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WS-14-2233Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-221420 Permit Number: WS -10-14-2233 Scheduled Inspection Date: October 23, 2014 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Owner: RODRIGUEZ, MIQUEL Job Address: 149 NW 105 Street Miami Shores, FL Project: <NONE> Inspection Type: Final Work Classification: Window/Door Replacement Phone Number Parcel Number 1121360080120 Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)792,4415 Building Department Comments REPLACE 9 IMPACT WINDOWS SIZE FOR SIZE ' ' • -. - -_ __......_.._ INSPECTOR COMMENTS False October 22, 2014 For Inspections please call: (305)762-4949 Page 11 of 28 Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. October 22, 2014 For Inspections please call: (305)762-4949 Page 11 of 28 Miami Shores Village -, Building Department i OCT 102914 I! 10050 N.E.2nd Avenue, Miami Shores, Florida 33138' Tel: (305) 795-2204 Fax: (305) 756-8972 i INSPECTION LINE PHONE NUMBER: (30S) 762-49491 FBC 20 x. . BUILDING ❑ ELECTRIC ❑ ROOFING Master Permit No.W5 " � 14 - ?z: 13 Sub Permit No. ❑ REVISION [:] EXTENSION ❑RENEWAL I ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS n CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 149 i o ® 5T - City: Miami Shores County Miami Dade zip: 3b i,50 Folio/Parcel#: 0) 1 CC, - C, O 3 • O -0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: � �9Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 1 & C,1 S1 �0 ZCr-fi p � a�Phone#: la Seo acs S 'R c ep Address: City: U Ac(—L � � �1: , State: zip: 3 D6 U Tenant/Lessee Name: Phone#:—�� Email: CONTRACTOR: Company Name: > Hcy .e Phone#: V Address: � 0 -� C) City: State: Zip: 13512 Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: _ E-A -v-q1 H x -)y Phone#.541 ')6Z--S'-N0 Address: 0 = �1 �� v> _Gty: ink)") tastate: r _, 5 '� 00 Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: j2['�'L L f 1 f@s9 d � A e - Specify color of color throe file: Submittal Fee $ Permit Fee $ ` A) CCF $ .1,�_ CO/CC $ Scanning Fee $� �`� ' 1 Radon Fee $ �-.a DBPR $ Notary $ Technology Fee $ Training/Education Fee $Z o_ Double Fee $ Structural Reviews $ C79 Bond $ 29 TOTAL FEE NOW DUE $ V-4 V ° GJ) IReWseda2/24/2014l Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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 o seven (7j da s after the building permit is issued. In the absence of such posted notice, the inspection will not be ap ed and rein�e will be charged. Signature CONTRACTOR `.� OWNER or AGENT The foregoing instrument was acknowledged before me this day of 20 --I- — by co 0 who is personally known to me or who has produced _- as identification and who did take an oath. NOTARY PUBM.— , Sign: - Print: Cox 6 rJ1A k I I tea' Y-�; o Seal: (S APPROVED BY / (Revised02/24/2014) The foregoing instrument was acknowledged before me this day of =L . 20 ° i , by who is personally known to me or who has produced as identification and who did bike an oath. I NOTARY PUB�� Sign: Print: C:f�L f & Seal: Plans Examiner Zoning Structural Review Clerk STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD ��a 1940 NORTH MONROE STREET 104TALLAHASSEE FL 32399-0783 BURNETT, WAYNE THOMAS FLORIDA HOME -IMPROVEMENT ASSOCIATES INC 2350 SW INDIGO LANE PORT SAINT LUCIE FL 34953 Congratulationsl With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto wuwv.myfloridalicense com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and team more about the Departments initiatives. 0Jur mission at the Department is: License Efficiently, Regulate Fairly. e constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE RICK SCOTT, GOVERNOR (850) 487-1395 i' STATE OF FLORIDA DEPARTMENT BUSINESS AND u ti, 1 PROFESSIQ-, IREGULATION CGCO61890 MilMtJ 6 0810712014 CERTIFIED GE�QEIC�;C�Mf'Ri��Tb€t BURNETT, WAIETHOIU�AB FLORIDA HOT t A OCIATir y r IS CERTITMD,underthe provislans'of Ch.489-fS. �r� :-atrc3t.2ms 114=7=627 k y�ko'�� KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT Of BUSINESS AND. PROFESSIONAL' REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CGCO61890 The GENERAL CONTRACTOR avarrwu uc+uw io taarxi iriED Underthe provisions of Chapter 489 FS. Expiration -date AUG 31, 2016 WAYNE HOME4M YWOOD +F3312 ISSUED: 08/07/2014 DISPLAY AS REQUIRED BY LAW 0 i"C�, �. 3.1.:x. ....., BROWARD COUNTY LOCAL BUS RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER 1, 2014 THROUGH SEPTEMBER 30, 2015 DBA: FLORIDA HOME IMPROVEMENT Business Name - 'ASSOCIATES INC Owner Name: WAYNE T BURNETT Business Location: 4060 SW 30 AVE FT LAUDERDALE Business Phone: 954-792-4415 Receipt #:GENERALO CONTRACTOR (GEE Business Type: CONTRACTOR (HOME IMPRV) ) Business Opened:01/01/2006 State/County/Cort/Reg:CGC0618 90 Exemption Code: Rooms Seats Employees Machines Professionals 2 For Vending Business Only Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost I Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and Is non -regulatory In nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that It Is in compliance with State or local laws and regulations. Mailing Address: WAYNE T BURNETT Receipt #30A-13-00012348 4060-4070 SW 30 AVE Paid 09/02/2014 27.00 HOLLYWOOD, FL 33312 2014 -2015 k. .�F°a� /� 1 ..al i6ili►lc C, •/"Search Application1.1 1 Page I of I T%k 111100 N;OFFICE OF E PROPERTY APPRAISER Summary Report Property Information Folio: 11-2136-008-0120 Property Address: 149 NW 105 ST < Owner MIQUEL RODRIGUEZ &W ELSA Mailing Address 149 NW 105 ST MIAMI SHORES, FL 33150-1243 Primary Zone 0800 SGL FAMILY -1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 211/0 Floors 1 Living Units 1 Actual Area 1,902 Sq.Ft Living Area 1,306 Sq.Ft Adjusted Area 1,582 Sq.Ft Lot Size 9,150 Sq.Ft Year Built 1950 Assessment Information Previous 2014 Year 2014 2013 2012 Land Value $98,074 $44,981 $44,981 Building Value $107,260 $107,260 $118,170 XF Value $2,063 $2,093 $2,514 Market Value $207,397 $154,334 $165,665 Assessed Value $98,827 $97,367 $95,740 Benefits Information Previous 2014 Benefit Type 2014 2013 2012 Save Our Homes Assessment Cap Reduction $108,570 $56,967 $69,925 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). IIShort Legal Description IDUNNINGS MIAMI SHORES EXT 4 PB 48-20 LOT 12 BLK 204 LOT SIZE 75.000 X 122 OR 11472-812 0682 1 Generated On: 8/12/2014 Taxable Value Information Previous 2014 2013 2012 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $48,827 $47,367 $45,740 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value 1 $73,827 $72,367 $70,740 city Exemption Value $50,000 $50,000 $50,000 Taxable Value $48,8271 S47,3671 $45,740 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $48,827 $47,367 $45,740 Sales Information Previous Price OR Book- Qualification Description Sale Page 2008 and prior year sales; Qual by 06/01/1982 $60,000 11472-0812 exam of deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.govfinfb/disclaimer.asp (http://www. miamidade.govfiinfb/disclaimer.asp) Version: http://www.miamidade.gov/propertysearch/ 8/12/2014 0000•• 0000•• e 0000•• •••0• e 000: •0000• • • 0000:• s a n s n n q h' (GCP - GCp V (mph) 173 1620 FRC for HVH4 or Fig. 26.3.1a Risk CatcM R T"l.5-l. pop Ev- C Sccdw 26.7 Kd 0.03 T"26.6.1,pav250 Ku 1 Figme 26.8-1. page 232 4Cpi 0.18 -0.18 035 pitch a8mot' 3112 14.0 degeas thwa 14.0 degteas IO900W 30 Avenue. 8u8e t120(Boyrftn 0.E8 ��a Beach. FL 334328 FL CA900B2t7 �r Qd� 7 ) Wind Veloobs In Smft Dado 13mweAi palm Heis6 Cm. t l6fi 136 156 1 Imvrisktoh®wm tam sluxla Risk Cet.2 175 170 1 170 F lieaidaooae 3R•4 ISO ISO 180 F ►'7 ��...� N S �.. Noa. �. FoUG 13 2014 ��s»�,�� Amatil 10.0 ar 15.0 aY m 20.0 sf 25.0d 30.0 d 35) .0 d 45.0 d 50.0 d 1 53.0 sf 1 O)Sf ildeaalloof fi Zone 5 Zone 4 Zone 5 Zone 4 ZMG 40.1 40.1 38.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 _ 36.2 35.8 35.8 35.4 35.4 35.0 35.0 14 43.4 -53. -42.2 -51.3 41.8 -50.6 41.4 139.8 41.0 49.0 .40.6 80.2 -03 -0 -415 -39.8 -46.8 -39.4 .46.0 -39.0 452 -38.6 44.5 40.6 40.6 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.6 37.6 372 372 36.7 36.7 36.3 363 359 35.9 35.4 35.4 16 -44.0 -54.4 -42.8 -510 42.4 -51.3 -42.0 -50.4 41.6 119.7 -41.1 48.9 -40.7 48.2 -40.3 117.4 -39.9 46.6 -39.5 45.8 -39.1 -45.1 41.1 41.1 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 372 37.2 36.8 36.8 36.3 363 35.9 35.9 17 44.6 -55.1 43.4 -517 429 -31.9 42.5 -51.1 -42.1 -50.4 41.7 49.6 413 48.8 -40.8 48.0 40.4 47.2 40.0 46.4 -39.6 45.7 41.6 41.6 403 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.4 38.1 3&1 37.737.7 372 372 36.8 36.8 363 36.3 0 • • it 45.1 .55.7 43.9 -53.3 43.5 -52.6 43.0 -51.8 42.6 -51.0 42.2 -502 41.8 49.4 41.3 48.6 40.9 47.8 -40.5 47.0 40.1 46.2 411 1• 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.6 37.6 372 37.2 36.7 36.7 19 45.7 04 a • -56.4 -44.4 -54.0 43.9 -53.2 43.5 -514 43.1 -51.5 42.7 -50.7 422 49.9 41.8 49.1 41.4 48.3 41.0 47.5 -40.5 46.7 416 416 412 41.2 40.7 40.7 40.3 403 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.1 37.1 • 20 a 46.2 57.0 • 44.9 -54.5 -44.4 -53.7 44.0 -519 43.6 -511 43.1 -513 42.7 -50.5 423 49.7 41.8 48.9 41.4 48.1 41.0 472 43.0 6000.00 41.6 41.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.3 393 38.9 38.9 38.4 38.4 38.0 38.0 37.5 37.5 • •2i a -46.6 m w57,145.3 -55.1 44.9 1 -54.3 44.4 -53.5 -44.0 1 -52.6 43.6 -51.8 43.1 -51.0 417 -50.2 1 413 49.4 41.8 48.5 41.4 47.7 43.4 9 49.4 410 410 41.6 41.6 41.1 41.1 40.7 407 40.2 40.2 39.7 39.7 393 39.3 38.8 3&8 38.4 38.4 37.9 37.9 • •21a 47.1 0.0 'All • 45.6 -55.6 45.3 -54.8 -44.9 -34.0 -44.4 -53.2 -44.0 -52.3 43.6 -51.5 43.1 -50.7 417 49.9 422 49.0 41.8 482 43.8 • "4 414 414 410 410 41.5 41.5 41.0. 41.0 40.6 40.6 40.1 40.1 39.6 39.6 392 39.2 38.7 38.7 383 383 • •1 ® 47.5 • -58.7 • 46.2 -562 45.8 -55.3 45.3 -54.5 44.9 -53.7 -44.4 -52.8 44.0 -510 43.5 -51.2 43.1 -50.3 416 49.5 42.2 48.7 44.2 4.1 418 418 413 413 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6 •24 48.0 • 4LS9iBe 46.6 -56.7 1 462 -55.8 45.7 -55.0 453 -54.1 .44.8 -53.3 44.4 -515 43.9 -51.6 43.5 -50.8 43.0 49.9 416 49.1 **so 44.6 • e1&44 • 432 432 417 42.7 422 412 41.8 41.6 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 548.4 -59.7 47.0 -57.2 46.6 .56.3 46.1 -55.5 45.7 1 -54.6 45.2 -53.8 44.7 -519 44.3 -52.1 43.8 -512 43.4 -50.4 419 49.5 45.0 43.5 43.5 43.1 43.1 416 416 411 411 41.6 41.6 412 412 40.7 40.7 40.2 40.2 39.7 39 7 39.3 39 3 26 0 • -48.8 •d• -60.2: 47.4 -57.6 47.0 -56.8 46.5 -55.9 46.0 -55.1 45.6 -54.2 45.1 -53.4 -44.7 -513 44.2 -51.6 43.7 -50.8 433 49.9 45.3 45.3 43.9 43.9 43.4 43.4 419 419 414 414 410 410 41.5 41.5 41.0 41.0 40.5 40.3 40.0 40.0 39.6 39.6 • 27 49.2 -60.7 47.8 -58.1 47.3 -57.2 46.9 1 -56.4 46.4 -95.5 45.9 -54.6 45.5 .53.8 45.0 -519 -44.6 -510 44.1 -512 43.6 -50.3 45.7 45.7 44.2 44.2 43.7 43.7 43.3 43.3 42.8 418 423 413 41.8 41.8 41.3 41.3 40.8 40.8 40.4 40.4 39.9 39.9 28 49.5 -61.2 48.2 -58.9 1 47.7 -57.7 47.2 -56.8 1 46.8 -55.9 -46.3 55.1 45.8 1 -54.2 1 45.4 -53.3 -44.9 -514 44.4 -51.6 -44.0 -50.7 46.0 46.0 44.6 44.6 44.1 44.1 43.6 43.6 43.1 43.1 416 416 411 421 41.6 41.6 41.1 41.1 40.7 40.7 402 402 29 49.9 -61.6 48.5 -59.0 -48.0 -5&1 47.6 -57.2 47.1 -56.3 46.6 -55.5 462 -54.6 45.7 -53.7 452 -528 44.8 -520 44.3 -91.1 46.3 46.3 44.9 44.9 44.4 44.4 43.9 43.9 43.4 43.4 42.9 429 42.4 4j;? 41.9 41.4 41.4 40.9 40.9 40.5 40.9 30 -50.3 -611 411.9 -59.4 48.4 -58.3 47.9 -57.6 47.4 -56.8 47.0 -55.9 4g:� S _ _ b''' -54.1 45.6 -532 45.1 1 -52.3 1 44.6 -51.4 ��...� N S �.. Noa. �. FoUG 13 2014 ��s»�,�� MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE / COMPARISON CHART Address: 149 NW 105 St MIAMI SHORES FL 33150 Permit No. Opening ID Window, Door or Mullion Product Acceptance # Product Approval Design Pressure Opening Design Pressure Rough Opening Size Shutter Required Yes / No Mullion Required Yes / No Impact Yes / No 1 WINDOW FL7067.2 +60.0 -60.0 +40.1 -43.4 109 7/8 x 491/2 NO 1 x 3 YES .�. 2 .�. FL7067.3 +60.0 -75.0 1( -53.6 72 3/4 x591/4 .j. 3 �, � � � � � 1 �, FL9520.1 .�. 4 .(. FL7067.2 +60.0 -60.0 .j. �. 98 5/8 x 591/4 .�. y 5 .j. FI -7067J .� .f. .�. -43.4 72 7/8 x 491/2 .(. .� 7 �. FL7067A .L •l• •l• 1l 613/8 x 481/4 .�. PFL9520.1 .�. 9 01.1V FL16177.1 +70.0 -70.0 .l• -53.6 35 3/4 x 37 W ;@woos •10 -goes 41 •• •••••• • • • • •••••• •••• • •• • • 14 • • . ••• •••••• 16 • ':"': • 17 18 19 20 21 22 �2324 Florida. Building Code Online Page 1 of 2 ✓. - _ - - -� SCIS Nome : Log In ' User Reg&batlon Hot Topks Submt Surcharge Stats & Fads Publications, FBC Staff . SCIS Sta Map Links Search 3usines4 Product Approval PCo essdal USEWPuWlcUser l ay Tic -11 — - Product Aooroval Mang,> Product or Aonlication search > Avocation List > Application Detail FL # FL16177 Application Type New Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 miafevre@cws.cc Authorized Signature Michael LaFevre mlafevre@cws.cc Technical Representative Brian Tenace Address/Phone/Emali 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Cal Ledy Address/Phone/Emall 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 cledy@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 10 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Lucas A. Turner developed the Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 05/17/2016 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence • • • • COI:"IBe CWS -812A - 1 Irn 53 • N IIIAno • •• ••• •• • • • •• Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSAj101/I.S.2/A440-08 2008 • • ASTk1%13OQJO4 • • • • • 2004 • • • • five; Pa1.889.05 • • • 2005 • •• • • •• • • •0 http://www.floridabuilding.org/pr/pr app_otl-asox?]pa;aqoi ;vrtiEtlXowtOgvy£4ngAXh10y... 4/18/2013 ...... . •... ... . . . ••• 0 0 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Page 2 of 2 ASTM E1996-06 2006 PA TAS 201/202/203 1994 Product Approval Method Method 1 Option D Date Submitted 01/31/2013 Date Validated 02/18/2013 Date Pending FBC Approval 02/26/2013 Date Approved 04/09/2013 Of Products FIL Imodel, Number or Name Description 16177.1 SH -8100 PVC Single Hung SH -8100 PVC Single Hung Imp9ct Resistant window. L m of use Installation Instructions Approved for use in HVHZ: Yes FL16177 RO II CWS -812A (SH -8100. Impact. 5363. i Approved for use outside HVHZ: Yes NoSillAncb1od Impact Resistant: Yes Verified By: Lucas A. Turner 58201 Design pressure: +70/-70 Created by Independent Third Party: Yes Other: SH -8100 PVC Impact, Ma). FI. size 35, no sill Evaluation Reports anchors required. Safety gla2ing required on outer lite FL16177 RO AE DuPont PVB NOA 11-0624 01.pd� FL16177 RO AE EvalRep CWS -812A [SH -8100, Impact. above 30 ft. in HVHZ. 53x63 NoSillAnchl.ndf FL16177 RO AE Mikron NOA 11-0830 09.odf Created by Independent Third Pa : Yes Contact Us :: 1940 North Monroe %T—eat. Tallahasee FL 32349 Phone: 850-487-1824 The State of Florida is an AA/EEO empww. Comrrioht 2007-2010 State of Florida.:: Privacy Statement :: Acmssibl6ty St AwneM :: Refund Statement Under Florida law, emaq addresses are public rewrds. If you do riot want your e-mail address released in response to a public -records necluest, do not Send electronic mall to this entity. Instead, cnntect the office by phone or by traditional mail. If you have any Questions, please content! 850.487.1345. 'Pursuant to Section 455.275(1), Florida Stabrtes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emall address if they have one. The emalls provided may he used for official communication with the Ilmnsee. However emall addresses are pubilc record. if you do not wish to supply a personal address, please provide the Department with an emall address which can be made available to the public To determine if you are a licensee under chapter 455, F.S., please did! here . Prodnot Approval Acceptst KAME10 •• ••• • • • • • •• • •• • • • • ••• • • • ••• • •• ••• • • • •• • ••• • ••• • ••• ••• • • • • • • • • • • • • • • • • • • • •• • • •• • • •• ••• • • • • ••• • • http:/lwww.floridabuilding.org/1rt/pr app dtl.aslpc?uarMEVXjwtil f4ngAXh10y... 4/18/2013 . ...... . .... .... . . .... . TURNER ENGINEERING & CONSULTING, INC. 2080 Mauve Terrace North Port, FL 34286 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 812A January 3, 2013 Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 517/8" x 61 3/4" unit size, +/-70 PSF, no anchors in sill Manufacturer: Custom Window Systems, Inc. 1900 SW 40 Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4). This product complies with the requirements of the Florida Building Code including the HVHZ. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -812A, signed and sealed by Lucas A. Turner, P.E. 2) Test Report NCTL-210-3815-1A, -2, and -2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201/202/203-94, ASTM E 1886-02/04/05,1996-02/04/06/09, and AAMA,/WDMA/CSA 101/l.S.2/A440-08 3) Supplemental Calculations to support CWS -812A, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS -812A. Limitations of Use: This product. • May be used in O/X configuration in sizes and with max. glass DLO heights as shown in CWS -812A • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 7/8" Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite (Tempered required above 30 ft in HVHZ) — Air — 5/16 Laminated (l/8Ann-.090PVB- 1/8Ann) inboard lite • Requires Dupont PVB Interlayer per Miami -Dade N.O.A. 11-0624.01 • Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A. 11-0830.09 Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. .. .,1, ,•' '^��h•h.✓ yam,„ •• r ••� •• • • • •r • —qTAI FE or - Lo o 1/3/2013 Lucas A. Turner, P.E. FL PE #58201 Lucas Tumer • • • .. •.. 2013-01-03 13:41-05:00 . ..... . ... ...... . . . .. .... . . . .... . OVERALL FLANGE TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.....I •110 2 GLAZING DETAIL.................................3 0000 • •• :0000 EXTRUSIONS & B.O.M................... -.... • • • INSTALLATION DETAIL ........................ 6,7 0:000 0000•• • • • • • • 0000•• 0000• 0000 e• s• 006:64 sees 0"06 • 000.0• sees 0 •sees •:esees •gee • •eeeee • • 0 0000 • •• see••• • TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.....I ANCHOR SCHEDULE & NOTES .......... 2 GLAZING DETAIL.................................3 SECTION VIEWS..................................4 EXTRUSIONS & B.O.M................... -.... 8 INSTALLATION DETAIL ........................ 6,7 61314° I LININ I 303/18• t N1AX 9R8H HEIGHT 1Ell - 53 118" MAX OVERALL FLANGE WIDTH 71W MAX UNIT W 711116' GLASS D 9 1.1 — 46111W — GLASS DLO 46 3W MAX SASH WIDTH SILE IMPACT) PVC IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "01X". -IMPACT: PVS SASHAMPACT HOOK 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E4=-04. t ` S. ANCHORAGE: THE 33 IM% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 6 & 7 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 2613116' GLOSS 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB, e. SERIES / MODEL DESIGNATION SH -6100. 9. 1X OR 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED I TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK AND FRAMING IS 17�, RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. GLASS DLO 10. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X - OPERABLE SASH; 0 = FIXED SASH /Aj I il.SE ELEVATIONCALLOU N A SIMLARLOCEQUAL SPLIT ELEVATION APPLY TO ALL C N PRESSURE RATING *7d PSF Lucas Tumer 2013-01-0313:40-05:00 �- PROPRIETARY AND COMWSkrrm.L 113/2013 THE INFORMATION CONTAINED IN TMS DRAMNO IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC, IS PROHIORED. LUGASA. TURNER, FL P.E., 68201 I A IRECONFIGURED 912012 1 10/18/12 w -c yv�y WTNMMS&v DOORS NW aa:09 �' 1900 SW 44TH AVE. S * _ CALA, FLORIDA 34474 M : GENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT STATE OF T 4r %ris. L. 8100 LRAWN BY: LLP BAT ATI' 06/18/2012 g' ••A• " SS�� PVC SINGLE HUNG NTS CWS -81 r©NA;S0a. nsv.LEre�a: A )GCT. 1 OF 101!2° MAX O.C. SPACING (TYP.) •••• . •.... NOFES: • • • • 1. INSTALL CNE ANCHOR A'r;A; M:ATION AS SHOWN. NO ANCHORS REQUIRED IN SILL e- SEE NOTE 2 6' MAX. S' MI L MA �►I�——�I f MAX I I � I I 1 I I I I I I rJ-- NO ANCHORS REQUIRED IN SILLiio A 2. SHIM REMJ� T EACH iftt RIPTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1W FOR MASONRY OR /WC YOUT - !EQUAL SPLIT) WOOD, AAI[i'I"POR META � gI;9{iVS WHERE SPACE GREATER THAN 1/161S PRESENT. �CRFIB� IFIb� not n to FRaaE 3. LO HIM SFfAWa9� CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SWIMS ARE NOT ALLOWED. 3116" DIA. ELCWLT CONWIA✓IONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114" INTO MASONRY THRU POD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21/2", IN ANY DIRECTION, SHALL BE ACHIEVED, EDGE WI TANCrQP"RE AN 9FIALCBE_81 BE OF SUFFI EYED IN CII D T LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8' INTO2 BY WOOD BUCK. A MINIMUM :mO•••• S. #10-1617 W TEKS ANCHORS Ulf BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMP_N1' THRU METAL WALL THICKNESS. • 7. ALL INN:MAJON ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS, S. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE NTH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. LUCAS A- TURNER, FL. P.E., 53201 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF Gm0.55 (SOUTHERN PINE OR GREATER) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3162 PSI. C. MASONRY- STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. ALUMINUM -1/6' THICK MIN., e06376 MIN. L STEEL -.OW' THICK MIN., 33 KSI MIN, 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS � FMAIAAMA 100 (FIN WINDOWS); PROPRETARYANDCOWDENTAL f9 FMAlAAMA 200 {FLANGE WINDQWS}, THE IWORMATON CONTAINED IN THIS DRAWING IS THE SOLE PRGPERTY OF CUSTOM FM APAIDMA 250 (BOX WINDOWS), WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE FMAIAAMANVDMA 300 (EXTERIOR DOORS). WRITTEN PERMISSION OF CUSTOM WPIDOM SYSTEMS, INC. 18 PRO WTED. INSTALLATION -ANCHORS (TYP) 11 718" OVERALL - 718" OVERALL IW ANNEALED OR TEMPERED 118" ANNEALED OR TEMPERED 7118" AIRSPACE 7118" AIRSPACE EMS* LAMINATED 5116" LAMINATED 118" ANNEALED 118" ANNEALED ,086° DUPONT PV3 INTERLAYER .OBC° OUPONTPVB INTERLAYER 118" ANNEALED 118' ANNEALED SIKAFLEX 552 OR PURFECT GLAZE "H" d SIKAFLEX 852 OR PURFEGT GLAZE "H" t i 1 1 ; 1/2" CLASS SITELu 112" GLASS SITE • 1� Q • "" FIXED LITE (EQUAL SPLIT) SASH LITE .... ...... LUCAS A. TURNER, FL. P.E., 58201 A RECONFIGURED 812012 10/15/12 aN o, �,.v�G l; n� S •.� P,nW..mow wiNvowS ffi Do{)2s No 58201 til : 1900 SW 44TH AVE. CALA, FLORIDA 34474 a: GLAZING DEATAIL• LARGE MISSILE IMPACT STATE OF ".14 *'H __"�810006/1812012 It 13THE RJFORMATIONCOWAINED IINNTHISDRAWNGI8THHE CO BOLE PROpERTV OF CUBO Or �'��j."OR+a. 4�`��, L' PVC SWGLEHUNG ' A � 7V.:CWS-812 NnibRRTEN PERMI551 0 9 M. ANY TOM WINDOWSYSTEM9ODUCTIONIN NC�IS PROFABR@.IOUT THE 1"/�sON{�" ++' eEV. LETTER: A7' 30F7 • 0000• • 0000• • • • 0000• 0000 0000 • 0000• • 0000• 00.000 45 3 INTERIOR 3 1 13 3 4 4 .oma � 38mm 1. p ® 4.�: 14 EXTERIOR 8 35 54 a 3 15 y 19 EXTE RIOR 1 TTERIOR 3 4 1 4 39 6 SECTION B -B 1 NOTE: LEFT SIGE SNOWS FIXED LITE fl!TA,+p;nY, RfC.FIT .51.:?E 6NOtN5SASH CIII •� 8 • •••• •: • • 8 . • • I{ 0000 53 . • • •• •:,!� • • • • • 4B • • • • • 10 NOTES: ITEMS 20, 25, 26, 36, 37, 44, 51, 52, • • 16 55, 56, 64, 67, 68 ARE USED BUT NOT SHOWN • • • • • • • FOR CLARITY. 82 • • u' cl• 36 • ••• • • y 1!4" ••fig 8 •••Z•• • • • 30 3 0 LUCAS A. TURNER, FL. P.E.. 58201 q RECONFIGURED 912012 10/16112 3 4 y�a�`'FNL5R�14'�Ti°i J .$ECTIONA-A 5 nl I- 'I. :�sQx`Qsa<L (EQUALSPLIT) y�G¢ bey CS •;p7�,'� 111INDOWS&DOORS at N9 55201 '.1) & 1904 SW 44TH AVE. CALA, FLORIDA 34474 =,a :'07 N'ESECTION VIEWS EQUAL SPLIT, LARGE MISSILE IMPACT bhyy "' GTATE or : �r PROPRIETARY AND CONFIDENTIAL 1/312013~lit* R` � II"'. .,+ . i; 6100 � F BAT 06/1812012 OND0THE N YSTEMSINCFCLLSWRiOVNOTW`3YSTEMS,ORASSPHOLETF_OHOfING IS THE SOL- PROIFERTY OF f, IHE .....Pjf�r't1� PVC SINGLE HUNG _� NTA `yO .r�•��CWS-812 PiC,4 OF 7 • 4 • e 0000•• • • • •0000• 00.00 0000• •00.0• • 0 0000•• •• • 0000•• item# Part# Descrlptlon Vendor Material . 1 H-6031 Main Fr., SH, w/Fig., PVC, Head Mrkron Vinyl 2 H-6031 M97 Fr., $H, w/Flg., PVC, S11 Mikron Vinyl 3 H-6031 Main Fr„ SH, w/Flg., PVC, L. Jb. Mikron Vinyl 4 H-6031 Main Fr., $H, w/Fig., PVC, R. Jb. Mikron Mnyl 6 S-1577 impact Hook Keymark Num 6 H-6027 ash Meet. Rail, PVC Mikron Vinyl 9 H-1497 Relnf. Sash Meet. Rail Keymark Num 10 H-6028 Snah Bottom Rail, PVC Mikron Vinyl 12 H-6004 Sash SldelTaplBot. Rall Mikron Vinyl 13 S-1498 RelnT. S.B.R. .S. 14 S-6064 Glx Bd., 718",Fxd„ Horiz Mikron Vinyl 15 S-6064 Glz Sd., 7J87xd., Vert, Mikron Vinyl 16 5-6064 GIz 8d., 718",Sash, Horiz. Mikron. Vinyl 17 S-6064 GI? 8d., 718",Sash, Vert Mikron Vinyl 18 S-6013 Scrn. Adapt., w/Nib, PVC, Horiz Wren Vinyl 19 5-6014 jScrn, Adept. PVC, Vert. Mikron Vinyl 20 S-6029 Sash Stop/Filler, PVC, Vert, Mikron Mn 23 H-1699 Reinforcement, SBR Keynnark Num 24 P-2190 Balance BSI 25 P-3059 Sash Cam, PVC BSI Plastic 26 P-3048 Take Out Clip BSI SS 27 PLock, Impad, PVC Interlock 28 P•108 Keeper impact, VC Interlock zamac 30 - 215 Weep *over W pap Geer Plastic 32 P -342y Wetp., U. 7 x 1:11 ack FinSeal, Gray Ultrafab 33 �1A Alsip., 0.270 x,18 back Fin6eal, Gray Uhrafab 34 P-34 Wstp.; .270 x.181 back In Seal, Gray Ultr®fab 35 •P-3429 Wstp., . 8 back FinSeal, Gray Ultrafab 36 P-3429 Watp., 0.270 x.187 back FinSeal. Gray Ullrafab 37 • -4 #8x2- N% Truss, Type ATEK 2 Faslanal Steel $8 •l•3i66 #8 x0j§2jp1bMS Hub City Steel 39 P-405 W #8 x1.250,Ph FH TEK, Wht. Hub City Steel 40 •e fall4%W 48x3 I#6 Head. TEK, WIT. Hub City Steel 44 • P-33*2 Seam FiI Schnee 45 P4752 Cap Plug, 1)2" Hole M&M Nylon 47 P-3438 Slkart rfect Glaze "H" Sika/Henkel 48 •0P-9352 Set W* GYr. 1/8"x5/8"x2"Lg, F. Lowe Rubber Si- 1 TemporaryLN, (NFRCJDP 52 P- 613 CWS bl. Pro Label 53 Salle See Ujazing UWrt pg. ) 54 • 711 See Glazing Charl (pg. ) 56 P-3281 Spacer Duraseal 62 P-3218 Screen Frame,.Hodx Almetal Aum 63 P-3218 IScreenFrame, Vert. Almetal Aum 64 P-3321 18creenFlIame Comer Key Almetal Plastic 65 P-3581 IScreen Croth, f 8 x 16 Fiberglass Bettervue Fiberglass 66 P-3228 18creen Spline, .155 Dl a., Blk. Dapa Vinyl 67 P-3029 IScreenPllllTab Summit Aum P-3033 Screen Spring, Green S 70 P-3113 Screw Suppaltfor PVC T. Plastics Nylon . 71 H-1636 Aum. Fixed Rail Keymark Aum 72 8.6063 Cover, Fixed Rall Mikron Vinyl 73 5.1112 Reinforcement, Impact Hook Keymark Plum 74 P-3541 #8 x 112' Pan Head, TEK Fastenal I Steel ITEMS 5, 21, 22, 29, 31, 41, 42, 43, 49, 50, 55, 57-61 ARE 2 PVC FRAME FLANGE -6031 314" 3 151116" 1!18" ; REINF., S.B.R. -1699 ALUM 8063-T6 2 3/13, 1 15!16" vie•' 8 1/16" 1 5/8" 1 5/8" ��i 10 PVC SASH MTO. RAIL -6027 PVC SASH HTM. RAIL -11I 1 2 118" ALUM. FIXED RAIL- 1636 ALUM 6063-T6 112" 1 1f8"�{ 1 1 1 118" -+i111 a" -� 1118„ PVC SCREEN SUPPORT -8014 PVC SCREEN CATCH -6013 1116" 12 1 5/8' 1-0-1 PVC SASH SIDE RAIL -6004 ft", 1 k•�911e" PVC FIXED RAIL COVER - 6063 0 3/le"_Fii�i O 1lt 7/8 161161, PVC SASH STOP -6025 13 vie" REINF. S.B.RJS.SA - 1498 ALUMt6063-T6 114" 070" 718" jjj 14 1 �6 1 }�rl I 5181, 9 REINE. SASH MTG. RAIL -1497 ALUM 6063-T6 0 WELD (ALL 44 37 LFIX.ED MEETING RAIL SCREWED TOGETHER WITH OUTER FRAME �•- -3" •� ,x112" 3'1G' ' 1116" PVC GLAZING BEAD -6064 'I 718"5. f+151t6 SCRE'JVSUPPORT -3113 LUCAS A. TURNER, FL. P.E., 5820T A RECONFIGURED 9/2012 10/18/12 IMPACT HOOK -1577 1+718"�•{ ALUM 6063 -TB �_ 3 1116" REINFORCEMENT, IMPACT HOOK- 1112 ALUM 6063-T6 PROPRIETARY AND CONFIDENTIAL 1/3/2013 THE INFOPMATIOH OONTAiNED P4 THIS DRAWING ISTHE SOLE PROPERTY OF CUSTOAA L"✓IfJDG'A•SYSTEMS.[NO. ANY R�RODUCTION IN PART OR AS A1NIaOLF WITHOUT THE WRITTEN PERMISSIO4 OF CUS:OM WINDOW SYSTEMS; INC. IS PROHIBITED. `1�itf��R��rrlffff yti0",."NG 1=78 ,$�4 �+'OfIS • S<` v No 58201 «-r - r `+ az 7 a, STtiTE 0F� "iQ'�1° Air 0• . �1 `•. 1 v �• mays '4 CL`s �f -rtfftrfli lLy41�L 1-likINDDIOS& 1900 SW 44TH AVE. OCALA, FLORIDA 34474 :ITL EXTRUSIONS I B_O.M. LARGE MISSILE IMPACT � 6100 " BAT 06/1812012 "' ..I..�. PVC SINGLE HUNG '' 'x"' NTS "CWS -g12 si::':'. !"...i.".-: A "'EII 5OF7 SEALANT BETWEEN SUCK AND OPENING BY OTHERS 2-U2„ (MIN EDGE DIST.) [O] � CONCRETE/MASONRY b P• P P • • P . BY OTHERS EXTERIOR FINISH -may,•' �.�'^� BY OTHERS PERIMETER SEALANT BYINSTALLER SEALANT BEHIND FLANGE BYINSTALLER [ WINDOW FRAME HEAD � IM ••f• f • a f . f sees •• f• • • • • sees sees•• ,INDOW FRAME---�� •f••••ILL•f•.\ • sees • 0006•• sees ••f••f SEA'x B�HIIRD FLANGe�ele BY INS ecAI nn BY INWALLERf EXTERIOR FINISH BY OTHERS INTERIOR FINISH INTERIOR FINISH BY OTHERS BY OTHERS CONCRETPJMASONRY BY 0TH ERS INSTALLATION ANCHOR, 3116" DIA MASONRY SCREW wIWASHER THRU SCREW SUPPORT . [C] 1 114' a. o.. (MIN EMBEDMENT) [C] Z= (MIN EDGED IS 1 BY BUCK BY OTHERS [A] 114" MAX SHIM [B] INSTALLATION ANCHOR, 3116" DIA. MASONRY SCREW w/WASHER THRU SCREW SUPPORT [D] T.) 1J4„ 1MIN. EMBEDMENT [C] 114" MAX SHIM • • A • C [B] •4• �A• • , i � • A A II 1 BY WOOD BUCK �/ BY OTHERS J/ [A] EXTERIOR F]NISH BY OTHERS f€T\ HDRtZON7AL SECTION FRAME(MASONRY) h 3i8,• MIN. (D] 1/4" MAX. SHIM ---j [BI SEALANT BEHIND FLANGE SEALANT BEHIND BYINSTALLER BYINSTALLER PERIMETER SEALANT PERIMETER SY]NSTALLER BYINSTALLI INTERIOR FINISH 8Y OTHERS p [L. MIN. EDGE DIST. s A e p ' INSTALLATION ANCHOR, ' y • S10 WOOD ANCHOR vONTEGP,ATED WASHER p' p'THRU SCREW SUPPORT ID] 2 BY WOOD BUCK BY OTHERS [A] SEALANT BET!•✓EEN BUCK AND OPENING BY OTHERS EXTERIOR FINISH BY OTHERS ®HORIZONTAL SECTION FRAMB(WOOD) WINDOW: FRAME CONTINUOUS DOUBLE 3116" BEADS OF TRFMGLA7F 01600 SEALANT SILL .OR EQUIVALENT AROUND PERIMETER AT ALL INDICATED POINTS BETWFFN �i FRAME AND BUCK BY INSTALLER. SEALANT BEHIND FLANGE BYINSTALLER 114" MAX. SHIM PERIMETER SEALANT (Bl BY INSTALLER REFERENCE NOTES; EXTERIOR FINISH° . ° • ° • e ° D (A] SEE NOTE 9, SHT 1 BY OTHERS y D p D e D4 •D, D [C] BEE NOTE SEE NOTE 2�4. BHT 2 CONTINUOUS DOUBLE 3116" BEADS OF s ° D + D ° [D] SEE NOTE 5, SHT 2 TREMGLAZE U1600 SEALANT AROUND ° D ► e D ° D ►' D a• s D PERIMETER AT ALL INDICATED POINTS D ' ► ° ' ° D • D D D D D D D BETWEEN FRAME AND BUCK BY INSTALLER. s v D , ° D ► • ° . ► ' ° ° e 114" MAX. SHIM D • v ° D ° D p De De Dap° D . r D . �[B) p �t` P• •P•p.4 :• ••P sD P.P•P• P. .O•P. I • �•P• � b A � bP A• • p i • a P a P •a ; • P • i• P . • b • • P � • • CONCRETEIMASONRY BY OTHERS HIGH STRENGTH 1 STRUCTURAL VERTICAL SECTION GROUT BY OTHERS/ F BY OTHERS win "nm — LUCAS A. TURNER, FL. P.E., 58201 -SILL STOOL .1ILt�t;ilrf BY OTHERS ALTERNATE PRECAST SILL DETAIL `%<<"k[oP1F?EFgv I�jJJf USE SOLID WOOD FRAME(MASONRY) ti'.� .•'�GI�JS'•.,T JJi SUPPORT TO MAKE SILL LEVEL BY OTHERS ' I. PROPRIETARY AND CONFIDENTIAL 1/3/2013 TMIE INrOR4gATION CONTAINED IN THI S DRA'NING IS THE SOLE PROPERTY OF CUSTOIA WINOVAl SYSTEMS, WCC AMY Rs.'gc,,DIY'TION IN PART OR AS APhiOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, ENC. IS PROHISfTEG. 1 BY WOOD BUCK �/ BY OTHERS J/ [A] EXTERIOR F]NISH BY OTHERS f€T\ HDRtZON7AL SECTION FRAME(MASONRY) h 3i8,• MIN. (D] 1/4" MAX. SHIM ---j [BI SEALANT BEHIND FLANGE SEALANT BEHIND BYINSTALLER BYINSTALLER PERIMETER SEALANT PERIMETER SY]NSTALLER BYINSTALLI INTERIOR FINISH 8Y OTHERS p [L. MIN. EDGE DIST. s A e p ' INSTALLATION ANCHOR, ' y • S10 WOOD ANCHOR vONTEGP,ATED WASHER p' p'THRU SCREW SUPPORT ID] 2 BY WOOD BUCK BY OTHERS [A] SEALANT BET!•✓EEN BUCK AND OPENING BY OTHERS EXTERIOR FINISH BY OTHERS ®HORIZONTAL SECTION FRAMB(WOOD) WINDOW: FRAME CONTINUOUS DOUBLE 3116" BEADS OF TRFMGLA7F 01600 SEALANT SILL .OR EQUIVALENT AROUND PERIMETER AT ALL INDICATED POINTS BETWFFN �i FRAME AND BUCK BY INSTALLER. SEALANT BEHIND FLANGE BYINSTALLER 114" MAX. SHIM PERIMETER SEALANT (Bl BY INSTALLER REFERENCE NOTES; EXTERIOR FINISH° . ° • ° • e ° D (A] SEE NOTE 9, SHT 1 BY OTHERS y D p D e D4 •D, D [C] BEE NOTE SEE NOTE 2�4. BHT 2 CONTINUOUS DOUBLE 3116" BEADS OF s ° D + D ° [D] SEE NOTE 5, SHT 2 TREMGLAZE U1600 SEALANT AROUND ° D ► e D ° D ►' D a• s D PERIMETER AT ALL INDICATED POINTS D ' ► ° ' ° D • D D D D D D D BETWEEN FRAME AND BUCK BY INSTALLER. s v D , ° D ► • ° . ► ' ° ° e 114" MAX. SHIM D • v ° D ° D p De De Dap° D . r D . �[B) p �t` P• •P•p.4 :• ••P sD P.P•P• P. .O•P. I • �•P• � b A � bP A• • p i • a P a P •a ; • P • i• P . • b • • P � • • CONCRETEIMASONRY BY OTHERS HIGH STRENGTH 1 STRUCTURAL VERTICAL SECTION GROUT BY OTHERS/ F BY OTHERS win "nm — LUCAS A. TURNER, FL. P.E., 58201 -SILL STOOL .1ILt�t;ilrf BY OTHERS ALTERNATE PRECAST SILL DETAIL `%<<"k[oP1F?EFgv I�jJJf USE SOLID WOOD FRAME(MASONRY) ti'.� .•'�GI�JS'•.,T JJi SUPPORT TO MAKE SILL LEVEL BY OTHERS ' I. PROPRIETARY AND CONFIDENTIAL 1/3/2013 TMIE INrOR4gATION CONTAINED IN THI S DRA'NING IS THE SOLE PROPERTY OF CUSTOIA WINOVAl SYSTEMS, WCC AMY Rs.'gc,,DIY'TION IN PART OR AS APhiOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, ENC. IS PROHISfTEG. p �t` P• •P•p.4 :• ••P sD P.P•P• P. .O•P. I • �•P• � b A � bP A• • p i • a P a P •a ; • P • i• P . • b • • P � • • CONCRETEIMASONRY BY OTHERS HIGH STRENGTH 1 STRUCTURAL VERTICAL SECTION GROUT BY OTHERS/ F BY OTHERS win "nm — LUCAS A. TURNER, FL. P.E., 58201 -SILL STOOL .1ILt�t;ilrf BY OTHERS ALTERNATE PRECAST SILL DETAIL `%<<"k[oP1F?EFgv I�jJJf USE SOLID WOOD FRAME(MASONRY) ti'.� .•'�GI�JS'•.,T JJi SUPPORT TO MAKE SILL LEVEL BY OTHERS ' I. PROPRIETARY AND CONFIDENTIAL 1/3/2013 TMIE INrOR4gATION CONTAINED IN THI S DRA'NING IS THE SOLE PROPERTY OF CUSTOIA WINOVAl SYSTEMS, WCC AMY Rs.'gc,,DIY'TION IN PART OR AS APhiOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, ENC. IS PROHISfTEG. PERIMETER SEALA BYINSTALLER SEALANT BEHIND FLA BYINSTALLER WINDOW HEAD [D] 5" MAX. SHIM ..._LATION ANCHOR, I0 SCREW •••• • • • t ••�• {{ • INDOW • • { • ILL • SEPRANV BEHIND FLANGI • BY INSTALLERa PERIMETER SEALANT BYINSTALLER TVERTICAL SECTION 116" MAX. SHIM 1� PERIMETER SEALANT— BYINSTALLER SEALANT BEHIND FLANGE BYINSTALLER INSTALLATION ANCHOR, #10 SCREW [G1 WINDOW FRAME JAMB HORIZONTAL SECTION 7 REFERENCE NOTES: CONTINUOUS DOUBLE 3116" BEADS OF TREMGLAZF U11300 SEALANT OR EQUIVALENT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN [A] SEE NOTE 9, BHT 1 FRAME AND BUCK BY INSTALLER. {B] SEE NOTE 293, BHT 2 [C] SEE NOTE 6, SHT 2 [D] SEE NOTE 9, SHT 2 118" MAX. SHIM [D] LUCAS A. TURNER. FL. P.E., 58201 PROPRIETARY AND COWIPENTWL 1/3/2013 ,HE INFORMATION CCNTAINEO lid THIS DRAWING IS THE SCLr. PROPERTY OF CUSTOI•A WINDOl I SYSTEPAS. INC. ANY REPRODUCTION IN FART OR AS A WHOLE WITHOUT THE WRITTEN PERIAlSSIONOFCIISTOM WINDOW SYSTEMS.INC IS PRCHIBITED. 0 I Florida Building Code Online Page 1 of 3 B 3 Gi h :vtr BCLS Home Log In User Registration Nat Topics Submit Surcharge I Stats & Facts PubRcations r -BL staff I BCIS Site Map UnVs Search SIC1�5�� ProfeJJic' )dal s� PublUCt �Pr oval 111il1,1,,,,1;1,;,1 Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL7067 R4 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre@cws.cc Authorized Signature Michael LaFevre mlafevre@cws.cc Technical Representative Brian Tenace Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenaceC@cws.cc Quality Assurance Representative Jeff Thompson Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 221 jthompson@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect. Name Who developed the Evaluation Report Florida Incense Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Staq f d) • • Equivalence of Product Standards • : : • • Certified By • • Lucas A. Turner PE -58201 Keystone Certifications, Inc. 07/21/2020 Steven M. Urich, PE ^fl Validation Checklist - Hardcopy Received FL7067 R4 COI EvalRep CWS -157B (HS -8200 IMPACT),pdf Siendard : : • • • Year •WJ*WDMWA Q1/I.S.2/A440-05 2005 • A.j M` i 1!30;-n: • • • 2004 ASTM E1886-02 2002 ASTM E1996-02 2002 WT"2*01/202/9203 • • • 1994 • • •" • • • ••• • • • • ••• • • http://www.floridabuilding.org/pr/pr app_dtl•aspx3par nywfT �JX�w q�vmjvmzsg39J... 2/27/2014 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/12/2011 Date Validated 12/16/2011 Date Pending FBC Approval 12/22/2011 Date Approved 01/31/2012 Summary of Products 1 FL ## 1 I Model, Number or Name Description Page 2 of 3 `7067.1 I HS -8200 Vinyl Horizontal Slider [ HS -8200 Vinyl Fig/Fin Horizontal Slider (Impact) 74x54, XO. [ Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7067 R4 II CWS -157B (HS -8200 IMPACTI.12 Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 74x54, DP = +/- 60 psf, (Impact). FL7067 PA AL DuPont PVB NOA 11-0624 OLodf F'L706-7 F4 AE EyaIReD CWS -1578 (HS -S200 IMPACT.).Ddf 1-7067 F:4 Al" MIkron NOA 11-0830 09.Ddf Created by Independent Third Party: Yes 7067.2 1 HS -8200 Vinyl Horizontal Slider 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, +1- 60 psf. HS -8200 Vinyl Fig/Fin Horizontal Slider, Impact, 111" x 631, XOX. Installation Instructions FL7067 R4 H CWS -232B (HS -8200. XOX. IMPACT),Ddf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AL- DuPont PVB NOA 11-0624 01.Ddf FL7067 R4 AE DuPont SGP NDA 11-0624 02,pd 1 4-7,167 R4 AE EvalRgp CWS -2328 (HS -8200. XOX. FL7067 R4 AE, jikron JOA 11-0830 09 pdf Created. by Independent Third Party: Yes 7067.3 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Fig Horizontal Slider, 73" x 62", XO or OX. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7067 R4 Il CWS -399A (HS -8200. 73x62. 75DP., IMPACT).Ddf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Lucas A. Turner 58201 Design Pressure: +60/-75 Created by Independent Third Party: Yes Other: Large Missile, 73" x 62", DP = + 60, - 75 psf, Evaluation Reports . Impact. FL7067 R4 AF ?uPont SGP NOA 11-0624 02.Ddf FL7067 R4 AF:FvaiRep CWS -399A (HS -8200 73x62, 75DP IMPACT).pai, FL7067 R4 AE Mikron NOA 11-0830 09.oddf Created by Independent. Third Party: Yes 7067.4 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider Impact w/ Alum. MR. Impact Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7067 R4 II CWS -186B (HS -8200. 72x63. IMPACTI.Ddf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 72" x 63", DP = +1- 60 psf, Al. FMR. FL7067 R4 AE DuPont PVB NOA 11-0624 01.adf FI -7067 R4 AE EvalReD CWS -1866 (HS -8201 72x63. IMPACT).Ddf FL70 7 R4 AE Mikron NOA 1.1-0830 09. df • • • • • • • • re ted Independent Third Party: Yes Contact lis :: 19VNorth tvaw 5t qr TallahasjA r.L 32369 Phone s5o: 8Z3a24 The State of Florida is an AAfEEO employe• Cooviaht W07�OISStat•of Flor ate: FWvacv gtatement :: A cessibiLty S "m :: Refund Statement • •• • • •• • • •• Under Florida law, snail addresses are publ: recoAs. If you do Ibt mn;our a -mail Wdrese r len cl in rzsponse to a public -records request, do not send electronic mal to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.4871395. *pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communicat4on with the licensee_ However email addresses are public record. If you do riot wish to • h .//www.floridabuildin .orgJPr/ r _ •• • • �• • • • • • •• _a�Patl. Px�Paum-"GEV• wtD vmJvMZS 39J... 2/27/2014 Florida Building Code Online Page 3 of 3 supply a personal address, please provide the Department with an email address which Can be made available to the public To determine if you are a licensee under - Chapter 455, F.S., please click here , Product Approval Accepts: . Rd - • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • htt://www.floridabuildin .or / r/ r a •;tI.;s* x; ar n -4(V\6; wtD vm vMZS 39J... 2/27/2014 P g g P p PP_ p P Q 4 J � Lucas A. Turner, P.E., MBA 2080 Mauve Terrace North Port, FL 34286 Ph. 941-380-1574 Evaluation Report 157B December 7, 2011 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact, 74" x 54" unit size XO or OX, DP60 Manufacturer: Custom Window Systems, Inc. 1900 SW 44h Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4), using 9N-3.005 Method 1 option (d). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below, Technical Documentation: 1) Approval drawing CWS -157B, signed and sealed by Lucas A. Turner, P.R. on 12/7/11. 2) Test Report NCTL-210-3671-1, 4A, -2 and -2A, and NCTL-210-3433-2 and -2A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440- 2005,-and ASTM E 1886/1996 2002 3) Supplemental Calculations to support CWS -157B, signed and sealed by Lucas A. Turner, P.E. on 12/7/11 Installation: Units must be installed according to approval document CWS -157B. Limitations of Use: This product: • May be used in O/X or X/O configuration in sizes up to 74" x 54" unit size, with mm glass daylight sizes as shown in CWS -157B • Achieves design pressures of +/-60 psf • Is large missile impact resistant and does not require the, use of shutters • May be used in the High Velocity Hurricane Zone • Requires glazing as shown in CWS- I57B, using Dupont PVB Interlayer per Miami -Dade N.O.A. #11-0624.01 Requires outer lite in I.G. to be. safety glass when used in HVHZ above 30 ft of grade Requires Milcron rigid PVC frame extrusions per Miami -Dade N.O.A. 11-0830.09 Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do. not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. jv ... ... ... t ., 12/7/11 • Lucas A. Turner P.E. • �`� _, �T'�;'iE•�F •,,:�'�`�" FL PE#58201 Lucas A Tumer, P.E. 2011-12-07 12:57-05i®0 MAX. OVERALL FLANGE WIDTH 74" MAX. UNIT WIDTH MAX. SA386H WIDTH TABLE OF CONTENTS GENERAL NOTES 0 ELEVATIONS................1 FLANGE • • +� DESIGN PRESSURES & GLAZING... ............. 3 SECTIONS & ALT. FRAME .............................4 HEIGHT EXTRUSIONS & BILL OF MATERIALS ........... 5 INSTALLATION DETAILS..............................6.7 -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 6-7 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 8, PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE IMPACT SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. - 7. ALL FRAMES AND VENTS ARE FULLY WELDED, SMALL JOINT SEAM SEALER USED AT FIXED 509!18" MEETING RAIL AND JAMB. MAX SASH ... HEIGHT NCTL-210-3433-2, -2A (WATER) 9' SERIES I MODEL DESIGNATION HS -8200. 10. 1x OR 2x WOOD BUCK OR STUD FRAMING TO 13E DESIGNED AND ANCHORED TO PROPERLY. x • ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X= OPERABLE SASH, 0 = FIXED SASH. •• •at• MNIT•� • •• •• lFi1 f I; • • •• ••• qs 19110" • • (MASS I •ii••• OLD • • 333118" GLASS DLO 3331111" GLASS DLO "01X" & "X10° MAX. SIZE DESEG P NG k80 TABLE OF CONTENTS GENERAL NOTES 0 ELEVATIONS................1 ANCHOR SCHEDULE AND NOTES...............2 DESIGN PRESSURES & GLAZING... ............. 3 SECTIONS & ALT. FRAME .............................4 EXTRUSIONS & BILL OF MATERIALS ........... 5 INSTALLATION DETAILS..............................6.7 ME m PVC IMPACT REQUIREMENT LuWe A.' rner, P.E 2011-12-07.11:43.05:00 Y� PROPRIEfARYAND CONFIDENTIAL 12/7/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM W IItDOw SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 13. WEEP SLOTS =174" X 1" LOCATED 4"'FROM BOTH ENDS A. TURNER. FL P.E. 1109120 �';: N7NUOWS &DOORS 900 SW 44TH AVE. KALA, FLORIDA 34474 GENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPAC -f2t 8200 " "3r ADE "E 3/15/201 PVC HORlZ. 5LIpER NTS NO.! CWS -1! 1 OF 7 r EV 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: "OX' OR "X/O" 4. DESIGN PRESSURE RATINGS. 1 -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 SHEETS 6-7 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 8, PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE IMPACT SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. - 7. ALL FRAMES AND VENTS ARE FULLY WELDED, SMALL JOINT SEAM SEALER USED AT FIXED 509!18" MEETING RAIL AND JAMB. MAX SASH S. REFERENCE TEST REPORTS: HORIZONTAL SLIDER "OIX", "XIO": NCTL-210.3671-1,1A, 2,2A, HEIGHT NCTL-210-3433-2, -2A (WATER) 9' SERIES I MODEL DESIGNATION HS -8200. 10. 1x OR 2x WOOD BUCK OR STUD FRAMING TO 13E 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 O STAND FOR THE FOLLOWING: X= OPERABLE SASH, 0 = FIXED SASH. 12. SECTION CALLOUTS FROM. OIX ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. LuWe A.' rner, P.E 2011-12-07.11:43.05:00 Y� PROPRIEfARYAND CONFIDENTIAL 12/7/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM W IItDOw SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 13. WEEP SLOTS =174" X 1" LOCATED 4"'FROM BOTH ENDS A. TURNER. FL P.E. 1109120 �';: N7NUOWS &DOORS 900 SW 44TH AVE. KALA, FLORIDA 34474 GENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPAC -f2t 8200 " "3r ADE "E 3/15/201 PVC HORlZ. 5LIpER NTS NO.! CWS -1! 1 OF 7 r EV 13" MAX O.C. 6" MAX (TYP) SEE NOTE 2 (TYP) 6" 6" MAX 3, A r:::(TYPj 14" MAX O.C. • • A • YALCHOR LAYOUT - (FLANGE) •RIn'�HRUrRA E(�M1ASONRYOPENFfG) ••••• 4" MAX.(TYP)� 8,. P) .C. SEE NOTE 6 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE • Ii.' 8200M C OF INSTALLATION SHALL HE DONE BY OTHERS FOLLOWING THE CURRENT PROPRIETARYAND CONDDENTWL . 1217111 8" ".., is `�f'" SWEEP LOCKS ONLY ENGAGED MAX. O.C. DURING HURRICANE. 'S'��' l i°j rtr 1C%h1A�- lAMK9 ARE LOCATED AT THE 7 .- THIRD POINTS ALONG THE FRAME WRITTEN PERMISSION OFCUSTpMWINDOWSYSTEMS,INC.ISPROMSITED. JAMB • ""''"'" B FMADMA260(BOXWINDOWS),FMAIAAMAIWDMA3O0(EXTERIORDOORS). AN • • • • • A • YALCHOR LAYOUT - (FLANGE) •RIn'�HRUrRA E(�M1ASONRYOPENFfG) ••••• 1 INSTALLATION ANCHORS TYP, 4" MAX.(TYP)� 8,. P) .C. SEE NOTE 6 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE 4" MAX. ( YT P Ii.' 8200M C OF INSTALLATION SHALL HE DONE BY OTHERS FOLLOWING THE CURRENT PROPRIETARYAND CONDDENTWL . 1217111 8" ".., is `�f'" SWEEP LOCKS ONLY ENGAGED MAX. O.C. DURING HURRICANE. 'S'��' l i°j rtr 1C%h1A�- lAMK9 ARE LOCATED AT THE 7 .- THIRD POINTS ALONG THE FRAME WRITTEN PERMISSION OFCUSTpMWINDOWSYSTEMS,INC.ISPROMSITED. JAMB 1 INSTALLATION ANCHORS TYP, C - ANCHOR LAYOUT -_(FIN) THRV NAIL94G FIN (WOOD OPENING) SWEEP LOCKS ONLY ENGAGED DURING HURRICANE, LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE_FRAME JAMB INSTALLATION ANCHORS TYP. • 1. INSTALL ONE ANCHOR AT EACH IN.4TSILVTION LOCATION. SILL ANCHOR SAME AS HEAD. • • 000000 2, SHIM AS REWD AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114-. USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. • =I-WlelD):lAELC9U BEARING SHIM�SHALL B� �t�NSTFiUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. R:CON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1(4" INTO MASONRY THRU FRAME ORTHRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 112" SHALL ER DIRECTION. 5. 910 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 13/8" INTO 2 B WOOD BUCK. A MINIMUM EDGE DISTANCE OF 718" SHALL BE ACHIEVED IN EITHER DIRECTION. B. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 112" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 114" SHALL BE ACHIEVED IN EITHER DIRECTION. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. 13 UPDATED PER 2010 PBC DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. LUCAS A. TURNER, FIL P.E. 56201 -A-[UPDATED PER NEW FBC REQUIREMENTS B. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL. ,j41Eur1+Fui/�1 NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW........... 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: �`�C�Q •" �G E 14 SF ' Q'ifi I N* WDOWS A DOORS A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0-0.55 (SOUTHERN PINE OR GREATER) v �' No 55201 rS : 1900 SW 44TH AVE. B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. * R 1 x = OCALA, FLORIDA 34474 STRENGTH CONFORMANCE TO ASTM C-90 GRADE N TYPE 1 (OR GREATER) * - 1/091201 -A.—.— =-G 6 8,. P) .C. SEE NOTE 6 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE 6 tRf E' ®F r r"p"h'•,� : Ii.' 8200M C OF INSTALLATION SHALL HE DONE BY OTHERS FOLLOWING THE CURRENT PROPRIETARYAND CONDDENTWL . 1217111 p �� yrlo ih ' 4 D R VD.,'' \ a* ".., is `�f'" �. 1'�: - VERSION OF THE REFERENCE DOCUMENTS: C - ANCHOR LAYOUT -_(FIN) THRV NAIL94G FIN (WOOD OPENING) SWEEP LOCKS ONLY ENGAGED DURING HURRICANE, LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE_FRAME JAMB INSTALLATION ANCHORS TYP. • 1. INSTALL ONE ANCHOR AT EACH IN.4TSILVTION LOCATION. SILL ANCHOR SAME AS HEAD. • • 000000 2, SHIM AS REWD AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114-. USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. • =I-WlelD):lAELC9U BEARING SHIM�SHALL B� �t�NSTFiUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. R:CON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1(4" INTO MASONRY THRU FRAME ORTHRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 112" SHALL ER DIRECTION. 5. 910 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 13/8" INTO 2 B WOOD BUCK. A MINIMUM EDGE DISTANCE OF 718" SHALL BE ACHIEVED IN EITHER DIRECTION. B. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 112" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 114" SHALL BE ACHIEVED IN EITHER DIRECTION. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. 13 UPDATED PER 2010 PBC DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. LUCAS A. TURNER, FIL P.E. 56201 -A-[UPDATED PER NEW FBC REQUIREMENTS B. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL. ,j41Eur1+Fui/�1 NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW........... 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: �`�C�Q •" �G E 14 SF ' Q'ifi I N* WDOWS A DOORS A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0-0.55 (SOUTHERN PINE OR GREATER) v �' No 55201 rS : 1900 SW 44TH AVE. B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. * R 1 x = OCALA, FLORIDA 34474 STRENGTH CONFORMANCE TO ASTM C-90 GRADE N TYPE 1 (OR GREATER) * - 1/091201 -A.—.— =-G 6 ANCHOR SCHEDULE & NOTES -LARGE MISSILE IMPACT —'"" "'"'""` 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE 6 tRf E' ®F r r"p"h'•,� : Ii.' 8200M r N Pv: r F ADE 3/16/201 OF INSTALLATION SHALL HE DONE BY OTHERS FOLLOWING THE CURRENT PROPRIETARYAND CONDDENTWL . 1217111 p �� yrlo ih ' 4 D R VD.,'' \ a* ".., is `�f'" �. 1'�: - VERSION OF THE REFERENCE DOCUMENTS: THE INFORMATION CONTAINER IN THIS DRAWING IS THE SOLE PROPERTYOF CUSTOM WINDOWSYSTEMS, INC AWREPRODUCTION INPART ORASA WHOLE WITHOUT THE 'S'��' l i°j rtr 1C%h1A�- PVC HORIZ. SL)DFR NTS CWS -15 FMAIAAMA 100(FIN WINDOWS). FMAIAAMA 200(FLANGE WINDOWS), WRITTEN PERMISSION OFCUSTpMWINDOWSYSTEMS,INC.ISPROMSITED. $1 vF1rI�II10.$� ""''"'" B FMADMA260(BOXWINDOWS),FMAIAAMAIWDMA3O0(EXTERIORDOORS). AN 2OF7 718" OVERALL- 118" ANNEALED or TEMPERED - 7118" AIR SPACE 5118" LAMINATED 118" ANNEALED GLASS - .090 DUPONT PVB INTERLAYER 118" ANNEALED GLASS - - t8 36 PURFECT GLAZE "H' SIKAPLEX552 ••• • • • • • • • 112" •••••• GLASS ' • • • • • • 8 SITE " aLass TYPE A • ••• " • • .8-UPDATED PER 2010 FBC 1110n/2011 LUCAS A. TURNER, FL RE, $8201 A JUPDATED PER NEW FBC REQUIRE'ME'NTS E7107/2008 Y�7 Grritli /�� {a1 U 1� i��yy /�Lti84t1 y�y�5`41,161 .. c. r; N y'F '+Q • ( �WDIDON'S +y0¢ & DOORS Na, 58201 .17�~M 1900 SW 44TH AVE. OCALA. FLORIDA 34474 Oro * GLAZING - LARGE MISSILE IMPACT eTATE O . aE`t'8200 rr: ADE 3/1612010 r sr�,,y R+1�� uyti'�� J I. k:'. -'a Vii.- ' THE INFORMATION CONTAINfO�INRT ORAWDINC019 THE SOLE PROPERTY OF CUSTOM IN PART OR AS A WHOLE WITHOUT THE 'i1''U '" 11 iF1p �f;`l F. °�t�� PVC iiORIZ. SLIDER CWS WINDOWSYSTEMS,INC. ANY REPROOUCPON WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INO. IS PROHIBITED. A4. �`L'"'�"'T""I� B "II'"�'�' i�R�tlrt 3OF7 ilstr1144 SECTION VIEW A -A TYPICAL VERTICAL SECTION NOTE: SHOWS FIXED GLASS CUTAWAY DETAIL C (HEAD IMPACT HOOKS) OTE: ITEMS 23-26,32,33,41,42T475 • • • 39 LARITY. SECTION VIEW C -C Z2 ALT. FIN FRAME PRORMITTARYAND00WIDENTIAL ; 12/7%1I, THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC, ANY REPRODUCTION IN PART OK ASA WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMB, WO IS PROHIBITED.. . ••• •• I t" • •ee • 1 • ••fNTERIOR • • • EnCKIVK • ••• •••• ee•see e• e• ee• • e e SECTION VIEW A -A TYPICAL VERTICAL SECTION NOTE: SHOWS FIXED GLASS CUTAWAY DETAIL C (HEAD IMPACT HOOKS) IMPACT HOOK SPACING: 1) HEAD HOOKS: A) 6" FROM UNfT EDGE TO EDGE OF HOOK. 13) A THIRD HOOK IS CENTEREDJF UNIT WIDTH IS GREATER THAN OR EQUAL TO 61 314". C) INNER HOOK 3 7!8" FROM EDGE OF MTC RAIL, 2} SASH CATCH: A) 2.112" FROM SASH CORNER TO EDGE OF CATCH. S) A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 61314'. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 114". OTE: ITEMS 23-26,32,33,41,42T475 RE USED BUT NOT SHOWN FOR LARITY. SECTION VIEW C -C Z2 ALT. FIN FRAME PRORMITTARYAND00WIDENTIAL ; 12/7%1I, THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC, ANY REPRODUCTION IN PART OK ASA WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMB, WO IS PROHIBITED.. . IMPACT HOOK SPACING: 1) HEAD HOOKS: A) 6" FROM UNfT EDGE TO EDGE OF HOOK. 13) A THIRD HOOK IS CENTEREDJF UNIT WIDTH IS GREATER THAN OR EQUAL TO 61 314". C) INNER HOOK 3 7!8" FROM EDGE OF MTC RAIL, 2} SASH CATCH: A) 2.112" FROM SASH CORNER TO EDGE OF CATCH. S) A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 61314'. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 114". w /RD.. PVC. L. Jb. Rohl. 47 P-4051 1#8 x 1114" Ph FH TISK, 48 84069 I Keeper,knpacl 49 FL4479 lWoop Cover w! Flap 50 84632 Sweep Lock 51 84633 112" Barrel fastener 52 Glass SEE SHEET 3 53 1+6026 Win Fr., SH, wff Nk 54 FL3429 Wslp., OA20 x,187 bel OTE: ITEMS 19, 22, 1, 46 ARE OT USED IN THIS PRODUCT. Vendor Materials ...1 2 3 . 3 118" a 71!16" p SNB" PVC FRAME FLANGE -6031 3116" Mlkron Rigid PVC Mkron Rigid PVC Mikron Rigid PVC Mkron Rigid PVC Keyrrork Alurrinum Keyrrark Aluminum Keymvrk Aluminum Mikron Rigid PVC Mkron Rgid PVC Mikron Rigid PVC Kaymark AluMnum Kaymerk Aluminum Keymark Aluminum - Keymark Aluminum Mikron TeamPlastic 11a w0 11d PVC )Id PVC amnum Steel I less Steel 5,000 tubber Steel Zinc . Vylon zrnnum O Nylon Illcone PLAN VIEW Ukrafab onkel !Sika 1 5116" 1!1 " 711 1 Fastenal Steel Fastenal Steel Fastenal Steal _ Sullivan erglass ALUM. FRAME IMPACT HOOK -1677 ALUM. S.S.R.lS.S.R. -1498 518" 1118" 1 stall ALUM. SASH IMPACT HOOK -1566 O 0 PLAN VIEW Zlnc 9118" 1!16" 1 Steel ��Lp� ��_� Zino 1 51 911E U Nylon ALUM GLAZE BEAD -1112 Zinc Steel PVC FIXED RAIL COVER - 6063 Cardinal 4gld IALL ALUMINUM EXTRUSION ARE 6063-T6 PROPRIETARYANDCOWIDENTnL 12/7/11 THE INFO)iMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. ..... .... ....... __.-.,__..._._..,_-... SASH CORNER FRAME CORNEi2 CONSTRUCTION CONSTRUCTION 1116" r L-6027 CORNER WELD CORNER WELD (ALL SIDES) (ALL SIDES) 1 16118" FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1N6" 10 1 5jI6" L PVC SASH TOP/BTM RAIL -6004 FVC SASH SIDE RAIL -6028 6 6 1 112" 1N6" 1116' 1/4" Flu5 5116" 1 118"–I 16 �1g 211 J1 PVC SCREEN SUPPORT -6014 FVC GtAZEBEAD-6084 ALUM FIXED RAIL -1836 518" 8 1f18" 1118" L 1116" 11 2 n118" –{ 1 1 1!4" 14 5`� 7118•' — ALUM. SASH MTG. RAIL -1497 PVC SCREEN CATCH - 6013 ALUM. ROLLER TRACK � 1776 314" 7 7118" r"3"�14- 3116. 15!18" 1116" SCREW SUPPORT -3113 ALUM. SASH REINF. -1899 B UPQATED PER 2010 FBC 111/0912011 As A TlIpmrR FI p F SS7ni I A UPDATED PER NEW FUC REQUIREMENTS 7/0712008 }1 RMOWS h DOORS SW 44TH AVE. .A, FLORIDA 34474 EXTRUSIONS It B:O.M - LARGE MISSILE IMPACT, 8200.[RA111141"HY ADE 'A3/1612010 NORIZ..PVC SLIDER" 12 CWS -157 SEALANT BETWEEN BUCK AND OPENING BY OTHERS CONCRETE/MASONRY BY OTHERS INSTALLATION ANCHOR, CONCRETE/MASONRY 3118" DIA. MASONRY SCREW. q ' 4 BY OTHERS W! WASHER THRU SCREW SUPPORT [C] A SEALANT BETWEEN BUCK AND OPENING BY OTHERS - •'q 2 1/2" MIN, EDGE DIST. ICI I •6 a 2 112" M1 N. EDGE DIST. a (C] 'A'! 1119'_' MIN EMBEDMENT P ; w s . P . P ; q • q P• q •,r„ ' ....... 1 6Y WOOD BUCK EXTERIOR FINISH BY OTHERS [A] BY OTHERS BY INSTALLER • • • • • $�NT BEHIIQd •• P EBY • INS LLER • • • • • • • • • ••• - 000000 • • • • • SEALANT OEHITID• • • • • FLANGE BY • IVjj4LLER •••••• PERIMETER SEALANT • BY INSTALLER EXTERIOR FINISH 114" MAX SHIM IBI { 11(9_' MIN. EMBEDMENTLPER€METER SEALANT IC] BY INSTALLER EXTERIOR FINISH �� OTHERS B kOR120NTAL SECTION 8 FRAME (MASONRY} 'Y'1Y • • • MASONRYTION SCREW W! WASHER IA THRU SCREW SUPPORT (C] • • • .:� I I INSTALLATION ANCHOR, 3/16" DIA. MASONRY SCREW wNNEOPRENE 000 I BACKED WASHER THRU SCREW • SUPPORTIC] • I I SEALANT UNDER SCREW _ _ A HEAD BY INSTALLER BY OTHERS •r„�! ;�o=ii.•N �. IL�L�. .O: •Y•P,:• •. • P .PwP P. •PwP .• D. Pa .�P'p. ' •>4PP• �P.A.� -'114” MAX SHIM (Bj SILL STOOL BY OTHERS USE SOLID WOOD SUPPORT TO MAKE SILL LEVEL, BY OTHERS " MIN EMBEDMENT SEALANT BEHIND FLANGE BY, INSTALLER PERIMETER SEAL BYINSTALLER EXTERIOR FINISH SEALANT BEHIND B S FLANGE BY INSTALLE PRIMETER SEALANTJ EX(OTHERR FINISH BYINSTALLER BYOTHERS C , HORIZONTALSECTION 8 .' FRAME (WOOD) OTE: HEAD AND JAMB _ f 1 IMILAR FOR 20Y INSTALLATION. ILL INSTALLATION SAME AS SHOWN BELOW. INSTALLATION ANCHOR, 3118" DIA MASONRY SCREW WNEOPRENE BACKED WASHER THRU SCREW SUPPORT IC] . —SEALANT UNDER SCREW HEAD BY INSTALLER �1/4' MAXSHIM . BY OTHERS D ° • ► . ° . s D CONCRETEIMASONRY BY OTHERS D. • p . s' ° sD. °• o• ►a °• ►D p ALTERNATE PRECAST SILL DETAIL fi FRAME (MASONRY) 2112" MIN. EDGE DIST. (TYP) ZZ A VERTICAL SECTION PROPRI6TARYAND COWIOENTIAL 12/7/11 8 FRAME (MASONRY} THE INFORMATION CONTAINER IN THIS,DRAWIN019 THE 901E PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PARYOR ASA WHOLE WITHOUT THE \_ wR17FEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC, 19 PROHIBITED. LVA! MIN EMBEDMENT (Cl REFERENCE NOTES: (A] SEE NOTE10, SHT 1 (B] SEE NOTE 2R3, SHT 2 -2.=MIN.EDGE DIST, 101 SEE NOTE 4,6HT2 IDI (DI SEE NOTE 6, SHT 2 [Ej SEE NOTE 6, SHT 2 13 JUPDATED PER 2010 FBC 11/09/2011 A JUPDATED PER NEW FSC REQUIREMENTS 7!0712008 1'. '�.._.t ::.!WINDOWS R DOORS A M 1900 SW 44TH AVE. R s OCALA, FLORIDA 34474 INSTALLATION THRU FRAME DETAIL - LARGE MISSILE IMPAC 1r 8200 1r :rvN la; ADE ;rt, l_. 3!181201 s Mcl;a pvc HORIZ. SLIDER AIS. NTS CWS -1f t I i[ TTLr.: B n'rr: 8 OF 7 114" MAX SHIM [8] BOTTOM SWEEP LOCK ACITVATED ONLY DURING HURRICANES. 1 BY WOOD BUCK ` BY OTHERS [Al 1..318_' MIN. EMBEDMENT IN [--[S] MAX SHIM D 718" MIN. EDGE DIST. _I ........... .......... D (D)' INSTALLATION ANCHOR, #10 WOOD ANCHOR. 1 I W1 WASHER THRU A SCREW SUPPORT [D] 213Y WOOD BUCK BY OTHERS. [A] ,:..... •rLx:;�re:`s D APAI AMT M=nA—H 11(9_' MIN. EMBEDMENTLPER€METER SEALANT IC] BY INSTALLER EXTERIOR FINISH �� OTHERS B kOR120NTAL SECTION 8 FRAME (MASONRY} 'Y'1Y • • • MASONRYTION SCREW W! WASHER IA THRU SCREW SUPPORT (C] • • • .:� I I INSTALLATION ANCHOR, 3/16" DIA. MASONRY SCREW wNNEOPRENE 000 I BACKED WASHER THRU SCREW • SUPPORTIC] • I I SEALANT UNDER SCREW _ _ A HEAD BY INSTALLER BY OTHERS •r„�! ;�o=ii.•N �. IL�L�. .O: •Y•P,:• •. • P .PwP P. •PwP .• D. Pa .�P'p. ' •>4PP• �P.A.� -'114” MAX SHIM (Bj SILL STOOL BY OTHERS USE SOLID WOOD SUPPORT TO MAKE SILL LEVEL, BY OTHERS " MIN EMBEDMENT SEALANT BEHIND FLANGE BY, INSTALLER PERIMETER SEAL BYINSTALLER EXTERIOR FINISH SEALANT BEHIND B S FLANGE BY INSTALLE PRIMETER SEALANTJ EX(OTHERR FINISH BYINSTALLER BYOTHERS C , HORIZONTALSECTION 8 .' FRAME (WOOD) OTE: HEAD AND JAMB _ f 1 IMILAR FOR 20Y INSTALLATION. ILL INSTALLATION SAME AS SHOWN BELOW. INSTALLATION ANCHOR, 3118" DIA MASONRY SCREW WNEOPRENE BACKED WASHER THRU SCREW SUPPORT IC] . —SEALANT UNDER SCREW HEAD BY INSTALLER �1/4' MAXSHIM . BY OTHERS D ° • ► . ° . s D CONCRETEIMASONRY BY OTHERS D. • p . s' ° sD. °• o• ►a °• ►D p ALTERNATE PRECAST SILL DETAIL fi FRAME (MASONRY) 2112" MIN. EDGE DIST. (TYP) ZZ A VERTICAL SECTION PROPRI6TARYAND COWIOENTIAL 12/7/11 8 FRAME (MASONRY} THE INFORMATION CONTAINER IN THIS,DRAWIN019 THE 901E PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PARYOR ASA WHOLE WITHOUT THE \_ wR17FEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC, 19 PROHIBITED. LVA! MIN EMBEDMENT (Cl REFERENCE NOTES: (A] SEE NOTE10, SHT 1 (B] SEE NOTE 2R3, SHT 2 -2.=MIN.EDGE DIST, 101 SEE NOTE 4,6HT2 IDI (DI SEE NOTE 6, SHT 2 [Ej SEE NOTE 6, SHT 2 13 JUPDATED PER 2010 FBC 11/09/2011 A JUPDATED PER NEW FSC REQUIREMENTS 7!0712008 1'. '�.._.t ::.!WINDOWS R DOORS A M 1900 SW 44TH AVE. R s OCALA, FLORIDA 34474 INSTALLATION THRU FRAME DETAIL - LARGE MISSILE IMPAC 1r 8200 1r :rvN la; ADE ;rt, l_. 3!181201 s Mcl;a pvc HORIZ. SLIDER AIS. NTS CWS -1f t I i[ TTLr.: B n'rr: 8 OF 7 114" MAX SHIM [e1 r---114' MINEDGEDIST , �— 2BBY W BUCK YWINDOW WRAP OTHERS BYINSTALLER JAI EXTERIOR FINISH ooAJ o,INSTALLATION ANCHOR BY OTHERS •,o• 98 WOOD SCREW 2•BY WOOD BUCK m BY. OTHERS (A). . i INSTALLATION ANCHOR, iib WOOD SCREW W! WASHER [EJ L= MIN. EMBEDMENT LE] r SHEATHING T BY OTHERS . o -e e"d EXTERIOR FINISH• ° °Q°t BY OTHERS SEALANT BEHIND FIN— . BYINSTALLER 144* MIN EDGE DIST IF] -114" MAX SHIM [BJ WINDOW WRAP BYINSTALLER PERIMETER SEALANT BYINSTALLER F HORIZONTAL SECTION T FIN (WOOD) wi WASHER [EJ 1912 MIN. EMBEDMENT [EI E VERTICAL SECTION PROPRIETARYAND COWDENT54L 1217111 7 FINJOOD THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PRDPERTYOF CUSTOM M ) WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. 13 PROHIBITED. FL P.E. 58201 REFERENCE NOTES: [AJ SEENOTE 10, SHT 1 JB) SEE NOTE 243, BHT 2 [0) SEE NOTE 4SFENOTS , SH7 2 [E) SEE NOTE 8, BHT 2 I MIN. EMBEDMENT SHEATHING -IM [EJ BY OTHERS ._::..............__,__.......--„._......_._ INSTALLATION ANCHOR, EXTERIOR FINISH �•O• �/'""4 SIS WOOD SCREW. BY OTHERS .,� WIWASHER. [EJ SEALANT BEHIND FIN _ o • BY INSTALLER ° ' d °• ” --..----_...._. WINDOW WRAP 2 BYWOOD BUCK BY OTHERS BYINSTALLER d4, • [Aj epda .......... _–.......�........ PERIMETER SEALANT BYINSTALLER .. ::.:.............:...::.....--. JW MIN EDGE DIST [EJ 114" MAX SHIM [el 114" MAX SHIM [e1 r---114' MINEDGEDIST , �— 2BBY W BUCK YWINDOW WRAP OTHERS BYINSTALLER JAI EXTERIOR FINISH ooAJ o,INSTALLATION ANCHOR BY OTHERS •,o• 98 WOOD SCREW 2•BY WOOD BUCK m BY. OTHERS (A). . i INSTALLATION ANCHOR, iib WOOD SCREW W! WASHER [EJ L= MIN. EMBEDMENT LE] r SHEATHING T BY OTHERS . o -e e"d EXTERIOR FINISH• ° °Q°t BY OTHERS SEALANT BEHIND FIN— . BYINSTALLER 144* MIN EDGE DIST IF] -114" MAX SHIM [BJ WINDOW WRAP BYINSTALLER PERIMETER SEALANT BYINSTALLER F HORIZONTAL SECTION T FIN (WOOD) wi WASHER [EJ 1912 MIN. EMBEDMENT [EI E VERTICAL SECTION PROPRIETARYAND COWDENT54L 1217111 7 FINJOOD THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PRDPERTYOF CUSTOM M ) WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. 13 PROHIBITED. FL P.E. 58201 REFERENCE NOTES: [AJ SEENOTE 10, SHT 1 JB) SEE NOTE 243, BHT 2 [0) SEE NOTE 4SFENOTS , SH7 2 [E) SEE NOTE 8, BHT 2 ••• •••• •• •• ••• •••• •••••• • SEALANT BEHIND FIN BYINSTALLER PERIMETER SEALANT ou°oA• BYINSTALLER q•• 114" MAX SHIM [e1 r---114' MINEDGEDIST , �— 2BBY W BUCK YWINDOW WRAP OTHERS BYINSTALLER JAI EXTERIOR FINISH ooAJ o,INSTALLATION ANCHOR BY OTHERS •,o• 98 WOOD SCREW 2•BY WOOD BUCK m BY. OTHERS (A). . i INSTALLATION ANCHOR, iib WOOD SCREW W! WASHER [EJ L= MIN. EMBEDMENT LE] r SHEATHING T BY OTHERS . o -e e"d EXTERIOR FINISH• ° °Q°t BY OTHERS SEALANT BEHIND FIN— . BYINSTALLER 144* MIN EDGE DIST IF] -114" MAX SHIM [BJ WINDOW WRAP BYINSTALLER PERIMETER SEALANT BYINSTALLER F HORIZONTAL SECTION T FIN (WOOD) wi WASHER [EJ 1912 MIN. EMBEDMENT [EI E VERTICAL SECTION PROPRIETARYAND COWDENT54L 1217111 7 FINJOOD THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PRDPERTYOF CUSTOM M ) WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. 13 PROHIBITED. FL P.E. 58201 REFERENCE NOTES: [AJ SEENOTE 10, SHT 1 JB) SEE NOTE 243, BHT 2 [0) SEE NOTE 4SFENOTS , SH7 2 [E) SEE NOTE 8, BHT 2 Florida Building Code Online ?q0fd-.-e- Dmeril g Bas Home Log in User Registration Hot Topics Submit Surcharge Stats & fac ts rdessbna '.,Product ser oval .' SER Public Approval Links search ;pec ;'H' ion _.: jthompson@cws.cc Product ADDMV20 Mena > Product or Aorlication 5gRrch >.Aoclicabon List > Application Detail Category Windows Subcategory FL #FL7067-R4 Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Page I of 3 Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre@cws.cc Michael LaFevre mlafevre@cws.cc Brian Tenace 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.ec Quality Assurance Representative r Address/Phone/Email ` Publications i. FBC Staff BOS Site Map Links search Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre@cws.cc Michael LaFevre mlafevre@cws.cc Brian Tenace 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.ec Quality Assurance Representative Jeff Thompson Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 221 jthompson@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ® Evaluation Report - Hardcopy Received Florida Engineer or Architect Flame 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# • • Lucas A. Turner PE -58201 Keystone Certifications, Inc. 07/21/2020 Steven M. Urich, PE Validation Checklist - Hardcopy Received FL -7067 R4 COI EvaIReg CWS -157B (HS -8200 IMPACT).04 • • • PaNwt• • • • • Year • AAWWD0lAiCSR•/10111.S.2/A440-05 2005 • • 45447 4 1300+04 •• 2004 • • • AS*TN EA86-82 • Oil, • 2002 ASTM E1996-02 2002 • • • • TAS 201/202/203 • • • 1994 • • • • • • • • Equivalence of Product Standards • •• • • • • • • • • Certified BY i i • • • • : • • • • : • ••• • • • • ••• • • http://www.floridabuilding.org/pr/pr_app__4tCasp?p&rAawW-7XQ•'wtDgvmjvMZSg39J... 2/27/203.4 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/12/2011 Date Validated 12/16/2011 Date Pending FBC Approval 12/22/2011 Date Approved 01/31/2012 Summary of Products Page 2 of 3 FL # Model, Number or Mame Description 7067.1 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Flg/Fin Horizontal Slider (Impact) 74x54, XO. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7057 R4 11 CWS -1578 (HS -8200 IMPACT1.Ddf Verified By: Lucas A. Turner 58201 Approved for use outside HVHZ: Yes Impact Resistant; Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 74x54, DP = +/- 60 psf, (Impact). FL7067 R4 AE DuPont PVB NOA 11-0624 01.pdf FL7067. R4 AE EvalReD CWS -1576 (HS-9200IMPACT)_Ddf FL7067 R4 AF Mikron NOA 11-0830 09.Ddf Created by Independent Third Party: Yes 7067,2 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Fig/Fin Horizontal Slider, Impact, 111" x 63", XOX. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7067 R4 II CWS -232B (HS -82003 XOX, IMPACT).Ddf Verified By: Lucas A. Turner 58201 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes .Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 111" x 63", XOX, +1- 60 psf. FL7067 R4 AE DuPont PVB NOA_ 11-0624 01.Ddf FL7067 R4 AE DuPont 5GP NOA 11-0624 02odf FL7067 R4 Air EvalReD CifJS-232B (HS -8200 XOX, IMPACT).odf FL7067 R4 AE Mikron NDA 11-0$3QQ2pdf Created by Independent Third Party: Yes 7067.3 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Flg Horizontal Slider, 73" x 62", XO or OX. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL/067 R4 II CWS -399A (HS -8200, 73x62. 75DP,, IMP8CT).Ddf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Lucas A. Turner 58201 Design Pressure: +60/-75 Created by Independent Third Party: Yes Other: Large Missile, 73" x 62", DP = + 60, - 75 psf, Evaluation Reports . Impact. FL7067 R4 AE DuPont SGP NOA 11-0624 02.)d', FL7067 R4 AE EvalRep CWS -399A (HS -8200. 73x62. 75DP, IMPACT).odf FL7067 R4 AE Mikron NOA 11-0830 09.pdf Created by Independent Third Party: Yes 7067.4 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider Impact w/ Alum. MR. Impact Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7067 R4 11 CAWS -1869 fHS-8200. 72x63, IMPACT1,12df Verified By: Lucas A. Turner 58201 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 72" x 63", DP = +/-'60 psf, Al. FMR. FL7067 R4 AE DuPont PVB NOA 11-0624 01.odf FL7067 R4 AE EvalRep CWS -1868 CHS -8200, 72x63, IMPACI'l.Ddf F1-7067 R4 AE Mikron NOA 11-0830 09.odf • • • • • • • Create✓ by independent Third Party: Yes Contact lE :: 194•Nbeh Monroe6tre Illshassee 23Z39j*,E"e: 850-487-1824 • • • • 0 The State of Florida is an AA/EEO employell. �vriahl2007-201.1 State of Rorida.:: iv S ment :: Accessib7ity Statemerrt :: Refund Statement Under Florida law, email addresses are public r4rds.t you do nEligaSt yoAemail ad!,W?,deajJ`in response to a public -records request, do riot send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. •Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to http://www.floridabuilding.org/pr/pr_app_d-U4slW. e&rain:--wWVXQ.rvtDgvmjvMZSg39J... 2/27/2014 Florida Building Code Online Page 3 of 3 supply a personal address, please provide the Deparhhent with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please ckk he€• Product Appro++al Accepts: 0it� l: rill...:...;..; • i• • • i • ••• • • •• • • •• • r •• http://www.floridabuilding.oTg/prlpr_app_dt;.aspl?paratfl wtiEV!K�;vtDgvmj-vMZSg39J... 2/27/2014 Lucas A. Turner, P.E., MBA 2080 Mauve Terrace North Port, FL 34286 Ph. 941-380-1574 Evaluation Report 399A December 16, 2011 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact, 73" x 62" unit size XO or OX, DP75 with Sill Riser Manufacturer: Custom Window Systems, Inc. 1900 SW 4,e Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4), using 9N-3.005 Method 1 option (d). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -399A, signed and sealed by Lucas A. Turner; P.E. on 12/16/11. 2) Test Report NCTL-210-3569-1 and -1A; from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440- 2005, and ASTM E 1886/1996 2002/2005 3) Supplemental Calculations to support CWS -399A, signed and sealed by Lucas A. Turner; P.E. on 12/16/11 Installation: Units must be installed according to approval document CWS -399A. Limitations of Use: This product: • May be used in O/X or X/O configuration in sizes up to 73" x 62" unit size, with max. glass daylight sizes as shown in CWS -399A • Achieves design pressures of+60%75 psf (+/-75 psf with sial riser) • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires glazing as shown in CWS -399A, using Dupont SentryGlas (formerly SentryGlas Plus or SGP) Interlayer per Miami -Dade N.O.A. #11-0624.02 • Requires outer lite in I.G. to be safety glass when used in HVHZ above 30 ft of grade • Requires Milcron rigid PVC frame extrusions per Miami -Dade N.O.A. 11-0830.09 Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. Lucas A Tumer, RE 2011-12-16 14:35-05: •00 ":tgrs�. 1 1 00 . • • VIG 1! • •�� j#�� —' �P$1lj�f�qq. i_9 �` p�. �q rye Y•' • ••• Y ••n• .;• STOATS ; °Yr~ • • A D • •• •• • • • •• •• 12/16/11 Lucas A. Turn :er, P.E. FL PE #58201 • HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMPACT 74 1/4" MAX. OVERALL FLANGE WmTH 73" MAX. UNIT WIDTH - 35 7L8' - MAX SASH WIDTH 58 9116" MAX, SASH PVC IMPACT REQUIREMENT 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION, INCLUDING HVHZ. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "OX", "XO" 4. DESIGN PRESSURE RATING: 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. 6. ANCHORAGE: THE $3113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. ' 6. PRODUCT APPROVED FOR IMPACT RESISTANCE, SHUTTERS ARE NOT REQUIRED. THE IMPACT SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHEDDURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL, HEAD & SILL. 6. REFERENCE TEST REPORTS: NCTL-210.3569.1, NCTL•210.3569.IA S. SERIES / MODEL DESIGNATION HS -8200. 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X= OPERABLE SASH, O = FIXED SASH 10. 1X or 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE;: BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X - OPERABLE SASH, O = FIXED SASH 12. SECTION CALLOUTS FROM O/X ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION, 13. WEEP.SLOTS =114" X 1" LOCATED 4" FROM BOTH ENDS IL PER 2010 FBC t N6 582011 1900 SW 44TH AVE. TABLE OF CONTENTS * r * 1 y ?, OCALA, FLORIDA 34474 _ GENERAL NOTES ELEVATIONS...............I Lucas A. Turner, P.E, 2011-12-16 14:34.05:00 0 ? 4"R rcL & EGENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPAC G'A+ BTATE OF tLy. ANCHOR SCHEDULE AND NOTES ............... 2 � rta5y :(��w ERIE6: RAWN6Y: LATE: �.,� 8200 ADE 11106/20C DESIGN PRESSURES & GLAZING................3 PROPRIETARY AND OONFIDOMAL 12/16/11 C O,.• \ a SECTION VIEWS... ........................... 4 THE INFORMATION CONTAIN ED IN THIS DRAWINO IS THE SOLE PROPERTY OF CUSTOM MODEL �,,+y,�y� MODEL: CALF: t EXTRUSIONS & BILL OF MATERIALS ........... 5 WWINDOW RITTEN PERMISSION . N REPRODUCTION IN PART ORAS HOLE WITHOUT THE ��/,1;0*IiDvf fv9 ��i1R PVC HORIZ. SLIDER R R; �S 3 ET: CWS -3. INSTALLATION DETAILS................................6 A i.OF 8 63 114' MAX I OVERALL B FLANGE 6 HEIGHT • ••• • • 62" • • I • • •f1WO • 0 4004, •UNIT • • .• r HEIGHT • • • •67 • . e ••• • •• • DOSS A iS ••• • I e ••• D • • •••• • • 8 e••• •••• •••• • 32 7 32 art s" e • • • • • • • • • MAX GLASS DLO MAX GLASS DLO • ••• • • • ..... DESI PRESSURE RATING +501-76N (+75 W/ SILL RISER) 58 9116" MAX, SASH PVC IMPACT REQUIREMENT 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION, INCLUDING HVHZ. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "OX", "XO" 4. DESIGN PRESSURE RATING: 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. 6. ANCHORAGE: THE $3113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. ' 6. PRODUCT APPROVED FOR IMPACT RESISTANCE, SHUTTERS ARE NOT REQUIRED. THE IMPACT SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHEDDURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL, HEAD & SILL. 6. REFERENCE TEST REPORTS: NCTL-210.3569.1, NCTL•210.3569.IA S. SERIES / MODEL DESIGNATION HS -8200. 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X= OPERABLE SASH, O = FIXED SASH 10. 1X or 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE;: BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X - OPERABLE SASH, O = FIXED SASH 12. SECTION CALLOUTS FROM O/X ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION, 13. WEEP.SLOTS =114" X 1" LOCATED 4" FROM BOTH ENDS IL PER 2010 FBC t N6 582011 1900 SW 44TH AVE. TABLE OF CONTENTS * r * 1 y ?, OCALA, FLORIDA 34474 _ GENERAL NOTES ELEVATIONS...............I Lucas A. Turner, P.E, 2011-12-16 14:34.05:00 0 ? 4"R rcL & EGENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPAC G'A+ BTATE OF tLy. ANCHOR SCHEDULE AND NOTES ............... 2 � rta5y :(��w ERIE6: RAWN6Y: LATE: �.,� 8200 ADE 11106/20C DESIGN PRESSURES & GLAZING................3 PROPRIETARY AND OONFIDOMAL 12/16/11 C O,.• \ a SECTION VIEWS... ........................... 4 THE INFORMATION CONTAIN ED IN THIS DRAWINO IS THE SOLE PROPERTY OF CUSTOM MODEL �,,+y,�y� MODEL: CALF: t EXTRUSIONS & BILL OF MATERIALS ........... 5 WWINDOW RITTEN PERMISSION . N REPRODUCTION IN PART ORAS HOLE WITHOUT THE ��/,1;0*IiDvf fv9 ��i1R PVC HORIZ. SLIDER R R; �S 3 ET: CWS -3. INSTALLATION DETAILS................................6 A i.OF 8 ' 191!4" MAX. O.M 8" INP} SEE NOTE 2 T. ir MAX. TY( P) A fi: MAX TYP L 12 112" MAX O.C. r (TYP) SWEEP LOCKS ONLY ENGAGED DURING HURRICANE. LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMB INSTALLATION ANCHORS TYP. B B 0000 • • 0000 • •• •0i 0•• • • • • • • • • ANCHOR LAYOUT • (FLANGE] • • • • THAU FRAME(MASONRY O°ENI G) • 0000•• • • ••• •000 •i•�0• • 0 i0• • 0000 •••••• i • 0 61019S. f • ••f• • • 0000•• • =.INSTALL ON %ANC�I:OR AT EACV4to=/�I•ATION LOCATION. SILL ANCHOR SAME AS HEAD. • 2. SHIM AS RgbjWJRCH SET W INSJ41-LATION ANCHORS USING LOAD BEARING SHIMS. MAX, ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. L 6.4LOAD BILARING SHIMi SHALL BWONSTOUCTED OF HIGH DENSITY PLASTIC OR BETTER, WOOD SHIMS ARE NOT ALLOWED. �IDIRECTION. 4.3118" DIA,CON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 1/2"' SHALL 69.4 HIEV 5. #ID WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8" INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 718" SHALL BE ACHIEVED IN EITHER DIRECTION, 6. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING, DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. LUCAS A. TURNER, FL P.E. 5ez01 A UPDATED PER 2010 FSC 1/08/2011 7. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL U R NER, F i�; NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. �`,y��titlyg0PEW "!o' 8. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: �'��'4tC EN)'A WEta�nns A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.56 (SOUTHERN PINE OR GREATER)5$204 F> : 1900 SW 44TH AVE. B. CONCRETE • MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSL OCALA, FLORIDA 34474 C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER), q # * '• .* 0 t EERIES: ANCHOR SCHEDULE &NOTES - LARGE MISSILE IMPACT 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE Z `' 9 S I AT E t�F t 0u� RAWN BY:ATE:OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT _ eO'�8200 ADE t 7!06!2008 VERSION OF THE REFERENCE DOCUMENTS: THEiNFDAMATION CONTAMROP 7Hl DRAWARY DINO STHE SOLE PROPERTY)O�/CUSTOM �i„��h C 0 �::''�"G` �� ALE:FMAIWDA 80{OX WINDOFIN WS)MA/AAMA/W(DANGE 300(EXTEROR)DOOR% ANY'REPRODUCTION IN PART ROHBITEDH0U7THE �h��"(�p1�1��d+PVC EVLErrER NTS: T. " C OF A 20FB i 0:0* • 718" OVERALL • *000 • • • 3/16" ANNEALED of TEMPERED • . • • • 1/4" AIR SPACE 0000•• • • • • • • • 7/16" LAMINATED • • • • • • • 3116" ANNEALED GLASS 000 e • • • • • • • :,090 SENTRY GLA3 PLUS •• • • • • • • • • • • • 3116" ANNEALED GLASS • ••• • •••• • • • • • • • • • • • 0000 6 SIKAFLEX 622 OR PURFECT GLAZE • • 0000•• • ••• 0000 0000•• i12"GLASS BITE • • 13 0000 • •• 0000•• 1 GLASS TYPE A FULL SIVE LUCAS A. TURNER FL P.E.'5920, A JUPDATED PER 2010 FRO 11110812011 RS 6l11trF�f .P.D..N ryjri "f i'i ��n�AGfGG s,h1� OP,yt : wtrmolvs�nooRs -Z;.' No 58201 .'A r 1904 SW 44TH AVE. OCALA, FLORIDA 34474 Z Y TITLE: GLAZING DETAIL- LARGE MISSILE IMPACT A . 12!16(11 . s-rATF OF :'tu %Q : I{ tL'tiSERIES:SZ4O. RAWN 6Y, ATE: ADE �` "• < ''�2 11/06/2008 PROPRIETARY AND CONFIDENRA �„ D4 d• CLE. yl,s'�4�•=y(ya��4 MODEL:PVC THE INFORMATION CONTAINED IN THIS DRAWING 15 THE SOLE PROPERTY OF CUSTOM INC. ANYREPAODUCTION IN PART OUT THE HORIZ. SLIDER 1:1CWWINDOWSYSTEMS, $-39 WRITTEN PERMISSION OFCUSTOM WINDOW S STEMS,,IINGASPROHI6E IED REV. LETTER: HEET: A 30F6 ••• •• • • • • 0000 � • • • 31 • • • • • • • EXTLRU R 0000 •• 0 13 • 0000•• • • s • 4 •••• 0 •• •• 4 • vl• 0.600 • SECTION VIEW A -A I TYPICAL VERTICAL SECTION NOTE: SHOWS FIXED LRE CUT AWAY ALT. FRAME RISER DETAIL C r pROPRIETARYANO CONFIDENTIAL 12/16/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN FART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. SECTION VIEW B -B ---- — e i i FRAME HOOK LOC. FRAME SASH CLIP IMPACT HOOK SPACING: 1) HEAD HOOK$: A) 8" FROM UNIT EDGE TO EDGE OF HOOK. B) A THIRD HOOK IS CENTERED IF UNIT WIDTH IS OREATER THAN OR EQUAL TO 613/4". C) INNER HOOK 3 7/8" FROM EDGE OF MTG RAIL. 2) $ASH CATCH: A) 2-1/2" FROM SASH CORNER TO EDGE OF CATCH. B) A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 01 314". SASH AND FRAME HOOKS ARE TO ALIGN WITHIN VC. A. SILL RISER MAX. POSITIVE OPTIONS DP NO SILL RISER 60 1728 SILL RISER 75 DETAIL C r pROPRIETARYANO CONFIDENTIAL 12/16/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN FART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. SECTION VIEW B -B ---- — e i i FRAME HOOK LOC. FRAME SASH CLIP IMPACT HOOK SPACING: 1) HEAD HOOK$: A) 8" FROM UNIT EDGE TO EDGE OF HOOK. B) A THIRD HOOK IS CENTERED IF UNIT WIDTH IS OREATER THAN OR EQUAL TO 613/4". C) INNER HOOK 3 7/8" FROM EDGE OF MTG RAIL. 2) $ASH CATCH: A) 2-1/2" FROM SASH CORNER TO EDGE OF CATCH. B) A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 01 314". SASH AND FRAME HOOKS ARE TO ALIGN WITHIN VC. A. i • • 93� R4638 ioam B x 21/2 Ph t; -i 80811,0• 24 83511•#Ye"PhPH K@ I P-463308 x t/2" Sarml Fa ten 27 P--3342 Seater: 9143Bi4 • • • • • • • P-37520 pPIO 29 • Rlrfatt • 83352 Set. Blk GLA 32• P-3541• #8 x V 3. P-3559 8 x 3!1 • • • • •• 4 R 31 11 Ar w 35 • #10x•1 36 rat"'We H-168 it r 38 84358- FixeCW 39 S-1556 Impact, 40 5-1112 Re1Mor 41 5-6005 Anti -lift 42 P -321T Screen 43 P-3321 Screen 44 P-3228 Screen 45 -3033 Screen P-3029 Screen Screen S-6077 Flxed F S-1728 Sill F11sE r49 83783 Spring P-4051 #8 x 1 ., lits' x a/u- x 6Sii:9 31r6° --f 23/16 v16^ FRAME CORNER CONSTRUCTION 1116" 1116" — 1 5/6" I 2 11/18' " 1 15!8it �� IF^1 3/16" L ' PVC SASH RAIL -6004 CORNER WELD PVC SASH MTG. RAIL -6027 (ALL SIDES) PVC FRAME FLANGE -6031 1/16" 314" 1 118" y 5 9 a ALUM REINS SASH RAIL -1999 PVC SCREEN SUPPORT - 6014 -1� �I'-u�j��-- S/16" ALUM REINF. SASH MTG- RAIL;1497 FIXED MEETING RAIL 4TRA SCREW ED TOGETHER WITH OUTERFRAME 7116" 0 all 6" � S.Q s/e°ALUM 76 3' 1116' — — 1- 718'1 PLAN VIEW - 1656 5/E" 9116 II ALUM HEAD CATCH - 1556 L U 4 +�4 ALUM GLAZE BEAD - 1112 rALUM SELL RISER.- 1726 116" - 1 7!8" � 2 A ALUM REINF. S.B.R.lS.S.R. -1496 1 15f16° 4 316" 1116" ALUM HEAVY DUTY MEETING RAIL -1681 518" 1 516" 8 16 rs"I PLAN VIEW - 1677 -{ to L 4" --*i 7!8" PVC SASH STM. RAIL-6028•�"T- 1/16" PVC GLAZEBEAD-6064 23116 1 5 PVC SCREEN CATCH -6013 ALUM FRAME IMPACT. HOOK -1577 a t 5116" LUCAS A. TURNER FL P.E. 58201 1 A JUPDATED PER 2010 EBC 11/08/2011 —11110— ... sal PVC FIXED RAIL COVER - 6077 ,is .P G "),mc vv r� /W�L�vai 1/2IT i 8^- '1 z-4 -j7No 5820'1 "^"'.��-A w 1900 SW(4%4TH1AVE. ndbRs i OCALA, FLORIDA 34474 SCREW SUPPORT - 3113 N q; * ac EXTRUSIONS / B.O.M,- LARGE MISSILE IMPACT A' STATE OF ,T tut Q SERIES: PRAWN 6Y: ADE ATE: .1 PROPRIETARY AND CONFIDENTIAL 12116/11 !~rO'6``A �«� +'M- 8200 THE INFORMATION CONTAINED IN THIS ORAW1N0 i5 THE 90LE PROPERTY pF CUBTOM i�.ce."��!S?Fi4l ;'"^"d, K♦$" MODEL- SCAL .- WINDOW PERMISSI,IN INC. ANY REPRODUCTION IN SYSTEMS, INC- AS W14OLPROHIBITED.WITHOUT THE �ir'} tAi P01 PVC HORIZ- SLIDER EV. LETTER: 1 A HEET: l[1311i{14 114" MAXSHIM • 1 BY WOOD BUCK BY OTHERS ► , ► s D • w4 `P [B] • • • • • • SEALANT BEHIIQL% BYOTHERS [A] SEALANT UNDER SCREW HEAD BY INSTALLER .Ds� � e • s D • D AA v 1ate" MIN EMBEDMENT INSTALLATION ANCHOR, 3/1 S" DIA. SEALANT BETWEEN BUCK [D] MASONRY SCREW WWASHER 1 1/4" MIN EMBEDMENT INSTALLER AND OPENING BY OTHERS HIGH STRENGTH STRUCTURAL GROUT BY OTHERS THRU SCREW SUPPORT. [C] b ,D v•? D. 1- D • • D, g v " ° , ► ' i VA! MIN EMBEDMENT ` 4 6 114" MAX SHIM [D] CONCRETEIMASONRY A ► v v ° IN PERIMETER SEALANT BY INSTALLER CONCRETE/MASONRY eD♦ BY-0THERS �C e ► D vD D► D s D > D BY OTHERS ! JBI SEALANT BETWEEN BUCK EXTERIOR FINISH BY OTHERS r• +p �: ; �., • d - #I O WOOD ANCHOR WI `ti= v, • o AND OPENING BY OTHERS 0 WASHERTHRU SCREW oe ... r"''r> •e �� •e p ` •> s 4 0 SUPPORT. (D] LUCAS A. TURNER. FL P.E. SB201 a e ► • 6 a BY OTHERS [A] 2]L2"_ MIN EDGE DIST 4 2_]12 MIN EDGE DIST SEALANT BETWEEN BUCK SEALANT BEHIND [C] ` A ` 0 '.' P AND OPENING BY OTHERS FLANGE BY INSTALLER PERIMETER SEALANT EXTERIORFINISH BYINSTALLER BY OTHERS b • i• D' . p pe p �• s , 6 FRAME(WOOD) r 1`a SEALANT BEHIND EXTERIOR FINISH-� p . • 1-114'_' MIN EMBEDMENT [C] FLANGE BY INSTALLER BY OTH ERS \'.;F, 1 BY WOOD BUCK BY OTHERS [A] EXTERIOR FINISH • • •'•• BY OTHERS PERIMETER SEALANT PERIMETER SEALART _....L 114" MAX SHIM —SEALNT UNDER SCREW INBTALLER • B NSTALLER HEAD BY INSTALLER • _[BI B HORIZONTAL SECTION SLANT BEyI" • �1/4" B • S FRAME (MASONRY) •j�l�NGE BY • • —TALLER • • • • • • • • • INSTALLATION ANCHOR, • • • • • • • • • • WASHER THRU SCREW SUPPORT. [C] :0: • • • • • • • SEALANT BEHIND • • • • • • • • FLANGE BY • • • 0000 INSTALLER • • 0000•• • • • • • • • • • • • INSTALLATION ANCHOR, 311&" DIA 96000, MASONRY SCREW w/NEOPRENE • • BACKED WASHER THRU SCREW BYRINSTALLRREALANT EXTERIOR FINISH 114" MAXSHIM • UPPORT[C S. ] BY OTHERS ► , ► s D • w4 `P [B] • • • • • • SEALANT BEHIIQL% SEALANT UNDER SCREW HEAD BY INSTALLER .Ds� � e • s D • D AA v 1ate" MIN EMBEDMENT [D] ► D o D, v` °• D 1 1/4" MIN EMBEDMENT INSTALLER ASD► HIGH STRENGTH STRUCTURAL GROUT BY OTHERS b ,D v•? D. 1- D • • D, g v " ° , ► ' D D p D • 8' MIN EDGE DIST ► D . ' ► p D D • D - ► v v ° PERIMETER SEALANT BY INSTALLER eD♦ 1!4" MAX SHIM [ 1/ e ► D vD D► D s D > D ! JBI INSTALLATION ANCHOR, 2_= MIN EDGE DIST EXTERIOR FINISH BY OTHERS r• +p �: ; �., CONCRETElMASONRY p ALTERNATE PRECAST SYOTHERS 6 FRAME #I O WOOD ANCHOR WI `ti= v, • o 0 WASHERTHRU SCREW oe ... r"''r> •e �� •e p ` •> s SUPPORT. (D] LUCAS A. TURNER. FL P.E. SB201 a e ► 2 BY WOOD BUCK a BY OTHERS [A] 7.65',5•• 5": SEALANT BETWEEN BUCK SEALANT BEHIND ' '.' P AND OPENING BY OTHERS FLANGE BY INSTALLER PERIMETER SEALANT EXTERIORFINISH BYINSTALLER BY OTHERS /_C HORIZONTAL SECTION 6 FRAME(WOOD) OTE:H EAU AND JAMS IMILAR FOR 2BY INSTALLATION. ILL INSTALLATION SAME AS SHOWN BELOW. -INSTALLATION ANCHOR, 3/16" DIA, MASONRYSCREW w/ ' WASHER THRU SCREW SUPPORT. [01 —SEALNT UNDER SCREW HEAD BY INSTALLER MAX SHIM �1/4" B • • • • UPPORT[C S. ] BY OTHERS ► , ► s D • w4 `P ] • • • • • • SEALANT BEHIIQL% SEALANT UNDER SCREW HEAD BY INSTALLER .Ds� � e • s D • D AA v FLANGE BY • pp • r D . ►' ° ° ,D D D• ► D o D, v` °• D 1 1/4" MIN EMBEDMENT INSTALLER HIGH STRENGTH STRUCTURAL GROUT BY OTHERS b ,D v•? D. 1- D • • D, g v " ° , ► ' D D p D [Cl ► D . ' ► p D D • D - ► v v ° PERIMETER SEALANT BY INSTALLER 1!4" MAX SHIM [ 1/ e ► D vD D► D s D > D ! JBI 2_= MIN EDGE DIST EXTERIOR FINISH BY OTHERS r• +p �: ; �., CONCRETElMASONRY p ALTERNATE PRECAST SYOTHERS 6 FRAME SILL DETAIL [Cl `ti= v, • o SILL STOOL (MASONRY) oe ... r"''r> •e �� •e p ` •> s BYOTHERS LUCAS A. TURNER. FL P.E. SB201 A UPDAT p. •• "p ,p. •� • p• ,p s p• ,p•p, D USE SOLID WOOD p' ep •o • s•.p; o rp • o s� " pp • ' , SUPPORT TO MAKE ••p,.e•p• • • epp• •e �' •• p SILL LEVEL, BY OTHERS ' p > : p ,p : • p • • `,p 1 1/4" MIN EMBEDMENT ...,.,.,e�r�,,,•o.,.,o� 21/2,• MIN EDGE DIST 1-w A VERTICALSECTIO PROPRIETARY AND CONFIDENTIAL IZ/I6/lI 6 FRAME (MASONRY) THE INFORMATION CONTAINED IN THIS DRAWING ISTHE SOLE PROPERTYOF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OF AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. REFERENCE NOTES! [A] SEE NOTE 18, SHT 1 [B] SEE NOTE 20, BHT 2 [C] SEE NOTE 4, SHT 2 (D] SEE NOTE S, SHT 2 Florida Building Code Online Page 1 of 3 Application Type Year Code version Application Status UApproved Comments 2002 Archived 2002 • PQ/•T6\5 201/Z02/W00 1994 • • • • • • • • • • • • 0 �y ;;xr --,,p �tg Susi es;,:;,v �} BCIS Home Log In � User Registration Hot Topic � Submit Surcharge i Stats & Facts Publications I FBC Staff SCIS Site Map � Links Search rassi aj! Apsproval j us Public iaLio =- _ Product Aror ,a€ Menu > educt or Aorftation Search > Aonlication List > Apprication Detail FL # L7067 -R4 Application Type Year Code version Application Status UApproved Comments 2002 Archived 2002 Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email - Category Subcategory Compliance Method Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre@cws.cc Michael LaFevre mlafevre@cws.cc Brian Tenace 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc Jeff Thompson 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 221 jthompson@cws.cc Windows Horizontal Slider Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Q Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of • l% idat&): Equivalence of Product Standards i • Certified By • • FL7067 R4 COI EvalRep CWS -157B (HS -8200 IMPACT).Ddf Siandaid i • • • Year • • 4m&fNU/&,V101/I.S.2/A440-05 2005 0.: ASPM E;310 -Q4• • 2004 ASTM E1886-02 2002 ASTM E1996-02 2002 • PQ/•T6\5 201/Z02/W00 1994 • • • • • • • • • • • • 0 • • •• • • •• • 0 • • http://www.floridabuilding.org/pr/Pr_api;-dt;*as** =acv k'jEVXQwtDgvmjvMZSg39J... 2/27/2014 Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/12/2011 Date Validated 12/16/2011 Date Pending FBC Approval 12/22/2011 Date Approved 01/31/2012. FL * I Model, Number or Name 7067.1 1 HS -8200 Vinyl Horizontal Slider 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 = +1- 60 psf, (Impact) Description HS -8200 Vinyl Flg/Fin Horizontal Slider (Impact) 74x54, XO. Installation Instructions FL7067 R4 II CWS -1576 (FIS-8200IMP6CT).Ddf Verified By: Lucas A. Turner 58201 Created by Independent Thi rd Party: Yes Evaluation Reports FL7067 R4 AE DuPonk PVB MOA 11-0624 01.odf FL7067 R4 AE EvalRep CWS -157B (HS -8200 IMPACT),I1df FI -7067 R4 Al 1Ilkron NOA 11-0830 Wndf Created by Independent Third Party: Yes 7067.2 —]-�HS-8200 Vinyl Horizontal Slider HS -8200 Vinyl Fig/Fin Horizontal Slider, Impact, 111" x 63", Limits of Use Installation Instructions XOX. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7067 R4 II CWS -23213 (HS -8200. XOX, IMPACT"'�pdf Verified By:.Lucas A. Turner 58201 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes -Design Pressure: +60/-60 Evaluation Reports Other,. Large Missile, 111" x 63", XOX, +/- 60 psf. FL7()R4 AE DuPont PVB NOA 11-0624 Q1.pdf FL7067 R4 AE DuPont SGP NOA 11-0624 02.Ddf ZSDP, IMPACT).odf Fl -700 124 AE EVaIReD CWS -232B (HS -8200, XOX, IMPACT).pdf Created by Independent. Third Party: Yes FL7067 R4 AE h71 ren A ll-p.QQ Created by Independent Third Party: Yes 7067.3 WS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Fig Horizontal Slider, 73" x 62", XO or OX. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7687 R4 II CWS -399A (HS -8200 73x62 75DP IMPACf).Ddf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Lucas A. Turner 58201 Design Pressure: +60/-75 Created by Independent Third Party: Yes Other: Large Missile, 73" x 62", DP = + 60, - 75 psf, Evaluation Reports . Impact. FL7Q67 R4 AE DuPont SGP NOA 11-0624 02.ndf FL7067 R4 AE EvalRep CWS -399A (HS -8200. 73x62, ZSDP, IMPACT).odf FL7067 R4 AE Mucron NOA 11-0830 09.odf Created by Independent. Third Party: Yes 70b7.4 HS -8200 Vinyl Horizontal Slider HS 8200 Vinyl Horizontal Slider Impact w/ Alum. MR. Impact Limits of Use installation Instructions Approved for use in HVHZ: Yes FL7067 R4 II CWS -186B (HS -8200, 72x63, IMPACT).odf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 72" x 63", DP = +/- 60 pst, Al. FMR. FL7067 R4 AE DuPont PVB NOA 11-0624 01.0f FL7067 R4 AE EvalRep CWS -186B (HS -8200, 72x63, IMPACI").Ddf FLZQ67. R4 AE Mikron NOA 11-0830 09. df • •' • • • • • ;ri-VrM by Independent Third Party: Yes Contact Usi: 1940 North Wpno&j§.7aVAha�ee�F X7399 phone:850-487-1824 The State of Florida is an AA/l�Caemployer.1oovrRht i00�2013 bYate f 1=laridar:: Privacy statement :: Accessiblity statement :: Refund statement Under Florida law, email addresses are }ublic @cords. If yo• do. Rant your e-•rall addr•ss released in response to a public -records zquest, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to section 455.275(1), Florida Stabvtes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. mist provide the Department with an email address if they have one. The mails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to • • • • • • • • • • • • h //www.floridabuildin .or / r/ r_a • • dtl as • arom-wGEYX vm vMZS 39J... 2/27/2014 �P= g g P P PP_ 1�-P Q�q J 4 Florida Building Code Online Page 3 of 3 supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, E.S., please dick here . Product Approval Accepts: • • • • • • • • • • • 0:411 000 0:0 000 0:0 • •• • • • • • Y • • • • •i •• •• • Y •• http://www.floridabuilding.org/pr/pr_app dtfaspx3paradnvv�rE`VXQwtDgvmjvMZSg39J... 2/27/201 Lucas A. Turner, P.E., MBA 2080 Mauve Terrace North Port, FL 34286 Ph. 941-380-1574 Evaluation Report 186E December 16, 2011 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact, 72" x 63" unit size XO or OX, DP60 Manufacturer: Custom Window Systems, Inc. 1900 SW 4e Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4), using 9N-3.005 Method 1 option (d).. This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -186B, signed and sealed by Lucas A. Turner, P.E. on 12/7/11. 2) Test Report NCTL-210-3433-1, -M -2 and -2A; from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard. J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/1.S.2/A440- 2005, and ASTM E 1886/1996 2002 3) Supplemental Calculations to support CWS -186B, signed and sealed by Lucas A. Turner, P.E. on 12/7/11 Installation: Units must be installed according to approval document CWS -186B. Limitations of Use: This product: • May be used in O/X or X/O configuration in sizes up to 72" x 63" unit size, with max. glass daylight sizes as shown in CWS -186B • Achieves design pressures of +/-60 psf • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires glazing as shown in CWS -186B, using Dupont PVB Interlayer per Miami -Dade N.O.A. #11-0624.01 • Requires outer lite in I.G. to be safety glass when used in HVHZ above 30 ft of grade • Requires Milmon rigid PVC frame extrusions per Miami -Dade N.O.A. 11-0830.09 Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. Lucas A Tumer, P.E. 2011-12-16 14:38-05:00 0 Lucas A Turner, P.E. FL PE #58201 • • • • • • r " 1J �g� • • 5j�� i�4 PS �Pi Y�4 y/1J ��'jP !# .� 12/16/11 . .. Lucas A Tumer, P.E. 2011-12-16 14:38-05:00 0 Lucas A Turner, P.E. FL PE #58201 - 32_311.8"_ GLASS DLO HURIZUN1AL SLIL)ER ELEVATION LARGE MISSLE IMPACI PVC IMPACT REQUIREMENTS: 3s 112„ MAX: SASH WIDTH 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH DESIGN PRESSURE RATINp B UPDATED PER 2010 FBC 12M2011 THE FLORIDA BUILDING CODE, CURRENT EDITION, z80 2. GLAZING OPTIONS: (SEE SHEET 3) LUCAS A. TURNER FL P.E. 58201 A UPDATED PER NEW F$C'REGtUIREINENTS 71077200@ ' 73114' MAX. OVERALL FLANGE WIDTH 3, APPROVED CONFIGURATIONS: "OX", "XO" 4. DESIGN PRESSURE RATINGS: 72" MAX. UNIT WIDTH -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM 1900 SW WINDOWS & DOORS 44TH AVE. TABLE OF CONTENTS55201 E-1300. OCALA, FLORIDA 34474 GENERAL NOTES & ELEVATIONS........... ............... I ANCHOR SCHEDULE & NOTES ...............................2 Lucas A. Turner, P.E. 2011-f2-07 11:30-05:00 z°� A E T" GENERAL NOTE6 &ELEVATIONS -IMPACT rttl - -pOSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST DP CHARTS & GLAZING"Or "X0 .......................... SECTION VIEWS & ALT. FRAME''OX, "XO"............4 3 PROPR(ETARYANDCO?FIDENTaL 12/7/lf r D�11 .r . p .� ic+ ........ p R 10."' �,+° 6 7 07/1112011 PRESSURE AND GLASS TABLES ASTM E-1300. THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM SYSTEMS, ANY aQwsINPAR19OR Sx ��tyf PVCHORl2:SLIDERt NTS CWS -18S INSTALLATION ..............8;.7 5. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF SI,ININC. SAWHLEWITHOUTTHE WINDOW OF REMwl lit$ 01A ITER; B _.. 1 OF 7 THIS PRODUCT. SEE SHEET 6-7 FOR ANCHOR DETAIL. WINDLOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 64114" I MAXOVERALL I 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED, THE OVERALL 69 IMPACT SWEEP. LOCKS ARE INTENDED, TO BE LEFT .UN UNLATCHED DURING NORMAL C X. OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HEIGHT 0 g� HURRICANE WINDS AND FLYING DEBRIS. B HEIGHT • • • S 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT • • • • p 1 I • • `"1 I v I I Ind'/ FIXED MEETING RAIL AND HEAD/SILL • 0000 63" 7 • • ^ S. REFERENCE TEST REPORTS: NCTL-210.3433-1, 1A, 2,2A • • MAX, • • • • • • • HRGHT • • 9. SERIES I MODEL DESIGNATION HS -8200.. GLASS DLO • • • • 10. 1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO ::a:: I PROPERLY TRANSFER ALL LOADS TO STRUCTURE: BUCK OR FRAMING IS THE • 0000 • • • • i • 1 • • • • • I 1 1 RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. • ••00 • 0000 5e s1a„ •000• 11. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X =OPERABLE SASH, 0 = 0000 GLASS 0000 FIXED SASH • • pa • • • • • • • 12. SECTION CALLOUTS FROM OIX ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR • • • • • I LOCATION. • • • I 0000• I I • • • • • • • • • I • • • • • • 1 13. WEEP SLOTS = 114" X V LOCATED 4" FROM BOTH ENDS • ••••••zfD • • s - 32_311.8"_ GLASS DLO 32 GLASS 39 D DLO 3s 112„ MAX: SASH WIDTH DESIGN PRESSURE RATINp B UPDATED PER 2010 FBC 12M2011 z80 LUCAS A. TURNER FL P.E. 58201 A UPDATED PER NEW F$C'REGtUIREINENTS 71077200@ R. "N y`Ky4,lyi�� . C£ .`•Car.�......... �. :1) : 1900 SW WINDOWS & DOORS 44TH AVE. TABLE OF CONTENTS55201 OCALA, FLORIDA 34474 GENERAL NOTES & ELEVATIONS........... ............... I ANCHOR SCHEDULE & NOTES ...............................2 Lucas A. Turner, P.E. 2011-f2-07 11:30-05:00 z°� * ss G "3i' S'Yfi71i� DF �• T" GENERAL NOTE6 &ELEVATIONS -IMPACT rttl - DP CHARTS & GLAZING"Or "X0 .......................... SECTION VIEWS & ALT. FRAME''OX, "XO"............4 3 PROPR(ETARYANDCO?FIDENTaL 12/7/lf r D�11 .r . p .� ic+ ........ p R 10."' �,+° s. I,' Y; atn 8200 ADE MOI.::L: r.l t.: c Face:. 07/1112011 SILLODETAILFMATERIALS... THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM SYSTEMS, ANY aQwsINPAR19OR Sx ��tyf PVCHORl2:SLIDERt NTS CWS -18S INSTALLATION ..............8;.7 SI,ININC. SAWHLEWITHOUTTHE WINDOW OF REMwl lit$ 01A ITER; B _.. 1 OF 7 XMAX, O.C.«•� SEE NOTE 2 8" MAXM� - A-�F------�4 �' (TYP) 6" MAX. (TYP) 17" MAX. O.C. (TYP) I A_ MAX. J i i I I MAX. (TYP) r---- INSTALLATION ANCHORS TYP. . B 8" MAX.O.C. (TYP) /*/ NOTES SWEEP LOCKS ONLY ENGAGED DURING HURRICANE. LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMB )III III INSTALLON ANCHORS TYP.. • • 0000•• C ANCHOR LAYOUT - FLANGE ANCHOR LAOUT - EFIN) Tf!RU NAII.INO FIN (WOOD OPENING • i • • • _ • • • • • • • THRID FRAME (MASONRY OPENING) 0000 0000 0000•• 0000 • 0000 •0000• • • • N� • • 0000 • 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR$ SAME AS HEAD. 0000•• 0000 0000•• • •2. SHIM AS RA; TE•AOH SET O* INS * `LATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT. • • • •3 IrppD BEARING SHIM4SHALL Bt GaNSTF;UCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4. 3/16" DIA. ELCO ULT ON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 112" SHALL 5. 010 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1318" INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 718" SHALL BE ACHIEVED IN EITHER DIRECTION. 8. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 11/2" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 114" SHALL BE ACHIEVED IN EITHER DIRECTION, T ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING.BUPDATED A_ MAX. J -TED PER 2010 FBC - _........._._._ (TYP) SWEEP LOCKS ONLY ENGAGED 8" MAX, D.C. DURING HURRICANE. ' LOCKS ARE LOCATED AT THE (TYP) THIRD POINTS ALONG THE FRAME LUCAS A. TURNER, FL P.E. 58201 JAMB 7/07/200( r---- INSTALLATION ANCHORS TYP. . B 8" MAX.O.C. (TYP) /*/ NOTES SWEEP LOCKS ONLY ENGAGED DURING HURRICANE. LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMB )III III INSTALLON ANCHORS TYP.. • • 0000•• C ANCHOR LAYOUT - FLANGE ANCHOR LAOUT - EFIN) Tf!RU NAII.INO FIN (WOOD OPENING • i • • • _ • • • • • • • THRID FRAME (MASONRY OPENING) 0000 0000 0000•• 0000 • 0000 •0000• • • • N� • • 0000 • 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR$ SAME AS HEAD. 0000•• 0000 0000•• • •2. SHIM AS RA; TE•AOH SET O* INS * `LATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT. • • • •3 IrppD BEARING SHIM4SHALL Bt GaNSTF;UCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4. 3/16" DIA. ELCO ULT ON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 112" SHALL 5. 010 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1318" INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 718" SHALL BE ACHIEVED IN EITHER DIRECTION. 8. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 11/2" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 114" SHALL BE ACHIEVED IN EITHER DIRECTION, T ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING.BUPDATED -TED PER 2010 FBC - _........._._._ 12/7/2011 DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. LUCAS A. TURNER, FL P.E. 58201 AUPDATED PER NEW FBC REQUIREMENTS 7/07/200( 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL. NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. et t 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: E.... E"N4e' tP�+ ::iT+mmoWs A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.55 (SOUTHERN PINE OR GREATER)u , No 58201 '•}1 . a DooRS 1900 SW 44TH AVE. B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI, p %OCALA, FLORIDA 34474 C. MASONRY • STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE I (OR GREATER). ilr . ='!rt 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE ,Z °x- STAT E OF Ij ANCHOR SCHEDULE & NOTES - IMPACT OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOW ING THE CURRENT i2/7/Il '� 0 : 'V ar, F.. '` ''8240 JAtEADE 07/11/2011 VERSION OF THE REFERENCEOOCUMENTS: PROPRIETARY AND CONFIDENTIAL FMAAAMA200(FLANGEWINDOWS), THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM IN PART OR ASA WHOLE THE L. •. 0 p y� ,.%�� + r+�w?S r5 C"�L`ti4'k PVCHORIZ.SLIDENT$ EAR—mq'' rr :>NFMAIAAMA100(FlNWINDOW3) CWS 18@ FMAIWDMA 250(BOX WINDOWS), FMAJAAMAJWDMA 300(EXTERIOR DOORS). WRITTEN PERMISSION OWINDOW SYSTEMS. INC. F CUSTOM WIINDOW 9 STESNC, IIB ROHI6ITEDUCTION �OUT ��}F��ii 'A`f LI. _ B 2OF7 d 0 GLASS TYPE B FULL SIZE z� 718" OVERALL 1/8" ANNEALED or TEMPERED 7118' AIRSPACE 5118' LAM[ 1/8" ANNEALED &RQ DUPONT PVB INTERLAYER 1/8" ANNEALED PURFECT GLAZE "H" SIKAFLEX 552 ---112" GLASS BITE ARmWETARYAND CONPIDENT14L 1217111 AWING THE INFORMATION CONTAINED IN THIS DRI$ THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. 13 PROHIBITED, URNER FL P.E. 58201 B I UPDATED PER 2010 FSC 112/712011 A 5116" OVERALL 7!07!200£ 1i„Tllttli” t{ fv ! RI 118' ANNEALED GLASS `C E" b� • �"A #. WrINMO 1s ORS .O No 58201 '. 1900 SW 44TH AVE. 1 OCALA, FLORIDA 34474 W DUPONT PVS INTERLAYER Jr STATE OF Jell— ""XO"- "OX" DP CHAR & GLAZING - IMPACT P ,"may O t.."` `r.ara:8200 as ADE 07!1112011 118" ANNEALED GLASS PVC HORIZ. SLIDER 1:1 CWS -188 tittie,Ai„titi#� aLit: B 3OF7 • • • see* • • • 5 PURFECT GLAZE "H" • t • t • • • • SIKAFLEX 552 • • • t • yrs. t:0066 • • s • •••• •••s •• •• GLASS SITE ...... . .. . • • ••s• •••• •••.•• GLASSTYPEA •• ••••e• s •• FULL SIZE a • • s d 0 GLASS TYPE B FULL SIZE z� 718" OVERALL 1/8" ANNEALED or TEMPERED 7118' AIRSPACE 5118' LAM[ 1/8" ANNEALED &RQ DUPONT PVB INTERLAYER 1/8" ANNEALED PURFECT GLAZE "H" SIKAFLEX 552 ---112" GLASS BITE ARmWETARYAND CONPIDENT14L 1217111 AWING THE INFORMATION CONTAINED IN THIS DRI$ THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. 13 PROHIBITED, URNER FL P.E. 58201 B I UPDATED PER 2010 FSC 112/712011 A JUPDATE0 PER NEW FBC REQUIREMENTS 7!07!200£ 1i„Tllttli” t{ fv ! RI `C E" b� • �"A #. WrINMO 1s ORS .O No 58201 '. 1900 SW 44TH AVE. 1 OCALA, FLORIDA 34474 Jr STATE OF Jell— ""XO"- "OX" DP CHAR & GLAZING - IMPACT P ,"may O t.."` `r.ara:8200 as ADE 07!1112011 q Y ♦� INf PVC HORIZ. SLIDER 1:1 CWS -188 tittie,Ai„titi#� aLit: B 3OF7 INTERIO 3 s • • 0000 000 so* ••• 0000 0000•• • ••• • 0000 • • 000 INS RIOB •EXTEFO i •*• • • •000•• ••• 0000 0 0. • • ••• 0 •• 1 • TYPICAL VERTICAL SECTION NOTE: SHOWS FIXED GLASS CUTAWAY FRAME HOOK LOC. FRAME SASH CLIP IMPACT HOOK SPACING: 1) HEAD HOOKS: A) 8" FROM UNIT EDGE TO EDGE OF NOOK. S) A THIRD HOOK IS CENTERED IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 613/4'. C) ER HOOK 3 718" FROM EDGE OF MTG RAIL. / 2} SASHINNCATCH: A) 2-112" FROM SASH CORNER TO EDGE OF CATCH. \' S) A THIRD CATCH THS GREATER AN OR EQUALIS CENTERED IN SASH TO 61 ( F UNIT WIDTH I 314'. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 114". DETAIL C (HEAD IMPACT HOOKS) OTE: ITEMS?7, 34, 39, 40, 41,48, 1, 62 ARE.USED BUT NOT SHOWN OR CLARITY. SECTION VIEW XA SECTION VIEW C -C 7 ALTERNATE FIN FRAME ZZ PROPRIETARYAND CONFIDENTIAL 12/7/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPER(' OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. PVC, Jb. 31/8" 11 2 11(16" 3 L IJ 4 3 PVC FRAME FLANGE -6031 13 5-6056 Ga Bd., 5%Blawi', HDrtz. Mkron PVC 1 1!4" PVC FRAME FIN -6026 �1112"— W 112" 14 M056 Gla Ed., 5116 ISO", Vert. Mhron PJC 7118° gD 1118" L 5 15 5-8063 Rxed Rad Coyer Micron PJC 9718" ALUM SASH MTG. RAIL -1497 16 5.6084 Glx. 8d., 718 lani Mkmn PJC ALU ROLLER TRACK- 1778 17 5-6013 Scrn. Adept., w1 Nb, PJC - Mkmn WC 1 6116' 1 /16" 0 3116" 5 18 8.0014 Sorn, Adapt, PJC Mkmn PJC L ` J— I, P-3804 Roller, Tandem Mil v Ion o 22 83763 6prtng Lock, impact, PVC hterlook PVC FIXED RAIL CtlVER-8083 1:518" 23 84069 �, tract PVC Interlock ALUM FIXED RAfL-1838 n 8 2 • 24• 8447 Caverwlfla •• M&M Nylon —5.— • • • 15 • P-3559 #8 x 318 somw, FraA hoot Holfk Bastenal Steel - 618" PVC SASH SIDE RAIL -6028 • 26 8342 5gE&O x.107 bac FlnSeel, ra Aj rafab 1 5116"'••� ' • • • F • R483B x 2 iR Ph T111$e wl$ • a% steel 12 —IL1L7 3/1b" • 30 84051 W x 1 114 R1 FH Faelenal Steel 318 314" see PLAN VIEW ALUM SASH IMPACT HOOK -1656 J�--114" 10 • 32 83010 Bulb Vlnyl w! Popfd Base, ,358 High Fastanel Steel PVC ROLLER TRACK 6005 7 �• •!8• P-3611 #S Bgaure Pen TeRi�rdlRr• Fastenal Steel 3118" 16 783342 S*aplfetalor,S 55 Schnee Silicone 1 3"• •35 83752 Cap Rug 1/2"Hole MSM Nybn 5 .PVC GLAZESEAD - 6064 ALUM S.E,RJS.S.R.-1496 •A. 1 428ze "H1, Henkel) $No Silicone SCREW SUP. -3119 • 38• 83352 et. BkA®5Dur„1!8"x*Ws V Lg. RankLowa Rubber •• PPI -3663 82000old C®rL'L I, b, actASTME,DADE M&M Nybn 1111•46 Tercporary Lbl. (r�FRCD 0 3116" • • fol. (I o • • • • TIEf 1 51— 17 42 eta 9116 II 1lDrnl 43 Sw cep Lock• • • 1!2”Su11Nan zinc a eap Look SUI1NEn zine ALUM GLAZE BEAD -1112 1 3/16" PVC SCREEN CATCH - 6013 45 112"Barr•/ Fasteper Fastenal Steel 5"PYC SASH TOPlBTM RAIL -6004111846 Screen Frame . Allmetel RallForm 18 48 83321 Screen From Crirner Key ARratal Nylon 718" g 5118" 49 83581 Screentgoth.1ax.16Fberglass Rrirer 50 83228 Screen Splho,.106 qe, Elk Dopa PLAN VIEW ALUM FRAME IMPACT HOOK -1577 PVC SCREEN SUPPORT -6014 .51 83029 Screen Pub Tab Summit .. 52 83033 Screen Spring s$ Hurley B UPDATED PER 2010 FBC 1217!2017 53 P-3541 #8x112"tluadRiTElc2Zinc, Qframal otcatch Faeienal Steelt4i �4„ LUCASATURNERFLP.E.58201 A UPDATED PER NEW FBC REQUIREMENTS 7/07/200f 54 H-0026 Mein Fr., SF( wl Rn., PVC Mkron PVC s B ' 65 83113 Screw Support, PVC Teamgasgc Rubberit ��+,{tk�� RFj+y��"'Oe 56 8-1112 Glazing Beed Ke mark Alum - 4�`p. P� C 9 tu'�"•';�,p �i• 57 S-1886 Sash Catch, PVC act Keymerk Alum PVC GLAZESEAD - 6056 15116" 1/18., a- fi""•,'�SO �rw ? SYINDO{4S &HOOKS 58 "f I9 Watp., 0.420x A117beckFinSeal, Gra Keyrrerk Alum -.1; No 5$201 ;11 : 1900 SW 44TH AVE. 89 5.1677 Brn aa Catch, PJC lrpact Keymark Afum *. ` �, ' OCALA, FLORIDA 34474 60 5-1778 ALUM. SASH RE1NE -1899 Roller Track- Ke mark Alum . * trrLr: . Y �j 7>EXTRUSIONS & B.O.M.LARGE MISSILE IMPACT i wS STAIR OF W '"r Q.1r +r P.=,: =121 x'8200 n til v' ADE TE. 07/11120,1 PROPRIETARYAND CONFIDENTIAL 1217/11 . ,( 'C.•"• �'$'� THE NFORI.t4TION CONTAINSO IN THIS DRAWING ISTHESOtE PROPERTY OP GIISTOM r��li-""L7.fi 1•" ,�'� ih00 L. 1:2 tNO"�CW5=18fi LITELUTEMUSM XT37ARENUT.USEDINUSIOYS ARE HIS PRODUCT. WINDOWWRMFCN PERMi5S10NOPNYREPRWINCTIONI PART ORASAWHOLE WITHDVTTHE i+yf&1t)Nq� L PVCHORIZ°SLIDER MIN CUSTOM zt-,.. L,: 1t a: B _ ! 13 OF 7 0 7 CONSTRUCTION CONSTRUCTIOti 2 3(18° Isms° CCRNER WELD CORNER WELD (ALL SIDES): PVC SASH MTG. RAIL -8027 I (ALLSIDES) FIXED MEETING RAIL 5/8" g SCREWED TOGETHE WITH .OUTERFRAME CONCRETEIMASONRY 'BY OTHERS INSTALLATION ANCHOR, 3116'DIA. MASONRY SCREW wANASHER THRU SCREW SUPPORT [CJ SEALANT BETWEEN BUCK AND OPENING BY OTHERS .,— • •• ••• •••• • • • • • % EALANT BEHIND PtPI @ • • BYINSTALLER •• ••• • FERIOR FINISH LV2! MIN EDGE DIST jjj^^^��•--- CONCRETEIMASONRY (C) J BY OTHERS aPl.b 11/4' MIN EMBEDMENT • a ' s . P a• a..•—INSTALLATIONANCHOR, T ~ 1 BY BUCK EXTERIOR FINISH BY OTHERS [A) .. b BY OTHERS • • • • % L • • • • • SUOKAND OPENING 114" MAX SHIM • • RIVETER SEALANT • [BJ • BYINSTALLER • • 2 BY WOOD BUCK BY OTHERS [AJ BY 07HER9 HORIZONTAL SECTION • •• • • • • INSTALLATION ANCHOR, 311 S" DIA. • EALANT BEHIND FL jNGE INSTALLATION ANCHOR,: DIA. • MASONRYSCREW wNlASHER Y INSTALLER • • THRU SCREW SUPPORT [CS • •• ••• •••• • • • • • % EALANT BEHIND PtPI @ • • BYINSTALLER •• ••• • FERIOR FINISH 71= MIN EMBEDMENT OTHERS _ 1 BYWOOD BUCK BY OTHERS [A] �+-114" MAX SHIM II [B] 1. lrrl. •I. aPl.b ' • PP+ a..•—INSTALLATIONANCHOR, 410 WOOD ANCHOR W/ 114" MAX SHIM 191 BOTTOM SWEEP LOCKACITVATED ONLY 7.�W MIN EMBEDMENT DURING HURRICANES. IN 1 •4.° L:IIL". MIN EDGE DIST• ICl ,e•e4 °•° ,}1 j SEALANT BEHIND BYINSTALLER EXTERIOR FINISH PERIMETER SEALANT BY OTHERS. BY INSTALLER %131 HORIZONTAL SECTION 8 FRAME{MASONRY] :) INSTALLATION ANCHOR, 3116" DIA, MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT(C1 SEALANT UNDER SCREW HEAD BYINSTALLER -HIGH STRENGTH STRUCTURAL GROUT SY OTHERS 114' MAX SHIM T� [B1 1, I SILL STOOL BY OTHERS • USE SOLID WOOD SUPPORT TO MAKE SILL LEVEL, p.P BY OTHERS, 11/4_ MIN EMBEDMENT EDl Imo— a 1/2' MIN EDGE DIST IC) 71= MIN EMBEDMENT [Cl 1 BYWOOD BUCK BY OTHERS [A] �+-114" MAX SHIM II [B] 114" MAX SHIM 191 BOTTOM SWEEP LOCKACITVATED ONLY 7.�W MIN EMBEDMENT DURING HURRICANES. IN 1 •4.° L:IIL". MIN EDGE DIST• ICl ,e•e4 °•° ,}1 j SEALANT BEHIND BYINSTALLER EXTERIOR FINISH PERIMETER SEALANT BY OTHERS. BY INSTALLER %131 HORIZONTAL SECTION 8 FRAME{MASONRY] :) INSTALLATION ANCHOR, 3116" DIA, MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT(C1 SEALANT UNDER SCREW HEAD BYINSTALLER -HIGH STRENGTH STRUCTURAL GROUT SY OTHERS 114' MAX SHIM T� [B1 1, I SILL STOOL BY OTHERS • USE SOLID WOOD SUPPORT TO MAKE SILL LEVEL, p.P BY OTHERS, 11/4_ MIN EMBEDMENT EDl Imo— a 1/2' MIN EDGE DIST IC) SEALANT BEHIND FLANGE BYINSTALLER 114" MAX SHIM PERIMETER SEALANT IB1 BYINSTALLER EXTERIOR OTHERSINISH •Dr D . sr • .•Dr •D• •sr •Dr . s 11 114" MIN EMBEDMENT D°� r D. g• sp r pr D D► e• •9.rD rDDDrDr •sDs D.o D••�r I -•—It= MIN EDGE 01ST CONCRETEIMASONRYICI BY OTHERS D ALTERNATE PRECAST SILL DETAI... S FRAME {MASONRY} z� PROPRIETARYAND CONFIDENTIAL 12%7/1.1 THE INFORMATION CONTAINED IN THIS DRAWING 15. THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRCCUCTION IN PART OR AS A W HOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED, FL P.E. `ter F No b[i201 ';?s' -01 :n: I . STATE, OF Pu 0. %. J117NDOWS & DOOR; SW 44TH AVE. .A, FLORIDA 34474 REFERENCE NOTES; 'AilEE NOTE 10, SHT 1 [B SEE NOTE2&3;SHT2 [ SEE NOTE 4 6, 6HT2 [I SEE NOTE , SHT 2 IE1 SEE NOTE .6, SHT 2 -LfIRVC IwiOJLC IwI�A4 ADE AT"071111201 SOP 7 e.A• 7Le" IN NAGE DIST a..•—INSTALLATIONANCHOR, 410 WOOD ANCHOR W/ j p . • WASHERTHRU SCREW P SUPPORT.[DI .. b SEALANTSETWEEN SUOKAND OPENING BY OTHERS .. ,, PERIMETER SEALANT BYINSTALLER EX7rERIOR FINISH 2 BY WOOD BUCK BY OTHERS [AJ BY 07HER9 HORIZONTAL SECTION S FRAME(WOOD) OTE: JAMB IM"R FOR 2SY INSTALLATION, INSTALLATION ANCHOR,: DIA. I E TALLATlON SAME AS SHOWN BELOW. MASONRY SCREW WINEOPRENE BACKED WASHER THRU SCREW SUPPORT [C1 SEALANT UNDER SCREW HEAD BYINSTALLER SEALANT BEHIND FLANGE BYINSTALLER 114" MAX SHIM PERIMETER SEALANT IB1 BYINSTALLER EXTERIOR OTHERSINISH •Dr D . sr • .•Dr •D• •sr •Dr . s 11 114" MIN EMBEDMENT D°� r D. g• sp r pr D D► e• •9.rD rDDDrDr •sDs D.o D••�r I -•—It= MIN EDGE 01ST CONCRETEIMASONRYICI BY OTHERS D ALTERNATE PRECAST SILL DETAI... S FRAME {MASONRY} z� PROPRIETARYAND CONFIDENTIAL 12%7/1.1 THE INFORMATION CONTAINED IN THIS DRAWING 15. THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRCCUCTION IN PART OR AS A W HOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED, FL P.E. `ter F No b[i201 ';?s' -01 :n: I . STATE, OF Pu 0. %. J117NDOWS & DOOR; SW 44TH AVE. .A, FLORIDA 34474 REFERENCE NOTES; 'AilEE NOTE 10, SHT 1 [B SEE NOTE2&3;SHT2 [ SEE NOTE 4 6, 6HT2 [I SEE NOTE , SHT 2 IE1 SEE NOTE .6, SHT 2 -LfIRVC IwiOJLC IwI�A4 ADE AT"071111201 SOP 7 • (1:) VERTICAL SECTION 7 FIN (WOOD) 1312 MIN EMBEDMENT (E] / 2 BY WOOD BUCK ,,✓ BY OTHERS (A] ,�.✓ INSTALLATION ANCHOR, 48 WOOD SCREW WI WASHER [E] 314 MIN EDGE DIST [E] 114" MAX SHIM 114" MAXSHIM {B] 114' MIN EDGE DIST E \-2 BY WOOD BUCK .. I BY OTHERS [A] INSTALLATION ANCHOR, #8 WOOD SCREW W/ WASHER [El 1312. MIN EMBEDMENT [El I. MIN EDGE DIST [E] 2 BY WOOD BUCK .. BYOTHERS [A] 1/4" MAX SHIM (S) INSTALLATION ANCHOR, 118 WOOD SCREW W/ WASHER [El 3_i/2.". MIN EMBEDMENT fE] SHEATHING Zug BY OTHERS d • d • o y,d+ "r d. •4a °°d e° EXTERIOR FINISH d••• 'Od e . BY OTHERS SEALANT BEHIND FIN. PERIMETER SEALANT BYINSTALLER BYINSTALLER ' WINDOW WRAP BYINSTALLER F HORIZONTAL SECTION 7 FIN (WOOD) �� PROPRIETARYAND COMDENTIAL 12/7111 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROF11917ED. LUCAS A. C REFERENCE NOTES [A] SEE NOTE 10, SHT 1 [B SEE NOTE III SHT 2 [C] SEE NOTE 4, SHT 2 [E] SEE NOTE 8, SHT 2 SHEATHING BY OTHERS EXTERIOR FINISH----,,,. BY OTHERS� °• SEALANT BEHIND FIN---,, "d WINDOW WRAP 8 BYINSTALLER ep�� PERIMETER SEALANT BYINSTALLER C •••• • • • PERIMETER SEALANTu!q'e BY INSTALLER WINDOW WRAP a� i BYINSTALLER ° SEALANT BEHIND FIN BYINSTALLER aoF e•o,, EXTERIORFINISH BY OTHERS SHEATHING BY OTHERS (1:) VERTICAL SECTION 7 FIN (WOOD) 1312 MIN EMBEDMENT (E] / 2 BY WOOD BUCK ,,✓ BY OTHERS (A] ,�.✓ INSTALLATION ANCHOR, 48 WOOD SCREW WI WASHER [E] 314 MIN EDGE DIST [E] 114" MAX SHIM 114" MAXSHIM {B] 114' MIN EDGE DIST E \-2 BY WOOD BUCK .. I BY OTHERS [A] INSTALLATION ANCHOR, #8 WOOD SCREW W/ WASHER [El 1312. MIN EMBEDMENT [El I. MIN EDGE DIST [E] 2 BY WOOD BUCK .. BYOTHERS [A] 1/4" MAX SHIM (S) INSTALLATION ANCHOR, 118 WOOD SCREW W/ WASHER [El 3_i/2.". MIN EMBEDMENT fE] SHEATHING Zug BY OTHERS d • d • o y,d+ "r d. •4a °°d e° EXTERIOR FINISH d••• 'Od e . BY OTHERS SEALANT BEHIND FIN. PERIMETER SEALANT BYINSTALLER BYINSTALLER ' WINDOW WRAP BYINSTALLER F HORIZONTAL SECTION 7 FIN (WOOD) �� PROPRIETARYAND COMDENTIAL 12/7111 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROF11917ED. LUCAS A. C REFERENCE NOTES [A] SEE NOTE 10, SHT 1 [B SEE NOTE III SHT 2 [C] SEE NOTE 4, SHT 2 [E] SEE NOTE 8, SHT 2 Florida Building Code Online Page 1 of 2 01d8 D-T,,qmj tl� BCIS Horne Log In User Registration Hot Topics Submit Surcharge t Stats & Facts Publications MC Staff ; BOS Site Map . Links Seamb Business/ , tofessi dh"'] _&IPsE�aw User Approve! p 'a ;o ,, .Product Aoottsvo? Menu > F—rr educt or Aooiicatinn 5r-wmh > AVWication Eest> Application Detail -= FL # Fl -9520-R4 Application Type Revision Code Version 2010 Application Status - Approved - Comments Archived - Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 5W 44th Avenue Ocala, FL 34474 (352)368-6922 Ext 207 mlafevre@cws.cc Authorized Signature Michael La Fevre mlafevre@cws.cc Technical Representative Brian Tenace Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Cal Ledy Address/PhonoEmail 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 cledy@c's.cc Category Windows - Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardoopy Received 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 Lucas A. Turner PE -58201 Keystone Certifications, Inc. 04/10/2016 Steven M. Urich, PE W Validation Checidist - Hardcopy Received FL9520 R4 COX EvalReo CWS -836 (3 in, Mull ImnaLt).txlf Referenced Standard and Year (of Standard) %andard Year AAMA 450-06 2006 • • 000 • IkSSTTM-E188O056 • • - 2005 • • • • F11404 : 2009 • • • • • iA VS :OS?2 @1203 • • 1994 •• ••• •• • • • •• Equivalence Of Product Standards Certified By Sections from the Code • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • http://wWw.floridabuilding.org/pr/pr app •del.aspx'7parain+4GVV�'Qv,�DgvlHvm.uJRWe... 10/31/2013 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/30/2012 10/3012012 11/02/2012 12/04/2012 Page 2 of 2 Su maty of ProducLS ! FL # IModel, Humber or Name Description 9526.1 3` AIum.7ube Mullion 3" Alum. Tube Mullion, Horizontal &Vertical, t=in &flange appli IN E `antact Us :: 1940 north Monroe Street, Tallahassee FL 32399 Phone, 850-482-1824 The State of Florida is an AA/EEO employer. Copvriaht 2007-2013 State of Florida.:; Privxv Slit em -co :: Accessibility Statement ;; ReAMd Statement Under Florida law, email addresses are pubic records. If you do not want your e-mail address released in response W pudic -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. if you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275 (1), Florida Statutes, effective October L, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The email provided may be used for official communication with the licensee. However email addresses ace public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you ane a licensee under Chapter 455, F.S_, please click here . Produ t Approval Accepts: M1 INEWN 11 "r •• ••• • • • cations. •• (IMPACT) Limits of Use Installat'on Instructions Approved for use in HVHZ: Yes - FL952C� R4 I7 CWS -83 (3 in Mull. Impactt.otlf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Impact; See Installation Instructions and FL5-20 R4 AE E211keo CWS -S36 f3 in Mull, Impact) odf Evaluation Report for complete list of Limitations and Conditions of Use. 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 Installation Instructions - Approved for use in HVHZ: Yes FLr-r" R4 II CIAJS-837 4 it Mull Itrlpai;Q pdf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: WA Evaluation Reports Other: Large Missile Impact; See Installation Instructions and FLc!Ue R4 AE Fv�IRen CWS -837 f4 in Mill. Imoact).Ddf Evaluation Report for complete list of Limitations and Conditions of Use. Created by Independent Third Party: Yes 952D.3 5 i/2" Alum. Tube Mullion 5 1/2- Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLl -, 2n R4 II CWS -838 (5.5 in Wil. Impactl ndf Approved for use outside HVHZ Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design pressure: N/A Evaluation Reports Other: targe Missile Impact; See Installation Instructions and FLS --.20 R4 AE Eallkey 08 S-838 MS in Mull. Imoact).pdf 1 Created by Independent Third Party: Yes Evaluation Report for complete list of Limitations and Conditions of Use. IN E `antact Us :: 1940 north Monroe Street, Tallahassee FL 32399 Phone, 850-482-1824 The State of Florida is an AA/EEO employer. Copvriaht 2007-2013 State of Florida.:; Privxv Slit em -co :: Accessibility Statement ;; ReAMd Statement Under Florida law, email addresses are pubic records. If you do not want your e-mail address released in response W pudic -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. if you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275 (1), Florida Statutes, effective October L, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The email provided may be used for official communication with the licensee. However email addresses ace public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you ane a licensee under Chapter 455, F.S_, please click here . Produ t Approval Accepts: M1 INEWN 11 "r •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • •• • • •• • • •• • • • • • • • • • • http://www.floridabuilding.org/pr/pz app• dtl; Vp!2paAn4*CM wtDgvIHvmuJRWc... 10/31/2013 TURNER ENGINEERING & CONSULTING, INC. Product Description: PVC 3" Mullion 14-1758 2080 Mauve Terrace North Port, FL 34286 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 836 October 26, 2012 Manufacturer: Custom Window Systems, Inc. 1900 SW 441 Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -836, signed and sealed by Lucas A. Turner, P.E. 2) Test Reports NCTL-210-3833-1, -IA, -2,-2A, -3, and -3A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. - a. Testing Performed: TAS 201/202/203-94, ASTM E 1886-02/04/05, ASTM E 1996-04/06/09, and AAMA 450-06 3) Supplemental Calculations to support CWS -836, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS -836. Limitations of Use: This product: • May be used up to the sizes and design pressures as shown in CWS -836, using clips as shown in CWS -836 • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • May only be used with Custom Window System, Inc. windows, please see individual window unit approvals for applicable design pressures and for more details Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do .I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. • • • • $&ItiI41jfo �►'�1� Lucas Turner • 2012-10-26 9 ... ...� p f••• p= Z. • • • �wAj �, Y�ry•�• • •r 4•LFr. ,! 1:23-04.00 10/26/2012 Lucas A. Turner, P.E. FL PE #58201 • •• ••• • *:Leo* SHOWN W/DIFFERENT OPTIONS • • 14ME HORIZONTAL MULLION • •EW SECTION VIEWS ONLY ANCHOR SCHEDULE..............................2, 3 EXTRUSIONS & B.O.M..............................4, 5 MULL BAR SECTION VIEWS..................6, 7 • 8, 9 • we NOTES & 3 ¢GENERAL ELEVATION - MULLBAR IMPACT MULL BAR ADE )7 �r .2 MrW7 fi`�11,p�C1fVA ;ALUM. MULL.NTS CWS 636 TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS..........I o ANCHOR SCHEDULE..............................2, 3 EXTRUSIONS & B.O.M..............................4, 5 MULL BAR SECTION VIEWS..................6, 7 INSTALLATION DETAILS. .......................... 8, 9 CHOR IP ANCHOR CUP 6 9 1 ANCHOR CLIP EXAMPLE VERTICAL MULLION FOR SECTION VIEWS ONLY cas Turner 2012-10-26 11:23-04:00 Z -L PROPRIETARY AND CONMPMTIAL 10/26/2012 THR fNFO9MATION CONTANWO IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WR=EN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. 15 PROHIBITED. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY W ITN THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. CONFIGURATIONS SHOWN: (SEE SHTS 2-3) 1. VERTICAL 2. HORIZONTAL 3. ALL MULLION EXTRUSIONS ARE 6063 -TB ALUMINUM, 4. SEE MULLION CHARTS FOR MAXIMUM DESIGN PRESSURES, LENGTH AND ANCHOR SCHEDULE. (SHEETS 2.3) 5, CONTRACTOR 16 RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. 6. RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFTEY REQUIREMENTS RESTS SOLELY WITH THE ARCHITECT, ENGINEER OF RECORD, BUILDING OWNER OR CONTRACTOR. 7. PRODUCT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEMS ARE NOT REQUIRED, 8. DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO THE MULLION, WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL, 9. DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNIT. 10. 1x OR 2x WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECTOR ENGINEER OF RECORD, 11. 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. 12.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED, AND MULLIONS ARE ANCHORED AS SHOWN HERE IN. 13. THE 33 13% STRESS INCREASE HRS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. WINDLOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. UCAS A. TURNER, FL P.E. 58201 o o o •L "'.dV.S.•.�taH f 5 .._r':11c'INDOWS&DOORS N6 5$201 ` 11 S 1 ANCHOR CLIP EXAMPLE VERTICAL MULLION FOR SECTION VIEWS ONLY cas Turner 2012-10-26 11:23-04:00 Z -L PROPRIETARY AND CONMPMTIAL 10/26/2012 THR fNFO9MATION CONTANWO IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WR=EN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. 15 PROHIBITED. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY W ITN THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. CONFIGURATIONS SHOWN: (SEE SHTS 2-3) 1. VERTICAL 2. HORIZONTAL 3. ALL MULLION EXTRUSIONS ARE 6063 -TB ALUMINUM, 4. SEE MULLION CHARTS FOR MAXIMUM DESIGN PRESSURES, LENGTH AND ANCHOR SCHEDULE. (SHEETS 2.3) 5, CONTRACTOR 16 RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. 6. RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFTEY REQUIREMENTS RESTS SOLELY WITH THE ARCHITECT, ENGINEER OF RECORD, BUILDING OWNER OR CONTRACTOR. 7. PRODUCT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEMS ARE NOT REQUIRED, 8. DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO THE MULLION, WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL, 9. DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNIT. 10. 1x OR 2x WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECTOR ENGINEER OF RECORD, 11. 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. 12.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED, AND MULLIONS ARE ANCHORED AS SHOWN HERE IN. 13. THE 33 13% STRESS INCREASE HRS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. WINDLOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. UCAS A. TURNER, FL P.E. 58201 TM �� •L "'.dV.S.•.�taH f 5 .._r':11c'INDOWS&DOORS N6 5$201 ` 11 S 1900 SW 44TH AVE, i k OCALA, FLORIDA 34474 p ct NOTES & 3 ¢GENERAL ELEVATION - MULLBAR IMPACT MULL BAR ADE )7 �r .2 MrW7 fi`�11,p�C1fVA ;ALUM. MULL.NTS CWS 636 � �x4* I 1 OF 9 NOTES: • • • 4 L�CLIPS NT�1 �I=(CRETE CONSy��TyyCT", ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA ITW TAPCON. MASaNRY ANC DORS MUST BE OF V FTCC♦ENT LENGTH TO ACHIEVE A 1 174" MINIMUM EMBEDMENT INTO SUBSTRATE 4Ti 4CLIP OR TI"♦X4BUCK. A MfVWL* 4GrxlJTER TO CENTER ANCHOR SPACING AS SHOWN FOR EACH CLIP TYPE $HALL BE MAINTAINED. A MINIMUM CONCRETE EDGE DISTANCE OF 1 118" SHALL BE ACHIEVED IN ANY DIRECTION. pose • 2�.7 FOR CLIPS IMLC We0134CONSTRI$CTION...,*AWACH MULLION TO SUBSTRATE WITH #10 WOOD SCREW WITH IIA RATED WASCH�ER, VfOOD ANCjjHyy11®ir SI(N�1I�C�sy-I BE OF SUFFICIENT LENGTH TO ACHIEVE A 13!8" MINIMUM EMBEDMENT XWO4Fr1tN1 UM CENTER Tb CENTER KTHRU IP. Ak ACTNGOOF 314" SHALLEDGE ABE MAINTAINED. BE ACHIEVED IN ANY DIRECTION. A bi �T MULLION J&C4J1MN6ATTACH GJRJiiMCNIT(S) TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT ,APPROVAL DOCL"pjTY. IF ALUMIVM ATJaCHM£NT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL DOCUMENTS, FOLLOW THE ANCHOS SVCIN%AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD 4*SbTRATE, USING A HEY WASHER HEAD TE* SCREW OF THE SAME SIZE (#10OR #12) AS THE WOOD SCREW INDICATED IN'M§ WIND(ON APPROVAL. TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE (3) THREADS OF PENETRATION 8900YOND TWE INSIDE WALL OF MULLBAR. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 6. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES; A. WOOD -MINIMUM SPECIFIC GRAVITY OF G-0:55 (SOUTHERN PINE OR GREATER) S. CONCRETE -.MINIMUM COMPRESSIVE STRENGTH OF 3102 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. D. ALUMINUM -118" THICK MIN., 6063 T5 MIN. E. STEEL -.060" THICK MIN., 33 KSI MIN. 7. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY TRIPLE VERTICAL MULLION OPENING SIZ B C�0 L I-- OPENING SIZE --I C OTHERS IN ACCORDANCE W ITH,THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS; ` , 7' FMAIAAMA 100 (FIN WINDOWS), v j"� FMAIAAMA 200 (FLANGE WINDOWS), PROPRIETARYANbCONF)DENTIAL 10/2612012 FMAAMDMA 250 (BOX WINDOWS), THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PPDPERTY OF CUSTOM FMA/AAMAIW DMA 300 (EXTERIOR DOORS). WINDOW SYSTEMS, INC. ANY RSPROOUCTICN IN PART OR AS A'M+OLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS INC. 19 PROHIBITED, 14141It Al p,S1DRE No 56291 it S"FA'TS OF TRANSOM OVER TRIPLE VERTICAL MULLION T- i L -I OPENING SIZE I- -. D ?f;�-rT IWINDOTYS & DOORS A : 1900 SW 44TH AVE. OCALA, FLORIDA 34474 IMPACT MULL BAR 3" ALUM.. MULL :.:.. TWIN(TRIPLE HOMZOP47A1. MULLION F OPENING SIZE L MULL G TRIPLE HORIZONTAI.: MULLION L a� ILL! 0 1-- MULL LENGTH ----I F TWIN HORIZONTAL MULLION N z W IO t I+ -MULL LENGTH --.-� E 3" MULL BAR, NON -INTERSECTED ADEM W'n1E NTS__ CWS -836 .v LE.1 Deslgn Pressure Chad. P F, for Non -Intersected Impact PVC 3" Mulsen H-1756, with 1522 clips using four (4) 910 Screws or 3/16" 17W Tapcons per each end of multion i OPiNTNG SI26(I ca 39 45 1 57 b 697531 81 87 93 99 1073/8 114 1211 '126 132 138 14,5318 37 80.0 80.0 80.0 80.0 80.0 SOA 80.0 80.0 80.0 80.0 80,0 80.0 $OA 80.0 80.0 80.0 80.0 d o • ° 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 8010 80.0 8010 80.0 80.0 8010 80.0 Ems„ 48 314 80.0 60.4 80.0 50.0 8010 80.0 80.0 8010 solo 80.0 80.0 80.0 '80.0 • 8010 80.0 80,0 80.0 65.0 5 80.0 80.0 80.0 80.0 80.0 0.0 &OA 80.0 80.0 50.0 8U.0 s4.0 60.0 80.0 65.0 65 0 65.0 R 804 80.0 80.0 80.0 80.0 80.0 .0 80.0 80.0 SOA 80.0 80.0 80.0 65.0 65.0 65.0 80.0 80.0 80,0 80.0 80.0 80.0 SOA 80.0 789 74.6 74.8 72.5 65.0 65.0 5 Ia 6S,U 65.0 65.0 65.0 6510 65.0 65.0 6510 65A 65.0 65.0 6.5 0 fib 65.0 65.0 65.0 65.0 65A 65.0 65.0 65.0 65.0 65.0 6510 635 72 65.0 65.0 65.0 65.0 6S.0 65.0 65.0 64.4 1 61.7 59.L 56.9 53.7 Design Pressure Chert, PSP, for Non-Interseoted Impact PVC 3" Mulllon H-1758, wph 1776 clips wlth six (6) #10 Screws or 3116" fT1N Tapcons per each end of mullion OPF'NNG SIZE010 39 45 51 57 61 69 753/8 81 87 93 99 1073/8 114 1.20 126 192 1.38 f49up 31 80.0 80.0 B0.0 8010 80.0 solo 80.0 80.0 8010 8010 8010 80.0 50.0 80,0 80.0 80.0 80.0 80.0 �. 423/4 solo 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 8010 8010 80.0 80.0 80.0 80.0 80.0 80.0 80.0 48 314 80.0 .80.0 solo 80.0 80.0 80.0 80.0 80.0 8010 80.0 80.0 80.0 80.0 50.0 80.0 80.0 50.0 65.0 V 53116 80.0 80.0 80.0 80.0 84.0 80.0 80.0 80.0 80.0 80.0 solo 80.0 80.0 50.0 80.0 65.0 650 65.0 57 80.0 80.0 80,0 80,0 80.0 80.0 80.0 80A 80,0 84,0 80,0 80.0 80.0 6.0 65.0 65.0 a PA 50.0 80.0 80.0 solo 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65,0 • 6S 65.0 65.0 65.0 65.0 65.0 65,0 65.0 65.0 65.0 65.0 65.0 650 60.0 • • • • d8 65a •OSA 65.0 65.0 65.0 b5.0 65.0 65.0 65.0 65.0 N o6510 -- "- • • • 7 65. 65. 6510 65.0 65.0 65.0 65.0 649 61.7 59.1 5643.75 NOTES: • • • 4 L�CLIPS NT�1 �I=(CRETE CONSy��TyyCT", ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA ITW TAPCON. MASaNRY ANC DORS MUST BE OF V FTCC♦ENT LENGTH TO ACHIEVE A 1 174" MINIMUM EMBEDMENT INTO SUBSTRATE 4Ti 4CLIP OR TI"♦X4BUCK. A MfVWL* 4GrxlJTER TO CENTER ANCHOR SPACING AS SHOWN FOR EACH CLIP TYPE $HALL BE MAINTAINED. A MINIMUM CONCRETE EDGE DISTANCE OF 1 118" SHALL BE ACHIEVED IN ANY DIRECTION. pose • 2�.7 FOR CLIPS IMLC We0134CONSTRI$CTION...,*AWACH MULLION TO SUBSTRATE WITH #10 WOOD SCREW WITH IIA RATED WASCH�ER, VfOOD ANCjjHyy11®ir SI(N�1I�C�sy-I BE OF SUFFICIENT LENGTH TO ACHIEVE A 13!8" MINIMUM EMBEDMENT XWO4Fr1tN1 UM CENTER Tb CENTER KTHRU IP. Ak ACTNGOOF 314" SHALLEDGE ABE MAINTAINED. BE ACHIEVED IN ANY DIRECTION. A bi �T MULLION J&C4J1MN6ATTACH GJRJiiMCNIT(S) TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT ,APPROVAL DOCL"pjTY. IF ALUMIVM ATJaCHM£NT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL DOCUMENTS, FOLLOW THE ANCHOS SVCIN%AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD 4*SbTRATE, USING A HEY WASHER HEAD TE* SCREW OF THE SAME SIZE (#10OR #12) AS THE WOOD SCREW INDICATED IN'M§ WIND(ON APPROVAL. TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE (3) THREADS OF PENETRATION 8900YOND TWE INSIDE WALL OF MULLBAR. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 6. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES; A. WOOD -MINIMUM SPECIFIC GRAVITY OF G-0:55 (SOUTHERN PINE OR GREATER) S. CONCRETE -.MINIMUM COMPRESSIVE STRENGTH OF 3102 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. D. ALUMINUM -118" THICK MIN., 6063 T5 MIN. E. STEEL -.060" THICK MIN., 33 KSI MIN. 7. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY TRIPLE VERTICAL MULLION OPENING SIZ B C�0 L I-- OPENING SIZE --I C OTHERS IN ACCORDANCE W ITH,THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS; ` , 7' FMAIAAMA 100 (FIN WINDOWS), v j"� FMAIAAMA 200 (FLANGE WINDOWS), PROPRIETARYANbCONF)DENTIAL 10/2612012 FMAAMDMA 250 (BOX WINDOWS), THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PPDPERTY OF CUSTOM FMA/AAMAIW DMA 300 (EXTERIOR DOORS). WINDOW SYSTEMS, INC. ANY RSPROOUCTICN IN PART OR AS A'M+OLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS INC. 19 PROHIBITED, 14141It Al p,S1DRE No 56291 it S"FA'TS OF TRANSOM OVER TRIPLE VERTICAL MULLION T- i L -I OPENING SIZE I- -. D ?f;�-rT IWINDOTYS & DOORS A : 1900 SW 44TH AVE. OCALA, FLORIDA 34474 IMPACT MULL BAR 3" ALUM.. MULL :.:.. TWIN(TRIPLE HOMZOP47A1. MULLION F OPENING SIZE L MULL G TRIPLE HORIZONTAI.: MULLION L a� ILL! 0 1-- MULL LENGTH ----I F TWIN HORIZONTAL MULLION N z W IO t I+ -MULL LENGTH --.-� E 3" MULL BAR, NON -INTERSECTED ADEM W'n1E NTS__ CWS -836 .v LE.1 TWINrrRIPLE VERTICAL MULLION HORIZONTAL MULUON N ISINGLEI • 0000 TWIN r••• . • • w E OR • • • • _ _ _ _ _ - °- TRIPLE 0•••0• O UNITSk r • • • •• • • i I'BELOW� • 0 • L 1 • L •000•• _ II i I I a • • • 0 0 • • • • • • 1 -OPENING SIZE MULL LENGTH -"-I • • • • .•.. 1111.. J K 1111 1111 00.000 • • NOT GS: • • • • • • �••• 1, F019 CLIPS INTO CONCRETE C.ON6IIR @T", ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA ITW TAPCONMASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1 U2" MINI MUM Ekf8EDMENT INTO ,k$fg&$RATE THRU CLIP OR THRU 1 X BUCK, A MINIMUM CENTER TO CENTER ANCHOR SPACING AS SHOWN FOR EACH CUP TYPE SHALL BE MAINTAINED. A MINIMUM CONCRETE EDGE DISTANCE OF 1 118" SHALL BE ACHIEVED IA AIN DIRECT)PiO • �2. FOR CLIPS INTS E M CONSTRISCTIQIT ATTACH MULLION TO SUBSTRATE WITH #10 WOOD SCREW WITH INTEGRATED WASHER, WOOD ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1 3;©" MINIMUM D"FbDMENT INTO 2X WC )D BUCK TNPU CLIP•A IAINIMUM WOOD EDGE DISTANCE OF 718" SHALL BE ACHIEVED IN ANY DIRECTION. A MINIMUM CENTER TO CENTER ANCHOR SPACING OF 3/4" SHALL BE MAINTAINED. •••••• 3. AT MULLION LOCATIONATTACH WINDOW UNIT(S) TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS. IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL DOCUMENTS, FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE, USING A HEX WASHER HEAD TEK SCREW OF THE SAM£ SIZE (410 OR #12) AS THE WOOD SCREW INDICATED IN THE WINDOW APPROVAL. TEK SCREWS SHALL BELONG ENOUGH TO ENSURE THREE (3) THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL, DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED T.0 PREVENT REACTIONS. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW, 6. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES:LUCAS A. TURNER FL P.E. A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.55 (SOUTHERN PINE OR GREATER) Design Pressure Chart, PSF, for Intersected Impact PVC 3" Mullion H-1756, with 1522 clips using four (4) #10 Scrsws or 3/16" 1TW Tapcons, or 1776 clips with six (6) #10 Screws or 3116" ITW Tapcons per each and of mullion PSIB. CONCRETE - MINIMUM COMPRESSIVE OF "Pi C. MASONRY STRENGTH CONFORMAN ETRENGTH TO ASTM C-8060.6 *�*t�'tjORF q, TL 0. ALUMINUM - 1/8" THICK MIN., 6063 T5 MIN. rGi;NS'-. E.STEEL -.080'THICK MIN., 33 KSI MIN. �titiGp.-; 7. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY t� No 55204 OTHERS IN ACCORDANCE WITH THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS: FMA/AAMA 100 (FIN WINDOWS), `� +� S OPGNfNGSIZEin. ;,"SI0 ; STATE pF' �,,„�„ 4 FMA'AA6IANJDMA300 (EXTERIOR DOORS) THE INFOP,MATION CONTAINED IN THIS DRAWING IS TRE SOLE PROPERTY OF CUSTOM F,*' 0 R I�jH4 •'�,' WINDOW SYSTEMS, INC. ANY REPROOUOTION IN PASTOR ASA WwOLE WITHOUT THE WI i s r ,Arid I 1 WRITTEN PERMTS?ON OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. A 1........ tl /S > 39 45 51 57 153 69 75318 81 87 93 99 f13 114 121) 126 132 138 5 -14, i/8 37 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0- 50.0 50.0 50.0 50.0 50.0 42314 Bob $0.0 50.0 50.0 50.0 50.0 50.0 50.0 503 50.0 50.0 50.0 50.0 50.0 50.0 50.0 $0.0 $0.0 x F 483/4 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50A 50.0 50.0 50.0 50.0 z 531/8 50.0 50.0 50,0 50.0 50.0 SOA 50.0 50.0 50A 50,0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 57 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 45.1 SU.O 0.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 $0.0 49.4 473 't tali 50.0 20:00 SOA 50.0 SU.O 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 49.8 47.6 s 72 5010 50.0 50.0 50.0 50.0 50.0 50.0 SD.O 50.0 50.0 50.0 45A 49,0 75.375 50.0 $0.0 1 50.0 50.0 50.0 50.0 50.0 50.0 1 50.0 1 46.8A4.0 40.0 TWINrrRIPLE VERTICAL MULLION HORIZONTAL MULUON N ISINGLEI • 0000 TWIN r••• . • • w E OR • • • • _ _ _ _ _ - °- TRIPLE 0•••0• O UNITSk r • • • •• • • i I'BELOW� • 0 • L 1 • L •000•• _ II i I I a • • • 0 0 • • • • • • 1 -OPENING SIZE MULL LENGTH -"-I • • • • .•.. 1111.. J K 1111 1111 00.000 • • NOT GS: • • • • • • �••• 1, F019 CLIPS INTO CONCRETE C.ON6IIR @T", ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA ITW TAPCONMASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1 U2" MINI MUM Ekf8EDMENT INTO ,k$fg&$RATE THRU CLIP OR THRU 1 X BUCK, A MINIMUM CENTER TO CENTER ANCHOR SPACING AS SHOWN FOR EACH CUP TYPE SHALL BE MAINTAINED. A MINIMUM CONCRETE EDGE DISTANCE OF 1 118" SHALL BE ACHIEVED IA AIN DIRECT)PiO • �2. FOR CLIPS INTS E M CONSTRISCTIQIT ATTACH MULLION TO SUBSTRATE WITH #10 WOOD SCREW WITH INTEGRATED WASHER, WOOD ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1 3;©" MINIMUM D"FbDMENT INTO 2X WC )D BUCK TNPU CLIP•A IAINIMUM WOOD EDGE DISTANCE OF 718" SHALL BE ACHIEVED IN ANY DIRECTION. A MINIMUM CENTER TO CENTER ANCHOR SPACING OF 3/4" SHALL BE MAINTAINED. •••••• 3. AT MULLION LOCATIONATTACH WINDOW UNIT(S) TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS. IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL DOCUMENTS, FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE, USING A HEX WASHER HEAD TEK SCREW OF THE SAM£ SIZE (410 OR #12) AS THE WOOD SCREW INDICATED IN THE WINDOW APPROVAL. TEK SCREWS SHALL BELONG ENOUGH TO ENSURE THREE (3) THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL, DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED T.0 PREVENT REACTIONS. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW, 6. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES:LUCAS A. TURNER FL P.E. A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.55 (SOUTHERN PINE OR GREATER) PSIB. CONCRETE - MINIMUM COMPRESSIVE OF "Pi C. MASONRY STRENGTH CONFORMAN ETRENGTH TO ASTM C-8060.6 *�*t�'tjORF q, TL 0. ALUMINUM - 1/8" THICK MIN., 6063 T5 MIN. rGi;NS'-. E.STEEL -.080'THICK MIN., 33 KSI MIN. �titiGp.-; 7. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY t� No 55204 OTHERS IN ACCORDANCE WITH THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS: FMA/AAMA 100 (FIN WINDOWS), `� +� S FMA'AAMA 200 (FLANGE WINDOWS), FMAlWO� N4A250 (BOX WINDOWS), PROPRIETARY AND coRFlDENTIAL 10/26/2012 ;,"SI0 ; STATE pF' �,,„�„ 4 FMA'AA6IANJDMA300 (EXTERIOR DOORS) THE INFOP,MATION CONTAINED IN THIS DRAWING IS TRE SOLE PROPERTY OF CUSTOM F,*' 0 R I�jH4 •'�,' WINDOW SYSTEMS, INC. ANY REPROOUOTION IN PASTOR ASA WwOLE WITHOUT THE WI i s r ,Arid I 1 WRITTEN PERMTS?ON OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. A x 213!18" .195 .750 PVC MULL COVER -6018 110 3" MULLBAR H-1758 r1m OUTSIDE ,a 211 I us" a 7/8" - I F- 1522 - 013 FIN INSTALLATION 2 J A TYP, FIN FRAME (PVC) DETAIL A FRAME TYPE *USE WOOD SCREW SIZE (410 OR 012), SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT -r MULLBAR CUP "L" tdULLIDAR CLIP •••• !r`�saa-xlrx> �Fa�sr-xxx) • NEW F-1522-013 F-1767-001 FLANGE RETRO F-1522.006 F-1767,00.1 FIN NEW F-1522.013 .F-1767.004(L&R) RETRO •• ••• • 11/16"• • NOTRECOMMENDED e BOX RETRO g••••• .8;35 I I •• ••• 1.12•"• •• •• • ••• 1 •i••• _a90 a••�•• TOP VIEW •• ••• • • •••••• �21/16" �•• X13/16" •• ••• BO FLANGE ADAPTER S-1.896 MULLION CLIP S-1897 213!18" .195 .750 PVC MULL COVER -6018 110 3" MULLBAR H-1758 r1m OUTSIDE ,a 211 I us" a 7/8" - I F- 1522 - 013 FIN INSTALLATION 2 J A TYP, FIN FRAME (PVC) DETAIL A FRAME TYPE OPENING -r MULLBAR CUP "L" tdULLIDAR CLIP !r`�saa-xlrx> �Fa�sr-xxx) NEW F-1522-013 F-1767-001 FLANGE RETRO F-1522.006 F-1767,00.1 FIN NEW F-1522.013 .F-1767.004(L&R) RETRO F-1522-013 F-1767-004(L&R) NEW NOTRECOMMENDED F-1767-001 BOX RETRO F-1522-006 F-, 767.00T SCORE, BEND AND BREAK TO REMOVE FIN FOR FRAME ATTACHEMENT TO MULL BAR PROPRIETARYAND CONFIDENTIAL 10/28/2012 THE INFORMATION CONTAINED IN TH1S DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS; INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, :NC. IS PROHIBITED. 7/16" (TYR) O 2 7116" ]Lc (TYP) 21116" 1 3 6" 0 0 2 3116" OUTSIDE F-1522.006 RETRO/FLANGE CLIP Va., -AS A. TURNER, FL P.E. 58201 i l r�G ti .,'T✓.,?WII9DOW5 &DQOhS +s� No 58201 ';3) : 1900 SW 44TH AVE. OCALA, FLORIDA 34474 tt rl'. EXTRUSIONS &;BILL OF MATERIALS -3 MULL BAR 1P STATE OF- G7� IMPACT MULL ADE 09!27/20 ALUM. MULL _ 1:2 77707- 3"CWS-B; $ C?iVA1 .m -M,...«.,. *_ ... Lv LCY"r.:ti.. Lr: 40F9 L • L PROPRI@TA"Y AND CONFIDENTIAL 1012612012 THE INFORMATION CONTALNED IN :THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE WMTTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. A. P.E. 114" (TYP) 7116" (TYP) -1i I 316" O71 3!6" • • • • 3B" (2X) • • • • • • • 1 "�Si • • 1 518 „ 7/16" THRU (TYP) 114" THRU (TYP) • • • • • • • • • I 1�,� OUTSIDE • • • CD— • • • • • • s w L-ANGLE 3" STANDARD MULL CLIP FLANGE - F-1767.001 • ••• •2314". • •• ••• • • • • • • • • 2314° i FRAME TYPE OPENING 'T' MULLBAR CLIP "L" MULLBAR CLIP 5„ 5^ (F -1522 -XXX) (F -1767 -XXX) liege • • •L 4GLE 3" &tL•&fF,*FIN (LEFT) F -1767-004L L ANGLE 3" MULL CLIP, FIN (RIGHT) F-1767.0048 NEW F-1522-013 F 1767-001 • • • • • • • • OUTSIDE I FLANGE RETRO F-1622-006 F-1767-001 • • • • • • • • • NEW F-1522-013 F-1767.004(LAR) • • FIN I RETRO F-1622.013 F-1767-004(L&R) NEW NOT RECOMMENDED F-1767-001 BOX I RETRO F-1522.006 F-1767.001 L PROPRI@TA"Y AND CONFIDENTIAL 1012612012 THE INFORMATION CONTALNED IN :THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE WMTTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. A. P.E. SEAL BEHIND FLAJING I I I I I j I I ' i SEAL BEHIND FLANGE n !UI APPLY SEALANT ALONG FULL PRIOR TO ATTAC PRIOR TO ATTACHING LENGTH OF WINDOW FRAME TO MULLION1 I TO MULLION 1 GROOVE PRIOR TO ATTACHING 1 2,I2 COVER,I11 9'1 1111DFIN MUST BE REMOVEDWHERE WINDOWSCONNECT TO MULL 0000•• • 0000•• j • • • • • • �� HORIZOMAL MULL BAR SECTION ' �` ND�� q HORIZONTAL MULL BAR SECTION %^� r 8 VBERTICAL HORIZONTAL MUS SECTION ••• • '6/ 0000 00.00• 'IN • 0 0 111 0 ............. ...............0.•.• •.•.0..... .......y......... _ 0 ......... ......... -- --- -- -- --- --- - -- --- -- -- -- -._ .. .......... ._ .,._..... ............. ........ _....._... __ .._._ ..... ..... _............ ........ .., ........ ........ ..........._. ........... .. ....... ....... .. . .............. .......... • • • •••• • • • 11 ` - 11 APPLY SEALANT ALONG FULL APPLY SEALANT ALONG FULL • • 00000 1 i LENGTH OF MULLBAR GROOVE LENGTH 1 2 ' PRIOR TO ATTACHING DRIP PRIOR TOO ATTACHINQ FLANGE ATTACHING FLANGE • • • • • • • • • - ADAPTOR ADAPTOR • uC • • • r • I FIN MUST HERE WIN OWS r Ls • • • • • CONNECT TO MULL I � 9 U Tn © Ct o 1 t m ! DETAIL A DETAIL B DETAIL IB ! SEAL BEHIND FLANGE SEAL BEHIND FLANGE PRIOR TO ATTACHING 10 PRIOR TO ATTACHING 1 TO MULLION - TOMULLION I B AR SECTION LUCAS A. TURNER, FL P.E. 58201 B -CIGALMIlld�11`I I 6 FIN FRAME WINDOW ...,a.,r,,,p.....n,.,....H,.,..,,._,,,,......,,se.".,,,...,.,....:.r�.,,,.�.M,:.,...,.«.,.. FLANGE FRAME W INDOW I a�.p �� j'T �Pg r';GEVJ y`v I„ X,.Ir�SYtNDO R5 •w 1*'Qi{� -4 «" No 58204 I. -P : 1900 SW 44TH AVE. OCALA, FLORIDA 34474 * T 7 Z ';I-- n 0: SECTION VIEWS 3 MULLBARASSEM13LY SIP% STATE OF k. .. q.,.,.,W,�..,.�. 10% A, IMPACT MULL BAR ADE 1.'0 {7 r 1 1.2 PROPRIETARY AND CONFIDENTIAL fO/?B/ZO1Z THEIN THIS IW IS THE SOLE STHE6 """" 41 :' ( O RTOk4+�4 •k.s 1'A`�"' .,:1 ... -*77-72 •SIS `` MULL CWS -836 �vf!O�E WITHOUTRTY PART OR AS ANG SYSTEMS MSATION CINCTANY R6PRCDUCTfONAINED ♦ TY / 3"ALUM, WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. / AI" OF • • 0000 0000.• 1. SLIDE CLIP INTO LOCATION AND SECURE WITH ITEMS 19 (QTY 1) AND 20 (QTY 1), AS SHOWN ABOVE. ITn1r{lf 2. PRE -DRILLED HOLES (THRU HN CLIP 1897), BYTHE INSTALLER, MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM t"Jil ♦t�*4� ��pRE4b Thr+,� CUP EDGE DISTANCE OF 9/32".S � r 3, THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO-MULLBAR CONNECTIONS, REGARDLESS OF ORIENTATION (.e., HORIZONTAL 0000•• OR VERTICAL). THE FULL LENGTH MULL MUST BE THE SAME DEPTH, OR GREATER, THAN THE INTERSECTING MULL. i 4, INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL CLIP. PRE -DRILL PILOT HOLE THRU ALL 7 r • MATERIAL PROPRIETARY AND CONFIDENTIAL 10/26/2012 O `•�^CO 1d,P;'��t' '�' G'• THEWFORMATICN CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOMWINDW 9YSTEMS. INC. ANY PtPRODUCTION IN PART / #; i r+�r�fit,..j�. WR?TC N PERMISSION OF CUSTOM WINDOW SYSTEMS,IINGSS PR.W191TEO.OUTTHE • •• ••• •0 0000 0000•• • SEE NOTE } .••. TOP VIEW • • FIN FRAME rrAPPROPRIATE 5' MULLBAR (H-1760) SEE SEPARATE APPROVAL laii DP CHARTS) FOR ova 0 0 0 0•• 19 SEE NOTES 1& 2 (QTY I EA.) 0 •• • • 11116" MAX. EDGE DIST. r SEE NOTE 1 SEE NOTE 4 20 C S' HORIZ, TO 3" VERT. MULLBAR SECTION 7 FLANGETRAME WINDOW 4" MULLBAR (H-1759) {SEE SEPARATE APPROVAL FOR APPROPRIATE DP CHARTS) 18 SEE, NOTES 1 & 2 (QTY 1 EA.) 11/16 MAX. EDGE DIST. SEE NOTE 4 UD C 4" HORIZ. TO 3" VERT. MULLBAR SECTION 7 FL&NLiL F E IND SECTION A -A SEE NOTE 1 NOTES: LUCAS A. TURNER, FL P.E. E8201 1. SLIDE CLIP INTO LOCATION AND SECURE WITH ITEMS 19 (QTY 1) AND 20 (QTY 1), AS SHOWN ABOVE. ITn1r{lf 2. PRE -DRILLED HOLES (THRU HN CLIP 1897), BYTHE INSTALLER, MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM t"Jil ♦t�*4� ��pRE4b Thr+,� CUP EDGE DISTANCE OF 9/32".S � r 3, THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO-MULLBAR CONNECTIONS, REGARDLESS OF ORIENTATION (.e., HORIZONTAL y y;"• H0 58201 OR VERTICAL). THE FULL LENGTH MULL MUST BE THE SAME DEPTH, OR GREATER, THAN THE INTERSECTING MULL. i 4, INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL CLIP. PRE -DRILL PILOT HOLE THRU ALL 7 r 31 , STATE OF ; t{ : MATERIAL PROPRIETARY AND CONFIDENTIAL 10/26/2012 O `•�^CO 1d,P;'��t' '�' G'• THEWFORMATICN CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOMWINDW 9YSTEMS. INC. ANY PtPRODUCTION IN PART / #; i r+�r�fit,..j�. WR?TC N PERMISSION OF CUSTOM WINDOW SYSTEMS,IINGSS PR.W191TEO.OUTTHE C 3" HORIZ, TO 3" VERT, MULLBAR SECTION 7 FCAI`PPUL I-MArlit VVINUUIN D RES 1 & 2 (QTY 1 EA,) =DGE DIST. a C'110, WINDOWS & DOOR SW 44TH AVE. -A, FLORIDA_ 34474 MSECTION VIEWS - HORIZ, TO VERT. 3" MBAR ASSEMBLY IMPACT MULL BAR ADE P"Tt f 3"ALUM. MULL 12 � CWS -836 _ 'LE i „_, 7 OF 9 f u 1 1/6" MIN. EDGE DIST. [B] SEALANT BETWEEN FRAME CONCRETE/MASONRYz av w000 aucK AND OPENING BY OTHERS BY OTHERS 1 1!4" MIN, 7 MIN, EMBEDMENT [B] BY OTHERS [A] EMBEDMENT [C] 4 a INSTALLATION ANCHOR RTE/ a pn P' CONCRETE/ MASONRY p 1 BY WOOD BUCK 1 !4MIN. a+,°- 000 ANCHOR BY OTHERS 4CONCR MASON BY OTHERS b. BY OTHERS [A] EMBEDMENT [B] EXTERIOR FINISH °';'r D • _ D P , PP . PR • 4 < 4 BY OTHERS. - ._._ ' ° ' . , MULL BAR CLIP - a SEALANT BETWEEN 1J. (SEE NOTE 2) ia:: A , FRAME AND OPENING - - L i BY WOOD BUCK INSTALLATION ANCHOR, ° p 6 p ° A J j 11 II I ,I i oma. _ • D • BV OTHERS PERIMETER u j� BY OTHERS [A] 3/16" DIA. MASONRY ANCHOR + n + n jj I I; Y _ __..___3" HORIZ. i` I, SEALANT BY MULL BAR "' [I [ �" n ' n • ° INSTALLER + • p . •- • . " p n 718" MIN. - - 1l .'h ` ....., I Awn ° EDGE DIST, [0] 3" HORIZ.J..]l§_ MIN MULLSAFI ` p a a "`" •...I[ c ° o SEALANTALONQ ,111 EDGEDIST,[B] OUTSIDE EXP09FD • • EDGE OF MULL SAM �. t r; +?,:��°;°r•�°' ° e • • • • • • • PERIMETER SEALANT PERIMETER SEALANT ---- Y$•''' '• ° SEALANT BETWEEN FRAME BINSTALLER BY INSTALLER • • • • • • • AND OPENING BY OTHERS ° •• • • • EXTERIOR FINISH MULL BAR CLIP — STA ON ANCHOR, • ° BY OTHERS • (SEE NOTE 2) • • • 16" DIA. MASONRY ANCHOR EXTERIOR FINISHa�•°.< SEALANT ALONG SEALANT ALONG �� • • BY OTHERS OUTSIDE EXPOSED OUTSIDE EXPOSED ! U 1 HORIZ, MULL JAMB SECTION • • • • • • ] EDGE OF MULL BAR EDGE OF MULL BAR �' MULL CLIP (WOOD) • • • • • • • • • • • D HORIZ. MULL JAMB SECTION JAIdB SHOWN, HEAD SIMILAR • f • • • • • D SAF.HTJS�L.[�d1JSLI.EAD SECTION \, J MULL CLIP ( NR B MUlLCNA(MASONRY) • p4 • • • 3" VERTICA MULL BAR CUPINSTALLATION ANCHOR, MULL BAR • • • • • :SEE NOTE 2) 3116" DIA. MASONRY ANCHOR • SEALANT AL�p� • • • OUTSIDE EXPOSED EDGE OF MULL BAR : — SILL STOOL BY OTHERS (SEE NOTE) PERIMETER } SEALANT BY -{,•,, ..:.;."...:..........:. INSTALLER EXTERIOR .D•, SHIM AS REQ'D FINISH BY, D TO MAKE LEVEL OTHERS .� e•D°. o FOR MULL BAR m • D,me`u°, a P; °P,P ,D �, '°D DPD•D eD P° D°. 'P ,e �, m° p°, D Pe,D . ' • • • A-114" MIN. ^Pp P•. m .m .• ,• P, D• e P D°• s D` • P a m P P EMBEDMENT [B] em e P D• D• m°, CONCRETE/ MIN MASONRY �E1}/Fg7jQALMIJU SILL SECTION EDGE DIST. (B] BY OTHERS ��MULL CLIP fMASONRYI MULL BAR CLIP INSTALLATION ANCHOR, (SEE NOTE 2) 3/18'• DIA. MASONRY ANCHOR SEALANTALONG OUTSIDE EXPOSED EDGE OF MULL BAR —' 3' VERTICAL MULL BAR PERIMETER SEALANT BY INSTALLER J" EXTERIOR FINISH BYOTHERS 'D D D • p . `Do "D D .. o �o • op • � p p D p 0 I p pp D D.o D"o D D �H ALTERNATE PRECAST SILL DETAIL 8 UL C (IVASONRY) NOTE: 1, SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS AFTER INSTALLATION 2. RECESS MULL CLIP 114" MAX FOR ANCHOR CLEARANCE WHEN INSTALLING WINDOW UNITS lz;�— PROPRIETARY AND CONFIDENTIAL. 10/26/2012 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PF:OPERTY OF CUSTCM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEdS. INC. IS PROHIRITFD. P.E. MIN. EMBEDMENT[B] 1 UL MIN, EDGE DIST, [B] REFERENCE NOTES: A SEE NOTE 10, SW 1 B SEE NOTE 1, BHT 2 C SEE NOTE 2, SHT 2 SEALANT BEHIND FIN BY OTHERS FT-2 7/6"MIN. EDGE DIST. rSHEATHING`I[ BYOTHERS WINDOWWRAPBY OTHERS BY WOOD BUCK J VERTICAL MULL SECTION SHEATHING B BY OTHERS 13!r MIN EMBEDMENT [D) EXTERIOR FINISH #10 WOOD ANCHOR WITH INTEGRATED WASHER [Cl 2 BY WOOD BUCK BY OTHERS BY OTHERS �A [A] III MULL BAR C �✓✓ -; w, �" -.: — (SEE NOTE PERIMETER SEALANT SHEATHING BY OTHERS -"""-`- EXTERIOR FINISH °°. •o° — — — BY BY OTHERS°� +' r BYINSTALLER 3" HORIZ. fj MULL BAR SEALANT BEHIND SEALANT ALONG FIN BY OTHERS OUTSIDE EXPOSED (MIN. EMBEDMENT) [C) EDGE OF MULL: BAR WINDOW WRAP BY OTHERS PERIMETER SEALANT BY INSTALLER /'K-'1_HQRIZ. MULL JAMB SECTION \,9J FIN FRAME E (WO D)) SEALANTALONG JAMB SHOWN HEAEJ & SILL SIMILIAR OUTSIDE EXPOSED ,�..:� �. - EDGE OF MULLG&Rw • 0000 • • • • • .!0 • • )�— INSTALLATION ANCHOR, • • • • • — — 4910 WOOD ANCHOR WITH • • • • • • • INTEGRATEO WASHER • i [C[ • • •• • • MULL BAR CLIP • • • • • • (if•EjVpTE 2) 3" VERTICAL • • • • MULLBAR • • • • • • L �VERTICpI. MULL HEAD SECTION • • • • g M1*RRME(W Dom) • • • • MULL BAR CLIP • • • • • • • • (SEE NOTE 2) S" VERTICAL • • • • MULL BAR • • • • • • • • • • • INSTALLATION ANCHOR, #10 WOOD ANCHOR WITH II 'I T'(— INTEGRATED WASHER [C) SEALANTALONG OUTSIDE EXPOSED r2 BY WOOD BUCK EDGE OF MULL BAR � / BY OTHERS [A) WINDOW WRAP BY OTHERS _ I/J PERIMETER SEALANT o ;rim(MIN. �� .,,. 1 3!6" EMBEDMENT) [C) BYINSTALLER o r' ................................................... ............................. e. SEALANT BEHIND °o 7/B" MIN. EDGE DIST. FIN BY OTHERS �.A°I' [C) J VERTICAL MULL SECTION SHEATHING B BY OTHERS 13!r MIN EMBEDMENT [D) NOTE: 1. RECESS RETRO MULLION CLIP 1/4" MAX FOR CLEARANCE OF WINDOW UNIT WHEN INSTALLED. 2. FOUR (4) ANCHOR SCREWS REQUIRED PER MULLION CLIP FOR INSTALLATION. LUCAS A. TURNER, FL P.E. 56201 PROPRIETARY AND CONFIDENTIAL 10/2612012 THE INFORMATION CONTAINED 'N THIS DRAWING IS THE SOLE PROPERTY OF CJSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART 0.5 ASA WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS; INC. IS PROHIBITED. G REFERENCE NOTES: A SEE NOTE 10, SHT 1 B SEE NOTE 1, BHT 2 C SEE NOTE 2, SHT 2 1900 SW 44TH AVE. OCALA, FLORIDA, 34474 MULL CLIP/WOOD INSTALL DETAILS- 3" M/R IMPACT MULLEtAR ' ADE T 3 ALUM. MULL NITS V CWS -836 r..'-. Lr ITER: INSTALLATION ANCHOR, #10 WOOD ANCHOR WITH INTEGRATED WASHER [Cl 2 BY WOOD BUCK BY OTHERS �A [A] III MULL BAR C 715" MIN EDGE DIST -; w, �" -.: — (SEE NOTE SHEATHING BY OTHERS I EXTERIOR FINISH °°. •o° — — — BY BY OTHERS°� +' r 3" HORIZ. fj MULL BAR SEALANT BEHIND SEALANT ALONG FIN BY OTHERS OUTSIDE EXPOSED EDGE OF MULL: BAR WINDOW WRAP BY OTHERS PERIMETER SEALANT BY INSTALLER /'K-'1_HQRIZ. MULL JAMB SECTION \,9J FIN FRAME E (WO D)) JAMB SHOWN HEAEJ & SILL SIMILIAR NOTE: 1. RECESS RETRO MULLION CLIP 1/4" MAX FOR CLEARANCE OF WINDOW UNIT WHEN INSTALLED. 2. FOUR (4) ANCHOR SCREWS REQUIRED PER MULLION CLIP FOR INSTALLATION. LUCAS A. TURNER, FL P.E. 56201 PROPRIETARY AND CONFIDENTIAL 10/2612012 THE INFORMATION CONTAINED 'N THIS DRAWING IS THE SOLE PROPERTY OF CJSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART 0.5 ASA WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS; INC. IS PROHIBITED. G REFERENCE NOTES: A SEE NOTE 10, SHT 1 B SEE NOTE 1, BHT 2 C SEE NOTE 2, SHT 2 1900 SW 44TH AVE. OCALA, FLORIDA, 34474 MULL CLIP/WOOD INSTALL DETAILS- 3" M/R IMPACT MULLEtAR ' ADE T 3 ALUM. MULL NITS V CWS -836 r..'-. Lr ITER: Florida Building Code Online Page 1 of 3 U Subrnit Surcharge Stats & Facts Publications FDC Staff BCIS Site Map Links Search Praduct Aooroval Menu > Prpduct or Aaclication Search > Aoolication List > •, ;� APPlication Detail FL # FL7067-R4 Application Type Revision Code Version 2010 Application Status Approved Comments Archived E Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre@cws.cc Michael La Fevre mlafevre@cws.cc Brian Tenace 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Jeff Thompson Address/Phone/Email 1900 SW 44th Ave. • • • Ocala, FL 34474 2005 (352) 368-6922 Ext 221 • • • jthompson@cws.cc 2004 •• ••• Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed 2002 Florida Professional Engineer • ® Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE ® Validation Checklist - Hardcopy Received Certificate of Independence FL7067 R4 COI Evalkeo CWS -1576 (HS -8200 IMPACFi.odf Referenced Standard and Yea19('bf Std.1dald): • a a • Year • • • • • • • • A:M.4(Wit,,MA/CSA/101/I.S.2/A440-05 2005 • • • • • • AST14 E 1300-04 2004 •• ••• •• • • • •• ASTM E1886-02 2002 ASTM E1996-02 2002 • • • • • • • • PA/TA5 20 VJ V/203 1994 Equivalence of Product Slan:ardS • ; ; ;. • ; ; ; • Certified By • • • • • • • http://www.floridabuilding.org/pr/pi;�lF_4tl.asp'x? airi=�GEVXQwtDgvmjvMZSg39J--.-w, 2/27/2014 Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/12/2011 Date Validated 12/16/2011 Date Pending FBG Approval 12/22/2011 Date Approved 01/31/2012 FL # Model, Number or Name Description 7067.1 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Fig/Fin 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). 7067.2 ) f HS -8200 Vinyl Horizontal Slider 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 R4 II CWS -1575 (HS -8200 IMPACT).Ddf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont PVB NOA 11-0624 Ol.odf FL7067. R4 AE Evaliken CWS -1576 fHS-8200 IMPACT).Ddf FL7067 R4 AE Mikron NOA 11-0830 09:12df Created by Independent Third Party: Yes" HS -8200 Vinyl Fig/Fin Horizontal Slider, Impact, 11V' x 63", XOX. Insta[lation Instructions FL7()67 R4 II CWS -2328 (HS-8200XON IMPACT) "odf Verified By: Lucas A. Turner 58201 Created by Independent Third party: Yes Evaluation Reports L7067 R4 AE DuPont PVB NOA 11-0624 OI.rX)f FL7067 R4 AE DuPont SGP NOA 11-0624 02.odf FL7067R4 AE EvalReo CWS -232B (HS -8200. XOX. IMPACT).odf FL7067 R4 AE Mikron NOA 11-0830 09.odf Created by Independent Third Party: Yes 17067.3 1 HS -8200 Vinyl Horizontal Slider I HS78200 Vinyl Fig Horizontal Slider, 73" x" 62", XO or OX. I Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-75 Other: Large Missile, 73" x 62", DP = + 60, - 75 psf, Impact. 7067.4j HS -8200 Vinyl Horizontal Slider Impact Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, 72" x 63", DP = +/- 60 psf, Al. FMR. Installation Instructions FL7067 R4 11. CWS -399A (HS -8200. 73x62. 75DP., IMPACT)".odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont SGP NOA 11-0624 02.r)df FL7067 R4 AE EvalRep CWS -399A {HS -8200. 73x62. 75DP. IMPACT}. odf FL7067 R4 AE Mikron NOA 11-0830 09".2df Created by Independent Third Party: Yes HS -8200 Vinyl Horizontal Slider Impact w/ Alum. MR. Installation Instructions. FL7667 R4 II CWS -1868 (HS -8200. 72x63. IMPACT).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont PVB NOR 11-0624 01.odf FL7067 R4 AE EvalRep CWS -1868 (HS -8200. 72x63, IMFACT).odf FL7067 R4 AE Mikron NOA 11-0830 09.odf •Created by Independent Third Party: Yes • • • • • • • :00 • •• • • • • • • • • • alck ate; da Us :: 9 Norinrtanroe StW&_Tallft&e FL 32399 Phone: 850-487-1824 The State of Florida is an;%O etyployery C vri t 204-201&Stje o Flori4. :: Privacv Statement :: Accessibdity Statement ::Refund Statement Under Florida law, email addres. 4pol-bloc recor*.-If • • • • • • yai•tlo not want •oar a-riyi4 address released in response to apublic-retards request, da not send electronic mail to this entity. Instead, contact the offce by phone or by traditional mail. If you have any questions, please cont 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an entail address if they have one. The emaRs provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to http://www.floridahuilding.org/pr/pa app a .aspx aeu—v�GEVXQwtDgvmjvMZSg39J... 2/27/2014 Florida Building Code Online Page 3 of 3 • supply a personal address, please provide the Department with an email address which can be made available to the public. To deterynine if you are a licensee under Chapter 455, P.S., please dick lgrg,. Product Approval Aoceptx ON © M • • • • • • • • • • • htt ://www.floridabuilding.or I r/P•t •a• o •?P•amPP_tl.aPxarweGEVX wtDqvi vMZS 39J... 2/27/2014 Lucas A. Turner, P.E., MEA "Evaluation Report 2325 2080 Mauve Terrace North Port, FL 34286 Ph. 941-380-1574 December 7, 2011 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact, 111" x 63" unit size XOX, DP60 Manufacturer: Custom Window Systems, Inc. 1900 SW 44' Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4), using 9N-3.005 Method 1 option (d). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -23213, signed and sealed by Lucas A. Turner, P.E, on 12/7/11. 2) Test Report NCTL-210-3459-1, -lA, -2 and -2A, from. National Certified Testing Laboratories, Orlando; FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/1.S.21A440 2005, and ASTM E 1886/19962002 3) Supplemental Calculations to support CWS -232B, signed and sealed by Lucas A. Turner, P.E. on 12/7/11 Installation: Units must be installed according to approval document CWS -232B. Limitations -of Use: This product: May be used in XOX configuration in sizes up to 111" x 63" unit size, with max. glass daylight sizes as shown in CWS -232B • Achieves design pressures of +/-60 psf • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires glazing as shown in CWS -232B, using Dupont PVB Interlayer per Miami -Dade N.O.A. #11-0624.01 in.the sash, and using Dupont SentryGlas (formerly SentryGlas Plus or SGP) Interlayer per Miami Dade N.O.A. #11-0624.02 in the fixed lite • - Requires outer lite in I.G. to be safety glass when used in HVHZ above 30 ft of grade • Requires Mikron rigid PVC flame extrusions per Miami -Dade N.O.A. 11-0830.09 Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. 000 66 2*6 • ••• • ; No•s82t1 y. e 0. .. 12/7/11 • u • • : j' Z Lucas A. Turner, P.E. • _. 5TA� OF .4U' FL PE #58201 0 . Lucas A. Turner, P.E. 2011-12-07 13.'14;05:0.0 : ':'�`' •";"""F'`� '� AL ys • • a • • • B • 6 ••••• F • 7 HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMPACT) 112114" MAX. OVERALL FLANGE WIDTH 111" MAX. UNIT WIDTH A E 6 7 6 .._i 5813118"1 GLASS I • 5s 314" I I GLASS MAX SASH WIDTH DLO A UPDATED PER NEW FBC REQUIREMENTS 07/03/200 +fi0 111 • • TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS. ............... i ANCHOR SCHEDULE AND NOTES...............2 DESIGN PRESSURES & GLAZING................3 SECTIONS &ALT.FRAME.............................4 EXTRUSIONS & BILL OF MATERIALS ........... 5 INSTALLATION DETAILS .............................6 7 Lurse A. Turner, P.E. 2011-12.07 12:09-05:00 of z [� ' 12/07/11 THE INFORMATION CONTAINED DIPNRTN(S DRAW Nt?IS THEOL/PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION A PART OR AS A WHOLE WITHOUT THE WRITTEN PERMrssloN OF cusroM wwoow SYSTEMS, INC. 18 PROH siTED. �i Op-.!vYC 1=r13`F..I ry". v .r No 562111 ;I� : ®'fr t v : 0 4 2 '31'": STATk LiP ire %'+�Qn' h "' �S�p ffl S+{ D...... .. �,ii A� GENERAL NOTES &ELEVATIONS -LARGE MISSILE IMPAC ,ti:• 8200 ADE 01102/200 C7 ZL: - PVC HORIZ. SLIDER I.AtE NTr�• WO.. O.. CWS -23'. 13 1 OF 7 I •• Does* • 6 • • • • • I Doe • 6 .._i 5813118"1 GLASS LALO23 311y, 1 SS D OLO 5s 314" 11/0717.01 2L GLASS MAX SASH WIDTH DLO A UPDATED PER NEW FBC REQUIREMENTS 641/4" rc MAX. S OVERALL FLANGE HEIGHT b3" MAX UNIT HEIGHT 60 8N 8" MAX. SASH HEIGHT 88 1141, GLASS OLO A. PACT REQUIREMENT: ft 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: "X10/X" 4. DESIGN PRESSURE RATINGS: -NEGATIVE DESIGN LOADS BASSO 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 33.113 k STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET, 6-7 FOR INSTALLATION DETAIL. VVINDLOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD .ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE IMPACT SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AND JAMB. 6. REFERENCE TEST REPORTS: NCTL 210.3459.1, 1A, 2, 2A 9. SERIES / MODEL DESIGNATION HS -8200, 10, 1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND O STAND FOR THE FOLLOW ING:.X = OPERABLE SASH, O = FIXED SASH 12. SECTION CALLOUTS FROM O/X ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 13. WEEP SLOTS =1/4" X 1" LOCATED 4" FROM BOTH ENDS B UPDATED PER 2010 FBC 11/0717.01 DES G RATING A UPDATED PER NEW FBC REQUIREMENTS 07/03/200 +fi0 Lucas A. TURNER, FL RE. 68201 %I!W�INDORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS. ............... i ANCHOR SCHEDULE AND NOTES...............2 DESIGN PRESSURES & GLAZING................3 SECTIONS &ALT.FRAME.............................4 EXTRUSIONS & BILL OF MATERIALS ........... 5 INSTALLATION DETAILS .............................6 7 Lurse A. Turner, P.E. 2011-12.07 12:09-05:00 of z [� ' 12/07/11 THE INFORMATION CONTAINED DIPNRTN(S DRAW Nt?IS THEOL/PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION A PART OR AS A WHOLE WITHOUT THE WRITTEN PERMrssloN OF cusroM wwoow SYSTEMS, INC. 18 PROH siTED. �i Op-.!vYC 1=r13`F..I ry". v .r No 562111 ;I� : ®'fr t v : 0 4 2 '31'": STATk LiP ire %'+�Qn' h "' �S�p ffl S+{ D...... .. �,ii A� GENERAL NOTES &ELEVATIONS -LARGE MISSILE IMPAC ,ti:• 8200 ADE 01102/200 C7 ZL: - PVC HORIZ. SLIDER I.AtE NTr�• WO.. O.. CWS -23'. 13 1 OF 7 -10 ].9_' MAX O.C. (TYP) A 6" MAX. (TYP) IL_ ` 6" MAX. (TYP) I 18" MAX. O.C. (TYP) L_ r INSTALLATION FANCHOR$TYP. 4" MAX 8" MAX O.C. (TYP) (TYP) 4" MAX— I I •• I • I 1 I • I t I I � I (TYP) 4" MAX— (TYP) 8" MAX O.C. (TYP) Ii III SWEEP LOCKS ONLY • i ENGAGED DURING '1 I HURRICANE, LOCKS ARE LOCATED TFlRU NAN.MG F'i 100 NTNG) AT THE THIRD POINTS • • ALONG THE FRAME 17INSTALLATION • ANCHORS TYP. B �INSTALLATION - ANCHORS TYP. SWEEP LOCKS ONLY ENGAGEO CURING HURRICANE. LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMB ! • I I ; 1, i Ii III • i � '1 I SWEEP LOCKS ONLY ENGAGEO CURING HURRICANE. LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMB • 0••000 • i • • • • • • • • ANCHOR LAYOUT - (FLANGEI ANCiiOR LAYpUT fFINf 0-11 •• • • • THRV FRAME (MASONRY OPENI J TFlRU NAN.MG F'i 100 NTNG) • • ••• •0•• •00.0• • • ••• • 0000 • • • •0••00. •• • ••• 0000 ••0••• • NOTES: •••0.0 • •• - • 4, INSTALL ONE ANCHOR AT EACA WITALIITION LOCATION. SILL ANCHORS SAME AS.HEAD. •00.0• 2. SHIM AS RECD AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE,SHIM STACK TO BE 1/4", USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. 3._L G SHIMS SHA4L BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4. 3116" DIA. ELCO UL CON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY, A MINIMUM EDGE DISTANCE OF 2 112" SHALL IEVED ER DIRECTION. S. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 13/8" INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 718" SHALL BE ACHIEVED IN EITHER DIRECTION. 6. 48 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/2" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF IX' SHALL BE ACHIEVED IN EITHER DIRECTION. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. B UPDATED PER N10 FBC 1: 110712C DISSIMILAR MATERIALS OR MATERIALS 1N CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. LUCAS A. TURNER, FL P.E. 58201 A UPDATED PER NEW FBC REQUIREMENTS 07103/21! S. INSTALLATION ANCHORS.SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL hrrh NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. s�►4� ypR btf 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL W ITH THE FOLLOWING PROPERTIES: .�O1t�' WSO F f I SF:in� rI'KwDOws & bOORs A. WOOD -MINIMUM SPECIFIC GRAVITY OF G=0.58 (SOUTHERNPINE OR GREATER) : NO V : 1900 SW 44TH AVE. B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. N, GREATER).. v; 58201 A OCALA, FLORIDA. 34474 C. MASONRY- STRENGTH CONFORMANCE TOASTM C•80, GRADE TYPE 1 (OR :'4 M .I I ANCHOR SCHEDULE & NOTES- LARGE MISSILE IMPAC 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT $FATE OF ; w rr0� F ;I r, 8200 ADE 01/02/26 12/07/11 PROPTHE RTHS • fi p �drr VERSION OF THE REFERENCE INFORMATION CONTAINED DRAWING18 THE SOLE PROPERTY OF CUSTOM S,"f :p.p. `�,+�~ ��Ir� `'Qv�" PVC HORIZ, SLIDER �'E' NTS °a� F�' 6WS-2 FMA/AAMA 100((INWINDDOWS)MAIAAAMA/AMA ¢LANGE(WINDOWS), WINDOWSYSTEMS,IN, ANY REPRODUCTIONINASWHOILI THE �(jIViII TG ��y FMAANDMA 260 BOX WINDOWS), FMAIAAMAANDMA 300 EXTERIOR DOORS . OMWNO0W OR TEO.HOUT ) EICr11 t;ts% L'ITESt:B 20F7 • 1. 718" OVERALL 718" OVERALL 3116".ANNEALEDORTEMPERED 118" ANNEALED OR TEMPERED 114" AIR SPACE - 318" AIRSPACE 5116" LAM]. 7116" LAMI, 118" ANNEALED .3116" ANNEALED .090 DUPONT PVS INTERLAYER .090 SENTRY GLASS TONOPLAST INTERLAYER 118" ANNEALED 6:0* 0 3116" ANNEALED • 0000• •• 0000• • • • 0 0 . • • • 0 0 • 0 •0 e • • • • • PURFECT GLAZE °H° 8 PURFECT GLAZE "H" -SIKAFLEX • • • • 38 SIKAFLEX 552 552 4 0 0 000000 00006 ••0• •• •• 0 0 • •"m 3 112" GLASS SITE • 0 0• 0000 000000 • ,..� 00000 • • 0 0 ••""`""" a 112" GtA33 BITE • ••• •• •0000• • 00.0• 000• 000000 • 0 • \ / 000• • •• 0 • • • ••0000 • 0 GLASS TYPE B GLASS TYPE A SASH GLASS FIXELA_S�S FULL SIZE B UPDATED PER 2010 FBC 11/07/2091 LUCAS A. TURNER, FL P.E. 58201 A UPDATED PER NEW FBC REQUIREMENTS 07/03/2008 00 Jy 1900 SW 44TH AVE; v Na 582 1 SECTION VIEW G -C OCALA, FLORIDA 34474 GLAZING - LARGE MISSILE IMPACT STATE QF k1, el .,:... 826 A COP loFOCUSTOM �f{�� 'p � �' �"�� {"' DEOWRITTENPSM�8910N El THE fNFORMATION CONTAINEDRIVT THIRV S THE SOLE PROPERT THEtri#p��pj�iy� PVC HORI2. SLI1. DERt:B OF OUS EOM WMDOW85TEMS,OIHCSS PROHIBI EDHO� I�rr: �: 3OF 7 SECTION VIEW A -A OTE! ITEMS 29, 36, 41, 42, 43,;50, 53, AND 64j IV RE USED BUT NOT SHOWN FOR CLARITY. TYPICAL VERTICAL SECTION NOTE: SHOWS FIXED LITE CUT AWAY DETAIL C (HEAD IMPACT HOOKS) SECTION VIEW C -C Z� PROPMETARYAND CONFIDENTIAL 12/O7/11 THE INFORMATION CONTAINED fW TMS DRAWING IS THE SOLE PROPERTYOF CVSTOM WINDOW SYSTEMS, INO. ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. 19 PROHIBITED. I, mow FRAME HOOK LOC. FRAME SASH CLIP IMPACT HOOK SPACING: 1) HEAD HOOKS: A) 6" FROM UNIT EDGE TO EDGE OF HOOK, B) A THIRD HOOK IS CENTERED IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 613/4". C) INNER HOOK 3 7/S" FROM EDGE OF MTG RAIL. 2) SASH CATCH:. A) 2.112" FROM SASH CORNER TO EDGE OF CATCH, B) A THIRD CATCH IS CENTERED IN SASH IF UNIT W1DTH.IS GREATER THAN OR EQUAL TO 61314". SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 114 LFgt$IV-til , p,,1C1R� FV ; No 58201 STATE OF v Hi B UPDATED PER 2010 FSC 111/0712011 lAl UPDATED PER NEW FBC REQUIREMENTS 07/03/2009 u' 1 =_ 1 WfNMlws & DOORS 1900 SW 44TH AVE, OCALA, FLORIDA 34474 SECTION VIEWS & ALTERNATE FIN FRAME- LARGE MISSILE IMPAC ADE `04102,2009 a�D`L'$200 PVC HORIZ.SLIDER 'CALE NTS Wo. NO: CWS -232 '7 .F'."I`il_G7: 6 4 OF 7 DCS Reinf. Jb. • 24 M783 Lock, krpact, PVC's. • • Interlock 46 • 25 P-3784 Keeper, knpact, PVC7 Interlock P-4633 112" Barrel) and Screw • • • S6• R44T9 tl79AJlCover w! Fla • • • • M&M Nylon • • i6• 1'3428 falrttpn .270x.18 ) al, Gray UNrafab RollForm • • • 29 84838 48 x 2/2PTuss SS -g:1 —1%2 Ajax Steel 83881 Screen Cloth, 18 x 16 Fiberglaes ow i,B Keym -ark Alum • • 32• PL4051VO #8 x 1 IR4 Ph FH T9 DWI*.. • Fastenal Steel 33• 83541 40 x 1/2" Phil Pan hlpact Hook Fastenal Steel 34 R3010 Bu lbVinylwfTTgidBa9l,.350High Amesbury Vinyl •• • 5 Ix3619 8 x 1 "Screw, rams ect Hlook Fasfenal Steel • 36 PL33426 SeErllSealer, SM41614 • • Schnee Silicone • • • j7• P-3752 Cap Plyp, 112" Bole %M Nylon 39 • PIArf41:1111 a "H'. SlkaFex 552 Hankel I Sike Silicone It 40 I PL3362 ISet. Blk., 55 Dur., 9!8" x 518" x 2" Lg, IFrankLowe IRueoer I 44 GLASS See sheet 3 46 P-4632 Sweep Lock Sullivan Zlnc 47 P-4633 112" Barrel) and Screw MCM 48 P-3511 48 x 3516" Square Pan Tek @ KEEPER Allmetal RolForm 49 FL3218 Screen Frame, Allmetal RollForm 50 P-3321 Screen Frarre.CarnerKey. Allmetal Nylon 53 83881 Screen Cloth, 18 x 16 Fiberglaes 52 83226 Scroan Splins,�,185 Dle., BIk. Dapa 53 1 P-3029 I Screen Pull Tab Summit 57 FF8026 Main Fr., HS, W IFin., PVC S8 83113 Strew Support, PVC OTE: IT 9,20,22,27, 5, 56 ARE NOT S . ALUMINUM EXTRUSIONS ARE 6063.78• 4 2 211!16» 3 4 ;, 3 PVC FRAME FLANGE -6031 PVC F 7k�.LL.ERTRA11�11116 ALU 0 3/16" O PLAN VIEW 3116" 58 --7- SCREW SUP, -3113 03116" O Cr 5" PLAN VIEW ALU 314'- 718' 14^ 7/8° j^JI 16/15" 1118" 91U L57.�ar� ALUM. SASH RE IMF. - 1688 ALUM GLAZE BEAD - 1112 Z *�' PROMETARYAND CONFIDENTIAL 12/07/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT TH- WRITEN PERMISSION OF GUSTCM WINDOW SYSTEMS, INC. 15 PROHIBITED. 2 3116" - - - i Elle" ♦ CORNER WELD CORFRFR WELD PVC SASH MTG. RAIL -6027 (ALLSIDES) (ALLS FIXED MEETING RAI 5/6"—}-�---{ 6 WITH O TERF R MI -Tr—� � WITH OUTERFRAMI RAME FIN -6026 t, 1116" b L 5 118" ALUM SASH MTG. RAIL -1497 1718" 1 15/16"1 �31l8" 1516" 6 ALUM HD MTG RAIL -1681 518" PVC SASH SIDE RAIL -6028 9 3N8" ALUM SASH IMPACT HOOK -1556 3/ 11 T -" may' 1�.&T ALUM S.B.RJS,S.R, - 1498 Er"121 PVCR6005 j PVC SASH TOP/STM RAIL -6004 114- PVC SCREEN CATCH - 6013 1 51f8^ 5 1 118"� 718" 1 13 1 718" !— 5116" �.— PVC GIAZEBEAD-6064 M FRAME IMPACT HOOK -1577 PVC SCREEN SUPPORT - 8014 Ell UPDATED PER 2010 PBC 11/071201 A. TURNER, FL P.E. 58201 1 A UPDATED PER NEW F13C RFOV€REMENTS ,.rrttfrrrrrr... �,eitiD� :G - °,� *� Il= J WINDomS A naORS ✓ Na 58201 .,,P 1900 SW 44TH AVE. OCALA, FLORIDA 34474 EXTRUSIONS & B.O.M. LARGE MISSILE IMPACT cT.A,1 kOP a . .ti 8200 ADE 7 E' 01102/20 ....... .. �N�' P. QVC HORIZ. SLIDER t F 1:2D 0: CWS -2 Jr�r1r%Mtti,1011Y1. L•,: -r -rt: B ....". 5 OF 7 R SEALANT BETWEEN BUCK 1 BY WOOD BUCK 174" MAX SHIM AND OPENING BY OTHERS BY OTHERS [B] 114" MM AX SHIM CONCRETEIMASONRY [Bl BOTTOM SWEEP LOOK ACITVATED ONLY BY OTHERS DURING HURRICANES. .131-6_ MIN EMBEDMENT [DI INSTALLATION ANCHOR, 3116' DIA. MASONRY SCREW •e.' 'e• e' Z= MIN EDGE DIST w7 WASHER THRU SCREW • [D) SUPPORT, JCIA' • i, ] B. .:' INSTALLATION ANCHOR, a ° ►' WASHER THRU SCREW 'e' e+ • 2112" MIN EDGE HIST a•e SUPPORT. [D) •'•' e CONCRETEIMASONRY , [C] a a BY OTHERS 'e•a • ° •' 2ByWOO D A]CK SEALANT BEHIND SEALANT BEHIND SEALANT BETWEEN BUCK FLANGE BY FLANGE BY AND OPENING BY OTHERS [C] EXTERIOR MIN EMBEDMENT INSTALLER INSTALLER SEALANT BETWEEN BUCK • • • • PERIMETER SEALANT PERIMETER SEALANT EXTERIOR FINISH AND OPENING BY OTHERS 2. 112° 4AIN EDGE D'j • • • BYTO7HERS INISH BY INSTALLER BY INSTALLER BY OTHERS L j�ii•w • • C HORIZONTAL SECTION • • �FRAME(WOOD) • • • • • , B HORIZONTAL SECTION •a al • 4f WIN EMBEDMENT .; °°,' ►. s � ° ° � ° •• 6 FRAME {MASONRY) MB _ ICI 1 + ° , M•+ w ° • IMILAR FOR 7.BY IN5TAL!-ATIQN, 1BY WOOD SUCK ILL INSTALLATIQN SAME AS StiOW N BELOW. • •••• •••• v _•• BYOTHERS [A] , EXTERIOR FlNlS •,:�% w lMOfI�ERS • • • • • • --f—•1/4" MAX SHIM INSTALLATION ANCHOR, 3116"DIA. PERIMETER SEAMASONRY • • [B)[ • BY-INSTALLER BACKED WASHER THRUCREW • • • • • •.• • • _ - 3 SUPPORT. [C] • SEALAPIT BEHIND • • INSTALLATION ANCHOR. SEALANT BEHIND • FLANGE BY w • • • f • • • • 3116" DIA. MASONRY SCREW INSTALLER HEAD BY INSFLANGE BY SEALANT TALL SCREW 1NSIARER W/WASHER THRU SCREW • w SUPPORT. [C] • • • • • r • • PERIMETER SEALANT 114" MAX SHlM[BI • • • BY INSTALLER. • • INSTALLATION ANCHOR, 3116" DIA. EXTERIOR FINISH -• D . Q b g D ` g •D ' Q MASONRY SCREW W/NEOPRENE • D • ►' : s • 'P > p •` °� e' *p �." MIN EMBEDMENT BACKED WASHER THRU SCREW D • ,D* • 'D . ; p D D D D D 0 D [C] SUPPORT.[C] Drp * p' (;. sD sC.0 D.• .r`r •r" SEALANT BEHIND SEALANT UNDER SCREW ,D* • R i p D *D 'rr REFERENCE NOTES: FLANGE BY HEAD BY INSTALLER F•— 2112, MIN EDGE DIST INSTALLER [ :�•,,,ICONCRETFJMASONRY [A SEE NOTE 16, BHT 2 SHT 1 HIGH STRENGTH STRUCTURAL BY OTHERS [C] t0 SEE NOTE 2&4, SHT 2 GROUT BY OTHERS [0] SEE NOTE 6, SWT 2 PERIMETER SEALANT BY INSTALLER 114" MAX SHIM - D ALTERNATE PRECAST SILL DETAIL [E] SEE NOTE 6. SHT 2 �[BI �FRAME(MASONRY) B UPDATED PER 2010 FBC 11107/2011 EXTERIOR FINISFI A UPDATED PER NEW FBC REQUIRFMENTS 07/03/2009 BY OTHERS >' .6. :•——^^:::.... SILL STOOL LUCAS A. TURNER, FL P.E. fi8201 �—+P •• �• , s•s°. BY OTHERS ° .p.• 1lrinetrll e:!;°•s ,° •• �e se ° • a► s'•0 USE SOLID WOOD e"+�Sk1 PvaOREIq� rr°°2y� a.••• a °%+°� • . �• �,'► SUPPORT TO MAKE i". `CE/V$'+�'`P P✓� I s.• ;°. .e' pfd 's. n:A. SILL LEVEL. BY OTHERSy`•.�Y ,1 WINDOW3AA00RS •s ' • ° LIM! MIN EMBEDMENT r a,' No 5,8201 1900 SW 44TH AVE. ��] ? A e * OCALA, FLORIDA 34474 CONCRETEIMASONRY ••yyt BY OTHERS 2112" MIN EDGE DIST f` ° STATE ®F 1 r INSTALLATION THRU FRAME DETAIL- LARGE MISSILE IMPACT "• M77777777: a..: r. .. r,,, Jr.) 12/07/11 �Qs,'•.� P •" * 8200 ADE 01,02(2009 q VERTICAL.8 OWN PROPRIETARYAHD aCr•loeaiwL +F CUSTOMs '' `'�& O R10. "� �� •1 ."'R O.; 6 FRAME(MASONRY) WINDOWS MRf3BiORO. YRrPRO THISTHE INFORMATION CONTAINED IN DRAWING STEM9,NC.618 WHOLE 1 FDO OUTTHE «°jI �C p:fe v PVC F!ORIZ. SLIDER •• ,„ NTS '"' • CWS-232 B 6OF7 • SEALANT BEHIND FIN BY INSTALLER SHEATHING BY OTHERS PERIMETER SEALANT EXTERIOR FINISH; BYINSTALLER BY OTHERS °.° ;e WINDOW WRAP BY INSTALLER SEALANT BEHIND�FIN ;•°»'Y BYINSTALLER ° EXTERIOR FINISH •:d BY OTHERS WINDOW WRAP BY IN6WL€R 8d$ N14 I o'ad' ;4 • ! • • PERIMETER SEAT AN • BYINSTALLER ! • •••• •••• •• w • • • • SEALANT BEHIND FIN BY INSTALLER SHEATHING BY OTHERS J= MIN EMBEDMENT [El E VERTICAL SECTION 7 FIN (WOOD) BUCK (A] _ I --]L4"_ MIN EDGE DIST [E1 114' MAXSHIM [B] 114" MAX SHIM [Bl t— I& MIN EDGE DIST 2 BY WOOD BUCK BY OTHERS [Al INSTALLATION ANCHOR, 48 WOOD SCREW WI WASHER [E] 1-= MIN EMBEDMENT [EI MIN EDGE DIST [EI 114" MAX SHIM [B] THERS—/ d••'4• "Q,e .�O••e1 ° ° d• �. EXTERIOR FINISH WINDOWWRAP BY OTHERS BY INSTALLER SEALANT BEHIND FIN PERIMETER SEALANT BY INSTALLER BY INSTALLER F HORIZONTAL SECTION 7_J FIN (WOOD) ... ""a,l----2BYWOOD.BUCK BY OTHERS (A] �-•- INSTALLATION ANCHOR, 98 WOOD SCREW W! WASHER (EI MIN EMBEDMENT ` PROPRIETARY AND CONFIDENTIAL 12/07/11 THE INFORMATION CONTAINED IN THIS DRAWING ,IS THE SOLE PROPERTY OF CUSTOM, WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. Y ry REFERENCE NOTES, [A] SEE NOTE ""5"T' 0,SHT1 [B] SEE NOTE 2&3, BHT 2 (CISEENOTE 4,6HT2 IDI SEE NOTE 5, SHT 2 [E] SEE NOTE 6, BHT.2 eb$e• PERIMETER SEALANT BYINSTALLER q•• WINDOW WRAP BY INSTALLER e� o, EXTERIOR FINISH BY OTHERS �°•° SHEATHING BY OTHERS J= MIN EMBEDMENT [El E VERTICAL SECTION 7 FIN (WOOD) BUCK (A] _ I --]L4"_ MIN EDGE DIST [E1 114' MAXSHIM [B] 114" MAX SHIM [Bl t— I& MIN EDGE DIST 2 BY WOOD BUCK BY OTHERS [Al INSTALLATION ANCHOR, 48 WOOD SCREW WI WASHER [E] 1-= MIN EMBEDMENT [EI MIN EDGE DIST [EI 114" MAX SHIM [B] THERS—/ d••'4• "Q,e .�O••e1 ° ° d• �. EXTERIOR FINISH WINDOWWRAP BY OTHERS BY INSTALLER SEALANT BEHIND FIN PERIMETER SEALANT BY INSTALLER BY INSTALLER F HORIZONTAL SECTION 7_J FIN (WOOD) ... ""a,l----2BYWOOD.BUCK BY OTHERS (A] �-•- INSTALLATION ANCHOR, 98 WOOD SCREW W! WASHER (EI MIN EMBEDMENT ` PROPRIETARY AND CONFIDENTIAL 12/07/11 THE INFORMATION CONTAINED IN THIS DRAWING ,IS THE SOLE PROPERTY OF CUSTOM, WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. Y ry REFERENCE NOTES, [A] SEE NOTE ""5"T' 0,SHT1 [B] SEE NOTE 2&3, BHT 2 (CISEENOTE 4,6HT2 IDI SEE NOTE 5, SHT 2 [E] SEE NOTE 6, BHT.2 REFERENCE NOTES, [A] SEE NOTE ""5"T' 0,SHT1 [B] SEE NOTE 2&3, BHT 2 (CISEENOTE 4,6HT2 IDI SEE NOTE 5, SHT 2 [E] SEE NOTE 6, BHT.2