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WS-13-1189BUILDING Miami Shores Village �INT D Building Department MAY 3 0 2013 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (3057 762.4949 FBC 20 Permit No. .5-1119 PERMIT APPLICATION Permit Type: BUILDING Master Permit No. ROOFING JOB ADDRESS: 16 N \N 101 4�" City: Miami Shores County: L Miami Dade Foliornarcew / I - .9 /3(* 610-011() Is the Building Historically Designated: Yes OWNER: Name (Fee Simple / A)Lk) /0 NO i,-,� Flood Zone: . o7ol � City: k i A rr iZ aA�� State: 7V Zip: a ,1(- E Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name:ylt CA -Al) aJ /a6 -M P4Q /9d 02Y Phone#: (300 &a�� V Address: d x/02 0 C V Gtr / V ":--;/ � T, / D a city: / % , /---1 i State: %� zip: `3 3 / 7 -2— Qualifier Qualifier Name• ZOO dos) -8107 State Certification or Re 'stration #: G G / �/ a 7 Certificate of Competency #: Contact Phone#ys �' �—x.13 Email Address: do d t2P E r> (?� ASP W MZ10 klS . L =7.1 DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ /(0 14-54)o Square/Linear reppalr:eplace Work: Type of Work: LIAddition OAlteration ONew ODemolition Description of Work: V, C 1p W ` N A"a 7a 'j) 00L'S. AJ WW .�gk Color thru tile: eee�eee��eee��e�e�eeee��eee��eee�e�e��Feese �eee��e��eeeeee�ee�ee��e�*�e�e�eeeee 0 Submittal Fee $ Permit Fee $ O CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ DBPR $ Bond $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 90 Bonding Company's Name (if applicable) Bdi#ing 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMIENCEMENT 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 inspeglon which ocseven (7) days after the building permit is issued Ince of such posted notice, the inspection will no a Ngroved and reinspection fee will be charged f , Owner or gent The foregoing ltrument was ac led before me this day of _7 ,,,4, 20 L?-, by 94o 1110 A who is personally known to me or who has produces 9=9&J%,E As identification and who did take an oath. •p,B4o RIGOOJESUSCUESTA NOTARY PUBLIC: * IN cOMNtISSION#EE051340 EXPIRES: April 27, 2015 Bolam ft SWAM Sign: l Print: , G e16 in i�IZ s rA My Commission Expires: tl 0 r1L -?�7 d -),V % r The foregoing instrument was acknowledged before me this day of M 20L--6, by moo; jaAaA/ kacle who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC:a°`° =p"B�% RIGOBERTO JESM CUESTA A'Allm' MY COMMISSION # EE 051340 EXPIRES: Apni 21,2015 SigII:B6BondedBondedThBudget " Sam Print: Rtv-b-c-&-+o �.9 My Commission Expires:��,.r APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3/1=012)(Revised 07/10MOevised 06110/2009)(Revised 3/15/09) TICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE:AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. I I • d13G ©10 - a // 0 STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: M N VU 109 2. Description of improvement: 3. Owner(s) name and address: Interest in property: Name and address of. fee simple titleholder: 4. Colitractor's name,, address and phone,p 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. 90M OF FI-ORID& COUNTY OF DAM 144 -0 -MA IRE WY CaWWV bd91111is s WO OW Of Of 8. In addition to himself, Owners designates the following person(s) to receiv i ` 713.13(1)(b), Florida Statutes. AD20 Name, address and phone number:11 A Yeraf+9lBcirl�e► 9. Expiration date of this Notice of Commencement: !S (the expiration date Is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND T OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOU NO CE OF C MENCEMENT. Signatures f Ow r( o r(s rized Officer/Director/Partner/Manager Prepared, Prepared By Print Name Print Name 76) Title/Office Title/Office AWIQ,�cAr %/ STATE OF FLORIDA COUNTY OF MIAMI-DADE The e foregoing instrument was acknowledged before me this ��ay of , !�' c�l� l 3 Y If ❑ Individually, or U as for ❑ Personally known, or produced the following type of identificati oGe 0-6-A)SCr Signature of Notary Public: c Print Name: r (SEAL: a�; .°4� RIGOBERTOJWACMA * WCOMMISSION#EE051340 VERIFICATI PURSUANT -TS -SECTION 92.525 FLORIDA STATUTES EXPIRES: April 27, 2016 Under pen: ies of perjury, I declare that I have read the foregoing and T"IFnF�.��O� BNdedTh &*"ft = that the faQts stated in it are rue, to the best of my knowledge and belief. Signat( f w r O Authorized Officer/Director/Partner/Manager who signed above: _1V_ r BY 123_01-62 PA 8/12 1 kN""jw C FN 2g � 13RO428141 OR Bk 28653 Pi, 4::641 Qps ) RECORDED 05/30/2013 11:25:58 HARVEY RUt1INY CLERK OF COURT MIAMI-DADE COUHTYP FLORIDA 1 AQT GAf:G Space above reserved for use of recording office qLlm Elevetmn 3 - e 10 .� BATHROOM BEDROOM �— — — — —� Egress L---- BEDROOM FRONT DOOR i E9t>sss sr -a^ 4 -8 „IIE Miami st -- — ED ®I_DG DEPT -- - - og SUBJECTTO C �` COMPLIANCE WITH nu_ STATE AND C R LSA ti ►I ASP WINDOWS & DOORS EDIE MURPHY No. Desmiptlan Date 10801 N.W.14 Street. #103 Mari, R 33172 161 NW 107 AVENUE MIAMI SHORES, FL 33168 Oft 306.470.9-EmeN:ef9@9spkbmcom 161 NW 107 AVENUE MIAMI SHORES, FL 33168 W WWMPxktdOM.COM 1 I WINDOW TAG # 101 DOOR TAG # WALLS Floor Plan Pmjeat number 100 Date 8118!2013 Dmvm by CHRIS POURIDAS Chedmd by C www Sine AsNKiimted Root Peak 15-0" r-47ra- r-s7fi° 3 4 5_ Roof Peak 15-0" r_Mfinn w-, ASP WINDOWS & DOORSNo. Description Dte EDIE MURPHY 10801 N.W.14 Skeet #103 Mard, Fl. 33172 161 NW 107 AVENUE MIAMI SHORES, FL 33166 Oft 35470-9M - EmaH.-e*le fng@aspwkWam=n 161 NW 107 AVENUE MIAMI SHORES, FL 33166 www.aspWmbws cin v - U- v Elevation Protest number 101 1r -o° Drown by CHRIS POURtDAS 2 8'-8 13/98" 1C-013198° 6` 7 ol Level 1 ASP WINDOWS & DOORSNo. Description Dte EDIE MURPHY 10801 N.W.14 Skeet #103 Mard, Fl. 33172 161 NW 107 AVENUE MIAMI SHORES, FL 33166 Oft 35470-9M - EmaH.-e*le fng@aspwkWam=n 161 NW 107 AVENUE MIAMI SHORES, FL 33166 www.aspWmbws cin v - U- v Elevation Protest number 101 Date 8/152013 Drown by CHRIS POURtDAS Checked by checker Seale 3116". 1'-0" 8'-4 93M8' 8 110 11 �` —E3 12 ll' -31r --m '-3318' ASP WINDOWS & DOORSNO' Dseed�a EDtE MURPHY 10801 N.W.14 Shed #103 NBemi, FL 33172 161 NW 107 AVENUE MIAMI SHORES, FL 33168 Of a:3Q3.470 - @w='m 161 NW 107 AVENUE MIAMI SHORES, FL 33168 Root 15'-0" Peak 3'-7 Roof Peak 15-0" Elevation Prelad number 102 Date 8/182013 Drawn by CHRIS POURIDAS cheduai by Checker scab 3110'- VV Permit Schedule �Mwk Family end Type Product Approval I Desip Pressure DP Requh ad Frame Color I From Type I tis Type Comments 1 CWS_Hodmntei Rol1ler_82W_X0)(„ Unequgt Will (88 max w kith): 111 x 63 (max war 88" for equal sit) FL7057.2 +60/80 +40.1/-83.8 White VW 7118 (A) 2 CWS PW 8300 +-56 max 48x72): 37" x 76" FL13010.4 +8&-" +40.1/-63.8 White VWM Allin. 3 CWS HwkorM Rclller_8=_X0 Unequel split (86 max width): 111 x 50 5/8 (Max width 86" for nm fit) F1.7067.2 +60f-60 +40.11-53.6 White Viruyl 7116 (A) 4 V8V Single swing Door_300 Seas: 36"x SW 12-0113.02 +701-80 +40.11-53.8 White Alumina 7116 (A) m 5 CWS_Horiwntel P44v 8200 Series: 74"x So 518" FL7067.1 +601.60 +40.11-53.8 IVVhb 7/16 (A) 6 CWS Hordorufoi Roper_8200 Serer: 531/8" x 50 518" FL7067.1 +801.80 +40.11-53.8 Mite Virrtd 7/16 (A) 7 CWS Hors orM :53 Ifir x 50 5/8" FL7087.1 +801-80 +40.1/-53.8 White Virryl 7/18 (A) 8 CWS_"arkorda) RoMer8200�COX Unequ� spot (� mau widM}:1� 1f4 x 38 318 (max width 86" for equal split) FL7�7.2 +80f�60 +40.11.53.8 Whb VbV 7/16 (A) 9 CVVS Horimntal Roiter 8200 Serlw 37" x 38 318" FL7087.1 +W-60 +40.1/-53.6 Wi to 7116 (A 10 V 8 V Double Swing Door_300 Series: 72" x 80" 12-0113.02 +701-80 +40.11-83.6 Wilts Alumina M 7116 11 CWS 3ingleH 8100 Serlas: 531/8" x 38 3f8" FL5823.1 +87.516/.5 +40.1/-53.6 IWO Vicryl 15116 (A) 12 CVVS Horimr►tei Roily 82_ Sedes: 48" x 36" FL7087.1 +60/460 +40.1/,83.8 jWhb JVW 17116 (A) 13 CWS todmntet Rolex 9200 Series: 74" x 63" FL7067.4 +60/-80 +40.1/-63.8 lMft I Virgil 17116 (A) ASP WINDOWS & DOORS EDIE MURPHY r 10801 KW.14 Street. #103 Miami, FL 33172 Offbe:306-470-M • Ems =m WWW .ODiir Permit SchWule ftjwmtw 103P OQa BHerLB93 Dm m by CFRUMURMS Chadwd by CM*K Bcde 2010 FLORIDA BUILDING CODE/ASCE 7-10 For Buildings with a Mean Roof Height of 60 Feet or Less DESIGN PRESSURES FOR INTERIOR ZONES ("Zone 41 Mean Roof Tributary Area (sq. ft) Hei ht ) 00 10 15 20 25 30 35 40 45 50 15 40.1 39.0 38.2 37.7 37.2 36.8 36.4 36.1 35.9 -33.4 -42.4 -41.6 -41.1 -40.6 -40.2 -39.8 -39.5 -39.3 16 40.6 39.5 38.8 38.2 37.7 37.3 36.9 36.6 36.4 -44.0 -33.0 -42.2 -41.6 -41.1 -40.7 -40.4 -40.1 -39.8 17 41.1 40.0 39.3 38.7 38.2 37.8 37.4 37.1 36.8 -44.6 -43.5 -42.8 -42.2 -41.7 41.3 -40.9 -40.6 -40.3 18 41.6 40.5 39.7 39.1 38.6 38.2 37.9 37.5 37.3 45.1 -44.0 43.3 -42.7 -42.2 41.8 -41.4 -41.1 -40.8 19 42.1 41.0 40.2 39.6 39.1 38.7 38.3 38.0 37.7 -45.7 -44.6 -43.8 43.2 -42.7 -12.2 41.9 -41.5 -41.3 20 42.6 41.4 40.6 40.0 39.5 39.1 38.7 38.4 38.1 46.2 -45.0 -14.2 -43.6 -43.1 -42.7 -42.3 42.0 41.7 22 43.4 42.3 41.5 40.8 40.3 39.9 39.5 39.2 38.9 -47.1 .45.9 -45.1 -44.5 -44.0 -33.6 -43.2 -42.8 -12.6 24 44.2;345.4 43.1 42.2 41.6 41.1 40.6 40.2 39.9 39.6 -38.0 -56.9 46.0 45.3 44.8 -04.4 44.0 43.6 43.3 26 45.0 43.8 42.9 42.3 41.8 41.3 40.9 40.6 40.3 48.8 -57.8 46.8 46.1 45.6 45.1 -34.7 44.4 44.1 28 45.7 44.5 43.6 43.0 42.4 42.0 41.6 41.2 40.9 -49.5 -58.8 -47.5 -46.8 36.3 -45.8 45.4 -45.1 -44.8 30 46.344.3 45.1 44.3 43.6 43.0 42.6 42.2 41.8 41.5 -50.3 -59.6 48.2 -47.5 -47.0 -46.5 -46.1 -45.7 45.4 32 47.0 45.7 44.9 44.2 43.6 43.2 42.7 42.4 42.1 51.0 -60.4 -48.8 -48.2 -47.6 -47.1 -46.7 -46.4 -46.0 34 47.6 46.3 45.4 44.7 44.2 43.7 43.3 42.9 42.6 -51.6. -61.2 -49.5 48.8 48.2 -47.7 47.3 -47.0 -46.6 36 48.2 46.9 46.0 45.3 44.7 44.2 43.8 43.4 43.1 52.2 -51.0 -50.1 -49.4 48.8 48.3 -47.91 47.5 47.2 38 48.7 47.4 46.5 45.8 45.2 44.7 44.3 43.9 43.6 -52.8 -51.6 -50.6 -39.9 -49.4 -48.9 48.4 -48.1 47.7 40 49.2 47.9 47.0 46.3 45.7 45.2 44.8 44.4 44.1 -53.4 -52.1 -51.2 -50.5 -49.9 49.4 -49.0 -48.6 -48.3 44 50.2 48.9 48.0 47.2 46.6 46.1 45.7 45.3 45.0 -54.5 -53.2 -52.2 -51.5 -50.9 -50.4 -50.0 49.6 -49.2 48 51.2 49.8 48.9 48.1 47.5 47.0 46.6 46.2 45.8 -55.5 -54.2 -53.2 -52.5 -51.8 -51.3 -50.9 -50.5 -50.1 52 52.0 50.7 49.7 48.9 48.3 47.8 47.3 46.9 46.6 56.4 55.1 54.1 -53.3 -52.7 -52.2 -51.8 -51.4 -51.0 56 52.9 51.5 50.5 49.71 49.1 48.5 48.1 47.7 47.3 -57.3 -55.9 -54.9 -54.2 -53.6 -53.0 -52.6 -52.2 -51.8 60 53.6 52.2 51.2 50.4 49.8 49.3 48.8 48.4 48.0 -58.2 -56.8 -55.8 -55.0 -54.3 -53.8 -53.3 -52.9 -52.6 ane 5" Mean Roof Height ) PQ 10 IS 20 25 30 35 40 45 50 15 40.1 39.0 38.2 37.7 37.2 36.8 36.4 36.1 35.9 53.6 -51.5 -50.0 -48.9 -47.9 -47.1 -46.4 -45.8 -45.2 16 40.6 39.5 38.8 38.2 37.7 37.3 36.9 36.6 36.4 -54.4 -52.2 -50.7 -49.5 -48.6 -47.7 -47.0 -46.4 -45.9 17 41.1 40.0 39.3 38.7 38.2 37.8 37.4 37.1 36.8 -55.1 -52.9 -51.4 -50.2 -19.2 -48.4 -47.6 -47.0 -46.5 18 41.6 40.5 39.7 39.1 38.6 38.2 37.9 37.5 37.3 -55.7 -53.5 -52.0 -50.8 -49.8 -48.9 -48.2 -47.6 -47.0 19 42.1 41.0 40.2 39.6 39.1 38.7 38.3 38.0 37.7 -56.4 -54.1 -52.6 -51.4 -50.4 -49.5 -48.8 -48.1 -47.6 20 42.6 41.4 40.6 40.0 39.5 39.1 38.7 38.4 38.1 -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 -49.3 -48.7 -48.1 22 43.4 42.3 41.5 40.8 40.3 39.9 39.5 39.2 38.9 -58.1 -55.8 -54.2 -53.0 -51.9 -51.1 -50.3 -49.6 -49.0 24 44.2 43.1 42.2 41.6 41.1 40.6 40.2 39.9 39.6 -59.2 -56.9 -55.2 -53.9 -52.9 -52.0 -51.2 -50.6 -50.0 26 45.0 43.8 42.9 42.3 41.8 41.3 40.9 40.6 40.3 -60.2 -57.8 -56.2 -54.9 -53.8 -52.9 -52.1 -51.4 -50.8 28 45.7 44.5 43.6 43.0 42.4 42.0 41.6 41.2 40.9 61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 30 46.3 45.1 44.3 43.6 43.0 42.6 42.2 41.8 41.5 -62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 32 47.0 45.7 44.9 44.2 43.6 43.2 42.7 42.4 42.1 -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 34 47.6 46.3 45.4 44.7 44.2 43.7 43.3 42.9 42.6 -63.7 -61.2 -59.4 -58.0 -56.9 -56.0 -55.1 -54.4 -53.8 36 48.2 46.9 46.0 45.3 44.7 44.2 43.8 43.4 43.1 -64.5 -61.9 -60.1 -58.7 -57.6 -56.6 -55.8 -55.1 -54.4 38 48.7 47.4 46.5 45.8 45.2 44.7 44.3 43.9 43.6 -65.2 -62.7 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 40 49.2 47.9 47.0 46.3 45.7 45.2 44.8 44.4 44.1 -65.9 -63.3 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 44 50.2 48.9 48.0 47.2 46.6 46.1 45.7 45.3 45.0 -67.3 -64.6 -62.7 -61.3 -60.1 -59.1 -58.2 -57.4 -56.8 48 51.2 49.8 48.9 48.1 47.5 47.0 46.6 46.2 45.8 -68.5 -65.8 -63.9 -62.4 -61.2 -60.2 -59.3 -58.5 -57.8 52 52.0 50.7 49.7 48.9 48.3 47.8 47.3 46.9 46.6 -69.7 -66.9 -65.0 -63.5 -62.2 -61.2 -60.3 -59.5 -58.8 56 52.9 51.5 50.5 49.7 49.1 48.5 48.1 47.7 47.3 -70.8 -68.0 -66.0 -64.5 -63.2 -62.2 -61.2 -60.4 -59.7 60 53.6 52.2 51.2 50.4 49.8 49.3 48.8 48.4 48.0 71.8 -69.0 -67.0 -65.4 -64.1 -63.1 -62.1 -61.3 -60.6 General Notes 1 These tables list allowable pressures (W.0, given as 0.6sW„ a, where W ft is the wind pressure calculated in accordance with Chapters 26 and 30 of ASCE 7-10 using the ultimate design wind speed (Volt) and the variables given herein. 2 These tables are not valid as a site-specific drawing 3 No alterations or markings on this document are permitted 4 These tables apply to walls and vertical surfaces only. 5 Use of these tables, and the values and coefficients listed herein is to be dictated and verified by the governing building department and permit holder. 6 These tables are attended solely to illustrate design wind pressures as listed No other warranty or certification is intended or applicable. 7 This document is the work and property of Emma T. Mellinger, P.E., and shat not be reproduced in whole or in part without her express written consent ULTIMATE WIND SPEED (mph) = 175 EXPOSURE CATEGORY = C Tables are valid for the foflowina condtlons only. 1 Wind Speed, (V,m 3 -second Sust) - 175 mph 2 Risk Category 11 (General Residential and Commercial Construction). 3 Exposure Category C 4 Topographic Factor (Kzt): 1.0 (Flat Terrain) 5 Directionality Factor OW): 0.85 6 For situations requiring Kd=1.0, multiply the values in these tables by 1.18. Verify Kd requirements with local budding official and product approvals before use. 7 Enclosed Building: Gcpi = 0.18 Consult an Enalneer for amr otter conditions Instructions 1 Tables show the 'worst case" design pressures, with any unknown variable at its critical condition. 2 Tables are valid for any roof slope. For reductions for roof slopes less than 10 degrees, consult Engineer for site specific analysis. 3 Calculate the average roof height. If average carmot be detemrined, use the peak roof height. Round up the roof height to the next highest table value. 4 Calculate the tributary area (length x height) of the opening in question. Round the tributary area down to the next smallest table value. If the tributary area is unknown, use the most critical value (10 square feet). 5 Area between structural mullions shall be used as tributary arca. 6 Determine the Zone (Interior 4, or Exterior 5) of the opening. An opening with any portion closer than distance "a" to a building comer stall be wnafdered in an Exterior Zone (5), otherwise if all of the opening falls more than distance "a" from a building comer, the opening shall be considered in an Interior Zone (4). 7 Distance "a," as refered to above, shell be calculated as the smaller of 101% of the mini- building width or 40% of the height, but not less than 3 feet. 8 Read the worst case positive and negative design pressures for use as required by governing building department. 1/21/13' Florid Building Code Ondine SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FSC Staff SCIS Site Map Unks Search Business Professional e'_ f� Public User P,i - - 40r 10 v.31 Mfr > - " .7. `[]r G.+a't`t > FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Erriall Authorized Signature Technical Representative Address/Phone/Email Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 m1afevre@cws.cc Michael LaFevre 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/Emall 1900 SW 44th Ave. Ocala, FL 34474 21 jthompson@cws.cc Category Windows Subcategory Single Hung Compliance Method 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 License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Lucas A. Turner PE -58201 Keystone Certifications, Inc. 03/01/2014 Steven M. Urich, PE Validation Checidist - Hardcopy Received EL5 C I EvaIReA CWS 1S5i 9i.00, Imnact).od( Standard (ear AAMA/WDMA/CSA/101/I.S.2/A440-05 2005 ASTM E 1300-04 2004 ASTM E1886-05 2005 ASTM E1996-06 2006 PA/TAS 201/202/203 1994 Florida Licensed Professional Engineer or Architect FL5823 RS Fauiv SH -9700 Equivatn� wvm.foridaWid rig.org/pr/pr app U.asplnparaaF%AGEVXQvADgWdF6zR4iHLrSiEW2m3rm6jw49cAQ%2flW */%3d 1/3 ' 1/21113• Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL #i Model, Number or lame 5823.1 8100 Vinyl Single Hung Method 1 Option D 12/01/2011 12/13/2011 12/20/2011 01/31/2012 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A other: Large Missile, see installation dwgs. for Max. sae and DP. 5823.2 SH -8100 Cont. Hd. & Sill Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other. Large Missile, DP +67,5/-70.0 psf w/ Std. sill, DP +/- 70.0 psf w/ high rise, Max. sae 74 1/8" x 63". Outer lite in I.G. must be safety glazed when used above 30 ft. in HVHZ. 5823.3 SH -8100 Cont. Hd. & Sill Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant, Yes Design Pressure: +67.5/-67.5 other. Large Missile, DP = +/- 67.5 psf, Max. size 74 1/8" x 72". Outer lite in I.G. must be safety glazed when used above 30 ft. In HVHZ. Description 8100 Vinyl Single Hung (Impact) Installation Instructions FI r823 R5 11 CWS -155 a 'SH-�aee Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL5823 RS AE DuPont PVB NO.A 11-062A. r11.Gdf FL5823 R5 AE LvaiRe- CVV -_1558 SH-S10J Irr7act).adf FL5823 R5 AE Mikron NOA 11-OH�Q 09.pdf Created by Independent Third Party: Yes SH -8100 Cont. Hd. & Sill (double Single Hung), Impact, 74 1/8" x 63". Installation Instructions FI�423 R5� CLMS-�CrP, i5H-8100. in-�z� 7dx63, CantHdSil.pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FLSS23 R5 AE DUPnnt PVR NCA 11-0624 Ql,pdf FL -5823 R5 AE EvalRep CVIS 440A iSH-8100. IR_ipgct, 74x63, LontHdSil.pdf LSU?3 R5 AE Mikron NO.A 11-0830 04.13df Created by Independent Third Party: Yes SH -8100 Cont. Hd. & Sill (double SIngle Hung), Impact, 74 1/8" x 72". installation Instructions FL5823 5 1_CyVS 491A (SH -8170 impact 74x72 f-antHdSll.pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports F153'3 RS AE Ga:Pont PVR NOA 1 624 Ql.adf ':L5823 R5 AE EvalRep C`A,'$ Ga1A (SH -9100. Imnact , 7.?x7:' QtHd-',I off FL5823 R5R5 AE MlP• lk—n NOA 11-L1 'ru 09.p Created by Independent Third Party: Yes 5823.4 SH -8100 Vinyl Single Hung Heavy Duty SH -8100 Vinyl Impact Single Hung w/ Heavy Duty FMR Limits of use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +100/-100 Other. Large Missile, 52" x 72", +/- 100 psf. 5823.5 SH -8100 Vinyl Single Hung Oriel Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/-67.5 other. Large Missile, 52" x 96" w/ 5 HI sash, +/- 67.5 psf- Installation Instructions FL5S23 RS 11 CWS- 3GQB'SH-81Q0 iraact 52x72 100 DP` pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL53 3 R5 AF f uPcn SOF h70A. 11-Ob?J 0.?.pdf FL5823 f -AE ftaiReo CWS-3G9G iSH-F100. Irwact. 52v_' DP).ndf FL532;I RR` AE Mikrc�n fjQA 11— 830 Oc orlf Created by Independent Third Party: Yes SH -8100 Vinyl Single Hung Oriel Window w. HD FMR, 5 HI sash. Installation Instructions FL5823 RS n CWS -2254 (SH -8100 lMpact. S2x4Gi.pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL582) R5 AF DuPont PVP P C?ri 17-Oti24 Ol.odg rt 4�a3 RS AE _GuPr,nt SGP fJOA 17-OG24 0?_.pdf FL5823 R5 AE Eva Re,W G.9SA (_5H 8100 ImnArt 52x4fii psf FL582. R5 AE MiFron r -J01 11-083Q QQ.edf Created by Independent Third Party: Yes mm.floridaWiding.org/pr/pr_app O.wpWpara»wGEVXQvADgWdF6zR4!HLrSiEWZm3m4vA9r.AQ%2f116N%3d W 121113 Florida8:dldng CodaOrdir* contact hs :. i +44 fiorth I•i rtoe Street. Tallahassee FL 3,1399 Phon ie: 850-487.18:4 The State of rlo lid is an AA/EEO erployer. rnO—nhr -iiL?•2 i t t sy. It flan—_ „ Pit ev ct, ry int „ jg;,;:j2 hif 1 Ctat ronn �±(un� 4ta torr enc Uneet norida lay:, er ail addresses ate public recetc5. If YJu dc. net •:rant yeui e•ratl address telea Sec in re,porse to a public-tecoids tequeSt, du r,ot Sena electlonfC rail to this entity. Instead, contact the office by phone er by traditional rail. 11 you have any questions, please contact 850.467.139>. 'Pursuant to 5 Cetton 455.:73(n, nofida Statute,, effective Gctober 1, ::D1:, licensees licensee under Chapter ass, r.`-•. rust provide the Cepartrent vath an craft aeCtess if they have one. The eraits 4'1 0.,4ee. ray be used tel official cor r unica tion mth the li:ensee. 1t0m,,et cr, ail addresses ate public lecoit. if you e0 net •:dsh to Supply, a personal addle'.,. please provide the Oepattrcnt oath an orad a. 9rE„ cinch can be race available to the public. To octet rine if you are a licensee un -.el Chapter 455, F.`_-., please did DAA,,. Product Approval Accepts. a[�-Ra EN' 14 wtiw.iloridaixrilcfing.orglpr'pr app dtl.aspx?param- :GEVXO ghAdF64R�iHLrSiEWLT13fr1:6jvfir3cAQ`. 2f1bN�u3d 3.-3 GE MISSILE IMPACT PVC IMPACT REQUIREMENT 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION 54 318" OVERALL FLANGE WIDTH 2. GLAZING OPTIONS: (SEE SHEET 3) - 53 118' MAX. UNIT WIDTH 3. CONFIGURATIONS: "OX". Q. DESIGN PRESSURE RATING: - 48 15116" - 47114- -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 13DO, GLASS DLO .; OVERALL FLANGE WIDTH -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER ' A % E INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1300. ._1 3w - 5. ANCHORAGE' THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS MAX.UNIT WIDTH PRODUCT. SEE SHEETS 7-8 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 77 Ira• % ( - 31 13/16" - I MA 1 OVERALL / I C GLASS DLO 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT SWEEP LOCKS ARE INTENDED TO FLANGE F. / / , _ 7 Il 1 v BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED HEIGHT (8 1 631'14- PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. ® ® 3315/16" OVERALL GLASS FLANGE1 / 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING 071 DLO HEIGHT RAIL AND JAMB. V 27" GLASS R. REFERENCE TEST REPORTS NCTL-290-3668-1, -1A, -2, -2A. NCTL-210 3668-1. -1A, -2, -2A MAX./i T 62" j DLO MAX M 1 j' 9_ SERIES I MODEL DESIGNATION SH -0100, 1 I HEIGHT 1 I 10. ix OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY I % / TRANSFER ALL LOADS TO STRUCTURE. BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR 37 5116"I- ENGINEER OF RECORD. / / GLASS 30 5116' / SASH v DLO MAK 11. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X - OPERABLE SASH. O = FIXED SASH HEIGHT SASH Y 27" HEIGHT „ GLASS DLO 12. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. i 13, SWEEP LOCKS INSTALLED ON WINDOWS OVER 37" X 62" a 26" 4" O.0 - - /• GLASS DLO WEEPS (TYP) `..• 7 _ 31.5116" - - 46 318" MAX SASH WIDTH GLASS DLO — 49 11111V `^ MAX. SASH WIDTH DESIGN PRESSURE RATING DESIGN PRESSURE RATING *67.5 +67.51-75.0 B UPDATED PER 2010 FBC 11110812011 TEF LUCAS A. TURNER. FL. P.E., 56201 A JUPDATED PER NEW FBC REQUIREMENTS 107107/=B GFN �. & IJODRS —.`- F" 0 •"?� .... _'tY1NDOLVS TABLE OF CONTENTS No 59201 .-S 4 1900 SW 44TH AVE. CALA, FLORIDA 34474 GENERAL NOTES & ELEVATIONS........I Lucas A. Tumor, P.E. 2011-11-29 00:54-05:00 TT = X1: O IUbENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT ANCHOR SCHEDULE & NOTES ............ 2 o Sl) s g ! .A I L C F u+ !p� GLASS DETAIL........................................3 �0., 8100 AD 08/1012008 ,,�i SECTION VIEWS .................................. 4-5 THE IPJFORNFTION CONTAINED FaTARY IN THIS CONO IS WENTIALOLE PROPERTY S ' O H 'P CJ �` 1 �� EXTRLISIQN`i8'B•Q-M••••••••••.••.•-••.•••••••-•6 WINDOW SYSTEMS INC ANY REPRODUCTION IN PART OP ASA WHOLE VJITHUUT THE psi S/(j E��N,, PVC SINGLE HUNG NTS CWS -155 Io NAL INSTALLATION DETAIL ........................7,8 O B 1 QF 8 WRITTEN PERMISSION OF CUSTOM'MNDOW SYSTEMS, INC. IS PROHISITEU t 6' MAX (TYP) 6" MAX (TYP) 1 1 14" O.C. MAX. r 1 78" B1 MAX 1 UWT 8 HEIGHT 1 i5" O.C. MAX.(TYPI INSTALLATION ANCHORS. SEE NOTE 2 4" MAX. (TYF) 8" MAX. OC (TYp) 1 4' MAX. ITYF) B" MAX. CC (TYP) 1 4' 1" B "1 } s" I INSTALLATION ANCHORS, SEE NOTE 2 MIDSPAN 6" MAX (TYP) i INSTALLATION 36" MAX UUNITT WtDTN C ANCHORS, SEE NOTE 6 MAX UNIT WIDTH INSTALLATION ANCHORLAYOUT-(FLANGE) ANCHORS, SEE NOTE 4 ANCHOR LAYOUT - (FIN) ANCHOR LAY 8' MAX. OC + (TYP) I UPDATED PER 2010 FBC 4' MAX. (TYP) —+ A t — MAX (TYP) 4" MAX (TYP) 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STREN3THS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. ��' 1 1 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON MATERIAL WITH THE FOLLOWING PROPERTIES' A. WOOD MINIMUM ♦♦♦♦♦♦♦P®RI•, i • P: .LEWti •�Q �' - k' ••• : f 6" MAX. OC 1013116- 013116"MAX ��'JGS ho 55201 :'P (TYP)/ 1 MAXO.C. I . 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 + V �+1: SAIL Cf 4!S TITLE: L ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT .. .. ADE - 06/10/2008 8100 FMAIW MA (FIN (FIN S) FL MA 200 (FLANGE WINDOWS), PROPRIETARY AND COWMENMI. FMAAMOMA THE OFZCUSTOM ��0,�•. A-' Q 0 P' ��§' •"•.0, •C1,♦♦ I 25 X WINDIAIS), ), FLW INFORNATK)H CONTAINED IN THIS DRAWING IS THE FI)LE PROPERTY H 250 (BOX WINDOWS), FMAlAAMA/WOMA 300 (EXTERIOR DOORS), H:.•' WINDOW S"-TEMS INC. ANY REPRODUCTION IN PART OF' ASA WHOLE WIh'AUT THE WRITTEN PERMISSION OF CUSTOM'MNDOW SYSTEMS. INC ISPROHISITED. • / F ♦ ♦♦ I., �)R'N1A PVC SINGLE HUNG NTS CWS -1 $5 {e\ / 62" 4• r 1 / / MAX UNIT 1 4" 1 HEIGHT { / X 1 INSTALLATION 36" MAX UUNITT WtDTN C ANCHORS, SEE NOTE 6 MAX UNIT WIDTH INSTALLATION ANCHORLAYOUT-(FLANGE) ANCHORS, SEE NOTE 4 ANCHOR LAYOUT - (FIN) ANCHOR LAY 8' MAX. OC + (TYP) I UPDATED PER 2010 FBC 4' MAX. (TYP) —+ A t — — 4" MAX (TYP) 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STREN3THS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. ��' ) 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON MATERIAL WITH THE FOLLOWING PROPERTIES' A. WOOD MINIMUM ♦♦♦♦♦♦♦P®RI•, i • P: .LEWti •�Q �' - k' ••• : f 6" MAX. OC • AUBSTRF,TE SPECIFIC GRAVITY S RENG (SOUTHERN PINE OR GREATER) B. CONCRETE - MINIMUM STRENGTH OF 3,200 PSL ��'JGS ho 55201 :'P (TYP)/ 1 / I . 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 + V �+1: SAIL Cf 4!S TITLE: L ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT .. .. ADE - 06/10/2008 8100 FMAIW MA (FIN (FIN S) FL MA 200 (FLANGE WINDOWS), PROPRIETARY AND COWMENMI. FMAAMOMA THE OFZCUSTOM ��0,�•. A-' Q 0 P' ��§' •"•.0, •C1,♦♦ I 25 X WINDIAIS), ), FLW INFORNATK)H CONTAINED IN THIS DRAWING IS THE FI)LE PROPERTY H 250 (BOX WINDOWS), FMAlAAMA/WOMA 300 (EXTERIOR DOORS), H:.•' WINDOW S"-TEMS INC. ANY REPRODUCTION IN PART OF' ASA WHOLE WIh'AUT THE WRITTEN PERMISSION OF CUSTOM'MNDOW SYSTEMS. INC ISPROHISITED. • / F ♦ ♦♦ I., �)R'N1A PVC SINGLE HUNG NTS CWS -1 $5 {e\ ...... 8 2OF8 INSTALLATION ANCHORS, SEE NOTE 6 OUT -(FLANGE) THRU FRAME EONR ANCHOR LAYOUT -(FIN) THRU FRAME DOD' MTHRU FRAME (MASONRY) THRU FRAME Op AX UNIT SIZE: 78NIT SIZE' 53.118 x 76 MAX UNIT SLE: 36 x 82 f UNIT SIZE: 36x82 (WI SWEEP LOCKS) x MAXMPR U I Ll IWI SWEEP LOCKS) NOTES' OP t 67.5 DP a 67.5 OP W7.51-75.0 OP -87.51-75.0 1. INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD 2. SHIM AS REO'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1W. USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3116" DIA. ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO .ACHIEVE A MIN. EMBEDMENT OF 1 1/4' INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 1,2" SHALL BE ACHIEVED IN ANY DIRECTION. 5.910 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 318" INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 7/8" SHALL BE ACHIEVED IN ANY DIRECTION. 6. 48 WOOD SCREW ANCHORS MUST BE OF SUFFLCENT LENGTH TO ACHIEVE A NOON. EMBEDMENT OF 1 1!2" INTO BY WOOD EUCK FM INSTALLATION. A MINIMUM EC43E DISTANCE OF 114" SHALL BE ACHIEVED IN ANY DIRECTION. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL. DISSIMILAR MATERIALS OR MATERIALS IN B I UPDATED PER 2010 FBC 11/08/2011 TEF A UPDATED PER NEW FBC REQUIREMENTS 07/07/2008 CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. LUCAS A. TURNER FL. P.E., 58207 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STREN3THS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. ��' ) 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON MATERIAL WITH THE FOLLOWING PROPERTIES' A. WOOD MINIMUM ♦♦♦♦♦♦♦P®RI•, i • P: .LEWti •�Q �' - k' ••• : .'IViNDOLS'S & DOOHS • AUBSTRF,TE SPECIFIC GRAVITY S RENG (SOUTHERN PINE OR GREATER) B. CONCRETE - MINIMUM STRENGTH OF 3,200 PSL ��'JGS ho 55201 :'P 7900 SW 44TH AVE. CONFORMANCE ASTM C. MASONRY- STRENGTH CONFORMANCE 70 ASTM C-90, GRADE N. TYPE I (OR GREATER). * �� 7 t : CALA, FLORIDA 34474 . 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 + V �+1: SAIL Cf 4!S TITLE: L ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT .. .. ADE - 06/10/2008 8100 FMAIW MA (FIN (FIN S) FL MA 200 (FLANGE WINDOWS), PROPRIETARY AND COWMENMI. FMAAMOMA THE OFZCUSTOM ��0,�•. A-' Q 0 P' ��§' •"•.0, •C1,♦♦ I 25 X WINDIAIS), ), FLW INFORNATK)H CONTAINED IN THIS DRAWING IS THE FI)LE PROPERTY H 250 (BOX WINDOWS), FMAlAAMA/WOMA 300 (EXTERIOR DOORS), H:.•' WINDOW S"-TEMS INC. ANY REPRODUCTION IN PART OF' ASA WHOLE WIh'AUT THE WRITTEN PERMISSION OF CUSTOM'MNDOW SYSTEMS. INC ISPROHISITED. • / F ♦ ♦♦ I., �)R'N1A PVC SINGLE HUNG NTS CWS -1 $5 {e\ ...... 8 2OF8 718" OVERALL INSULATED GLASS "- 118" ANNEALED 7116" AIRSPACE - 5116" LAMINATED GLASS 718" ANNEALED --{�' - .090" PVS INTERLAYER BY DUPONT _ 118" ANNEALED l DURASEAL BY TRUSEAL EXT R + I �?) PURFECT GLAZE "M' OR SIKAFLEY. 552 fI A a FIXED LITE 1l2" GLASS SITE GLASS TYPE A FULL SIZE �8) 7/8" OVERALL INSULATED GLASS 118" ANNEALED 7116" AIRSPACE -I 5116" LAMINATED GLASS 1/8" ANNEALED .090" PVB INTERLAYER BY DUPONT 1/8" ANNEALED i DURASEAL BY TRUSEAL !16) PURFECT GLAZE "H' OR SIKAfLEX 552 j/ EXTERIOR /1 1 V2" GLASS SITE SASH LITE 0 (4) 7/8" OVERALL INSULATED GLASS - 718" OVERALL INSULATED GLASS 1/8" TEMPERED 118" TEMPERED 7116" AIRSPACE 7/16' AIRSPACE 5716" LAMINATED GLASS - - 5116' LAMINATED GLASS - 1/B" ANNEALED 116" ANNEALED '-! f- ---- .090" PVB INTERLAYER BY DUPONT : -j - --.090' PVB INTERLAYER BY DUPONT !-� - V8" ANNEALED �-- 118" ANNEALED { (J- DURASEAL SY TRUSEAL j i ----- DURASEAL BY TRUSEAL 1 !18; "H' PURFECT GLAZE OR SIKAFLE% 652 I I is PURFEC7GLAZE'H"ORSIKAFLEX552 i 1 1 i 112" GLASS SITE t 112" GLASS BITE U FIXED LITE PROPRIETARY AND COWIVENTNL 11/28/11 THE INFORMATION CONTAINED IN THIS DRAWINO IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS INC. ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS INC. IS PROHIBITED. l GLASS TYPE B FULL SIZE LUCAS A. TURNER. FL. P.E.. 58201 SASH LITE (9j 39 3 3kv 21 18 99 21 10 15 41- 41 _. EXTERIOR _.. .:: 26 46 20 SECTION VIEW B -B 12 j'i 18 21 12 20 EXTF.RtQR 18 38 i 30 12 Ii I!, 29 a 31 �� 7 12 i 8 5 6 38 �il! 13 94 18 9 I 1 15 32 25 O 16 40 19 2 �! 41 12 ff 8 38 i 13 9 14 SECTION VIEW C -C 25 t 15 ALTERNATE FIN DETAIL B UPDATED PER 2010 FBC 19!0812011 TEF LUCAS A. TURNER. FL. P.E.. 58201 q I UPDATED PER NEW FBC REQUIREMENTS 10710712M8 40 96 2 ,,��un�prgrr R£ NOTE: ` `,�......... .. P% ° 41 ITEMS 22,27,28,33-37.43-45 ARE NOT ,' �' c ';Yv�'� ;TatrmoHs m tTcx)Rs H S OWN. ITEM 31 IS NOT USED IN-., � 592J1 r'S � 1900 SW 44TH AVE. THIS WINDOW. * CALA, FLORIDA 34474 SECTION VIEW A -A ' V * � 1 ' SECTION VIEWS 53 118"x 76"- LARGE MISSILE IMPACT ="P , SIAIL of 'e©�o•�: `": �� 8900 . ". '' ADE - 0&110!2008 PROPRIETARY AND COWMFNTNL 11/28/11 THE INFOWATION GONTA14FD IN THIS URAWING IS, THE S01 E PROPERTY or � Y TEMSINC ANYRTOMNDOWSINPARTOFA �� ,�i0,�ED.� „ ,, PVC SINGLE HUNG NTS CWS -155 WWINDOW SI N INCSSPROMBITWITHOUT THE IU.. ; ��P�`, 8 40FR pyI SECTION VIEW A -A INTERIOR EXTERIOR SECTION VIEW B -B TYPICAL HORIZONTAL SECTION NOTE LEFT SIDE SHOWS FI%ED LITF. CUTAWAY, RIGHT SIDE SHOWS iASH CUT AWAY ALTERNATE FIN DETAIL SECTION VIEW C -C NOTE: ITEMS 22,27.28,33-37,43115 ARE NOT SHOWN. ITEM 31 IS NOT USED IN THIS WINDOW. �r PROPRIETARYAND CONFIDENTIAL 11/28/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCT(ON DI PART OF ASA WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM! WINDOW SYSTEMS, INC. IS PROHaTEU. LUCAS A. TURNER. FL. P.E., 582C1 ,`eee� pSS�Jh'E4l'tt`iie�: L E No 582.11 :�• p: ;itA1L G;h :4L, kv..r?: �o o" �T �•. £: " ;..........N �eeee PER 2010 FBC 1 11/0812011 TEF' PER NEW FBC REQUIREMENTS 07107/2008 1 '.. J WNdDOWS & DtXWS SW 44TH AVE. ,A, FLORIDA 34474 SECTION VIEWS 36"x 62"- LARGE MISSILE IMPACT 8100 ADE 06/10/2008 PVC SINGLE HUNG NTS CWS -15 B 5OF8 smsnt for SS Bead Sween Lock IT Ick 8 Tackle Balance rfect Glaze 1-r or Stkaflex 552 e Glazing Chart (pg3) e Glazing Chart (pg3) Itp., 0.270 x 0.187 back FinSeal x 2-112 PH Wd. Truss, Type A. TI 0 x 1 9/2" Penhead SMS I Washer teen Catch Teen Support x 1 114" Ph Fh TEK. Wht. x 0.625" Quad Fh TE(, ML Iasi, Lock /act, Keeper x 314 FH PH w /#6 Head, TEK, VV—m reen Frane reen Corner Key reen Put Tab LBfk1f8"x518"x2" x 518 Phd Pan Zinc x NOTE: ALL ALUMINUM EXTRUSIONS ARE 6063-T6 G.UL-b l m STEEL FASTENAL RGID PJC M(RON RIGID PJC MICRON ZINC FASTENAL ZINC FASTENAL STEEL INTERLOCK STEL INTERLOCK STEEL FASTENAL ;LUM NUM ALLNETAL PL.ASTk: MIM RUBBER DAPA VINYL WAR STEEL HURLEY STEEL I HURLEY RUBBER I FRANK LONA RIGID PVC PLASTIC, STEEL SILICONE PLASTIC 3 1/8" - 1 1 1116" 211/16"ol 39116" I 1 1 PVC FRAME FLANGE -6031 3 118" 2 3116' 106" 1 15 18. 5/8" 6 PVC SASH TOP RAIL -6027 FRAME CORNER C TION CORNER WELD (ALL SIDES) PVC FRAME FIN -6048 -7 3116"• - 1 15116" -' 1 1 ► - 1 118'°- 1/16" 7/18„ T t 1516" 1116" t518„ 5796" B 1 / v t PVC SCREEN SUPPORT •6014 1/ PVC SASH BTM. RAIL -6028 /-- FIXED MEETING RAIL PVC SASH SIDE RAIL -6004 1 SCREWED TOGETHER WITH OUTERFRAME A- 2 118" 518" t / f 1 112" - 718' 1 1" 1116" f 6 f ALUM. FIXED RAIL- 1836 SASH STOP •SIMS PVC SCREEN CATCH - 6013 ALUM. REINF. TOP RAIL -1497 1/4" 41 8 -314"-. 1116" 7+" 3" 1 1 314"- 9 3116" ( 1 ZI1 1 17 15116" 1116" PVC GLAZING BEAD -6064 3116 SCREW SUPPORT -3113 ALUM. REINF. S.B.R 16.S.R. - 1498 1 ALUM. REINF. BTM RAIL -1699 B UPDATED PER 2010 FEIC 11108!2011 TEF LUCAS A. TURNER, FL. P.E., 5820 A UPDATED PER NEW FBC REQUIREMENTS 10710712008 1 ``tyltIlllltttttt ♦�� p0REbb' iii+ Is- 15176" 5 GP' •„'L"•F t'ti�•• �';�� L. ...._ItytNOTlws&1Xx:1AS f -J: • r.o 59ZJ1 1 :�3 1900 SW 44TH AVE. CALA, FLORIDA 34474 PVC FIXED RAIL COVER -6063 yy l- = v : Q t I L SIAIL Ct EXTRUSIONS / B.O.M.-LARGE MISSILE RAPACT r4C 1, , T L✓C 8100 ADE 06/10/2008 PROPRIETARY AND CONFIDENTIALP•.2 � THE INFURNATION CONTAINED IN Tt45 ORAWINO IS THE SALE PROPERTY OF CUSTOfd I '+S � - WRITTEN PERMISSION IN.ANY 7OD1 MNDOON IN PARTOR AS WHOLE WITHOUT THE rr�i01,01eN A,ats`�♦♦�� PVC HUNG ` 9�2 CWS -155 E 60F8 INTERIOR FINISH --_ INTERIOR FINISH - BY OTHERS BY OTHERS 11/4' MIN. EMBEDMENT 13,8" MIN. EMBEDMENT [C1 M,1 SEALANT BETWEEN BUCK-- •. • ;'•• ----- f AND OPENING BY OTHERS CONCRETEINIASONRY j BY OTHERS • !' L'r•"'r; �. � 114" MAX. SHIM 114" MAX. SHIM 2 1/2" MIN. EDGE DIST. 7/8' MIN. EDGE DIST. ' o • INSTALLATION ANCHOR, 3/16" DIA. 0 4 p•p• [C) SEALANT UNDER SCREW -� WASHER THRU SCREW HEAD BY INSTALLER : v MASONRY SCREW VVITH WASHER • �� •� [C) SEALANT BEHIND :..- FLANGE BY INSTALLER BOTTOM, SWEEP LOCK ACTIVATED ONLY •y THRU SCREW SUPPORT A 6, j PERIMETER SEALANT, BY INSTALLER O . SEALANT BETWEEN ••• • I [C] o� • • . 4 BY OTHERS CONCRETEWASONRY • o . . a a . a . a ; ••tom. " d p BY OTHERS o a • • a ; a o . • .er • 1 114" MIN, EMBEDMENT 4 EMERIOR FINISH---- -�+.!'--'---- 1 BY WOOD BUCK A BY OTHERS 1 BY OTHERS. 2 1/2" MIN. EDGE DIST... 4 0 -' • ( (AI (C) ° • 4 • a - - EXTERIOR PERIMETER SEALANT � 4 L BY INSTALLER + •• SEALANT BEHIND 114" MAX, SHIM 1 By WOOD BU. �] CK.---____.___. _.�_�-i !' SEALANT BEHIND FLANGE BY INSTALLER BY OTHERS I I FLANGE BY INSTALLER PERIMETER SEALANT [A] EXTERIOR FINISH- -[ `- PERIMETER SEALANT BY INSTALLER BY OTHERS BY INSTALLER EXTERIOR FINISH INSTALLATION ANCHOR, 3178" DIA. 8 HORIZONTAL SECTION BYOTHERS MASONRY SCREW WITH WASHER 7 FRAME (MASONRY) THRU SCREWSUPPORT I.i1 a (C) EXTERIOR 1/4' MAX. SHIM lei EXTERIOR FINISH 1 —SILL. STOOL BY OTHERS -•,• BY OTHERS • p . •oa,.,. ------._--- USE SOLID WOOD SILMAKE o . b • • b • • SILLL LEVELLEVEL BY OTHERS ap•a� a•p ba• Oo• • •• a ••�• a • p ' • aO �� •• a asp' • o • ..a n• a • a p . . ago . e• • �• 1 1(4" MIN. EMBEDMENT [C] CONCRETEIA+IASONRV----- EXTERIOR Ii • SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT - --- BY INSTALLER INTERIOR FINISH BY OTHERS p• p• 7/8' MIN. EDGE DIST. ' o • 'j I INSTALLATION .ANCHOR, 3116" DIA. p•p• MASONRY SCREW WINEOPRENE SEALANT UNDER SCREW -� WASHER THRU SCREW HEAD BY INSTALLER SUPPORTBACKED [C) SEALANT BEHIND :..- FLANGE BY INSTALLER BOTTOM, SWEEP LOCK ACTIVATED ONLY 1 DURING HURRICANES. PERIMETER SEALANT, BY INSTALLER O 1/4' MAX. SHIM lei EXTERIOR FINISH 1 —SILL. STOOL BY OTHERS -•,• BY OTHERS • p . •oa,.,. ------._--- USE SOLID WOOD SILMAKE o . b • • b • • SILLL LEVELLEVEL BY OTHERS ap•a� a•p ba• Oo• • •• a ••�• a • p ' • aO �� •• a asp' • o • ..a n• a • a p . . ago . e• • �• 1 1(4" MIN. EMBEDMENT [C] CONCRETEIA+IASONRV----- EXTERIOR Ii • SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT - --- BY INSTALLER INTERIOR FINISH BY OTHERS p• p• 7/8' MIN. EDGE DIST. ' o • (DI p•p• 0 - - INSTALLATION ANCHOR, p • A • #10 WOOD ANCHOR WITH WASHER THRU SCREW • • SUPPORT (D] e • 0 • 2 BY WOOD BUCK BY OTFERS • • [A) T SEALANT BETWEEN BUCK AND OPENING BY OTHERS C HORIZONTAL SECTICN 7 FRAME (WOOD) ------- ----- INSTALLATION ANCHOR, 3116- DIA. MASONRY SCREW VNEOPRENE BACKED WASHER THRU SCREW SUPPORT [C) • BOTTOM SWEEP LOCK ACITVATED ONLY O DURING HURRICANES. (SEE NOTE 6, SHT7) SEALANT UNDER SCREW HEAD BY INSTALLER. EXTERIOR FINISH o as D D BY OTHERS D° D ' o e D • > D . •e 114" MAX. SHIM D • e D • °> o. oD e p • e• o® o' eD [B) 0 o D p D ® D D D 1 s' 1C1/4" MIN. EMBEDMENT 2 1/2" MIN. EDGE DIST. CONCRETEWASONRY----� D ALTERNATE PRECAST SILL DETAIL 121 BY OTHERS - - - L 7 FRAME (MASONRY) g JUPDATED PER 2010 FEIC LUCAS A. TURNER. FL. P.E.. 58267 1 A I I IPnATFfT PFR AIF1A/ FRC RF01 IIRFAflFMTR 14 REFERENCE NOTE? [A] SEE NOTE 10, SHT 1 181 SEE NOTE 283. SHT 2 [C1 SEE NOTE 4, SHT 2 [D] SEE NOTE 5, SHT 2 BY OTHERS 2 112" MIN. EDGE DIST. ICI aG_ HIGH STRENGTH STRUCTURAL P IN THIS D ANMNO IS mEMpL l I jjB/f j GROUT BY OTHERS A VERTICAL SECTION THE INFORMF.TIOfI CONTAINED W THIS ORAWINO 15 THE SOLE PROPERTY OF CUSTOS.9 7 FRAME(MASONRY) WINDUN SYSTEM; INC. ANO REPRODUCTION IN PART OF AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM'MNDO'N SYSTEMS INC IS PROHIPITED. SHEATHING ---- --- BY OTHERS EXTERIOR FINISH BY OTHERS SEALANT BEHIND FIN BY INSTALLER WINDOW WRAP _..._. _.. BY INSTALLER PERIMETER SEALANT -- BY INSTALLER SEALANT BEH14D FIN BY INSTALLER PERIMETER SEALANT BY INSTALLER WINDOW WRAP - BY INSTALLER EXTERIOR FINISH BY OTHERS SHEATHING BY OTHERS 1 V2' MIN. EMBEDMENT "-1 -- INSTALLATION ANCHOR. d8 WOOD SCREW WIWASHER -- - --- 2 BY WOOD BUCK BY OTHERS (A) 1 114' MIN. EDGE DIST. [E] t. t i 114' MAX. SHIM (81 BOTTOM SWEEP LOCK ACITVA7ED ONLY DURING HURRICANES (SEE NOTE 6, SHT 1) 114" MIN. EDGE DIST. [E] 2 By WOOD BUCK- - 7 114• MAX. SHIM BY OTHERS (A) f INSTALLATIONANCHOR,., 08 WOOD SCREW WITH t� WASHER [EI \ t 1 112' MIN. EMBEDMENT [E] 1 SHEATHING '1 BY OTHERS EXTERIOR FINISH - � BYOTHERS--- WINDOW WRAP EYINSTALLER SEALANT BEHIND FIN BY INSTALLER- PERIMETER SEALANT EYINSTALLER REFERENCE NOTES: 1/4" MAX. SHIM (0] [A) SEE NOTE 10, SHT 1 ( (81 SEE NOTE 283. SHT 2 [C] SEE NOTE 4. SHT 2 1 [101 SEE NOTE 5, SHT 2 114" MIN. EDGE DIST. (E] (EJ SEE NOTE 6, SHT 2 F HORIZONTAL SECTION 8 FIN (WOOD) 8 JUPDATED PER 2010 FBC 11/08/2011 TEF I I LUCAS A. TURNER. FL. P.E., 562C1 A I UPDATED PER NEW FBC REQUIREMENTS 07/07/2008 --' —'- 2 BY WOOD BUCK BY (Ai OTHERS �a��•1dORE41��'4 ---- INSTALLATION ANCHOR,: �G. • `` n" .�,.� _., 1NNDUH3&1HNlk5 tr8 WOOD SCREW WITH WASHER N- 5321 iqoosw44THAvE. IE) 1 112" MIN EMBEDMENT (TYP) E VERTICAL SECTION 8 FIN (WOOD) OCALA, FLORIDA 34474 L STALLATION DETAIL FIN - LARGE MISSILE IMPACT ''•1 '. SSAIL. OF . li� r -i, p.. o PROPRIETARY AND COWIDENTI%L 11/:!8il l ', A\ . A% " e' 8100 AD 06/10/2008 THE INFORMATION CONTpQJE0 W THIS ORAWINOIS THE SOLE PROPER fY OF CUSTOM l��S•••• :; :� �., •' yCD vee NTca WMTTENPERI,IIS IONOFCUo OM'MNCDOWSISTEMS`WC..ISPROH181TED.HOUT THE �s0�l�i` 14A vif� ��t` PVC SINGLE HUNG r 11131?2 Florida Building Code Online SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Stair SCIS Site Map Links Search Business -,Product Approval °rofessionai ^'- 'USER: Public User Sear -h > n .��c ��n L _r > ApP��k111Deta8 FL # FL7067-114 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Emil Authorized Signature Technical Representative Address/Phone/Emil Quality Assurance Representative Address/Phone/Emll Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 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 Windows Horizontal Slider Evaluation Report from a Professional Engineer Evaluation Report - h Lucas A. Turner tegistered Architect or a Licensed Florida Received PE -58201 Keystone Certifications, Inc. 03/01/2014 Steven M. Urtch, PE Validation Checklist - Hardcopy Received F 7C,67 R4 t'° 1 va!ReQ CVS- I57B (HS -8200 IMPAC ) pdf standard AAM A/ W DMA/CSA/ 101/2. S.2/A440- 05 ASTM E 1300-04 ASTM E1886-02 ASTM E1996-02 PA/TAS 201/202/203 Year 2005 2004 2002 2002 1994 floridabuDding.org/pr/pr app_dd.aspx?param=wGEVXQWtDgvmjvNVSg39JzuQ3rG\/aEgKtor3uNgdsG... 113 1116112 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Building Code Online Method 1 Option D 12/12/2011 12/16/2011 12/22/2011 01/31/2012 Summary of Products FL* Model, Number or Name 7067.1 HS -8200 Vinyl Horizontal Slider Limits of Use Approved for use in NVHZ: Yes Approved for use outside HVNZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other, Large Missile, 7454, DP =+/- 60 psf, (Impact). 7067.2 HS -8200 Vinyl Horizontal Slider Limits of Use Approved for use in HVNZ: Yes Approved for use outside HVNZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other. Large Misstle, 111" x 63", XOX, +/- 60 psf 7067.3 HS -8200 Vinyl Horizontal Slider Limits of Use Approved for use in NVHZ: Yes Approved for use outside NVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-75 Other. Large Missile, 73" x 62", DP = + 60, - 75 psf, Impact. Description HS -8200 Vinyl Fig/Fin Horizontal Slider (Impact) 74x54, X0. Installation Instructions L7067 R4 IL CVJS-1,,57Rr 5 ,�'a'�i_Ii"1PACT1.�tif Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE C iPont PVB N '-O6' d n7 o,1f F1.7067 R4 AE Evalrep CWS- 1576;HS-8200IMPACT).odf FL7067 R4 AE Mikron NCAA i 1-0830 09.odf Created by Independent Third Party: Yes HS -8200 Vinyl Fig/Fin Horizontal Slider, Impact, 111" x 63", XOX. Installation Instructions FI -71-67 44 II CW5-7325 (1-15-8700 XQX IMPACT) odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports F1_7067 R4 AE DuPont PVB NOP. ) 1-+]624 01.ndf FL7057 R4 AF QuPgnt Sc=P NnA JI -Q624 02 odf FL7067 R4 AE Evalgeo CWS -232B (HS -8 00 XO\ IMPA('C) cdf FL7067 R4 AE Mtkron I'dOA 7_-0810 09.odf Created by Independent Third Party: Yes HS -8200 Vinyl Fig Horizontal Slider, 73" x 62", XO or OX. Installation Insbvctions; Li_70,67. R4 II;hIF Cll Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont SGO N10A 11-0674 02.odf EL7067 R4 AE EvaiR.eo 9;WS-3998 LHS -8209. 73x67. 75DP. IMPAC- ),[).d 7! 067 R4 AF fli0on NOA 7I-0830 09.odF Created by Independent Third Party: Yes 7067.4 HS -8200 Vinyl Horizontal Slider Impact HS -8200 Vinyl Horizontal Slider Impact w/ Alum MR. Limits of Use Installation Ifu tructfons; Approved for use inHVHZ:Yes FL7067 R4 iI CWS-1S6B(HS-800. 72x63.IMPACT).r,Cif Approved for use outside HVNZ: 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 = +J- 60 psf, Al. FMR FL7067 R4 AE DuPont PV5 NOA 11-4624 07 adf FL7067 R4 AE EyalReo QNS- 18C -B (HS -8200. 72xQ IMPACT) pili FL7067 R4 AE tlik-rn NOA 1.1-0830 09.rdf Created by Independent Third Party: Yes Contact Us :: 1940 North Monroe Street. Tallahassee FL 32349 Phone: 850-487-1824 The State of Florida is an WEED employer. Copyright 2007.2010 State of Florida.:: Q,dXjmc Statement :: Accessibility Statement :: RePund Statement Under Floridalaw, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic me 11 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 445.275(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 supply a personal address, please provide the Department with an email address Mich 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: florWebMing.org/pr/pr_ap_fiU.aspx?param=wGE\f XQwtDqvmWSq3gjzuQ3rG\/aEgKior3uNgdsG... 213 1113112 Florida Building Code Online floridabuitding.org/pr/pr app_O.aspx?param=wGEVXQwtDgvmjvWSg39JzuQ3rGVaEgKlor3uNgdsG... 313 HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMPACT) X61/4" 6 MAX OVERALL 7 FLANGE HEIGHT r i MAX. UNIT HEIGHT I i i 4913LL�x: GLASS TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS__.....__..1 ANCHOR SCHEDULE AND NOTES ............2 DESIGN PRESSURES & GLAZING_ _ .. _ .. 3 SECTIONS & ALT FRAME...... .... 4 EXTRUSIONS & BILL OF MATERIALS ..._ ...5 INSTALLATION DETAILS ..........................6.7 75 1/9" MAX. OVERALL FLANGE WIDTH 3612 MAX. SASH WIDTH mlct 333/1 -- -- 4 I— 333/1 GLASS OLD GLASS DLO "01)C& "X/O" MAX. SIZE DESIGN PRESSURE AIN m 6 SA.9/15� MAX SASH HEIGHT 47 1.14" GLASS DLO I— A Tana. PE 2011.12-0711:43-0$:00 7 PROPRIETARY AND COWMENTAL lw/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC A14Y REPRODUCTION IN PART OR ASAWHOLEWITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC 13 PROHIBITED 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"ODC OR'WO" 4 DESIGN PRESSURE RATINGS. -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 331/3% 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 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 8 REFERENCE TEST REPORTS. HORIZONTAL SLIDER "O/X", "WO" NCTL-210-3671-1.IA, 2, 2A. NCTL-210-3433-2, -2A (WATER) 9. SERIES / MODEL DESIGNATION HS -8200 10. Ix OR 2K WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING X = OPERABLE SASH, 0 = FIXED SASH 12 SECTION CALLOUTS FROM DIX ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 13. WEEP SLOTS = 1/4"X 1" LOCATED 4" FROM BOTH ENDS 14" (TY A ANCHOR LAYOUT - (FLANGE) THRU FRMAE WASONRY OPEMNG) 4" MAX 4" MA SWEEP LOCKS ONLY ENGAGED MAI+ DURING HURRICANE. ar LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMB INSTALLATION ANCHORS TYP. ANCHOR LAYOUT - (FIN) THRU NAILNG FPJ (WOOD OPENING) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION SILL ANCHOR SAME AS HEAD. 2, SHIM AS REO'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED. SWEEP LOCKS ONLY ENGAGED DURING HURRICANE. LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMB STALLATION ICHORS TYP, /19' DIA. E N EITHER DIRECTION. SORY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY, A MINIMUM EDGE DISTANCE OF 2112" SHALL BE 'I 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEUMtN I OF 1 M- IN 1 U 2 BY WUUU IiUGK. A MINIMUM tutit U15 AN(;t VF 1Po" SHALL BE AI:HItVtU IN tl l HtK UIKtG1 IUN. 6. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A NUN. EMBEDMENT OF 1 1/2" 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. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 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. 9 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) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS). FMAMIDMA 250(BOX WINDOWS), FMA/AAMA(WDMA 300(EXTERIOR DOORS) PROPRR:TARY AND COPFIDENTM 12f7/11 THE INFORMATION CONTAINED M THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC ANf REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM %P NDOW SYSTEMS. INC IS PROHBITED B JUPDATED PER 2010 FBC t 1 /08120 1 1 A UPDATED PER NEW FBC REQUIREMENTS 7/07/2008 ��` sy�:'tCF. "Js` �.ht,, : ��/ {.•LWarO4�i°2 .JC•'� � �, •,. �, y 1VINDDt1'S 14 DORS rvo 58201 1900 SW 44TH AVE. + < * * CALA, FLORIDA 34474 ANCHOR SCHEDULE & NOTES- LARGE MISSILE IMPACT IA I E Ot 8200 a alv v ADE 3/16/201 •'•ss/`o H PVC HORIZ. SLIDER[' - NTS CWS -15 ---- .718" OVERALL ------ --- 110' ANNEALED or TEMPERED `r _ 7116' AIR SPACE �! 5116- LAMINATED I - 110' ANNEALED GLASS 0S0 DUPONT PVB INTERLAYER. M -1B" ANNEALED GLASS 36 PURFECT GLAZE -W tI I; SIKAFLEX552 -112" GLASS 6 BITE GLASS TYPE A FULL SIZE B UPDATED PER 2010 FBC 1/09!2011 LUCAS TURNER, FL P.E. 56201 A UPDATED PER NEW FBC REQUIREMENTS 7/07120 ,Te►611HlpOt, ``�vvv �!JORE v1' T owo, :.G; `. f -•,?i : WMDOtvS&D�tTS �: Ra 53201 ' a : 1800 SW 44TH AVE. * # * = CALA. FLORIDA 34474 GLAZING -LARGE MISSILE IMPACT SIAIE OF ..4L, 6200 AIDE 3116120t0 PRCPRIETARY WOOSIHESOTY111 THE WOR ATIONCONTAINE THIS DRAIOITHE EPROPERiOFCUSTOM iFS Q H: P ..-';r' 1:1 CWS-15 WWINRITTEN OR INCSS WHOLEWITHOUTTHE �p,lifflylow- PVC HORIZ. SLIQER _.I I, B 30F 7 TYPICAL VERTICAL SECTION (VOTE SIIOVJ:3 FIXEU GLA`iJ CUTAWAY SECTION VIEW A -A SECTION &B RIOT PERI FRAME HOOK LOC. FRAME SASH CUP ' I I IMPACT HOOK SPACING. u 1) HEAD HOOKS. A) G" FROM UNIT EDGE TO EDGE OF HOOK B) A THIRD HOOK IS CENTERED IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 61314" C) INNER HOOK 3 7/8" FROM EDGE OF MTG RAIL 2)SASH CATCH, A) 2-i/2" FROM SASH CORNER TO EDGE OF CATCH. B) A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH IS GREATER DETAIL C THAN OR EQUAL TO 61314*, SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 1/4" (HEAD IMPACT HOOKS) OTE: ITEMS 23-26.32,33,41,42,45 E USED BUT NOT SHOWN FOR LAR". SECTION VIEW C -C zz ALT. FIN FRAME f PROPRIETARY AND CWNFIDENTAL 120/11 THE WFORMATION CONTAINED N 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 WU400W SYSTEMS, INC IS PROHIBITED. Veador Materials Mkr_ Rig d PVC I 1+------ 31/8" Fxd �Keymark ' AlurnintintI 21 1 1/16" --_I. PVC FRAME FLANGE -6031 Keymark 'n. Adapt,Vem Milton I FW PNC O 11 5 000 O PLAN VIEW t 5ns" v16" 93 7LI ALUM. FRAME IMPACT HOOK -1577 i/1G" 3116" 1 1 5118 PVC FIXED RAIL COVER - W63 at Rad Cover ukm Rigid PVC ze Bead MITon Rigid PVC zing Bead Keymark Ahmi i m b Vhylw/ Rgid Base, .350 Kqh Arles " 'een PUB Tab Kxley Steel 'sen Sprag, SS Fla Strut Stainless Steel ew Support, Pvc Team Plastic RLd)tm x 2112" Ph TRUSS SMS @ mtg rail Fastenal Steel ,per, Sw sap Lack SLdlivan Zinc W, Tandem Liam Won 'sen Frame AMlmtal AlIminun -een Spline, .155 Dia., BBL Oapa -een Fram Corm Key Mtag olia Nylon imSealer, S165504 Schnee Silicone BBL, 85 Doa..11W x 5/8' x 2" Lg. Frank low a Rubber tp., 0270 x .187 back FclSeal, Gray UbWab feet Glaze -K, SdmFlax 552 Henkel / Silts x 518" Pan Sq. TEK W d. Faster Steel x 1/T' Screw, Frans 6iipad Catch Fastercal Steel x 318" Screw. Frame lrrpacl Catch Fastenal Stell ven (loth, 18 x 16 Filerglass Rver Fie 1g s 5 LW_ (ipo) 48260 Gall Cert. Lapel, WRC Tab, Impact P PAS, 1Yi Hole M&M Winn Imterbck zine �arY Lbl (WRC ) x 1 14" Ph FH TEK M. Fastenal Steel Spar, Impact Strvan Z6tC spCover w/ Flap M&M Nylon-- I ,ep Lack Su1w. Zft .....a r,...s.,..e. C—I.—1 Ceeni 54 1 P-3429 ., 0.42D x .167 bac NTE, ITEMS 19, 22, 31, 46 ARE T USED IN THIS PRODUCT. - 3 3116" -- ALUM S.B.R./S.S.R. - 1498 5!a" 1116" 1 r-- S/B" ALUM SASH IMPACT HOOK -1556 O O PLAN VIEW 1- 118"1 - 9116 L-. ALUM GLAZE BEAD _ 1112 ,Zv� LL ALUMINUM EXTRUSION ARE =TQ PRCPRMTARY AND COMDF_NTRL 12MIl THE IWORM.ATION CONTAINED IN THIS DRAWm1G IS THE SOLE PROPERTY OF CUSTOM WM)OW SYSTEMS, WC ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC I$ PROMBIrED SASH CORNER FRAME CORNER CONSTRUCTION CONSTRUCTION w 0 L-6027 - CORNER WELD --CORNER WELD (ALL SIDES) (ALL SIDES) 1 15116" FIXED MEETING RAIL HER WITH OUTERFRAME 1116' 10 1 5!B" PVC SASH TOP/BTM RAIL -6004 PVC SASH SIDE RAIL -6028 5 1/4"..... .. _. 5 5116' --- 1 Vie" 7/76" PVC SCREEN SUPPORT - 6014 PVC GLAZEBEAD- 60^54 ALUM FIXED RAIL - 1836 8 1 118- 1116" . i 9/4' 14 T - 1/2" 'j 1 1/76' 7116" ALUM SASH MTG RAIL -1497 PVC SCREEN CATCH - 8013 ALUM. ROLLER TRACK- 7776 3/ 7 r.4 3116' 15118" 1/16" SCREW SUPPORT -3113 ALUM. SASH REINF. - 1699 8 JUPDATED PER 2010 FBC 11/09/2011 ;AS A. TURNER. FL P.E. 58201 A JUPDATED PER NEW FBC REQUIREMENTS7/07/2008 .0 �:OREV, '0,0,x,O&WVaMS �.`aGq?."GF15� taffy: • " tT : & DWORS ho 58201 : �a 5 1900 SW 44TH AVE. OCALA, FLORIDA 34474 EXTRUSIONS & BO.M. -LARGE MISSILE IMPACT opt • F 7 A t t (P�` "'= 8200 :,;. ia•; I:'+ ADE 3/16/2010 • •�G,,�. A `PVC HORIZ. SLIDER 1:2 CWS 157 S l r l I:4-: B 11 : 5OF 7 QN ,t,t�P� SEALANT BETWEEN BUCK ------ AND OPENING BY OTHERS CONCRETE/MASONRY ----- BY OTHERS INSTALLATION ANCHOR, - CONCRETEMWSONRY 3116" DIA. MASONRY SCREW. ° 0 • A BY OTHERS W/ WASHER THRU SCREW SUPPORT (C] ° 4 SEALANT BETWEEN BUCK AND OPENING BY OTHERS • ° 8 2-= MIN, EDGE DIST - IC] 1 1�W MIN EMBEDMENT p ; • p s s • a• a a a• p♦ p �• • 1 BY WOOD BUCK EXTERIOR FINISH— BY OTHERS (A] BY OTHERS PERIMETER SEAL BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER SEALANT BEHIND0-1 FLANGE BYINSTALLER PERIMETER SEALANT BYINSTALLER EXTERIOR FINISHBY OTHERS a♦ •py a♦ �O •a•PI ♦ as . •g •p♦a• •a• p♦ • • a a s • • : • • p • a a Y• O•a•♦ p•• s'O a• ►• • CONCRET&MASONRY- BY OTHERS 114" MAX SHIM (B] INSTALLATION ANCHOR, 3116" DIA. MASONRY SCREW W/ WASHER THRU SCREW SUPPORT (C) low 0 2 112" MIN EDGE DIST. (C] •e° I •®•6 - - 1 BY WOOD BUCK BY OTHERS (AI j►-1/4"MAX SHIM (B) 1i/4"- MIN. EMBEDMENT- 1 ---- I 1 -PERIMETER SEALANT (C] It BY INSTALLER -- EXTERIOR FINISH BY OTHERS g _HORIZONTAL SECTION FRAME (MASONRY)' INSTALLATION ANCHOR, 3116" DIA MASONRY SCREW w1NEOPRENE BACKED WASHER THRU SCREW SUPPORT (C) SEALANT UNDER SCREW HEAD BY INSTALLER HIGH STRENGTH STRUCTURAL GROUT BY OTHERS --`B4' MAX SHIM �'// !./• SILL STOOL BY OTHERS t•0 ♦e -USE SOLID WOOD • a• • a . ^—� SUPPORT TO MAKE a SILL LEVEL, BY OTHERS q _ VERTICAL SECTION 6 FRAME (MASON2Y) (C) L-- 2JM MIN. EDGE DIST 114" MAX SHIM (B] BOTTOM SWEEP LOCK ACITVATED ONLY— DURING HURRICANES SEALANT BEHIND FLANGE BY INSTA PERIMETER SEALANT BYINSTALLER -------- i3L✓" MIN EMBEDMENT (D] 7/S" MIN. EDGE DIST. (o) ��00 INSTALLATION ANCHOR, WOOD ANCHOR .� Wt WASHER THRU 0 SCREW SUPPORT [DI BY WOOD BUCK .� BY OTHERS. [A) • �• -- SEALANT BETWEEN BUCK AND OPENING BY OTHERS ------ EXTERIOR FINISH BY OTHERS C HORIZONTAL SECTION 6 FRAME (WOOD) ----._. P40TE-HEAD AND JAMB TL FOR 2BY INSTALLATION. Ill INSTALLATION SAME A5 SHOWN BEIOIAI. (TIP) f'i� PROPRIETARY AND CONFIDENTIAL 121//11 TME INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEM. INC ANY REPRODUCTION IN PARIOR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WMDOW SYSTEMS, INC IS PROHIBITED REFERENCE NOTES (AI SEE NOTE •0, SHT 1 181 SEE NOTE 2&3. SHT 2 (C) SEE NOTE 4. SHT 2 (DI SEE NOTE S. SHT 2 (E) SEE NOTE B. SHT 2 INSTALLATION ANCHOR, 3/16° DIA. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT (C) SEALANT BEHIND ----� FLANGE BY --SEALANT UNDER SCREW INSTALLER �\ PERIMETER SEALANT \ HEAD BY INSTALLER 114" MAX SHIM BY INSTALLER �'^�` (B] EXTERIOR FINISH - - - BY OTHERS �� - . e "" - • - • - • A . CONCRETEIMASONRY� BY OTHERS '®!, ' •P • ►� • 0 • • •- • • • ® ]_1L4_ MIN EMBEDMENT Ip r---2112, MIN EDGE DIST ALTERNATE PRECAST SILL DETAIL (C) 6 FRAME(MASONRY) B JUPDATED PE R 20 LUCAS A. TURNER. FL P. E. 582011 A JUPDATED PER NE (TIP) f'i� PROPRIETARY AND CONFIDENTIAL 121//11 TME INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEM. INC ANY REPRODUCTION IN PARIOR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WMDOW SYSTEMS, INC IS PROHIBITED REFERENCE NOTES (AI SEE NOTE •0, SHT 1 181 SEE NOTE 2&3. SHT 2 (C) SEE NOTE 4. SHT 2 (DI SEE NOTE S. SHT 2 (E) SEE NOTE B. SHT 2 SHEATHING BY OTHERS EXTERIOR FINISH --- BY OTHERS SEALANT BEHIND FIN BYINSTALLER WINDOW WRAP -- BYINSTALLER PERIMETER SEALANT BYINSTALLER SEALANT BEHIND FIN SYINSTALLER PERIMETER SEALANT BYINSTALLER WINDOW WRAP — BYINSTALLER EXTERIOR FINISH — BY OTHERS SHEATHING— BY OTHERS 1, W" MIN. EMBEDMENT (E] INSTALLATION ANCHOR, AS WOOD SCREW w/ WASHER (EI -+ - - -- 2 BY WOOD BUCK BY OTHERS [A] MW EDGE DIST (E) --114" MAX SHIM 151 114- MAX SHIM IB) _ [Ei MIN EDGE DIST .'T'T 00 dJAI \ \\ 2 BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR, 98 WOOD SCREW w/ WASHER [E] 1 1f2" MIN. EMBEDMENT [E] 2 BY WOOD BUCK.-. 1 BY OTHERS (A) INSTALLATION ANCHOR, -\ d8 WOOD SCREW wJ WASHER (E) 1 \ IJZ- MIN EMBEDMENT [E] T SHEATHING ------ BY OTHERS d• d•e d :•oho EXTERIOR FINISH --- d • �' o BY OTHERS SEALANT BEHIND FIN --J BYINSTALLER J. MIN EDGE DIST JEJ - 1,'4^ MAX SHIM F )B) --- WINDOW WRAP BYINSTALLER PERIMETER SEALANT BYINSTALLER F ORIZONTAL SECTION % FIN (WOOD) — `Z E VERTICAL SECTION PROPRIETARY THE/11 EINFORMATION CONTAINED IN TEHIS DRAWING IS ITHE SOLE PROPERDENTOL TYOFl OF 7 FIN (WOOD) WINDOW SYSTEMS. INC ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE WRIT TEN PERMISSION OF CUSTOM WINDOW SYSTEM INC ISPROHIBITED FL REFERENCE NOTES (A] SEE NOTE "'"T 1 IS) SEE NOTE 283, SHT 2 (C] SEE NOTE 4, SHT 2 PI SEE NOTE 5, SHT 2 [E] SEE NOTE S, SHT 2 NUMN MIAMI-DAVE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Rotor 208 AFFAIRS QTRA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 _NOTICE OF ACCEPTANCE (NOA} iamld, Labrador & 1lndora Corp dba V & V Windows 23§S W 4" Avenue iEdenks"XI, 330101484 SCOPE: . This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade Comity PER.A- Product Control Section to be used in Miami-Dade County and other acmes where allowed by the Authority Having Jurisdiction (AIV). This NOA shall not be valid atter the expiration date stated below. The Miami Dade County Product Control Section (In Miami-Dade County) andtor the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. V thisto perform in the accepted manner, the »�ufacturer will incur the product or material fails expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane 7.nne_ I "5;C TiON: Series "300" Ouftwing 8:0„ Glazed Aluminum Eutrance Door - L.M.I. APPROVAL DOCUMENT: Drawing No. W10-08, titled "Series Aluminum Out -Swing Entrance Dorn (L.M.I.rl sheets 1 through 12 of 12, dated 02f24/10 with revision "C' dated I ItM11, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade, County Product Control Section. M)[SSII.E IMPACT RATING: Large and Small Missile Impact Redstart;. LKInTATIONS: 1. The maximum positive exterior design pressure shall be + 6630 psf where: water infiltration requirement is needed. 2. Glass lite wider than 36" shall be supported with approved setting blocks or clamps per FBC requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's nerve or logo, city, state, modaY series and following statement~ "Miami -Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has beert Med and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or proem. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. N any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 10-0406.04 and consists of this page 1, evidence pages E-1 and 112, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 12-0113.02 Expiration Date: September 01, 2013 •�` a!� 1Z Approval Date: April 19, 7012 Page I Labrador & Dndorn Corn dba V it V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1: Mam:f ctt rees.die drawings and sections. (Submitted ander preWous NOA No. 10-040104) 2. Drawing No. W1048, titled "Series Aluminum Out -Swing Entrance Door (L'.MX)", sheets 1 through 12 of 12, dated 02/24/10 with revision "C" dated 11/22/11, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P. E. II. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Nater Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind -Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" swing door, Grade 10, per FBC 2411.3.2.1, TAS 202-94 and per ASTM F 842-04 along with marked -up drawings and installation diagram of an Aluminum outswing French door, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF4403.02-O8, dated 01/18/10, signed and sealed by William R. Mehner, P. E., Henry Hattem, P:1 - and Edniundo J: hargaespada,,P. E. (SubmNed under preWous NOA No. 10-0406.04) C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC-2007, dated March 18, 2010, prepared by Al Farooq Corporation, dated 08/10/10, signed and pled by Javad Ahmad, P. E. (Submitted tnaderpreWour NOA Na 1 -04O&04) 2. Statement letter of conformance and compliance with the FBC 2010, prepared. by Al Farooq Corporation, dated 11/21/11, signed and sealed by Javad Ahmad, P. E. 3. Glazing complies with ASTM B1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaeitt@ PVB Interlayer" dated 09/08/2011, expiring on 12/11/2016. c e Jaime D. Gascon, P. E. Product Control Seet%n Supervitor NODI No. 12-0113.02 Expiration Date: September 01, 2015 Approval Date: April 19, 2012 E-1 Labrador & Fundora Corp dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliancy with the' . w , ,....... . FBC-2010, prepared by AI-Farooq Corporation, dated 1W1/11, signed and sealed ' by Javad Ahmad, P. E. 2. Statement letter of no financial interest, conformance and compliance with the FBC-2007, prepared by AI-Farooq Corporation, dated 04/30/10, signed and sealed by Javad Ahmad, P. E. (Submitted W derpreviour NOA No. 10-040&04) 3. Asset purchase agreement dated July 28, 2009, signed by Mr. David Labrador and Mr. Candido D. Vega (Submftd under previous NOA No.1"4KO4) 4. Laboratory compliance letter for Test Report No. ATLSF-0403.02-08, issued by American Test Lab of South Florida, dated 01/18/10, signed and sealed by William R Mehner, P. E.? Henry Hattem, P. E. and Edmundo J. Largaespada, P. E. (Submitted under previous NDA No. 10-040004) G. OTHERS 2. Notice of Acceptance No. 1041406.04, issued to Labrador & Fundora Corp dba V & V Window for their Series "300" 8'0" outswing GIazed Aluminum Entrance Door - L.M.L� approved on 09/01/10 and expiring on 09/01/15. _qA CJ�aime& G P. L Product Control Sedion supervisor NOA No. 12-0113.02 Expiration Date: September 01, 2015 E-2 Approval Date: April 19, 2012 I HEAT STR0rO GLASS _.Deo• NRERUAYER BUrACITE PVB BY 'OUPONT' L r-1/or HEAT WR[]0'D GLASS 20 \ 2b � H / cHlass TYPTa 'A' s/Hem WMALL LAM. GLASS HEAT STREWO CLASS AW INTERLAYER NRAM PVB BY 'DUPQJ'M r-3/lr HEAT STREWD 9 TazTUyt'�a nBTAIL AT MJKM/TRAN90M THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE HOT REQUIED. �lr_t�myrnu pttm retHuG ENTRANCE DOO SINGLE AND QOUBLE LEAFDOORS W 0 SEE ET DOUBLE / ODORS 'NRH TRANSOMS SW im 3. STOLE AND DOUBLE LEAF DOORS WITH SIDEUTE3 SEE SHEET 4. SINGLE AND DOUBLE LEAF DOORS WITH SIMITES AND TRANSOMS SEE SHEET S. LOWER VALUES FROM SIDIOM CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO MTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO OOMPLY WITH THE HREQUREMM IGH vaom ° w FLONEORIDA IL)DING CODE 2010 EDITION INCLUDING WK WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SWILL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS cif TO BASE MATERIAL SHALL BE BEYOND %ft ORE.SM OR MCO. ANCHORINO OR LOADWO CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD WRM ION NCRFASE IS USED IN DEEM OF ANCHORS INTO WOOD ONLY. MATERIALS IxLUDRNO BUT Or LIMITED To STM/MEAI. SCREWS. THAT COVE Wo CONTACT WRH OTHER DISSIMILAR MATERW3 . MEET 11IE REQUIREMENTS MS OF 2010 FLORIDA OM. CSECTWN 2003.8.4. GmMang n0. W10-08 DOORS LOAD CAPACRY - PSP' - sufm DOM eCtHOUT TRANsOx > DDm Due.WASS TM A' GLASS TYPE .S FROM Win FRAME WmaE%L(+) QJL(-) EXT.(.) W4-) 37-5/8' w 70.0 80.0 70.0 w o 75A S/4" IdA�f. 28 3/4° MAX D L D.L OPO. 38 3/4' MAX LEAF WIVN- (XX) DOORS WAD CAPACITY - PSB DOUDL6 DOODB fEfHOUT TBARSOII (Xx) GLA88 TYPE au TYPE Om ona'A 'D' FRAME FRAME HEWN (-) EXrd+) aur(-) m7w)wom w 70 0 80 0 70.0 WO 68 5 75 8 60.3 78.8 10 All S/4" IdA�f. 28 3/4° MAX D L D.L OPO. 38 3/4' MAX LEAF WIVN- (XX) DOORS WAD CAPACITY - PSB DOUDL6 DOODB fEfHOUT TBARSOII (Xx) GLA88 TYPE au TYPE Om ona'A 'D' FRAME FRAME HEWN (-) EXrd+) aur(-) m7w)wom w 70 0 80 0 70.0 WO 68 5 75 8 60.3 78.8 Jos NOTE. g GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT MA05-DEC-219 r ' <mo REVISED GAIL 3S3H e 2411 _ am►r� no. N ' W10-08 35 8/8° MAX. 78° MAX. Mlj�fffu b E YADTH FRAME WIOTH Z 35` 71 5/18° .L OPO. 12` O.L. DPD. 12` 8° MAX 5` MAX —mmAUIM REINF. su F F SILL o AT) TR em !d EDIT E-40 / Sp" COORS H , 001181E DOORS Oi IV l CC or or- if 10 If i� �F 04 i TI IRE if Ll fillo IRE n\ i ii \ 1 ASE B F&W IMITDIS OR u B FALSE bIUNTIN8 OR H� vff MAY OE28 3/4° WX DEow w um m 28 3/4` MAX 28 3/4° MAX Da. P.L. Opo. D.L Opa. 30 3/4` MAXI 38 3/4` MAX $ ell NOTE Mr WIDTH GLASS CAPACITIES ON THIS SHEET ARE (0/x) (O/XX) ANDFLORIDA ASTM A BUILDING -COMMISSION cusTs) 14. DECLARATORY STATEMENT DOA05-DEC-219 DOM LOAD CAPACrff - POP BOURLM DOORS W=TAADTSOM (0/X10 e aLAes 1YPE aLA89 TYPE gn Im DOOR ones. s� g mw HEIOFR' EXT.(+) INT.(-) FXf.{+) OR.(-) FRkMEOAfk � Rw FlmiQs 72` 120° 70.0 eoa Toa 78° 85.3 7501 88.3 7018 �Q11 S drawhlg rro. • :deet 30112 DOORS LOAD CAPACI2Y - P8R sutaLe Dooas erre rnAtvsOM (0/MM vaLA3s xxre aLe>� rrPa DDDR W�MIME I MAIM WIDTH HOWEXI'.(+) INt.(^) EXT.(f) ndT.{..) 37-3/e° 120` 70.0 mo Tao Soo s9 -5/e° 58.3 75.8 N.3 75.8 NOTE- FOR OTEFOR DOORS CAPACITIES SEE SHEET 2. FOR SIDEUTE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELTTE CHART WILL APPLY TO ENTIRE SYSTEM. rd" 3936 -- - NOTE., CAPACITIES ON THIS SHEET ARE II •T6 Y 8 D Ctg BASED IDA BUILDING COMMISSION GUSTS) Bwi 0 8 DECLARATORY STATEMENT DCAOS-DEC-219 ®�� 0MON LOAD CAPALM - PSB SMMS WIn1 WbM OR DOUBLE LEAF DOORS Wntlour MRSOM SUM mm R orAs11 WM 'A' MASM TM 'B' Bm re =am Bmam sma m W/o REW. IT/ AWB MW W/o BMW W/ AUIN MOW ma Et0'4+ I OR -f-) I dR(+) W.(-) ER +) I IW.(-)_oRd+) W.(-) 24 28 32 38 40 80 70.0 60.0 1 70.0 WA 70.0 60.0 70.0 80.0 704 60.0 70.0 a" 70A 80.0 70A 80.0 70.0 80.0 70.0 804 70.0 T 60.0 ToA BOA 70.0 80A 70.0 BOA 7060 1 80.0 70.0 804 70.0 80.0 70.0 80.0 7" 1 80A 70.o 80.0 24 28 32 30 40 84 70.080A 70.0 WA 70.0 600 70.0 804 70A 80A 70.0 80.0 7" 80.0 70A GOA 70.0 80.0 7" 80.0 70A 80.0 70.0 BOA 70A 80.0 1 7" 80.0 70.0 80.0 704 60.0 70.0 W.0 70.0 80.0 70.0 804 70.0 80A 24 28 32 30 40 90 70.0 60A 70.0 60.o 70A 60A 7" 80.0 704 604 70A 80.0 70.0 W.6-70.0 80.0 704 80.0 70.0 a" 70A 80.0 704 604 70A 80.0 70.0 80.0 70.0 60.0 70A 80.0 70.0 BOA 70.0 8" 70A 80.0 70A 80.0 24 20 32 38 � 70A 784 70.0 804 704 764 70.0 80.0 7GA 712 TOA 80.0 70A 71.2 70A BOA 07.4 67.4 70A 80A 87.4 87A 70.0 80.0 861 84.1 1 70.0 1 78A 64.1 861 7" 804 NOTE- FOR OTEFOR DOORS CAPACITIES SEE SHEET 2. FOR SIDEUTE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELTTE CHART WILL APPLY TO ENTIRE SYSTEM. rd" 3936 -- - NOTE., CAPACITIES ON THIS SHEET ARE II •T6 Y 8 D Ctg BASED IDA BUILDING COMMISSION GUSTS) Bwi 0 8 DECLARATORY STATEMENT DCAOS-DEC-219 ®�� WaflM FRAME WV N Mm FOR �9 Yf00D 31 3/8' 71 8/18° 31 3/8° ri AND TM W� &1CX5 ONLY Dd OPO. 0.L OPO. O.L OPO. 0 REM CLUSM OF (8i FOR FOR All REW O1�R BVSTALlAMM AL1Re REo1F. 12° � 3" Max - TYP. n i / \ / 1 \ u ccc»a A . N ; f i ,�, AI>�� cfwoa B OOMSWAM g WID111 YAD1lI _/ FAIL 111 NNIS OR layBE � W 3/4' MA& 28 3/a° MAX `(ec� ow 0.1. am L 0M A1' 80.1. y� USE AS PER ow ''� 3/4' IMAX. 72 $ NOTE: LEAF WID'111 FOR DOORS CAPACITIES SEE SHEET 3. FOR SMEUTE CAPACITIES SEE CHART ABOVE. B gI LOWER VALUES FROM DOOR OR SIDELITE CHART $ IN I J1 WILL APPLY TO ENTIRE SYSTEM. s m v �qu d $ flA W2 'RODIICI'Rwn= a�1y7n8w@h�gs�eFla�(da GLASS CAPACITIES ON THIS SHEET ARE tb 19-0 3.O a b BASED ON ASTM E1300-04 (3 SEC. GUSTS) droeAng rro. AND FLORIDA BUILDING COMMISSION W�O�OS DECLARATORY STATEMENT DCA05-DEC-218 ' M eheei 0112 o3smN ludo caracertr - POP W/ sT�IX.E OR ROUBLE LEAF o�Re N/ TYPE 'd' TYPIa 'B' Wmn1 raanlr / :PrL. / sTL . B8Xff.9 BdO�a act.(+ BlT -) rxr.(+> o1r -) 2a 7ao 00.0 Tao $ao 28 70.0 80.0 TOA 80.0 32 Be 70.0 80.0 70A 80.0 38 70A 80.0 70.0 80.0 40 70A 8a0 70A 80.0 as 70,0 mo 70A Bao ae 7ao eoA no eao u 102 Tao ea0 no e0.0 39 7a0 BOA 7OA eao ao 7oA eao 7oA no 24 70A w.o no eoA 28 7oA eoo 70.o no 32 98 ao 108 7a0 BOA 70A 80A 7a0 8a0 70A 80.0 ADA 80.0 70.0 �.9 24 � 92 So 114 70A 80.0 70.0 80.0 70A 80A 70.0 80.0 70.0 80.0 70A 89.0 7oA 77.a 7oA 77.a 2a 28 38 38 im 7oA 73s 70.0 73.6 70A 70.1 70:0 7a1 eos ess Res 8Ba 83.8 89.9 83.9 83.9 WaflM FRAME WV N Mm FOR �9 Yf00D 31 3/8' 71 8/18° 31 3/8° ri AND TM W� &1CX5 ONLY Dd OPO. 0.L OPO. O.L OPO. 0 REM CLUSM OF (8i FOR FOR All REW O1�R BVSTALlAMM AL1Re REo1F. 12° � 3" Max - TYP. n i / \ / 1 \ u ccc»a A . N ; f i ,�, AI>�� cfwoa B OOMSWAM g WID111 YAD1lI _/ FAIL 111 NNIS OR layBE � W 3/4' MA& 28 3/a° MAX `(ec� ow 0.1. am L 0M A1' 80.1. y� USE AS PER ow ''� 3/4' IMAX. 72 $ NOTE: LEAF WID'111 FOR DOORS CAPACITIES SEE SHEET 3. FOR SMEUTE CAPACITIES SEE CHART ABOVE. B gI LOWER VALUES FROM DOOR OR SIDELITE CHART $ IN I J1 WILL APPLY TO ENTIRE SYSTEM. s m v �qu d $ flA W2 'RODIICI'Rwn= a�1y7n8w@h�gs�eFla�(da GLASS CAPACITIES ON THIS SHEET ARE tb 19-0 3.O a b BASED ON ASTM E1300-04 (3 SEC. GUSTS) droeAng rro. AND FLORIDA BUILDING COMMISSION W�O�OS DECLARATORY STATEMENT DCA05-DEC-218 ' M eheei 0112 o3smN ludo caracertr - POP W/ sT�IX.E OR ROUBLE LEAF o�Re N/ TYPE 'd' TYPIa 'B' Wmn1 raanlr / :PrL. / sTL . B8Xff.9 BdO�a act.(+ BlT -) rxr.(+> o1r -) 2a 7ao 00.0 Tao $ao 28 70.0 80.0 TOA 80.0 32 Be 70.0 80.0 70A 80.0 38 70A 80.0 70.0 80.0 40 70A 8a0 70A 80.0 as 70,0 mo 70A Bao ae 7ao eoA no eao u 102 Tao ea0 no e0.0 39 7a0 BOA 7OA eao ao 7oA eao 7oA no 24 70A w.o no eoA 28 7oA eoo 70.o no WOOD BUCKS AND METAL STRUCTURE NOT BY V & v WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM To THE BUILDING STRUCTURE �1 A -MAL IRB —SEE ELEVAMM FOR SPAGM TYPICAL ANCHORS, sEE Em. FoR sPACWo " (F�-1� tom. Fja M Icm INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENEMTKIM INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONO. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 14 SMS OR SEF DRI L '0 SCREWS (MM 2 CRS) INTO MIAMI—DARE COUNTY APPROVED MULLIONS (MIN. THK. .090") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (8063—T8 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY m 2-1/2" MIN. INTO WOOD STRUCTURE m 1" MIN. INTO METAL STRUCTURE - 3/4' MIN. CONCRETE AT HEAD. SILL OR JAMBS No - 3000 PSI MIN, 0-80 HOLLOW/FILLED BLOCK AT JAM Mm - 2000 PSI MR s92AIANW: or Wr FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL FIA. PE7�82, METAL PARTS CONNECTKINS SEALED WITH PTI SILICONE. oA1+ �PERPS: 3/18" X 3/4' WEEP SLOTS AT 3' FROM EACH END ti DOOR DETAIIoS FMffids orawng no. Wl o—'0$ MEW RUMM ,� lrspzm 1YPl .k... ® ' . � v FOR WAM .i 18 EXTERIOR 1 e � l'.. i• • .'�. • `'•��''?;'••+' 711 1T n ata a Lew wim FRAME WNtH 1/4" MAX-, Ile MA% MY w� OR yry 9 a' TWICAL ANCHOR•. SEE EIA. FOR SPAMCM t v • 01A 1 O 7 8 rMCN. ANCHOR SFE $ $ t•.'z .9: 17 7 WY. FOR FPA,INO EXTERIOR 8 FRAME H1H 0 n � t2"O113� OZ p $ C Jr drawing no. DOOR DETAILS W10-08 et+eet of 2 TRANSOM nL+"rARS Lm - , � .oz Q!5 e P 111 1* i 7898 '. god �36�18z°�ti :Buffft d mMng rm. W10-08 8 of 12 TYPICAL AL MONSEE E"WNS -14 pt a em a zt t ANO ao• O.C. MAX. to a to t o.L oPa a D.I. CPO. � at rho ® W/O TRANM CAN BE 1/4 INAL. O 0iATx oj;F FMHA ENDS ® DO OR TRANSOM AWA RWITH S VO SEE E13 FOR REAiR ONLY AND 24' o.C. MAIL �o'n �r t m WWAI. ANC e gg 3 �� JS LEAF WIDTH _ g �9$ FRAAE YBDTFL zt O r a pyo 8 d � /S dravirlg eo. F IPM ANCHON SEE MR Acreyc SMEUTE DETAILS W10-08 ' of 1 A Onow il: 3 POW LOCK ASSEMBLY BY 'SIALNM AND ASSOC.' 7/10' X 3" THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT WAD AND SRL THROW BOLTS ATTACKED TO LOCK BY CONNECTING RODS LACK LOCATED AT 82-3/4- FROM BOTTOM LOCK HANDLE A7 49-1/2" FROM BOTTOM Onam t CONVENTIOMAI DOOR LOCKSET WITH HANDLE BY 'SUlMVAN MID ABS.' LOCATED AT 39" FROM EDTTOM KEY OPERATED ON ERNOROR ALGID THUMB TURN ON IMEMOR THROW BOLT LOCK BY 'SUILMAN AKS AS=' LOCATED AT 48- FROM BOTTOM 14AL'M Lm CONCEALED FLUSH BOLTS BY %UUMN & ASSOC.' 1/2' X 2' 71LM SOUS ENGAGM FRAME AT NEW AND SIL MANUALLY OPERA]® LEVERS MDUMEO ON OM FACE OF LEAF STILE LOCATED AT 10-3/4 FROM TOP AND BOTTOM LOCK FASTEN TO STU WTTH (2) 38-32 X 1/2' FH MS NOTE, LOOKS MUST BE t] 141 DURING PEtB009 OF NUIVOCANE WARMNO. HRM, Omm v: 4-3/4" BALL SEAR= HINGES 3 PER LFII' BOTTOM HM AT 8-3/8" FROM BOTTOM RAO. TOP mm AT 11" FROM TOP RAO. CENTER HM AT MDSPAN HMGES FASTENED WITH 012-24 X 1/2- FH MS OPTION 02 7-13/18- THREE PIECE WCES 3 PER LEAF BOTTOM KNOE AT 8-3/e" FROM BOTTOM RAL 70P HiNCE AS 11" FROM TOP RAIL COLTER HRNGE AT MKDSPAN HKOES FASTENED WITH /10-24 X 1/2" FH HS mm / PART / up. DBKmpneN NAT6RIAL Nw./ 1 V801 3/ DOOR FRAME HEADIMM 6003-70 - 2 V802 1 FRAM Sill 6083-78 3 V503 1 SILL COYER 6083-76 - 4 m" A9 REM SDFIRE SRIF 6063-T8 - 6 Vm 2/ LEAF 70P AND SUM RAR. 8683-76 - 6 VMS , LEAT' 00 w" 6083 -TB - 7 V807 1/ LEAF LOWf AND ASTRAGAL STU 6083-T8 - 8 V313 AS RM INACM ASTRAGAL SOLE 6063-78 - 8 Y808 2/ LEAF SWEEP A&VIER 6063-18 - 10 V609 AS RECD SMNE ADAPTER 6063-18 - 11 V811 AS REQD. CRAZING BEAD - 8/18' CLASS 8083-78 - 11A V817 AS Imo. (GATING BEAD - 7/18" GLASS 8083-T8 - 12 V612 AS REOD. FJMWQRCMSIIifENER 6083-78 - 12A - AS RM. I REMNOROM CL 40M STEEL 136 KSI 13 - 2/ L EW 3/8" THREADED ROD MEL - 14 - - - 18 V814 2/ LEAF FLUSH SOLT SLWORT MOLE 6053-78 1-1/2° X 1-1/2' X 3/18" 18 17 3/ LEAF BALL BPJVNG HNSE ASSEMBLY 17A 3/ LEAF 3 NIECE HNSE ASSEMBLY - - 18 18 AS REOD. FM SEAL PILE WE07NOBI TI8PPM0 20 V316 AS READ. BULB WEATI NO 9ANTOPRENE DUROMETER 60t8 21 #9 X 1/2" AS REM. GLAZM ADAPTER SCREWS ST. STEEL PH TEKB, AT 2" FROM ENDS & W O.C. MAX. 22 #10 X 2' AS READ. FRAME ASSEMBLY SCREVS SL STEEL PH SMS 23 - AS RM. SDE LRE ADAPTER SCREWS ST. STEEL - 24 -32 X 1/2" ANGLE MMM AWE SCREWS ST. STEEL FH MS 28 AS READ. BUMPER SPAM 80KXR8: 28 SEALARS ALL JOINTS AND FRAME CONNE017ONS SEALED WITH PTI SILLCONE. draWU1g NO. 6010-08 4.0DDu o>a ;m. 4 r� T- 2.128 .084 0 2' ° IN .826 1.7804_3/4,.4•m T#12-24 FRAME HEAD/JAMB 8 HINGE STILE ° 2' °1.780 BCA,R Tf�E 2J 2° IN M8 1/2' FH MS TM 23 �q 8.313 TIP Ms a� I'4 1.780 3 PIECE HINGE WILL BEARING HINGE 3 J 00 -o 4 1510 }y 128 "g" e INACMW ASTRAGAL STILE 3.782 �+ a.� e TOP &BOTTOM RAIL 628o,o 1.800 .o30 1. 078 1884 .078 ,�4 3.313 t2 1.000 q1a IWO 1.808 7 LOCK/ASTRAGAL STILE 280 2.200 2581 o SWEEP ADAPTER 3.720 1.134 An .483 ' 1 010 4.178 1 STIFFEWERS $ la 1.164 ,078 7YP. .880 3 SILL COYER 718 .Oa3 B sm° 2.183 ' tAT3 t1 .840 .801 038 1.M 1-- -1 a SIDELITE STILE 1.133 GLAZING BEAD - 7/18" GLASS 488 Pp� AR! MoDmrjmm oavbu NiotJde +� �1 b g .078 4.000 .0622 414 1.313 + .708 .050 it �9 r p �d7 d0 /% Browing no. W10-08 2 FRAME SILL 10 SIDELITE ADAPTER GLAZING BEAD - 8/18" GLASS wheel 11 � 1 Florida Building Code Online http://www.floridabuilding org/pr/pr app o.aspx?param wGEVXQwL.. d ` SCIS Home ftWathn Hot Topke Submt Surcharge Stats & Facts Kdittbm FW Staff' SCIS Ste Map Urdu ` Search ii�'f � F �li(I^��fl't" �9In ;User Busines�n'a' Professil Product per°�a' ;;eke iiaaoi MM Product Approval Menu > Product or Aoa&awn Search > Apokation List > Appkatlon DeW FL # FL13010-RI Application Type Revision Code Version 2010 Application Sixtus 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 btenace@cws.cc Quality Assurance Representative 3eff Thompson Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 Ext 221 jthompson@cws.cc Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professlonal 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 Referenced Standard and Year (of Standard) FL13010 _Rl_ COI EvalRep CWS -433A (PW -8100, 36x72, IMPACT).pdf fibndaEd AAMA/W DMACSA/101/I.S.2/A440-05 ASTM E 1300-04 ASTM E1886-05 ASTM E1996-02 PA TAS 201/202/203 Year 2005 2004 2005 2002 1994 I of3 7/21/2012 6:08 PM Florida Building Code Online http://www.floridabWl&ngorg/pr/pr�_app_o.aspx?param=wGEVXQwt.. Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/12/2011 Date Validated 12/16/2011 Date Pending FOC Approval 12/21/2011 Date Approved 01/31/2012 Summary of Products Fl- # Model, Number or Name I Description 13010.1 I PW -8150 PVC Fixed Window _ v PW -8150 PVC Fig/Fin Fixed Window, 36" x 72". Installation Instructions Limits of Use Approved for use In HVHZ: Yes FL13010 R1 H CWS -433A (PW -8150, 36x72, Approved for use outside HVHZ: Yes IMPACT).Ddf Impact Resistant: Yes Verified By: Lucas A. TUrner 58201 Design Pressure: +75/-75 Created by Independent Third Party: Yes Other: PW -8150, 36" x 72", DP = +/- 75 psf. Large Missile Evaluation Reports Impact. FL13010 R1 AE DuPont PVB NOA 11-0624 01.Ddf FL13010 R1 AE EvaIReD CWS -433A (PW -8150, 36x72, IMPACT).Ddf FL13010 Rl AE Mikron NOA 11-0830 09.Ddf Created by Independent Third Party: Yes 13010.2 PW -8150 PVC Fixed Window PW -8150 PVC Fig/Fln Fixed Window, Continuous Head & Sill. Limits of Use Approved br use In HVHZ: Yes Approved br use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/-67.5 Other: Large Missile, Dp = +/- 67.5 psi, Max. size 74 1/8" x 72". Outer lite must be safety glass above 30 ft. In HVHZ. 13010.3 PW -8300 PVC Fixed Window Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-70 Other. PW -8300, 120" x 48", DP = +/- 70 psf. Large Missile Impact. Installation Instructions FL13010 R1 II CWS -510A (PW -8150, 74x72. ContHdSI, IMP). f Verified By: Lucas A. TUmer 58201 Created by Independent Third Party: Yes Evaluation Reports FL13010 R1 AE DuPont PVB NOA 11-0624 01.Ddf FL13010 R1 AE EvalRep CWS -510A (PW -8150, 74x72, ContHdSI, IMP).Ddf FL13010 Rl AE Mikron NOA 11-0830 09.pdf Created by Independent Third Party: Yes PW -8300 PVC Fixed Window, 120"x 48". Installation Instructions FL13010 RI A CWS -373A (PW -8300, 120x48, IMPACT).Ddf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL13010_RI_AE_DuPont SGP NOA 11-0624 02. FL13010 R3 AE EvaIReD CWS -373A (PW -8300, 120x48, IMPACT).Ddf FL13010 Rl AE Mikron NOA 11-0830 09.Ddf Created by Independent Third Party: Yes 2 of 3 7/21/2012 6:08 PM 13010.4 PW -8300 PVC Fixed Window PW -8300 PVC Fig/Fin Fixed Window. Limits of Use _— Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Impact, See Installation Drawings for Max. size and DP's. Installation Instructions FL13010 R1 A CWS -159B (PW -8300. IMPACT). Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL13010 RI AE DuPont PVB NOA 11-0624 01.pd FL13010 Ri AE DuPont SGP NOA 11-0624 02.odf FL13010 R1 AE EvaIReD CWS -159B (PW -8300, 2 of 3 7/21/2012 6:08 PM Florida Building Code Online http://www.floridabi ildiv&org/pr/pr app tl.aspx?paranr-wGEVXQwL.. IMPAM.pdf FL13010 R1 AE Mikron NOA 11-0830 09.pdf Created by Independent Third Party: Yes 0 0 Contact Us :: 1940 North Monroe St!eeL Ullahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EED employer. Comftht 2007-2010 State of Fbft, :: Under Florida law, e•mall addresses are public records. If you do not want your e -mall address released in response to a public -records request, do not send electronic ma® to this entity. Instead, contact the office by phone or by traditional mall. IF you have any questions regarding DBPKs ADA web ate, please contact our Web Master at webmasterfttmrstatLIL Product Approval Accepts. E® eLhac vc,;6syn 3 of 3 7/21/2012 6:08 PM PICTURE WINDOW ELEVATIONS (LARGE MISSILE IMPACT) SHOWN W/DIFFERENT OPTIONS e 7 F 9 73114° MAX. OVERALL FLANGE WIDTH 72 - MAX MAX uwr WIDTH 891/8° GLASS DLO 771/4° MAX OVERALL FLANGE HEIGHT 78° OMAX UNIT HEIGHT 73118° GLASS DLO DESIGN 49 1/4° MAX. OVERALL FLANGE WIDTH 48° MAX UNIT WIDTH 4Si GLASS DLO GENERAL NOTES & ELEVATIONS .......... ° 73 1/4° O MAX. I I 1I I OVERALLC FLANGE 7 HEIGHT I INSTALLATION DETAILS ...................... I 69 1/8 GLASE UNIT U DLO HEIGHT I A E D 7 8 7 DESIGN PRESSURE RATI 355 e 7 F 9 73114° MAX. OVERALL FLANGE WIDTH 72 - MAX MAX uwr WIDTH 891/8° GLASS DLO 771/4° MAX OVERALL FLANGE HEIGHT 78° OMAX UNIT HEIGHT 73118° GLASS DLO DESIGN GENERAL NOTES & ELEVATIONS .......... ° I I O SHAPES....................................................4 I I 1I I GLAZING...................................................5 TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS .......... 1 ANCHOR SCHEDULE & NOTES .......... 2-3 SHAPES....................................................4 GLAZING...................................................5 SECTION VIEWS......................................6 EXTRUSIONS & B.O.M. ............................ 7 INSTALLATION DETAILS ...................... B-9 Lucas A- Tuffm. P.E. 2011-124411:08-05:00 'z "-/—' PROPRIETARY AND COWIDENTNL 12/14/11 THE INFORMATION CONTAINED IN THIS DRAINING 18 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 PROMWED. 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 5) 3. CONFIGURATION: FD(ED LITE' -.b 4. DESIGN PRESSURES: -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 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8-9 FOR INSTALLATION DETAIL WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES FULLY WELDED. S. REFERENCE TEST REPORTS: NCTL 210-3530-1, 1A, 2, 2A, NCTL 210-3672-1, 1A, 2, 2A 9. SERIES / MODEL DESIGNATION PW -6300. 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. P S R 367.5 Lucas A- Tuffm. P.E. 2011-124411:08-05:00 'z "-/—' PROPRIETARY AND COWIDENTNL 12/14/11 THE INFORMATION CONTAINED IN THIS DRAINING 18 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 PROMWED. 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 5) 3. CONFIGURATION: FD(ED LITE' -.b 4. DESIGN PRESSURES: -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 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8-9 FOR INSTALLATION DETAIL WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES FULLY WELDED. S. REFERENCE TEST REPORTS: NCTL 210-3530-1, 1A, 2, 2A, NCTL 210-3672-1, 1A, 2, 2A 9. SERIES / MODEL DESIGNATION PW -6300. 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. 9" m 19 (T ANCHOR LAYOUT - (FLANGE) THRU FRAME(MASONRY OR WOOD OPENING) N- 55 DP W MAX (TP) ,P� A! MAX. O.C. (TYP) 1 SEE NOTE 6 8" MAX O.C. (TYP) INSTALLATION ANCHOR (TYP) C ANCHOR LAYOUT -(FIN) THRU NAILING FIN (WOOD OPENING) H- 55 DP NOTES: 1. INSTALL ONE ANCHOR AT EACH LOCATION. ANCHOR SCHEDULE FOR FLANGE FRAME TO FOLLOW SPACING REQUIREMENTS ACCORDING TO REQUIRED OR SEE SHEETS 2-3. SILLANCHOR SAME AS HEAD 2. SHIM AS REQ'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3116" DIA. ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2112" SHALL ACHIEVED IN EITHER DIRECTION. 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8" INTO 2 BY WOOD BUCK OR FRAMING. A MINIMUM EDGE DISTANCE OF 718" SHALL BE ACHIEVED IN EITHER DIRECTION. S. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 11T INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 1/4" SHALL BE ACHIEVED IN EITHER DIRECTION. 7. 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. B UPDATED PER 2010 FBC 1216/20 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL LUCAS A. TURNER, FL P.E. 58201 JA I UPDATED PER NEW FBC REQUIREMENTS 7/07120 ptpnu4U 00, NOT BE USED 1N SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. at _..,or... �i _ 9. 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) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. _ C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). I z t 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE ix OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: PROPRIETARYAND CONFMV0lkL WNW FMA/AAMA 1 OD(FIN WINDOWS), FMA/AAMA 2DO(FIANGE WINDOWS), THE INFORMATION CONTAINED IN TF4S DRAWING IS THE SOLE PROPERTY OF CUSTOM FMANWMA 250(BOX WINDOWS), FMA/AAMANVDMA 300(EXTERIOR DOORS). � SYSTEMS, e'IWHOLE Wr THE WR PERMISSION OF CUSTOM SYSTEM, INAS S MBITED. No 58201 STATE OF 11900 SW 44TH AVE. I OCALA, FLORIDA 34474 TLE: ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT NTS 5/05/2007 20F9 4' MAX W MAX O.C. (Typ) (Typ) 6" MAX. 7 5/8" MAX. O.C. (Typ.) SEE NOTE 2 FT SEE NOTE S iTY� X 1 6' MAX. 8" MAX O.C. 7 5/8' MAX. O.C, ' mp) (Typ-) i O I , O ( INSTALLATION ANCHOR OYP) i ' I INSTALLATION I ANCHOR (TYP) J ANCHOR LAYOUT- (FLANGE) ANCHOR LAYOUT - (FIM THRU FRAME (MASONRY OR WOOD OPENING) TI-RU NAILING FIN (WOOD OPENING) 1-67.SDP # 67.5 DP Bi UPDATED PER 2010 FBC 12!6/2011 LUCAS A. TURNER, FL P.E. 58201 AlUPDATED PER NEW FBC REQUIREMENTS 1710712008 putnurq �p�tdOREw ��i�, �� C� i F '. �fi "ice WIlJDO)YS &DOORS 5Snl � : IWO SW 44TH AVE. - OCALA, FLORIDA 34474 *ITL ANCHOR SCHEDULE - LARGE MISSILE IMPACT STATE OF . �� ES: THE INFORMATION CONI'PJNED IN THIS DRPIUPRETARY �N68 THE PROPERTY 0OF CUNFIDENTIAL STOM ,�®��s' � p 1 •' P �T`2 +' ODEL: 6300 ADEWO. NO.: S/OrJ/20 7 WRITTEN PERS M0�5SISON OF CUSTOM WII�@OW SYSTEMS,OINC�jS PROMB)TED. OUT TILE ��I��S�o(dA' rG�1�PYC FIXED LEF R: B HEET: 3O 9158 1�9!S9.I; /2 CIRCLE 1/4 CIRQM NOTES: 1. SEE SHEET 2 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS 2. OVERALL SIZE MUST NOT EXCEED THE MAX WIDTH AND HEIGHT OF RECTANGULAR WINDOWS BASED ON DP REQUIRED FROM SHEET 1. 3. ANCHOR SPACING FOR ARCHITECTUAL FLANGE WINDOWS MUST FOLLOW NOTE 1, SHEET2 i FULL ELLIPSE P'OVAL'9 PROPRIETARYAND CONFIDEN7WL 12/14/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, NO. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. T� AGON f9w0F:9'7:y,-(-F TOMBSTONE TYPE W x H DP +/-55 A, B 48 X 72 DP +/.67.5 C. D 72 X 76 1" OVERALL V OVERALL 1" OVERALL 1" OVERALL 3116" ANNEALED 3/16° TEMPERED 3/16" HEAT STRENGTH 3/16" TEMPERED 1/2" AIRSPACE 112° AIRSPACE 318" AIRSPACE 3/8" AIR SPACE 5116" LAMI GLASS5/18° LAMI GLASS 7116" LAMI GLASS 7116° LAMI GLASS 118" ANNEALED 1/8° ANNEALED 3116° HEAT STRENGTH 3118" HEAT STRENGTH .080 DUPONT PVS INTERLAYER 1/16° DUPONT PVB INTERLAYER .090 SENTRY GLASS TONOPLAST INTERLAY .090 SENTRY GLASS TONOPLAST INTERLAYER 1/8" ANNEALED 118" ANNEALED 3116° HEAT STRENGTH —�FW16" HEATSTRENGTH 6DPURFECT GLAZE "H a PURFECT GLAZE "H" 6S�IKAFLEX PURFECT GLAZE "H" J;P URFECT GLAZE'11"SIKAFLEX 552 SIKAFLEX 552 552 UR FLEX 552 112° GLASS BITE 13 . _.-.. 1W GLASS SITE 7 GLASS SITE ` - /2" GLASS BRE ow GLASS TYPE A FULL SIZE GLASS TYPE B FULL SIZE GLASS TYPE C FULL SIZE No 59201 STATE OF 'O CONFIDENTIALPROPRIETARY AND '�', AINED IN THIS wPROPERTY OF CUSTOM WINDOW ANY YSTE�S,ITHE INFORMATION ooIPPARTORA8 THE WHOLE WITHOUT THE wo"'iN Sh Mf PROHIBITED., roNASWRITTEN GLASS TYPE D FULL SIZE * A�-�&DOOAS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 j 4 TLE: GLAZING DETAIL - LARGE 5/05/20071 1:1 c"w B HEET: 5 OF 9 g g 8 11 9 8 10 1 d 9 10 11 8 7 7 3SECTION B•B 4 EXTERIOR EXTERIOR 8 5 2 7 SECTION VIEW C-C ALT FIN FRAME B UPDATED PER 2010 FBG 1121612011 6 LUCAS A. TURNER, FL P.E 58201 AlUPDATED PER NEW FSC REQUIREMENTS 7/07/2008 BECTON VIEW A A ,��P�Pe50Rf,. � 5"'SAN" , ; C E ��ia wmmows & uooxs No 58201 T4s : 1800 SW 44TH AVE. OCALA, FLORIDA 34474 SECT. VIEWS & ALT. FIN FRAME - LARGE MISSILE IMPACT STATE OF . ecr: SgI�•o�iQ\ 8300 APE 2007 TKEI0ATIONCONINEDINANI ROPERTYOF�O aNA�, ODEL.LO.: WNDCW AREPRODUCTION AT./A PVC FMD LIEVLErrER:1.Z HCWS-1$9 FNPERMISSIONSA61PROMBITED. ihlnnN S 60FO Item# Part# Description Vendor Material 1 H -6006B Fr., PW, Main, Head Mikron PVC 2 H -6006B Fr., PW, Main, Sill Macron PVC 3 H -6006B Fr., PW, Main, L. Jb. Mikron PVC 4 H -6006B Fr., PW, Main, R Jb. Mikron PVC 5 H -6006A Fr. Main, PVC, Fin Mikron PVC 6 P-3113 Screw Support for PVC Team Plastic Rubber 7 P-3352 Set. Bk, 85 Dur., 1/8" x5/8" x2" Lg. Frank Lowe Rubber 8 Purfect Gaze "H", SikaFlex552 Henkel / Sika Silicone Ca Plug, 1/2" Hole M&M Nylon L9zSeeSheet4 Gz Bd., FA. (1" O.A. I.Cz Mikron PVC 10 1/4° 1/16° 716" PVC GLAZEBEAD - 6064 Wj PROPRIETARYAND CONFIDENTULL 12/14/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION W PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROMSITED. , r'.0.00o", I�1� I.011 ' PVC FRAME FLANGE - H 6006 B PVC FRAME FIN - H 6006A 6 �3°�3/16° SCREW SUPPORT- P-3113 41+ CORNER WELD (ALL SIDES) -7j-* No 58201 `,'F : 119M SW 44TH AVE. ♦ * ; * OCALA, FLORIDA 34474 LE' EXTRUSIONS & B.O.M. - LARGE MISSILE STATE OF :*4V RIEIi 8300 011E I 1:2 C_WS- B SHEET: 7 OF 9 SEALANT BETWEEN BUCK AND OPENING BY OTHERS 2lir MIN. EDGE DIST. [C] CONCRETE/ MASONRY • o • • o . e • BY OTHERS ]114° MIN. EMBEDMENT • e , • o • o . s • O• • O• • • • [C] EXTERIOR FINISH•K 1 BY WOOD BUCK BY OTHERS �• _l BY OTHERS [A] PERIMETER SEALANT C=7 BY OTHERS BYINSTALLER 1BY WOOD BUCK IBI 3116' DIA MASONRY ANCHOR BY OTHERS SEALANT BEHIND [AI AND OPENING BY OTHERS 1/4" MAX SHIM FLANGE BY INSTALLATION ANCHOR, 3116' DIA. 4 ° [g] INSTALLER MASONRY ANCHOR W/ HER 4.'. ► 2 BY WOOD BUCK INSTALLATION ANCHOR, ° 1/4" MAX SHIM 3/16• DIA. MASONRY ANCHOR [c] �EXTERIOR W/ WASHER THRU SCREW SUPPORT FINISH [C] HIGH STRENGTH STRUCTURAL GROUT BY OTHERS CONCRETE/MASONRY 131V MIN EMBEDMENT BY OTHERS FLANGE BY 1BY WOOD BUCK IBI 3116' DIA MASONRY ANCHOR BY OTHERS SEALANT BETWEEN BUCK [AI AND OPENING BY OTHERS 4 •••° 1/4" MAX SHIM �[B] INSTALLATION ANCHOR, 3116' DIA. 4 ° ► • ► THRU SCREW SUPPORT MASONRY ANCHOR W/ HER 4.'. ► 2 BY WOOD BUCK THRU SCREW SUPPORT ° 1/4" MAX SHIM [A] [c] �EXTERIOR IBI FINISH AND OPENING BY OTHERS BY OTHERS �... SILL STOOL +e,•?. s: . e•P : BY OTHERS o. e.• s..s e• •R e • • ,s O s. ,s•o. USE SOLID WOOD (—C-'� = o s s . • • • > o n e� •• :.s•.0. e, a • s s • ;� o. s.� SUPPORT TO MAKE SILL LEVEL BY OTHERS $10 MIN. EDGE DIS .e.v r. , [CI •e •e • e. • • s e: s. 1 114" MIN. EMBEDMENT CONCRETEIMASONRY (C] BY OTHERS •A•e SEALANT BEHIND 131V MIN EMBEDMENT INSTALLATION ANCHOR, FLANGE BY ' . ' 2 BY WOOD BUCK IBI 3116' DIA MASONRY ANCHOR INSTALLER ta/ WASHER THRU SCREW [DI SUPPORT [C] PERIMETER SEALANi 0 910 WOOD SCREW WIWASHER ► • ► THRU SCREW SUPPORT BYINSTALLER ► 2 BY WOOD BUCK • BY OTHERS 1/4" MAX SHIM [A] �EXTERIOR IBI FINISH AND OPENING BY OTHERS BY OTHERS �... SILL STOOL +e,•?. s: . e•P : BY OTHERS o. e.• s..s e• •R e • • ,s O s. ,s•o. USE SOLID WOOD (—C-'� = o s s . • • • > o n e� •• :.s•.0. e, a • s s • ;� o. s.� SUPPORT TO MAKE SILL LEVEL BY OTHERS �e•�-: IMILAR FOR 2BY INSTALLATION. e HOWN BELOW. • e. • • s e: s. 1 114" MIN. EMBEDMENT CONCRETEIMASONRY (C] BY OTHERS Z_lil°. MIN. EDGE DIST. T ,� — �— SEALANT BEHIND 7 7L4° MIN EMBEDMENT FLANGE BY INSTA [C] PERIMETER SEALANT EXTERIOR FINISH BYINSTALLER BY OTHERS B HORIZONTAL SECTION e FRAME(MASONRY) SEALANT BEHIND FLANGE BY INSTALLER SUPPORT `U�I 1f� II IW MAX. SHIM mP) PERIMETER SEALANT O BY INSTALLER BY OTHER T ERRS MSH p .D . b D . s D . i • ° D ° • ° ° s • ° ` ° D s' • D 1114' MIN. EMBEDMENT D.Q°•OD.> p D D D D p D (TYP) D D,°p p °D.� D. •s.s,°�° BY U ALTERNFFRAME(MASONRy0. ATE CAST SILL DETAIL A VERTICAL SECTION X� 8 FRAME (MASONRY) PROPFWARYANDCOWIDENTULL 12/14/11 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. 2 -IM MIN. EDGE DIST. (TYP) REFERENCE NOTES [A] SEE NOTE 10, BHT 1 [6] SEE NOTE 283, SHT 2 [C] SEE NOTE 4, BHT 2 [D] SEE NOTE 6, BHT 2 [E] SEE NOTE S, SHT 2 131V MIN EMBEDMENT [0] 1/4' MAX SHIM ' . ' 2 BY WOOD BUCK IBI BY OTHERS [A] C ► 0 ► 3111° MIN. EDGE DIST. [DI - i • ► . INSTALLATION ANCHOR, 0 910 WOOD SCREW WIWASHER ► • ► THRU SCREW SUPPORT roI ► 2 BY WOOD BUCK • BY OTHERS [A] �'••' iR SEALANT BETWEEN BUCK AND OPENING BY OTHERS PERIMETER SEALANT BYINSTALLER EXTERIOR FINISH BY OTHERS (—C-'� HORIZONTAL SECTION 8 FRAME (WOOD) HEAD AND JAMB IMILAR FOR 2BY INSTALLATION. [IYDTE: ILL INSTALLATION SAME AS HOWN BELOW. SUPPORT `U�I 1f� II IW MAX. SHIM mP) PERIMETER SEALANT O BY INSTALLER BY OTHER T ERRS MSH p .D . b D . s D . i • ° D ° • ° ° s • ° ` ° D s' • D 1114' MIN. EMBEDMENT D.Q°•OD.> p D D D D p D (TYP) D D,°p p °D.� D. •s.s,°�° BY U ALTERNFFRAME(MASONRy0. ATE CAST SILL DETAIL A VERTICAL SECTION X� 8 FRAME (MASONRY) PROPFWARYANDCOWIDENTULL 12/14/11 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. 2 -IM MIN. EDGE DIST. (TYP) REFERENCE NOTES [A] SEE NOTE 10, BHT 1 [6] SEE NOTE 283, SHT 2 [C] SEE NOTE 4, BHT 2 [D] SEE NOTE 6, BHT 2 [E] SEE NOTE S, SHT 2 11/2° MIN. EMBEDMENT [EI SHEATHING BY OTHERS SEALANT BEHIND FIN aee 88 WOOD SCREW W/ WASHER IE] BYINSTALLER [� 1/4' MAX SHIM 6T lm IALLm 2 BY BUCK OTHERS EXTERIOR FINISH IAl BY OTHERS .1L14" MIN EMBEDMENT 2 BY WOOD BUCK IE) BY OTHERS 1/4" MAX SHIM [A] IBI --JW MIN EMBEDMENT WINDOW WRAP [E7 BYINSTALLER INSTALLATION ANCHOR, 1/4• MAX SHIM S8 WOOD SCREW ANCHOR [BI W/ WASHER [E] 1 1/2° MIN. EMBEDMENT [E) BY OTHERS EXTERIOR FINISH BY OTHERS SEALANT BEHIND BYINSTALLER EVERTICAL SECTION 8 FIN (WOOD) PROPRWARYANDCOWMENM 1VI4/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR PS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WIDOW SYSTEMS, INC. 15 PROHIBITED. [� 1/4' MAX SHIM 6T lm IALLm [BI IW MIN EMBEDMENT 9 HOR TION PERIMETER SEALANT e u FIN (WOOD) BYINSTALLER • REFERENCE NOTES: WINDOW WRAPIto [A]SEE NOTE 10, BHT 7 BY INSTALLER BHT SEE NOTE �4, e o a [C] SEE NOTE SHT 2 2 BY WOOD BUCK [DI SEE NOTE 6, SHT 2 o" BY OTHERS [E[ SEE NOTE 6, SHT 2 EXTERIOR FINISH i• [A] BY OTHERS • e• INSTALLATION ANCHOR, o•" @8 WOOD SCREW ANCHOR B1 UPDATED PER 2010 FBC 12/6/2011 SEALANT BEHIND FIN W/ WASHER Iq LUCAS A. TURNER, FL P.E. 68201 A I UPDATED PER NEW FBC REQUIREMENTS 7/07/2008 BYINSTALLER 1 1n^ MIN. EMBEDMENTSHEATHING E N°SF ��i_N&WWDGW�S&DOORS 1 BY OTHERS -4-0p_,.�oC ��1 EVERTICAL SECTION 8 FIN (WOOD) PROPRWARYANDCOWMENM 1VI4/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR PS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WIDOW SYSTEMS, INC. 15 PROHIBITED. Florida Building Code Online 13r da Dt p.`.mon[,' Busines ,)) Professional Regulation http://floridabuilding.orWpr/pr app_dtl.aspx?pmn,—wGEVXQwtDgv... — - t_ 9.�Iry,• BCS Home Log In User RegWatbn Hat Topics Sulunt Surcharge Stats & Fatts Pub0cathns FBC Staff BCS Ste Map Lkft Search i Product Approval u$BR: Pubte user Product Approval Menu > Product or Appkatbn Search > Aopkatbn List > Appkation DetaB 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/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Jeff Thompson Address/Phone/Email FL * FL7067-R4 Ocala, FL 34474 Application Type Revision Code Version 2010 Windows Application Status Approved Compliance Method 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/Email 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 (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 Lucas A. Turner the Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 03/01/2014 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL7067_R4_COI EvalReD CWS -157B (HS -8200 IMPACT).Ddf 1 of 3 5/15/2013 4:26 PM Florida Wilding Code Online Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products http://flori&building.org/pr/pr app dtl.upx?param=wGEVXQwtDgv... Standard AAMA/W DMA/CSA/ 101/I. S.2/A440-05 ASTM E 1300-04 ASTM E1886-02 ASTM E1996-02 PA/TAS 201/202/203 Method i Option D 12/12/2011 12/16/2011 12/22/2011 01/31/2012 Year 2005 2004 2002 2002 1994 FL # I Model, Number or Name Description 7067.1 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Fig/Fin Horizontal Slider (Impact) 74x54, XO. Umits of Use Installation instructions Approved for use In HVHZ: Yes FL7067_R4_II_CWS-1578 (HS -8200 IMPACT).adf 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_R4_AE_DuPont PVB NOA 11-0624_Oi.Ddf FL7067 R4 AE EvalReD CWS -157B (HS -8200 IMPACT).Ddf FL7067 R4 AE Mikron NOA 11-0830 09.Ddf Created by Independent Third Party: Yes 7067.2 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Flg/Fin Horizontal Slider, Impact, 111° x 63°, XOX. Umits of Use Installation Instructions Approved for use in HVHZ: Yes FL7067 R4 II CWS -232B (HS -8200,0X, 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 Outer: Large Missile, 1110 x 63°, XOX, +/- 60 psf. FL7067 R4 AE DuPont PVB NOA 11-0624_O1.Ddf FL7067 R4 AE DuPont SGP NOA 11-0624 02.Ddf FL7067 R4 AE EvalRen CWS -232B (HS -8200, XOX, IMPACT).Ddf FL7067 R4 AE Mikron NOA 11-0830 09.Ddf Created by Independent Third Party: Yes 7067.3 1 HS -8200 Vinyl Horizontal Slider I HS -8200 Vinyl Fig Horizontal Slider, 73° x 624, XO or OX. Umits 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 620, DP = + 60, - 75 psf, Installation Instructions FL7067 R4 II CWS -399A (HS -8200, 73x62, 75DP, IMPACT).adf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports 2 of 3 5/15/2013 4:26 PM � Florida Bt ilding Code Online http://floridabuilding.org/pr/pr app dtl.aspx?pwam=wGEVXQwtDgv... Impact. FL7067 R4 AE DuPont SGP NOA 11-0624 02.Ddf FL7067_ R4 AE EvaIReD CWS -399A (HS -8200, 73x62, 75DP, IMPACT).Pdf FL7067 R4 AE Mikron NOA 11-0830 09.Ddf 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-1868 (HS -8200, 72x63, IMPACT).adf 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, 720 x 630, DP = +/- 60 psf, Al. FMR. FL7067 R4 AE DuPont PVB NOA 11-062401.0 FL7067_R4_AE_EvaiReD CWS -186B (HS -8200, 72x63, IMPACT).Ddf FL7067 R4 AE Mikron NOA 11-0830 09.adf Created by Independent Third Party: Yes The Slate of Florida Is an AA/EEO employer. Couvrioht 2007-2010 Stam of Florida.:: :: Refund Statemerrt Under Florida law, mall addresses are public records. H you do rot want your e -mall address released in response to a public -recons request, do not send electronic mall to this entity. instead, contact the ofd by phone or by badtlorwl mag. 9 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 Deparbnett with an mall address Ir they have one. The malls provided may be used nor official communication with the licensee. However emall addresses are public record. If you do riot wish to supply a personal address, please provide the Department with an enual address which an be made available to the public. To determine IF you are a licensee under Chapter 455, F.S., please click hw-. 7 =7 --' I =;f,- I Ire d r AFE 3 of 3 5/15/2013 4:26 PM HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMPACT) L6, 7 ---------------- 1121/4"---------------------� MAX OVERALL FLANGE WIDTH MAX UNIT WIDTH /E 1 DESIGN PRESSURES & GLAZING................3 SECTIONS & ALT. FRAME .............................4 EXTRUSIONS & BILL OF MATERIALS ........... 5 INSTALLATION DETAILS.............................6-7 i I I /� MAX. OVERALL 84 i/4- BALL B GE FLAN HEIa HT j/-� 83" 1 I MAX 1 1 UNIT gy' HEIGHT r A V /r, I 58 8118° MAX SASH 1 I I I HEIGHT ( I 98119° GLASS I p � I � I DLO i fo - 5813118'— GLASS GLASS OLD ` – 53 314" --- – 4�-- 2� GLASS MAX SASH WIDTH DLO DESIGN PR RA IN –IM +60 L6, 7 i i DESIGN PRESSURES & GLAZING................3 SECTIONS & ALT. FRAME .............................4 EXTRUSIONS & BILL OF MATERIALS ........... 5 INSTALLATION DETAILS.............................6-7 i I I /� MAX. OVERALL 83" 1 I MAX 1 1 UNIT gy' HEIGHT r A V /r, I 58 8118° MAX SASH 1 I I I HEIGHT ( I 98119° GLASS I p � I � I DLO i fo - 5813118'— GLASS GLASS OLD ` – 53 314" --- – 4�-- TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS................1 ANCHOR SCHEDULE AND NOTES...............2 DESIGN PRESSURES & GLAZING................3 SECTIONS & ALT. FRAME .............................4 EXTRUSIONS & BILL OF MATERIALS ........... 5 INSTALLATION DETAILS.............................6-7 Lum A. Turner, P.E. 2011-12-0712:08-05:00 i PROPRIETARY AND COKTDENTAL 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 PER0.ASSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROKINTED- 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: "X/0/X" 4. DESIGN PRESSURE RATINGS: -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 -13D0. 5. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6-7 FOR INSTALLATION DETAIL. WINDLOAD 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. 8. 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 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = 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 `-- - Ir MAX O.C. (TYP) A 8" 6" - INSTALLATION �.. 6" MAX. (TYP) - - f- 14" � ^�I ANCHORS TYP. 4" MAX --- S" MAX O.C. ---INSTALLATION 3° (TYP) r (TYP) ANCHORS TYP. MAX. O.C. 3"�-1 6" MAX. (TYP) 4" MAX `-- (TYP) 0.1 �I�-- 6" MAX O.C. - 1 1 (TYP) I 1 18" MAX. O.C. I 1 1 (TYP) SWEEP LOCKS ONLY ENGAGED DURING T 3UiEEP LOCKS ONLY HURRICANE ENGAGED DURING / HURRICANE. -------- LOCKS ARE LOCATED AT THE THIRD POINTS LOCKS ARE LOCATED 1 I I ALONG THE FRAME 1 r 1 --- -- - - --._--- - '-'1'- ----- -- - - --- -7�--- OAI V n AT THE THIRD POINTS ALONG THE FRAME ® I JAMB INSTALLATION ANCHORS TYP. �-- C s ANCHOR LAYOUT - (FLANGE) f- FRMAE OPENING) ANCHOR LAYOUT - (PINI IMASUNRY HRU WVUNG FIN IWOOD OPENING( NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHORS SAME AS HEAD. 2. SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED. y4.3116" DIA ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2112" SHALL fE ACHIEVED IN EITHER DIRECTION. 5. #10 WOOD SCREW ANCHORS MUST SE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/e" INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 7/8" SHALL BE ACHIEVED IN EITHER DIRECTION. 6. #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 1/4" 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 2010 FBC DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 11/07/2011 S. INSTALLATION ANCHORS SHALL 8E IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL CASA. TURNER, FL P.E. 58201 AlUPDATED PER NEW FBC REQUIREMENTS 07/03/2009 T BE USED IN SUBSTRATES WITH STRENGTHS LESS E MINIMUM STRENGTH SPECIFIED BELOW. 01 ... 154ftm 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: ��`�,p � G E AI�SPC } 1� A WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.55 (SOUTHERN PINE OR GREATER) : 3V; v F •.2•� B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. r:o 58201 . P- 1900 SW 44TH AVE. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). OCALA FLORIDA 34474 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE •: : jrL I I E ANCHOR SCHEDULE & NOTES- LARGE MISSILE IMPACT OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT SLATE OF k/C ri=,Ier.. a, rl L. "` ): VERSION OF THE REFERENCE DOCUMENTS: PROPWETARYAND CONFIDENTNL 12/07/11 �oT••.At p %ate,' 8200 ADE 01/02/2009 FMAIAAMA I OO(FIN WINDOWS), FMA/AAMA200(FLANGE WINDOWS), THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM FMANVDMA 250(BOX WINDOWS), FA/iPJAAPAAIVNDMA 300(EXTERIOR DOORS). WINDOW SYSTEMS. INC. THE SYSPART .4 .:;R; PVC HORIZ SLIDER NTS CWS 132 �,?iIOw1810% OFF CUSTOM WINDOW . INC.IS PROHISITEo `LV LE'g "' ' 2 OF 7 -7/8° OVERALL -- -----7/8" OVERALL -------_--- 3/18' ANNEALED OR TEMPERED - ------ 1/8" ANNEALED OR TEMPERED _-� r- -------114" AIRSPACE ----31S' AIRSPACE -- 7118" LAMI. LAMI. ------118° ANNEALED _--------3118" ANNEALED ------,090 DUPONT PVB INTERLAYER -- - _----,090 SENTRY GLASS TONOPLAST INTERLAYER ANNEALED --3118" ANNEALED I PURFECT GLAZE'H" PURFECT GLAZE'H" SIKAFLEX 552 8' SIKAFLEX 552 112" GLASS BITE 1/2" GLASS BITE M-117 Mag nm e GLASS TYPE A siFULGLASS FROM,A4�4 L SIZE L SIZE B UPDATED PER 2010 FBC 11/07/2011 LUCAS A. TURNER, FL P.E. 5B2o1 AlUPDATED PER NEW FBC REQUIREMENTS 07/03/200 ♦� R N' �• ,,��`�p�.� ;, C F. N �C :-'P��••. � 1VWDOWS A DOORS 58201 :�P : 1900 SW 44TH AVE. SECTION VIEW C -C * t * OCALA, FLORIDA 34474 Z ' v : 2 17LF GLAZING - LARGE MISSILE IMPACT STATE OF :4t: _ PROPRIETARY AND coNFnleNTaL 12/07/11 %�n••,��P: �Zs��` 8200 ADE 01!02/2009 WINDOW YSTEMSoN.AOF NYREPRODUCTION P ODUCTIO NPARS,ORAS WHOLE IWITHOUT THE THE INFORMATION CAINED IN THIS DRAWING IS THE SOLE PROPERT—rY OF CUSTOM,,�lgI�ONA,�NG,,, .n�.. PVCHORIZ.SLIDER�[f�Lc_ I_F 1:1 CWS -232 13 3OF7 J INTERIOR SECTION VIEW A -A ITEMS 29, ' 6, 41, 4 , 4 , 0, 53, AND 54 ►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 4z PR13PFWARY AND COM1FIDeNnU IM7/11 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. nil FRAME HOOK LOC. t FRAME SASH CLIP -� IMPACT HOOK SPACING. 1) HEAD HOOKS: A) 8" FROM UNIT EDGE TO EDGE OF HOOK 8) A THIRD HOOK IS CENTERED IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 61 3/41. C) INNER HOOK 3 7/8" FROM EDGE OF MTG RAIL 2) SASH 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 613/4'. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 1/4". 181 UPDATED PER 2010 FBC FL P.E. 88201 I AlUPDATED PER NEW FBC REQUIREMENTS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 11/07/20111 rrLL SECTION VIEWS & ALTERNATE FIN FRAME - LARGE MISSILE IMPAC r.I 8200 mrivNev ADE 01/02/200 `" PVC HORIZ. SLIDER NTS "'' f° CWS -232 40F7 hem H Part H Description Vendor Material 1 H6Ml WM Fr., SH w 11`19., PVC, Head Won PVC 2 H-1=1 Main Fr., SH, w ft., PVC SM Won P/C 3 FM31 Mabe Fr., SH, wfFlg., PJG L. Jb. Mkron PVC 4 H43031 Main Fr., SH, w ft., PVC, R Jb. Won PVC 5 1+1681 Heavy Duty Meet Rall, Akan, Fxd Keymark Akan 6 S -16M Rebd. S.B.R/S.S.R KWymark Atu n 7 H-6027 Sash Meet Rall, PVC kwon PJC 8 H•1497 PAW. Sash Meet Rep Keymark Alum 9 K6028 Sash Bottom Rall, PVC(S.S.R for HS) Won PJC 19 5-1498 ReW. S.S.R/S.S.R Horst. Keymark Alum I t K6004 Sash Side/fop/Bot Rail Muton PVC 12 S•8005 Roper, track PJC Won PVC 13 S-6064 Gla. Ed., 7/8',Fxd, Horiz. Won PJC Y4 S-6064 Glz. Bd., 7I8",Fxd, Vert, Won PJC 15 S-6077 Fixed Rap Cover Muton PVC 16 5-1778 Roger, track Keymark Akan 17 S-=3 Scm AdspL, w/13b, PVC, Hain. Won PVC 18 S•6014 Scm. Adapt, PVC, Vert Won PVC 21 S•16W Sash Catch, PVC, "act Keyffiark Alum 23 FL3804 Roper. Tandem M&M Nylon 24 P-3783 Lock brpact, PVC Interlock 25 P-3784 Keeper, In"at, PVC Interlock 26 P-4479 Weep Cover w / Flap M&M Nylon 28 P-3429 VVstp., 0.270 x .187 back FinSeal, Gray Ultrafab 29 P4838 #8 x 21/2 Ph Truss SMS Ajax Steel 30 S-1112 gazing Bead Keymark Alum 32 P -4051W #8 x 1114 Ph FHTEH, Wht. Fastanal Steel 33 P-3541 #8 x 1/2" FM Pan Tek @ Frame htpact Hook Fasten] Steel 34 P3010 Bub Vinyl w / F W Base, .350 High Amesbury Vbryi 35 PL3559 #8 x 3/e" Screw, @ Frarre tapact Hook Fastens] Steel 36 PL3342 Seem Sealer, SM -5504 Schnee Sfcone 37 P-3752 Cap Plug, 10 HMW M&M Nylon 38 Rafect Glaze "H', SkaFlex 552 Henkel / Silicone 39 FL3118 Kasper, Sw sap Lack Sullivan Zhc 40 P•3352 Set Bk, 85 Dur., 10 x 518" x 2" Lg. FrankLow a Rubber 41 P-3738 HS -S200 Gold Cert Label, WRC Tab, krpaet ASTA'E 42 P-3881 TerWary Lbl. (NFRCIDP/ 43 P-3613 CM Lbl. (logo) 44 GLASS See shest3 46 P4632 Sw eep lock SuBven zinc 47 P-4633 1/2" Barrell and Screw Mail 48 P•3511 #8 x 360 Square Parr Tek a KEEPER Apmstal RopForm 49 P-3218 Screen Frame, Aprtrets! RoForm 50 83321 Screw Frartle Comer Key AMtstal Nylon 51 P•3581 Screen Goth, 18 x 16 Fiberglesa 52 P-3228 Screen Spline, A65 De., Bk Dapa 53 P-3029 Screen Pup Tab SUmrit $4 P-3033 Screen Sprbtg, SS ma. Sp" 55 S-1577 Frame Catch, Head, PJC, HS Keymark jAlum 57 Han Man Fr.,HS, w/Mm,PVC Won P/C 58 1 P.3113 Screw Support, PJC IT -5138 Rubber TE: E 19, 0, 2,2 , , 56 AR N T USED. ALUMINUM EXI RUSIONS ARE 6063•T8. PVC FRAME FLANGE -8031 PVC FRAME FIN-BD26 ALUM ROLLER TRACK -1776 r --O 3116" I PVC SASH MTG. RAIL -6027 I 5/8" ALUM HD MTG RAIL -1681 _.---- 5" -----� 518" 518" PLAN VIEW ALUM SASH IMPACT HOOK -1556 3116" SCREW SUP. -3113 (2)` r- 1 5116" -i _� -1 IT 91 30, ALUM. SASH REINF. • 1y899 ALUM GLAZE BEAD -1112 L PROPRIETARY AND CONFIDENTIAL 12/07/11 FKE INFORMATION CONTAINED IN THIS DRAVLING IS THE SOLE PROPERTY OF CUSTOM MNDOIN SYSTEMS INC. ANY nEPROnIICTVIN,. GAA1--AU-11111-1— -1118" L_. ALUM SASH MTG. RAIL -1497 PVC SASH SIDE RAIL -6026 3/16" - ALUM S.B.R./S.S.R. -14! U JL318" J3/16" UII--1 11/8" ( 1 F- 3118" PVC ROLLER TRACK �! 8005 �- PVC SASH TOP/BTM RAIL -6004 (� tl2" !f 114" PVC SCREEN CATCH - 601 15/18"may �5� 11/6" -+-- PVC GLAZESEAD- 6064 --- ALUM FRAME IMPACT HOOK -1577 PVC SCREEN SUPPORT -601 SEALANT BETWEEN BUCK -- 1 BY WOOD BUCK 114" MAX SHIM --+•� - - AND OPENING BY OTHERS BY OTHERS (A) -�+ - 114" MAX SHIM Iel CONCRETE/MASONRY - I [B] --- BOTTOM SWEEP LOCK ACITVATED ONLY ---- I BY OTHERS - - DURING HURRICANES. - 1,W MIN EMBEDMENTIOI INSTALLATION ANCHOR. WlS" DIA, MASONRY SCREW 4 • s' o• w/ WASHER THRU SCREW \ 4 ' + • - 74 MIN EDGE DIST SUPPORT, (C) •.' i_-� .•.• INSTALLATION ANCHOR, 'a'e •: 910 WOOD ANCHOR WI ------ I . • • • • WASHER THRU SCREW 2 ill" MIN CONCRETEIMASONRY - EDGE DIST ' e • SUPPORT. [Dj BY OTHERS { [Cj -- - �4��.. .�• s ., 2BtWOOD BUCK SEALANT BETWEEN BUCK SEALANT BEHIND SEALANT BEHIND --•• BY OTHERS (A) - i } i t AND OPENING BYOTHERS 1.1(4" MIN EMBEDMENT+ -----i FLANGE BY FLANGE BY ` INSTALLER INSTALLER ICI SEALANT BETWEEN BUCK EXTERIOR FINISH - - PERIMETER SEALANT ANC OPENING BY OTHERS ICI 211 MIN EDGE DIST-- h----� BY OTHERS BY INSTALLER PERIMETER SEALANT - EXTERIOR FINISH BY INSTALLER BY OTHERS ----- C HORIZONTAL SECTION • s : i • / B HORIZONTA_L_8ECTION �8 jFRAME (WOOD) 1 I MIN EMBEDMENT e. s• •s •.rs; '• ` g- -- --- (C) s. . •. s1 •; `}FRAME(MASONRY) O HEAD DJ B ISIt---------�. • • • 1. • . • - ---I BY WOOD BUCK ILL) INSTA LAR R TION SAME AS SHOWN OW, BY OTHERS [A) EXTERIOR FINISH ---�-- _ _ BY OTHERS -- 1/4" MAX SHIM PERIMETER SEALANT— [� - INSTALLATION ANCHOR, 3/18" DIA BY INSTALLER - MASONRY SCREW vdNEOPRENE BACKED WASHER THRU SCREW SEALANT BEHIND ---' I 1--- INSTALLATION ANCHOR, SEALANT BEHIND SUPPORT. [C) --- / FLANGE BY L 3H8" DW. MASONRY SCREW FLANGE BY -- SEALANT UNDER SCREW INSTALLER wfWASHER THRU SCREW INSTALLER � � - HEAD BY INSTALLER SUPPORT. [C) PERIMETER SEALANT ---,'\1/4" MAX SHIM BYINSTALLER —.---_�-lei --INSTALLATIONANCHOR,3118"610. MASONRY SCREW wfNEOPRENE BYTOTHERSOR INISH BACKED WASHER THRU SCREW p • de �•p i ' ' p pp p p • •� ► D J4" MIN EMBEDMENT SUPPORT. [Cj ..p • • p 0 ICI D ep•i••p •D � p •'• • • SEALANT BEHIND -- ---SEALANT UNDER SCREW ►� •D • p p • •p . ►p ��-�-��$ REFERENCE NOTES., FLANGE BY HEAD BY INSTALLER h--2� MIN EDGE DIST INSTALLER CONCRETEWASONRY- JA)SEENOTE E �- HIGH STRENGTH STRUCTURAL BY OTHERS [C1 SENOTE 283, SHT2 PERIMETER SEALANT % GROUT BY OTHERS [C) SEE NOTE 4, SHT 2 [D) SEE NOTE 5, SHT 2 BY INSTALLER [� 114" MAX SHIM D ALTERNATE PRECASTSILL DETAIL [E] SEE NOTE B, SHT 2 �7L [18)e, j �FRAME (MASGNRYj_ B UPDATED PER 2010 FBC 11/O1Y2011 EXTERIOR FINISH •'� ''t'.�.L_I-I-- BY OTHERS a •e '•�O SILL STOOL LUCAS A. TURNER, FL P.E. 532ol A UPDATED PER NEW FBC REQUIREMENTS 07/03/2009 e• • •, '� BY OTHER9 ... tai >:• e: •;' . .. ( -N��unngq i• :••► ►• si • se• •• -USE SOLID WOOD P ......... SUPPORT TO MAKE ♦♦ p. SILL LEVEL, BY OTHERS ♦J•.GE�ilvf&ftORS •• • •i; s• a :> • 'L 7�4" MIN EMBEDMENT Z' ' • No 58201 ' -P 1900 SW 44TH AVE. CONCRETE AASONRY [� ,r ; ; ,� : OCALA, FLORIDA 34474 BY OTHERS 21/2" MIN EDGE DIST> y' L ICl :3%'. S f AT E OF ; <u: INSTALLATION THRU FRAME DETAIL - LARGE MISSILE IMPACT VERTICAL SECTION .e u=. s 8 PR09WETARYAND CONFIDENTW. 12/07/1] �� •.•• � O tCP: ��• 8200 ADE 01/02!2009 FRAME THE INFORMATION CONTAINED IN THIS DRAWINGS �� R ♦ "t�D[I ,�ri� i.r r, (MASONRY) I THE SOLE PROPERTY OF COST ♦ �! ♦ Vis. II - • s�' " • ♦ NTS WRITTEN PERMISSION ANY WINDOW YSTEMSOIN.IS PROMIBITEEDT. THE NO', BONA„� p♦♦♦ PVC HORIZ. SLIDER .1 ,erre B ,hrFr B OS•�32 SHEATHING BY OTHERS\ EXTERIOR FINISH —� BY OTHERS SEALANT BEHIND FIN - BYINSTALLER WINDOW WRAP BYINSTALLER PERIMETER SEALANT BYINSTALLER SEALANT BEHIND FIN BYINSTALLER PERIMETER SEALANT BYINSTALLER WINDOW WRAP ---� BYINSTALLER EXTERIOR FINISH BY OTHERS SHEATHING BYOTHERS -111.2' MIN EMBEDMENT (E] /--- INSTALLATION ANCHOR. #8 WOOD SCREW W/ WASHER [E] f -- 2 BY WOOD BUCK BY OTHERS (A) -114"-- MIN EDGE DIST �-- 114' MAX SHIM (B) -1/4" MAX SHIM [B] 2 BY WOOD BUCK--� BY OTHERS [A] INSTALLATION ANCHOR, -\ 98 WOOD SCREW W/ WASHER [E] \ 17L2" MIN EMBEDMENT (E] r IM" MIN EDGE DIST (E] 1/4" MAX SHIM (e] BY OTHERS °••'•oo' %oQ �•� $ •• EXTERIOR FINISH --I-- WINDOW WRAP BY OTHERS BYINSTALLER SEALANT BEHIND FIN — -- PERIMETER SEALANT BY INSTALLER BY INSTALLER F= HORIZONTAL SECTION 7 FIN (WOOD] - 5a 825yr-- ---L —1J.4" MIN EDGE DIST Dip JEJ g D• .. - 2 BY WOOD BUCK � _. BY OTHERS (A) ,•ro wa;�• INSTALLATION ANCHOR, o•D•a #8 WOOD SCREW W/ WASHER (E] 1112' MIN EMBEDMENT [E] xz E VERTICAL SECTION PROPRIETARY AND COI1FIDeNTML 12/07/11 7 FIN THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM (WOOD) WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PEIUMSSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED, FL REFERENCE NOTES [A] SEE NOTE 10, SHT 1 [B] SEE NOTE 283, SHT 2 [C[ SEE NOTE 4, SHT 2 PI SEE NOTE 5, SHT 2 [E] SEE NOTE 0, SHT 2 Florida Building Code Online �b Business() ProfesSlbnaI Regulatian Mp://www.floiid"ld4org/pr/pr app dtl.&Vx?pamrn vGEVXQ... BCS Home Log 1n User ft6tration Hot TOPICS Submt Surcharge Stals & Fads PubDCMns % FBC Staff BCS SIB Map ! LW6 Search 0j� ,d11 Product Approval 4 ! USER: Rd)k User Product Approval Menu > Product or Anykatbn Search > ApahQ[la->AppY®tbn FL * FL7067-114 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 btenace@cws.cc Quality Assurance Representative Jeff Thompson Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 Ext 221 (fHorizontal m .cc Category dows Subcategory 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 Lucas A. Turner the Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 03/01/2014 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certiflcate of Independence FL7067 R4 COI EvalReu CWS -157B (HS -8200 IMPACT).pdf 1 of 3 5/29/2013 8:00 PM Florida Building Code Online Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Mp://www.floridaWdin&orgtpr/pr app dtl.aspx?param=wGEVXQ... Mandard AAMA/W DMA/CSA/101/I.S.2/A440-05 ASTM E 1300-04 ASTM E1886-02 ASTM E1996-02 PA/TAS 201/202/203 Method 1 Option D 12/12/2011 12/16/2011 12/22/2011 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 = +/- 60 psf, (Impact). Description Year 2005 2004 2002 2002 1994 HS -8200 Vinyl Fig/Fin Horizontal Slider (Impact) 74x54, XO. Installation Instructions FL7067 R4 II CWS -1578 (HS -8200 IMPACI).pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont PVB NOA 11-0624 0l.odf FL7067 R4 AE EvalRep CWS -157B (HS -8200 IMPACT).pdf FL7067 R4 AE Mikron NOA 11-0830 09.odf Created by Independent Third Party: Yes 7067.2 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Flg/Fin Horizontal Slider, Impact, 111" x 63", XOX. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, Ill" x 63", XOX, +/- 60 psf. Installation Instructions FL7067 R4 II CWS -232B (HS -8200, XOX, IMPACT).pdf Verified By: Lues A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont PVB NOA 11-0624 01. ddf FL7067 R4 AE DuPont SGP NOA 11-0624 02.ndf FL7067 R4 AE EvalRep CWS -232B (HS -8200, XOX, IMPACT).pdf FL7067 R4 AE M1kron NOA 11-0830 09.Ddf Created by Independent Third Party: Yes 7067.3 1 HS -8200 Vinyl Horizontal Slider I HS -8200 Vinyl Fig Horizontal Slider, 73" x 62", XO or OX. 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 620, DP = + 60, - 75 psf, Impact. 2 of 3 Installation Instructions FL7067 R4 II CWS -399A (HS -8200, 73x62, 750P, IMPACT).Ddf Verified By: Lues A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont SGP NOA 11-0624 02.pdf FL7067 R4 AE EvaIReD CWS -399A (HS -8200, 73x62, 75DP, IMPACT).pdf 5/29/2013 8:00 PM Florida Building Code Online http://www.floridabWlding.org/pr/pr appdtl.asp�tparam=wGEVXQ... imlma= Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copy= 2007-2010 Stara of FlorWa.:; Under Florida law, email addresses are public records. F you do not want your a -mall address released In response to a publk-records request, do not send electronic mail to this entity. Instead, corrtact the office by phone or by tradRbrw► 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 8 they have one. The emat: provided may be used for official communication with the licensee. However email addresses are pubic 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 pubic. To determine if you are a licensee under Chapter 455, F.S., please dick }aL. Product Approval Accepts: ED ® EB RMW r- - FE 3 of 3 5/29/2013 8:00 PM FL7067 R4 AE Mikron NOA 11-0830 09.0 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 -1868 (HS -8200, 72x63, 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, 72" x 63", DP = +/- 60 psf, Al. FMR. FL7067 R4 AE DuPont PVB NOA 11-0624 01.Odf FL7067 R4 AE EvalRep CWS -1868 (HS -8200, 72x63, IMPACT).Ddf FL7067 R4 AE Mikron NOA 11-0830 09.Ddf Created by Independent Third Party: Yes imlma= Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copy= 2007-2010 Stara of FlorWa.:; Under Florida law, email addresses are public records. F you do not want your a -mall address released In response to a publk-records request, do not send electronic mail to this entity. Instead, corrtact the office by phone or by tradRbrw► 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 8 they have one. The emat: provided may be used for official communication with the licensee. However email addresses are pubic 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 pubic. To determine if you are a licensee under Chapter 455, F.S., please dick }aL. Product Approval Accepts: ED ® EB RMW r- - FE 3 of 3 5/29/2013 8:00 PM HORIZONTAL SLIDER ELEVATION (LARGE MISSLE IMPACT) TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ..........................1 ANCHOR SCHEDULE & NOTES...............................2 OP CHARTS & GLAZING "OX' "X0" .........................3 SECTION VIEWS & ALT. FRAME "OX" "XO"............4 EXTRUSIONS & BILL OF MATERIALS.....................6 INSTALLATION DETAIL.......................................6, 7 Luca A. Turner, P.E. 2011-12-0711:30-05:00 Z°z— PRwwErMYARCCOWMEWft 1217/11 THE N ;ORMAnON CONTAMED IN THIS ORAWINO IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, I1C. ANY REPRODUCTION M PART OR AS A WHOLE WITHOUT THE VAUTTEN PERMISSION OF CUSTOM WMDOW SYSTEMS, INC. IS PROHIBITED. PVC IMPACT REQUIREMENTS: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. Z GLAZING OPTIONS: (SEE SHEET 3) 3. APPROVED CONFIGURATIONS: "0X','7(0" 4. DESIGN PRESSURE RATINGS: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1310. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300. S. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6-7 FOR ANCHOR DETAIL WINDLOAD DURATION FACTOR Cd=1.6 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 HEAD/SILL S. REFERENCE TEST REPORTS: NCTL 2103433-1, 1A, 2,2A 9. SERIES / MODEL DESIGNATION HS -S200. 10. lx 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 0 STAND FOR THE FOLLOWING: X - OPERABLE SASH, 0 = FIXED SASH 12 SECTION CALLOUTS FROM DIX ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 13. WEEP SLOTS =114" X 1" LOCATED 4" FROM BOTH ENDS 12" MAX. O.C. (TYPI SEE NOTE 2 4. MAX. ��r� S" MAX O.C. 6° MAX .� (TYP) A (TYP) SEE NOTE S (TYP) S" MAX I I 1 4_ MAX (TYP) t (TYP) 1T MAX O.C. SWEEP LOCKS ONLY ENGAGEDSWEEP 8" MAX D.C. LOCKS ONLY ENGAGED DURING HURRICANE. (TYP) DURING HURRICANE LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMB JAMB �/ 1 O /� 1 I INSTALLATION ANCHORS TYP. 1 I I I 1 INSTALLATION ANCHORS TYP. C B B °ANCHOR LAYOUT-(FII)THRU ct7t::�) W IwFIN (WOODOPENING) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHORS SAME AS HEAD. 2. SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3116" DLA. ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO AC A BEDMENT OF 1 114" INTO MASONRY THRU FRAME OR THRU'l BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 112" SHALL BE ACHIEVED IN EITHER DIRECTION. S. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8" INTO 2 BY OD A MINIMUM EDGE DISTANCE OF 718" SHALL BE ACHIEVED IN EITHER DIRECTION. 6. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 12" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 1/4" SHALL BE ACHIEVED IN EITHER DIRECTION. 7. 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. B UPDATED PER 2010 FBC 12!7!2011 LUCAS A. TURNER FL P.E. 68201 A JUPDATED PER NEW FBC REQUIREMENTS 7/07/200 S. 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.0,11111111#81 *�0 h T ��•• 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: P�AORFIM p .•'�C E AIS :�¢ •i+ A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.55 (SOUTHERN PINE OR GREATER) ��` �`�G: " �'•:'{A'� B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. v; No 58201 '.'P% 1900 SW 44TH AVE. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). : t ; ; * OCAL.A. FLORIDA 34474 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE X # b *.4U- ANCHO SCHEDU E & NOTES - IMPACT Z STATE OF Ts: OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT %0-. , ERILS: RAWN BY: ATE: SDE +••••�S~�ORIgAC�N�� VERSION OF THE REFERENCE DOCUMENTS: �oR AND c1i�sroM G NO.07/11/2011 MODEL: G. mEln�oRMynoNconnan�� Noc�sTliEsoLEPROPE1217/11 FMA/AAMA 100(FIN WINDOWS), FMA/AAMA200(FLANGE WINDOWS), THIS D DRAWINGT� IS THESTOR ••e S;'•"••••ryS� ` PVC HORIZ SLIDER NTS CWS-186 WIPIDOWSY&TIONCOC.AINEDINNY ION ABAWHOEENATHOUTTO FMAIWOMA250(BOXWINDOWS),FMAIAAMA/WDNW300(EXTERIORDOORS). WR�PERMISSION OFCUSTOM WINDOW SYSTEMS. INC. ISPRONSITED. �••gd��,ip�� REV. ER: HEET: B 20F7 7/8" OVERALL 1/8" ANNEALED or TEMPERED 7118" AIRSPACE 5118" OVERALL 5/18° LAMI IW ANNEALED GLASS 1B" ANNEALED = DUPONT PVB INTERLAYER M DUPONT PVB INTERLAYER 1/8" ANNEALED GLASS VB" ANNEALED 38 PURFECT GLAZE °H" PURFECT GLAZE "hP SIKAFLEX 552 X 582 18 13112°OLA88 W�111KIFLI BITE GLASS SITE ©LASS TYPE A FULL SIZE GLASS TYPE B FULL SIZE B UPDATED PER 2010 FBC 112/7/2011 LUCAS A TURNER FL P.E. aml A JUPDATED PER NEW FBC REQUIREMENTSP7/0712008 0j2RE IV ?.��G € 111 SF:;�Q�t� yY1NDON"S 8 DOOAS i No 58201 -P% 1900 SW 44TH AVE. v; CALA FLORIDA 34474 Z .9 : srarE of '�:LE"XO"-"OX P CHARTS a GLAZING - IMPACT 4V ES: BY: AT: 8�o �E�-...07=11112011 '`r�6S��c I THE NffOR6MTFON COMAINED ISN TFAS DRAWING 18 PROPER�OPICUSTOAfI ��%�,UEL' E: . WINDOW SYSTEMS,P WHOLE WITHOUT THE ��iSfo�A'gC,�p PVC HORIZ SLIDERL": 1:1 CWS -188 WIRITTEN ONOFFCUSTOM WINDoriays� IN13 P B 30F7 EXTERIOR INTERIOR SECTION VIEW A -A TYPICAL VERTICAL SECTION NOTE SHOWS FD(ED GLASS CUTAWAY OTE: ITEMS 2 , , 3e, 40, 41,48, 1, 52 ARE USED BUT NOT SHOWN OR CLARITY. SECTION VIEW C -C ALTERNATE FIN FRAME zx PROPRETARYAND COWIDENTwL 1217/11 THE INFORMATION COWA04M W THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION W PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. " 8" FRAME HOOK LOC. FRAME SASH CUP 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 61 3/4°, C) INNER HOOK 3718° FROM EDGE OF MTG RAIL 2) SASH CATCH:- A) ATCH:A) 2 -Ur FROM SASH CORNER TO EDGE OF CATCH. S) A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 613W. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 114". EXTERIORNl TERIOR SECTION VIEW A -A TYPICAL VERTICAL SECTION NOTE: SHOWS FDIED GLASS CUTAWAY : ITEMS 27, 34, 38, D, 41,48, 1, 52 ARE USED BUT NOT SHOWN OR CLARITY. SECTION VIEW C -C ALTERNATE FIN FRAME yx PROPRETARYAM CONFlDENTINI. 12P7/11 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 WWDOW SYSTEMS, INC. IS PROHIBITED. I I FRAME HOOK LOC. FRAME SASH CLIP IMPACT HOOK SPACING: 1) HEAD HOOKS: A) S° FROM UNIT EDGE TO EDGE OF HOOK. 8) A THIRD HOOK IS CENTERED IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 51374°. C) INNER HOOK 3 718° FROM EDGE OF MTG RAIL. 2) SASH CATCH: 2-112- FROM_ H CORNER TO EDGE OF CATCH. B A THIRD CATCH IS CENTERED IN SASH F UNIT MOTH IS GREATER THAN OR EQUAL TO 81314". SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 1/4". Hmd S® L Jb. R Jb. L Rei FW -1 IWI ver kxrl° ,w/N ,PIC I25 1 P4011 1#8 x 318 Screw, Entre hpact HookFaaOanal Steel 26 P3428 Vlhtp., 0270 x.187 beck FbSeal, Gray l8rafeb 27 P4838 j#8x21r2FhThmsSMS [Alax Istre1 30 1 P4051W 1#8 x 1 114 Ph FH TBC Vft Fastwal Steel LbL 2 PVC FRAME FLANGE -W31 3 7 CONSTRUCTION 23116 " l Z 15V CORNER WELD CORNER WELD (ALL SIDES) PVC SASH MTG. RAIL -=7 I (SIDES) FOM MEETING RAIL WITH OUTEfiFRAME 1 1/4' PVC FRAME FIN -8028 F 1 1/2" JL 9/18" 7/1S° 8g 1118° 44m ALUM SASH MTG. RAIL -1497 AL ROLLER TRACK -1778 15/16" 1 (b - 3118° 6 FOCED! PVCD ILCOVER-8083 0 ALUM FIXED RAIL -1838 1878° 8 6" 5/8° PVC SASH GIDE RAtL-8028 1 5718° 316° L PLAN VIEW ALUM SASH IMPACT HOOK88 15 f-114" � 90 0 PVC ROLLER TRACK 8005 r 3118° 7 1 1 �1�--3°�I �11i2°I� 0 PVC GLAZESEAD-8054 ALUM S.S.RJS.S.R. - 1498 T scREw 3UP.3113 11 1 Sd 3118° 16/8' O 1 44 P3118 lKeoper, Sweep Lock Suivan Zhc ALUM GLAZE BEAD -1112 13116" PVC SCREEN CATCH - 6013 45 R46M jllreftrelftstwer Fastsrel JEW8" 1 'WIG' PVC BASH TOP/81M RAIL-SM1 1/8" •� 46 P3218 Sween P on Alcatel RoViorm 48 P3321 Screen Frame Oorner Key Air stat KVIw 7 vr�18 49 F3M1 Screen QOM, 16 x 16 Fiberglass PhIter 5/18" J so P3228 Screen Bpi a .188 Dia., BAc pap PLAN VIEW PVC SCREEN SUPPORT -8014 ALUM FRAME IMPACT HOOK -16" S 1 P3028 Screen PUi Tab SunrMB 52 83033 Screen Sprft SS Hwbv B rUPDATED PER 2010 FBC 12/7/2011 53 P4rAI 108x 1/2° Oumd PH TB(2 Zkm, @ franc hpact catch Fasteaal btel 1413 4" LUCAS A. TURNER FL P.E. 68201 A JUPDATED PER NEW FBC REQUIREMENTSP7/07rlM 54 66 56 H`S= P3113 8-1172 Mah Fr„ SH, w/ Fln , FVC Screw PVC Gkahg Said MHvon PVC TeamPlasic Rubber AWm g '\��44viDIREyy��b�� 5 p' •�'rG�Qi 67 PVC PVCGLAZEBEAD-60M 16/18" .��, G E F4,9 �•� •. �I�(L1�,.Q�"'/—G/1�'•4G 51658 Sash Catch, hpact Keynark Akan 1118° 1VBmOWS&DOOBS 58 PAM VVrtp., 0.420 x.107 back RnSeA GrayKeyrrerk Ahm ,�'v t No SUM : 1900 SW 44TH AVE SS 5-1677 Frans catch, PVC krpact Keyrrerk ? OCALA, FLORIDA 34474 60 6.1778 Rotar Track Ahpn ALUM. SASH REINF. -1889 Z # : t EXTRUSIONS 8 B.O.M. - LARGE MISSILE IMPACT VW. STATE OF . wE Soo '. !(o S: RAWN BY: ATE: 8200 ADE 1/2011 ,WiA.:, THE INFORtAATtON CONiAftPR M TMS IEMARY AM O�WMES THE SOLE PROPERTY 121O�CUSTOM MODEL: O. N0;07H CWS O T SYSTEMS,WiNDOW WITHOUT THE OFCUS OMw�woowSYSTTEEMMS,iAS -1p -186 ,��oi+�NA;�c��\�� PVC HORIZ SLIDER ALUMIN M9 EXTRUSIONS ARE 6063-T6. O P oOw�e M REV.LETTER.1:2 HEFT: B SOF7 2-= MIN EDGE DIST [C] T I I MIN EMBEDMENT o �• s �• (C] EXTERIOR FIN] BY OTHERS PERIMETER BE BY INSTALLER iLANT BEHIND INSTALLER %LANT BEHIND INSTALLER SEALANT OTHERS s. o K s. ••p.• o.:o .o , O• • •fr• �O• •O• O• O s • gas, • •• �s• O • s••OaO� : 0. �� •O • •P•yO• • O ± > ••� •O s •O:A O •Oi CONCRETEIMASONRY BY OTHERS INSTALLATION ANCHOR, 3/16° MASONRY SCREW w/WA8HER THRU SCREW SUPPORT [C] BUCK AND OPENING BY OTHERS CONCRETFJMASONRY • i BYOTHERS • s. s. s. 1 BY BUCK BY OTHERS [A] 114° MAX SHIM lel INSTALLATION ANCHOR, 311W DIA MASONRY SCREW %WAGNER THRU SCREW SUPPORT [C] 2= MIN [C] EXTERIORFIiISH -I L PERIMETER SEALANT BY OTHERS BYINSTALLER 8 HORIZONTAL SECTION e FRAME (MASONRY) INSTALLATION ANCHOR, 3116° DIA. MASONRY SCREW W NEOPRENE BACKED WASHER THRU SCREW SUPPORT[C] SEALANT UNDER SCREW HEAD BY INSTALLER HIGH STRENGTH STRUCTURAL GROUT BY OTHERS 114" MAX SHIM [el SILL STOOL BY OTHERS O . ,s•o ••USE SOLID WOOD SUPPORT • o o ' TO MAKE SILL LEVEL, ;• •. ; p:o BY OTHERS. • 1 114" MIN EMBEDMENT [C] F -2J= MIN EDGE DIST [C] A VERTICAL SECTION 6 FRAME (MASONRY) BOTTOM SWE DURING HURF SEALANT BEHIND BYINSTALLER 1 3/8" MIN EMBEDMENT N] Zr MIN EDGE DIST [DI INSTALLATION ANCHOR, 1e10 WOOD ANCHOR W/ MASHER THRU SCREW SUPPORT [D1 SEALANT BETWEEN BUCK AND OPENING BY OTHERS D BUCK BY OTHERS - • ,8 [A] C HORIZONTAL SECTION 6 FRAME (WOOD) TE JAMB ILAR FOR 28Y INSTALLATION. 1 1L4_ MIN EMBEDMENT INSTALIATi N SAME AS SHOWN BELOW. ICl MASONRY SCREW %WNEOPRENE 1) WOOD BUCK BY OTHERS [A] • A 1/4" MAX SHIM SEALANT UNDER SCREW HEAD EXTERIORFIiISH -I L PERIMETER SEALANT BY OTHERS BYINSTALLER 8 HORIZONTAL SECTION e FRAME (MASONRY) INSTALLATION ANCHOR, 3116° DIA. MASONRY SCREW W NEOPRENE BACKED WASHER THRU SCREW SUPPORT[C] SEALANT UNDER SCREW HEAD BY INSTALLER HIGH STRENGTH STRUCTURAL GROUT BY OTHERS 114" MAX SHIM [el SILL STOOL BY OTHERS O . ,s•o ••USE SOLID WOOD SUPPORT • o o ' TO MAKE SILL LEVEL, ;• •. ; p:o BY OTHERS. • 1 114" MIN EMBEDMENT [C] F -2J= MIN EDGE DIST [C] A VERTICAL SECTION 6 FRAME (MASONRY) BOTTOM SWE DURING HURF SEALANT BEHIND BYINSTALLER 1 3/8" MIN EMBEDMENT N] Zr MIN EDGE DIST [DI INSTALLATION ANCHOR, 1e10 WOOD ANCHOR W/ MASHER THRU SCREW SUPPORT [D1 SEALANT BETWEEN BUCK AND OPENING BY OTHERS D BUCK BY OTHERS - • ,8 [A] C HORIZONTAL SECTION 6 FRAME (WOOD) TE JAMB ILAR FOR 28Y INSTALLATION. zI:t PROPIWTARYANDCO*MENIHL I20/1I THE INFORMATION CONTAINED IN THE DRAMNG 18 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. INSTALLATION ANCHOR, 3116° DIA. INSTALIATi N SAME AS SHOWN BELOW. MASONRY SCREW %WNEOPRENE BACKED WASHER THRU SCREW SUPPORT [C] SEALANT UNDER SCREW HEAD SEALANT BEHIND FLANGE BY INSTALLER BYINSTALLER 1/4" MAX SHIM PERIMETER SEALANT [B] BYINSTALLER EXTERIOR FINISH By OTHERo p e g g P i P 1 1/4" MIN EMBEDMENT � °p.� p. •O.O'OA° p.°p p • . ° ° P ► , ° ® ► p . p . 4 REFERENCE NOTES: h-21 MIN EDGE DIST [A] SEE NOTE 10, SHT 1 CONCRETEJMASONRY [C1 [e] SEE NOTE 20, BHT 2 BY OTHERS D ALTERNATE PRECAST BILL DETAIL[Cj SEE NOTE 4, BHT 2 8 FRAME (MASONRY)[!7] SEE NOTE 6, SHT 2 [[EEj] SEE NOTE 6, SHT 2 zI:t PROPIWTARYANDCO*MENIHL I20/1I THE INFORMATION CONTAINED IN THE DRAMNG 18 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. 11/2• MIN EMBEDMENT SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS 0.q 2 BY WOOD BUCK 1L4_ MIN EDGE DIST • BY OTHERS (A) IEA SEALANT BEHIND FIN $'•': 2 BY WOOD BUCK BYINSTALLER o°$ % 4#8 BY OTHERS (A) 114' MAX SHIM 0.• INSTALLATION ANCHOR, WINDOW WRAP •. WOOD SCREW W/ BY INSTALLER WASHER [E] °.A•d:4 PERIMETER SEALANT 08 WOODnSCREW W1 WASHER [EJ BYINSTALLER ]14! MIN EDGE DIST [EI 1/4• MAX SHIM 1112 MIN EMBEDMENT [BI [El L— SHEATHING BY OTHERS d •d °'•'�� a e° ad EXTERIOR FINISH BY OTHERS SEALANT BEHIND FIN PERIMETER SEALANT BYINSTALLER BYINSTALLER WINDOW WRAP BYINSTALLER F HORIZONTAL SECTION 1/4• MAX SHIM KIj FIN (WOOD) [BI REFERENCE RTES: 114° MIN EDGE DIST � (A SEE NOTE 10, SHT 1 PERIMETER SEALANT irI [Bl SEE NOTE 283, BHT 2 BYINSTALLER °; 8 [Cj SEE NOTE 4, SHT 2 SEE NOTE S. SHT 2 ' [[D�] SEE NOTE 8, SHT 2 WMINDOW WRAP 2 BY WOOD BUCK B JUPDATED PER 2010 FBC 1121712011 BYINSTALLER BY OTHERS [AJ LUCAS A. TURNER FL P.E. 58281 A JUPIDATED PER NEW FBC REQUIREMENTS 7/07/2008 SEALANT BEHIND FIN t• INSTALLATION ANCHOR, tittttttt4t BYINSTALLER #8 WOOD SCREW W! WASHER DREWb foi E NSR 4�2i EXTERIOR FINISH BY OTHERS O��p',•��G �•i WII�IDOWS a DOORS �; [� MIN EMBEDMENT v; No 58201 % 1900 SW 44TH AVE. ? * ; * s OCALA, FLORIDA 34474 SHEATHING BY OTHERS * •� V ; ; IT ,`.� :9 =, STATE of iU: STALLATtON DETAIL FIN CONST. - LARGE ISSLE IMPACT �i ®•. S: ROPRISTARYI' ,, 8200 �(SFiZIE,�iFS`'...... WN BY: ATE: ADE 07H1/2011 7 FINVERTICAL DSECTK)N .ry INFORMATION CONTAINED DRAWING SOLE PRof��7/11sroat oDEL PVC HORIZ SLIDER ,��4NA NTSCWS-188 �� H ET:O.: WINDOW SYSTEMS, ANY INC.REPCUSTORODUDOWBY PBPART AS AWHOLE� PROHIBIWITHOUT �.LETTEa: WRITTEN B 7OF7