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WS-10-505Inspection Number: INSP - 139001 Permit Number: WS -3 -10 -505 Scheduled Inspection Date: April 19, 2010 Inspector: Bruhn, Norman Owner: JEROME, MATHURIN Job Address: 445 NE 96 Street Miami Shores, FL Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Building Department Comments REPLACE 24 IMPACT WINDOWS Passed . 0 0 , 7 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments April 16, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (305)757 -2147 Parcel Number 1132060170110 Phone: (954)792 -4415 Page 13 of 28 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. 3 - 1 - 1 TAX FOLIO NO.11 -37.a0 - on • 01 i O 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. nn -- -- 1 Space above reserved for use of recording office 1. Legal description of property and street/address: WU21..A Sin ores SP G Ito Y 11 (.p A4 , c c..9 .5r ■.),AZ i- L 3'5 %bl 2. Description of improvement: kV\ n A Ou Y� 3. Owner(s) name and address: 44 24110T J1 A2, )L&Q 4 1 A 17u S(o ST Q t A Interest in property: 1)% v r■o 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 oth documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number 8. In addition to himself, Owners designates the following person(s) to receive a y 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 LEO year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Owner( A Y Print Name 4� Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE . .0•By The foregoing instrument Iyas acknowledged before me this — day of By )O(1f J Orr) ►,..Q ❑ Individually, or ❑ as for Personally known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and STATE Or STA that the facts stated in it are true, to the best of my knowledge and belief. STATE Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner /M*1VA' 123.01 -52 PAGE3 11/07 or Owner(s)' Authorized Officer/Director/Partner/Manager By ( L iiJA Print Name f{0 , 5vO 3 O C Title/Office 1\ 33312 111111111111111111111111111111 CFN 2010R0221611 OR Bk 27237 Ps 1958; (fps; RECORDED 04/02/2010 12:11 :22 HARVEY RUVIH r CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE Project Address Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Address Expiration: 09/27/2010 Parcel Number Phone Applicant Egg? MliMat 445 96 Street Miami Shores, FL 1132060170110 Block: Lot: MATHURIN JEROME Cell MATHURIN JEROME 445 NE 96 STREET MIAMI SHORES FL 33138 -2733 (305)757 -2147 Contractor(s) FLORIDA HOME IMPROVEMENT Phone (954)792 -4415 Cell Phone Type of Work: WINDOWS No of Openings: 24 Additional Info: IMPACT Classification: Residential Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $15.00 $5.00 $340.00 $15.00 $20.00 $395.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Pay Date Pay Type Amt Paid Amt Due Invoice # WS -3 -10 -37403 03/26/2010 Check #: 4258 $ 50.00 $ 345.00 03/31/2010 Check #: 3964 $ 345.00 $ 0.00 ":5XSONSAM OM Valuation: Total Sq Feet: March 31, 2010 Available Inspections: Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment Date March 31, 2010 1 BUILDING PERMIT APPLICATION FBC 2001 $ Value of Work For this Permit a '( a S , Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department /0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Job Address (where the work is being done) 1 4 6 a )6 Is Building Historically Designated YES NO Contractor's Company Name tAp I4_ e Contractor's Address 4 10') 0 c,u) ' b o 7.1•-e. City \ -4 0 State Qualifier VrtMI.A U , .tADM J ('L-cT Permit No.u1O' Master Permit No. Permit Type (circle): Building fl i Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Y. Cr41k.7C L �,L.Q Phone # Owner's Address 4 `t l )8 ci (p S t Cit State Zip X313 Tenant/Lessee Name Phone # City Miami Shores Village County Miami -Dade Zip Phone# 0 1,skik 1 'I 15 Zip -531Z Architect/Engineer's Name (if applicable)-AC br \ 1.)Q,I )V 6CAO Phone # c is `i (Q Square Footage Of Work: Type of Work: ❑Addition ['Alteration ❑New r Repair/Replace ❑ Demolition Describe Work: cZ� !-1 i_L L OA-A.2.J!) G OU Submittal Fee $(:)• Permit Fee $ ��0 CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Structural Plan Review. $ " �� 2 62010 4 Bonding Company's Name (if applicable) Bonding Company's Address City NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * * ** State Certificate or Registration No. APPLICATION APPROVED BY: Chc 10/14/03 State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Signature - Owner or Agent The foregoing instrument was acknowledged before me this as day of � &' , 20 6O, by "t n.' 3QN -Q who is personally known to me or who has produced As iden tion and who did take Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDmONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged (Certificate of Competency Holder) Zip Zip r Contractor The foregoing instrument was acknowledged before me this a5 day of ?11'f 1✓1 , 20 to, by 1 j ( tort rboi , who is personally known to me or who has produced Y PUBLIC: Sign: Print: My Commission as identifica and who did take an oa • ' • *t * * *** **** ***a *** ****** **a******** * ** ,5 A ■ C C OCO 1 'R Certificate of Competency No. 4i* * * * * * * ** ************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Primary Zone: 1400 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 4/3 Floors: 1 Living Units: 1 Adj Sq Footage: 2,860 Lot Size: 13,902.35 SQ FT Year Built: 1954 $50,000/ $135,595 MIAMI SHORES SEC 4 City: PB 15 -14 LOT 16 LESS $50,000/ $135,410 N15FT & W15FT OF Legal LOT 17 LESS N15FT Description: BLK 86 LOT SIZE 120.890 X 115 OR 13286 -543 0587 1 OR 13286 -543 0587 00 Year: 2009 2008 $125,000 Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable Sales which are qualified Value: Value: Regional: $50,000/ $135,595 $50,000/ $135,410 County: $50,000/ $135,595 $50,000/ $135,410 City: $135,595 $135,595 $50,000/ $135,410 School Board: $25,000/ $160,595 $25,000/ $160,410 Sale Date: 5/1987 Sale Amount: $125,000 Sale O /R: 13286 -543 Sales $246,521 Qualification Sales which are qualified Description: $752,153 View Additional Sales Folio No.: 11- 3206 -017 -0110 Property: 445 NE 96 ST Mailing Address: MATHURIN JEROME 445 NE 96 STREET MIAMI SHORES FL 33138 -2733 Year 2009 2008 Land Value: $237,118 $449,385 Building Value: $246,521 $302,768 Market Value: $483,639 $752,153 Assessed Value: $185,595 $185,410 Year 2009 2008 Homestead: $25,000 $25,000 2nd Homestead: YES YES Property Information Map Property Information Map My Home Miami -Dade County, Florida niar "dade.gov Digital Orthophotography - 2007 0 ® 116 ft This map was created on 3/16/2010 3:38:55 PM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. Summary Details: Property Information: Assessment Information: Exemption Information: Taxable Value Information: Sale Information: Page 1 of 1 http: / /gisims2 .miamidade.gov /myhome /printmap. asp? mapurl = http: / /gisims2.miamidade.go... 3/16/2010 03/02/2009 - 200 LORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING Mean Roof Height olir 0 -15ft -5°.4 4+46.5 16 ft 18 ft 20 ft 22 ft 24 ft 26 ft 28 ft 30ft 32 ft 34 ft 36 ft 38 ft 40 ft 42 ft 44 ft 48 ft 48 ft 50ft 52 ft 54ft 58ft 60 ft +47.1 -52.4 +48.3 -53.5 +49.4 -54.6 +50.4 -55.6 +51.3 56.6 +52.2 -57.5 +53.0 -58.3 +53.8 -59.1 +54.5 -59.9 +55.2 -60.6 +55.9 -81.3 +56.5 -62.0 +57.1 -82.6 +57.7 -63.2 +58.3 -63.8 +58.8 -64.4 +59.4 -64.9 +59.9 -67.5 +52.2 INTERIOR ZONE 4 PRESSURES 15 -492 +45.2 -49.8 +45.9 -51.1 +47.0 -522 +48.1 -53.3 +49.0 -54.3 +49.9 -552 +50.8 58.1 +51.6 -58.9 +52.3 -57.7 +53.1 -58.4 +53.7 -59.1 +54.4 -59.8 +55.0 -60.5 +55.6 -61.1 +562 -61.7 +56.7 -62.3 +57.3 -62.8 +57.8 -63.4 +58.3 -65.8 +80.6 DESIGN PRESSURES (PSF) - Zone 4 Tributary Area (So Ft) 20 25 30 35 40 V7 a -48.3 +44.4 -49.0 +45.0 -502 +46.1 -51.3 +47.1 -52.4 +48.1 -53.3 +49.0 -542 +49.8 -55.1 +50.6 -55.9 +51.3 -56.7 +52.0 -57.4 +52.7 58.1 +53.3 -58.7 +54.0 -59.4 +54.5 -60.0 +55.1 -60.8 +55.7 -612 +562 -61.7 +58.7 -622 +572 -64.7 +59.4 m (A ( T C / V i f.i -47.6 +43.7 -48.3 +44.3 -49.5 +45.4 -50.8 +46.4 -51.6 +47.4 -52.6 +482 -53.5 +49.1 -54.3 +49.8 -55.1 +50.6 -55.9 +51.3 58.6 +51.9 -57.3 +52.5 -57.9 +53.1 -58.6 +53.7 -592 +54.3 -59.7 +54.8 -60.3 +55.3 50.8 +55.8 -61.4 +56.3 -63.8 +58.5 r m F: \03 Elements \10 Loading \11 Calculatore\ASCE 7 -05\ FLB - ASCE 7 -02 Pressure Charts (050).dwg -47.1 +43.1 -47.7 +43.7 -48.9 +44.8 -50.0 +45.8 -51.0 +46.8 -52.0 +47.6 -52.9 +48.4 -53.7 +492 -54.5 +49.9 -552 +50.6 -55.9 +51.3 58.6 +51.9 -57.3 +52.5 -57.9 +53.0 -58.5 +53.6 -59.1 +54.1 -59.6 +54,8 -60.1 +55.1 -60.7 +55.6 -63.0 +57.8 -46.6 +42.7 -47.3 +43.3 -48.4 +44.3 -49.5 +45.3 -50.5 +48.3 -51.5 +47.1 -52.3 +47.9 -532 +48.7 -53.9 +49.4 -54.7 +50.1 -55.4 +50.7 56.1 +51.3 -56.7 +51.9 -57.3 +52.5 -57.9 +53.0 -58.5 +53.5 -59.0 +54.0 -59.6 +54.5 -60.1 +55.0 - 65.5 -63.9 -62.8 -61.9 -812 -60.6 +60.4 +58.8 +57.6 +56.8 +56.1 +55.4 -66.0 -64.4 53.3 -62.4 -61.7 -61.0 +60.8 +592 +58.1 +572 +56.5 +55.9 -86.5 -84.9 -63.7 -62.9 -62.1 -61.5 +61.3 +59.7 +58.5 +57.7 +56.9 +56.3 -62.4 +57.1 REMARKS NR ISSUE REVISE FOR 07 FBC -462 +42.3 48.8 +42.9 -48.0 +43.9 -49.1 +44,9 -50.1 +45.8 -51.0 +46.7 -51.9 +47.5 -52.7 +48.2 -53.5 +48.9 -542 +49.6 -54.9 +50.2 55.8 +50.8 -562 +51.4 -56.8 +52.0 -57.4 +52.5 -58.0 +53,0 -58.5 +53.5 -59.0 +54.0 -59.5 +54.5 -60.0 +54.9 -60.5 +55.4 -81.0 +55.8 -61.9 +58,6 45 -45.9 +41.9 -46.5 +42.5 47.7 +43.6 -48.7 +44.5 -49.7 +45.4 -50.6 +46.3 -51.5 +47.1 -52.3 +47.8 -53.1 +48.5 -53.8 +492 -54.5 +49.8 55.1 +50.4 -55.8 +51.0 -58.4 +51.5 -57.0 +52.1 -57.5 +52.6 -58.1 +53.1 -58.6 +53.6 -59.1 +54.0 -59.6 +54.5 -60.1 +54.9 -60.5 +55.3 51.4 +56.1 DRWN 50 -45.5 +41.6 -482 +422 -47.3 +432 -48.4 +442 -49.4 +45.1 -50.3 +45.9 -51.1 +46.7 -51.9 +47.4 -52.7 +48.1 -53.4 +48.8 -54.1 +49.4 -54.8 +50.0 -55.4 +50.6 -58.0 +51.1 56.6 +51.7 -57.1 +52.2 -57.7 +52.7 -582 +53.1 -58.7 +53.8 -592 OH Mean Roof Height 0 -15ft 16 ft 18 ft 20 ft 22 ft 24 ft 26 ft 28 ft 30 ft 32 ft 34 ft 38 ft 38 ft 40 ft 42 ft 44 ft 46 ft 48 ft 50 ft +47.1 -84.6 +48.3 -66.1 +49.4 -67.4 +50.4 -68.7 +51.3 -69.8 +522 -70.9 +53.0 -72.0 +53.8 -73.0 +54.5 -73.9 +55.2 -74.8 +55.9 -75.7 +56.5 -76.5 57.1 -77.3 +57.7 -78.0 +58.3 -78.8 +58.8 -79.5 +59.4 -80.2 +59.9 THIS DOCUMENT IS THE PROPERTY OF FRANI6 I.4NNi 1DO, PE AND SHALL NOT BE REPRODUCED IN WHOif OR FART • WITHOUT WRITTEN CONSENT OF FRANK L BENNARDOR.E • " ALTERATIONS, ADDITIONS, HIGHLIGHTING, . • 0 i�j • • • MARKINGS TO THIS DOCUMENT ARE NOT P • INVALIDATE OUR CERTIFlCATIO XTERIOR ZONE 5 PRESSUR 15 59.8 452 -60.6 +45.9 20 -58.0 +44.4 -58.8 +45.0 52.1 50.3 +47.0 +46.1 53.5 51.8 +48.1 +47.1 -64.8 -62.9 +49.0 +48.1 -66.0 -64.1 +49.9 +49.0 57.1 55.1 +50.8 +49.8 582 +51.6 -692 +52.3 -70.1 -68.1 +53.1 +52.0 -71.0 -68.9 +53.7 +52.7 -71.9 59.8 +54.4 +53.3 -72.7 -70.6 +55.0 +54.0 -73.5 -71.3 +55.8 +54.5 -742 -72.1 +582 +55.1 -75.0 -72.8 +58.7 +55.7 -75.7 -73.5 +57.3 +552 -76.3 -74.1 +57.8 +56.7 -77.0 -74.8 +58.3 +572 -80.8 -77.8 -75.4 0 - 8 ," 1;57.6 DE -862 +50.6 -67.1 +51.3 ti as Tributary Area (So Ft) 25 30 35 -56.7 +43.7 -57.5 +44.3 -58.9 +45.4 -602 +46.4 -61.4 +47.4 -62.6 +482 -63.8 +49.1 -64.6 +49.8 -65.8 +50.6 -66.5 +51.3 -67.3 +51.9 -68.1 +52.5 -68.9 +53.1 -69.7 +53.7 -70.4 +54.3 -71.1 +54.8 -71.8 +55,3 -72.4 +55.8 -73.0 +58.3 -73.8 +58.8 -55.6 +43.1 -56.3 +43.7 -57.8 +44.8 -59.0 +45.8 -602 +48.8 -61.4 +47.6 -82.4 +48.4 -83.4 +492 -64.3 +49.9 -652 +50.6 -66.0 +51.3 56.8 +51.9 -67.6 +52.5 58.3 +53.0 -69.0 +53.6 -69.7 +54.1 -70.4 +54.6 -71.0 +55.1 -71.6 +55.6 -54.6 +42.7 +43.3 -56.8 +44.3 +45.3 -592 +46.3 +47.1 -61.4 +47.9 -62.3 +48.7 -832 +49.4 -84.1 +50.1 +50.7 -65.7 +51.3 +51.9 -672 +52.5 +53.0 +53.5 -692 +54.0 -69.8 +54.5 -70.4 +55.0 -71.0 +55.4 40 -53.8 -54.6 +42.9 -55.9 -572 -58.4 +45.8 +46.7 -80.4 +47.5 +482 +48.9 -83.1 -84.0 +502 -64.7 +50.8 +51.4 -662 -66.9 +52.5 -87.5 +53.0 -682 +53.5 -68.8 +54.0 +54.9 45 -53.1 +41.9 -53.9 +42.5 -552 +43.6 -58.4 -57.6 +45.4 -58.7 +46.3 -59.6 +47.1 -60.6 -61.5 -62.3 +492 +49.8 -83.9 +50.4 -64.8 -85.3 +51.5 -66.0 +52.1 -86.6 -67.3 +53.1 -67.9 -68.5 +54.0 -89.0 +54.5 -69.6 +54.9 -70.1 50 -52.5 +41.6 -532 +42.2 -54.5 +432 -55.8 +442 +45.1 -58.0 -58.9 +46.7 -59.9 +48.1 +48.8 -63.1 +50.0 -63.8 +50.6 +51.1 -652 +51.7 +52.2 +52.7 -67.1 +53.1 +53.6 -882 +54.0 -74.8 -73.3 -72.1 -71.0 -68.7 +54.5 -69.3 +54.9 DESIGN LOADS FbR op 1 c --- fi WIND VELOCITY=146 MPH EXPOSURE 'C' a. 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (101). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. 1 ELEVATION 1 WALL ZONE FIGURES ENGINEERING EXPRESS ® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 WWW.ENGEXP.COM CERT OF AUTH #8886 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 CONDMONS 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 CONDMON. 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 (EXTEFUOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WM-I 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 OTHEFtS 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 1=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 (DIRECTIONAUTY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HUFtRICANE 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 ADDMONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. PEAK ROOF HEIGHT MEAN ROOF HEIGHT ,_w LE%XD NUMB , MoarM 1SIIR EIGHT 12.3 M ORE D TE° .3 i5 (d :1V1 URETECH >:`' CUSTOMER NAME : . ��llllllllllllll m iii wiii�. ..... ■........i..aiililil�mamTI o= ilti mismoiil....�.a.�......o. =. MU OM ..��i i..i��MEMMEI.i.iii.ii mummu Ali !,- N mm �iiiimmliiii iiiaionimm immomi�!ii.E.s mom = =mmo iiiiiiiimommol mmum imuNcu1 liiii !Q <;J Li�ilr: Al YI1:71....MM..`J. I�M.ri.iiib.Mi 11MM 1 / /� /,MMIEDICZ1•I_QM...s..�. iiiiiiiC]Liii IMMM �°U'- ft =MMMWIPWI i•iiiiiiiiiaiiiiiiiiiii UMW MWRIl!!•1l�; WMAA OM EiiiiiOMii iiiiiii� IVIMi Mill � 1 �l GIMIONOME r ,�i!�® C 1 I lliilr Paa(IVINii` i� SP SPu53NS© IAN i 1t:lk�Y�tl:�[lRSiilt�]r Il I MI IMIiiIiii�iiJliY�!'_!�iiIMEMB l�VIIMMI.iiraii �'iV W T' iii iiiiiiiMIN.MACA � ,� : :l :®lmlii::e ��r� a�i• �ii...i wl 1111P - mmudiargbpaligmfammommood • i�1 •• ra, AIM ii%siii.MM Wi NEM II.O. uELI II11I I21II S KI ■ �i� ii....... /I'Nl... 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N MAZE � .ii.�Jil�Ei iwtunr m►7mu��ms_7dmm iisii. � MMA ii■iu :: L' isg ;isi/.1LJi7ilii.imr.i..iiiii.ii MINIMMINIMMIONNEAMOOMMINIMMINFINIMMINIIII A..Ammio.....mirim T_.iC�i�i1 �:A\ ■fii i►; wanman. 1■ Mtn t ,isi..NI'T EMOW MMMEMMCfiAisi MMYEMUUM7 i ltM► I - =�M1•�.ii>1.,, l�.L�iL'ill�' ;��.�..■m��..�u> .i.ylii I,,,^RI®l'Iil ®111 ®ROM0II11 II i.Ji..m..v i.. \Nir/S We , - C ! . ......i... r:i '" E � F ILINUMEIREPROINEFESE �•Q ...i..........!'MM..MMM EMMW 9i1lf.O 11 i \ • ■...........i..< r7.ii1 ILIMM ~ "sIMM W • . • E BCIS Home j Log In Product Approval USER: Pubs User Product Approval Menu > Product or Application Search > Application List > AppBratbn Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method User Registration I Hot Topes I Submit Surcharge ' Stets & Facts Publications I FBC Staff ; BCIS Site Map j Links 1 Search 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) F15823 Revision 2007 Approved Custom Window Systems, Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre @cws.cc Michael LaFevre mlafevre @cws.cc Michael LaFevre ## 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLa Fevre @cws.cc Ralph Emminger ## 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352 68 -6922 Ext 208 Ralph @' Windows Single Hung Roberto Lomas • • • • • •• • • • • •••• PE -62514 Keystone Certifications, Inc. 12/31/2010 Steven M. Urich, PE Validation Checklist - Hardcopy Received FL5823 R4 COI 510484A (Eval Rep SH -8100 Imoact).adf Standard, AAMA/101 /I.S.2 -97 AAMA/101 /I.S.2/A440 -05 ASTM E1886 -02 ASTM E1996 -02 • • • • • • •• • •••• • •••• • • • • • •• • • • •• • • • • • •• • • • • • Evaluation Report from a Florida Registeaed Architect or a Florida Professional Engineer • Evaluation Report - Hardcopy Received • : • • • •••• • • •••• Year. 1997 2005 2002 2002 • • • • • • • • • • •� • • • of 3 7/15/2009 9:19 AM FL # Model, Number or Name Description 5823.1 8100 Vinyl Single Hung 8100 Vinyl Single Hung (Impact) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +75/ -75 Other: Large Missile, 36x62 DP= +/- 75 psf. eerC4\ Installation Instructions FL5823 R4 II CWS -155A (SH -8100 Impact).pdf FL5823 R4 II DuPont PVB NOA 05 -1208 02.pdf 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 510484A (Eval Rep SH -8100 Impact) pdf Created by Independent Third Party: Yes 5823.2 1 SH -8100 Vinyl Single Hung SH -8100 Vinyl Single Hung (Impact) Limits o r ed Approved Impact Design Other: Large Use for use in HVHZ: Yes for use outside HVHZ: Yes Resistant: Yes Pressure: +67.5/ -67.5 Missile 53x76, DP + - 67.5 psf. 9 / Installation Instructions FL5823 R4 II CWS -155A (SH -8100 Impact).pdf FL5823 R4 II DuPont PVB NOA 05 -1208 02.pdf FL5823 R4 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 • • • Created by Independent Thiri Pa • • • • y pe • Yes • • • • Evaluation Reports • • • • FL5823 R4 AE 510484A (Ex Q,,SH- 81 .t).pdf 4 Created by Independent Third arty: Yes • 5823.3 SSH -8100 Vinyl Single Hung Heavy SH -8100 Vinyl Impact Single OM%HeavyiDutyRPIR • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +100 / -100 Other: Large Missile, 52" x 72 ", +/- 100 psf. Installation Instructions • • • • • FL5823 R4 II CWS -369 (SH 10� 52 1 DP).pdf • FL5823 R4 II DuPont SGP QIOA 44.odf• FL5823 R4 II Mikron NOA Q6 -1220 01.od • • Verified By: Roberto Lomas 62514• • •••• Created by Independent Third I%fty: 4es • • Evaluation Reports •••• FL5823 R4 AE 510965 (Eval Rep SH -8100 Impact 100 DP).oclf Created by Independent Third Party: Yes 5823.4 SH -8100 Vinyl Single Hung Oriel SH -8100 Vinyl Single Hung Oriel Window w. HD FMR, 5 HI sash. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/ -67.5 Other: Large Missile, 52" x 96" w/ 5 HI sash, +/- 67.5 psf. Installation Instructions FL5823 R4 II CWS -295 (SH -8100 Impact 52x96).pdf FL5823 R4 II .DuPont PVB NOA 05 -1208 02.pdf FL5823 R4 II DuPont SGP NOA 07- 1116- 04.pdf FL5823 R4 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510868 (Eval Rep SH -8100 Impact 52x96).pdf Created by Independent Third Party: Yes Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products PA/TAS 201/202/203 1994 12/19/2008 01/05/2009 01/09/2009 02/03/2009 • • • • ••••• • •••• • • • • • • • • • of3 7/15/2009 9:19 AM 3 of 3 DCA Administration Department ofCommrmky Affairs Florida Bulding Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2005 The State of Florida. All rights reserved. Coovrk ht and otscialmer Product Approval Accepts: r l I INenl •••• • • • • •••• • • • • • • • •• • • • • • •••• • • • • •• •• • • • • • • • •• • • • • • • • • •• • •• • • • • • •• • •••• • • • •• • • • • • • • • • • • • • • •••• • • • • 7/15/2009 9:19 AM L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Clemmons, NC 27012 Report No.: 510484A 336 - 945 -9695 Manufacturer: Custom Window Systems 1900 S.W. 44` Avenge 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 9B- 72.070 method 1(d). The product listed herein complies with the 2007 Florida Building Code. Product description: Single Hung window, impact resistant made bf white rigid PVC. Frame and active sash were of welded mitered corner construction. Supporting Technical Documentation: 1. Approval document drawing number CWS -155 Revision A, sheet 1 of 8, titled PVC Single Hung, prepared, signed and sealed by L Roberto 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, ±75.0psf design pressure, 10.13 psf water inflitration TAS 203-94 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 E1996-02 ASTM E 18861E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 1886/E 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, t67.5psf design pressure, 10.13psf water inflitration TAS 203-94 Cyclic Pressure Loading *67.5 psf design pressure d) Report No.: NCTL 210 - 3168 -3B, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL. 8100 PVC SH, Fin Installation ANSUAAMA/NWWDA 101/I.S.2 -97 Design pressure: 3 Water penetration resistance 10.13psf ASTM E 1886 -02 and ASTM E1996 -02 ASTM E 1886/E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 1886/E 1996 Cyclic L o a d Test, ±67.5 psf design pressure . • • • • 3. Anchor calculations, report number 510151A, prepared, signed and sealed by L. Roberto Lomas P.E. • .. • • • • • • • •• • • • • .• •• •••••• • • •••••• • •• • • •••• • • • •• • . S .• •••• •••••• • • • • • • •• - •• •• • • Luls R. Lomas, P.E. FL No.: 62514 0711612005 • • • •. • • • • 000 • •••• • •.••;• •••••• • • 00 0000 0 • .••••. • •...• • ..... .••••• 0000 • • Unit size Max. D.L.O. Design Pressure Rating Impact Rating Up to 37" x 63" 31 9/16" x 27" ± 75.0 psf Large and Small Missile Impact Up to 53 1/8" x 76" 4711116" x 3311116" ± 67.5 psf • Large and Small Missile Impact L. Roberto Lomas P.E. 1432 Woodford Rd. Clemmons, NC 27012 336 -945 -9695 Limitations and Conditions of use: • Units must be glazed with'!." IGU consisting of: outboard lite 1/8" Ann — Air — 5116" laminated inboard lite consisting of 1/8" Ann — .090° Dupont Butacite PVB interlayer— 1/8" Ann per ASTM E 1300. • Dupont Butacite PVB intedayer per N.O.A. 05- 1208.02 • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind borne debris regions. • Frame material to be white rigid PVC per N.O.A. 06- 1220.01. Installation: • Units must be installed in accordance with approval document, CWS -155 Revision A. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also,1 don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). £cai \'ttt11111111/�1 Z p4 " ,, , No ��G EN S4, •'�d , '� • Rio 5 • `* 8 TAT OF • 2 012 .t V�.• '' IT •G {I , ,` t If Engineering Evaluation Report Report No.; 510484A Luis R. Lomas, P.E. FL No.: 62514 0711612008 � •..• • ..4949•• .... • • • • ' • • • • .. • • • • • .••4949• 0 . •• • 49•• • • • 4949•••. ..1,••• • .. • •1,•• • • • •••••. • • • • •• .••• • ••49• 49• .•• 0•• ••• 1, •0.0•• • • •• • •. •• • • • .•1,1,.1, •..0491, • • • • • • • 00000 •....: . • • • • ..0• •• • • • •••• #10.62814• 0.. A I UPDATED PER NEW FBC REQUIREMENTS SW 44TH AVE. FLORIDA 34474 TES & ELEVA • IMPACT 1 07/07/08 eJ, 76" vW7 MAX /1JA OVERALL W7 FLANGE HEIGHT 74 3/4 MAX UNIT HEIGHT SASH HEIGHT 63 518" MAX OVERALL FLANGE HEIGHT 52 3B" MAX UNIT HEIGHT 24 58" MAX. SASH HEIGHT 53 1/8" .--- MAX. OVERALL FLANGE WIDTH 517/8° MAX. UNIT WIDTH { 47 11/18. GLASS DLO GLASS DLO 46 1/18" GLASS DLO 60/40 SPLIT ORIEL • • • • • • • EQUAL SPUT FLANGE WIDTH 51 78" MAX. UNIT WIDTH 4711(18' GLASS DLO 0 SINGLE HUNG ELEVATION (IMPACT) (SHOWN W/ DIFFERENT OPTIONS) G� 2138" GLASS DLO 33_1/Z GLASS DLO 33 11/18" GLASS OLO TABLE OF CONTENTS • • • • • • • • • • •• ••• • • • • • GENERAL NOTES 8 BILEVATIONSy...1 • • � • • • • • ANCHOR SCHEDULE GLAZINGbE fAli .•..3• • eeee • • • • DP CHARTS 8 SECTION VIEWS .•y. • IL.l..4 EXTRUSIONS 8 B.O.M. 5 INSTALLATION DETAIL 6-8 • • • ••• • • • • • • • • • ••, •• • • 63 5118" OVERALL FLANGE HEIGHT 521/16' MAX UNIT HEIGHT 245/18' MAX SASH HEIGHT • • • • • • • • • • ••• • • • • • • • • ..• • • • • ; • • • • • ••• • • • • • • • •. • • •• • • • oo •• •• • ••• • • 89112' MAX. OVERALL FLANGE HEIGHT 881!4' MAX UNIT HEIGHT 30 1/2" MAX. BASH HEIGHT 5318" MAX. OVERALL FLANGE WIDTH 51 78" MAX. UNIT WIDTH 4711116• GLASS DLO O t 451/15"" GLASS DLO 5 HI SASH ORIEL _5318" M X.OV WIDTH 51 7/8' MAX. UNIT WIDTH 4711/16' GLASS DLO 0 X 4 461118' GLASS DLO 4 HI SASH ORIEL 35712° GLASS DLO 27 3118' GLASS DLO SUM GLASS DLO 21• GLASS 0L0 83" MAX OVERALL FLANGE HEIGHT 61 3/4' MAX UNLT HEIGHT 30" MAX SASH HEIONT 31 9118' GLASS DLO PROPRIETARY AND CONROENT/LL "0 • THE INFORMAnow CONTAINED INIM3 ORAYMNO Is THE SOLE PRO WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WH WRITTEN PERIESSION OF CUSTOM WINDOW SYSTEMS, INCAS y' PVC IMPACT REQUIREMENT; 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "0/X". 4. DESIGN PRESSURE RATING: (SEE TABLES -SHEET 3) - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.. - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1300. 5. ANCHORAGE: THE 33 1/316 STRESS INCREASE WAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 6-8 FOR ANCHOR DETAIL. 6. SHUTTERS ARE NOT REQUIRED. 7. AU. FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. 8. REFERENCE TEST REPORTS: NCTL- 219- 3t68 -2 , NCTL- 2$0.3168.2A , NCTL 2104166 -3 , NCTL- 2103168-38 9. SERIES / MODEL DESIGNATION SH -8100, 10. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK AND FRAMING 18 RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 12 SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 3T MAX OVERALL FLANGE WIDTH 35 3/4' MAX UNIT WIDTH 78 15/16" MASS DLO EQUAL SPLIT GLASS DLO 27 3016' GLASS OLO ... „ G�.r } , . - :cp 4O 0049 Ce i ? d•``S'. •**Of /111110 THR AM & C Pj c l 5v� ) (SPECIFIC FOR TEAR) 4• MAX (TYP) • • • ••• • • •• • • • • • • • • • ••• • • • • • • • • •• • • •• •• • •• •� • • ••• • • ANCHOR LAYOUT - (FINi •TIOAUNA14NU (4 OOD OPEM? 1 (SPECIFIC FOR 75D.PJ INSTALLATION ANCHORS TYP. INSTALLATION ANOHORB TIP. NOT BE USED QJ SUBS WISH • R • • ti, • IIHE MINIMUM STRENGTH SPECIFIED BELOW, . 10. INSTALLATION ANC OR CAP/R((��TIE1 FB TS NEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIE.4^� A. WOOD - MINIMUM SP!CIF1G�RAV1#Y•O "0.4 20.42 ti 8. CONCRETE - MINIEISM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRAD N, TYPE 1 (OR GREATER). • ••• • • • • • PROPRETARYAND comma,. T' O • • • • • • • • • THE INFORMATION CONTAINED IN 171/5 DRAWING N THE SOLE FROPERTY. Ti ti A • • • • • • • • • • WINDOW SYSTEM Inc. ANY REPRODUCTION IN PART OR AS AWROLE V4 HHfOOODUUTTT TS • MAX MW( O.C. f ivPl rm.) MAX (TYP) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. 2. SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1(4". USE SHIMS WHERE SPACE GREATER THAN 1 :16" 1S PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3116" DA ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 1/2" SHALL BE ACHIEVED. 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 13:8" INTO 2 BY WOOD BUCK. 6. 98 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MI?L EMBEDMENT OF 1 1/2° INTO 2 BY WOOD BUCK FOR FIN INSTALLATION 7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 8. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION N RESISTANT MATERIAL OR COATING. 9. INSTALLATION ANCHORS BIIIN 1�CI D?S AN E WIAll T13ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL ORATE F� Ct� • •Iii � i' " FRAMER • (MASONRY OPEMNOI (SPECIFIC FOR 67,5 D.P.) r• Y.1 SEE NOTE 2 • WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROH5T1 _•- 6'. -ft, l }fit. • L RORERTO LOMAS o 4 FL ({.E: NO. 02514 ' - .cam TC .e 4" • MAX (TYP) MAX (TYP) MAX O.C. INSTALLATION ANCHORS TYP, 8" MAX O.C. ANCHOR THRU NAILING F OPEMANO) ISPECIRC FOR EY.SDP.) A I UPDATED PER NEW FBC REQUIREMENTS 1 07/07/08 B00 SW 44TH AVE. CALA, FLORIDA 34474 R! 1 AB HOR SCHEDULE & NOTES - IMPACT - :;PVC SINGLE HUNG xu SY: N1OO 'too • • A SEE NOTE S ATE 7 /7/2008 Wo. NO.: CW5-155 • "2OF8 WIDTH 23112 27112 28112 31 112 35112 38112 41112 43112 47112 51 112 GLASS TYPE A.13 A. B A, B A, B A.B A, B A, B A, 8 A, B A,B MOBUARSo 11111T - WINDOW SliEI HEICINT (14 27112 +75/-75 +75/ -75 +75 - 75 +751 -75 +75 - 75 +87.51 -67.5 +87.5! -67.5 +87.51 -67.5 +87.5 - 57.5 +67.51 -87,5 • ••• • • • 28112 +751 -75 +75/ -75 +751 -75 • 751- 75 +751 -75 +67.51.87.8 +67.51 -87.5 +87.5/ -57.5 +875/-57.5 + 57 .5 1.57.5 31 1/2 +751 -75 +75/ -75 +751.75 +751 -75 +75! -75 +87,5 / • 57.5 + +67,81- 67.5 +674/ • 07.5 +67.5/ -67.5 351/2 +75! -75 +751-75 +751- 75 +751 -75 +751 - 75 +67.51 -67.5 +87.5 - 675 +67,81 -87.5 +87.5 -67.5 +87.51 -87.5 1 it 4.1_1 t 1, lI • �I • • •• ••• • i • • • • • • • • GL�YP • • •: : : - • : i •• •• •• ••• • • • • •• • • • • • • • • • • • 381/2 • 75,- 75 +75/ -75 +75/•76 +751 -75 +751 -75 +87.51 -87.5 + 67,5 /- 67.5 +57,5, -87,5 +87.51 -87.5 +57.51- 67.5 41 112 +751 -75 +757 -75 +75/ -75 +751 -75 + 751- 75 +67.5/•87.5 +67.51- 67.5 +67.5/ -87.5 +87,5 - 87.5 +67.51 -67.5 1011 LL':I>S 117 f A= 314' OVERALL 1/8' ANNEALED GLASS 6118' AIR SPACE 5118' LAMINATED 1/8' ANNEALED GLASS 3 DUPONT PVB INTERLAYER 118' ANNEALED GLASS 431/2 +75/ -75 +75/ -75 +751 -75 +751 -75 + 751- 75 +67.5/.67.5 +875 /- 67.5 +87.5 1 -87.5 +87.51.67.5 +87.5! -67.5 18111 COAAMOBITY SUM lTIP to TIPI mew /IN 78 +67.5/ -67.5 53116 A. B A, B ,B +75 +75/•75 +75.L -.Z +751 -75 +751 -75 + 751- +75/ -75 + 751 -75 +76/ -75 +751 -75 +751 -75 +75/ -f5 +87.5/ -67.5 +87,5/ -67,5 +87.5 / • 67.5 281/2 +87.5/ -67.5 +87.5/ -875 +67.5 / -87.5 471/2 +751 -75 +751 -75 +751 -75 +75/- 75 +75/ -75 +57.5/ -67.5 +87.5/ -87.5 +57,51 -67.5 +87.5/.87.5 +87,51 - 87,5 61113 +75! -75 +75/ -75 +75/•76 +75! -75 +75! -75 + 87,5 / • 67,5 +67.5 - 67.5 •575! -67.5 +87.5/ -87.5 +67.51 -87.3 PROPRIETARY MO COIWDENTRL THE INFORMATION CONTAINED IN THISDRARANO IS 111E SOLE PRO WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WRITTENPERIOSS/ON OF CUSTOM WINDOW SYSTEMS. INC. IS 53 1/2 +751 -75 +78/ -75 +75/ -75 +751 -75 +75/ -75 +67.5/ -57.5 +67.51 -675 +87,51 -67.5 +67.5 -87.5 +67.51 -87.5 3/4° OVERALL 1/8° TEMPERED GLASS 5118' AIR SPACE 5/18' LAMINATED 1/8° ANNEALED GLASS 3/3? DUPONT PVB INTERLAYER 1/8' ANNEALED GLASS 851/2 +75/ -75 +75/ -75 + 751 -75 + 75/ -75 +751 -75 + 67,5!- 67.5 +67.5/ -67.5 +67.5/ -67.5 +87.51 -87.5 +87.5/ -87.5 581/2 +75/ -75 +75/ -75 +751 -75 +751 -75 +751 - 75 +67.5/ -87.5 +87.5/ -67.5 +87.61 -87.5 +57,5 /- 67.5 +67.51 -67.5 fi 6 i� .•••• 't 180. 82514 63 112 +87.5/ -87.5 +87.5/ -67.5 +67.51 -87.5 +67.5/ -67.5 +87.5/ -67.5 +87.5/ -67.5 +87.5/ -87.5 +57.5/ -87,5 +57.5/ -87.5 +87.5/ -87.5 4 651/2 +67.5/ -67.5 +67.5/ -87.5 +87.5! -67.5 +87.5/ -87.5 +87.5/ -67.5 +87.5/.87.5 +87.5! -67.5 +67.51 -67,5 +87.51 -87.5 +67.51 -875 67112 +87.51- 67.5 +87.5/ -87.5 +87.5/ -87.5 +67.5! -87.5 +67.5 - 87.5 +67,51- 87.5 +67.5/- 87.5 +6751- 57,6 +87.51 -57.5 +87 .5 1- 87.6 NOTE: 1.IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER 5 800 SW 44TH AVE. FLORIDA 34474 • / P C - T S GLAZI G 71112 +87.5/ -87.5 +67.5/ -67.5 +87.5/ -67.5 + 87.5 /. 67.5 +57.51 -87,5 +57,51 -67.5 +6751 -87.5 +57,5/ -87.5 +87.8/ -87.5 +67.51 -67.5 74 314 +67.51 -67.6 +67.5/ -87,5 +67.5/ -67,5 +67.5 /•67.5 +67.51 -67,5 +67,5 -57.5 +87.6/ -875 +87.5 /- 57.5 +67.51 -87.5 +87.5 /- 675 A I UPDATED PER NEW FBC REQUIREMENTS 1 07/07/08 7/7/2008 CWS -155 30F8 • • • • • •• • • . • •• ••• •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • i • • • • • • � • • i • • •• •• • • ••• s • • •t . ,• +�+t - •2 11 % % uc -„ • .:! ▪ ; `- •, t • x' 1- r: OVERALL FLANGE HEIGHT INTERIOR e. 'L..L.. irk - 21 J, ., 70 0 GLASS TYPE SEE SHEET 3 IlP I r 4 ED oII��11 No y\ i' r1 ,.� 1J� .4 1,1 r � � �I / . ti .A• •• • • • •• ••• • • ••• • • • • ••• • • • • • • PRDPNETARYAND COMDEM%L THE INFORMATION c0 TNttED IN TIES DRAWING IS THE SOLE PROPERTY W I N T R P N SYSTEMS. INC. ANY RWRODUCIION IN PARTOR AS A WHOLE • • • • . • • • • • WRITTEN PERIASSION OF CUSTOM WINDOW SYSTEMS, INC. IS FROWSTIEST • • •• •• • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • • • • • •• •• • • • •• • • •• •• • • • • •• UNIT HEIGHT ALTERNATE F IN FRAME TYPICAL HORIZONTAL SECTION NOTE: LEFT SIDE SHOWS FIXED AWAY, RIGHT SIDE SHOWS SASH CUT AWAY IMPACT HOOKS APPUES WHEN UNIT WINDOW SIZE EXCEEDS 37° WIDE ANDIOR 63' HIGH. FR GTE: ITEMS USED BUT NOT SHOWN FOR CLARITY E- 20,23,25,28,31,37 ,44,48,47,4952,55.63,84,87.68, • DE ^ L. ROB t . vo I3JrtHE, FL P 825u/. = d. • • e.. o . DETAIL A ILO . : IMPACT HOOK SPACING: 1) SILL HOOKS: A) 8" FROM UNIT EDGE TO EDGE OF HOOK. 2) SA A THIRD CATCH HOOK IS CENTERED IF UNIT WIDTH 18 GREATER THAN 37'. A) 2.112" FROM SASH CORNER TO EDGE OF CATCH. B) A THIRD CATCH I8 CENTERED IN SASH IF UNIT WIDTH 18 GREATER THAN 37'. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 114'. A J UPDATED PER NEW FSC REQUIREMENTS 1 900 SW 44TH AVE. OcALA, FLORIDA 34474 ' SECTION VIEWS & ALT. FRAME - IMPACT PVC SINGLE HUNG Mao 07/07/08 JHAWN NY: ADE AT K. 7f7,2008 EcALE: NTS NO.: cWS - 155 . DER: A .4 Cam* Perri Deseriptlen Maln Fr., 514 w/Rg., PVC. Head 2 4 5 6 8 9 10 11 t3 13 14 15 16 17 18 19 20 11 12 23 24 25 26 27 28 30 31 32 37 39 39 40 42 43 44 49 46 47 48 49 51 52 53 84 A4 62 83281 83210 63 64 69 66 67 68 69 79 71 72 148031 1}8031 H4031 148031 H8001 61499 148027 141497 H8028 61498 1413004 61498 64018 &8018 6.8018 64015 64013 934614 64028 61978 51510 5-1604 83668 163548 1 83784 P-3215 83893 R3428 83765 R3768 R4051W R3748W 119059 R3589 83342 9.3162 119438 P3713 8388/ 83813 61112 Mile Fr., SH w/Pe., PVC, 8/ Mein Fr., 614 w!FI ., Male Fr.. SH w/Rs.. W C, . JD. Meat. P4 Pat Reim. Fxd. M.9. SI•h Abel IW, PVC Recd. Bash Meet. RBI Sash Bottom Rat PVC Reba. 11.6.106.13.R Sash BiderTopWBot Rai Mad. 11.6.19.6S,13J3 Olt. Bd., 3/4',Fx6., PPM 05.64., 3/4•,Fxd., Vert. 05.64., 3N',Saah, FbrS. Ge.6d., 314 Vert. Ben. Adapt., w /1b. PVC,1brS. 69111, Adapt.. PVC, Via Sash Stop/ Mt, PVC, VerL Fr. Catch. PVC, It ., SH(st H3(.6) sash Catch. Wc, irpact Anchor 121p BapOOer Sash Cara, PVC Tale ascap Lock, Stow. P1Ic Keeper. !east PVC Weep *over w/ Fbp Reid. Rate. FAR. Wits.. 0.270 x .157 back FHSeaL (kW 58x2.600PhF1413L16 08 x 0.825 Ph PHSYG 08 8 1.250 RI P116(, Wed. *0 x 0.825 Cued 111789, Wt. 58it 318'RiP17892 I15a318°PhR118(2 Serge healer, SM -8504 Cap Rug, 1/2" Hob 1131 Met Tru8ee1 "H• 11ot Mel, TruSeal, BeL Bk. 55 Otd.. VIP x 518"x r Lg. 814810080 Cott Iabet AFRO T811. 116ec1 Tenporary Lbl. (*48 !0 0/05112. (bp} OYSS, Feted Gam Sash Spacer (see sht 3) Sateen Frans. I-brk:. 148028 P811I Fr.. 51. w1F11.. PVC, elbeing Reed 9.3218 6erasn Rare, Vert • s 83321 5c r 'ynuaKes• • • • 4 83581 SQrear a•h. 166 14P 1a a• • • _• 83220 Sateen 6pine. Da. Bk • ; • ,• • 83029 Screen d Tpb • • • • • • • • • 83033 Sewhpr -. PVC FRAME FIN -6026 PVC FRAME FLANGE -6031 FR. HOOK MPACT (SH SILL) REINF. S.B.R./S.S.R. -1498 ALUMINUM 6063 -T6 ALUM 6063 T-6 t gS: ITFMS 33- 38.41, ISO, 58.61 ARE NOT USED • ON THIS PRODUCT. 1/4' L 1/18' 217 3118' i 1.180 PVC SASH BTM. RAIL -6028 PVC SASH MTG. RAIL -6027 PVC SASH SIDE RAIL -6004 0 r - -I t REINF. FIXED MTG. RAIL -1499 1.440 —.1 ALUM 6063 T-6 PVC FIXED MTG. RAIL -6001 L F+-- - 2 1/2 1118• ANCHOR CLIP, 1504 ALUMINUM 6063 -T6 2 9118" PLAN VIEW OF ANCHOR CUP 3/B" 68 1/4' r - 1 181' -- .1 " PROPRIETARY AND C06RDENTML — •.. ` TIg. W TIM ORAWINO IS 714E SOLE PROPERTY OF • WUbOW SYSTEMS. INC. ANY REPRODUCTION IN PMT OR AS A WHOLE INFORM6UONCONTAINED V WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, OCAS PROFIMITER -- 1.835 .950 L REINF. SASH MTG. RAIL -1497 ALUM 6063 T-6 6118° PVC SCREEN SUPPORT - 6014 PVC SASH STOP -6029 PVC GLAZING BEAD -6016 1 118' 1 PVC SCREEN CATCH - 6013 AME FR CCRNER CONSTRUCTION CORNER WELD (ALL SIDES) FIXED 115811NG RAIL SCREWED TOGETHER WITH OUTERFRAME SASH CATCH IMPACT ALUMINUM 6063 -T6 ` ✓` 4 .: - • VPnIk61 %. o ��wr�rr�ayy • FL P.B,- NO .62514 �:- • A UPDATED PER NEW FIX REQUIREMENTS I 07/07/08 SW 44TH AVE. FLORIDA 34474 EXTRUSIONS / MOM.- IMPACT _' SINGLE HUNG _ 3PAWN BY : ADE • IA TE 7nr NTS 3W73.NO.: -155 YEV. LETTER: A 9HEEt:5 OF 6 • 146028 Sub vinyl w /Rgia base. 150HO• ••• • • 83113 5iew S9ptil for PVC* • , — a • • • • 8 • — • _ • • • • • • • . • . • • — ••• •• • • • • • •• • • . • • • • • • • • . • • • • Y • • • • • • • • • •• •: ••• ••• • .v e ifr si / .1j `11,0.00011‘t ti��`' CAULK BETWEEN BUCK 2i AND OPENING BY OTHERS (MIN. EDGE DIST.) CONCRETEIMASONRY BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER WINDOW FRAME HEAD WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER EXTERIOR FNISH BY OTHERS 0 0 • �• ► ••P • P • � o•g P•; P - a P • • BY OTHERS • 8 •• : —..� I �■ 1 11 ' mow ■.GI _W • • P • . • • • P • .r." •O o. •4 os. • P • P. .` P. • P O. •• o O. I.O •.p• •• ► . .. ► 4T0 O � • • VER11CALBEQTTON• • • /MASONRY♦ • (M�EMBEDMENT) ° ,° •° 4 2J12 ° �r. • s (MIN. EDGE DIST.) • 4 4 • q r • • P • R • D (MIN EMBEDMENT) •. ° .• a ' ► A • .° b ° • ° J. IS • ° • — 1 -1/4• MAX Blink ii • (BEE NOTE 2 & 3 ° • a • ON SHT. 2) • °, 4° 1 BY WOOD BUCK : • • BY OTHERS A. • ° ANCHOR CUP INSTALLATION ANCHOR, 3/18• DIA. MAS NRY ANCHOR. • • • • • • • • • • • • • • CAULK BETWEEN BUCK AND OPENING BY OTHERS . INSTALLATION ANCHOR, 3118' DIA MASONRY ANCHOR ANCHOR cuP � 114 MAX SHIM (SEE NOTE 2 &3 ON BHT. 2) 18Y WOOD BUCK BY OTHERS 1 1/4 (MIN. EMBEDMENT) ▪ -• • f1Y. n•OO PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS WINDOW FRAME SILL OONCRETERMASONRY BY OTHERS 1/4' MAX SHIM (SEE NOTE 2 & 3 ON SKY. 2) ANCHOR CLIP 1 BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR, 3/18' DIA MASONRY ANCHOR. PERIMETER CAULK BY INSTALLER HORIZONTAL SECTION CUP (MASONRY) LIM (MIN. EDGE DIST.) WINDOW FRAME JAMB ® ALTERNATE PRECAST SILL DETAIL CLIP (MASONRY) • • PROPRETARYANO COMMENSAL THE INFORMATION CONTAINED IN VHS DRAWING IS THE SOLE PROPERTY OiSUp}gI WINDOW SYSTEMS. INC. ANY REPRCIIUCIION IN PART OR AS A MMOLEIAMPOSTME WRITTEN PERMISSION OF CUSTOMY19NDOW SYSTEMS, INC. IS PRONIETI D... • • I.TtltfI a 1/4' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) ANCHOR CUP ANCHOR CUP ' A t 9iasialtr ;.. o FL P.E•310. 62514 . PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS INSTALLATION ANCHOR. 3/16* DIA. MASONRY ANCHOR. 114" MAX. SHIM 1--. (SEE NOTE 2 & 3 ON SHT. 2) @MIN. EMBEDMENT) 2 1N (MIN. EDGE GIST.) . • • • • 7 318' (M)N. EMBEDMENT) .°• ; 4 INSTALLATION ANCHOR, A •10 WOOD SCREW ♦ . c ► . CAULK BETWEEN BUCK ° AND OPENING BY OTHERS • • ► • i • • • . ° • ° s ► CONCRETFJMASONRY . ° . •A BY OTHERS • /01 HORIZONTAL SECTION ' CUP (WOOD) ° 2 BYSUCK BY OTHERS ra L Al UPDATED PER NEW FBC REQUIREMENTS i:.•1EBN4 R. SW 44TH AVE. FLORIDA 34474 : TION DETAI W/ LIP, - IMPACT 07/07/08 7nnooe O ' : CWS -155 60F • • • • • • • • ••• • • . • • • • • •: • • • • ••: • ••• • • • •• •• • ••• '�fEQ lift)atllt• • 1 1I4° (MIN. EMBEDMENT) DRYWALL BY OTHERS DRYWALL CONCRETE/MASONRY BY R OTHERS 2 12° BY OTHERS I �1 (MIN EDGE DIST.) CONCRETE/MASONRY BY OTHERS CAULK BETWEEN BUCK AND OPENING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER ► W FRAME CAULK UNDER SCREW HEAD BY INSTALLER PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS ••• • • • ••• WINDOW FRAME SILL CONCRETE/MASONRY BY °Twits ••• • ••• • • • MI WERFCAL ✓iECTION • • • • • • • • Flour (FASO • • • • • •• • • • • • • •...m...4 A •• . • • • ••• • • • • • • • • • • •• • • • • • • • • • • • • •• • • • • •• • • •• • • • INSTALLATION ANCHOR. 3/18° DIA. MASONRY SCREW WNEOPRENE BACKED WASHER THRU SCREW SUPPORT ti•: BY WOO BUCK (MIN EMBEDMENT) 212 •4 • 1 1/4° • BY OTHERS MN. EDGE DIST.) • • • • • NO MAX SHIM 1 •• (SEE NOTE 2 4 3 ON SIT. 2) CAULK UNDER SCREW HEAD BY INSTALLERS INSTALLATION ANCHOR, 3115• DIA. MASONRY SCREW MNEOPRENE BACKED WASHER THRU SCREW SUPPORT INSTALLATION ANCHOR. 3/18° OIA. MASONRY SCREW r/NEOPRENE BACKED WASHER THRU SCREW SUPPORT HIGH STRENGTH STRUCTURAL GROUT BY OTHERS 11L4 EMBEDMENT) V4° MAX SHIM (SEE NOTE 2 8 3 ON SHT. 2) SILL STOOL BY OTHERS CAULK BETWEEN BUCK AND OPENING BY OTHERS EXT. FINISH BY OTHERS 1 BY WOOD BUCK BY OTHERS Nor MAX SHIM (SEE NOTE 2 & 3 ON BHT. 2) � CAUU( UNDER SCREW HEAD BY INSTALLER PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHP_RS WINDOW FRAME JAMB PERIMETER CAULK BY INSTALLER ® FR SECTION FRAME (MASONRY) I�I ® FRAME HORIZONTAL (WOOD) SECTION CONCRETE/MASONRY BY OTHERS CAULK UNDER SCREW HEAD BY INSTALLER WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER ® ALTERNATE PRECAST SILL DETAIL FRAME (MASONRY) USE SOLID WOOD SUPPORT TO MAKE 811± �� LEVEL BY OTHERS • ``. < 4 210 i — (MIN EDGE DIST.) PROPRETARYAND COWP1EN11 L - ° c n i . THE INFORMATION CONTAINED IN moan is me sow PROPEL WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS AWHOLE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. 15 PRO ' F 114' MAX SHIM --� (SEE NOTE 2 4 3 ON SHT. 2) EXTERIOR FINISH BY OTHERS INSTALLATION ANCHOR 3118' DIA. MASONRY SCREW aiNEOPRENE BACKED WASHER THRU SCREW SUPPORT 1 1M• FL. Mg. p: S 4' • * I.', . a (SEE NO SHIM 2& (BE NO243ON 8HT. 2) (MIN EMBEDMENT) (MIN EDGE DIST.) :f1800 SW 44TH AVE. 'OCALA, FLORIDA 34474 iS (MIN. EMBEDMENT) DRYWALL BY OTHERS 2 BY WOOD BUCK BY OTHERS •••• • C INSTALLATION ANCHOR, CO DIA. • • , WOOD ANCHORWINEOPRENE A 1 BACKED WASHER THRUSCREW • . • SUPPORT CAULK BETWEEN BUCK AND OPENING BY OTHERS INSTALLATION DETAIL THRU FRAME - I CT • r . — ARAM BY: TE: r,,,�� <?'.: �: ^• e' ' PVC SINGLE HUN(i ADE 7/712008 CALE: NO.: 8100 NTS CWS -155 ' A EET:7 SHEATHING BY OTHERS EXTERIOR FINISH -- BY OTHERS CAULK BEHIND FIN BY INSTALLER WINDOW WRAP 9Y INSTALLER PERIMETER CAULK BY INSTALLER WINDOW FRAME HEAD WINDOW FRAME SILL CAULK BEHIND FIN BY INSTALLER PERIMETER CAULK BY INSTALLER WINDOW WRAP ILIANkne.81 • • • • EXIff Tils4 • • • • • • Ein • • LYZ (MIN EMBEDMENT) INSTALLATION ANCHOR, *1 WOOD SCREW LUZ SHEATHING (MIN EMBEDMENT) BY OTHERS • • • • • • • • vERIAL, sechr • • • • • • • FIN (WOOD) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 2 BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR, WS WOOD SCREW ire MAX SHIM (SEE NOTE 2 30N GMT. 2) 114- MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) 2 BY WOOD BUCK BY OTHERS SHEATHING BY OTHERS 2 BY WOOD BUCK BY OTHERS PROPRIETORY AND COMIDENTILL THE INFORMATION CONTAINED IN WIIS DRAWING IS THE SOLE PROPERTY WINDOW sYsrus. INC. ANY REPRODUCTION IN PART OR AS A WRITTEN PERMISSION Of CUSTOM M?V0W SYSTEMS. INC. 15 Pr= "291 INSTAUATION ANCHOR, Ei WOOD SCREW VC MAX SHIM (SEE NOTE 2 & 3 ON SHT„ 2) WINDOW FRAME LIM JAMB (9N EMBEDMENT) EXTERIOR FINISH BY OTHERS WINDOW WRAP BY INSTALLER CAULK BEHIND FIN BY INSTALLER PERIMETER CAUU( BY INSTALLER Cr\ HORIZONTAL SECTION W FIN (WOOD) IWO SW 44TH AVE. • 00 • ' - - 4 CAU1/4 FLORIDA 34474 a ES OF a t noriaa tsuiiumg Lout; vim= t:qt5t tr. PaibiONONO _0 614Mir BCIS Home 1 Log In 1 User Registration 1 Hot Topics I Submit Surcharge 1 Stets & Facts 1 (Publications J FBC Staff 1 BQS Site Map 1 Links Search Product Approval USER: Public User FL # Application Type Code Version Application Status Comments Archived product Approval Meng > product or Application Seardi > FL6890 -R3 1' r • Revision' I 2007 4', ,I Approved il • 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 Technical Representative Address /Phone /Email 1900 SW 44th Avenge Custom Window Systems, Inc. Ocala, FL 34474 (352) 368 -6922 Ex 208 Category Windows \\ " Subcategory Casement Quality Assurance Representative Ralph Emminger ## 1 Address /Phone /Email Compliance Method Florida Engineer or Architect Name who developed the Evaluatibn Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Michael LaFevre mlafevre @cws.cc Michael LaFevre ## 1900 SW 44th Avenge Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre @cws.cc Roberto Lomas Standard • • • • AAMA /101/I.S.2 -97 i AAMA/WDMA /101/I.S.2/A440 -05 : • . • ASTM E1886 -02 1. �� 1 LI.5V 1 VI. J n Report frdm a Florida Registered Architect or a Licensed Florida Professional ngineer Evaluation Repo - Hardcopy Received PE -62514 •••••• Keystone Certifications, Inc. • • ▪ • • • 12/31/2010 •• • • • • • • •• •• Steven M. Urich, PE 1 • • Validation Checklist - Hardcopy it ;iejved • • • • • • • • •••• • • •• FL6890 R3 COI 510489A (Eval Rep•C•Ar8400Impaci).pdf • •• • • • •• •• •• • • • • • • Year • • 1997 • 2005 •••• • • • 2002 • • • • • • S6mmark of Products FL # I I Model, Number or Name Description 6890 1 1 18400 Vinyl Casement 8400 Vinyl Casement (Impact w /heat strengthened glass . im of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/ -67.5 Other: 8400 Vinyl Casement (Impact w /heat strengthened glass) Large Missile, DP = +/- 67.5 psf, 37x laminated glass will have DuPont's Interlayer when used In HVHZ. Installation Instructions FL6890 R3 II CWS -161A (CA -8400 Impact).pdf FL6890 R3 II DuPont PVB NOA 05 -1208 02.pdf FL689Q R3 II Mlkron NOA 06 -1220 01.odf Verifled By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL6890 R3 At; 510489A (Eva] Rep CA -8400 Jmpact).odf Created by Independent Third Party: Yes 6890.2 I 8400 Vinyl Casement. 8400 Vinyl iCasement (Impact w /annealed glass). Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: yes Design Pressure: +60/ -60 Other: 8400 Vinyl Casement (Impact w /annealed glass), Large Missile, DP = +/ -60 psf, 37x63, laminated glass will have DuPont's interlayer when used In HVHZ. Installatidn instructions FL6890 R3 II CWS -161A (CA -8400 Impact).pdf FL6890 R3 II DuPont PVB NOA 05 -1208 02.odf FL6890 R3 II Mlkron NOA 06 -1220 01.odf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL6890 R3 AE 510489A (Eva) Rep CA - 8400 Impact).pdf p Created by Independent Third Party: Yes 6890.3 8400 Vinyl Casement Impact Window CA -8400 Vinyl Casement w/ heat strengthened glass. I Limits of Use • Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +75/ -75 Other: Large Missile, 40° x 63 °, DP = +/- 75 psf, (Impact w/ heat strengthened glass, PVB). Installation Instructions FL6890 R3 II CWS -240 (CA-8400 Impact 40 x 63),pdf FL6890 R3 II DuPont PVB NOA 05 -1208 02.pdf FL6890 RD II Mlkron NOA 06 -1220 01.pdf Verifled By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports R3 AE 511043 (Eval Rep CA -8400 Impact 40 ,FL6890 x 63).pdf Created by Independent Third Party: /A5• • • • Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved ASTM E1996 -02 . 2002 PA/TAS 201/202/203 1994 12/19%2008 12/29/2008 01/08/2009 02/03/2009 i Back 1 CA Administrattnrt • • Department of Community Alfajirs •••• Florida Building Code Online • • • • • Codes and Standards • • • • • • • • • • • 2555 Shumard Oak Boulevard! • Tallahassee, Florida 32399 -2100 • • • (850) 487 -1824, Fax (850) 414 -8436 • • • • • • © 2000 -2005 The State or Florida. All rights reserved. Copyright and Disclaimer • • • • • Product Approval Accepts:) • • • •• • •••• • • • • Next 1 I • • • •• • • • • • • • •• • • rage 2 of .i • • • • • • • • • •••• •• • • • • • • • • •••• • •• • • •• • • • • •••• • • • • •• • • • • • • • • •• •• • • • •••• •• • • • • • • • •••• • •• • • •••• O. • • • • •• •• •• • • • • • • • • • • • • • • • • • • • • • •• • •••• • • • • 'L. Roberto Lomas P.E. 1432 Woodford Rd. Clemmons, NC 27012 336- 945 -9695 Manufacturer: Custom Window Systems 1900 S.W. 44 Avenue Ocala, FL 34474 Supporting Technical Documentation: 1 of 2 Engineering Evaluation Report • Report No.: 510489A Product Line: 8400 PVC Casement— Impact resistant Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9B- 72.070 method 1(d). The product listed herein compiles with the 2007 Florida Building. Product description: Casement window, impact resistant made of white•rigid PVC. Frame and active sash were of welded mitered corner construction. 1. Approval document drawing CWS -161 Revision A, dated 06/19/2008 sheet 1 of 8, titled 8400 PVC Casement, prepared, signed and sealed by L Roberto Lomas P.E. 2. Test reports: a) Report No.: NCTL 210 3274 - 1, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, t67.5psf design pressure, 10.5psf water infiltration TAS 203 - Cyclic Pressure Loading t60.0psf design pressure b) Report No.: NCTL. 210 = 3274 -1A, signed by Gerard J. Ferrara PIE National Certified Testing Laboratories ASTM E 1886 -02 and ASTM E1996 -02 ASTM E 18861E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 18881E 1996 Cyclic Load Test, ±60.0psf design pressure c) Report No.: NCTL 210 - 3276 -1, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, ±67.5psf design pressure,• 10.5psf water infiltration TAS 203 -94 - Cyclic Pressure Loading ±67.5psf design pressure d) Report No.: NCTL 210- 3276 -1A, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories ASTM E 1886 -02 and ASTM E1998 -02 ASTM E 18861E 1996 Large Missile Impact Test, Level D, Mnd Zone 4 ASTM E 18861E 1996 Cyclic Load Test, ±67.5psf design p ` assure e) Report No.: CTLA 1344W -4, signed and sealed by Ramesh Patel P.E. National Certified Testing Laboratories AAMA/NWWDA 101/I.S2 -97 Design pressure: ±60.0psf Water penetration resistance: 10.5psf • 3. Anchor calculations, report number 510116, prepared, signed and sealed by L Roberto Lomas P.E. • • • • • • • • •••• • • . • • . • • • •••wilt.3tt • w4 a •••S vtiVt r' •1 `\ �` • • s : <07 .• • i.- ;4"1'. . • .. • • mo t, _ . 1 ,. . , 1 • • • • • • • d _ • e •1• .. . f tee. Lego tet... • _ . L. Roberto Lomas P.E. 1 Woodford Rd. Clemmons, NC 27012 336- 945 -9695 Limitations and Conditions of use: Engineering Evaluation Report Report No.: 510489A Unit Size U • to 37 "x83" Up to 37 "x72° Max. D.L.O. Des ign Pressure Rating 29'/4"X55 29'/."x64 Impact Rating Large and Small Missile Im "act Large and Small Missile Impact • Units up to 37 "x63" must be glazed with: 3/4° !GU consisting of outboard lite 1/8" Ann — Air — laminated inboard lite consisting of 1/8" Ann -•- 0,090" Solutia or DuPont PVB interlayer —1 /8" Ann, per ASTM E 1300-02. • Units up to 37"x72" must be glazed with 3/4" IGU consisting of: outboard lite 1%8" HS —Air— laminated inboard lite consisting of 1/8" HS — 0.0901' Solutia or DuPont PVB interlayer — 1/8" H. per ASTM E 1300 -02. • Solutia interlayer per NOA 03-0827.08 a • DuPont interlayer 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 06- 1220.01 1 Installation: • Units must be installed in accordance with approval document, CWS -161 Revision A. Certification of independence Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, l don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 2 of 2 •••• • • • • • •••• • • • • •• • • -. • • • I. r. • • ••••..�i :'.: .1 -•..• 4, • • .• . ••• • . . •••• , .• • ••• • '• f ;• • �.. ��•. cif fir• •• . }.: w••••• • . 0 •. L F 4 L I 113 41 1 $ b4, f.• ; i si i • • • 73 114' MAx . OVERALL HEIGHT 7Y HEIGHT MAX. SASH HEIGHT 381M MAX. OVERALL FLANGE WIDTH 3r UNIT WIDTH 38' MAX SASH WIDTH CASEMENT ELEVATION (LARGE MISSILE IMPACT) (SHOWN W/ DIFFERENT OPTIONS) 29114• GLASS DLO LEFT HINGED - SHOWN RIGHT HINGED- OPPOSITE •• ••• • • • • • •• • • • • • • • • • • • • • • • • • •• ••• •• • • • •• TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS,_....... _ .1 • . ANCHOR SSI16 3ULE & NOTES• a •___ • 2 • D.PoCI-NARTme, GLAZING IIEl AILSR_ -_ . !0 • • S DIX E C I n� $I VI & // _. _4 • • INST4LLATI � -- - ____... _ _5 • • �•._..._...•._.._.._...•.,&8 • 84 UM MAIL OVERALL HEIGHT 63• UNIT HEIGHT $9 914' MAX. SASH HEIGHT 38 114' • MAX. OVERALL WIDTH Sr UNIT 1M0114 35173T MAX. SASH WIDTH 29114' RIGHT HINGED - SHOWN LEFT HINGED- OPPOSITE GLA63DLO PVC IMPACT RFfh IREMFNT, 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDfT1ON. 2. GLAZING DETAILS: (SEE SHEET3) 3. CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR RIGHT. 4. DESIGN PRESSURE RATINGS (SEE SHEET 3) - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 - POSITIVE DESIGN LOADS BASED ON TEST PRESSURE, WATER INFILTRATION TEST PRESSURES AND GLASS TABLES ASTM E 1300 5. ANCHORAGE THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8.8 FOR ANCHOR DETAIL. 8. SHUTTERS ARE NOT REOU.If;ED, 7. ALL FRAMES AND VENTS FULLY WELDED. 8. REFERENCE TEST REPORTS: NCR 210-3274 -1A • NCTL 210327+1, NCTL-2103278 -1A. NCTL-210 3 27 8 -1. 0. SERIES/MODEL DESIGNATION CA4400. 10. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X STAND FOR THE FOLLOWING: X = OPERABLE SASH ,. ,194Q S.W 44TH AVENUE a _ \f/eI.A. FLORIDA34474 h ,, .mi ± �� r $i$%CCASEMENT P R O P R I E T A R Y AND COPIWENiHL - • t , • • e:, THE WFORLWTION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF COSIGL1 • • LR O )q- 84 . 00 teoows sTas. Ur. Ann RFaROOUCnax wvat * oRAsAWHOLE%%mour n$ • .. FLP.E NCI. 83514 „ . .w. -- WRITTEN PERMSSIONOF CUSTOM WII OW SYSTEMS. INC. IS PROHT6rED. • _ t•. • ;; A I UPDATED PER NEW FBC REQUIREMENTS (07/07/08 NOTES & ELEVATIONS - LARGE MISSILE IMPACT nNAWN il BAT NTS 4tV.ItI ILi: A JAM: 7!712008 CWS -18 ' 10F8 ••• • • • • ••• • • • • • • • • • • • • • •••• • • • • • • • • • • • • • • •• •• • • • ' •• ••• ••• • • • ••• • • 6' MAX 12112' ITYPI MAX 0.C. MP) B' MAX. ITYP) SEE NOTE 2 16' MAX 43.c. _ .1111 IIIII 18' MAX, O. IIYP) ANCHOR LAYOUT - IFI.ANQEI TNRUFRAI CUP (WOOD oRDream Wr Nasow Dr NOTES: FOR TS WP TO 37 x 7T 1. INSTALL ONE ANCHOR_7tTALIATION LOCATION. • • • • • • • • • • • ••• • • •• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 8" MAX INSTALLATION . ANCHORS TYP. 6" MAX I 12 1P2 ITYP) MAX O: f — T SEE NOTE 2 G. ANCHOR LAYOUT- IFLANGEI THRU FRAME 00.1P( , 0W MA90Y OPQNW01 ' PORUMTh UP TO 37'x 63" 4' MAX. (TYP) s- MAX, 0.C. (TYP) INSTALLATION ANCHORS TYP. 2 SHIM AS REM) AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1110' IS PRESENT. 3 LOAD BEARING SHIMS SHALL SE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4 3M6" CIA ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MN. EMBEDMENT OF 11114' MTO MASONRY TURD FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21x2' SHALL BE ACHIEVED. 5. #10 W000 SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE AMIN. EMBEDMENT OF 1 8/8" two 2 BY WOOD BUCK 8. #8 W000 SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/2" INTO 2 BY WOOD BUCK FOR FIN INSTALL r 1 • • • • • • • • • • 7. SEAL C.ORNERS4AY L 0IILIT 51SAASNANT. • • • • • • • • • B. ALL INtrALLAA184ANC?ItDRS MUST dE 811ALIEbF A CORROSION RESISTANT MATERIAL OR COATING. B. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHAki. NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. •, • ••• • ••• • • •? 10. INVT1 LAT:IN ANCItIR:APF\ PMEITSH ItOOUt�'S HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERY,�ES: AiNQOD - MINIMUM SafiGIF)C GRA OF G= 42• - i B. CONCRE /B- MINIMUMCOMPiiESSNI STREMGTi1 OF 3.200 PSI C. MINSONftf - STREROTH CORFORMAR 10 ATM C-90, GRADE N, TYPE 1 (OR GREATER). PROPRETARTANO cov iTMLL ANCFI¢R LAYOUT -IFINI TM) FIN WOOD OPENING] FOR WITS UP 1O3r x 7T BEE NOTE 8 . - • L IT{fd�Ji1'O1L7MA5 � FLAp•E. NO. 62914 r A [UPDATED PER NEW FSC REQUIREMENTS 07/07/08 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 PVC CASEMENT 8400 - )- s-- ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT 7/7/2008 CWS -181 20F8 - MO DULAR SIZES (UNIT W iNDO W S!Zp HEIGHT ON) W 1DT11 (IN) CLASS TYPE 20 29 1/2 31 1/1 35 IR 39 1R 41 In 43 IR 4T I/2 51 I/2 53 In 55 I/2 S9 In 61 314 63 lR 6S 1n 67 1R 7D 3!d 17 7/8 C, D +67.51.67.5 +67.5/47.5 +67.5/- 67.5 +67.51.67.5 +67.51 -675 +67.5/ -67.3 -67.51 -67.5 +67.51 -673 +675/ -67.5 +67.5/ -67.5 +67.5/-67.5 +67.5/ -67.5 +67.5/-67.5 +67.5/ -67.5 +67.5/ -67.5 +67.5/-67.5 +67.5/ -67.5 23 In C, D • + 673 /-67.5 +67.5/-67.5 +67.5/- 673 +67.5/ -67.5 +67.5/- 67.5 +67.5/475 +67.5/ -675 +67.5/ -67.5 +67.51 -67.5 +67.5/67.5 +6731-67.5 +6731- 67.3 +61.51 -67.5 +67.5/- 67.5 +67.5/- 67.5 +67.5/47.5 211/2 C, D • +673/47.5 +673/ -673 +67.5/ -67.5 +67.5/ -67.5 +67.5/-67.5 +67.5/ -67.5 +67.5/ -675 +67.5/- 67.5 +67.5/ -67.5 +67.51.67.5 +67.5157.5 +673/ 673 +67.51 -67.5 +67.5/- 67.5 +67.5/- 67.5 +67.5/ -67.5 29 112 C, D • +67.5/- 67.5 +67.51 - 67.5 +67.5/- 67.5 467.5/- 67.5 +67.51 -67.5 + 67.5(475 +675/ -673 +67.51-67.5 +67.5/ -675 +67.5/- 67.5 +67.51- 67.5 +673/- 67.5 +67.5/- 673 +67.51 -675 467.5/ -67.5 31 1/2 C, I) • • • +47.5/+7.5 +673/- 67.5 +67.5/47.5 467.5/- 67.5 +67.5/- 675 467.5/ -67.5 +67.5/ -67.5 +67.5/67.5 +67.5/ - 67.5467.5 / -675 +67.51.67.5 +67.5/ -67.5 +67.5/47.5 +67.5/47.5 35 1/2 C, 13 • • • • +67.5/475 +67.5147.5 +673/67.5 +67.5/ -67.5 +67.5/ -67.5+67.5 / -67.5 +67.5/ -67.5 +673/47.54673 / -67.5 +67.5/ -67.5 + 67.5/47.5 +673/ 47.5 +67.5467.5 35 314 C. D • • • • +67.5/ -67.5 4673 /-67.3 +67.5/47.5 +67.5/475 +67.5/ -67.5 +67.5/ -67.5 +67.5/ -67.5 +67.5/47.5 +67.51-67.5 +67.5/67.5 +67.51- 67.5 +67.5/47.5 467.5 /475 COMMODI'WSIZES (TIP - TIP) - - . HEIGHT(IN) WIDTH (IN) GLASS TYPE 21 114 583/8 5�0 5 56 63 72 • • 19 116 . _C, D - +6731-67.5 +67,5 /-67 5 57 =67.5 +67.51- 67.5 +67.5/ -673 +673/ -67.5 26 1/2 C. D • • +61.5/ -675 +675/-67.5 467.51 -67.5 +67.5/-673 +673/ -673 (3 C. D • +6751- 677.51 -67:3^ ' 7S /- 67.5 +67.5/ -673 +673/673 • MODULAR SIZES (UNITWINDOW SIZ5 • 314 OVERALL • 51BGUT(IN) WIDTH (IN) CLASS TYPE 50 291/ 31 112 351/2 391/2 41 1/2 43 1/2 47112 Bt 1/2 53 1/2 SS I/2 59 1/2 177/8 A,B +601-60 +60/ -60 4601 -60 +60/60 +601-60 4160/40 +60/-60 +60/-60 +60/-60 +60 /-0 +60/60 +60/-60 +60/ -60 23 112 A.0) 4601-60 +60/ -60 460/ -60 • +60640 +60 /-60 460/-60 +601-60 +60/-60 +60 /-60 +60/40 +601.60 460 /-60 +60/-60 27 1/2 A. a • +60/ - 60 460/ 460/-60 460 /-60 +60660 +60/-60 460/60 +60/ -60 -1601.60 +60/-60 +60/40 +60/40 29 1/2 31 1/2 A, B A, B • • +60/40 • 4601 -60 +60/60 +60/40 +60/ -60 +601 -60 +60/-60 460/60 +601-60 +60140 +.60/-60 +60/ 460/40 +60/40 +60/ -60 460/40 460 /-60 460/-60 +60/40 460/40 +60/40 +60 %60 +60 /-60 M 11�� 1i ;; 6116' SPACE ' SS 511g LAMINATED 1/e' HEAT STRENGTHENED GLASS 3/32' DUPONT PV 118' HEAT STRENOTHENEOOIASS 35 1/2 A, B • • • +60660 460E40 r 460/40 +60/ -i0 + 601 -60 +60/40 460/ -00 +60/ -60 +60/-60 +60/ - 60 35 3/4 A. B • • • . • +60/ - 60 J +601 - 60 +60 +60/ +60/ +60 / . +601 - 60 +60 / +60%60 COMMODfY (TIP -TIP) • i ;EI ►w'+ pima* HIIG11T(IN) W ID3H (IN) GLASS TYPE 21 l/4 33 3/8 50 5 18 56 63 • l91/8 A.B 460/40 +60/ - 60 +60/ +60/40 +60%60 • z6 In 37 A. B A, 8 • • +60/60 +60/40 +60160 +60/-60 +60/-60 +60/40 +60%60 +601-60 314 OVERALL = - -- 1/6• NEATSTRENOTNENED GLASS `�"' i 5/1fi AIR SPACE ��- - - - - - - - - ". OVERALL OVERALL Rapt 6118' LAMINATEO .. . 1/8 ° _ - - - - - •'NOTRECOMMENDED iT 1 ■ NO 411-1.1-1•111121 HEAYSTRE;NGTHENEDGLASS i- 3/32' DUPONTPVH INTERIAYHS 1/e' HE:AT STRENGTHENED GLASS 314 314' 118 ANNEALED GLASS 9/18' AIR SPACE � � 6/10 LAMINATED N� 1/e• ANNEALLi'>DGlA85 • • • • r 31321 1N LESOI tt�R1AYt72 • r IL. • 1.• 1�1tdt� • i 1/8• TEMPERED GIASS 8178' AIR SPACE • 6116 LAMINATED 1/8' ANNEALED (MASS 3x32 DUPONT P118 1NiERtAYER ( II VW ANNEALED GLASS III W 1. IF SIZE INTENDED 1S NOT GLASS TYPE 0 SHOWN, USE NEXT LARGER $z . '� may, - /// :. / A UPDATED PER NEW FBC REOUIR! J REQUIREMENTS 07/07108 t >, P . p c , • • Y.;;r,OCALA, ^ ?• 4900 S.W. 44TH AVENUE FLORIDA 34174 - .4.17__ �='' f31A TYP�F !; r 1 � • 5 ( , • ••• • • •• • ;_ � t•• • ••• • • 1 . :-. p .. M I •. 4 h I. DP CHARTS 8 GLAZING - LARGE MISSILE IMPACT . • • • • •• 0 H • • • ` i • • • • • • • • • • ("1 : ' � � " T YPE • ' .. d c , •::: ' EUts PVC CASEMENT . tlY: w 7/72008 • A • • • • • • GLASS PR6PPIETARYMO CoNFmE>HTSAL • - G II BOLE 11,1;: y{� .:' I i' Ltimbal:, MAE• ur, L: _ . 8400 �CAL.r: N75 +tv. Lt I I A - PIM.. Nu.: CWS 181 3Ht 3 OF 8 THE PIFORMATIONCAMAIE0 H TOPS DRAMM IS THE PROPERTY Oeculfro W M/0W STSTEMS. INC AM' REPROWC'r1ON IN PART OR AS A WHOLE N4T1Y Ur IRE . WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROISSITID - . FL P.E NO. 62514 - - •' a .. ., , ••• • • • • • • • • • • • • • •• • • • • • • • •• •• • • ••• • • • ••• • • • • • .• • • • • • • • •• •• ••• • • • • L RO8ERTO FL PE. NO. S2514 UPDATED PER NEW ESC REQUIREMENTS 07/07/08 •SECTION VIEW ALT FIN FRAME PVC CASEMENT 8400 7/7/2008 CWS-181 4 OF 8 OVERALL RANGE MIGHT EXTERIOR s :,, II, IA Bk I iT - II Fr9 1 ,---'``.-'. "- -al Lt'ips. --'•-•■ r t No... ... -..• _....::t WI -- . 1 •Y l ' i M■ • J C• • • a , k". • • b • • • • • • T.1 • • • •• ••• •• • • • •• TYPICAL VERTICAL SECTION • ••• • • • • • • • • • • • • • • • • •• • • •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • ••• .• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • UNIT HEIGHT p y t : 22, 25,33,38,42,48-48,51-53,55 E USED BUT NOT SHOWN FOR LARITf. ALTERNATE FIN FRAPIE PROPRIETARY ARO CONFIDENTAL • THE INFORMATION =quota' 54 THIS DOMING IS 11 IE SOLE PROPEWIT OA CL4TOM WINDOW SYSTEMS. DX. ANY REPRODUCTION TN PART 05 45 A WHOLE WITHMItTHE WRITTEN PEVAISSION OF CUSTOM VMNOOW SYSTIEIZS. I IS PROHIBITED. TYPICAL HORIZONTAL SECTION . 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 -LARGE MISSILE IMPACT Rem A Parts Da.er1ptlon FRAME CORNER CONSTRUCTION 1 18030 FR, CASE. I14µ - 3 ilE" 3 118' --{ 2 54050 co4Awti+taaH 503210524 02 (Aso x.un, ro 3 . \ 3 11.6030 FR. GIBE. MN. SU.• ill ♦ 4 P4050 COL- AUSTLI 1 5032.02 (A50 X.431), SLL 6 146030 FR, CASE, MN, Al. ROLE 0 000 ' ' B P4050 COL-ALUM S% (A50 x.437) J6. PoGHT 7 H8030 FR, CASE, VAN, JB, LEFT. �= ... . - -, � 7 8 P4050 coL- at3 •rL,.tsosz- wz(ASax.43n.s..l.�r 21132' 0 16006 SASH CASE, TOP PAL % � 412 � 10 -1505 REM. CISESASH TOP F641. t •' �. cdRHER WELD (ALL S1DEB) 11 .S 146006 SA81-1 CASE. BOT.RAL 1t ,. ■.. P.m.. • 12 5--1565 PEW. CASE. SASH BOTTOM RAl 11. 1,1 1 lj 13 Hama BASH CARL HOERAL, MX L1. 14 54545 ROW. CASE SA8118OEP4L HOE PVC FR. CASE., MAIN (FLANGE) l-6030 15 ]1.6008 SAW(54SE. mem.. Lox 1B 5-1505 RR CASESASHSEERALLOCK • I� .211/32'. SASH CORNERCONSTRUCTIQN 17 P-3429 WBTP, 270x BACK LL1RA FIN. BLACK SABFI PVC FR. CASE., MAIN (FIN) H-6030 10 x3217 .187 W77R9,8t1ELEAFSFAI.FRAME 2 114 • IJ t I� IN 10 P-3217 w1IRY4 HASH T 20 141502 S�4RAL,BCEB1M 21 141503 SoiE$JRAL TORSOS 22 8-1016 • 23 8.6018 617.130.„ 315? 31, F., 1 = OQ 17137 21. 8 801E C1 Z.80.3q•,FXDXO_VBT7. � � CORNER WELD (ALL SIDES) 26 PO50 RIFHTBft ZNCL SOLflN PVC SASH, CASE. H•6008 3a • , _ , � 1 �, m 5+1004 4 NI aa-32 - 3zzia•F1IttLS.ss(RCT10H7A£ wag 27 54014 11911E 810. ROM 0 45. ROT° FEWE (w7TN 28 • P4005 61FPORTRATE, LOCK SB, ROTO (ta.w, ". 17132' 29 P4036 LOCK, MBLIFPONT.ROTOH79.8.v53E • SCREEN RAIL, 1 11/32' sa' ALUMIUM 606�T 1593 C� 30 t�T OPEN A38 Ror a oFeMTORSt wRL �r>1 31 P4912 dm4RU(nal4�utTVRROroFT3AE(4.6m9 R •009 TRACK L SLIDER ABSM ROTO OM. R3IO 1imE. (131 i . SCREEN RAIL, SIDE'BTM H -1592 0000 ALUMINUM 6063 -T6 . 33 P4010 STL21131OCT. RSTO OPBL LH. RCROHNE. 34 FAKES (LEFERB 'FORLEFTORB: ORNCAe>$em 35 MCAAHOS R LOBIASSY 1FORLEF NI-EOfd4CASENEN1) 35 P-4020 SUFR314T WASHER R010 oRH RO1D FONE ( 37 P.4021 f6- 32 :314 FS w 44.8070 OP RC= tOYS£ ..�, ..( .. 314" � 4 1/16' 30 54024 ...:.�, -,. .. -c.. •.�- IH - . � 39 P4031.54040 T@&U$, FOIO WM 1 - 51.000013, SB (BY 0A 1457.( �. ■ ' DE - L- - -- 1/96 - 11/18' u 40 1 TEPARG1E6, ROT0.147AE _ _ al P-4043 31111 141.1 FP0w ]] _. COIL, .05 X .437, P4050 ANCHOR CUP, P- 3780 SASH REINF. S -1505 ALUMINUM 6063 -T6 -60 ALUMINUM 606346 PVC GLAZING BEAD-6016 ALUMINUM 6063 -T6 • • 42 P4342 881MSSAL13ZS448904 43 •3752 CAPR133.1? MILE 44 P3418 107 MELT, TRU SEAL, if as P4352 SET. BLS- 45018. U6• X 58'X2 LO. ; 46 MRS .. . . _ - . - TAB ' q UPDATED PER NEW F8C REQUIREMENTS 07/07J08 /J .¢-� . •... • •• - 900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 .3813 • • • am (� • • • • 28416^ 1118 Mr 1 • L • • 1 ' . L .••' ' � . 1 , ,,,, ' . , (j „` •• $ ' • • ' „T � ' , ; - . IN • • - -4-- I 11/2" L 11 V" iLOABfinYB&61EE1'• •• =.- mac..■. 1 1. �. .SS r-. 11 - 83226 ,.. BUi®JBRFE x55 GA DX : 0u4• •" © P3157 MILLI ____ I tra zy7= • P•302t, } c ! R ` � � I { ,. i 1:.7 CU � a4 . tKEY �..+:4x.. . �• PN VIEW OF ANCHOR CUP PLAN ... pRO1E(MYAR C 18 10EH714.0 • t THE INFORMATION COMAItJES 84 N TF85OMVNNCi 1S THE SOLE PROPERLY OF w9413oYi SYSTEMS. ERMC00ON CUSTOM 1870W 174 PART S. 1 �A SRw64BT 6 • • EXTRUSIONS S. B.O.M. - LARGE MISSILE IMPACT S� • • • • tex !1110 PlA 2Td sac* • • : - PVC CASEMENT • , , 7!712008 jECII UPI r `i .�• ' L. 134OBE(tTd ) LO4: 3 FL PAWL 62514 . 1 1 OA FR.. C ASE, W FN NUM scsmvBLRFOrxr FOR wc 4: ' • ' 5 OF 8 ••• • • • • • • • • • • • • • ••• • • • • • • • •••• • • • • • • • • • • • • •• •• • • •• • • CONCRETE(MASONRY BY OTHERS EXTERIOR FINISH EY OTHERS PERIMETER CAUU( BY INSTALLER WINDOW FRAME HEAD SASH TOP RAIL SASH BOTTOM RAIL WINDOW FRAME SILL PERIMETER CAULK BYINBTALLER - EXTERIOR FINISH BY OTHERS CONCH ETE MASONRY . BY OTHERS • ••• � • • • P • • • • • • • • • • • • • • 1 BY WOOD BUCK BY OTHERS t00iRY) • ••• ••• • • • • ••• • • • • • • • • •• •• • • • • • • • • • •• • • • • • •• • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • • • • Is •• •• • • CAULK BETWEEN BUCK AND OPENING BY OTHERS CONCRETEIMASONRY ' BY OTHERS Yr (IAN. EDGE DIST.) CONCRETE/MASONRY BY OTHERS 1.112r (MN. EMBEDMENT) 1 BY WOOD BUCK BY OTHERS 114° MAX SHIM (SEE NOTE 2 & 3 ON BHT. 2) INSTALLATION ANCHOR. 3118'W. MASONRY ANCHOR ANCHOR CUP ANCHOR CLIP INSTALLATION ANCHOR, 3116' DIA. MASONRY ANCHOR 174" MAX: SHIM - (SEE NOTE 2 &3ONSHT.2) 4 7 1 114" MN. EMBEDMENT) .2 (MIN. EDGE DIST.) (MIN. EMBEDMENT) 2Jl2'. (MIN. EDGE DIST.) 0 " A 1 EY WOOD BUCK BY OTHERS EXTERI FINISH BY HORIZONTAL SECTION . CLIP (MASONRY) WINDOW FRAME Sit. PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS CONCRETE/MASONRY BY OTHERS 1/4 MAX. SHIM (SEE NOTE 2 &3ONSHr.2) INSTALLATION ANCHOR, 3/16' DIA. MASONRY ANCHOR ANCHOR CUP WINDOW FRAME JAMB PERIMETER CAULK BY INSTALLER BASH 810 RAIL 1/4' MAX SHIM (SEE NOTE 2 & 3 ON BHT. 2) INSTALLATION ANCHOR, F10 WOOD SCREW ANCHOR CLIP WINDOW FRAME JA&113 SASH BOTTOM RAIL � I I6� = = ice •a r t .' • • •D .„ rD r• rD ap D P 'p p 1% 4'. p p p a D an.i' D r D.Q D. D • p a rk. p p.rp •sp D " p- \V ALTERNATE PRECAST SILL DETAIL CUP (MASONRY) u c C t rv. -. d: °R . . z ...• •, PROPRIETAPY AND =NM 131171%1_ , - 4 q L . •; - T{Ia.,. A" TIE ED INFORMATION CONTAIN IN THIS DRAWING IS THE SOLE PROPERTY OF coo - WINDOW SYSIEMEL INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOiT•1HE . FL P.E. N12. - 81514 ; WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC- IS PROHIBITED. . e. ANCHOR CUP INSTALLATION ANCHOR, 3115" DIA. MASONRY ANCHOR 1/4" MAX. SHIM ( �TE2 &3ONSI-T.2) 2 113_ (MIN. EDGE DIST.) WEIN vti. ."R:. -•t"f� A UPDATED 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 PER NEW EBC REQUIREMENTS x7107108 717/20(18 6 OF 8 0 ••• PERIMETER CAULK a • e. O SYINSTALLER EXTERIOR FINISH BY OTHERS L134' -84IN.-EMBEDMEN1) — - {AQN. EMBEDMENT] a • ns .° A • 16 g ♦ A A na n a CONCREIFJMASONRY d . � BY OTHERS AL X n a HORIZONTAL SECTION CUP (WOOD) 2 BY WOOD BUGS BY OTHERS CAULK BETWEEN BUCK A AND OPENING BYOTHERS ALLATION ANCHOR WICLIP DETAIL -LARGE MISSILE IMPACT CWS -161 A IUPDATED PER NEW FBC REQUIREMENTS 0710710B DIZI S.W. 44TH AVENUE 1 _ , FLORIDA 34474 '1 ild (IAN. EMBEDMENT) ISCTEVOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER WINDOW FRAME HEAD SASH TOP RAIL SASH BOTTOM RAIL. WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS CONCRETFJMASONRY BY OTHERS 2J (MIN. EDGE DIST.) • a• • • • • r• •' '•O a . CONCREIEJMASONRY l ire I-- BY OTHERS (MIN. EDGE DIST.) • ••• • ••• • • • • • • •- • . • • • • • • • • • • • • • • • • VERTIeAL �EC'=IOI� • • •• • • • • • FRAME(bASGNRY) • • • • • ••• • • • • ••• • • • • • • • • • • • • • i•• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION ANCHOR. 311 G DIA. MASONRY SCREW YdNEOPRENE SACKED WASHER THRU SCREW SUPPORT CAULK BETWEEN BUCK AND OPENING BY OTHERS -BY WOOD BUCK BY OTHERS 114° MAX. SHIM (SEE NOTE 2 m 3 ON sHT. 2) DRYWALL BY OTHERS CAULK UNDER SCREW HEAD BY INSTALLER • INSTALLATION ANCHOR, 3116" DIA • MASONRY SCREW wINEOPRENE BACKED WASHER THRU SCREW SUPPORT y � / dw , i ° gig t311111 P • A. ,= •7 �� •a ° • s• f hot ,. INSTALLATION ANCHOR, 3115• DLL MASONRY SCREW vdNEOPRENE BACKED WASHER THRU SCREW SUPPORT CAW( UNDER SCREW BEAD BY.INSTALLER ISGH STRENGTH STRUCTURAL GROUT BY OTHERS 114' MAX SHIM T (SEENOTE2&3 ON S. 2) (M IN. ▪ EMBEDMENT) DRYWALL BY OTHERS 2i MN, EDGE DIST.) L1/.< (MIN. EMBEDMENT) HORIZONTAL SECTION FRAME (MASONRY) SIU. STOOL BY OTHERS USE SOLID WOOD SUPPORT TO MAKE SIU. LEVEL BY OTHERS BY WOOD BUCK BY OTHERS SASH BOTTOM RAIL WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS CONCRETE/MASONRY BY OTHERS 114" MAX. SHIM (SEE NOTE 2 B 3 ON SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER PERIMETER CAULK SY INSTALLER EXTERIOR FINISH BY OTHERS ALTERNATE PRECAST SILL DETAIL FRAM£ (MASONRY) PROPRIETARY AND COAFIDE1116SL THE INFORMAUON CONTAINED IN TINS DAM M143S THE SOLE PROPERTY OF CUSTDI WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRRTEN PERMISSION OF CUSTOM tMNOOWSYSTEMS. INC 1S PROHISREO. _, SASH SIDE RAIL WINDOW FRAME JAMB ° rT • • L ROBgRTO LOMAS • • • FLP.E NO: &2514, •". • 1E (MIN. EMBEDMENT) 114' MAX. SHIM `~ (SEE NOTE 2 & 3 ON Stir. 2) 21= (MIN. EDGE DIST. CAULK UNDER SCREW HEAD BY INSTALLER WINDOW FRAME .IAMB PERIMETER CAULK BY INSTALLER HORIZONTAL SECTION FRAME (WOOD). INSTALLATION ANCHOR, 311&' WA. • MASONRY SCREW %RNEOPRENE SACKED WASHER THRUSCREW SUPPORT CAULK UNDER SCREW HEAD BY INSTALLER • r 1H• MAX SHIM 1 (SEE NOTE 2 a 3 ON SHT. 2) (MIN. EMBE DMEN ) DRYWALL BY OTHERS 2 BY W000 BUCK • BY OTHERS INSTALLATION ANCHOR, CO WOOD SCREW WINEOPRENE BACKED • • WASHER THRU SCREW SUPPORT CAW( BETWEEN BUCK AND OPENING BY OTHERS CONCRETERMBONRY BY OTHERS EXTERIOR FINISH BY OTHERS SHEATHING SY OTHERS CAULK BEHIND FIN BY INSTALLER EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER WINDOW WRAP BY INSTALLER WINDOW FRAME HEAD WINDOW FRAME SILL WINDOW WRAP BY INSTALLER PERIMETER CAULK By INSTALLER CAULK BEHIND FIN 8Y 1NSTA1 LFR •• ••• • • • •• • •• � • • • • 111RM • •• • • • •• • • • • • •• • • •- • • • • • • • • ••• • • • • • • • • • • • • • • • • • • •• • ••• • • • ••• • 1.1/r INSTALLATION ANCHOR, (MIN. EMBEDMENT) 1/8 WOOD SCREW S�w INSTALLATION O• Se WOOD SCREW • • • • • • • • • • ®VERTICAL SECTION • • • • • • • • • • FIN (W000) • • • • • • • • • • • • • •• • • •. • • • • •• • • • • • • • • •• • ••• • .LUZ (MIN. EMBEDMENT) 2 SY WOOD BUCK 2 BY WOOD BUCK SY OTHERS BY OTHERS U4• MAX. SHIM (SEE NOTE 2 8 3 ON BHT. 2) i t2` (MW, EM8E6MFNT) 1/4• MAX. 8.124 (SEE NOTE 2 b 3 ON StTT. 2) 2 BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR, s8 WOOD SCREW SHEATHING BY OTHERS EXTERIOR FIMEH BY OTHERS CAULK REHINO FIN SY INSTALLER \\ < ` ,. i' • Vi ,,,,� t tid .� r y �HSOn PERIMETER CAULK BY INSTALLER 0 om ' HORIZONTAL SECTION l&/ FIN (WOOD) tit 1 V4' MAX. SHIM (SEE NOTE 243 ONSHT.2) WINDOW WRAP BY INSTALLER ems_ 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 PVC CASEMENT 8400 A j UPDATED PER NEW FRC REQUIREMENTS 107107,08 ALLATION ANCHOR FIN DETAIL -LARGE MISSILE IMPACT .IHAV HY: BAT n ' TE ' 7(712006 NTS 'W" NU " CWS•181 ttv.Lt iitH A *sI+Er • 80F8 BCIS Home Log In 1 User Registration 1 Hot Topics 1 Submit Surcharge 1 Stets & Facts 1 Publications FBC Staff 1 BCIS Site Map 1 links 1 Search Product Approval USER: Public User Product Aooroval Menu: > Product or Apolication Search > FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Custom Window Systems, Inc. Address /Phone /Email Authorized Signature Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Certificate of Independence Referenced Standard and Year (of Standard) • ..: 4 •. • :43 .` App FL9520 -R2 Revision 2007 Approved 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 mlafevre @cws.cc Michael LaFevre mlafevre @cws.cc Technical Representative 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 Ra s.cc Florida Engineer or Architect Name who Roberto Lomas developed the Evaluation Report Florida License PE -62514 Quality Assurance Entity Keystone Certifications, Quality Assurance Contract Expiration Date 12/31/2010 Validated By Steven M. Urich, PE on Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received •••• Validation Checklist - Hardcopy• r ocgiI Ed •••• • •• - --_• • •••• • • • • •• • • • • • • • • •• •• • •••• FL9520 R2 COI 510190B (Impact3 rn.tell Eval).pd4 • Standard AAMA 450 -06 ASTM E1300 -02 ASTM E1886 -02 • • • • • •• • • • • •• • • • • • • • • i••Yoat • 2006 •••2802 ••=602 • • • • • • • • • • • • • • • http : / /www.floridabuilding.org/pr /pr app_ dtl. aspx? param= wGEVXQwtDgvIHvmuJRWcZ1,., 6/9/2009 Summary of Products FL # Model, Number or Name Description 9520.1 3" Alum. Tube Mullion 3" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/ -67.5 Other: Large Missile Impact, Max. 53 1/8" Horiz. span, Max. 63" Vertical Span. s.. 'r Installation Instructions FL9520 R2 II CWS 150A (Impact 3 in Mull).pdf FL9520 R2 II DuPont PVB NOA 05 -1208 02.pdf FL9520 R2 II Mikron NOA 06 -1220 01.odf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL9520 R2 AE 510190B (Impact 3 in Mull Eval).pdf Created by Independent Third Party: Yes 9520. 4" Alum. Tube Mullion 4" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Limi of Use oved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/ -67.5 Other: Large Missile Impact, Max. 74 1/8" Horiz. span, Max. 76" Vertical Span. Installation Instructions FL9520 R2 II CWS-146A (Impact 4 in Mull).pdf FL9520 R2 II DuPont PVB NOA 05 -1208 02.pdf FL9520 R2 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL9520 R2 AE 510194B (Impact 4 in Mull Evall.pdf Created by Independent Third Party: Yes 9520.3 5 1/2" Alum. Tube Mullion 5 1/2" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/ -67.5 Other: Large Missile Impact, Max. 111 1/4" Horiz. span. Installation Instructions FL9520 R2 II CWS -192A (Impact 5 in Mull).pdf FL9520 R2 II DuPont PVB NOA 05 -1208 02.odf FL9S20 R2 II DuPont SGP NOA 07- 1116- 04.pdf FL9520 R2 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL9520 R2 AE 5101978 (Impact 5 in 4181 ?E%).pdf Created by Independent:Thirr flirty: Yes• • • • ••I Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved ASTM E1996 -02 2002 PA TAS 201/202/203 1994 04/30/2009 05/04/2009 05/08/2009 06/09/2009 I sack I Next DCA Administration Department of Community Affairs Florida Building Code Online Product Approval Accepts: • •••• •• • • • • • • • • •••• • • • •••• • • • • • •• •• •• • •• • • • • • • • •• • • • • • • • • •• •• http : / /www.floridabuilding.org/pr /pr app_dtl.aspx? param= wGEVXQwtDgvIHvmuJRWcZ1... 6/9/2009 • • • • • Codes and Standards • • • 2555 Shumard Oak Boulevard • • • • Tallahassee, Florida 32399 -2100 (850) © 2000 -2005 The State of 487-1824, 2 rida.A l l rights (850) • reserved. • • e ed. Coovrlght and Dlsc I • me# • •••• • • Bo http : / /www.floridabuilding.org /pr /pr app_dtl.aspx? param= wGEVXQwtDgvIHvmuJRWcZ1... 6/9/2009 L. Roberto Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27012 336- 945 -9695 Manufacturer: Product Line: 4" Mull Bar 1 of 1 Custom Window Systems 1900 S.W. 44 Avenue Ocala, FL 34474 Engineering Evaluation Report Report No.: 510194B Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9B-72.070 method 1(d). The product listed herein complies with the Florida Building Code. Product description: Extruded aluminum mull bar 1" x 4° 8063 -T6, part number 11.1804. Supporting Technical Documentation: 1. Approval document drawing number CWS -146, Revision A, titled or Mull Bar — PVC Mull Bar, prepared, signed and sealed by Luis Roberto Lomas P.E 2. Test reports No.: NCTL 210- 3424 -1, -1A, -2, -2A, -3, -3A, -4, -4A, NCTL 210- 3426 -1, -1A, -2, -2A, -3, -3A, - 4, -4A, signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando FL. • Configurations tested: Vertical and horizontal mulled units; fin and flange installation. • Standards used for testing and results: o AAMAIWDMA/CSA 101/1.S2/A440-05, AAMA 450 -06, ASTM E1886 -02 and ASTM E1996 -02, TAS 201, TAS 202 and TAS 203 o Mullions were impacted with #2 Southern Yellow Pine 2x4, length 92° and 9.251bs at 50 ft/sec. o Design pressure: ±67.5psf o Water penetration resistance: 10.125psf o Cyclic Load Test t67.5psf design pressure o Large Missile Impact, Level D, Wind Zone 4 3. Anchor calculation report No. 510195B prepared, signed and sealed by Luis Roberto Lomas P.E Limitations and Conditions of use: • Maximum design pressure: t67.5psf • Maximum horizontal mullion span: 741/8° • Maximum vertical mullion span: 76" • For window unit sizes attached to mullions refer to installation drawing. • Units attached to mullion must have their own separate approval. • Units mulled vertically without transom may be mulled indefinitely as long as maximum unit size is not exceeded. • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind borne debris regions. • Design pressure of mulled units shall be controlled by the lesser design pressure of the assembly components; the mullion or individual window units. installation: Mullion must be installed in strict accordance with installation instructions document CWS -146, Revision A. Window units must be installed to substrate according to window manufacturer's installation instructions and/or approval documentation. •••• • • • • • •••• Certification of independence: • • • •• • • • Please note that 1 don't have nor will acquire a financial interest in any company manufacturipg,gutjstributfhg the: product(s) for which this report is being issued. Also, I don't have nor will acquire a financial' n any other entity involved in the approval process of the listed product(s). r ,100 "" N 4,4 ■ ,• •. • • • . • o4 * „.wi •• •s•• • . w••e• • • • ••• L• • •-•. •• • ?•• • • ` • ` isR•14 ;`" 1:1i 009 • • • • •• • • • • • • • OV OVERALL HEIGHT 53 118` 108 018" MAX. OVERALL WIDTH ANCHOR CLIP ANCHOR CUP •• ••• • • • • • •• • • • • • • • TA LE OF COltgbgO • • •• • • • •• ••• • • • • ••• • • • • • . • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ' ••• • • 4 ••• • • 4" MULL BAR ELEVATIONS SHOWN W/DIFFEMENT OPTIONS 113 A/12' MAX. OVERALL. HEIGHT 74 1/8' MAX OVERALL WIDTH �— ar -- 1 GENERAL NOTES IL ELEVATIONS...—....1 ANCHOR SCHEDULE.. .._........»....2 DESIGN S PPHEESS UR CHA fi ............4 • • • • s I�EW • d _mow • • • • • • MULL BAR SECT S•. w.. . 5• • • • • PROPRIETARYANDCONDEIDAL INSTALLATION OBTARS....A.M..a • • • • • INPORMATKAI 03GTAIN ED INReseRA/messINE SOL • • •• • • • • • . • WINDOW WENS. DID. ANY REPRODUCTION N PART CR AS • • •• • ••• • - WR7TEN PEANNBIOW OP CUSTOM WINDOW SYSTEMS, INC. IS OR PVC W ij 1DOW$ $ ' JAULL BAR INSTALLATION REQUIREMENT$; 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDRION. INCLUDING THE HVHZ. 2. CONFIGURATIONS SHOWN: 1, VERTICAL 2. HORIZONTAL J VERTICAL 4. ALL MULLION EXTRUSIONS ARE 8053-TS ALUMINUM. 5. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BACK AND FRAMING 19 RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 0. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING AND AU. WOOD FRAMING AROUND WINDOW. 7. RESPONSIBIWTY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING COOES, ORDINANCES OR OTHER SAPTEY REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT, ENGINEER OF RECORD, BUILOB4B OWNER OROOMUTRACTOR. 0. APPROVED IMPACT PROTECTIVE SYSTEM N NOT REQUIRED FOR THIS PRODUCT IN AREAS WHERE VOID BORNE DEBRIS PROTECTION IS REQUIRED. S. REFERENCE TEST REPORTS: NCTL 210- 3424 -1, NOM 2103424-1A, NCTL 210- 3424.2, NCTL 210 2A, N01L210- 34244. NCTL 210.3424 -34. NCTL 21034244 NCTL 210- 34244A NCTL 210•3423-1. NCTI. 210-3425-1A, NCTL,210.3428.2. NCTI. 2103420 -2A, NCTL 210342134, NCTL 210-34264A, NM 2103428.4, NCTL210- 3428.4A 10. DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL 11, SEE MULLION CHARTS FOR MAXIMUM DESIGN PRESSURES. LENGTH AND ANCHCi SCHEDULE, (SHEET 283) ANCHOR 12. DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE CUP OF THE MULLION OR THE INDIVIDUAL W WDOW UNIT. 13. SINGLE UNITS TO SE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. SINGLE U NIIS TO BE MULLED TOGETHER MUST BE MANUFACTURED SY CUSTOM WINDOW SYSTEMS. INC. AND MUST BE MADE OUT OF VINYL PVC. 14. HORIZONTAL MI X OM SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. VERTICAL MIA Q I IS USED TO MULL TOP AND BOTTOM UNITS TOGETHER ANDOUR TO THE IMMORTAL IIEJLUO L %.VERTICAL MULLED UNITS MAYBE MULLED I NDEFOQIELY AS LONG AS THE SINGLE UNIT WIDTH MID HEIGHT ARE NOT EXCEEDED, AND MULUONS ARE ANCHORED AS SHOWN HEREIN. 1 4 F • • 2 • e a • 2 A j UPDATED PER NEW FBC R SW 44TH AVE. FLORIDA 34474 GENERAL NOTES A ELEVATION - 4' MULL BAR 4/1312009 107/07108 3445 NOTES: • • • • • • • • • • • • • •• • • • • • • • •• • • • • - • • • • •• • ••• • 1. INSTALL ONE ANCHOR AT EACH LOACTION ACCORDING TO THE SPACING SHOWN ABOVE, OR ACCORDING TO THE SPACING SHOWN IN THE APPROVED WINDOW UNIT INSTALLATION INSTRUCTION. WHICH EVER REQUIRES MORE ANCHORS. 2. IN CONCRETE CONSTRUCTION ATTACH MULLION TO SUBSTRATE WITH 311r DIA 17W TAPCON OF SUFFICIENT LENGTH TO ACHIEVE A 1 114` MINIMUM EMBEDMENT INTO SUBSTRATE. 3. IN WOOD CONSTRUCTION ATTACH MULLION TO SUBSTRATE WITH 410 WOOD SCREW WITH A 010 WASHER OF SUFFICIENT LENGTH TO ACHIEVE A 1 NV MINIMUM EMBEDMENT INTO SUBSTRATE. 4. AT MULLION LOCATION, ATTACH WINDOW UNIT THRU FRAME USING 010x 1 HEX WASHER HEADTEK SCREW VITEM 42). S. AU. INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. 6. FOR INSTALATION 9F (JNITp, THEI.PIFtOPI U,TE APPROVED INSTALLATION INSTRUCTION. 7. INSTALLATION ANQHORS SHALL SE WaAC30RDAITOE0UI1iPiANCHOR MANUFACTURER'S 1NSTAUATION INSTRUCTIONS, AND ANCHORS . SHALL NOT BE USED 9P SUB NG. M 311ATE9 ITI W� H I TR� LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. ; ••�0, 41 S. INSTALLATION AN5NDR Cr ES�R PRODUeTSMERLIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROP t_ _ - A. WOOD - MINIMUM SPECIFIC ORAVRY OF G.0.42 s' C o • ..1 • ' 1 .. . �' B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI ' � ;... � � �: "• C. MASONRY - STRENGTH CONFORMANCE TO ASTM 0 GRADE N. TYPE 1 (OR GREATER} o r r " . ' • ••• • ••• • • ` . •� a o • • • • • • • • • • ~ ' 9 SCALE: DIEM. • 1900 SW 44TH AVE. FLORIDA 34474 • ANCHOR SHCEDULE 7 NOTES • 4• MULL@AR -' PVC MULL BAR ►NOPOETARY Ian OQFIDENT1A1. "• 8 w g:. : • °$ e THE INFORMATION COIMNFDN IIffi DRAWING Et THE SOLE P 7Yyg Uc • •?`% ; PAW CIR AS A WA7ITENPERU:SWOPOP W8TOIMMOW N 8Y81EMEANG•i9 PP a ++ = a """ A J UPDATED PER NEW PBC REQUIREMENTS 107/07103 20F7 ANN 411010N HY: AAJ Lt ' 4/13/2008 'VeYO. NO.! 146 r •y ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • •• •• • • J ' r! p 0• .� 9 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4• HORIZONTAL MJLUON H.1604 WITH S- 1522 CLP, M°ACT ( OESGN PRESSURE CAPACITY CHART, PSF) , . UNIT H9 HT(H1) (P WDTH(W) (l TRAN50M(H2) 35 47 55 58 63 71 741/8 CLPTO JANE (2)B or (2)0 (2)6 or (2)8 (2)B os (2)B (2)8 or (2)13 (2)6 or (2)B (2)B or (2)8 (2)13 or (2)13 23 1/2 28 5/8 387.5 187.5 167.5 387.5 187.5 387.5 187.5 _ 291/2 28 5/8 187.5 ±67.5 167.5 ±67.5 367.5 167.5 - 187.5 351/2 351/2 367.5 187.5 387.5 367.5 ±87.5 167.5 ±67.5 41 1/2 37 1/18 167.5 167.5 1875 187.5 187.5 167.5 167.5 471/2 37 1/18 367.5 167.5 167.5 187.5 ±67.5 167.5 087.5 531/2 37 1/18 107.5 187.5 387.5 167.5 367.5 067.5 387.5 591/2 37 1/16 ±67.5 367.5 ' 187.5 *87.5 ±67.5 187.5 367.5 651/2 37 t /18 187.5 167.5 ±87.5 187.5 ±67.5 387.5 067.5 71 1/2 37 1/18 187.5 ' 387.5 167.5 387.5 187.5 387.5 3675 72 37 1116 367.5 167.5 367.5 367.5 367.5 167.5 387.5 78 37 1118 167.5 157.5 .187.5 1675 ±67.5 187.5 167.5 4• VERTICAL MJLLIDN H-1804 WITH 5-1522 CUP, M (DESIGN PRESSLfEECAPACITY CHART, PVT SNGLE UNIT WIDTH(W1,W2,ETC) (N) H) (N) 17 1/2 23112 271/2 29112 31 1/2 351/2 1t2>) 41 1/2 43112 ( 4112 531/8 23112 187 5 ±67.5 3875 187.5 3675 187.5 187:5 367.5 ±87.5 1875 291/2 367.5 087.5 3675 087.5 087.5 387.5 367.5 167.5 387.5 367.5 387.5 351/2 ' 167.5 387.5 167.5 367.5 167.5 167.5. 387.5 167.5 367.5 ±87.5 367.5 KITf 1 167.5 187.5 1875 167.5 387.5 167.5 - ��±87 087.5 1875 367.5 357.5 471/2 187.55 ±87.5 087.5 3875 1675 167.5 357.5 .1675 *67.5 387.5 ±67.5 ±675 ±67.5 167.5 387.5 387.5 ±67.5 CCfB_7 187.5 167.5 *87.5 187.5 591/2 ± 875 087.5 187.5 167.5 1875 ±67.5 187.5 167.5 387.5 ±87.5 0.51/24 ±675 ±67.5 _ 187.5 067.5 357.5 187.5 0 167.5 /67.5 X167.5 3575 /2 1875 357.5 057.5 ±67.5 387.5 067.5 367.5 087.5 067.5 387 357.5 78 3875 187.5 167.5 167.5 ±87.5 187.5 ±87.5 3675 187.5 067.5 087.5 •• A j UPDATED PER NEW FBC REQUI E ENTS 1107107/08 ••• • • • • • •• , • • • • • • • • • • • • • • • • • " `•� • •• ••• •• • • • •• • • ••• • ••• • • • • • • • • • • 0 • - • • • • • • • • • • • • • • `. ; i • • • • • • • • • • • AM • . 4 n{e wareerogarAr�an•son s THE E SAE A ,. - .� . -4,.... • • •• • • • • • • AR E� ry WMr oNoe nutt sionsv MT r , ;j „ - -. ;. • • • • • ••• • wnme »a+wsrorwWOOwaysraes aGee - IEt 0 1 r g B•,opa .an 4./,f; ..: AO ° .• ' r a 6 Y �$ ° � , b - • T ' S ' • .: � • L ��p�EpTO •, _ :FL reBCNO. //�� /aSS. � . i [Ate /ii�� . : . WHOA 344T4 DEEM PlussuRE MINI • r WIL MA . .. . s PVC MULL BAR , ' e�: :.- 48 F. . - A 8 . 7 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • rr'EMNO." PART 1O. 2 3 4 5 6 7 8 9 4 34 H -1804 P -3787 S -1522 S -1806 S -1572 S -1571 4 V DESCRIPTION MULL, 1 3/8° x 4" PVC SPECIFIC #10 x 1° HEX WASHER HEAD TEK #10 x 1 1/2 ", PANHEAD PHILIPS ZINC #10 FIAT WASHER RETRO FIT MULL ANCHOR CLIP HORIZONTAL ANCHOR (PVC SPECIFIC) CAULK DRIP ADAPTER FLANGE ADAPTER 4718 1 w18' a, 2 7118' RETRO CL1Pt4 ") �:� . • • • • ALUMINUM 601)3 T8 • (FIN) • • • •• ••• •• • • . • • •• I� 3M8' PROPRETMlYMID TON CONTNNEO • THO OR4WU I8 TEIAB. WM ANY RBPRCOl16TlON W PART R•8810M CP CU®TCUWOXIOW U 13118' HORIZ. ANCHORS -1606 ALUMINUM 6063 -T6 f^118' RETRO CLIP(4 ") S -1522 ALUMINUM 6083 - T6 ' "„, (FLANGE) 1 , a ; +'. • a. ;� s'w�� Vie' . •. w y FLP 3118' DRIP ADAPTER 5-1572 ALUMINUM 6063 -T6 3i FLANGE ADAPTER S -1571 ALUMINUM 6063 -T6 1 1 M i 4" MULLBAR H -1604 ALUMINUM 6063 -T6 + t900 SW 44TH AVE. OCAL A FLORIDA 34474 • Ex[RU91a13 a BILLOF MATERIALS- 4• MUM BAR • PVC MULL BAR HAWN 3Y; may' REV.lETTER: A ° AI 4/13 Ewa HR. Cws14S TO 40F7 A I UPDATED PER NEW FEC REQUIREMENTS - I07 /0YAIS • .•o • ••• • • • • • • • • I tir • • • • • • • • - w • • • • • • • •• • • •• • ••• • • • • • • • • • • • • • •• •• • • ••• • • • •tr• - • • • • • • • ••• ••• • • • • • • • • • • •• •• • • NOTE: WAX SEH Flo. PRIOR TOE KILLION HDR MF M ! BA BE p •• • • • • • • • • • •• • • • • •• • • • • • •• 1�R'.0131'ALA/ LLE4)8 01d • UPDATED PER NEW FBC REQUIREMENTS JOWIVAn •• a C1 M. IS PROM:UM r INSTALL HORMNERT ANCHOR PR TO.A WGHING• ::: 1 • • • • WR OP CUSTOM%%WOW PERl YY Ni 9 � • • • •• • ••• • i P • .1J r ' r • '. I ..'� • TT' p • • ; .... ,.. -1 vo - • • • • • • • • • • • • . • • • • • • • ••• • • • • • • • • •• • • • • • •• •• 0 • • •• •• ••• • • • ••• • • 00 v, • • r . • • r • • • • r : .� r : • ; r• •• r • • zJ (MIN EDGE DST) 00 00 • • 4 4 • : • j4 4 INSTALLATION ANCHOR. 3/1fi • DIA. MASONRY ANCHOR WITH WASHER 4 11 • IBM y r_- •-;,_- :..,�� , INSTALLATION ANCHOR 210 WOOD ANCHOR WITH WASHER (4T.1 1 •• A UPDATED PER NEW ESC REQUIREMENTS 07107/08 • 1S011S 44TH AVE. FLORIDA 34474 • 11! RETRO FIT CUP /MASONRY USTAUATION • 4• MULL BAR A CAULK BETWEEN FRAME AND OPENING BY OTHERS BYO 1 E NRY EXTERFOR BY OTHERS BY )NST CAULK RETRO ST MULL BAR CUP (SEE NOTE 2) MULL BAS MULL FIT CIJP r; • • 1 ' . • r • .r•.••• . • • •• • a/ • • • • • • ••• r• Sf • PERIMETER B Y CAULK EX EXTERIOR FINISH 44 a'4 CONCRETE/MASONRY BY OTHERS . l • : aVETITO CD • • •• ••• VEEJICAL MULL S1LLSECTTON RETRO ETC CUP (MASONRY) • ••• • • • • • • • • •• • . • RON to 1) 1 BY WOOD BUCK BY OTHERS 4' VERTIC.AL MULL BAR INTERIOR SY FINISH 11 NLL STODL BY OTHERS WIN/ i , (SEE NOTq DISTALLAT ION ANCHOR 3,16• DIA. MASONRYNolCR. WITH WASHER (4A) • • • • • • •IL SHIM AS RECO TO MAKE LEVEL FOR MIAL BAR pa . M E f NOTE: • • • • •• • ••• • • • • • • • • ••• ••• • • • • ••• • • • • • • • • • • • • • •' ••• • • • • • • • • • • ••• • • • • • • •• • • • • • • • • (MW EMBEDMENT) 8'! FINISH CAULKBEIWEEN FRAME TF AND OPENING BY INSTALLATION ANCHOR, 3/10• DIA. MASONRY ANCHOR WITH WASHER (44 EDGE MIN.. 4 4 4 • •• 4 • t $Y WOOD BUCK • d • • BY OTHERS • .4. • 4 CONCRETEA (ASONRY EXTERIOR FINISH BY OTHERS BY OTHERS (� �@JRETM e�ONRY� CONCRETENASONRY BY OTHERS 4' WW2. MULL BAR RETRO NT MULL BAR CUP BY EXTERIOR FINISH avoTHERs PERIMETER CAULK BY DBTALLERL e A . ,A ° • • • 6 1. SILL STOOL MUST BE FLUSH AGAINST INSIDE '+ • p OF MULLED WINDOWS AFTER INSTALLATION t RECESS RETRO FIT CUP 114` FOR CLEARANCE 1'BT) • • • WHEN INSTALLING WINDOW UNITS d PIOPPATAItY MID OONFIDOMAL H W i'f 8N CONTA9JED in T!130RA4NO L4 THE 801E PROPER C� ¢A.AM( RE OWCTpN NMI OR ASAYfH01.8 1� OF =Tom WBJ00W SMITTM 6. INC. B PRO,M&JEO. MULL O BAR CUP (SEE NOTE 2) 4' HORIZ. MULL OAR N DETAIL i•FrN magmas (J./Auto FIT CLIP(MASONRY PERIMETER CAULK BY INSTALLER PAULL B R INSTALLATION A! 3116' DIA. MASONRY H OR. WITH WASHER (42) D • D (MIN £MBEDUENT) • ..• b • .i. /MIN EDDE DST) 1 •: �'• • • ? 1 . 1 .1 CAULI( BETWEEN • FRAME AND OPENING `• r • BY OTHERS • 4 r•r1• A• • b• • i s ETE/MASONRY LL \ 0 1 ♦ � BsUCK BY EXTERIOR tB7 R @i'F'iTL MENT) INTERIOR FINISH BY OTHER . , e i MULL BAR r11 AL '4: 4/1312008 i . - 4. .... Via ';'.' G.` N0.: P . L. ROBS LC • '' I FL. P.E/1'PM 2261{ 1 s J @ .C.s �: i '' Ye CWS•148 80F7 CAULK BEHIND FIN BY OTHERS WINDOW WRAP BY OTHERS EXTEFUOR BY OTHERS PERIMETER CAULK BY INSTALLER RETRO FIT MULL BAR CUP MULL BAR BY OTHERS WINDOW WRAP . PERIMETER CAULK BY INSTALLER CAULK BEHIND FIN BY OTHERS EXTERIOR FINISH BY OTHERS SHEATHING BY OTHERS vERTIou. M HEAD LL) S ¢ fltTRO CUP � � FRAME IW SHEATHING BY OTHERS 2 BY WOOD BUCK BY OTHERS L3tr (MIN. EMBEDMENT) {A ABARR RETRO FIT MULL BAR CUP INSTALLATION ANCHOR, IRO IITNH WASHER t4X) INSTALLATION ANCHOR. SID WOOD ANCHOR, WITH WASHER ( 2 BY WOOD BY OTHERS BY SHEATHING BY OTHERS EXTERIOR Foam BY OTHERS 00 LIEC (MK EMBEDMENT) CALK BEHIND FIN BY OTHERS WIDOW WRAP BY OTHERS PERIMETER AL ER LK INSTALLATION ANCHOR. MO WOOD ANtHOR, wRH WASHER ( 4 NORIZ. MULL BAR E III � � �� 1 , �� ' (MIN EMBEDMENT) g p �I • •� • • • • . 5:,. • a tyIC • • • • i s i NOTE : : • 1. RECESS RETRO F)T CUP 114 SO MULL BAR .N.... j WILL BE FLUSH AGAINST WOOD BUCK A7 ► AND HEAD. - . + '; VERTICAL MIA N RILL SECTION ^; \2 - TRO CUP/FIN FRAME (WOOD) • • • • • • • • • • • • PROPI�TARI' MO 000If�RIf/pL _ J • • • A KE IMPO N ATI N CONTAINED N THIS DRAWING+IS TMESOLE PROPERTY' Of q�T 1 . •. •.✓<'J•' • • • • • • • YN SYSTEhs.NC.ANi RONNPARTCRASAWHOLEYifTNOUT'i • : ? L � q , •� Q • • • • • • • • • vor • r PERMS= OFCDSTCM WINDOW SYSTEMS. INC. IS PRCISITED. ... a. PL P ND.:' s . ©HORIL MLAL JAMB SECTION JFW OOD) i6 cc ; Hp LL BAR RETRO FIT MUU. BAR CUP : � � •4 ' 44T1-I AVE. c 'i:: w: y �• RI ' 34474 A ! UPDATED PER NEW FBC REQUIREMENTS WV= CUMIN WOOD WSTAU ATKIN =4' MULL BAR 4/13/2009 7 OF 7 $-146 • • • • • • • ••• • • • • • • • • • • • • •• • • • • • • • • • • • • ••• • • • ••• ••• • • • • • • • • • • • • • •• •• ••• • • 1 0. s {, �• e .Aa�c -s y, cam' �: • " t �' f tat5111�'�� BCIS Home I Log In I User Registration 1 Hot Topics I Submit Surcharge 1 Stats & Facts 1 Publications I FBC Staff 1 BCIS Site Map Links I Search Product Approval USER: Public User Product Approval Menu > product or Application Search > = + -+- PP d on Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email FL7067 -R3 Revision 2007 Approved ,4 Custom Window Systems, Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre @cws.cc Authorized Signature Michael LaFevre mlafevre @cws.cc Technical Representative Michael LaFevre ## Address /Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre@cws.cc Quality Assurance Representative Ralph Emminger ## Address /Phone /Email 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) 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368-6922 Ext 208 Ralph@cw_ s Windows Horizontal Slider Roberto Lomas PE -62514 Keystone Certifications, Inc. 12/31/2010 Steven M. UHch, PE ••••• Evaluation Report from a FloHda Registeiled Architect or •a Licensee •: Florida Professional Engineer • • • • • • • • • Iv Evaluation Report - Hardcopy t Fly�d • • • • • • • • • • •• •• • • •••• •••.••• • • •• • • • • • • • •• • • • • • •• •s• • • • •• • • • • j Validation Checklist - Hardcopytecee'fed • •• • •••• • • •••• FL7067 R3 COI 510485A (Eval Rep 115 -8200 Imp_act XO 74x54).pdf Standard Year AAMA /101/I.S.2 -97 1997 AAMA /WDMA /101/I.S.2/A440 -05 2005 • • •. • - -••••• http: / /www.floridabuilding.org/pr /pr app dtl. aspx ?param=wGEVXQwtDgvmjvMZSg39J... 6/29/2009 • • • • • • • umma f Products - FL # Model, Number or Name E l Description I 7067.1 / HS - 8200 Vinyl Horizontal Slider HS - 8200 Vinyl Horizontal Slider (Impact) 74x54, XO I i ts .f se Ap . • ved 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). jl Installation Instructions FL7067 R3 II CWS -157A (HS -8200 Imoact).odf FL7067 R3 II DuPont PVB NOA 05 -1208 02.psif FL7067 R3 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL7067 R3 AE 510485A (Eval Rep HS -8200 Impact XO 74x54) pdf Created by Independent Third Party: Yes 7067.2 HS-8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider, Impact, 111" x 63 ", XOX Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 { Other: Large Missile, 111" x 63 ", XOX, +/- 60 psf. Installation Instructions FL7Q67 R3 II CWS -232A (HS -8200 Impact XOX).,pgf FL7067 R3 II DuPont PVB NOA 05 -1208 02.pdf FL7067 R3 II DuPont SGP NOA 07- 1116- 04.odf FL7067 R3 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL7067 R3 AE 510487B (Eval Rep HS -8200 Impact XOX 111x63).pdf Created by Independent Third Party: Yes li 7067.3 HS -8200 Vinyl Horizontal Slider Impact HS -8200 Vinyl Horizontal Slider Impact ovrATun•. 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 Instruction4 • • • • FL7067 R3 II CWS- 18fjp■.(jt • 200 Impn• R2�c63).pdif• 4 FL7067 R3 II DuPont PVB 05 -1208 jl2.Pdf • 06T FL7067 R3 II Mikron 1 DA a 1220 01.pdf ••I Verified By: Roberto LomaS•82514 : • • • • i Created by Independent ?arty: Yes sv — • Evaluation Reports 4141•• ,,• • . • -- wal Rep H5 2, FL7067 R3 AE 510486A rF •4 ; XO 72x63).pdf •• •• Created b Inde • endent TAWW& Part : Yes • . __ _ _•• Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved ASTM E1886 -02 2002 ASTM E1996 -02 2002 PA/TAS 201/202/203 1994 12/19/2008 12/29/2008 01/08/2009 02/03/2009 I Back DCA Adminlst 8tion Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824; Fax (850) 414 -8436 • • • • • •.. •• • • • • • •• •• ••• • • • 4100 • ••• • •• •• • • • •••• • • http : / /www.floridabuilding.org/pr /pr app_ dtl. aspx ?param= wGEVXQwtDgvmjvMZSg39J... 6/29/2009 ® 2000 -2005 The State of Florida. All rights reserved. Coovrloht and Disclaimer Product Approval Accepts: V urlSi ®n Sdeurdd 9HRiP9 :B b y • • • • •••• • • • •• • • • • • • • • • • • •••• •• • • • • • •f•-• •, -. •• ••••• _•••• • • • • • •• •• •• • • • • • • • • • • • • • • •• • • http : / /www.floridabuilding,org/pr /pr app_ dtl. aspx ?param=wGEVXQwtDgvmjvMZSg39J... 6/29/2009 • • • • • • 0 • • • • • • •••• • • • • L. Roberto Lomas P.E. 1432 Woodford Rd. Clemmons, NC 27012 336 -945 -9695 Manufacturer: Custom Window Systems 1900 S.W. 44 Avenue Ocala, FL 34474 Product Line: 8200 PVC Horizontal Slider — Impact resistant 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 compiles with the 2007 Florida Building Code. Product description: Horizontal Slider, impact resistant made of white rigid PVC. Frame and active sash were of welded mitered comer construction. Supporting Technical Documentation: 1. Approval document: drawing number CWS -157 Revision A, dated 08/10/2008 sheet 1 of 8, titled 8200 PVC Horizontal Slider, prepared, signed and sealed by L. Roberto Lomas P.E. 2. Test reports: a) Report No.: NCTL 210 - 3167 -1, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, ±87.5 psf design pressure, 7.75 psf water inflitration TAS 203-94 Cyclic Pressure Loading ±60.0 psf design pressure b) Report No.: NCTL 210-3187-18, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories ASTM E 1886 -02 and ASTM E1996 -02 ASTM E 18861E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 113661E 1996 Cyclic Load Test, ±60.0 psf design pressure AAMA/NWWDA 101H.S.2 -97 Design Pressure: ±60 psf Water penetration resistance: 7.75 psf 3. Anchor calculations, report number 510153A, prepared, signed and sealed by L. Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: ±60 psf • Maximum unit size: 74° x 54° • Maximum D.L.O.: 33 3/16° x 4913118 • Units must be glazed with 3/4" IGU consisting of outboard Zile 118 Ann — Air — 5116° laminated inboard Fite consisting of: 1/8° Ann - -.090° Dupont Butacite PVB interlayer -118 Ann., per ASTM E 1300. • DuPont Butacite PVB interlayer 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 detarjerepions. • • • • • 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. _ ". ". :•• • •••••• •••• Certlffcatlon • of independence: • • • • i * • • • Please note that I don't have nor will acquire a financial interest in any company manufacturing orclisirihuting the • product(s) for which this report is being issued. Also, I don't hap nor will acquire a financial interest ill aaiy other enti ty involved in the approval process of the listed product(s)ry i'' ' ` • ' ". _ : x r • • • ;• 1/2••,1 - •'..r.•ro, . •• • •• **Atli 1!1/1/47 ? y ea. e • *. Q � .1* r:w� 1 of 1 ^`-' • µ Luis R. Lomas. P.E. .4455 oRI r k -. FLNo.:82514 r ii l p MA il �� 07/15/2008 r:. Engineering Evaluation Report Report No.: 510485A • • • • • • • HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMPACT) 85114" MAX. OVERALL FLANGE HEIGHT 491'/16" GLASS DL0 MAX UNIT HEIGHT 1 75 114 - MAX OVERALL FLANGE WIbTH 7S_ MAX. UNIT WIDTH 33/16" G ° OIX" & "X/O" MAX. SIZE •• ••• • • • • • •• • • • • '• • • • • • • •• • . • • • • • •• • • • • ••• • • • • • • • • • • •• ••• •• ■ • • •• TABLE OF CONTENTS 'GENERAL NOTES & ELEVATIq NS.,. ......1 • • • • • • ANCHOR SCHEDULE AND Ni) •,5 ..•.....„2 • • • • • • • DESIGN PRESSURES & GL VINIR— ._•.... -3 • • • • • • SECTIONS & ALT. FRAME...s.....•.- _...4._...., • • . • • • • • EXTRUSIONS 8 BILL OF MAIERtALS • !._S • • • • • • PROPRIETARY __ INSTALLATION DETAILS »_ - __! ._. .. „8 8 • • • • • • • THE NFORMATION CONTAIN THS DRAAWMIGIS THE SOLE PROPERTY O tbt D • A 1 ! p_ W INOOW SYSTEMS, INC. ANY REPRODUCTION W PART OR AS A WHOLE WI'ffrOltrINEC FL. P.E. NQ•S2514 W FuTTEN PERM SSION OF CUSTOM WINDOW SYSTEMS. M. IS PROHIBITED: - _ . } f ••• • • • • ••• • • • • • • � • • • • • •!S • • • • • I,•j • • • • • •• - •• •''•, • •• •• • • • • • S '. • • • • , • • • • • • • 3F 1/T MAX SASH WIDTH 47 1/4' GLASS DLO fvC IMPACT REQUIREMENT; 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT E0171ON. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "O/X” OR "X/0" 4. DES9314 PRESSURE RATINGS (SEE SHEETS 3) - NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E 1300. - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1330. S. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 8.8 FOR ANCHOR DETAIL 8 SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AND JAMB. 8. REFERENCE TEST REPORTS: HORIZONTAL SLIDER 'OW, "X/O': NCTL 210. 3187 -10. NCTL - 210 - 9. SERIES / MOOEL DESIGNATION H5 -8200. 10. W000 BUCK OR STUD FRAMING TO BE 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 0/X ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. WINDOW SYSTEMS }900 S.W. 44TH AVENUE Eld&LA, FLORIDA 34474 UPDATED PER NEW FBC REQUIREMENTS 1 07/07/08 ENERAL NOTES & ELEVATIONS - LARGE MISSILE -PVC HORIZ. SLIDE 7/15/2008 a �s °a IMPACT CWS -157 .r ANCHOR LAYOUT - (FLANGE1 TRW FMUE& CUP (MASONRY OPENWES INSTALLATION ANCHORS TYP. NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. 2. SHIM AS REOV AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114'. USE SHIMS WHERE SPACE GREATER THAN 1116 IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BE 1 1 tit WOOD SHIMS ARE NOT ALLOWED. 4.3/16' DIA. ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4 INTO MASONRY THRU FRAME OR THRU 1 BY W000 BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 112' SHALL BE ACHIEVED. 5. WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8' INTO 2 BY WOOD SUCK. 6. 08 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/2' INTO 2 BY WOOD BUCK FOR FIN INSTALLATION 7, SEAL CORNERS WITH SMALL JOIMEATMS� i . • 41 • • • • • • •• • • • • • 8. ALL INSTALLATION ANCHORS MUSII E AI O! I0:114 :818INT MATERIAL OR COATING. 9. INSTALLATION ANCHORS SHALL%E IN A8RDA/ICE WeH ANNHC)R NI IUfACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 10. INSTALLATION ANCHOR CAPACITIES A, W000 - MINIMUM SPECIF B. CONCRETE - MINIMUM C C. MASONRY- STRENGTH �N •RM • • • FOR PROD T5r1IN ARE BASED QN SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: OF STREW OF6, 200 PSI* • i • STR • CEJO AWTS. WO. GRADE NITYPR 1 F R GREATER). •• • • • • • • • • " • • • • • PROPRIETARY AND C'ONFIDEMN. THE INFORMATION CONTAINED P11H5 DRAWPIO IS THE SOLE PROPERTY OF CUSTOM • WWOW SYSTEMS. INC. ANY REPRODUCTION P4 PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PRONMTTED. ••• • • • • • • • • • • • • • •• •• ••• • • • • •• ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • ANCHOR LAYOUT - (FINI '1'lRIU NA&LM@ FRG (WOOD OPEN � +r 6.141..9.. No. 62514 A I UPDATED PER NEW IBC REQUIREMENTS /071)7/08 Witt ) WODOW SYSTEMS .A1a)TH AVENUE OBIDA 34474 H6R SCHEDULE & NOTES - LARGE MISSILE IMPACT SLIDE INSTALLATION ANCHORS TYP. RAWW BY: BAT ATE 7/15/2008 CWS -157 • 20F8 COMMOO 1Y SUSS (h'-'111 HEIGHT (1AT WIDTH (111) GLASS TYPE 19 1/B ( 31i 3 j ( c50 5/8"'N 55 1/4 26 A.B +60/ -60 +60/ -60 +60/ -60 +60/ -60 28 112 A,B +60/ -60 +60/ -60 +60/ -60 +60/ -60 37 A +60/ -60 +60/ -60 +60 /-60 +60 /-60 5 A,B +601 -60 +60/ -60 +60/ -60 +60/ -60 ainbill A,B +60/ -60 t+60t -6 JJ /-60) +60 /-60 WIDTH (IN) 24 3/4 27 1/2 29 1/2 31 1/2 35 1/2 39 1/2 41 1/2 43 1/2 47 1/2 51 1/2 74 GLASS TYPE A,B A,B A,B A,B A,B A,3 A,B A,B A,B A,B A,B •• • • • ••• • • • • • • • • • •• • ••• • MODULAR SIZES (UNIT WINDOW SIZPa 17 7/8 29 1/2 31 1/2 35 1/2 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60 /-60 +60/ -60 +60/-60 +601 -60 +60/-60 +60/ -60 +601 -60 +60/ -60 +60/ -60 +601 -60 +60/ -60 +60 /-60 +60 /-60 +60 /-60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +601-60 +60/ -60 +601 -60 +601-60 +60/- -150 +60 /-60 +60 /-60 +601 -60 +60/ -60 +60/ -60 +60/-60 +60/ -60 +60 /-60 +601 -60 +60 /-60 +60 / -60 +60 / -60 +60/ -60 3/4 OVERALL 1/8' ANNEALED GLASS 618- AIR SPACE 5/18` LAMINATED 118' ANNEALED GLASS 3/32' DUPONT PVB LNTERLAYER • 118. ANWALE %GLOSS • • • • • • • • • •• • • • • • • • '• ••• • • • • • • • •• ,I. • • • •• GLASS BITE •• •• • ••• • • • • • • • • • • • • •• • • • • • •• ■ ••• i • •• • • •• • • ••• 00 • • • • • • • • • • •• • +60/ -60 +60/ -60 HIIGHT(IN) 39 1/2 +60/ -60 +60/ -60 +60/ -60 +60/-60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 3/4` OVERALL 1B• TEMPERED GLASS 6/18` AIR SPACE W16' LAMINATED 118 - ANNEALED GLASS 3132`. DUPONT PVB INTERLAYER 1/8 ANNEALED GLASS 1/2• GLASS ITE 41 1/2 43 1/2 +60/ -60 +60 / -60 +60/ -60 +60 /-60 +60/ -60 +60 / -60 +•60/ -60 +60/-60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/-60 +60/-60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/-60 +60/ -60 +60 / -60 +60/ -60 47 1/2 +60/ -60 +60 /-60 +60 /-60 +60/ -60 +60 /-60 +60/ -60 +60 /-60 +60/ -60 +60 / -60 +60 /-60 +60/-60 54 +60/ -60 +60 /-60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60 /-60 +601-60 • i• GLASS'IYPE • 1� • • • a a MiYANO[l is R ms dIlA1. a r.': �, R 0 8 THE w fON _ ED w TNa CT E A RASE E 6 w rn -IQ4JT �A Wtt�OW PIC. ANY REPR WINDOW SYSTEM OR . IS PROHIBITED- T TkE .. FL P.E. .'423/4 • WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROFRBT/ED_ - ., P , ' . • • P . Y s .? I .t.: ro a s L - � /L NOTE IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. A UPDATED PER NEW FBC REQUIREMENTS 107/07/08 WINDOW SYSTEMS 3 t-IAVENUE , FLORIDA FLO DA 344 I 34474 OP CHART & GLAZING LARGE MISSILE IMPACT ta/C HORIZ SLIDE 1200 BAT NTS MtY. It 11hit 7/15/2008 WI, NU.: CM-157 nHttr: 3 OF 8 0 OVERALL RANGE HEIGHT ® TYPICAL VERTICAL SECTION NOTE: SHOWSSASHCUT AWAY ••• • • • • • • • • • • • • • •• •• • ••• • • • • • • • • • • • •• • • • • •• • • . • • •• • • • • • • • • • • • • • • • • • • • • • • • • • •• ••• •• • • • •• NOTE: ITEMS 22, 27. 29, 36, 41, 42. v 514.414,0 SHo viWFOR CkAAJI T �• • • - • • '• • • ' • • • • •• • ® TYPICAL VERTICAL SECTION NOTE: SHOWS FIXED UTE GUT AWAY DETAIL C • • • • (HEAD IMPACT HOOKS) ' • • • - ••• • PROPRIETARY/BS1C.ONEID3JMl THE OEORMA11ON CCNTANED N THIS DRAWN6 IS THE SOLE PROPER WBJDOW SYSTEMS. INC. ANY REPRODUCTION 1N PART DR AS A WHOLE W WRITTEN PERWSSION OP CUSTOM WINDOW SYSTEMS. INC. IS PROHISITM. ••••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • DETAIL D (JAMB IMPACT HOOKS) • }� P Tr OF ROSERT&40ASA.S c' rai •TI: FL P.. N0.82514 • t '; OVERALL FLANGE WIDTH 4 TYPICAL HOR1ZONTAL SECTION HOTS: LEKT MO WS AXES LIE OUT AWAY, EMIT SHOWS SASHCUT AWAY IMPACT HOOK SPACING: 1) JAMB HOOKS: A) 6' FROM UNIT EDGE TO EDGE OF HOOK 8) A THIRD HOOK IS CBJrERED IF UNIT HEIGHT IS GREATER THAN OR EQUAL TO 35 3/4•. 2) SASH CATCH: A) 2-1/2' FROM SASH CORNER TO EDGE OF CATCH. 8) A THIRD CATCH IS CENTERED IN SASH IF UNIT HEIGHT 19 GREATER THAN OR EQUAL TO 35 314' SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 1/4'. IMPACT HOOK SPACING: 1) HEAD HOOKS: A) 6' FROM UNIT EDGE TO EDGE OF HOOK. B) A THIRD TOOK 19 CENTERED IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 61 3/4'. C) INNER HOOK 9 7/8' FROM EDGE OF MTG RAIL 2) SASH CATCH: A) 2-1/2' FROM SASH CORNER TO EDGE OF CATCH. 8) A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 61 3/4', SASH AND FRAME HOOKS ARE TO ALIGN WITFUN 114'. EXTERIOR A I UPDATED PER NEW FBC REQUIREMENTS PVC HORIZ. SLIDE fA04EL R 6200 ' — 07/07/08 BAT 7/15/2008 NTS Htv. Lt•IbH: A tr 40F8 Wt.. .. CWS - 157 Q 30 31 P.3281 P-3321 P-3581 EMI MIN 0 P4033 I MEM P3228 P3029 P4113 Screen F(alre, Vert. Screen Ftarro Caner Key Scram Cb6I, 18 x 16 Fberglass Screenful lab • • • • • 1 .PVC HORIZ. SLIDE ME/2008 5 0F8 Item it Part 6 H•8031 2 H -6031 3 H•6031 d HF653 5 H•6001 i 5 -1498 7 H -6527 6 411497 H -6028 10 S -1498 11 146004 15 S -1678 13 8 -6016 14 5-6015 t.3 6.6016 16 8.6016 17 &-6013. 15 5.6014 20 5.1576 21 S•1556 22 5.1504 23 83804 24 P-3783 25 P3784 16 P3215 27 P3803 25 P3429 19 P3766 3D S•1112 31 P-3768 32 P-4051W 33 P3748W 34 P-3010 3i P3531 3i P-3342 37 P3752 38 P-3438 39 P3438 40 P3362 41 P3738 42 P4881 Mtn Ft., SH,w/Rj PVC, Head Maki Fr., SH. w/F*3„ PVC, 88 Main Fr-, SH, w Mg.. WC. Lat. Main F'r .. SH,w/Rg.,PVC. R Jo. Meet. Rsi, Fxd. Reid. Fxd. MR. Sash Meet. Rai, P/C Rohl. Sash Yee6 Ftai Sash Sakonnet P/C (S.S.R tar F6) Rein!. S.B.R S.S.R. Horn. Sash Stk/TroBot. Rat Flag, track G@. Bd, 3/4',Fxd, 44rix. 00z. Bd., 3/4'.Fxd, Vert. (!z. Bd 3/4',Sash, Horn Gk. Bd., 3!4•,Sash, Vert. 43 83613 CWS Lb1. Pogo) 44 dace, Posed User/ piton Sam. Adapt, wltio. PVC. Horiz. Sam. Adapt., PVC, Vert . frame Catch, ,},ant. P/C, HS Sash Catch. P/C. hoaot Anchor Ma Roper. Tandem Lock Impact. PVC Keeper, krpaet PVC Weep Cover w/ Rap Reird. Plate. F.M.a Wstp., 0.270 x .187 back RnSeal Gray 886 2.000 Ph FHSVS Glazing Bead Mx O.82$ Ph Fil5 A9 68 8 1.250 Fh FHTE1, Wht. 66 x 0.625138d FR Tat, wt. Bub Virytw/ figs Base, .350 iigh 68 x 3G' Screw, Ram Impact Hook Sea mSealer, BM•5504 Cap P14), VT Fide. Hat Mel, TruSeat,.H Hot Mel TruSeaL l-r Set 28.,85D.a,118'x96 x2 Lg. 4 6 - 8 2 0 0 Gold Cent. Label, AMC Tab, I pact A Temporary Lb!. (1FRfIOP( 45 Glass, Sac? • • 4i P3281 Spacer Du1.Seal Rxed Frame 1. tiaad•PVC. Reld. 5.8.815.5.8 Vert Screw Support, P/C • • • • 1/(� 2 8/16' • • • ! ' • • • • • • • •.r HS • • 211/18 •• PVC. FRAME FLANGE -6031 1 1/4' f -3116° 3 1/fr 13/16 1/18' 1 2 1/2 - � ANCHOR CUP, P -3780 ALUMINUM 6063 -T6 3/4' . PLAIi VIEW OF ANCHOR CLIP • • • • • • • ••• • 000 39/16' PVC FRAME FIN -6026 1 FIB" ( 1 , U i mis --.1 1 3,i r 1— PVC FIXED MTG. RAIL -6001 PVC SASH TOP/BTM RAIL -6004 3/8' 618• (� -._ ROLLER TRACK -1678 SASH IMPACT HOOK -1556 FIXED MTG. RAIL -1499 ALUM. 6063 -T6 ALUM. 6063 -T6 ALUM. REINF. 6063 -T6 718' FRAME IMPACT HOOK -1577 ALUM. 6063 -T6 (HS HEAD) � V4' 15/16' 1 5,16' FRAME ALM. IMPACT HOICK- J * MOTE: ITEM 19 IS NOT USED IN THIS PROOUOTI PR0PR1erAl1YAso Wtaimor et THE NFOrtreATIOD CONTAINED N THIS DRAWING 19 THE SOLE PROPERTY OF; o$5C W WIDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLZOI TOUT WRITTEN PERMMSS1ON OF CUSTOM WINDOW SYSTEMS. INC. r5 PROFaSPED. �. 1 1/4' 5/16• 15/8' 0 1 0 j V , E 0 1 6 PVC SASH MTG. RAIL -6027 0 PVC SASH SIDE RAIL -6028 3/16--._. 3/4' 1 1/8'1 Q;' 2 3/16' PVC SCREEN SUPPORT -6014 e . . L ROSElTTO'L0Ma FL P:ir NO. 62514 ,c S.B.RJS.S.R. -1498 ALUM. REINF. 6063 -T6 I-�- 3• —�-, u A UPDATED PER NEW FBC REQUIREMENTS [07/07/08 WINDOW SYSTEMS 1900 S.W.44TH AVENUE OCALA, FLORIDA 34474 L SASH CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 0 1/16' SASH MTG. RAIL -1497 ALUM. REINF. 6063 -T6 1/2' EXTRUSIONS 8 B.O.M. - LARGE MISSILE IMPACT FRAME CORNEF1 CONSTRUCTION CORNER WELD (ALL SIDES) FIXED MEETING RAIL wWITHH U +E PVC GLAZING BEAD -6016 r i 1/8" ICE PVC SCREEN CATCH - 6013 7116 SCREW SUPPORT - 3113 ••• • • • •, ••• • • • • • • W, • • • • • • •••,. • • • • • • • • •, • • • • • •• •• • A•'., • •• •• ••• • • • ••• • • EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS CONCRETE/MASONRY BY OTHERS CAULK BETWEEN BUCK ANU OPENING 8Y OTHERS 2 1/7 (MIN. EDGE DIST.) 1/4• MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) 1 BY WOOD BUCK BY OTHERS • INSTALLATION ANCHOR. 3/16' DIA. MASONRY ANCHOR. t 1/4` PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS ANCHOR CUP INSTALLATION ANCHOR 3/16' DIA. MASONRY ANCHOR. PERD. ETER CAULK BY INSTALLER WINDOW FRAME JAMB 2 12' • , -• } •• • • • • 051114. EDGE DIST.) ® QER;iCAL ?ACTION • • s• •_a • • • :Up•MAGC�I: • • C�tC�ETe/MAS8NAY • • • i • • • BYriTHERB • • • • PRUPRZETARY AND CONPICIENTIAL THE INFORMATC•I CONTAINED IN T1 OS CRAWINO IS THE SOLE PROPERTY CE CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTIDN N PART OR AS A WHOLE WITHOUT WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, NC. IS PROHIBITED. WINDOW FRAME JAMB . INSTALLATION ANCHOR. 3/16' DIA. MASONRY ANCHOR. ;,...D.; Drs b. i`' +• ��D p s . •D • •b. . ► b .b 11/4` • D r p .D • D . D • . t D • • • D • • • b p D (M� . EMBEDMENT) . t. • b D D . ► . • D • P D _ b . * ' $ 1• CONCRETE/MASONRY —" 21/Y- BY OTHER 1/( �\ ALTERNATE PRECAST SILL DETAIL (MIN EDGE DIST.) LGJCUP (MASONRY) A UPDATED PER NEW FBC REQUIREMENTS 07/07/08 ; ttl 1 :; / e PERIMETER CAULK BY INSTALLER (MIN. EMBEDMENT) A • 4A A . a ' INSTALLATION ANCHOR. • • 4 410 WOOD ANCHOR. • • °A .4 • A CAULK BETWEEN BUCK • A d` AND OPENING BY OTHERS • a A i • 6 / � 2 BY WOOD BUCK • • BY OTHERS • 4 • d � • Q A • CONCH • • BY OTHERS • AO • A • 4 2AT ON ANCHOR W/CUP DETAIL - LARGE MISSILE IMPACT 7/15/2008 CWS -157 6 OF 8 ••• • • • e • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• • ••• • • ■ a . • i 1 BY WOOD BUCK BY OTHERS —114' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) CAW< UNDER SCREW HEAD BY INSTALLER t Js• (MIN. EMBEDMENT) 1/4' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER .9 r�ai ?i HORIZ, SLIDE 7/15/2008 CWS -157 1 70F WINDOW FRAME HEAD WINDOW FRAME SILL. PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS 1 114• (MIN. EMBEDMENT) EXTERIOR FINISH BYOTtERS PERIMETER CAULK BY INSTALLER CAULK BETWEEN Bt AND OPENING BY OTHERS 2 1/7' (MIN. EDGE DIST.) CONCRETEIMASONRY BY OTHERS CAULK BETWEEN BUCK AND OPENING BY OTHERS ?�J P L • •a • •• • P. : . P • . •.• • • . • • • • • CONCRETE/MASONRY • • • BY OTHERS • • • ( • ° ►'c a . IST,L a • • • •• • • • •• • • • VE S ECTION • • • 7 FRAME (MASONRY) • •• • • • • ••• • • • • ••• • • • • ` • • • ••• • • • • • • • •• •• • • • • • • ••• CONCRETE/MASONRY BY OTHERS INSTALLATION ANCHOR 3/16' DIA. MASONRY SCREW w /NEOPRENE BACKED WASHER THRU SCREW SUPPORT. DRYWALL BY OTHERS 1 BY WOOD BUCK 1 114" BY OTHERS (MIN. EMBEDMENT) VV MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) CA= UNDER SCREW HEAD BY INSTALLER INSTALLATION ANCHOR, 3/16' DIA. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. • I NSTAUATLON ANCHOR 3116" DIA. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. CAULK UNDER SCREW HEAD BY INSTALLER I ILL, HIGH STRENGTH STRUCTURAL 1 GROUT BY OTHERS . DRYWALL BY �ERS 2112" (MN. EDGE DIET.) 1/4' MAX SHIM 1 -1,- (SEE NOTE 2 & 3 ON SHT. 2) SIh. STOOL • i BY DINERS * USE SOLID WOOD • SUPPORT TO MAKE • • • SILL LEVEL. BY OTHERS l Ira (011. EMBEDMENT) • • • • • • • • • • • • • • ••• • • • • • • • • • • •• •• • • • r ,Y. . r e r •••• • •• • • 4 • • • • • a +.z PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS WINDOW FRAME SILL PERIMETER CAULK BY1NSTALL2R EXTERIOR FINISH BY OTHERS © HORIZONTAL SECTION FRAME(MASONRY) D•Pr .D • ►D.tD D r P • • • WINDOW FRAME JAMB D • •• D . .p.tDt D i> D .�D • Arp •D 2 1I7 CONCRETE/MASONRY (MIN. EDGE DIST.) BY OTHERS ALTERNATE PRECAST SILL. DETAIL FRAME (MASONRY) PROPS - TARY I Ob N TRIAL THE 9R:ORMATION CONTAINED PI THIS DRAWING IS THE SOLE PRCPERTYOF 'b15}g*r L ROB WINDOW &YSTB•S, NC. ANY REPRODUCTION W PART OR AS A WHOLEAI05dIT'}1E EL P.R. WRITTEN PERAASSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROWBPEO:" WNDOW FRAME JAMB INSTALLATION ANCHOR, 3/16' DIA. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. CAULK UNDER SCREW HEAD BY INSTALLER 114' MAX SHIM (SEE NOTE 2 &3 aN SHT. 2) (M N. EMBEDMENT) • Bata COMAS' 140.62514 PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS © HORIZONTAL SECTION FRAME MOOD) A ••• A A INSTALLATION ANCHOR B10 WOOD ANCHOR W/ NEOPRENE BACKED WASHER THRU SCREW SUPPORT. 2 BY W000 SUCK SY OTHF_RS CAULK DEf WEEK SUCK AND OPENING BY OTHERS DRYWALL BY OTHERS UPDATED PER NEW FBC REQUIREMENTS 1 07107/B8 WIPDOW SYSTEMS 7900 S.W. 44TH AVENUE WA, FLORIDA 34474 INSTALLATION THRU FRAME DETAIL - LARGE MISSILE IMPACT •.PVC SHEATHING BY oTHETS ()AN. EMBEDMENT) • EXTERIOR MUSH T 5 { RJCHOR BY OTHERS :a a CAULK BEHIND FIN :%•3 BY NSfALLEfl WINDOW WRAP BY OTTHEERRS BUCK BY INSTALLER SC.r f PERIMETER CAULK BY INSTALLER WINDOW FRAME HEAD WINDOW FRAME SILL CAULK BEHIND FIN BY INSTALLER ti .o, • SHEATHING BY OTHEFW • • • y.—. 1a • • • • • • • • (MINIEL+9EI>I.IEl•T) • • • • • • • • • 1/4" MAX SHIM (SEE NOTE 2 &3ONSUT.2) 1/4- MAX SHIM : r �.'; I (SEE NOTE 2 b 3 ON SHT.2) �1 �, r� J { PERIMETER CAULK ijfl BY INSTALLER ( 2 BY WAD BUCK WINDOW WRAP • ' °° BY OTHERS BY INSTALLER q' • ' r : : • • • N�TALLATiON ANCHOR EXTERIOR RN Sii • • • • F18 WOOD SCREW BY OTHERS p rr� 211y WOOD BUCK BY OTHERS INBTALLATIONANCHDR, 58 WOOD SCREW nWRL EMB EDMENT) , P111 'st J W FRAME r sHEATHING r ve l. BY OTHERS d•4 9;»_ EXTERIOR FINISH BY OTHERS CAULK BEHIND FIN BY WSTALLER HORIZONTAL SECTION FIN (WOOD) PVC HORIZ SLIDE 'a x=••8200 • • • •• • • • • ei • • V1liRTiCNI • • • • • • • FW (NC1d0) PROPTSETARY AND 1 IDENIAL 0 " , -• THE INFORMATION CONTAINED N THIS DRAWING 5 THE SOLE PROPERTY OF WINDOW SYSTEMS. NC. ANY REPRCOUCTION N PART OR AS A WHOLE WITE WRITTEN PERMISSION OF CUSTOM WPEOW SYSTEMS. INC. E PROHIBITED . ,- �eu e —114• MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) WINDOW WRAP BY INSTALLER PERIMETER CAULK BY INSTALLER LROBEAYS LOMAq �. FL P.E.•87,514 .• A 1 UPDATED PER NEW FBC REQUIREMENTS 107/07/08 wMDOW SYSTEMS 1900 S.W. 4411H AVENUE OCAGA, FLORIDA 34474 TALLATION ANCHOR FIN DETAIL • LARGE MISSILE IMPACT 7/15/2008 157 80F8 ••• • • • • ••• • • • • • • • • • . • .• • • ••• • • • • • • • • ' ' • • • • • •• •• • • • •• •• ••• • • • ••• • • !.l q .- , _•i • • (_ i rre ^rA ^ C Z o ~T= cr ∎ 1, a