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576 COASTAL OAK LN - TRUSS • OFF)CE COPY 4 BCS BUILDING COMPONENT SUPPLY, INC. 4627 JP HALL BLVD. SUITE 206 8-05-00 I 23.07-07 _ _ j GREEN COVE SPRINGS, FL 32043 0: 904.297.9390 a¢ 'e 1, i :_4". I �Q g R 'g np o F: 904.529.1406 rJI r r r r r I- r r= r r r r � i. L, BEARING HEIGHTS Ir r r 1 i 1I 91-1 1 /8 '�' 101-1 1 /811 t2-00-00 2 8$ 11 -V V-I 1 71-9 3/4 1 . •I 1 9'1-1/8"CE LING IV/f, i THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as 1 individual building components to be incorporated into the building design at the specification of the building designer.See individual design sheets for each truss design identified on the placement drawing.The building mi designer is responsible for temporary and permanent bracing of the roof and floor system and for the overall structure.The design of the truss ;,, support structure including headers, -.11.— , beams,walls,and columns is the 1 s"s . ,...5 1 responsibility of the building designer. �' �; o For general guidance regarding ilii :: ? bracing,consult"Bracing of Wood ! _ cisTrusses"available from the Truss Plate •c e Institute,583 D'Onifrio Drive;Madison, a o i* 1 111411 WI 53179. 1 a "� ATTENTION. °i Oc y a Refer to truss layout and engineering 23= . #7 . documents that arrive with delivered m 0 � 2 � tZ', 1 field trusses. -. - g Unless noted otherwise,all beams are , _ t a if - by others.1111 REVISION '?ATE - f 111-4:1 Truss Connector Total List c CHECKED BY DO/00/1 5• f7 1 Manuf Product Qty $ o z g Az - 1 4 USP JUS24 8 e2 $ E ¢ p` 1V.ING USP THD26 6 COASTAL OAKS lk ; 'pp.1 giP 1g g} \ CLITTT CONSTRUCTION •'U S•—5,' r it I a 1 !. I 7i z u� IA fel 0 gUBDIVISIO�' HICKS RESIDENCE I.i. _ 0.1 « VFgbt¢a�7 tk. $1 �p MODEL CUSTOM ^ . 0 23-00-00 + N/A 1 O 5NEVATION DRAWN BY LOT # CJR DATE N/A 06/24/2016 SEN# 972300 13-04-13 I 4403'08 T31 T32! THD26 I H m T33 mo 9 mo26 d T34 • 1-1/8 CEIL NG 10'1A� � 10'1-1/8"CEILING T35 �— —gin 01111111111111 a TMBee s d T371 48 S 1B y T39' CONVENTIONAL FRAMING ` $ '1'..b \ CONVENTIONAL FRAMING G T41 <6/12 6/12 T .. i�._ - 1•11 :i 4-0900 I �-00.00 1 ': 117 .4'i T16 : ,. _______112. y BEARS®s . yQ 115 O . d �4 9'1-1/8' C 0 VAl LT CL 38112 $ 12.00.0 113 ''..L' 1'12 '1-1/8"C 1 I 11111 ill '" 1110 r P F P P P P P~ '4f III -y= T09 65-00-05 _ FIRYD FLOTR LAYOTT SCALE: NTS * MN I= f 1 Mils Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. _qomcECOPY MiTek - RE: 9723C0 - Hicks Residence �*��• • MiTek USA, Inc. 6904 Parke East Blvd. Site Information: Tampa,FL 33610-4115 " Customer Info: Coabstal oaks Construction Project Name: Model: Hicks Residence Lot/Block: Subdivision: N/A Address: 2403 Saragossa Ave City: Jacksonville State: FL Name Address and License #of Structural Engineer of Record, If there is one,for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC20141TP12007 Design Program: MiTek 20/20 8.0 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: N/A psf This package includes 49 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss DatENo. Seal# Truss Date 1 T8920325 T01 6/26/0168 T8920342 T18 6/26/016 2 T8920326 T02 6/26/0169 T8920343 T19 6/26/016 3 T8920327 T03 6/26/0180 T8920344 T20 6/26/016 4 T8920328 T04 6/26/0101 T8920345 T20A 6/26/016 5 T8920329 T05 6/26/0102 T8920346 T21 6/26/016 6 T8920330 T06 6/26/0103 T8920347 T22 6/26/016 7 T8920331 T07 6/26/0104 T8920348 T23 6/26/016 8 T8920332 T08 6/26/0105 T8920349 T24 6/26/016 9 T8920333 T09 6/26/0106 T8920350 T25 6/26/016 10 T8920334 T10 6/26/0107 T8920351 T26 6/26/016 11 T8920335 T11 6/26/0108 T8920352 T27 6/26/016 12 T8920336 T12 6/26/0109 T8920353 T28 6/26/016 13 T8920337 T13 6/26/0100 T8920354 T29 6/26/016 14 T8920338 T14 6/26/0101 T8920355 T30 6/26/016 15 T8920339 T15 6/26/0102 T8920356 T31 6/26/016 16 T8920340 T16 6/26/0103 T8920357 T32 6/26/016 17 T8920341 T17 6/26/0104 T8920358 T33 6/26/016 i� ll�1,1 The truss drawing(s) referenced above have been prepared by MiTek ik%'e" G S•e1/1 ''. Industries, Inc. under my direct supervision based on the parameters . ' provided by Building Component Supply. Truss Design Engineer's Name: Albani, Thomas = .:� My license renewal date for the state of Florida is February 28, 2017. :. , . E OF IMPORTANT NOTE:Truss Engineer's responsibility is solely for '•�'��•.,z O R p P•� �$ design of individual trusses based upon design parameters shown �''i` Si* *..�.4,.s% on referenced truss drawings. Parameters have not been verified ,iiiiiti� as appropriate for any use. Any location identification specified is Thomas A.Albani PE No.39380 for file reference only and has not been used in preparing design. M1TekUSA,Inc.FLCert6634 Suitability of truss designs for any particular building is the 6904 Parke East Blvd.Tampa FL 33610 Date: responsibility of the building designer, not the Truss Engineer, June 26,2016 per ANSI/TPI-1, Chapter 2. 1 of 2 Albani.Thomas r a RE: 9723C0 - Hicks Residence Site Information: Customer Info: Coabstal oaks Construction Project Name: Model: Hicks Residence Lot/Block: Subdivision: N/A Address: 2403 Saragossa Ave City: Jacksonville State: FL No. Seal# Truss Name Date 35 T8920359 T34 6/26/016 36 T8920360 T35 6/26/016 37 T8920361 T36 6/26/016 38 T8920362 T37 6/26/016 39 T8920363 T38 6/26/016 40 T8920364 T39 6/26/016 41 T8920365 T40 6/26/016 42 T8920366 T41 6/26/016 43 T8920367 T42 6/26/016 44 T8920368 T43 6/26/016 45 T8920369 T44 6/26/016 46 T8920370 T45 6/26/016 47 T8920371 T46 6/26/016 48 T8920372 T47 6/26/016 49 T8920373 T48 6/26/016 2 of 2 Job Truss Truss Type tt Qty Ply Hicks Residence T8920325,, 9723C0 TO1 Common Supported Gable :1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 24 11:30:30 2016 Page 1 I D:kM9wM77yTMMiOKdE L5AGGKzceuL-P16QB6efURp56NG5TquzbaeGMF?Bv24sDTPXZ 1 z34nN 9-11-4 19-10-8 I 9-11-4 i 9-11-4 7x6 II Scale=1:69.4 9 a 6 10 7 11 12.1X) 12 6 12 11101: 13 5 25 4 26 24 14 0 • 27 7x10= 23k• 15 m 2 3 28 22 6 1 •/: 29 21 16 ,j•••• / 30 20 III: 17 !% 31 8.00 12 19 % I-1 32 18 4x10-- 4x10 i I 19.10.8 19-10-8 Plate Offsets(X,Y)- (18:0-2-14,0-2.0),(32:0-2-14,0-2-01 _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25BC 0.11 Vert(TL) n/a - n/a 999 BCLL 0.0 • Rep Stress Inco YES WB 0.27 Horz(TL) -0.01 18 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-S I i Weight:161 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 19-10-8. (Ib)- Max Horz 32=-363(LC 10) Max Uplift All uplift 100 lb or less at joint(s)26,28,29,30,24,22,21,20 except 32=-428(LC 10),18=-153(LC 11),25=-243(LC 11),27=-101(LC 12),31-279(LC 9),23=-101(LC 12),19=-257(LC 8) Max Gray All reactions 250 lb or less at joint(s)18,26,27,28,29,30,24,23,22,21,20 except 32=510(LC 11),25=684(LC 12),31=394(LC 10),19=360(LC 11) FORCES. (Ib)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-314/299,5-6=-249/290,6-7=-324/381,7-8=-413/487,8-9=-460/546, 9-10=-457/541,10-11=-409/483,11-12=-320/376,12-13=-245/286,15-16=-272/257 BOT CHORD 31-32=-275/258 WEBS 9-25=-678/531,2-32=-369/335,16-18=-320/286 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasal=101mph;TCDL_ - f;h=25tt B=45ft;L=24ft;save=2tt;Cat.5.0psf;BCDL-5.0ps, II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-1-12 to 3-3-4,Exterior(2)3-3-4 to 9-11-4,Comer(3)9-11-4 to 12-11-4 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Truss to be fully sheathed from one face or securely braced against lateral movement(I.e.diagonal web). 7)Gable studs spaced at 1-4-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)-This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)26,28,29,30, 24,22,21,20 except(it=Ib)32=428,18=153,25=243,27=101,31=279,23=101,19=257. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)25,26,27,28,29,30,31,24,23,22,21, 20,19. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED ANTEK REFERANCE PAGE ME-7473 rev.10/03/2015 BEFORE USE. idt Design valid for use only with Mileks connectors.Ihls design is based only upon parameters shown,and is for an Individual building component,en t,root a taus system.Before use,the buildng designer must verity the applicability of design ixtrameters and properly incorporate this design into the overall bolding design. Bracing Indicated Is to prevent budding of kdMdual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always requked for stability and to prevent collapse with possible personal injury and property damage. for general gukiance regarding the Parke EBNd. fabrication,storage.delNery,erection and bracing of trusses and tausystems s seeANSI/TPI1 Quality Criteria,DSB-86904East 9 and SCSI Building Component larva.04 East Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Job Truss I Truss Type ►___t Qty Ply I Hicks Residence i T8920326 9723C0 T02 i Common 3 1 __ Job Reference(optional)- Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 24 11:30:31 2016 Page 1 I D:kM9wM 77yTMM i 0 Kd E L5AGGKzce u L-t EfoOSI H F IxykX rH0YPC 7nAObf Fge Rw0S7856Tz34nM �._4-11-10 9-11-4I 14-10-14 19-10-8 4-11-10 4-11-10 4-11-10 4-11-10 7x6 II Scale=1:69.4 3 12.001-12 4111111L4x10// 4x102 :•Nftmos.� 4 9j 12 8x12= 3x4 !I �"j 3x4 I I 1 5 ri `.' e/ � .. 8.00,2 � I� 8 4x5 lx5* 9-11-4 19-10-8 9-11-4 ' 9-11-4 Plate Offsets(X,Y)-- 16:0.0.0,0-0-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.11 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.30 6-7 >773 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.55 Horz(TL) 0.27 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:145 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7.13 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-8,4-6 REACTIONS. (lb/size) 8=783/0-5-8,6=783/0-5-8 Max Horz 8=373(LC 11) Max Uplift 8=-206(LC 12),6=-206(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-402/199,2-3=-1401/245,3-4=-1467/269,4-5=-393/190,1-8=-391/190, 5-6=-383/197 BOT CHORD 7-8=-460/1566,6-7=-342/1203 WEBS 3-7.185/1650,4-7=-417/428,2-7—407/417,2-8=-1384/317,4-6=-1347/346 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4f1;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.1-12 to 3-1-12,Interior(1)3-1-12 to 9-11-4,Exterior(2) 9-11-4 to 12-11-4 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Bearing at joint(s)8,6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=206,6=206. 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MWTEK REFERANCE PAGE MI7473 rev.100312015 BEFORE USE. ' Design valid for use oily with MIIek&connectors.this design is based only upon fxxarneters shown,and is for on individual to hiding courtx+nent,not a truss system.Before use,the building designer must verify the appticat llty of<lesion rxxarnetors OM/properly Incrrpxrate this design into the overall Wilding design. &acing indicated Is to prevent buckling of Individual truss web and/or chord menet kris only. Additional temporary rind permanent bracing MiTek* is always required for stability and to prevent collapse whir possible personal initsy and property damage. r or genera gridcxx:e tegord Ing the East Blvd. fabrication,storage.delivery,erection and bracing of trusses andtruss systems,sneANSI/IP11 Quality Criteria,058.8 6904 Parka 9 and SCSI Building Component Tampa. East 0 Safety Information available from Trus Plate Institute.218 N.Lee Street,Slate 312,Alexandria.VA 22314. mP Job Truss Truss Type Tti Qty Ply ' Hicks Residence T8920327 9723C0 T03 Roof Special 1 1 Job Reference(optional) • Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 24 11:30:32 2016 Page 1 I D:kM9wM77yTMMiOKdE L5AGGKzceuL-LODAcogv023pLhOTaFwRg?jYP2a3NuB9gnueevz34nL 4-11-10 9-11-4 14-10-14 18-10-13 1 •10.8 i 4.11.10 i 4-11-10 4-11-10 3-11-15 0.11.1{1 7x6 11 Scale=1:69.4 3 s! 12.00 12 AIL4x10// 4x10 s�2 ► ` 4 /' 9 ` 2x4 II 11 4x6= 8x12= ` 2x4 O co 57 3x4 I 1 ��an g e a diJ' err S.00�P 4:. `� 28 10 4x5': x5 i 9.11.4_ 19-10-8 1 9 11.4 i. __ 9-11-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.11 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.30 9-10 >775 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.55 Horz(TL) 0.27 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 I Matrix-MS Weight:147 lb FT=20°k LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-8,2-10 REACTIONS. (lb/size) 8=783/0-5-8,10=783/0-5.8 Max Horz 10=347(LC 10) Max Uplift 8=-210(LC 12),10=201(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-402/201,2-3=-1368/277,3-4=-1433/297,4-5=-425/189,5-6=-582/250, 6-8=-408/195,1-10=-391/197 BOT CHORD 9-10=-412/1521,8-9=-353/1195 WEBS 2-9=-387/391,3-9=-224/1601,4-9=-362/377,4-8=-1222/339,2-10=-1357/342 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0ps1;BCDL=5.Opsi h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-11-4,Exterior(2) 9-11-4 to 12-11-4,Interior(1)18-10-1 to 19-8-12 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Bearing at joint(s)8,10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 8=210,10=201. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M17EK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE Desk vdkd for use only with MIleks connectors.114s design Is based only upon parameters shown.and Is for an In dMdual building component,not , a truss system.Before use,the balding designer must verify the applicability of design parameters and properly krcorpoiate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary std permanent bracing Milek' Is always required for stobtily and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Parke East Blvd.fa fabrication.storage,delivery,erection and tracing of trusses and truss systems.seeANSI/TPI I Quality Criteria,DS8-$ 6904 9 and BCSI Building Component East 0 Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexa d la-VA 22314. Tampa.P.Parke Job 'Truss Truss Type r t Qty Ply Hicks Residence T8920328 9723C0 T04 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 24 11:30:33 2016 Page 1 I D:kM9wM77yTMMiOKdEL5AGGKzceuL-pcnYp7gXnMBgzq?g8zRgCCGj8Swl6L RIvRdCALz34nK 4-11-10 9-11-4 14-10-14 18-6-13 19-10-8 4-11-10 1 4-11-10 I4-11-10 ' 3-7-15 1-3-11' 7x6 11 Scale=1:69.4 3 12.00'12 AIL 4x10 0 4x10��2 ., 4 9 ` 2x4 II 11/ 4x6= 8x72= `. 2x4 5 7 Pa 3x4 II ►.;. CI l+: ,/ N� .y 8.00112 4� e .-1 •8 10 4x5�- 4x5�.. 9-11.4 1 18-6-13 i9-10-8 9-11-4 8-7-9 1-3-11' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.11 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.30 9-10 >775 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.55 Horz(TL) 0.27 8 n/a Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:148 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-1 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-8,2-10 REACTIONS. (lb/size) 8=783/0-5-8,10=783/0-5-8 Max Horz 10.342(LC 10) Max Uplift 8=-212(LC 12),10=-199(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-403/202,2-3=-1363/299,3-4=-1428/319,4-5=-390/165,5-6=-504/201, 1 6-8=-384/180,1-10=-391/198 BOT CHORD 9-10=-439/1514,8-9=-377/1195 l WEBS 2-9=-384/387,3-9=-255/1594,4-9=-350/368,4-8=-1220/378,2-10=-1353/360 1 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=251t;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-11-4,Exterior(2) 9-11-4 to 12-11-4,Interior(1)18-6-1 to 19-8-12 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Bearing at joint(s)8,10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=212,10=199. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. t V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE. min Design valid for use only with MllekS)connectors.Ibis design is based only upon parameters shown,and Is 94 an Individual building court orient,not a truss system.Before use,the bulking ng designer must verify the applicability of design parameters and properly incorporate this design into the overall bulking design. Srachg Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stablity and to prevent collapse with possible personal Injury and property damage. For general grldance regarding the Parke East Blvd. kSxk:atk,n,storage,delivery,erection and txachg of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and S 6904 CSI Building Component Et 0 Safety information available from Truss Plate institute.218 N.Leo Street.State 312,Nexarxiria,VA 71314. Tampa.P.Parke Job Truss Truss Type 1 f Qty `Ply Hicks Residence T8920329 9723C0 T05 Roof Special 1 1 Job Referenceoj�ltional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 24 11:30:33 2016 Page 1 I D:kM9wM77yTMMiOKdE L5AGGKzceuL-pcnYp7gXnMBgzq?g8zRgCCGj8SwI6LRIvRdCALz34nK 4-11-10 9-11-4 14.10-14 18-2-13 19-10-8 1 4-11-10 + 4-11-10 4-11-10 3-3-15 1-7-11 7x6 1', Scale=1:69.4 3 a. 12.00,12 12 13 4x10// 4x10\\ Q� 4 9 2x4 II 4x6= 8x12= 5 7 cs 2x4\\ 3x4 II 1 , in it �5��yy l'n J _ `• N— H , //iP a) 'n 8.00�12 8 10 4x5 4x5-9 9-11-4 18-2-13 119.10.8 9-11-4 8-3-9 1.7-11, LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.11 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.30 9-10 >775 180 BCLL 0.0 * Rep Stress Incr YES WB 0.55 Horz(TL) 0.27 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:149 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-3 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-8,2-10 REACTIONS. (lb/size) 8=783/0-5-8,10=783/0-5-8 Max Horz 10=338(LC 10) Max Uplift 8=-214(LC 12),10=-197(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-404/203,2-3=-1358/320,3-4=-1424/340,4-5=-354/137,5-6=-439/160, 6-8=-355/163,1-10=-392/199 BOT CHORD 9-10=-469/1507,8-9=-399/1196 WEBS 2-9=-380/383,3-9=-284/1588,4-9=-337/357,4-8=-1224/419,2-10=-1349/377 NOTES- 1) OTES1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0ps1;h=25ft B=45ft;L=24ft;eave=4lt;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-11-4,Exterior(2) 9-11-4 to 12-11-4,Interior(1)18-2-1 to 19-8-12 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Bearing at joint(s)8,10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=214,10=197. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. A WARNING-Verify design parermtere end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rev.10/0311015 BEFORE USE. mit Design vc4id for use only with MIIekS&connectors.Ns design is based only upon parameters shown.and is for<rs Individual building component.not a truss system.Before use,the building designer must vedly the applicabIIty of design fxxorneters and property incorporate this design into the overall MiTek' Wilding design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the East Blvd.. Plate6904Parke Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. -- --. ._ __ — ----- ----L--------- Job Truss Truss Typef__—.1_ Qty Ply Hicks Residence T8920330 9723C0 TO6 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Ft 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 24 11:30:34 2016 Page 1 ID:kM9wM77yTMMiOKdE L5AGGKzceuL-I pLw1 Th9YgJXb_asigyvlQoutsGXrngS85NIioz34nJ 4-11-10 9-11-4 14.10-1417.10-13 _19-10-8 4.11-10 4-11-10 I — 4-11-10 ( 2-11-15 +1.11-11 7x6 II Scale=1:69.4 3 12.00Fri- AIL 4x10// 4x10 2 9 . 4 9 ` 2x4 II 1� 4x6— 8x12= ` 5 7 el • ►� 2x4�� ei 3x4 I 1 fO up • gg ;:s.-::- ,, :1 :s ,, '0 8.0012 w 8 10 4x5- 4x5 O 9-11-4 17-10.13__ 119.10.81 9-11-4 7-11-9 1.11-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.11 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.30 9-10 >775 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.55 Horz(TL) 0.27 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS � Weight:150 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-6 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 1 Row at midpt 2-10,4-8 REACTIONS. (lb/size) 8=783/0-5-8,10=783/0-5-8 Max Horz 10=-333(LC 10) Max Uplift 8=-216(LC 12),10=-195(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-405/204,2-3=-1354/341,3-4=-1420/361,4-5=-314/106,5-6=-382/124, 6-8=-343/144,1-10=-393/200 BOT CHORD 9-10=-499/1500,8-9=-419/1196 WEBS 2-9=-377/380,3-9=-313/1582,2-10=-1345/395,4-9=-323/346,4-8=-1233/462 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=4511;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-11-4,Exterior(2) 9-11-4 to 12-11-4,Interior(1)17-10-1 to 19-8-12 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Bearing at joint(s)8,10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify • capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=216,10=195. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 0 WARNING-VaBy de.Jgn param.ar$and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITeks9 connectors.this design Is based only upon parameters shown.and Is tot on Individual bolding component.not �t o truss system.Before use,the briding designer must verify lire applk:aMly of design parameters and properly Incorporato ttsls<lesion Into the overall building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing MIR** Is always required for stability and to prevent collapse with posst le personal ktlrry and Properly damage. For general guidance regarding the e Est Blvd. fabrication,n,storage,deltvery,erection and bracing of trusses and truss systems,seeANSI/7PI t Quality Criteria.DSB-89 and SCSI Building Component 690469 P.Parke 3 ast 0 Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Job Truss Truss Type ' 1Qty Ply Hicks Residence T8920331 9723C0 T07 Roof Special 1 1 Job Reference(optional) i Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 24 11:30:35 2016 Page 1 I D:kM9wM 77yTMMiOKdE L5AGGKzceuL-m?VJEpinlzRNC892F0U8IdL3dGcmaEwbM161 FEz34nl 4-11-10 9-11-4 14-10-14 17-6-13 19-10-8.{ 4-11-10 4-11-10 { 4-11-10 2-7-15 2-3-11 7x6 II Scale=1:69.4 3 %! 12.00 12 12 13 4x10// 4x10\\ 2 .1.................. r►� 4 g 2x4 II 4x6= 1y 7 8x12= ` 5 2x4\\ � 3x4 I•. 1 ,/ �� 8.00 12 N-��, 7 8 10 46. 4x5-i 9.11.4 ___17-6-13 {19-10-8 I 9-11-4 7-7-9 2-3-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.11 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.30 9-10 >775 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.55 Horz(TL) 0.27 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:151 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-1 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9.11-9 oc bracing. WEBS 1 Row at midpt 2-10,4.8 REACTIONS. (lb/size) 8=783/0-5-8,10=783/0-5-8 Max Horz 10.329(LC 10) Max Uplift 8=-218(LC 12),10=-193(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2.406/205,2-3=-1350/361,3-4=-1416/381,4-5=-274/76,5-6=-348/93,6.8=-333/125, 1-10.394/201 BOT CHORD 9-10=-528/1493,8-9=-438/1196 WEBS 2-9=-374/376,3-9=-341/1578,2-10=-1342/411,4-9=-307/334,4-8=-1255/504 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opst;h=25ft;B=45tt;L=24ft;eave=4tt;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-11-4,Exterior(2) 9-11-4 to 12-11-4,Interior(1)17-6-1 to 19-8-12 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Bearing at joint(s)8,10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 8=218,10=193. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. V WARNM/O-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 ray.10/032015 BEFORE USE. MilDesign valid for use only with MlIekw as connectors.This design is bed only upon rx>rarneters shown,and is for an kxiivickrd holding component.not a truss system.Before use,the butting designer must verity the applicability of design parameters and pros xray incorporate this design into the overall MiTek building design. Bracing indicated is to prevent buckling of IndMkfuai truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding Bre Eaast Blvd.fabricatk>n,storage,delivery,erection and bracing 01 trusses and truss systems,seeANSt/ill1 Quality Criteria.DSB-89 and SCSI Building Component 690469 P.Parke Est 0 Safety Information available tram Trus Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. —_ — -_ - .- : Job Truss Truss Type • Qty Ply Hicks Residence T8920332, 9723C0 T08 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 24 11:30:36 2016 Page 1 I D:kM9wM77yTMMiOKdELSAGGKzceuL-E BThR9j03HZEgIkEp5?NgruDNgy?JhAlbPssngz34nH 4-11-10 9-11-4 I 14-10-14__ , 17-2-13 19-10-8 , 4-11-10 4-11-10 4-11-10 r 2-3-15 2.7.11 7x6 II Scale=1:69.4 3 12.00 12 12 13 4x10// 4x10* 2 �i►� 4 2x4 II �� 9 ` 4x6= 11 5 7 8x12= `i�� 2x4 O r%? 3x4 II 1 rP• `O 7 d d, ;S ' 8.00 r12 �`. �' ^ 8 10 4x5* 4x5 9-11-4 17-2-13 19.10.8 9-11-4 I 7-3-9 2-7-11 LOADING(psf) SPACING- 2-0-0 1 CSI. DEFL. in (loc) Udell lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.11 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.30 9-10 >775 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.55 Horz(TL) 0.27 8 n/a n/a BCDL 10.0 Code F8C2014/TP12007 Matrix-MS Weight:152 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-8-9 oc bracing. WEBS 1 Row at midpt 2-10,4-8 REACTIONS. (lb/size) 8=783/0-5-8,10=783/0.5.8 Max Horz 10=-324(LC 10) Max Uplift 8=-221(LC 12),10=-190(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-407/206,2-3=-1346/381,3-4=-1413/400,4-5=-255/46,5-6=-318/66,6-8=-322/108, 1-10=-394/202 BOT CHORD 9.10=-557/1487,8-9=-456/1204 WEBS 2-9=-371/373,3-9=-368/1573,2-10=-1340/427,4-9=-289/320,4-8=-1290/542 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsl;BCDL=5.0ps1;h=25tt;B=451t;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-11-4,Exterior(2) 9-11-4 to 12-11-4,Interior(1)17-2-1 to 19-8-12 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Bearing at joint(s)8,10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=221,10=190. 8)Graphical purlin representation does not depict the size or the orientation 01 the purlin along the top and/or bottom chord. • 0 WARNING-Verify design peramaras and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10/032015 BEFORE USE.Design valid for use only with MiTek®connectors.tills design Is based only upon purarnoters shown.and is for anIndividual balding component,not Mi t a truss system.Before use,the building designer must verify the applicability of design[ammeters and properly incorporate orate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. luldtional temporary and permanent bracing MiTek- Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding tine e East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I Qualify Criteria,DSB-89 and BCSI Building Component 6 69904 04 P.Parkrk 33610 Safely Information avdlable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. —.1 Job Truss Truss Type r • Qty Ply Hicks Residence T8920333 9723C0 109 Common Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 24 11:30:37 2016 Page 1 I D:kM9wM77yTMMiOKdEL5AGGKzceuL-iO13fVj2gbh5SSI RNoWcN2QQj3L02E9ug3bPJ7z34rlG 18-10-1333,6-14 I 18-10-13 14 8-1 558- Scale=1:71.5 6.00,12 15 16 17 iil 7x10 J 14 1356 :: 1 5719 :x1o9: h12 : `� 20212223 24 '4 6 25 58 5 - g E 91 - 2627 �4_ E EI 3 3x8 II 2 _ I 1 - 1d 4 _ - 13 B ft B 4 1 1 : E 9 9 1 9 n Q 4 P B it 8 . . 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 4x5 II 3x6 -- 7x10= _ 33.6.14 I 33-6-14 Plate Offsets(X,Y)-- (45:0-2-6,0-1-8] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 IC 0.51 Vert(LL) n/a - IVa 999 I MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Verl(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.18 Horz(TL) 0.00 28 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:355 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 16-39,15-40,14-41,13-42,12-43,17-38, 18-37,19-36,20-35 REACTIONS. All bearings 33-6-14. (lb)- Max Horz 54=218(LC 11) Max Uplift All uplift 100 lb or less at joint(s)28,39,40,41,42,43,44,46,47,48,49,50,51,52,38,37, 36,35,34,33,32,31,30,29 except 54.340(LC 10),53=-321(LC 11) Max Gray All reactions 250 lb or less at joint(s)28,39,40,41,42,43,44,46,47,48,49,50,51,52,38, 37,36,35,34,33,32,31,30,29 except 54=393(LC 11),53=436(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-276/273,8-10=-143/265,10-11=-133/308,11-12=-123/351,12-13=-121/394, 13-14=-136/437,14-15=-153/487,15-16=-159/504,16-17=-159/504,17-18=-154/488, 18-19=-135/435,19-20=-121/394,20-21=-106/351,21-22=-91/308,22-23=-76/265 WEBS 16-39=-293/66,2-53=-215/255 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ff;L=341t;eave=2ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-1-12 to 3-6-1,Exterior(2)3-6-1 to 18-10-13,Comer(3) 18-10-13 to 22-3-2 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 7)Gable studs spaced at 1.4.0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)28,39,40,41, 42,43,44,46,47,48,49,50,51,52,38,37,36,35,34,33,32,31,30,29 except(jt=lb)54=340,53=321. t, =NM V WARN*VG-Vastly design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE Design vdkf for use only with MiteirD connectors.Ibis design is based only upon parameters shown.and Is for an kdlvidual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek' bulking design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always requ red for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 East Btvd. fabrication,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/TPI1 QuaNtyBulkingCriteria,0S8-89 and SCSI Bug Component Tampa.Parke East 0 Safelyinformatan avdlable horn Truss Plate Institute.218 N.Lee Street.Suite 312.Alexarxila,VA 22314. Job Truss 'Truss Type t I Qty Ply Hicks Residence T8920334', 9723C0 T10 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 24 11:30:39 2016 Page 1 ID:kM9wM77yTMMiOKdELSAGGKzceuL-em6p4BIIMCxphISPUDYSSTWg3tvW W_MBHN4W0?z34nE i 3.0.5 { _10-11-9 I 18-10-13 26-1-2 33-6-14 3-0-5 7.11-4 7-11-4 7-2-4 7-5-12 { 5x8= Scale=1:73.5 6.00;12 5 3x6 i 16 176 6 4 •4 4x5 4. 4x5 i �+ 7 3 r18 q 14x5 C "' 2x4 II 7x10.- 8 l• 1 1 rz .,i•Aiiiiik ,_5:2 ,., 4 co a J' 1514 13 19 12 ii 20 10 9 5x6= 4x6= 4x10= 3x6= 4x5= 3x6 I! 4x5= 3.0.5 10-11-9__ 18-10-13._________ 26-1-2 33-6-14 3-0-5 { 7-11.4 — 7-11-4 7.2.4 I 7-5-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.37 14-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.96 14-15 >416 180 BCLL 0.0 • Rep Stress Ina YES WB 0.78 Horz(TL) 0.06 9 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 1 Matrix-MS Weight:236 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP SS'Except` BOT CHORD Rigid ceiling directly applied or 9-0-8 oc bracing. 11-13:2x4 SP No.2 WEBS Web Brace:Length(member) 8-3-4(3-12);7-11-15(7-12); WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 15=1331/0-3-8,9=1331/0-3-8 Max Horz 15=198(LC 11) Max Uplift 15.347(LC 12),9=-352(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1717/524,3-5=-1243/519,5-7=-1231/535,7-8=-1266/435 BOT CHORD 14-15=-395/1231,12-14=-402/1589,10-12=-292/1082 WEBS 2-14=8/435,3-14=0/309,3-12=-708/266,5-12=-209/669,7-10=-393/237, 8-10=-329/1218,2-15=-1625/570,8-9=-1273/466 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=3411;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-0-5,Interior(1)3-0-5 to 18-10.13,Exterior(2) 18-10-13 to 22-3-2 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. • 4)All plates are 3x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 15=347,9=352. 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10/03/2016 BEFORE USE. pa Design valid for use only with MltekSS connectors.this design Is based only upon percrnoters shown,and is for an IndMdual building comp on ent.not a truss system.Before ruse,the bulking designer must verily the applicability of design parameters and properly incorporate this design into the email T balding design. Bracing indicated Is to prevent buckling of Individual Buss web and/or chord members only.Additional temporary and permanent bracing WRAC Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 East Blvd. fabricalkm.storage,delivery.erection and bracing of trusses and truss systems.seeANSI/IPI I Quality Criteria,DSB-89 and BCSI Building Component Tampa,04 ParkeFEasi Safety Information avallctble from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Job Truss Truss Type Oty Ply Hicks Residence T8920335 9723C0 T11 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 24 11:30:39 2016 Page 1 ID:kM9wM 77yTMMiOKdEL5AGGKzceuL-em8p4BIIMCxphISpUDY5STW iBN9W zl BHN4W O?z34nE 7-0-5 12-11-9 18-10-13 24-10-2 I 30-9-6 _ 33-6-14-i 7-0-5 1 5-11-4 l 5.11.4 5-11-4 5-11-4 2-9-8 5x8= Scale=1:74.1 4 6.00 TIT op! 4x5 i 17 4x5 J 3 5 G 4x5= 4b04lI 1 16 6 7 w 3 11116hilliNss4111 0 i5 14 13 12 19 11 10 9 8 3x511 4x5= 3x6= 4x10= 4x5= 5)(6= 4x5= 7-0-5 12-11-9 18-10-13 24-10-2 30-9-6 33-6-14 17-0-5 l 5-11-4 I 5-11-4 l 5-11-4 1 - 5-11-4 ' 2-9-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.20 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.51 8-9 >785 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.88 Horz(TL) 0.06 8 n/a rVa BCDL 10.0 I Code FBC2014/TPI2007 Matrix-MS Weight:260 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except* TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins. 1-2:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-9-6 oc bracing. BOT CHORD 2x4 SP No.2 WEBS Web Brace:Length(member) 7-8-2(5-11);7-8-2(3-11); WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 15=1331/0-3-8,8=1331/0-3-8 Max Horz 15=-154(LC 10) Max Uplift 15=-349(LC 12),8=-349(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1427/431,2-3=-1557/512,3-4=-1203/506,4-5=-1204/504,5-6=-1286/417 BOT CHORD 12-14=-447/1511,11-12=-400/1405,9-11=-308/1091,8-9=-214/621 WEBS 1-14=-542/1795,2-14=-945/403,3-12=0/326,6-9=-126/645,1-15=-1275/457, 6-8=-1358/467,5-11=-256/119,4-11=-229/723,3-11=-623/249 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=34ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-6-1,Interior(1)3-6-1 to 18-10-13,Exterior(2) 18-10-13 to 22-3-2,Interior(1)30-9-6 to 33-5-2 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 3x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 15=349,8=349. ig• Q WARNING-Verily design perarrwfers and READ NOTES ON THIS AND INCLUDED MrIEK REFERANCE PAGE M&7473 rev.10/03/1015 BEFORE USE. Design valid for use only with Wields connectors.Ms design Is based only upon parameters shown,and is for an individual building component,nol o truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Addtkxxrl temporary and permanent txactng MiTek- Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general Lruklaice tegading the East ParkeBid. Truss fabrication,storage.delivery,erection and bracing of trusses and'MSS systems.seoANSI/1PI1 Quality Criteria,DSB-89 and SCSI Building Component 6 69049 P. 33610 B Safety Information available from Trs Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. - Job Truss I Truss Type Qty Ply Hicks Residence T8920336 9723C0 T12 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 24 11:30:40 2016 Page 1 ID:kM9wM77yTMMiOKdEL5AGGKzceuL-6yiCHXmw7V3gJv 102x3K?h2sbHGZFP-_KW 1 g3wRz34nD 5-6-3--- 11.0.5 18-10-13 I 26-9-6 _ { 33-6-14 F 5 6-3 �— 5-6-3 { 7-10-8 7.10-8 6-9-8 5x8= Scale=1:74.1 6.00 riT 4 17 18 a40 4x5= 4x5= 7x10= 7x10= 4x5= 1 2 5 6 ..6111 1516\\\\ / 1 2013 21 12 11 22 10 9 23 8 2414 7 3x6 1 4x5= 4x10= 3x6— 4x5= 3x6 !l 4x5= 5-6-3 11-0-5 18-_10-13----- { 26-9-6 I 33-6-14 H I 5-6-3 { 5-6-3 7-10-8 -_ 7-10-8 6-9-8 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (hoc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.13 10-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.34 10-12 >999 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.94 Horz(TL) 0.05 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:272 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 3-4,4-5:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: BOT CHORD 2x4 SP No.2 8-8-9 oc bracing:10-12. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 1-14,6-7 OTHERS 2x4 SP No.3 Web Brace:Length(member) 4-10-3(2-13);8-3-11 (3-10);8-3-11 (5-10); REACTIONS. (lb/size) 14=1331/0-3-8,7=1331/0-3-8 Max Horz 14=-102(LC 10) Max Uplift 14=-349(LC 12),7=-349(LC 12) Max Gray 14=1409(LC 19),7=1406(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-906/282,2-3=-1440/436,3-4=-1246/445,4-5=-1247/445,5-6=-1051/318 BOT CHORD 12-13=-294/972,10-12=-453/1510,8-10=-327/1069 WEBS 1-13=-469/1507,2-13=-1047/430,2-12=-258/889,3-12=-548/274,3-10=-607/200, 4-10=-73/620,5-8=-953/430,6-8=-472/1561,1-14=-1313/467,6-7=-1299/468 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=251t;B=45th L=34ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-6-1,Interior(1)3-6-1 to 18-10-13,Exterior(2) 18-10-13 to 22-3-2,Interior(1)26-9-6 to 33-5-2 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 3x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 14=349,7=349. r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1863 201S BEFORE USE. I r. Design valid for use only with Mllek1 connectors.Itis design k based only upon rxxarneters shown,and is for an individual ual b ulding r omp nent.not , a truss system.Before use,the building designer must verily the applicability of design parameters arid properly Incorporate this design into tte overall building design. Bracing indicated is to prevent txtckting of Individual truss web and/or chord members only.Additional temporary and permanent bracing Milk is always required t r stability and to prevent collapse with tie personal tray and property damage. For general guidance regarding the fabrication,storage,delivery,erection and tracing of trusses and truss systems.seeANSl/1Pit Qualify Criteria.DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety information avalable horn buss Plate Institute.218 N.lee Street.Suite 312.Alexandria,VA 22314. Tempe.FL 33610 Job Truss Truss Type Qty Ply Hicks Residence 789203371, 9723C0 113 Root Special '1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 24 11:30:41 2016 Page 1 I D:kM9wM77yTMMiOKdE LSAGGKzceuL-a9GaVtmYupCXw3cCceaZXub2shXy_u0UIhZdSuz34nC 7-6-3 1 15-0-5 4 18.10.13 23-7-1 { 28-3-5 1 33-6-14 7-6-3 7-6-3 3-10-8 4-8-4 4-8-4 5-3-8 6.00 112 5x8= Scale=1:70.4 4 2x4 I 4x5= 8x10— i� 18/ 19 4x5 1 2 5 15 16 17 i►/ / 7x10= 4x5= l 6 7 . / . lira m I 20 l r � W 14 21 13 22 12 23 t1 10 24 25 9 8 6x6= 4x5= 4x6= 4x10= 3x6= 3x6 I 4x10- 7-6-3 15-0.5I 18-10-13 28-3-5 33-6-14 7-6-3 I 7-6-3 3-10-8 9-4-8 5-3-8 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.43 11-13 >931 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -0.88 11-13 >456 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.83 Horz(TL) 0.06 8 Na Na BCDL 10.0 Code FBC2014/TP12007 I Matrix-MS Weight:285 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-3 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 2-2-0 oc bracing:11-13. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 1-14,7-8 Web Brace:Length(member) 7-7-0(3-11);7.6-11 (5-11);7-7-8 (5-9); T-Brace: 2x4 SP No.3-3-13 2x6 SP No.2-2-14 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 14=1331/0-3-8,8=1331/0-3-8 Max Horz 14=-113(LC 12) Max Uplift 14=-376(LC 12),8=-323(LC 12) Max Gray 14=1461(LC 18),8=1401(LC 18) i FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1014/311,3-4=-1334/459,4-5.1328/453,5-6=-1185/361,6-7=-992/262 BOT CHORD 13-14=-213/1038,11-13=-346/1323,9-11=-314/1157 WEBS 2-14=-1616/495,2-13=-62/801,3-13=-513/218,3-11=-513/248,4-11=-237/947, 5-9=-319/98,6-9=-776/333,7-9=-425/1609,7-8=-1385/433 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=5.Opsh BCDL=5.Opsf;h=25ft;B=4511;L=34ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-6-1,Interior(1)3-6-1 to 18-10-13,Exterior(2) 18-10-13 to 22-3-2,Interior(1)28-3-5 to 33-5-2 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)All plates are 3x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members,with BCDL=10.Opst. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 14=376,8=323. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*111.7473 rev.10/0312015 BEFORE USE. Design valid for use only with Mllekl)connectors.1hLs design Is based only upon rxtrcxneters shown.and Is for an Individual building component.not • a truss system.Before use,the building designer must verity the app ilcablity oI design parameters and property Incorporate this design Into the overall touring design. Brachg indicated Is to prevent buckling of Individual trus web and/or chord members only. Additional temporary and permanent bracing MiTek is always requited for stability and to prevent collapse with possible personal Inlay and property damage. for general guidance regacing the e Et Blvd.tabrk;atlon,storage,deltvety,erection andd bracing of fusses atress systems,seeANSI/TPI1 Quality Criteria.DSB-89 and SCSI Building Component 69041 690 P.Parke FL Easast 0 Safely Information available from Truss Plate Institute,218 N.lee Street,Suite 312.Wexandda.VA 22314. 1 Job Truss Truss Type Qty ;Ply Hicks Residence T8920338 9723C0 T14 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 5 Apr 20 2016 MiTek Industries,Inc. Fri Jun 24 11:30:42 2016 Page 1 I D:kM9wM 77yTMMiOKdELSAGGKzceuL-3LgyiCnAf7KOYDBOAM6o468GB4uvjKbdzLJA?Kz34nB 0-1.12 6-7-7 i 12-11-7 19-3-6 24-7-13 _ 30.0.3 I 33-6-14 I 0-1112 6-5-11 6-3-15 -' 6-3-15 I 5-4-6 5-4-6 3-6-11 4x5— Scale=1:67.9 2x4 I i 4x5= 3x6= 6x8 1 16 2 17 3 4 18 19 5 6.00112 fi 4x5 / \ 206x5 4.98112 '/ \ , JIM `, IIT 7x10 7 ��� 2X4 II N ` m 4r` 6 t� 1 r� al ra / O \ / til I!1 -- 15 21 22 14 23 13 24 12 11 10 25 26 9 6x6= 4x5= 3x6= 3x6_ 5x6= 4x10= 4x5= 0.1,112 9-9-7 I 19-3-6 1 24-7-13 30-0-3_. I 33-6-14 I 0- •-12 9-7-11 9.5.15 5.4-6 5-4.6 3.6-11 Plate Offsets(X,Y)-- [5:0-2-14,0.2.61 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.35 14-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -0.71 14-15 >566 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.87 Horz(TL) 0.06 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:281 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-3 oc purlins, BOT CHORD 2x4 SP No.1*Except* except end verticals. 11-13:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 1-15 OTHERS 2x4 SP No.3 Web Brace:Length(member) 7-6-3(6-12);5-11-7(6-10);4-1-12 (7-9); T-Brace: 2x4 SP No.3-4-14,4-12 2x6 SP No.2-2-15 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3')nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 15=1331/0-3-8,9=1331/0-3-8 Max Horz 15.279(LC 12) Max Uplift 15=-412(LC 12),9=-287(LC 12) Max Gray 15=1507(LC 18),9=1476(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-999/331,4-5=-1167/472,5-6=-1356/461,6-7=-1426/402 BOT CHORD 14-15=-5/761,12-14=-104/1087,10-12=-245/1211,9-10=-203/806 WEBS 2-15=-1452/536,2-14=-205/919,4-14=-464/323,5-12.1/290,7-10=-61/580, 7-9=-1475/392 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45tt;L=34ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1.12 to 3-6-1,Interior(1)3-6-1 to 19-3-6,Exterior(2)19-3-6 to 24-0-6,Interior(1)30-0-3 to 33-5-2 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 3x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 15=412,9=287. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. a WARNNIO•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII•7473 rev.10/03/201S BEFORE USE. Nut Design valid for use only with MITek&connectors.This design Is based only upon parameters shown,OW is for on Individual building component,not a truss system.Before use,the building designer must verify the applicability of design lxx<meters and pier xttly ncorp rate Ibis design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Addlhional temporary and permanent bracing Milek- Is always required for stability and to prevent collapse with possible personal Inlury or vi lrofxrly<fcxnoge. For ft[rr<xal giid<nce«gard ing the Parke East Blvd. fabrication.storage,delivery.erection and bracing of misses and truss system6904 s.SeeANSI/TPI1 Quality Criteria.DSB-89 and SCSI Butlding Component Tampa.04 East 0 Sagely Information available trees Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Job Truss !Truss Type Qty Ply I Hicks Residence T8920339 19723C0 T15 Roof Special 1 1 1 Job Reference(optional) Building Component Supply, Jacksonville.Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 24 11:30:43 2016 Page 1 ID:kM9wM77yTMMiOKdE L5AGGKzceuL•XXOKwYopQQSFANmbj3d 1 cJgNuUEoSpknC?2jXmz34nA 7-3-2 14-6-5 18-10-13_ _. 24-5-8 I _30-0.3 33-6-14 7-3-2 I 7-3-2 } 4-4.9 5-6-11 5-6-11 3-6-11 Scale=1:70.4 6.00112 7x6 4 1 45= 4x5= 7x10= 18 19 2x4 II 1 2 ' 4.984 I rr � 7x10: 21:2 6 0 0 ��� o Il 5 ` o 14 20 13 21 12 11 22 10 23 9 24 25 8 3,6 I3x6= 3 5x6 4x5= 4x10= x6= 4x10= 7-3-2 14-6-5 24.5.8 30-0-3 33.6.14__.^ 7-3-2 I 7-3-2 i 9-11-3 5.6-11 I 3-6-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.41 9-11 >978 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.74 9-11 >538 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.75 Horz(TL) 0.04 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS i I Weight:296 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-1 oc purlins, BOT CHORD 2x4 SP No.1 'Except' except end verticals. 10-12:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 1-14 OTHERS 2x4 SP No.3 Web Brace:Length(member) 8-11-12(1-13);6-7-3(2-13);6-7-3 (3-11);4-1-12(6-8);6-0.9(5-9); REACTIONS. (lb/size) 14=1331/0-3-8,8=1331/0-3-8 Max Horz 14=-197(LC 12) Max Uplift 14=-388(LC 12),8=-311(LC 12) Max Gray 14=1489(LC 18),8=1431(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-1345/518,1-2=-971/322,2-3=-1380/456,3-4=-1593/577,4-5=-1453/571, 5-6=-1402/432 BOT CHORD 11-13=-120/1013,9-11=-180/1063,8-9=-221/786 WEBS 1-13=-509/1534,2-13=-950/473,2-11=-214/654,3-11=-944/451,6-8=-1453/421, 6-9=-53/594,5-9=-390/286,4-9=-158/387,4-11.215/865 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25f1;B=45fh L=34ft;eave=411;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3.6-1,Interior(1)3.6-1 to 18-10-13,Exterior(2) 18-10-13 to 22-3-2,Interior(1)30-0-3 to 33-5-2 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 3x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 14=388,8=311. A WARNING•V. design parameter*and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MIt-7473 rev.10/9320111 BEFORE USE. I 111- Design valid for use only with MITekS connectors.this design Is based only upon parameters shown.and is tot m IndMdual building component.not a tress system.Before use,the building designer must verify the applicability of design parameters and prof'oily incorporate this design into the overall building design. Brachg indicated is to prevent budding of Individual truss web and/or chord members orgy.AddiBonal temporary add permanent bracing MiRek• Is always required for stabSlty and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,cation,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/IPI l Qualy Criteria.DSB-89 and SCSI Building Component 6904 Parke East Bbd. Safety Information avdlabte from Truss Plate Institute.218 N.Lee Street,Sutte 312.Alexandria,VA 223)4. Tanga.FL 33610 Job Truss Truss Type Ory Ply Hicks Residence T89203401 9723C0 1 T16 Roof Special 1 L 1 Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 24 11:30:44 2016 Page 1 I D:kM9wM77yTMM iOKdE L5AGGKzceuL-?kyi7upRBka6oXLnH n8G9XDecucxBGRwRfoH3Dz34n9 0• •12 5-3-2 I 10-6-5 14-8-9 18-10-13 __ 24-5-10 30-0-7 301-6-7 0-i=12 5-1-6 5-3-2 4.2.4 4-2-4 5.6.13 5-6-13 0-6.0 7x6 II Scale=1:66.2 6.00 12 5 i► 2x4 II 16 17 4 \ 2x4 II 4x5= 2x4 7x10= 1 A 18 rr 74x5 14 \ II 1 M ti II M N ee n o riLI II II s rr♦ ;m 13 19 12 20 21 11 10 22 23 9 8• 0 3x5 11 4x10= 3x6= 4x10= 3x6 II 0.1112 3-3-8 I 6-3-8 1 10-6.5 14-8-9 4x10=t8-10-13I 24-5-10 I 30-0-7 39-y 0- -12 3-1-12 3-0-0 4-2-13 4-2-4 4-2-4 5-6-13 5.6.13 0. LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udell Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.33 9-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.60 9-11 >595 180 BCLL 0.0 " Rep Stress Incr YES WB 0.72 Horz(TL) 0.04 8 n/a rite BCDL 10.0 Code FBC2014/TPI2007 I Matrix-MS Weight:257 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-10 oc purlins. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. 10-13:2x4 SP No.1 WEBS 1 Row at midpt 1-13 WEBS 2x4 SP No.3 Web Brace:Length(member) 6.0-8(6-9);6-8-12(4-11);6-4-3 • OTHERS 2x4 SP No.3 (3-12); T-Brace: 2x4 SP No.3-5-9 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,6in o.c.,with 3fn minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 13=1190/0-3-8,8=1190/0-5-8 Max Horz 13=-124(LC 10) Max Uplift 13=-324(LC 12),8=-301(LC 12) Max Gray 13=1260(LC 19),8=1214(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-810/249,2-3=-810/249,3-4=-1273/409,4-5=-1282/514,5-6=-900/439, 6-7=-838/283 BOT CHORD 11-12.330/1297,9-11=-169/822 WEBS 2-12=-371/240,7-9=-259/1029,6-9=-398/293,4-11=-280/216,3-11=-302/146, 5-11=-249/954,3-12=-691/239,7-8=-1203/403,1-12=-418/1358,1-13=-1191/421 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0pst BCDL=5.0psf;h=25ft;B=45ft;L=31fC eave=4ft;Cat. 11;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-2-6,Interior(1)3-2-6 to 18-10-13,Exterior(2) 18-10-13 to 21-11.8 zone;end vertical right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 3x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(it=lb) 13=324,8=301. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE 619.7473 rw,1G03P101S BEFORE USE. mit1 Design valid for use only with MITekts This s design 8 bused only upon rxxrn aeters shown,and Is for an IndNidual building component not a truss system.Before use,the building designer must verily the appik:ablily of design parameters and properly incorporale this design into the overall Iwlding design. Bracing Indicated Is to prevent budding of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required tor stability and to prevent collapse with possible personal hurry and property damage. For general guidance regadng the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information ovoloble from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type - Qty Ply Hicks Residence T8920341' 9723C0 T17 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 24 11:30:45 2016 Page 1 I D:kM9wM77yTMMiOKdELSAGGKzceuL-TwW 5KEg3y2izPgwzrUfVikmkol0Xwk53gJXgbfz34n8 6-11-1 12-10-15 18-10-13__ 24-6-14 30-0-7 3Q-6 7 I 6-11-1 I 5-11.14 5-11-14 5-8-1 5-5-9 0-6-6-0 5x8_ Scale=1:64.9 4 6.00 FIT .; 16 17 4x5 4x5 5 3 ,. :% , 18 2.00[12 Til 4x5 7x10 6 s, .�. 4x5= 14 15 I' m J o / ID SO �g ,:7.IXNJ. s -- Ick d 13 2x4 12 11 10 9 19 8 7 3x6= 4x5= 4x5= 4x10= 4x5= 3x6 I; 3-3-8 6-3-8 6111 1 12-10-15 18-10-13 24-6-14 30-0-7 31-6(7 I 3-3-8 i 3-0-0 117.9 5-11-14 I 5-11-14 I 5-8-1 5-5-9 0-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.07 9-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.17 9-11 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.70 Horz(TL) 0.04 7 rite n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:237 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-3-6 oc bracing. OTHERS 2x4 SP No.3 WEBS Web Brace:Length(member) 7-8-3(3-9);5-11-14(5-8); REACTIONS. (lb/size) 13=1190/0-3-8,7=1190/0-5.8 Max Horz 13.146(LC 10) Max Uplift 13=-302(LC 12),7=-323(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-13=-1127/399,1-2=-1293/383,2-3=-1311/444,3-4=-9371424,4-5=-932/434, 5-6=-781/295 BOT CHORD 11-12=-400/1316,9-11=-337/1184,8-9=-192/662 WEBS 2-12=-586/268,3-11=-11/341,3-9=-646/264,4-9=173/493,6-8=-278/959, 5-8=-573/263,6-7=-1147/423,1-12=-380/1403 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=31ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-2-6,Interior(1)3-2-6 to 18-10-13,Exterior(2) 18-10-13 to 21-11-8 zone;end vertical right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 3x4 MT20 unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 13=302,7=323. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7479 rev.10103/2015 BEFORE USE. I I Design valid for use only with MIIek:T,:connectors.Ibis deskin Is txeecl only upon parameters shown.and Is la an individual building component,not mu a truss system.Before use.the building designer must verify the appllcabtity of design parameters and properly incorporate Ws design into the overall boldin©design. Bracing indicated Is to prevent buckling of indMdual truss web and/or chord members only. Additional temporary and permanent bra Ing MiTek' Is always required for stability and to prevent collapse with possible personal inky and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of misses and truss systems,seeANSI/1PI l Quality Criteria,058-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Instttute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Hicks Residence T8920342I 9723C0 T18 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 24 11:30:45 2016 Page 1 I D:kM9wM77yTMMiOKdELSAGGKzceuL-TwW 5KEg3y2izPgwzrUf Vikmlbl_7wjt3gJXgbfz34n8 2.40I 6-8-4 10.8-5 I 12-10-0 13-418 2.4.0 4.4-4 4.0.1 2.1-11 0.6-8 Scale=1:52.6 7x14 MT2OHS I. 4 12.00 12 ('I 2x4 I 4x6= 12 13 5 4x6= 2x4 II 7 1 100117,1GBl•I NI 5x6//./ � '? .- k10II dl 11 10 9 8 2x44x10= 2x4 II 2-4-0 6-8-4 10-8-5 12-10-0 1314/8 2-4-0 i - 4-4-4 { 4-0-1 i 2-1-11 0.6.8 Plate Offsets(X,Y)-- [3:0-3-4.0-2-4] LOADING(psf) I SPACING- 2-0-0 I CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.07 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.24 9-10 >662 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.71 Horz(TL) 0.01 8 n/a n/a BCDL 10.0 Code F8C2014/TPI2007 Matrix-MS I Weight:92 lb FT=20% • ) LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3*Except' BOT CHORD Rigid ceiling directly applied or 8-7-10 oc bracing. 1-11:2x4 SP No.2 REACTIONS. (lb/size) 11=520/0-5-8,8=493/0-5-8 Max Horz 11=-257(LC 10) Max Uplift 11=-117(LC 12),8=-142(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-11=-472/243,2-3=-516/246,2-4=-410/170,4-5.415/200,5-6=-505/253 BOT CHORD 10-11=-453/491 WEBS 6-9=-485/260,3-10=-263/377,4-10=-21/277,6-10=-39/258 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;6=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 2-4-12,Interior(1)2-4-12 to 6-8-4,Exterior(2)6-8-4 to 9-8-4,Interior(1)10-7-10 to 12-8-4 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 11=117,8=142. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. • V WARNING-Verity design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MD-7473 rev.100312015 BEFORE USE. 1111 Design valid 10f use only with MI lek$$connectors.Ills design is based only upon parameters shown.and Is for an hdivldmd building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall priding design. Racing indicated Is to prevent Lxickttng of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent colig are with possible personal Injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSUTP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Rale Institute.218 N.Lee Street.Smite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type IQty Ply Hicks Residence T8920343 9723C0 T19 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 24 11:30:46 2016 Page 1 ID:kM9wM77yTMMiOKdEL5AGGKzceuL-x63TYaghjLgq 1 gU9PBAkEylu_i KIf8DDuzHO85z34n7 13-4-8 1d-0 6-8-4 11.6-4 12-10.0 1.40 I 5-4 -44i 4-10.0 {1.3.12 0-64 Scale=1:52.6 7x14 MT2OHS I 4 III 12.00 12 12 13 2x4 I 4x6= 4x6= 2x4 II 5 7 Sub/, r. 1. - - : .d 11 ,0 9 8 2x4 I I4x10= 2x4 II 13.4-8 1-4-0 68.4 11.6.4 112.100 1-4-0 I 5-4-4 I 4.10-0 1.3.12 f Plate Offsets(X,Y)-- [3:0-3-4,0-2-41,[6:0-7-1,0-2-01 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.07 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.24 9-10 >661 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.90 Horz(TL) 0.01 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:87 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3'Except` BOT CHORD Rigid ceiling directly applied or 8-10-5 oc bracing. 1-11:2x4 SP No.2 REACTIONS. (lb/size) 11=520/0-5-8,8=493/0-5-8 Max Horz 11=-251(LC 10) Max Uplift 11=-124(LC 12),8=-135(LC 12) • FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. • TOP CHORD 3-11=-472/221,1-2=-219/295,2-3=-720/368,2-4=-457/180,4-5=-442/207, 5-6=-637/322 BOT CHORD 10-11=-430/498 WEBS 3.10=-290/388,4-10=-39/280,6-10=-60/254,6-9=-485/235 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24tt;eave=4t1;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 1-4-12,interior(1)1-4-12 to 6-8-4,Exterior(2)6-8-4 to 9-8-4,Interior(1)11-5-9 to 12-8-4 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(it=lb) 11=124,8=135. 8)Graphical purlin representation does not depict the size or the orientation of the purtin along the top and/or bottom chord. 1 I � 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/73/2015 BEFORE USE. rit. Design valid for use only with Mllek3 connectors.Ns design is based only(if)011 rxxarneters shown,and is for an Individual holding component,not a truss system.Before use,the building designer must verify the a144k:ai4ity of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with pxrsst le personal Inftry and property danage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/tPI1 Quail),Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Informafon avdlable from Truss Plate Institute,218 N.Lee Street.Spite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty j Ply Hicks Residence T8920344 9723C0 T20 Common 2 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 24 11:30:47 2016 Page 1 I D:kM9wM77yTMMIOKdE LSAGGKzceuL-PJdrIwrJUfygf_3Myvhzn9r4W SkzOngM7dOxgYz34n6 6.8.4 13-4-8 6-8-4 } 6-8-4 Scale=1:49.6 7x10 2 12.00 FY 8 9 7 10 arI 6x6 6x6= 3 1 I. 11111.111111. --. 174 Seal 6 5 4 2x4 II 4x10= 2x4 H 6.8.4 13.4-8 6.8.4 6-8-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lord) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.04 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.38 Vert(TL) -0.10 4-5 >999 180 BCLL 0.0 * Rep Stress!nor YES WB 0.11 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:82 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-5 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. • WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=523/0-5-8,4=523/0-5-8 Max Horz 6.265(LC 10) Max Uplift 6=-137(LC 12),4=-137(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-490/196,2-3=-490/196,1-6=-481/218,3-4=-481/218 BOT CHORD 5-6=-258/378 • WEBS 2-5=0/257 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-8-4,Exterior(2)6-8-4 to 9-8-4 zone;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 6=137,4=137. • 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 ray.10/03/2015 BEFORE USE Design valid for use only with MiTotr a connectors.Ihls design Is based only upon parameters shown.arid Is for an In dMdnd building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and fret/oily incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal inlay and property dor now. for general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/7I1 Quality Criteria,958-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available horn truss Plate Institute.218 N.Lee Street.Suite 312.Alexandrko.VA 22314. Tampa.FL 33610 4 • Job Truss Truss Type Qty Ply Hicks Residence T8920345 9723C0 T20A Common 12 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 24 11:30:47 2016 Page 1 ID:kM9wM77yTMMiOKdEL5AGGKzceuL-PJdrlwrJUlygf 3Myvhzn9r3b5hxOnIM7dOxgYz34n6 6-8-4 12.10.0 13.48 I I 6.6 4 6-1-12 -6• Scale=1:49.6 7x10 1 2 12.0012 9 10 8 3 4x6\\ 6x6= griv 7 6 5 4 2x4 II 4x10= 2x4 II I 6-8-4 I 12-10-0 13 4�8 6-8-4 6-1-12 d-6- I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.07 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.20 5-6 >775 180 BCLL 0.0 * Rep Stress!nor YES WB 0.11 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:81 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-13 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=520/0-5-8,4=493/0-5-8 Max Horz 7=-245(LC 10) Max Uplift 7=-132(LC 12),4=-127(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2.493/192,2-3=-450/192,1-7=-479/217 BOT CHORD 6-7=-233/355 WEBS 2-6=0/261,3-6=-22/314,3-5=-508/218 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-8-4,Exterior(2)6-8-4 to 9-8.4 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 7=132,4=127. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev.10/03/2015 BEFORE USE Nit Design valid for use only with MI Ietr S connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Belore use,the bulking designer must verify the applicability of design p rameters and properly incorporate this design Into he overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temp nary and permanent bracing Mi lek- Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East BNd. fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TP11 Qualify Criteria,DSB-89 and SCSI Building Component • Safety Information available from Truss Plate Institute.218 N.Lee Street.Stile 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Hicks Residence 18920346 9723C0 T21 Common Supported Gable 1 1 1 IJob Reference(optional) Building Component Supply, Jacksonville.Fl 32256 8.010 S Apr 20 2016 MiTek Industries,Inc. Fri Jun 24 11:30:48 2016 Page 1 I D:kM9wM77yTMMiOKdE L5AGGKzceuL-tVBDZGsxEz4XG8eYWcCCJNOMjV7i786W MHmUC_z34n5 6-8-4 - 13-4-8 6-8-4 6-8-4 —� 7x6 I I Scale=1:51.4 6 ei 5 7 12.00 FIF111111k.: 4839 2104 11 iJ . • . 22 21 20 19 18 17 16 15 14 13 12 3x4 I 3x4 II 13-4-8 I 13-4-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 IC 0.26 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(TL) Na - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.49 Horz(TL) -0.00 12 n/a rVa BCDL 10.0 Code F8C2014/TPI2007 Matrix-S Weight:113 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 13-4-8. (Ib)- Max Horz 22=-265(LC 10) Max Uplift All uplift 100 lb or less at joint(s)18,20,16,14 except 22=-220(LC 10),12=-199(LC 11),19=-103(LC 12),21=-203(LC 9),15=-103(LC 12),13=-193(LC 8) Max Gray All reactions 250 lb or less at joint(s)18,19,20,16,15,14 except 22=274(LC 11),12=253(LC 10), 17=373(LC 12),21=294(LC 10),13=280(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 4-5=-256/308,5-6.304/368,6-7=-304/368,7-8=-256/308 WEBS 6-17=-425/312 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=2lt;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 6-8-4,Comer(3)6.8-4 to 9-8-4 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)18,20,16,14 except(jt=lb)22=220,12=199,19=103,21=203,15=103,13=193. 10)Non Standard bearing condition. Review required. Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.10/0 3/2015 BEFORE USE. mg. Design valid for use only with MITek&connectors.this design is based only upon parameters shown.and Is for an individual building component.not a truss system.Before use,the banding designer must verily the applicability of design parameters and property incorporate this design into the overall brldng design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary end permanent bracing MiTek_ Is always requked for stability and to prevent collapse with possible personal injury and properly damage. fa general guidance regarding the fabr catkin,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/lPli Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information avaltabie from Truss Plate institute,218 N.Lee Street.Suite 312,Nexandrla,VA 22314. Tampa.FL 33610 Job Truss Truss Type Ory Ply Hicks Residence T8920347, 9723C0 iI T22 Common Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 24 11:30:49 2016 Page 1 ID:kM9wM77yTMMiOKdE L5AGGKzceuL-LhlbActa?GCOut Dk4KkRsawXFvTvsc6fawV2kOz34n4 i 6-5-4 12-9-0_ 6-5-4 6.3.12 7x6 I I Scale=1:49.9 6 FM z 5 7 12.00 12 y 4 B . 3 9 I 2 i 10 1 5 , 11 J ,: ■ Y 22 21 20 19 18 17 16 15 14 13 12 3x4 !I I 72.9.0 12-9-0 - I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.44 Horz(TL) -0.00 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:108 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 12-9-0. (Ib)- Max Horz 22=260(LC 11) Max Uplift All uplift 100 lb or less at joInt(s)17,18,20,16,14 except 22=-274(LC 10),12=-253(LC 11), 19=-101(LC 12),21_227(LC 9),15=-101(LC 12),13=-220(LC 8) Max Gray All reactions 250 lb or less at joint(s)18,19,20,16,15,14 except 22=315(LC 11),12=286(LC 10), 17=356(LC 12),21=318(LC 10),13=307(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 4-5=-242/293,5-6=-293/356,6-7=-293/356,7-8=-242/293 WEBS 6-17=-409/297 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. It;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-1-12 to 3-1.12,Exterior(2)3-1-12 to 6-5-4,Comer(3)6-5-4 to 9-5-4 zone;end vertical left and right exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)17,18,20,16,14 except(jt=lb)22=274,12=253,19=101,21=227,15=101,13=220. 10)Non Standard bearing condition. Review required. WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1107473 rev.I0/0YM15 BEFORE USE. pa Design valid for use only with MiteIre connectors.this design Is based only upon parameters shown,and Is for an incilvlduxi building component.not a truss system.Before use,the building designer roust verity the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent tracing Week' Is always required for stability and to prevent collapse with possible personal hlsay and property damage. For general guidance regarding the fob catkn,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely information available from Truss Plate Institute-218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tana,FL 33610 Job 'Truss Truss Type • ay I Ply Hicks Residence ' T8920348 9723C0 123 Common 2 1 1 Job_Reference(gptional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 24 11:30:50 2016 Page 1 ID:kM9wM77yTMMiOKdEL5AGGKzceuL-quJ_OytCmaKFWSoxe1 FgOoTbJJIBb3FppaFbHsz34n3 6.5.4 – 12.9.0 — i 6-5-4 I 6-3-12 Scale:1/4'=1' 7x10 22 i 4 12.00 111 14411114sr 7 r:l 3x6 11 3 3x5 II 1 I , ro It 9 5 10 rim4 6 4x511 2x4 'I 5X611 6-5-4 12-9-0 ______1 6-5-4 I 6-3-12 Plate Offsets(X,Y)-- [4:Edge,0-3_8L____ LOADING(psf) SPACING- 2-0-0 CSI. DEFL In (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.13 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.15 5-6 >983 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.44 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix MS Weight:61 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-7 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=498/0-3-8,4=498/Mechanical Max Horz 6=-243(LC 10) Max Uplift 6=-305(LC 12),4=-310(LC 12) Max Gray 6=545(LC 2),4=547(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-497/486,2-3=-496/499,1-6=-437/448,3-4=-437/457 BOT CHORD 5-6=-187/280,4-5=-187/280 WEBS 2-5=-416/320 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsh h=25ft;B=45tt;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.1-12 to 3-1-12,Interior(1)3-1-12 to 6-5-4,Exterior(2)6-5-4 to 9-5-4 zone;end vertical left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 6=305,4=310. a WARNING-Verify deign parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE m• Design valid for use only with Mltektr connectors.Ibis design k trued only upon parameters showrm.and is to<n hxJMNdual balding component,not a truss system.Before use.the building designer must verify the applicability of design ixaametors arxi properly i corixorate this design Into the overall billing design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- Ls always required for stablly and to prevent collapse wtth possible personal illray and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPl1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Hicks Residence T8920349 9723C0 T24 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 24 11:30:50 2016 Page 1 ID:kM9wM77yTMMi0KdEL5AGGKzceuL-quJ_OytCmaKFWSoxe1 FgOoTXBJIJb26ppaFbHsz34n3 6.5.4I-_-- 11-10-8 22.H 6-5-4 5-5-4 0-10-8 7x10�� Scale:1/4"=1' 2 12.00 12 10 2x4 9 4x6=I i 3x6 3 5 3x6 II i • =� II tel is 11 7-- 12 6 8 4x5 II 2x4 II 4x5 I! 6-5-4 12-9.0 6-5-4 I 6-3-12 Plate Offsets(X,Y)-- [6:Edge,0-3-8) LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.12 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.13 6-7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.45 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:62 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-7 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=498/Mechanical,8=498/0-3-8 Max Horz 8=-232(LC 10) Max Uplift 6=-315(LC 12),8=-300(LC 12) Max Gray 6=547(LC 2),8=545(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-503/483,2-3=-482/504,3-4=-765/711,3-5=-244/263,4-6=-453/452,1.8=-442/447 BOT CHORD 7-8=-236/277,6-7=-236/277 WEBS 2-7=-425/334 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsh BCDL=5.Opsf;h=25th B=45ft;L=24th eave=41t;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-5-4,Exterior(2)6-5-4 to 9-5-4,Interior(1)11-9-13 to 12-7-4 zone;end vertical left exposed;porch left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 6=315,8=300. 8)Graphical purtin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. I A WARNING-Vivify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. itt Design valid for use only with Mi leka✓connectors.this design Is bused only upon parameters shown,and Is for on Individual bidding component,not a truss system.Before use,the Lidding designer must verily the applicability of design Lxxamotors and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTeke • Is always required for stability and to prevent collapse wtth possble personal IMsy and property damage. for general gridance regarding the fabrication,storage,delivery-erection and bracing of trsses and truss systems,seeANSI/TPI1 QuaBly Criteria,DSB-89 and BCSI Building component 6904 Parke East Blvd. Safely Information avcilable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 r Job Truss Truss Type Qty Ply Hicks Residence T8920350 9723C0 T25 Roof Special 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 24 11:30:51 2016 Page 1 I D:kM9wM77yTMM iOKdE LSAGGKzceuL-14tMbHugXuS67bN7Blmvx??ihjabKV Ny2E_BpJz34n2 6.5-4 _11-6-8 _ 112901 6.5.4 5-1-4 1-2-8 7x10\":, Scale:1/4'=l' 2 12.00 5I 10 9 2x4 I 4x6= 3x5 3 5 \s0/ 3x6 II 1 N_ 0 M f, or �t 4 r 'hO N c;,— . •v :s7 12 6 11 B 4x5 II 2x4 ;1 3x5 I 6-5-4 11-6-8 12-9.0 6-5-4 5-1-4 11.2.8 1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.12 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.13 6-7 >999 180 BCLL 0.0 Rep Stress Inch YES WB 0.45 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 i Code FBC2014/TPI2007 Matrix-MS Weight:63 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-7 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=498/Mechanical,8=498/0-3-8 Max Horz 8=-228(LC 10) Max Uplift 6=-317(LC 12),8=-298(LC 12) Max Gray 6=547(LC 2),8=545(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-503/479,2-3=-471/503,3-4=-675/645,4.6=-454/454,1-8=-442/444 BOT CHORD 7-8=-247/275,6-7=-247/275 WEBS 2-7=-423/335 NOTES- 1) OTES1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25th B=4511;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCp1=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-5-4,Exterior(2)6-5-4 to 9-5-4,Interior(1)11-5-13 to 12-7-4 zone;end vertical left exposed;porch left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 6=317,8=298. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. A WARNING-Verily deign parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE AW-7473 rev.10/03/2015 BEFORE USE. 1 Design valid for use only with Miele&connectors.this design is based only upon pxxarneters shown.and Is for an individual building component.not . a truss system.Before tee,the building designer must verity the applicability 01 design parameters and properly incorporate this design kilo the overall budding design. Bracing Indicated Is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal lrs zy and properly damage. For general guidance regading the ktxic:atlon,storage.delivery.erection and bracing of trusses and truss systems.see-AM/Wit Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East BNd. Safely Information avdtable from Truss Plate Institute.218 N.lee Street.Smile 312.Alexandria VA 22314. Tampa.FL 33610 • •Job Truss Truss Type Qty Ply Hicks Residence T8920351 9723C0 T26 Root Special 1 ( 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 2411:30:51 2016 Page 1 I D:kM9wM77yTMMiOKdE LSAGGKzceuL-141MbHugXuS67bN 7Blmvx?7iaj4gKVQy2E_8pJz34n2 6-5-4 11-2-8_ .._ 12- 9-0 6-5-4 4-9.4 I 1-6-8 Scale:114"=1' 7x10 O 2 12.00 12 10 9 2x4 I 4x6 3 5 \\I1 3x5 3x6 II 1 ` I :e 11 / 12 6 6 4x5 I 2x411 3x5 11 6-5-4 11_2-8_ 12-9-0 I- 6.5.4 + 4-9-4 j 1-6.8—I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.11 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -0.13 6-7 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.45 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014/PI2007 Matrix-MS Weight:64 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-7 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. (lb/size) 6=498/Mechanical,8=498/0-3-8 I Max Horz 8.223(LC 10) Max Uplift 6=-320(LC 12),8=-295(LC 12) Max Gray 6=547(LC 2),8=545(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-503/475,2-3=-460/501,3-4=-619/607,4-6=-454/456,1-8=-442/441 BOT CHORD 7-8=-259/273,6-7=-259/273 WEBS 2-7=-421/336 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opst;h=25ft;B=45ft;L=24th eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-5-4,Exterior(2)6-5-4 to 9-5-4,Interior(1)11.1-13 to 12-7-4 zone;end vertical left exposed;porch left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 6=320,8=295. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. IA.A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.100312015 BEFORE USE. Design valid for use only with MitekS connectors.Ws design Is based only upon exxaneters shown,and is for an individual building component.not a truss system.Before use.the building designer must verify the appticabllity of design rxaameters and property incorporate this design into the overall b ldtng design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing ; MiTek- is always required for stability and to prevent collapse wills possible personal Inkay and property damage. For general guidance regarding the EastBrvd. fabrication,storage-delivery-erection and tracing of trusses and truss systems,seoANSI/1PI1 Quality Criteria,058-89 and SCSI Building6904 Component 6T904 P.ParkeFL E Safety Information available from Truss Plate Institute,218 N.Lee Street,Sulk,312,Alexandria.VA 72314. ___ ___. a Job Truss Truss Type I Qty Ply Hicks Residence T8920352 9723C0 T27 Roof Special 1 1 Job Referenceloptional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 24 11:30:52 2016 Page 1 ID:kM9wM77yTMMiOKdEL5AGGKzceuL-mGRkodvStBazllyJISH8UDYze6Ph31 kSHukiLlz34n1 I 6-5-4 I 10.10-8 12-9-0 _ 6-5-4 4-5-4 t 1-10-8 7x14 MT2OHS I. Scale=1:44.8 2 A /1 12.00 riT 12 13 2x4 I I 11 4x6= 3 5 01.11111M1 ,h NI 2x4\\1 b r • o CA 147 15 6 4x5= 2x4 I'. 3x4 II 6-5-4 10-10-84 0_10_8 12-9-0 1 6.5-4 1 4.5.4 I 1.10.8 I LOADING(pst) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.03 6-7 >999 240 MT20 244/190 TCO[ 10.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.09 6-7 >999 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.13 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:61 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 1=520/0-5-8,6=488/Mechanical Max Horz 1=177(LC 10) Max Uplift 1=-139(LC 12),6=-126(LC 12) Max Gray 1=556(LC 17),6=530(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-595/178,2-3=-5021166,3-4=-569/169,4-6=-472/211 BOT CHORD 1-7=-45/351,6-7=-45/351 WEBS 2-7=0/330 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45tt;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-5-4,Exterior(2)6-5-4 to 9-5-4,Interior(1)10-9-13 to 12-7-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=139,6=126. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. '" Q WARNINO-gaily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M9.7473 rev.1003/2015 BEFORE USE Design valid for use only with MITeIrS connectors.This design is based only upon parameters shown.and Is for an Indwdual building component.not . • a truss system.Before use.the banding designer must verity the c}rpllcabllty of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always regrired for stability and to prevent collapse with possible personal Injury and properly damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSl/TP1I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Brod. Safety information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexaradrkl.VA22314. I Tampa,FL 33610 Job Truss Truss Type • • Qty Ply Hicks Residence T8920353 9723C0 T28 Root Special 1 1 Job Reference(optional) Building Component Supply. Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 24 11:30:53 2016 Page 1 I D:kM9wM77yTMMiOKdELSAGGKzceuL-ET?60zw43V iciNvXW JAoN0Q58X W InoUzFVYTFtBz34n0 6-5-4 10.6.8I 12-9-0 6.5.4 4-1-4 2-2-8 Scale=1:44.8 7x14 MT2OHS I 2 12.00 12 12 13 11 4x6_ 2x4 II 3 5 \�a1 r 2x4 ro t N -Klii , id on ►n 147 /5 6 4x5= 2x4 II 3x4 II 65.4 10.6-8 __ 12.9-0 6-5-4 I 4-1.4 I 2.2_8 LOADING(psi) SPACING- 2-0-0 I CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.03 6-7 >999 240 MT20 244/190 TCDL 10.0 i Lumber DOL 1.25 BC 0.48 Vert(TL) -0.09 6-7 >999 180 I MT2OHS 187/143 BCLL 0.0 ' Rep Stress Ind YES WB 0.13 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:62 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 1=520/0-5-8,6=488/Mechanical Max Horz 1=-172(LC 10) Max Uplift 1=-137(LC 12),6=-128(LC 12) Max Gray 1=557(LC 17),6=533(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-592/174,2-3=-492/163,3-4=-556/163,4-6=-475/211 • BOT CHORD 1-7.56/349,6-7=-56/349 WEBS 2-7=0/330 NOTES- 1) OTES1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24th eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-5-4,Exterior(2)6-5-4 to 9-5-4,Interior(1)10-5-13 to 12-7-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 1=137,6=128. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. f A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE MR-7473 rev.I0/03d015 BEFORE USE. mit Design valid for use only with Miele&connectors.this design Is based only upon parameters shown,and Is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall Laking design. Bracing Indicated Is to prevent buckling of IndivbJ ud truss web and/or chord members only. Adcltlonal temporary and permanent manent b rae:k g MiTek' Is always required for stability and to prevent collapse with possible personal Inkey and property damage. For general guid crave regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TP11 Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely InformatIon available from truss Plate Institute.218 N.Lee Street.Sulte 312.Alexandria.VA 22314. Tarrpa.FL 33610 Job Truss Truss Type Qty Ply I Hicks Residence 78920354 9723C0 T29 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 24 11:30:53 2016 Page 1 I D:kM9wM77yTMMiOKdE L5AGGKzceuL-ET?60zw43VigNvXWJAoN0Q58VW IdoUzFVYTFtBz34n0 f 6.5.4 + 10-2-8 I 12-9-0 6.5.4 3-9-4 2-6-8 Scale=1:44.8 7x14 MT2OHS I 2 I 12.00 12 12 13 4x6= 2x4 II 11 3 5 1101111 2x4 k 1 �� -ro LI6I .61 linICI 147 15 6 4x5= 2x4 I 3x4 II 6-5-4 10-2.8 ___ 12-9-0 6-5-4 f 3-9-4 —12-6-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.03 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.09 6-7 >999 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.13 Horz(TL) 0.01 6 lVa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:63 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 1=521/0-5-8,6=488/Mechanical Max Horz 1=-168(LC 10) Max Uplift 1=-134(LC 12),6=-131(LC 12) Max Gray 1=558(LC 17),6=535(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-588/168,2-3=-489/160,3-4=-545/161,4-6=-477/212 BOT CHORD 1-7.67/347,6-7=-67/347 WEBS 2-7=0/329 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=241t;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-5-4,Exterior(2)6-5-4 to 9-5-4,Interior(1)10-1-13 to 12-7-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=134,6=131. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. A WARNING•Verify design paramotets and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 nv.101)3/Z015 BEFORE USE mit Design valid for use only with MITelc16 connectors.this design Is txaed only upon parameters shown,and Is for an iodlvld ual bolding component.not a truss system.Before use,the balking designer must verity the applicabllty of design parameters and properly Incorprate this design Into the overall • building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication.storage.delivery,erection and bracing of trusses and truss systems.seeANSI/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Plexandda,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty I Ply Hicks Residence T8920355 9723C0 T30 Roof Special Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 24 11:30:54 2016 Page 1 I D:kM9wM77yTMMiOKdE LSAGGKzceuL-ifYUDJxigpgh_36ittJcZedLewOKXj50kCDp0ez34n? P 10• 3.2.8 6-5-4 I 9-11-10 12-10-8 I 0-10.0 2-4-8 3-2-12 3-6-6 2-10-15 7x6 II Scale=1:44.4 5 I I\ rak 12.00 Pi 4x6// 5x6-=7x10= 6 7 ow/. 4x6= 2x4 11 a 3 Allr./1111 � 1 11 ;7 I 111.1■•HI 111 111I"ME i 1211 13 1410 15 9 16 �i. 1 7x10— 8 TH026 4x10 I i 7x10- THD26 7x6= 3x8 MT2OHS I! TH026 THD26 THD26 THD26 3-2-8 6-5-4 9-11-10 12-10-8 ~ 3-2-8 3-2-12 { 3-6-6 r 2-10.15 Plate Offsets(X,Y)-- [1:0-10.0,0-1-0],[9:0-3-0 0-4-4],[10:0-5-0,0-4-8] — LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.06 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.13 9-10 >999 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.97 Horz(TL) 0.03 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:194 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.0-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3*Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-9:2x4 SP No.2 REACTIONS. (lb/size) 1=4444/0-5-8,8=5430/0-5-8 Max Horz 1=-148(LC 6) Max Uplift 1=-1195(LC 8),8=-1446(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-447/120,2-3=-390/104,1-2=-5062/1389,2-4=-5580/1518,4-5=-3850/1114, 5-6=-3799/1091,6-7=-3788/1020,7-8=-4339/1179 BOT CHORD 1-11=-1128/3953,10-11=-1128/3952,9-10=-1048/3874 WEBS 5-10=-1427/5071,4-10=-1798/598,4-11=-600/2300,6-9=-1760/561,7-9=-1517/5631, 6-10=-1568/450 NOTES- 1)2-ply truss to be connected together with 10d(0.131'x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise Indicated. • 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsh BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4lt;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=1195,8=1446. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the left end to 12-0-12 to connect truss(es)to back face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard V WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.1003/2015 BEFORE USE id• f Design vdki for use only with Ml1ekJ Corr oct rs.this design is based only upon parameters shown-and Is for an hdNdual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into tlx:overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiRek' is dways required for stability and to prevent collapse with possible personal injury and property damage. For general giidalce regarding the fabrication,storage.delivery,orectIon and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-69 and BCSI Building Component 6904 Parke East BNd. Safety Information available hem Truss Plate institute.218 N.Lee Skeet,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 • Job Truss Truss Type • Qty Ply Hicks Residence 789203551 9723C0 T30 Roof Special Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 24 11:30:54 2016 Page 2 I D:kM9wM77yTMMiOKdE L5AGGKzceuL-ifYUDJxigpgh_36ittJcZedLew0KXj50kCDpQez34n? LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:2-3=-60,2-5=-60,5-6=-60,6-7=-60,1-8=-20 Concentrated Loads(Ib) Vert:9=-1475(B)12=-1486(B)13=1475(B)14=-1475(B)15=-1475(B)16=-1478(B) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE Mll-7473 rev.10/03/2016 BEFORE USE I t m `. Design valid for use only with Mtlelr connectors.Ibis design Is based only upon parameters shown.and Is for an Individual braiding component,not a truss system.Before use,the building designer must verily the aprAlcaWlty of design parameters and properly incorporate this design Into the overall building design. Bracing krdlcated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. Is always required for stability and to prevent collapse with possible personal him and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing o1 mases and truss systems,seeANSI/IPII Quality Cdberie,DS8-69 and SCSI Building Component i 6904 Parke East BNd. Safely Information avatable(torn Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type I • Qty Ply Hicks Residence 18920356, 9723C0 T31 Common Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MITek Industries,Inc. Fri Jun 24 11:30:56 2016 Page 1 ID:kM9wM77yTMMiOKdELSAGGKzceul-e1 gFe?yzMQ4PENF4_IM4e3jIDktA?gJhBWivTWz34mz 19-10.91 17 10-8 -I 19-10-8 5idi= Scale=1:67.2 6.00 FT 16 17 15 filii 14 - 18 13 : 19 12 3x6 7x10 i 11 _ _20 21 22 23 9 10 4-' 24 7 a.49I Gil - 25 _i 6 26 5 k 27 81 28 4 29 3 _ 30 2 I I I _ 31 3x5= 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 7x10- 3x6 37-10-1 II 37-10-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.15 Horz(TL) 0.00 32 Na rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:335 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 16-47,15-48,14-49,17-46,18-45 REACTIONS. All bearings 37-10-1. (Ib)- Max Horz 1=255(LC 11) Max Uplift All uplift 100 lb or less at joint(s)1,47,48,49,50,51,52,53,54,55,56,57,58,59,60,46, 45,44,43,41,40,39,38,37,36,35,34 except 32=-121(LC 11),33=-199(LC 12) Max Gray All reactions 250 lb or less at joint(s)32,1,47,48,49,50,51,52,53,54,55,56,57,58,59, 60,46,45,44,43,41,40,39,38,37,36,35,34,33 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 8-10=-158/259,10-11=-147/301,11-12=-137/344,12-13=-126/387,13-14.135/430, 14-15=-153/480,15-16=-159/498,16-17=-159/497,17-18=-153/479,18-19=-135/429, 19-20=-120/385,20-21=-105/343,21-23=-90/300,23-24=-75/257 WEBS 16-47=-293/68,2-60=-160/262 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=38ft;eave=2ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-0-0 to 3-10-8,Exterior(2)3-10-8 to 19-10-8,Comer(3) 19-10-8 to 23-10-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,47,48,49,50, 51,52,53,54,55,56,57,58,59,60,46,45,44,43,41,40,39,38,37,36,35,34 except(jt=lb)32=121,33=199. A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.100./2016 BEFORE USE. __ Design valid for use only with Mllek&connectors.this design Is based only upon parameters shown,and Is for an individual bolding component.not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. &acing indicated N to prevent buckling of Individual truss web and/dr chord members only. Additional temporary and permanent bracing M iTe k h always required for stability and to prevent collapse with possible personal missy and property damage. For general grlddnce rogueing the fabrication,storage,dellvery,erection and tracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely information avtllabte from truss Plate institute.218 N.Lee Street.Slue 312.Alexandria.VA 22314. Tampa,FL 33610 1 Job Truss Truss Type Qty Ply Hicks Residence T8920357 I9723C0 132 Roof Special 1 1 I ;Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 24 11:30:58 2016 Page 1 ID:kM9wM77yTMMiOKdELSAGGKzceuL-boo?3h_Du1 L7TgPT6jOYjUoxIXMBTbQ_fgBOYPz34mx 6-10-8 13.4.8 19.10.8 27-9-12 35-9-0 X37-101 1 I 6.10-8 I 6-6-0 6.6.0 I - 7 11.4 I 7-11-4 2-1-0 5x8_ Scale=1:72.3 6.00 r12 5 i,«. 21 016IP 22 3x64x5 i 3x6 i 4 � 4x5 7 3'� .: 2x4\\ 4x6= 2 x10= 8 g 20 Z Z of nr 16 15 23 2414 25 13 12 11 10 4x5= 4x6= 4x10= 3x6 4x5= 4x6=3x5 11 3x5= 9.2.9 ___ 19.10.8__ i 27-9-12 I 35-9-0 137-10-1 I H--- 9.2-9 i 10-7-15 7-11-4 7-11-4 2-1-0 1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.40 14-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.89 14-16 >508 180 BCLL 0.0 ' Rep Stress Ince YES WB 0.75 Horz(TL) 0.12 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS 1 Weight:231 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-3,6-8:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-2-9 oc bracing. BOT CHORD 2x4 SP No.1 WEBS Web Brace:Length(member) 7-1-2(4-14);7-7-9(7-14); WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 10=1506/Mechanical,1=151010-5-8 Max Horz 1=240(LC 11) Max Uplift 10=-397(LC 12),1=-394(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2799/855,2-4=-2606/847,4-5=-1696/663,5-7=-1724/650,7-8=-2191/681, 8-9=-1281/365,9-10=-1521/429 BOT CHORD 1-16=-745/2599,14-16=-556/2040,12-14=-522/1881,11-12=-400/1375 WEBS 2-16=-354/261,4.16=-137/687,4-14=-791/351,5-14=-318/1101,7-14=-653/287, 8-12=-138/574,8-11=-1389/517,9-11=-560/1977 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=38ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-9-6,Interior(1)3-9-6 to 19-10-8,Exterior(2)19-10-8 to 23-7-15,Interior(1)35-9-0 to 37-8-5 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 3x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 10=397,1=394. a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03!2015 BEFORE USE. Design valid for use only with Mllekr8 connectors.This design k based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the bulking designer must verify the applicability of design parameters and properly incorporate tisk design into the overall balding ng design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiRek is always required to stability and to prevent collapse with possible personal inlay and properly damage. for general guidance regarding the Blvd. m fabrication,storage.delivery,erection and tracing of trusses and trusystems,seeANSI/IPI I Quality Criteria,DSB-89 and SCSI Building Component 690469Parke rk 33610e East ast Safety Information available froTruss Plate Institute,218 N.Lee Street,Stile 312,Alexandria,VA 22314. I Job I Truss Truss Type Qty Ply Hicks Residence T8920358 9723C0 T33 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 24 11:30:58 2016 Page 1 ID:kM9wM77yTMMiOKdEL5AGGKzceuL-bQo?3h_Du1 L7TgPT6jOYjUozTXMDTXe_fgBOYPz34mx 3-7-15 } 9-0-1 i 14-4-6 i 19.8.8 I 5 25-7-12 _ 31.7.0_ 37.8.1 3-7-15 5-4-2 5-4-5 5-4-2 5.11.4 -11.4 6-1-0 Scale=1:68.1 5x8= 6.00 12 5 i,� 7x10 16 17 4x5 4 6 o 4x5 i `' 7x10= 4x6= • 3 0 7 8 5x8= 7x10= ` 7 718 m 2 Y M !`n ao6 15 14 13 19 20 12 21 11 10 9 3x5 II 5x12= 8x10= 4x10= 7x10= 4x6= 3 II 3-7-15 11-8-4 14-4-6 19-8-8. _- I 25-7-12 31-7-0 I 37-8-1 3-7-15 8-0-5 t 2-8-3 I 5-4-2 _ 5-11-4 5-11-4 6-1.0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 I Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.21 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.48 13-14 >927 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.99 Horz(TL) 0.11 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:260 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-7 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-11-3 oc bracing. OTHERS 2x4 SP No.3 WEBS Web Brace:Length(member) 6-9-7(4-12);6-10-9(6.12); REACTIONS. (Ib/size) 15=1495/0-3-8,9=1495/Mechanical Max Horz 15=187(LC 11) Max Uplift 15=-385(LC 12),9=-399(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-15=-1468/457,1-2=-2261/646,2-3=-2682/827,3-4=-2268/754,4-5=-1645/649, 5-6=-1656/647,6-7=-2020/662,7-8=-1796/554,8-9=-1439/509 BOT CHORD 13-14=-720/2272,12-13=-569/1884,11-12=-525/1744,10-11=-570/1836 WEBS 1-14=-737/2610,2-14=-1411/513,5-12=-359/1120,7-10=-1145/457,8-10=666/2172, 4-12=-750/317,4-13=-116/596,3-13=-388/231,3-14=-73/298,6-12.597/251, 6-11=0/284 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=38ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-7-15,Interior(1)3-7-15 to 19-8-8,Exterior(2) 19-8-8 to 23-5-12,Interior(1)31-7-0 to 37-6-5 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 3x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)Refer to girder(s)for truss to truss connections. 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(t=lb) 15=385,9=399. • 0 WARNBIO-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MAS-7473 rev.IOJ03,2016 BEFORE USE. Id. f Design valid for use only with Wotan connectors.this design Is based only upon rxxameters shown.and is for an individual bolding component.not a trim system.Before use,the building designer must verily the applicability or design parameters and property Incorporate this design into the overall ' building design. Brachg Indicated Is to prevent budding of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal him and property damage. for general guidance regardng the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Bolding Component 6904 Parke East Blvd. Safety information avdlable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job j Truss Truss Type Qty 'Ply Hicks Residence T8920359 9723C0 !T34 Roof Special 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 24 11:30:59 2016 Page 1 ID:kM9wM77yTMMi0KdE LSAGGKzceuL-3cMNG0_rfLT_5q_ffavnGhL3SxktC_F7uUwa4rz34mw 7-7-15 13.8.4 19-8-8 27-7-0 _ 32-5-12 37.8.1 I-- 7-7-15 i 6-0-5 6-0-5 1 7-10-8 4-10-12 5-2-4 Scale=1:72.8 5x8= 4 • 6.00 12 � I 4x5% 18 19 3 7x10= 4x5= 4x5= 5 7 ..V, . 4x10= 7x10= 17 Q ��' 20 • , \ 1 iso an Y 1-14441\04044440044444%4441„ 1 �- 16 15 14 13 21 12 22 11 10 9 8 3x6 I4x10= 3x6 4x5- 4x10= 3x6 4x5= 4x5= 3x6 !1 7-7-15 13.8.4 _ 19-8.8 27-7-0 32-5-12 37-8-1 I 7-7-15 I-- 6-0-5 6-0-5 I 7-10-8 I 4-10-12 I 5-2-4 Plate OlfsetlX,Y)-- 115:0-3-8,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Ven(LL) -0.15 10-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Ven(TL) -0.46 10-12 >976 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.97 Horz(TL) 0.09 8 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:272 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 'Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 2-4,5-7:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-8.7 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 7-8 WEBS 2x4 SP No.3 Web Brace:Length(member) 7-8-1 (5-12);6-10-14(3-12); OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 16=1495/0-3-8,8=1495/Mechanical Max Horz 16=134(LC 11) Max Uplift 16=-381(LC 12),8=-404(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-16=-1423/506,1-2=-2225/660,2-3=-2158/679,3-4=-1661/621,4-5=-1682/602, 5-6=-1791/581,6-7=-1091/361 BOT CHORD 13-15=-765/2275,12-13=-639/1908,10-12=-589/1810,9-10=-361/1091 WEBS 1-15=-731/2485,2-15=-1057/434,4-12=-265/1045,5-12=-556/202,5-10=-775/356, 3-13=-43/422,3-12=-764/299,2-13=-492/168,6-10=-362/1150,6-9=-1231/487, 7-9=-569/1719,7-8=-1452/529 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=38ft;eave=5tt;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-10-15,Interior(1)3-10-15 to 19-8-8,Exterior(2) 19-8-8 to 23-5-12,Interior(1)27-7-0 to 37-6-5 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 3x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 16=381,8=404. a WARNWG-Verify design parameters end READ NOTES ON THIS AND INCLUDED MUSK REFERANCE PAGE MIF7473 rev.10/032015 BEFORE USE. Design valid for use only with Miteke+connectors.This design Is based only upon rx>rameters shown.and is for an Individual building component.not a truss system.Before use.the bulking designer must verify the appllcablity of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of indiAdual truss wet>and/or chord momt>ers only. Additional temporary and permanent bracing MMTek is always reqs ked for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and tracing of trsses and truss systems.seeANSUlPI l Quality Criteria,DSB-89 and BCSI Building Component j 6904 Parke East Blvd. Safety Information avcalable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. I Tampa.FL 33610 Job Truss Truss Type • I Qty Ply Hicks Residence T8920360 9723C0 T35 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 24 11:31:00 2016 Page 1 f D:kM9wM 77yTMMIOKdEL5AGGKzceuL-XpwmUM?TQfbgi_ZsD8Q0ovtGFL17xS3H68g7cHz34mv 5.9.15__ 11-7-15 15-8-4 19-8-8_ 24-10-12 30-1-0 37.8-1 { I 5-9-15 5-9-15 I 4.0.5 I 4-0-5 i 5 2 4 l 5-2-4 l 7-7-0 Scale=1:68.1 5x8= 6.00 Fir 5 4x5 i .1114. 4 18 4x5 6 4x5= 4x5= 7x10 ;. 1 2 7x10= 4x6= 17 7 8 -I :-.I p I 1s N O: M d n 13 N `� rh �� rr 16 15 14 13 20 21 12 22 ti 23 10 9 3x6 II4x5= 10x14= 4x10= 4x6= 3x6 I I 6x8= 5-9-15 11-7-15 19-8-8 30-1-0 37-8.1 5-9-15 5-9-15 } 8-0-9 l 10-4-8 7.7.0 Plate Offsets(X,Y)— [13:0-3-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.40 10-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.88 10-12 >508 180 BCLL 0.0 . Rep Stress lncr YES WB 0.93 Horz(TL) 0.07 9 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:277 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 7-8:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.1 'Except* WEBS 1 Row at midpt 8-9,1-16 9-11:2x4 SP No.2 Web Brace:Length(member) 6-7-14(4-12);6-9-1(6-12); • WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 9=1495/Mechanical,16=1495/0-3-8 Max Horz 16=-123(LC 10) Max Uplift 9=-385(LC 12),16=-399(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1238/406,2-3=-1974/629,3-4=-2277/766,4-5=-1678/626,5-6=-1691/623, 6-7=-2211/703,7-8=-1881/552,8-9=-1435/512 BOT CHORD 14-15=-377/1283,12-14=-524/1763,10-12=-522/1699 WEBS 1-15=-594/1809,2-15=-1192/494,2-14=-324/1121,3.14=-1245/476,4-14=-195/674, 4-12=-6421313,5-12=-381/1237,6-12=-509/271,6-10=-78/412,7-10=-1310/526, 8-10=-646/2234,1-16=-1449/528 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25tt;B=45ft;L=38ft;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-10-15,Interior(1)3-10.15 to 19-8-8,Exterior(2) 19-8-8 to 23-5-12,Interior(1)30-1-0 to 37-6-5 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 3x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)Refer to girder(s)for truss to truss connections. . 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 9=385,16=399. 1 / 0 WARNING-VsrHy design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERANCE PAGE A1B7473 rev.10/0.3/2015 BEFORE USE. m' Design valid tor use only with Mllek€connectors.this design Is based only upon parameters shown.and Is for an Individual building component.not a truss system.Before use,the b uNding designer must verify the applicoblity of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stab*tly and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seelwSI/TPI I Qud Iy Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Sipe 312.Nexandda.VA 22314. Tamse.FL 33610 • Job Truss Truss Type Qty Ply Hicks Residence T8920361 9723C0 136 Root Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 24 11:31:01 2016 Page 1 I D:kM9wM77yTMMi0KdE LSAGGKzceuL-??T8hi05ByjhK882nrxFL6QRW I NrgwwQLoPg9kz34mu 7.9.15 15-7-15 19.8-8 ___ 25-8.7 31-8-5 _I 37-8-1 ~— 7-9-15 I 7-9-15 4-0-9 5-11-14 5-11-14 5-11-12 Scale=1:73.5 7x10=g�pp 7x6 II 3x4 i=. 3x4= 4 2x4 II 4x10= 3x4— 1 2 3x4 17 2x4 II Y 15 16 +° / 2.00112 7x10= 6 18 4x5= dv 7 X a1 O 1!!iEf:--------3 / t 14 19 13 12 20 11 21 10 9 8 6x6= 2x4 II 3x6 4x10= 8x12= 4x5= 3x6 II 7-9-15 15.7.15. 23-8-2 25.8.7 31-8-5 37-8-1 7-9-15 I 7-9-15 I 8-0-3 1 2-0 5 +_— 5-11.14_ 5-11-12 I LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/detl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.43 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.89 10-11 >507 180 BCLL 0.0 ' Rep Stress InaYES WB 0.90 Horz(TL) 0.09 8 n/a n/a I BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:263 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2*Except' except end verticals. 10-12:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 7-11-11 oc bracing:9-10. OTHERS 2x4 SP No.3 WEBS Web Brace:Length(member) 5-9-2(3-11); T-Brace: 2x6 SP No.2-2-14 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131`x31 nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 14=1495/0-3-8,8=1495/Mechanical Max Horz 14=-203(LC 12) Max Uplift 14.423(LC 12),8=-362(LC 12) 1 Max Gray 14=1627(LC 18),8=1507(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1878/598,3-4=-2152/744,4-5=-2211/789,5-6=-2154/640,6-7=-1891/558, 7-8=-1440/495 BOT CHORD 13-14=-233/1349,11-13=-233/1349,10-11=-313/1446,9-10=-531/1875 WEBS 2-14=-1929/612,2-13=0/406,2-11=-258/791,3-11=-1185/538,4-11=-280/1073, 4-10=-301/843,5-10=-425/309,6-9=-926/332,7-9=-570/2056 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opst;h=25ft;B=4511;L=38ft;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-10-15,Interior(1)3-10-15 to 19-8-8,Exterior(2) 19-8-8 to 23-5-12,Interior(1)31-8-5 to 37-6-5 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6) Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 14=423,8=362. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. l II 0 WARNING-Vwfy d.Nyn paramstws and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M114073 rev.10/03/201S BEFORE USE. — - Design valid for use only with MITeie connectors.lhls design Is based only upon parameters shown.and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicabiity of design parameters and properly Incorporate this design into the overall brldIng design. Bracing Indicated Is to prevent bockting of Individual truss web and/or chord members only.Additional temporary and permanent bracing I MITE** Is always required fon skibilty and to prevent coidpse with possbie personal fly and properly damage. for general guidance regarding the EastBlvd. fabrication,storage.delivery.erection and bracing of trusses and taus systems seeANS1/1P11 Qualify Catena,Catera,DS8-89 and 8CS1 Balding Component 6904 P,ParkeFEt Safely information available e horntruss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. i N r Job Truss Truss Type Oty Ply Hicks Residence T8920362 9723C0 T37 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 24 11:31:02 2016 Page 1 ID:kM9wM77yTMMiOKdELSAGGKzceuL-TB1 Wv2ljxGrYyIjELZTUuKzfZ8o0PPBaaS9EhAz34mt 6-8-8 13-4-15 19-8-8__ 25-8-7 _ I 31-8-5 37-8-1 _ 6-8-8 I 6-8-8 I 6-3-9 5-11-14 5-11-14 5-11-12 5x8= Scale=1:72.8 6.00 12 4 2x4 II 4x10= 700= 18 19 4x5 5 1 2 2.00 12 /16 ~ 7x10=0 0 / 620 4x5=•~ Nnnnrn O_ awe n 6 15 21 14 22 13 1223 11 24 10 9 8 6x6= 3x6= — 7x10= 4x5- 3x6 I 2x4 II 4x10— 4x5= 6-8-8 13.4.15 19-8-8 22-6-10I 25.8-7 I 31-8-5 I 37-8-1 6-8-8 I 6.8.8 _ 6.3-9 2.10-2 3-1.13 5-11.14 5-11-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.13 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.33 11-12 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.77 Horz(TL) 0.10 8 n/a IVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:274 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-6 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-0-13 oc bracing. OTHERS 2x4 SP No.3 WEBS Web Brace:Length(member) 7-0-5(3-11);6-10-12(5-11); T-Brace: 2x6 SP No.2-2-15 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3')nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 15=1495/0-3-8,8=1495/Mechanical Max Horz 15=-156(LC 12) Max Uplift 15=-413(LC 12),8=-371(LC 12) Max Gray 15=1562(LC 18),8=1495(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1934/627,3-4=-1690/615,4-5=-1665/628,5-6=-2044/652,6-7=-1857/560, 7-8=-14-40/496 BOT CHORD 14-15=-264/1346,12-14=-264/1346,11-12=-486/1960,10-11=-465/1764,9-10=-533/1834 WEBS 2-15=-1867/594,2-14=0/340,2-12=-314/931,3-12=-550/292,3-11=-789/256, 4-11=-305/1147,6-9=-852/343,7-9=-572/2011,5-11=-599/254,5-10=0/289 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=4511;L=38ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-10-15,Interior(1)3-10-15 to 19-8-8,Exterior(2) 19-8-8 to 23-5.12,Intelor(1)31-8-5 to 37-6-5 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 3x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 15=413,8=371. 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. p A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIt-7473 rev.10/01/2015 BEFORE USE. id• Design valid for use only with MITek6 connectors.This design is txaed only upon parameters shown,and is Tor an kdMdu l building component.not a truss system.Itetcxe use.the building designer must verily the applicability o1 design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. Is always recluked for stability and to prevent collapse with possbe personal Injury and property damage. For general guklance regarding the fabrIcatkxn.storage.delivery,erection and bracing o1 trusses and truss systems.seeANSUIP11 Quality Criteria,058-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avolabie from Truss Plate institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 • Job Truss Truss Type • 1 Qty Ply Hicks Residence T8920363 9723C0 T38 Flat 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 24 11:31:03 2016 Page 1 ID:kM9wM77yTMM iOKdE LSAGGKzceuL-xObu602MiazPZRI RuG_AQXVyKYBoB?vjo6unDcz34ms i 4-3-4 I 8-6-7 4-3-4 4.3.4 2x4 11 2x4 1 I Scale:318'=1' 3x4= 1 6 2 7 3 u: 3x4_ 4 3x4= I 8-6-7 8.6-7 LOADING(psf) SPACING- 2-0-0 CSI. ! DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.22 4-5 >459 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.54 4-5 >184 180 BCLL 0.0 * Rep Stress Incr YES WB 0.16 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:57 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 8-6-7 oc purlins, BOT CHORD 2x4 SP SS except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=330/0-3-8,4=330/0-5-8 Max Uplift 5=139(LC 8),4=-139(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opst h=25ft;B=45f1;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 8.4-11 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 5=139,4=139. A WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/F7473 rev.10/03/2015 BEFORE USE Not Design valid for use only with MlkokL connectors.this design is based only upon parameters shown.and Is for an I ndMdual bolding component,not a Noss system.Before use.the[xikiing designer must verily the atipilcblity of design parameters and properly incorporate Ibis design Into the overall [wading design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Niel(' Is always requked for stability arid to prevent collapse with possible personal kiJury and property damage. For general guidance regarding the tabricatkrn,storage,delivery,erection and bracing of hrrsses and buss systems.seeANSI/IPII Quality Cltieda.DSB-89 and SCSI Bung Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.lee Street.Suite 312,Mexanckla,VA 22314. Tampa.FL 33610 L • pry PlyHicks Residence 1 Job Truss Truss Type T89203641 9723C0 T39 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 24 11:31:03 2016 Page 1 ID:kM9wM77yTMMi0KdE LSAGGKzceuL-x0bu602MiazPZRI RuG_jOXVvKYBn8?Mjo6unDcz34ms 5-4-15 8-6-7 I- 5.4-15 I 3-1-8 2x4 II Scate=1:29.4 6.0012 3 2x4 II 4x5 ill4.' r ICI; a � 6 i ►. ►=t1 0 C 5 4 3x4= 3x4= 5.4-15 - I 8.6 7 I 5-4-15 3-1-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.22 4-5 >459 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.54 4-5 >184 180 BCLL 0.0 ' Rep Stress her YES WB 0.13 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS I Weight:51 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 8-6-7 oc purlins, BOT CHORD 2x4 SP SS except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=330/0-5-8,5=330/0-3-8 Max Horz 5=60(LC 12) Max Uplift 4=-113(LC 12),5=-107(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opst;BCDL=5.Opsf;h=25ft;B=45tt;L=2411 eave=4lt Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 8-4-11 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 4=113,5=107. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIr-7473 rev.10/032015 BEFORE USE 1111 Design valid for use only with Milek0 connectors.this design is based only upon parameters shown.and Is for an hdivduad bulding component not a truss system.Before use,the building designer must verify the aprlk:o blity of design parameters and properly Incorporate this design Into the overall . building design. Bracing Indicated Is to prevent budding of Individual Inns web and/or chord members only. Additional temporary and permanent bracing MNTek' is always required for stability and to prevent collapse with possible personal injury and property damage.. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/IPt I Quality Criteria,DSB-89 and BCSI BuIdng Component 6904 Parke East Blvd. Safely Inlormallon avalabie from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra VA 22314. Tanya.FL 33610 • Job Truss Truss Type Qty Ply Hicks Residence T8920365' 9723C0 T40 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 24 11:31:04 2016 Page 1 I D:kM9wM77yTMMiOKdE LSAGGKzceuL-Pa9GKk2_Tt5GBbtdSzVyz12?2yW ztODs1 meLl2z34mr 1.4-15 8-6-7 F 1.4.1 5 7-1-8 2x4 I I Scale=1:29.4 3 6.00 12 • 6 2x4 II 4x5:40011111.11.1111°11 1 � N 5 4 3x4= 4x5= 1-4-15 8-6-7 1-4-15 7-1-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeff L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.22 4-5 >459 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.44 Ven(TL) -0.54 4-5 >184 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.28 Horz(TL) 0.00 4 n/a rVa BCDL 10.0 Code FBC2014/TP12007 Matrix-MS j Weight:46 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP SS except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=330/0-5-8,5=330/0-3-8 Max Horz 5=142(LC 12) Max Uplift 4=-133(LC 12),5=-41(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 4-5=-282/285 WEBS 2-4=-288/285,2-5=-354/140 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=4511 L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 1-4.15,Interior(1)1-4.15 to 8-4-11 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb) 4=133. r. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7073 rev.10/012016 BEFORE USE Design valid for use only with MITekS connectors.This design Is bused only upon pxxarneters shown,and Is rot an Individual building component.not a truss system.Before use,the building designer must verity the appllcabilty of design parameters and properly incorporate this design Into the overall briding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and peirmment bracing MiTek' Is always required for stabABy and to prevent collapse with posst4e personal miry and property<kxnage. For general guidance regarding the Parke East Blvd.fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PI1 Quality Criteria,DSB6904 •89 and BCS1 Building Component 904 East 0 Safety Information avdable horn Truss Plate Institute,218 N.Lee Street, Tampa.eet.Suite 312,Alexandria,VA 22314. -._ .Parke _ _ 3_ • Job Truss Truss Type • I Qty i Ply Hicks Residence T8920366 9723C0 T41 Monopitch 4 1 1 Job Reference Optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 24 11:31:04 2016 Page 1 ID:kM9wM77yTMMiOKdEL5AGGKzceuL-Pa9GKk2_Tt5GBbtdSzVyz123JyZmtUfsl meLl2z34mr 4-4-11 8-8-7 4-4-11 I 4-3-12 3x6 I Scale=1:30.0 3 6.00 12 • 9 2 8 ,444004404404044461 j 4x5 1; a 1 i Bit iall6.00 12 al Ira 4 2x4 II 8.8-7- I 8.8-6 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.09 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(TL) -0.18 5 >564 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.18 4 n/a n/a BCDL 10.0 Code FBC20141f PI2007 Matrix-MS Weight:44 lb FT=20% LUMBER- BRACING- TOP CHORD 2x8 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=339/0-5-8,1=344/0-5-8 Max Horz 1=171(LC 12) Max Uplift 4=-i27(LC 12),1=-39(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-286/251 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsl;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 8-6-11 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 4)Bearing at joint(s)4,1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb) 4=127. Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MrfEK REFERANCE PAGE M11-7473 rev.1Q01/2O1S BEFORE USE. mit Design valid lot use only with MlleleV connectors.This dodge Is based only upon parameters shown,and is for on individual holding component,riot a truss system.Before use,the biding designer must verify the applicability of design parameters and properly Incorporate this design into the overall beldkig design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek B always required for stablly and to prevent collapse with possible personal k*ry and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 2'2314. Tampa.FL 33610 • Job Truss Truss Type • Qty Ply Hicks Residence T89203671 9723C0 T42 Common 4 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 24 11:31:05 2016 Page 1 ID:kM9wM77yTMMiOKdE LSAGGKzceuL-tmjeX43cE BD7pIRpOhOBVybFHMp4cggOGQNuIVz34mq 4-2-8 8-5-0 12-7-7 1 16.9.15 i 4-2-8 } 4-2-8 4.2-8 4-2-8 7x6 II Scale=1:58.8 3 A .' 12.00 12 11 12 \\13 4x5// 4x5\• 2 4 10 �� 2xa I 2x4 I I 1 5 11 1_67 9 8: 7 6 4x5= 3x6- 8-5-0 16-9-15 __ 8-5-0 8-5-0 1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.09 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.24 8-9 >836 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.46 Horz(TL) 0.01 6 r1/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:115 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=661/0-5-8,6=661/0-5-8 Max Horz 9=320(LC 11) Max Uplift 9=-174(LC 12),6=-174(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-279/153,2-3=-636/314,3-4=-636/314,4-5=-279/153,1-9=-281/149,5-6=-281/149 BOT CHORD 8-9=-151/517,6-8=-114/391 WEBS 3-8=-270/609,4-8=-282/245,2-8=-282/244,2-9=-527/131,4-6=-526/131 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsh BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 8-5-0,Exterior(2)8-5-0 to 11-5-0 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 9=174,6=174. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2016 BEFORE USE. NI Design valid for use only with Mltekc8 connectors.Ids design is based only upon parameters shx?wn.and is far an individual b uNding component.not a truss system.Before use,the building designer must verity the applicability of design parcaneters and prop eity incorporate this design Into the overall building design. Bracing Indicated Is to prevent budding of Indlvklual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. far general guidance regadng the fabrication.storage,delivery,erection and bracing of tnrsses and truss systems.seeANSI/TPII Quality Criteria,058-89 and BCSI Building Component 6904 Parke East Blvd Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Adexandda.VA22314. Tampa-FL 33610 Job Truss Truss Type Qty Ply Hicks Residence T8920368. 9723C0 T43 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MTek Industries,Inc. Fri Jun 24 11:31:06 2016 Page 1 ID:kM9wM77yTMMiOKdEL5AGGKzceuL-MzHI Q4E?VL_Qv0?aOXQ2A7PQIABLGu9V47Rgxz34mp 10-6.018_8-4 , 21-0-0 10-6-0 - —8.2.4 --- : 2-3-13 7x6 I Scale=1:76.0 9 8 :iilI 10 ii 12.00 12 4 ollir r' 43 6 12 5x6 e _ 5 !� ' . 13 4 �r 14 :00' r, ; k 41 �' 44 3 15 -IA/AL 16 3x4 I 12 17 ut. ill It . 43 22:2 45 46 21 47 48 25 2 20 19 18 4x5 II 4x5= 3x6 4x5= 4x10= 21-00 i 22.3-3.11 {. 10-6-0 8-2-15 1 18-8-4 8-2-4 02 18--11_— 12-0 2-1-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.07 20-22 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.18 20-22 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.53 Horz(TL) 0.01 20 n/a rVa BCDL 10.0 I Code FBC2014/TPI2007 Matrix-MS Weight:210 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 9-22 JOINTS 1 Brace at Jt(s):29,31,33,34,36,38 REACTIONS. All bearings 2-6-9 except(plength)20=0-5-8. (Ib)- Max Horz 25=-387(LC 10) Max Uplift All uplift 100 lb or less at joint(s)except 25=-413(LC 10),23=-123(LC 12),20=-218(LC 12), 24=-483(LC 11) Max Gray All reactions 250 lb or less at joint(s)except 25=573(LC 11),23=958(LC 17),23=836(LC 1), 20=830(LC 1),24=264(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-407/341,2-3=-268/238,3-4=-324/225,4-5=-296/235,5-6=-261/253,6-7=-424/389, 7-8=-449/423,8-9=-445/440,9-10=-447/441,10-11=-450/424,11-12.425/390, 1-25=357/280 BOT CHORD 22-23=-117/495,20.22=-11/382 WEBS 23-26=-325/230,3-26=-267/180,22-27=-261/579,9-27=-492/431,20-28=-332/324, 15-28=-265/299,31-39=-641/134,30-31=-454/0,29-30=-414/0,27-29=-38810, 27-34=-431/0,34-35=-432/0,35-36=-458/0,36-40=-564/116,6-31=-282/204, 12-36=-286/198,22-39=-264/236,23-39=-527/52,22-40=-272/229,20-40=-648/77 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45f1;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1.12 to 10-6-0,Exterior(2) 10-6-0 to 13-6-0 zone;cantilever right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 413 lb uplift at joint 25,123 lb uplift at joint 23,218 lb uplift at joint 20 and 483 lb uplift at joint 24. MIM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10/03/2015 BEFORE USE. • Design valid for use only with Mllek&connectors.I is design Is based only upon parameters shown.and is for u1 krdivid al balding component,not a truss system.Before use,be building designer must verify the appllcabllty of design parameters and properly incorporate this design Into the overall building design. 8racIng Indicated Is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k- is always required tot stability and to prevent collapse with poasble personal WY and property dam age. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I Quality Criteria.058-89 and SCSI Bullalng Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type r • 'Cry Ply 1, Hicks Residence T8920369 9723C0 T44 Common 11 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 24 11:31:07 2016 Page 1 I D:kM9 WM77yTMMiOKdEL5AGGICzceuL-g9rPym5smoTr23bC762fbNgYn9Uc4ipJjks?MNz34mo 5.3.0 6-5-0 10-6-0 I 14.7.0 _)5-9-0 21-0-0 _ 5-3-0 1-2-0 4-1-0 4-1-0 -2-0 5-3-0 7x6 l Scale=1:70.7 3 n 12.00 12 2x4 II 12 111\ 11\111132,4 I 2 4 11 14 6x6= 6x6=1 5 crri :��_.. 102x4 I I 9 15 8 16 7 2x4 II'6 3x6= 4x10= 4x10=-.- 5-3-0 6.5.0 14-7-0 5-9.0 1.2-0 21-0-0 I 5-3-0 1-24 8-2-0 5-3-0 Plate Offsets(X,Y)-- [3:0-1-4,0-3-8) LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.23 7-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.38 7-9 >651 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.61 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:154 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-2 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-6-9 oc bracing. WEBS 1 Row at midpt 3-7,3-9 REACTIONS. (lb/size) 10=828/0-5-8,6=828/0-5-8 Max Horz 10=387(LC 10) Max Uplift 10=-217(LC 12),6=-217(LC 12) Max Gray 10=837(LC 18),6=837(LC 17) FORCES. (Ib)-Max.Comp-/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-922/285,2-3=-1165/622,3-4=-1165/622,4-5=-922/285,1-10=-806/284, 5-6=-807/284 BOT CHORD 9-10.362/455,7-9=-47/506 WEBS 3-7=-402/749,4-7=-601/447,3-9=-402/750,2-9=-601/447,1-9=-13/574,5-7=-17/578 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0pst;h=25ft;B=45ft;L=24th eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3.1-12 to 10-6-0,Exterior(2) 10-6-0 to 13-6-0 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 217 Ib uplift at joint 10 and 217 lb uplift at joint 6. 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev.10/11/1016 BEFORE USE. idl• Design valid tot use only with Weld>connectors.Iles design Is based only upon parameters shown-and is for an individual building component,not a truss system.Before use,the bulking designer must verity the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiAek' Is always required for stability and to prevent collapse with possible personal iiury and property damage. ref general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and Muss systems,seeANSt/1PI1 Quality Criteria,DSS-89 and SCSI Building Component 6904 Parke East Btyd. Safely Information avdloble from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 r • Job Truss Truss Type Qty Ply Hicks Residence T8920370 9723C0 T45 Common Supported Gable 1 1 IJob Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 24 11:31:08 2016 Page 1 1D:kM91wM77yTMMiOKdELSAGGKzceuL-ILPn955UX6bigDAOhpZu7bDkDZx7oCCSyOcYugz34mn I 10-6-0 f 21-0-0 10-6-0 10.6.0 7x6 I I Scale=1:75.0 9 ie! 6IN 7 12.00 12 6 5a4 3 4 II 3x4 II 12 17uT 11ill 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x4 !; 7x10- 3x4 I 21-0-0 I- 21-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) rVa - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.23 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress lncr YES WB 0.41 Horz(TL) -0.01 18 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:222 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 9-26,8-27,7-28,10-25,11-24 REACTIONS. All bearings 21-0-0. (Ib)- Max Horz 34=-387(LC 10) Max Uplift All uplift 100 lb or less at joint(s)26,27,29,30,31,32,25,23,22,21,20 except 34=-421(LC 10),18=-371(LC 11),28=-111(LC 12),33=-321(LC 9),24=-113(LC 12),19=296(LC 8) Max Gray All reactions 250 lb or less at joint(s)27,28,29,30,31,32,25,24,23,22,21,20 except 34=454(LC 11),18=402(LC 10),26=544(LC 12),33=421(LC 10),19=387(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-34=-294/269,1-2=-336/325,5-6=-250/293,6-7=-327/386,7-8=-424/501, 8-9=-442/525,9-10=-441/525,10-11=-424/502,11-12=-326/385,12-13=-249/293, 16-17=-296/287,17-18.260/235 WEBS 9-26=-616/478 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25f1;B=45ft;L=24ft;eave=2f1;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 10-6-0,Corner(3)10-6-0 to 13-6-0 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/I-PI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 7)Gable studs spaced at 1-4-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)26,27,29,30, 31,32,25,23,22,21,20 except(jt=lb)34=421,18=371,28=111,33=321,24=113,19=296. • t I o WARNING-veily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10103/2015 BEFORE USE. pit Design wild for use only with Milekn connectors.this design Is based only upon parameters shown,and Is for an Indivlde l balding component not • o truss system.Before use,the bulking designer must verily the applicability of dodge pxxaneters and properly krcorporate this design Into the overall bulking design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- • Is always required for stability and to prevent collapse with possible personal!filmy and property damage. IQ(general guidance regarding the fabrication.storage,delivery-erection and tracing of trusses and truss systems.seeANSI/1PI1 Orality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 I I. Job I Truss Truss Type Qty Ply Hicks Residence 18920371 9723C0 I T46 Common Supported Gable 2 1 I ,Job Reference(optional) -Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 24 11:31:09 2016 Page 1 I D:kM9wM77yTMMiOKdE L5AGGKzceuL-mYy9N R6610jZHMlaFX57gol?pzKaXl_cB2L5RGz34mm 4-10-8 9-9-0 I 4-10-8 -1 -- 4-10-8 4x5= Scale=1:33.2 5 12.00Alhi\ 3 2 L 9 16 15 14 13 12 i, 10 I 9.9.0 I 9-9-0 Plate Offsets(X,Y)-- [1:0-2-6,0-1-0119:0-2-6,0-1-0j LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a - Na 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) Na Na 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 9 n/a n/a BCDL 10.0 I Code FBC2014/TPI2007 Matrix-S Weight:61 lb FT=20% 1 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 9-9-0. (Ib)- Max Horz 1=-158(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,9,14,15,16,12,11,10 Max Gray All reactions 250 lb or less at joint(s)1,9,13,14,15,16,12,11,10 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsi;BCDL=5.Opst;h=25th B=451t;L=241t;eave=2ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0.0.0 to 3-0-0,Exterior(2)3-0-0 to 4-10-8,Corner(3)4-10-8 to 7-10-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,9,14,15,16, 12,11,10. A WARNING-Verify design parametere and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIS-7473 rev.10VV2015 BEFORE USE. Design valid for use only with Mllek40 connectors.This design is based only upon',ammeters shown,and is for an individual building component.not a Inas system.Before use,the building designer must verily the applicability of design parameters and properly incorporate this design into the overall r la building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing , Niel(' is always required for stability and to prevent colicpse with possible personal kllury and property damage. For general guidance regarding the Parke East Blvd.fabrk:atkrn,storage,delivery,erection and bracing of teases and truss6904 systems.seeANSt/TPt1 Quality Criteria,DSB-89 and SCSI Building Component 6T904 P.FL East Safety Information available kern,Truss Plate Institute.218 N.Lee Street.Suite 312, iexandrla.VA 22314. ___ Job Truss Truss Type • r Oty Ply Hicks Residence 18920372 ;972300 T47 Common 5 1 i Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 24 11:31:10 2016 Page 1 I D:kM9wM77yTMMiOKdE L5AGGKzceuL-EkW Xan713jrOvW KnpEcMC?157Nb8GAll Pisfziz34ml I I 4-10-8 _f_____ .I 4-10-8 4x5 4-10-8 Scale=1:35.6 2 P1 12.00 FW Ili 12 7. d; hi, ,.. 'i, 11 3 t M IA a r la 4 3x4= 2x4 II 3x4= I 4-10-8 I 9-9-04.10.8 4-10-8 Plate Offsets(X,Y)-- [1:0-2-6,0-1-81,(3:0-2-6,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.03 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(TL) -0.05 4-7 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.09 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:43 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=390/0-5-8,3=39010-5-8 Max Horz 1=-156(LC 10) Max Uplift 1=-102(LC 12),3=-102(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-414/185,2-3=-414/185 BOT CHORD 1-4=-10/258,3-4=-10/258 NOTES- 1)Unbalanced root live loads have been considered for this design. • 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft eave=oft Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-10-8,Exterior(2)4-10-8 to 7-10-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 • 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=102,3=102. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mn-7473 rev.10W3/2015 BEFORE USE. 1111 Design valid for use only with MIMI&connectors.this design is based only upon parameters shown.and is for an Individual building component.not �T a Urns system.Before use,the building designer MUM verily the appl cat6ily of deskin parameters arid properly Incorporate this design Into rho overall ix/ding ,MiTek*iding design. Bracing indicated Is to prevent budding or Individual truss web and/or chord members only. Additional temporary and permanent tracing Is always required for stability and to prevent collapse wIh possible personal Injury and property damage. I or general guidance regarding the 6904Parke East Blvd. fabrication,storage.delivery,erection and tracing of trusses and truss systems.seoANSI/lP11 Quality Criteria,DSB-89 and SCSI Building Component Easi Safety information available from Truss Plate Institute.218 N.Lee Street.Srlte 312.Alexandria,VA 22314. Tampa,Parke Job Truss Truss Type Qty 1 Ply Hicks Residence T8920373 9723C0 T48 Monopitch Girder 1 1 1 Job Referencespptional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 24 11:31:11 2016 Page 1 ID:kM9wM77yTMMiOKdEL5AGGKzceuL-iw4wo78Nq 1 zHXgvzMx7blDrCAmnj?PAueMgCV8z34mk 3-8-15 7-6-1 11-3-0 14-4-4 17-5-8 3-8-15 3-9-1 I 3-8-15 3-1-4 I 3.1.4 I Scale=1:30.1 2x4 II 7 4x6— 6x6 A 3x6-.= 6 2.00112 5 17 WO 4 OS 4x5'- WI. S N 3 N \ Y 4x5= 16 r m 2 4x12= Wei 1 r 8 iiiii.... INIMOMMIIMMMilli\ ‘ 11 Q } 23 10 24 9 . i II __ III III . I �]f� 7x14 MT2OHS= 6x6— JUS24 6x8 18 14 19 20 13 21 22 12 JUS24 JUS24 1$ JUS24 JUS24 5x12= JUS24 4x6 II 6x8 5x6 II JUS24 JUS24 3-8-15 7-6-1 11-3-0 14-4-4 I 17-5-8 3-8-15 3-9-1 3.8.15 3-1.4 3-1-4 Plate Offsets(X,Y)-- (11:0-8-12,Edge)z[12:Edge,0-3-81,[13:0-2-8,0-3-01,[14:0-3-8,0-3-01 LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 i Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.29 12-13 >703 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.46 12-13 >449 180 MT2OHS 187/143 BCLL 0.0 • Rep Stress Ina NO WB 0.97 - Horz(TL) 0.10 8 n/a r/a BCDL 10.0 Code FBC2014/TP12007 i Matrix-MS Weight:104 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-8 oc purlins, BOT CHORD 2x4 SP SS*Except' except end verticals. 4-12:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-9-14 oc bracing. WEBS 2x4 SP No.3'Except* WEBS T-Brace: 2x4 SP No.3-6-8 11-13,1-14:2x4 SP No.1,1-15:2x6 SP No.2,6-10:2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 10d OTHERS 2x4 SP No.3 (0.131'x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 8=2645/(0-2-8+bearing block) (req.0-3-3),15=2517/0-3-8 Max Horz 15=212(LC 8) Max Uplift 8=-1243(LC 4),15=-1527(LC 4) Max Gray 8=2691(LC 2),15=2603(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-4639/2669,2-3=-5117/2870,3-4=-5501/2907,4.6=-2839/1335,1-15=-2324/1360 BOT CHORD 14-15=-326/238,13-14=-2806/4557,12-13=-303/456,11-12=-272/455,4-11=-1136/1982, 10-11.2970/5528,8.10=-1341/2793 WEBS 3-13=-481/196,11-13=-2781/4767,3-11=-11/456,6-8=-3630/1749,6-10=-1266/2644, 4-10=-3204/1909,1-14=-2617/4554,2-14=-474/246,2.13=-229/532 NOTES- 1)2x4 SP SS bearing block 12"long at jt.8 attached to front face with 2 rows of 10d(0.131"x3")nails spaced 3'o.c.8 Total fasteners. Bearing is assumed to be SP No.2. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);end vertical left exposed;porch left exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 8=1243,15=1527. 7)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the left end to 16-0-12 to connect truss(es)to back face of bottom chord. 8)Fill all nail holes where hanger is in contact with lumber. 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 0 WARNING-V. design paramtrs and READ NOTES ON THIS AND INCLUDED MEEK REFERANCE PAGE MO-7473 rev.10x1732015 BEFORE USE. Design valid for use only with Mllek..o connectors.this design is based only upon parameters shown.and Is for an ksdtvtdral building component,not a truss system.Before use,the tuIldkig designer must verify the appltcabltty of design parameters and properly Incorporate this design kilo Bre overall MiTek' brideg Individual design. Bracing Indicated Is to prevent buckling of Individtruss web and/ax chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd.fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/TPIt Qualify Criteria,DSB-89 and BCSI Bulling Component Tempa.FL 33610 Safely Information avaAa*ale from Truss Plate institute.218 N.Lee Sheet.Suite 312.Nexandrla.VA 22314. ___ f 9 Job Truss Truss Type Oty Ply Hicks Residence T8920373 9723C0 T48 Monopitch Girder 1 1 'Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 24 11:31:11 2016 Page 2 ID:kM9wM77yTMMiOKdEL5AGGKzceuL-iw4wo78Nq 1 zHXgvzMx7bl DrCAmnj?PAueMgCV8z34mk LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-7=-60,12-15=-20,8-11=-20 Concentrated Loads(Ib) Vert:10=-468(B)18=-478(B)19=-478(8)20=-478(B)21=-478(B)22=-478(B)23=-468(B)24=-468(B) • A WARNING•Verily design pnamaNn and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10493/2015 BEFORE USE. • Design valid for use only with MIlekSs connectors.this design Is based only upon lxxameters shown,and Is for an Individual building cornp rx:nt.nor a truss system.Before use,the talking designer must verity the applicability of design parameters and properly incorporate this design Into the overall MiTek' building design. I3achg indicated Is to prevent buckling of IndMdual truss web and/or chord members only. 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