The URL can be used to link to this page

Home My WebLink AboutPRODUCT APPROVAL EXTERIOR DOORSdba xg..gxa gg / SCANNED BY � St Lude Caunty ;an BCIS Home Log In User Registration t Hot Topics i Submit Surcharge Slats & Facts Publications FBC Staff BCIS Site Map { Links Search Product Public User oval USER: Produc( App.Em% M&nu > Product or Application Search > Application List > Detail I• FL # FL161-R6 Application Type Code Version 2017 Application Status Approved I Comments Archived I Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 245 kpine@cws.cc I Authorized Signature Kevin Pine kpint:@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th 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 Ext 221 amonteverde@cws.cc I 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 I Florida Engineer or Architect Name who developed the Lucas A. Turner Evaluation Report Florida License PE-58201 I 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 4, Validation Checklist - Hardcopy Received FL161 R6 C II EvalReoort176F,pdf Standard ASTM E283 ASTM E330 ASTM E331 Year 2004 2002 2009 FILE COPY I. 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 C." ma of Dr 11",+a Model, Number or Name Description 161.1 5Imits D.fuse Guardian Hinged Door Guardian Hinged Door w/Glazed Insert. 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_ AEE_v_alReport176F.pdf 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 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 Ev-alReport242E,pdf 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 mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address 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 dick here . Product Approval Accepts: Credit Card Safe 0 TYPICAL HEAD ANCHORAGE MIN. EMBEDMENT SEE TABLE 1 SUBSTRATE BY OTf SEE TABLE 1 PERIMETER SEAL.AL BYINSTALLER INSTALLATION ANCI SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALL MIN. EDGE DIST.' SEE TABLE 1 INTERIOR 1/4" MAX. SHIM MIN. EDGE DIST. HINGE/STRIKEPLATE HNGE/STRIKEPLATE SEE TABLE 1 MIN. EMBEDMENT MIN. EDGE DISTANCE SEE TABLE 1 r1 i SEE TABLE 1 MIN. EMBEDMENT 1" MAX. SHIM HINGE/STRIKE PLATE SCREW SEE TABLE 1 SEE TABLE 1 / I INTERIOR INSTALLATION ANCHOR SEE -TABLE 1 SEAL OR SET IN CONCRETE OR MASONRY PERIMETER SEALANT -� BYINSTALLER a — T a o o _MIN. EMBEDMENT' SUBSTRATE BY OTHERS _ - _ Q o SEE TABLE 1 SEE TABLE 1 - - a MIN. EDGE DIST. SEE TABLE 1 SILL ANCHORAGE TABLE I: APPROVED INSTALLATION FASTENERS SUBSTRATE TYPE _ ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1" CONCRETE (2.85 KSI MIN.) 3116" ELCO ULTRACON 1" 1" S ERN PINE (G=0.55) #10 OD SCR - 1/2 3 T5 MIN.) O 0.045" STEEL (33 KSI MIN. #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.045" HINGE AND STRIKE PLATE ANCHORS 2X MIN. SOUTHERN PINE (G=0.55) #8 WOOD SCREW 1-3/8" 7/8" INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER L SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT �1 BY IN R B_ HORIZONTAL SECTION 6 TYPICAL JAMB ANCHORAGE F ILE COP` NOTE: GLAZED WINDOW FRAME ATTACHMENT SHALL FOLLOW ALUMINUM ANCHORAGE AS SHOWN IN TABLE 1. (c®m WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 1000 ALUM. GUARDIAN DOOR NON -IMPACT J ¢ Z 3 ¢Zo F ❑ w 0 Q H 0 0 z w J w zOzfrt2 FP o�zt- a rw_ ?:2x z zx�¢rrwOO O OU)O�jaFU)n- O z- SO z Z~ D U) QOZowzo 0 F_a20U- ¢�Ow-x0_ z w 0 F} 0 w O w a a wF-0 a0�} � a: � w�Wrn a a .of a No 58201 Elo: STATE OF ;4u -..S 0 A ;z 9/15/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 INSTALLATION DETAILS AIDE 09/08/08 VG #: REV.: CWS-176 F ALE: SHEET 1:2 6 OF 6 12 3/4" MAX O.C. (TYP.) 6" MAX. (TYP.) { �- 6" MAX. (TY VSTALLATION ANCHOR (TYP.) 17" MAX. O.C. (TYP.) INSTALL TWO 98 ANCHORS THRU STRIKE PLATE AND DEADBOLT STRIKE PLATE INTO SUBSTRATE (TYP.) INSTALL ONE #8 ANCHOR THRU EACH HINGE 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 MININIUNI SPQR IIFIFD IN TABLE.1 SHEET 6. rJ S!?r c%F2 Rai �.. 6. ANCHOR EMBE15MENT(TO SUBSTRA`.TE SOL•L BE.BEYOND WALL DRESSING OR STUCCO. O - i-I TER=cpn"G(�G�SpALL E MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONTRY, 1" FOR WOOD AND METAL. T A MINIMUM CITE 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), -FMA/WDMA'250(BOX WINDOWS), FMA/AAMAfWDMA 300(EXTERIOR DOORS) WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW:CWS.CC 1000 ALUM. GUARDIAN DOOR NON -IMPACT Q ? az8 F owo Qwow z W -3 ❑ w z O z oft Z H ❑ Qm3}O��m LL �_w z��x O OHO6QwQQ U U�HZdF=..cod - ❑ z`U—?F-nco zQ—Z.0U)z0U— Q— LLW o 0 o Z Of �a}o}rF-F-z W 0 0 wJ0H fp❑WW LLQ afn W =a X-O�cA X _~� w�wcn a F a a 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 AIDE 1 09/08/08 CWS-176 F ALE: SHEET 1:20 5 OF 6 ITEMI PART #DESCRIPTION VENDOR MATERIAL 1 S-1377 HEAD, Z BAR, OUTSWING KEYMARK ALUM 6 S-1193 'SADDLE THRESHOLD KEYMARK I ALUM 7 S-1126 BUMPER THRESHOLD KEYMARK ALUM 1 9 1 S-1002 ICORNER KEY I KEYMARK I ALUM I 11 1 P-3376 I POP RIVET HUB SS 12 P-3280 DEADBOLT-3127-A-Q DELANEY SS 13 P-3280 LOCKS ET - 3127-A-Q DELANEY SS 14 P-3302 WSTP, .330 x .187 FIN, BLACK SOFT TOUCH ULTRAFAB 15 P-3310 WSTP, .350 x .187 BULB VINYL ULTRAFAB 16 P-3224 WSTP., THRESHOLD VINYL TEAM PLASTICS 17 P-3087 GASKET, DOOR KNOB PRATT IND. FOAM 18 P-3204 GASKET, DEADBOLT HO PRODUCTS FOAM 19 P-3584 FOAM CORE ELITE 23 P-3214 IBUGSWEEP 24 P-3539 18 x 3/4. QUAD PAN TEK FASTEC STEEL FILLER YALE x 3/8 PHIL FLAT SMS 61 CORNER KEY - S-1002 2 --j 8 41 /4" 1/1E L. DOOR CORE - H-1001 33 S-1300- ADJUSTABLE SWEEP KEYMARK ALUM I .-2 3/8". �2 3/8 34 P-3367 DOOR STRIKE YALE SS _ - - -- 35 P-3368 DEADBOLTSTRIKE YALE SS_ _ _ _ _ -. 3/4"---"1 1/16" 3/4" 36 P-3612 8 x 1-1/4 QUAD PAN W/ 1/4" LEAD_ ___ --- - -_ FASTEC STEEL 1/16" 37 _ _P_-3776- BACKER -PLATE ALCOA ALUM 1 13/16" 1 11/16" -- 1 3 LINE ITEMS NOT USED: 2, 4, 20-22, 27, 30 OUTSWING HEAD S-1377 OUTSWING JAMB S-1374 NOTE: SINGLE HUNG B.O.M. NOT SHOWN, SEE SEPARATE APPROVAL. 2 15/16" 5 1 1/2" 1/16" L STANDARD THRESHOLD S-1186 NOTE: ALL ALUMINUM EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED. I I 3 3/8" L BUMPER THRESHOLD S-1126 OUTER FRAME ASSEMBLY 11 PANEL FRAME ASSEMBLY - 2 5/8" 1/16" 1 3/16" 33 ADJUSTABLE SWEEP S-1300 3 7/16" 13/16" 6 L SADDLE THRESHOLD S-1193 THRESHOLD DESCRIPTION ' MAX. POS. DP 1126 BUMPER THRESHOLD NONE 1186 STANDARD THRESHOLD + 40 1193 SADDLE THRESHOLD NONE (cossom WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 1000 ALUM. GUARDIAN DOOR NON -IMPACT Q � ¢Z� F- oWo Q�ow Z W O ❑ W Z O Z 2t z H o Qrn�}OW�m LL F-w ZF-�22 z z=.R¢�wp0 O OF-O Q=�W O O(n�za-Pcon- o z—`)—ZF-Z)u) OZowzo o >_ Q� O w O 2 o? U ~Zvi W O o w u)=O W O w LL. 2W OJ(AF- a W~LL W 3 w u, x a F- a D �.` Q5 • GENS �, �:� � F •.tip;-. No 58201 •:-P 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 BOM AND EXTRUSIONS I AIDE DWG u: CWS-176 NOTE: INSTALLATION W/1126 OR 1193 THRESHOLDS ONLY ALLOWED SCALE: WHERE NO WATER INFILTRATION RESISTANCE IS NEEDED.-- 1:2 09/08/08 F SHEET 40F6 (1193) SECTION VIEW A -A ITEMS NOT SHOWN FOR CLARITY: 9, 11, 17-19, 24-26, 31, 36 ALT. THRESHOLD (1186) ALT. THRESHOLD (1126) NTERIOR SECTION VIEW B-B THRESHOLD DESCRIPTION MAX. POS. DP 1126 BUMPER THRESHOLD NONE 1186 STANDARD THRESHOLD + 40 1193 SADDLE THRESHOLD NONE NOTE: INSTALLATION w/1126 OR 1193 THRESHOLDS ONLY ALLOWED WHERE NO WATER INFILTRATION RESISTANCE IS NEEDED. WINDOW SYSTEMS LLII%11 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 1000 ALUM. GUARDIAN DOOR NON -IMPACT z ❑wO QH0w WJ❑ W ZOZ 2�KF- ❑ ; Iw§>-0w3:m Li F-W ZF-3:im Z Zm2<WWOO O O F- O Q= F. w U UOF- ZLLF-u)d ❑ Z — to z F- ❑ fn F—LL2O Z > a�:OwF?0— �Q z W 0.0BfU)0w U5W W~af w�w`n D = a rr w f-- lllttu Uy�� %'IPNOREW t No 58201 :11 :;90 .STATE OF .<OFi1Qp'�jN 01 9/15/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 IEET DESCRIPTION: SECTION VIEWS AWN BY: DATE: ADE 09/08/08 VG #: REV.: CWS-176 F ALE: SHEET 1:2 3 OF 6 GLASS DLO SH-3500 (SEE SEPARATE APPROVAL) ALL GLAZING DSB TEMPERED MIN. WINDOW SYSTEPIS ' 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 1000 ALUM. GUARDIAN DOOR NON -IMPACT a F ow0 <F-Ow z z0z 0 zccnnz owZm LL �w�zt-�:gx z z=2QawOO O ow0- Mll=c~i�a 0 Z— U Z Z F_ D w Q OZowzo 0 u_ } Q�OWO=0 2iQ FUF-.Z W 0 0a~'w0w0 W rn w 0 _j if a=a a.O�cn O wH0 w=-> a = a F- a Q � `,-.;NORE IV T O� 0 . 6P ��GENSfi�i -- - -- - 'No 58201 '13._ rro: =a_ STATE OF ; W ��i F •; O fl 19- Cj\�� 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: DOOR CONFIGURATIONS DRAWN BY: DATE: AIDE 09/08/08 DWG #: REV.: CWS-176 F SCALE: SHEET 1:10 2 OF 6 PRIME DOOR - NON -IMPACT (SHOWNw/ALUM. SINGLE HUNG) �-- 37 1 /4" OVERALL WIDTH 36" UNIT WIDTH 35" DOOR CORE r A 75/8" - — --=---HINGE-(TYP-) � I 37 1/2" I B B 22" B HINGE (TYP.) 81" g OVERALL HEIGHT 80" UNIT HEIGHT 79" DOOR CORE TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS........1 CONFIGURATIONS..................................2 SECTION VIEWS.....................................3' BOM & EXTRUSIONS ..............................4 ANCHOR SCHEDULE & NOTES.............5 INSTALLATION DETAILS ........................6 A 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. WIW $YTTES 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 1000 ALUM. 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GUARDIAN DOOR GLASS TABLES ASTM E-1300-04eO1/O9.. NON=IMPACT -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE -AND GLASS TABLES ASTM E-1300-04eOl/O9. ¢ z Q z p 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED z 0w0 (OW w J ❑ Q F-oo w IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w 2 z O z O ; F W z w _ ANCHOR CALCULATIONS. O O H O w V w o o 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE o z — So z z ~ a - _— _SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. zz O z U rn z =O LL — 7. ALL FRAMES SCREWED TOGETHER. SMALL JOINT SEAM SEALANT — 2:0 Q"O < Fw- 0 — USED AT ALL FRAME JOINTS. 0fjrH } O OOafv)Owww w ~lo Ll w w�: a F a Qf n. MM_.UNMSlZE DESIGN PRESSURE RATING IMPACT RATING 37-1/4b x 81" +/- 40 PSF NONE tNf��st,'I N... WTG�� LUCAS - 4?.� CENSF•.�yL� Turner :' No 58201 2017-09-15 15:13+20:00 S9P STATE OF O�FS=cC 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 AIDE I 09/08/08 CWS-176 I F ;ALE: SHEET 1:15 1 OF 6