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WS-10-903Inspection Number: INSP - 148141 Permit Number: WS -5 -10 -903 Scheduled Inspection Date: July 14, 2010 Inspector: Bruhn, Norman Owner: CRAMAROSSA, DONALD Job Address: 568 NE 102 Street Project: <NONE> Miami Shores, FL 33138 -2455 Contractor: FLORIDA HOME IMPROVEMENT Building Department Comments Passed 1 L , /� Failed Correction Needed Re- Inspection Fee July 13, 2010 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments CREATED AS REINSPECTION FOR INSP- 144028. Windows are missing anchors and anchors are not tight. NB For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (305)758 -2443 Parcel Number 1132060171031 Phone: (954)792 -4415 Page 15 of 20 4 XxZ veiftzflO witvevrti 1 4iC i ■ 1 '40. ilje \\V 0 J� ` �9 •i.4 j\ R & hT. xx T SS . _ zTarrx . - ® v rn WV • " Sy rm]C TT r Zrr - SPECIALTY ENGINEERING CONSULTANTS' INC. PROVIDED QUALITY CONTROL INSPECTIONS FOR THE WINDOW REPLACEMENT ON THE RESIDENCE LOCATED AT :: 568 NE 102 Street, Miami, FL FOR: Florida Home improvements Associates, Hollywood, FL THE BUILDING COMPONENTS WE INSPECTED INCLUDED THE FOLLOWING: *WINDOW PRESSURE DESIGNS* *VERIFICATION OF WINDOW MODEL* *VERIFICATION OF PRODUCT APPROVALS* *WINDOW BUCK REPLACEMENT AND ATTACHMENT* *WINDOW INSTALLATION* *MULLION INSTALLATION* *BACK AND FINAL CAULKING* BASED UPON THE INSPECTIONS WE PERFORMED, AND TO THE BEST OF OUR KNOWLEDGE AND BELIEF, SPECIALTY ENGINEERING CONSULTANTS CERTIFY THE WINDOWS AND ABOVE-REFERENCED COMPONENTS HAVE BEEN INSTALLED IN ACCORDANCE WITH THE APPROVED PERMIT DOCUMENTS, PRODUCT APPROVALS, AND ACCEPTED INDUSTRY STANDARD& THIS 14 DAY 0 JUNE, 2010 Ian P.E. resident State of Florida; Registered .Professional Engineer #38683 Registered Serial Inspector #1177 xruciTr r zx Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Project Address 568 NE 102 Street Miami Shores, FL 33138 -2455 1132060171031 Block: Lot: DONALD CRAMAROSSA 1 Owner Information Contractor(s) FLORIDA HOME IMPROVEMENT Phone Cell Phone (954)792 -4415 Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $11.40 $3.80 $270.00 $15.00 $15.20 $315.40 Address Parcel Number Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Phone Type of Work: REPALCE 17 WINDOWS No of Openings: 17 Additional Info: WINDOWS Classification: Residential Pay Date Pay Type Invoice # WS-5 -10 -37951 06/02/2010 Check #: 4783 05/20/2010 Check #: 4421 Amt Paid Amt Due $ 265.40 $ 50.00 $ 50.00 $ 0.00 Applicant June 02, 2010 Date Expiration: 11/28 /2010 CeII DONALD CRAMAROSSA 568 NE 102 ST MIAMI SHORES FL 33138 -2455 (305)758 -2443 (786)258 -3265 1 Valuation: Total Sq Feet: $ 19,000.00 0 1 Available Inspections: Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. June 02, 2010 1 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Miami Shores Village Building Department /0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No.WS I 0 — Master Permit No. RRVIERVI ig MAY 20201 BY: Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Tit e o s er) �, CD Cr &I L` (M Phone # 30T- 51- ZyLL3 Owner's Address 60 ISG 102. S fi City VJUI UA State Zip -53133 Tenant/Lessee Name Is Building Historically Designated YES NO Phone # Job Address (where the work is being done) 39 V Pc; 1 02 ST City Miami Shores Village County Miami Zip 313e) Contractor's Company Name ...o4.Q IA-t40 CO JQ Leo taPhone # �t�N ` )CfL�� l S *a_ Contracto 's (Address 4 Cr) (7 5t..9..) 30 - OW- City a f .w State ' K._- _ Zip Qualifier OUT, Architect/Engineer's Name (if applicable)cr? W11 0 Phone # etsq.t 4- A,2).CQ (... $ Value of Work For this Permit g000 Square Footage Of Work: Type of Work: ddition ❑Alteration ['New IWRepair/Replace ❑ Demolition Describe Work: 1 tom( , Q �� Z CSI 'LL) (1C OS P P rr�^^ iir, * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * ** * * ** * * * * * * ** Submittal Fee rap - W Permit Fee $ 740 CCF $ il A0 Notary $ A ning/Education Fee $ 'b' W Technology Fee $ 0 Scanning $ 1S Radon $ Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ 9-(0S`40 (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved reinspection fee will be charged. � - /e Signature /1 �yl �O er or Agent The foregoing instrument was acknowledged before me this Its day of , 20 10, by 1t>0»)& Ct Iicrc-cSb who is personal y known to me or who has produced As identification and who did take an oat Chc 10/14/03 NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * ** State Certificate or Registration No. C.00 Q 17 Certificate of Competency No APPLICATION APPROVED BY: ` %';, ARY PUBLIC: Sign: Print: My Commission * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *w . ** ,_., * * * * * * * * * ** (Certificate of Competency Holder) 5:31 rc) Signature Zip Contractor The foregoing instrument was acknowledged before me this l is day of Otti ,201 ,byW9*21.( ,jfw , who is personally known to me or who has produced as identificafs'i and who did take an Zoning Plans Examiner Engineer Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 1,962 Lot Size: 5,750 SQ FT Year Built: 1925 Legal Description: PB 15-14 MIAMI SHORES SEC 4 AMD PLAT LOT 4 BLK 94 LOT SIZE 50.000 X 115 OR 13880 -1690 10881 OR 13880 -1690 1088 00 Year: 2009 2008 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $50,000/ $49,753 $50,000/ $49,654 County: $50,000/ $49,753 $50,000/ $49,654 City: $50,000/ $49,753 $50,000/ $49,654 School Board: $25,000/ $74,753 $25,000/ $74,654 Sale Date: 10/1988 Sale Amount: $68,000 Sale O /R: 13880 -1690 Sales Qualification Description: Sales which are qualified View Additional Sales Folio No.: 11- 3206 -017 -1031 Property: 568 NE 102 ST Mailing Address: DONALD J CRAMAROSSA 568 NE 102 ST MIAMI SHORES FL 33138 -2455 Year: 2009 2008 Land Value: $98,072 $185,865 Building Value: $153,599 $181,751 Market Value: $251,671 $367,616 Assessed Value: $99,753 $99,654 Year: 2009 2008 Homestead: $25,000 $25,000 2nd Homestead: YES YES Property Information Map Property Information Map My Home Miami -Dade County, Florida Digital Orthophotography - 2007 0 112 ft This map was created on 4/20/2010 8:29:55 AM 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... 4/20/2010 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. ( - � � TAX FOLIO NO. tt -32oto -on -1O.,1 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to a 1 °n property, and in accordance with Chapter 713, Florida Statutes, the following iiWakit is provided in this Notice of Commencement. 9. Expiration date of this Notice of Commencement: Signatu By Print � rL .1?`, rS•5 Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The fo �- _ • ing instrtlm nt was acknowledged before me this -- 1 - % day of By •! _ _ ri S 1:1 Individually, or El as . for l Personally known, or El produced the following type of identification: Signature of Notary Public: Print Name: VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signatu By 123.01 -52 PAGE3 11/07 air B 1 .1egal description of property and street/address: SI 2. Description of improvement: 1...r t C1 Q�j� 3. Owner(s) name and address: �, t Interest in property: P) W I 1/ Name and address of fee simple titleholder. 4. Contractor's name, address and one number Florida Home - improvement Associates 4070 SW 30th Ave. Hollywood, F lorida 33312 Phone 954 - 792 - 4415 5. Surety: (Payment bond req 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 o other 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.receiv a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number (the expiration ' : Is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE • IRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, 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 RECORDI� YOURR NOTICE OF COMMENCEMENT. ! O # • /, Name y, ,.,.^•_ er(s)' Authorized Officer/D'rector/Partner/Manager /0 By Print Name Title/Office r(s)'s Authorized Officer/Direc jr/Partner/Manager 4 ..- y , " 1 '7 ' ` 1/ By I 1111111111111111 11111111111111111111111111 Space above reserved for use of recording office . 1 y ' uh 4f 1 c tki $ LW & 2._ CFN 201080342401 OR 8k 27292 Ps 3879; Ups) RECORDED 05/21/2010 09 :36:09 HARVEY RUM, CLERK OF COURT IIAIII —DADE COUNTY, FLORIDA LAST FAG J4o-o 3.) 301 Ft VVA L 1)33tz 0 Mean Roof Height DESIGN PRESSURES (PSF) - Zone 4 10 15 20 Trrbutary Area Sq Ft) 40 45 50 25 30 35 0 -15 50.4 +46.5 92 452 - - 48.3 +44.4 -47.6 +43.7 -47.1 +43.1 -46.6 +42.7 -462 +42.3 - 45.9 +41.9 -45.5 +41.6 16 ft +47.1 49.8 +45.9 -49.0 +45.0 -48.3 +44.3 - 47.7 +43.7 - 47.3 +43.3 46.8 +42.9 -46.5 +42.5 -46.2 6 +42.2 18 ft -52.4 +48.3 - 51.1 +47.0 -50.2 +48.1 - 49.5 +45.4 -48.9 +44.8 -48.4 +44.3 -48.0 +43.9 -47.7 +43.6 -47.3 +43.2 20 ft -53.5 +49.4 -522 +48.1 -51.3 +47.1 -50.6 +46.4 -50.0 +45.8 -49.5 +45.3 -49.1 +44.9 48.7 +44.5 -48.4 +44.2 22 ft - 54.6 +60.4 -53.3 +49.0 -52.4 +48.1 -51.6 +47A -51.0 +46.8 50.5 +48.3 -50.1 +45.8 -49.7 +45.4 -49.4 +45.1 24 ft - 55.6 +51.3 -54.3 +49.9 -53.3 +49.0 -52.6 +48.2 -52.0 +47.6 -51.5 +47.1 -51.0 +46.7 -50.6 +48.3 -50.3 +45.9 26 ft -56.6 +52.2 -552 +50.8 -54.2 +49.8 -53.5 +49.1 -52.9 +48.4 -52.3 +47.9 -51.9 +47.5 -51.5 +47.1 -51.1 +48.7 28 ft -57.5 +53.0 -56.1 +51.6 -55.1 +50.6 -54.3 +49.8 -537 +492 -532 +48.7 -52.7 +482 -52.3 +47.8 -51.9 +47.4 30 ft -58.3 +53.8 58.9 +52.3 -55.9 +51.3 -55.1 +50.6 -54.5 +49.9 53.9 +49.4 -53.5 +48,g -53.1 +48.5 -52.7 +48.1 32 ft - 59.1 +54.5 -57.7 +53.1 -56.7 +52.0 -55.9 +51.3 54.7 -55.2 +50.6 5 +50.1 - 542 +49.6 - 53.8 +49.2 -53.4 +48.8 34 ft -59.9 +552 -58.4 +53.7 - 57.4 +52.7 -56.6 +51.9 - 55.9 +51.3 -55.4 +50.7 -54.9 +502 - 54.5 +49.8 -54.1 +49.4 36 ft -60.6 +55,9 59.1 +54.4 -58.1 +53.3 -57.3 +52.5 58.6 +51.9 -58.1 +51.3 5 5.6 +50.8 5 -55.1 +50.4 -54.8 +50.0 38 ft -61.3 +56,5 - 59.8 +55.0 -58.7 +54.0 -57.9 +53.1 -57.3 +52.5 56.7 +51.9 -56.2 +51.4 -55.8 +51.0 -55.4 +50.6 40 ft 520 +57.1 - 60.5 +55.6 -59.4 +54.5 -58.6 +537 -57.9 +53.0 - 57.3 +52.5 -56.8 +52.0 -58.4 +51.5 -56.0 +51.1 42 ft -62.6 +57.7 -61.1 +562 -60.0 +55.1 -592 +54.3 -58.5 +53.6 -57.9 +53.0 -57.4 +52.5 -57.0 +52.1 -56.6 +51.7 44 ft -63.2 +58.3 -61.7 +56.7 -60.6 +557 -59,7 +54.8 -59.1 +54.1 -58.5 +53.5 -58.0 +53.0 -57.5 +52.8 -57.1 +52.2 48 ft -63.8 +58.8 -62.3 +57.3 -612 +582 -60.3 +55.3 59.6 +54.8 -59.0 +54.0 -58.5 +53.5 -58.1 +53.1 -57.7 +52.7 48 ft -64.4 +59.4 -62.8 +57.8 -61.7 +567 -60.8 +55.8 -60.1 +55.1 -59.6 +54.5 59.0 +54.0 - 58.6 +53.6 -582 +53.1 ft 54.9 +59.9 -63.4 +58.3 -822 +57.2 -61.4 +58.3 -80.7 +55.6 - 80.1 +55.0 59.6 +54.5 -59.1 +54.0 -58.7 +53.6 52 ft -65.5 +60.4 -63.9 +58.8 - 82.8 +57.6 -61.9 +56.8 -81.2 +56.1 - 80.6 +55.4 -60.0 +54.9 -59.6 +54.5 -592 +54.0 ft - 66.0 +60.8 -64.4 +592 -63.3 +58.1 -62.4 +572 -81.7 +56.5 -61.0 +55,9 -80.5 +55.4 -60.1 •4U4,S 59.6 91154.9 56 ft -66.5 +61.3 -64.9 +59.7 -63.7 +58.5 -62.9 +57.7 -62.1 +56.9 -61.5 +56.3 -614 +55.8 -80,5 • +553 :3:30! 0 1 80 ft -67.5 +622 -65.8 +60.6 - 64.7 +59.4 -63.8 +58.5 - 63.0 +57.8 - 62.4 +57.1 -614 +58.6 • Z31.4 +58.1 , ;1 .d' +65.7 03/02/2009 - 5:01sra- ay 2007, LORIDA BUILDING CODE & ASCE 7 -05 LOADS FOR COMPONENTS AND CLADDING I INTERIOR ZONE 4 PRESSURES 9 0 z C 1-t m - o F:103 Elements \10 Loading111 Calculators\ASCE 7 -05\ FLB - ASCE 7 -02 Pressure Charts (0- 60).dwg • ARP • • REVISE FOR 07 F8: • • REMARKS INIT ISSUE • • • Mean Roof Height 0 -15' -54.6 +42.7 10 -53.8 -53.1 +42.3 +41.9 168' +47.1 18 ft -64.6 +48.3 20 ft -66.1 +49.4 22 ft -67.4 +50.4 24 ft -88.7 +51.3 28 ft -69.8 +579 28 ft -70.9 +53.0 30 ft 32 ft 34 ft 368 38 ft 40 ft 42 ft 44 ft 48 ft 48 ft 60 ft 52 544 • • R4 60 ft • TSB -• • • FLIP _ • CHKII K1. 1 04/19/08 • i 2 / 09 • • -72.0 +53.8 -73.0 +54.5 -73.9 +552 -74.8 +55.9 -75.7 +56.5 -78.5 +57.1 -77.3 +57.7 -78.0 58.3 -78.8 +58.8 -79.5 +59.4 -802 +59.9 -80.8 +80.4 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, PE AND SHALL NOT BEQ®RDDUBEDINWI40LL)RPRRT• • WITHOUT WRITTEN CON OFIRIANKL:a 1 -r •.. P.E. "ALTERATLONS, S, . 1 i ..` . c�• MARKNGSTOTHISDOCU ENT - . T� . NVALIDATT• 1YFICERFIFICATICSI. • • EXTERIOR ZONE 5 PRESSURES -81.5 +0.86 DESIGN PRESSURES (PSF) • Zone 5 ry Area (Sq Ft) 15 20 25 fir. 30 35 40 -56.7 +43.7 -80.8 +45,9 -62.1 +47.0 -58.8 +45.0 -60.3 +46.1 - 63.5 -61.6 +48.1 +47.1 - 64.8 -62.9 +49.0 +48.1 -66.0 -64.1 +49.9 +49.0 - 67.1 -65.1 +50.8 +49.8 -682 -682 +51.6 +50.6 -692 -67.1 +52.3 +51.3 -70.1 -68.1 +53.1 +52.0 -71.0 -68.9 +533 +52.7 -71.9 -69.8 +54.4 +53.3 -72.7 -70.6 +55.0 +54,0 -73.5 -71.3 +55.6 +54.5 -742 -72.1 +562 +55.1 -75.0 -72.8 +58.7 +55.7 -757 -73.5 +57.3 +562 -76.3 -74.1 +57.8 +56.7 -77.0 -74.8 +58.3 +572 -77.8 -75.4 +58.8 +57.6 -78.3 -76.0 +595• +58.1 -4.9 -76.6 +59W +58.5 t�i 3 i 19,1?" -77.7 +622 +60.8 +59.4 L .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 -65.6 +50.6 -68.5 +51.3 -67.3 +51.9 -68.1 +52.5 -68.9 +53.1 -69.7 +537 -70.4 +54.3 -71.1 +54.8 -71.8 +55.3 -72.4 +55.8 -73.0 +58.3 -73.8 +56.8 -742 +572 -74.8 +57.7 -75.9 • •• • • • • • ••• • APPROVED +58.5 e ZONING DEPT • . • • -56.3 +437 -57.8 +44.8 -59.0 +45.8 -602 +46.8 -61.4 +47.6 -62.4 +48.4 -63.4 +492 -64.3 +49.9 552 +50.6 -66.0 +51.3 -66.8 +51.9 -87.6 +52.5 -88.3 +53,0 -69.0 +53.6 59,7 +54.1 -70.4 +54.8 -71.0 +55.1 -71.6 +55.6 -722 +58.1 -72.8 +56.5 -73.3 +56.9 -74.4 +57.8 -55.4 +43.3 -56.8 +44.3 -58.1 +45.3 -592 +46.3 -60.3 +47.1 -61.4 +47.9 -62.3 +48,7 -632 +49.4 -64.1 +50.1 -64.9 +50.7 -85.7 +51.3 56,5 +51.9 -672 +52.5 -67.8 +53.0 -88.5 +53.5 -692 +54.0 -89.8 +54.5 -70.4 +55.0 -71.0 +55,4 -71,8 +55.9 -72.1 +58,3 -732 +57.1 -54.6 +42.9 -55.8 +43.9 -572 +44.9 -58.4 +45.8 -59.4 +46.7 -60.4 +47.5 -61.4 +482 -62.3 +48.9 -63.1 +49.6 -84.0 +502 54.7 +50.8 -65.5 +51.4 -682 +52.0 -66.9 +52.5 -67.5 +53.0 -682 +53.5 -68.8 +54.0 -89.4 +54.5 -69.9 +64.9 -70.5 +55.4 -71.0 +55.8 -72.1 +58.8 DESIGNEWADS 45 -53.9 +42.5 -552 +43.6 -56.4 +44.5 -57.6 +45.4 -587 +48.3 -59.8 +47.1 -60.8 +47.8 -61.5 +48.5 -82.3 +492 -63.1 +49.8 -63.9 +50.4 -64.6 +51.0 -65.3 +51.5 -66.0 +52.1 -68.6 +52.6 -67.3 +53,1 -67.9 +53.6 -68.5 DEPT +54,0 -89.0 +54.5 -69.6 +54.9 -70.1 +55.3 -71.1 +56.1 FO 50 -52.5 +41.6 -532 +422 -54.5 +432 -55.8 +442 -56.9 +45.1 -58.0 +45.9 -58.9 +48.7 59.9 +47.4 50.7 +48.1 -61.6 +48.8 -62.4 +49.4 -63.1 +50.0 -83.8 +50.6 -64.5 +51.1 -652 +51.7 -65.8 +522 -66.5 +52.7 -67.1 +53.1 -67.6 +53.6 -882 +54.0 -68.7 +54.5 -89.3 +54.9 -70.3 .7 DAI E SUBJECT i O CCMPI_IANCE WITH ALL FEDERAL c A \ 'L a •.r r \ v rR a \ FC'-,L'II A -1- ' CNNS WIND VELOCITY =146 MPH EXPOSURE 'C' INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL I UDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY I C NQ 1 BE ED, THE MOST CRITICAL (10 SQUARE FEET) SHALL ROUND ND TRIBUT R A DOWN TO THE LESSER TABLE VALUE. FOR LARGER N P SHE , S THE LARGEST PUBLISHED VALUE, O�VE O 'T}IE O NG AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER MA. O BY 0 H t4S ANY QUESTIONABLE OPENING IS TO BE CAL (_ RIOR) ZONE. Mq NEGA PRESSURES FOR USE AS REQUIRED BY THE LOCAL ANCE W • •DE. OPENINGS ONI AREA OF A44 BE USED f TRIBUTARY AR 8. IDEI THE FIG CONSIDi 9. READ tQ_F O MUNICIPALITY IN YTHE OLIN ) T Q T� V E - CdO GE E L N. 1. H e•� S R r(OT V D S A $ITE- SPECIFIC DRAWING. THESE TABLES ARE ONLY V ' D HEN IG �AI RAISED EA Y FRANK L BENNARDO, P.E. 2. H S $ ¢�QIF$C#TI0I IS, ND D 0 ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE •FEtTAB„ AND CORRESPO DING WIND VELOCITY, EXPOSURE, AND OTHER COEFRICIENTS'i.ISTEPHN SHALL B DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT PERM IIIT(( H1rLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpi = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. WALL ZONE FIGURES ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 - 0660 FAX: (954) 354 -0443 WWW ENGEXP.COM lAY - r. OF AUTH 98885 MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd Eg 9 A ISO PEAK ROOF HEIGHT MEAN ROOF HEIGHT z z O 0 FHA - DIAGRAM SHEET CUSTOMER NAME krtfl 0.. d 7; LEAD NUMBER TYPE OF PROPERTY c -< ROOF HEIGHT MEASURING TECH FLOOR NUMBER MEASURE DATE TOTAL FLOORS 111111111•11111111•111111 IIIMIEMINIIIMI••>•_ ••11= E � E••EE••111fi - - •111111111111NN MINN _• ••111111111• IEL111 - .111111111111•1111 ••M —IN MI ••!!!!1••Ir. E�1NMPUt _LIE. �MI A •EE21C11•112701: EE��EMEr MN MI 111111111111111MIMEMMEMIN 1111111•11111:1111M1 III MIMI 1111 •11101111111111111111111111111:1 •111111111111E• 7 • 11111•111111WEWOMI MI MUM E��EE M IN NI S EE I•EEEI■I•114 .. ENINIIIM1111115 iii• E111•1 II Al NMI P.1111111MIPIIIU 1111111111111MMII - 11M11 EE1IL11f7er)E E��EE/�•EIIA!!R�E MI IN �••EAiiil;iG1••� 4 _ •• Elrlt111.Eii• � •••1121111V•• 111115.%11:! i' 1 *IiiI TlEINOMII• 11111111 hill 51 MINIM IN NM= III v iii 11111 - 1ijjiflL_ .RflU_ _ Si hZIL.I _ 1 I!!!' a•E� E•E•I••• GI •111I•EE•E•IEI■EE E•■� E r 1111 1 �I• a f i NIIW 1E gpPJPI �••••E11►�Ilrcl�- I1 ..� _•E••EZE>•••• AIME MEMNON MINIMM NI Nam Ilimmortmull 1 /MOM 11.1.111.1.1. II UM. 1. ••E•E••EE• ■ E sloom ilw mo MINIM a ___ ■•I MI•• ■U•IM•• M1■1■•1•111••1114111 E ' � a1m• E� um mum= ImIllIMENIIIIIhi Eli •E•En11111111111rE EE 10•.I, AIM M o e . L _ WIMM c VI1 ••E• E 1111•1111•1101M E•�g ilililit=• __a_.. 4111111•91,110111111111 • MIME W1111•E•E• EEEE EE�• wi�iE EENRICIEI•EEE EENM 1M1 E.ikiFf lf,M[ IPI 1111r1111iiire21=111 EEEE1iiEriIE111MEEM MIW •naliM rE NI 11111•1111111=11111111111111• IIII IIuuUI 1111111111111111111111 �1��!!1.._- - iiEEE 4 C10E,�E�EE� ■ EE•EE�E► /MEM In- - _ _ EE•EE�111Jt`1C>•E E1EE .... •1C111 � MIMIE'•••Mi•Ell"' ` iii1IPIEM11illENSI EIIIII 1 1111•1Tminn ••Eu••E 111111111•21111•1111111111111117211 IN 1111111111111111111M11. IMINITTMC11111111111111111111111 EEEEEERI}1111111•EEEE Eiif41Ewii i iiiiiiii11 iiiii:i i�iii 1�e�1� �EEE7•EEEEEEE EEEEEEEEE111111EEE1ral;�� rNE••mw•li1r Ua �••E•�•E•�E1111 MO MINIM all, Efi1u•E• ••••EIIIIIMEEEIMII•••i7EIIIIIMIIIDIE MN 1111111111111111111111111111111 i■�iiii�•R01wli� iii MN iiiiiii 1.111 11111111•111M11111111 i illia■ M$1111•• •• �EEEE •• i1•E_E EE••Ei �1G' '.1�E 11111•11111111111111•1111111 _— •�iiii�•i 1111:1 iiiiiiiiii�iiiiii�i�i i E�i11w=iiiiii EiiariEi1■i�iliiiEi�E_iii IIIIMM�" ::NWIFii. iiiiili IIi:�IMiiii EEEE�EEEr its f . 111111111111111111111111 i•EEIS`•EE 1L 1 ••• m un ts71im1 agarml EEEEmEE — EEmEEEEuiiiii ii •E• �i �iiiiii� ii iiMiiiiiai iiiiiiii 1111•E01111•E Florida Building Code Online BCIS Home Log In User Registration - Hot Topics Product Approval USER: Pubtic User Product Approval Menu > Product or Aookcatbn Search > AooVcatlon List > A • _ 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 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) http : / /www.floridabuilding.orgfpr /pr app_dtl.aspx ?param wGEVX... Submit Surcharge Stets & Facts - Publications ; FBC Staff BCIS Ste Map i Lbks i Search A5823-R4 Revision 2007 ) Approved ,7 Custom Window Systems, Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre @cws.cc Michael LaFevre mlafevre @cws.cc Michael LaFevre ## 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre @cws.cc Ralph Emminger ## 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368-6922 Ext 208 Ralph @sws.cc Roberto Lomas PE -62514 Keystone Certiflcations, Inc. 12/31/2010 Steven M. Urich, PE Standard AAMA /101/I.S.2 -97 AAMA /101/I.S.2/A440 -05 ASTM E1886 -02 ASTM E1996 -02 • • • • • •• • ••• • • • • • ••• • • • •• • Single Hung • • Eva Craton Report from a Florida Registered llrehitect orrel icenied Florida Professional Engineer • •••• 1 • • • Evaluation Report - Hardcopy Received • • • • • • •• •• Validation Checklist - Hardcopy Received • • • • • • • • • • •• • FL5823 R4 COI 510484A (Eval Rea SH -8100 Impact).odf •• • • •••• • • • • •••• • • •••• Year 1997 2005 2002 2002 • • • • • • • • • • • • • • • 1 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. 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 , 5823.21 SH -8100 Vinyl Single Hung SH -8100 Vinyl Single Hung (Impact) i Limitsiof Use Approved for use in HVHZ: Yes roved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/ -67.5 Other: Large Missile, 53x76, DP +/- 67.5 psf. Installation Instructions FL5823 R4 II CWS -155A (SH -8100 Impact).gdf 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 FLS823 R4 AE 510484A (Eval Rep SH- 810(l,)nipect).pdf Created by Independent Third Party: Yes • • • • • • • • • • 5823.3 SH-8100 Vinyl Single Hung Heavy Duty SH -8100 Vinyl Impact Single s. ng r /• HeavyD ot? FPO 4 • • 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 F 823 R4 II CW -369 51 100 �.- ..;2x2 1 0 DP).pdf •••• • • FL5823 R4 II DuPont SGP MOW 6l- 1116- 04!tidt FL5823 R4 II Mikron NOA 116�1R'•2a 01.txTf•••• Verified By: Roberto Lomas 6.2J 4 • • • Created by Independent Third Party:•Yes Evaluation Reports • • • • FL58 3 R4 AE 510965 EvSI Re. •SH- 810("Im•.ct 100 DP).pdf •• • •••• 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 (51-1-8100 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 Florida Building Code Online http: / /www.floridabuil ding. org /pr /pr_app_dtl.aspx ?param = wGEVX.. Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products PA/TAS 201/202/203 1994 12/19/2008 01/05/2009 01/09/2009 02/03/2009 • • • • • • • • • • • •••• • • • • • of 1 7/15/2009 9:19 ATV Florida Building Code Online http:// www. floridabuilding. org/ pr /pr_app_dtl.aspx ?param wGEVX... !Bad( RCA AdminK - hatbn Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 - 2005 The State of Fbrida. All rights reserved. Convright and nkclaimer Product Approval Accepts: tra ICI I21-I `Next Bob •••• • • • • • •••• • • • • •• • • ••• • • • • • •• • • • • • •••• •• • • • • • • • • •••• • •• • • •• •• • • •• • • • • • • • • • • • ••• • • • • • • • • • • • • •••• • • • • of Z 7/15/2009 9'19 ATV 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 Avenue Ocala, FL 34474 Product Line: 8100 PVC Single Hung — Impact resistant Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 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 comer 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, t75.0psf 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, ±67.5psf design pressure, 10.13psf water infiltration TAS 203 -94 Cyclic Pressure Loading ±67.5 psf design pressure •••• d) Report No.: NCTL 210 - 3168 -3B, signed by Gerard .1. Ferrara P.E. • • • •••• • National Certified Testing Laboratories, Orlando, FL. • • • • • • • • • • 8100 PVC SH, Fin installation • • • • • ANSI/AAMANWWDA 101/1.8.2 -97 • • • Design pressure: ±67.5psf Water penetration resistance 10.13psf ••••• • • • • • • . • • ASTM E 1886 -02 and ASTM E1996 -02 •••• • • • ASTM E 18861E 1996 Large Missile Impact Test, Level D, Wind Zone 4 •••• 3. Anchor calculations, report number 510151A, prepared, signed and sealed by L. Roberto Lorigne.F, ASTM E 1886/E 1996 Cyclic Load Test, ±67.5 psf design pressure •••••• ' ... • ` • Luis R. Lomas, P.E. FL No.: 52514 07118!2008 • • • • • • • • • • • • •• • •••• • • • Unit size Max. D.L.O. Design Pressure Rating impact Rating Up to 37" x 63" 31 9/16" x 27" _ t 75.0 psf Large and Small Missile Impact Up to 53 1/8" x 76" 4711/16" x 33 11/16" t 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 — 5/16" laminated inboard lite consisting of 1/8" Ann — .090° Dupont Butacite PVB interlayer —1 /8" Ann per ASTM E 1300. • Dupont Butacite PVB interlayer per N.O.A. 05- 1208.02 • This product is rated to be used in the HVHZ • This product is impact resistant and does not require impact protection in wind borne debris regions. • Frame material to be white rigid PVC per N.O.A. 06- 1220.01. installation: • Units must be installed in accordance with approval document, CWS -155 Revision A Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will aoquire a financial interest in any other entity involved in the approval process of the listed product(s). 40454: OF •� Engineering Evaluation Report Report No.: 510484A • w r- 1:0:0;%•1:* • 2 of 2 ' J fps r r w �� 1 Luis R Lomas. P.E. / JJ / /ONA i\,' FL No.: 62514 07116/2008 •••• • • • • a •••• • • • • •• • • ••• • • • • • •• • • • • • •••• •• • • • • •••• ▪ • •• •••• • • • • •• •• •••• • • • • • • • • • • • • • • • • •• • •••• • • •••• • • • • • • 53 118° — MAX. OVERALL FLANGE WIDTH 517,8" MAX. UNIT WIDTH 76' MAX OVERALL FLANGE HEIGHT 74 314 MAX UNIT HEIGHT T MAX SASH HEIGHT V V TUFTY 4 1 0 it 481H0 GLASS DLO 83615° MAX OVERALL FLANGE HEIGHT 82 3!8° MAX UNIT HEIGHT 24 fire" MAX. SASH HEIGHT TABLE OF CONTENTS 4711/18. GLASS DLO EQUALSPUT MAX. OVERALL FLANGE WIDTH 51718 MAX UNIT WIDTH 4711116' GLASS D10 461716" GLASS DLO 60140 SPLIT ORIEL GENERAL NOTES & ELEVATIONS 1 ANCHOR SCHEDULE & NOTES 2 DP CHARTS & GLAZING DETAIL 3 SECTION VIEWS 4 EXTRUSIONS & B.O.M. 5 INSTALLATION DETAIL_...._._ 6.8 SINGLE HUNG ELEVATION (IMPACT) (SHOWN W/ DIFFERENT OPTIONS) 23112" GLASS 01.0 21 3/8' GLASS DLO • • • • • • • 331/T GLASS DLO 331111W GLASS DLO 45 1116" GLASS DLO • • ••• • • • • • 4 HISiASH ORIEL • • • • • •• ••• •• • • • •• • • • • • • • • • • • •• • • SD NT MAX. OVERALL FLANGE HEIGHT 88 1(4' MAX UNIT HEIGHT 381/2" If r MAX. SASH HEIGHT 53 5116' MAX. OVERALL FLANGE HEIGHT 621/18' MAX UNIT HEIGHT 24 5115 MAX SASH HEIGHT ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 53 1/8" MAX. OVERALL FLANGE WIDTH 51 7/E" MAX. UNIT WIDTH 47 11/15' GLASS DLO 451/15" GLASS DLO 5 HI SASH ORIEL 53 Sr MAX OVERALL FLANGE WIDTH 51 718' MAX. UNIT WIDTH 4711/16' GLASS DLO • • 221/E GLASS DLO 2311Z GLASS DLO 27 3/18" GLASS DLO 21' GLASS DLO PVC IMPACT REQUIREMENT; 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENTEDfON 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "O/X'. 4. DESIGN PRESSURE RATING: (SEE TABLES -SHEET 3) - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.. -POSMVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1300. 5. ANCHORAGE: THE 3311355 $TRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 6.8 FOR ANCHOR DETAIL. 8. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. 8. REFERENCE TEST REPORTS: NCTL 210.3188 - 2 , NCTL 2103168-2A , NCTL-210 , NCTL 210. 3168.38 8. SERIES t MODEL DESIGNATION SH -8100. 10. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER AU. LOADS TO STRUCTURE. BUCK AND FRAMING I8 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 AU. ELEVATIONS IN A SIMILAR LOCATION. 37° MAX OVERALL FLANGE WIDTH 35 3d4' MAX UNIT WIDTH 318116' GLASS DLO 63' MAX OVERALL FLANGE HEIGHT 61 314' MAX UNIT HEIGHT 30" MAX SASH HEIGHT 26 18/16' GLASS DLO EQUAL SPLIT $77 $ • • 04 tit`" • : I ▪ e_: • • ▪ • • • PROPRIFTARYAND • "`b>_ a -WI • THE BIF• RANRO ?&O?SAINEOINTM8 SOLE PRO - L-' R9 • =Vow finials NOM' REPRODUCTION IN PART OR AS A FL. P. • •WFSITEN PEWISION if CUSTOM WNDOWBYSTFl+S, INC. 03 . .,,t,_ Y.- , • 27' GLASS 0L.0 27 3118" GLASS DLO 110. 6251* Q�djeO }y *1O A 1 UPDATED PER NEW FBC REQUIREMENTS f 07/07/08 "x^'900 SW 44TH AVE. FLORIDA 34474 12 MAX O.C. (TYP.) MAX (TYP) INSTAUATION ANCHORS TYP. SEE NOTE 2 BEE NOTE 2 6" 4' MAX. O.C. g' — MAX (TYP•O MAX MAX O.C. SEE NOTE 6 (TYP) P) r _ i ANCHOR LAYQILT- (FLANGE) THRU FRAME a CUP (MASONRY OPENING) ISPECIRD POR ?SOP.) 4' MAX (TYR) 6" MAX O.C. (TYP) ANCHOR LAYOUT - • THR (FIN) • UNARWO (WOOD ) ISPECIFlC FOR 75D.P.) INSTALLATION ANCHORS TYP. tP MAX (TYP) 16" - MAX O.C, INSTALLATION ANCHORS 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 1116" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR SETTER WOOD SHIMS ARE NOT ALLOWED. 4.3115' DA. ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH 70 ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21/2" SHALL BE ACHIEVED. 5.910 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 318" INTO 2 BY WOOD BUCK. 6. 48 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 112" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • 00 •• •• • •• • • •• • • ANNCHOR LA - (FLANGE) r FRAMER (MASONRY OPENANO) (SPECIFIC fog 67.5 0.F.) 7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 8. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION4SI%T4JT MATSRIALOR CoA'ANG. • • • • • • • • • • • 1 .J 9. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANSFACU.JREICS TI81� INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE 161�NIMUIb�STi NOTF�P Ci ELM .� 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREPMATIE BRS% ON b�IJBSTRATE MATERAL WITH THE FOLLOWING PROPERTI `$� • ' A WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 8. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 P51. Q . C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE • N i TYPE • 1 (Og GRvAti) • • • 111 r• A l 4' MAX (TYPO 4' MAX (TYP) 8' MAX O.C. INSTALLATION ANCHORS TYP. #"'• Qe e.' +° !`•': - °caaur •,. c 6' MAX 0.C. O X ANCHOR LAYOUT - (FIN) THRU NAILING RN (WOOD (R'�) (SPECIFIC FOR 67.6D.P.) UPDATED PER NEW FBC REQUIREMENTS 1 07/07/08 s 'OM SW 44TH AVE. CALA,FLORIDA 34474 1 HO SCHE • LE 8 NOTES - IMPAC PRORiETAR ANU COlrf1GElIT9U. o INN NY: • 7/1/2008 • • • • • • • • • • a 1s • • ' 9 .,PVC SINGLE HUN S A : 2 OF 8 ADE • • • • • • . -v ti o CO? 11NO. NO.: INF T yCO • NFNINWO II•TROORAVANG IS THE eOLE PROPERTY t L. ROSERTO LOMAS o i 8100 CiW$ - J3 EMS. • • • • • DC. AI ReiwcoGTION IN PART OR AS A WHOLE Y Y N • ` P IP UT THE FL. 11.67NO. 62514 A . ,-,.- DER: NT • • ■ • • WESTONQ� TOM WIAIN:7Y SYSTE623. WC. t6 PROHTEMX, • a • SEE NOTE 6 4 WIDTH 1011 231/2 27 112 29112 31 1/2 35 112 39112 41 1/2 431/2 47112 51 112 37 53115 CLASS TYPE A. B A, A, A, B A, A. 8 A. B A, 8 A,8 A, 13 NODULAR 817335 (IJ3T - WIOOW 50Z/4 MONT(D0 27 112 +75/ -75 +751.75 +75/ -75 +751 -75 +75/ -75 +87.51 -87.5 +87,5 -675 •87.51 -67.5 •67.51 -57.5 +8751 -87,5 25112 •751 -75 +751.75 +751 -76 • 751- 75 +75/ -75 +67.5/•67.5 • 6751 -87.5 +873/ -57.5 +87.51 -87.5 +87.51.87.5 31 112 •751 - 75 +75/ -75 +75!•75 +751 -75 +751 - 75 +8751 -87.5 +6751 - 67.5 +67.51- 87,5 +874/- 875 +8751- 87.5 35 112 •751 - 75 +751- 75 +75/•75 +751 -75 •75/- /5 • 87.81 - 875 + 87.5 1.875 • 87.5/ - 67,5 • 87.51 -87.5 +67.51 -87.5 • 39 112 •75! -75 +75/ -75 +75/ -75 ►75/ -75 +75/ - 75 +87.5 / -87.5 +8751 -67.5 +573 /- 87.5 *87.5 / - 87.5 +8751.674 41 112 +75/ -75 •75 - 75 +75/ -75 +751 -75 •751 - 75 +87,5 /•67.5 +67.5/ -67.5 +87.5/ - 875 +87.51 -87.5 •6751 -67.5 314 OVERALL 118' ANNEALED GLASS 5/18° AIR SPACE 5118• LAMINATED NB" ANNEALED GLASS 313? DUPONT P16 INTERLAYER 118" ANNEALED GLASS • • • G TYPE A • • • 43112 +751 -15 +75/ -75 +75/•75 +751.75 +151 -7 +8751- 873 +87.51- 675 +87.5 - 57.5 +875 - 875 •87.51.87.5 tIM 19118 COMMODITY 81Z123 (TP to TIP) HEIGHT OR 72 79 •87.5/-87.5 +87.5/ -675 +87.51-137.5 +87.51.67.5 +87.5/ -87.5 87.5 1- 87.5 +87.51-87.5 •• •• • • • • • ry f• 47112 +75/ -75 •751 -75 +75/- 75 •751 -75 +751 -75 •87.5/ -87.5 +87.5/ -87.5 +67.51 -07.5 +87.5/.87.5 +87.51 -87.5 51112 +751 -78 +75/ -75 • 75/ -76 +751 -75 +751 -75 • 8751.875 +57.5/ -87.5 +875 1 -67.5 +6751-873 *67.51 -67.3 • • • GLASS TYPE 8 • • AND CONFIDENTSM. DRAWN' IS THE SOLE TIONIN PART OR ASS SYSTEMS. IN:. G 531/2 +75/ -75 +751 -75 +75! -75 +75/ -75 +75 1- 75 +675 / 57.5 +67.5 1 -675 • 67,5 -674 +675 1 -87.5 •875/87.5 55112 +75/•75 •75/ -75 • 75/ - 75 +751 -75 •75/ -75 +67.5/ -87.5 +87.5/-67.5 +87,5/ -87.5 +6741-67.5 +87.5/ -07.5 3l4° OVERALL 118° TEMPERED GLASS 5118° AIR SPACE 5118' LAMINATED 1.18" ANNEALED GLASS 3132 DUPONTPVBINTERIAYER 1/8" ANNEALED GLASS 691/2 +751 - 75 •751 -75 +75/ -75 +751 -75 +751 -75 +67.51.67.5 +87.51 -67.5 +87.5/ -87.5 +67.5/ -87.5 +87.51 -87.5 53112 +57,51 -87.5 + 87.5/ - 57.5 +87.5/ -675 +87.51 -87.5 • 87.51 - 875 + 67.51 - 875 +87.51 -875 •87.5! -87.5 +57.5/ -57.5 +87.5! -87.5 821/2 +87.51 -87.5 +87.51 -87.5 +87.5 /- 67.5 +87.5/ -87.5 •87.51 -57.5 +87.5/•57.5 +87.5! -87.5 +87.51 -87.5 +87.5! -67.5 +87.51.875 PV SINGLE HU 67112 +87.5 /- 87.5 +87.5/ -87.5 +87.5 /- 87.5 +67.51 -87.5 +57.5 I- 87.5 +575 57.5 +87.51 - 87.5 +87.5 /- 87.5 +67.51- 57.5 +87.5 - 87.5 71 112 +87.5 - 87.5 + 67.5! -87.5 +87.5/ -67.5 +87.5/•67.5 +07.51-1374 +57.5/ -67.5 +8751 - 67.5 +87.51 -87.5 + 8751- 57.5 +5751 - 87.5 74 314 +87.5/ -67.6 +87.51 - 67.5 +87.5/ -67.5 +87.5/ -87.5 •87.5/ -67.5 +87.5 875 +67.61- 675 +67.5/ -67.5 • 67.5 / -575 +67.5 /- 875 NOTE: 1.IF SIZE INTENDED IS NOT SHOWN,UBE NEXT LARGER 814 A I UPDATED PER NEW FBC REQUIREMENTS I 07/07/08 e.lat SW 44TH AVE. aCALA, FLORIDA 34474 P CHART S GLAZING DETAIL - (MPAC E 717/2008 • • • ••• • • • • • • • • • • • • •TIC PFOSVATIDNCANOMD � • • • • • WI✓�• SYSTEMS. INC. MR ' • • 30 • • • WOW PEMBSSION OF OBSTM1 • • • •• • •• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • • • • • • .L.Rawerbula, aN a FL PM W3. 52514 + �� I ►',1 ki w a �.�.1 a C /s j OVERALL FLANGE HEIGHT TYPICAL UNIT HEIGHT • • • • • • • • • • • • • " outarlaimeag • • • • • • • • • • • TYPICAL HORIZONTAL SECTION NOTE: LEFT SIDE SHOWS FDIED CUT ANLAY RIGHT SEX SHOWS SASH cur AWAY IMPACT HOOKS APPUES WHEN UNIT WINDOW SIZE EXCEEDS 3r WIDE ANDIOR 0:13 HIGH. •• 7ENTEIVISVSED BUT NOT SHOWN FOR CLA107/ E-20,23,25,28,31 ,37,44,46,47,49-52,55,83.64,67,68. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • DETAIL A IMPACT HOOK SPACING: I) SILL HOOKS: A) Ir FROM UNIT EDGE TO EDGE OF HOOK 8) A THIRD HOOK 18 CENTERED IF UNIT WIDTH IS GREATER THAN 3r. 2) SASH CATCH: Al 2.12° FROM SASH CORNER TO EDGE OF CATCH. 8) A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH 18 GREATER THAN 37. BASH AND FRAME HOOKS ARE TO ALIGN WIG8N 114. je • - 1900 SW 44TH AVE. -.139ALA, FLORIDA 34474 mftSECTION VIEWS & ALT. FRAME -IMPACT A UPDATED PER NEW FBC REQUIREMENTS 1 07/07108 Demo Pad 1 3 5 9 10 11 12 13 14 1.5 16 17 1e 19 10 21 12 23 24 25 26 21 29 30 31 32 3 39 39 40 42 43 44 45 46 48 49 51 52 53 64 4+4431 116031 46631 116031 146001 81499 116027 F41497 14•028 81498 H6088 61499 6.6016 8.8018 6.8815 &8918 8.8013 19-6014 148028 81578 81568 6-1604 163058 1 P3763 1 P3215 P3893 4+3429 83765 4+3768 F-4061W P3748W R3559 83550 R3342 4+3152 16.3438 169438 4+3352 1L3713 163851 4+3613 Description Main Fr., S1t w/F1g., PVC, 11ea0 Men Fr., 811 w/R6., PVC. 68 MYn R., 811, wigs., WC, L A. Main Fr.. SH w /F7g., PVC. 5..8. 66ee1. Ref, Fad Rem. Fxd. MR Sue 8661. Ras, PVC Aldnt. Sash Meet. 891 Sash adorn Rat PVC Rem.8.0.A18.8.5 Seth Side/T84W6o4. Pei Rid. 8.9.16/8.8.16 08. Bd., 3/4•,Fxd., 1810. 08.84., 3$4•,Fxd., Vert. Gk. Si, 3/4 Hart. G•. Bd, 314",8ash, Vert. Sem. Adapt., w/16, PVC. Hera. Sam. Adept., PVC, Vert Bash Step I Fier, PVC, Vert Fr, Catch. PVC. IIp., 9- l F6(.8) Sash catch. WC, 165ct Anchor Op Balancer Sash Cam WC Take 001 CIp lock irpact. PIG Keeper, Irpact WC Wasp Cover w/ Flap Peed. Rate. FJ4R VJatp., 0.270 x .157 beck Ft1SeaL Gray 68 or 2.000 RI FH8A75 08 90.825 FA F119,193 08 x1.250FhFHTE.WM. OS x 0.626 Gimd FHTB(, Vvhf. 68 X 3/8" FIT 5H18(2 46a Mr PION TBf2 Seam Sealer, 6M -5504 Cap I9, 1 PL Fbte lit Maf. TruSeaL'H• lint *1. TruSe*L'FP eat Bk, 85 Cur.. NB• x 6B° x 2• Lg. 048100 07kt Cert. Label MC Tab. Impact Teaporan 1.61. (WRUDF) G"NS L.M. (8go) Ges6, Fixed Glees, Sash 6.4 P3261 Spacer (see 619 3) 62 P3218 Screen Franc. Hark. 63 P3215 Screen Rene, Vert 64 P3321 Screen Werra Corner Key as 83681 Screen CAW. 18 a 16 Fb611 lase 66 P-3228 Screen SPUIe..155171a, 9114. 67 1 Screen pal Tea 69 R3033 Screen Sprtq, SS 69 F46028 Itch Fr., Sit Or /FP. F1/0. 7e 81112 Glazing Bead 71 148628 Bub Wrel we Sgd Base, .350 Figh 72 4+3113 Screw Support tat WG PVC FRAME FIN -6026 2.703 • PVC FRAME FLANGE -6031 FR. HOOK MPACT (SH SILL) ALUMINUM 6063 -T6 3113• • • • 1 472• • • • • • • •• ••• •• • • ••• • • • • • • • • • 2 9/18' PLAN VIEW OF ANCHOR CLIP 1.160 •I PVC SASH BTM. RAIL -6028 PVC SASH MTG. RAIL -6027 PVC SASH SIDE RAIL -6004 REINF. FIXED MTG. RAIL -1499 1.440 .217 ALUM 6083 T-6 PVC FIXED MTG. RAIL -6001 Fes--- 2 1,2_-__ 1118" ANCHOR CLIP, 1504 ALUMINUM 6063 -T6 349 3V4 • ••• • • • • • • OROl CIMMDE TAL • TI8INFoomAnoNC0 *TADt5D8TF1 18 THE SOLE PROPERTY. • • P51 idISSIONN OF =NW WINDOW 0Y inn. h9 PP 1.935 REINF. SASH MTG. RAIL -1497 REINF. S.B.R./S.S.R. -1498 ALUM 6063 T-6 ALUM 6063 T-6 PVC SCREEN SUPPORT - 6014 zAk • � ��OBER 3f f'f�t�d6�$ -�=' . • Ft. P.9.4 0. 82514 •. 1 118" 1.387 .832 PVC SASH STOP -6029 PVC GLAZING BEAD -6016 PVC SCREEN CATCH - 6013 SW 44TH AVE. FLORIDA 34474 CORNER WELD (ALL SIDES) FRAME CORNER CONSTRUCTION FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 818• 114" X 518' — SASH CATCH IMPACT ALUMINUM 6063 -T6 A I UPDATED PER NEW FBC REQUIREMENTS 07107/08 CWS - 155 • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • •• • • • ••• • • • • • ••• • • Y.r a t de *J..? ,,,• +�/ • •• • te 1%%` • STA)_LATION DETAIL W /CLIPS - IMPACT HAWN BY: PVC SINGLE HUN ADE CAULK BETWEEN BUCK AND OPENING BY OTHERS CONCRETE/MASONRY BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER WINDOW FRAME HEAD WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER EXTERIOR FINISH L• 7'aIn1 ~: i BY OTHERS i 1�-- =— ■. ••• • , • 4..... I 11 II II 1 Mil 4 ►.•• • : • ►• • �►. ►• .! • • • !0.o *•.9..e•_1110. • °.• .: • '■ . • 4 • • • �.. • ►• s•.• • • A. ► 0,, •• CONCRETEIMASONRY BY OTHERS 21Z (MN. EDGE DIST.) ® VERTICAL SECTION CUP (MASONRY) P • P . •♦ P+d P' ANCHOR CLIP INBTALIATIPN ANCHOR, 3118' DIA. MASONRY ANCHOR. ANCHOR CUP T • • • • • • USE (M D& EMBEDMENT) 2N2" (M N. EDGE DIET.) LUC I EMBEDMENT) 1/4' MAX SHIN (SEE NOTE 2 & 3 ON BHT. 2) 1 BY WOOD BUCK BY OTHERS CAULK BETWEEN BUCK AND OPENING BY OTHERS INSTALLATION ANCHOR, 3116' DIA MASONRY ANCHOR • • 1 SY WOOD BUCK BY OTHERS • • • CMBIDN NT: •• • • • • 0 • G • • A • •0 • • • al A e A s; A • • 1 e • • ••• • • • • n• 00 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • tioRizomt. SECTION 6 CLIP (MASONRY) WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS U4' MAX SHIM (SEE � 2 & 3 CONCRETE/MASONRY BY OTHERS •• • • • • PERIMETER CAULK BY INSTALLER WINDOW FRAME JAMB ® ALTERNATE PRECAST BILL DETAIL CUP (MASONRY) 30 ".716'0 • EXTERIOR FINISH SY OTHERS ANCHOR CUP FL P.610. 62514 . - 212' (MIN. EDGE DIST.) • • • • • • • • p�P L+T YANDGOMTDEN1B1. • • • • TH•1NFo4SNTION CAIAaw® IS THE 6oIEPROPERPI WINSOVT/SYBTEM• INC. AVIREAtanitTIoN IN PART OR ASA R ISTLE�gSIp. THE •WRIII EVEEMISSAN OF AIWA!' MDOWSYST043 INC. IS PROF�fFD T ^ "• • PERIMETER CAULK BY INSTALLER INSTALLATION ANCHOR, 3116• DIA. MASONRY ANCHOR. i 114' MAX. SHIM (SEE NOTE 2 &3 ON SHT. 2) (MN. EMBEDMENT) 2172' (MIN. EDGE 01ST.) -• : 8100 1'JL� (MIN. EMBEDMENT) • • ,4 INSTALLATION ANCHOR, #10 WOOD SCREW HORIZONTAL SECTION ® CLIP (WOOD) CAULK BETWEEN BUCK AND OPENING BY OTHERS NTS ,LETr R A 2 BY BUCK BY OTHERS CONCRETEIMASONRY BY OTHERS o •• CWS -155 B OFB 210 (MIN EDGE DIST.) CONCRETE/MASONRY SY OTHERS CAULK BETWEEN BUCK AND OPENING BY OTHERS EXTERIOR FINISH SY OTHERS PERIMETER CAULK BY INSTALLER WINDOW FRAME CAULK UNDER SCREW HEAD BY INSTALLER �� ■1 Ii _,i111417 - ■: Jam • p„• a• p• • a • e. P j:•• • .a.y • .D• , /0. •• : • p •• • a ••• • •O • • ` • PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS WINDOW FRAME BILL CONCRETE/MASONRY BY OTHERS • o • D • • : D • • • Da 1•• VERTICAL SECTION FRAME (MASONRY) DRYWALL BY OTHER •• • •• • •• • •D. • D. 1 BY WOOD BUCK BY OTHERS DRYWALL BY OTHERS 1N• MAX SHIM (SEE NOTE 26 3 ON BHT 2) CAULK UNDER SCREW HEAD BY INSTALLERS INSTALLATION ANCHOR, 3118 OM. MASONRY SCREW ONEOPREHE BACKED WASHER THRU SCREW SUPPORT CONCRETE7MASONRY BY OTHERS INSTALLATION ANCHOR, 3116 DIA. MASONRY SCREWtWNEOPRENE BACKED WASHER THRU SCREW SUPPORT JIM! (MIN EMBEDMENT) (MIN EDGE DIST.) INSTALLATION ANCHOR. 311W DIA. MASONRY SCREW •INEOPRENE BACKED WASHER THRU SCREW SUPPORT HIGH STRENGTH STRUCTURAL GROUT BY OTHERS 114' MAX SHIM (SEE NOTE 2 & 3 ON BHT. 2) SILL STOOL BY OTHERS • ••• • • T R • • • Apt • • -L• V4•••• •• • (MIN EMBEDMENT) 1 114° (MIN. EMBEDMENT) • • CAULK BETWEEN SUCK AND OPENING BY OTHERS • • • •• • • i R • • • • •• 1 BY WOOD BUCK BY OTHERS • ; 4k EXT. FINISH BY OTHERS ® HORIZONTAL SECTION FRAME (MASONRY) CAULK UNDER BCREW HEAD BY INSTALLER WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER 1/A" MAX SHIM (SEE NOTE 2 & 3 ON BHT. 2) PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS CAULK UNDER SCREW HEAD BY INSTALLER CONCRETN•WSONRY ALTERNATE PRECAST SILL DETAIL BY OTHE.IS FRAME (MASONRY) 114' MAX SHIM (SEE NOTE 2 6 3 ON BHT. 2) armou 4 '44 s Ir- JAMB 1( 1 FRAME PERIMETER CAULK BY INSTALLER EXTERIOR FINI SH BY OTHERS INSTALLATION ANCHOR, 3116• DIA. MASONRY SCREW aENEOPRENE BACKED WASHER THRU SCREW SUPPORT 114" MAX SHIM (SEE NOTE 263 ONSHT. 2) 1 714• (MIN EMBEDMENT) (NUN EDGE DIET.) •t•••tr ti s • s • • ; • ® HORIZONTAL SECTION FRAME (WOOD) - ;ABM SW 44Th AVE. ()CA, LA, FLORIDA 34474 late (MIN. EMBEDMENT) DRYWALL BY OTHERS 2 BY WOOD BUCK • • ► BY OTHERS O • C INSTALLATION ANCHOR, *10 DIA. . • , WOOD ANCHORW /NEOPRENE 6 • SACK ED W THRUSCREW • . • SUPPORT CAULK BETWEEN BUCK AND OPENING BY OTHERS AJ UPDATED PER NEW FBC REQUIREMENTS 1 07/07/08 . 1' f' 6,A•060 • *9 1 . TALLATION DETAIL THRU FRAME - b * . I CT r �� r 7 IAWN BY: TE • OMI* "GE DISK) • • • • • : . n . E • - " • ` �� . %; PVC SINGLE HUNL� • ADE 7 / 7 • • • • • • • • • •RcORE RItYAND COWIREN1B& ° �n i . w �' • : I F " '' ' 6.'.'°.i14�1: S CALE ND.: • • • • � IF' OW�TON�ADu E �ae� e; 8 1 00 NTS CWS f55 • • :. • Tara�ro++nONBV�s wO 5 ' ., FL gyp: k o ;N . RESTRFION Or - 4 r Y '- �CI,. { .... • • • • •• >. ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • , � • • SHEATHING BY OTHERS EXTERIOR FINISH -- BY OTHERS CAULK BEHIND FIN BY INSTALLER WINDOW WRAP SY INSTALLER PERIMETER CAULK BY INSTALLER WINDOW FRAME HEAD WINDOW FRAME SILL CAULK BEHIND FIN BY INSTALLER PERIMETER CAULK SY INSTALLER WINDOW WRAP BY INSTALLER EXTERIOR FINISH BY OTHERS SHEATHING BY OTHERS ® VERTICAL SECTION FIN (WOOD) 11 /Z OWN EMBEDMENT) • � al • ' �a '... IiiiiWA41 —sue" e 1^. Milt I 1 2 BY WOOD SUCK BY OTHERS INSTALLATION ANCHOR, !S WOOD SCREW 114" MAX SHIM (BEE NOTE2 & 30N SHT.2) 114 MAX SHIM (SEE NOTE 2 & 3 ON 8HT. 2) 2 BY WOOD BUCK BY OTHERS • • •• • T D t • • • • • • • • • • ••__ ••• •• • • • •• 7 (I.1IN EMBEDMENT) • ••• • ••• • • • • • • • • • • • •rthINFORMn • • • • eWR pyy�Y� SON OF • • •• • • • • • • • • • • • • • • • •• • • • • • • • • • •• • • ••• • • • • • • • • • • • • • • • • • • • • •• • • • SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS 2 BY W000 BUCK BY OTHERS INSTALLATION ANCHOR 18 WOOD SCREW LIT OIN EMBEDMENT) CAULK BEHIND FIN BY INSTALLER µ '• .�. rmmwJrFtoENtnL a'• M NO IS THE SOLE PROPERTY MIN PART OR AS MNTH01JT� SYSTEMS, S O.1S PRO} VED. . r 1' 4' UPDATED PER NEW FBC REQUIREMENTS [ 07107108 •;• 5 • 18100 HORIZONTAL SECTION FIN (WOOD) PERIMETER CAULK BY INSTALLER t , 1 .. L41•GB COI !$ P.E..t 2514 .Fl• 6. r.. 114• MAX SHIM (SEE NOTE 2 & 30N SHT. 2) WINDOW WRAP BY INSTALLER WINDOW FRAME JAMB 900 SW 44TH AVE. CALA, FLORIDA 34474 o" CWS•155 OF Florida Building Code Online a BCIS Home 1 Log In 1 User Registration Hot Topics j Submit Surcharge ; Stets & Facts 1 Publications FBC Staff I BCIS Site Map 1 Links l Search Product Approval USER: Public User Product Approval Menu• > product or Aoolication Search > ARpiicatio > Appli Detail FL # FL9520 -R2 Application Type i; Revision Code Version 2007 Application Status \ Approved ,r Comments Archived Product Manufacturer Address /Phone /Email 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 Address /Phone /Email Category Subcategory Compliance Method Referenced Standard and Year (of Standard) 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre @cws.cc Quality Assurance Representative Ralph Emminger ## 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368 -6922 Ext 208 R/scc a Windows Mullions • • • • • •• • • •• • • • Florida Engineer or Architect Name who Roberto Lomas developed the Evaluation Report Florida License PE -62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2010 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received •••• • • •••• Certificate of Independence FL9520 R2 COI 510190B (Impact 3 in Mull Evai).pdf • •• • • • • • •• •••• • • • • •• •• •••• Standard Year AAMA 450 -06 2006 ASTM E1300 -02 2002 ASTM E1886 -02 2002 Page 1 of 3 • • ••• • • • • • •• • • • • http : / /www.flnridabuilding.org/pr /pr app_ dtl. aspx? param =wGEVXQwtDgvIIivmuJRWcZ1... 6/9/2009 • • • • Llat 9n' Report from a Florida R fft Architect dr a Licensed • • Florida Professional Engineer • • • • •, Evaluation Report - Hardcopy Fr ceiv d • • •• • ••••••••• Summary of Products FL # Model, Number or Name Description 9520.1 3" Alum. Tube Mullion 3" Alum: Tube Mullion, Horizontal & Vertical, An & 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. - T Installation Instructions FL9520 R2 II CWS 150A (Impact 3 in MuII).odf FL9520 R2 II DuPont PVB NOA 05 -1208 02.pdf FL9520 R2 II Mikron NOA 06 -1220. 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL9520 R2 AE 510190B (Impact 3 in Mull Eval).odf Created by Independent Third Party: Yes 9520.2 �'� 4" Alum. Tube Mullion 4" 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. 74 1/8" Horiz. span, Max. 76" Vertical Span. Installation Instructions FL9520 R2 II CWS (Impact 4 In Mull).pdf FL9520 R2 II DuPont PVB NOA 05 1 e • d2,odf FL9520 R2 II Mikron !WA 06 -1220 0pdf• • • 1 Verified By: Roberto Lorflv • ••• Created by Independent Third Party: Ye•S. . • 41 • • Evaluation Reports • FL9520 R2 AE 5101948 flonteltitt 4 In Mull Eval).pdf Created by Independent WO oparty: Y. • • • 9520.3 5 1/2" Alum. Tube Mullion 5 1/2" Alum. Tube Mullio Pzontal &Itertltal, Fin & • • Flange applications. (IMPpGL). • • •••• • • • 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. Oil Installation Instructiora►s • • • • FL9520 R2 II CWS- 194,(k9g4,ct 5 in Mulil pdf FL9520 R2 II DuPont 1:4B ROA 05 -1708 07 ., FL9520 R2 II DuPont StP NOA 07 -1 1fso4.pdf • FL9520 R2 II Mikron NFA 10 -1.220 01.odf • • Verified By: Roberto Lomas 6253.4 •••• • • Created by Independent Third Party: Ye! . • • • Evaluation Reports FL9520 R2 AE 5101978 (Impact 5 In Mull Eval).pdf Created by Independent Third Party: Yes . Florida Building Code Online Page 2 of 3 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 Back I Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 ® 2000 -2005 The State of Florida. All rights reserved. Coovrioht and Disclaimer Product Approval Accepts: DCA Adm Next http : / /www.floridabuilding.org/pr /pr app_dtl.aspx? param= wGEVXQwtDgvIHvmuJRWcZ1... 6/9/2009 ••• • • • •• • ••• • • • •• • • • •••• • •• • . Florida Building Code Online Page 3 of 3 • • •••• • • •• • • • • •• • • • • • • • • . •• • • .. • • • • • •• • .••• •• http : / /www.floridabuilding.org /pr /pr app_dtl.aspx? param= wGEVXQwtDgvIHvmuJRWcZ1... 6/9/2009 L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Lewisville, NC 27012 336- 945 -9695 Manufacturer: Product Line: 4° Mull Bar 1 of 1 Custom Window Systems 1900 S.W. 44 Avenue Ocala, FL 34474 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 98- 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 H -1604. Supporting Technical Documentation: 1. Approval document drawing number CWS -146, Revision A, titled 4' Mull Bar — PVC Mull Bar, prepared, signed and sealed by Luis Roberto Lomas P.E 2. Test reports No.: NCTL 210- 3424 -1, -1A, -2, -2A, -3, -3A. -4, -4A, NCTL 210 - 3426 -1, -1A, -2, -2A, -3, -3A, - 4, -4A, signed and sealed by Gerard J. Ferrara Q.E. National Certified Testing Laboratories, Orlando FL • Configurations tested: Vertical and horizontal mulled units; fin and flange installation. • Standards used for testing and results: o AAMA!WDMNCSA 101/1.S.2/A440 -05, AAMA 450 -08, ASTM E1886 -02 and ASTM E1998 -02, TAS 201, TAS 202 and TAS 203 o Mullions were impacted with #2 Southem Yellow Pine 2x4, length 92" and 9.251bs at 50 ft/sec. o Design pressure: t67.5psf o Water penetration resistance: 10.125psf o Cyclic Load Test f67.5psf 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: 1-67.5psf • Maximum horizontal mullion span: 74 1/8" • 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 maximeNfdrtl?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 dtbA$ regions s • • Design pressure of mulled units shall be controlled by the lesser design pressure oftite LBsembly "" • components; the mullion or individual window units. installation: • • • Mullion must be installed in strict accordance with installation instructions document CWS- 148,•Reviaion 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 manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial i entity involved in the approval process of the listed product(s). fri,any other • f.i ;.ye 7r MAIL OVERALL HEIGHT VERTICAL MULLION FOR PVC WINDOW$ TABLE XfXONTENT$ GENERAL NOTES I ELEVAITONS...........1 DESIGN PRESSURE CHARTS- ........3 EXTRUSIONS MULL BAR SECTION VIEWS »».«... «__....5 INSTALLATION 4" MULL BAR ELEVATIONS SHOWN W /DIFFERENT OPTIONS •• •• • • • • • • •• • • • • ••• • • • • • • • • • • • •• • • • •• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • • •• • • • ••• fI ERT. MULLION • • • • - ----g- • • • • • • • • • • • E 06. W PER ION OF • • • • • • •• • • f�rr OO!•SC111AI. , a°.:1* IN PARTCR AS It SYSTEMS. INC. IB MULL BAR INSTALLATION RR,QUIREMEN J; 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. INCLUDING 1142 HVHL 2. CONFIGURATIONS SHOWN: 1. VERTICAL 2. HORIZONTAL! VERTICAL 4. ALI. MULLION EXTRUSIONS ARE 8063 43 ALUMINUM. 5. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK AND FRAMING 1S RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 0. CONTRACTOR N RESPONS78LE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. 7. RESPONSIBILTY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, B UILDING CODES. ORDINANCES OR OTHER SAFTEY REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT, ENGINEER OF RECORD, BUILDING OWNER OR CONTRACTOR. B. APPROVED IMPACT PROTECTNE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN AREAS WHERE WIND BORNE DEBRIS PROTECTION 13 REQUIRED. 9. REFERENCE TEST REPORTS: NCTL 210. 3424 -1, NCTL 21034241 A, NCTL 210 - 34242, NCTL 210-34242A, NC11 210- 34249, NCTL 210.9424-34, NCTL 2103424-4, NCTL 2104424-4A NCTL 210. 342.1. NCTL 2109428 -1A, MOIL 2103420-2, NCTL 210 - 3428 -2A, NCTL 2103428.3, NCTL 210.34283A, NCTi. 210 - 3428.4, NCTL 210- 34264A 10. DESIGN PRESSURES AND INSTALLATION DETALS 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 ANCHOR SCHEDULE. (SHEET 2 & 3) ANCHOR 12. DESIGN PRESSURE OF MULLED UNITS SHALL. BE CONTROLLED BY THE LESSER DESIGN PRESSURE SUP OF THE MULLION OR THE INDIVIDUAL WINDOW UNIT. 43. SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY CUSTOM WINDOW SYSTEMS, INC. AND MUST BE MADE OUT OF VINYL PVC. 14. HORIZONTAL MULLION S HALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. VERT1CA.1 U ON IS USED TO MULL TOP AND BOTTOM UNITS TOGETHER ANTOG TO THE HORIZONTAL MULLION. 1S.VERITCAL MILLED LOOTS MAY SE MULLED NDEFE4TTELY AS LONG AS THE SINGLE UNIT WIDTH MW HEIGHT ARE NOT EXCEEDED, AND IIULUONS ARE ANCHORED AS SHOWN HERE N. 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 1NSTAUATION INSTRUCTION, WHICH EVER REQUIRES MORE ANCHORS. 2, IN CONCRETE CONSTRUCTION ATTACH MULLION TO SUBSTRATE WITH 3/18` DUI RW TAPCON OF SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE. 1 IN WOOD CONSTRUCTION ATTACH MULLION TO SUBSTRATE WITH 910 WOOD SCREW WITH A 410 WASHER OF SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. 1900 W 44TH AVE. OCALA,FLQRIDA 4474 TITLE' ANCHORSHCEDULE7NOTES•4 MULL'9AR Ut ii: PVC MULL BAR " rat •Y: A J UPDATED PER NEW FBC REQUIREMENTS 1O7/07/8 4. AT MULLION LOCATION, ATTACH WINDOW UNIT THRU FRAME USING 410 x 1 HEX WASHER HEAD TEX SCREW {ITEM 92). S. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. S. FOR INSTAUATION OF WINDOW UNITS, SEE THE APPROPFUATE.MPPFIOWS0 IMST &UNGION INSTOUCTIiNL • Fj * 7!/I�• • • • • • • • 7. SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THATJ HE I A. " ER�8�81f�5TL/�f1 a M TJONB. AND ANCHORS 8. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON T� • VSITH THE FOLLOWING PRO A. WOOD • MINIMUM SPECIFIC GRAVITY OF 0+0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI C. MASONRY . STRENGTH CONFORMANCE TO ASTM C40,pRAD .TYPE 1 (QR WRIER) • • +f • • • • • • • • • • �4 • • • • • • • PROPISEMY Al= O • • • • • OrSEOVCOMIATEN l!ONTAESSi ••SSRAWNGIS THE SOLE PROIISRTY No • • • • QpI SSWIYSEYS, NO. ANy1 RTlON IN PART OR ASA WH eW • • 'P•1IMSF RISSS10N *TOI SI DDW SYSTE ONO. IS PA�817p& tS x t ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • 1w 0 .3 r� 0 eq� ••• • • • • • • • • • •• • ••• • • • • •• • • • ••• • • • • • • • • • • • • • •• • 4" HORIZONTAL MJLLDN 1.1804 WffH S-1522 CUP, IMPACT (DESIGN PRESSIHE CAPAaTY CHART, PSF) , • . WLM} W) (M U T 1HE3C3HT(H1) (N) TRANSO*v IQ) 35 47 55 59 63 71 741/8 CLPTO JAM (2)B or (2)B (2)13 or (2)B (2)B or (2)B (2)B or (2)B (2)B or (2)B (2)B or (2)8 (2)8 or (2)8 23 1/2 26 5/8 397.5 /87.5 167.5 167.5 387.5 387.5 387.5 _ 1/2 26 5/8 167.5 ±67.5 ±67.5 367.5 /67.5 167.5 367.5 35 1/2 351/2 367.5 167.5 367.5 1675 ±87.5 367.5 367.5 411/2 37 1/18 367.5 167.5 167.5 ±67.5 *67.5 367.5 167.5 471/2 37 1/18 367.5 167.5 ±67.5 167.5 167.5 167.5 167.5 531/2 37 1116 397.5 367.5 ±67.5 167.5 367.5 367.5 667.5 591/2 37 1/16 167.5 /67.5 ±87.5 *67.5 167.5 167.5 ±67.5 65 1/2 37 1/16 367.5 ±67.5 ±67.5 167.5 ±67.5 ±67.5 367.5 71 1/2 37 1/16 167.5 ' 167.5 ±87.5 167.5 ±67.5 367.5 ±67.5 72 37 1/16 367.5 ±67.5 367,5 367.5 167.5 367.6 167.5 76 37 1/16 /67.5 187.5 367.5 3675 ±87.5 167.5 167.5 4" V ERTDAL NULLDN H-1604 WITH 8-1522 CLIP, IMPACT (DE'M PRESSURE CAPACITY CHART, PSF) SMILE LINT 01- ,'r • 'a;, � IJtBT -� (H) (I) 171/2 231/2 271/2 291/2 _ 31 1/2 -- 1/2 : 391 41 1/2 431/2 47 /2 531/8 231/2 167.5 167.5 367.5 167.5 367.5 367.5 367.5 167.5 367.5 187.5 167.5 291/2 397.5 367.5 187.5 167.5 367.5 367.5 367.5 ±67.5 367.5 167.5 367.5 351/2 167.5 367.5 167.5 167.5 387.5 167.5. 167.5 ±67.5 167.5 1:67.5 167.5 41 1/2 187.5 167.5 187.5 367.5 367.5 1677.5 *67.5 167.5 167.5 167.5 167.5 47 . /2 367.5 197.5 187.5 167.5 387.5 ±67.5 iZ5 387.5 167.5 /67.5 *67.5 � 53 _ X75 387.5 X75 367.5 3675 5 �C 167 a >) 387.5 X75 1$7 8 367.5 /2 ±87.5 387.5 367 5 ±67.5 387 5 3875 187 5 /87.5 387 5 367.5 187.5 651/2 187.5 ±67.5 ±575 ±67.5 167.5 167.5 167.5 167.5 187.5 167.5 387.5 711/2 ±67.5 ±67.5 1675 167.5 167.5 ±67.5 167. 387.5 367.5 167.5 167.5 76 367.5 387.5 167.5 187.5 1137.5 167.5 367.5 *67.5 367.5 1675 167.5 •• ••• • • • • • •• - A UPDATED PER NEW FBC REQU$l 1TS 107/01/0/3' • : • • %,.., n '? •, • • • • • • • • • • • • • • • • • +. r • • • • • • • •• • BOU� 4 • • • • • t1a+ aa�r oRwNCtire me oowm n�eaoLe .., •; , • Y!lLOM BYSIB6, NCI8 - t � , , ift ; 4' , • - . n •, . • , /L • ., ` , a • e ' s c ` $'' • • ' '. FL. Rte. RCIrB K . •:.. • SW 44TH AVE. , FLORIDA 34474 • DESIGN PRESSURE CMANTB • V MUU. BSA - > -v i - ; .. PVC MULL BAR �� ..- �': �� 1M1�" i' IB . ... ••• • • • • • • • • • •• • ••• • • • • •• • • • ••• • • • • • • • • • • • • • •• • STEM NO, PART NO. 2 3 4 6 7 8 9 4314 H -1604 P -3767 S -1522 S -1606 8-1572 S -1571 4 lir DESCRIPTION MULL, 1 316° x 4" PVC SPECIFIC *10 x 1° HEX WASHER HEAD TEK *10 x 1 1/2 ", PANHEAD PHILIPS ZINC *10 FLAT WASHER RETRO FIT MULL ANCHOR CLIP HORIZONTAL ANCHOR JPVC SPECIFIC) CAULK DRIP ADAPTER FLANGE ADAPTER 4718° EMIL I stir • •, '- ¢ 311r 2 7/18 118 - _i RETRO CLIP(4 ") S -1 52 2 : • ALUMINUM 606346 (FIN) • ••• • • • • • ••• 2 3/18 • • •• • ••• • • • • • • • • • • • • • • • • • • • • • •• • • HOW. ANCHOR 5-1606 ALUMINUM 6063 -T6 • • • • • • • a7'r iaiir laorno CLIP 4" 8 -1522 • • • • ALUMINUM 6063 -T6 *e r, (FLANGE) �. • r n+m " DRAWING S 1 2118 DRIP ADAPTER S -1572 ALUMINUM 6063 -T6 w FLANG ADAPTER S -1571 ALUMINUM 6063 - T6 4" MULLBAR H - 1504 ALUMINUM 6063 -T6 A I UPDATED PER NEW FBC REQUIREMENTS 10710748 1800 SW 44TH AVE. OCAL6 FLORIDA 34474 Trfle: EXTRUSIONS a881OFMATERW$- 4MULIBAR MODEL: • PVC MULL BAR H pY: AM «1 4/1314008 TS 1 El. NA- CW&148 40F ••• • • • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • •• •• • • UPDATED PER NEW FBC REQUIREMENTS .r • A 'ti e P-J L . r • FL. r.Yb7R7 :.$ECTIOM VIEWS -4' MLLLBAR SW 44TH AVE. FLORIDA 34474 07/07/08 4113/2008 CWS -148 S OF7 CAULK STOW P.G. PRIOR TO ATTACHING TO MULLION A( �tgR¢GNT9L M ! BA 6 TION WINDOW FRAME WINDOW FRAME • NOTE: • • • • 1. INSTALL HQRI7 /VERT ANCHOR PRIOR TOATTACHING VERTICAL MU L BAR. • • • •• • • • • • •• • • • • • •• • • • • • .• • • • • • • • • • • •• ••• • • • • • •• ••• • • • • • • • WINDOW FRAME ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • • •• •• ••• • • • ••• • • CAULK BEHIND FLG PRIOR TO ATTACHING TO MULWON TW W OIR 1M • M • • ••• • • •- • • • • • • • • • • • • • • • • • • •Yfl6TM4 MM0 00NM1p6FML � • r. •T SINRIFATIONC CONTAINED IMPAIR AMR ROLE PROaEP�1D WARREN rEp oN $P =9Fd�1 e s E ®. OR IS w rnOFOlTflg y • • Owl? • WINDOW FRAME . INTERSECTS CAULK BETWEEN FRAME AND OPENING BY OTHERS GO RS BY BY EXTEMOR OTHERS PERIMETER CA M INSTALLER K RETRO FIT MULI. BAR CUP (SEE NOTE 2) 4 MULL BAR RETRO MULL BAR CUP CON RETEIMASONRY BY OTHERS RETRO FIT CUP (WSON .$) VEBTICAL MULL TTRO CUP (MASONRY) N MN EDGE DIST) (MIN. EMBEDMENT) 1 BY WOOD BUCK BY OTHERS INTERIOR BY SMSN INSTALLATION ANCHOR, NW DIA. WITHWASHM * ANCHOR DIST. 4' VERTICAL MULL BAR 11111111111i 4 i1r1�i � BY INSTALLER i uii i MERIDA 'grim r r BYOTHEIS � Mott TO MAKE SHIM AS REM FOR MULL BAR INSTALLATION ANCHOR 9/IB' D)A MASONRY ANCHOR. WITH WASHER (4M) SILL STOOL BY OTHERS (SEE NOTE BY OTHERS CONCRETEMABONRY EXTERIOR FINISH BY OTHERS BYOTHERB • • ••• • • • • • s.• • LILO ( • • E;• • • ••• • ,1. • MUST E FLUSH AGAINST INSIDE • �I4TERIE> AINISH• 4F E �1 N AFTER INSTAUATION 25tB• SvOTHERS 2. RECESS RETRO F1T CUP 1I4 FOR CLEARANCE (MIN EDGE DIET) WHEN INSTALLING WINDOW UNITS • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • • • • • • • • • • •• •• ••• • • 1 1/4 (MIN EMBEDMENT) INTERIOR FINISH CAULK BETWEEN FRAME AND OPENING BY OTHERS • 44 . 4 •.4 4 T BY WOOD BUCK d •' BY OTHERS 4 4 /Fl HORIZ MU1L JAMB SECTWN t¢/ RETR FIT CUP (BONRY) CONCRETEthA$QNRY BY OTHERS • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • 4" HOME. MULL BAR PERIMETER CAULK BY INSTALLER 4' HOFSZ RETRO FIT Mtn BAR BAR CUP (SEE NOTE 2) BY RIMETER CAULK BY INSTALLER EXTERIOR RNIEM BY OTHERS RETRO FIT MULL BAR CUP e Py • t ti 0 A . •IM D • AND CONIDEA AL THE BOLE WANT CR ASAWH01.E avows, M. 12 PR24BITED.4; • ' • •v a ' N AL iVanEC a __ L PERIMETER CAULK BY INSTALLER A l ter FL. P.E. 62814 • . M OAR INSTALLATION ANCHOR, 9/18' DIA. MASONRY ANCHOR, WITH WASHER (414 MN - ▪ EMBEDMENT) a. (MIN EDGE DIST) + • • • A CAULK BETWEEN • FRAME AND OPENING • ••BYOTHERS •.4• ormEas CONCRETEIMASONRY LGI_HORLL. MLR.I. JAMB BECWEN T ) \e A 4 2 O HEORB aux EXTERIOR BYOO FINISH • UPDATED PER NEW FBC REQUIREMENTS 110PP 44TH AVE. y •{ ; . , e a , • FLORIDA 34474 • ' RETRO FIT CUP/MASONRY INSTALLATION • 4* MULL BAR MOW , '`°' PVC MULL BAR --- 1ItA . 7A[E: 4I1 3I2008 REV LETTER: A WET: 8 OF 7 T INTERIOR FINISH BY OTHERS 07!07/1$ No..OWS•148 WINDOW WRAP BY OTHERS By OTHERS FINISH PERIMETER CAULK BY IIcsTALLER vERTICAL MULL BAR CAULK BEHIND FIN BY OTHERS RETRO FIT MULL BAR CUP WINDOW WRAP OTHERS BY PERIM � CAULK BEHIND FIN BY OTHERS EXTERIOR FINISH BY OTHERS SHEATHING BY OTHERS 00 11 (D NFRAME ( C WOOD) 2 BY WOOD BUCK BY OTHERS int (MIN. EMBEDMENT) MULL BAR INSTALLATION ANCHOR, WITHH WOOD AH ANCHOR, 1 B YO HE K SHEATHING BY OTHER EXTERIoR BY OTHE R 0 (MIN• EMBE • pa • • CAULK BEHIND FIN BY OTHERS WINDOW WRAP BY OTHERSS I ■.ice 1, 7 ,L _ MN. ereertn a OTHER dAUBK • •• • •N j• O© BY OTHER 1, RECESS REDO FIT CLIP 1/4' SO MULL BAR WILL BE MUSH AGAINST WOOD BUCK AT • • • • • • • • • AND•HEAD•• VERi1CAI�1IA• RRl Sy� .K • N • • • • • • • RETRO CUPIFB1 FEMME (WOOD) • •• • • • - -- - -- d • • • • • • • T�N • • 0 o• 1.4 SHEATHING BY OTHERS MULL • FIT UP WSTALLATION ANCHOR. BHO WOOD ANCHOR, WITH WASHER (4X) PERIMETER CAULK 8Y INSTALLER INSTALLATION ANcHOR. (n0 WOOD ANCHOR, WITH WASHER (4X) /TRHORIL MILL JAMB SECTION l7� RETRO OLIPAIN FRAME (WOOD) • RETRO FIT MALL BAR CUP MULL BAR 1. . A J UPDATED PER NEW FBC REQUIREMENTS 1007/00 44TH AVE. ,c r. �= .• ' t 34474 e ' CLIPA pI WOOD INSTALLATION 4' MULI. BAR . 14 :).MULL BAR • AA,) m: 4/73/2008 ArCQBL 4CWS•148 L. A r. 7OF7 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• (if BUS Home 1 Log In 1 User Registration 1 Hot Topics 1 Submit Surcharge 1 Stets & Facts 1 Publications Product Approval USER: Public User Product Approval Mentz > Product or Anolication Search > Annlication List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone / Email Category Subcategory Compliance Method 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) FL7067 -R3 Revision 2007 Approved Custom Window Systems, Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre @cws.cc Michael LaFevre mlafevre @cws.cc Michael LaFevre ## 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre @cws.cc Raiph Emminger ## 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368-6922 Ext 208 Ralph @cws.cc • • • • • •• • •.•••• • ••••• •••• • • •••• 000000 • • . •• 1••••• Windows \Horizontal Slider i5 a...., � .+' • • Evaluation Report from a Florida Registered • Florida Professional Engineer • •.' • Iv Evaluation Report - Hardcopy Received Roberto Lomas PE -62514 Keystone Certifications, Inc. 12/31/2010 Steven M. Urich, PE Validation Checklist - Hardcopy Received Standard AAMA /101/I.S.2 -97 AAMA /W D M A/ 101 /I. S. 2/A440 -05 FBC Staff 1 BCIS Site Map 1 Unks 1 Search 1 ••• • • • •••. • ••• • • • •• • • •• • • • • • •• •••• • • •••• • FL7067 R3 COI 510485A (Eval Rep HS -8200 Impact XO 74x54).pdf Year 1997 2005 •••••• • • • •••••1 • • .••••• • • ••••• • • 1111• 1.111• httn• / /www.f nririahuilrlina.nrg/nr /nr ann dtl. asnx ?uaram= wGEVXOwtDavmivMZSa39J... 6/29/2009 • •• •• •••• • ••.• • • Architect or a Licensed • • • • •••• • • • • •••• s ma y of Products FL # M Model, Number or Name D Description la 7067.1 H HS -8200 Vinyl Horizontal Slider H .. i Limitsdf Use I . . FL7067 R3 II DuPont PVB NOA 05 -1208 02.p t ■ FL7067 R3 II Mlkron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 )(O 74x54).odf Created by Independent Third Party: Yes j 7067.2 H HS -8200 Vinyl Horizontal Slider 1 115 -8200 Vinyl Horizontal Slider, Impact 2.1 i" x 63 ", 1 XOX • • r _ _ 1 1,600. • FL7067 R3 II DuPont 05 -1x98 Ot.pdf ' "1 V,S. Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved ASTM E1886 -02 2002 ASTM E1996 -02 2002 PA/TAS 201/202/203 1994 12/19/2008 12/29/2008 01/08/2009 02/03/2009 Back I Next I pCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 • • • httn : / /www.floridahuildina.ora/nr /nr ann dtl. aspx ?param= wGEVXQwtDgvmivMZSg39J... 6/29/2009 • •• • •. • • • •• ••• • •• ••• • ••• • CD 2000 -2005 The State of Florida. All rights reserved. Coovrloht and Disclaimer Product Approval Accepts: Vnr® saenr ad n 98NIP9 Ie�hetl. i .BobI, , :APPd AW1.. • • • • • •• • •••••• • •••••• ••• • • • •••• • ••• • • • •• • • •••• •• • • • • • • •••• • •• •••••• • • •• •• •••••• • • • • • • • • • • •• • •••• • • •••• • • • • •••••• 00000 • • • •••••• • • 00000 • • 000 • • •••••• liftn. / /www flnricinhnilclinv.nrg/nr /nr ann dtl. asnx ?naram= wGEVXOwtDavmivMZSQ39J... 6/29/2009 • •• 000000 • • 000000 •••• • • • • L. Roberto Lomas P.E. 1432 Woodford Rd. Clemmons, NC 27012 336 -945 -9695 Manufacturer: Custom Window Systems 1300 9.W. 44 Avenue Ocala, FL 34474 Product Line: 8200 PVC Horizontal Slider — Impact resistant Installation: • Units must be installed in accordance with approval document, CWS -157 Revision A. Engineering Evaluation Report Report No.: 610485A Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9 5-72.070 method 1(d). The product listed herein complies with the 2007 Florida Building Code. Product description: Horizontal Slider, impact resistant made of white rigid PVC. Frame and active sash were of welded mitered corner construction. Supporting Technical Documentation: 1. Approval document: drawing number CWS -157 Revision A, dated 06/10/2008 sheet 1 of 8, titled 8200 PVC Horizontal Slider, prepared, signed and sealed by L. Roberto Lomas P.E. 2. Test reports: a) Report No.: NCTL 210- 3167 -1, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, ±67.5 psf design pressure, 7.75 psf water inflitration TAS 203 -94 Cyclic Pressure Loading ±60.0 psf design pressure • b) Report No.: NCTL 210 - 3167 -1B, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories ASTM E 1886 -02 and ASTM E1996 -02 ASTM E 1886/E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 1886 /E 1996 Cyclic Load Test, ±60.0 psf design pressure AAMA/NWWDA 101/I.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 kort7as P.E., .. * • •• • • • • • •a • •••••• Limitations and Conditions of use: ` ' • • • • • • •••• •• • •••••• • • • Maximum design pressure: ±60 psf • •••• . • • • .... • Maximum unit size: 74" x 54° •••• • • • • • • • • Maximum D.L.O.: 333/16 "x4913/18° •••••• r •••• • •••••• • Units must be glazed with 3 A" IGU consisting of. outboard Ilte 1 /8° Ann — Air —5/16" IaminaledDinboard QV' • consisting of; 1/8" Ann —.090" Dupont Butacite PVB interlayer— 1/8" Ann., per ASTM 643• • • • GOE • • • 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 bome d2t tri're4ions. •••••• • Frame material to be white rigid PVC per NOA 06- 1220.01 •••• Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't bap nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s)r; • ' "• �• � . .. rte.. �� 6 \ \1SS. L/ 0 4 'ii R `J . y q i ce , • 1 of 1 tl �m .. r ,f 07/15/2008 t FL N omas, P.E. ��i %\ \ �� " °'9`�' 07/15/2008 HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMPACT) 55 /4" MAX OVERALL FLANGE HEIGHT AA za, . 1. .. hs _, „_. „.. !j , Ak Wilf 54: MAX UNIT HEIGHT TABLE OF CONTENTS 1 'GENERAL NOTES 8 ELEVATIONS ._.....__1 ANCHOR SCHEDULE AND NOTES.............2 DESIGN PRESSURES & GIAZING_.._....._.3 SECTIONS & ALT. EXTRUSIONS & BILL OF MATERIALS- ......_.5 INSTALLATION 751/4 - MAX OVERALL FLANGE WIDTH 24= MAX. UNIT WIDTH .TR — MAX. SASH WIDTH Sa ASS1 (3 DLQ• "O/X" & "X/O" MAX. SIZE • ••• • t • •• • • • • • • • • • • • • • • • • • • • • • •• ••• • . • • • • • • • •• •c • •••'• • • • • • • • • • • • • •• •• • ••• • • • • • • •• • • • • • •• 47_1!4. GLASS DLO • • • • • •• • • • •• • • • •• PR ARY AGDOWO`.1 FlIRAL THE INFORMATION CONTAWEI) N TI-OS DRAWING IS THE SOLE PROPERTYCP 1 WINDOW SYSTEMS, NC. ANY REPRODUCTION N PART OR AS A WHOLE wk.roU'P1t1F. WRITTEN PERMSSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROFITED, • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • pvr IMPACTREOIJIREMENT 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: '0/X' OR "X/O" 4. DESIGN PRESSURE RATINGS [SEE SHEETS 3) - NEGATIVE DESIGN LOADS BASED ON. TESTED PRESSURE AND GLASS TABLES ASTM E 1300. - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM 51330. 5. 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 REOUIRED. 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'O/X','WO': NCTL -210. 3161 -1B, NCTL -210- 31€7 -1 9. SERIES! MODEL DESIGNATION HS-8200. 10. WOOD BUCK OR STUD FRAMING TO SE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 12. SECTION CALLOUTS FROM O/X ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. WINDOW SYSTEMS 1900 S.W. 44TH AVENUE C3/1LA. FLORIDA 34474 07/07/08 NERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT - PVC HORIZ SLIDE HA " BY'' HAT UAIt: 7/15/2008 NTS CV. LbI Ikit A UWG " CWS -157 ' 1OF8 y'71NCHOR LAYOUT • (FLANGE) NM FRAME a CUP (MASONRY OPENWER NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. 2. SHIM AS REO'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO SE 414'. USE SHIMS WHERE SPACE GREATER THAN I /16' IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BE I 1 tH. WOOD SHIMS ARE NOT ALLOWED. 4.3/76' DIM. ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 i /4' INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21/2" SHALL SE ACHIEVED. 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 318' INTO 2 BY WOOD BUCK. 6. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 112" INTO 2 BY WOOD BUCK FOR RN INSTALLATION 7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. • • ••• • • • • • • • • 8. AU. INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MAIFLR I .OP C 4Nt; • • • • • 9. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MtCFALltAER'S INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MeiVIAL Wf 1 THE FOLLOWING PROPERTIES: WOOD • B. CONCRETE SPECIFIC • RETE M MINIMUM COMPRESSIVE STRENGTH OF 3200 PSI. • • • • • • • • • • • • C. MASONRY - STRENGTH CONFORMANCE TO ASTM C -90. GRADE g, APE I :OR OREATBFl). • • • • • •• ••• ••• P .• • • • THE WFORMTIpN CONTAINED RJ nos DRAWING IS M THE SoLE PROPERTY OF CUSTOM WFIDOW SYSTEMS. W. ANY 8EP900UCT10N Ay PART OR AS A WHOLE WITHOUT THE WRITTEN PERLESSION OF CUSTOM WINDOW SYSTEMS. WC. tS PROHIDRED. ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • • ••• • • • • • • • • • •• •• • • N TM/HALING HOR LAYOUT -(FfN) FD (WOOD OPEAD81) tttl A UPDATED PER NEW FBC REQUIREMENTS INSTALLATION ANCHORS TYP. A DOW SYSTEMS .7'• :� . �•;'" L INDA 344 4 I61011 SCHEDULE � �� & NOTES- LARGE •µ , 1 i I SUDERq p • BAT dL.RbE�EpYdt' tt ut: NTS . _ 07/07/08 MISSILE IMPACT A It 7/15/2008 wL, CWS - 157 REEF"" 2 OF 8 COMMODJTY SIZES (TIP-T1P) LIGHT (W L,.. WIDTH (IN) GLASS TYPE 19 1/8 38 3/8 1 50 S/8 55 1/4 26 A. +60/ -60 +60/ -60 +60% -60 +60 /-60 281/2 A,B +60/ -60 +60/ -60 +60/ -60 +601 -60 37 A,B +60/ -60 +60/ -60 +60/ -60 +60/ -60 531 A,B +60/ -60 +60/ -60 +60/ -60 +60/ -6(1 7514 A,B +60/ -60 +60/ -60 (+60/ -616 +60/ -60 WIDTH (IN) GLASS TYPE 17 7/8 24 3/4 A,B I 27 1/2 29 1/2 MEM 35 1(2 39 1/2 41 1/2 43 1/2 47 1/2 51 1/2 74 A,B A,B A,B A,B A,B A,B A,B A,B A,B +60/ -60 +601 -60 +601 -60 +60/ -60 +60/ -60 +601-60 • • 291/2 +60/ -60 +60/ - 60 +60/ - 60 +601 - 60 +60/ -60 +60 / -60 +60/ -60 460/60 +60/ -60 +60/ -60 +601-60 3/4' OVERALL. 1/13' ANNEALED GLASS 5/16 AIR SPACE 5/1W LAMINATED 1/8' ANNEALED GLASS 3/32' DUPONTPVB NTERLAYER 1/6' ANYEALSDiTLASS • • • • • • • • • GLASS BITE GLASS TYPE A.•• ••• • • • • • • • • • •• • • ••• • • • +60/ -60 ••• • • MODULAR (UNITWZNDOW ST= 31 1/2 +60/ -60 +60/ - 60 +60/ -60 +60/ -60 +60/ -60 +601 -60 +60/ -60 +60/ -60 +60/ -60 +601 -60 • • • •• • • • • ••• • • • • • • • • • • • • • • • • • • ••• • • • • • 35 112 39 1/2 +60/ - 60 +60/ - 60 +601 - 60 +601 -60 +60/ -60 +60/ -60 +60/-60 +601 -60 +60/ -60 +60/ -60 • • • • • • • • • • • • •• • • • HEIGHT (IN) +60/ - 60 +60 / - 60 +60/ -60 +60/ -60 +601 -60 +60/ -60 +60/ -60 +60-60 +60/ -60 +60/ -60 +60/ -60 +601-60 +601-60 1/2 GLASS BITE 41 1/2 43 1/2 +60/ - 60 +60/ - 60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/-60 +601 -60 +60/ -60 +60 /-60 3/4' OVERALL 1/W TEMPERED GLASS 5116 AIR SPACE 5/16' LAMINATED VW ANNEALED GLASS 3132' DUPONT PVBINTERLAYER 116 • ANNEALED GLASS • +60/ -60 +60-60 +601 - 60 +60/ -60 +60/ -60 +60/ -60 +60-60 +60 /-60 +60/ -60 +60/ -60 +60 /-60 +60/-60 + +60 / s • • 3L11St7YgE B PROPRISTARYANDCCI&8M AI. THE DIFORUATICN CONTAINED N THL4 DRAWING 6 THE SOLE PPOPERIYOF C, JS16IP WINDOW SYSTEMS, WC. ANY REPRODUCTION IN PART OR AS A WHOLE WITH WT THE .. WRITTEN PERMBSSIDN OF CUSTOM WINDOW SYSTEMS, MC. 6 PROHIBITED- • ., 47 1/2 +60/ -60 +601 -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/-60 +60 / -60 +60/ -60 L FL P.E. 54 +60/ -60 ,I +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 NOTE IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. UPDATED PER NEW FBC REQUIREMENTS 07/07/08 111 : 10 CHART & GLAZING - LARGE MISSILE IMPACT stela �1 3 OF B WINDOW SYSTEMS • 1500 SIN 44TH AVENUE e e • • FLORIDA 34474 • 4J s sEq • • DETAIL C . . •• • • (F AO I MPACT HOOKS) • • • • • • •• • • c • • • • • • • • • • • • • PRo$Facture AND colovEIRIAL THE INFORMA10t4 CO■rAINED N THIS DRAWING IS THE SOLE PROPERTY OF peen t 1 WINDOW SYST/StAS. 210. ANY REPRODUCTION IN PART OR AS A WHOLE W ItROVT THE WRITTEN PERMISSION OF CUSTOM W NCOW SYSTEMS. WC. IS PROHISITF . I: IMPACT HOOK SPACING: 1) HEAD HOOKS: A) 8' FROM UNIT EDGE 70 EDGE OF HOOK. 8 A THIRD HOOK IS 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 FT11 F OF CATCH. 8 A THIRD CATCH IS CENTERED 11s1 SASH IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 61 3/4'. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 114 ". L RO18E1iT&L&A FL. p.g NO. 82.514 • OVERALL FLANGE WIDTH (B TYPICAL HORIZONTAL SECTION x4.1 IT LEFT` SHOWS AxEo UTE CUP AWAY. RIGHT SHOWS SASH CUT AWAY IMPACT HOOK SPACING: I) JAMB Er FROM UNIT EDGE TO EDGE OF HOOK. 8) A THIRD HOOK 19 CENTERED 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. 13) A THIRD CATCH IS CENTERED IN SASH IF UNIT HEIGHT IS GREATER THAN OR EOUAL TO 35 314`. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 1/4'. ••• • • • • • • • • • • • • • •• •• • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• • • ••• • • Item 8 Port 5 Description Mr SASH CORNER FRAME CORNER 3 CONSTRUCTiON CONSTR TION 1 4 Min Fr.. SH, /Rs., Pvc. Head 3 1/8' 2 3/16" —..^ 2 1-1-6031 Main FL SH. w/F12., PVC. 92 I I 3 H-6 H-6031 SR MaIn Fr, w All. C. L Jb. IN 1 , 1 Ear 41 I 4 H-603I Wain Fr., SH . /F19. PVC, R Jb. 5 H Weet. Rai, Fad. 1 S-14913 ROIL Fxd. MR. 211/16 3 9/16' CORNER WELD (ALL SIDES) CORNER WELD (ALL SIDES) 7 H-6027 Sash Ilea Rat PVC 1....---- 5 H-1497 RaIrd. Sash Wel. Rad ;..3.13t`l r". . PVC SASH MTG. RAIL-6027 ;,1 FRAME FLANGE-6031 9 14-6028 Sash Bottom Rad, PVC (S.S.R. tql IA 10 - 8-14136 %Wt. S.8.114.9.14. Hmiz. PVC . FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME - 11 4-43004 Sash Sblefrop1301. Rd PVC FRAME FIN-6026 12 5-1678 Ro8ar, trach. 13 S-6016 Oh. Bd., 3/4",Fxd.,1-britt. 14 3-6016 02z. Bd., 3/4",Fxd, Vert. — 1 utir 1 15/16* IS S-6016 GIL Bd., 314".Sash, Hat. , ril,Wirdki 16 8-8016 Oh. Ed..3/41Seth, Vert. -. 1 583" V L__ Li VW . _ . nos. 17 5-6013 San. Adapt. waste. PVC. Wiz. ' 4 1 1 7/16"....1 IS 3-6014 Scat. Adapt, PVC. Vat . 11 11 15/0= -----r.. eht (j■mi ur 20 5-1676 Frarre Catch, Jarrb, PVC. EIS ! SASH MTG. RAIL-1497 ALUM. REINF. 6063T6 .1.; ----=== 21 8-1556 Sash , VC, tried Catch P 1 3/10= PVC PVC FIXED MTG. RAIL-6001 PVC SASH TOP/13TM RAIL-6004 PVC SASH SIDE RAIL-6028 • 1 u S-1534 Anchor Cap 23 R3804 Rider. Tandem 24 P-3763 L t, ock hpac PVC 25 P-3784 Keeper, Impact, WC 26 P3215 Weep Cover w/ Pap SI 1 1/4" ( 27 P-3893 Reird. Plate. MAR 1 1/4" 3/18" --I 3/4' 28 P-3429 Wahl, 0.270 x .187 badt Plated Gray - 1678 SASH IMPACT ALUM. i. .1 .-- HOOK-1556 6063-T6 FIXED MTG. ALUM. ROLLER ALUM. TRACK 6063-T6 1 --- = PVC RAIL-1499 S.B.R./S.S.R. - 1498 1/2' REINF. 6063-T6 ALUM. REINF. 6063-T6 GLAZING READ-6016 r 1 Ur 1 29 P-3766 WI x 2.000 `Ffi PH sms 5-1112 Gtsdroa Bead 31 P-3768 613x 0.625 RI 1.145MS 32 P-4051W 88 5 1250 Fh FHTEK, WM. 33 P-3748W 16 5 0625 Mad P11154. WIS. 34 P-3010 Bub VIny144/16612 Base, .3501 1/16 1 5/16' sns• --Fi 1 Uri (ID PVC SCREEN CATCH - 6013 35 R3531 48 x 3/1V Screw , Freres Impact lbok 'r---- 36 P-3342 SeamSeder. 614-5904 PVC SCREEN SUPPORT - 6014 37 P-3752 Cap Rup. 1/2' Ebb . 1— 1 7 7/8' I---- MI Het Mst, TruSeat,'H' 2 1/2' --4- ANCHOR CLIP, P-3780 FRAME IMPACT HOOK-1577 mr---1 ALUM. 6063-T6 (HS HEAD) 39 R3438 lid Wet TruSeet "H' 40 P-3352 Set. Bk., 8.5 I/8' x 5/8" x r Lg. 4 t P.3738 HS-10100 Geld Cert. Label, hPRC Tab, impact ASTNE ALLAVIINUM 6063-T6 41 - Rust Ternporary Lbl. (INFRCen I-4-- i 43 R3613 OHS LW. (1030) 3" --m SCREVV SUPPOR - 3113 341 " • 44 Fixed vs --e 4 • llr -- a 1 5/16' 43 'a Mass, .. • la. s Sash V • • • • r • • • • • ei UPDATED PER NEW FEW REQUIREMENTS 07/07/08 46 P.32131 Spacer. DuraSed FIxed • 3/4" I MS" / .. . ..-• ' l..N.1 bEilt 1 1.6i4eRi • .. '.. 1. c - t:,` :: ..!,,'" ..!. - .:. WINDOW SYSTEMS 1900 S.W. 4411-1 AVENUE OCALA. FLORIDA 34474 47 P.32S1 Spacer, DuraSeal, Sash • . I • • 1 L ---- 1 43 R32I 8 _....____4 Screen Faure. Ibria. • • • • 49 P-3218 Screen Ram Vert 50 R3821 Screen Franc, Caner Key PA FRAME IMPACT HOOK- ALUM. 6063-T6 (HS J A4 etiN VW OF. iCkibit CLIP • • • • • • - . 51 P-35.91 Screen Chth 10 x 18 Fberplass 52 R3228 • . . • Screen Spans, .155 Da., Bac • a LARGE MISSLE IMPACT 53 P4029 Screen Pul Tab • • • • ........ . . • :NICVE:ITE4 to I NOT USED IN THIS PRODUCT1 • '' • - 7/1E12008 54 P.3033 Screen Sprite, SS • • : • • • • • • • • • ' ` • PROPRIETARY MO CONROE/MAL ■•:-. ....... THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY DIF7 w mow SYSTEMS. INC. AM' REPROOUCTiCN IN PART OR AS A WHOLEVIMICUT WINDIER PERMISSION OF CUSTOM WINDOW SYSTEMS. RC. IS PROHISFPED. 55 3-1577 • Frame Catch Head. WC, I-8 • • D. PILL: CWS 56 9 FHWI. S.B.R/S.S.R. Vert. • FL ez. NO. 62514 •t , , n.,.... n I : 5 OF 8 58 P SCMV SUPPOM PJC • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER WINDOW FRAME HEAD WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS CAULK BETWEEN BUCK AND OPENING BY OTHERS CONCRETE/MASONRY BY OTHERS DA D • p • • ►D • • „Jo • D D o, +�!!� � ■ va MAK SHIM (SEE NOTE 2 & 3 ON SHT. 2) s. • PP. . P • ••• P• • P•, A P P• • P P• s . •• ,A•;• °••• ° ((66\ VERTICAL SECTION LW CUP (MASONRY) INSTALLATION ANCHOR, 3tt6' WA. MASONRY ANCHOR. INSTALLATION ANCHOR, 3/ir DIA. MASONRY ANCHOR 2 12• • • ••• 1. . .TI • • • • • • • • • • • • • • • �ONC = . EAlASI1NR: • • • • • • • Tkta t�- • • ••• • • • • •• • • • • • •• • • 1 114' (MIN. EMBEDMENT] 2 1/2 (MIL EDGE DIST.) 11L41 (MIN. EMBEDMENT) 2 1t2' (MIN. EDGE DIST.) 1K• MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) 1 BY WOOD BUCK BY OTHERS • ANCHOR CUP ANCHOR CUP tBiN! 2B • •• • •• • 41 7/N • • • • (MLNEIBEDMENT)• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • ' 4 4 • CONCRETE/ a a BY OTHERS •n a° • • r0. • ° • o • Op EXTERIOR FINISH BYOTHERS HORIZONTAL SECTION CUP (MASONRY) WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS 114• MAX. SHIM (SEE NOTE 2 6 3 ON SHT. 2) ANCHOR CLIP INSTALLATION ANCI K)f 317" DIA. MASONRY ANCHOR. —1 BY WOOD BUCK BY OTHERS PERII.IETER CAUU( BY INSTALLER CONCRETEIMASONRY —' BY OTHERS ••• • PROPRIETARY M81 CONFIDENTIAL WINDOW FRAME JAMB ••• - • D. i D • • D- s D.s Sob.. t) D p • D DD D •D Ds•$4., s D.s .••• • ••P y D D D 4. • D . •P _ • D. ® ALTERNATE PRECAST SILL DETAIL CLIP (MASONRY) THE INFORMATION CONTAINED W MS DRAWING IS THE SOLE PROPERTY OF CUSTOM W 5DDW SYSTEIAS. INC. ANY REPRODUCTION IN PART OR AS A WFgLE WITHOUT WRITTEN PERMISSION OF CUSTOM.. SYSTEMS, WC. IS PROHIBITED. 1/4• MAX SHIM —+{ (SEE NOTE 2 8 3 ON SHT. 2) I r WINDOW FRAME JAMB . INSTALLATION ANCHOR. 3/16' DIA. MASONRY ANCHOR. ANCHOR CUP PERIMETER CAULK BY INSTALLER 1 /4• MAX SHIM (SEE NOTE 2 & 3 ON SRI. 2) 1 1!4• (MIN. EMBEDMENT) 2 IPY_ (MIL EDGE DIST.) (F) HORIZONTAL SECTION LE/ CLIP (WOOD) (MIN. EMBEDMENT) A • . a ' INSTALLATION ANCHOR, 4 210 WOOD ANCHOR. • 4.4 n.4 • • A CAULK BETWEEN BUCK A AND OPENING BY OTHERS • •° n • 4 • 2 BY WOOD BUCK ° BY OTHERS •' 4.'n • *it- • ° ■ BY OTHERS ; 4• , t • A . 4 • • EXTERIOR FINISH BY OTHERS 1 114' (MIN. EMBEDMENT) EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER WINDOW FRAME HEAD WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS CAULK BETWEEN BUCK AND OPENING BY OTHERS 2i (MIN. EDGE DIST.) ••P • ••• P..• •: • 0. • r ' • •••• • • P. P P P • ,P. y• .• P• • • O• A SP• • ••• • P • •s • •P• a. • CONCRETE/MASONRY BY OTHERS VERTICAL SECTION 7 FRAME (MASONRY) CONCRETE/MASONRY BY OTHERS CAULK BETWEEN BUCK AND OPENING BY OTHERS CONCRETE/MASONRY BY OTHERS INSTALLATION ANCYAR, 3116' DIA. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. 1 BY W000 BUCK BY OTHERS DRYWALL BY OTHERS 114' MAX SHD.1 (SEE NOTE 2 & 3ON SHT. 2) CAULK INDER SCREW HERD BY INSTALLER INSTALLATION ANCHOR, 3/16' DOA. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. INSTALLATION ANCHOR. 3116' DIA. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. CAULK UNDER SCREW HEAD BY INSTALLER 2ige4 •F•-• (MIN. EDGE DIST.) • • • • • • • • • • •• • • ••• • • • DRYWALL BY S 21/2 (MIN. EDGE DIST.) 1 //4• WIN. EMBEDMENT) HIGH STRENGTH STRUCTURAL GROUT BY OTHERS t/4' MAX SHIM r (SEE NOTE 2 & 3 ON SHT. 2) ILL sw OOL• • • • 41Y STAIRS. • • •• • • • • • USE SO8U0°tPc! D • • • • • S — EVEN B'PD S • • • • • • • • • • •• • • • • • • • • • • • • • ••• Iva' (MIN. EMBEDMENT) I/4" MAX SHIM � (SEE NOTE 283ON SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER • • • • • • • • • • • •• • • 4 44 4 • 4 a EXTERIOR FINISH BY OTHERS WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER 1 BY WOOD BUCK BY OTHERS - - - /4' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS © HORIZONTAL SECTION FRAME (MASONRY) r • • r p •Pr t p • r �r • . r • • •r•I CONCRETE/MASONRY BY OTHERS ALTERNATE PRECAST BILL DETAIL 77 FRAME (MASONRY) WINDOW FRAME JAMS • WINDOW FRAME JAMB PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS INSTALLATION ANCHOR, 3/16' DIA. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. CAULK UNDER SCREW HEAD 8Y INSTALLER 21rr 1 - (MIN. EDGE DIST.) 114' MAX SHIM (SEE NOTE 2 83 ON SIT. 2) (MIN. EMBEDMENI) HORIZONTAL SECTION FRAME (WOOD) A UPDATED PER NEW FBC REQUIREMENTS 107/07/08 e ee46rr1...-. WINDOW SYSTEMS ti LA: ... ,(�y .,:;, 7900 S.W. 44TH AVENUE ( ��E • • N ' ' • + ' _ _ 1,_' 7 tif i .e' • . ' LA. FLORIDA 34474 • • • • • • • • • • •/ �. • • • • ••• •• • • • • • • • • • .. _ • • • • • • • tTARYAMO CCl'MT1AL `. - ' L RORERIO 0m& WINDOW SYSTEMS, NC. ANY REPRODUCTION 64 PART OR AS A WFIOLEAMOUT'f}iE FL P.'E.' NO. 62514 4 . . 07.- WRITTEN PERIASSON OF CUSTOM WINDOW SYSTEMS, INC. IS PRO ISREI -' • DRYWALL BY OTHERS • • INSTALLATION ANCHOR. • 010 WOOD ANCHOR W/ • NEOPRENE RACKED • • WASHER THRU SCREW SUPPORT. A 2 BY WOOD BUCK BY OTHERS CAULK BETWEEN BUCK AND OPENING BY OTHERS INSTALLATION THRU FRAME DETAIL - LARGE MISSILE IMPACT 7/15/2008 CWS -157 7 OF 8 SHEATHING • BY OTHERS EXTERIOR FINISH BY OTHERS CAULK BEHIND FIN BY INSTALLER WINDOW WRAP BY INSTALLER PERIMETER CAULK BY INSTALLER WINDOW FRAME HEAD WINDOW FRAME SEA. CAULK BEHIND FIN BY INSTALLER PERIMETER CAULK BY INSTALLER WINDOW WRAP BY INSTALLER EXTERIOR FINISH BY OTHERS SHEATHING BY OTHERS o „rr (MIN. EMBEDMENT) ON ANCHOR, 2 BY WOOD Ilt S EW � BY OTHERS BUCK • • • 1 4.1 E7OWENT) • • • • (LI VERTCA•SBLTIOM • • • • • • • • • • • C aJ FIN j • • • 114' MAX SHIM (SEE NOTE 2&3ONSHT.2) ( MAX SHIM (SEE NOTE 2b3QNSHT.2) ' 111.11 4 41 R r • SHEATHING BY OTHERS 2 BY WOOD BUCK - BY OTHERS WSTAI LATION ANCHOR, 18 WOOD SCREW (MIN. EMSEDMEN71 WINDOW FRAME LEE EXTERIOR FINISH BY OTHERS CAULK BEHIND FN BY INSTALLER O. • d •1 y,N.AO+ • • • • • • t "�^ • • • •• • • • • • • • • • PROPRIETARY AAm COMMENSAL THE INFORMATION CONTAINED IN THIS DRAW MD IS THE SOLE PROPERTY OF41I$► WINDOW SYSTEMS. INC. ANY REPRODUCTION It, PART OR AS A WHOLE WITHCZAUE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED„ . ,— • ® HORIZONTAL SECTION FIN (WOOD) rt -114• MAX SHIM (SEE NOTE 2 & 3 ON SHIT. 2) PERIMEFER CAULK BY INSTALLER .4 1 . VAC " A WINDOW WRAP BY INSTALLER UPDATED PER NEW FBC REQUIREMENTS 07/07/08 WINDOW SYsrEms woo S.W. 44TH AVENUE OCALA, FLORIDA 34474 ALLATION ANCHOR FIN DETAIL - LARGE MISSILE IMPACT C HORIZ SLIDE • 7/15/2009 90 CWS -157 80F8 • ••• • • • •. ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • • •• ••• • • • ••• • • 1 : fQil.k • Product Approval USER: Pubic User Product Approval Menu > Product or ADO cation Search > AODUcatbn List > Applicatkm Detail FL # 4L7067 -R3 ) . Application Type / Revision i i Code Version 2007 Application Status Approved / Comments Archived Product Manufacturer Address /Phone /Email 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 Custom Window Systems, Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 mlafevre @cws.cc 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368-6922 Ext 208 Ralph @cws.cc Florida Engineer or Architect Name who developed Roberto Lomas the Evaluation Report BCQS Home Log In I User Reg,t tbn C Hot Topics j Submit Surcharge i Stets & Facts Publications 1 FBC Staff i BCIS Sfte Map I Links I Search Category Subcategory (Horizontal Slider ? •••• • • • •••• ,' • • • Compliance Method Evaivat'TBn Report from a Florida Registered Architect or 6tic®nsed Florida Professional Engineer ,•S'• • • • `' Evaluation Report - Hardcopy Received ••:•• • Florida License PE -62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2010 Validated By Steven M. Urich, PE • • • • • Validation Checklist - Hardcopy Received • • • •• • • •••• • • • • •••••• • • •• •• • • •••• • • • • •••• • • • •••••• • •••• • • •••• Certificate of Independence FL7067 R3 COI 510485A (Eval Rep HS -8200 Impact XO 74x54).odf Referenced Standard and Year (of Standard) Standard Year AAMA/101 /I.S.2 -97 1997 AAMA/W DMA /101/I.S.2/A440 -05 2005 ASTM E1886 -02 2002 ASTM E1996 -02 2002 •o•••• • • • • •••oo • • 0 00000 • • ••••• • • •o•• •••••• • • • •••••• • • • ••••o • • 1 of 3 10/5/2009 11:43 AN FL # Model, Number or Name Description 7067.1 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider (Impact) 74x54, XO Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 Other: Large Missile, 74x54, DP = +/- 60 psf, (Impact). Installation Instructions FL7067 R3 II CWS -157A (HS -8200 Impa ).pdf FL7067 R3 II DuPont PVB NOA 05 -1208 02.i df 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 FL7067 R3 II CWS -232A (HS -8200 Impact XOX).pdf FL7067 R3 II DuPont PVB NOA 05 -1208 02.pdf FL7067 R3 II DuPont SGP NOA 07- 1116- 04.pdf FL7067 R3 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL7067 R3 AE 510487B (Eval Rep HS -8200 Impact XOX 111x63).pdf Created by Independent Third Party: Yes • • • 4067.3 \ \ bm HS -8200 Vinyl Horizontal Slider Impact • HS -8200 Vinyl Horizontal Slide? I cbw/ Alegi! r4 •••••• •• • ts, of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 Other: Large Missile, 72" x 63 ", DP = +/- 60 psf, Al. FMR. Installation Instructions •••••• • FL7067 R3 II CWS -186A (HS - 8ZQ4 impact 72M).Ndf FL7067 R3 II DuPont PVB NOvA pi X 1'108 02•pdf • • FL7067 R3 II Mikron NOA 064'2 01.odf •.•• Verified By: Roberto Lomas 625!4: • • • •••• Created by Independent Third Pariy:•lts Evaluation Reports •••••• ' FL7067 R3 AE 510486A (Eval ReNS - p I 200 Ir.paci• • XO 72x63).pdf • • • • • • • • Created by Independent Third Party: Yes. •••• r ., , ,...... .. _ �. • _, r .. r e rr ..., r , s. • r .. ••... .. 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 12/29/2008 01/08/2009 02/03/2009 sack! Next' DCA Admin tratbn Department of Community Atfaks F/ork!a Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 The State of Florida. AO rights reserved. Copyright and Dkrlaimer Product Approval Accepts: • 00000 • • • .••••• • • 000 • • ••••• • • 000 •• • •••••• • • 0000 2 of 3 10/5/2009 11:43 ATV • • • • • .. • •••••• • 00000 ••••• • •••.•• • • •• • • •••••• • • • • • • • • • • •• • • • • • • • •••••• •••• • • • • • • • • •••••• •• • • • • •..•.• • •• • • • • • ••••• • •• • • 00000 • • •••.•• •••• • • • • •••.•• • • •••.•• • • • ••.••• • • • • • 3 of 3 10/5/2009 11:43 AM Z. Roberto Lomas P.E. 1432 Woodford Rd. Lewisville. NC 27023 336- 945 -9695 Manufacturer. 1 of 2 Custom Window Systems 1900 SW 44 Avenue Ocala, FL 34474 Engineering Evaluation Report Report No.: 510486A Product Line: Series 8200 Vinyl Horizontal Slider — Large Missile Impact Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9B- 72.070 method 1(d). The product listed herein complies with requirements of the Florida Building Code. Product description: Horizontal slider is made of PVC. Main frame is of mitered corner construction. Panels are of welded and mitered comer construction. Supporting Technical Documentation: 1. Approval document drawing number CWS -186, Revision A , titled Series 8200 PVC Horizontal Slider — Large Missile Impact prepared, signed and sealed by L. Roberto Lomas P.E 2. Test report No. NCTL 210 - 3433 -1, fin installation, signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL AAMANVDMA/CSA 101/I.S.2/A440 -05 Design pressure: ±60.Opsf Water resistance: 9.0psf ASTM E1886 -02 and ASTM E1996-02 ASTM E18861 E1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E1886/ E1996 Cyclic Load Test, ±60.0 psf design pressure 3. Test report No. NCTL 210 - 3433 -1A, fin installation, signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, ±60.Opsf design pressure, 10.125psf water penetration. TAS 203 -94 Cyclic Pressure loading ±60.Opsf design pressure 4. Test report No. NCTL 210 - 3433 -2, flange installation, signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL AAMANVDMA/CSA 101/I.S.2/A440 -O5 Design pressure: ±60.Opsf Water resistance: 9.0psf ASTM E1886 -02 and ASTM E1996 -02 ASTM E1886/ E1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E1886/ E1996 Cyclic Load Test, ±60.0 psf design pressure 5. Test report No. NCTL 210 - 3433 -2A, flange installation, signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL • TAS 201 -94 Large Missile • Impact Test • • • TAS 202 -94 Uniform Static Air Pressure, ±60.Opsf design pressure, 10.125psf water pe 1etgtion. TAS 203-94 Cyclic Pressure loading ±60.0psf design pressure • • 6. Anchor calculations, report number 510314A, prepared, signed and sealed by L. Roberto Ldrfils •••• • • •••• •• +• • • • •• 0000• • ••••• • • •••• s r • •••. •••., • •. • • ••fi 7 A •■•• 1. •••• • • •••• • ••• • • • •• • Luis R. Lomas,'P.L:�� FL No.: 62514 '- 11/25/2008 • 00••• • • 0 00000 • • • .00•• • • 00000 • • •0000 0 00••0 • • • •••••• . • • •••••• • • • L. Roberto Lomas P.E. 1432 Woodford Rd. Lewisville. NC 27023 336-945-9695 2 of 2 Engineering Evaluation Report Report No.: 510486A Limitations and Conditions of use: • Maximum design pressure: t60.Opsf • Maximum unit size: 72" x 63" • Maximum D.L.O.: 32" x 56 9/16" • Units must be glazed with 5/16" single laminated glass consisting of a 1/8" annealed — .090" Butacite PVB interlayer by DuPont -1/8" annealed per ASTM E 1300. • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind home debris regions. • Frame material to be rigid PVC per N.O.A. NOA 06- 1022.01 • DuPont Butacite PVB interlayer per NOA 05- 1208.02 Installation: Units must be installed in accordance with approval document CWS -186 Revision A. Certification of independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). • • • • •• • •••.•• • 00000 •••• • • •••• 000000 • • •• •• • • • me* • �. • •ti 4 • -•":" 9 � ri ••• • • • •••• • ••• • • • •. • • •• • • • • • •• •••• • • • • •• Luis R. Lomas, P.E. - FL No.: 62514 11/25/2008 •••••• • • • 000 000 • • •..••• • • 641w• OVERALL FLANGE HEIGHT 63• MAX. UNIT HEIGHT BB 3M• GLASS DLO IIQFIIZONTAL SLJDER ELEVATION (IMPACTI O 3.12/11Z GLASS DLO • • 73 114' MAX. OVERALL FLANGE WIDTH 7r MAX. UNIT WIDTH •• • ••. • • • •• • • • • • • •o ; • ••• • oo T OF CONTENTS • • • • • • • • • • • GENERAL NOTES & ELEVATIONS ................: !..,...,1• • • • • ANCHOR SCHEDULE & NOTES _..._._............._..... ... 2 DP CHARTS a GLAZING *or " X ( Y ..............................3 SECTION VIEWS & ALT. FRAME 'OX "XO'_.___.._....4 EXTRUSIONS & BILL OF MATERIALS.... „ � ... « • • • • • • ••• • • • • ••• ••• • • • • • • • • ••• • • • • • • • i • •• •. ••• ••• 3z GLASS DLO 35.12 MAX. SASH WIDTH 589M8' GLASS DLO 09 13/1B' MAX. SASH HEIGHT -4 tel . • el , • • • • • • • PROPIETARY AND OpiOBrnA1. ” • .a • • • • • TI 0*]RMATION CONTAINED W TKO 11RA* L4 THE ROME PRO � , .' •' • • • • WPID0�1 SYSTEMS. NC. ANY REPRODUCTION IN PART OR A S A WHOL`F W ,�Q • • • • • • • - PERNMMIN OF CUSTOMWNDOYP swam WC. 18' , • p Efl T . 'T'7` • • • • • • • • • •• •• • • PVC IMPACT REQUIREMENTS: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDMON. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. APPROVED CONFIGURATIONS:'OX', "XO' 4. DESIGN PRESSURE RATINGS (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 1300. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 -7 FOR ANCHOR DETAIL WINDLOAD DURATION FACTOR Cd -1.S WAS USED FOR WOOD ANCHOR CALCULATIONS. S.APPROVED FOR IMPACT RESISTANCE. 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AND HEAD/SILL 8. REFERENCE TEST REPORTS: NCTL NCTL- 2103433.1A, NCT1 -210- 3433 -2, NCTL-210-3433-2A 9. SERIES / MODEL DESIONATK IN H5-8200, 10. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING 18 THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X e OPERABLE SASH, 0 - FIXED SASH 12. SECTION CALLOUTS FROM O/X ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. WINDOW SYSTEMS S00 S.W. 44TH AVENUE FLORIDA 34474 11124/200/ CWS -1 • • • AT :A L "I ) •• • • • • ••• • • • •• • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • •• •• • 00 •• •• 00 • • 4: MAX (TYP) 4_ MAX. (TYP) 8' MAX O.C. — ITYFI NOTES: 1. INSTALL ONE ANCHOR AT EACH LOCATION. 2. SHIM AS REO'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4 ". USE SHIMS WHERE SPACE GREATER THAN 1(18" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED, 4.3118' DIA. ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1(4" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21/2" SHALL BE ACHIEVED. 5. WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 13/8" INTO 2 BY WOOD BUCK. 8.88 W000 SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN, EMBEDMENT OF 1 1/2' INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. 7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 8. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING.. 9. INSTALLATION ANCHORS SHALL BE IN ACCORCkAkIQE gI 4 CSR friFAGTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRE�JGTHSIES1S Ti1AI� NI U STRENGTH SPECIFIED BELOW, 10, INSTALLATION ANCHOR CAPAGES Fa(; PR00R01 E • (N�pRS arm! O gl1�STRATE MATERIAL WITH THE FOLLOWING PROPERTIES: 'd TTI A. WOOD •MINIMUM SPECIFIC GRAVITY O �Q �� • • • • • • .,. 8. CONCRETE - MINIMUM COMPRESSIVE! ST OF 3.200 PSL • C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). 8' MAX.O.C. (N') O ��(� • • • • • • • • • aD0p TARYA11DCOI ItAL : :_.: r ; qIg�J�� • • • • • • • • • TM R1l W. ION CONTADIED $ MS DAAWND I8TN SOLE PROPH111�fS . P:B r • • • • • • • • • W P X10 I�OF ANY CUSTOM N BY TEM. P C PR0t Bl T ANGHQR LAYQUT -1F1N1 s ; .1.1,..._ #0 4141 jFfl � A UPDATED PER NEW FRC REQUIREMENTS f • SEE NOTE 8 X WINDOW SYSTEMS S.W. 44TH AVENUE FLORIDA 34474 � , INSTALLATION A.NCHORS TYP. ANCHOR SCHEDULE & NOTES - IMPACT 1 07/07/08 11/24/200 CWS -188 2 OF 7 WIDTH WIDTH (IN) HEIGHT (IN) (IN) GLASS TYPE 17 7/8 29 1/2 31 1/2 35 1/2 39 1/2 41 1/2 43 1/2 49 S1 in 531/2 55 112 59 1/2 72 24 3/4 A +60/ -60 +601 -60 +601 -60 +601-60 +601-60 +601 -60 +60/ -60 +60 /-60 +60 /-60 +60/ -60 +60 /-60 +60 /-60 +601-60 27 1/2 A +60 /-60 +60/-60 +60 /-60 +601-60 +601 -60 +601-60 +601 -60 +601-60 +60 /-60 +601-60 +601-60 +601-60 +60 /-60 291/2 A +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +601 -60 +60/ -60 +60/ -60 +601 -60 +601 -60 +601 -60 +60/ -60 311/2 A +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 35 1/2 A +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60 /-60 +60 /-60 -60 /-60 +60/ -60 +601-60 +60 /-60 +601-60 460 /-60 39 1/2 A , +60/ -60 +60/ -60 +601-60 +60 /-60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +601-60 +601 -60 +601 -60 +60 /-60 +601-60 41 1/2 A +60/ -60 +60/ -60 +60/ -60 +60/ -60 +601-60 +60 /-60 +60 /-60 +60 /-60 +60 /-60 +60 /-60 +60 /-60 +60 /-60 +60 /-60 431/2 A +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/ -60 471/2 A +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/ -60 511/2 A +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60 /-60 +601 -60 +60/ -60 +60 /-60 +60 /-60 +60 /-60 541/4 A +60/ -60 +60/ -60 +60/ -60 +60 /-60 +60 /-60 +601-60 +601 -60 +60 /-60 +60/ -60 +60/ -60 +601-60 +60 /-60 +60 /-60 63 A +60/ -60 +60/ -60 +60/ -60 +60 /-60 +60 /-60 +60 /-60 +60 /-60 -+60 /-60 +60/ -60 +601 -60 +60 /-60 +601-60 +60 /-60 COMMODITY SIZES (TIP-11P) WIDTH (IN) HEIGHT (IN) l` —� GLASS TYPE 191/8 38 3/8 50 5/8 56 C 731/4 26 A +60/ -60 +60/ -60 +60/ -60 +60/ -60 ( Q 26 1/2 A +60 /-60 +60 /-60 +60/-60_ •60 /-60 +60 /-60 37 A +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 531/8 A +60/ -60 +60/ -60 +60/ -60 +601 -60 +60 /-60 551/2 A +60/ -60 +60/ -60 +60/ -60 +601 -60 +60/ -60 (114 114 ), A +601 -60 +60/-60 +60 /-60 +60/ -60 (+ 601 - 60 • • • • : • i • * • ! � • . • • • , USE SD3E INTENDED LARGER IS IZE NOT SHOWN, ��a`` No ..900 S. . 44TH SYSTEMS • s e FLORIDA 34474 • L . ' o, a • • • • • • • • • • • PROPRIETARY um caar�enua e t p L �p�y�� ...; • • �• • • • 1►rt�n mt nc,CONTAINED N O419 DRAWING !SINE SOLE oa r Fa o ° `' A FL !11/-111 �r .3�R1Z SURER • • • • • • • • • • • • WTT6TF. 11PEf1i�4410N Qf CUSTOM OW a$Y87TIA9. MC. t9 .,, • , ., l i a d • • •• • • • • • • • • • ••• • • ••• • • • • • • • • • • • ••• • •.••• • • •• • l ••• ••• • • 6x18' OVERALL Ur ANNEALED OLASS MO BUTACITE PV0 BY DUPONT UB- ANNEALED GLASS 1 4- it; ✓L' 'dzos'ti Fi41l(`F A I UPDATED PER NEW FSC REQUIREMENTS ")eO° - 'OX' DP CHARTS & GLAZING - IMPACT 07/07/08 11/24/20a CWS -188 3 OF 7 EXTERIOR OVERALL FLANGE HEIGHT o 11 it. :1,31015.. • , 1 Ltl 11. e s (3) (ID TW,ED TE: S V4gL SE CTIO N N MJNOWS AWAY UNIT HEIGHT 1 • d • • •e• • • • : •• 00 • • • • .... • • • 0000000000 •: • • •• ••• •• • • • •• • ••• • • • • • • • ••• • • • • • • • • • • 0 (C't TYPICAL VERTICAL SECTION ■„4.../ NOTE: SHOWS MED GLASS CUTAWAY r TE: ITEMS 27, 34, 30, 40, 41, 48, 1, 52 ARE USED BUT NOT SHOWN R `■10111 - • rigt,17 1, — s (r) e t , • •••••••• • • • • • • FROPFIETAWMO ocemenum • - • Izt.ranTi.9 • • • TEAM. NC. 10.1Y REPROSUOT1ON IN PART CID AS A • net =fume, si nos DRAWING IS THE SOLE=Wil e • P&1 l4- t • 0WRITIRMAERWSSION CIF CUSTOM WINDOW SYSTEMS, WC. * • , UNIT WIDTH if! 0 OVERALt FLANGE WIDTH a) TYPICAL HORIZONTAL SECTION ALIERNAIEBELEBAMt INTERIOR o e 0 =MR A I UPDATED PER NEW FBC REQUIREMENTS e*rditst— V/IN0Ovi SYSTEMS 1800 S.W. 44TH AVENUE • • FLORIDA 34474 07107/08 - •X0* SECTION VEWS & ALT. FRAME - IMPACT 11/24/200 CWS-188 4 OF 7 • • • • • • • • • • • ••• • • • ■■ •• • • • • • • • • • • • ••• • • • • • • • • • •• • es •• • • •• • • • • ••• • • .. • V r• ° O p- 1. % T.- 1 7:•Pf..O , d tt4 r " 1/4 • /-* ban 2 3 4 7 9 9 10 11 12 148004 8.8005 13 14 15 16 17 18 21 22 23 24 25 26 27 29 30 31 34 35 36 38 39 40 41 42 43 46 47 48 49 50 51 52 54 55 56 Part 0 145331 148031 148831 145031 1+1802 148027 1+1487 148028 S.1498 55-8058 8.8058 58058 88058 5.8013 5.8014 P3804 R3783 P3784 83215 P3531 83428 P3785 83788 P4851W P3748W R3342 83752 83438 83352 83883 83881 P3813 83216 P3219 83321 P3581 83228 83028 83033 1+8025 83113 5.1112 57 58 59 60 61 8-1558 S•1578 5.1577 S•1878 83437 Desert on Main R., SH w81g.. WC. Head Mtki Pr., 8H, w/RB., RIG 81 Main Fr., 814 w/flp.. WC, L,Ib. Maln Fr., SFl, wine., PVC, R..b. Meet. l 2. Fxd. Sash Meet Rat, PVC Reim. Bash Meet Rat Bash Side Rai WC Reku. 8.8.1t/8.8.R. Sash Top/Bot. Rat Anti UR Etz. Bd, 5/181amP,Fxd., Nana. Gk. Bd, 5/181anf,Fxd., Verb Gk. Bd.. 5118 lanf'.Saah, lark. Gk. 8d., 5/181an1".Sash, Vert. Born. Adapt., w/ Nth P/C Sarre. Adapt., WC Mar, Tandem Look hpaat, PVC Keeper. Intact. PVC Weep Cover w/ Rap 58 x screw. Frame hpact Hook Weir., 0.270 x .187040k natal, Gray M8 x 2.000 Ph PH SMS 08x0.825 Flt PHSYS 88 1.250 Ph FHTEK,Wht. IS x 0.825 Quad Ft WhL SeamSaeler, 845504 CapFLQ,1/9 Flue lint Mat, TruSeal, 'F1 Set8k,85 Our, 1/8'x55-8'x2'Lg. ($8050 Gold Cert. Label, Mir Tab,hpaot ASTNAOADE Temporary Lbl. (4FR7DP) MS Lb/. (logo) Gkas, Rxad Glass. Sash Screen Frame. Hark. Screen Frans, Vert Screen Frame Corner Key Screen Cbth, 1811 18 R erglaee Screen Spine, .155 Dia., Bk Screen Rd Tab Screen Spring, SS • • • • • • • Mai, Fr., SH, w/ Fin., W6 • Screw Support, WC • dazing Bead Sash Catch, PVC Woad • • Frans Catch, P/C hpaot Frame Catch, W C hpact Fbkr Trsek _ • • • � • • 1199 Wont, Da• p • i •" • • i PVC FRAME FLANGE -6031 15/8' PVC SASH TOP/BTM RAIL -6004 PVC SASH MTG. RAIL -6027 1 15/18' PVC SASH SIDE RAIL -6028 GLAZING BEAD S -1112 ALUMINUM 8063 -T6 3/18` f S.B.RJS.S.R. - 1498 ALUM. REINF. 6063 -T8 • r1118'i • • • 1 1 • • • • • ••• HORIZ CRN ADAPT -6013 •• • • • •.• • S we • W s• • • • s• ��------- PVC FRAME FIN -6026 1 1/2' PVC FIXED RAIL -1602 ALUMINUM 6063 -T6 1 T/8' PVC ANTI LIFT -6005 PVC GLAZEBEAD - 6066 5/16' 1 1/8'1 VERT. SC ADAPT -6 qTE: ITEMS 6, 19, 28, 32, 33. 37, 44, 45 AND•63 ARE NOT USED IN THIS. PRODUCT. • • • • • • • • • PROPRETRAVANO004FlOeliw - . a • • • Tits wi entrenON CONTARIEO N Des D AWeel 13 111& 80LE PROPERTYT r • wR P PER io N oF Fc cUSTOM mom warns, S I i P Po 482 SASH MTG. RAIL -1497 ALUM. REINF. 6083 -T6 11/4• 3 ROLLER TRAC 1827 ALUMINUM 6063 -T6 4' SCREW SUPPORT P -3113 -1 I_- r B• .1 PLAN VIEW OF SASH HOOK 4" (HEAD) 7j' I FRAME IMPACT HOOK -1577 PLAN VIEW OF FRAME HOOK ALUM. 606346 (HS HEAD) (JAMB) FRAM IMPACT HOOK -1576 PLAN VIEW OF FRAME HOOK ALUM. 6063 -T6 (HS JAMB) UPDATED PER NEW FBC REQUIREMENTS 0 /07/08 VMNDOW SYSTFMS S.W. 44TH AVENUE FLORIDA 34474 SASH CORNER CONSTRUCTION 1/2" = 11/18' FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1 SASH IMPACT HOOK -1556 ALUMINUM 6063 -T6 1 5/18' rt1: 11/24/200► CWS -188 50F7 • • • • • • • •• • • • • • • • • • • • • • • • • • • • ••• • • • • • 4 • 0 • • • • •• •ii •• •• • • • ••• • 1 114• (MIN EMBEDMENT) EXTERIOR FINISH SY OTHERS PERIMETER CAULK BY INSTALLER H D OW FRAME WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS CONCRETE/MASONRY BY OTHERS 2 112' (MIN EDGE DIET.) • • • • • • . • . • •. • • •• • •. y. s• .rr• •• • �y • i O 4 .• • 644. •= • • • • •• 0••• = CAULK BETWEEN BUCK AND OPENING BY OTHERS INSTALLATION ANCHOR. Mr DIA. MASONRY SCREW wNEOPRENE BACKED WASHER THRU SCREW SUPPORT r CONCRETE/MASONRY BY OTHERS • . •. •. • ►. • • . 1 BY BUCK BY OTHERS DRYWALL 1.= BY OTHERS (MIN EMBEDMENT) CONCRETEIMASONRY BY OTHERS _ _ 114- MAX SHIM DRYWALL BY OTHERS SEE NOTE 2 &3ON SHT. 2) CAULK U UNDER SCREW HEAP INSTALLATION ANCHOR. 3116• DIA. MASONRY SCREW WNEOPRENE BACKED WASHER THRU SCREW SUPPORT INSTALLATION ANCHOR, 3116' DIA. MASONRY SCREW WNEOPRENE BACKED WASHER THRU SCREW SUPPORT £YK IN =au UNDER INSTALLER SCREW HEAD BY HIGH STRENGTH STRUCTURAL GROUT BY OTHERS 1/4' MAX SHIM i 1 (SEE NOTE 2 & 3 BILL STOOL BY OTHERS •• ••••. • • • •• 1•11, • • • • IJRE .• • WOOD SUPPORT • • • Te .SILL LEVEL, • • & : • •• • • 2122 • 1 (MIN EMBEDMENT) (MIN EDGE DIST.) • • • (RL VFATICAL IM � • ••• • • • •W ,The OO LEI// FRAME ( • • • • • • W w • 4 • a• - a 2ljr • •. (MIN EDGE DISTANCE 4 . 4 . 4 EXTERIOR FINISH BY OTHERS 1 1 BY W000 BUCK BY OTHERS m HORIZONTAL SECTION l4J FRAME (MASONRY) 114' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2X PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS WINDOW FRAME PERIMETER CAULK BY INSTALLER CAULK UNDER SCREW HEAD BY INSTALLER AN FRAME ��:Tiri 114• MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) ` D • • • •• • • • I. ••a.� • a.e a.e a a • • O. . e O.4 CONCRETE/MASONRY OTHERS ��NRY (MIN EDGE (\ALTERNATE PRECAST SILL DETAIL ' (MASONRY) _ • PROPRIETARY MCI d7KROEiTAL v� RIM P TION A M R M THNIO TIO N01ATHESALE PROPERTY'S PERMISSION TOM WNDOW 6YBTDTIDNNPARTOR A9A W 0UB1 PERIA6EIDN Of CUSTOM WIDlL4, Pa N3 • a . !4' CAULK UNDER SCREW HEAD BY INSTALLER INSTALLATION ANCHOR, Stir DUI. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT GAUD( UNDER SCREW HEAD BY INSTALLER ••i WINDOW JAMB FRAME • • e 0 6 R 0 F • > (MIN EMBEDMENT) 114° MAX SHIM —.- (SEE NOTE 2 S 3 ON SHT. 2) j i 'I f _ 1� rall PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS (MI EMBEDMENT) r •/ • . ••• WINDOW SYSTEMS 900 S.W. 44TH AVENUE ORIDA 34474 STALLA •• • ••• • ••46 • 4 ® HORIZONTAL SECTION FRAME (WOOD) DRYWALL BY OTHERS INSTALLATION ANCHOR, •10 W000 ANCHOR Wl NEOPRENE BACKED WASHER THRU SCREW SUPPORT 2 BY WOOD BY OTHERS BUCK A t UPDATED PER NEW FBC REQUIREMENTS THRU FRAME D AIL - IMPACT CAULK BETWEEN BUCK AND OPENING BY OTHERS 07/07/08 11/24/200 CWS -188 8 OF 7 • • • • • • • • • • ••• • • •• • • • • • • • • • • • • • • • • • • • ••••• • • •• • •• ••• • • ••• • 1 y. • V1 , .a .. ., , . . • • -w 0..,,; 1' , �• g wastl ,c as SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS CAULK BEHIND RN BY INSTALLER WINDOW WRAP BY INSTALLER PERIMETER CAULK BY INSTALLER WINDOW FRAM HEAD WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER WRAP BY�INSTAALLER CAULK BEHIND FIN 8Y INSTALLER EXTERIOR FINISH BY OTHERS SHEATHING BY OTHERS *of !I 4' I I�II1 ,, S�•= INS1ALLATIOy/NCHOR, e•'S lir* • • • 18 SCREW • • . • • • • • • MIN &BEb • • • •• ••• (t VERTICAL SECTION \7 • FNNc D) • • • • • • • • • • • • • • > (MIN EMBEDMENT) • 2 BY WOOD BUCK BY OTHERS INSTAIIATION ANCHOR, 8 WOOD SCREW 174' MAX SHIM (SEE NOTE 2 & 90N SHT. 2) F _ V4• MAX SHIM (SEE NOTE 2 &3ONSHT.2) 2 BY WOOD BUCK BY OTHERS 2 BY W000 BUCK BY OTHERS INSTALLATION ANCHOR, 18 WOOD SCREW (MIN EMSED MENT) SHEATHING BY OTHERS i• EXTERIOR FINISH BY OTHERS CAULK BEHIND FIN BY INSTALLER WINDOW WRAP BY INSTALLER 1u'4 • • • • • • • • • PIIOPRISTARYANDOatlflbdtRAl. • • • TOE MaORMATION CONTAINED N THIS ORAWNA; g THE SOLE PRIP11�tiTA' • •• mince MW R SYSTEM%NC. AEPAOW N CTIDN PART OR AS AWHOLEWIAItI Via • • WRTW PERAISSIONOF CUSTOM WINDOW SYSTEMS, VMS PERIMETER CAULK BY INSTALLER HORIZONTAL SECTION FIN (WOOD) — us- MAX SHIM (SEE NOTE 2 & 3 ON 3HT, 2) 43hF1•aP' WINDOW FRAME JAMB A ] UPDATED PER NEW FBC REQUIREMENTS WINDOW SYSTEMS S.W. 44TH AVENUE FLORIDA 34474 71* 0 AIL DCOIS 07/07/08 11/24/200 CWS -186 7 OF 7 • • •• • • ■ • ••• • • • • ••• • • • • •• • • ••• • •• 000 • • • P L n . ;a @ y: V ..'',. , . 1 .4 rA• off. n I. C � Yt1 ¢ �. .r •