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HomeMy WebLinkAboutProduct Approval (3) 6 BCIS Home Log In User Registration Hot Topics I Submit Surcharge I Stats&Facts Publications Contact Us BCIS Site Map Links Search Ffoiida Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List> pplicatioJ`. n D atl� FL# FL13010-R9 1 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBP . pprovals by DBPR shall be reviewed and ratified by the POC and a Commission if necessary. 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.cc Authorized Signature Jay Lathrop jlathrop@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 Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352) 368-6922 Ext291 jlathrop@cws.cc Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M.Urich, PE L1* Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-05 2005 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 08/07/2019 Date Validated 08/08/2019 Date Pending FBC Approval 08/16/2019 Date Approved 08/28/2019 Summary of Products FL# Model,Number or Name Description 13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Flg/Fin Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL13010 R9 C CAC 138-1357 C1110.pdf Approved for use outside HVHZ:Yes FL13010 R9 C CAC 138-1362 CSRO.pdf Impact Resistant:Yes FL13010 R9 C CAC 138-562 C1110.pdf Design Pressure: N/A Quality Assurance Contract Expiration Date Other: PW-8150,36"x 72"and 72"x 76"see installation 09/14/2022 detail for DPs. Large Missile Impact. In HVHZ may only be used Installation Instructions up to 30ft above grade. Glass complies to ASTM E1300-04. FL13010 R9 II CWS-433D.pdf Verified By: Lucas A.Turner 58201 Created by Independent Third Party: No Evaluation Reports FL13010 R9 AE EvalReport433D.pdf Created by Independent Third Party:Yes 13010.2 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window,Continuous Head&Sill. Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL13010 R9 C CAC 138-261.pdf Approved for use outside HVHZ:Yes FL13010 R9 C CAC 138-705.12-df Impact Resistant:Yes FL13010 R9 C CAC 138-706,pdf Design Pressure: +67.5/-67.5 Quality Assurance Contract Expiration Date Other: Large Missile, Dp=+/-67.5 psf, Max. size 74 1/8"x 08/12/2022 72".Outer lite must be safety glass above 30 ft. in HVHZ. Glass Installation Instructions complies to ASTM E1300-04. FL13010 R9 II CWS-510C.pdf Verified By: Lucas A.Turner 58201 Created by Independent Third Party: No Evaluation Reports FL13010 R9 AE EvaiReport510C.pdf Created by Independent Third Party:Yes 13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Flg/Fin Fixed Window, 120"x 48" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL13010 R9 C CAC CAR 138-258.pdf Approved for use outside HVHZ:Yes FL13010 R9 C CAC CAR 138-481.12-df Impact Resistant:Yes FL13010 R9 C CAC CAR 138-482,0df Design Pressure: +70/-70 Quality Assurance Contract Expiration Date Other: PW-8300, 120"x 48", DP= +/-70 psf. Large Missile 04/09/2022 Impact.Glass complies to ASTM E1300-04. Installation Instructions FL13010 R9 II CWS-373C.pdf Verified By: Lucas A.Turner, P.E. FL PE#58201 Created by Independent Third Party: No Evaluation Reports FL13010 R9 AE EvalReport373C,pdf Created by Independent Third Party: Yes 13010.4 PW-8300 PVC Fixed Window Series 8300 PVC Fixed Window, Large Missile Impact,48"x 72" unit size-DP55,or 72"x 76"unit size-DP67.5(DP65 outside HVHZ) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL13010 R9 C CAC CAR 138-1093.pdf Approved for use outside HVHZ:Yes FL13010 R9 C CAC CAR 138-1320FL13010 R9 C CAC CAR 138-1320 e2 pdf Impact Resistant:Yes FL13010 R9 C CAC CAR 138-250.pdf Design Pressure: N/A FL13010 R9 C CAC CAR 138-274e2.pdf Other:Sizes up to 48"x 72"unit size at design pressures of FL13010 R9 C CAC CAR 138-457.pdf +/-55 psf,or in sizes up to 72"x 76"unit size at design FL13010 R9 C CAC CAR 138-465.pdf pressures of+/-67.5 psf in HVHZ or+/-65 psf outside the FL13010 R9 C CAC CAR 138-534.pdf HVHZ,with max.glass daylight sizes as shown in CWS-159E FL13010 R9 C CAC CAR 138-730e2.pdf Glass complies to ASTM E1300-04. FL13010 R9 C CAC CAR 138-739e2.pdf Quality Assurance Contract Expiration Date 03/16/2020 Installation Instructions FL13010 R9 II CWS-159E.pdf Verified By: Lucas A.Turner, P.E. FL PE#58201 Created by Independent Third Party: No Evaluation Reports PICTURE WINDOW - LARGE MISSILE IMPACT GENERAL NOTES: 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT --EDITION INCLUDING THE HIGH VELOCITY HURRINCANE ZONE(HVHZ) 1900 SW 44TH AVE. AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS OCALA,FLORIDA 34474 DEFINED IN ASTM E 1996 PER THE FBC. WWW.CWS.CC 73 1/4" 2.GLAZING OPTIONS:(SEE SHEET 3) MAX.OVERALL FLANGE WIDTH 49 1/ MAX.OVERALL FLANGE WIDTH 8300 PVC 48• 72" 3.CONFIGURATIONS:"O". ARCHITECTURAL SHAPES INCLUDE,BUT ARE PICTURE WINDOW MAX UNIT WIDTH MAX.UNIT WIDTH NOT LIMITED TO,THOSE SHOWN ON SHEET 2. 451"" 69 US" - 4.DESIGN PRESSURE RATING: IMPACT GLASS DLO GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND A ———————————————— GLASS TABLES ASTM E-1300-04e01/09. ¢ z ¢Z POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER < o w O m w o 0 ———— —— I I INFILTRATION TEST PRESSURE AND GLASS TABLES z w�o Q w I I I I ASTM E-13D0-04e01/09. w z O z D:-z r 771/4" I I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED z Z=2¢�w p O MAX. I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR 0 °N°cS a m�a 7M3 1/4° I I FLANGEOVERAL DETAILS.WINDLOAD I I ANCHOR CALCULATIONS. FACTOR Cd=1.6 WAS USED FOR WOOD Z zz N Z?U y OVERALL B I I B m. HEIGHT I I Q ti W 0=1 z HEIGHT I I I i i 6 REO�IREDAPPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT O }j�zz 72^ I I UNIT I O I 7.ALL FRAMES ARE FULLY WELDED. a z x a m 0 O CO F-i O HEIGHT HEAR I I I i 8.SERIES/MODEL DESIGNATION PW-8300. a ~a a w o I I 73 1/8' I I 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: %J1218iur" 69 1/8" GLASS O=FIXED SASH. %%%",IAOREW GLASS I I B DLO '0 I I - � QG;:'�GENS'G��i DLO I 8 I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR �.JO F"'•,2��� C LOCATION. No 58201 t P I D I I �-o's :ire I - ' 18 I I o: STATE of 9/22/2017 LucasTurner LUCAS A.TURNER,P.E. FL PE#58201 2017-09-22 1239 JABARA AVE. PRT,FL 11:45-04:00 NORTH PH.94O1 380 15 4288 SHEET DESCRIPTION: TABLE OF CONTENTS GENERAL NOTES AND ELEVATIONS GENERAL NOTES&ELEVATIONS.......1 LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DRAWN BY: DATE: GL AZING DETAILS SHAPES.................3 ANY 48"X 72" +/_55 PSF ADE 05/05/07 DWGM REV.: SECTION VIEWS....................................5 NON-HVHZ +/-65 PSF LARGE MISSILE IMPACT CWS-159 E .6-7 EXTRUSIONS E B.O.M........................6-7 HVHZ 72"x 76" +/_67.5 PSF SHEET ANCHOR SCHEDULE&NOTES........ SCALE:INSTALLATION DETAILS.......................8 1:20 1 OF 8 ammWINDOW SYSTEMS 1900 SW 44TH AVE. r®rl OCALA,FLORIDA 34474 WWW.CWS.CC 8300 PVC PICTURE WINDOW IMPACT FULL ELLIPSE("OVAL") z ?: ¢Z� FULL CIRCLE ~ O W 0 ¢ ow w Z J Oz TOMBSTONE 0 ¢m�E>.0 it m_ LL r-W zr=3mx Z Z=m<xwoO O Ot-O ¢=Fm U 0cl)ZD-Fmd O z—; ZhZ)fn OZU_z' W OO���W(AW Zln Wa OJfgF K =~x W�w D_ ,, VI112CIRCLE E 'S F0 % y� No 56201 'tn� OCTAGON TRAPEZOID STATE OF sS,ONA%.E�0% NOTES: 1.SEE SHEETS 6 8 7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. 2.THRU FRAME-MASONRY,WOOD OR METAL OPENING. 9/22/2017 THRU FIN-WOOD OPENING. LUCAS A.TURNER,P.E. 01 3.OVERALL SIZE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF FL A#RA AVE. RECTANGULAR WINDOWS ON SHEET 1. 123 NORTHH PORT, PA,FL 34288 4.ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS PH.941-380-1574 MUST FOLLOW THE LAYOUTS SHOWN ON SHEETS 6 8 7,WITH ANCHOR SHEET DESCRIPTION: SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. 1/4 CIRCLE TRIANGLE ARCHITECTURAL SHAPES DRAWNBY: DATE: ADE 05/05/07 DWG#: REV.: CWS-159 E SCALE: SHEET 1:1 2 OF 8 VNIN®OBI SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CW S.CC 8300 PVC PICTURE WINDOW _ IMPACT Z QZo H- ❑WO aW❑W Z WJ❑ ❑ ZrOAZ}OD:�o] u. FQ-W�ZF-2:MH Z Z=m Q 1"OVERALL 1"OVERALL O OHO =O w Z F-rA IL 3/16"ANNEALED or TEMPERED 3116"HEAT STRENGTH or TEMPERED Z O Z U�j Z�U(1) Q F--u_5ROOL`Z 112"AIR SPACE - 3/8"AIRSPACE >- <3:O O F-H Z 5/16"LAMINATED 7/16"LAMI GLASS 1Q11 LL QQ.�U)O W CAW 118"ANNEALED 3116"HEAT STRENGTH a z=a w p l u2 O I1JF-0 w= � .090 DUPONT PVB INTERLAYER .090 SENTRY GLASS IONOPLAST INTERLAYER a IL w Wa 1/8"ANNEALED 3/16"HEAT STRENGTH tttpOREQUAN G SPACER RASEAL 6 PURFECT GLAZE"H" gUANEX DURASEAL 6 PURFECT GLAZE"H" `JG45NGEN FTGPtiG�� SIKAFLEX 552 IG SPACER SIKAFLEX 552 . J •F No 58201 .�3 10 1/2"GLASS BITE 10 1/2"GLASS BITE 7 7 Z STATE,OF O�CCS'4 a R 1 O e'G� �� lk;-"of/ONA.EI t z�- GLASS TYPE A GLASS TYPE B 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS GLASS MAX SIZE DRAWN BY: DATE: - SETTING BLOCKS PER FBC 2411.3.3.1 TYPE W X H ADE 05/05/07 DP+/-55 A 48 X72 DWG#: REV.: CWS-159 E DP +/-67.5 B 72 X76 SCALE: SHEET 1:1 3 OF 8 3 4 WIND STEM••�//�� WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA.FLORIDA 34474 WWW.CWS.CC INTERIOR 7 6 8300 PVC 6 9 9 6 PICTURE WINDOW 0 7 8 B 7 IMPACT z �: QZ3 p W 0 a W z w z 10 W zOz O ZF LL O .I-W�ZO3; Z Z W0OO O OF O Q=I,w 11 B 9 O Z-jZ ZrDfD SECTION VIEW B-B z¢ -z LL U)zz=p U 10 11 11 10 Of 2 FFF-ZZ (,r>-�530� U.zrnw`"0JUnr a Oa =~Ir w�w� INTERIOR oNOREVy', �G E N SF G,p2�yr E-ae ia? STATE 11 B 9 10 ❑ z . z Iii 5A.2/2017 TU LUCAS A.TURNER,P.E. FL PE#58201 -- 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 7 6 SHEET DESCRIPTION: SECTION VIEWS SECTION VIEW A-A DRAWN BY: DATE: ALTERNATE FIN FRAME AIDE 05l05l07 DWG#: REV.: CWS-159 E SCALE: SHEET 1:1.33 4 OF 8 PARTS LIST FRAME CORNER CONSTRUCTION ITEM PART# DESCRIPTION VENDOR MATERIAL *D--l- ��°��®�• dNIIVOOM/SYSTEMS 1 H-6006B FRAME, PW-,-MAIN, HEAD MIKRON PVC 1900 SW 44TH AVE. OCALA,FLORIDA 34474 2 H-6006B FRAME, PW, MAIN, SILL MIKRON PVC www.CWS.CC 3 H-6006B FRAME, PW, MAIN, L. JAMB MIKRON PVC O 4 H-6006B FRAME, PW, MAIN, R. JAMB MIKRON PVC CO (ALL SIDES) 8300 PVC 5 H-6006A FRAME, PW, MAIN, FIN MIKRON PVC SCALE1:8 PICTURE WINDOW 6 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTIC RUBBER IMPACT 7 'P-3352 SET. BLK., 85 DUR., 1/8"x 5/8"x-2" LG. FRANK LOWE RUBBER 8 PURFECT GLAZE"H", SIKAFLEX552 HENKEL/SIKA SILICONE ¢ z a z o 9 P-3752 CAP PLUG, 1/2" HOLE M&M SILICONE z w-j o ¢ a w w zoz CCM- 10 1 S-6064 IGLZ. BE., FXD. (1" O.A. I.G.) MIKRON PVC o z w�z O w� 11 1 GLASS ISEE SHEET 3 z z=m a w w o o 0 01--0 a=I-D 0 UyF-ZaF-V)D. 31/8" 3118" - } Q�wW0=0.z � O�t-rz W LL ooLuu)0WcnWfn w 0_j a) � =~� W�wG21Lw 1116' 1/16^ �`PyOREW�(� .d P5••'\6ENS•••'S'i� 27/8' C�J�= F"•ytn�4 No 58201 :A 3 STATE OF .14U 1 1/2" PVC FRAME FLANGE-H-6006B PVC FRAME FIN-H-6006A X� va^ 9/22/2017 LUCAS A.TURNER,P.E. 1/16" 1/2^ 3" FL PE#58201 7/8" 10 L 1239 JABARA AVE. 311� 8 NORTH PORT,FL 34288 PH.941-380-1-1574 SHEET DESCRIPTION: PVC GLAZEBEAD-S-6064 SCREW SUPPORT-P-3113 EXTRUSIONS&B.O.M. DRAWN BY: DATE: AIDE 05/05/07 DWG#: REV.: CWS-159 E SCALE: SHEET 1:1 5 OF 8 14"MAX.O.C.(TYP.) "- ® • 6"MAX. TYP. - SEE NOTE 2 4"MAX.(TYP.) 8"MAX.O.C.(TYP.) WINDOW SYSTEMS (TYP.) SEE NOTE 2 4"-MAX.(TYP) 1900 SW 44TH AVE. 6'MAX(TYP) OCALA,FLORIDA 34474 ---------- --———————— www.cws.cc WWW.CWS.CC I I I I I I I I 8300 PVC PICTURE WINDOW I _ I MAX o.c. INSTALLATION (TYP-) INSTALLATION IMPACT I I ANCHOR(TYP.) I I ANCHOR OYP.) MAX O.C. 0YP') I I I I owo COWoo Z wJ0 I I I I II II II II o zwZ,-O0��'m za�3m_ Z =� pOOO�OdQ= w U UyF-z CL Pco a. I I I I a 2,0(6 - �-w200LLZ I I I I > a OwFFO- I I I I o0��ow�w I I I I U- nw O-mr I I I I o wF=o aa=M} ———— d H EL ujL ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) �%���P ��OREW DIP+(-55 PSF DP+/-55 PSF `l�GQ°;.�YO E N SFy�Qti�� i v: No 58201 •F�% �9Ot STATE OF ;�u�u NOTES: 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. 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 BE �Z CONSTRUCTED 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 8. 9/22/2017 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 LUCAS A.TURNER,P.E. 01 BE PROTECTED TO PREVENT REACTION. PE#RA AVE.1239 JABARA A 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 NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 8. PH.941-380-1574 SHEET DESCRIPTION: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE 8 INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3" DRAWN BY: DATE:FOR MASONRY,1"FOR WOOD AND METAL. ADE 05/05l07 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. DWG#: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 E 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMANUDMA 300(EXTERIOR DOORS) 1:20 6 OF 8 aog 4"MAX.(TYP.) 8"MAX.O.C.(TYP.) WINDOW SYSTEMS 6"MAX.(TYP-)_ -j—7 S/a"MAX.O.C.(TYP.) 1900 SW 44TH AVE. SEE NOTE 2 4"MAX,(TYP,) SEE NOTE 2 OCALA,FLORIDA 34474 6°MAX.(TYP.) I WWW.CWS.CC ——————————————— ———————————————— I I I I I I I I 8300 PVC I I e" I I PICTURE WINDOW OW O.C. I I (TYXP.)'0' I I IMPACT (TYP.) I I I I I I I I a - 3: azo I I I I z w_10 ¢kZw INSTALLATION I I INSTALLATION O Z v°j Z}0� ANCHOR(TYP.) ANCHOR(TYP.) 3 m LL Fa-w 1­-3 Z -3: _ I Q I I I Z Zm <WWp0 OF-O U =F-= I I I I c1 0rn z LLF-ma I I I I z 00:1 ;50- zoz I I I I i-LL2O°LLZ > ¢how—=O_ Z' wwwoo-1w� I I I I as z=LL wo��2 I I I I wa. m I, Wham I I I I ———————————————— J�%,st P�GENw ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) E No 58201 5�13 DP+/_65 PSF OP+1-65 PSF gyro's a ypOS STATE OF ••�kl� NOTES: 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. 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 1116"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED 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 8. 9/22/2017 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 LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL l # A AVE.1239 JABARA A 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 NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 8. PH.941-380-1574 SHEET DESCRIPTION: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE& INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF IX BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE:ADE 05/05/07 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. DWG u: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 E 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) 1:20 7 OF 8 EMBEDMENT SMIN.EE TA TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE WINDOW TE S Inl n��/JI BY OTHERS WIPODOW SYSTEMS 1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE 1900 SW 44TH AVE. MIN.EDGE DIST. SEE TABLE 1 BY OTHERS- OCALA,FLORIDA 34474 SEE TABLE 1 WWW.CWS.CC SEE TABLE 1 � 1/4"MAX SHIM SUBSTRATE BY OTHERS MIN.EDGE DIST. SEE TABLE 1 SEE TABLE 1 MIN.EMBEDMENT 8300 PVC PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR BYINSTALLER SEE TABLE I PICTURE WINDOW INSIDE AND OUT ❑� MIN.EMBEDMENT SEE TABLE 1 IMPACT O d ❑ SEALANT BEHIND n FLANGE BY INSTALLER �L.r✓ O J 1/4•MAX.SHIM � �0 F �W O ¢Z O PERIMETER SEALANT Z W J U a I w-c w PERIMETER SEALANT BY INSTALLER w z O z D_F F_ BY INSTALLER INSIDE AND OUT O Q a)3}O x m INSIDE AND OUT INSTALLATION ANCHOR Z Z 2 Q Of W 0 x0 SEALANT BEHIND SEE TABLE 1 0 0�0 U d w FLANGE BY INSTALLER SEALANT BEHIND O z-co Z Z FIN BY INSTALLER z O Z V uj Z�0 0 INSTALLATION ANCHOR (81HORIZONTAL SECTION �C� Q HORIZONTAL SECTION } ¢ LL W O O SEE TABLE 1 B TYPICAL JAMB ANCHORAGE 8 TYPICAL FIN ANCHORAGE 2 g O F.F F-Z HEAD AND SILL SIMILAR FOR FIN INSTALLATION W x0 p (n 5 w m W Z�W 0JmF- OWFx-a a.x�cn _ 0 w�WG 0 a F- � 1/4"MAX.SHIM ����``PNOR..�T i��� SEALANT BEHIND �J� J� r'.•' C E Ns' FLANGE BY INSTALLER F•'.Q?� No SS201 •.-P PERIMETER SEALANT MIN.EMBEDMENT *' BY INSTALLER INSIDE AND OUT SEE TABLE I • STATE OF ;��ll` ��ii�fPS�,�O R 1 O P 4 SUBSTRATE BY OTHERS SEE TABLE 1 MIN.EDGE DIST. SEE TABLE 1 SEALANT UNDER SCREW q VERTICAL SECTION HEAD BY INSTALLER 6 TYPICAL SILL ANCHORAGE ❑� u 9/22120 7 TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201 FLANGE CONCRETE(2.0 KSI MIN.) 3116"IiW TAPCON 1-112" 1-1/8" 1239 JABARA AVE. PERIMETER SEALANT NORTH PORT,FL 34288 FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"RW TAPCON 1" Z BYINSTALLER PH.941-380-1574 FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT p HORIZONTAL SECTION SHEET DESCRIPTION: FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-114" 2-1/2" 8 BOX FRAME INSTALLATION FLANGE 2XMIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-3/8" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-318" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILT]KW IK-FLEX OR ITV/ FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07 FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" DWG#: REV.: FLANGE 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD MIN. FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED INSIDEE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-159 E 118"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: SHEET FIN 2XMIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. 1:2 8 OF 8 �l 12/ 7/2019 Florida Building Code Online 3Z 4w �1 BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I Contact Us I BCIS Site Map I Links I Search dbpr a ('�3'_,.rR Product Approval `;,, USER:Public User _ . Product Approval Menu>Product or Application Search>Applicatfon Li Appllcatlon Detajl FL# FL20468-R3 I Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton,OH 43517 (419) 298-1740 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer D Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt,P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan 1. King, P.E. R) Validation Checklist-Hardcopy Received Certificate of Independence FL20468 R3 COI (c)Certificate of Independence.pdf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2005 ASTM E1886 200S ASTM E1886 2002 ASTM E1996 2009 ASTM E1996 2006 ASTM E1996 2002 ASTM E1996 2005 ASTM E330 2002 TAS 202 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJvPDe9aJxCeipMlx3L49Ji2bmWnAMJJdAw%3d%3d 1/4 12/17/2019 Florida Building Code Online FL20468 R3 Equiv EQUIVALENCY OF STANDARDS.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/09/2018 Date Validated 10/11/2018 Date Pending FBC Approval 10/21/2018 Date Approved 12/11/2018 Summary of Products FL# Model,Number or Name Description 20468.1 a.Therma-Tru Fiber-Classic and Nominal 68"Impact"Opaque Composite Edge Fiberglass Smooth-Star Single Door(Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20468 R3 II (e)Inst 20468.1,pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 20468.1 for Design Pressure Ratings,any FL20468 R3 AE (c) Eval 00468.I.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber-Classic and Smooth-Star Door panels, this product approval requires the use of"?part numbers for these doors,which have been stained or painted within six months of installation.) 20468.2 b.Therma-Tru Fiber-Classic and Nominal 6'8"Impact"Opaque Composite Edge Fiberglass Smooth-Star Single Door with Sidelite(s) (Inswing/Outswing;XO,OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20468 R3 II (e)Inst 20468.2.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 20468.2 for Design Pressure Ratings,any FL20468 R3 AE (d)Eval 20468.2.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber-Classic and Smooth-Star Door and Sidelite panels,this product approval requires the use of"Y' part numbers for these doors,which have been stained or painted within six months of installation.) 20468.3 c.Therma Tru Fiber-Classic and Nominal 6'8"Impact" Opaque Composite Edge Fiberglass Smooth-Star Double Door with or without Sidelites(Inswing/Outswing; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20468 R3 II (e)Inst 20468.3.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 20468.3 for Design Pressure Ratings,any FL20468 R3 AE (d) Eval 20468.3.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. (For Fiber-Classic and Smooth-Star Door and Sidelite panels,this product approval requires the use of"Y part numbers for these doors,which have been stained or painted within six months of installation.) 20468.4 d.Therma-Tru Fiber-Classic and Nominal 8'0"Impact"Opaque Composite Edge Fiberglass Smooth-Star Single Door(Inswing/Outswing;X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20468 R3 II (e)Inst 20468.4.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 20468.4 for Design Pressure Ratings,any FL20468 R3 AE (c)Eval 20468.4.pdf additional use limitations,installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber-Classic and Smooth-Star Door panels, this product approval requires the use of"]" part numbers for these doors,which have been stained or painted within six months of installation.) https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJvPDe9aJxCeipMlx3L49Ji2bmWnAMJJdAw%3d%3d 2/4 `1111111111lI// THERMAITRU® In_ ���• ``' '= DOORSN' * `��'" o Fiber-Classic. & Smooth-Star. 'P ��o° m '!! 1 I t�D_ o M° o 9 8 CR Z O � S o e Eo, z mZo i COMPOSITE EDGEF W 37.75°MAX O.A. a N� 9 o i� m FRAME WIDTH m d a OPAQUE FIBERGLASS SINGLE DOOR �W g g �a INSWING/OUTSWING a "IMPACT' ® ® GENERAL NOTES of �� oz g 1. This product has been evaluated and is in compliance with the 6th Edition (2017)Florida Building Code(FBC)structural requirements excluding the"High 4 O 5 g �-+°'t Velocity Hurricane Zone"(HVHZ). O 2. Product anchors shag be as listed ands aced as shown on details.Anchor c�7 embedment to base material shall be beyond wall dressing or stucco. X o o 3. when used in areas requiring wind borne debris protection this product a a a compiles with FBC Sections 1609.1.2&R301.2.12 and does not require an m Impact resistant covering.This product meets missile level"Wand includes Wind e Zone 4 as defined in ASTM El996 and FBC Sections 1609.12.2&R3012.1.2.1. O U �F 2 4. For 2x stud framing construction,anchoring of these units shall be the same as Z o that shown for N buck masonry construction. o F S k m 5. Site conditions that deviate from the details of this drawing require further 8 0 engineering analysis by a licensed engineer or registered architect. CA a aac � 6. Fber-Clossic&Smooth-Star Door panels require the use of"P'part numbers and o e must be stained or painted within six months of installation. m TABLE OF CONTENTS cr% i SHEET# DESCRIPTION ^^ 1 Typ cal Hevotions,Design Pressures&General Notes w z 2 Door Panel Details 3 Elevations DESIGN PRESSURE(PSi) DESIGN PRESSURE(PSI) ^^ p o CONFIGURATION LOCK 4 Horizontal&Vertical Cross Sections(2X Buck) LOCK INS WING OUTS WING "s`'^Z a 5 Horizontal&Vertical Cross Sections 1 X Buck) HARDWARE DATE Os 02116 = a 6 Horizontal&vertical Cross Sections(Direct to Masonry) POSITIVE NEGATIVE POSITIVE NEGATIVE �a 7 vertical Cross Sections holds - N.T.S. n W B Buck&Frame Anchodng X Latch&DeadboM +67.0 -67.0 +67.0 -67.0 DWG.BY., JK 9 Hardware Details cHw W. LFS X Multipoint - +50.0 -50.0 +50.0 -50.0- a 10 Components DIMING Hoy � € 11 Bill of Materials See Sheet 3 for Hardware Specifications FL-2046s.1 0 Y! SHEET_L OF 1 O V, EXTERIOR 98. OA06' EXTERIOR 0.61 �atLn • -1 1.196, .875' 0.61 1.198" 1.875 0.406' 0 - w 3. oz� 6 COMPOSITE j CAP 3;to COMPOSITE • pip CAP i% U) PI) !2 zd;d ! STILE COMPOSITE INTERIOR LOCK BLOCK COMPOSITE HINGE STILE INTERIOR LOCK BLOC STILE HINGE STILE (ENGINEERED WOOD) (12.S'LONGWOOD) (ENGINEERED WOOD) E m z (12,T LONG LVQ CAP (ENGINEERED WOOD) =0 w CAP (ENGINEERED WOOD) w, 6 0 IL ri'�\HORIZONTAL CROSS SECTION 0 z HORIZONTAL CROSS SEC17ON CLJ 3e a: TOP RAIL 2 (COMPOSITEIENGINEERED m WOOD) 36.0'MAX. 35.813"MAX. 35.813"MAX. DOOR DOOR DOOR o PANEL WIDTH PANEL WIDTH PANEL WIDTH 0 d o al FOAM m CORE (POLYURETHAIE- 1.9 PCF MIN.) q r2 F3 R3 - 13 - C30 zz Zo E2 INTERIOR EXTERIOR INTERIOR EXTERIOR 15 0 04 a o 0 cn 0 LD I, S2 fn ER m ui du m Ln d 0) cd z:s z to Ed ;zi zo FIBERGLASS SKIN 0 0 (0.073-THr-) 0 0. 2 Is d BOTTOM RAIL U, z (COMP.) Zm - K-3-'�VERTICAL CROSS SECTION r4 C11"\VERTICAL CROSS SECTION 1Z." 2 DAM 08102116scuE ZO _� N.T.S. Dwo.BY.. JK cm CHY.Ery.. LFS DRAMNO NO.: DOOR PANEL DOOR PANEL DOOR PANEL FL-20468.1 OR 41 00"Poor 42 DOOR 40 0 .0, �41-01K DOOR 9�PUIODoor 0 SHEET_2 0F_j I . • �mm►� �- � ' - �$0 _■; � #o��� 4 5 & & '>. : /�� %! on z $� k , / EU: )2)§ �° , r Ez . $A & . . . | & 2 2 2 5 :emu� o § 4 s a & e a , a KNOB: m & E & 4 ■ 6 & �• ■o sOf KNOB: m#2■s■ ( ©n aver mNATuse�■, � e § ( - SEE HARDWARE m� ■o■:#k� � S 7 CHART Rom—) (3 pt.m_fTongue) C, . ! � k . U 2 3 1 4 / 7 7 7 7 k(� _ B q Ed � §2§ 2 § P- ONE� 8§w { . . . a « _ � © 2 DAM e2e | ! ,_ N.T.S. § §bec me_o a■voPan Options _BY: a § a . . Products approved incl Bedembossed and rec_e panel do a BY: LFS ) | Similar opaque panel configurations are allowed. - { Panels U��Illustration representative o w �z ! | _�OF • R:\Olents\Therma Tru PERMANENT%A-Florida Product:AppmvaMFL-20468 WBDR TT FC SS Tmpadt-CompostteSC-Drawings\FL 20468(2017)-OIRRENT\FL-2D468.1-3.dw9,4.1 �z v . z e >o op° m W A N r r , O-S I O w n !3►V 1 r O —L �cs N a o m N �'- la. N O• �<7 m m Z a IA O p 0 N�;Ma d v Oo� .Q .• o a rr v m v ."O " e o $ I0 n O O y � � 0 1-1/4"MIN. as w N EMB. moo p N 4 romp 0Qa n 77y�n i; P v. w tr, L�n r m =` ?• No.43409 = p F PRODUCT: 0ocumantn Prepares W. g EOF o THERMA—TRU Lyndon F. Schmidt ��'•., D�;.�G,� lI FIBERGLASS DOOR P.E. No. 43409 i ;' No Td Z 3 10 08 18 REV. DOOR PANEL OPTION NOTE MT �Oly/1L,t y N 2 11 15 17 RECESSED PANEL NOTATION JK PART OR ASSEMBLY: @�]��Bu1LDING CONSULTANTS, Ioho to 1 7 17 17 UPDATE TO 6th ED 2017 FBC JK HORIZONTAL & VERTICAL rJ�`�/�/ P•O. Box 230, Valrieo, FL 33595 -• an NO DATE BY CROSS SECTIONS (2X BUCK) Phone No.: 813.659.9197 REVISIONS FBPE CA No. 9813 ©2C1 6 R.W.9UILnINn CON..LTANTB INO• , R:\Olents\Therma Tru PERMANENT%A-Florida Product Appmvals\FL-20468 LABOR TT FC SS impact-ComposltelC-Drawings\FL 20468(2017)-CURREM\FL-20468.1-3.dwg,5.1 m� go A C M da 4. IJf N D c:0 0 N p X y O M Z n om N IO 0 cci o� a m m a O O� 90 OSX r Pa O �•7�c N 3• O z • � Z H Q � �1 • °v n N W N O�Z V co O v 0 O �g� n Qn m O ? SCN N..43409 10/09/18- $ PRODUCT: ooeumeMe Prepared W. �� gTATEpP THERMA—TRU Lyndon F. Schmidt �� FZOypl� I� 0 Z mo 3 10 08 18 REV. DOOR PANEL OPTION NOTE MT FlBERGLASS DOOR P.E. No. a3ao9 �•sS�OMAL 2 11 15 17 RECESSED PANEL NOTATION JK IIL111111 PART OR ASSEMBLY: � BUILDING CONSULTANTS, �NC I' m x (n 1 7 17 17 UPDATE TO 6th ED 2017 FBC JK HORIZONTAL k VERTICAL P.O. cox 230, Valrico, FL 33595 am NO DATE BY CROSS SECTIONS (1X BUCK) Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9513 0 201 6 R.W.BUILOINe f30N9ULTANTe I... MAX. MAX %\N .•6� .11co\\\` z o m o C 1 4IR ffa;z�Em muv 9p0IL 1 42daC ui NTERIOR INTERIOR INTERIOR' o° �d 0 1 VERTICAL CROSS SECTION r41 VERTICAL CROSS SECTION o S 6 Shown Direct to Masonry 6 Shown Direct to Masonryo >o Outswing only w/4-9/16'Jamb Outswing only w/6-9/16'jamb DIRECT TO MASONRY MAX.DESIGN PRESSURE: t } At- w/STANDARD STRIKE_±55 PSF m �� w/SECURITY STRIKE= ±65 PSFm oo o o =p. o w 8 Tn C 1 1 rn `^ 1 1 C C a »� U O Ev INTERIOR - z o n 40 41 42 e=a z O 3 INTERIOR Yl ii',L to L S a F` N 40 41 42 N �q D B o 5 v � M o �, jyl o a M N t EMB.DW.J g EMB.(TYP.) ^¢ a ° E ' EXTERIOR ' E ^ 'm E 1-1/a^MIN. E o 0 EMB.(TYP.) EXTERIOR a^Z o M 1-1/4^MIN. wrE 08102116 z EMB.(TYP.) scA N.T.S. S HORIZONTAL CROSS SECTION 6 HORIZONTAL CROSS SECTION JK m F 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION 6 shown Direct to Maso B LFs 3 6 Shown Direct to Masonry 6 Shown Drect to Mason 6 shown Direct to Masonry Outswin on w/6 9/16Y'amb rc Outswingonlyw/4-9/16'jamb Outswingonlyw/49/16�jamb Outswingonlyw/6-9116'jamb 9 h I Dw�mNONa FL-20468.1 n n Stir 6 OF 11 6 a` Notes: �tU I l l l q ff f f . 1.Slll Ifem#'s 17,18,32,34,35,36,37,38&39 are attached to iambs w/(3)#8 X 2-1/2"pfh screws at each end. 0.�::•" � �� Sill Item#'s 16&33 are attached to jambs w/(2)#8 X 2-1/7'pfh screws at each end. Sill Item#15 is attached to jambs utifving(2)#10 X 7'pph SMS at each end. 0 m^ S''• ' INTERIOR EXTERIOR f/• •*111�I�`�� y>°n m INTERIOR EXTERIOR o o p m On Z p y No O s 40 41 42 g 40 47 42 E 0) z m"o ¢ 9 d mg o=a SEE NOTE 1 32 38 39 33 34 35 36 37 $$E �� SEE NOTE 1 S 3 d -�K,:=• \Fib:rh ��:�.5%i9',�..!� r":::.•. .. r `,"r-,','jam..s=�� _ :-1•Yf`"'C� \��"`:`u.':4���,ei' � 1 VERTICAL CROSS SECTION o MEME N 7 Insving S1I 2 VERTICAL CROSS SECTION & 8 7 Inswing SIII ° a q ��> $ m o N EXTERIOR INTERIOR z EXTERIOR INTERIOR z o 7 16 17 18 N 40 41 42 40 41 42 R z z s 10 d'd _C SEE NOTE 1 E 15 a a ° e SEE NOTE 1 E o a v o K 4 z - .. ° ° ' a ° o' •. . .. �p f,4— U i aTE 08/02/16 z � VERTICAL CROSS SECTION se4Z N.T.S. 7 OutswingSll_ 4QVERTICAL CROSS SECTION DWO.er: dK m 7 Public Access SillCKK ft. LFS 3 DROM NO.. W FL-20468.1 0 SHEET Z OF 111 N • R:\Olenls\Therma Tru PERMANENT\A-Florida Product ApprmIskR-M68 WBDRTT FC SS Impact-Composite\C-Drawings\FL 20468(2017)-OIRREtMrL-2D768.1-3.dwg,6.1 0 m r� q• n 4 CCF O Z T 'a 2 a v Z 16"MAX. �'I(YP•1 O.C.PP.) 11� Z T � 5 Z O 13"MAX. 4°(TYP.) O.C.FYN c 9' rr1 n In �. S � Z 3 r- 0 O ;o {Q O C�)— 61(TYP•) =co x y \\\\\111fi11ll!/�I ND.43409 _ 10/09/18� _ '^ �^ PRODUCT: Dotumente Prepared Byr �� •; GIWEOF TH f+ � ERMA—TRU Lyndon F. Sehmldt �j �pRtp1 a+ .9 FIBERGLASS DOOR P.E. No. 43409 �SS�••• "•�1G�� `Da ro g 3 WHRE�ESSE EV DOOR PANEL OPTION NOTE MT 3, 0NAL04 r N 2 D PANEL NOTATION J_ILK PARf OR ASSEMBLY: BUILDING CONSULTANTSrn � SD 1 UPDATE TO 6th ED 2617 FBC JK P.O. Box 230, Valrleo, FL 33595 rn NO DATE BY BUCK & FRAME ANCHORING Phone No.: 813.659.9197 REVISIONS FBPE CA'No. 9813 2016 R.W.9UIlDING CDN9UlTANTB INC. ......... �i O" �mgg ice' Z •(�O� �m ` O O d �i �'••, •OJ�� o a 28 0 o '��ii A m 2X BUCK L SEE HINGEco 1� M o:°n m z DETAIL = o ° 1XBUCK G �P1 \ c v Xzq DIRECT RY M Q 26 \\ 8 E. m c w MASONRY �Vl a o a 9 L d Neq O mm � 4 mad LL 2XBUCK 25 — g 1. oZ ❑ y -, O SEE TONGUE d c W 1 X BUCK G 27 ' OO o STRIKE DETAIL *' 2X BUCK L d a �O g (n'P•) _ 1XBUCK G DIRECT TO M Y fn 04 MASONRY 4 o O LATCH 6 DEADBOLTDETAIL ' w" N " DIRECT TO 1 j� MASONRY Kwlksetcn _L_L M 310 c S SEE LATCH TONGUE STRIKE DETAIL m o W u Ipoln Lock03 d BDEADBOLT a 3 2XBUCK SEE LATCH �a, o 3 1X BUCK DETAIL &DEADBOLT :7 m o G 8 DETAIL ci 6 o DIRECT TO 1� of MASONRY M SUPLATE _L d 8 B 28 2X BUCK LIts a 1XBUCK G k' � o z E 22 STRIKE JAMB HINGE JAMB STRIKE JAMB DIRECT TO M z o n k En 2X BUCK 25 Latch and Deadbolt Multipoint Lock MASONRY 30 E o N dde v2i IX BUCK G 27 a a v) DIRECTTO MASONRY M L 2X BUCK LATCH d DEADBOLTDETAIL o 29 e G p LATCH&DEADBOLTDETAIL 1XBUCK u on ck Q rc�� Schlage B M DMIRECTTO ASONRY MULTIPOINT LOCK STRIKE DETAILS LATCH&DEADBOLT STRIKE DETAILS DIRECT TO Z (Standard Deadbolt Strike Plate) M MASONRY 24 23 n Z y M N Z U re nn 08102 16 i ° DEADBOLT STRIKE DETAILS HINGE DETAIL sr:c• N.T.S. DWG.ar: JK m e (Security Deadbolt Strike Plate) CHY ar: LFS 3 - - DRAWING NO.: € FL-20468.I 0 n sNEEr 9 of 11 9 6 ........... 7.5' 4.56" 7.59" T Ui ........ ........... ................. P1 2.36' Co z C;m *ItN,11W1,N,G THRESHOLD INMSWIMO THRESHOLD & 0",..z 32 37 Inywing Basic Tied 7 TIT SM WOOD JAMB 0 Ado � FlxdoR z 0 0 Inswing Basic Composite Adjustable SRI 7-1/2' Em CO 8-t 5 a:If 0! c;0a. 4.56" 5.83" q . T- 4.56'— U! eg C S E 0z Li to 10 3 n • � ' Ln ��C -,; M o: 0 INSWING THRESHOLD *ILNI�W11NIComposite G THRESHOLD OUTSWING THRESHOLD C) Inswing . 0' 33 38 M cTps.Adi, Composite SRI Inswing Basic FiKed Sill Inswing Composite Adjustable SRI 6 Cn 19 §� E 5, 5.75' 5.77' — 4.56" isai - Co 0 E (34 IMSTIN G THRESHOLD ---- X 1 d IwMnMModerat.a'Imate SRI 13/6' *ILMSMNG THRESHOLD Inswing Bas ic 1�.Pft 39 Inswing Basic Composite Adjustable SRI OUISAING THRESHOLD 7 GTH THRESHOLD 91 �PC—MpTosffe,�JAlu%rrdn�.Mi I 2 zoo 5.75" z C,z 60' 8 q 5.75" id, x .. .. ........... C) m 2,­ Q *ffN1W1,NG'THRESHOLD HO I. _M'HE Ins!ig Moderate Crimate,Sig 35 n ad M L�� - 0Tii:�z z 01 (1*8-0117SW'NG PUBLIC ACCESS THRESHOLD THRESHOLD 5.75' C=mpod.I Aluminum SR I z e. ..k) 1z D -08/02/ ATE 16 2CJv-1U,\ /,Fm sacE- N.T.S. DWG.BY- JK �2 36 INSWING THRESHOLD T �-ur—7� 1.9Z. P2.06 W--� .cw_ _ m H 0 4Slil tns.—Mn,—1.Tc%Fixed0SL3J BY., LFS DRAYANG NO, 6 r,-\_SWEEP r.\SWEEP C� SWEEP CS 10 FL-20468.1 o SNEET 10 OF 11 ��\1111 fit X :......... Ve BILL OF MATERIALS BILL OF MATERIALS py,l ITEM11 DESCRIPRON MATERIAL REM8 DESCRIPTION MATERIAL _�33�' * YS 0 J~_ A 1 X BUCK(SG>=0.421 WOOD 25 #8 x 2-1/2'PFH WOOD SCREW STEEL =�?3 , B 2X BUCK(SG>=0.42) WOOD 26 #8 x 5/8"PFH WOOD SCREW STEEL `N �. 4^ C 1/4"MAX.SHIM SPACE - 27 LATCH STRIKE PLATE STEEL D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE(STANDARD) STEEL i��i'r �;���� > MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 28A DEADBOLT SUB STRIKE PLATE STEEL r 111Ioo z d�6 E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 28B DEADBOLT STRIKE PLATE(SECURITY) STEEL - ""o G 3/16"X 3-1/4"ITW CONCRETE SCREW STEEL 29 4"X 4"HINGE STEEL e E W ?m Z J I/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 30 LATCH&DEADBOLT STRIKE PLATE[TONGUE SYSTEM) ALUM/COMP ; 9 d 00. L #10 X 2-1/2"PFH WOOD SCREW(1.15"MIN.EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE(TONGUE SYSTEM) ALUM/COMP 4 ; m d a M 3/16"X 2-1/4"ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP ; 0Z N 3/16"X 2-3/4"ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMPa 1 I JAMB(FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD ALUM/COMP 3 6 WEATHERSTRIP(MEDIUM REACH) FOAM 35 INSWING THRESHOLD ALUM/COMP a 7 WEATHERSTRIP(LONG REACH) FOAM 36 INSWING THRESHOLD ALUM/COMP 8 SWEEP VINYL 37 INSWING THRESHOLD ALUM/COMP �o 9 SWEEP(USE w/MODERATE CLIMATE THRESHOLD) VINYL 38 INSWING THRESHOLD ALUM/COMP fiy 10 SWEEP(USE w/PUBLIC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD ALUM/COMP m 15 PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL(BOOK) e 16 OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL(HYBRID) - 17 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL(UI) 18 OUTSWING THRESHOLD ALUM/COMP a a 22 #8 x 3/4"PFH WOOD SCREW STEEL 23 #10 x 3/4"PFH WOOD SCREW STEEL "m tj 24 #10 x 1"PFH WOOD SCREW STEEL H ° z z `LL' pFo " N CONCRETE ANCHOR NOTES: �+z w o 1.Concrete anchor locations at the comers may be adjusted to maintain the min. d N edge distance to mortarjolnfs. a a ° al 2.Concrete "MAX.anchor locations noted as ON CENTER"must be adjusted to o o „ maintain the min.edge distance to mortar joints,additional concrete anchors'M $v� amaybe required to ensure the"MAX.ON CENTER"dimension are not exceeded.. cs a < 3.Concrete anchor table: Z) i g ANCHOR A1b MIM N CIEARAN CR NGiR MIN CL�ARANCf `O^^ w TO MASONRY TO ADIACENTfi: n^t a ..._SIZE..: M.... NY :. ° g :.::;::..::::.EDGE:: ;a;r: ::-:::ANCHQRiiai- ° ^o.:............................................................................ ITW 1 g TAPCON" 1/4" 1-1/4" 2" 4" ro""z a �C ELCO 1/4" 1-1/4" 1" 4" a�O8 02116 i ULTRACON ITW sr.,c. N.T.S. d TAPCON" 3/16" 1-1/4" AS SHOWN 1-1/2" DWO•B'r: JK m' �? auc Err. LFS 3 WOOD SCREW INSTALLATION NOTES: DRAVANc NO.: 1.Maintain a minimum 5/8"edge distance,1"end distance,&1"o.c.spacing of m wood screws to prevent the splitting of wood. FL-20468.1 0 sNEEr 11 of 11 ro 0 a