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DATE;; .__ PERMfT NUML� _i PLANNING & DEVELOPMENT -SERVICES DEPARTMENT �BUILDING & CODE REGULATIONS DIVISION C 6 L<li 2300 Virginia Avenue Fort Pierce, FL 34982 (772)462-1553 SCANNED Y APPLICATION FOR REPLACEMENT OF St• Lucie Cunt WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS y 1. LOCATION/SITE ADDRESS: -Iqb i A r +huf S "L& ::�o i -� —re (,L-ee --R - z:)qcc s 2. PARCEL ID NUMBER: 1 jo l - 6 02 -0 O (D (9 - 00,0 �S 3. DESCRIPTION OF PROJECTOR WORK ACTIVITY: 4. TYPE OF STRUCTURE: SIR 5. OWNERS INFORMATION Name:"` A Obz�rej W "z!,W c',n Address: City: �—O'(A Rc a.-R State: Zip:ctS Phone: MOBILE HOME OTHER 6. CONTRACTOR'S INFORMATION FL Reg/Cert #: C E C.C-'U 1 V County Cert #:. Business Name: JF(_ ..4.I�� Phone Number: 1q-1,A-2- -�l 1S a Windows, Swing Doors, Skylights, Fixed Glass Opening Design Pressure A.S.C.E - 7 Design Pressure Product t facure Model # d M Method of Attachment # Florida Product Approval # 120 mph 130 mph 140 mph - Windows &Skylights 1 C-US S i C W S j:g %t00 vov = Cz uea� �t�(o8 C7. Z sin(a12 AN)En-T(— S8Z3. Z Exposure B _ A ced - Exposure C -t (0l - S Overhead Garage Doors < 30' - F.B. . Table 1609.6 (1) + 1609.6 (2) B- Size C- Size VALUE OF CONSTRUCTION: $ 35DC7 FEES DUE: Y—V RECEIPT: OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction and zoning. PRINT QUALIFIERS/OWNERS NAME SIGNATURE OF QUALIFIER/OWNER STATE OF FLORIDA, COUNTY OF b Yt�UJ Z f C% ACKNOWLEDGED BEFORE ME THIS _ -[ DAY OF 'i�e(- , 2010, BY WCQ&0-j (U;l WHO IS PERSONALLY KNOWN TO ME OR WHO HASPRODUCED SIGNATURE OF NO ARY TITLE: NOTARY P LIC .TYPE OR PRIN N. o Sri 84748 MY COMMISSION # DD3 ber 23, 2012 COMMISSION N ER*..� . Y�FIRES pecem '%dc'c3•• Service.com r � l ri 3401ary NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCYOUR PAYING JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE_COUNTY FILE # 3540998 07--WOK 3251 PAGE 2680, Recorded 12/08/'f at 10:03 AM AFTER RECORDING -RE [i N TO: Mwowme Flotlde erd H 7S3ro0thAve PERMITNUMEER- NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement. 1. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER:1301 •(-7,-Gp(pty -Cm.--) SUBDIVISION 'I, ooA BLOCK 13 TRACP LOT of BLDG UNIT -1401 Ar3L„xe 1,r.O :0r+ TIU Nliqsll 2. GENERAL DESCRIPTION OF IMPROVEMENT: W i n i00W S 3. OWNER INFORMATION: a. Name 4c,Zt`ert r.,tbQMt-� b. Address '1`(O1 A (40JYS 21 6�to(1' 7j � Qf G� 6— 34511 c. interest in property( —DO 7 W d. Name and address of fee simple titleholder (if other than owner) 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Florida Home-knprovernettt AaeWdw 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOI1J�tylyQgJ FL 33312 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon who t tices or other documents may be served as provided by Section 713.13 (1)(a) 7., Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 8. In addition to himself or herself, Owner designates the following to .ve a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: _ 9. Expiration date of notice of commencement (the expiration dates 1 year from the date of recording unless a different date is specified) , 20_ p rr'ao, Signature e O vner or Print Name Ltd Provide Signatory's TiUe/O[tce Owner's Authorized Officer/Director/Partner/Manager State of Florida n County of (2 R-)i 'the foregoing instrument was acknowledged before me this , day of 20 1(� Dye C ? i✓V FitC \A r- W � as (Name of person) (Type of authority ... e.g. Owner, officer, trustee, attorney in fact) For (Name of partyon behalf of whom instrument 4onally Known_ or produced the following t CAROB MARTIN %� : • d4t: ION # 008474E3 ( ,n is t n(` 1�J • MY GOMMIS3 ES Dawmber 23, 2012 (Printed Name of Notary Public) Public) y'r1 E1(P1R1NiEaNNse" Ke.anM taerl sests� Under penalties of perjury, I declare that I have read the foregoing and that the facts in a to the best of my knowledge and belief (section 92.525, Florida Statutes). Signature(s) of Owner(s) or Owner(s)' Authorized Officer/Director/Partner/Manager who signed above: Y: By sr. os� nmrc o 1 STATE OF FLORIDA ST. LIT COUNTY TWO, IS Tn r.FRTIFY THATTHIS IS A TRL ORI By: Dal l'1V11 LLa JJ U11LLlllb vVUV Vllllllli 11LLI.J.11 W WW.IIUIIUaiJUliUllig.Vig/pl/pi_tLpp_ULI.dZiPX.IPWUI117—WUJt VA... 91 'c` ' BCLS Home j Log N User Registration I Hot Topics I Submit Surcharge Stats & Facts i Publications ( FBC Staff j BCIS Site Map Links Search Product Approval USER: Public User Product Approval Menu > Product or Acolication Search > FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre@cws.cc Michael La Fevre mlafevre@cws.cc Michael La Fevre ## 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext207 MLaFevre@cws.cc Ralph Emminger ## 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368-6922 Ext208 Ralph@ s.cc Windows Single Hung Report from a Florida Registered Architect or a Licensed Florida Professional Engineer '" Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Roberto Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By _Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL5823 R4 COI 510484A (Eval Reo SH-8100 Imoact)pdf Referenced Standard and Year of Standard ( ) , 'Standard (; Year v _. — AAMA/101/I.S.2-97 1997 AAMA/101/I.S.2/A440-05 2005 ASTM E188&02 2002 ASTM E1996-02 2002 l of 3 10/25/2010 8:32 AM ivi iva liuiiuii% %,,vuc vimim Y i iiuN.ii W W W.uurivauuuuuib.ui�yPiipr_aPP_uu.aspx:paratirWUZv1t... PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method I Method 1 Option D Date Submitted 12/19/2008 Date Validated 01/05/2009 Date Pending FBC Approval 01/09/2009 Date Approved 02/03/2009 Summary. of Products FL # Model, Number or Name Description 5823.1 8100 Vinyl Single Hung 8100 Vinyl Single Hung (Impact) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5823 R4 II CWS-155A (SH-8100 Imnact).ndf Approved -for use outside HVHZ: Yes" FL5823 R4 II DuPont PVB NOA.05-1208 02.pdf - Impact Resistant: Yes FL5823 R4 II Mikron NOA 06-1220 01.ndf Design Pressure: +75/-75 Verified By: Roberto Lomas 62514 Other: Large Missile, 36x62 DP= +/- 75 psf. Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510484A (Eval Rep SH-8100 Impact).pdf Created by Independent Third Party: Yes 5823. SH-8100 Vinyl Single Hung SH-8100 Vinyl Single Hung (Impact) Limi of Use Installation Instructions ApIpoved for use in HVHZ: Yes FL5823 R4 II CWS-155A (SH-8100 Imoact).Pdf proved for use outside HVHZ: Yes FL5823 R4 II DuPont PVB NOA 05-1208 02.pdf Impact Resistant: Yes FL5823 R4 II Mikron NOA 06-1220 01.odf Design Pressure: +67.5/-67.5 Verified By: Roberto Lomas 62514 Other: Large Missile, 53x76, DP +/- 67.5 psf. Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510484A (Eval Rep SH-8100 Impact).Pdf Created by Independent Third Party: Yes 5823.3 SH-8100 Vinyl Single Hung Heavy SH-8100 Vinyl Impact Single Hung w/ Heavy Duty FMR Duty Limits of Use Installation Instructions Approved for use in HVHZ; Yes FL5823 R4 II CWS-369 (SH-8100 Impact 52x72 100 Approved for use outside HVHZ: Yes DP), df Impact Resistant: Yes FL5823 R4 II DuPont SGP NOA 07-1116-04.pdf Design Pressure: +100/-100 FL5823 R4 II Mikron NOA 06-1220 01.odf Other: Large Missile, 52" x 72", +/- 100 psf. Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510965 (Eval Rep SH-8100 Impact 100 DP). df Created by Independent Third Party: Yes 5823.4 SH-8100 Vinyl Single Hung Oriel SH-8100 Vinyl Single Hung Oriel Window w. HD FMR, 5 HI sash. Limits. of Use Installation Instructions Approved for use in HVHZ: Yes FL5823 R4 II CWS-265 (SH-8100 Impact 52x96).pdf Approved for use outside HVHZ: Yes FL5823 R4 II DuPont PVB NOA 05-1208 02.pdf Impact Resistant: Yes FL5823 R4 II DuPont SGP NOA 07-1116-04.pdf :Design Pressure: +67.5/.=67-,5 , .. ,1T .' FL5823 R4 II :Mikron--NOA :0&12.20rU1sodf r. Other: Large Missile, 52" x 96" w/ 5 HI sash, +/- 67.5 psf.'-' Verified By. Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510868 (Eval Rep SH-8100 Impact 52x96).Pdf Created by Independent Third Party: Yes of 3 10/25/2010 8:32 AM IILLIJ.// w w w.i.wi luau uiiuiiiL;.uig pi I j)1_ajJjJ__ULI.abjj2L.,jjai aiir-wkjr_ VA... F----rk -e-R, Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 2000-2010 The State of Florida. All rights reserved. PrivacV Staternen Copyright Statement I Accessibility Statement Plug-in Software I Cuqtorrer Service Survey Contact Us Product Approval Accepts: securitvmcrwrw TruFt d WWro 3 of 3 10/25/2010 8:32 AM L. Roberto Lomas P.E. 1432 Woodford Rd. Clemmons, NC 27012 336-945-9695 Manufacturer: Custom Window Systems 1900 S.W. 441° Avenue Ocala, FL 34474 Product Line: 8100 PVC Single Hung — Impact resistant Engineering Evaluation Report Report No.: 510484A Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 913-72.070 method 1(d); The product listed herein complies with the 2007 Florida Building Code, Product description: Single Hung window, impact resistant made bf white rigid PVC. Frame and active sash were of welded mitered corner construction. Supporting Technical Documentation: 1. Approval document:, drawing number CWS-155 Revision A, sheet 1 of 8, titled PVC Single Hung, prepared, signed and sealed by L. Roberto Lomas P.E. 2. Test reports: a) Report No.: NCTL 210-3168-2, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL. 8100 PVC SH, Frame Installation. TAS 201-94 Large Missile impact Test TAS 202-94 Uniform Static Air Pressure, t75.Opsf design pressure, 10.13 psf water inflitration TAS 203-94 Cyclic Pressure Loading t75.0psf design pressure b) Report No. NCTL 210-3168=2A, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL. 8100 PVC SH, Frame Installation ASTM E 1886-02 and ASTM 'El 996-02 ASTM E 18861E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 18861E 1996 Cyclic Load Test, t75.0 psf design pressure c) Report No.: NCTL 210-3168-3, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL. 8100 PVC SH, Fin. Installation TAS 201-94 Large Missile Impact Test TAS 202-94 Uniform Static Air Pressure, t67.5psf design pressure' 10.13psf water inflitration TAS 203-94 Cyclic PressureLoading ,t67.5 psf design pressure d) Report No.: NCTL 210-3168-313, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL. 8100 PVC SH, Fin Installation ANSI/AAMAINWWDA 10111.S.2-97 Design pressure: t67.5psf Water penetration resistance 10.130sf ASTM E 1886-02 and ASTM El9W02 ASTM E 18861E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 18861E 1996 Cyclic Load Test, ±67.5 psf design pressure 3. Anchor calculations,: report number 510151A, prepared, signed and sealed by L. Roberto Lomas P.E. 1�10��//� w - �_ - r�, �..., TATPO F '�,� s Luis R. Lomas, P.E. 6ONAL1 0FIL 71o.; 62514 2 4 L. Roberto Lomas P.E. 1432 Woodford Rd. Clemmons, NC 27012 _ 336-945-9695 Limitations and Conditions of use: Engineering- Evaluation Report Report No.: 610484A Unitsize 'Max. D.L.O.' Design Pressure Rating Impact Rating Up to 37" x 63" 31 9/16" x 27" t 75.0 psf Lar a and Small Missile Impact Up to 53 118" x 76" 4711/16" x 3311/16" t 67.5 psf Large and Small Missile Impact • Units must be glazed with %" IGU consisting of: outboard lite 1/8" Ann — Air — 5116" laminated inboard lite consisting of 1/8" Ann — .090" Dupont Butacite PVB intedayer-1/8" Ann per ASTM E 1300. • Dupont Butacite PVB intedayer per N.O.A. 05-1208.02 • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind borne debris regions. • Frame material to be white rigid PVC per'N.O.A• 06-1220.01. Installation: • Units must be installed in accordance with approval document, CWS-155 Revision A. Certification of Independence: Please note that I don't have norwill acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). Y ,•�� .° .Q�'. •, 'r/ o. A�*• 05 •*ter TAT 'OF 2 of 2 :� : ^'• /�1 ss/QNaL ��\\\� Luis R. Lomas, P.E. 111��\ FL No., 62514 "` ti 07/16/2006 SINGLE HUNG ELEVATION (IMPACT) PVC IMPACT REQUIREMENT (SHOWN W1 DIFFERENT OPTIONS) 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION 53 U8" -- MAX. OVERALL 53118" 2. GLAZING OPTIONS: (SEE SHEET 3) FLANGE WIDTH MAX. OVERALL 71a° MAX. UNIT WIDTH FLANGE WIDTH 3. CONFIGURATIONS: "01X". 51 718"MO. UNIT WIDTH 4711116' GLASS 01.0 47 11118' GLASS DLO 4. DESIGN PRESSURE RATING: (SEE TAeLESSHEET 3) -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.. }I 681 -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND 79• e a r GLASS TABLES ASTM E.1300. MAX. - ( 33 /2' p ERALL .33111„ OVERALL 7 7 GLASS pLAppE S. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE FLANGE O DLO HEIGHT GLASS SHEETS 6-8 FOR ANCHOR DETAIL HEIGHT - 68114" DLO 74 314' MAX 6. SHUTTERS ARE NOT REQUIRED. MAX UNIT - UNIT HEIGHT HEIGHT 30 12„ 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND 37'u&,l,,w 33 11116" MAX, a27H6" JAMB.SASHDLO HE GHT MAX GLASS SASH BS B.REFERENCE TEST REPORTS: NCTL-2103168-2 , NCTL-2103168-2A, NCTL-21"168-3, NCTL-2103166-38 HEIGHT � 9. SERIES/ MODEL DESIGNATION SH-8100. GLA4 ss D 10. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO 5 HI SASH ORIEL STRUCTURE, BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD.' 6 7 6 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH EQUAL SPLIT 11 SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 3T' MAX OVERALL b$118" FLANGE WIDTH ' MAX. OVERALL - MAX. OVERALL 35314"MAX UNIT WIDTH FLANGE WIDTH FLANGE WIDTH _ 31 9116' GLASS DLO 61 7'Ql MAX. UNIT WIDTH 51 7/8' MAX.; UfJR WIDTH ' 47 11116' GLASS DLO 4711116- GLASS DLO 63" MAX 53 5116" OVERALL O MAX. MAX, FLANGE GLASS OVERALL 33 72' OVERALL 331l2" HEIGHT DLO FLANGE O GLASS FLANGE O GLASS 61 314" , HEIGHT 62 315" DLO HEIGHT 82 1118' OLO MAX = , MAX - MAX HEIGHT 30- - UNIT UNIT 273116" HEIGHT HEIGHT MAX SASH 24 51a' SASH X 21318"GLASS � 2MAX16+ 21" HEIGHT X [� OLDGLA X GLASS U HEIGHT DLO 4 DLO.. . HEIGHT 2815116" GLASS DLO 45 7116" 45 me - ri;; GLASS DLO GLASS DLO E UAL SPLIT A UPDATED PER NEW FBC REQUIREMENTS 07107108 6U/40 SPLIT ORIEL 4 HI SASH ORIEL TABLE OF CONTENTS `aa i " _- .. .. • ... . GENERAL NOTES a ELEVATIONS.....1 AVE. ry s4 ANCHOR SCHEDULE & NOTES .......... 2 � >b :� � Rt74, FLORtDA 34474 DP CHARTS & GLAZING DETAIL........3 `, / . SECTION VIEWS :........... :.......4 F_40L -,—GEARAL NOTES & ELEVATIONS - IMPACT . EXTRUSIONS & B O M ................ 5 r a WN INSTALLATION DETAIL?:................65 '� a AFL c. o PVC SINGLE HUN ADE 717r200B PROPRIETARY AND CONRDENTWL �t•—" b "_ w .�1. •. - VYG. No.: THE INFORMATION CONTANED IN THS ORAwING IS THE SOLE PR o .iarOrO� L='RQBEiiFO DAMS'.9 ..NTS CEPS-155 WINDOW SYSTEMS. ING ANY REPRODUCTION IN PART OR AS ALAM11 7F; _ FL iyy'F10. 6254<' a .-._ WRITTEN PERMISSION OF CUSTOM Y4NDOW SYSTEMS, INC. IS P �:' A ' 1 OF 8gie 1-4 It ' VIA QPC 4sdl;~41i9tr160P • a "SEE NOTE 2 SEE NOTE 2 1a MAXO.C. (TYP.); 4• """ MAX • , MAXI MA%.C.C.FIir (TYP) SEE NOTES A (TYP) MAX O.C. (TYP) 'MAX 14- (7 6" MAX s i 3' 4. _ .MAX (TYP) e Q � • MAX O.C. ' tt• O I6 MAX O.C.' MAX MAX O.C. (nP) 18- . MAX O.C. . INSTALLATION t X ANCHORS TYP.INSTALLATIO U�INSTALLATION ANCHORSTY INSTALLATION ANCHORSTYP. " ANCHORS TYP. ANCHOR LAYOUT- (FLANGE) c-. ANCHOR (FIN) LAYOUT -(FIN) FRANE f C P (IMSONRY OPENING) THRU N✓\IUNG FIN (WOOD OPENING) ISPECIFlC FOR 76D.PJ (SPECIFIC FOR 75D.P.) ANCHOR LAY, (FLANGE)(FLANGE) ' U FRAME 6 CUP (MASONRY OPENINGI (SPECIFIC FOR 67.5 D.P.) NOTES: gr 1. INSTALL ONE ANCHOAT EACH INSTALLATION LOCATION. 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" OIA ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 212" SHALL BE ACHIEVED. S. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 318" INTO 2 BY WOOD BUCK 6. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH"TO ACHIEVE A MIN. EMBEDMENTOF 1 112" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION 7. SEAL CORNERS WITFfSMALL JOINT SEAM SEALANT. fi S. ALL INSTALLATION ATICHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. I'i \� 9. INSTALLATION ANCHQRS 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. H i•' '-' �•-i::i:'eca."••:cry=� BOO SW44THAVE. 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING:PROPERTIE�`•, �' ' � CALA, FLORIDA 34474 A WOOD-MINIMU?X'SPECIFIC GRAVITY OF G=0.42 ' ; ',•.''• 8. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. o y +ANC O SCHEDULI C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N,,TYPE 1 (OR GREATER). =i PROPRETARYANDCONFIOENTYLL 'h .�tio �:> K. .-V . �. VC SINGLEFIUN ANCHOR LAYOUT(FIN1 THRU WUNO FIN(WOOD OPENING) (SPECIFIC FOR 67.5DPJ THE INFORMATION CONTAINED IN TPNS DRAWING IS THE SOLE PROPERTY.O WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE NRT THE ' WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROMIBIYFjL •t L•ROBERTO LOMAS ai •—'8100 FL Jj NO.62514 A _ _ 4-1 vi �d. hi•'t: - ' �� •tic . . �; t TES 7/72W8 A 1—n =I.2OF8 " MODULARSIZIES ILUT - WfM0W3QEI , ""IT(" WIDTH GLASS i1N) TYPE 2TA12 29112 31112 35112 39112 411/2 43112 47111 51112 53V2 56'1l2 59112 63111 66112 '67112 71112 74314 23112 A.B +761;,75 +751-15 +751-75 +7Sl-75 -751-76 +761-75 +751-75 +761-75 +751-75 +751-75 4761-75. +7S1-75 +67.5/-67.5+675/-67.5+67.51-67.5 +67.51-67.5+67.5l-67.6 17112 A.B +75lT76 +761.75 +75/-75 +751-75, +751-76 +751-75 +751-75 +751-75 +75/-75 +751-75 +751-76 +751-75 +67.5.1.61.5 +87.5/-87.5 +67.51-67.6 +67.51-67.5 +67.5/-67.5 29112 A.8 +75Y-75 +751-75 +751-75 +751-75 .+75/.75 +751.75 +751.75 +751-75 +75/-:75. +751-75 +751-75 +751-75 +67.5/-67.5 +6T.5/-67.5 +67.5/-67.5 ••67.5/-67.5 +67.5/-67.5 31111 A.B +764'-.76 +7SI-75 ''+751-75 +751-75, +751-75 +751-75 +76/-75 +75/-75 +75/-75 +751-75 +75/-75 ♦751-75 +67.51-67.5 +67.5/-67.5 +67.5/-STS +67.5/-67.5 +67.5/-87.5 35112 A,B +761''76 +751-75 +751-75 +751-75. +75/-75 -761-75 +751-75 +75/-75 +751-75 +751-75 +75/-75 1 +751-75 +67.51-67.6 +B7.5/-67.5 +67.51-.6T.5 +67.51-67.5 +67.51-67.5 39112 A. B +67.51=67.5 +67b1-87.5 +6751.67.5 +67.51-675 +67.51-67.5 +67.5/-67.5 +6751-67.5 +87.5/-67.5 +67.5l-67X +67.51-67.5 +67,6/-67.5 +67.51-67.5 +67.5/-67.5 +67.5/-67.5 +675/-ST.5 +57.51-67.5 +67.5/-57.5 41 V2 A,B +67.5`(,,67.5 +67.5/-67.5 +67.51.67.5 +67.51-675 +67.51-67.5 +67,61-67.5 +87-51-87.5 +87.61-87.6 +67.5/-67.5 +67.51-67.5 +67.5/.-67.5 +67.51-67-5 +67.51-675 +67.51-67.5 +67.51-675 +67.6/-67.5 +67.6/-67.5 43112 A.8 +67.5%'-67.5 +67.51-57.5 +67.51-67.5 +67.5/-67.5 +57.51-67.5 +67.5/-6T.5 +67.51-67.5 +67.51-67.5 +67.51-67.5 +6751-67.5-+67.5/-67.5 +67.5/-67.5 +67.5/-67.5 +67.51-67.5 +6741-67.5 +67.51-67.5 +67.51-67.5 4T112 A,6 +67,50c67.5 +67.5/-57.5 +67. -67.5 +57.51-87.5 +67.51-67.5 +87.51-67.5 +675/-67.5 +67.51-67.5 +67.51-67.5 +6751-67.5 +57.51-67.5 +87.5/-67.5 +57.5/-67:5 +8T.5l-87.5 +87.5/-6T.5 +675/-67.5 +67.51-67.5 51112 A.B +67,5/-07.5 +07.61.57.5 +6751-67.5 +67.51-67.5 +67.51-67.5 +675/-67.5 +67.51.67.5 +67,51-67.5 +67.51-67.3 +6751-67.5 +87.5/-67.5 +87.5/-67.S +67.5/-57.5 +6T.5/-675 +67.5/-67.5 +67.5/-67.5 +67.5/-87.5 COMMODITY SUES (TIP to TIPI . VOUTH @T-• HEKNIT lIM (IN) GLASS TYPE 26i,;.; 38319 60618 s 63 T2 76 15114 ' A.B +75f75 +751-75 +751-75 +751-75 +67.51-67.5+67.5 26112 A. B +751;<�76 +751-75 +751-75 +751-75 +87.51-67.5 +67.51-67.5 ' 37 A.B +70_;'75 +751-7.5 ./67.5 +75/75 +751-75 +67.51-67.5+67.51-67.5 13 A. 13 +5+67.51-67.5 87.51-67 +675/-67 67.51-67.5 +67.51-67.5 A� 314' OVERALL 314" OVERALL I/V ANNEALED GLASS 1/8" TEMPERED GLASS 6IV AIR SPACE 5/16' AIR SPACE 5N8' LAMINATED S/16' LAMINATED 1/8' ANNEALED GLASS 1/8" ANNEALED GLASS • -3132" DUPONT PV8 INTERLAYER MV DUPONT PVB INTERLAYER 118' ANNEALED GLASS 118" ANNEALED GLASS NOTE: - 1.IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZ 1 A UPDATED PER NEW FBC REQUIREMENTS 07/137108 i aMIII.r-. GLASS TYPE A GLASS TYPE B z800SW44THAVE. FLORIDA 34474 - IMPACT [: fir. • gyi8lfc ..•:ts'Fa kf _„ PVC SINGLE HUN AIDEFATE: 7f7r2OM - ` _.•.•, �•. PROPRIETARY AND CONFIDENTIAL �w �. O ".'jigp*;Ir:•+:•er- CA O.: �WG. THE INFORMATIONCONTAINED IN IRS DRAWING IS THE SOLE PRONiSCWS-155 WINDOW SYSTEMS, INC. ANY REPRODUCTIONIN PART OR AS A _ - • FL. P.W. NO. 62514 "ra }{,r WRITTEN PERMISSION OF CUSTOM WINDDYYSYSTEMS. INC. IS 00 JNm I UNIT HEIGHT 4 GLASS TYPE SEESHEET3 - UNIT WIDTH - - tJ III? 171332? � RIOR v — OVERALL FLANGE WIDTH TYPICAL HORIZONTAL $ECT10N NOTE: LEFT SIDE SHOWS FDfED CUT AWAY, RIGHT SIDE SHOWS SASH CUT AWAY ALTERNATE FIN FRAME IMPACT HOOKS APPLIES WHEN UNIT WINDOW SIZE EXCEEDS 37" WIDE ANDIOR 63" HIGH. IMPACT HOOK SPACING: 1) SILL HOOKS: A) 6' FROM UNIT EDGE TO EDGE OF HOOK. 8) A THIRD HOOK IS CENTERED IF UNIT WIDTH IS GREATER THAN 37'. 21 SASH CATCH:' A) 2-1 W FROM SASH CORNER TO EDGE OF CATCH. 8) A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH IS GREATER THAN 37. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 114•. DETAIL A A UPDATED PER NEV �-+ m 'OR CZAR 44TH AVE. ALA,FLORIDA 34474 i;63,64,67,68, � �" , - r SECTION VIEV PVC SINGLE PROPEATYjXcvsTak� L.ROB hmrr.btJCA9 \WfKlLEWKNOLII`tHT FL,PRO. 62514 =a PROHIBITED': p .. L" pol ..-x.• i�1J1QtGi1l�i,i,.- . Am r 717nom W0. NO.; NITSCWS 155 A '40F8 b.. 0 63 FL3216 I Soto"Franc• Mr 63 FR3216 I Semen Fromm. Vat - 64 R3321 5croeq Rww Con 66 FL3581 I Screen Cbth, 18 x 66 PW28 Scree6 Spfne..15! ' 67 P3029 Screen Put Tab 68 R7D33 Servvn SpiN. SS 64 HBOZG Rfiif'R. SWW/FiT 7n 9 1112 G&Z Bead 71 H•6028 Bub_ViVIwtRipq 72 P7113 Scrm*;SuDDDrtfor :7a 2.160 rrwaac LA ff%Nrr 3'125� 1.910---«I , coNsrRucnoi 8 \ 9 1.847 1D 1.647 1 1.647 11w —I CORNER WELO(ALL SIDES) PVC SASH BTM. RAIL-6028 PVC SASH MTG. RAIL-6027 PVC SASH SIDE RAIL-6004 PVC FRAME FIN-6026 1.zsD 1.030 s 1.935 L REINF. FIXED MTG. RAIL4499 1440—U ALUM 6063 T-6 . PVC FIXED MTG. RAIL-6001 1.387 .832 PVC SASH STOP-6029 FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME PVC FRAME FLANGE-6031 s99 I-29s -15116• tl4' �I^_7S5 1 :�ry�21T i5 L� CJ I i6 !s6• r REINF. SASH MTG. RAIL-1497 L 1 FR. HOOK IMPACT (SH SILL) REINF S.B.R./S.S.R. - 1498 ALUM 6063 T-6 PVC GLAZING BEAD-6016 ALUMINUM 6063-T6 ALUM 6063 T-6 114" 112" 16 �, ' f�--2112"--i�if16` r,N18• 19 � � ANCHOR CLIP, 1604 r PVC, SCREEN CATCH - 6013 SASH CATCH IMPACT ALUMINUM 6063 T6 PVC SCREEN SUPPORT - 6014 ALUMINUM 6063-T6 —2 9116" A UPDATED PER NEW FBC. REQUIREMENTS 07/07/08 316' NOTES: ITEMS 33-36. 41, 50, Sfi 61 ARE NOt USED m4" �111 ON THIS PRODUCE 1112E-i - 1/4" ���, . • .� F1-; 900 SW 44TN AVE. ��� LA, FLORIDA 34474 PLAN VIEW OF ++:' • ��•.y���(� 3 ANCHOR CLIP - •. y o . i . o r� USIONS I B.O.M: IMPACT' r z'' tLry,� " • ':_ :J PVC SINGLE HUN ADE 71/12008 PROPRIETARYANDCO6FIDENTIALk"��Lry�OO �-, -r,• .NOS THEINFORMATTONCONTAINED IN 7YISORAWNGIS THE SOLE PROPERTY OFcr!/,tgll ' , L y_ .;�,}Q(} NT$ CWS_irJS WINOOWSYSTEMANC.ANY REPRODUCTION IN PART OR AS A WHDLEVYIT�1'laMrE FL P.Ek-NO. 02514 - WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROH�IM - - w 1sa - - A •••ooaa�• `'- (MIN. EMBEDMENT) --1 114' MAX, SHIM (SEE NOTE 2 A 3 ON SHT. 2) CAULK BETWEEN BUCK"' 2112 I V4' MAX SHIM ---•��iII -•1316• ANO OPENING BY OTHFJi6 (MIN. EDGE DISTa a • •n ANCHOR (SEE NOTE 2 6 3 I (MIN. EMBEDMENT) • • CLIP ON BHT: 2) v 21/2, -'A �% , c: 4 CONCRETFJMASONRY (MIN. EDGE DIST.) • ' • INSTALLATION ANCHOR; ANCHOR 4, ♦ INSTALLATION ANCHOR, 010. WOOD SCREW BY OTHERS .: 6.• • 3116' DIA MASONRY ANCHOR. CLIP • • A o • ►D •p ` •C • ► • hp D ' • • • 1 BY WOOD BUCK ♦ ' • CAULK BETWEEN BUCK •o ; s.R.' P D ` D ' D ' p • •� �• P IA (MIN EMBEDMENT) e . o . BY OTHERS , c AND OPENING BY OTHERS ' . ► • • • • .. • '.• • • ► • . A •0 • A 4 ; p '• . 0 2 BY BUCK _ EXTERIOR FINISH • • • • BY OTHERS BY OTHERS �114'MAX SHIM . •� • . '�• 4 • �� ,)? (SEE NOTE 2 8 3 0 •. e• . 0. ri+ • ON SHT. 2) • ♦ • CONCRETE/MASONRY PERIMETER CAULK r„• a •0 �� . .� BY OTHERS BYINSTALLER ;� •c 'c - 1 BY WOOD BUCK . • • - 4♦ • 4 . BYOTHER6 � • � • • p WINDOW FRAME • • ♦ • • ANCHOR . JAMB. • • - •QP� PERIMETER CAULK BYINSTALLER WINDOW FRAME ''"�•` HEAD CUP nrA n• Oo PERIMETER CAULK • qpr : • , a BYINSTALLER - ^n - 3116' INSTALLATION ANCHOR, DIA, MASONRY ANCHOR, /�\ HORIZONTAL SECTION BEXTERIOR TR$INISH HORI20NTAL SECTION ' CUP (IAA60NRY) CLIP (WOOD) ANCHOR CAULK BETWEEN BUCK CUP - AND OPENING BY OTHERS WINDOW FRAME - SILL INSTALLATION ANCHOR, 3116' DIA. MASONRY ANCHOR. PERIMETER CAULK BYINSTALLER 1W MAX, SHIM NOTE 2 8 3 EXTERIOR FINISH ON SHT. 2) WINDOW FRAME _ p • ' • . • • • p . ' • - . BY OTHERSSILL ... • ~ INSTALLATION ANCHOR, 3116' CIA MASONRY ANCHOR -. ••p fp •P ~ •� D • • • • •'� • D. ♦ p 1 714• PERIMETER CAULK D • p p D i • D . ► D D D. D • (MIN. EMBEDMENT) BYI'. ANCHOR • •p • - P CUP •p • D • D ... • D• ip D �• �► D �► p • D 114', MAX SHIM • D D D • EXTERIOR FINISH F (SEE NOTE 2 R 3 1 BY OTHERS _ ON SHT. 2) CONCRETEIMASONRY (MIN. EDGE DIST.) BY OTHERS •: : 1 8Y WOOD BUCK (®\ALTERNATE PRECAST BILL DETAIL D PER NEW FBC REQUIREMENTS 07l07. o. o=•• • p .• !�! i i . �p BY OTHERS CUP (MASONRY) do' 4;;', (MIN. EMBEDMENT) �AVE. )))yBY ` sIDA 34474 fW� CONCRETFJMASONRY Z,Q)• OTHERS (MIN. EDGE DIST.) " ^^ ATION DETAIL WICLIPS - IMPACTe- W71200PROPAETA14YAND p INGLE HUN ADE CONFIDENTIAL -(•ry.+�,F�."��.�"_���`VERTICAL SECTION THE INFORMATIONCONTAINEOIN �,4TOB$�1:TOLLOMRB NTS WG.NO.:CWS-CLIP THS DRAWINOIS THE 60LE PROPERTY OF-W6}(�IWINDOWSYSTEMS. (MASONRY) INC. ANY REPROOWTION IN PART OR ASA 0-10M OWtMAIE FL P.Cy'1*10:62614 ,. WRITiENPERMIMNOFCUSTCMNANDOWSYSTELLS,HNC.ISPROHUFW-. - • • .A rEe•6OFS •1.3 I (MIN. EMBEDMENT) 11C MAX SHIM DRYWALL (SEE NOTE 283ONSHT.2) ' ,(MIN.. EMBEDMENT) ' BY OTHERS 1 SY WOOD BUCK - -OTHERS ` DRYWALL r:'t'`r J+^i°' 1/•" MAX SHIM Y • ' ••ti ti DRYWALL .. BY OTHERS r. =' - BY OTHERS CY • •{•� •Yr"' . (BEE NOTE 2 6 3 ON 8HT. 2). : •�'Y ••i'S' • 2 V2" (MIN EDGE pIST,) 8Y OTHERS OTHERS .'.• e � @ • CONCRETEMIASONRY ' • ''• • INSTALLATION ANCHOR. 3115" DIA. MASONRY SCREW vWNEbPRENE l • • . { • —CAULK UNDER SCREW -HEAD BY INSTALLER • ' BY.OTHERB n ti BACKED WASHER THRU SCREW • .: • : .: • : : , SUPPORT { O • • 2 BY WOOD BUCK CAULK BETWEEN • .. �• .. s • .. . • ••yS• •• �• 77 { • • BY OTHERS • • • BUCK AND OPENING �ti " I . • ` • SY OTHERS • • —'ByWOOD BUCK 1 11•• (MIN EMBEDMENT) I • • • WM00'W FRAME `• • INSTALLATION ANCHOR. •10 DIA BY OTHERS 212_ • JAMB .•, WOOD ANCHORW/NEOPRENE `j (MIN. EDGE DIST.) • �! • •. •BACKED WASHER THRUSCREW EXTERIOR FINISH BY OTHERS • { • '••s.,,.� . • SUPPORT • A 114" MAX SHIM (SEE NOTE 2 6 3 ON BHT. 2) PERIMETER CAULK PERIMETER CAULK�y'"; }�\\ BY INSTALLER BY INSTALLER PERIMETER CAULK BY INSTALLER CAULK UNDER `EXTERIOR FINISH EXTERIOR FINISH CAULK BETWEEN SCREW HEAD BY INSTALLERS CAULK BETWEEN BY OTHERS BY OTHERS AND OPENING BBUCK BUCK AND OPENII Y OTHERS WINDOW FRAME;.' HEAD BY OTHERS /F\ HORIZONTAL SECTION HORIZONTAL SECTION ,"r FRAME(MASONRY) FRAME(WOOD) INSTALLATION ANCHOR. 3118"DIA. MASONRY SCREW YdNEOPRENE 4� p BACKED WASHER THRU SCREW CAULK UNDER 6CREW SUPPORT HEAD BY INSTALLER 4 WINDOW FRAME INSTALLATION ANCHOR, 3115' DIA. ' SILLMASONRY SCREW WNEOPRENE BACKED WASHER THRU SCREW - SUPPORT `; INSTALLATION ANCHOR, 3116" DLA. PERIMETER CAULK 114" MAX SHIM ; •' MASONRY SCREW vdNEOPRENE BY INSTALLER (SEE NOTE 2 A 3 ON SHT. 2) WINDOW_ FRAME BACKED WASHER SUPPORT THRU SCREW SILL "•: •,'{.; EXT. FINISH D • . • ► D BY OTHERS - CAULK UNDER • a . ; : ; •D• D . SCREW HEAD - a►D, • �- BY INSTALLER HIGH STRENGTH GROUT BY STRUCTURAL OTHERS • • a • ► . • • • • • • D •• r D (MIN a.e .a. a a D EMBEDMENT) •a.; c a �D• a�p� p•� • PERIMETER CAULK BY INSTALLER 1/1' MAX SHIM a.. a. s • p• • p� • • • D a . ► a • a a • • a • • (SEE NOTE 2 d 3. ON SHT. 2) (M1 EDGE EXTERIOR FINISH BY OTHERS - DIST.) (FI�ALTERNATEPRECASTSILLDETAIL ByOTHETE/MMSONRY SILL STOOL BYOTHERs 7 FRAME (MASONRY) A UPDATED PER NEW FOC REQUIREMENTS 07/07/08 :' BY OTHERS o• -• ,. ;, :� =, ,ttt • • • ;►'> • ••e.. ;-w s A • ► ► • .. Al" :• USE SOLID WOOD. X 1G .+ d • t `••• •��i. • ' • •._��' •� i •• •���� •�. • SUPPORT TO MAKE SILL t` J"'4' •� •► •'; • .; . . LEVEL BY OTHERS �` .e v'. AVE. QALA FLORIDA34474 CONCRETEIMASONRY"T; (MIN EMBEDMENT)- _ _ y o o_ ' ..•".r "'�-R-. 3 a INSTALLATION DETAIL THRU FRAME - IMPACT e BY OTHERS • .y C�S�`• (MIN.EDGEDIST.) .Y _ ., ' ° °..•n''aif�:o: :.: g srya s- cf w 'PVC SINGLE HUN ADE 717/2008 -•. `'�-'O VERTiCAL SECTION ' FRAME (MASONRY) PROPRETARYANDCOMFl°ENIYLL. . t.. THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY WINDOWSYSTEMS. INC. ANY REPRODUCTION INPPRTORASAWHO�vl�etyu. - _° t:•. ,.o_ 4YG. NO.: .. ,. y 'e,., L •. - 8100 NTS 'CWS_t$$ FL. I; O 5 $' WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, 1W_ G PRO ED 1 to V .' ,,. • . , c A ' 7 OF S p ,ryF•.. EXTERIOR: FINISH - BY OTHERS" - CAULK BEHIND FIN - BY INSTALLER.- WINDOW WRAP BYINISTALLER PERIMETER CAULK - BYINSTALLER. WINDOW FRAME HEAD WINDOIIV.FRAM SILL BY INSTALLER; PERIMETER:XULK - BY INSTALLEIW. WINDOW WRAP By INSTALLE EXTERIOR FINISH— BY OTHERW SHEATHING BY OTHERS _1= (PAN EMBEDMENT) F2 BY WOOD SLICK BY OTHERS INSTALLATION ANCHOR, #a WOOD SCREW 1/4' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) 2 BY WOOD BY OTHERS INSTALLATION ANCHOR,-, I - #8 WOOD SCREW V. BY OTHERS EXTERIOR FINISH BY OTHERS CAULK BEHIND FIN BY INSTALLER 1/4' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) I 2 BY WOOD SUCK d' tied BY OTHERS , INSTALLATION ANCHOR. to WOOD SCREW (MIN EMBEDMENT) SECTION FIN(WOOD)VERTICAL FROPRIETARiAND CON THE INFORMATION CONTAINED INTHS DRAWING IS WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PA WRITTEN PERMISSION OF CUSTOM WINDOW SYSTE 114" MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) WINDOW FRAME JAMB . WINDOW WRAP BY INSTALLER PERIMETER CAULK BYINSTALLER (DHORIZONTAL SECTION FIN (W..) SW 44TH AVE. FLORIDA 34474 INSTALLATION DIET .Z, PVC SINGLE HUN Rxmv" F-i 81 DO *10 MTHOUT FL F!.E-.�049514 ZIA ADIE 717120M .j NTS No . cws- K: A 8 OF 8 i COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION ` NOTICE OF ACCEPTANCE 1 Inc. .NIIANII-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 . (305) 375-2901 FAX (305) 375-2908 www.buildinecodeonline.com 3705 Shares Place Riviera Beach, FL 33404 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction to Affis. The-doeumentation-submittedhas been --- d-.-.-d-by-Miami=Dade aunty -Product -Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (m areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense .of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: KDI Bay Window Clipped Aluminum Tube Mullion - L.M.I. APPROVAL DOCUMENT:Drawing No.1064, titled `Bay Window Aluminum Impact and Non -Impact Mullion", sheets 1 and 2 of 2, dated 06/22/01 with revision Al dated 01/09/07, prepared by W.W. Schaefer Engineering & Consulting, P.A., signed and sealed by Warren W. Schaefer, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -;Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA- shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the - words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for. inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 01-0828.03 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 06-1017.02 Expiration Date: October 11, 2011 Approval Date: February 8, 2007 Page 1 KD Windows, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 1064, Sheets 1 and 2 of 2, titled "Bay Window Aluminum Impact and Non -Impact Mullion", dated 06/22/01 with revision Al dated O1/09107, prepared by W.W. Schaefer Engineering & Consulting, P.A., signed and sealed by Warren W. Schaefer, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test per SFBC PA 202-94 _ 2) Large Missile Impact Test, SFBC PA 201-94 3) Cyclic Loading Test, per SFBC PA 203-94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 50" x 98" mulled together with an aluminum mullion, prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL-01005, dated 01/16/01, signed and sealed by Vinu J. Abraham, P.E. (Submitted under previous NOA #01-0828.03) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC-2004, prepared by W.W. Schaefer Engineering & Consulting, dated O1/08/07, signed and sealed by Warren W. Schaeffer, P.E. 2. Engineering Structural & Anchor Calculations, prepared by W.W. Schaefer Engineering & Consulting, dated 06/25/01, signed and sealed by Warren W. Schaeffer, P.E. (Submitted under previous NOA #01-0828.03) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. . None. F. STATEMENTS 1. Statement letter of conformance, dated January 8, 2007, signed and sealed by Warren W. Schaeffer P.E. 2. Statement letter of no financial interest, dated June 25, 2001, signed and sealed by Warren W. Schaeffer P.E. 3. Laboratory compliance Ietter for Test Reports No. HTL-01057, issued by Hurricane Test Laboratory, Inc., dated August 15, 2001, signed and sealed by Vinu J. Abraham,' P.E. 4. Statement letter from manufacturer. confirming that the product has not changed, dated January 9, 2007, signed and sealed by Vincent Conway, General Manager. G. OTHER 1. Notice of Acceptance No. "01-0828.03, issued to KD Windows, Inc. f `�r KDI Bay. Window Aluminum Clipped Mullion, approved o 0 O1 and a 10/11/06. Manuel PR017L102 E. Product Controler NOA No. 0 Expiration Date: October 11, 2011 Approval Date: February 8, 2007 E-1 F PLAN VIEW: TYP. ;1* ` (APPLICABLE FOR 2 OR MORAY) / SEE T0WINDOW FRAME W5� MULLION GLAZED UNITS MAY BE OPERABLE OR FIXED WINDOWS OR DOORS AND MUST HOLD A DADE COUNTY NOTICE OF ACCEPTANCE.' rn ELEVATION: SINGLE VERTICAL UNITS (SEE PLAN VIEW FOR WIDTH REQUIREMENTS) giAW il: CIECNm Btt� - ' GENERAL NOTES; 1. ALL PRODUCTS TO BE MULLED TOGETHER MUST HOLD A DADE COUNTY NOTICE OF ACCEPTANCE �''" 0122MI 2 a g AND MUST MEET THE REQUIRED DESIGN WIND PRESSURES FOR EACH APPLICABLE PROJECT. 2. THE. LESSER OF THE MULLION ALLOWABLE PRESSURES AND THE WINDOW/DOOR PRODUCT ALLOWABLE PRESSURES SHALL CONTROL AS THE FINAL ALLOWABLE PRESSURE ON THE MULLED UNITS. BE 3 CONNECTIH SELF TAPPING/DRILUNG SC TO THE MULLION ECIFIED FAND SFRAME THEINDIVIDUAL WINDOW/DOORREWS EQUAL INOSIZE SPACING TOJTHE FASTENERS SPINL DI DUA WNDOW/DOORS NOTICE OF ACCEPTANCE. 4. WINOOWS'MAY BE FULL HEIGHT OR STACKED VERTICALLY WITH NO LIMITATION ON QUANTITY (ONLY LIMITATION IS THE OVERALL HEIGHT OF THE MULUON PER THE ELEVATIONS) 5. THESE WINDOW SYSTEMS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING § CODE (FBC) INCLUDING HIGH VELOCITY HURRICANE ZONES (HVHZ). 6.ALL ANCHORS SHALL BE INSTALLED AS SPECIFIED ON THESE DRAWINGS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. 7.ALL FRAME ANCHORS SECURING WINDOW/DOOR FRAME TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL BE CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN THE WOOD. 8. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BUILDING CODE SECTION 2003.8.4. - � g M m U UM 6� acr 4// 4// a . rn , , o a .r 1 co � MULLION 0 3 r' o om!5 4zl L—J—L ir 7 - It, Z a a // z o 4// /�1[ �HOR71ZONTA Z z o t3a 1. . � 4z1 f MUGLAZED UNITS MAY BE SEP FIXED y$ Z i OPERABLE OR APPROVAL co WINDOWS OR DOORS rn MUST HOLD A� in = � AND DADE COUNTY NOTICE a OF ACCEPTANCE. UI Q - :4L•AOCTHEVLVD F C EVATION• 106 E VERTICAL STACKED UNITS n�. .� Ira.n4,a.ecoa 106.4 A (SEE PLAN VIEW FOR WIDTH REQUIREMENTS) D on sneer No. MAY BE MORE THAN 2 UNITS STACKED VERTICALLY of z J 2NO. 12X 1 1/2' SMS SCREWS PER CUP (MIN. 1 3/8' EMBED INTO WOOD & MIN. 3/4' EDGE DISTANCE) L2X115X1/8 6063-T5 ALUMINUM ANGLE (LONG LEG IN MULL) X 1 CON SCR CONCRETE SCREW., (1 PER CUP) WITH ps MIN. 1 1/2" EMBED > > INTO CONCRETE & N, MIN. 2 1/2' INTO CONC.. CONCRETE EDGE DISTANCE `f q/ 1/2' NO. 10 SELF TAPPING/DRILLING ' SCREW (1 PER CUP) MULLION (REF.) MULLION CONNECTION TO WOOD (TO MIN. 20 SOUTHERN PINE: G - 0.55) L2X1.5 (REF.) MULLION (REF.) I I I I I I I I NO. 10 SCREW (REF.) N I I I I 1/2' 1 MAX. t TYP. MULLIONTYP. MULLION VIEW FRAME FASTENER. SCREW SIZE & SPACING TO MATCH THAT REQUIRED BY THE PRODUCTS INDIVIDUAL N.OA FOR FRAME �TO l OPENING ANCHORS C \�-1/2• NO. 10 SELF TAPPING/DRIWNG MUWON (REF.) SCREW (1 PER CUP) MULLION CONNECTION TO CONCRETE ,(MIN 2500 PSI CONCRETE) CONCRETE SCREWS MAY BE RAMSET REDHEAD OR ELCO TAPCONS OR, HILT[ KWIK-CON II-S) 0.50 0.25 135.00' 0.50 � 0.06 L ON 6063-T6 ALUMINUM BAY WINDOW MULLION (SEE DETAIL) FRAME WINDOW/DOOR ET IL (TYP. WINDOW/DOOR TO MULLION DETAIL) LOAD TABLE INSTRUCTIONS: 1. DETERMINE THE REQUIRED DESIGN WIND LOAD PER ASCE 7. 2. DETERMINE THE MULLION SPAN V. 3. DETERMINE THE WINDOW FRAME WIDTHS 'Wi' & "W2' TO BE MULLED TOGETHER. 4. ADD THE TWO WINDOW WIDTHS TOGETHER AND DIVIDE BY 2 [(W1 + W2)/2] TO OBTAIN THE EFFECTIVE LOAD WIDTH OF THE MULLION. 5. ENTER THE LOAD TABLE WITH THE MULLION SPAN & LOAD WIDTH AND FIND THE ALLOWABLE WIND PRESSURE FOR THE MULLION. 6. CHECK TO INSURE. THAT THE ALLOWABLE WIND PRESSURE FOR THE MULLION IS EQUAL TO OR GREATER THAN THE REQUIRED DESIGN PRESSURE. 7. CHECK TO INSURE THAT THE DESIGN PRESSURE RATING IN THE WINDOW APPROVAL ALSO MEETS OR EXCEEDS THE REQUIRED PRESSURE. E1lioDT1CT VIEW= me m*'.nawhhaisFled" RaidL;i CaQa ) ,z Acr.(Ct:� IW EsOi:arssoo DaM 11 FF 1 eF>ai+etCmtrol Dh3 n NOTE: THIS LOAD TABLE IS ACCEPTABLE FOR MULLION END CONNECTION TO SOUTHERN PINE (G=0.55) WOOD OR TO MIN. 2500 PSI CONCRETE. . W = W1 TABLE 2.0 IMPACT RATED MULLION LOAD WIDTH �y- DESIGN LOAD CAPACITY (PSF) , (POSITIVE di NEGATIVE LOADS) 18' 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 99.6 93.7 24' 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 90.7 74.7 70.2 30' 100.0 100.0 100.0 100.0 100.0 100.0 93.3 86.2 80.0 72.6 59.8 562 J6 100.0 100.0 100.0 100.0 93. 84.8 77.8 11.8 66.7 60S 49.3 46.8 100.0 100.0 100.0 88.9 80.0 72.7 66.7 61.5 57.1 51.5 42.7 40.1 48' 100.0 100.0 87.5 77.3 70.0 63.6 58.3 53.B 50.0 45.3 37.4 35.1 54' 100.0 88.9 77.8 69A 62.2 56.6 51.9 147.9 44.4 40.3 33.2 31.2 60' 93.3 80.6 70.0 62.2 56.0 50.9 46.7 43.1 40.0 36.3 29.9 28.1 66' 84.8 72.7 63.6 56.6 50.9 46.3 142.4 139.2 36.4 33.0 27.2 25.5 72' 77.8 166.7 58.3 51.9 46.7 42.4 38.9 35.9 133.3 130.2 124.9 123.4 S�AH ON 36' 42' 48' 54' 60' 66 72' 78' 84' 90' 96' 98' :r •Florida Building Code Online Pagel of 3 ���q },���I��5,5��� � h ����Illlf lk;.pk9•y�'1"; N l ' iY c�S�,I t ���GJ`1i��1ti��t+4cu7S�Sl�`°�la�!l�t7r"��tf`>ir�Jl•y�s� N��s� ��kr�'�5��!�l��+��v,'....�`" h `�r�S,�I �l - 7!: a� �7#'x r i 7 f' '�- � a '8 ?a;`i '"� ~t l3 } • CM �7i� r ' u'�-r�;�'���9 � �y I �f?�}�I-Eitii�j,�afibrp� � '�3�.?u''F��a``���{r tF'. �as.C"'•hT+�� ,, l'�'._•, '�., x ,- L� 1 cb-34 � �- i i Lw.- aC '*- ..'�•n'= - {I �•.�` ff"� °9 e 7 s ��y�{p.��1 yI° 1. rIFi1Slyap r 7 Irsr•f•�'iiJ4 91']i�Q�i'1�'�.c l• - r •.!ti?r,'.A1Ti .-.' 4..rr43r, rnrr"r:�;�Sort m„� LF�at f.Z` u: 3 Sf� ��611�+' pHt��iH(il •CA 13CIS Home Log In' User Rd'glstration Hot Topl�s Submit Surcharge Siats & Facts 'p.blicatl.ns FBC Staff B�Is Site Map' Unks Search els-11241"i. • • " Product A-goroval Menu > Product or Application .0 Application• 1 Code Version •• Application Status Approved Comments Archived Product Manufacturer . I. Custom Window Systems, Inc. Address/Phone/Email , 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext207 mlafevre@cws.cc Authorized Signature. I Michael LaFevre ! • mlafevre@cws.cc Technical Representative I Mlchael -La Fevre ## 1_ Address/Phone/Email 1900 SW 44th Avenge Ocala, FL 34474 ! (352) 368-6922 Ext: 207 MLaFevre@cws.cc i Quality Assurance Representative I Ralph Emminger ## Address/Phone/Emall 1900 SW 44th Avenge Custom Window Systems, Inc. Ocala, FL 34474 (352.) 368-6922 Ex� 208 Ralph@ s.cc Category ; Subcategory' UCasement Compliance Method rt from a Florida Registered Architect or a Licensed Florida Professional [Inglneer �P. Evaluation Repo - Hardcopy Received Florida Engineer or Architect Name who Roberto Lomas developed the Evaluation Report Florida License I' PE-62514. Quality Assurance Entity Keystone Certlficatlons, Inc. I Quality Assurance Contract Expiratlon Date 12/31/2010 Validated By I' Steven M. Urich, PE L Validation Checklist - Hardcopy Received Certificate of Independence FL6890 R3 COI 510I482A (Eva[ Rep CA-8400 Impact . df Referenced Standard and Year (of Standard) Standard Year AAMA/101/I.S.2-97 1997 AAMA/WDMA/101/I.S.2/A440-05 2005 ASTM E1886-02 �. 2002 'Florida Building Code Online Page 2 of 3 Equivalence of Product Standards Certified By Sections from the Cade Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved i I ASTM E1996-02 ' PA/TAS 201/202/20'3 Method 1 Option D I 12/19%2008 12/29/2008 1 01/08/2009 02/03/2009 • I 2002 1994 Summary of Products . FL # ' IlModel, Number or Name Description 6890.1 1 8400 Vinyl Casement 8400 Vinyl ICasement (Impact w/heat strengthened glass). Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL6890 RB II CWS-161A (CA-8400 Impact).pdf FL6890 R3 II DuPont PVB NOA 05-1208 02.pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/-67.5 FL6890 R3 II Mikron NOA 06-1220 011pdf' Verified By: Roberto Lomas 62514 Other: 8400 Vinyl Casement (Impact w/heat' Created by Independent Third Party: Yes strengthened glass) Large Missile, DP = +/- 67.5 psf, Evaluation Reports 37 aminated-glass will .have DuPont's lnteriayer FL6890 .R3-AE--510489A-(- val-Rep CA-8400 en us in HVHZ. Impactl.1) Created by' Inde endentThird Part : Yes 6890.2 I 8400 Vinyl Casement. 8400 Vinyl tasement Impact w/annealed glass). Limits of se pprov for use In HVHZ: Yes A ed for use outside HVHZ: Yes Aped Yes Design Pressure: +60/=60 Other:.8400 Vinyl Casement (Impact w/annealed glass), Large Mlsslle, bP = +/-60 psf, 37x63, laminated glass will have DuPont's Interlayer when used in HVHZ. Installation Instructions FL6890 R3 II CWS-161A (CA-8400 Impact) pdf FL6890 R3 II -DuPont PVB NOA 05-1208 02 pdf FL6890 R3 II Mikron NOA 0'6-1220 01.pdf Verlfled By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation. Reports FL6890 R6 AE 510489A (Eval Rep CA-8400 I ac .pdf Created by Independent Third Party: Yes 6890.3 ��[8_400V]Irhylil Casement Impact CA-8400 Vinyl Casement w/ heat strengthened glass. Window I Limits of Use Approved for use in HVHZ: Yes Approved for -use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +75/-75 Other: Large Missile,, 40" x 63", DP = +/- 75 psf, (Impact w/ heat strengthened glass, PVB). Installation Instructions FL6890 R3 II CWS-240 (CA-8400 Impact 40 x 63).pdf EL6890 0 II DuPont PVB NOA 05-1208 02.pdf FI FRQO R3 II Mlkron NOA 06-1220 01 Ddf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluatlori Reports FL6890 R3 AE 511043 val R -54 0 Impact 40 x 63 df I. Created b Independent Third Party: Yes I . Bacl< Next I I I. i DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard . Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 p 2000-2005 The State of Florida. All rights reserved. Copyright and Dlsclalmer Product {.A�6pppl�^roval Accepts: I Florida Building Mode online . lei YDf151pR' �y 1R seeueo4 AIR :'x(i�y FPPROYiG..;, V CR1lY Y_ - • II I I I I I I I I I I I • ' I Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Clemmons, NC 27012 Report No.: 510489A 336-945-9695 Manufacturer,: Custom Window Systems 190.0 S.W. 44`h Avenue Ocala, FL 34474 Product Line: 8400 PVC, Casement — Impact resistant Compliance:. The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9B-72.070 method 1(d). The product listed herein complies with the 2007 Florida Building. Product description; Casement window, Impact resistant made of white -rigid. PVC. Frame and active sash were of welded mitered comer construction. ' Supporting Technical Documentation: 1. Approval document: drawinginumber CW5-161 Revision A, dated 06/19/2008 sheet 1 of 8, titled 8400 PVC Casement, prepared, signed and sealed by L. Roberto Lomas P.E. 2. Test reports: a) Report No.: NCTL 210-3274-1, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories TAS 201-94 Large Missile Impact Test TAS 202-94 Uniform Static Air'Pressurs, f67.5psf design pressure, 10.5psf water infiltration TAS 203-94 Cyclic Pressure Loading t60.Opsf design pressure b) Report No.: NCTL 210-3274-1A, signed by Gerard J. Ferrara PIE . National 'Certified Testing Laboratories ASTM E 1886-02 and ASTM El996-02 ASTM E 18861E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 1$86/E 1996 • -Cyclic Load Test,-t60.0psf-design-pressure c) Report No.: NCTL, 2.10-3276-1, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories . TAS 201-94 Large Missile Impact Test TAS 202-94 Uniform Static -Air Pressure,1t67.5psf design pressure,. 10.5psf water infiltration TAS 203-94 Cyclic Pressure Loading t67.5psf design pressure d) Report No.: NCTL 2.10-327671A, signed by Gerard J. Ferrara P E National Certified Testirig Laboratories ASTM E 1886-02 and ASTM El996-02 ASTM E 1886/E 1996 Large Missile Impact Test, Level D. Yvind Zone 4 ASTM E 18861E 1996 Cyclic Load Test, t67:5psf design pressure e) ' . Report No.: CTLA 1344W-4, signed and sealed by Ramesh Patel P.E. National Certified Testing Laboratories AAMA/NWWDA 101/I.S.2-97 Design pressure: t60.Opsf Water penetration resistance: 10.5psf 3. Anchor calculations, report number 510110, prepared, signed and sealed by L. Roberto Lomas P.E. V . . �CP.�' r IV E t°.� v�]gyq+: roc- • :i•. r� A I/v� ..:r' ' ^.'S .$r. t: 7�,! 1•J 1/emu. • .- a � ®� . TAT Q ,i. � .. �• ° : `> Ld R N o ZONAL 0D8 y. • - �� r ��' 07i1'7/2lil� �i..• L. Roberto Lomas P.E. W2 Woodford Rd. Clemmons, NC 27012 336-945-9695 Limitations and Conditions of use: Engineering Evaluation Report Report No.: 510489A Unit Size Max. D.L.O. Design Pressure;Ratin impact Rating Up to 37"x63" 29'/,"x551/4" ±50.0 sf ; Large and Small Missile Impact U to 37"x72" 29'/+"x641/4" ±67.5 sf Lar a and Small Missile Im act Units up to 37"x63" must be glazed with:'%," [OU consisting of outboard lite 1/8" Ann — Air— laminated inboard lite consisting of 1/8" Ann — 0.,090" Solutia or DuPont PVB interlayer —1/8" Ann, per ASTM E 1300-02. • Units up to 37"x72" must be glazed with %" IGU consisting of: outboard 11te 1/8" HS — Air— laminated inboard. lite consisting of 118" HS — 0.090" Solutia or DuPont PVS interlayer —118" HS, per ASTM E 1300-02. Solutia interlayer per. NOA.03-0827.08 • DuPont interlayer per NOA 05-1208.02 • This productis rated to be used in the HVHZ.. • This product Is impact resistant and does not require impact protection 1H wind borne debris regions. • Frame material to be white rigld PVC per NOA 06-1220.01 Installation: " • Units must be installed in accordance with approval document, CWS-161 Revision A. Certification of Independence:. Please note that I don't have not will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s),. " 2of2 o TAT OF FL Na. LUIT;'R..LotrF�3s, P�c� • d 73 1/4' MAX . OVERALL HEIGHT 72' UNIT HEIGHT ea 3!<• MAx. SASH HEIGHT CASEMENT ELEVATION (LARGE MISSILE IMPACJI (SHOWN W/ DIFFERENT OPTIONS) 381l4' MAX. OVERALL ' FLANGE WIDTH 37' uNrrwlonL . _�l as 3E 114- MAX SASH WIDTH MAX: OVERALL_ WIDTH 37' --------- UNITWIDIT4. 251l32" . MAX, SASH WIDTH. . 84114' OVERALL I I / I HEIGHTCA 114" /. GLASS DLO I } 1 I I HEIGHTUNIT I. / f .S F291/4' RIGHT HINGED -SHOWN LHCF�T LASS DLO LEFT HINGED -OPFOSTTE GED - SHQWN GED-OPPOSITE PVC IMPACT REOUIREMEHT 1. THE PRODUCT SHOWN HEREIN IS DESIGNED ANDMANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE; CURRENT EDfTION. 2, GLAZING DETAILS: (SEE SHEET3) 3. CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR RIGHT_ 4. DESIGN PRESSURE RATINGS (SEE SHEET 3) -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 13W -POSITIVE DESIGN LOADS BASED ON TEST PRESSURE, WATER INFILTRATION TEST PRESSURES AND GLASS TABLES ASTM E 1300 S. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS "FOR ANCHOR DETAIL . B. SHUTTERS, ARE NOT REQUIRED, 7. ALL FRAMES AND VENTS FULLY WELDED. 8. REFERENCE TEST REPORTS: NCTL-210-3274-IA , NCTL-210 3274-1 , NCTL 210-3276-1A, NCTL-210-3276-1. 9. SERIESIMODEL DESIGNATION CA-"W_ 10. WOOD.BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS T0, STRUCTURE, BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 11• THE DESIGNATION X STAND FOR THE FOLLOWING: X = OPERABLE SASH A. I UPDATED PER NEW FBC REQUIREMENTS jullulluts TABLE OF CONTENTS ca .ei-e 10gS.VV,44THAVENUE GENERAL NOTES & ELEVATIONS..._...__,.___ I FLORIDA34474 ANCHOR SCHEDULE ✓£NOTES ORAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT D.P. CHARTS &GLAZING DETAILS__..__.__....._3 ' �� ' '=. �C SECTION VIEW & ALT. FRAME__.__..__.,__..._.,4. EXTRUSIONS & B4O.M..__._._....._.____._...-....._5 •_ ' i ._. t , _:� .,;;.=f� C CASEMENT BAT 7Rt2008 • 840D NTS CWS-181 INSTALLATION DETAILS____._.__...___.._.___._.B 8 PROPRIETARYANO COWDortw_ �: L- Roat(TO`L`•'a'�•.r�i 1NG 15 THE SOLE PROPERTY OF CUS 7REMFORVAMON CONTAINED IN TWS DRAINING wmnm SYSTEMS, IN;_ANY REPRODLN=ON IN PART OR AS A NMOLE N71L10UTATE •• FL P.E. N0, 67514 ,. A IDFS ' WRITTEN PQ2MSSION OF CUSTOM WINDOW SYSTEMS. ING_ 15 PROH®RED. '(:.. 'na C T'= � �•�•t, ' `lira,,-q `ti' -,ear •: :,,r : ._ . �.:5 1b'y`�a`�. :)TE2 6' MAX. (TYP) 6" M4K----^}�•1212' ^j (TYP) ' I MAX. 0.CI 1 m� 16• � 5 MAX' (TYP) .. MAX O.C. 1 MAX O.C. (TYp) / INSTALLATION ANCHORS TYP. 4" MAY - SEE NOTE 2 r 8" L4AX.O.C. (TYP) INSTALLATION ` ANCHORSTYP.. O.C. �SEENOTE6 4" MAX 4' MAX. (TYP) MAX O.C. (TYP) MAX. O.C. (TYP) `SEE NOTE 6 I ANCHOR LAYOUT- fFLANPE) ANCHOR LAYOUT-(F(ANGE) ANC QRLAYOUT-(FIN) ANCHOR LAYOUT -(FIN) TNRV FiUYEd CUP (w000 OR M/•50NRYOPENIMiI. TFVtU FTyWE80.1P (N4000R NASOHRY OPE++wG) THRU NUUNQ FIN (WOOD OPENING) INSTALLATION THRU HALM FIN LWOOO OPENING) NOTES: FOR uraTS UP TO 7T'x 72' FOR LINTS UP T07ri 67- , FOR UINM UP TO 3r x 77 ANCHORS TYP. FORUt•STSUP'TO3rx6T 1. INSTALL ONE ANCHOR, AT EACH INSTALLATION LOCATION. INSTALLATION - 2. SHIM AS REO'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. ,MAX ALLOWABLE SHIM STACK TO BE IM. USE ANCHORS TYP. SHIMS WHERE SPACE GREATER THAN 1/IW IS PRESENT. S. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLDTffiED. ' 4. 311B" DIA. ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN: EMBEDMENT OF 1 IW INTO MASONRY THRU FRAME ORTHRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2112•' SHALL BE ACHIEVED. 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A -MR EMBEDMENT.OF 1318')NT02BY VVWD.BUCK ' 6. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTHTO ACHIEVE A MIN. EMBEDMENT OF 1 1W INTO 2 BY WOOD BUCK FOR FIN INSTALLATION A UPDATED PER NEW FEIC REQUIREMENTS 07/07/08 7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. B. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING.S. �7 INSTALLATION ANCHORS SHALL BE 1N ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, fLND ANCHORS SHAD �' , } 1900 S.W. 44TH AVENUE NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED' BELOW. �. •: 4 + r e"'' OCALA FLORIDA34474 �� 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: , %• N- • '>.: .• A WOOD -MINIMUM SPECIFIC GRAVITY OF G=D.42 ='� • `t- £ - =AtiCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT B. CONCRETE -MINIMUM COMP RESSNE STRENGTH OF 3,200 PSI. ^; PVC CASEMENT BAT 717200E C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). _ pRCPRETMYANO CON30ENTW _. ^r ^ t •• •L 1i1'�:iMAS w 6400 NTS `CWS 1B1 THE WFORMAi10N CONTAINED M MS DRAWING IS THE SOLE PiYOT'F7ITY 6E' CuSTQId WPrtX]!t SYSTEMS. INC. ANY REPROOUCTItti IMPART OR AS AriTiOL$jN'R1Q_ L%THE FL�_Et.E. NO. 62St{ c `�, t- - A 2 OF 8 ' WRRTEN PERA9551ON OF CUSTOMNMDOW SYSTE%43. WC. IS PROHartm. � ' MODULAR SIZES WIDTH (IN) GLASS TYPEr20 291n 31In 35 V2 In 43 112 17718 C, D 5/-67.5 +67.51-67.5 +67.5/-67,5 +67.5/-67.5 +67.51-67.5 467.5/-67.5 23 In C, D • +67.5/--67,5 +67.5/-67.5 +67.S/-67.5 +67.5/-67:5 +67.5/-675 27In C, D • +61.5/-67,5 +6751-675 +67.5/-67.5 139IJ241 +67-S/-i7.5 +67.51-67.5 29 In C, 13 467.5/-67.5 +67.51-67.5 +67-5/-67-5 467.5/-67.5 31 to CD • • • +67.5/-67.5 +67.51.67.5 +67.5/-67.5 35 fn 35 314 C. D C, D • • • ` • • +67.5/-67.5 +67.51-67.5 467.51-67.5 +67.51-67.3 467.5/-67.5 +67.5/-67.5 19 1li4 -G D - 26 to C, D 37 C. D 56 5/-67 JIT W INDO W S [ZED . 1182GHT(IN) - 471n. 51 in 53112 55112 59112 613/40+67.9-67.5 651/2 671n 70314 ,7.51-675 +675/-67.5 +67.51-67,5 +67.5/-67.5 +G7.5/-67.5 +67.5/-67.5,5 467.51-67.5 +67.5/-67.5 +67.51-67.5 7.5/-675 +67.51-67.5 +67.5/-67.5 +67.5/-67.5 +67.51-67.5 +67.51-67.5.5 +67,5,-67.5 +67.5/-67:5 467.51-67,5 ;7.5/-67.5 +67.5/=67.5 +G7.5/-67.5 +67.5/-67.5 +67.5/-673 +67.5/-67.5.5 467.5/-67.5 +67.S1.67.5 +67.51-67.5 i7.5/--675 +675/-67.5 +67,51-67.5 +67.51.675 +67.5/-67.5 +67.51-67.5.5 +67.51-G7.5 +67.5/-67.5 +67.5/-67.5 ;7.5/-67.5 +G7.5/-67.5 +67.5/-67.5 +67.5/-67.5 +67.51-67.5 +G7.5"7.57.5 +67.5/-67.5 +67.51-67.5 +67.51-67-5 ,7.5/-67.5+67.5/-67.5 67.5/-67.5+67.51-67.5 +67.51-67.5+67.5/-67.57.5 +67.5/-67.3 +673/ 67.5 +G7.5/ 67.5 i7.51-675 +67.5/-67.5 +G7.5/-67.5 +67,5/-67,3 +67.5/•6Z5 +67.5/-67.5 +67.5/-67.5 +67.5/-673 +67.5/-67.5 467.51-67.5 MODULARSIMfUNIPWINDOW S1ZA HUGHT(IN) WIDTH (IN) CLASS TYPE 20 29112. 31 112 3S 1n 39 112 41 112 43112 47112 51 112 53112 55 In 59 12. 61314 17 7/9 A, B +60/-6D +60W +601-60 +60/-60 +601-60 +601,60 +601-60 +60/-60 +60/-60 +661-60 +60/.60 +601-60 +601-60 23 1n A, B 460/-60 +60/-60 460/-60 +601.60 +601-60 +60/-60 - +60/-60 +60/-60' +60/-60 1 '+60/•60 4601-60 +601-60 +60/-60 27 1n A, B 0 460/-60 4601-60 460%60 +601-60 +601-60 +601-60 +601-60 '+601-60 +601.66 +601-60 +60/-60 4G0/-60 29 to A, B 0 +601-60 460/-60. +601-60 +601-60 +601-60 +60/-60 +60/-60 4-60/-60 i _ +601.60 +601-60 +60/-60 +60/-60 31 112 A- B +601-60 +601.60 +60/-66 +60"9 +60/-60 4601-60 +601-60 j +601-60 4601-60 +601-60 +601-60 351n A,B • • • +601.60 +601-60 +60/-60 +601-60 +601-60 +60%60 ! +60/-60 +60/-60 +601-60- +60/-60 35 314 A,13 ' ` +601-60 +60"0 +601--60 1 +601-60 +601-60 +601-60 . 460/-60 +601-60 +60/-60 CO MDIODILY SiLln 460/�0 + +60460 +60/-60 314' OVERALL 116' ANNEALEDGLASS 6116' AIR SPACE 5116" LAMINATED t/B' ANNEALED GLASS 3132- DUPONT PVBINTERLAYER 1/8' ANNEALED GLASS GLASS TYPE A I5l$6 I 460/-60 1 +60/-60 ,V-60 +601-60 460l-60 i0%60 460l-60 +601-60 3/4' OVERALL 118' TEMPERED GLASS 5116' AIR SPACE 5116" LAMINATED 1/8' ANNEALED GLASS 5132' DUPONT PVB INTERLAYER 118' ANNEALED GLASS &4'. OVERALL 118'j HEAT STRENGTHENED GLASS 5116" AIR SPACE _ &16' LAMINATED . 'I18' FIFA7STRERGTHENfDGLASS " - - 313Y DUPONT PVB INTERLAYER 1/B', HEAT STRENGTHENED GLASS GLASSTYPE C PRFIETARYANO colaaoExrai GLASS TYPE B I` AoBERTL)AL'S. 6P THE 04FORM MONCONTMNM IN THIS DRAHING IS THE SOLE PROPERTY 1;kVS D WMSNC. 4NOOW SYSTE.IAW REPROO1IGnCHN PART OR ASAMOLE W11MUfTNE FL P.E- ti0. 62514 WRII-fEN PERLNS510N OF C STOM NNmOW SYSTE)JS. ING IS PROlABtTEDr 8!4. OVERALL 1/8' TEMPERED GLASS , 5116' AIRSPACE 5/16' LAMINATED 118" HEAT STRENGTHENED GLASS M2- DUPONT P1B INTERIAYER 118' HEAT STRENGTHENED GLASS - -' - '"NOTRECOMMENDED - NOTE: 1. IF SI M INTENDED IS NOT GLASS TYPE D SHOWN, USE NEXT LARGER SIZE. A I UPDATED PER NEW FBC REQUIREMENTS 107107108 *0 S.W. 44TH AVENUE C ALA, FLORIDA 34474 Lt:• DP CHARTS & GLAZING- LARGE MISSILE IMPACT PVC CASEMENT BAT 7172008 lutu - .8400 N75 CWS-161 ,. :- 7 • i ittc A 'Rt£T. 3 OF 9 l IJ.mr - .. �_11�,�1f1�� 0 ■I HORIZONTAL SECTION v A UPDATED PER NEW FBC REQUIREMENTS 107tC7JDB 4 TYPICAL VERTICAL SECTION ALTERNATE FIN FRAME 19M S.W. 44TH AVENUE FLORIDA 34474 TEOCALA, M 22, 25,33.38,42,46 48,5153.55 r9E ° SECTION VIEW lALT FIN FRAME -LARGE MISSILE IMPAGUSED BUT NOT SHOWN FOR. gmks: By;- ARrFY. — [ PVC CASEMENT BAT 717l2008 PROPRIEWYAND COWDENrnt. L RORIkS:- 8400 NTS • CWS-161 THEDmRknotcoNouNmwniSDR,w�IN3tSTMSOLE PROPEnivo Cugtart L RoBERTo ,s vnrroow srsrEUs. we ANNY REPRODUC ION w PART OR AS At/ MOLE WTTHOU7TTHE c FL' P.E tJO. fi2574 ` . A 4 OF 8 WRITTEN FeMSSION OF CUSTOM 5MN7 SYSTz7 .ING IS PROt VEM _ n .. RamR P4rti D.-ftlon 1 H8030 M CASE, k"K WAD 2 P-4050 COL-AUA MIJK SM24M (250 X.437), NO 3 H-8030 FP_ CASE. LMN, BLL 4 F4050 COL-AUAWW 5052-M2(250,X.437), SL.L 5 W030 1 FR, CASE. MATT. JB.. RK Mif 6 P4D50 COL.41LAAl4.L.L 50 2-= (D50 X.437) J8, FdUt f 7 HM30 FR_ CASE. LAX -a, LEFT. 0 P4D56 COL--AUM1fA 50 2-F02 (.050 X.437) n6. LEPI 0 IIS006 - SASK CAGE, TOP RAL 10 5-lws REW. CAGE SASK TOP RAL ' 11' . Mon SASH CASE 80T. RAL 12 57505 RB F. CASE. SASR 80TTf%A ML 13 MODS SASH CASESIDERAI-HWA 14 B-IWS REEF. CASESASHSMRAL FFDE 15 I48003 BASK CASE SDERAL LOCK S-1505 ` FOF. CASE SASHSM PAL LOCK FL3 0 . YWW, 2TO X.167 DAM LUM FK BLACK. SASH R3217 MW_ZKMLEAFSEM%FRA1.E P-3217 YYSTPftMLSkF5EAL5A5H r F7-1592 Ski FAL"•;CAL 14-IS93 SfJ2ffiiPAL TOR'SM I-ISO4 AN:*MC.P &6016 GIZ. BO. 314%F)U,I40FV- 5-6016 mz.SO-3w,FXD„vERr. 25 R3567 198 X Y TAT FH TEX2, ZACM SCREN 25 P400/ 66-32X Ir R1 PK L49. SS(FUM HME LDM 27 P- 014 VAJ ME STD. ROTO OPM ROTO HDI E (YOUR 2B P-4005 6LFFM KATIE, LOCK 68. ROM HIKE ¢ ..1 P4MB) 29 P-40w ' LOCX, L6.LNFPO . RMD H3AE, YkM 30 FUTO. C PTORS (FOR LEFTJF13K OPEN CAS&el8 31 FL012 FVI Fj= OPEBATOR ROTO HME(4-em4 - 32 P4W9 TRACK LSRDER ASSM.tZDiO 0FEfL.R0T0H3MJlYl 33 P401o` 1 STL13 BRU, R070 OFER. GC wm MAE 34 - MCIM P3:TffiOHfFOR LET OR FOW OPEN CAST END 35 TRACKAFDSLEMASSY fF0RL.ffTlisoHT0PENCA59Vn) 36 P-402D 6Ll4DRf UY+SFm2 MTO UEL FL3T0 F17AE (SS) . 37 P4021 f6.32: 314.0-d R, W 1J,C Ln d. W. S5, FMOTO OP., R010, MA£ 30 P4024 13ASK T, ROTD OFSM.• ROTO FUNF- IhS' : . 39 P403I- P40i0 TE134f76, FOTQ 1UKE 1-5 LOOMN,9. SS (BY OA MTt 40 R4003 TEI3ARGLM ROT1 L K ME .... . 41 P 4043 STFtMt LTLFOM 42 FL7342. somaFALSLSLLE504 43 P•3752 CAP PUS. IW HOLE 44 P-34M HOT MELT. TMSFAl-Tr 45 R33S2 SET. BI-K- 65 OL.R, W X Sa' %2' LO, 46 R3685 M-84M GOLD CSRT LAM FFRCTAB 47 R3061 - Ta.PDRARY LBL.(WRC/M 46 P-3613 • CIM LBL (LOGO) 49 GLASS, SASH 50 P-=l , SMl4CER DLRASEAL. Sa S,gT3 51 P aMI SCR!EMCLOTR 16 X 16 FWVAS5 52 PL3m- SCREENSS-W-ASS M. BLX Sl R3197 SCFtf$1 KIY 54 P63195 SCREEN F3n.L0HXRT9rW 55 P3029' . SCREEN -4DUT 56 MS39 t6 X W4' QUAD F41TK Zl•C, SCREW 57 R3040. SF3.®SL I.- - 54 HS030A FR. CASE. w FN 59 1 P3113• ISCREWSL1PPORTFORPVC 3 4 PVC FR. CASE., MAIN (FLANGE) H-603D :211132" PVC FR. CASE,•MAIN (FIN) H-6030 2 1W 17r l 91 1 1 PVC SASH, CASE. H-80013 16Ir3z. 17F3r SCREEN RAIL, TOP/SIDE, H-1593 7 9' 2' ALUMINUM 6063-T6 SCREEN RAIL, SIDEIBTM, H-1592 ALUMINUM 6063—T6 71 k'F----2.1l1'--I - - - ANCHOR CLIP, P-3780 ALUMINUM 6063-T6 PVC GLAZING BEAD fi016 Z 9J1G 1116', 7!8' -f 3r4' 1 i {b tld' PLAN VIEW OF ANCHOR CLIP FRAME CORNER CONSTRUCTION `- SASH CORNER CONSTRUCTION 1 CORNER WELD (ALL SVES) 2 4 6 8 314' --•eft 111fi COIL, .05 X .437, P-4050 SASH REINF. S-1505 ALUMINUM 6063-T6 ALUMINUM 6063 76 • ✓L 11 F,Y' n Cw4 \_� F. •. ' 1r400 S.W.44TH AVENUE OCALA. FLORIDA 34474 °� \ ••� EKfRUSIONS & B.0 • .~ PVC (`ACFIu1FN" - .fir•; PRopF6ETARYAND COIFID£KML ML. 1'TOBP1tTU1LOL1T5 • n 8400 {MAAIITTON CONTAIN®W TF95 DRAYANGISTFE SOLE PROPERTY CF SYSTE,•LS, WC. ANY RFPR0NJCn0N IN PART OR AS A Wf10LE K'111b77(IT•R4E FL P.E;t1E0. 6251i T; PE Ul=0N OF CJSTOL4 YdNDC W SYSTT34$ ING IS PROI-0ERM, •Y � �.. JAR � � A r f+' •/� �h00-• FBC. — LARGE MISSILE IMPACT U Z' NT 7rzo AS n 5OF8 t ' 9 I 1 1L1' ---{{{ 114• MAX. SHIM . (MIN. EMBEDMENT) T . a I (SEE NOT2 a 3 ON SHT.2) - (SEE NOTE 2 A 3 ON SHIM HT. E) (FAIN. EMBEOMENn . ♦n , I INSTALLATION ANCHOR • c+ . n W16• DIA. MASONRY ANCHOR INSTALLATION AN (MIN. EDGE OIST.) CHOR , n• �¢ o n • 310 WOODSCREW ' CAULK BETWEEN BUCK ANCHOR CLIP ANCHOR CUP G► 4 AND OPENING BY OTHERS .o ' n CONCRETEIMASONRY • 1BYWOODBUCK •� �BYOTHERS - CONCRETEMASONRY A , . BY OTHERS , n BY OTHERSCONCRETEtMASONRY ♦ ► BY OTHERS 6ASH SID 2 BY WOOD BUCK EXTERIOR FINISH - {♦ • RAIL . • . n• BY OTHERS BY OTHERS (MIN. EDGE DIST.) ♦ ♦ ► CAULK BETWEEN BUCK a , aA p► a AND OPENING BY OTHERS D .D• 4• D D► D CONCRETEIMASONRY ♦ r• Jill ►p - ►p p btv •D BY OTHERS. .o o . ► p. , • �• -• 'D' .- ' •(MIN_ EMBEDMENT) c ao ♦ ♦• ' a c• n 1 BY WOOD 13UCK � ' • WINDOW FRAME �'• ' n •' n i o - •1 BY OTHERS .0 : 0 0� ygRgB BNB W FRAIAE -Dog • c o �04* AI� PERIMETER CAULK :6,o.oro° PERIMETER CAULK BY INSTALLER PERIMETER CAULK 1141 MAX SHIM -EXTERIOR FINISH BY INSTALLER _ - EXTERIOR FINISH BY INSTALLER (SEE NOTE 2 a 3 ON BHT. 2) BY OTHERS BY OTHERS . .. SASHBOTTOM _ INSTALLATION ANCHOR HORIZONTAL SECTION RAIL HORIiDNTAL SECTION WINOOW FRAME 3/16"CIA_ MASONRY ANCHOR CUP MASONRY) . HEAD � L ANCHOR CLIP� ANCHOR CUP CUP SASH TOP RAIL D ' INSTALLATION ANCHOR, WINDOW FRABRE SILL 311S' DIA. MASONRY ANCHOR PERIMETER CAULK 114• MAX. SHIM BY INSTALLER _ (SEE NOTE a 3 ON BHT. 2) SASH BOTTOM - RAIL EXTERIOR FINISH . ANCHOR CUP SY OTHERS WINDOWFRAME LAONANCHO,i 31.I DIA.MASONRY ANCHOR YD . rD • ►p r PERIMETER CAULK D..D •b dr 1J13 - - - - - - - - - - . BY -INSTALLER - - - - 114' MAX. SHIM - -. - j+' :- D-- +' D- r 'D-. - r ...G _. D' ... (MIN: EMBEDMENT) - (SEE NOTE 2 a 3 ON BHT. 2) - ` ~ D s a . i • D r ► , �� ` ► FRiOR FINISH -{4 D E; f BY OTHERS • ♦ D D •.rp . +D D • p • CONCRETEIMASONR-r2112• 'r • - - BY OTHERS (MIN. EDGE DIST.) • r • ' b •.b ALTERNATE PRECAST SILL DETAIL ► • • •4� be:: •: = p , , b•r , b . ,o-•b • •► 7 CUP' MASONR UPDATED PER NEW FT3C REQUIREMENTS b:.`a.o-. • r.• `be.'�� r.b b�•o� I ( A 07/07/06 ,a• s• o-• 111d' 1 .. s.n =,', 6�P• r r. �b�: ; o. • �.>. (MIR EMBEDMENT) CONCRETE/MASONRY 1 BYWOOD BUCK - - •3h ,. �• • -f'Y ' .BY OTHERS _ BY OTHERS te+:.• o l?• • • �• I90©S_W. 44TH AVENUE , .. (MIN. EDGE DISL) •c/'� ° L .00ALA, FLORIDA 34474 . q VERTICAL SECTION ,tyC�"• `'" ' o •..� `K' �r3 .tee - 7 CUP (MASONRY)�- TALLATION ANCHOR W/CUP DETAIL- LARGE MISSILE IMPACRAWW BY; AIR: < PVC CASEMENT BAT 7/7/2006 • _ c = r-r . •,_::Y.L, :•��':• PROPRIETAPYANO CONgOU ML c L ROBERThh LSMA '' o "co NTs .: CWS-161 ' THE INFORMATIONCONTAMED PO THIS DRAWNOIS T!$,SOLE PROPERTY OF A7570G y Y WINOOW SYSTELtS 7NO. ANY REPROOUCTON W PART OR AS A WHOLEHRTHOUX .. FL P.E. NC1.-03514 - .. _ ` WRITTEN PEiMSMONOFCUSTOM WINDOW MTE165 a-- IS PROWBITE0,AiI b r `'c : A 6 OF B � n - �v RI �'R.�S•C.al - a ' DRYWALL 1 BY WOOD.BUCK BY OTHERS BY OTHERS (MIN. EMBEDMENT) DRYWALL • t„ • . , BY OTHERS INSTALLATION ANCHOR, 3116• DIA. :•�•.� }, i/d'MAX. SHIM 114'MAX-SHIM ••_tit;'ti\t MASONRY SCREW tWNEOPRENE :J„ "'!�A r (SEE NOTE d J ON SHT. 2) (BEE NOTE 2 S 3 ON SHT. 2) • • t.t• • t•t• BACKED WASHER THRU SCREW SUPPORT 'L • G CAULK UNDER SCREW CAULK UNDER SCREW ► • ► •� 2 BY WOOD BUCK CONGRE'7E/MRBONRY HEAD 6Y INSTALLER HEAD BY INSTALLER • yw BY OTHERS BY OTHERS - CAULK BETWEEN 13LICK AND OPENING BY OTHERS— < �', • SASH SIDE INSTALLATION ANCHOR; 9101 , ►, s1rz (— RAIL SCREW THRU BACKS (MIN. EDGE DIST.) I ti.. .• D. WASHER THRU SCREW SUPP FDRYWALL i CAULK BETWEEN BUCKBY OTHERS • • AND OPENING BY OTHERS .2= (NON. EMBEDMENT) . D , ► . • 1 • , • P . ! • (MIN. EDGE DIST.) A • • • • . ;'• : - - - - - -BY WOOD BUCK - ' ' • • - - ; ► •CONCRETEfMASONRY BY OTHERSJAMS + 4 WINDOW FRAME `°a:a.:; BY OTHERS EXTERIOR FINISH v }.f PERIMEZERCAULK WINDOW FRAME °o BY OTHERS EXTERIOR F •1 1/4• BY INSTALLER JAMB EXTERIOR FINISH V4' MAX SHIM (MIN. EMBEDMENT) PERIMETER CAULK (SEE NOTE 2 d 3 ON SHT. 2) EXTERIOR FINISH BY INSTALLER BY OTHERS PERIMETER CAULK BY OTHERS HORIZONTAL SECTION /F\ HORIZONTAL SECTION B BY INSTALLER � � � FRAME(WOOD). CAULK UNDER SCREW B FRAME (MASONRY) . WINDOW FRAME HEAD BY INSTALLER D INSTALLATION ANCHOR, 3116•DLA. HEAD • SASH BOTTOM 'MASONRY SCREW w)NEOPRENE SASH TOP D MASONRY SC EW WNE• JH6' DIA. RAIL BACKED WASHER 7HRU SCREW ' MASONRY SCREWw1NEOPRENE SUPPORT RAIL BACRFD WASHERTHRU SCREW WINDOW F. SUPPORT CAULK UNDER SCREW .. HEAD BY INSTALLER PERIMETER CAULK ' BY INSTALLER 1/4' MAXSHIM INSTALLATION ANCHOR. 3116' DIA. 1 (SEE;NOTE 2 d 3 ON SHT. 2) MASONRY SCREW WiNEOPRENE EXTERIOR FlNISH ' SASH BOTTOM BACKED WASHER THRU SCREW BY OTHERS _ -r b RAIL SUPPORT WINDOW FRAME CAULK UNDER SCREW " SILL HEAD BY D43TALLER PERIMETER CAULK - _ "-_ _- HIGH STRENGTH STRUCTURAL BY INSTALLER GROUT BY OTHERS ' 114' MAX -SHIM 2 8 3 ' EXTERIOR FINISH pN BHT. Z BY OTHERS {r: •~~' .► �� SILL STOOL . • p'•s • . b•P� _p • P • :P ••1 BY OTHERS P♦ • >� D . t' ► . b♦► o-' •D.o- •. t USE SOLID WOOD SUPPOR =►. D. P. Paw b.o-.a. p;Dp'•D, o-..PP�P.•D /114 TO MAKE SILL LEVEL •. D ..•♦ P • w • • D •• •� . D• (MIN. EMBEDMENT) BY OTHERS • • CONCRETEIMASONRY 2112"_ i"� BY OTHERS (MIN. EDGE DIST.) ' VERTICAL SECTION D•p-► � p� � p•i - r p . rj` r • - rD s� • ►• ►P rb 11/4' D.► ,D • •b . s D D D b A b b (MIN. EMBEDMENT)' r D CONCRETE/MASONRY BY OTHERS (MIN. EDGE DIST.) ALTERNATE PRECAST SILL DETAIL FRAME (MASONRY) A UPDATED PER NEW FBC REQUIREMENTS OT B FRAME(MASONRYI PROPRIETARYAND CWFIDVa§kL THE INFORMATION CONTAINED IN THIS. DAa.WANGS THE SOLE WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PARTOR.AS A WRRTEN PERMISSION OF CUSTOM HANDOW SYSTEMS. If,-- IS I lbPP S.W.44TH AVENUE s'~ 7 s .` •_ �AIA, FLORIDA34474 :,7NSA -LATTON ANCHOR THRU FRAME DETAIL- LARGE MISSILE IMPAC �? �'I'•' ASEMENT Nb BAT 717/2008 NTS -CWS 167 :• 7r OF dl✓m' RO8�70�OMASPVCF wITHoWnTAE FL P.E Ny]:62514 n `' A 7 OF 8 TEO. _ _ .•. ,.. ,r, _, ietltl lim INSTALLATION ANCHOR, (MoL E.MSEDMENn $8 WOOD SCREW - - SHEATHING • BY OTHERS CAULK BEHIND FIN N ` BY INSTALLER ' °'•.. 2 BY WOOD BUCK , EXTERIOR FlMSH ' e, 2 BY WOOD BUCK BY OTHERS BY OTHERS BY OTHERS — 1/4' MAX. SHIM (SEE NOTE 2 3 ON SHT. 2) PERIMETER CAULK , da BY INSTALLER e - - INSTALLATION ANCHOR, . - . .dt .#aW00D SCREW . WINDOW WRAP .. . BY INSTALLER - - 1/4' AAAX. SHIM (SEE NOTEZ 83 ON SHT:,Z) i tf2• WINDOW FRAME - (MIN. EMBEDMENT) HEAD . .SHEATHING . -. a� r � BY OTHERS d d �� • EXTERIOR FINISH ' BY OTHERS WINDOWWRAP BY INSTALLER CAULK BEHIND FIN PERIMETER CAULK . BY INSTALLER BYINSTALLER . WINDOW FRAME ' • SILL (1 HORIZONTAL SECTION ' - 8 FIN(WOOD) IW MAX SHIM - F SEE NOTE 2 6 3 ON SHT. 2) ' WINDOW WRAP BY INSTALLER PERIMETER CAULK �r ,�r4lIp- BY INSTALLER 2 BY WOOD BUCK ' • BY OTHERS CAULK BEHIND FIN �0' BY INSTALLER ��� INSTALLATION ANCHOR: - 88 WOOD SCREW •'°� > A UPDATED PER NEW FBC REQUIREMENTS 07I0710B EXTERIOR FINISH BY OTHERS I ,. SHEATHING 1 1!2" . BY OTIJERS (MIN. EMBEDMENT) \\q l.:.y: •�. F.. �l�I t ' 1900 S-W. 44TH AVENUE i VERTICAL SECTION . _ OCALA, FLORIDA 34474 ' B FlN (WOOD) .`.' C- n �: •'ter iNSTALLATION ANCHOR FIN DETAIL -LARGE MISSILE IMPACT s . _' ' ., ��`,�, Vr•- PVC CASEMENT BAT - 7Q/2008 PROPRIETARYAND CONFWEMRL - =!✓° f 8400 NTS' CWS-161 THE WFORNATION GONTNNED IN THS DRAWING IS THE SOLE PROPERrrOwcus�ou L R�(3� ji1 + y VAWK)WSYSTEMS.INC,ANYREPROD=TIONINPARTORASAVA40LEl�iTr r'q+e FLP..piNO:s25T� .•a-1 A 8OF8 WRITTENPERMISSION OF CUSTOM WNDOWSYSTE1.45. Or- IS PROHSITffi a � i VR s' r• "( • , T., �ifit-x Oa ' • �euDca^a ,, a �,•'.. fd{.\. tj� d:"