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1710 MARITIME OAK DR - TRUSSES FILE COPY BCS BUILDING COMPONENT SUPPLY, INC. 4627 JP HALL BLVD. SUITE 208 GREEN COVE SPRINGS, FL 32043 0: 904.297.9390 50-114:0F: 904.529. 1406 240740 174149 7t /447 } 150.00 _ I BEARING HEIGHTS - - t - „ i - -i- -i----i- p � - _f • " . 91- 1 1 — 1 i Il I I J 1 ❑1- 1 1 /8" rOBI gi. 24040 4I ------ --- �O� 2-0.00 _ - '•L,e fos - 24940 . 8 $+ � 241 $ 00' lei --- E $ i „r 24`4' _ L f THIS IS A TRUSS PLACEMENT �', .a' '4'O0 DIAGRAM ONLY. e _ 24040 , :8 These trusses are designed as 240049I K individual building components to be1 l -— . $i incorporated into the building design at j t 2O4ao 111 4 the specification of the building 4 % / 24-0.00 designer. See individual design sheets for each truss design identified on the --�—r–I ,y, 00 24t°° Iplacement drawing. The building F a ,b designer is responsible for temporary �„'�; ��oa and permanent bracing of the roof and »' floor system and for the overall , :-. -- - - -41.., ,4A--&- .43 k; -4. 9 9 ;; � I I structure.9 ! s --- a The design of the truss • I ,t support structure including headers, 31.07 -00 beams, walls, and columns is the 40414e responsibility of the building designer. s "11 4 0 For general guidance regarding bracing, consult"Bracing of Wood Trusses"available from the Truss Plate Institute, 583 D'Onifrio Drive; Madison, WI 53179. ATTENTION. f Refer to truss layout and engineering documents that arrive with delivered field trusses. Unless noted otherwise, all beams are by others. CLIENT TOLL BROTHERS SUBDIVISION ATLANTIC BEACH MODEL THE FRANKLIN ELEVATION CLASSIC LOT # DRAWN BY DOUG HILL DATE SECOND FLOOR LAYOUT 1 1 7 07/1 8/201 6 SCALE: NTS REF # 10520 FILE Copy 1 Floor Truss Connector List Roof Truss Connector List Menuf Product Oty IManuf Product Qty USP MSH422 4 USP JUS24 3 USP THD48 7 USP THD26 16 USP THD26-2 1 004240 040140 -rot 00.1140 X00 1Y40LB 11-0141 t q -. _ - _... _ T19 _ __cm11 _F03 n IIMal _ ___— 710_ 241400 0 ee ee F02 •-0N3 PP_ EF03 ij 2:: a T21 ;2 WOO 1341-00 gg 1-00 10000 00 1 F 3.' —_ w o nb —..o lr ..:— -_-— -: 1.. 003 :, tr.._ Tn ....., 5 10000 I' 001 Fw a .. ----- m 24000 002 003 a 2 00 00 P. cra 24000 F V' -ro - ill i F .:. . mo9. li I I a f.: I 9 n f .9 in 4w a n 4 ' / 1 -1 9 Y ill I . 4 •� 8 8 8 8 ! 1: $ $! $ E�18 Y 11 $ 8 8 at 11 i LZ.. $ $ $ $ e 1$ a a a a a a 'a Et : € s E a t I 2 r e s ,,,, 4j444 c, se. :e -1 1 'I = ,4. La, S11.�4,I _ ------I-a .a.,3..a,.It, �.,k- LLi- :. 2 n+ 17.10+10 7.0141 - n1 t 01041 1041140 01040 007 0 FIRST FLOOR LAYOUT SCALE: NTS mom mils Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek$ RE: 10520T0 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa,FL 33610-4115 Customer Info: Toll Brothers Project Name: Franklin Model: Lot/Block: 117 Subdivision: Atlantic Beach Address: N/A City: N/A State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: Lou Pontigo License #: 53311 Address: 420 Osceola Ave City: Jacksonville Beach State: FL General Truss Engineering Criteria & Design Loads(Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.0 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 71 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. i Seal# Truss Name 1 Date No. Seal# Truss Name Date ;1 �T9071525 F01 7/18/016 18 T9071542 F18 17/18/016 12 119071526 I F02 1 7/18/0161119 I T9071543 FG01 1 7/18/016 3 1T9071527 1 F03 1 7/18/016 120 I T9071544 FG02 1 7/18/016 4 119071528 1 F04 1 7/18/016 121 1 T9071545 j FT01 1 7/18/016 5 1T9071529 1 F05 1 7/18/016122 1 T9071546 !HJ03 1 7/18/016 6 T9071530 1 F06 7/18/016123 19071547 I J02 7/18/016 7 T9071531 1_F07 7/18/016 f24 T9071548 JO2A 7/18/016 8 1T9071532 1F08 1 7/18/016 125 119071549 I J04 7/18/016 9 119071533 I F09 1 7/18/016 126 119071550 1J06 7/18/016 10 119071534 F10 1 7/18/016 127 119071551 1 J06A 7/18/016 11 119071535 F11 1 7/18/016 128 1T9071552 1101 . 7118/016.1 L12 119071536 F12 ±1 7/18/016129 119071553 1102 7/18/016 13 1T9071537 F13 1 7/18/016130 1T9071554 1103 7/18/016 114 119071538 l F14 1 7/18/01_31 :T9071555 1104 7/18/016 115 119071539 1 F15 ' 1 7/18/016 132 -119071556 1105 1 7/18/016 16 T9071540 F16 ' 17/18/016 133 119071557 1106 • 17/18/016 , 117 119071541 1 F17 1 7/18/016134 119071558 1T07 7/18/016 i The truss drawing(s)referenced above have been prepared by MiTek 4 4.- • ' .11', Industries, Inc. under my direct supervision based on the parameters ,� 0° . E.N SFe"9,1�,'. provided by Building Component Supply. ••• / i ''. 1.1 Truss Design Engineer's Name: Albani, Thomas o 39380 My license renewal date for the state of Florida is February.28. 2017. _ * :cry IMPORTANT NOTE:Truss Engineer's responsibility is solely for T. ' STATE OF :•�� design of individual trusses based upon design.parameters shown ;T•'•'�� O't.:��;; on referenced truss drawings. Parameters have not been verified .',, 5.•. R •. N4 .•. as appropriate for any use. Any location identif=ication specified is r!.,,.°NAS��0.�` for file reference only and has not been used in preparing design`. Thomas A.ananl PE No.39380 Suitability of truss designs for any particular building is the MiTek USA,Inc.FLCert6634 responsibility of the building designer, not the Truss Engineer, 6904 Parke East Blvd.Tampa FL 33610 per ANSI/TPI-1, Chapter 2. Date: July 18,2016 Albani, Thomas 1 of 2 RE: 10520T0 - Site Information: Customer Info: Toll Brothers Project Name: Franklin Model: Lot/Block: 117 Subdivision: Atlantic Beach Address: N/A City: N/A State: FL No. Seal# Truss Name Date 35 ,T9071559 108 7/18/016 36 T9071560 109 7/18/016 37 T9071561 T10 7/18/016 38 T9071562 T11 7/18/016 39 T9071563 T12 7/18/016 40 T9071564 T13 7/18/016 41 T9071565 T14 7/18/016 42 19071566 T15 7/18/016 43 19071567 T16 7/18/016 44 T9071568 T16A 7/18/016 45 T9071569 T17 7/18/016 46 T9071570 T18 7/18/016 47 T9071571 T19 7/18/016 48 T9071572 T20 7/18/016 49 T9071573 T21 7/18/016 50 1T9071574 T22 7/18/016 51 1T9071575 T23 7/18/016 152 (19071576 T24 7/18/016 153 119071577 T25 7/18/016 154 119071578 1267/18/016 55 T9071579 T27 17/18/016 56 T9071580 T28 7/18/016 157 119071581T29 (7/18/016 58 19071582 ,T30 7/18/0161 159 119071583 T31 (7/18/0161 60 T9071584 T32 7/18/016 161 (19071585 1133 (7/18/016 162 (19071586 1134 (7/18/0161 (63 119071587 (135 (7/18/0161 64 1T9071588 T367/18/016 65 19071589 137 1 7/18/016 166 (19071590 1138 7/18/016( 67 T9071591 VM01 7/18/016 (68 (19071592 IVMO2 1 7/18/016 I (69 (19071593 IVMO3 7/18/016( 70 119071594 VM04 7/18/016 (71 119071595 (VM05 (7/18/016( 2 of 2 Job Truss Truss Type Qty Ply T9071525 1052010 F01 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 . • 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:53:20 2016 Page 1 ID:OS7VY55ZG2cyehlmUFHn6Hz7_W L-kpH KCMSfOTXmERdnt477vU8IrpAp1 G W V I4LaM4ywgDj 0.1{8 0'1 8 Scale=1:42.0 3x4= 3x6 FP= 1 2 3 4 5 6 7 8 9 10 /1 12 13 14 15 16 17 18 19 20 21 --+off- e o — b a —• - b �— a a - 1 p 44 0 TT 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 3x4= 3x4= 3x6 FP= 3x4= 1-6-12 1 2-10-12 4-2-12 5-6-12 +6-10-12 8-2-12 } 9-6-12 110-10.121 12-2-12 X13-6-12 114-10.12 16-2-12{17-6-12 118-10.12,20-2-12. }21-6-12,22-10.12 24-2-12 125-2-8 ' 1-6-12 1-4-0 1.4-0H 1-4-0 1-4-0 1.4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 ' 1-4-0 1-4-0 0.11-12i Plate OffsetsjX,Y)-- [41:0-1-8,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 22 rl/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:112 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 25-2-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)42,22,41,40,39,38,37,36,34,33,32,31,30,29,28, 27,26,25,24,23 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 1 la 0 WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/032015 BEFORE USE. Design valid for use ory with MltekSo connectors.this design is based only upon parameters shown,and Is for an individual twirling component,not a truss system.Before use,the braking designer must verity the applicability of design parameters and properly Incorporate this design Into the overall txlding 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 coligpse with possible personal hilly and property damage. For general guidance regardng the fabrication,storage,delivery,erection and bracIrlg of trusses and truss systems.seeANSVIPI l Quality Criteria,DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safely IMormaion available from truss Plate kutitule,218 N.Lee Street.Salle 312.Alexandria.VA 22314. 1 Tampa,FL 33610 Job Truss Truss Type I Oty Ply 1 190715261 1052010 F02 Floor 10 1 Job Reference(optional) I Building Component Supply_ Jacksonville,Fl 32256 i A 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:53:20 2016 Page 1 ID:0S7VY55ZG2cyehlmUFHn6Hz7.WL-kpHKCMSfOTXmERdnt477vU87Np_w19wV14LaM4ywgD1 0-1-8 1-3-0 Q_Q H II I 2 1 8 Scale 1,.1 2 3.6 4x6= 4x6= 1.5x3= 1.5x3 I! 3x6= 1 2 3 4 5 6 7 •• • _\ is 6iNNL_____ o e .4/ ./' .47_ 14 13 12 11 10 9 • 4x6= 1.5x3 II 4x6= 3x6= I 14-3-0 14-3-0 Plate Offsets(X,Y)-- j1_Edge,0-1-81,[3:0-1-8,Edge],[7:0_1.8,Edge],111:0.1-8,Edge] —_--________ LOADING(psi) i SPACING- 2-0-0 CSI. DEFL. in (loc) Weil lid PLATES GRIP TCLL 40.0 � Plate Grip DOL 1.00 TC 0.83 Vert(LL) -0.17 10-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(TL) -0.24 10-11 >698 240 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.03 8 ria rl/a BCDL 5.0 Code FBC20141TPI2007 Matrix-S Weight:75 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 15=760/0-5-0,8=754/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-15=-757/0,7-8=-746/0,1-2=-747/0,2-3=-1755/0,3-4=-2159/0,4-5=-2159/0,5-6=-1777/0,6-7=-776/0 BOT CHORD 13-14=0/1392,12-13=0/2159,11-12=0/2159,10-11=0/2076,9-10=0/1428 WEBS 1-14=0/962,2-14=-898/0,2-13=0/511,3-13=-643/0,7-9=0/950,6-9=-907/0,6-10=0/485,5-10=-416/0, 5-11=-96/384 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Q WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MN-7473 rev.10/03/20l5 BEFORE USE. Deslgi valid for use only with Mltek6)connectors.11 is design is based only upon parameters shown,and h for an individual bolding component.not �` a taus system.Before use,the building designer must verify the applicability o1 design parameters and properly Incorporate this design into the overall bulking 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 inlay and property damage. 101 general guidance regarding the 6904 Parke East Blvd. fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/WP11 Quality Criteria,058.89 and BCSI Building Component Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type I Qty I Ply T9071527' 10520TO F03 Floor 10 1 i Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 1. • 8.010 S Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:53:21 2016 Page 1 I D:OS7VY55ZG2cyehlmU FHn6Hz7_W L-COrjQiTHnmicsbC_RneMShhO4CM?mdCfXk47uW ywgDi 0-3-0 I 1-3-0 I H I 1-4-0 0 uI1 8 SUe=1:18.9 4x6 11 3x6= 1.5x3 I 1.5x3= 1 2 3 4 5 6 7 • • • / \_ 16 T R . rN._., I Y 1 1 : - — _ \N\ . t_i_._ 15 14• 13 12 11 10 9 8�( 1.6x3 II 1.6x3 I' 1.5x3 I! 3x6= 0-3-Q 1-9-0 3-0-0 4-3-0 5-8-12_________ 7-1-0 _ _____11-2-8 6-3.0 1-6-0 I 1-3-0 i 1-3-0 I 1-5-12 l 1-4-4 I 4-1-8 Plate Offsets(X,Y)-- [1:0-3-0,Edge],[3_0-1-8,Edge],[4:0-1-8,Edge],[7:0.1.8,Edge],[14:0-1-8 Edge] LOADING (psf) l SPACING- 2-0-0 CSI. DEFL. in (Loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.39 Vert(LL) -0.06 10-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.59 Vert(TL) -0.09 10-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.01 8 n/a rVa BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:63 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=586/0-3-8,1=592/0-3.0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 7-8=-581/0,1-2=-633/0,2-3=-956/0,3-4.1294/0,4-5=-1233/0,5-6=-1233/0,6-7=-545/0 BOT CHORD 13-14=0/632,12-13=0/1294,11-12=0/1294,10-11=0/1294,9-10=0/1016 WEBS 2-14=-505/0,1-14=0/822,2-13=0/440,3-13=-472/0,7-9=0/701,6-9=-655/0,6-10=0/295,4-10=-263/84 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Recommend 2x6 sirongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3.10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. 1 I mit a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mf-7473 rev.10403/2015 BEFORE USE. Design valid for use only with MITekS)connectors.Ilnts design Is based only upon parameters shown.and Is for an individual building component,not a truss system.Before use,the building designer must verily the applicabllty of design txxaneters and properly incorporate this design Into the overall bulking design. Brachg Indicated B to prevent buckling of indivkival truss web and/or chord members only.Additional temtxxay and permanent bracing Milek' is always required for stability and to prevent collapse with possible personal him and property damage. for general guidance regarding tIre fabrication,storage.delivery.erection and bracing of muses and truss systems.seeANSI/IPI I Qually Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information ava8dtle from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 j Job Truss Truss Type Qty Ply 1 T9071528, 1052010 F04 GABLE 1 1 Job Reference(optional) 1 — Building Component Supply, Jacksonville,Fl 32256 + 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:53:21 2016 Page 1 ID:?dl DjjtjusBasg9cPS?hLwz62CC-COrjOiTHnmfcsbC_RneMShhTbCV2mjmfXk47uWywgDi 0�8 0-,r1 Scale=1:30.6 3x4= 3x6 FP= 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 °• d • - •1 • e « —r- • l• • • 13 C NI a --;f- . Fe 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 3x4 - 3x4 3x6 FP-- 3x4 - 1.6-12 + 2-10-12 } 4-2-12 5-6-12 I 6-10-12 8-2-12 _}_ 9-6-12_ 10-10-12 12-2-12 I 13-6-12 I 14-10-12 16-2-12 j 17-6-12 118-5.0 1-6-12 1-4-0 1-4-0 1-4-0 1-4-0 1.4.0 1.4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 0.10-4 Plate Offsets(X,Y)-- [31:0-1-8gcgl eL_ LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid 1 PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 . MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 17 n/a rVa BCDL 5.0 Code FBC2014/TPI2007 Matrix-S I _ Weight:84 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(tlat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(tlat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 18-5-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)32,17,31,29,28,27,26,25,24,23,22,21,20,19,18 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. • 1 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. 1111 Design valid for use only with Mlleirt connectors,this design Is based only upon parameters shown,and Is for en individual building component,not a truss system.Before use,the building designer must verify the applk,abllty of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Irxilvkitxl truss web aril/or chord members only.Additional temporary aril permanent bracing MiTek' ek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erectton and bracing of trusses and truss systems.seeANSVIPI1 Quality Cdteda,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 Job !Truss Truss Type Qty Ply i T9071529 1052010 F05 Floor 7 i 1 I Job Reference(optional) _ Building Component Supply, Jacksonville,Fl 32256 r r 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:53:22 2016 Page 1 I D:OS7VY55ZG2cyehlmUFHn6Hz7_W L-gCP5d2UwY4nTUInA?V9b_VDUTch3V1 aomOggOzywgDh 0-1-8 l 1-3-0 1 i 2-2-8 Scale=1:30.8 4x6= 1.5x3= 1.5x3 II 3x6= 3x6= 3x6 FP= 1.5x3 1 I 4x6= 1 2 3 4 5 6 7 8 9 10 11 1 • - - • • - • /I N H/ N /H d 23 N _N Z N r \ o Lj —21 20 19 18 17 16 15 14 13 12 4x6= 3x6 FP= 3x6= 3x6= 4x6= 9-3-8 10-5-8 18-5-8 ------ -------------- 9-3-8 1-2-0 { 8-0-0 Plate Offsets(X,Y)-- [1:Edge 0_1=81[2:0-1-8,Edge1,[10:0-1-8,Edge],[14:0-2-0,Edge),[19:0 2-8,Edge1 LOADING (psf) SPACING- 2-0-0 CSI. 1 DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.73 Vert(LL) -0.26 17-18 >853 360 MT20 244/190 TCDL 10.0 I Lumber DOL 1.00 BC 0.67 Vert(TL) -0.39 17-18 >560 240 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.07 12 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S _ Weight:100 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-11-12 oc purlins, BOT CHORD 2x4 SP No.2(flat)'Except' except end verticals. 12-20:2x4 SP SS(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 22=995/0-5-0,12=1002/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1.22=-990/0,11-12=-995/0,1-2=-1011/0,2-3=-2547/0,3-4=-2547/0,4-5=-3425/0, 5-6=-3739/0,6-8=-3425/0,8-9=-2547/0,9-10=-2547/0,10-11=-1009/0 BOT CHORD 19-21=0/1903,18-19=0/3121,17-18=0/3739,16-17=0/3739,15-16=0/3739,14-15=0/3121, 13-14=0/1906 WEBS 1-21=0/1305,2-21=-1241/0,2-19=0/875,4-19=-780/0,4-18=0/511,5-18=-679/0, 11-13=0/1344,10-134-1247/0,10-14=0/871,8-14=-781/0,8.15=0/511,6-15=-679/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. mit A WARNING•Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 6(5.7473 rev.I0/03/20t5 BEFORE USE. Design wild for use only with MIlek€9 connectors.Ills design Is based only upon parameters shown.and Is for an Individual bolding component,not a truss system.Before use,the building designer must verily the applicability of design parameters and properly incorporate this design Into the overall balding design. Bracing Indicated Is to prevent budding ing 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 possble personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1P1l Quality Criteria,DS8-89 and BCS!Building Component 6904 Parke East Blvd. Safely Information available from truss Pilate Institute,218 N.Lee Sheet.Stile 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T9071530 1052010 F06 Floor 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 r , 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:53:23 2016 Page 1 ID:OS7VY55ZG2cyehlmUFHn6Hz7_W L-8OyTrOUYJOvK5uMMYCggX6meD00hET2x_2ZEzPywriDg 0-1-8 H� 1-3-0 1 2-2-8 0--0'8 Scalb'=1:31.2 4x6= 6x8= 1.5x3= 1.5x3 II 3x6= 3x6= 3x6 FP= 1.5x3 II 3x6= 1 2 3 4 5 6 7 8 9 10 it ‘r S2 W • wipprz 023 -. \ 4 24 I ; —N / X • . LI 1 wA 21 20 19 18 17 16 15 14 13 C 4x6= 3x6 FP= 3x6= 3x6= 4x6= 3x6= 9-3-8I 10-5-8 i 18-8-8 __I 9-3-8 1-2-0 8-3-0 Plate Offsets(X,Y)-- [1:Edge 0-1-8],j2:0-1-8,Edge],[10:0-1-12,Edge],[11:0-3-8,Edge],[19:0-2-12,Edge],[24:0-1-8,0-0-1] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.79 Vert(LL) -0.27 15-16 >807 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.70 Vert(TL) -0.42 15-16 >527 240 i BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(TL) 0.07 12 n/a rVa BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:104 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2(tlat)'Except* except end verticals. 12-20:2x4 SP SS(flat) BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 22=1009/0-5-0,12=1009/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-22=-1004/0,11-12=-999/0,1-2=-1027/0,2-3=-2593/0,3-4=-2593/0,4-5=-3499/0, 5-6=-3842/0,6-8=-3558/0,8-9=-2706/0,9-10=-2706/0,10-11=-1197/0 BOT CHORD 19-21=0/1933,18-19=0/3178,17-18=0/3842,16-17=0/3842,15-16=0/3842,14-15=0/3271, 13-14=0/2091 WEBS 1-21=0/1325,2-21=-1261/0,2-19=0/897,4-19=-796/0,4-18=0/531,5-18.713/0, 11-13=0/1448,10-13=-1243/0,10-14=0/836,8-14=-768/0,8-15=0/499,6-15=-659/20 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. , A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MPTEK REFERANCE PAGE MI-7473 nv.10/13/2015 BEFORE USE. Mil Design valid for use only with MllelaS connectors.INs design Is based only upon parameters shown,and is for an IndMdual building component not a truss system.Before use,the balking designer must verify Ste applicability of design parameters and properly incorporate this design 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 MiTek" is always required for stability and to prevent collapse with pose ble personal injury and property damage. for general guidance regardIng the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 QuaNly Criteria,058.89 and SCSI Building Component 6904 Parke East Bird. Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tempa.FL 33610 Job Truss Truss Type Qty Ply T9071531 10520T0 F07 GABLE 1 1 _ Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 r 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:53:23 2016 Page 1 ID:OS7VY55ZG2cyehlmUFHn6Hz7_W L•80yTrOUYJOvK5uMMYCggX6mp1 OBLEdJx_2ZEzPywgDg 0.1 8 Scale=1:18.5 3x4 I 1 2 3 4 5 6 7 8 9 10 • • ,-- ._____0. Li 4 • —a--- O 1 1 1 ...................................... :::s:::s::=:::sss:OZ:ss•.•.•.M.•.•.❖.4:❖:+:❖:•:b❖:•:•:%❖:,:•:❖:•:❖:4:•:❖:•:•:❖:•*•:❖:•:%::•:::::❖:•:•:❖:•:::::::4:•:•:•:4: 19 18 17 16 15 14 13 12 11 3x4- 3x6- 1-6-12 2-10-124-2-12__ -, -_ 5-6-12 6-10-12 8-2-12 9-6-12 10-10-12 1-3-p 1-6-12 I 1-4-0 1-4-0 I 1-4-0 1 1-4-0 I 1-4-0 I 1-4-0 1-4-0 �044I LOADING (psf) SPACING- 2-0-0 CSI. DER. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Ina YES WB 0.03 Horz(TL) 0.00 11 n/a rVa BCDL 5.0 Code F8C2014/TP12007 Matrix-S Weight:52 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(tlat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(tlat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 11-3-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)19,11,18,17,16,15,14,13,12 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3*)nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10103!2015 BEFORE USE. Mill Design valid for use only with Mllek3)connectors.this design Is based only upon parameters shown,and Is for cn hdlvklucl building ng component,not a truss system.Before use,the building designer must verify the applicabllty of design parameters and properly Incorporate this design Into the overall i bxidi ng design. Bracing indicated hMIT bucklingbracing to prevent of Individual truss web and/or chord members only.Additional temporary and permanent acing lei, is always required for stability and to prevent collapse with posslile personal!Nary and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TP11 Quality Crterlo,DSB-89 and BCSI Building Component 6904 Parke East Bird. Safely Information available from Truss Plate institute.218 N.leo Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Ory I Ply i T9071532 10520T0 F08 Floor 1 I1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 r , 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:53:24 2016 Page 1 I D:OS7VY55ZG2cyehlmU FHn6Hz7_W L-cb W r2kVA4h1 Bj2wY6wB33KJuKOO8y0S5DiJnVrywgDf 0-1-8 H 1-3-0 1 at- " 1-2-9 I Q Scale=1:14.0 1.5x3 II 1.5x3 1 1 2 3 3x6= 4 5 6 I Ni 15 — 16 1.5x = • 1.5x3= o • i 1.5x3= 14 -kl 1 . . . • / i • 12 11 10 9 8 1.5x3 II 1.5x3 II 1.10.8 7-5-9 1-10-8 l 5-7-1 Plate Offsets(X,Y)-- 14:0-1.8,Edgel,(6:0-1-8,Edgel,(8:0-1-8,Edgel,(12:0-1-8,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) -0.05 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.63 Vert(TL) -0.08 9-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.00 7 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:45 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(Ilat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=393/0-3-8,7=387/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-13=-412/0,6-7=-428/0,1-2=-428/0,2-3=-428/0,3-4=-543/0,4-5=-489/0,5-6=-489/0 BOT CHORD 11-12=0/428,10-11=0/428,9-10=0/489,8-9=0/489 WEBS 3-11=-348/0,1-12=0/569,6-8=0/621 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3.10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. A WARNING-Vo11y design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Mll-7473 r•v.1Go3rioi5 BEFORE USE. la• Design valid for use only with Mlloldr connectors.this design Is based only upon parameters shown,and Is for an kVAvldrwl building component,not a truss system.Before use,the bolding designer must verify the appltcabllty of design ixxo peters 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. Addlfonal temporary and permanent bracing I MiTek" Is always required for stablity and to prevent collapse with possible personal Wry and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/IPI l Quality C,Herb,DS8-89 and BCSI BuNdIng Component 6904 Parke East Blvd. Safety lntormalton available from truss Plate institute,218 N.Lee Street.Suite 312.Alexardda,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply I 790715331 10520T0 F09 Floor 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 r • 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:53:24 2016 Page 1 ID:OS7VY55ZG2cyehl mUFHn6Hz7_W L-cbW r2kVA4h 1 Bj2wY6wB33KJwlQT7y245DiJnVrywgDf 0-1-8 H 1.3.0 I O, 0 1-3-1 0-1-8 Scale=1:14.0 1.5x3 II 1.5x3 I 1 2 3 3x6= 4 5 6 v • , • • o 15 �I 16 • N1.5 1.5x3= v 14 —.'_. – • I 13 12 10 9 8 1.5x3 I'. 1.5x3 II 1.8.8 1110:0 7-5-9 1.8.8 -1.8 5-7-9 l Plate Offsets(X,Y)-- (4:0-1-8,Edge],[6:0.1-8,Edge],[8:0.1-8,Edge],j12.0.1_8,Edg_e] LOADING(psf) i SPACING- 2-0-0 I CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.36 Vert(LL) -0.02 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.31 Vert(TL) -0.03 9-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.00 rVa n/a BCDL 5.0 Code FBC2014/fP12007 Matrix-S Weight:45 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 7=269/0-3-8,11=511/0-3-8 Max Horz 7=-160(LC 4),11=160(LC 4) Max Gray 7=289(LC 4),11=511(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 6-7=-305/0,4-5=-317/0,5-6=-317/0 WEBS 3-11=-518/0,3-10=0/270,6-8=0/401 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise Indicated. 3)Non Standard bearing condition. Review required. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mf1•7473 rev.10/03/2015 BEFORE USE. INEll Design valid for use only with MIIekb connectors.This design is based only upon parameters shown.and is for an IrrdMdual budding comrxmeni,not a tr ss system.Before use,the Minding designer must verily the oppllcab8ly of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent budding of IndMdual truss web and/or chord members only.Additional temporary and permanent tracing MIR*" Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regcscl ng the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1Pl1 Quilty Criteria,DU-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandra,VA 22314. Tampa.FL 33610 Job ITruss Truss Type Oty Ply T9071534 10520T0 1F10 Floor Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 1 ' 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:53:25 2016 Page 1 I D:0S7VY55ZG2cyeh lmUF Hn6Hz7_W L-4n4DF3W or?92LCVIgdi lcXr4JgIAhOI ESM2L 1 HywqDe 0-1-8 1-3-0I 1.4 1 l 0-i 8 Scale=1:14.2 1.5x3_ 1.5x3- 4x6 I I 3x6 i I 3x6 II Special 5x6= 3x6 ! 4x6 i t 1 2 3 15 4 5 6 • I • • • Y I 1.5x3 1 • NN.,— • • • • _ •—N\NN — 7 I • 14 • • • ♦ 12 11 10 9 8 3x6 7 I I 3x4= 1.5x3 I I 3x4= 3x4 II 3x4= 1.5x3 II 5-7-18• _ 7-7-1 I- 5-7-1 -1• 1•�0 8 I Plate Offsets(X,Y)-- [1:0-1-8,0-0-8],[4:0-3-0,Edge],[5:0.3.0,0-0-0],[6:0-3-0,Edge],[6:0-1-8,0.0.8],[8:0-1-8,Edgej,[12:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid i PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.43 Vert(LL) -0.04 10-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.58 Vert(TL) -0.07 10-11 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.45 Horz(TL) 0.01 7 n/a Na BCDL 5.0 Code FBC2014/TPI2007 Matrix-S L Weight:55 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:7-8. REACTIONS. (lb/size) 13=481/0-3-8,7=549/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-13=-506/0,6-7=-568/0,1-2=-708/0,2-3=-709/0,3-4=-785/0,4-5=-711/0,5-6=-711/0 BOT CHORD 11-12=0/709,10-11=0/709,9-10=0/711,8-9=0/711 WEBS 4-9=-319/0,1-12=0/900,2-12=-438/0,6-8=0/943,5-8=-283/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)CAUTION,Do not erect truss backwards. 4)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)224 lb down at 4-9-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 5)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 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Verl:7-13=-10,1-6=-100 Concentrated Loads(Ib) Vert:15=-224(B) V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MEEK REFERANCE PAGE M11.7473 rev.16032015 BEFORE USE. Design valid for use only with MIIekSI connectors.Itis design Is based only upon parameters shown,and is for an individual building component,not ' a tnas system.Before use,the biikling designer must verity the applicability of design parameters and properly Incorporate this design Into the overall bulling design. Bracing Indicated is to prevent budding of IrxMvidual truss web and/or chord members only. Additional temporary and permanent bracing MiTekC Is always required for stability and to prevent collapse with possible personal tnluy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1Pl i Quaity Criteria.DSB-89 and SCSI Budding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexanr*la,VA 22314. _— --- Tampa,FL 33610 Job Truss Truss Type Qty Ply T9071535 10520T0 F11 Floor 2 1 Job Reference(optional) I Building Component Supply, Jacksonville,Fl 32256 / ' 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:53:25 2016 Page 1 ID:OS7VY55ZG2cyehlmU FHn6Hz7_W L-4n4DF3W or?92LCVIgdi IcXr9Eg5LhV H ESM2L 1 HywqDe I 1-3-0 I I 1-4-9 I 3x4 0-1-8 I 3x6= 2 1.5x3 Il 3 1.5x3 I 4 Scale=1:9.4 I o e 1.5x3= O a `r • r 1i 1 .. 1 1 1 3x4= 3x4= B 7 6 3x4 II 3x4= I 479 4.7.9 _ Plate Offsets(X,Y)-- [4:0-1-8,Edge],[6:0-1-8,Edge],[7:0-1-8,Edge],[13:Edge,0-1-8] LOADING (psf) SPACING- 2-0-0 I CSI. DEFL in (lac) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 Vert(LL) -0.01 7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.12 Vert(TL) -0.01 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.13 I Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:28 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-7-9 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=241/Mechanical,5=235/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 1-7=0/274,4-6=0/263 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. la Q WARNING-Verly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*111-7473 rev.10/03/2015 BEFORE USE. Design valid for use only vAth MIlek5 connectors.This design B based only Upon rxearneters shown.and Is for an individual building component,not a Miss system.Below use.the building designer must verify the applicability of design parameters and properly incorporate INs design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional tempxxary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal knhay and property damage. For general ctuklance regarding th e fabrication.storage,delivery,erection and bracing of trusses and truss systems,seoANSt/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informallan available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type I Qty Ply 19071536 10520T0 I F12 Floor Girder I t 1 i Job Reference(optional) . Building Component Supply, Jacksonville,Fl 32256 r 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:53:26 2016 Page 1 ID:0S7VY55ZG2cyehlmUFHn6Hz7_WL-YzebTPXOcJHvyM4xEKDX8lOKODCAQy?OhOouZkywgDd 5x6-- 1-3-0 3x6 L'0.2-0 3x6 i. 5x6 1 9 2 3 10 4 MSH422 MSH422 Scale=1:9.4 ■=.-4 II 1 WW1 '■_■- ■1 .L gki .� �•=1■�.� Ar • 3x4= 3x4 -7-- 8 8 7 6 5 3x4I 3x4 ll 3-5-0 I . 3.5.0 Plate Offsets(X,Y)-- [1:Edge,0.3-0],[3:0-3-0,Edge],[4:0-3-0,,Edge],[6:0-1-8,Edge],[7:0-1-8,Edge],[8:Edge,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 Verl(LL) -0.00 7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.08 Vert(TL) -0.00 6 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.16 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:28 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-5.0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(ilat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=314/Mechanical,5=324/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-30710,4-5=-316/0,1-2=-269/0,2-3=-269/0,3-4=-269/0 BOT CHORD 6-7=0/269 WEBS 1-7=0/343,4-6=0/343 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0.0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Use USP MSH422(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 1-4-0 oc max.starling at 1-1-0 from the left end to 2-5-0 to connect truss(es)to front face of top chord. 5)Fill all nail holes where hanger is in contact with lumber. 6)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 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:5-8=-10,1-4=-100 Concentrated Loads(Ib) Ven:9=-143(F)10=-147(F) a N a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.Id03/20I5 BEFORE USE. , Design valid for use only with MITekc connectors.IFNs design Is based only upon parameters shown,and is tor an kvilvfdual building component,not a taus system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of IndMdual truss web and/cg chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal blur/and property damage. For general gridcrx:e regading the EaBlvd. fabrication,storage,delivery,erection and bracing of trusses6904East Component and truss systems,seeANSI/lPtl Quality Criteria,DSB-89 and BCSI Bulding Compont Tampa.04 ParkeFEast Safely informationRale available from Teas ale Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply T9071537' 10520T0 F13 Floor Girder 1 1 1 _ _ I Job Reference(optional)_______ Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:53:26 2016 Page 1 ID:OS7VY55ZG2cyehlmUFHn6Hz7 WL-YzebTPXQcJHvyM4xEKDX81OEyD8eQWEOhOouZkywgDd 0-1-8 I--i 1 1-3-0 I 1-4-1 Scale=1:116 1.5x3= 3x6 II 3x6 II 3x6 I Special 5x6= 1 2 3 10 4 _ I • 0 • • I it 1.5x3 I 3x4= g 3x4= 7 6 3x4= 3x4 II I 5-10-1 H 5-10-1 Plate Offsets(X,Y)– (1:0-1-8,0-0.8),[4:0-3-0,Edge),(8:0-1-8,Edge) — LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 40.0 Plate Grip IDOL 1.00 TC 0.51 Vert(LL) -0.02 7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.37 Vert(TL) -0.03 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.28 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:41 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-10-1 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=344/0-3-8,5=488/0-3-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-9=-358/0,4-5=-488/0,1-2=-457/0,2-3=-458/0,3-4=-265/0 BOT CHORD 7-8=0/458,6-7=0/458 WEBS 1-8=0/581,2-8=-278/0,4-6=0/345,3-6=-256/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)CAUTION,Do not erect truss backwards. 4)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)295 lb down at 4-9-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 5)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 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:5.9=-10,1-4=-100 Concentrated Loads(Ib) Vert:10=-217(F) 1 , Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1S7473 rev.10'03/2015 BEFORE USE. • Design valid for use only with Mltekui connectors.This design is based only upon parameters shown.and Is for an Individual building component,not a truss system.Before use,the tiling designer must verify the applicability 01 design parameters and properly hi:orporate this design into the overall bulling design. Bracing indicated Is to prevent truckling of individual truss web and/or chord members only. Additk>nai temporary and permanent bracing Miiek• is always required for stability and to prevent collapse with possible personal Injury and property dandle. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSl/IPll Quality Criteria,DSB-89 and BCSI Building Component Tampa.6904rke FEast t Bird. Safety Writable able from Truss Plate institute.218 N.lee Street.Site 312.Alexandria,VA 22314. Job Truss ITruss Type Qty IPly T9071538 10520T0 F14 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 . r 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:53:27 2016 Page 1 I D:OS7VY55ZG2cyeh ImUFHn6Hz7_W L-OAC_glY2NcPma W f 7n2lmhyxV4dZS9RFXvgXR6AywgDc 0.18 Scale.1:21.4 3x4 II 14— 23 4 5 6 7 8 9 10 11 o Y 23,. . L , 1 _ _ _ _ HI _t_ :3 22 21 20 19 18 17 16 15 14 13 12 3x4 -- 3x4 - 3x4 II 1-6-12 2-10-12 4-2-12 5-6-12 6-10-12 8-2-12 9-6-12 10-10-12 12-2-12 12-11-8 1 1-6-12 I 1-4-0 i 1-4-0 1-4-0 I 1-4-0 1-4-0 I 1-4-0 1-4-0 t 4-0 0-& Plate Offsets(X,Y)-- 121:0-1-8,Edge] LOADING(psi) SPACING- 2-0.0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress lncr YES WB 0.04 Horz(TL) 0.00 12 n/a rVa BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:61 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 12-11-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)22,12,21,20,19,18,17,16,15,14,13 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3.10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. 1 , pill- A WARNING-Verifydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mtl-7473 rev.I0/03/201S BEFORE USE. l Design valid for use only wall MITek k connectors.This design is based only upon parameters shown-and is for an isdivk*xol huiding component.not a hues system.Before use,the building designer must verily the al pllcubility of design parameters and properly Incorpxralo 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 injury and property damage. For general grldcnce regarding the fabrication,storage,delivery,erection and bracing of trusses and buss systems.seeANSI/IPI I Dually Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexarddda,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty I Ply T9071539. 10520T0 F15 Floor 11 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:53:27 2016 Page 1 I D:OS7VY55ZG2cyehlmU FHn6Hz7_W L•OAC_glY2NcPmaW 17n21mhyxLf dPX9IrXvgXR6AywgDc 0.1.8 H I__11-3-0 1-10-0 0.1-8 Scale:318"=1' 4x6= 4x6 1.5x3= 1.5x3 II 3x6 FP= 1.5x3= 1 2 3 4 5 6 7 8 9 10 c 22 . 23 c .1 XIN �� �a / Y _ __.. _.___-- Yaaaaaaaaaartl --_._ _ N I - `e._-__.- V' 20 19 18 17 16 15 14 13 12 4x6= 3x6 FP= 1.5x3 II 4x6= _ 18-10-0 1 ' 18-10-0 Plate Offsets(X,Y)-- [1:Edge,0-1.81,12_0-1-8,Edge],[4:0-1-8,Edge],[9:0.1-8,Edge],[10:0-1-8,Edge],[13:0-1.8,Edgej,[15:0-1-8,Edge],[18:0.1.8,Edgej --- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.76 Vert(LL) -0.28 14-15 >787 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.65 Vert(TL) -0.45 14-15 >500 240 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.07 11 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 I Matrix-S Weight:97 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins, BOT CHORD 2x4 SP No.2(tlat)'Except' except end verticals. 11-19:2x4 SP SS(flat) BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 21=1016/0-5-0,11=1016/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-21.1011/0,10-11=-1011/0,1-2=-1036/0,2-3=-2573/0,3-4=-3507/0,4-5=-3883/0, 5-6=-3883/0,6-8=-3514/0,8-9=-2571/0,9-10=-1036/0 BOT CHORD 18-20=0/1954,17-18=0/3161,16-17=0/3883,15-16=0/3883,14-15=0/3816,13-14=0/3169, 12-13=0/1952 WEBS 1-20=0/1338,2-20=-1276/0,2-18=0/861,3-18=-818/0,3-17=0/554,4-17=-715/0, 10-12=0/1338,9-12=-1273/0,9-13=0/862,8-13=-832/0,8-14=0/479,6-14=-425/0, 6-15=-227/474 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10.0.0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. • A WARNwG-Verily dasrgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MS-7473 rev.10103/2015 BEFORE USE. idll Design valid for use only with Mllekm connectors.lints 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 property incorporate This design into the overall [wild design. Bracing to Brac indicated Isprevent budding of Individual truss web and/or chord members only.Additional temporary and permanent bracing Is always reguked for stab8ity and to prevent collapse with possible personal inlay and properly damage. For general guidance regarding the M ITBk fabrication,storage.delivery.erection and bracing of trusses and truss systems.seeANSI/tPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Atexandrkt VA 22314. Tanya,FL 33610 Job Truss Truss Type Ory !Ply T9071540 10520T0 F16 Floor 1 — 1,Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 i i 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:53:28 2016 Page 1 I D:OS7VY55ZG2cyehlmUFHn6Hz7_W L-VMmMu5Yg8wXdCgE KLIG?EATUc 1 i 1 uoOh8KH?ecywgDb 0-1-8 1-3-0 I 2-0-4 0-8-4 1-0.0 0-1r8 I IW=1:31.4 Special 3x6 FP= 3x6= 1.5x3= 3x6= 3x6= 1 2 3 4 5 6 7 8 9 10 1,x ert ' i . 416111h1\-47 51, 24 , • _N��4� ��/ _- 11 N/ 20 Y 22 21 20 19 18 17 16 14 13 12 '11 3x6= 1.5x3 II 1.5x3 II 1.5x3 II 3x6= 3x6 FP= l 12-7-12 1r4 b 4.3 60 ) 1180 44 1O-5 12 -p 12-7-12 Plate Offsets(X,Y)-- [4:0-1.8,Edge],[5:0-1-8,Edge],[8:0-1-8,Edgel,[10:0-1-8,Edgel,[25:0-1-8,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.88 Vert(LL) -0.20 18-20 >742 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(TL) -0.31 18-20 >485 240 BCLL 0.0 Rep Stress Incr NO WB 0.43 Horz(TL) 0.03 11 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:102 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP SS(flat)'Except' except end verticals. 19-23:2x4 SP No.2(tlat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 23=716/0-5.0,11=1207/0-3-0,15=919/0-5-8 FORCES. (Ib)-Max.Comp-/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-23=-713/0,10-11=-1199/0,1-2=-696/0,2-3=-1617/0,3-4=-1925/0,4-5=-1727/0, 5-7=-1033/0,7-8=-650/0,8-9=-729/0,9-10=-377/0 BOT CHORD 21-22=0/1297,20-21=0/1928,18-20=0/1727,17-18=0/1727,16-17=0/1727,15-16=0/650, 14-15=0/650,13-14=0/650,12-13=01711 WEBS 1-22=0/896,2-22=-836/0,2-21=0/446,3-21=-433/0,4-20=-20/304,4-18=-311/0, 7-16=0/796,5-16=-1082/0,5-17=0/378,10-12=0/468,9-12=-464/0,8-13=0/301, 8-14=-255/0,7-15=-665/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. , 4)CAUTION,Do not erect truss backwards. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)824 lb down at 18-6-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 6)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 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert 11-23=-10, 1-10=-100 Concentrated Loads(Ib) Vert 10=-824(F) 1 i i Y WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1111.7473 rev,10531015 BEFORE USE. • Design vdld for use ornly with MI Iekso connectors.this design Is txased only upon parameters=wn.Suri is for an Individual txdldin fl cornponent,not a irra system.Berne use,the txilclxj designer must verity the aPplicci�llty of design paarrs aril propxrly incorporate fink design into the overall txilalng design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporay end permanent bracing MiTek Is always required for stability and to prevent collque with possible personal Injury and property damage. For general guidance regarding the KBxk:atkxn,storage,delivery,erection and bracing of trusses and truss systems.sec-ANSI/MPI l Quality Criteria.DSB-$9 and SCSI Bullring Component 6904 Parke East Bbd. Safety Information available from Truss Plate Insttlute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T9071541 1052010 1F17 Floor :1 1 _ Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 ' 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:53:29 2016 Page 1 ID:OS7VY55ZG2cyehlmUFHn6Hz7_WL-zYKk5RZJuEIUpppWvTnEmN0kLR9IdJJgN OYA3ywgDa 0-1.8 ' 1r 3-i I 2-1-8 I 1-5-8 I 0*�..�8 Scale=1:31.4 Special 3x6= 3x6= 1.5x3= 1.5x3 II 1.5x3 II 3x6 FP= 1.5x3 I 3x6= 1 2 3 4 5 6 7 8 9 10 11 24 iI� , , 1° 259 _,,,\7411 ... _. .. „:1.:::::.:::+x::...x.x.x.x.x.x.:.:.:::*:.:.:.x.x.x.:::.:.:.::..x.x.x.x.x.:.x.:.:÷:.::.:.:.:.:.:.:.:.:.:.:.:.:.:.x÷:::.x::.:::.:.:::::. _ ... 15 14 13 �12 3x6 FP 1.5x3 II 3x6= I 7-0-12 7-6-q— 12-9-0 12-1110.0 18-4-4- 1�10-p 1 7-0-12 0-5-4 5-3-0 0- -0 5-6-4 5.12 Plate Offsets(X,Y)-- [10:0-1-8,Edge],(11:0-1-8,Edge],[15:0-l-8,E0ge1,118:0-1-8,Edge],[20:0-1-8,Edge],[25:0-1-8,0-1-8] I LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ltd 1 PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.56 Vert(LL) -0.02 14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 ' BC 0.37 Vert(TL) -0.03 14 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(TL) 0.01 12 Na Na BCDL 5.0 Code FBC2014/TPI2007 i Matrix-S Weight:102 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:18-20. REACTIONS. All bearings 12-10-0 except(jt=length)12=0-3-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)23,16,22 except 12=1201(LC 1),16=310(LC 9),17=306(LC 10), 21=289(LC 10),18=367(LC 10),20=277(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 11-12=-1198/0,8-9=-595/0,9-10=-595/0,10-11=-367/0 BOT CHORD 16-17=0/430,15-16=0/430,14-15=0/595,13-14=0/595 WEBS 8-16=-308/0,8-17=-369/0,6-18=-266/0,11-13=0/401,8-15=0/327,10-13=-314/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)824 lb down at 18-6-4 on top chord. The design/selection of such connection device(s)Is the responsibility of others. 6)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 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-23=-10,1-11=-100 Concentrated Loads(Ib) Vert:11=-824(F) ita ©WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MlF7473 rev.10N312015 BEFORE USE. Design valid for use only with MIlekZ connectors.this design Is txmsed only upon rxrameters shown,and Is or an Individual bxlding component.not a truss system.Before use,the building designer must verily the a Birk-ri:Ally of design lxxaneters and rxoperly Incorporate this design Into the overall brldng design. Bracing Indicated Is to prevent buckling 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 possble personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Qudlly 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. Tempa.FL 33610 Job I Truss I Truss Type IOty Ply T9071542 10520T0 1F18 i Floor 11 1 I 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:53:30 2016 Page 1 I D:OS7VY55ZG2cyehlmUFHn6Hz7-W L-RIu6Jnaxf XnLRzOiTAITJbZpfrNjMaOzcem6iVywgDZ 0-1-8 H 1-3-0 I 1-0-8 i Ouu t 8 SFAle=1:22.6 Special Special 3x6= 3x6= 3x6= 5x10 MT2OHS= 3x6= 1.5x3 !I 3x4= 5x10 MT2OHS= 3x6= 1 2 3 4 54 6 7 8 16 -- 17 zzz Nyz> \IN: NI-7--- [ • • Id 15 14 13 12 11 10 9 8x10= 6x8- 4x6 II 3x6 II 3x6 II 6x8= 8x10= 0-7-4 12-11-4 13-6-8 I 0-7-4 } --- 12-4-0 -- -1----1 Plate Offsets(X,Y)-- [5:0-1-8,Edge],[6:0-1-12,Edge]J :0-4-O,E ],[12:0-3-0,0-0-0],[13:0-3.0,Edge],[15:0.4.0,Edge],[16:0-1-8 00-1-8],[17:0-1-8,0-1-8] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.91 Vert(LL) •0.09 11-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.87 Vert(TL) -0.30 11-12 >519 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Ina NO WB 0.84 1 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S I Weight:95 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP SS(flat) TOP CHORD Structural wood sheathing directly applied or 4-6-12 oc purlins, BOT CHORD 2x4 SP No.1(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 15=2827/0-3-0,9=2827/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-15=-950/0,8-9=-963/0,2-3=-3722/0,3-4=-5684/0,4-5=-5684/0,5-6=-5456/0,6-7=-3759/0 BOT CHORD 14-15=0/2461,13-14=0/5037,12-13=0/5684,11-12=0/5684,10-11=0/5057,9-10=0/2455 WEBS 7-9=-3024/0,2-15=-3032/0,7-10=0/1769,2-14=0/1711,6-10=-1760/0,3-14=-1784/0,6-11=0/542,3-13-0/866, 5-11=-438/0,5-12=-430/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)824 lb down at 0-3-12,and 824 lb down at 13-2-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 5)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 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:9-15=-10,1-8=-300(F=-200) I Concentrated Loads(Ib) Vert:1=-824(F)8=-824(F) 0 WARNING•Verily dedgn paramitters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MX-7473 rev.10/03/2016 BEFORE USE. mill• Design valid for use only with MI1ek&connectors.This design is based only upon parameters shown.and Is for an Individual building component,not a truss system.Before use.the biking designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated Is to prevent budding of Inrgvldual truss web and/or chord members only.Additional temporary and permanent bracing MITA" Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guldcnce regaling the fabrication.storage,delivery.erection and bracing of trusses and truss systems,seeANSI/TPI1 Qualify Crtierta,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from buss Plate Institute.218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job ITruss Truss Type I Qty Ply T9071543 10520TO I FG01 ROOF SPECIAL GIRDER I1 4 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 ' 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:53:31 2016 Page 1 ID:OS7VY55ZG2cyehlmUFHn6Hz7 WL-vxRUW7bZQrwC37zvOupiro50Ej15?M7gIVfFxywgDY 6-3-1 9-5-0 11-5-0 14-7-9 17-8-7t_____ 21-4-8 I 6-3-1 I 3-1-15 I 2-0-0 f 3-2-9 3-0-13 3-8-1 Scale=1:38.1 Special THD26 THD26 THD26 THD26 THD26 3x6 I I4x12=S nal 3x6 I I 3x6 II 4x10= 6x8= 3x6 I 10x14 MT2OHS= = Pec 1 5x82 3 19 20 4 5 21 THD26 6 7 8 THD26 9 Special M -i I 11 _._ILZ II. 11 N — 8 N 1 Il__-_ ,I 1 I I I .. 11 - 1,!. 16 15 14 13 12 11 10 17 22 23 24 25 26 27 28 29 5x6= THD26 10x14= 3x6 11 10x14MT2OHS= 4x5= THD26 3x6 I THD26 10x14 THD26 3x8 11 THD26 THD26 THD26 THD26 THD26 THD26 6-3-1 9-5-0 11-5-0 14.7-917.9.7 21-4-8 6.3 1 4— 3-1-15 I 2-0-0 { 3-2-9 3-0-13 t 3_8-1 -------- Plate Offsets(X,Y)-- [1:0-2-12,0-2-4],[6:0-3-0,0-2-01,[9_0.6-8;0-5-4]110:0-4-0,0-0-8],[14:0-7-0,0-6-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Vdefl Lid 1 PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.81 Vert(LL) -0.28 13-14 >894 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.87 Vert(TL) -0.50 13-14 >495 180 • MT2OHS 187/143 BCLL 0.0 ' Rep Stress Ina NO WB 0.99 j Horz(TL) 0.04 18 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS 1 Weight:691 lb FT=20% 1— — LUMBER- BRACING- TOP CHORD 2x8 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-9 oc purlins, BOT CHORD 2x8 SP SS*Except* except end verticals. 9-10:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3'Except' 1-17:2x6 SP No.2,1-16:2x4 SP No.1,6-13,6-11,9-11:2x4 SP SS OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 17=10477/0-3-8,18=12181/0-3-8 Max Uplift 17.1080(LC 4),18=-2015(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-17=-9532/928,1-2=-16265/1536,2-3=-16265/1536,3-4=-34567/4428,4-5=-34983/4564, 5-6=-34983/4564,6-8=-17560/2802,8-9=-17560/2802 BOT CHORD 10-18.165/961,9-18=-11220/1850,16-17=-113/1049,15-16=-2982/28977, 14-15.2982/28977,13-14=-4564/34983,12-13=-4563/29856,11-12=-4563/29856, 10-11=-216/1271 WEBS 1-16=-1640/17543,2-16=-425/132,3-16=-14655/1667,3-15=0/925,3-14=-1825/6638, 4-14=-2663/788,5-13=-2076/138,6-13=-116/5884,6-12=-249/1039,6-11=-14113/2021, 8-11=-1965/417,9-11=-2969/1 8696 NOTES- 1)4-ply truss to be connected together with 10d(0.131'x3')nails as follows: Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x8-2 rows staggered at 0.7.0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc,2x8-2 rows staggered at 0-5-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. Attach TC w/1/2"diam.bolts(ASTM A-307)in the center of the member w/washers at 4-0-0 oc. Attach BC w/1/2"diam.bolts(ASTM A-307)in the center of the member w/washers at 4-0-0 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)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=3.0psf;h=25th B=45ft;L=241t;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 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. 8)Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1080 lb uplift at joint 17 and 2015 lb uplift at joint 18. is WARNMIGr'taffy design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MY-7473 rev.10/03/7015 BEFORE USE. Design valid la use only with MiTek®connectors.this design Is based only upon parameters shown,and Is for an Individual folding 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. Bracing Indicated Is to prevent budding of indlvkiud truss web and/or chord members only.A 1di#ond temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with posstle personal In4uy and properly 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. Safety Information available from Truss Rate Inslitute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T9071543 10520T0 FG01 ROOF SPECIAL GIRDER 1 4 Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:53:31 2016 Page 2 I D:OS7VY55ZG2cyehlmU FHn6Hz7_W L-vxR UW 7bZQrwC37zvOupiro5O_Ej 157M7g1 VfFxywgDY NOTES- 10)Load case(s)17,18,19 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 11)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-4-8 oc max.starting at 7-1-0 from the left end to 19-5-8 to connect truss(es)to front face of top chord. 12)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starling at 2-0-12 from the left end to 19-10-4 to connect truss(es)to back face of bottom chord. 13)Fill all nail holes where hanger is in contact with lumber. 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1626 lb down and 321 lb up at 6-1-0 on top chord,and 517 lb down at 10-0-12,517 lb down at 12-0-12,517 lb down at 14-0-12,517 lb down at 16-0-12,and 517 lb down at 18-0-12,and 517 lb down at 20-0-12 on bottom chord. The desigrVselection of such connection device(s)is the responsibility of others. 15)Special hanger(s)or other connection device(s)shall be provided starting at 7-5-8 from the left end to 21-5-8 sufficient to connect truss(es)to front face of top chord. The design/selection of such special connection device(s)is the responsibility of others. LOAD CASE(S) Standard Except: 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-19=-224,9.19=-893,10.17=-10 Concentrated Loads(Ib) Vert:3=-1626 15=-792(B)13=-512(B)11=-512(B)22=-1039(B)23=-792(B)24=-792(B)25=-1039(B)27=-512(B)28=-512(B)29=-512(B) 17)User defined:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-19=-224(F=-100),9-19=-893(F=-100),10-17=-10(F) Concentrated Loads(Ib) Vert:3=-1626 15=-517(B)11—517(B)22=517(B)23=-517(B)24=-517(B)25=-517(B)26=-517(B)27=-517(B)28=-517(B)29_517(B) 18)User defined:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-19=-224(F=-100),9-19=-893(F=-100),10-17=-10(F) Concentrated Loads(Ib) Vert:3=-1626 15=-517(B)11=-517(B)22—517(B)23_517(B)24=-517(B)25=-517(B)26=-517(B)27=517(B)28=-517(B)29=-517(B) 19)User defined:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-19=-224(F=-100),9-19=-893(F=-100),10-17=-10(F) Concentrated Loads(lb) Vert:3=-1626 15=-517(B)11=-517(B)22=-517(B)23=-517(B)24=-517(B)25=-517(B)26=-517(B)27=-517(B)28=-517(B)29=-517(B) 0 WARMING•Verify daa/Qn parameters and READ NOTES ON THIS AND INCLUDED PAH-74T3 MITEK REFERANCE PAGE 7<T3 v.10/03/2015 BEFORE USE. Design valid for use only with Mltekr connectors.This design is based only upon parameters shown.and is lot m i dMdual building component.not , a truss system.Before use,the balding designer must verify the applicability of design Fxuarnetors and properly i corporoie this design into the overall bedding design. Bracing Indicated Is to prevent txrciding of Individual truss web and/or chord members only.Addttorxl temporary and permanent bracing MI lei• is always required for stability and to prevent collapse with possible personal inn ry and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI 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. Tampa.FL 33610 1 1 Job Truss Truss Type Oty 'i Ply T9071544 10520T0 FG02 FLOOR 1 , , _ 1_ 2_Job Reference(optional Building Component Supply, Jacksonville,Fl 32256 • • 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:53:32 2016 Page 1 ID:OS7VY55ZG2cyehlmUFHn6Hz7-WL-N7?tjTbBB923hHY5abKxO0e9Ke2ugVJG3yFCnOywgDX i I 2-8-8 i 5-5-0 I 7-8-4 I 9-11-15 _ 12-1-14 14-5-8 2-8-8 2-8-8 2-3-4 2-3-11 2-1-15 2-3-10 Scale=1:26.0 2x4 II 4x6= 2x4 I i 4x6= 4x10= 1 4x10- 2 3 4 4x5= 5 6 7 • -----------------:-------._--------:• ---------7------::::----i- • 1 , 1 i 15 13 16 12 17 II 10 9 7x10= 1' 5x10 MT2OHS II THD46 10x14 = THD46 3x8 II THD46 3x8 I 7x10= THD46 5x10 MT2OHS II THD46 THD46 THD46 2.8.8 5-5-0 7-8-4 9.11-15___ 12-1-14 14-5-8___ 2-8-8 —f 2-8-8 i 2-3-4 t 2-3-11 — 2-1-15 2-3-10 Plate Offsets(X,Y)-- [6:0-2-0,0-2-0],[8:Edge,0-3-81,[9:0-3-8,0-4-121,[10:0.5.0,0.4.4],[11:0-4.4,0.1 8],[12:0-4.4,0-1.81__ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.90 Vert(LL) -0.32 11 >536 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(TL) -0.49 11-12 >347 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.82 Horz(TL) 0.06 8 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS ' Weight:1541b FT=20% 1 LUMBER- BRACING- TOP CHORD 2x4 SP SS TOP CHORD Structural wood sheathing directly applied or 2-9-1 oc purlins, BOT CHORD 2x6 SP SS except end verticals. WEBS 2x4 SP No.3`Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-13,3-13,7-9,4-10,6-10:2x4 SP No.1 REACTIONS. (lb/size) 14=3873/0-5-8,8=4629/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-3270/0,1-2=-8557/0,2-3=-8557/0,3-4=-14422/0,4-5=-12326/0,5-6=-12326/0, 6-7=-7609/0,7-8.-3418/0 BOT CHORD 13-14=0/537,12-13=0/14422,11-12=0/14422,10-11=0/14422,9-10=0/7609,8-9=0/454 WEBS 1-13=0/8563,3-13=-6279/0,6-9=-2196/0,7-9=0/7830,3-12=0/1879,4-11=0/963, 4-10=-2538/0,6-10=0/5160 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 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-6-0 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 floor live loads have been considered for this design. 4)All plates are MT20 plates unless otherwise indicated. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)Use USP THD46(With 16d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starling at 2-0-0 from the left end to 14-0-0 to connect truss(es)to front face of bottom chord. 7)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-7=-100,8-14=-10 Concentrated Loads(lb) Vert:9=-992(F)11=-992(F)10=-992(F)15=-992(F)16=-992(F)17=-992(F)18=-995(F) , Mill A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 6111-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MllekSS connectors.This design Is based only upon parameters shown.and Is 1 x an individual balding component.not a truss system.Before use,the bulking designer must verify the applicablity of design parameters and property incorporate this design into the overall balding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temp nary said permanent tracing MiTek is always required for stability and to prevent collapse with possible personal!Flury and property damage. for general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,058-89 and SCSI BuNding Component 6904 Parke East Blvd. Safely Information available from Truss Plate institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 1 Job ;Truss Truss Type `Qty Ply 19071545 I 10520T0 i FTO1 ROOF SPECIAL 4 1 _ , Job Reference(optional) 1 Building Component Supply, Jacksonville,Fl 32256 ' 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:53:33 2016 Page 1 ID:OS7VY55ZG2cyehlmUFHn6Hz7 WL-rJZFxocpySAvIR7H8JrAxDBJS2OuZ_HQ1c_mJgywgDW 4_-9-0 9-6-0 11-6-0 16-2-0 21-4-8 f___ 4-9 0 i 4-9 0 2-0 0 4-8 0 I 5 2-8 I Scale=1:37.0 4x6= 2x4 1 3x6= 4x5= 4x5= 2x4 I 5x12= 4x6= 1 17 2 3 18 4 5 19 6 7 cm ri_________________----- 16 N I 1,3 iX 13 12 11 10 9 8 2x4 !; 5x12_ 2x4 II 2x4 I 3x8 MT2OHS= 8x8= 3x4 II 4-9-0 9-6-0 11-6-0 16-2-0 21-4-8 I— 4-9-0 1 4.9-0 I 2-0-0 I — 4.8.0 f — 5 2 8 I Plate Offsets(X,Y)-- [7:0.3.8,0-3-0],[9:0-2-0,0-2-8],[13:0-6-0,0-2-12] _ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud 1 PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 1.00 Vert(LL) -0.22 11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.91 Vert(TL) -0.35 11 >729 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress!nor YES I WB 0.64 Horz(TL) 0.05 16 n/a n/a I BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Weight:108 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.1.12 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3'Except' BOT CHORD Rigid ceiling directly applied or 8-6-11 oc bracing. 1-13,4-13,5-9,7-9:2x4 SP No.2 OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 14=1159/0-5-8,16=1110/0-3-8 Max Uplift 14=-203(LC 8),16=-196(LC 9) FORCES. (Ib)-Max.Comp-/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-1126/213,1-2=-2130/366,2-4=-2130/366,4-5=-2988/479,5-6=-2266/393, 6-7=-2266/393 BOT CHORD 12-13=-479/2988,11-12=-479/2988,9-11=-479/2988,8-9=-57/321 WEBS 1-13=-390/2270,2-13=-505/147,4-13=-939/225,6-9=-506/146,5-9=-793/203, 7-9=-368/2127 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=3.Opsf;h=25ft;B=45f1;L=24ft;eave=oft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 20-9-4 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)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 20.0psf 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 joints)16 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 203 lb uplift at joint 14 and 196 lb uplift at joint 16. A WARNING-WWI),design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2016 BEFORE USE. Design valid for use only with Maeke connectors.this design is bed only upon parameters shown.and Is for an krdMdual building component,not MI. a truss system.Before use,the building designer must verify the applicablity of design parameters and properly kncoiporato this design into the overall biking design- Bracing indicated is to prevent budding of individual truss web and/or chord members only.Additional ternpoe y and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. Id general guidance regarding the fabrication,storage,delivery,erection and tracing of trusses and truss systems,seeANSI/TPII Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avdlable from Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria-VA 22314. Tampa.FL 33610 Job !Truss Truss Type Qty Ply T9071546 10520T0 IHJO3 Corner Jack 4 1 I Job Reterencejoptional) BuildingComponent Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:53:33 2016 Page 1 ID:OS7VY55ZG2cyehlmUFHn6Hz7WL-rJZFxocpySAvlR7H8JrAxDBYH2cIZ8HQIc_mJgywgDW I 2-6-3 I 2-6-3 Scale=1:9.5 3.54 12 3 3x2 i o4 v n 1N - o da1 • 4 3x5 II 2.6.3 --_- F — 2-5-13 I Plate Offsets(X,Y)-- 11:0-2-0.0-4-8) -- -- ----------- -- LOADING (psi) SPACING- 2-0-0 CSI. I DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 I Vert(LL) -0.00 9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(TL) -0.00 9 >999 180 BCLL 0.0 * Rep StressIncr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS I Weight:101b FT=20°k LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 1=113/0-7-0,3=55/Mechanical,4=28/Mechanical Max Horz 1=21(LC 12) Max Uplift 1=-6(LC 12),3=-18(LC 12) Max Gray 1=113(LC 1),3=55(LC 1),4=36(LC 3) 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.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft eave=4f1;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3).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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 6 lb uplift at joint 1 and 18 lb uplift at joint 3. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MWTEK REFERANCE PAGE MII-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MITek2 connectors.This design Is based only upon parameters shown.and Is for an IndMdual bufdkig component,not a truss system.Before use,the building designer must vedry the appilcabIlty of design parameters and properly kvcortstate this design Into the overall balding design. Bracing indicated Is to prevent budding of individual truss web and/or chord members only.Addkonal temporary and permanent bracing MiTek" Is always required for staMity and to prevent collapse with pasdble personal injury and property damage. For general guidance regarding the fabrication-storage,delivery,erection and bracing of tnsses and truss systems,seeANSI/TPt1 Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avdlable from truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply T9071547 10520T0 J02 Jack-Open 6 1 Job Reference(optional) ; Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:53:34 2016 Page 1 ID:OS7VY55ZG2cyehlmUFHn6Hz7_W L-J W 7d88dRj mlmwbhTiONPT Rjj ESxZIbXZW GkJrGywgDV 2-0-0 2-0-0 Scale=1:10.1 2 5.00IT2 1 -.41‘1 .R4 14 3 411 3x5 11 2-0-0 2-0-0 PlateOffsetsjX,Y)-- [1:0-2-4,0-0-14] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(TL) -0.00 6 >999 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=49/Mechanical,3=30/Mechanical,1=79/0-5-8 Max Horz 1=24(LC 12) Max Uplift 2=-17(LC 12) Max Gray 2=49(LC 1),3=36(LC 3),1=79(LC 1) 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.Opsf;BCDL=5.Opsl;h=25ft;B=45tt;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)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.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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 17 lb uplift at joint 2. Q WARNING-Vitrify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ABI-7473 rev.10/0312015 BEFORE USE Design valid for use only with MI1ek49 connectors.Ibis design Is based only upon parameters shown,and Is for an individual buldksg component,not a truss system.Before use,the!wilding designer must verily 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 MiTek' is always reputed for stability and to prevent collapse with possible personal inlay and property damage. For general gad<nce regarding the fabrication,n,storage.delivery,erection and bracing of trusses and truss systems,seeANSl/IPI I Quilty Criteria,DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Inlormatlon available from truss Plate InstItute,218 N.Lee Street.Stile 312.Alexandria.VA 22314. Tampa,Fl.33610 Job (Truss Truss Type Qty Ply T9071548 10520T0 IJO2A Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 ' ' 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:53:34 2016 Page 1 ID:OS7VY55ZG2cyehlmUFHn6Hz7_W L-JW 7d88dRjmlrnwbhTiONPTRjj5SxlIbXZWGkJrGywgDV 2-0-0 2-0-0 2x4 I Scale=1:10.1 2 N I I 3 4 2x4 II 2-0-0 2-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loe) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) -0.00 3-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 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=74/0-5-8,2=53/Mechanical,3=21/Mechanical Max Uplift 4=-16(LC 8),2=-23(LC 8) Max Gray 4=74(LC 1),2=53(LC 1),3=36(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opst;h=25ft;B=4511;L=24ft;eave=4fh Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)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)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 16 lb uplift at joint 4 and 23 lb uplift at joint 2. � I V WARNING-Verify design paraiwOors end READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE MII-7473 rev.70N3/2015 BEFORE USE. Mll Design valid for use only with Mllek®connectors.this dodge Is based only utxxt parameters shown,and Is for an IrsdMdual building component,not a truss system.l3eloro use,the bulling designer must verify the appllcabltN of design parameters and properly incorixrate thls design Into the overall building design. Brachci 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 properly damage. For general guidance rega c ng the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria,03849 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Sheet.Suite 312,Alexandria.VA 22314. Tampa-FL 33610 IJob Truss Truss Type Oty Ply T9071549 10520T0 J04 Jack-Open 1 1 Job Reference(optional)_ Building Component Supply, Jacksonville,Fl 32256 • 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:53:35 2016 Page 1 ID:0S7VY55ZG2cyehlmUFHn6Hz7--W L-nih?MUe3U4QdYkGgFjueOeGq WsFml2nilwTsOiywgDU f — 4-0-0 4-0-0 Scale=1:14.2 2 5.00 FY , 7 ce bN 1 a • 3 3x5 1 i 4-0-0 aQo Plate Offsets(X,Y)– [1:0-2-4,0-0-141_ LOADING (psi) SPACING- 2-0-0 CSI. I DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 I Vert(LL) 0.02 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(TL) -0.03 3-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 1 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=102/Mechanical,3=55/Mechanical,1=157/0-5-8 Max Horz 1=47(LC 12) Max Uplift 2=-36(LC 12),1=4(LC 12) Max Gray 2=102(LC 1),3=72(LC 3),1=157(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1) OTES1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=251t;B=45ft;L=2411;eave=411;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-11.4 zone;C-C for members and forces&MWFRS 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 tit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 36 lb uplift at joint 2 and 4 lb uplift at joint 1. Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mg-7473 rev.10/032015 BEFORE USE. Design valid for use only with Mllekati connectors.This design Is based only upon parameters shown,and Is for on kviMduol building component,not a truss system.Before use,the T x/king designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracfg Indicated Is to prevent twirling at Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse wtih possble personal injury and properly damage. I or ly rxeral guidance regarding the fabrication.storage,delivery,erection and tracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety InformaMon available horn Truss Plate institute-218 N.Lee Street.Suite 312.Alexandra.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T9071550 10520T0 J06 Jack-Open 26 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 ` ' 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:53:35 2016 Page 1 ID:OS7VY55ZG2cyehlmUFHn6Hz7_W L-nih?M Ue3U4QdYkGgFjueOeGmnsB912nilwTsOiywgDU 6-0-0 6-0-0 Scale=1:18.2 2 5.00112-- 8 .00 128 cn 7 Al A 3 3x5 I I i — 6-0-0 6-0-0 Plate Offsets(X,Y)-- 11:0-2-4,0.0-141 LOADING(psi) SPACING- 2-0-0 ( CSI. DEFL. in (hoc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.07 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.17 3-6 >411 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 1 n/a rile BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:20 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. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=157/Mechanical,3=80/Mechanical,1=237/0-5-8 Max Horz 1=71(LC 12) Max Uplift 2.56(LC 12),1=-8(LC 12) Max Gray 2=157(LC 1),3=110(LC 3),1=237(LC 1) FORCES. (lb)-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.Opsf;BCDL=5.Opst h=251t;B=45ft;L=2411;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Intetior(1)3-0-0 to 5-11-4 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 fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 56 lb uplift at joint 2 and 8 lb uplift at joint 1. A WARNING-Verily dsalgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7471 rev.10/032015 BEFORE USE. Design valid for use only with Miloka connectors.This design Is based only upon parameters shown,and Is for an individual balding component,not a truss system.Before use,the bullring designer must verify the ap IIcab lly of design paarneters 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* k always requked for slabllty and to prevent collapse with possible personal Injury and property damage. for general guidance warring the fabrication.storage.delivery-erection and bracing 01 trusses and truss systems,seeANSI/IPI l Quality Criteria,DSB-89 and BCS1 Budding Component 6904 Parke East Blvd. Sdey Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty [Ply 1052010 JO6A Jack-Open 3 19071551 1 ,Job Reference(optional Building Component Supply, Jacksonville,Fl 32256 • 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:53:36 2016 Page 1 I D:OS7VY55ZG2cyehlmUFHn6Hz7 W L-GuFNZgfiFNYU9urspRPuYspzBFT6mVKs_aDQw9ywgDT 4-0-0 6-0-0 4-0-0 2-0-0 Scale=1:15.5 4x5= 2 3 y 5.00 12 t 9 e9 N 1 � 1 ( 1 ♦ 52x4 11 4 • 3x5 I I 4-0-0 6-0-0 4-0-0 --- t 2-0-0 Plate OffsetJX,)-- [i:0-2-0,0-0-14]_ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.11 5-8 >635 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.25 5-8 >286 180 BCLL 0.0 * Rep Stress Incr YES WB 0.05 Horz(TL) 0.12 3 rl/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:22 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 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 3=58/Mechanical,4=179/Mechanical,1=238/0-5-8 Max Horz 1=48(LC 12) Max Uplift 3=-27(LC 8),4=-17(LC 12),1=-17(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced root 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=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-0-0,Exterior(2)4-0-0 to 5-11-4 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)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)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 27 lb uplift at joint 3,17 lb uplift at joint 4 and 17 lb uplift at joint 1. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design volki for use only with MITek19 connectors.INs design Is based only upon parameters shown.and Is for an kxiisldual building component.not a truss system.Before use,the bulking designer must verily 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 Milek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general gukknce regarding the iabricafkn,storage.delivery,erection and bracing of trusses and tnrss systems.seeANSI/lP11 Quality Cr terta,DSB-89 and SCSI BuNdtng Component 6904 Parke East Blvd. Safely Informallon available from Truss Prate Institute.218 N.tee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss j Truss Type I Ory I Ply I T9071552 10520T0 TO1 i ROOF SPECIAL GIRDER 11 _! --___ __ _ 1 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 ' 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:53:40 2016 Page 1 ID:0S7VY55ZG2cyehlmUFHn6Hz7_W L-8gUuPCICJc2weW9d2HTgjizXjtooiBESvBBd3wywgDP 6-0-0 11-5-10 16-9-8 22.1.6 27.7.0 29-11-0 33-7-0 6-0-0 -- f 5510 5-3-14 f 5-3-14 1 5-5-10 f 2-4-0 3-8-0 I Scale=1:68.0 NAILED NAILED NAILED 2x4 I NAILED NAILED NAILED NAILED 7x10= 7x10 5.00 12 4x5= NAILED 3x6= 4x5= NAILED NAILED NAILED NAILED NAILED NAILED 2 22 23 24 3 25 26 27 28 4 5 29 30 31 6 32 3334 7 6x6= 2x4 II 21 a. all in Inn Ii nn g nwl in n Q in I, '-id. 8 9 35 i a i a 1 1 . Ida ' i Ifi � 47,N _4.---d-..--__..-- -- ----r------ fir m----.. - Ili ---.1IL---_ • 36 37 17 38 39 1615 40 41 14 42 43 1312 44 45 11 46 47 10 5x6 II NAILED NAILED 2x4 l NAILED 3x8 MT2OHS= 4x10= NAILED 4x5= NAILED 4x5= NAILED NAILED 4x5= NAILEDNAILED 4x5 z: NAILED NAILED NAILED 3x8 MT2OHS= NAILED NAILED NAILED NAILED 6-0-0 11-5-10 16-9-8 22-1-6 27-7-0 29-11-0 33-7-0 6-0-0 1 5-5-10 5-3-14 I 5-3-14 I 5-5-10 1 2-4-0 3-8-0 { Plate Offsets(X,Y)-_j1:0-3.050-0-i o),12•0-4-4 0-2_4jj7:0-4-4 0-2-4l LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.33 14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.82 12-14 >488 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.56 Horz(TL) 0.16 10 n/a ria BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:333 lb FT=20% I LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-9 oc purlins, BOT CHORD 2x4 SP No.1 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. (ib/size) 10=2671/0-5-8,1=2661/0-5-8 Max Horz 1=44(LC 25) Max Uplift 10=-338(LC 8),1=-349(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-5247/644,2-3=-7354/884,3-4=-8135/965,4-6=-8135/965,6-7=-7306/873, 7-8=-5169/618 BOT CHORD 1-17=-589/4761,16-17=-587/4775,14-16=-856/7354,12-14=-845/7306,11-12=-555/4782, 10-11=-558/4491 WEBS 2-17=0/369,2-16=-303/2955,3-16=-1068/256,3-14=-103/906,4-14=-568/197, 6-14=-107/966,6-12=-1084/269,7-12.325/2865,7-11=0/336,8-11=-21/431, 8-10=-4914/608 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:2x4-1 row at 0-9-0 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=5.0psf;BCDL=5.0psf;h=2511;B=45ft;L=34ft;eave=oft;Cat. II;Exp B;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 338 lb uplift at joint 10 and 349 lb uplift at joint 1. 10)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. LOAD CASE(S) Standard 1 a WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIh7473 rev.10/03/2016 BEFORE USE. I Idt I Design valid for use only with Mitek@:connectors.this design Is based only upon parameters shown.and Is for m ItxiMdual building component,not I a truss system.Before use,the txriaing designer must verily the oppllcabilty of design parameters and prof'oily incorporate orate Ihis design Into the overall , building design. &achg Indicated is to prevent buckling of Individual truss web aril/or chord members only.Additional kxnpora ry and permanent bracing IMiRek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the labdcalbn,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TP11 Quality Crltarla,OSB-89 and BCSI Building Component 6904 Parke East Bird. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Nexan dda,VA 22314. I Tampa.FL 33610 Job Truss Truss Type .Qty Ply 10520T0 TO1 ROOF SPECIAL GIRDER 1T9071552 n G I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 -r 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:53:40 2016 Page 2 ID:OS7VY55ZG2cyehlmUFHn6Hz7_W L-8gUuPCiCJc2weW 9d2HTgjizXjtooiBESvBBd3wywgDP LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Veil:1-2=-60,2-7=-60,7-8=-60,8-9=-60,10-18=-20 Concentrated Loads(lb) Vert:2=-97(B)5=97(B)7=-97(B)15=-60(B)17=-60(B)11=-60(B)13=-60(B)22=-97(B)24=-97(B)25=-97(B)27=-97(B)28=-97(B)29=-97(B)31=-97(B)32=-97(B) 34=-97(B)36=-227(B)37=-159(B)38=-60(B)39=-60(B)40=-60(B)41=-60(B)42=-60(B)43=-60(B)44=-60(B)45=-60(B)46=-159(B)47=-221(B) pg WARNR G-Verity design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. , Design valid for use only with Mlielrto connectors.Ns design Is based only upon parameters shown.and Is for an I ndMdual txrlding component,not a truss system.Before use.the building designer must vent'the applicability of design parameters and properly incorporate this design Into the overall biding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional lemporay and furrmanent 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/TPI1 Quality CrVeda,DSB-89 and SCSI Bulding 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 I Ply T9071553, 1052010 T02 Roof Special 1 1 Job Reference(optional) I Building Component Supply, Jacksonville,FI 32256 ' • 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:53:41 2016 Page 1 ID:OS7VY55ZG2cyehlmUFHn6Hz7.WL-cs2GcYig4wAnGfkgc_?3FvWhQG8MRfeb7rwBbMywgDO 7.10.15 _ 13-8-4 19-10-13 25-8-1 31.9.8 33-7-0 I 7-10-15 { 5-9-5 — 6-2-9 f 5-9-4 I 6-1-7 i 1-9-8 I Scale=1:60.5 7x10= 2x4 I, 7x10= 5.00171-2- 4x5= 3x6= 2 21 rat 2g,„ 23 3 mi 4 5 24 ,25 5, 26 6 Tn ° 2x4 11 r n 19 20 27 77x6 I( 8 !r • n to 1 I , Vii`" (, 01> 15 14 13 12 t1 10 9 5x6 11 2x4 I 3x8 MT2OHS 4x10- 3x6_ 2x4 I 7x14 MT2OHS- 4x5= 7.10.15 16-9-8 19-10.13 2581 31-9-8 33-7-0 I . 1 i- I 1-- -I 7.10.15 5-9-5 ' 3-1.4 3.1.5 5.9-4 6.1-7 1.9.8 Plate Offsets(X,Y)-- [1:0-2-8,0-1-10],[2:0-5-6,Edge],j4:0-2-14,0-1-81,[6:0-5-6,Edge],[7:0-3.4,0.3.0] LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.29 10-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.75 12-13 >533 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.49 Horz(TL) 0.16 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:156 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals,and 4-6:2x4 SP No.1 2-0-0 oc purlins(2-2-0 max.):2-6,7-8. BOT CHORD 2x4 SP No.1 'Except` BOT CHORD Rigid ceiling directly applied or 7-8-14 oc bracing. 11-14:2x4 SP No.2 WEBS 2x4 SP No.3*Except* 8-9:2x4 SP No.2 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 9=1337/0-5-8,1=1337/0-5-8 Max Horz 1=42(LC 11) Max Uplift 9=-148(LC 12),1=-147(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2678/507,2-3=-3319/663,3-5=-3316/660,5-6=-3316/660,6-7=-2596/496, 7-8=-294/0 BOT CHORD 1-15=-438/2408,13-15=-441/2403,12-13=-583/3319,10-12=-418/2341,9-10=-415/2346 WEBS 7-9=-2517/529,3-13=-424/153,5-12=-420/157,2-13=-183/1163,6-12=-206/1228 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.Opsf;h=25tt;B=45ft;L=34tt;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterlor(2)0.0-0 to 3.4-5,Interior(1)3-4-5 to 7-7-12,Exterior(2)7-7-12 to 29-3-9,Interior(])29-3-9 to 31-9-8 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 20.0psl 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 148 lb uplift at joint 9 and 147 lb uplift at joint 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 1 � A WARNING-Verify design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1O.V4901S BEFORE USE. NI Design valid for use only with Mllekt connectors.Ibis design k based only upon rxsomelers shown.and Is for an Individual building component,not a truss system.Before use,the building designer must verily the applicability of design parameters axxi property Incr>rrorate this design into the overall building design. Bracing Indicated is to prevent budding of Individual truss web aril/or chord members only.Additional temporary and permanent bracing MiTek' Is always required kg 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,seeANSt/TP11 Quality Criteria,DS13-89 and BCSI Building Component 6904 Parke East Bird. Safety Information available from buss Plate Insltute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type ,Oty Ply T9071554, 10520T0 T03 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 • • 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:53:42 2016 Page 1 ID:OS7VY55ZG2cyehlmUFHn6Hz7 WL-42cfgtjSrDletpJOAiWlo72vigTNA94kMVgk7oywgDN 7-0-0 9-10-15 16-9-8 23-8-1 26.7.0 33-7-0 I 7-0-0 2-10-15 6-10-9 { 6-10-9 2-10-15 I 7-0-0 Scale=1:57.7 7x10= 2x4 I. 7x10= 5.00[12 3 21 22 4 23 24 2x4\\ 6a as rRi rm 6n az 2x4// 2 %� $ 6 20 25 c 19 26 o oro, \ / a 0 I 1 7 _I Tv 12 17 10 9 8 5x6 II 4x5= 3x6= 4x10= 3x6= 4x5= 5x6 II 9-10-15 16.9-8 } 23.8.1 I 33-7-0 I 9-10-15 i 6-10-9 6-10-9 9-10-15 Plate Offsets(X,Y)-- J1:0-2-8,0-1-21,[3:0-5-6,Edgel,(5_0-5-6,Edge1,[7:0-2-8,0-1-21 LOADING(psi) SPACING- 2-0-0 CSI. I DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.20 10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.50 10-12 >805 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.28 Horz(TL) 0.14 7 n/a rVa BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:158 lb _ FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins,except 3-5:2x4 SP No.1 2-0-0 oc purlins(2-11-8 max.):3-5. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-8-3 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1343/0-5-8,7=1343/0-5-8 MaxHorz 1=59(LC11) Max Uplift 1=-148(LC 12),7=-148(LC 12) 1 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2604/551,2-3=-2434/526,3-4=-2805/619,4-5=-2805/619,5-6=-2434/526, 6-7=-2604/551 BOT CHORD 1-12=-449/2325,10-12=-375/2257,8-10=-370/2257,7-8=-443/2325 WEBS 3-12=-4/312,3-10=-149/746,4-10=-493/205,5-10=-149/746,5-8=-4/312 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=5.0psf;BCDL=5.0psf;h=25ft B=45f1;L=34ft;eave=4ft Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-4-5,Interior(1)3-4-5 to 9-7-12,Exterior(2)9-7-12 to 28-8-4,Interior(1)28-8-4 to 33-7-0 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)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.Opsi 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 148 lb uplift at joint 1 and 148 lb uplift at joint 7. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. A WARNING-VWily design paranoias and READ NOTES ON THIS AND INCLUDED MMTEK REFERANCE PAGE MI1-7473 raw.10/032016 BEFORE USE. __ Design valid for use only with MllekD connectors.This design Ls based only upon parameters shown,and is to an Individual bolding component,riot a truss system.Before use,the bulling designer must verify the applicab ity of design parameters and r,rowdy 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 I M ilek' is always required for stability and to prevent collapse with possible personal ttiuy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and trusssystems,seeANSI/1PI I Quality Criteria.DSB-89 arid 6904 Parke East Blvd. SCSI Building Component i Safety Information available trove truss Plate Institute.218 N.Lee Street.Suite 312,NTampa.P.FBest exandra.VA 22314. Job Truss Truss TypeQty Ply I 79071555 10520T0 T04 Hip 1 1 i _ Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:53:43 2016 Page 1 ID:OS7VY55ZG2cyehlmUFHn6Hz7..W L-YFA11 Dk5bXQVVztCjP1 XLKb7y4gKva4ub9PlgFywgDM 6.0.1 -__ ___11-10-15 16.9.8 21-8-1 _ _27-6.15 33-7-0 6-0-1 5-10-14 } 4-10-9 1 4-10-9 t 5-10-14 6.0.1 ' Scale=1:57.9 5x8= 5x8= 4x5 5.00 j 12 3...d. 20 _. 21 22 23 y 4x 24 4x5 19 6 2 1 �^ 25 18 1 _7 d Iiit s II:- 26 11 10 27 9 8 5x6 II 2x4 II 7x10= 7x10= 2x4 II 5x6 II 6-0-1 11-10-15 21-8-1 27-6-15 33-7-0 1 6-0-1 1 5.10.14 1 9.9.2 I -5-10-14 1 6-0-1 Plate Offsets(X Y)-- [1:0-3-0,0-0.6).[3:0-4-0,0-1-12],[5:0-4-0,0-1-12],[7:0-3-0,0-0-6] —. LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/detl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.30 9-10 >999 240 MT20 244/190 ' TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.85 9-10 >474 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.43 1 r Horz(TL) 0.14 7 Na Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:166 lb FT=20% LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-3 oc purlins,except I BOT CHORD 2x4 SP No.1 2-0-0 oc purlins(3-10-1 max.):3-5. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-3-2 oc bracing. WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1343/0.5-8,7=1343/0-5-8 Max Horz 1=-73(LC 10) Max Uplift 1=-148(LC 12),7=-148(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2642/532,2-3=-2280/481,3-4=-2049/479,4-5=-2049/479,5-6=-2280/481, 6-7=-2642/532 BOT CHORD 1-11=-447/2372,10-11=-447/2372,9-10=-393/2265,8-9=-440/2372,7-8=-440/2372 WEBS 2-10=-384/145,3-10=-61/576,4-10=-417/137,4-9=-417/137,5-9=-61/576, 6-9=-384/145 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=5.0psf;h=25ft;B=45ft;L=34ft;eave--4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-4-5,Interior(1)3-4-5 to 11-5-11,Exterior(2)11-5-11 to 26-10-5,Interior(1)26-10-5 to 33-7-0 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)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=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 148 lb uplift at joint 1 and 148 lb uplift at • joint 7. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. . ' mit A WARNING-Vntry design parameter*and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MIt-7473 rev.100312015 BEFORE USE. Design valid for use only with MIIok.'connectors.This design Is based only upon parameters shown,and is for an kr:fividual building component,not a truss system.Before tee,the building designer must verify the applicability of design txxaneters and property Incorporate this design 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 M[Tek- k always required for stability and to prevent collapse with possUle personal Injury and property damage. For general guidance regarding the East Blvd. fabrication,storage.delivery,erection and tracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,0613-89 and SCSI Building Component6904 P.Parke East 0 Safely Information avc>labie from truss Plate Irsstitute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Job Truss Truss Type I Oty Ply T9071556 10520T0 T05 Hip 1 t Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 r • 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:53:44 2016 Page 1 I D:OS7VY55ZG2cyehlmU FHn6Hz7W L-1 RkPFZIjMrYM 77SOH6YmtY8DVU7Tezb1 gp9rChywgDL 7-0-1 13.10-15 19.8-1 — 26.6.15_ 33-7-0 i 7-0-1 I 6-10-14 t 5-9-2 6-10-14 7.0.1 Scale=1:57.8 5x8- 5x8= 1 5.00 12 3liia 24a iii T 4x5 20 23 4x5 2 5 :".• n i9 24 1 6 a — 3 IeI ' --- rei I'R 1 Ia �fI} 12 it 10 9 8 7 5x6 II 2x4 I 3x8 MT20HS r--- 4x5= 2x4 II 5x6 II 4x5 3x8 MT2OHS= 7-0-1 13.10-15I 19-8-1 26-6-15 33-7-0 I I 7-0-1 i 6-10-14 5-9-2 6-10-14 7-0-1 _ Plate Offsets(X,YL [1:0-3-0,0-0-10],[3:0.4-0,0-1-12],[4:0.4-0,0-1-12],[6:0-3-0,0-0.10] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) t/dell Ud l PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.62 10-12 >650 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -0.88 10-12 >458 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Ina YES WB 0.67 Horz(TL) 0.15 6 n/a n/a BCDL 10.0 Code F8C2014/TPI2007 Matrix-MS Weight:153 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,except BOT CHORD 2x4 SP No.2'Except' 2-0-0 oc purlins(2-2-0 max.):3-4. 8-11:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1343/0-5.8,6=1343/0-5-8 Max Horz 1=-86(LC 10) Max Uplift 1=-148(LC 12),6=-148(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2642/516,2-3=-2111/468,3-4=-1891/460,4-5=-2111/468,5-6=-2642/516 BOT CHORD 1-12=-425/2364,10-12=-425/2364,9-10=-273/1892,7-9=-418/2364,6-7=-418/2364 WEBS 2-10=-673/171,3-10=-12/458,4-9=-121458,5-9=-673/171 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.Opsf;h=25ft;B=45ft;L=34ft;eave=411;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-4-5,Interior(1)3-4-5 to 13-5-11,Exterlor(2)13-5-11 to 24-10-5,Interior(1)24-10-5 to 33-7-0 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=10.0psf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 148 lb uplift at joint 1 and 148 lb uplift at joint 6. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. I __ a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev.10/03/2015 BEFORE USE. N• Design valid for use only with MitekO connectors.this design Is bused only upon parameters shown-and Is for an Individual briding component,not a truss system.Before use.the Nikki()designer must verity the applIcabliiy of design parameters and properly Urcoiporate this design into the overall building design. Sra:ktg indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing •MiTekC is always required for stability and to prevent collapse with possible personal miry and property damage. for general guidance regarding the Parke fabrication,storage.delivery,arecti n and bracing of trusses and truss systems,seeANSI/1P11 Quality Criteria,DSB-89 and SCSI BuildingEast Blvd. ding Component 604Tampa. 33610 Safely Information available.Sour Suss Plate institute,218 N.Lee Street.Sults 312.Alexandria.VA 22314. Job Truss Truss Type Oty !Ply T9071557 10520T0 106 Hip 1 I 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:53:45 2016 Page 1 I D:OS7VY55ZG2cyehlmUFHn6Hz7_W L-VdlnSvmL78g DkH 1 brg3?QIgOW uVHNUTB2TuOk7ywgDK 8-0-1 l 15.10-15 17-8-1 I____ 25-6-15 _ �_ __ 33-7-0 8.0.1 7-10-14 ' 1-9-2 7-10-14 8-0-1 Scale=1:58.7 5.00 12 6x12 6x12 1 4 5 3x6-.:---••••••••••••••••••01111.1"0--�1 3x6 31-1ke 2x4 II 2x4 I 7 r n 71iI-. `� I 22 21 i8 _ 1 0 ,., ii? ,e u ,ti.00 to 1 .? 13 23 10 24 9 14 12 11 3x8 MT2OHS= 3x8 MT2OHS= 5x6 11 4x5= 2x4 II 2x4 I' 4x5= 556 8-0-1 15-10-15 117-8-1 25-6-15 l 33-7-0 { 8-0.1 7-10-14 1-9-2 7-10-14 8-0-1 Plate Offsets(X,Y)-- 11:0-2-12,0-0-10),[4:0-3-12,0-3-0],15:0-3-12,0-3-01,18:0-2-12,0-0-10] i I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.30 12-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.62 12-14 >654 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.43 Horz(TL) 0.14 8 Na Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS l Weight:165 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied,except 4-5:2x4 SP No.2 2-0-0 oc purlins(4-2-6 max.):4-5. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-6-11 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1343/0-5-8,8=1343/0-5-8 Max Horz 1=98(LC 11) Max Uplift 1=-148(LC 12),8=-148(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2629/472,2-4=-2645/589,4-5=-1790/419,5-7=-2645/589,7-8=-2629/472 BOT CHORD 1-14=-376/2421,12-14=-206/1791,11-12=-206/1791,9-11=-206/1791,8-9=-371/2356 WEBS 2-14=-481/230,4-14=-229/969,4-12=-34/328,5-11=34/328,5-9=-229/969, 7-9=-481/230 • 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=34ft;eave=Aft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-4-5,Interior(1)3-4-5 to 15-5-11,Exterior(2)15-5-11 to 18-1-5,Interior(1)22.10-5 to 33-7-0 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 148 lb uplift at joint 1 and 148 lb uplift at joint 8. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 1 , ra. a WARNING-Vivify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1411-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mllelar connectors.'Ns design Is based only upon parameters shown-and Is for an Individual building component,not a truss system.BcHore use.the building designer must verify the applicability of design parameters and properly erly Incorporate this design Into the overall Mitek, building design. bracing Indicated Is to prevent buckling of Individual WS!.web and/or chord embers only.For Additional temper regarding and arne�nt bracing 1 is always regaled for stability and to prevent collapse with passbre personalkuksy properly age• g East Blvd.fabrication,storage.delivery,erection and bracing of trusses and tr ss systems-seeANSI/I'PI l Quality Criteria,DSB-86904 9 and BCSI Building Component Tampa,04 ParkeFL Et 0 Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria VA 22314. Job Truss Truss Type i Qty Ply T9071558 10520T0 T07 Common 2 1 _ Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries.Inc. Mon Jul 18 12:53:46 2016 Page 1 I D:OS7VY55ZG2cyehlmUFHn6Hz7_W L-zgr9gFmzuSo3M RcnPXaEyzDd8HrF6sVKH7eyHaywgDJ 5.7.4 11-2-6 16-9-8 22-4-10_ 27-11-12 33-7-0 h- 5-7 4 I 5.7 2 I 5-7-2 + 5.7.2 5-7-2 5-7-4 Scale=1:55.3 5x8= 5.00 12 4 7x10 5 20 21 7x10 3 5 0 At1 r;: r- 2x42x4/i �� ri 2 6 22 19 / \\III4p" 7 1 er0 g =I 12 11 9 8 E� 10 4x5= 3x8 MT2OHS= 4x10- 3x8 MT20HS= 4x5= 5x6 I! 5x6 II 8-4-13 16-9-8 25-2-3 33-7-0 i 8-4-13 I 8-4-11 i 8-4-11 I 8-4-13 Plate Offsets(X,Y)-- f1:0-2-8,0-1-6L(7:0-2-8,0-1-6) LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.18 8-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.53 10-12 >766 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.70 Horz(TL) 0.15 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS j Weight:165 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-8-14 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1343/0-5-8,7=1343/0-5-8 Max Horz 1=-107(LC 10) Max Uplift 1=-148(LC 12),7=-148(LC 12) FORCES. (Ib)-Max.Comp-/Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2659/459,2-3=-2448/423,3.4=-1783/369,4-5=-1783/369,5-6=-2448/423, 6-7=-2659/459 BOT CHORD 1-12=-360/2385,10-12=-269/2062,8-10=-269/2062,7-8=-360/2385 WEBS 4-10=-134/1003,5-10=-652/174,5-8=-2/397,6-8=-251/132,3-10=-652/174, 3-12=-2/397,2-12=-251/132 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=25ft;B=45ft;L=34ft;eave=4lt;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.0-0 to 3-4-5,Interior(1)3-4-5 to 16-9-8,Exterior(2)16-9-8 to 20-1-13 zone;C-C for members and forces&MWFRS for reactions shown;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 148 lb uplift at joint 1 and 148 lb uplift at joint 7. 1 I 0 WARNING-Verity design paramotara and READ NOTES ON THIS ANDINCLUDED NITER REFERANCE PAGE MII-7473 rev.10032015 BEFORE USE. in. Design valid for use only with MilekS connectors.this design is based only upon parameters shown,and is for an in ivkixi building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and Ixop erly incorporate this design into the overall Wok'design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Addtlo nal temporary and permanent bracing is always required for stability and to prevent collapse with pxadile personal injury and property damage. For general guide ce regading the Parke EastBlvd.fabrication,storage,delivery.erection and bracing of trusses a 6904 (rid truss systems.seeANSI/lP11 Quality Criteria,DSB-89 and BCSI Building Component E Safely Information available from Truss Plate institute.218 N.lee Street.Suite 312,Alexandria.VA 22314. Tampa.P.Parke Job Truss !Truss Type Oty Ply 1 T9071559' 10520T0 T08 Common 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:53:47 2016 Page 1 I D:OS7VY55ZG2cyehl mU FHn6Hz7_W L-ROPYtbnbfmxw_aBzyF6TVAmouhAUrJITW nNVpOywgDl 5-7.4 11.2.6 16-9-8 22-4-10 27-11-12-- —33-7-0 5-7-4 } 5-7-2 5-7-2 5-7-2 + 5-7-2 5-7-4 Scale=1:55.5 5x8= 1 5.00 I12 4 illitilir 7x10% 20 21 7x10 3 5 r 2x4�� /141000. 2x4�/ rZ. 2 6 1944\. 22 aiiii1 7 m id 14 12 1110 9 8 4x5= 3x8 MT2OHS= 4x10= 3x8 MT2OHS= 4x5= p:= 6x6 8-4-13 16-9-8 _ 25-2-3 33-7-0 8-4-13 I 8-4-11 I 8-4-11 I 8-4-13 _ Plate Offsets(X,Y)-- [1:0.0-6,0-3.0),[7:0-0-6,0-3-0) _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) l/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.18 10-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.53 10-12 >766 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incl YES WB 0.70 Horz(TL) 0.15 7 n/a Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:165 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-8-14 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1343/0-5-8,7=1343/Mechanical Max Horz 1=-107(LC 10) Max Uplift 1=-148(LC 12),7=-148(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2659/459,2-3=-2448/423,3-4.1783/369,4-5=-1783/369,5-6=-2448/423, 6-7=-2659/459 BOT CHORD 1-12=-360/2385,10-12=-269/2062,8-10=-269/2062,7-8=-360/2385 WEBS 4-10=-134/1003,5.10=-652/174,5-8=-2/397,6-8=-251/132,3-10=-652/174, 3-12=-2/397,2-12=-251/132 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=45f1;L=34ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-4-5,Interior(1)3-4-5 to 16-9-8,Exterior(2)16-9-8 to 20-1-13 zone;C-C for members and forces&MWFRS for reactions shown;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)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 148 lb uplift at joint 1 and 148 lb uplift at joint 7. • WARNING•Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10N3,2015 BEFORE USE. pegt Design valid for use only with Mileke connectors.this design Is based only upon parameters shown.and Is for an IndMdual building component.not a truss system.Before use,the buYdng designer must verity the appllcablity of design parameters and Ixoperly 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 Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and ITUSS systems.sooANSI/IP11 Quality Criteria,DS$-89 and BCSI Building Component ( 6904 Parke East Blvd. Safety Information avdiabie from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 79071560 10520T0 ,T09 Roof Special 1 1 Job Reference(optional)_ Building Component Supply, Jacksonville,Ft 32256 ' 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:53:48 2016 Page 1 ID:OS7VY55ZG2cyehlmUFHn6Hz7_WL-vCzw4xoDQ33nbkmAWydi2OIvJ5XcajUdkR73LSyWgDH 8-0-1 ___ 15-10-15 17-8-1 24_2 4 30-9-8 33-7-0 I_---- 8-0-1 t 7-10-14 1-9-2 I 6-6-3 6-7-4 2-9-8 i Scale=1:59.4 5.00 12 6x12 5x8= - 4 5 3x6 �I Ise 22 3 4x5 2x4 I �� 6 2 n 6x6= 4x6= rb 20 7 8 t7 M 7 1 ' m I- ------- �7 - rn 16 15 23 14 13 12 11 10 9 5x6 I 4x5= 3x8 MT2OHS= 2x4 :1 4x5= 3x6 4x5= 4x6= 2x4 II 8-0-1 15-10-15 17-8-1 24-2-4 30-9-8 33-7-0 8-0-1 I 7-10-14 l 1-9-2 } 6.6-3 + 6.7-4 2.98 Plate Offsets(X,Y)-_ [1_0_2-12,0.0-10],(4:0-3-12,0-3-01,[5:0-4-0,0-1-121,[8:0-2-12,0-2-0],[10:0-2-12 0-2-01 --- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid ! PLATES GRIP TCLL 20.0 1 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.34 14-16 >999 240 MT20 244/190 TCDL 10.0 I Lumber DOL 1.25 BC 0.83 Vert(TL) -0.69 14-16 >581 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.93 Horz(TL) 0.13 9 n/a n/a BCDL 10.0 1 Code FBC2014JTPI2007 Matrix-MS _ Weight:178 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except` TOP CHORD Structural wood sheathing directly applied, except end verticals,and 3-4,1-3:2x4 SP No.1 2-0-0 oc purlins(3-11.9 max.):4-5,7-8. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-4-1 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 9=1337/Mechanical,1=1337/0-5-8 Max Horz 1=92(LC 11) Max Uplift 9=-149(LC 12),1=-147(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2611/454,2-4=-2620/564,4-5=-1669/399,5-6=-1889/403,6-7=-2446/433, 7-8=-2138/342,8-9=-1306/225 BOT CHORD 1-16=-396/2331,14-16=-236/1669,13-14=-236/1669,11-13=-352/2199,10-11=-367/2253 WEBS 2-16=-483/220,4-16=-215/976,4-14=-41/289,5-13=-65/473,6-13=-719/158, 6-11=0/288,7-10=-1168/259,8-10=-386/2440 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=34ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-4-5,Interior(1)3-4-5 to 15-5-11,Exterior(2)15-5-11 to 18-1-5,Interior(1)21-5-10 to 30-9-8 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.Opst. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 149 lb uplift at joint 9 and 147 lb uplift at joint 1. 9)Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MN-7073 rev.10/032015 BEFORE USE. ' Design valid for use only with Woke connectors.this design is bussed only upon parameters shown.and is for an kick/dual banding carol orient rot a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall balding design. Bracing indicated is to prevent budding of Individual Russ web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal tr*,y and property damage. For general guidance regardirxt ti e fabrication storage,delivery.erection and bracing of trusses and truss systems,se©ANSI/IPI l Quality Criteria,DSB-89 and SCSI Butidktg Component 6904 Parke East Bid. Safety Information ave table from Truss Plate Institute,218 N.Lee Street.Stile 312.Alexandria VA 22314. Tampa,FL 33610 !Job Truss Truss Type Qty Ply t 79071561 10520TO T10 Root Special 1 1 j ___ _______ Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 ' 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:53:49 2016 Page 1 I D:OS7VY55ZG2cyehlmU FHn6Hz7_W L-NOXIIHp5BNBeDuLM4g8xabr5gVrnJ8Bmz5sctuywgDG 7-0-1 13-10-15 19-8-1 24-2-4 28-9-8 33-7-0 I 7-0 1 I 6-10-14 --I– — 5.9 2 —' 4-6-3 f 4-7-4 — - 4-9-8 I Scale=1:59.0 5x8= 5x8= 3 20 4 5.00 12 21 4x5 19 5 4x5 p 6x6= 4x6= y `s W ' 6 7 1b 18 �+ aC 22 ce ^ 1 N : (‘111' — 191 /21'' a i91 n 9 14 13 12 11 10 9 8 5x6 I 2x4 II 3x8 MT2OHS= 4x5= 4x10= 2x4 I! 4x5= 3x8 MT2OHS= 7-0-1 13-10-15 19-8-1 28-9-8 33-7-0 i----- 7-0-1 I 6-10-14 I 5-9-2 I— 9-1-7 I 4-9-8 Plate Offsets(X,Y)-- [1:0-3-0,0-0-10],[3:0-4-0,0-1.12],[4:0-4-0,0.1-121,j7:0-2-0,0-2-0],[9:0-2-8,0-2-0] i LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 1 TC 0.79 Vert(LL) -0.62 12-14 >650 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -0.99 9-11 >405 180 MT2OHS 187/143 BOLL 0.0 . j Rep Stress!nor YESWB 0.96 Horz(TL) 0.12 8 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 I Matrix-MS I —_ _ Weight:167 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, 3-4:2x4 SP No.1 except end verticals,and 2-0.0 oc purlins(3-5-2 max.):3-4,6-7. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 10-13:2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 8=1337/Mechanical,1=1337/0-5-8 Max Horz 1=74(LC 11) Max Uplift 8=-150(LC 12),1=-146(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2630/471,2-3=-2093/429,3-4=-1874/424,4-5=-2068/431,5-6=-2614/466, 6-7=-2293/379,7-8=-1301/250 BOT CHORD 1-14=-451/2354,12-14=-451/2354,11-12=-310/1872,9-11=-395/2124 WEBS 2-12=-675/157,3-12=5/448,4-11=-17/511,5-11=-473/141,5-9=-8/421,6-9.1243/281, 7-9=-413/2531 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.Opsi;h=25ft;B=45ft;L=34ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.0-0 to 3-4-5,Interior(1)3.4-5 to 13-5-11,Exterlor(2)13-5-11 to 23-5-10,Interior(1)23-5-10 to 28-9-8 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)Reter to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 150 lb uplift at Joint 8 and 146 lb uplift at joint 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MR-7473 rev.10030015 BEFORE USE. mg Design valid for use only with MllokTh connectors.ills 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 buckNng of Individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek' Is always required for stability and to prevent collapse wtih possible persona hKay and property damage. for general guidance regarcing the fabrication,storage,delivery-erection and txacIng of trusses and truss systems,seeANSI/TPI1 Qualify Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Soley Information avallabie from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T9071562' 10520T0 I T11 Roof Special 1 1 _ 1 Job Reference(optional) I Building Component Supply, Jacksonville,Fl 32256 • • 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:53:49 2016 Page 1 I D:OS7VY55ZG2cyehlmUFHn6Hz7.W L-NOXI IHpsBNBeDuLM4g8xabr5lVtZJ9kmz5sctuywgDG 6-0-1 — — 11.10.15 16-9-8 -_ 21-8-1 26-9-8 33-7-0 —i 6-0-1 5-10-14 4-10-9 4-10-9 5-1-7 6-9-8 Scale=1:59.1 5x8= 4x5= 5x8= e5.00 12 i 18 ._. _ _ 0 .z. 21 r 4x5 17 22 6x6= 4x6= 6 7 1:44 2 ii -- 23 1.;.' 16 ,h M cr1co 12 11 24 25 10 9 8 5x6 I 2x4 I 7x10= 7x10= 4x6= 3x4 I I 6-0-1 11-10-15 21-8-1 26-9-8 33-7.0 1 6-0-1 — I 5-10-14 I 9-9-2 — — f 5 1 7 I 6-9-8 I Plate Offsets(X,Y)=[1:0-3-0,0-0-6113_0_4-0,00-1-121,[5:0.4-0,0-1-12],[7:0.2-4,0-2-0],[9:0-2-4,0-2-0J LOADING (psf) SPACING- 2-0-0 I CSI. DEFL in (loc) 1/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 i TC 0.79 Vert(LL) -0.30 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.87 10-11 >462 180 BCLL 0.0 • Rep Stress Ina YES WB 0.93 Horz(TL) 0.11 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:178 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-1-7 oc purlins, 6-7:2x4 SP No.1 except end verticals,and 2-0-0 oc purlins(2-11-8 max.):3-5,6-7. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-9-10 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 8=1337/Mechanical,1=1337/0-5-8 Max Horz 1=82(LC 12) Max Uplift 8=-152(LC 12),1_144(LC 12) i FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2629/487,2-3=-2267/438,3-4=-2037/439,4-5.2017/434,5-6=-2235/437, 6-7=-2254/430,7-8=-1264/287 BOT CHORD 1-12=-496/2359,11-12.496/2359,10-11=-451/2245,9-10=-441/2299 WEBS 2-11=-384/133,3-11=-51/572,4-11=-407/121,4-10=-429/133,5-10=-52/590, 6-10.357/99,6-9=-986/254,7-9=-466/2441 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.Opsf;h=25ft;B=45f1;L=34ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-4-5,Interior(1)3-4-5 to 11-5-11,Exterior(2)11-5-11 to 25-5-10,Interior(1)25-5-10 to 26-9.8 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.Opst. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 152 lb uplift at joint 8 and 144 lb uplift at joint 1. 8)Graphical purtin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. t 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*44.7473 rev.10/03/2015 BEFORE USE. ith• Desky1 valid for use only with 1v91ek*connectors.this design Is based only upon p arcrneters stawn,and Is for an ksdivklual buiding component.not a truss system.Before use,the tailing designer must verily the applicability of design pxxanxwfors and property Incix{xrrate this design Into the overall building design. ILachg 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 regardhg the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and SCSI Bullring Component 6904 Parke East Blvd. Safety Information available from Truss Rale Institute.218 N.Lee Street Site 312,Alexandria-VA 22314. Tampa.FL 33610 Job Truss I Truss Type Ory Ply 10520T0 T12 Roof Special 1 1 T9071563 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:53:50 2016 Page 1 ID:OS7VY55ZG2cyehlmUFHn6Hz7 WL•rb5gVdpUyhJVr2wYeNIA7pOG7vCF2gbwCIc9OLywgDF 7-0-0 9-10-15 16-9-8 23-8-1 24-9- 28-9-4 33.7.0 f - — 7.00 2-10-15 — 6-10-9— + {6-10-9 1-1-7� 3-11-12 4-9-11 i Scale=1:59.0 7x10= 3x6= 5.00[12 2x4 II 7x10= 4x5= 4x5= _ 6 2x4\\ 3, ba 212 6a Sal ts$3 24, c 1 t� e-- gip- w �' I 20 2 CO ; 19J, a \ 114111114114114141111111i- -00...11°1 .//: , e b 1 _ of 15 14 13 12 11 10 9 4x5= 3x6 4x10= 3x8 MT2OHS= 4x5= 4x5= 2x4 I 5x6 I 1 9-10.151 16-9-8 I 23-8-1 24-9-8 28-9-4 I 33-7-0 � 9-10-15 6-10-9 6-10-9 '1-1-7 3-11-12 4-9-11 Plate Offsets(X,Y)-- [1:0-2-8,0-1-2],[3:0-5-6,Edge],[5:0-5.6,Edge],[6:0-2-12,0-1-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.19 13-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.52 11-13 >775 180 MT2OHS 187/143 BCLL 0.0 ' 1 Rep Stress Incr YES WB 0.70 Horz(TL) 0.12 9 n/a n/a BCDL 10.0 ; Code FBC2014/TPI2007 Matrix-MS Weight:179 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 3-1-4 oc purlins, 3-5:2x4 SP No.1 except end verticals,and 2-0-0 oc puffins(2-10-0 max.):3-5,6-8. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-0-8 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 9=1337/Mechanical,1=1337/0-5-8 Max Horz 1=106(LC 12) Max Uplift 9=-155(LC 12),1=-141(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2590/500,2-3=-2420/480,3-4=-2775/561,4-5=-2775/561,5-6=-2174/421, 6-7=-2228/433,7-8=-1408/277,8-9=-1291/289 BOT CHORD 1-15=-525/2313,13-15=-462/2245,11-13=-442/2251,10-11=-277/1408 WEBS 3-15=0/308,3-13=-108/726,4-13=-463/193,5-13=-132/605,5-11=-577/196, 8-10=-360/1834,7-10=-1103/280,7-11=-206/1077 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=13omph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=34ft;eave=oft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-4-5,Interior(1)3-4-5 to 9-7-12,Exterior(2)9-7-12 to 24-9-8,Interior(1)24-9-8 to 33-5-4 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 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. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 155 lb uplift at joint 9 and 141 lb uplift at joint 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 1 a WARNING-Wally design parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE M1-7473 rev-10V3/2015 BEFORE USE. mill Design valid for use only with MITeks7:0 connectors.Ibis design Is based only upon parameters shown,and Is tot an'witvld or building component.not a Buss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate itYs design Into the overall T latticing design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Mi lei• Is always required for stability and to prevent collapse with possible personal him and property damage. For general guidance regadrg the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TP11 Quality Criteria,056-89 and SCSI Bulking Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria-VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply T9071564 10520T0 T13 Half Hip 1 1 1 ____-_______ Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:53:51 2016 Page 1 I D:OS7VY55ZG2cyehlmUFHn6Hz7„W L-Jnf2jyg6j_RMSCVI B5APfOwPH IY9n8o3RPLjynywgDE 7-10-15 i 14.0-4 20-6-13I 25-8-1 26.11.1 I? 30 .4.3 33-7-0 7-10-15 6-1-5 6.6.9 5-1-4 1-3-9 3-4-9 3-2-13 Scale=1:57.8 7x10= 2x4 II 8x10= 4x5- 4x5= 5.00 FIF 4x5_ 3x6= 7 6 9 10 0 24• m [RI25 rsa 3 rSa 6a5 as r i 2:, as sa rsa 2223 CP 1 :S g °I O TItY 9 �. 1817 16 15 14 13 12 11 5x6 II 2x4 I I 3x8 MT2OHS= 3x6= 2x4 I I 4x10= 3x5 i I 4x5= 4x10= 2611-10 740.15 14.0-4 20.6-13 24.10.5 75-8-1 30-4-3 33-7-0 7-10-15 61-5 6-6-9 I 4.36 6.9.12 1.3.9 ` 34.9 32.13 I Plate Offsets(X,Y)-- [1:0-2-8,0-1-14],[2:0-5-7,Edge],[8_0-4-8,0-6-0L___ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Vdefl Ud ' PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.24 15-16 >999 240 i MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.63 15-16 >636 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress!nor YES WB 0.64 Horz(TL) 0.16 11 rVa ria BCDL 10.0 Code FBC2014/TP12007 Matrix-MS I Weight:181 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals,and 2-4,4-6:2x4 SP No.1 2-0-0 oc purlins(2-8-15 max.):2-6,7-10. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-10-13 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 11=1358/Mechanical,1=1343/0-5.8 Max Horz 1=87(LC 12) ' Max Uplift 11—189(LC 12),1=-153(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2694/551,2-3=-3375/732,3-5=-3301/733,5-6=-3301/733,10-11=-1320/425, 8-9=-278/100,9-10=-1057/308 BOT CHORD 1-18=-553/2423,16-18=-556/2417,15-16=-732/3375,13-15=-544/2163,12-13=-537/2150 WEBS 6-8=-288/175,2-16=-217/1080,3-16=-363/167,5-15=-422/170,6-15=-218/1282, 6-9=-782/220,6-12=-1534/381,10-12=-471/1618 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45f1;L=34ft;eave=4ft;Cat. 11;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.0-0 to 3-4-5,Interior(1)3-4-5 to 7-7-12,Exterior(2)7-7-12 to 12-4-12,Interior(1)25-8-1 to 33-5-4 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)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)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 189 lb uplift at joint 11 and 153 lb uplift at joint 1. 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 parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 9111-7473 rev.10/032015 BEFORE USE. Design valid for use only with MITeconnectors.This desIs based only upon pxxometers shown.and Is for an Individual building component,not �1 k� itxn r a tura system.Before use,the building designer must verily the appllcabiity of design parameters and property Incorporate this design Into the overall t buNdNtg design. Bracing Indicated Is to prevent buckling of individual truss web aril/or chord members only. Additional temporary and permanent bracing M iTe k Is always required 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.seeANSI/TPI1 Quality Criteria,DS8-89 and SCSI BuUding Component 6904 Parke East Blvd. Safety Information available k<xn Truss Plate Institute,218 N.Lee Sheet.Suite 312,Wexandria.VA 22314. , Tampa.FL 33610 Job Truss ;Truss Type Qty Ply 10520T0 T14 HALF HIP GIRDER 1 T9071565 2 ,Job Reference(optional) _ Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:53:55 2016 Page 1 ID:OS7VY55ZG2cyehlmUFHn6Hz7_W L-CYuZYKicnDxoxpoW OwF Lgs55jwvHjylfL 1 Jw5YywgDA 6.0.0 12-11-10 19-9-8 26-7-6 33.7.0 I 6-0-0 6-11-10 f 6-9-14 — -f— 6-9-14 6-11-10 I Scale=1:57.0 NAILED NAILED NAILED NAILED NAILED NAILED 8x12 = 5'00 12 NAILED NAILED 4x5= NAILED 3x6= 2x4 !1 NAILED NAILED 4x5=NAILED NAILED NAILED4 NAILED 2 19 20 21 22 3 23 24 25 4 5 26 27 28 29 30 6 31 32 33 7 0E; n,I nn III( nn Ul OH @711 nn n nn rtn nn .411 18� cl 1 Ig 1^ r I i r t: ._. Ali lin__ r1:3n r ,i I t3.! i r -- F 7 .131 Rh D f, _. _-IlIl------ 119 I 34 35 i4 36 37 13 12 38 39 1140 70 41 42 43 9 44 45 46 8 5x6 I I NAILED NAILED 2x4 I NAILED NAILED 3x6= NAILED 4x10= NAILED NAILED 4x6 NAILED NAILED 2x4 I I NAILED 4x5= 3x12 M18SHS= NAILED NAILED NAILED NAILED NAILED NAILED 6-0-0 _—I_____12-11-10 19-9-8 26-7-6 33-7-0 6-0-0 6-11-10- ~— 6-9-14 I 6-9-14 6-11-10 Plate Offsets(x,Y_1- [1:0-3-0,0-0-10],[2:0-5-5,Edge],[7:0.2.8,0.2-0],[8:0-2.0,0-1-0],(9:0-2-8,0-2.0] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) b/defl Lid PLATES GRIP TCLL 20.0 1 Plate Grip DOL 1.25 TC 0.88 Velt(LL) -0.33 10-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.84 10-12 >475 180 M18SHS 244/190 BCLL 0.0 * Rep Stress Ina NO WB 0.64 Horz(TL) 0.13 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:324 lb FT=20% i LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 2-4:2x4 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3*Except* 2-12,3-10,6-10,7-9:2x4 SP No.2 WEDGE Left:2x4 SP No.3 I REACTIONS. (lb/size) 8=2626/Mechanical,1=2640/0-5-8 Max Horz 1=72(LC 8) Max Uplift 8=-297(LC 5),1_341(LC 8) 1 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-5229/623,2-3=-7750/903,3-5=-7802/886,5.6.7802/886,6-7=-5351/601, 7-8=-2474/350 BOT CHORD 1-14=-600/4747,12-14=-596/4763,10-12=-903/7750,9-10_601/5351 WEBS 2-14=0/432,2-12=-331/3280,3-12.862/273,5-10=-700/241,6-10=-308/2651, 6-9=-1805/394,7-9=-636/5666 il 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:2x4-1 row at 0-9-0 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=2511;B=45ft;L=34f1;eave=oft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(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 psi 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)Refer to girder(s)for truss to truss connections. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 297 lb uplift at joint 8 and 341 lb uplift at joint 1. 11)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. LOAD CASE(S) Standard A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MP-7473 rev.101032015 BEFORE USE. Iid- , Dc-sign vdki for use only with Mllek&connectors.This design Is bused only awn parameters shown,and is for an individual balding component.not a inns system.Before use,the building designer must verily the applicability of design parameters and properly Incorporate I is design Into the overall building design. Bracing indicated Is to prevent buckling of individual tr ss web and/or chord meint>ers only. Additional temporary and permanent bracing MiTek' B always required for stability and to prevent collapse with possible personal hkay and property damage. for general gu Id nce regarding the fabrication,storage,delivery,erection and bracing of trusses and Truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Hate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 f----._.---_....... _— ---- --- ---- ---. Job Truss Truss Type Qty Ply I T9071565 10520T0 T14 HALF HIP GIRDER 1 1 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 ' 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:53:55 2016 Page 2 I D:OS7VY55ZG2cyehlmUFHn6Hz7_W L-CYuZYKtcnDxoxpoW QwFLgs55jwvHjylfLl Jw5YywgDA LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-2=-60,2-7=-60,8-15=-20 Concentrated Loads(Ib) Vert:2=-97(F)4=-97(F)13=-60(F)14=-60(F)5=-97(F)10=-60(F)19=-97(F)21=-97(F)22=-97(F)24=-97(F)25=-97(F)27=-97(F)28=-97(F)30=-97(F)31=-97(F) 32=-97(F)33=-97(F)34=-227(F)35=-159(F)36=-60(F)37=-60(F)38=-60(F)39=-60(F)40=-60(F)41=-60(F)42=-60(F)43=-60(F)44=-60(F)45=-60(F)46=-60(F) 1 I �� Q WARNNVO-Vwlry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ABI-7473 rev.10/032016 BEFORE USE. Design valid for use only with ivllleki)connectors.TMs design is based only upon parameters shown.<nd fs for an Yrdivkival bolding component.not a truss system.Before use,the building designer must verify the ap iAlcablity 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 b raCktp MiTek Is always required for stability and to prevent collapse with possible personal Inlisy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSUIP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Satiety Information avdlable from Trus Plate Institute-218 N.Lee Street.Suite 312.Alexandria VA 22314. ! Tampa.FL 33610 Job Truss Truss Type Qty Ply 1 T9071566 10520T0 T15 GABLE 1 1 _ ;Job Reference(option Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:53:55 2016 Page 1 ID:OS7VY55ZG2cyehlmUFHn6Hz7-W L•CYuZYKtcnDxoxpoWQwFLgs5HPw6Oj5w1LlJw5YywgDA { 6-9-8 I 13-7-0 - - 6.9.8 6-9-8 Scale=1:22.1 5x8= 5 5.00112 4 /�bik 6 Ili 18 3 r 7 19 c1' t7 lild I 8 2 I I MI I i o Id 3x4 16 15 14 13 12 11 10 3x4 { 13-7-0 13-7-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loo) Vdefl L/d 1 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(TL) n/a - n/a 999 • BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:59 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. OTHERS 2x4 SP No.3 REACTIONS. All bearings 13-7-0. (Ib)- Max Horz 1=36(LC 11) 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=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=2tt;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 6-9-8,Comer(3)6-9-8 to 9-9-8 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. 0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI7473 rev.10,032075 BEFORE USE. ' Design valid for use only with MilekS connectors.this design Is based only upon parameters shown,and Is for cn Irxfiddual building component,riot a truss system.Before use,the building designer must verily 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 rnemt.,ers only. Additional temporary cord permanent bracing Milek' B 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 o1 trusses and truss systems,seeANSr/IP11 Quality Criteria,DS13-89 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 I Qty Ply 19071567 10520T0 T16 Roof Special 1 1 Job Reference(dptional) Building Component Supply, Jacksonville,Fl 32256 • 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:53:56 2016 Page 1 ID:OS7VY55ZG2cyehlmUFHn6Hz7_W L-glSxmguFXX3fZzNi_emaM4eMPJMQSXGoah3Ud_ywgD9 6-9-8 12-7-0 13-7-0 6-9-8 5-9-8 I 1-0-0 Scale=1:23.6 5x8= 2 S.00 j 12 15 16 14 3 � 1 -44111.q r. 6 2x4 I I 4 4x6 II 12x12= 6-9-8 13-7-0 6-9-8 6-9-8 Plate Offsets(X,Y)-- [1:0-2-8,0-1--L:Edge,0-3-41 — LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.07 6-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.13 6-13 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.11 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:50 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-8 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 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 4=604/Mechanical,1=543/0-5-8 Max Horz 1=36(LC 11) Max Uplift 4=-111(LC 12),1=62(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-800/196,2-3=-793/187;3-4=-824/201 BOT CHORD 1-6=-116/675,4-6=-116/675 WEBS 2-6=0/289 NOTES- 1)Unbalanced root 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=25th B=4511;L=24ft;eave=oft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.0-0 to 3-0-0,Interior(1)3-0-0 to 6-9-8,Exterior(2)6-9-8 to 9-9-8,Interior(1)12-6-10 to 13-7-0 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 20.0psf 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)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)1 except(jt=lb) 4=111. 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 parameters end READ NOTES ON THIS AND INCLUDED MITES( MO REFERANCE PAGE .7473 rev.I0/03/2075 BEFORE USE Design validfor use only with MITek6 connectors.This design Is based only upon parameters shown,and Is for an individual podding component,not imu . a truss system.Before use,Ito:bulking ng designer must verily the appllcabUty of design parameters and properly Incorporate this design Into the overall briding design. Bracing Indicated is to prevent buckling of Individual truss web aid/or chord members only. Adcitbnal temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal hlury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and trss systems,SeeANSI/IPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East BNd. Safely Information available from Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply T9071568 10520T0 T16A Roof Special 1 1 -.-_.�_____ _ ________L- Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:53:57 2016 Page 1 I D:OS7VY55ZG2cyehlmUF Hn6Hz7_W L-8x0KzovtlgBW A7yuYLHpvHAX7jhL ByAypLo 19RywgD8 6-9-8 10-7-0 13-7-0 I - 6-9-8 -- - 39.8 - - 3-0-0 I Scale=1:23.6 5x6 2 2 5.00 12 _ it i2 6x6= 2x4 II 3 4 - 10 • 13 !ii I � g 1 h .-� L e a e 6 - -- 5 4x6 1 2x4 1 4x5= 5-3-9 6-9-8 10.7.0 _ 13.7.0 I 5 9.9 4 1-5-15 i 3-9-8 I 3-0-0 -1 Plate Offsets(X,Y)-- ]1:0-2-8,0.1-6],(2:03-0.0-2.4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.07 6-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.13 6-9 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.20 i Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:54 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-3 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) 5=538/Mechanical,1=538/0-5.8 Max Horz 1=36(LC 12) Max Uplift 5=-62(LC 12),1=-57(LC 12) I FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 1 TOP CHORD 1-2=-790/190,2-3=-732/181 BOT CHORD 1-6=-150/667,5-6=-150/667 WEBS 2-6=0/300,3-5=-753/196 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.Opsf;h=25ft;B=451t L=2411 eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-9-8,Exterior(2)6.9-8 to 9-9-8,Interior(1)10-7-0 to 13-5-4 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)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)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)5,1. 1 � 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.16.032015 BEFORE USE. lilt Design valid for use oNy with MI1eks connectors.Ns design is based only upon ixsameters shown,and Is for an individual building component,not a teas system.Before use,the bulking designer must verify the applicability of design parameters arid properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent budding of individual trus web and/or chord members only.Additional temporary and permanent bracing Milek' Is always required for stability and to prevent collapse with possible personal Inlay and property damage. I or general guidance reaming the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informaton available from Trus Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply 19071569, 1052010 T17 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Ft 32256 ' 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:53:58 2016 Page 1 I D:0S7VY55ZG2cyehlmUF Hn6Hz7_W Lc7aiBMwV38JMoHX563o2RVjcr7ywwL852?YaitywgD7 4.0.0l 5-3-4 9-4-0 12-1-8 18.11.0 4-0-0 1-3-4 4-0-12 2-9-8 6-9-8 Scale:3/8'=1' 5x6= NAILED 4 7x10! _ 5.00(12 6x6 2 aiii ay 110' a: 1 I 5 N ,r1INI,- I coo - ill 16 8 17 7 6 5x6 II NAILED 2x4 JUS24 4x5= 6x8= 4x6 II NAILED 4-0-0 5-3-4 9-4-0 12-1-8 13-11-1 18-11-0 4-0-0 1-3-4 4-0-12 2-9-8 I 1-9-9 I 4-11-15 Plate Offsets(X Y)-_ [1:0-2-8,0-1-21,[2:0-4-0,0-2-43,14:0-3-0,0-2-41,14:0-3-0,0-2-41,[5_0.2-8.0.1_101--_-- • LOADING(psf) SPACING- 2-0-0 CSI. , DEFL. in (hoc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.17 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.83 1 Vert(TL) -0.42 7-8 >546 180 BCLL 0.0 ' Rep Stress Inch NO WB 0.47 Horz(TL) 0.06 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:82 lb FT=20% LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-12 oc purlins. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-6:2x4 SP SS WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1407/0-5-8,5=980/0-5-8 Max Horz 1=36(LC 24) Max Uplift 1=-200(LC 8),5=-123(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2833/420,2-3=-3003/434,3-4=-1783/265,4-5=-1773/248 BOT CHORD 1-8=-350/2548,7-8=-354/2600,6-7=-387/2994,5-6=-171/1564 WEBS 2-8=-60/717,4-6=-110/1070,2-7=-187/587,3-6=-1722/285 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=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=200,5=123. 7)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent at 5-3-4 from the left end to connect truss(es)to front face of bottom chord,skewed 0.0 deg.to the left,sloping 0.0 deg.down. 8)Fill all nail holes where hanger is in contact with lumber. 9)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 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 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(p11) Vert:1-2=-60,2-3=-60,3-4=-60,4-5=-60,9-12=-20 Concentrated Loads(Ib) Vert:2=-42(F)8=-35(F)16=-88(F)17=-708(F) 1 � V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10WSr2015 BEFORE USE. iii. Design valid for use only with Mfiek&connectors.TNs design Is based only upon parameters meters shown,and Is for an irxilvdu al building 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 bulking design. Bractlg Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Milek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guldcnce regarding the tabricatbn,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1P11 Qualify Criteria,DSB-89 and BCSI BuNdIng Component 6904 Parke East BNd. Salary Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria VA 72314. Tampa.FL 33610 Job I Truss I Truss Type Oty Ply T9071570 10520T0 T18 Roof Special 1 1 IJob Reference (optional Building Component Supply, Jacksonville,Fl 32256 ' 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:53:58 2016 Page 1 ID:OS7VY55ZG2cyehlmUFHn6Hz7,WL-c7aiBMwV38JMoHX563o2RVjiJ719w0152?YaitywgD7 6-0-0 11.4.012-1-8 18-11-0 --- i- ' ..— — 6-0-0 5-4-0 0-9- 8 6-9-8 Scale:318'=1' 7x6 I I 7x107x10= 4 5.00 12 2 16 17 3 OBS 10111 ,B 19 5 15 Y 5 — i m UM Z 8 7 6 4x6 I 3x6= 2x4 II 4x10= 4x6 II 6-0-0 11-4-0 18-11-0 6-0-0i 5-4-0 + 7-7-0 -i Plate Offsets(X,Y)-- (1:0-2-8,0-1.6],[2:0-4-0,0-2-4],[5:0-2-8,0-1-6] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.07 6-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.20 6-14 >999 180 BCLL 0.0 ' Rep Stress Incl YES WB 0.30 Horz(TL) 0.03 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:80 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-1 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 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (Ib/size) 1=757/0-5-8,5=757/0-5-8 Max Horz 1=-36(LC 10) Max Uplift 1—84(LC 12),5=84(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1302/279,2-3=-1272/299,3.4.1385/323,4-5=-1257/272 BOT CHORD 1-8=-191/1142,6-8=-189/1147,5-6=-187/1094 WEBS 3-6=-656/166,4-6=-105/795 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=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-0-0,Exterior(2)6-0-0 to 9-0-0,Interior(1)11-4-0 to 18-11-0 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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5. 1I 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE Md-7473 rev.10/0312015 BEFORE USE. Ng Design valid for use only with MITeta/connectors.IhIs design is based only upon rxxameters shown.and is for an individual building component,not a truss system.Before use,the building designer must verify the at plicabtlty of design parameters and property Inc:orporale 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 ng MiTek' is always required for stabltty and to prevent collapse with possible personal Wry and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANS1/1PI1 Quality Criteria,055-89 and BCSI Bolding 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 Oty Ply I T9071571 10520T0 T19 Hip 1 1 Job Reference(optional)_____ Building Component Supply, Jacksonville,Fl 32256 r 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:53:59 2016 Page 1 I D:OS7VY55ZG2cyehlmUFHn6Hz7_W L-4K84Ohw7gSR DQQ6HfmJH_iGnbXKjfuSFGf H8EJywgD6 8-0-0 . 10.11.0 _ _________ ___ .__ 18-11-0 1 8-0-0 2.11-0 I 8-0-0 I Scale=1:31.5 6x6 11 6x6 I/ 2 3 5.00 FIF Ill int I 15 16 14 17 v m 4 1 I L-0 10a 1 7 6 5 4x6 II 2x4 I I 2x4 II 3x6= 4x6 II 8-0-0 10.11.0 _ __ 18-11-0 -- ------------- I 8.0.0 i 2-11-0 1 8-0-0 Plate Offsets(X,Y)-- (1:0-2-8.0-1-6],(4:0-2-8,0-1-61 LOADING(psf) SPACING- 2-0-0 CSI. 1 DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.24 6-13 >941 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.42 6-13 >541 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(TL) 0.05 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:71 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=757/0-5-8,4=757/0-5-8 Max Horz 1=43(LC 11) Max Uplift 1=-84(LC 12),4=-84(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1198/274,2-3=-1031/285,3-4=-1198/274 BOT CHORD 1-7=-170/1026,6-7=-168/1031,4-6.-169/1026 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=25tt;B=45ft;L=2411;eave=4lt;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0.0 to 3-0-0,Interior(1)3-0-0 to 8-0-0,Exterior(2)8-0-0 to 10-11-0,Interior(1)15-1-15 to 18-11-0 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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,4. � I i A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with Mliek6.connectors.this design is based only upon Ixxamotors shown-and Is for an Individual building component,not a truss system.Before use,the brllding designer must verify the applicability of design pxraaneters and properly incorporate this design Into the overall balding design. Bracing Indicated is to prevent buckling of indivkAxi truss web and/or chord members only.Additional temporary and permanent tracing MiTek' is always required for stability and to prevent collapse with possble personal Inlay and property damage. for general guidance regarding the to rk:ation.storage.delivery,erection and bracing of trusses and Inns systems.seeANSI/IPI1 QuaNy Criteria.DS8-89 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 I Truss I Truss Type Oty Ply T9071572 10520T0 1T20 Common 4 1 _ __ Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 ` 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:54:00 2016 Page 1 ID:0S7VY55ZG2cyehlmUFHn6Hz7_W L-ZW iSc 1 xlblZ41 ahTDTq W Xwo3TxdtOIbOVJ I hmmywgD5 7-0-0 9-5-8 11-11-0 18-11-0 II7-0-0 2.5.8 1 2-5-8 } 7-0-0 — I Scale=1:31.0 5x6= 3 2x4\\ 2x4// 5.00 12 4 14 2 15 4'.11111110plp-• 1 13 6 1 5 1;:t. 6 4x6 I 4x6 II 7x10= 9-5-8 _ 18-11-0 F- 9.5.8 I &5-8 Plate Offsets(X,Y1-__[1:0-2-8,0-1-6],13:0-3-0,0.2.4),[5:0-2-8,0-1-6] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) l/defl Ud PLATES GRIP 1 TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.11 6-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.30 6-12 >749 180 BCLL 0.0 * Rep Stress Incr YES WB 0.28 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 I Code FBC2014/TPI2007 Matrix-MS Weight:78 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.8.7 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 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (Ib/size) 1=757/0-5-8,5=757/0-5-8 Max Horz 1—51(LC 10) Max Uplift 1=-84(LC 12),5=-84(LC 12) FORCES. (Ib)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1250/254,2-3=-1013/224,3-4=-1013/224,4-5=-1250/254 BOT CHORD 1-6=-169/1092,5-6=-169/1092 WEBS 3-6=-147/735,4-6=-353/153,2-6=-353/153 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=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-5-8,Exterior(2)9-5-8 to 12-5-8 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 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)1,5. 1 _ r A WARNING-Wady design premolars and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AW-7473 rev,1003/2015 BEFORE USE. Design valid los use only with MIIolvE connectors.This design Is bused only upon paaneters shown-and Is for an individual bulding component,not a truss system.Before use,the building designer must verify the appilcablity of design parameters and properly incorporate this design 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 MiTek' Is always required for stability and to prevent collapse with posble personal Injury and properly damage. For general gridcrsce regarding the Fabrication-storage,delivery,erection and bracing of trusses and truss systems,seeANSt/1PI1 Quilty Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Trus Plate Institute.218 N.lee Street.Suite 312,Alexandria.VA 22314. Tampa.Fl. 33610 Job truss Truss Type Qty Ply loszoTo T21 HOWE 1 2;Job Reference(optional) Building Component Supply,Jacksonville.Fl 32256 r t 8.010 s Jun 25 2016 MrTek Industries.Inc. Mon Jul 18 14:13:07 2016 Page 1 ID:OS7VY55ZG2cyehlmUFHn6Hz7_W L-M5ioFgnUW bmEBECxXRi64opzul2Tex9DFFNuXnywpxA 4-11-3 9-5-813-11-13 18-11-0 4-11-3 I 4-6-5 4-6-5 I 4-11-3 i Scale:3/W=1' 5x6= 3 1 5.00�� 1 4x5-:.--- 4x5 2 4 1:•• 1 • �5 r____"� —le'i k r p : 1n � o 10 17 18 9 19 8 7 20 6 21 5A 3x6 11 THD26-2 THD26 axle= 7x14 MT2OHS= 3x8 I; THD26 4x10= THD26 7x10= THD26 THD26 THD26 4-11-3 9-5.8 -_ i 13.11.13 ___I 18-11-0 4-11-3 4-6-5 4-6-5 4-11-3 Plate Offsets(X,Y)-- [1:Edge,0-0-8],[3:0-3-0,0-2-0],[5:0-0-0,0-3-3],[7:0-4-12,0_1-81,[9:0-5-0,0-4-12],[10:0-3-8,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.18 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -0.45 9-10 >500 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.75 Horz(TL) 0.09 5 n/a rl/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:212 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purlins. BOT CHORD 2x6 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3"Except* 3-9:2x4 SP No.2 OTHERS 2x6 SP No.2 LBR SCAB 5-6 2x6 SP No.2 one side WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=4991/0-3-8,5=7063/(0-3-8+bearing block) (req.0-4-3) Max Horz 1=-51(LC 6) Max Uplift 1=-615(LC 8),5=-862(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-11243/1406,2-3=-9190/1185,3-4=-9199/1186,4-5=-12303/1528 BOT CHORD 1-10=-1252/10274,10-17=-1252/10274,17-18=-1252/10274,9-18=-1252/10274, 9-19=-1368/11289,8-19=-1368/11289,7-8=-1368/11289,7-20=-1368/11289, 6-20.1368/11289,6-21=-1368/11289,5-21=-1368/11289 WEBS 2-10=-150/1627,3-9=-815/6675,4-7=-242/2435,2-9=-2053/281,4-9=-3189/411 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 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0.4.0 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)Scab(s)5 to 6 to provide bearing enhancement at jt.5,a cluster of 12(total in each face)evenly spaced-10d(0.131"x3")nails are required within 12"of jt.5.Bearing is assumed to be SP No.2. 4)Unbalanced roof live loads have been considered for this design. 5)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 B;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 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 615 lb uplift at joint 1 and 862 lb uplift at joint 5. 10)Use USP THD26-2(With 16d nails into Girder&10d nails into Truss)or equivalent at 6-1-8 from the left end to connect truss(es)to back face of bottom chord. 111 r In..I len 1L111nG AA(:1h 1Gd....8,.led..Gird,..O krAAR-.non int..1" .nn1,.........:.•nL..J d n!n n n n..mn., nb.d:.v.....o n 1n(.,.m ) ft gf ttb1g0-12 to connect truss(es)to back face of bottom chord. C�tWXI+tIVp7G''YeN y dodgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIl 7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Milekm connectors.this design Is based only upon parameters shown.and Is for an Individual ixiNding component.not a truss system.before use,the building designer must verify the appllcablity of design parameters and properly Incorporate this design Into the overall bxldhg 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 with possible personal Injury and property damage. for general Outdone regarding the fabrication,storage,delivery,erection and bracing of trusses and taus systems.seoANSt/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avdieble from Truss Plate institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job fruss fruss 1 ype Qty Ply 1052070 121 HOWE 1 2 Job Reference(optional) Building Component Supply.Jacksonville,FI 32256 ' ' 8.010 s Jun 25 2016 MiTek Industries.Inc. Mon Jul 18 14:13:07 2016 Page 2 ID:OS7VY55ZG2cyehlmU F Hn6Hz7_W L-M5ioFgnU W bmE BECxXRi64opzul2Tex9DFFNuXnywpxA NOTES- ' 12)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:11-14=-20,1-3=-60,3-5=-60 Concentrated Loads(Ib) Vert:8=-1318(B)7=-1318(B)17=-2606(B)18=-1339(B)19=-1318(B)20=-1318(B)21=-1325(B) 1 A WARNING-Verify design pamNfer*and READ NOTES ON THIS AND INCLUDED MMEEK REFERANCE PAGE MB-7473 rev.10Ny2015 BEFORE USE Design vdki for use only with MIleke connectors.ills design Is based only upon parameters shown,and Is for an IndMdud building component,not a buss system.Before use,the building designer must verity the applhcabilty of design parameters and properly►corporate this design into the overall lrlciMi10R, fng design. Bracing Indicated Is to prevent buckling of Indlvkival truss web and/or chord members only.Additional temporay(rid permanent bracing Is always required for sfabilty and to prevent collapse with possible personal hidy and property damage. for general guidance reaming the PadBlvd.fabrication,ication,storage,delivery,erection and bracing of trusses and huss systems,seeANSI/1Pt1 Quality Criteria,056-89 and BCSI Budding Component 690469 P. kL Ea Eaap st 0 Satey Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Job Truss Truss Type Qty Ply T9071574 10520T0 T22 GABLE 1 1 11 Job Ref erenceioptional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:54:02 2016 Page 1 ID:0S7VY55ZG2cyehl mUFHn6Hz7_W L-VvpD0jz?7NpoHugsLut_cLlUUkV4sGW hydWoreywgD3 I 3-11-8 7-11-0 ______I3-11.8 3-11-8 Scale=1:14.6 4x5= 3 11 5.00 FiT 2x4 II i0 4 2x4 I 2 — —1 12 9 1 5 1-- och e o d ,0 ' ..... .....•...❖.❖.❖.❖.❖..•.❖.•.•.•.❖.•..❖.❖.•.❖.•.•:•:❖:❖:•:•:•.❖:::•:❖:•:❖:•.•::•:::•:❖:•:❖:•:❖:•:•:•:❖:❖:❖:•:•:❖:❖:•:•:::•:•::❖:❖:•:::• •::•:❖:•:::•:•:::•:•: 8 7 6 2x4 i 2x4 2x4 ! 2x4 I 2x4 7-11-0 F---- --- --- — _. - ------------ -- - _. .- -I 7-11-0 l LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(TL) n/a - n/a 999 BCLL 0.0 • Rep Stress Ina YES WB 0.06 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:29 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. OTHERS 2x4 SP No.3 REACTIONS. All bearings 7-11-0. (Ib)- Max Horz 1=21(LC 11) Max Uplift All uplift 100 lb or less at joint(s)1,5,8,6 Max Gray All reactions 250 lb or less at joint(s)1,5,7,8,6 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=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 3-11-8,Corner(3)3-11-8 to 6-11-8 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)Gable requires continuous bottom chord bearing. 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. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5,8,6. a WARNING-Vivify design parameters and READ NOTES ON THIS AND INCLUDED MMTEK REFERANCE PAGE M11.7473 rev.10/032015 BEFORE USE. f • Design valid for use only with Mlleky)connectors.This design Is torsed only upon parameters shown,and is for<as kxflvkfual bolding component.not a Cuss system.Before use,the balking designer must verily the appllcabilly of design parameters and properly inc<rrorate Mk design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual Cuss web and/or chord members only. Alalliorxt temporary and permanent tracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance ce regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component Parke East Bird. Safely Information available Com Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. I Taupe.FL 33610 Job Truss •Truss Type Qty 1Ply T9071575 1052010 T23 Common 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 -�j 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:54:02 2016 Page 1 ID:OS7VY55ZG2cyehlmUFHn6Hz7_W L-VvpDOjz?7NpoHugsLut_cUTMkTEsGXhydWoreywgD3 3.11.8 7.11-0 3.11-8 - 3-11-8 Scale=1:15.7 4x5= 2 5.00 FIT 12 11 6 3 - lr • 42x4 3x5 I I 3x5 3-11-8 7-11-0 3-11-8 3-11.8 I _ Plate Offsets(X,Y)-- 11:0-2-4,0-0-141,13:0-2-4,0-0-14] I LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.01 4-10 >999 240 ' MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(TL) -0.02 4-10 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 1 n/a ria BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:29 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 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=317/0-5-8,3=317/0-5-8 Max Horz 1=-21(LC 10) Max Uplift 1=-35(LC 12),3=-35(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-416/162,2-3.416/162 BOT CHORD 1-4=-91/346,3-4=-91/346 NOTES- 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsh BCDL=5.0pst;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-11-8,Exterior(2)3.11-8 to 7-2-8 zone;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)1,3. � i I WARNWG-Verily design parameers and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rev.10/032015 BEFORE USE. I ME Design valid for use only with MllekS connectors.this design B based only upon parameters shown.and Is for an individual budding component,not a truss system.Before use,the building designer must verify the appllcabiity of design parameters and txotx+rly Ficorprxate this design into the overall budding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional tempary and permanent bracing IMiTek* is always required for stablity and to prevent collapse with possible personal Wry and property damage. For general guidance regarding the Parke Edo Blvd. fabrication, erection storage.delivery. and bracing of trusses and truss systems.seeANSI/lP11 Quality Criteria. 6904 DSB-89 and SCSI BuNding Component E361 B Safely Information avdlable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.P.Parke Job Truss Truss Type 'Qty Ply T9071576, 10520T0 T24 Monopitch Supported Gable i 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:54:03 2016 Page 1 ID:OS7VY55ZG2cyehlmUFHn6Hz7_W L-z5NbE3zeugyfv2P2ucOD8Y0cT8pgbjngBHFLN5ywgD2 13-4.0 — I 13-4-0 11 a=1:22.7 10 — 9 3.00[12 24 8 6 5 4 3 23 — — 3x4 II 2 — • ] o C 0 0 E @ 22 21 20 19 18 17 16 15 14 13 12 I Plate Offsets(X,Y)- 122:0-2-0,0-1-41 - LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 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 Ina YES WB 0.06 Horz(TL) -0.00 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S _ Weight:82 Ib 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 13-4-0. (Ib)- Max Horz 22=103(LC 8) Max Uplift All uplift 100 lb or less at joint(s)12,14,15,16,17,18,19 except 21=-163(LC 8) Max Gray All reactions 250 lb or less at joint(s)22,12,13,14,15,16,17,18,19,20,21 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=5.0psf;BCDL=5.0psf;h=25tt;B=45ft;L=24ft;eave=2ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 13-2-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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. 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 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 20.0psf 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)12,14,15,16,17, 18,19 except jjt=lb)21=163. � I Q WARNING-Verily dealyn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10/032015 I32015 BEFORE USE. ' Design valid for use only with MIekm connectors.this design Is based only upon parameters shown,and Is for an Ind Mdual Lwtdkng component,not a truss system.Before use,the bnlldhng designer must verily the applicability of design parameters and property Incorporate his 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 tor stabllty and to prevent collapse with possible personal inhry and property damage. For general gukkrnce regarding the fabrication,storage,delivery.erection and bracing of trusses and Buss systems,seeANSUTPI I Quality Criteria.DSS-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate institute.218 N.Lee Street.Suite 312,Nexandda.VA 22314. Tampa.FL 33610 Job Truss :Truss Type Qty Ply T9071577 10520T0 T25 Monopitch 2 1 __ _ ; Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 ' 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:54:04 2016 Page 1 ID:OS7VY55ZG2cyehlmUFHn6Hz7_W L-RHxzRP_G1-4W WC_ESJVShmze_Y?fK4k_Qw?wXywgD1 4-9-7 9-3-7 13-4-0_ I 4 9 7 I 4-5-15 4-0-9 Special Special Scale=1:27.2 6x8=- 4x5= 3 g Special 10 4 3.0012 n 4x6 2 8 001. 0,11 2x4 I i ul 6 5 7 4x10= 2x4 4x5= 9.3.7 13-4-0 I 9.3-7 I 40.9 I Plate Offsets(X,Y)-- [2:0-2-12.0-2-0],[3:0.3-8.0-2-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.19 6-7 >817 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.49 6-7 >321 180 BCLL 0.0 • Rep Stress Incr NO WB 0.40 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:75 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-5 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) 5=1049/Mechanical,7=614/0-5-8 Max Horz 7=73(LC 8) Max Uplift 5=-220(LC 8),7.86(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-722/136,3-4=-652/138,4-5=-1041/281 BOT CHORD 6-7.241/751 WEBS 3-6=-410/175,4-6=-176/876,2-7=-763/190 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.Opst;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 13-2-4 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)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)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)7 except(jt=lb) 5=220. 8)Special hanger(s)or other connection device(s)shall be provided starting at 9-3-7 from the left end to 13-2-4 sufficient to connect truss(es)to front face of top chord. The design/selection of such special connection device(s)is the responsibility of others. 9)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 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-3=-60,3-4=-219(F=-159),5-7=-20 i A WARNNG•Verify design parameters and READ NOTES ON THIS AND INCLUDED UREA REFERANCE PAGE 8111-7473 rev.10/03/2015 BEFORE USE Mil• Design valid for use only with Mtlek€connectors.ihls design is bused only upon parameters shown,and Is for an iri Ad al building component,not a truss system.Before use,the bulking designer must verity the applicability of design parameters and properly kx:oiporate fhb design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Adciltio al temporary and permanent tracing MiTek- Is always required for stability and to prevent collapse with possible personal tyuy and properly danage. For general guidance regarding the fabrication,storage,delivery,erection and[racing of trusses and truss systems.seeANSI/IPtt Quilty Criteria,DSB-69 and BCSI Bulking Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Aiexcxdula.VA 22314. Tempa.FL 33610 Job Truss Truss Type I Qty Ply T9071578 10520T0 T26 Monopitch 3 1 Job Reference(optional) . Building Component Supply, Jacksonville,Fl 32256 ' 8.010 S Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:54:04 2016 Page 1 ID:OS7VY55ZG2cyehlmUFHn6Hz7._W L-RHxzRP_Gf_4W WC_ESJvShmzjaY?OK4C_0w?WXywgD1 9-3-7 13-4-0 I 4-9-7 -F 4-5-15 I 4-0-9 — I 49-7. Special Scale=1:27.1 6x8= 4x5= 3 9 10 4 3.00 12 4x6 s- , i 2 8 0 n 2x4 I d 4 .i _ i 6 5 7 4x10- 2x4 II 4x5= 13-4-0 i 94-7 I 4.0.9 I —- 9.3.7 Plate Offsets(X,Y)-- 12:0-2-12,0-2-0],13:0.3-8,0-2-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.19 6-7 >823 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.49 6-7 >319 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.43 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:75 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. REACTIONS. (lb/size) 5=802/Mechanical,7=641/0-5-8 Max Horz 7=73(LC 8) Max Uplift 7=-11(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-775/0,3-4=-696/0,4-5=-797/7 BOT CHORD 6-7=-109/805 WEBS 3-6=-471/0,4-6=0/972,2-7=-828/40 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4it Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 13-2-4 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)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)7. 7)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20 has/have been modified.Building designer must review loads to verity that they are correct for the intended use of this truss. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)180 lb down and 59 lb up at 9-3-7,and 220 lb down at 9-3-7 on top chord. The design/selection of such connection device(s)is the responsibility of others. 9)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 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-4=-60,5-7=-20 Concentrated Loads(Ib) Vert:3=-400(F=-220) 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pili) Vert:1-3=-50,3-4=-50,5-7=-20 __ A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M9.7473 rev.10/03P2015 BEFORE USE. • Design valid for use only with MilekS connectors.this design Is based only upon parameters shown,and Is for an Individual building component.riot a taus system.Before use,the biding designer must verity the applicability of design parameters and properly rly 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 i MiTeke is always required for stability and to prevent clique with possible personal injury and property damage. For general guidance regarding the I 6904 East Blvd. fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/IPl1 Quality Criteria,058-89 and BCSI Building Component Il 6904 P.Parke E asi 0 Safety Information available from Truss Plate Institute.218 N.lee Street,Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply T9071578 10520T0 T26 Monopitch 3 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:54:04 2016 Page 2 ID:OS7VY55ZG2cyehlmUFHn6Hz7 WL-RHxzRPGf.4WWC_ESJvShmzjaY?QK4C_Qw?WXywgD1 LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-378(F=-220) 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-20,3-4=-20,5-7=-40 Concentrated Loads(lb) Vert:3=-355(F=-220) 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=36,3-8=21,3-4=24,5-7=-10 Horz:1-8=-46,3-8=-31 Concentrated Loads(Ib) Vert:3=-161(F=-220) 5)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=21,3-9=24,4-9=34,5-7=-10 Horz:1.3=-31 Concentrated Loads(ib) Vert:3=-165(F=-220) 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-36,3-4=-32,5-7=-20 Horz:1-3=16 Concentrated Loads(Ib) Vert:3=-347(F=-220) 7)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1.3=-36,3-4=-32,5-7=-20 Horz:1-3=16 Concentrated Loads(Ib) Vert:3=-347(F=-220) 8)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-3=22,3-10=28,4-10=13,5-7=-10 Horz:1-3=-32 Concentrated Loads(Ib) Vert:3=-180(F=-220) 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=11,3-4=28,5-7=-10 Horz:1-3=-21 Concentrated Loads(Ib) Vert:3=-180(F=-220) 10)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-21,3-4=-21,5-7=-20 • Horz:1-3=1 • Concentrated Loads(lb) Vert:3=-322(F=-220) 11)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(p11) • Vert:1-3=-10,3-4.21,5-7=-20 Horz:1-3=-10 Concentrated Loads(Ib) Vert:3=-322(F=-220) 12)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=19,3-4=19,5-7=-10 • Horz:1-3=-29 Concentrated Loads(Ib) Vert:3=-200(F=-220) 13)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=8,3-4=8,5-7=-10 Horz:1-3=-18 Concentrated Loads(Ib) Vert:3=-224(F=-220) 14)Dead+0.6 MW FRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-21,3-4=-21,5-7=-20 Horz:1-3=1 Concentrated Loads(Ib) Vert:3=-322(F=-220) 15)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Q WARNING-Verity design parameters end READ NOTES ON TMS AND INCLUDED MREK REFERANCE PAGE MS-7473 rev.10032015 BEFORE USE. Design valid for use only with MilekES connectors.this design Is based only upon parameters shown.and Is for an IndlVkiiol building ng 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 balding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary anti permanent bracing Milek• Is always required for stabkity and to prevent collapse with possible personal Injury and property dkrn«te. For general guidance regarding the E Parke ast Blvd. fabrication.storage,delivery.erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6 6904 P.FEast 0 Safety tntormaHon available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Job Truss Truss Type Qty Ply T9071578 10520T0 T26 Monopitch 3 1 Job Reference(optional)_ Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:54:04 2016 Page 3 ID:0S7VY55ZG2cyehlmUFHn6Hz7_WL-RHxzRP_Gf_4WWC_ESJVShmzjaY?QK4C_.Ow?wXywgD1 LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-3=-21,3-4=-21,5-7=-20 Horz:1-3=1 Concentrated Loads(Ib) IVert:3=-322(F=-220) 16)Dead:Lumber Increase=0.90,Plate Increase=0.90 PIt.metal=0.90 Uniform Loads(pit) Vert:1-3=-20,3-4=-20,5-7=-20 Concentrated Loads(Ib) Vert:3=-310(F=-220) 17)Dead+0.75 Roof Uve(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-51,3-4=-51,5-7=-20 Horz:1-3=1 Concentrated Loads(Ib) Vert:3=-386(F=-220) 18)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-42,3-4=-51,5-7=-20 Horz:1-3=-8 Concentrated Loads(Ib) Vert:3=-386(F=-220) 19)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-51,3-4=-51,5-7=-20 Horz:1-3=1 Concentrated Loads(Ib) Vert:3=-386(F=-220) 20)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-51,3-4=-51,5-7=-20 Horz:1-3=1 Concentrated Loads(Ib) Vert:3=-386(F=-220) • 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MI7473 rev.10/03/7015 BEFORE USE. Design valid for use only with Wei&connectors.This design is based only upon parameters shown.and Is for an IndMdual balding component,not a truss system.Before use,the bullring designer must verify the applk:abltty of design paranetors and properly incorporate this design Into the overall balding design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" • is(Sways 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 tnss systems,seeANS1/IPl l Quality Criteria,DS8-09 and SCSI Building Component 6904 Parke East Blvd. Safety Information available horn truss Plate institute.218 N.Lee Street.Suite 312.Alexandra.VA 22314. Tampa.FL 33610 Job Truss Truss Type I Ory Ply 1 T9071579 10520T0 T27 Monopitch 5 I 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 4 ., 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:54:05 2016 Page 1 I D:OS7VY55ZG2cyehlmUFHn6Hz7_W L-vTVLII?uQICN8LZR01 QhEzVuuyO03TE7fakSSzywgDO 6-8-0 13.4.0 68-0 i — - 6-&0 2x4 II Scale=1:30.4 3 3.00 12 rt. 8 4x5 2 7 4x5 1 71 41101 0111-.111111111mmummommummummummor 11.411111111111111111 0,41 1 f■ r r. ir 5 4 6 4x5- 4x5= 2x4 II i 6-8-0 7340 --i 6-8-0 6-8-0 LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (hoc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.05 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.12 4-5 >999 180 BCLL 0.0 ' i Rep Stress Incr YES WB 0.70 Horz(TL) 0.01 4 n/a rVa BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:73 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) 6=522/0-5-8,4=522/Mechanical Max Horz 6=103(LC 8) Max Uplift 6=-52(LC 8),4=-101(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-725/79,1-6=-462/113 BOT CHORD 4-5=-150/664 WEBS 2-4=-712/163,1-5=-28/588 NOTES- 1)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=251t;B=45ft;L=24ft;eave=41t;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 13-2-4 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)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=lb) 4=101. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M8-7473 rv.10/03/2016 BEFORE USE. Mil. Design valid for use only with Mitek o connectors.this design Is based only upon parameters shown.and Is for an Individual building g component.not a truss system.Before use,the bulking designer must verify the appilcabilty of 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 required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Iebrkation.storage,delivery.erection and bracing of trusses and truss systems,seoANSUTPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Trus Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tempe,FL 33610 Job Truss Truss Type Qty Ply T9071580 10520T0 T28 GABLE ,1 1 _ Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 r 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:54:06 2016 Page 1 ID:OS7VY55ZG2cyehlmUFHn6Hz7_W L-Ng3js50W BbKEmV8dakxwmB26hLl_o3aGtEU?_PywgD? 6.5.8I — 12-11-0 -- 6.5.8 6-5-8 Scale=1:21.2 5x6= 5 5.00 12 4 Alb6 7 3 18 17 a 8 2 L 9 1 a e a El _ CI o ala o k16 19 15 14 13 12 11 20 10 3x5 3x5 12-7-4 12-1110 CI-3-1 12-3-8 031 Plate Offsets(My- [1:0.0-11,Edge),(5:0.3-0,0-2-41,(9:0.2-11,Edgel LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (lord) Vdefl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.08 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.12 10-11 >999 180 BCLL 0.0 ' Rep Stress Inch YES WB 0.12 Horz(TL) 0.02 9 rVa rVa BCDL 10.0 I Code FBC2014/TPI2007 Matrix-S Weight:55 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 6-8-6 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 1=483/0-3-8,9=483/0-3-8 Max Horz 1=-34(LC 10) Max Uplift 1=-174(LC 12),9=-174(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-766/766,2-3=-721/782,3.4=-700/786,4-5=-692/810,5-6=-692/812,6-7=-700/788, 7-8=-721/783,8-9=-766/767 BOT CHORD 1-16=-633/653,15-16=-633/653,14-15=-633/653,13-14=-633/653,12-13=-633/653, 11-12=433/653,10-11.633/653,9-10=-633/653 WEBS 5-13=-401/317 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=2ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-5.0 to 3-5-0,Exterior(2)3-5-0 to 6-5-8,Comer(3)6-5-8 to 9-5-8 zone;cantilever 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)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. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(Jt=lb) 1=174,9=174. A WARNING,-Verify design paramstars and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mu-7473 rev.10/03/1015 BEFORE USE. Design valid to use only with Mile's&connectors.This design B bused only upon parameters shown,and is to an Individual b ulding component.not a truss system.Before use,the building designer must verily the appik:abilty of design parameters and properly hcorporate this design into the overall building design. Bracing Indicated Is to prevent bxrckling of Indlvklual truss web and/or chord members only. Additional temporary and permanent bracing Wei( Is always required for stability and to prevent collapse with possible personal Injury and properly damage. Fa general geidalce regarding the East Blvd. fabrication,storage,deueery,erection and bracing of trusses and truss systems.seeANSI/1P11 Quality lty Criteria,DS8-89 and SCSI Building Component 6904 P.Parke Et 0 Safely Information avdiable from Truss Plate institute.218 N.lee Street.Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty 1 Ply T9071581 , 10520T0 T29 I Roof Special 1 1 Job Reference(optional) • Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:54:06 2016 Page 1 ID:OS7VY55ZG2cyehlmUFHn6Hz7_W L-Ng3js50W BbKEmVBdabcwm825aLnWo3?GtEU?_PywgD? 6.5.8 _11-11.0 12.11.0 i---- - -- 6-5-8 + ._ 5-5-8 1-0-0 5x6 Scale=1:22.4 = 2 5.00 12 17 16 18 15 3 1 nr • to t •- J � I 4 2x4 I 4x6 I! 4x6 I I 0.3.12 6-5-81 - 6-1-112-7-2 'd-3.12 6-1-12 Plate Offsets(X,Y)-- [1:0-2-8.0-1.6],[2:0-3-0,0-2-4],[3:0-2-8.0-1-61 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.04 4-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.34 Vert(TL) -0.07 4-9 >999 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.09 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:46 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 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=517/0-3-8,3=517/0-3.8 Max Horz 1=35(LC 11) Max Uplift 1=57(LC 12),3=57(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-681/176,2-3=-681/176 BOT CHORD 1-4=-88/564,3-4=-88/564 NOTES- 1)Unbalanced root 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=25tt;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0.0-0 to 3-0-0,Interior(1)3-0-0 to 6-5-8,Exterior(2)6-5-8 to 9-5-8 zone;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.Opst 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)1,3. • • • • • 0 WARNING•Verily doslpn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.f0r03/2015 BEFORE USE. Design markt for use oily with Mttekr connectors.This design Is based oNy upon parameters shown.and Is for an individual Wilding component.not a truss system.Before use,the braiding designer must verity the applk:abilly of design parameters and property Yscoq:xxato this design Into the overall bolding design. Bracing indicated fs to prevent buckling of Individual truss well and/or chord members only. Additional temporary aid permanent tra kxj MiTek' is always required for stability and to prevent collapse with possible personal inpxy and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPII Quality Criteria.DSB-89 and SCSI Building Component I 6904 Parke East BNd. Safety Information avcilable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tempa.FL 33610 Job Truss Truss Type 'Oty Ply T9071582 10520T0 T30 Roof Special 1 1 i Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:54:07 2016 Page 1 I D:OS7VY55ZG2cyehlmUFHn6Hz7_W L-rsd54R 18yvS5Nfjp7SS9JObFV16rX0006uDZW sywgD_ I 6 i 9-11-0 3-0-0 12-11-0 } I 6.5.8.5-8 3-5-8 Scale=1:22.7 6x6= 2 5.001-1T 14 6x6= 2x4 II 13 3 4 12 0g n 0 r. L _ c — 6 2x4 I I4x5=5 4x6 II 0-3-12 6-1-1265 I 9-11-0 12-74 12-1110 3-5-a 2-8-4 1 Plate Offsets(X,Y)-- [1:0-2-8,0-1-6],(2:0.3-0,0-2-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.08 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -0.11 5-6 >999 180 BCLL 0.0 ' Rep Stress'nor YES WB 0.17 Horz(TL) 0.01 5 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:51 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 7-9-4 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 5=498/0-3-8,1=524/0-3-8 Max Horz 1=36(LC 12) Max Uplift 5=-182(LC 12),1=-186(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-710/589,2-3=-648/584 BOT CHORD 1-6=-522/593,5-6=-522/593 WEBS 2-6=-283/269,3-5=-664/546 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=5.0psf;h=25ft;B=45ft;L=24ft;eave=4th Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-5-8,Exterior(2)6-5-8 to 9-5-8,Interior(1)9-11-0 to 12-9-4 zone;cantilever 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)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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 5=182,1=186. l A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE ARI-7473 rev.10/03/2015 BEFORE USE. tit Design valid for use only with Mitek£)connectors.this design Is based only upon paaneters shown.and is for as individual trading component,not a truss system.Before use,the building designer mull verity the appllcoblity of design paaneters and properly incorporate this design into the overall briding design. Bracing Indicated Is to prevent buckling of Individual truss web ad/or chord members only.Addltkrrot temporary and permanent bracing Mile* is always required for stability and to prevent collapse with possbie personal Init y and property damage. for general guidance regadng tuna fabrication,storage,delivery,erection and bracing of tnoses and truss systems.seeANSt/lPlt Qually Criteria,058-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Sulte 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type I Qty 'Ply T9071583, 10520T0 T31 GABLE1 1 I_ Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 ` 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:54:08 2016 Page 1 ID:OS7VY55ZG2cyehlmUFHn6Hz7.W L-K2AUHm1 mjDay?pI0h9_Orc7PZ9SYGzpZLYz6llywgCz 5.8-0 -I 5-8-0 3x4 II Scale=1:16.6 4 2x4 11 5.0012 3 , I 2x4 11 g 2 -1 N ill et r II �1 M. 10 7 11 6 5 K4, 2x4 I I 2x4 i I 2x4 3x4 II 5.8.0I4 I 5- .4 Plate Offsets(X,Y)-- [5:Edge,0-3-8] _ -- - LOADING(psf) SPACING- 2-0-0 CSI. i DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.08 7 >767 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.07 7 >895 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.01 Horz(TL) -0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S I Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-0 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. (lb/size) 5=204/Mechanical,1=204/0-3-8 Max Horz 1=66(LC 12) Max Uplift 5=-88(LC 12),1=-59(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=451t;L=24ft;eave=2f1;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-5-0 to 3-5-0,Exterior(2)3-5-0 to 5-6-4 zone;cantilever 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 2)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. 3)Gable studs spaced at 1-4-0 oc. 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)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)5,1. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 615.7473 rev.1W03/?015 BEFORE USE pat Design valid for use only with MilekC connectors.this design Is based only upon parameters shown,and Is kir an kndivkkral building component,not a truss system.Before use,the building designer must verify the appllcabIlty of design parameters and properly Incorporate ttds 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 hnimy and property damage. For general guidance regarding the 6904 Parke East Blvd.fabrication,storage,deliv delivery.erection and bracing of trusses and truss systems,seeANSI/1PI I Quality Criteria.DSB-89 and BCSI Building Component Safety Information available horn Truss Plate Institute.218 N.Lee Sheet.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type ]Qty Ply 19071584 i 10520T0 732 Monopitch 2 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 ' 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:54:08 2016 Page 1 ID:OS7VY55ZG2cyehlmUFHn6Hz7_W L-K2AUHm1 mjDay?ploh9_Orc70D9ULGzyZLYz6/IywgCz 5-8-0 I 680 2x4 II Scale=1:18.6 2 • 5.00 FIT 10 9 cV 1 1 I ' il II a A &' 3 I 2x4 I I 3x5 11 9.3-12 _5-8-0 1 0-3-12 5-4-4 Plate Offsets(X,Y)-- [1:0-2-4,0-0-141_ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.09 3-8 >733 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.31 Vert(TL) -0.10 3-8 >666 180 . BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS _ Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-0 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) 3=208/Mechanical,1=234/0-3-8 Max Horz 1=66(LC 12) Max Uplift 3=-93(LC 12),1=-66(LC 12) 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=5.0psf;BCDL=5.Opsf;h=25f1;B=45ft;L=2411;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0.0,Interior(1)3-0-0 to 5-6-4 zone;cantilever 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 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 fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,1. 1111111111111 0 WARNV4G-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.IWO1/201S BEFORE USE. lilt Design valid for use only with MuTeke 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 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 I M iTek 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 tr ss systems.seeANSI/TPI1 Qualify Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bird. 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 19071585 10520T0 T33 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:54:09 2016 Page 1 ID:OS7VY55ZG2cyehlmU FHn6Hz7_W L-oFksU620UW ipdztCFsVdOpgZGZhJ?NnjZCigakywgCy 8-10-8 I 17.9-0 8-10-8 8-10-8 Scale=1:29.0 5x6= 6 4.0012 5 7 — w 8 24 23 4 r 3 P r A 9 10 25 A22 2 II ! u w M 11 3'01 B E El- El El 01 f i e iliet 1b ,. 21 20 27 19 18 17 16 15 14 13 12 28 3x6 3x8 MT2OHS= 3x6 17-9-0 I 17-9-0 Plate Offsets()(,Y)-- [1:0-0-7,Edge1,16:0-3-0,0-2-41,111:0.3-15,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) IMOUd I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.30 12-13 >695 240 1 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.53 12-13 >395 180 MT2OHS 187/143 BCLL 0.0 " Rep Stress Ina YES WB 0.22 Horz(TL) 0.04 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 1 Matrix-S Weight:77 lb FT=20% I [ _ LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc purlins. BOT CHORD 2x4 SP No.2"Except" BOT CHORD Rigid ceiling directly applied or 4-11-3 oc bracing. 1-14:2x4 SP No.1 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=698/0-3-8,11=698/0-3-8 Max Horz 1=31(LC 11) Max Uplift 1=-251(LC 12),11=-251(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1381/1199,2-3=-1340/1223,3-4=-1321/1220,4-5=-1303/1224,5-6=-1312/1255, 6-7=-1312/1257,7-8=-1303/1226,8-9=-1318/1220,9-10=-1339/1224,10-11=-1382/1203 BOT CHORD 1-21.1076/1263,20-21=-1076/1263,19-20=-1076/1263,18-19=-1076/1263, 17-18=-1076/1263,16-17=-1076/1263,15-16=-1076/1263,13-15=-1076/1263, 12-13=-1076/1263,11-12=-1076/1263 WEBS 6-17=-570/576 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=2501;B=45f1;L=2411;eave=211;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 8-10-8,Comer(3)8-10-8 to 11-10-8 zone;porch 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)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 MT20 plates unless otherwise indicated. 5)All plates are 2x4 MT20 unless otherwise indicated. 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 tit 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=1b) 1=251,11=251. a WARNING-Vitally degyn panmeras and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev.10N3/2015 BEFORE USE. Design valid for use only w tin MIleldo connectors.this design Is based only upon parameters shown.and Is tel on 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 I building design. Bracing Indicated Is to prevent buckling of Indlvkdu al truss web and/or chord members only. Additional temporary and permanent bracing 1 MiTek' Is always required for stability and to prevent collapse with possible personal I nlu ry and properly damage. For general guidance regarding the EBlvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems.SeeANSI/WI1 Qualify Criteria,DSB 6904East-89 and BCSI Building Component i Tampa,04 ParkeF33610 asi Safety Information avdlable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. IJob Truss Truss Type Oty Ply T9071586.1 10520T0 T34 Common i 4 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:54:10 2016 Page 1 I D:OS7VY55ZG2cyehlmUFHn6Hz7_W L-G RIEiS31 Egq(E7SOpaOsx l Dmiz5?kggsosSD6BywgCx 7.0.08.10-8 10-9-0 17-9-0 i I 7-0.0 1-10-8 I 1-10-8 } 7-0-0 Scale=1:30.4 5x6 3 4.00 12 2x4\\ 2x4 I/ 2 4 18 �� `� 19 20 1 17 r- 5 s a. a IV v v 6 4. 3x8 II 3x611 7x10= 3x6 i I 3x8 II � 8-10-8 i 17-5-4 17--90 a-f2 8-6.12 8 612 -- 0-'3-1'2 Plate Offsets6,Edgek_[3_0-3-0.0-2-4],[5:0-5-6,Edge]___ LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.14 6-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.19 6-16 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.24 Horz(TL) 0.03 5 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:70 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-10 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-1-8 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=710/0-3-8,5=710/0-3-8 Max Horz 1=31(LC 11) Max Uplift 1=-256(LC 12),5=-256(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1224/927,2-3=-1014/886,3.4=-1014/886,4-5=-1224/927 BOT CHORD 1-6=-830/1103,5-6=-830/1103 WEBS 2-6=-321/161,3-6=-574/635,4-6=-321/161 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=4(t;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0.0-0 to 3-0-0,Interior(1)3-0-0 to 8-10-8,Exterior(2)8-10-8 to 11-10-8 zone;cantilever left and right exposed;porch 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) 1=256,5=256. 0000A WARNING-Verily design parameters and READ NOTES ON THUS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10/0302015 BEFORE USE pin Design valid for use only with MWTel&connectors.Ills 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 appllc< liily of design parameters and properly ixcorpxsrate this design into the overall balding design. &odng Indicated Is to prevent budding of IndNkluat truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possble personal inn ry and property damage. for general guidance regarding the 6904 Parke East Blvd. fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component Safety information available from Truss Plate Institute.218 N.Lee Street.Slice 312.Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T9071587 10520T0 T35 Half Hip Girder 2 1 Job Reference(optional) i Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:54:10 2016 Page 1 I D:OS7VY55ZG2cyehlmUF H n6Hz7_W L-GRIEIS31 EggfE 7SOpaOsxl DoAzBgksrsosSD6BywgCx 2-0.06.0-0- - I T------ 2-0-0 4-0-0 Scale=1:12.3 Special 4x10= NAILED 2x4 II 5.00 12 2 9 3 1 9 I d 1 r_ 10 11 4 '♦ 5 2x4 NAILED Special 3x5 II NAILED 3x4= 2-0-0 6-0-0 - ♦ 2-0-0 -- - 4.0-0 - Plate Offsets(X,Y)-- [1:0-2-4,0.0-14),[2:0-6-8.0-2-01 LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.02 4-5 >999 180 BCLL 0.0 " Rep Stress Incr NO WB 0.10 Horz(TL) 0.00 4 n/a rVa BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:27 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) 4=247/Mechanical,1=250/0-5.8 Max Horz 1=24(LC 8) Max Uplift 4=-58(LC 5),1=-33(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-351/57 BOT CHORD 1-5=-56/304,4-5=-53/315 WEBS 2-4=-329/55 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psh BCDL=5.Opsf;h=2511;B=45tt;L=2411;eave=4tt;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);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 20.0psf 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)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)4,1. 7)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)40 lb down and 60 lb up at 2-0-0 on top chord,and 8 lb down at 1-9-14 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)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 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,4-6=-20 Concentrated Loads(lb) Vert:10=-19(B)11=-10(B) l A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MY-7473 rev.1W03/2015 BEFORE USE. mil• Design valid for use only with Mllekth connectors.this design Is txue•ci only upon parameters shown,and is for at individual building component.not a truss system.Before use.the txildhxl 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 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 kixk: Parke East Blvd. atkxr,storage,delivery,erection and bracing of trussestea and s systems,seeANSUTPt t Quality Criteria.DSB-89 and SCSI Bud6904 Building Component 6904 P,FEast 0 Salety Information available horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job Truss I Truss Type Qty Ply T9071588', 10520T0 T36 Roof Special Girder 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 I. 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:54:11 2016 Page 1 I D:OS7VY55ZG2cyehlmUFHn6Hz7_.W L-kdscvo4f?8yW sG0bMHX5TE109M NjTJr101 W BmedywgCw 2-0-0 4.0-0I 5.11.8 6-9-0 I 2-0-0 2-0.0 1-11.8 048 2x4 II Scale=1:16.2 40111111110 4 1 . 4x10= II = 1r 5.00 I Special NAILED ih..„44111 2 h 111Z.11.1111V11. iliMIIIP 1 id 1 "i 111111..11111111111 II A CIIMIMMINIIIIII- IlMiril'illiri ,(0 16 �/ 11 7 6 NAILED 5 ,/ 2x4 Il 3x4= 3x5 I i Special 2x4 II NAILED 2.0.0 4.0.0I 6-0-0 2-0-0 2.0.0 2-0-0 Plate Offsets(X,Y)-- 11:0-2-4,0-0-141,12:0-6-8,0-2-01LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.07 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.16 6 >445 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.12 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-MS Weight:27 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 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 5=241/Mechanical,1=248/0-5-8 Max Horz 1=46(LC 25) Max Uplift 5=-41(LC 8),1=-26(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-396/53 BOT CHORD 1-7=-73/340,6-7=-78/381 WEBS 2-7=-42/323,2-6=-465/97 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=24ft;eave=4tt;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional);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 tit between the bottom chord and any other members. 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)5,1. 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)63 lb down and 60 lb up at • 2-0-0 on top chord,and 8 lb down at 1-9-14 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 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 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 • Uniform Loads(pit) Vert:1-2=-60,2-3=-60,3-4=-60,5-8=-20 Concentrated Loads(Ib) Vert:6=-2(B)11=-19(B) • Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE Mil-7473 rev.11/03/2015 BEFORE USE. ' Design valid for use only with Mitek®connectors.this design Is based only upon parameters shown,and Is for rn individual t+eliding component.not a truss system.Before use,the bxikding designer must verity the applicability of design parameters and properly i v.orf irate this design Into the overall b&Adkq 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 f>ossINe personal Inlay and property(foliage. For general guidance regarding the fabrication,storage,delivery,erection and tracing of treses and truss systems,seoANSI/1PI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety INormallon avalktle from truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type 'Oty Ply T9071589 1052010 T37 Half Hip Girder 1 1 _ Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 i 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:54:12 2016 Page 1 I D:OS7VY55ZG2cyehlmUFHn6Hz7 W L-Cg0_784HmR4NUObnw?2KOSIAXmgLCnW 9GAxKA3ywgCv 2-0-0 4-0-0 I— 2 0 0 –r 2-0-0 Special f Scale=1:9.9 2 3 `( 5.00 NT 4x5= T 1 7 g 4 5 Special 2x4 I NAILED 3x5 'I 44 I 2-0-0 — I— 110-66 40 9 2-0.0 Plate Offsets(X,Y)-- 11:0-2-4,0.0-14] LOADING(psi) SPACING- 2-0-0 CSL I DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.02 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Verl(TL) -0.06 5 >842 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.03 Horz(TL) 0.03 3 n/a r1/a BCDL 10.0 Code FBC2014/fP12007 Matrix-MS Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 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 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 3=58/Mechanical,4=108/Mechanical,1=168/0-5-8 Max Horz 1=24(LC 8) Max Uplift 3=-27(LC 4),4=-8(LC 8),1=-18(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 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=5.0psf;BCDL=5.0psf;h=25ft;B=45f1;L=24ft;eave=oft;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional);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 psi 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)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)3,4,1. 8)"NAILED'indicates 3-10d(0.148'x3`)or 3-12d(0.148`x3.25')toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)40 lb down and 60 lb up at 2-0-0 on top chord,and 8 lb down at 1-9-14 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 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 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert 1.2=-60,2-3=-60,4-6=-20 ' Concentrated Loads(Ib) Vert:9=-19(8) � f 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10103/2015 BEFORE USE. Design valid for use only with Weld'connectors.This design Is based only upon parameters shown.and Is for on IndWkAxil building component.not a truss system.Before use.the txlicing designer must verify the appiicablity of design[aerometers cx-d properly incorporate this design Into the overall • bLddkny design. Bracing Indicated Is to prevent buckling of individual tr ss web and/or chord members only. Additional temporary and permanent bracing cing MiTek- Is always required for slabltty and to prevent collapse with possible personal k*ay and property dorrrage. For general gukiance regordnt}the fabrication atiors storage,delivery,erection and bracing of trusses and truss systems,seeANSUIP11 Quality Criteria,DSB-89 and BCSI Bulding Component 6904 Parke East Blvd. Safely Intormalon avcilabte Corn Teas Plate Institute,218 N.Lee Street.Suite 312,Atexaldda,VA 22314. Tampa,FL 33610 Job Truss Truss Type i Qty Ply 19071590 10520T0 T38 Monopitch Girder :1 1 I i Job Reference(optional) • Building Component Supply, Jacksonville,Fl 32256 ` 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:54:12 2016 Page 1 ID:0S7VY55ZG2cyehlmUFHn6Hz7._WL-CqQ_784HmR4NUObnw?2KOSI??mkBCnx9GAxKA3ywgCv 4.0-0 d 4-0-0 Scale=1:14.2 2 2x4 II 5.00. 1111 1 I' 1: 1 7 8 3 JUS24 JUS24 7x6= 2x4 I 1 4-0.0 H 4-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.07 3-6 >696 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.16 3-6 >287 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.03 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x4 SP No.1 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) 3=728/Mechanical,1=684/0-5-8 Max Horz 1=46(LC 8) Max Uplift 3=-i20(LC 8),1=-106(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=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=241t;eave=41t;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Ops1 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 3=120,1=106. 6)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-0-12 from the left end to 3-0-12 to connect truss(es)to front face of bottom chord. 7)Fill all nail holes where hanger is In contact with lumber. 8)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 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-2=-60,3-4=-20 Concentrated Loads(Ib) Vert:7=-584(F)8=-520(F) tI MIMI A WARNING-Italy design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MB-7073 rev.1003.2015 BEFORE USE imi- Design valid for use only with MITeky)connectors.this design Is based only upon parameters shown,and is for an individual balding component.not a teas 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 IrrdMdual 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 properly damage. For general guidance regarding the East Blvd. Parke fabrication.storage.delivery,ereclfon and bracing of trusses and truss systems.seeANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 60690gP.F 33610 Safely information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. r Job Truss Truss Type !Cry Ply T9071591 10520T0 VM01 Valley 11 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 .. 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:54:13 2016 Page 1 ID:OS7VY55ZG2cyehlmUF Hn6Hz7_W L-g0_NKUSvXIC ESaAzUiZZYfrMsAFPxEiI UggtjVywgCu 5-6-0 6-2-0 I -0-8-0 I 5-6-0 0-8-0 0-8-0 Scale=1:14.6 2x4 I I 2x4 I I 2x4 I I 1 2 9 3 10 4 5 T :•:'.❖:•:•:•:::•:❖:❖::•••:••:•:•::❖:•:•:••::•:❖:❖:•:❖:•::•::❖::❖:•:::❖:•:•:❖:••:❖:•:•:•:❖:•:•:❖:•::❖:❖:'::::::❖:: 8 7 6 2x4 I 2x4 2x4 5-6-0 F 5-6-0 I LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) 0.00 4 Nr 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 i Vert(TL) 0.00 4 n/r 120 BCLL 0.0 ' Rep Stress lncr YES WB 0.03 Horz(TL) 0.00 6 Na Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:26 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-0 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. (lb/size) 8=144/5-6-0,6=144/5-6-0,7=226/5-6-0 Max Uplift 8=-59(LC 8),6=-59(LC 9),7=-45(LC 9) J FORCES. (lb)-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.Ops1;BCDL=5.0ps1;h=25ft;8=4511;L=241t;eave=4th Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-0.8-0 to 2-4-0,Interlor(1)2-4-0 to 6-2-0 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)Gable requires continuous bottom chord bearing. 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8,6,7. A WARNING-Verify design paremsfers and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M*7473 rev.10/03/2015 BEFORE USE. pg• Design valid for use only with Weida connectors.Ills design is bused only upon parameters shown.and is for an Individual building component.not a Inas system.Before use.the bulling designer must verity the appllcabilly of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of IndMdual titers web and/or chord members only.Additional tempos ry and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal!Flury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/IP11 Quality Criteria.058-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avalltle tom Truss Plate Institute.218 N.Lee Street.Stile 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T9071592I 10520T0 VM02 Valley 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 —, 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:54:13 2016 Page 1 ID:OS7VY55ZG2cyehlmUFHn6Hz7_W L•g0_NKUSvXICESaAzUiZZYIrMtAFPxEjI UggtjVywgCu -0-8-0 5.6.0 6.2.00-8.0 — 0-8-0 I 5.6.0 Scale=1:13.1 1 2x4 I I 2x4 11 2x4 1 4 2 9 3 10 5 —I — ]1 8 7 6 2x4 II 2x4 2x4 5-6-0 I . 5-6-0 - _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) 0.00 4 rilr 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(TL) 0.00 4 n/r 120 BCLL 0.0 ' Rep Stress'nor YES WB 0.03 1 Horz(TL) 0.00 6 rn/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-0 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. (lb/size) 8=144/5-6-0,6=144/5-6-0,7=226/5-6-0 Max Uplift 8=-59(LC 8),6=-59(LC 9),7=-45(LC 9) 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.Opsf;BCDL=5.Opst;h=25ft;B=451t;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-0-8-0 to 2-4-0,Interior(1)2-4-0 to 6-2-0 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)Gable requires continuous bottom chord bearing. 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)8,6,7. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE x1111.7473 rev.100312015 BEFORE USE. —. Design valid for use only with Mlleka-u connectors.t5As design is based only upon praaneters shown,and is for an Individual balding coral rot mil,net a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this doskan Into the overall bulling design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Aclditlonal temporary Bart permanent firming MiTek' IS always required for stability and to prevent collapse with possible personal him and property damage. for general guidance regarding the 6904 Parke East Blvd.storage,delivery,erection and txactng of trusses and truss systems,seeANSI/TPI1 Quality Cr tsrla,DSB-89 and BCSI BuNding Component Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. --- Tampa.FL 33610 Job Truss Truss Type Oty Ply 19071593 1052010 VM03 Valley 1 1 Job Reference(optional) Building Component Supply. Jacksonville,Fl 32256 .__� 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:54:14 2016 Page 1 ID:OS7Vy55ZG2cyehlmUFHn6Hz7 WL-BCYIYg6X13K5jk19205o5tNXdabeghzSjUORFyywgCt •0.8-0 5-6-0 - 6-2-0 1 1111-- 0-8-0 5-6-0 0-8-0 Scale=1:13.1 1 2x4 11 2x4 11 2x4 I 4 2 9 3 10 5. Ill -1 ' i I II 1 II i H :° :000 0 : •:❖ :❖:•:;0 =,:,.t:....X.•-:::=0=4....-.11.11.11•-_.11.1:44.-..-•_•-•-._•-4.4.•11_.11..•11.11.11 414.4.-4114-•.•-•-•-.-•-•-•-_•-•-•-•-•-•-•-•.•.•e:•:•:•-❖:•:•:•.•::e-•:•:•_- 6 7 6 • 2x4 2x4 I 2x4 5-6-0 5-6-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Ven(LL) 0.00 4 rilr 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(TL) 0.00 4 n/r 120 BCLL 0.0 • Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc putlins, 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. (lb/size) 8=145/5.6-0,6=145/5.6-0,7=225/5-6-0 Max Uplift 8=-59(LC 8),6=-59(LC 9),7=-45(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45tt;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-0-8-0 to 2-4-0,Interior(1)2-4-0 to 6-2-0 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)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 pst 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8,6,7. • pail � I I 0 WARNING-Witty alas gn paramafire and READ NOTES ON THIS AND NVCLUDED MREK REFERANCE PAGE MR-7473 rev.10/03/201S BEFORE USE. Design valid for use only with Mllek8 connectors.This design Is based only ripen parameters shown,and Is for an Individual building component,riot a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into tIre overall • building design. Bracing indicated Is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent ent t racing MiTek' Is always requked for stabBity and to prevent collapse with possible personal inlray and property damage. For general guidance regarding the fabrication,storage.delivery.erection and bracing of trusses and truss systems.seeANSUTPI l Quality Cr ter a.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely InformatIus on available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa-FL 33610 L___ Job Truss Truss Type Qty Ply 79071594 10520T0 VM04 Valley 1 1 Job Reference(optional)_ _ Building Component Supply, Jacksonville,Fl 32256 ' 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:54:15 2016 Page 1 ID:OS7VY55ZG2cyehlmUFHn6Hz7_W L-cP671A793MSyLuKMb7c1 e4wi N_xtP8Eby89_nOywgCs 5-6-0 – 6-2-0 I 0 6�0 II 0-8-0 0-8-0 Scale=1:13.1 2x 1 2x4 I I 4 II 2x4I 2 9 3 10 4 5 — 8 7 6 2x4 I 2x4 I 2x4 I 5-6-0 5-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) 0.00 4 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(TL) 0.00 4 ri/r 120 BCLL 0.0 ' Rep Stress!nor YES WB 0.03 Horz(TL) 0.00 6 n/a n/a Weight:21 lb FT=20% BCDL 10.0 Code FBC2014/TPI2007 Matrix-S LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-0 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) 8=145/5.6-0,6=145/5-6-0,7=224/5-6-0 Max Uplift 8=-60(LC 8),6=-60(LC 9),7=-45(LC 9) 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=5.0psf;BCDL=5.0pst;h=25ft;B=45tt;L=24ft;eave=41t;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-0-8-0 to 2-4-0,Interior(1)2-4-0 to 6-2-0 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)Gable requires continuous bottom chord bearing. 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 tit 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)8,6,7. A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. pit Design valid for use only with MifekS connectors.this design is based only upon parameters shown,and Is for an frx9vldnxA bidding component.not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design ink,the overallMiTek' building design. 8id rrctcing Indicated is to prevent buckling of individual truss web and/or chord members only. Additkxnal temporary and permanent txa ting Is always required for stability and to prevent collapse with possible personal kulury and properly damage. For general guidance regarding the East BNd. fatxk:otkn,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality Cr terta,DSB-89 and SCSI Building Component 690469 P.Parke East Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Mexa nckla.VA 22314. Job Truss Truss Type II Ply T9071595 10520T0 VM05 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 '— _y 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 12:54:15 2016 Page 1 ID:OS7VYSSZG2cyehlmU FHn6Hz7_W L•cP671A793MSyLuKMb7c 1 e4wiN_xsP8Eby89_nOywgCs I 0.8-0 I — 5-6---6-o 6-2-0 0-8-0 I 0-8-0 Scale=1:13.1 3x8 II 1 9 3 10 4 5 1 — J i B 7 6 3 3x8 x8 5-6-0 I _ 5-6-0 -- -LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (lou) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) 0.00 4 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(TL) 0.00 4 n/r 120 BCLL 0.0 • Rep Stress lncr YES WB 0.03 Horz(TL) 0.00 6 n/a rya Weight:201b FT=20% BCDL 10.0 Code FBC2014/TPI2007 I Matrix-S LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 SOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (lb/size) 8=145/5-6.0,6=145/5-6-0,7=223/5-6-0 Max Uplift 8=-60(LC 8),6=-60(LC 9),7=-44(LC 9) 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.Opsf;BCDL=5.0pst;h=25ft;B=45ft;L=24ft;eave=4tt;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-0-8-0 to 2-4-0,Interior(1)2-4-0 to 6-2-0 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)Gable requires continuous bottom chord bearing. 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 20.0pst 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)8,6,7. A WARNING•V. design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI7473 rev.10/03/1015 BEFORE USE. n Design valid Tor use only with MlTekc't connectors.this design Is based only upon parameters shown,and Is for an individual building component.not a truss system.Before use,the betiding designer must verify the c>(rpltcablity of design parameters and properly Incorporate this design into the overall IMil's** 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 kdray and property damage. For general guidance regarding the 6904 Pa East Blvd. fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSt/TPI1 fatally Criteria,DSB-69 and BCSI Building Component 69 P.rk Est 0 Safety Infomwllon available from truss Plate Institute.218 N.Lee Sheet,Suite 312.Alexandra.VA 22314. co p y w D U) m � � (n � cn PO, �'c . 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