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HomeMy WebLinkAboutPRODUCT APPROVALBCIS Home Log In User Registration I Hot Topics ! Submit Surcharge + State & Facts j Publications j FBC Staff j BCIS Site Map Links Search j Florida M r ,,t I t�` !"� Product Approval USBR: Public User ' Product Approval Menu > product or Application Search > Application List > Application Detail FL # FL161-R6 'YI Application Type Ion 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 Ext245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative lay Lathrop Address/Phone/Email ! 1900SW44th•Ave Ocala, FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext221 amonteverde@cws.cc Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed"the 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 Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Z Validation Checklist - Hardcopy Received FL161 R6 COI EvalReoort176F.Pdf Standard Year ASTM E283 2004 ASTM E330 2002 ASTM E331 2009 r C Product Approval Method Method 1 Option D Date Submitted 09/26/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 S.rmm of Dm i. to FL # Model, Number or Name Description 61.1 Guardian Hinged Door Guardian Hinged Door w/Glazed Insert. mlts of Use Installation Instructions Approved for use in HVHZ: No FL161 R6 II CWS-176F.Ddf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Design Pressure: +40/-40 Created by Independent Third Party: Yes Evaluation Reports Other: Not for use in HVHZ. Primarily used with Screen FL161 R6 AE EvalReDOrt176F.Ddf 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.Ddf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Design Pressure: +40/-40 Created by Independent Third Party: Yes Evaluation Reports Other: Not for use in HVHZ. Primarily used with Screen FL161 R6 AE EvalReport242E.Ddf Rooms. Created by Independent Third Party: Yes Back Next 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 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 do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ®� ® e0trFc1 M Credit • Safe securityhth-ruics a TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ........ 1 CONFIGURATIONS.................................2 SECTION VIEWS.....................................3 BOM & EXTRUSIONS ..............................4 ANCHOR SCHEDULE & NOTES.............5 INSTALLATION DETAILS ........................6 r PRIME DOOR - NON -IMPACT (SHOWN W/ALUM. SINGLE HUNG) j� 37 1 /4" OVERALL WIDTH 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: OUTSWING, 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-1300-04e01/09. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 9" 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE TYP.) SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. 7. ALL FRAMES SCREWED TOGETHER. SMALL JOINT SEAM SEALANT USED AT ALL FRAME JOINTS. ;TYP.) W. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING - /4" x 81" +/- 40 PSF NONE Lucas Turner 2017-09-15 15:13+20:00 WINDOW SYSTEMS E 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 1000 ALUM. GUARDIAN DOOR NON -IMPACT Q Z ¢zo F 0w0 ww0❑W z w -i ❑ O ; !w§ }OwzE UL Pw� zr-gx z zx2Q0�w00 O 0E-0 Q=F_w U UUF- ZaF-fn a. ❑ z-U zF_:D z OU' (=) 7U- Q F�LLg0OOLLZ Q w—=0— � 2Q0E-U1=ZUj tr rn O w 0 o w w p W w w a w _~0: W WCD d F- a W 4 �11DRE W `�GQ°;.��0 E NSF No 58201 •:�i3 E o: a. 9 ; STATE OF 'i�'�iS�ON A ; �;.•`�� 9/15/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GENERAL NOTES AND ELEVATIONS ADE 1 09/08/08 CWS-176 F SCALE: SHEET 1:15 1 OF 6 GLASS DLO SH-3500 (SEE SEPARATE APPROVAL) ALL GLAZING DSB TEMPERED MIN. asibm* WINDOW SYSTEMS W3 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 1000 ALUM. GUARDIAN DOOR NON -IMPACT a ? Qzo t= Ow0 Q~ow z w-j❑ w .zoz>-Ot:_m u IQ-wz��gx z z=mwpO O OHO Q=Fof U OU)I- ZaF(Ad O z-� zl-�(A Q F-tiO0O Y Q�Ow-=O- Q w ��wU)i0wcnw a � =~Ir w�w� a H a of a `,�ttttP1,MREty� . G , ,�'� t No 582©1 •:fii� :ro: cap :9: STATE OF ::4u 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 09/68/08 CWS-176 F nee: SHEET 1:10 2 OF 6 W-E SECTION VIEW A -A ITEMS NOT SHOWN FOR CLARITY: 9, 11, 17-19, 24-26, 31, 36 r (1193) ALT. THRESHOLD (1186) ALT. THRESHOLD (1126) NTERIOR 8 � 0� 37 0 r03 SECTION VIEW B-B THRESHOLD DESCRIPTION IMAX.POS.DP 1 BUMPER THRESHOLD NONE 1186 STANDARD THRESHOLD + 40 3 SADDLE THRESHOLD NONE NOTE: INSTALLATION w/1126 OR 1193 THRESHOLDS ONLY ALLOWED WHERE NO WATER INFILTRATION RESISTANCE IS NEEDED. WINDOW SYSTEMS kJ 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 1000 ALUM. GUARDIAN DOOR NON -IMPACT a ? ¢zo ❑wO Ql-9w Z zoz W ZOZ wt>�F"' Q QfA�}Oof>O] LL F-W Zf-�g2 z zxn¢XwOO O OI-O a=F af U 0C/) zaPcoa. Q OZU(oZOLLO >_ Q�oWOFOz F- an ~U Zcq W o c o00 w w w aOf 0 w~� W�wcn a a (if a GQ.�.��GEAIgfi.•�Q,F�.. No 58201 • •.�� :90 STATE OF ��i F• a� O A 1 O P; c��c�,� v� 9/15/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 EET DESCRIPTION: SECTION VIEWS AWN BY: DATE: AIDE 09/08/08 VG #: REV.: CWS-176 F 'ALE: SHEET 1:2 3OF6 PARTS LIST PART # DESCRIPTION S-1377 HEAD, Z BAR, OUTSWING S-1374 JAMB, Z BAR, OUTSWING S-1186 THRESHOLD S-1193 SADDLE THRESHOLD S-1126 BUMPER THRESHOLD H-1001 DOOR CORE S-1002 CORNER KEY P-3008 HINGES P-3376 POP RIVET P-3280 DEADBOLT - 3127-A-Q P-3280 LOCKSET - 3127-A-Q P-3302 WSTP, .330 x .187 FIN, BLACK SOFT P-3310 WSTP, .350 x .187 BULB VINYL P-3224 WSTP., THRESHOLD VINYL P-3087 GASKET, DOOR KNOB P-3204 GASKET, DEADBOLT P-3584 FOAM CORE P-3214 BUGSWEEP P-3539 8 x 314, QUAD PAN TEK P-3329 FOAM BLOCK, DOOR KNOB P-3350 FOAM BLOCK, FILLER P-3369 CYLINDER, DOOR PLUNGER P-3370 CYLINDER, DEAD BOLT P-3531 8 x 3/8 PHIL FLAT SMS VENDOR MATERIAL 6' KEYMARK' ALUM KEYMARK ALUM KEYMARK ALUM KEYMARK ALUM KEYMARK ALUM KEYMARK ALUM KEYMARK ALUM IDEAL SS HUB SS DELANEY SS DELANEY SS ULTRAFAB ULTRAFAB -EAM PLASTICS PRATT IND. FOAM HO PRODUCTS FOAM ELITE FASTEC STEEL IMPERIAL FOAM METALS USA YALE SS YALE SS FASTEC SS 1 33 1 S-1300 (ADJUSTABLE SWEEP I KEYMARK -1 _ALUM I YALE I SS 36 1 P-3612 18,x 1-1/4 QUAD PAN W/ 1/4" LEAD FASTEC STEEL 37 1 P-3776 IBACKER PLATE ALCOA ALUM LINE ITEMS NOT USED: 2, 4, 20-22, 27, 30 NOTE- SINGLE HUNG B.O.M. NOT SHOWN SEE SEPARATE APPROVAL. CORNER KEY - S-1002 r-- 2 3/8" 1/16" 1 13/16" 1 OUTSWING HEAD S-1377 2 15/16"- \ r1116 1 1/2" " STANDARD THRESHOLD S-1185�- NOTE: ALL ALUMINUM EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED. 4 DOOR CORE - H-1001 2 3!8" 1 11/16" 3 OUTSWING JAMB S-1374 3 3/8" 7/8" 7 1/16" BUMPER THRESHOLD S-1126 OUTER FRAME ASSEMBLY 11 PANEL FRAME ASSEMBLY 2 5/8" ;1/16., 1 3/16"I ADJUSTABLE SWEEP S-1300 3 7/16" 13116" 6 L SADDLE THRESHOLD S-1193 THRESHOLD DESCRIPTION MAX. POS. DP 1126 BUMPER THRESHOLD NONE 6 STANDARD THRESHOLD + 40 1193 SADDLE THRESHOLD NONE I�Cry S6199(off WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 1000 ALUM. GUARDIAN DOOR NON -IMPACT Q Qz0 F- 0w0 wwao z wJ❑ w z 0 z — o ILLF- w�ZO�2= ,. z zx�QIxwpO O Oh0 <MI- U UUHZarUo ❑ z—U ?I-DCA z OZUfnz7U— Q H—U- 0o U-z >- Q�Ow—xO_ F-UF-z'6 w 00 c�(nowvnw LLw W OJEAF Of z—¢ w~ x of w�w`n a a x a F aaapunpry�� P110RE.WT���' . Q• - CENg •. Pam: - : No 58201 - STATE OF :�W z� 9/15/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: BOM AND EXTRUSIONS ADE DWG#: CWS-176 NOTE: INSTALLATION w/1126 OR 1193 THRESHOLDS ONLY ALLOWED SCALE: WHERE NO WATER INFILTRATION RESISTANCE IS NEEDED. 12 091 8108 d.: F SHEET 40F6 T 12 3/4" MAX O.C. (TYP.) �--{ 6" MAX. (TYP.) 6" MAX. (TY 17" MAX. O.C. (TYP.) INSTALL ONE #8 ANCHOR THRU EACH HINGE INTO SUBSTRATE (TYP. ANCHORLAYO VSTALLATION ANCHOR (TYP.) INSTALL TWO #8 ANCHORS THRU STRIKE PLATE AND DEADBOLT STRIKE PLATE INTO SUBSTRATE (TYP.) NOTES: 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 BECONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 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 WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE 'IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONTRY, 1" FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) WINDOW SYSTEMS li 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 1000 ALUM. GUARDIAN DOOR NON -IMPACT g Qzo F ❑w0 <H_m z W w ❑ w zOZ wt:KP ❑ Qm�t}Om5m LL F-w z�-3:21 z z=2QwwpO O OFO ¢=F� U UU)FZaFcl)a ❑ z m-?F ❑ in <Qow-xo Z w O❑ ir u)❑ w O W 'Dw QJfnH a WoEiw _~W W�ww a 0% PNpRE No 58201 90 STATE OF ;4cf C z� 9/15/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 ANCHOR SCHEDULE AND NOTES ADE 1 09/08/08 CWS-176 F 'ALE: SHEET 1:20 5 OF 6 TYPICAL HEAD ANCHORAGE MIN. EMBEDMENT SEE TABLE 1 SUBSTRATE BY OTI SEE TABLE 1 PERIMETER SEALAI BYINSTALLER INSTALLATION ANC SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTAL. INSTALLATION ANCHOR SEE TABLE 1- - - - PERIMETER SEALANT BY INSTALLER T SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 4" MAX. SHIM INTERIOR SEAL OR SET IN CONCRETE OR MASONRY o MIN. EMBEDMENT a o SEE TABLE 1 a MIN. EDGE DIST. SEE TABLE 1 7(rA�-)VERTICAL SECTION TYPICALSILLANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1" 1-1/8" CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" 1" ZXMIN. SOUTHERN PINE G= .55) #10 WOOD SCREW 1-3/8" 1/2" 0.045" ALUM. (6063-T5 MIN.) OR 0. EL (33 KSI MIN.) #10 GRADE 5 SELF-TAFFM/ DRILLING SCREW FULL THREAD THRU 0.045" 1/2" HINGE AND STRIKE PLATE ANCHORS 2XMIN. SOUTHERN PINE (G=0.55) #8 WOOD SCREW 1-3/8" 7/8" WINDOW SYSTEMS L�� MIN. EDGE DIST. 1900 SW 44TH AVE. SEE TABLE 1 OCALA, FLORIDA 34474 WWW.CWS.CC INTERIOR 1/4" MAX. SHIM HINGE/STRIKEPLATE HINGE/STRIKEPLATE 1000 ALUM. MIN. EMBEDMENT MIN. EDGE DISTANCE GUARDIAN DOOR SEE TABLE 1 SEE TABLE 1 NON -IMPACT MIN. EMBEDMENT g z 3: ¢ZOO HINGE/STRIKE PLATE SCREW SEE TABLE 1 z Q F w o uj o p SEE TABLE 1 w O ZOZ �~��- Fw§ZO�g2 -. Z O Zx2Qofwp0, OHO Qxl-x , INSTALLATION ANCHOR SUBSTRATE BY OTHERS U U co F- Z a r cf) 5- SEE TABLE 1 SEE TABLE 1 z O p— z? v CD Z000 SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT TALLER Q I-- O m Z O L- Z z ¢ O z � Bc 7HORIZONTAL SECTION ofz to w p w F D- O w TYPICAL JAMB ANCHORAGE a x of ~ Of w�w� � EL _ F a X D- lNpREW r t No " �9 � STATE OF , tub 9/15/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: INSTALLATION DETAILS ADE 09/68/08 DWG #: REV.: NOTE: GLAZED WINDOW FRAME ATTACHMENT SHALL FOLLOW ALUMINUM CWS-176 F ANCHORAGE AS SHOWN IN TABLE 1. SCALE: SHEET 1:2 6 OF 6 v