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HomeMy WebLinkAboutProduct Approval(orida Building Code Online s F BCIS Home I Log In User Registration Hot Topics Submit Surcharge Stats & Facts pr — FfW'da=-- ----- �' Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By . Certificate of Independence Referenced Standard and Year (of Standard) FL7561-R4 Revision 2017 Approved Page 1 of Publications 1 FBC Staff I BCIS Site Map Links Sear Elite Aluminum Corporation 4650 Lyons Technology Parkway Coconut Creek, ,FL 33073 (954)949-3200. dk@dokimengineering.net Do Kim dk@dokimengineering.net Bruce Peacock 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954)949-3200 bpeacock@elitealuminum.com Roofing Products Introduced as a Result of New Technology Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer. D Evaluation Report - Hardcopy Received Do Kim, P.E. PE-49497 QAI Laboratories 12/30/2022 CBUCK Engineering RI Validation Checklist - Hardcopy Received FL7561 R4 COI Cert of Independence.pdf tp://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgsgJlczX72BeuCe... 1/10/201 lorida Building Code Online Equivalence of Product Standards Certified By Page 2 of Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved 1709.2 Method 2 Option B 08/15/2017 08/16/2017 08/20/2017 10/10/2017 FL # Model, Number or Name Description 7561.1 Aluminum/Aluminum Composite 3"/4"/6"x0.024"x1lb EPS Composite Panel, Panels 3"/4"/6"x0.032x1lb EPS Composite Panel, 3"/4"/6"x0.024"x2lb EPS Composite Panel, 3"/4"/6"x0.030"x2lb EPS Composite Panel, Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7561 R4 II 2017 FBC-Elite Aluminum Corp -Install Approved for use outside HVHZ: YesInstruct.pdf Impact Resistant: No Verified By: Do Kim, P.E. PE 49497 Design Pressure: +80/-80 Created by Independent Third Party: Yes Other: In HVHZ, not to be used in structures considered Evaluation Reports living areas per FBC Section 1616 unless impact protection FL7561 R4 AE FL 7561 Evaluation Report-2017 FBC.pdf is provided. See installation drawing for nominal allowable Created by Independent Third Party: Yes design pressures and spans. Back Nettt Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement ;: Accessibility Statement :: Refund Statement Under Florida law, 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 mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant tr 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 they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish b supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee ur Chapter 455, F.S., please click here. Product Approval Accepts; esvr• N—MEJ'r it M Credit Card Safe tp://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsgJkzX72BeuCe... 1/10/201 r ELITE PANEL SPAN TABLES 3' x 0.024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)' MAX. ALLOWABLE'SPAN (FT) L/80 L/120 L/I80 L/240. 10 16.17 IS76 15.03 14.10 20 13.44 13.44 1222 10.35 30 10.78 10.78 9.41 6.60 40 9.22 9.22 6.60 P-85 50 917 8.17 3.79 60 7.40 639 0.99 70 6.B1 4.51 BO 6.33 264 4' x 0,024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF) I MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 19.00 19D0 17.17 16.53 20 15.01 15MI 15a1 13.95 30 12.50 1250 1250 1L38 40 10.97 10.97 10.97 &80 50 T9-2 9.92 9.44 6,22 60 9.13 913 751 364 70 952 8.52 5.98 1.07 80 aD2 8.02 364 6' x 0.024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)' MAX, ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 23.0D 21.24 21,47 eaff- 20 18.06 1&O6 I8.06 18.06 30 - 15,13 15.13 15.13 15.13 40 13.34 13.34 13.34 - 13.34 50 12.10 12.10 12.10 ]0.91 60 11.17 11.17 11.17 &43 70 10.44 ]0.44 1030 5.95 80 9B5 9.65 0.43 3.47 1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf). 3' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)' MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 IO 1750 I7S0 IC91 15.96 20 6 14D6 1216 30 6 1121 836 40 6 6.36 4S6 50 6 A7.804.. 551 0.76 60 &66 70 6 80 4' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)' MAX, ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 20150 20.50 20.11 - 19.24 20 19.61 19.24 17.49 1S74 30 1847 17.49 14.87 12.24 40 16.72 15.74 1224 8.74 50 1&28 13.99 9.62 5.25 60 13.84 1224 7.00 L75 " 70 IP-40 10.49 4.38 - 80 10.95 8.74 1 L75 6' x 0,032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)' MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 24,00 24.00 24.00 23.42 20 2334 23.21 2.82 20.22 30 2210 21.63 19.42 17.02 40 20.86 20.05 17.02 13.82 50 19.62 18.47 14.62 10.62 60 3838 16.89 1222 7.42 70 1714 1530 9.82 422 80 15.91 13.72 7.42 1.02 3' x 0,024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)' MAX, ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 19.33 19.95 I"1 7.66 20 18.11 17.66 7636 151 6 30 16.80 16,36 14.41 1P-46 40 15.49 15-0 12.46 9.86 50 1416 13.76 1D51 726 60 12.87 1&46 857 4.67 70 I1.57 IL16 6.62 2.07 BD 1026 9.86 4.67 4' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)' MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 21.97 21.97 21.52 20.97 20 20.77 20.77 19.06 18.76 30 19.57 19.57 1 2l 1655 40 1&36 18.36 1655 11.34 50 17.16 17.16 14P9 12.13 60 15.96 15.96 1324 9.93 70 14.75 14.75 1L58 7.72 BD1 13.55 1355 9.93 5.51 6' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)' MAX. ALLOWABLE SPAN (FT) L/BD L/120 L/160 L/240 10 2393 2393 e328 23.60 20 23.0 23.20 2393 22.46 30 22. 7 22.47 22.18 40 21.75 21.75 21.33 50 21a2 2L02 . .20.49 fill 20.29 20.29 19.64 N174 70 19.57 1957 18.79 18.84 18.94 17.94 GENERAL NOTES 1, Composite panels shall be eonslructed using type 3003-1,1154 aluminum Iuciness I or 2 PCF ASTM C-578 carpenter! barn! FPS adhere to aluninum facings with Ashland Chemical 20201) ISO grip. Fabrication to be by Elite panel products only in accordance with approved fabrication methods. 2. Elite roof panels ntaintuiu a UL 1715 (int) class 'B' (eXt) rating and are'NER-50I approved. 3. This specification has boon designed mud shall be fabricated in accordance with the requirements of the Florida BLHding Code 616 Edition (FBC), composite panels colitnly with Cltaptar 7 Section 720, Chapter 8 Section 803, Class A interior finish, and Chapter 2G Section 2603. All !oral building code antendlnents shall be adhered to as required. 4, The designer shall determine by accepted ettGittectingprndicc the allowable loads forsite specific load candillow (including load combinations) using the data from the allowable loads tables and spans in this approval. S. Dellceton limits and allowable spans have been listed to meet FBC including the HVHZ. In 11V -17- ibis product sludi be used in structures' not to be considered living arms" per Section 1616 unless impact resistance !it accordance to the H VHL requirements are !net. 6. Safety Ector of 2.0 has bcca used to develop allowable loads and spans ftoni testing in accordance to the Guidelines for Aluminum Structures Part 1 and conforms to the FBC Chapter If) and 20. 7, Testing has been conducted do accordance to ASTM E72-05r Shength Test orNnels rar Building Construction, 8. Referemce test reports: HCTI-05-1.988, RF.nO6-2t04, 14ETI-06-2066, HETI-06-2105, HETI-06-2067, HCTI-OS-100$ HETI- 06-2107, IIETI-05-1987, HLM-O6-2069, HETI-06-2070, IIETI-06.2071, HCTI-05-1994, IIETI-05-1991; [tET;-0&2072, HETI-06ti073, HETI-06.2074, HET[-05-1996, HETI-05-1989, HET[-05-1993, HETI.05-1985, HET605-I995,11ET[-05- 1990, HETI-05-1997, HETI-05-2037, HETI-05-2029, HETI-113-2039, HET[-OS-2030,14CTI-05-2041, HE7'I.05-2048, HE'1'1- 05-2036, HETI-05-2031, HETI-05-2038, HETI-05-2065, IIETI-OS-2040, HCTI-05-2042. 9. Linear interpolation shall be allowed roe figures within the tables showo. 10. Par>'Is with ran beluns shall be considered equiwdent to similar partels without Fan beams. Design profmionals may include 3' x 0,030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALL13WABLE LOAD (PSF)' MAX, ALLOWABLE SPAN (FT) L/80 L/120 L/I80 L/240 10 20.11 20a3 19.42 1681 20 19.02 1821 1758 16.35 30 17.93 1758 15.73 1389 40 16. 3 1635 13.89 I1,43 50 15.74 15.12 12.05 8,97 60 14.64 13.89 10.21 652 _ 70 13.55 12.66 8.36 4.06 80 12.46 IL43 6S2 1.60 4' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX, ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 2417 24.17 24.17 24.17 20 23XA 23.64 23.41 eall 30 22.57 2257 21.90 aim 40 2151 21.51 20.39 18.91 50 20.45 20.45 I8.98 1&80 60 19.39 19.39 17.37 14.70 70 I8.33 18.33 15.86 1259 80 I7P6 17P6 14.35 10.49 6' x 0,030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)' MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 24.00 24.00 2.00 23.84 20 23.69 23. 5 23,34 e2.84 30 22.94 22.94 .22.59 21,85 40 2e.23 22.23 � 219 2"5 50 21.53 21.53 -21.10 19.86 60 20.02 20P2 2D.36 1887 70 emit 2011 19.61 17.87 80 19.40 N 40 18.87 16.88 SEAL JOINT WITH CONTINUOUS CAULKING -f 0000 000000 E )0000000000C A I INTERLOCKING. CROSS SEQT1r7N I16060000060A �;N EPS CORE 1LB.OR 2LB O,",O�:O)(Oel 13PTMNAL GUTTER OR DRIP CAP DO KIM I S ASSOCIATE, LLC CONSULTING STRUCTURAL ENGINEERS PO Box 10099 Temp, FL W879 Tel: (813) a57-9855 a O 2 D- J. d]CQ L°. L r) ro = 5 � z ade E -�� " C� ai lu ge E tA'S 0(.59 aJT oar, qP Uj �V U. y 9 U. DO YEON KIM, P.E. a a rINFRONT � OFUe REG. NUMBER 40497 ALUMINUM BOTTOM �0DO IOM 6 ASSOCIATES, LLC FACINGS OCAA 26881 CLEAR SPAN (U INSIDE TO INSIDE OPOBOX10039 OOTempe.FL33879 0ENGINEER OF RECORD 70 PRDVIOE OFORROOF CONNECTIONS 6 ADD THICKNESS 13F pN FRONT 6 25% SUPPORTING STRUCTURE DETAIL BY VALL FOR TOTAL 0WIDTH a SIDESTHIS OR ANY OTHER ENGINEER PANEL SPAN: 0T SIDES) mte,c ry1e m"1''I"^'tliOp"` EPS ROOF PANEL/SPAN DESCRIPTION Drawing No. - FLA 001SHEET 1 OF1 Workspace Webmail :: Print Page 1 of 1 Print I Close Window Subject: 5200 ACRYLIC SLIDERS From: Roger Viton <rviton@cws.cc> Date: Thu, Feb 25, 2016 2:14 pm To: Maryann <maryannp@amsoffla.com> Attach: image001.jpg image002.png image0034pg image0044pg CWS-183-5200.pdf Maryann, Please find the Installation Instructions attached for your use in acquiring the permits needed. Thanks, Roger Viton Inside Sales Tel. 352-368-6922 ext: 4241 Fax 352-368-2928 1900 SW 44th Avenue, Ocala, Florida 34474 WWW.CWS.CC custom'FA WINDOW SYSTEMS uIrm From: Tony Earl Sent: Tuesday, June 16,.201511:17 AM To: Roger Viton Subject: Tony Earl Custom Window Systems, Inc. Engineering Dept. Ocala, FL.. 34474 P-352-368-6922 x.290 F-352-368-4770 Copyright © 2003-2016. All rights reserved. https://email24.secureserver.net/view print multi.php?uidArrav=195311NBOX&aEmlPart=O 2/25/2016 WINDOW At Building Code Note Vinyl Film and Acrylic Windbreakers are no longer part of Rule 61G20 as they are removable and must have a label adhered per Chapter 20 of the Florida Building Code 2014. As such products with acrylic or vinyl will have a label with the following text affixed: customlrdej WINDOW SYSTEMS Removable panel SHALL be removed when Wind speeds exceed 75mph (34m/s) In addition, Prime Doors with Acrylic or -Vinyl film Windbreakers installed meet the windbreaker requirement when the doors are open or the Acrylic/Vinyl is removed. Windows & Doors 1900 SW 40' Avenue - Ocala, Florida 34474 www.cws.cc Phone: 352-368-6922 • Fax: 352-368-4770 31 7 88"" ACRYLIC DLO 1z 6315/16" MAX ACRYLIC UNIT DLO 68 1/16" MAX SASH HT 441/4" ACRYLIC DLO 95" MAX SASH 96" 901/4" MAX ACRYLIC UNIT DLO HT I 72" MAX UNIT WIDTH 5200 OUTSIDE MOUNT W/ REMOVABLE SCREEN 9E MAX UNIT WIDTH 52XO MULTIPANEL SLIDER 21`2T OR 2P3T TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS...................1 ANCHOR SCHEDULE & NOTES........................2 SECTION VIEWS(5200).....................................3 SECTION VIEWS(52X0).....................................4 B.O.M: S..............................................................5 EXTRUSIONS(5200)..........................................6 EXTRUSIONS(52X0)..........................................7 INSTALLATION DETAIL.................................B-10 ACRYLIC SLIDER'WINDBREAKER" REQUIREMENT 35 3/4" MAX. PANEL WIDTH 96" 78" MAX UNIT WIDTH 34 7/8" ACRYLIC DLO MAX 87 15/16" UNIT ACRYLIC HEIGHT DLO 92 118" MAX PANEL HEIGHT 30 34' MAX. PANEL 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO WIDTH COMPLY WITH THE CURRENT VERSION OF THE FLORIDA BUILDING CODE. 2. GLAZING OPTIONS: -FULL PANEL ACRYLIC SHEET SPLIT ACRYLIC SHEET WITH USE OF CENTERBAR 3. APPROVED CONFIGURATIONS: "X/X" ISM W/ SPLINE GROOVE "X/X" OSM W/ SPLINE GROOVE : -=- OSM W/ REMOVABLE SCREEN "X/X" INTERIOR SGD FRAME MULTIPANEL "X/X" EXTERIOR SGD FRAME MULTIPANEL "X/X" W/ SCREEN INTERIOR SGD FRAME MULTIPANEL "X/X" W/ SCREEN EXTERIOR SGD FRAME MULTIPANEL "X/XOW INTERIOR SGD FRAME MULTIPANEL "X/X"' EXTERIOR SGD FRAME MULTIPANEL . "X/XOM W/ SCREEN INTERIOR SGD FRAME MULTIPANEL "XIX " W/ SCREEN EXTERIOR SGD FRAME MULTIPANEL 4 WINDBREAKER REQUIREMENT 5200 INSIDE MOUNT & VENTS TO BE REMOVED AT WINDS GREATER THAN 75 M.P.H. OUTSIDE MOUNT W/ SPLINE AS PER SECTION 2002.3 OF THE FLORIDA BUILDING CODE. GROOVE 5. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9-11 FOR ANCHOR DETAIL. 48 1/8" MAX PANEL WIDTH 192" MAX UNIT WIDTH 6. ALL FRAMES AND VENTS SCREWED TOGETHER. 48 318" MAX PANEL WIDTH 4410 ACRYLIC DLO 95" MAX PANEL HEIGHT I6" AAX JNIT iEIGFfl t 901/4" ACRYLIC DLO L 52X0 MULTIPANEL SLIDER 4P2T OR 4P3T' PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THS DRAWING IS THE SOLE WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS, WRITTEN PERMISSION OF CUSTOM VAN 00N/ SYSTEMS, INC. I: 7. REFERENCE TEST REPORT: CTLA-1162W 8. SERIES / MODEL DESIGNATIONS - ISM/OSM - HS5200 MULTIPANEL - HS52XO 9. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 7 ,1 Removable Panels SHALL be removed when wind speeds exceed 75moh 1900 SW 44TH AVE. OCALA, FLORIDA 34474 1 OF 11 21 r 6". MAX 18" MAX O.C. (TYP) MAX SEE NOTE 3 6" M/ INSTALLATION ANCHORS (TYP) 18" MAX O.C. (TYP) 18" MAX O.C. (TYP) ANCHOR LAYOUT - 52001SM/OSM THRU NAILING FIN (ALUM. PORCH ENCLOSURE) (SEE SHEET 8) 6" MAX 18" MAX O.C. (TYP) ANCHOR LAYOUT -52001SM/OSM THRU NAILING FIN (WOOD) (SEE SHEET B) 6" MA 6" MAX (TY 18" MAX O.C. (TYP) INSTALLATIOI ANCHORS (T) ANCHOR LAYOUT - (FRAME) THRU FRAME (TYP) (SEE SHEET 10) .. NOTES: 1. INSTALL ONE ANCHOR AT EACH LOCATION. 2. INTO CONCRETEIMASONRY OR WOOD: SHIM AS REQ'O 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. INTO ALUMINUM: SHIM.AS REQ AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/8". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. 4. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 5. 3/16" DIA ELCO TAPCON (OR EQUIV.) 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 BE ACHIEVED. 6. #10 WOOD SCREW ANCHORS MUST BE ORSUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/2" INTO 2 BY WOOD BUCK. 7. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1.1/2" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. B. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 9. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. 10. 98 X 3K' SHEET METAL SCREW ANCHORS MUST BE USED WITH FULL THREAD ENGAGEMENT INTO ALUMINUM ENCLOSURES. 11. AN APPROVED MEMBRANE OR MATERIAL SHALL BE PLACED BETWEEN ALL DISSIMILAR METALS TO CONTROL GALVANIC CORROSION. PROPRIETARYAND CONFIDENTIAL 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. NOTE 2 INSTALLATION ANCHORS (TYP) Removable panels SHALL be removed when wind speeds exceed 75mbh 1900 SW 44TH AVE. OCALA, FLORIDA 34474 2 Eb TYPICAL VERTICAL SECTION 1 not OSM SILL OSM JAMB 2 OSM SILL EXTERIOR TYPI CAL HORIZONTAL SECTION I Y U U 3 OSM HEAD W/SPINE GROOVE OSM JAMB W/SPINE GROOVE OSM SILL W/ SPLINE GROOVE ALTERNATE FRAME MEMBERS PROPRIETARY AND CONFIDENnAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUTTHE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. Removable panels SHALL be removed when wind speeds exceed 75moh 1900 SW 44TH AVE. OCALA, FLORIDA 34474 3OF11 2 TYPICAL VERTICAL SECTION. 1 3 2 TRACK HEAD 2 . 2 2TRACKJAMB 2 TRACK EXT. SILL 2 TRACK INT. SILL ALTERNATE FRAME MEMBERS PROPRIETARYAND CONFIDENTIAL 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 3 TRACK INT. SILL. Removable panels SHALL be removed when wind speeds exceed 75moh 1900 SW 44TH AVE. OCALA, FLORIDA 34474 40F11 2 I -1-UM ]ON CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM ° 1; GALE: WG. NO.: TYPICAL VERTICAL SECTION WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE 5200152XO NTS CWS- MITTEN PERMISSION OFCUSTOM WINDOW SYSTEMS. INC.ISPROHIBITED. EVLETTER• HEET• 5OF11 5200 ISM / OSM B.O.M. Item# Die # Description 1 S-1532 Head, Fr. ISM 1 S-1533 Head, Fr., OSM 1 S-1534 Head, Fr., OSM Spline 2 H-1535 Sill, Fr., ISM 2 H-1536 Sill, Fr., OSM 2 H-1537 . Sill, Fr., OSM Spline 3 S-1538 lJb.. Fr., ISM 3 S-1539 Jb., Fr., OSM 3 S-1540 Jib., Fr., OSM Spline 4 S-1543 I Panel Bot. Rail 5 S-1544 lPanel Top Rail 6 H 1545 JPancl Side Rail 7 H-1546 1panal interlock 8 S-1599 Pane1Glazebead 9 S-1599 CenterBar, Ac lic 10 P-3265 ILock. Savio style I P-3263 ILock Cam, Savio style 12 P-3270 Weeper. Acrylic 13 P-3215 1Wcep Cover w/Flap 14 P-3256A lGasket. Jamb -Sill, 0.062 thick ' 15 P-3602 lllollcrAssm, Single, Nylon 17 P-3609 JBuwer. Rubber 18 P-3398 I Oven Cell FoamPad 19 P-3213R JWstp., Dust Plug, 0.750 high 22 P- 304 Wst .. 0.180 x.187 back FinSeal, Gra 23 P-3304 lWstp., 0.180 x.187 back FinSeal, Ora 24 P-3308 Wst ., 0.310 x.270 back FinSeal, Black, SaftTouch 25 P-3308 lWstv.. 0,310 x.270 back FinSeal, Black, SoftTouch 26 P-3309 Ws, ., 0.210 x.187 back FinSeal, Black, SoftTouch 27 P-3402 Ws ., 0.530 x.115 back F nSeaL Black, Dia. Skirt. 29 P-3612 1#8 x 1.000 w/ 1/4" lead Quad PH Type A SMS 30 P-3502 # 10 x 1.000 Ph PH Type A SMS, Zinc 31 P-3504R 1/4 - 20 x0.500 Ph Tr. Hd. MS, Zinc 32 P-3342 Seam Sealer,SM-5504 33 P-3537 1#8 x0.500 Quad Ph Type A SMS 34 P-3097 Sh' in Block, Acrylic 35 P-3880 11abel, "75 MPH REMOVAL" 36 15.25 1 Acrylic, Sash 5200 MULTIPANEL B.O.M. PROPRIETARY AND CONFIDENTIAL 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. Removable panels SHALL be removed when wind speeds exceed 75moh 1900 SW 44TH AVE. OCALA, FLORIDA 34474 rf- 1 non 2.187 L ISM HEAD ALUM 6063-T6 2' ISM SILL ALUM 6063-T6 1 � 3.000 3 .911 ISM JAMB ALUM 6063-T6 2. OSM SILL ALUM 6063-T6 �- 3.000 -y 2 2.937 OSM SILL ALUM 6083-T6 OSM HEAD W/SPINE GROOVE ALUM 6063-T6 OSM SILL W/ SPLINE GROOVE .. ALUM 6063-T6 3.000 3 T 3.000 3 1.911 1.911 1� OSM JAMB OSM JAMB W/SPINE GROOVE ALUM 6063-T6 ALUM 6063-T6 PROPRIETARY AND CONFIDENTIAL 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. OUTERFRAME ASSEMBLY (TYP) 1.000 � 1.000 6 2.250 a I I 7 1.625 LOCKSTILE INTERLOCK ALUM 6063-T6 ALUM 6063-T6 VENT ASSEMBLY (TYP) 1.000 r- 4 2.750 g 1.8� / BOTTOM RAIL CENTERBAR ALUM 6063-T6 ALUM 6063-T6 ---j .780 T s 1.000 r-- 5 8j 5 GLAZEBEAD ALUM 6063-T6 2.000 L TOP RAIL "j „': • •.'. ALUM 6063-TB Removable panels SHALL be removed when wind speeds exceed 75moh 1900 SW 44TH AVE. OCALA, FLORIDA 34474 7 �F 3.808 z i - —5.494 1.001 0 1.00 2 TRACK HEAD 3 TRACK HEAD ALUM 6063-T6 ALUM 6063-T6 2 2 3.997 5.683 1.500 1.500 2 TRACK EXT. SILL 3 TRACK EXT. SILL - ALUM 6083-T6 ALUM 6063-T6 3.687 3 3 r— 5.371 .9�11�1 2TRACK JAMB 3TRACK JAMB ALUM 6063-T6 ALUM 6063-T6 3.874 2 5 2 TRACK INT. SILL ALUM 6063-T6 PROPRIETARYAND CONFIDENTIAL 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. 5.562 2 3 TRACK INT. SILL ALUM 6063-T6 1,000 1.625 MULTIPANEL INTERLOCK ALUM 6063-T6 PANEL ASSEMBLY (TYP) SCREEN ADAPTOR ASTRAGAL 60 - Removable panels SHALL be removed when wind speeds exceed 75moh 1900 SW 44TH AVE. - OCALA, FLORIDA 34474 OF 11 SCREEN ENCLOSURE MEMBERS BY OTHERS 1/8" MAXSHIM--]-1 T PERIMETER CAULK BY OTHERS WINDOW FRAME HEAD (ISM) #8 INSTALLATION SCREW ANCHOR CAULK BETWEEN WINDOW — FLANGE & SCREEN ENCLOSURE CAULK BETWEEN WINDOW FLANGE & SCREEN ENCLOSURE —#8 INSTALLATION SCREW ANCHOR EXTERIOR INTERIOR WINDOW FRAME SILL (ISM) PERIMETER CAULK BY OTHERS kENCLOSURE 1/8" MAXSHIM#81NSTALLATION SCREWANCHOR LK BETWEEN WINDOW GE & SCREEN SCREEN ENCLOSURE MEMBERS BY OTHERS VERTICAL SECTION ] INSIDEMOUNT(ALUM) INSIDE MOUNT SCREEN ENCLOSURE' 5200 FRAME MEMBERS BY OTHERS INTERIOR 1/8" MAX SHIM �— PERIMETER CAULK BY OTHERS 1/8" MAX SHIM �I !�—� PERIMETER CAULK BY OTHERS ®HORIZONTAL SECTION INSIDE MOUNT (ALUM) WINDOW FRAME SILL (OSM) #8 INSTALLATION SCREW ANCHOR EXTERIOR )E MOUNT CAULK BETWEEN WINDOW TAME FLANGE & SCREEN #8 INSTALLATION ENCLOSURE SCREW ANCHOR ®HORIZONTAL SECTION ] OUTSIDE MOUNT (ALUM) ®ALTERNATE MOUNTING OPTION ] OUTSIDE MOUNT (ALUM) PROPRIETARYAND CONFIDENTUWL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOWSYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. DIETER CAULK THERS 8" MAX SHIM SCREEN ENCLOSURE MEMBERS BY OTHERS Removable panels SHALL be removed when wind speeds exceed 75mph 1900 SW 44TH AVE. OCALA, FLORIDA 34474 4/20/201 CWS-11 9 OF 11 2 BY BUCK BY OTHERS 1/8" MAX SHIM PERIMETER CAULK . BY OTHERS WINDOW FRAME HEAD (ISM) #8 INSTALLATION SCREW ANCHOR CAULK BETWEEN WINDOW FRAME AND BUCK INSIDE MOUNT 1/8" MAX SHIM BY OTHERS 5200 FRAME INTERIOR CAUL.k BETWEEN WINDOW FRAME AND BUCK PERIMETER CAULK BY 0 HERS BY OTHERS E 2 BY BUCK INSTALLATION BY OTHERS CREW ANCHOR 7 2 BY BUCK BY OTHERS PERIMETER CAULK EXTERIOR BY OTHERS CAULK BETWEEN Wit 1/8" MAX SHIM �I OUTSIDE MOUNT FRAME AND BUCK 5200 FRAME BY OTHERS HORIZONTAL SECTION #8 INSTALLATION e NSIDEMOUNT(WOOD) SCREW ANCHOR ©HORIZONTAL SECTION B OUTSIDE MOUNT (WOOD) WINDOW FRAME SILL (OSM) PERIMETER CAULK BY OTHERS EXTERIOR INTERIOR #8 INSTALLATION 1/8" MAX SHIM WINDOW FRAME SCREW ANCHOR SILL (ISM) CAULK BETWEEN WINDOW PERIMETER CAULK FRAME AND BUCK BY OTHERS BY OTHERS 2 BY BUCK i BY OTHERS ®ALTERNATE MOUNTING OPTION 1/8" MAX SHIM B OUTSIDE MOUNT (WOOD) Removable panels SHALL be removed #8 INSTALLATION when wind speeds exceed 75mph SCREW ANCHOR CAULK BETWEEN WINDOW FRAME AND BUCK 1900 SW 44TH AVE. 2 BY BUCK BY OTHERS OCALA, FLORIDA W74 BY OTHERS. ' TL INSTALLATION DETAIL M)001-iI _ 5gnn nr.PVI Ic YY k 1 i ffiBE AL SECTION 8 INSIDE MOUNT (WOOD) PROPRIETARYAND CONFIDENTIAL THE INFORMATION CONTAINED IN TMS 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. 15 PROHIBITED. 0OF11 CONCRETEIMASONRY CONCRETE/MASONRY BY OTHERS BY OTHERS CAULK BETWEEN FRAME AND (MIN. EDGE DIST.) OPENING BY INSTALLER INSTALLATION ANCHOR, D EXTERIOR FINISH 3/16' MASONRY ANCHOR BY OTHERS 4 7/16" 3 3/16" 114" dlllll c° e N e N e N N (MIN. EMBEDMENT) d D.aD oo oo• D D C D 04 04 • 1 BY WOOD BUCK BY OTHERSIA PERIMETER CAULK BY OTHERS DOORFRAME HEAD CAULK UNDER SCREW HEAD BY INSTALLER EXTERIIOR INTERIOR INSTALLATION ANCHOR, 3116" MASONRY ANCHOR DOORFRAME SILL PERIMETER CAULK BY OTHERS '&CONCRETE/MASONRY- BY OTHERS _ 4 7116" (P ERTICAL SECTION g MULTIPANEL(EXTERIOR SILL) 1 1/4" (MIN. EMBEDMENT) 1/4" MAX SHIM (SEE NOTE 2 & 3 SHEET 3) 1/4" MAX SHIM (SEE NOTE 2 & 3 SHEET 3) INTERIOR CAULK UNDER SCREW HEAD BY INSTALLER rt �� d DOOR FRAME — (MIN. EDGE DIST.) V °9o. DOOR FRAME JAMB �_ oc JAMB .o •O •o 0 00.0 0' PERIMETER CAULK CAULK UNDER SCREW — HEAD BY INSTALLER CAULK UNDER SCREW HEAD BY INSTALLER b. °- BY OTHERS EXTERIOR EXTERIOR FINISH PERIMETER CAULK BY OTHERS BY OTHERS �JIHORIZONTAL SECTIONiA 9 MULTIPANEL (1BYBUCK) PERIMETER CAULK BY OTHERS c D —SET SILL IN BED OF CONCRETE OR GROUT -� THE ENTIRE LENGTH OF SILL TO SUPPORT ALL ANCHORS BY INSTALLER. EMBEDMENT) ©ALTERNATE SILL OPTION 9 MULTIPANEL (INTERIOR SILL) — 1 112" (MIN. EMBEDMENT) CONCRETE/MASONRY BY OTHERS D c 2 BY WOOD BUCK BY OTHERS D a * CAULK BETWEEN FRAME AND OPEC I A .4 BYINSTALLER a LSTALLATION ANCH 0 WOOD SCREW o.4boo •o o•o.'d o0 0 0 0. o EXTERIOR FINISH BY OTHERS (PHORIZONTAL SECTION g MULTIPANEL M BY BUCK) PERIMETER CAULK BY OTHERS D 1 1/4" MIN EMBED ENT Removable panels SHALL be removed when wind speeds exceed 75moh 1900 SW.44TH AVE. OCALA, FLORIDA 34474 TL : INSTALLATION DETAIL - 52X0 MULTIPANEL BAT DAB' 4/20/2012 PROPRIETARYANO CONFlOMO ENL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM 5200/52X0 C W WIG. NO.: NDOW SYSTEMS• INC. ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. E . LETTER: NTS CWS-183 HEET: 11 OF 11 THE GUARAD IN PRIME DO OR$ SUPERIOR, CONSTRUCTION CORE VFULL HALF IEW FIXED LITE THE GUARDIAN line of prime doors are available in wlute, bronze or driftwood, come in a wide variety of styles and are easy to install. Theheavy, extruded and insulated frames are a durable 2" x 4". An extruded foam -filled T slot seal on Z-Bar creates the best possible inner seal and fin -seal weatherstripping surrounds the entire door. Hinging is provided by way of four stainless steel tamper -proof hinges with brass bushings attached with stainless steel rivets. An extruded heavy comer key prevents door sag. The outer frame is screwed together t added strength. Plush mounted single hung windows and mitred corners present a cleaner appearance. Optimum security is provided through the upgraded lever lockset and deadbolt. Applicable styles also offer embossed kick -panels both inside and out. ..W. :. _Iff FULL SINGLE - HUNG LM COLONIAL HALF SINGLE - HUNG 6 LITE HALF SINGLE - HUNG m 4 TRACN VERTICAL VINYL a:. j Custom Window Systems' ongoing dedication to design innovation, along with their, F standard of uncompromising quality, has led the company p Y o develop custom dies, tooling and production techniques. The latest L in computer technology is utilrzed to assure the strict tolerances and THE�, � Gy.II1,�rJ//(����\ �� ® � attention to detail that have made the company an industry leader. �(1�`� II' I/ TM u`�l' � II ��I' The highest quality of metal, glass, nuts and bolts, as well as every bit of PRIME DOORS �S VVV hardware, both visible and unseen by the consumer, complements r carefully tested designs that are proven durable and user-friendly.