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Home My WebLink AboutProduct Approval; Swinging Exterior Door Assemblies11/26/2019 Florida Building Code Online ,CIS Home Log In I User Registration Hot Tapfcs Submit SumhaTe Stats a Facts Publiratlons Con[aR Us BCIS Sile Map Links Search dba 'Ao%r 'vt= Product Approval ,y USER: Publlc User eemm^^ {�ncir}w{zm 1'mdva Ai ai Menu > Product or ARolication Seardh > Agolication List > Application Detail FL # Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.oc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Quality Assurance Representative ' Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext 221 amonteverde@cws.cc Category Exterior Doors Subcategory Swinging Exterior Door Assembli Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer J Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE -5 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL161 R6 COI EvalReoort176F.pdf Standard ASTM E283 ASTM E330 ASTM E331 Year 2004 2002 2009 https://www.floridabuilding.org/pr/pr app_dU.aspx?param=wGEVXQwtDgvyf4ngAXh1045csMGIoEpop8Yra/o2ffAksnAa/o3d 1/2 11/2612019 Sections from the Coc)'` Florida Building Code Online C Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 09/26/2017 09/29/2017 10/03/2017 12/12/2017 FL # Model, Number or Name Description 1 1.1 Guardian Hinged Door Guardian Hinged Door w/Glazed Insert. Limits of Use Installation Instructions Approved for use in HVHZ: No FL161 R6 II CWS-176F pdf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +40/-40 Evaluation Reports Other: Not for use in HVHZ. Primarily used with Screen FL161 R6 AE EvalRe o 7 F p_df Rooms. Created by Independent Third Party: Yes 161.2 Guardian Hinged Door Guardian Hinged Door w/Solid Core. Limits of Use Installation Instructions Approved for use in HVHZ: No FL161 R6 II CWS-242E.odf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +40/-40 Evaluation Reports Other: Not for use in HVHZ. Primarily used with Screen FL161 R6 AE EvalReport242E.pdf Rooms. Created by Independent Third Party: Yes sack Next Contact Us :: 2601 Blalr Stone Road, Tallahassee FL 32399 Phone: $50-487-1824 The State of Florida is an WEED employer. : ELLXA O 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 mall. If you have any questions, please contact 850.487.1395. 'pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you d4 not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: ®®®E M 1 1 security altrmcs- https://www:floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh1045csMGIoEpop8Yr%2ffAksnAp/o3d 2/2 TABLE OF CONTENTS GENERAL NOTES 8 ELEVATIONS........1 CONFIGURATIONS.................................2 SECTION VIEWS.............................. ....... 3 BOM 5 EXTRUSIONS ..............................4 ANCHOR SCHEDULE S NOTES.............5 INSTALLATION DETAILS ........................6 PRIME DOOR - NON -IMPACT (SHOWN W/ALUM. SINGLE HUNG) GENERAL NOTES' 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC). CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: OUTSW ING. LEFT OR RIGHT HINGED 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04e01109. 5. ANCHORAGE: THE 33 113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FORANCHOR DETAILS. W INDLOAD DURATION FACTOR Cd=1.8 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. 7. ALL FRAMES SCREWED TOGETHER. SMALL JOINT SEAM SEALANT USED AT ALL FRAME JOINTS. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING 37-1/4" x 81" I +/- 40 PSF NONE Lucas Turner 2017-09-15 15:13+20:00 WINDOW SYSTEMS 11 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 1000 ALUM. GUARDIAN DOOR NON -IMPACT a z 3 az3 z ❑wo ¢woo W zoz xr—KW- CI Qua-y0M3a zrW3zr3C_ Z Zxoarc wC O ON olJaruyi O oohop fQ- Z -zJ a I-�LLwOOLLO y Ow- z a po 53'-om 0 ice¢ wx�h a a ¢3w N. 50201 STATE OF z7- LUCAS A. TURNER, P.c. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GENERAL NOTES AND ELEVATIONS ACE 09/08/0 WIG;a REV CWS-176 F SHEET 1:15 1 OF 6 GLASS DLO SH-3500 (SEE SEPARATE APPROVAL) ALL GLAZING DSB TEMPERED MIN. 190D SW 44TH AVE. OCALA. FLORIDA 34474 www.cws.cc 1000 ALUM. GUARDIAN DOOR NON -IMPACT z 3 az3 I owo awoo w zoz w_+ �w3=IX3 z zxoa¢w `' V- 0 or-o a ❑ Uy0Zd13ya ❑ Z-N-Z 7y oz j❑ E30W pi OOz o z w ❑R'N❑www Ex =MIX ¢o°'�ii Z~0 W 2N t- a z3w No 58201 f STATE OF z� 9/15/2017 °•_ LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 DOOR CONFIGURATIONS AIDE 1 09/08/08 CWS-176 I F ALE' SHEET 1:10 1 20F6 (1193) SECTION VIEW A -A ITEMS NOT SHOWN FOR CLARITY: 9, 11, 17-19, 24-26, 31, 36 ALT. THRESHOLD (1186) ALT. THRESHOLD (1126) SECTION VIEW 13-8 THRESHOLD DESCRIPTION MAX. POS. DP 11"' B LIMPER THRESHOLD NONE 186 STANDARD THRESHOLD +40 SADDLE THRESHOLD NONE 1900 SW 44TH AVE. OCALA, FLORIDA3 74 W W W.CWS.CC 1000 ALUM. GUARDIAN DOOR NON -IMPACT a ? 3 <z3 z WJ❑ N1w-❑W w zoz KKh ❑ Q,n3>o¢3m z z zx2<¢wC.. O 0106<" ❑ zMyzz!-U, Y Q3p, moz f z w02. ow. No 58201 A STATE OF 9/1512017 LUCAS A. TURNER, FL PE N 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 Dff DESCRWTION SECTION VIEWS AIDE DwDu—iE— CWS-1 NOTE: INSTALLATION w/1126 OR 1193 THRESHOLDS ONLY ALLOWED sDA WHERE NO WATER INFILTRATION RESISTANCE IS NEEDED. 12 09/08/08 F 30F6 LINE ITEMS NOT USED: 2, 4, 20-22, 27. 30 NOTE: SINGLE HUNG B.O.M. NOT SHOWN, SEE SEPARATE APPROVAL. 6 CORNER KEY - S-1002 2 3/8'^,'jf 314' -1 1116 113/i6" L , OUTSW ING HEAD S-1377 2 15/16°-�j 5 1 112' L 1/16" STANDARD THRESHOLD S-1186 NOTE: ALL ALUMINUM EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED. 4 DOOR CORE - H-1601 --238' 3/4 11 Vi6' 3 OUTSWING JAMB S-1374 --3 3/8' 7 1_ 1/16' BUMPER THRESHOLD S-1126 36 OUTER FRAME ASSEMBLY 71 PANELFRAME ASSEMBLY 2 5/8'� _F AF 1116" 1 3/16' 33 ADJUSTABLE SWEEP S-1300 3 7116" 3/16' 6 I SADDLE THRESHOLD S-1193 THRESHOLD DESCRIPTION MAX. POS. DP 1120 BUMPER THRESHOLD I NONE 1186 ISTANVARD THRESHOLD 1 ♦40 1193 SADDLETFiRESHOLD I NONE NOTE: INSTALLATION w/1126 OR 1193 THRESHOLDS ONLY ALLOWED WHERE NO WATER INFILTRATION RESISTANCE IS NEEDED. 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 1000 ALUM. GUARDIAN DOOR NON -IMPACT a i 3 <zso z WHO "00 W zOz mr-F ❑ aN3aoac zrw 0< zW'0 o p'p o <ir¢ ,n O urar�na ❑ z-mzzr�w < 3o Fompz w �>?30� o0 ZNWNOwo. a xrO wo w No 50201 i- STATE OF H ,_ ,17NER, P.E.201A AVE.FL 342tltl_1574 BOM AND EXTRUSIONS AIDE 09/08/08 YG N REV: CWS-176 F SHEET 1:2 4OF6 123/4-NM O.C.(TYP.) SEE NOTE 2 (LAI90lifl I 6' MAX. (TYP.) WINDOW SYSTEMS —19M SW 44TH AVE. 6' MAX. (TYP.) OCALA. FLORIDA M474 - - - WWW.CWS.CC (TYP.) 1000 ALUM. GUARDIAN DOOR NON -IMPACT 17' MAX. O.C. a (TYP.) z w w ow a INSTALL TWO #B ANCHORS THRU zOz m STRIKE PLATE AND DEADBOLT STRIKE O 3 N 3> D PLATE INTO SUBSTRATE (TYP.) LL z Fw ZF Z 1 E a¢ INSTALL ONE #8 ANCHOR THRU O O r 0 a EACH HINGE INTO SUBSTRATE (TYP.) OU Z Z a DOUu- a3ow0 MIX w D: OIw" Vo rc a No 58201 STATE OF NOTES: -••nunun.- 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1/16' IS PRESENT. LOAD BEARING SHIMS SHALL RECONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. <� 9/1512017 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6, LUCAS A. TURNER, P.E. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING, DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED FL PE # 58201 WOOD MUST BE PROTECTED TO PREVENT REACTION. - 1239 JABARA AVE. NORTH PORT, FL 34286 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN PH. 941-380-1574 THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6. SHEET0ESOSiPnorv- 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHOR SCHEDULE AND NOTES 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3' FOR MASONTRY, 1' FOR WOOD AND METAL. 6anwn BY: DATE: -- BY: 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TOTRANSFER WIND LOADS TO THE 09/08/08 STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. Dwca: Bev- -- 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-176 F SCALES SHEET FMA/AAMA 100(FIN WINDOWS), FMAIAAMA200(FLANGE WINDOWS), FMA/WOMA 250(BOX WINDOWS), FMNAAMAIWDMA 300(EXTERIOR DOORS) 20 50F6 MIN. EMBEDMENT — SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT — BYINSTALLER SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION SEE TABLE 1 PERIMETER BE BYINSTALLER SUBSTRATE BY SEE TABLE 1 MIN. EDGE DIS.. SEE TABLE 1 TYPICAL HEAD ANCHORAGE (7! ILL ANCHORAGE MIN. EDGE DIST. SEE TABLE 1 MAX. SHIM INTERIOR ASONRY TABLE 1: APPROVED INSTALLATION FASTENERS SUBSTRATETYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. CONCRETE (2.0 KSI MIN.) 3116' RW TAPCON 1' 1-1/8° CONCRETE (2.85 KSI MIN.) 3116' ELCO ULTRACON 1' 1' 2X G=0.55) p10 WOOD SCREW 1-3/B' 112' 0. 5°ALUM. (6063-T5 MIN.)Oft U.045' ST EL (33 A 10 GRADE 53ELF-TAPPING/ DRILLING SCREW FULL TH THRU 0.045' 1/2, HINGE AND STRIKE PLATE ANCHORS 2XMIN. SOUTHERN PINE (G=0.55) p6 WOOD SCREW 1-3/6° TI6' MIN. EDGE DIST. 1900 SW 44TH AVE. SEE TABLE 1 OCALA. FLORIDA N474 INTERIOR 1/4. MAX. SHIM WWW.CWS.CC HINGEISTRIKEPLATE HINGE(STRIKEPLATE 1000 ALUM. MIN. EMBEDMENT MIN. EDGE DISTANCE GUARDIAN DOOR SEE TABLE 1 SEE TABLE 1 NON -IMPACT MIN. EMBEDMENT HINGE/STRIKE PLATE SCREW SEE TABLE 7 a w i 3 C Z 3 0,0 `� W o a ¢_zw SEE TABLE zpz z zZ= <mwzi; zx0Ls INSTALLATION SUBSTRATE BY OTHERS O O OwH- aryw SEE TABLEI SEE TABLEI o z DW'mum SEALANT BEHIND PERIMETER SEALANT < O m z O u O FLANGE BY INSTALLER INSTALLER a O r- r O 71 wwrwo-3:0 � (B ` HORIZONTAL SECTION Fr Z N w N 8O w w W 6 TYPICAL JAMB ANCHORAGE a0 w F 0 a i> wN n w W r m w3a po••HORE W JOPy `.GENg4P % ,, Nn 58201 Co: C STATE OF ;,!!I 9/15/2017 LUCAS A. TURNER, P.E. FL PE W 58201 1239 JABARA AVE. NORTH PORT, FL 34208 PH. 941-380-1574 INSTALLATION DETAILS AIDE 09/08/08 GWGp: qEV.: NOTE: GLAZED WINDOW FRAME ATTACHMENT SHALL FOLLOW ALUMINUM CWS-176 F ANCHORAGE AS SHOWN IN TABLE I. scue SHEET 1:2 6OF6 N