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Home My WebLink AboutPRODUCT APPROVAL EXTERIOR DOORSSCANNED MEN BCIS Home ; Log In ; User Registration ; Hot Topics Submit Surcharge I Slats & Facts Publications FBC Staff i BCIS Site Map Links I Search ' Honda j s sx Product Approval y USER: Public User ), ProducS Approval Menu > Product or Application FL # Application Type Search > Application List > Application Detail FL161-R6 I vision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext245 kpine@cws.cc Kevin Pine kpine@cws.cc ]ay Lathrop 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext291 jlathrop@cws.cc Arturo Monteverde 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext221 amonteverde@cws.cc Exterior Doors 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 PIE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date d7/21/2020 Validated By Steven M. Urich, PE J Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL161 R6 COI EvalRepor 176F.odf Standard ASTM E283 ASTM E330 ASTM E331 Year 2004 2002 2009 404 i I Product Approval Method) Date Submitted i 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 F Model, Number or Name Description 161.1 Guardian Hinged Door Guardian Hinged Door w/Glazed Insert. Li of Use I Installation Instructions pproved for use inIHVHZ: No . for pL161_ R6 -II GWS_176F pdf Approved use outside HVHZ: Yes Impact Resistant: No Verified By: Lucas A. Turner 58201 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_alReport176F.pdf Rooms. Created by Independent Third Party: Yes I 161.2 Guardian Hinged Door Guardian Hinged Doorw/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: +140/-40 Created by Independent Third Party: Yes Evaluation Reports Other: Not for use in HVHZ. Primarily used with Screen FL161 R6 AE_ EvalReport242E,pdf Rooms. I 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 Iis an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement I Under Florida law, email addresses are public records. If you do not want your e-mail addressreleased 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 ' click here . Product Approval Accepts: Credit Card Safe rCUItY, MLTRICS� r PRIME DOOR - NON -IMPACT (SHOWN WALUM. SINGLE HUNG) 37 1 /4" OVERALL WIDTH 36" UNIT WIDTH 35" DOOR CORE '-I A -I 1„ )VERALL 1E1GHT UNIT HEIGHT I 37 1 /2" B 51/2" 79" DOOR CORE i i I i TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ........ 1 CONFIGURATIONS.................................2 SECTION VIEWS.....................................3 BOM & EXTRUSIONS ..............................4 ANCHOR SCHEDULE & NOTES.............5 INSTALLATION DETAILS ....:...................6 A 6 7 5/8" HINGE (TYP.) B 22" HINGE (TYP.) 6 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. 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" +/- 40 PSF NONE Lucas - -Turner- 2017-09-15 15:13+20:00 c8a2lom.Ily/I WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 1000 ALUM. GUARDIAN DOOR NON -IMPACT Q QZ0 H ❑wo Qwoo Z W J O W ZOZ MF zH O Q03:>-O��m Pw Z�-3:2x Z zx7iQQ�woo O Oh0 QxFw U 0rn Z _ma o z - 0 zFom z 00,-zo--7U- } Q�"wz O _moo FF Q �<}�Z) W 00Wco0WcaW a m _ ~� 'a w� tttttPUb+/�� -.ttj,,1SOREbWZi r�p� No 58201 :13 .9 : STATE OF 2 OTFs•.�,C O A 1 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 1 09/08/08 CWS-176 I F ALE: SHEET 1:15 j 1 OF 6 D2 rw r �o m OC/) O co m� SIN V m O mD OW 3O ZD • r m n 25 i m _ C O Cn 0 m m j 0 °m Z m vxN D T rn G) �rD AW OrD,Dm O z --DC �°°Zm NOv DC—O _ ncoO m ,ZI m= mT z 'N)o v OD 00 0 m r mz DKDI mzx 2 m —o o O� OWN G� cn W Z V O N C A O Go 1= �f¢tf.UHflf oda *: 4(�4h� � •,•,,• ,,••c9s � ;i PROPRIETARY AND I CONFIDENTIAL c o > p co $ ycn 6 THE INFORMATION CONTAINED IN � Z ;yy : THIS DRAWING IS THE SOLE Z O O .'r O n.Oa D m �' = PROPERTY OF CUSTOM SYSTEMS, INC. WINDOW ANY '- A D n 22 _ n D ;a O o y: .�: " j REPRODUCTION IN PART OR AS A Z r' a D k m ..'sz'y WHOLE WITHOUT THE WRITTEN 8R11, , A3�,, PERMISSION CUSTOM SYSTEMS, NCIS PROHIBITED. WINDOW Q a .�7 r SECTION VIEW A -A ITEMS NOT SHOWN FOR CLARITY: 9, 11, 17-19, 24-26, 31, 36 (1193) ALT. THRESHOLD (1186) ALT. THRESHOLD (1126) INTERIOR 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 Ilv/ 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 1000 ALUM. GUARDIAN DOOR NON -IMPACT a I- z azo ❑w0 wwow Z W wJo Z O Z G� F Z F o Qm�}OD'�m LL Z FW ZI--3:22 Z S.73 Q lrw 00 O U OHO Q=�af UUI-ZaFcna O Z Z—� Z F Z) OZU(pZ�U— <Qow-mo- Q afjr}�U—Z(q W W U0�(p0 O.W LLOf (2w OJ(AH 0 wFa 0 ax0of} Of F a_ of 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 9 S-1002 JCORNER KEY 10 -P-3008 HINGES 11 P-3376 POP RIVET 12 P-3280 DEADBOLT - 3127-A-Q 13 P-3280 LOGKSET- 3127-A-Q 14 P-3302 WSTP, .330 x .187 FIN, 15 P-3310 WSTP, .350 x .187 BULE 16 P-3224 WSTP., THRESHOLD VI 17 P-3087 GASKET, DOOR KNOB 18 P-3204 GASKET, DEADBOLT 19 P-3584 FOAM CORE 23 P-3214 BUGSWEEP 24 P-3539 8 x 3/4, QUAD PAN TEK 25 P-3329 FOAM BLOCK, DOOR K 26 P-3350 FOAM BLOCK, FILLER 28 P-3369 CYLINDER, DOOR PLUN 29 P-3370 CYLINDER, DEAD BOLT 31 32 P-3531 P-3214 8 x 3/8 PHIL FLAT SMS BUGSWFFP YALE I SS 2 5/8" i 6 1/16" 4 1/4" i 1/16" DOOR CORE - H-1001 CORNER KEY - S-1002 OUTER FRAME ASSEMBLY PANELFRAME ASSEMBLY 33 S-1300 JADJUSTABLE SWEEP KEYMARK ALUM 2 3/8" 2 3!8" 2 5/8" 34 P-3367 DOOR STRIKE YALE SS � 35 P-3368 DEADBOLTSTRIKE YALE SS 1/16" 3/4" _ 36 P-3612 8 x 1-1/4 QUAD PAN W/ 1/4" LEAD FASTEC STEEL _[ 1/16" I 1/16" 1 13/16" 1 11 /16" 1 3/16" 37 P-3776 BACKER PLATE ALCOA ALUM 1 3 I 33 LINE ITEMS NOT USED: ADJUSTABLE SWEEP S-1300 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 1/16" STANDARD THRESHOLD S-1186 NOTE: ALL ALUMINUM EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED.- r- 3 3/8" - 7/8"T�N J� 1116" BUMPER THRESHOLD S-1126 - 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 Vd1iN�W 3YSTEG�S 1900 SW 44TH AVE. OCALA, FLORIDA 34474 - WWW:CWS.CC 1000 ALUM. GUARDIAN DOOR NON -IMPACT z azo F ❑wo ¢~ow Z W J ❑ W Z 0 Z �! Z~ o Q�n�ro��m LL �w z z=�QQ�wpo 0 o�o6a=�W —CJ —0 F--Z a-F -"I, — C ZZF_DU) Q -Zoozo >_ 3pw_ Q=o? 1¢- 0 0 H} 5� 0� w LLo�wcoOJu5W ~a �wX aW:Wi a = a of a r 'J: No 58201 :'1� r *= {r :* '53. STATE OF 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 ADE DWG #: CWS-176 NOTE: INSTALLATION w/1126 OR 1193 THRESHOLDS ONLY ALLOWED SCALE: WHERE NO WATER INFILTRATION RESISTANCE IS NEEDED. I 1:2 09/08/03 F SHEET 40F6 Ir 12 3/4" MAX O.C. (TYP.) t �j((�,o(!,cwl f[/(4 p1 6" MAX. (TYP.) SEE NOTE 2 WIP��W SYSTEMS Q 6" MAX (TYP) 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC VSTALLATION ANCHOR (TYP.) 17" MAX. O.C. (TYP.) INSTALL TWO #8 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 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/AAMAM/DMA 300(EXTERIOR DOORS) 1000 ALUM. GUARDIAN DOOR NON -IMPACT g ¢z� H ❑w0 Qr00 z w-j0 w Z 0 z ME: P 5= �w zH�:g= z zxako�wp0 O O h 0 ¢ x�_ 0� U 0(1)FZ0-FUp- 0 Z U ZHDcn z OZUtAZSU— Q 0LLU } Q�0w�x? 0 w o o� w 0 w O w LL Aw o_jwi- -HaomftW x w w 'gjOREW "I - No 58201- •":�1� Qs STATE OFA. '9/0 z: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 09/08/08 VG #: REV.: CWS-176 F ALE SHEET 1:20 5 OF 6 MIN. EMBEDMENT SEE TABLE 1 SUBSTRATE BY OTF SEE TABLE 1 PERIMETER SEALAI BYINSTALLER INSTALLATION ANCI SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALL INSTALLATION ANCHOR SEE TABLE 1 PERIMETER SEALANT- BYINSTALLER SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 TYPICAL HEAD ANCHORAGE MIN. EDGE DIST. SEE TABLE 1 INTERIOR 1/4" MAX. SHIM-1 HINGE/STRIKEPLATE HINGE/STRIKEPLATE MIN. EDGE DIST. MIN. EMBEDMENT MIN. EDGE DISTANCE SEE TABLE 1 SEE TABLE 1LI / SEE TABLE 1 4" MAX. SHIM I MIN. EMBEDMENT HINGE/STRIKE PLATE SCREW SEE TABLE 1 SEE TABLE 1 /4 I SEAL OR SET IN CONCRETE OR MASONRY 0 a a o o MIN. EMBEDMENT c o SEE TABLE 1 tI a � _ / A \ VERTICAL SECTION �,V TYPICAL 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" 1-1/81, CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" V. . S INE G=0.55) 1/2" .045' ALUM. (6063-T5 MIN.) OR STEEL (33 KS IN. #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.045" 1/2 HINGE AND STRIKE PLATE ANCHORS 2XMIN. SOUTHERN PINE (G=0.55) #g WOOD SCREW 123l8" /8" SEE TABLE 1 � SEE TABLE 1 SEALANT BEHIND PERIMETER SEALANT FLANGE BY INSTALLER BYINSTALLER B HORIZONTAL SECTION 6 TYPICAL JAMB ANCHORAGE NOTE: GLAZED WINDOW FRAME ATTACHMENT SHALL FOLLOW ALUMINUM ANCHORAGE AS SHOWN IN TABLE 1. (c5ms WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS,CC 100.0 ALUM. GUARDIAN DOOR NON -IMPACT z Qzo H Ow0 wwoo Z W J ❑ o zronz}mMz u PwZ��2x z ZT wwpo O 0 0 Q=�� ? O OOU(n-7U- 1 Q Z Z O W 0 Q� 2Q}~UF-z�i O w 00c�m0wcow u_Ww OJ(nF KM O w�0 aOw} a ~ of w 3:w co .......... �06Pc:`VF i No 58201 �9�� .STATE F O .G0Fa10p'•\�� SSfrONA' 6NC�� may/ I 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 I 09/08/08 VG #: ' REV.: CWS-176 F ;ALE: SHEET 1:2 I 6 OF 6