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1692 MARITIME OAK DR - VOID TRUSSES -------<7Q\ .. l Floor Connector Total List 4 CBCS Manuf Product Qty , USP JUS24 9 BUILDING COMPONENT SUPPLY, INC. USP THD26-2 2 4627 JP HALL BLVD. SUITE 20B Qty USP THD46 2 GREEN COVE SPRINGS. FL 32043 USP THDH26-3 0: 904.297.9390 F: 904.529. 1406 BEARING HEIGHTS — 1-04 --jpIej V .:M N N iT Naffl ' 9 I- 1 1 /B u 1.- HI- 1- I-. I- q 1_ ^, ' T56 K I Ni 0-00 ' u ```]]] L 1 D - 1 1 /B �� 4-00-00 00 , _ 6-00-00 4-00-00 0.00 i m �I T57 F--. JUS24, . T57 4° JUS24 I i Pi FG03 - •?, ' T57 . 10-00 I i t t _- ._I > FT03 ? o 2 T57‘a 2 $ 0-00 g 9 `— N THIS IS A TRUSS PLACEMENT FT03,' > T571 DIAGRAM ONLY. -00 i� t, These trusses are designed as FT03 c I 157 individual building components to be Qo ��G incorporated into the building design at FT03 a� e��l the specification of the building T57 designer. See individual design sheets 10-00 II D. for each truss design identified on the FT03 T56 i placement drawing. The building ID-00 _---1 o designer is responsible for temporary la FT0: g o and permanent bracing of the roof and 54 t floor system and for the overall 1,,,,,,,,,,/,,,,„ ( - t "( it ,1 - til - J "' structure. The design of the truss FT07111 support structure including headers, F11. 1-06-00 FT07I' beams, walls, and columns is the . responsibility of the building designer. 2-00-00 2-00-00 III $ For general guidance regarding F11 1 i FT07I1 $ bracing, consult"Bracing of Wood © 2-00-00 F11 2-00-00 FT07II Trusses" available from the Truss Plate b $ Institute, 583 D'Onifrio Drive; Madison, d WI 53179. 11-00 /j.,;1, — III ��' ATTENTION. F10 2-00-00 FT06111 Refer to truss layout and engineering 200 00 III documents that arrive with delivered F10 2-00-00 Ill I field trusses. , ; ; „._____ N 2-00-00 FT06111 Unless noted otherwise, all beams are Ill by others. F 10._ __x 2-00-00 lii O REVISION DATE X05 p CHECKED BY 00/00/1 5 F10 N 2000 o F1O dp CLIENT TOLL BROTHERS 2-00-00 �p pp ` Ir1,,• F10 O O �p ` J 1-1W19 r j,1 SUBDIVISION ATLANTIC BEACH MODEL i ;I/// AG S. . O - _ - F096'00'00 Q GREENWOOD 9 N ELEVATION CARRIBEAN DRAWN BY LOT CJR DATE LAYOUT 120 07/1 2/201 6 REF TS 1 0 5 2 3 T 0 Products PlotiD Length Product Plies Net FBM1 19-04-09 1-3/4"x 16"VERSA-LAM®2.0 3100 SP 2 2 71-05-00 7-00-00 2-11-11 61-05-05 F r 1 1 ,A. v ;., v //NN////,r////41////,,/7/4// / 1. T1rr�///// ////'/////.////Xj FT01 �' r ,, LLoois °gA aocA 1- 1 LL LL LL LL LL LL LL FT02 c'1 ✓2 i2 2-C FT02 v o 0 0 2-C J24 1\ i o 0 o q $ $ $ FT02 � t; o o— • o o � d o o / p i _ N N N N , N N 2-( O J24 I I FT02 O m 4-00-00 4-00-00- ,Y \ 2-C J24 N % 2-C /I Q )1 LL 2 �YQI 1 ,,, _ X X 2 T42 nose c C14'' c ' J07 1 IL LL �I 'SR 2 1 ,:'. 7-03.00 P �; g $ 1 $ ; , I 2 i • o I '� -- _..�—_ ►_� n026-2 ! ill \• \ \\ II \ II •IN �\ ' 4 111111 \ II '\ \ N I . ii I . II 16-00-00 \ ! I 1111 ' ilII ' I 1II III II II kiii — „ • --0 , ie///Jisr AssoY®smenumme1 ///IUi %////f/////.RI///!/////J�, zorozol0 10-00-00 HEADER DOWN 5305-00 71-05-00 FIRST FLOOR SCALE: N IP 0 3-04-00 5-08-00 I PIZF *a#0.01/ BCS BUILDING COMPONENT SUPPLY, INC. r �j 4627 JP HALL BLVD. SUITE 208 1 TOtQI List GREEN COVE SPRINGS, FL 32043 0: 904.297.9390 ct Qty O o F: 904.529. 1406 21 o ao BEARING HEIGHTS 6 5 l 1 201-7" 71 N:' _1 I. • __ — ///�// 2-00-00 } x/ / X X T33 T32 ��/. �// o 0 J16 O 0 In 0 0 6-00-00 1 ' 06 N THIS IS A TRUSS PLACEMENT J16 I DIAGRAM ONLY. These trusses are designed as j individual building components to be J16 incorporated into the building design at 1-00-00 o the specification of the building J16 9 designer. See individual design sheets rHOzs T31 1-03-08 - for each truss design identified on the m placement drawing. The building M .g g _ _ designer is responsible for temporary P. T30E 0 I and permanent bracing of the roof and ' III i floor system and for the overall /' T29 T35i structure. The design of the truss ti III support structure including headers, / J04111 beams, walls, and columns is the T28 responsibility of the building designer. / _ _ -- III. o For general guidance regarding III j J04 9 bracing, consult"Bracing of Wood T27 \\ Q Trusses" available from the Truss Plate 04-00-00 III Institute, 583 D'Onifrio Drive, Madison, WI 53179. T26 Jam ATTENTION. JO a III 9 Refer to truss layout and engineering T35 documents that arrive with delivered 0o field trusses. N T25 cg N I '2 III Unless noted otherwise, all beams are — ` _ B by others. O J06 i REVISION DATE O \ + CHECKED BY 00/00/1 5 o 6-00-00 O CN i , T02 0 \\ �' 9 CLIENT TOLL BROTHERS 9 N. T01 r` 'e L- SUBDIVISION ATLANTIC BEACH � 13- H ' ' \� 2-00-00 c I MODEL GREENWOOD ELEVATION CARRIBEAN 5-08-00 DRAWN BY LOT # CSR DATE LAYOUT 120 07/12/2016 rs REF# 1 0523T0 43-00-00 20-08-00 _ 13 I• 0 9 8-00-00 8-00-00 9 o . o 9 M N NO (Otl IL. COm_0 . . . . . . . .. N' ._' 'd "%102 p , S Roofanuf ConnectProd' C hi m M 'J02 `' J0 USP JUS2 \,� USP THD2 T17 IT16 rr / I I I I T15 \,,. f/ / J [T14 / JUS24 o T13 9 �/ JUS24 „ - m / - T12 j/ JUS24 - .;-00-I I • T11 JUS24 I , o / T1 0 - JUS24 % o6 M T09 JUsu 'Fr o+ T08 5 j JUS24 , T07 JUS24 r - 1 ITN JUS24 9 0 T05 o JUS24 T04 / JUS24 r / T03 f/ nio2e r I it ,/ J02 9 J02_i 0, 9 0 0 0 o S S S S S S ' W N N J 0 0 18-00-00 I. o o 37-04-00 43-00-00 SECOND FLOOI SCALE: I\ 111.ill''' Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. F:!...E COPY MiTek® RE: 10523T0 - Greenwood MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa,FL 33610-4115 Customer Info: Toll Brothers Project Name: Greenwood Model: Lot/Block: 120 Subdivision: Atlantic Beach Address: 1692 Maritime Oak Dr 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 103 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet. I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T9068653 F01 7/18/016118 T9068670 FT03 7/18/016 2 T9068654 F02 7/18/016119 T9068671 FT04 7/18/016 3 T9068655 F03 7/18/016120 T9068672 FT05 7/18/016 4 T9068656 F04 7/18/016 121 T9068673 FT06 7/18/016 5 T9068657 F05 1 7/18/016 122 T9068674 FT07 7/18/016 6 T9068658 F06 7/18/016123 -_T9068675 J01 7/18/016 7 T9068659 F07 1 7/18/016 124 T9068676 J02 7/18/016 8 T9068660 F08 7/18/016 125 T9068677 J03 7/18/016 9 T9068661 F09 7/18/016 126 T9068678 J04 7/18/016 10 T9068662 F10 7/18/016127 T9068679 J06 7/18/016 11 T9068663 F11 17/18/016128 T9068680 J07 -7/18/016 '12 'T9068664 FG01 1 7/18/016129 T9068681 J08 7/18/016 13 T9068665 FG02 _. ..7/18/016 130 T9068682 J09 7/18/016 14 T9068666 FG03 1 7/18/016131 ;T9068683 _J11 7/18/016 15 T9068667 FG04 1 7/18/016 132 T9068684 J12 7/18/016 16 T9068668 FT01 I7/18/0161.33 _ T9068685 J13 7/18/016 17 T9068669 FT02 17/18/01.6.1_34 T9068686 J14 7/18/016 `01% IllHifi, The truss drawing(s) referenced above have been prepared by MiTek ``s 'p 1/IN VFz ,, Industries, Inc. under my direct supervision based on the parameters ,�� )• ..'• /c ENS'.'''.,i • � provided by Building Component Supply. o 68182 Truss Design Engineer's Name: Velez, Joaquin = j My license renewal date for the state of Florida is February 28, 2017. �.,, * IMPORTANT NOTE:Truss Engineer's responsibility is solely for i��/ STATE ;too:��/Z. design of individual trusses based upon design parameters shown , f,� �< ,•: on referenced truss drawings. Parameters have not been verified • Ssi• o R.• ��.�as appropriate for any use. Any location identification specified is '��,��NA� for file reference only and has not been used in preparing design. r J,,,inn Velez PENo.68182 Suitability of truss designs for any particular building is the , M USA,Inc.FL Gert 6634 responsibility of the building designer, not the Truss Engineer, Parke East Blvd.Tampa FL 33610 per ANSI/TPI-1, Chapter 2. July 18,2016 Velez.Joaquin 1 of 2 RE: 10523T0 - Greenwood Site Information: Customer Info: Toll Brothers Project Name: Greenwood Model: Lot/Block: 120 Subdivision: Atlantic Beach Address: 1692 Maritime Oak Dr City: N/A State: FL No. Seal# Truss Name Date No. Seal# Truss Name Date 35 T9068687 I J16 7/18/016 78 19068730 ,T36 7/18/016 36 T9068688 J21 7/18/016 179 T9068731 T37 7/18/016 1 137 T9068689 J22 7/18/016 180 T9068732 T38 7/18/016 1 38 T9068690 J23 7/18/016 181 T9068733 T39 7/18/016 1 139 T9068691 J24 7/18/016 182 19068734 T40 7/18/0161 40 T9068692 J32 7/18/016183 T9068735 T42 7/18/016 41 T9068693 J33 7/18/016 184 19068736 T43 7/18/016 1 42 T9068694 J34 7/18/016 185 T9068737 T44 ;7/18/016 43 T9068695 T01 7/18/016 186 T9068738 T45 17/18/016 44 T9068696 T02 7/18/016187 19068739 T46 17/18/016 45 T9068697 T03 7/18/016188 T9068740 T47 17/18/016 46 T9068698 T04 7/18/016189 T9068741 T48 1 7/18/016 47 T9068699 T05 7/18/016190 T9068742 T49 7/18/016 48 T9068700 T06 7/18/016 191 T9068743 T50 7/18/016 49 T9068701 T07 7/18/016192 T9068744 T51 7/18/016 50 T9068702 T08 7/18/016193 T9068745 T52 7/18/016 51 T9068703 T09 7/18/016 194 T9068746 T53 7/18/016 52 T9068704 T10 7/18/016 95 T9068747 T54 7/18/016 53 T9068705 T11 7/18/016 96 T9068748 T55 7/18/016 54 T9068706 T12 ! 7/18/016 97 T9068749 T56 7/18/016 55 19068707 T13 7/18/016 98 T9068750 T57 17/18/016 56 T9068708 T14 i 7/18/016 99 T9068751 T58 17/18/016 57 T9068709 T15 7/18/016 100 T9068752 V01 17/18/016 58 T9068710 T16 7/18/016 101 T9068753 V02 17/18/016 59 T9068711 T17 7/18/016 102 T9068754 V03 17/18/016 60 T9068712 T18 7/18/016 103 19068755 VO4 17/18/016 61 T9068713 T19 7/18/016 162 T9068714 T20 7/18/016 63 T9068715 T21 7/18/016 64 T9068716 T22 . 7/18/016 65 T9068717 T23 7/18/016 66 T9068718 T24 7/18/0161 67 T9068719 T25 7/18/016 68 T9068720 T26 7/18/016 69 T9068721 T27 7/18/016 70 T9068722 T28 7/18/016 71 T9068723 T29 7/18/016 72 T9068724 T30 7/18/016 73 T9068725 T31 7/18/016 74 T9068726 T32 7/18/016 75 1T9068727 T33 7/18/016 76 1T9068728 T34 7/18/016 77 1T9068729 T35 7/18/016 2 of 2 Job Truss Truss Type 1 YP 'Qty Ply Greenwood T9068653 10523T0 F01 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 S Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:03:25 2016 Page 1 I D:fAPSN 5HZ49dc6e9rb3Y U N4yZ8aa-kTICV K4iy23JehkO8 Rj MCZO2g 8dfpOeuzR Dc2Vywsjo 0.1.8 O,HB Scale=1:19.8 _ 3x4= 1 3x4 2 3 4 5 6 7 8 9 10 e tt o �1 '�' I lel e e 21N y - 4 — ` 2 C - O i v e • o oo •. o '.o .• ii';ii'ii;i•;i:i; i:;;i'iiiii.•::ii;i:iii::i'.•:;:;:i:.:•ii;i:i;:i;❖:;iii'iiii;:;: iiiiiiiii: •...•••••••••.•••••••••••••.••••••••••••••••••••••••••••••..•••••••..•••••••••••.•••••••.•...•ii;i;iO;i;i;ii;OiO;iO;i;i;i;iiii;il;ii;ii;i;i;i;i;i;i;i;ii;i'iii 20 19 18 17 16 15 14 13 12 11 3x4= 3x4= 3x4= 3x4= 1-6-12 2.10.12I 4-2-12 ( 5.6.12 I 6-10-12 , 8-2-12 l 9-6-12__ I 10-5-12 I 12-0-8 _-- 1-6-12 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 __1-_4-0 0-11-0 1-6-12 Plate Offsets(X,V)— [10:0-1-8,Edge],[12:0-1-8,Edge],[19:0-1-8,Edge] _ LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - ria 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 12 n/a Na BCDL 5.0 Code FBC2014/TPI2007 Matrix-S , Weight:59 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 6-0-0 oc bracing, Except: OTHERS 2x4 SP No.3(flat) 10-0-0 oc bracing:19-20,11-12. REACTIONS. All bearings 12-0-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)20,11,19,12,18,17,16,15,14,13 FORCES. (lb)-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. I I ...,. I 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M/I.7473 rev.10/032015 BEFORE USE. ' Design valid for use only with MIIeicn connectors.Itis design k based only upon parameters shown.and Is for an kadivickai bidding component,not 1 a truss system.Before use.the txikSng designer must verity the applieablity of design parameters and properly kworp xxato Mk design Into the overall building design. Bracing indicated Is to prevent buckling of Individual tons web and/ox chord members only.Additional terry xxcry and permanent bracing MiTek' i I is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the I tabrlcatlon,storage,delivery,erection and bracIng at Busses and truss systems-seeANSI/IPl1 Quality CrBorla,DSB•89 and BCSI BuIldIng Component 6904 Parke East Blvd. Safety Information available/10111 Lass Plato Institute,218 N.Lata Sheol Suite 31'1.Alex xxdda,VA 11314. Tampa.FL 33610 Job Truss Truss Type i Qty Ply ! Greenwood I i T9068654!1 10523T0 I F02 Floori 6 1 i Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:03:26 2016 Page 1 I D:IAPSN5HZ49dc6e9rb3YU N4yZ8aa-CfJaig5KjM BAFgJai9EblmxBZYglYmY1 C5z9axywsj? 0-1-8 1-3-0I 1-3-8 0.1-8 Scat=1:20.2 1.5x3= 1.5x3= 1 2 3 4 5 6 o • • i N. Azi&qh‘r4A4iihhhN. . a : is , 16 A 4 a WV 13 12 11 10 9 8 VIII A, V' A. 1.5x3 I. 1.5x3 I 1.6.0I 4-0-0 I 8-0-8 I 10-6-8 12.0.8 1 1-6-0 2-6-0 4-0-8 2-6-0 1-6-0 Plate Offsets(X,Y)-- [3:0-1-8,Edge],[4:0-1-8,Edge],[6:0-1-8,Edge] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL) -0.06 11-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.60 Vert(TL) -0.09 11-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:64 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(lla1) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(1lat) except end verticals. WEBS 2x4 SP No.3(llat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1 REACTIONS. (lb/size) 14=642/0-5-8,7=642/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-638/0,6.7=-638/0,1-2=-616/0,2-3=-1371/0,3-4=-1580/0,4-5=-1371/0,5-6=-616/0 I I BOT CHORD 12-13=0/1149,11-12=0/1580,10-11=0/1580,9-10=0/1580,8-9=0/1149 WEBS 6-8=0/792,1-13=0/792,5-8=-741/0,2-13=-741/0,5-9=0/328,2-12=0/328,4-9=-374/0,3-12=-374/0 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. A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M(TEK REFERANCE PAGE Md-7473 rev.10/03/2015 BEFORE n USE. Design valid use only WIT HWIelrS connectors.Ihls design is txtted only upon parameters shown >n .and Is for an Individual bulking cornrxent.not a truss system.Before use,the bulking designer must verity the aprlk:ability of design pxarnelcrs and properly knco rrxeato this design kilo the overall briding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional ter nlxrary and per ET Ixaclr>0 I Mitek' Is always required for stability and to prevent collapse with posstWe personal bluy and properly damage. For general grid nce roaming x true n fabr ratio ,storage.delivery,erection and bracing of misses and truss systems,seeANSI/IPI I Quality Criteria,DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from muss Plate Institute,218 N.lee Street.Suite 312.Alexandria.VA 22314. I I Tampa.FL 33610 Job Truss Truss Type Qty Ply Greenwood T9068655 10523T0 F03 Floor 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:03:27 2016 Page 1 I D:fAPSN5HZ49dc6e9rb3YUN4yZ8aa-gstyw05yUgJ 1 t.-umGslgi_UGCy7iHAQBQIij6Nywsj_ 0-1-8 I 1-3-0 l 1-5-9 0-1r8 Scale=1:26.9 4x6= 4x6= 1.5x3= 1.5x3 I 1.5x3= 1 2 3 4 5 6 7 8 • 16 N. 'N./ X. 9 N a., 19 q 16 15 14 13 12 11 10 A► 4x6= 1.5x3 II 4x6= I 1-6-0 4-0-0 9-5-9 11-11-9 14-5-9 15-11-9 1.6.0 2-6-0 5-5-9 I 2-6-0 I 2-6-0 I 1-6-0 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[5:0-1-8,Edgej,[8:0-1-8,Edgel,[14:0-1-8,Edge] _ LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) 1/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 I TC 0.61 Vert(LL) -0.17 12-13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.81 Vert(TL) -0.26 12-13 >720 240 BCLL 0.0 Rep Stress Ina YES WB 0.53 iHorz(TL) 0.05 9 Na n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S I Weight:83 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.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) 17=858/0-5-8,9=858/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-17=-855/0,8-9=-853/0,1-2=-862/0,2-3=-2054/0,3-4=-2775/0,4-5=-2775/0,5-6=-2672/0,6-7=-2069/0, 7-8=-857/0 BOT CHORD 15-16=0/1612,14-15=0/2490,13-14=0/2775,12-13=0/2775,11-12=0/2509,10-11=0/1608 WEBS 8-10=0/1104,1-16=0/1111,7-10=-1045/0,2-16=-1044/0,7-11=0/642,2-15=0/614,6-11=-612/0,3-15=-607/0, 6-12=0/333,3-14=0/582,5-12=-368/108 NOTES- 1 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. I 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. 1 WARNING-Ver/ designF IMMO Q H g parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/1-7473 rev.1N032015 BEFORE USE. l)osign valid for use only with Weld-)connectors.This design is based only upon txxameters shown,and is for an IndMdual building component-not . a truss system.Before use.the building designer must verify the appllcebllty of design parameters and properly hcorp roto this design Into the overall building design. Brochg Indicated is to prevent buckling of individual truss web and/or chord members only.AddltIonal temporary and permanent tracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general gukimco regarding the fabrication,storage.delivery,erection and txocing of trusses and tans systems,seeANSI/1'PI 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,Alexandria.VA 22314. Tampa.FL 33610 Job Truss I Truss Type Qty Ply Greenwood T9068656 10523T0 F04 Floor 1 1 ,Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:03:27 2016 Page 1 ID:tAPSN5HZ49dc6e9rb3YUN4y28aa-gstyw05yUgJ 1 t_umGslgl_UOuyluHH3BQIij6Nywsj._ 0.1.8 3x4 4_1 r4= 1-3-0 2 1.5x3 li 0-11-1 3 1,5x3 II 4 ?-1-g 1 Scale=1:9.4 9 — — 10 1.5x3 1.5x3= 4 a I 3x4= 3x4= 8 7 6 3x4= 3x4= I 4-2-1 4-2-1 Plate Offsets(,Y)-- [4:0-1-8,Edge],[6:0-1-8,Edge],[7:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (toc) 1/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.09 Vert(TL) -0.01 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.00 5 rVa n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:26 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-2-1 oc purlins, BOT CHORD 2x4 SP No.2(1lat) 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=209/0-3-8,5=209/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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. NT 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rev.IO03/20I5 BEFORE USE. Design a system.Beforid for use e use,the buiy with lding dti connectors. esigner m MO vveedty thebased applicability yof eessii4 n parars shown.arid is for an individual buIding meters ers and properly Incorporate ItgnmWtnot er ystdesign into the overall building design. &acing Indicated Is to prevent trickling of IrdMdud truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is dways required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery-erection and tracing 01 tnuses and truss systems,seeANSI/TPI1 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,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty I Ply 'Greenwood T9068657' 1052310 F05 Floor 5 I I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:03:28 2016 Page 1 I D:tAPSN5HZ49dc6e9rb3YUN4yZ8aa-82RL7M6aFzRuV8TzpaG3gBOTBLahOj_KfPSGdgywsiz 0-1-8 I--1 I 1-3-0 I 1-0.7 0 1_g 3x4_ -- Scale=1:10.9 1 3x4= 21.5x3 II 3 3x4= 4 f - r 10 —I 11 - l' 1.5x3— ! ` 1.5x3= i .‘ 1.5x3 II 3x4= 8 7 6 3x4= • 3x4= 3x4= I 4.0.7 I 5.6.7 —1 4.0.7 1-6-0 Plate Offsets(X,Y)-- [3:0-1-8,Edge),[4:0-1-8,Edge),[8:0-1-8,Edge1 LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) -0.02 6-7 >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 YES WB 0.19 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:33 lb FT=20%F,1146E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-6-7 oc puffins, BOT CHORD 2x4 SP No.2(tlat) except end verticals. WEBS 2x4 SP No.3(tlat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=285/0-3-0,5=285/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=-304/0,4-5=-286/0,1-2=-315/0,2-3=-315/0 BOT CHORD 7-8=0/315,6-7=0/315 WEBS 1-8=0/398 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. mit o WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE. i Design valid for use only with Milok8 connectors.Ibis design Is based only upon parameters shown,and is for an ind lvkxxrl building component.not a taus system.lief.ore use.the bulking designer must verity the applicability of design parameters rind properly Incorporate this design skin Info the overall building design. Bracing Indicated Is Io txevont buckling of Individual truss web acid/or chord members only.Additional ler rrpo aiy and txirmanenl bracing MiTek is always required tar stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the _ - ---_— . 1 kibilcatkxL storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI l Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Hale Institute,218 N.Lee Street State 312.Ahevesela,VA 72314. Tampa.FL 33610 Job Truss I Truss Type I Qty Ply Greenwood T9068658 10523T0 �F06 GABLE !1 1 I I I IJob Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:03:28 2016 Page 1 ID:fAPSN5HZ49dc6e9rb3YUN4yZ8aa-82RL7M6aFzRuV8TzpaG3gBOZoLf LOINKf PSGdgywsiz 3x6_ Scale=1:10.8 1 3x4= 2 1.5x3 II 31.5x3 '1 4 1.5x3 I 5 ~ � L 11 1.5x3— 1 0 / IME II •... ....•.•......❖..❖..❖.❖.•...❖.......❖.•.❖.❖.•.❖. .❖.•.•..❖.....-.❖.❖.❖.•.•.❖.❖.•.....❖.•..❖.❖.❖.❖...•.❖.•.❖.•.•..❖.❖..•.• 10 9 8 7 6 3x4- 3x4 1.5x3 • 3x4 3x4 1.6.12 2-10-12 3-8-11 5-3-7 I .: 1-6-12 1-4-0 0-9-15 1-6-12 Plate Offsets(X,Y)-__J Edge,0-1-8),[7:0-1-8,Edge],[9:0-1-8,Edgej_ LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (lac) I/dell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.11 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 ' Lumber DOL 1.00 BC 0.01 Verl(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) -0.00 6 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:31 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-3-7 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. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 5-3-7. (Ib)- Max Gray All reactions 250 lb or less at joint(s)10,6,9,7,8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 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. 1 __ 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. Design volkl for use only with Weir®connectors.this design Is based only upon rxxametors shown.and Is lot on individual building component.not11111• I a lrrse system.Before use,the t xiking designer rrnrst vedry the aPFliccttrBty of design parcxneters arxf properly hcorporate flus design Into the overall _ txldkrg design. fAocilg Irldk;olecf tt to prevent txtckllrlg of Irxllvkluol truss web arxf/w chord members only. Additkxx>I temporary aril permanent braclrlg Mulek Is always required for stability and to prevent collapse with possible personal it)<ay and property damage. For general guidance regarding the fabrication storage,delivery,erection and brach()of trusses and truss systems.SoeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component ! 6904 Parke East Blvd. Safety anlrm oalon available n less Plate Institute,218 N.tee Street Smite 312,Alexarxlrkn VA 22314. Tampa.FL 33610 Job 'Truss Truss Type Qty Ply Greenwood T9068659 10523T0 F07 Floor 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:03:29 2016 Page 1 ID:fAPSN5HZ49dc6e9rb3YUN4yZ8aa-cE?jLi7COHZ16129NHnIN PZZxiny122Tu3BpAGywsiy 0-1-8 1 I 1-8-1 Scale=1'31.1 4x6= 1.5x3= 3x6 FP= 1.5x3 II 4x6= 1 2 3 4 5 6 7 8 9 10 P \ii. I\viz /M e !.ied, X c 22 2 '\ N / X_ It._ e a s e ZO /9 18 17 16 15 14 13 12 11 4x6= 1.5x3 I I 3x12 M18SHS FP= 4x6= 1-6-0 4-0-0 6.6-0I 12.2.1 I _14-8-1 I 17-2-1 I 18-8-1 1 1-6-0 2-6-0 2-6-0 5-8-1 2-6-0 2-6-0 1-6-0 Plate Offsets(X,Y)-- 1:Edge,0-1-8],(2:0-1-12,Edge],[5:0-1-8,Edge],[9:0-1-12,Edge],[13:0-1-12,Edge],[16:0-1-8,Edge],[19:0-1-12,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.79 Vert(LL) -0.28 14-16 >777 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(TL) -0.45 14-16 >493 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(TL) 0.08 11 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:97 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-11-2 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 2-2-0 oc bracing. REACTIONS. (lb/size) 21=1007/0-5-8,11=1013/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-21=-1001/0,10-11.1007/0,1-2=-1026/0,2-3=-2544/0,3-5=-3460/0,5-6=-3818/0, . 6-7=-3818/0,7-8=-3465/0,8-9=-2543/0,9-10=-1025/0 BOT CHORD 19-20=0/1934,18-19=0/3124,17-18=0/3818,16-17=0/3818,14-16=0/3761,13-14=0/3130, 12-13=0/1934 WEBS 10-12=0/1364,1-20=0/1324,9-12=-1265/0,2-20=-1263/0,9-13=0/847,2-19=0/849, 8-13=-816/0,3-19=-807/0,8-14=0/466,3-18=0/541,7-14=-411/0,5-18=-679/0, 7-16=-237/454 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 4)Refer to girder(s)for truss to truss connections. 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. • 0 WARNING-verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIt-7473 rev.10/03/2016 BEFORE USE. Design valid for use only with MI Iela;connectors.this design is based oNy upon parameters shown,and Is for as individual building component,not a taus system.Before use,the building designer must verify the appikabilly of design paraneters and properly incorporate this design into Ila overall building design. (tracing Indicated Is to prevent buckling of IndNklu al 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 Inlay and property damage. For general guidance re lading the fabrk:atlon.storage,delivery,erection and bracing of trusses and Inas systems,seeANSI/1PI I Quality Criteria,OSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from inns Plate Institute,218 N.Lee Street,Strife 312.Nexandil a.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply I Greenwood I 19068660 10523T0 F08 Floor 19 I 1 ,Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:03:29 2016 Page 1 ID:IAPSN5HZ49dc6e9rb3Y UN4yZ8aa-cE?jLi7COHZ16129NHnI N PZddIgMl2BTu3BpAGywsiy 0-1-8 H: 1-3-0 I-1 0-1/8 Scale:3/8'=1' 4x6_ 1.5x3 I 4x6= 1.5x3= 3x6= 3x6 FP= 1.5x3 11 3x6= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 dia23 Be \ ��.� AI\ A' /L 24 7 �4t: �• �� 1Ma ec iNNVIIIIINIMINII Kr._ r. 21 20 19 18 17 16 15 14 13 4x6= 3x12 M18SHS FP= 4x6= 1-6-0 4-0-0 6-6-0 12-5-0 14-11.0 17-5-0 18-11-0 6-0 I 2-6-0 2-6-0 5-11-0 I 2.6-0 2-6-0 I 140 l 1 Plate Offsets(X,Y)-- 11:Edge,0-1-8),[11:0-1-8,Edge1,04:0-1-8,Edge],[17:0.1-8,Edge],[18:0-1-81ge],[20:0-1-8,Edge] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ltd PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.55 Vert(LL) -0.28 18 >787 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.73 Vert(TL) -0.44 18 >504 240 M18SHS 244/190 BCLL 0.0 Rep Stress Ina YES WB 0.64 Horz(TL) 0.08 12 rVa n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:99 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(tlat) TOP CHORD Structural wood sheathing directly applied or 5-11-3 oc purlins, BOT CHORD 2x4 SP No.1(flat) except end verticals. WEBS 2x4 SP No.3(llat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 22=1020/0-5-8,12=1020/0-3-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-22=-1015/0,11-12=-1015/0,1-2=-1041/0,2-3=-2587/0,3-5=-3531/0,5-6=-3948/0, 6-7=-3948/0,7-8=-3948/0,8-9=-3531/0,9-10=-2587/0,10-11=-1041/0 BOT CHORD 20-21=0/1962,19-20=0/3187,18-19=0/3849,17-18=0/3948,15-17=0/3849,14-15=0/3187, 13-14=0/1962 WEBS 11-13=0/1344,1-21=0/1344,10-13=-1280/0,2-21=-1280/0,10-14=0/870,2-20=0/870, 9-14=-834/0,3-20=-834/0,9-15=0/479,3-19=0/479,8-15=-442/0,5-19=-442/0, 8-17=-190/418,5-18=-190/418 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 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. s.� l o WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mn-7473 rev.10/03!2015 BEFORE USE. mg Deslap valid for use only with Mllek&connectors.This design k based only upon parameters shown,and is for on fr dIVIdUal bulking component,not a truss system.Before use,the bulking designer must verily tlx:applicability of deign parameters and properly incorporate this design into this 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 Mary and properly damage. For general grldance regarding the fabflcatkn.storage,delivery,erection and bracing of trusses and truss systems,sooANSI/IPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdiable from lass Plate Institute,218 N.Lee Street,Suite 312.Atexondrla VA 22314. Tampa.FL 33610 Job Truss 'Truss Type ;Qty Ply Greenwood 19068661 10523T0 F09 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:03:30 2016 Page 1 I D:IAPSN5HZ49dc6e9rb3YUN4yZ8aa-5RZ5Y28gnbibkSdLx?IXvc6vP9KgUetd6jxNiiywsix 0ri-8 0, 8 Scale=1:24.4 3x4= 14 2 3 4 5 6 7 8 9 10 11 12 0 2 I I I /:,__ v- ___. - _ e.___--_ _?o'- __ _ .-� e— o. o _- o. I o ie----_--. o .•.•.•.•.•••••.•••••••••••••••.••••••••••••••••••••••:%•i•O i•O•0OPO••4•i•i4+:•�00•�•QJdP:'i i i i•D•0:WP•'•'••i••••Q:!:!:!:!:!:!w'•..•.•.i JPO O:%'•••'i•••i•+*w'•!:!Q•O%%+iM•:00•:•i••'i•:•. 24 23 22 21 20 19 18 17 16 15 14 13 3x4= 3x4= 3x4 3x4= 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 13-2-12 14-9-8 1 1-6-12 1 1-4-0 I 1-4-0 I 1-4-0 1-4-0 I 1-4-0 I 1-4-0 I 1-4-0 I 1-4-0 I 1.0.0 I 1-6-12 I Plate Offsets(X,Y)-- [12:0-1-8 Edge],114:0-1-B,Edgel,[23:0.1-8,Edge1 LOADING (psi) SPACING- 2-0-0 i 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 14 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:71 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 6.0-0 oc bracing, Except: OTHERS 2x4 SP No.3(flat) 10-0-0 oc bracing:23-24,13-14. REACTIONS. All bearings 14-9-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)24,13,23,14,22,21,20,19,18,17,16,15 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. V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.1003/2015 BEFORE USE. Design valid for use only with MIl ka connectors.this design is based only upon parameters shown,and Is for an individual holding component.not building truss system.Before use,the building designer must verify the applicability of design pgx<xneters and properly incorporate this design Into the overall lg design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent blocky MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the (alxk:atkon,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Informatton avalki to horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss :Truss Type Qty Ply Greenwood T9068662 10523T0 F10 I Floor 6 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:03:30 2016 Page 1 I D:f APSN5HZ49dc6e9rb3YUN4yZ8aa-5RZ5Y28gnbibkSdLx?IXvc6g399vUXud6jxNiiywsix 0-1-8 I 1.3.0 1-6-8 I 0,148 Scale=1:24.9 4x6- 4x6= 1.5x3- 1.5x3 I 1.5x3 I 1.5x3= 1 2 3 4 5 6 7 8 • • • • .+ 174/ NAL X 3 . . _tii_.... 15 14 13 12 11 10 !;, 4x6= 4x6= 1.6.04-0-0 10.9-8- 13.3-8 14-9-8 I 1-6-0 2-6-0 6-9-8 I 2-6-0 1-6-0 Plate Offsets(X,Yj_ [1_Edge,0-1_8],[8:0-1-8,Edgej,[12:0-1-8,Edge],[13:0-1-8,Edgel___ LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.44 Vert(LL) -0.12 12-13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.71 Vert(TL) -0.18 12-13 >961 240 BCLL 0.0 Rep Stress Ina YES WB 0.48 Horz(TL) 0.04 9 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:77 lb FT=20%F,1146E 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) 16=794/0-5-8,9=794/0-3-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-16=-789/0,8-9=-789/0,1-2=-786/0,2-3=-1858/0,3-4=-2383/0,4-5=-2383/0,5-6=-2383/0,6-7=-1858/0, 7-8=-786/0 BOT CHORD 14-15=0/1475,13-14=0/2213,12-13=0/2383,11-12=0/2213,10-11=0/1475 WEBS 8-10=0/1013,1-15=0/1013,7-10=-958/0,2-15=-958/0,7-11=0/532,2-14=0/532,6-11=-494/0,3-14=-494/0, 6.12=-40/455,3-13=-40/455 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 8110-0-0 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. 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. 11111 Design valid for use only with MiTek®connectors.Iris design Ls based only upon parameters shown,and Is for an Individual building 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 landing design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiWek Is always required for stability and to prevent collapse with possible personal Inlay and properly damage. For general guidance regarding the East Blvd. fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria.DSB-89 and BCSI Building Component 690469 P.ParkeFL East 0 Safety Information available fronttruss Plate Institute-218 N.Lee Street,Suite 312,Alexandria.VA 22314. Job Truss Truss Type Qty Ply l Greenwood I 79068663 10523T0 F11 Floor 3 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:03:31 2016 Page 1 ID:IAPSN5HZ49dc6e9rb3YUN4yZ8aa-Zd7TmO8SYuciSMcCYVipmSge?XZYYD?LmLNgwE9ywsiw 0.1.8 1-3-0 X9-8 0178 Scale'=1:21.5 1.5x3= 1.5x3 I 1.5x3=- 1 1 2 3 4 5 6 7 ae i eT .1 ' i i 6 — 17 0 0 0 q ] s s -/— AO/-X /' .e e lki' s 14 13 12 11 10 9 1.5x3 II 1-6-0 4-0-0 8-9-8 11-3-8 12-9-8 i 1-6-0 2-6-0 4-9-8 2-6-0 1-6-0 Plate Offsets(X,V)-- [3:0-1-8,Edge],[7:0-1-8,Edgeld9:0-1-12,Edgej,[t 1:0-1-8,Edge],[14:0-1-12,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/dell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.39 Vert(LL) -0.07 11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.56 Vert(TL) -0.11 10-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.03 8 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:69 lb FT=20%F,1146E 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(11at) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 15=684/0-5-8,8=684/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-15=-679/0,7-8=-678/0,1-2=-662/0,2-3=-1505/0,3-4=-1772/0,4-5=-1772/0,5-6=-1509/0,6-7=-660/0 BOT CHORD 13-14=0/1235,12-13=0/1772,11-12=0/1772,10-11=0/1750,9-10=0/1236 WEBS 7-9=0/850,1-14=0/852,6-9=-801/0,2-14=-798/0,6-10=0/379,2-13=0/380,5-10=-335/0,3-13=-416/0 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. 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/I.7473 rev.10/03/2015 BEFORE USE. 111111 Design valid for use only with MllokTv connectors.Bis design is based only upon paaneters shown.and Is to an Individual al bulding 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 trickling of IrldNldual truss web and/or chord members only.Additional temporary and perrnarxmt bracing MiTek• i Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance reaming the ion fabrication,storage,delivery-erectand bracing of trusses and taus systems,seeANSI/IPI I Quality Criteria,DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safely information avtltAlexandria,tce horn Truss Plate Institute.218 N.lee Street,Suite 312.Alexandria,VA 22314. i Tampa.FL 33610 Job Truss Truss Type Qty Ply Greenwood T9068664 10523T0 FG01 FLOOR 1 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:03:31 2016 Page 1 ID:(APSN5HZ49dc6e9rb3YUN4yZ8aa-Zd7TmO8SYugSMcCYVipmSge1 uZVgD5gmLNgwE9ywsiw 4-1-15 4-1-15 1 4x5 224118 Scale=1:9.4 • © THD46 4x5= 6 3 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 2x4 I THD46 4-1.15 4-1-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.31 Vert(LL) -0.03 3-4 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.73 Vert(TL) -0.05 3-4 >937 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Weight:46 lb FT=20% I i LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-15 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=1545/0-5-8,3=891/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-6-0 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)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)Use USP THD46(With 16d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 0-5-7 from the left end to 2.5-7 to connect truss(es)to front face of bottom chord. 6) 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:1-2=-100,3-4=-10 Concentrated Loads(lb) Vert:5=-1007(F)6=-1003(F) V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ME7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MIIekS connectors.this design Is based only upon parameters shown.and Is for an Individual building component,not a truss system.Before use.the bulking designer must verify the applicability of design parameters and properly incorporate tills design into the overall bulking design. Bracing indicated Is to prevent truckling of Individual truss web and/or chord members only.Additional teInIxxay(rid 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 tracing of trusses and truss systems,seeANSI/1Pl l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avalkble from Truss Plate institute,218 N.lee Street.Suite 312,Alexandra.VA 22314. Tampa,FL 33610 Job Truss !Truss Type [Qty iPly I Greenwood T9068665 10523T0 FG02 I Flat Girder 1 I 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:03:32 2016 Page 1 ID:zoPyy02VXjVv1 seP2u0E2szS72t-1 phrzk95JCyJzmnk2PL?_1 BBW zs3yLewa 1 QUmbywsiv l__ 2.3.6 2.5- 3-4-3 4-3-4 4/50 _6-6-10 8-10-0 2-3-6 0-`1-12 0-11-1 ) 0-11-1 0-4-12 2-1-10 2-3-6 THIS TRUSS IS NOT SYMMETRIC. Scale=1:18.2 PROPER ORIENTATION IS ESSENTIAL. Special Special Special 4x5—_ 2x4 iI 2x4 II 354- Special 4x5= 1 2 Special 3 Special 11 4Special 12 5 i 7 0 , • l ! f% 13 _ 14 = 15 6x6— JUS24 8 3x4 JUS24 4x5JUS24 10 JUS24 6 2x4 !I 2x4 I 2-3-6 2r 512 3-4-3 4-3-4 4f5,0 6-6-10 8-10-0 2-3-6 0-4-12 0-11-1 I 0-11-1 0-9-i2 2-1-10 2-3-6 Plate Offsets(X,Y)-- [5:0.2.4,0-2-0],[7:0-2-4,0-2-0],[9:0-3.0,0-4-0] LOADING (psf) SPACING- 2-0-0 CSI. 1 DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.38 Vert(LL) -0.03 7-8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.67 Vert(TL) -0.07 7-8 >999 240 BCLL 0.0 ' Rep Stress Ind NO WB 0.85 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.01 8 >999 240 Weight:124 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=1850/0-5-8,6=3230/0-3-8 Max Gray 10=1936(LC 2),6=3230(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-2100/0,1-2=-2399/0,2-3=-2399/0,3-4=-2399/0,4-5=-2781/0,5-6=-3075/0 BOT CHORD 8-9=0/2399,7-8=0/2781 WEBS 5-7=0/3572,1-9=0/3155,4-7=-2085/0,2-9=-1184/0,4-8=-637/187 NOTES- 1) OTES1)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,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered 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)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=4511;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)N/A 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 20.0psf 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. 8) Load case(s)1,2,12 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 9)Use USP JUS24(With 10d 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 8-0-0 to conned truss(es)to back face of bottom chord. 10) Fill all nail holes where hanger is In contact with lumber. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)80 lb down and 12 lb up at 2-2-14,80 lb down and 12 lb up at 4-2-14,and 1745 lb down and 258 lb up at 6-0-12,and 827 lb down and 122 lb up at 8-0-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. ontinued on nacre 2 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. mil Design valid for use only with Mllek?S connectors.This design Is based only upon parameters shown,and Is ter on indlvkkua building component,not a truss system.Before use,the building designer must verify the applicablity of design parameters and properly incorporate this design Into the overall bulking design. Bracing Indicated is to prevent buckling of Indlvkital Inns web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent cottapse with possible personal Injury and properly damage. For general gtidmce regarding the tcixlcatkm,storage,delNery,erection and bracing of trusses and truss systems,seeANSI/1PI I Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street.Salts 312.Alexandria,VA 22314. Tampa.Fl. 33610 I 1 Job Truss I Truss Type Qty Ply 1 Greenwood T9068665 10523TO FG02 Flat Girder 1 2 ,Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:03:32 2016 Page 2 ID:zoPyy02VXjVvlseP2uOE2szS72t-1phrzk95JCyJzmnk2PL?_1BBWzs3yLewalQUmbywsiv NOTES- 12)Special hanger(s)or other connection device(s)shall be provided starling at 0-1-12 from the left end to 8-8-4 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. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-5=-224,6-10=-20 Concentrated Loads(Ib) Veil:9=-65(B)2=-80 3=-80 11=-1745 12=-827 13=-65(B)14=-65(B)15=-68(B) 2)Dead+0.75 Roof Live(balanced)+0.75 Attic Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-5=-204,6-10=-20 Concentrated Loads(Ib) Vert:9=-235(B)2=-673=67 11=-1454 12=-689 13=-235(B)14=-235(B)15=-238(B) 12)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-5=-144,6-10=-20 Concentrated Loads(Ib) Vert:9=-292(B)2=-27 3=-27 11=-582 12=-276 13=-292(B)14=-292(B)15=-295(B) Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0.7473 rev.10/03/2015 BEFORE USE. ' Design valid for use only with Mlekt connectors.This design Is based only upon parameters shown,and Is for an Ixfivkaxi balding component.not a truss system.Before use,the bulking designer mull verify the applicability of design lxxa r neters 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 fabrication.storage.delivery,erection and bracing of tnrsses and truss systems.seeANSl/IP11 Quality Criteria,058-89 and SCSI Building Component 6904 Parke East BNd. Safety Information ow-liable koro Truss Plate Institute.71819.Lee Street,Suite 312.Nexmdita,VA 22314. Tampa.FL 33610 Job `Truss I Truss Type Qty Ply Greenwood 10523TO FG03 1FLAT GIRDER 1 T9068666 1 ! 3 Job Reference(optional) I Building Component Supply, Jacksonville,Fl 32256 8.010 S Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:03:33 2016 Page 1 I D:zoPyy02VXjVv 1 seP2u0E2szS72t-V?EEA4Aj3W 4AbvLwc7sEXFkFcMAghnl3ph91 J 1 ywsiu 2-8-9 2-6-13 1- 2 1-1.11 ' 1-1-11 0.1-12 2.6.113 I 13-1-10 2.8.9 Scale=1:23.6 Special 2x4 I I 4x5= 4x5= 5x6= 5x6= Special 4x5= Special Special Special Special 1 13 14 2 15 3 16 4 17 5 18 19 6 I j'-'-'' '''''\-E„,---"-- -----•- •I' ...,-------- ------." • 4i • - nn - 1 • nn n - •• '-Inn nn -- HI H nn 20 21 11 22 23 10 24 25 9 4x5= 26 27 8 74_ 28 29 7 12 THD26 THD265,= THD26 THD26 4x10= THD26 THD26 THD26 THD26 THD26 THD26 Special 5x10 MT2OHS II 3x8 MT2OHS II THD26 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 2-8-9 5-3-6 52 6-6-13 7-8-8 7-?Q-4 10-5-1 13-1-10 2-8-9 2-6-13 0-1-12 1-1-11 1-1-11 0-1-12 2-6-13 I 2-8-9 Plate Offsets(X,Y)-- [1:0-2-4,0-2-4],[2:0-2-4,0-2-01,[6:0-2-0,0-2-8],[7:Edge,0-3-81,[8:0-2-4,0-4-8],[10:0-3-8,0-2-0],[11:0-2-4,0-2-41_ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.81 Vert(LL) -0.08 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(TL) -0.17 9-10 >883 240 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.95 I Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS I Wind(LL) 0.04 10 >999 240 1 Weight:282 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, BOT CHORD 2x6 SP No.1 except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 6.8,1-11,5.9,2-10,4-10:2x4 SP No.2 REACTIONS. (lb/size) 12=6899/0-5-8,7=8093/Mechanical Max Uplift 12=-26(LC 4) Max Gray 12=6974(LC 2),7=8093(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-6563/2,1-2=-8416/99,2-3=-12842/107,3-4=-12842/107,4-5=-11970/0, 5-6=-7938/0,6.7=-5991/0 BOT CHORD 10-11=-99/8416,9-10=0/11970,8-9=0/7938,7-8=0/318 WEBS 6-8=0/9457,1-11=-120/10130,5-8=-3156/116,2-11=-5264/0,5-9=-518/4991, 2-10=-10/5481,4-9=-2407/112,3.10=-3465/216,4-10=-472/1307 NOTES- 1)N/A 2)3-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,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-3 rows staggered at 0-4-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 8-5 2x4-2 rows staggered at 0-4-0 oc,member 9-4 2x4-2 rows staggered at 0-4-0 oc,member 10-3 2x4-1 row at 0-5-0 oc. 3)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. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25tt;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 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 pst 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)Refer to girder(s)for truss to truss connections. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 26 lb uplift at joint 12. 11)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 12)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0.0 oc max.starling at 1-3-14 from the left end to 11-3-14 to connect truss(es)to front face of bottom chord. 13)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0.0 oc max.starting at 2-0-10 from the left end to 10-0-10 to connect truss(es)to back face of bottom chord. 14) Fill all nail holes where hanger is in contact with lumber. 4kauf rrrnueu vi r pdyd c Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.10032015 BEFORE USE. Design valid for use only with MIIekQ)connectors.Ibis design Is based only upon parameters shown.and Is for an individual building component.not a truss system.Before use,the txilcing designer must verify the applicability of design parameters and properly Incorporate this design Into Bre overall building design. Bracing Inclk:crted Is to prevent buckling of individual truss web and/or chord members only.Additional krrnpxrary 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 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 Information avaaable Sap Truss Plate Institute.218 N.lee Street Suite 312,Wexdndrla.VA 72314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Greenwood 10523T0 FG03 1FLAT GIRDER 1 T9068666 Q �+ 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:03:33 2016 Page 2 I D:zoPyy02VXjVv t seP2u0E2szS72t-V?EEA4Aj3W 4AbvLwc7sEXFkFcMAghnl3ph91 J 1 ywsiu NOTES- 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1248 lb down and 184 lb up at 1-11-14,1248 lb down and 184 lb up at 3-11-14,3004 lb down and 443 lb up at 5-11-14,74 lb down and 11 lb up at 7-9-12,and 74 lb down and 11 lb up at 9-9-12,and 102 lb down and 15 lb up at 11-9-7 on top chord,and 3555 lb down at 11-11-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pIf) Vert:1-18=-224,6-18=-100,7-12=-20 Concentrated Loads(Ib) Vert:9=-160(B)10=-312(F)4=-74 14=-1248 15=-1248 16=-3004 17=-74 18=-102 20=-312(F)21_160(8)22=-312(F)23=-160(B)24=-160(B)25=-312(F) 26=-312(F)27=-160(B)28=-312(F)29=-3555(B) 2)Dead+0.75 Roof Live(balanced)+0.75 Attic Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pIf) Vert:1-18=-204,6-18=-80,7-12=-20 Concentrated Loads(Ib) Vert:9=-520(B)10=-270(F)4=-62 14=-1040 15=-1040 16=-2503 17=-62 18=-85 20=-270(F)21=-520(B)22=-270(F)23=-520(B)24=-520(B)25=-270(F)26=-270(F) 27=-520(B)28=-270(F)29=-3083(B) 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-18=-144,6-18=-20,7-12=-40 Concentrated Loads(Ib) Vert:10=-209(F)4=-37 14=-624 15=-624 16=-1502 17=-37 18=-51 20=-209(F)22=-209(F)25=-209(F)26=-209(F)28=-209(F)29=-2119(B) 4)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pIf) Vert:1-18=-96,18-19=28,6-19=13,7-12=-10 Concentrated Loads(Ib) Vert:10=86(F)4=11 14=184 15=184 16=443 17=11 18=15 20=86(F)22=86(F)25=86(F)26=86(F)28=86(F)29=-1206(B) 5)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-13=-111,13-18=-96,6.18=28,7-12.10 Concentrated Loads(Ib) Vert:10=86(F)4=11 14=184 15=184 16=443 17=11 18=15 20=86(F)22=86(F)25=86(F)26=86(F)28=86(F)29=-1206(B) 6)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pIf) Vert:1-18=-145,6-18.21,7-12=-20 Concentrated Loads(lb) Vert:10=96(F)4=-28 14=-471 15=-471 16=-1134 17=-28 18=-38 20=96(F)22=96(F)25=96(F)26=96(F)28.96(F)29=-1196(8) 7)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pIf) Vert:1-18=-145,6-18=-21,7-12=-20 Concentrated Loads(Ib) Vert: 10=96(F)4=-28 14=-471 15=-471 16.1134 17=-28 18=-38 20=96(F)22=96(F)25=96(F)26=96(F)28=96(F)29=-1196(B) 8)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-18=-105,6-18=19,7-12=-10 Concentrated Loads(Ib) Vert:10=86(F)4=5 14=92 15=92 16=221 17=5 18=8 20=86(F)22=86(F)25=86(F)26=86(F)28=86(F)29=-1206(8) 9)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-18=-116,6-18=8,7-12=-10 Concentrated Loads(Ib) Vert:10=86(F)4=-1 14=-18 15=-18 16=-42 17.1 18=-1 20=86(F)22=86(F)25=86(F)26=86(F)28=86(F)29=-1206(B) 10)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pIf) Vert:1-18=-145,6-18=-21,7-12=-20 Concentrated Loads(Ib) Vert:10=96(F)4=-28 14=-471 15=-471 16=-1134 17=-28 18=-38 20=96(F)22=96(F)25=96(F)26=96(F)28=96(F) 29=-1196(B) 11)Dead+0.6 MW FRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pIf) Vert:1-18=-145,6-18=-21,7-12=-20 Concentrated Loads(Ib) Vert:10=96(F)4=-28 14=-471 15=-471 16=-1134 17=-28 18.38 20=96(F)22=96(F)25=96(F)26=96(F)28=96(F) 29=-1196(B) 12)Dead:Lumber Increase=0.90,Plate Increase=0.90 PIt.metal=0.90 Uniform Loads(pIf) Vert:1-18=-144,6-18=-20,7-12=-20 Concentrated Loads(lb) Vert:9=-640(B)10=-146(F)4=-25 14=-416 15=-416 16=-1001 17=-25 18=-34 20=-146(F)21=-640(B)22=-146(F) 23=-640(B)24=-640(B)25=-146(F)26=-146(F)27=-640(B)28=-146(F)29=-1668(B) 13)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pIf) Vert:1-18=-205,6-18=-81,7-12=-20 Concentrated Loads(Ib) Vert:10=56(F)4.64 14=-1081 15=-1081 16=-2603 17=-64 18=-88 20=56(F)22=56(F)25=56(F)26=56(F)28=56(F) 29=-1196(B) Continued on nage 3 ter. 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/0320/5 BEFORE USE. Desqxr valid for use only with Mllek)coeneclots.This design is based only upon parameters shown,end Is for an kngvidual budding component,not1111. a truss system.Before use,the balding designer must verity the applicability of design parameters and properly Incorporate this design alto the overall bolding 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 Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and brazing of trusses amid truss systems,seeANSt/TPIt QuaNy Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Greenwood T9068666 10523T0 FG03 !FLAT GIRDER 1 3 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:03:33 2016 Page 3 I D:zoPyy02VXjVv 1 seP2uOE2szS72t-V?EEA4Aj3W 4AbvLwc7sEXFkFcMAghnl3ph91 J 1 ywsiu LOAD CASE(S) Standard 14)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(pit) Vert:1-18=-205,6-18=-81,7-12=-20 Concentrated Loads(Ib) Vert:10=56(F)4=-64 14=-1081 15=-1081 16=-2603 17=-64 18=-88 20=56(F)22=56(F)25=56(F)26=56(F)28=56(F)29=-1196(B) 15)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(Of) Vert:1-18=-205,6-18=-81,7-12=-20 Concentrated Loads(Ib) Vert:10=56(F)4=-64 14=-1081 15=-1081 16=-2603 17=-64 18=-88 20=56(F)22=56(F)25=56(F)26=56(F)28=56(F)29=-1196(B) 16)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(pif) Vert:1-18=-205,6-18=-81,7-12=-20 Concentrated Loads(Ib) Vert:10=56(F)4=-64 14=-1081 15=-1081 16=-2603 17=-64 18=-88 20=56(F)22=56(F)25=56(F)26=56(F)28=56(F)29=-1196(B) 17)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-18=-96,18-19=28,6-19=13,7-12=-10 Concentrated Loads(lb) Vert:10=-178(F)4=11 14=184 15=184 16=443 17=11 18=15 20=-178(F)22=-178(F)25=-178(F)26=-178(F)28=-178(F)29=-1782(B) 18)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-13.111,13-18=-96,6-18=28,7-12=-10 Concentrated Loads(Ib) Vert:10=-178(F)4=11 14=184 15=184 16=443 17=11 18=15 20=-178(F)22=-178(F)25=-178(F)26=-178(F)28=-178(F)29=-1782(B) 19)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-18=-145,6-18=-21,7-12=-20 Concentrated Loads(lb) Vert:10=-168(F)4=-28 14=-471 15=-471 16=-1134 17=-28 18=-38 20=-168(F)22=-168(F)25=-168(F)26=-168(F)28=-168(F)29=-1772(B) 20)Reversal:Dead+0.6 MW FRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-18=-145,6-1B=-21,7-12=-20 Concentrated Loads(Ib) Vert:10=-168(F)4=-28 14.471 15=-471 16=-1134 17=-28 18=-38 20=-168(F)22=-168(F)25=-168(F)26=-168(F)28=-168(F)29=-1772(B) 21)Reversal:Dead+0.6 MW FRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Veil:1-18=-105,6-18=19,7-12=-10 Concentrated Loads(Ib) Vert:10=-178(F)4=5 14=92 15=92 16=221 17=5 18=8 20=-178(F)22=-178(F)25=-178(F)26=-178(F)28=-178(F)29=-1782(B) 22)Reversal:Dead+0.6 MW FRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-18=-116,6-18=8,7-12=-10 Concentrated Loads(Ib) Vert:10=-178(F)4=-1 14=-18 15=-18 16=-42 17=-1 18=-1 20=-178(F)22=-178(F)25=-178(F)26=-178(F)28=-178(F)29=-1782(B) 23) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-18=-145,6-18=-21,7-12=-20 Concentrated Loads(Ib) Vert:10=-168(F)4=-28 14=-471 15=-471 16=-1134 17=-28 18=-38 20=-168(F)22=-168(F)25=-168(F)26=-168(F) 28=-168(F)29=-1772(8) 24)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-18=-145,6-18=-21,7-12=-20 Concentrated Loads(Ib) Vert:10=-168(F)4=-28 14=-471 15=-471 16=-1134 17=-28 18=-38 20=-168(F)22=-168(F)25=-168(F)26=-168(F) 28=-168(F)29=-1772(B) 25)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-18=-205,6-18=-81,7-12=-20 Concentrated Loads(lb) Vert:10=-256(F)4=-64 14=-1081 15=-1081 16.2603 17=-64 18=-88 20=-256(F)22=-256(F)25=-256(F)26=-256(F) 28=-256(F)29=-2807(B) 26)Reversal: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(pif) Veil:1-18=-205,6-18.81,7-12=-20 Concentrated Loads(Ib) Vert:10=-256(F)4=-64 14=-1081 15=-1081 16=-2603 17=-64 18=-88 20=-256(F)22=-256(F)25=-256(F)26=-256(F) 28=-256(F)29=-2807(B) 27) Reversal: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(pif) Vert:1-18=-205,6-18=-81,7-12=-20 Continued on nate 4 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valks for use only with MITekO connectors.this design k based only upon parameters shown.and is for an Individual briding component,not • a truss system.Before use,the building designer must verify the apdk abily of design parameters and properly incorporate this design into the overall buAdng design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Addttlonal temporary cnd permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance rewriting the tabrk:ation.storage.delivery.erection and bracing of trusses and truss systems,seeANSI/iPt1 Quality Criteria.OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information ava lable from truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Greenwood 19068666 10523T0 I FG03 FLAT GIRDER 1 3 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:03:33 2016 Page 4 I D:zoPyy02VXjVv 1 seP2uOE2szS72t-V?E EA4Aj3W 4AbvLwc7sEXFkFcMAghnl3ph9l Jt ywsiu LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:10=-256(F)10=-256(F)4=-64 14=-1081 15=-1081 16=-2603 17=-64 18=-88 20=-256(F)22=-256(F)25=-256(F)26=-256(F)28=-256(F)29=-2807(B) 28)Reversal: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:1-18=-205,6-18=-81,7-12=-20 Concentrated Loads(Ib) Vert:10=-256(F)4.64 14=-1081 15=-1081 16=-2603 17=-64 18=-88 20=-256(F)22=-256(F)25=-256(F)26=-256(F)28=-256(F)29=-2807(B) Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mibi()connectors.This design Is based only upon parameters shown,and Is for an Individual building component.not1111 a truss system.Before use,the building designer must verity the aprilcablity of design parameters and properly kx:cxrxxate this design Into the overall bulking design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional Iemlxxcxy and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. I or general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avalkible from Inns Plate Institute,218 N.lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 . Job Truss Truss Type I Qty 'Ply Greenwood T90686671 10523T0 ,FG04 Flat Girder 1 A L Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:03:34 2016 Page 1 ID:fAPSN5HZ49dc6e9rb3YUN4yZ8aa-zCocOPBLgpC1 D3w7AgNT4SGXKmb1 QI?D1 LvarTywsit 2-6.9__- 4-11-6 5 112 6-1-12 7-2-6 742 9-8-15 12-3-8 2-6-9 t 2-4-13 0-1-12 1-0-10 1-0-10 0-1-12 2-4-13 I 2-6-9 Scale=1:20.6 2x4 II 2x4 :I Special 1 13 2 14 15 3 16 4 17 18 5 19 6 , t e1 e l _ 11 10 9 8 7 12 2x4 II 2x4 II • 2-6-9II 4-11-6 517412112 6-1-12 7-2-6 72 9-8-15 12-3-8 i 2-6-9 2-4-13 0-1-i2 1-0-10 1-0-10 0.1-i2 2-4-13 2-6-9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.36 Vert(LL) -0.03 9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.51 Vert(TL) -0.09 9-10 >999 240 BCLL 0.0 " Rep Stress Ince NO WB 0.67 Horz(TL) 0.02 7 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.01 9 >999 240 Weight:137 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. (Ib/size) 12=2101/0-3-8,7=3575/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-2050/0,1-2=-2110/0,2-3=-3149/0,3-4=-3149/0,4-5=-3149/0,5-6=-2197/0,6-7=-3518/0 BOT CHORD 10-11=0/2110,9-10=0/3149,8-9=0/2197 WEBS 6-8=0/2803,1-11=0/2700,5.8=-1799/0,2.11=-1735/0,5-9=0/1251,2-10=0/1365,4-9=-772/0,3-10=-821/0 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. I 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsh h=25ft;B=451t;L=24ft eave=4fh Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 12-1-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5)All plates are 4x5 MT20 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)Refer to girder(s)for truss to truss connections. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)233 lb down and 51 lb up at i 1-9-12,228 lb down and 49 lb up at 3-9-12,232 lb down and 50 lb up at 5-9-12,232 lb down and 50 lb up at 7-9-12,232 lb down and 50 lb up at 9-9-12,and 232 lb down and 50 lb up at 10-9-12,and 1359 lb down and 295 lb up at 12-1.12 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-6=-224,7-12=-20 I Concentrated Loads(Ib) Vert:6.1359 5=-232 13=-233 15=-228 16=-232 17=-232 19=-232 • 1i.e... 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0.7473 rev.I0/03,20IS BEFORE USE. s Deslgn valid for use only with AMl<,4cU connectors.Ibis design is bused only upon parameters stxhwn,and Is for an hclMailrci building component,not 1 a truss system.Before use.the b lldng designer must verify the applicability of design parameters and properly incorporate this design Into the overall b dialing design. Bracing indicated Is to prevent buckling of individual trss web and/or chord members only.Additional temporary and permanent tracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regardng the la rlcatkn,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from less Plate Institute,218 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss I Truss Type 1 Qty Ply Greenwood I T9068668' 10523T0 FT01 GABLE 1 1 , Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:03:34 2016 Page 1 ID:fAPSN5HZ49dc6e9rb3YUN4yZBaa-zCocOPBLgpC 1 D3w7AgNT4SGcNmiuQSvD1 LvarTywsit 4-7-9 5-11-9 4-7-9 • 1-4-0 1 3x4- 2 3 4 5 6 Scale=1:14.9 1 Ili _ \ — — — —1 12 11 10 9 B 7 3x4— 4-7-9 5-11-9 I 4-7-9 1-4-0 — LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.04 Vert(LL) Na - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.00 Vert(TL) Na Na 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) -0.00 11 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:36 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-9 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 5.11-9. (Ib)- Max Gray All reactions 250 lb or less at joint(s)12,7,10,9,11,8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 2x4 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. . IIIIMIM 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1I-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Milek€connectors.this design Is based oNy upon parameters shown.and Is for an Irxfivkkxi building component.not - a truss system.Before use,the building designer must verily the applicability of design rxxaneters 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 end permanent bracing MiTek' is always required for stability and to prevent cotklpse with possible personal Injury 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. Salety information available from truss Plate Institute.218 N.Lee Sheet,Suite 312 Alexandria,VA 22314. Tampa.FL 33610 4 Job I Truss Truss Type j Qty 1 Ply Greenwood I I T9068669' 10523T0 IFT02 FLOOR 14 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:03:35 2016 Page 1 ID:fAPSN5HZ49dc6e9rb3YUN4yZ8aa-ROM_blCzb7KugDVJkYuicgpmVAli9tXMG?e8Nwywsis 2.0.7 ?#2• 2-11-13 3-9-6 311112 5-11-9 2-0-7 0.1 2 0-9-10 0-9-10 0-1-12 2-0-7 i 3x4- Scale=1:15.6 1 3x4= 22x4 11 32x4 1'. 4 _ — ]= i 8� 7 6 3x4 5 3x4- 2x4 11 2x4 11 2-0-7 2r2- 2-11-13 f 3-9-6 311172 5-11-9 1 2-0-7 021-12 0-9-10 0-9-10 0-1-1)2 2-0-7 LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 IC 0.08 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.09 Vert(TL) -0.01 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Weight:35 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-9 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=312/0-5-8,5=312/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-297/0,4-5=-297/0 WEBS 4-6=0/288,1-7=0/288 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. WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. lit Design valid for use only with tvtilok:N 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 tlx:overall brldJng design. Bracing g(ridiculed Is to prevent buckling of IndMdual truss web and/or chord members only. Additional temporary and perrno hent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general gukknce regardirit the fabrication,storage,delivery,erection and bracing of musses and truss systems,seeANSI/TPI I Quality Criteria,DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avalkble from truss Plate Institute,218 N.tee Street.Suite 312,Alexandria.VA 22314. 1 Tarrpa.FL 33610 —- i 1 Job 'Truss Truss Type Qty Ply Greenwood i i T9068670 10523T0 FT03 FLOOR 6 1 • Job Reference(optional) i Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:03:35 2016 Page 1 I D:fAPSN5HZ49dc6e9rb3YUN4yZ8aa-ROM_blCzb7KugDVJkYuicgphdAzt9rVMG?eeNwywsis 2-0-12 { 3-11-12 __4-1 4-11-3__ 5-8-15 5-110.11 7-11-7 { 2-0-12 1.11.0 0.1.2 0-9-12 0-9-12 0-1-12 2-0-12 3x4_ Scale=1:15.7 1 3x4= 22x4 I I 32x4 II 4 E . _ 1 F--1_ - • - - • - _ 1 7 6 3x4 3x4- 2x4 II 2x4II 4-14 0-3-8 2.012 3-10-0 3-11-12 4-11-3 5-8.15 51011 7-11-7 03.6{ - 1-9-4 _- 1 1-9-4 0 1.1'2 i 09.12 { 0-9-12 0,1•i 2.012 0-1-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.39 Vert(LL) -0.03 7-8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.35 Vert(TL) -0.05 7-8 >999 240 BCLL 0.0 Rep Stress Ina YES WB 0.27 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-MS Weight:43 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 8=421/0-5-8,5=421/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-378/0,1-2=-384/0,2-3=-384/0,3-4=-38410,4-5=-457/0 BOT CHORD 6-7=0/384 WEBS 4-6=0/561,3-6=-267/0,1-7-0/384,2-7=-255/0 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. t 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MS-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with Mtiel&connectors.This design Is based only upon parameters shown.and Is for<n individual building component-not a truss system.Before use,the building designer must verity the appltcabllty of design parameters and properly incorrx,rate this design into the overall building design. Bracing indicated is to prevent budding of Irx9vkfu l truss web and/or chord members only. Addlliorxll temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance re(scxcing th e fabrication,storage,delivery,erection and bracing of trusses and truss systems.SeeANSI/TPIt Quality Criteria,DSB-89 and SCSI Building Component ! 6904 Parke East Blvd. Safety Informallon avdlabie from Truss Plate Institute.218 N.Lee Street,Suite 312.Hexa ndrIa.VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply Greenwood i T9068671 1052310 FT04 FLOOR 5 1 Job Reference(optional) 1 Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:03:36 2016 Page 1 I D:fAPSN5HZ49dc6e9rb3YUN4yZ8aa-vawMp5CbM RSISN4V HFPx9tMpgaHguFKVVIOhvMywsir I _______2.6.9 4-11.6 51-1.2 6-1-12 7.2.6 7r4.2 9-8-15 I 12-3-8 2-6-9 - 2-4-13 0.1-12 1.0.10 1-0-10 0-1-12 2-4-13 2-6-9 Scale=1:20.6 2x4 II 2x4 II 4x5 4x5= 21- 3 4 C• a • rd 7 6 4x5= 5 2x4 II 4x5= 2x411 5.1.2 7-5-14 p.3-8 ---- 2-6-9 I 4-9-10 4 r6�_ 61.12 7.2.6 74,2 I 9.8-15 i 12.0-0 12.3.8 38' 2-3-1 23-1 1-2 1-0.10 1.0-10 0.1.12 2-3-1 2-3-1 3e 0-1-12 0-1.12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.61 Vert(LL) -0.07 5-6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.43 Vert(TL) -0.09 7-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Weight:61 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-15 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=660/0.3.8,5=660/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8.629/0,1.2.997/0,2-3=-997/0,3-4=-997/0,4-5=-629/0 BOT CHORD 6-7=0/997 WEBS 4-6=0/1020,1-7=0/1020,3-6=-370/0,2-7=-370/0 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. 8__-1/ /I I Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE Mu-7473 rev.10/03/2015 BEFORE USE. Design valid for use oNy with Mlleiry)connectors.Ills design is Lined only upon parameters shown,and Is for cn hdMd al building component,not 1 a truss system.Before use,the I didhg designer must verity the oro ricabllty of design parameters and Properly hcogxxato this design Into the overall balking design. Bracing indicated Is to prevent buckling of Individual inns web and/or chord members only.Additional Minix-vary and permanent bracing MiTek' k 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,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available horn Truss Plate Institute,218 N.Lee Sheet,Suite 312.Aiexaxdrla VA 22314. 1 Tampa.FL 33610 Job Truss Truss Type Qty I Ply Greenwood T90686721 10523T0 FT05 FLOOR 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 10:03:36 2016 Page 1 I D:f APSN5HZ49dc6e9rb3YU N 4yZ8aa-vawMp5C bM RSI SN4V H FPx9tM uyaGEuMh W tOhvMywsir 1-6-0i 3-0-0 I 4-6-0 6-5-8 1-6-0 1-6-0 1-6-0 1-11-8 ' Scale:1-.1' 0.13112 ' 1 3x4 11 12 2 2x4 II 3 2x4 I! 4 2x4 I I 5 3x4 II • j 1 _ e 2x4 II 2x4 I 2x4 I' 11 9 8 7 3x4 II 3x4 I 0-7-4 1-6-0 3.0.04-6-0 6-5-8 0-7-4 I 0-10-12 I 1-6-0 1-6-0 I 1-11-8 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 IC 0.29 Vert(LL) -0.04 7-8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.46 Vert(TL) -0.07 7-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(TL) 0.00 6 rVa n/a BCDL 5.0 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 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=299/0-5-8,10=361/0-3-8 Max Gray 6=300(LC 4),10=361(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-307/0,2-3=-308/0,3-4=-307/0,4-5=-306/0 BOT CHORD 10-11=0/306,9-10=0/306,8-9=0/306,7-8=0/306,6-7=0/306 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. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIfEK REFERANCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. Mt Design valid for use only with MilekS connectors.This design Is t:xued only upon rxramolors shown.and Is for on IrvIIvk At<l holding component.not a truss system.Before use,tie tx riding designer must verify the applicability of design Ixxarnetefs and properly Incorrx'rate his design into the overall holding design. Bracing indicated Is to prevent buckling of Individual truss wet,rind/or chord members only. Additional temporary end permanent bracing MIRek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For itaner<l guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and taus systems,seeANSI/TPI1 QuaNy Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Intonmallon available from Truss Plate institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job ;Truss !Truss Type Qty Ply I Greenwood 19068673 10523T0 FT06 FLOOR 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:03:37 2016 Page 1 I D:IAPSN5HZ49dc6e9rb3YUN4yZ8aa-NnUkORDD7kac4XfhrzwAh5u2K_b3dpvf)J7ESoywsiq i ------------ 3.2-12 )— 3-2-12 I Scale:1'.1' 0.13111 1 8 2 2x4 i I 3 3x5 I I 1 I -7 - . f 4x10 II 2x4 II 7 5 3x4 I 0-7-4 6-5-8 I 0-7-4 I 5-10-4 I LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/dell Lid PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.31 Vert(LL) -0.05 5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.55 Vert(TL) -0.08 4-5 >851 240 BCLL 0.0 I Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 4 n/a ilia i BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS J 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 except end verticals. WEBS 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=299/0-5-8,6=361/0-3-8 Max Gray 4=300(LC 4),6=361(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-283/0,2-3=-282/0 BOT CHORD 6-7=0/281,5-6=0/281,4-5=0/281 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. 1 $ mit 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MilekS connectors.Ills design Is based only upon parameters shown,and Is for an iodMd al building component,not a truss system.Before use,the building designer must verify the atipiktabillty of desk jn parameters and properly Incorporate this design Into the overall building design- Bracing Indicated Is to prevent truckling of IrWlvkfucl taus web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always regrtlred 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,soaANSI/1P11 Quality Criteria,DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety InformatIon available from inns Plate Institute,218 N.tee Street.Suite 312.Nexandrla VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty !Ply I Greenwood T9068674 10523T0 FT07 i FLOOR 4 I 1 Job Reference(optional) I Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:03:37 2016 Page 1 ID:f APSN5HZ49dc6e9rb3YUN4yZ8aa-NnUkORDD7kac4Xf hrzwAh5u_j_VudpTljJ7ESoywsiq 3-4-8 6.0.0 8-5-8 3-4-8 2-7-8 I 2-5-8 Scale:3/4'=1' 0.13 12 4x5= 4 5x6 11 4x5 11 22x4 II 1 10 9 v e -- • + I • i 9 7 6 3x5= 2x4 11 2x4 i 3x5= I 0-7-4 3-4-8 I 6-0-0 16.3-8i 8-5-8 I 0.7.4 2-9-4 2-7-8 0-3.8 2-2-0 Plate Offsets(X,Y)-- [3:0-0.0,0-0-1],[4:0-3-0,0-1-6] LOADING (psi) SPACING- 2-0-0 CSI. DEF[. in (loc) Vdefl lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.54 Vert(LL) -0.13 6-7 >689 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.94 Vert(TL) -0.20 6-7 >439 240 BCLL 0.0 Rep Stress!nor YES WB 0.04 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix MS I Weight:32 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 1-3:2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3'Except' 2-2.0 oc bracing:7-8. 1-9:2x6 SP No.2,4-5:2x8 SP No.2 REACTIONS. (lb/size) 5=405/0-5-8,8=467/0-3-8 Max Gray 5=407(LC 4),8=467(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=-262/0,1-2=-583/0,2-3=-585/0,3-4=-544/0,4-5=-253/0 BOT CHORD 8-9=0/581,7-8=0/581,6-7=0/581,5-6=0/551 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. 1 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mk2 lteconnectors.this design Is parameters only upon paraeters shown.and Is for an intik/kiwi!building component,not . a truss system.Before use,the Miring 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 Indlvldual truss web and/or chord members only. Addtional temporary and permanent tracing MiTek' Is always required for stability and to prevent collapse with possible personal NKr/and properly damage. 104 general guidance regardIg7 the fabrication,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information avdNdle from Inas Plate institute,218 N.Lee Sheet.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Greenwood T9068675 10523T0 J01 Jack-Open 4 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:03:38 2016 Page 1 I D:IAPSN5HZ49dc6e9rb3YUN4yZ8aa-sz26EnEru2iTihEuPgSQEIRG3N 1 sMGPoyzto_Fywsip 2-9-3 — — 2-9-3 Scale=1:9.8 3.5412 2 ( I N 3 X1,1 A00 3x6 11 354= 2-9-3 2-9-3 Plate Offsets(X,Y)-- [1:0-0-0,0-1-7],[1:0-1-14,9-6-15.1 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) 0.01 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(TL) -0.01 6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:10 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 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=66/Mechanical,3=42/Mechanical,1=108/0-7-0 Max Horz 1=23(LC 12) Max Uplift 2=-26(LC 12),3=-19(LC 12),1=-33(LC 12) Max Gray 2=66(LC 1),3=48(LC 3),1=108(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=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=251t;B=45th L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;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 psi 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 26 lb uplift at joint 2,19 lb uplift at joint 3 and 33 lb uplift at joint 1. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rev.10/03/2015 BEFORE USE. 1 Design valid for use only with MIIek8 connectors.this design is based only upon parameters shown.and is for an Individual I uildknl component.nob a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary<rxl permanent brocirrg MiTek" is always required for stability and to prevent collapse with possRNe personal kyuy and property damage. For general guidance regarding the fabrication,storage,delivery,erection a d tr<x:i ng of kisses and Buss systems,seeANSI/1Ptl Quality Criteria.DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety IMormatlon available from truss Plate institute.218 N.lee Street,Suite 312.NezandrkL VA 22314. Tampa.FL 33610 Job I Truss Truss Type Qty j Ply I Greenwood I T9068676' 10523T0 J02 I Jack-Open 8 I 1 I Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:03:38 2016 Page 1 ID:fAPSN5HZ49dc6e9rb3YUN4yZ8aa-sz26EnEru2iTihEuPgSQE I R HI N38MGPoyzto_Fywsip 2-0-0 2-0-0 Scale=1:9.9 5.00 FIT 2 pll s N 1 PPi migilli ;• _. imariii . 3 111111111'/1111011111x6 II 3x4= I 2.0.0 I 2-0-0 Plate Offsets(X,Y)-- [1:0.0.0,0-1-6],[1:0-1.11 0-4-13] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (tort) 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 Ind 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=31/Mechanical,1=80/0-5-8 Max Horz 1=24(LC 12) Max Uplift 2=-21(LC 12),3=16(LC 12),1=-20(LC 12) Max Gray 2=49(LC 1),3=35(LC 3),1=80(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=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25th B=45fh L=24ft;eave=off;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterlor(2)zone;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 21 lb uplift at joint 2,16 lb uplift at joint 3 and 20 lb uplift at joint 1. 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/032015 BEFORE USE. Design valid for use only with Milekb)connectors.His design is based only upon parameters shown.and Is to on Individual bolding component.not a truss system.Before use,the trilling designer must verify the applicability of design pm araeters and prat oily Incorporate this design into the overall mil bullring design. Bracing Indicated Is to prevent buckling of IndNkklal truss web and/or chord members only. Ad<Atk rt l tempxrrxy and permanent bracing Milek" Is always required tar stability and to prevent collapse with possible personal Injury and property damask:. I or genual gukkrnce regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Iruss Plate Institute-218 N.Lee Street,Sulte 312,Alexandria,VA 22314. Tampa,FL 33610 Job ;Truss Truss Type Qty Ply I Greenwood ' i T9068677, 10523T0 IJ03 Jack-Open 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 10:03:39 2016 Page 1 I D:IAPSN5HZ49dc6e9rb3YUN4yZ8aa-K9cV R7FUf MgKJgp4zOztnW_SCnPT5jfyBdcLW hywsio _ 1-11-6 1-11-6 - __.- 12 Scale=1:8.4 3.40 2 f' 1 , o 1 N.' n :: _.•111111111111111111 ria Mi1=1111M1 0 hilli\., 3x6 II 3 3x4= 1-11-6 1-11-6 Plate Offsets(X,Y)-- [1:O-0-0,0-1-5]„j1:0-1-11,0-7-14) 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 0.03 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-11-6 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=44/Mechanical,3=34/Mechanical,1=78/0-5-8 Max Horz 1=16(LC 8) Max Uplift 2=-11(LC 8),3=-2(LC 8),1=4(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.Opsf;BCDL=5.Opsf;h=25th B=45ft;L=24f1;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(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 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 11 lb uplift at joint 2,2 lb uplift at joint 3 and 4 lb uplift at joint 1. Q WARNING-Welty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. MI Design valid for use only with MIIelen connectors.this design Is based only upon parameters shown,and Is for an Bidivldual bidding component.not a truss system.Before use,the building designer must verily the applicability of design paarnetets and properly incorpdxate this design Into the overall trading design. Bracing ridiculed Is to prevent buckling of IndNklunl truss web aril/or chord members only. Additional temporary and rx:rrnanent tracing MITek Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general gukkxice regarding the 6904 Parke East BMd. fabrication.storage,delivery,erection and bracing of trusses and truss systems,seOANSI/TPI l Quality criteria,DSB-89 and BCSI Building Component Safely information auditable from Truss Plate institute,'218 N.Lee Street,Site 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Greenwood T9068678 10523T0 J04 I Jack-Open 3 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:03:39 2016 Page 1 ID:IAPSN5HZ49dc6e9rb3YUN4yZ8aa-K9cVR7FUfMgKJgp4zOzfnW_PenNL5jfyBdcLW hywsio 1 4-0-0 4-0-0 Scale=1:14.1 2 7 5.00 12 ,,1 da a1 N 3 3x4= 3x6 I! 10-3.01 4-0-0 0-3-0 3-9-0 Plate Offsets(X,Y)-- [1:0.0-0,0-1-61,[1:P-1-11,0-4-131 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 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 Inc/ YES WB 0.00 Horz(TL) 0.01 1 r1/a n/a 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=158/0-3.8 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=158(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.Opsi 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 3-11-4 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.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 36 lb uplift at joint 2 and 4 lb uplift at joint 1. 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Mu-7473 rev.10/03/2016 BEFORE USE. __ d Design valid for use only with Milok©connectors.Itis design Is based only upon parameters shown.and is for an individual balding component.not a truss system.Betae use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall bulking design. Bracing indicated Is to prevent buckling of IndNidual taus web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required tot stability and to prevent collapse with possible personal injury and properly damage. I or general gukRrre regarding the fabrication,storage.delivery,erection and bracing of trusses and hum systems,seeANSI/TPI1 Quality Criteria.DSB.89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdlc411e from Truss Plate instilute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss I Truss Type Oty Ply Greenwood T9068679 10523T0 J06 Jack-Open 15 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:03:40 2016 Page 1 ID:fAPSN5HZ49dc6e9rb3YUN4yZ8aa-oM9tfTF6Q1yBx_OGW5UuJjW W gBtygAv5QHMv27ywsin F 6-0-0 6-0-0 Scale=1:19.8 2 A 5.00',12 8 7 1 imminumi 11,111. 3x4- 3 3x6 II 6-0-0 6-0-0 Plate Offsets(X,Y)-- [1:0-0.0,0-1-6],[1:0-1.11,0.4-9]__ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell Lid PLATES GRIP TOLL 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 >409 180 BCLL 0.0 * I Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 1 n/a n/a BCDL 10.0 I Code FBC2014/TPI2007 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=81/Mechanical,1=238/0-5-8 Max Horz 1=71(LC 12) Max Uplift 2=55(LC 12),1=-8(LC 12) Max Gray 2=157(LC 1),3=110(LC 3),1=238(LC 1) 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=5.0psf;BCDL=5.OpsF h=25ft;B=4511;L=24tt;eave=4lt 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 5-11-4 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 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 55 lb uplift at joint 2 and 8 lb uplift at joint 1. 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/F7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with Wei*connectors.This design Is based only upon paaneters shown,and is fa an Individual building component.not a truss system.Before use.the building designer must verify the applicability of design ixxarneters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of IndMdual truss web and/of chord members only.Additional temporary and permanent bracing i MiTek" is always required for stability and to prevent collapse with possible personal rrluy and poperty damage. For general guidance regarding the EastBlvd. lcfabrication.fabrication.storage.delivery,erection and bracing of trusses and truss systems.seeANSI/TPIl Quality Criteria,0586904 Component.89 and SCSI Building , 6904 P.ParkeFL Et 11 Safely Information avdlcltie from truss Plate Institute,218 N.lee Street,Suite 312-Alexarida VA 22314. Job Truss I Truss Type I Qty Ply ! Greenwood T9068680'' 10523T0 J07 Jack•Open 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:03:40 2016 Page 1 ID:fAPSN5HZ49dc6e9rb3YUN4yZ8aa-oM9tfTF6OfyBx_OGW 5UuJj W SkBcjgAvSQHMv27ywsin 7-3-0 7-3-0 Scale=1:17.7 2 4.00 12 7 0 N 1 jj 3 3x6 I 3x4= 7-3-0 I 7-3-0 I Plate Offsets(X,Y)-- [1:0-0-0,0-1-5),[1:0-1-10,0-6-10) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.13 3-6 >665 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.37 3-6 >233 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.05 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:24 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=190/Mechanical,3=98/Mechanical,1=288/0-5-8 Max Horz 1=69(LC 12) Max Uplift 2=-61(LC 12),1=-18(LC 12) Max Gray 2=190(LC 1),3=132(LC 3),1=288(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.Opsf;h=25ft;B=45fh L=24ft;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 7-2-4 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 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 61 lb uplift at joint 2 and 18 lb uplift at joint 1. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mllekv connectors.This design is based only upon parameters shown,and Is for an txlisldts it building component.ennt,not a buss system.Before use,the briding designer must verify the applicability of design parameters and properly inc rporato this design Into the overall twAdng design. Bracing Indicated Is to prevent heckling of IndMduual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" Is always required for stabNtty and to prevent collapse with posst4e personal hfray and property damage. For general guidance regarding the Pae East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria.DSB-89 and BCSI Building Component 6 69904 04 P.Parke FtEast 0 Salety Information available from'Truss Plate Institute,218 N.leo Street,Stile 312,Nexanclrla,VA 22314. Job Truss Truss Type Qty Ply Greenwood T9068681 10523TO J08 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 10:03:41 2016 Page 1 ID:fAPSN5HZ49dc6e9rb3YUN4yZ8aa-GYj FspGkBz42Z8zT4o?7sx3nAb5iZd9Fex5SbZywsim 2-9-3 t 2-9-3 7 Scale=1:9.8 3.54 12 2 \ !( . ( )\' ,A iv IPd1 ; ' I 3x4= 3 3x6 11 0-9-14 2-9-3 0.9.14 I 1-11-5 I Plate Offsets(X,Y)-- [1:0.0.0,0-1-71,[1:0-1-14,0-6-151 t LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Weft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.00 4 >999 180 BCLL 0.0 * Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 2 rVa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 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=38/Mechanical,3=3/Mechanical,1=175/0-4-15 Max Horz 1=23(LC 12) Max Uplift 2=-17(LC 12),3=-7(LC 13),1=-53(LC 12) Max Gray 2=38(LC 1),3=21(LC 3),1=175(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.•All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24tt;eave=4ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)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.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 2,7 lb uplift at joint 3 and 53 lb uplift at joint 1. I 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2016 BEFORE USE. ml• Design valid for use oily with Mitelon connectors.1111s design Is based only upon params oteshown.and Is for an Individual building 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 �I txuiding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek' Is always marked 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.seeANSt/1P11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Satery Information available tram truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss 'I Truss Type Qty Ply Greenwood T9068682 10523T0 J09 I Jack-Open 1 I 1 i 1 Job Reference(optional) i Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:03:41 2016 Page 1 ID:IAPSN5HZ49dc6e9rb3YUN4yZ8aa-GYjFspGkBz42Z8zT4o?7sx3orb5EZd9Fex5SbZywsim 2-0-0 2.00— Scale=1:9.9 2 .,5.00 FT 1 I 3x4_ I 3 s1 3x6 II 0-7-0 2-0-0 0-7-0 l 1-5-0 Plate Offsets(X,Y)-- [1:0-0-0,0-1-6],[l:0-1-11,0-4-13] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) 0.00 8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(TL) -0.00 8 >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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=33/Mechanical,3=14/Mechanical,1=113/0-3-8 Max Horz 1=24(LC 12) Max Uplift 2=-17(LC 12),3=-11(LC 12),1=-29(LC 12) Max Gray 2=33(LC 1),3=23(LC 3),1=113(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=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=4511;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)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.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 2,11 lb uplift at joint 3 and 29 lb uplift at joint 1. 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with Mllek79 connectors.this design Is based only upon parameters shown,and is to an individual budding component.not a truss system.Before use,the building designer must verify the applicablity 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 NOW k Is always requked lot stability and to prevent collapse with possible personal Injury and property damage. For general guidance reoaxdng 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 information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job 'Truss Truss Type Qty Ply 't Greenwood T9068683 10523T0 J11 Jack-Open 1 1 i Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:03:42 2016 Page 1 I D:fAPSN5HZ49dc6e9rb3YUN4yZ8aa-kkHd3BHMyHCuAIXfeW W MOBbx6?P414POtbr?70ywsil 2-9-3 2-9-3 3.54 I12 Scale=1:15.0 2 AIg 2x4 II 1 • IN O N I. i1 3 4 2x4 I; 2-9-3 I 2-9-3 I LOADING (psf) SPACING- 2-0-0 I CSI. DEFL, in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(TL) -0.01 3-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.02 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc puffins, 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=102/0-7-0,2=73/Mechanical,3=29/Mechanical Max Horz 4=52(LC 12) Max Uplift 4=-1(LC 8),2=-33(LC 12) Max Gray 4=102(LC 1),2=73(LC 1),3=49(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=5.0psf;BCDL=5.0psf;h=25ft;B=4511;L=24ft;eave=4ft;Cat. ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;end vertical left 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.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 1 lb uplift at joint 4 and 33 lb uplift at joint 2. IMINIM Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI!-7473,,r�e�vy.10/03/2015 BEFORE USE. mit Design valid tot use only ssllh Mlek©connectors,this desl(Jn IS tbased Only upo n Par cwnetots Shown*Tip arta Is lar(St k tdMdu l txl1dln(J component.not arms system.Betore use,the IxAding dedp ser must verity the appllccl�llty of design pcxamelers and prp rly incorpexale this design Into the overall txAdlnp design. Bracing Indicated is to prevent Ixrdding of Indtvklual WAS web and/or chord members only,Additional ternporcxy aril permanent bracing MiTek' fs always iegsired ter slaWllty aril fo prevent collapse with post le person l Injury and property danage. rot gen(.'fd gs$d nce reparcling the 6904 Parke East Blvd. kllxlcatlon,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I Quality Criteria,OSB-89 and BCSI Building Component Sagely Information avclable from Truss Plate InsMNte,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type j Qty Ply `Greenwood T9068684 10523T0 J12 pack-Open 2 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:03:42 2016 Page 1 IO:fAPSN5HZ49dc6e9rb3YUN4yZ8aa-kkHd38HMyHCuAIXteW W MO8bxR?PJI4POtbr?70ywsil 2-0-0 2-0-0 5.007 Scale=1:15.1 _ 2 2x4 II 1 . I I I I I ai 1111 4 3 2x4 II 2-0-0 2-40 LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/deft L/d I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I TC 0.16 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.00 3-4 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:8 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 Horz 4=53(LC 12) Max Uplift 2=-32(LC 12),3=-7(LC 12) 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=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;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)zone;end vertical lett 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 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 32 lb uplift at joint 2 and 7 lb uplift at joint 3. 1 r 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/0312016 BEFORE USE. Design valid for use oNy with MlretcSD connectors.This design is based oNy upon parameters shown.and Is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall txldkig 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 properly damage. For general guidance regarding the kttxicatkxn,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.lee Sheet,Sadia 312,Nexandrku,VA 22314. Tampa,FL 33610 Job Truss I Truss Type j Qty I Ply Greenwood T90686851 1052310 J13 1Jack-OpenI1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:03:43 2016 Page 1 ID:fAPSN5HZ49dc6e9rb3YUN4yZ8aa-Cxr?HUI4aKIoS6rCD1 bxM86tOkp1 XeX6FaZfSywsik --------- 3-5-11 —I 3-5-11 Scale=1:10.7 2 3.4912 I N! D 1 a N 1 i .--- 11 3x6 11 3 3x4= I 3-5-11I 3-5-11 Plate Offsets(X,Y)-- ]1:0-0-0,0-1-5],[1:0-1-11,0-7-11) LOADING (psf) SPACING- 2-0-0 CSL I DEFL. in (pert) I/dell Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.01 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.02 3-6 >999 180 BOLL 0.0 ' Rep Stress lncr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014/fPI2007 Matrix-MS Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-11 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. (Ib/size) 2=85/Mechanical,3=51/Mechanical,1=136/0.5-8 Max Horz 1=29(LC 12) Max Uplift 2=-25(LC 12),1=-9(LC 12) Max Gray 2=85(LC 1),3=61(LC 3),1=136(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=5.0psf;BCDL=5.0psf;h=25ft;B=450;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(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 psf 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 25 lb uplift at joint 2 and 9 lb uplift at joint 1. 4I 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MIlekS>connectors.this design Is based only upon parameters shown.and Is for an individual bolding component.not a truss system.Before use,the bulking designer must verity the applicability of design parameters arid properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual taus web and/or chord members oNy.Additional temporary and permanent bracing MiTek' Is always required fo stability and to prevent collapse with possible personal injury and property damage. For general guidance nce regadrg the fabrication,storage,delivery erection and bracing 01 trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety IMormatton avdla le from truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type i Qty Ply I Greenwood ' T9068686 10523T0 J14 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 10:03:43 2016 Page 1 ID:tAPSN5HZ49dc6e9rb3YUN4yZ8aa-Cxr?HUIJaKloS6rCD1 bxM84eOisl XeX6FaZtSywsik I 4-7-9 I 4-7.9 Scale=1:12.1 7 2 3.40 112 � d T or, ce rt .--- 9 3 ♦ 3x6 II 3x4= l 4-7-9 I 47-5 Plate Offsets(X,Y)-- [1:0-0-0,0-1-51,[1:0-1-11,0-7-14] LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.04 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.06 3-6 >919 180 I BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 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 4-7-9 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=117/Mechanical,3=66/Mechanical,1=183/0-6-0 Max Horz 1=38(LC 8) Max Uplift 2=-35(LC 8),1=-13(LC 8) Max Gray 2=117(LC 1),3=82(LC 3),1=183(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=101 mph;TCDL=5.Ops1;BCDL=5.0psf;h=25ft;B=45ft L=24tt;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-0-0 to 4-2.15,Exterlor(2)4-2-1510 4-6-13 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 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 35 lb uplift at joint 2 and 13 lb uplift at joint 1. 1 f 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mn-7473 rev.10ro3r2016 BEFORE USE. 1 MN Design valid for use only with MITekv)connectors.This design is bused only upon rxzameters shown,and is for an individual l txilding coax-Kg-lent.not a truss system.Before use.the building designer must verily the applicability of design parameters and prorxnly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent budding of individual truss web and/or chord members only. Additional ternrxrary and permanent tracing , MiTek" is always required for stability and to prevent collapse with possible personal Iniury and properly damage. For general guidance regarding the fabrication.storage.delivery,erection and bracing of trusses and truss systems.seeANSI/TPl l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available frau Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss I Truss Type Qty Ply Greenwood T9068687 10523T0 J16 Jack-Open 4 I 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:03:43 2016 Page 1 ID:fAPSN5HZ49dc6e9rb3YUN4yZ8aa-Cxr?HUI_jaKloS6rCD1 bxM804Ogp1 XeX6FaZfSywsik F 6-0-0 6-0.0 Scale=1:24.3 • 2 I 5.001-12 • I 6 5 4 2x4 11 % ; 1 ch iii 1' �/ O/ 4 3 4x5 II 6-0-0 6-0-0 LOADING (psf) SPACING- 2-0-0 CSL I DEFL. in (lac) I/dell Lid ( PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.07 3-4 >995 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.16 3-4 >445 180 BCLL 0.0 ' Rep Stress Inca YES WB 0.00 Horz(TL) 0.13 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS 1 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, I 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=232/0-5-8,2=162/Mechanical,3=69/Mechanical Max Horz 4=100(LC 12) Max Uplift 2=-69(LC 12) Max Gray 4=232(LC 1),2=162(LC 1),3=111(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=5.0psf;h=25ft B=45ft L=24ft;eave=oft Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-11-4 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 69 lb uplift at joint 2. • j I WARNING-Verity design Aerometers and READ NOTES ON THIS AND INCLUDED MIfEK REFERANCE PAGE Ml1.7473 rev.10N3l1015 BEFORE USE. Et Design valid for use only with Mi Ieke connectors.Ills design is based only upon parameters shown,and Is for on Individual balding component.not a truss system.Before use.the building designer must verIN the applicability of design rxxaneters and properly incorporate this design into the overall I building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent lacing MiTek' Is always required for stability and to prevent collapse with possible personal I marry and property damage. For general guidance regarding the 6904 Parke East Blvd.fatricatio n.storage.delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Quality Criteria,DSB-89 and BCSI Building Component Safety Information available.from truss Plate institute,218 N.Lee Street,Suite 312,AJexandrio,VA 22314. l Tampa.FL 33610 • Job Truss Truss Type i Oty Ply i Greenwood 1 T9068688 10523T0 J21 Jack-Open 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 10:03:44 2016 Page 1 ID:IAPSN5HZ49dc6e9rb3YUN4yZ6aa-g7POUgJcUuScQch2lxYgUZhI3o5gm_uhKVK6Buywsij 2-9-3 2.9.3 Scale=1:9.8 3.54 12 2 r N 1 v d 1 >' 1 3 3x4= 3x6 11 0-4-15 } 2-9-3 1 0-4-15 2-4-4 Plate Offsets(X,Y)-- [1:0-0-0,0-1-71,[1:0.1-14,0-6-15] LOADING (psi) SPACING- 2-0-0 I CSL DEFL. in (toc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.01 3-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.00 8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 iVa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 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=57/Mechanical,3=32/Mechanical,1=127/0-4-15 Max Horz 1=23(LC 12) Max Uplift 2=-23(LC 12),3=-16(LC 12),1=-39(LC 12) Max Gray 2=57(LC 1),3=40(LC 3),1=127(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=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)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.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 23 lb uplift at joint 2,16 lb uplift at joint 3 and 39 lb uplift at joint 1. 0 WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. • Design varki for use only with Mitek connectors.This design Is bused only upon parameters shown,and Is tax an individual balding component,not �� a truss system.Before use,the building designer must verify the applicability of design pxxaneters and property Incorporate this design Into the overall folding 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 stablltty and to prevent collapse with possbte personal inlay and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PI1 QualtyComponent Safety Information avcfable from buss Plate Institute.218 N.Lee Street,Suite 312,Alexaxxdrla,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Greenwood T9068689 10523T0 J22 Jack-Open 1 1 iJob Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:03:44 2016 Page 1 I D:IAPSN5HZ49dc6e9rb3YU N4yZ8aa-8JzmiAJE FCaT 1 IGEJe430nDUhCSzVR8gZY3gkMywsii 2-0-0 2-0-0 Scale=1:9.9 2 5.00 FIT 1 ill 7111 A 3 3x4— 3x6 II 0.4.02-0-0 0-4-0 I 1-8-0 Plate Offsets(X,Y)-- [1:0-0-0,0-1-6],[1:0-1-11,0-4-13] 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) -0.00 8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) -0.00 8 >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 puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Lett:2x4 SP No.3 REACTIONS. (lb/size) 2=41/Mechanical,3=23/Mechanical,1=96/0-3-8 Max Horz 1=24(LC 12) Max Uplift 2=-19(LC 12),3=-13(LC 12),1=-24(LC 12) Max Gray 2=41(LC 1),3=29(LC 3),1=96(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=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=2511;B=45ft;L=24it eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)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.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 19 lb uplift at joint 2,13 lb uplift at joint 3 and 24 lb uplift at joint 1. I I o WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. 11111 Design valkl for use only with t4llekee connectors.This design Is based only upon parameters shown,and is for an individual building component.not a truss system.Before use.the building designer must verify the applicability of design parameters and properly taorpxrate this design into the overall building design. Bracing indicated Is to prevent buckling of Indlidual truss web and/or chord members only. Adddonal temporary and permanent bracing MiTek" Is always required for stability end to prevent collapse with possible personal kyuy and property damage. For general galdcnce regarding the 6904 Parke East Blvd. fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria.DSB-89 and SCSI Building Component Safety IMormallon available from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandra VA 22314. Tampa.FL 33610 Job !Truss Truss Type Qty Ply Greenwood T9068690 10523T0 IJ23 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 10:03:45 2016 Page 1 ID:fAPSN5HZ49dc6e9rb3YUN4yZ8aa-8JzmiAJEFCaT1IGEJe430nDS7CQFV R8gZY3gkLywsii 3-5-14 3.5.14 1/ Scale=1:10.7 2 3.49 FIT )` b J1 N 3x6 11 3 3x4= 3-5-14 3-5-14 ----- Plate Offsets(X,Y)-- [1:0-0-0,0-1-5],[1:0-1-11,0-7-11] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (hoc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Verl(LL) -0.01 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.02 3-6 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-14 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=86/Mechanical,3=51/Mechanical,1=137/0-5-8 Max Horz 1=29(LC 12) Max Uplift 2=-25(LC 12),1=-9(LC 12) Max Gray 2=86(LC 1),3=61(LC 3),1=137(LC 1) 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=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(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 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 25 lb uplift at joint 2 and 9 lb uplift at joint 1. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mn-7473 rev.10/033015 BEFORE USE. Design valid for use only with MIIekeo connectors.this design Is based only upon parameters shown,and Is for an Individual 1wWkng component,not a truss system.Before use,the briding designer must verify the applicability of design parameters and properly Incorporate this design Into the overall balking design. Racing Indicated is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always requked to stability and to prevent collapse with possible personal miry and property damage. For general guidance reading the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Quality Criteria,D5B-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avdable from truss Plate Institute,218 N.lee Street.Suite 312,Alexandria VA 72314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Greenwood T9068691 10523TO J24 Jack-Open 3 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:03:45 2016 Page 1 ID:fAPSN5HZ49dc6e9rb3YUN4yZBaa-BJzmiAJEFCaT1IGEJe430nDSFCQeVR8gZY3gkLywsii 4-0-0 4-0-0 Scale=1:12.3 2 4.00 12 7 m ' o • o 3 3x6 I 3x4= 4-0-0 Plate Offsets(X,Y)-- [1:0-0-0,0-1-5],[1:0-1-10 0-6-10] LOADING (psf) SPACING- 2-0-0 CSL DEFL- in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 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 n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS I 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=101/Mechanical,3=57/Mechanical,1=158/0.5.8 Max Horz 1=38(LC 12) Max Uplift 2=-31(LC 12),1=9(LC 12) Max Gray 2=101(LC 1),3=71(LC 3),1=158(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=101 mph;TCDL=5.Opsh BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4lt;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 3-11-4 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 beating plate capable of withstanding 31 lb uplift at joint 2 and 9 lb uplift at joint 1. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 6111-7473 rev.10/03/2015 BEFORE USE. regt Design valid for use only with MitoiM connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design paaneters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent bucklIng of IridNiduat 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 fabdcatkxn,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 Information available from Truss Plate Institute,218 N.tee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type I Qly Ply I Greenwood T9068692 10523T0 J32 •Jack-Open2 I1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:03:46 2016 Page 1 ID:fAPSN5HZ49dc6e9rb3YU N4yZ8aa-dW XBvW KtOVjKfvrQtMbIZ_md 1 cnyE u_oCpDGnywsih 2-7-12 ' 2-7-12 Scale=1:16.5 5.00 2 - 2x4 2x4 II 1 N •• I I • 1 3 4 2x4 I I 2x4 II 2-7-12I I 2-7-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(TL) -0.00 3-4 >999 180 BCLL 0.0 ' Rep Stress Inco YES WB 0.03 Horz(TL) 0.00 Na ri/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-12 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=94/0-5-8,3=94/Mechanical Max Horz 4=59(LC 12) Max Uplift 3=41(LC 12) Max Gray 4=94(LC 1),3=94(LC 17) 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=25tt;B=45ft;L=24ft;eave=4tt;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;end vertical left exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.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 41 lb uplift at joint 3. • 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AIN-7473 rev.10v03120I5 BEFORE USE. mit Design valid for use only with Mifeks connectors,this design Is based only upon parameters shown,and Is for an indrvk Axil txrlding component,not a truss system.Before use.the bulk5ng designer must verify the opp ilcabllty of design parameters and properly Incorporate lids design Into the overall building design. Bracing Indicated Is to prevent truckling of individual truss web and/or chord members only.Addiflona temporary and permanent bracing MiTek* Is always reguked for stability and to prevent collapse with possbte personal Injury and properly damage. For general gr dance regarding tho EastBlvd.faixication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPII Quality Critab6904 ,DSB-89 and BCSI Building Component Tampa.04 ParkeFL E Safety Information available from truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. 1 Job Truss Truss Type .Qty I Ply Greenwood T9068693 10523T0 J33 Jack-Open I 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:03:47 2016 Page 1 I D:IAPSN5HZ49dc6e9rb3YUN4yZ8aa-5i5W 7sLVmprBH30cR36X5CJg9081zLe71 sYmoDywsig 1-11-15 I 1-11-15 Scale=1:8.5 3.40 j12 2 ri 1 1 o T /-., m � I o0 , IlAillm=11111 - ,/ 3x6 11 3 .AS*011\ 3x4= I 1.11.15 1-11-15 Plate Offsets(X,V)-- [1:0-0-0,0_1=5],(1:0-1-11,0.7-14] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-11-15 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=45/Mechanical,3=34/Mechanical,1=79/0-5-8 Max Horz 1=16(LC 8) Max Uplift 2=-12(LC 8),3=-2(LC 8),1=-4(LC 8) 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=5.0psf;BCDL=5.Opst;h=25ft;B=45ft;L=24f1;eave=4f1;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(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 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 12 lb uplift at joint 2,2 lb uplift at joint 3 and 4 lb uplift at joint 1. ' Meat 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10/03/2015 BEFORE USE. Mil Design valid for use only with MlfekSD connectors.fits design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer runt verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possbe personal inlay and properly damage. For general guilance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Soley Information available from bus Plate institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type i Qty 1 Ply I Greenwood T9068694 10523T0 J34 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 10:03:47 2016 Page 1 I D:fAPSN5HZ49dc6e9rb3YUN4yZ8aa-5i5W 7sLVmprBH3QcR36X5CJme04nzLe71 sYmoDywsig I — 4-7.9 4-7-9 — Scale=1:12.1 7 2 1 3.40 12 ro 3 410, 3x6 11 3x4= 4.7.9 4-7-5 Plate Offsets(X,Y)-- [1:0.0.0,0-1-5],[1:0-1-11,0-7-14] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.04 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.06 3-6 >919 180 BCLL 0.0 * Rep Stress Ina YES WB 0.00 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:161b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-9 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=117/Mechanical,3=66/Mechanical,1=183/0-6-0 Max Horz 1=38(LC 8) Max Uplift 2=-35(LC 8),1=13(LC 8) Max Gray 2=117(LC 1),3=82(LC 3),1=183(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=5.0pst h=25ft;B=45ft;L=24ft;eave=4th Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-0-0 to 4-2-15,Exterior(2)4-2-15 to 4-6.13 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 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 35 lb uplift at joint 2 and 13 lb uplift at joint 1. MOM Ak WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERANCE PAGE WI-7473 rev.10/03/2015 BEFORE USE. Design valki for use only with Mllek5 connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the appllc tllN of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent budding of indtvkiu l truss wet>and/or chord members only.Addilkral temporary and permanent bracing M ilek Is always requked for stability and to prevent collapse with possible personal Injury and property damage. For general guidon co r o rding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI l Quality Crtterla,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 72314. Tampa.FL 33610 Job Truss Truss Type Qty I Ply Greenwood T9068695I 10523T0 TOt Half Hip Girder i 4 1 Job Reference(optional) J Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:03:48 2016 Page 1 I D:IAPSN5HZ49dc6e9rb3YUN4yZ8aa-ZueuKCM7X7z2uD?p_ndmePrxrPRAinCGF W IKLfywsif I2 0-0 4-0-0 I Scale=1:12.4 Special 4x10- NAILED 2x4 II 5.00i1�2 2 9 3 1 1• n . il 5 10 4 2x4 II NAILED Special 3x4= 3x4= 3x6 11 2-0-0 6-0-0 120.0 I 4-0-0 Plate Offsetsk,Y)-- [1:0-1-11,0-4-13],[1:0-0-0.0-1.6],[2:0-6-8,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/dell Ud i 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 lncr NO WB 0.11 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 I 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=251/Mechanical,1=253/0-5-8 Max Horz 1=24(LC 8) Max Uplift 4=-88(LC 5),1=-69(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-366/130 BOT CHORD 1-5=-121/319,4-5=-125/331 WEBS 2-4=-344/130 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=241t;eave=4ft;Cat. II;Exp B;Encl.,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.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. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 88 lb uplift at joint 4 and 69 lb uplift at joint 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)46 lb down and 75 lb up at 2-0-0 on top chord,and 25 lb down and 58 lb up at 2-2-2 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(plf) Vert:1-2=-60,2-3=-60,4-6=-20 Concentrated Loads(lb) Vert:5=-25(F)10=-11(F) I, IMI Q WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mn-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with Wei&connectors.this design is trued only upon parameters shown.and Is for on individual building component,not a truss system.Before use.the building designer must verify the applicability of design xa erieters and raopoily irrcorixxate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional ternixxary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possble personal Injury and properly damage. for general guidance regarding the 6904 Parke East Blvd. fabicati n,storage,delivery,erectiaxl and bracing of trusses and truss systems.seeANSt/TPI I Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from truss Plate Institute,218 N.Lee Street,Suite 312,Alexandrkx VA 22314. II Tampa.FL 33610 Job Truss Truss Type Qty !Ply l Greenwood T9068696 1052370 T02 Halt Hip 4 1 II Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:03:48 2016 Page 1 ID:fAPSN5HZ49dc6e9rb3YUN4yZ8aa-ZueuKCM7X7z2uD?p_ndmePrwMPK6ioCGFW IKLfywsif 4-0-0 6-0-0 4-0-0 2-0-0 Scale=1:15.4 4x5= 2x4 li 2 3 5.00 12 —' 9 Lj '2 52x4 4 3x5 i i 2x4 I I 4-0.0 6.0.0 4-0-0 2-0-0 Plate Offsets(X,Y)-- [1:0-2-0,0-1-1] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.10 5-8 >674 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.23 5-8 >303 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.04 Horz(TL) 0.03 1 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:25 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=234/Mechanical,1=234/0-5-8 Max Horz 1=48(LC12) Max Uplift 4=-35(LC 12),1=-17(LC 12) FORCES. (lb)-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.Opsf;h=25ft;B=4511;L=24ft;eave=4lt;Cat. It;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 4-0-0,Exterior(2)4-0-0 to 5-10-4 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 psi 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 35 lb uplift at joint 4 and 17 lb uplift at joint 1. V WARNING-Vert!),design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/201S BEFORE USE. Design valid for use only with MIIekP®connectors.this design Is based only ufx>n parameters shown.and Is for an individual txNdtng component.not a truss system.Before me,the bidding designer must verify the applicablity of design parameters and properly hcorrxrote this design into the overall bidding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Acidtkxurl temporary a d p eirnarrent tracing MiTek' fs always required for stability and to prevent callose with possible personal Iniury and property damage. For general gukkrrce regarding the 6904 Parke East Blvd.fabrication,storage,deltvery.erection and bracing ng of trusses and toss systems,seeANSI/1PI I Qualify Criteria,DSB-89 and BCSI Building Component Safety Information available horn truss Plate Institute,218 N.Lee Street,Suite 312,Alexarxirla,VA 72314. Tampa.FL 33610 Job Truss Truss Type Oty I Ply , Greenwood T90686971 10523T0 T03 Half Hip Girder 11 i 1 I 1 1 1Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:03:49 2016 Page 1 I D:fAPSN5HZ49dc6e9rb3YUN4yZ8aa-14CHXYMI IQ5vW Na?YUB?BdO_ppcVR?mQUA1 tt6ywsie --- 6-0-0 _--- I 10.11.4 ____ 15-8-12 I 20-8-0 _, 6-0-0 4-11-4 4-9-8 4-11-4 Scale=1:34.9 NAILED NAILED NAILED 7x10.--= = NAILED NAILED 2x4 i NAILED NAILED 4x5= NAILED 5x6 5.00 NY 2 14 15 3 16 17 18 4 19 20 21 5 0 nn un ) nn nnn nn e I d in in rff nn , in I ! irl nn I. I nn ri'° 22 2310 24 25 9 8 26 7 27 28 29 6 NAILED NAILED 2x4 ll NAILED NAILED 3x8 MT2OHS= NAILED 5x6_ NAILED 2x4 5x6= 4x10- NAILED NAILED NAILED NAILED 6-0-0I-- 10.11.4 15-8-12 I 20-8-0 6-0-0 4-11-4 ' 4-9-8 4-11-4 Plate Offsets(X,Y)-- [2:0-4-0,0-2-4],15:0-2.8,0-2-81,[6:0-2-0,0-1-4),[7:0-2-8,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 IC 0.79 Vert(LL) -0.12 10-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.30 7-9 >809 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.98 Horz(TL) 0.07 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS I Weight:101 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-11 oc purlins, BOT CHORD 2x4 SP No.2'Except' except end verticals. 1-8:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 9-7-14 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 6=1709/Mechanical,1=1659/0-5-8 Max Horz 1=72(LC 8) Max Uplift 6=-229(LC 5),1=-257(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2951/396,2-3=-3129/419,3-4=-3129/419,4-5=-2284/309,5-6=-1575/277 BOT CHORD 1-10=-391/2667,9-10=-391/2688,7-9=-309/2284 WEBS 2-10=0/449,2-9=-58/506,3-9=-544/205,4-9=-152/977,4-7=-1039/278,5-7=-349/2582 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft eave=4lt;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);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. i 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. n229 uplift 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding g lb atjoint 6 and 257 lb uplift at joint 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)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(pif) Vert:1-2=-60,2-5=-60,6-11=-20 Concentrated Loads(lb) Vert:2=-97(B)8=-61(B)10=-61(B)14=-97(B)15=-97(B)16=-97(B)18=-97(B)19=-97(B)20=-97(B)21=-113(8)22=-231(B) 23=-214(B)24=-61(B)25=-61(B)26=-61(B)27=-61(B)28=-61(B)29=-66(B) mit 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.1003/2015 BEFORE USE. , Design valid for use only with'Moir&connectors.This design Is based only upon parameters strewn,and Is for an individual txlding component.not a truss system.Before use.the balk Ing designer roust verily the applicability of design parameters and properly incorporate this design Into the overall txldng 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 properly damage. For general Orldax:o regarding the fabrication.storage,delivery.erection and tracing of trusses and truss systems.seeANSI/TPIl Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from toss Plate Institute.218 N.lee Street.Salle 312,Alexandria,VA 22314. Tarrpa.FL 33610 I Job Truss Truss Type Qty Ply 1 Greenwood T9068698 '1052310 T04 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:03:50 2016 Page 1 I D:IAPSN5HZ49dc6e9rb3YUN4yZ8aa-VHmfIuNN3kDm8X9B6BfEjgx9AD0TAaJZjgnQPYywsid 8-0-0 14-4-020-8-0 8-0-0 I 6-4-0 - 6-4-0 I Scale=1:34.7 7x10= 2x4 11 4x5= 2 14 3 15 4 5.00112 IOW n [-. 13 12 1 ill 8 7 6 5 4x6 II2x4 II 3x6 4x10= 2x4 I I 8-0-0 14-4-0 _20-8-0 ____Hl 8-0-0 I 6-4-0 6.4.0 Plate Offsets(X,Y)-- [1:0-2-1210-1-5],[2:0.4-0,0.2-4j _. LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.08 8-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.26 8-11 >936 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.45 Horz(TL) 0.03 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:99 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2 except 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=821/Mechanical,1=821/0-5-8 Max Horz 1=96(LC 12) Max Uplift 5=-161(LC 9),1.82(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1361/259,2-3=-1054/221,3-4=-1054/221,4-5=-760/202 BOT CHORD 1-8=-285/1177,6-8=-283/1184 WEBS 2-8=0/297,3-6=-415/201,4-6=-248/1187 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=2511;6=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 8-0-0,Exterior(2)8-0-0 to 12-2-15 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 161 lb uplift at joint 5 and 82 lb uplift at joint 1. 1 0 WARNING-wally design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MH-7473 rev.10/03/2015 BEFORE USE. __milt Design valid for use only withMilek11 connectors.this design is based only upon I rrarneters shown,and B for an kxlivkdxul building component.not a truss system.Before use,the building designer must verity the applicablity of design parameters and properly hcorporate 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 stabBtty 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 buss systems,seeANSl/IPI i Quality Criteria,DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avalldie from lass Plate Institute,218 N.Lee Street,Suite 312,Alexarxhla.VA 22314. Tampa.FL 33610 Job Truss ITruss Type Qty IPly I Greenwood 19068699 10523T0 T05 i Half Hip 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 10:03:51 2016 Page 1 I D:fAPSN5HZ49dc6e9rb3YU N4yZ8aa-zTK 1 yD0?g2LdlgjOgvATG2TQ?dJbvxAjxUW_x_ywsic 7-0-0 10.0.0 15.4.0 20-8-0 7-0-0 3-0-0 5-4-0 5-4-0 Scale=1:35.3 6x8 4x10= 2x4 II 3 15 16 4 17 5 5.00 FIT 2x4 0 / 111/ X2 14 •'e 13 1 9 8 7 6 4x6 I I 4x10= 3x6 2x4 I 4x5= 10.0.0 15.4.0 20-8-0 I 10-0-0 I 5.4.0 I 5.4-0 I Plate Offsets(X,Y)-- [1:0-2-12,0-1-51,13:0.3-12,0-2.81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.19 9-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.51 9-12 >484 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.86 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 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 4-4-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-10-15 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 6=821/Mechanical,1=821/0-5-8 Max Horz 1=121(LC 12) Max Uplift 6=-149(LC 9),1=-77(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1388/276,2-3=-1109/223,3-4=-980/223 BOT CHORD 1-9=-342/1223,7-9=-173/759,6-7=-173/759 WEBS 2-9=-349/165,3-9=0/280,4-9=-66/291,4-6=-982/225 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=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 10-0-0,Exterior(2)10-0-0 to 14-2-15 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 20.0psf 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 149 lb uplift at joint 6 and 77 lb uplift at joint 1. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIiEK REFERANCE PAGE MIF7473 rev.10/03/7075 BEFORE USE. to" Design vaiki for use only with MllekS connectors.this design Is bused only upon parameters shown.and Is ICH cn Indisiduat 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 oveta l building design. wacing Indicated Is to prevent buckling of Individual truss web cacti/or chord members only.Additional temporary and permanent bracing MITE*" Is always requked for stability and to prevent coiigne with possible personal injury and properly damage. For general guidance regarding the tabricatkxt,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/1PI1 Quality Criteria.D5849 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallabie from buss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA22314. Tampa,FL 33610 j i Job Truss 'Truss Type Qty Ply Greenwood T9068700• 10523T0 T06 I Half 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 10:03:51 2016 Page 1 I D:fAPSN5HZ49dc6e9rb3YU N4yZ8aa-zTK1 yD0?g2LdlgjOgvATG2TQEdl2vz8jxU W_x_ywsic -- 6-06 I 12-0-0 I 16-2-4 - 20-8-0 I 6-0-6 5-11-10 4-2-4 4-5-12 6x8; Scale=1:36.1 4x5= 2x4 II 3 14 4 15 5 0 t.7 5.00 -- 13 4x5 2 12 • i 1 • d l 8 7 16 17 6 4x6 11 2x4 II 8x12= 4x5= 6-0-6 12-0-0 20-8-0 i 1- 6-0-6 . 1 5-11-10 I 8.8.0 Plate Offsets(X,Y)-_[10_2-12.0-1-5],13:0-3-12.0-2-81[7:0-4-12,Edge] LOADING (psi) I SPACING- 2-0-0 CSI. I DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.15 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.40 6-7 >620 180 BCLL 0.0 * Rep Stress Inc* YES WB 0.74 Horz(TL) 0.04 6 ilia n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:111 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.8-6 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-10-4 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 6=821/Mechanical,1=821/0-5-8 Max Horz 1=145(LC 12) Max Uplift 6=-134(LC 9),1=-71(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1485/240,2-3=-958/169,3-4=-813/194 BOT CHORD 1-8=-348/1318,7-8=-348/1318,6-7=-143/532 WEBS 2-7=-557/170,4-7=-82/451,4-6=-816/229 NOTES- ' 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24f1;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 12-0-0,Exterior(2)12-0-0 to 16-2-4 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 psi bottom chord live load nonconcurrent with any other live loads. 4)'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,with BCDL=10.Opsf. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 134 lb uplift at joint 6 and 71 lb uplift at joint 1. 4 I 0 WARNING-Verity design parameter*and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIt-7473 rev.10/03/2015 BEFORE USE. mg Design valid for use only with Mltel r connectors.Res desks)it based only upon paraneters shown-and Is for an individual building cot nponent.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall budding design. Bracing indicated Is to prevent budding at individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possbte personal Injury and property damage. For general guldcnce regarding the tabrlcatin,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPit 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.Alexa ndr1a VA 22314. Tampa.FL 33610 j Job Truss Truss Type Qty Ply Greenwood T9068701i 10523T0 I T07 Half Hip 1 1 Job Reference(optional) • Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:03:52 2016 Page 1 ID:fAPSN5HZ49dc6e9rb3YUN4yZ8aa-RfuPAZPdbLTUNgtaDciioFOW o t jXeOrsABGXURywsib 7-0-6I 14-0-0 20-8-0 7-0-6 6-11-10 6-8-0 6xe; Scale=1:40.0 4x5 3 14 15 4 5.00,12 13 4x5 2 12 100.11101111141111111 LL .w. jj 8 7 16 6 _ 5 4x6 II 2x4 II 3x6 4x10= 2x4 II 7-0-6 14-0-0 20-8-0 7-0-6 6-11-10 6-8-0 H Plate Offsets(X,Y)-- [1:0-2-12,0.1-51,[3.0-3_12,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loe) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.05 6-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(TL) -0.16 6-8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.83 Horz(TL) 0.04 5 rl/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:110 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-3 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=821/Mechanical,1=821/0-5-8 Max Horz 1=169(LC 12) Max Uplift 5=-117(LC 12),1=-64(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1454/198,2-3=-764/124,3-4=-622/155,4-5=-766/228 BOT CHORD 1-8=-327/1282,6-8=-327/1282 WEBS 2-8=0/272,2-6=-720/184,4-6=-210/838 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=S.Opsf;BCDL=5.Opsf;h=2511;B=45ft L=241t;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 14-0.0,Exterior(2)14-0-0 to 18-2-15 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,with BCDL=10.0psf. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 117 lb uplift at joint 5 and 64 lb uplift at joint 1. Q WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED M1TE1C REFERANCE PAGE MI1-7473 rev.10/03P2015 BEFORE USE. mit Design valid for use only with MOW,:connectors.this design Is based only upon parameters shown,and Is for an kidisi ual bolding component,not a truss system.Before use,the building designer must verify the appllcablity of design parameters and properly Incorrxirate ttik design Into the overall building design. Bracing Indicated Is to prevent buckling of Indivkival truss web and/or chord members only.Additional temporary and permanent bracing MRTek' Is always required for stability and to prevent collapse with possible personal Inlrxy and properly damage. For general girdalce regardng the 6904 Parke East Blvd. storage.delivery,erection and bracing of hos1/l es and Inas systems,seeANSPl l Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from truss Plate Institute,218 N.Lee Street Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job j Truss I Truss Type Qty Ply Greenwood i 1 1 T9068702 10523T0 1708 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 10:03:53 2016 Page 1 ID:fAPSN5HZ49dc6e9rb3YUN4yZ8aa-vsSnNvQGMfbL?_imnKDxLTZf7Q2UNwdOPo?5Otywsia 8-0-6 16-0-0 _ 20.4-13 2L�-I1-0 8-0-6 7-11-10 4-4-13 03.3 7x10= Scale=1:42.2 5.00112 4x5 4 t5 5 ,4 2x4 II 2 0 • tin r 13 1 Jq CC11g's OA 9 18a 16 MAI i7 4x6 113x6= 6 4x5= 4x5= 2x4 I 8-0-6 16-0-0 20-8-0 8-0-6 l 7-11-10 4-8-0 Plate Offsets(X,Y)-- 11:0-2-12,0.1-5] - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.11 7-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.27 7-9 >910 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.54 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:116 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2 except 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) 1=821/0-5-8,6=821/Mechanical Max Horz 1=193(LC 12) Max Uplift 1=-57(LC 12),6=-125(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1.2=-1413/157,2-4=-1443/280,4-5=-452/111,5-6=-805/224 BOT CHORD 1-9=-307/1237,7-9=-117/461 WEBS 2-9=-516/241,4-9.252/1050,4-7=-547/248,5-7=-206/843 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=2511 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 16-0-0,Exterior(2)16-0-0 to 20-6-4 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 toads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 57 lb uplift at joint 1 and 125 lb uplift at joint 6. 4 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rev.10/03/2015 BEFORE USE. is Design valid for use only with MllekS connectors.Bus design is based only upon parameters shown.and Is for an Indivklual balding 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 building design. &acing indicated Is to prevent buckling of IrxdNkhld truss web and/or chord members only.Additional temporary and permanent bracing I MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-09 and BCSI Building Component Safety Information available from buss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Greenwood T9068703I 10523T0 T09 1Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:03:53 2016 Page 1 I D:fAPSN5HZ49dc6e9rb3YUN4yZ8aa-vsSnNvQGMfbL?_tmnKDxLTZgLQ2hNww0Po?50tywsia 7-11-4 15-9-13 20-7.0 20-1-0 1 7-11-4 I 7-10-9 4-9-3 0.1-0 7x10 Scale=1:41.6 5.00 FIT 4x5= 4 15 16 5 Ile 3x6 4 3 1 al 2x4 I i 2 co n r O Nci h r- ib 13 gI 1 ����jjjj ►� 8 17 9 7 4x6 116 4x5= 3x6= 4x5= 2x4 11 7-11-4 15-9-13 20-8-0 1— - 7.11-4 I 7-10-9 1 4-10-3 1 Plate Offsets(X,Y)-- 11:0-2-12,0-1-5] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.10 7-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.26 7-9 >937 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.53 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 1 Code FBC2014/TPI2007 Matrix-MS Weight:116 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 1=821/0-5-8,6=821/Mechanical Max Horz 1=190(LC 12) Max Uplift 1=-57(LC 12),6=-124(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1417/160,2-4=-1447/283,4-5=-467/116,5-6=-797/224 BOT CHORD 1-9=-309/1241,7-9=-121/477 • WEBS 2-9=-509/239,4-9=-250/1033,4.7=-536/245,5-7=-206/840 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=5.0pst BCDL=5.Opsf;h=25th 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 15-9-13,Exterior(2)15-9-13 to 20-0-11 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,with BCDL=10.0psf. 6) Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 57 lb uplift at joint 1 and 124 lb uplift at joint 6. • 1 I 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE MI47473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mileke connectors.This design Is based only upon parameters shown,and is lot an hx9vkdual building component.not a truss system.Before use.the bulking designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent trickling of Individual truss web and/or chord members only.Additional tornlxxa ty and permanent bracing Mulek 6904 Parke East Blvd. is always required for stability and to prevent collapse with possible personal injury and properly damage. lax general guidance regarding the fabrication,storage,delivery.erection and bxacng of trusses and truss systems.seeANSI/lPlt Quality Criteria,DSB-89 and BCSI Building Component Safety Informalbn available from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 71314. Tampa.FL 33610 Job 1Truss Truss Type Oty Ply I Greenwood T9068704 I 10523T0 T10 Half Hip 1 1 1Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:03:54 2016 Page 1 ID:tAPSN5HZ49dc6e9rb3YUN4yZ8aa-O20AbFQu7yjCc8SzLlkAug5r8gPu6Jy9eSleYJywsiZ 6-11-4 13-9-13 20-8-0 6-11-4 i - - 6-10-9 } 6-10-3 6x8 Scale=1:39.7 4x5= 3 14 15 4 01 1 A 5.00112 13 4x5 2 12 I III 1 I , h w PI n r 8 7 6 16 _ 5 4x6 I 2x4 i; 3x6 4x10= 2x4 II 6-11-4 13-9-13 20-8-0 6-11-4 I 6-10-9 I 6-10-3 1 Plate Offsets(X,Y)-- [1:0-2-12,0.1-51(3:0-3-12,0-2-81 LOADING (psi) I SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ltd I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.05 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.16 6-8 >999 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.80 Horz(TL) 0.04 5 n/a n/a BCDL 10.0 Code FBC2014ITPI2007 Matrix-MS Weight:109 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-4 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=821/Mechanical,1=821/0-5-8 Max Horz 1=166(LC 12) Max Uplift 5=-119(LC 9),1_65(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1457/202,2-3=-781/129,3-4=-639/159,4-5=-763/228 BOT CHORD 1-8=-329/1285,6-8=-329/1285 WEBS 2-8=0/266,2-6=-704/182,4.6=-210/844 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.Ops1;BCDL=5.Opsf;h=25f1;B=45ft;L=24ft;eave=4rh 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 13-9-13,Exterior(2)13-9-13 to 18-0-11 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,with BCDL=10.0psf. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 119 lb uplift at joint 5 and 65 lb uplift at joint 1. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473,w%10/03/2015 BEFORE USE. Design valid for use only with MlfektS connectors.This design is based only u pn rxxorneters shown,and is for an Individual Lending component.not a truss system.Before use,the building designer roust verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of InclNWud tam web and/or chord members only. Additional temporary and permanent bracing MiTek Is always requited for stability and to prevent collapse with possble personal Injury and IxoFxnty damage. For general guidance regarding the 6904 Parka East Blvd.kixk:atlon.storage.delivery.erection and bracing of trusses and Inns systems.seeANSI/1PI I Quality Criteria.058-89 and Rai Building Component Safety Information avalable from buss Plate Institute.218 N.Lee Street.Suite 312.Alexandrkr,VA22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply ' Greenwood I T9068705 10523T0 T11 Half Hip 1 1 ,Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:03:55 2016 Page 1 ID:fAPSN5HZ49dc6e9rb3YU N4yZ8aa-sEaYobRW uGr2E119vlFPQue5EEiwrn_Is6UB4lywsiY I__ 5 11.4 11-9 13 16-1-2 20 8-0 5-11-4 5-10-9 4-3-6 4.6-14 6x8-= Scale=1:35.8 H 4x5= 2x4 3 14 4 15 5 0 f fl' 5.0012 13 4x5 2 1 12 2 1P. In , a, C. 8 7 16 17 6 4x6 II 2x4 II 8x12= 4x5= I 5-11-4 I 11-9-13 20-8-0 5-11-4 5-10-9 8-10-3 Plate Offsets(X,Y)-- 11:0-2-12,0-1A[3:0-3-12,0-2-8] LOADING(psf) I SPACING- 2-0-0 CSI. DEFL- in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.15 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.40 6-7 >623 180 BCLL 0.0 ' Rep Stress Inc- YES WB 0.74 Horz(TL) 0.04 6 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:111 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 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-10-2 oc bracing. WEDGE Lett:2x4 SP No.3 REACTIONS. (lb/size) 6=821/Mechanical,1=821/0-5-8 Max Horz 1=142(LC 12) Max Uplift 6=-136(LC 9),1=-72(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1.2=-1488/243,2-3=-962/172,3-4=-821/194 BOT CHORD 1-8.349/1321,7-8=-349/1321,6-7=-147/549 WEBS 2-7=-552/168,4-7=-75/438,4-6=-825/230 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=2511;B=45ft L=24ft;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 11-9-13,Exterior(2)11-9-13 to 16-1-2 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6) Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 136 lb uplift at joint 6 and 72 lb uplift at joint 1. 1 Qr WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7073 rev.10/03/2015 BEFORE USE. valid for use only with MlteicS connectors.This design B based only upon parameters shown,and is for an indMdual[Articling component,not is- Design a truss systerrm.Before use,the building designer must verify the applicability of design parameters and properly incorporate ails design into the overact bolding 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 lyury and properly damage. For general guidance-?[lading the fabrication,storage,delivery,erection and bracing of trusses and truss systems,soeANSI/1PI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute.218 N.Leo Street,Stile 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply i Greenwood T9068706 10523T0 112 Half Hip 1 1 !Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:03:55 2016 Page 1 ID:fAPSN5HZ49dc6e9rb3YUN4y28aa-5EaYobRWuGr2E119vIFPQue51 Ehvrlsls6UB4lywsiY 7-0-0 9-9-13 15-2-14 20-8-0 I 7-0-0 I 2-9-13 I 5-5-2 I 5-5-2 Scale=1:35.3 6x8 4x10= 2x4 i I 3 15 16 4 17 5 111121NB 5.00 . 2x4 O 2 14 13 1 Z 9 8 7 6 4x6 I I 4x10= ' 2x4 II 4x5= 9.9.13 15-2-14 20.8.0 I 9-9-13 I 5-5-2 I 5.5.2 Plate Offsets(X,Y)-- (1:0.2-12,0-1-5],(3:0-3-12,0.2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Udell Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.17 9-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.48 9-12 >518 180 BCLL 0.0 ' Rep Stress Incl YES WB 0.88 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:107 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-1 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-11-5 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 6=821/Mechanical,1=821/0-5-8 Max Horz 1=118(LC 12) Max Uplift 6=-150(LC 9),1=-77(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1390/277,2-3=-1124/229,3-4=-995/227 BOT CHORD 1-9=-341/1224,7-9=-177/783,6-7=-177/783 WEBS 2-9=-339/163,3-9=0/286,4-9=-64/276,4-6=-997/227 NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=451t;L=24ft;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 9-9-13,Exterior(2)9-9-13 to 14-0-11 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf 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. 5)Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 150 lb uplift at joint 6 and 77 lb uplift at joint 1. Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.100312015 BEFORE USE. Design valld for use only with Milekc9 connectors.This design Is based only upon parameters shown.and is for an txitvkkxi holding component.not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incogxrrate this design Into the overall building design. Bracing indicated Is to prevent buckling of IncdNktuai truss web and/or chord members only. Adaltkxxrl temporary and permanent txacing 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/IPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from truss Plate institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss I Truss Type l Oty Ply 'Greenwood T9068707 10523T0 T13 1Root Special 11 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:03:56 2016 Page 1 I D:fAPSN5HZ49dc6e9rb3YUN4yZ8aa-KR7w?xS8fazvsScLSSmez5BD3e4DaIIS5mEIdCywsiX 7-0-0 7.10.8, 10-4-0 12-10-3 14-3-4 20-8-0 I 7 0 0 — 10-10.8' 2-5-8 I 2-6-3 1-5-1 } 6-4-12 Scale=1:35.8 3x6= 3 7x10= 4x5= .a� 5x6 2x4 I 5.00 12 2 4 5 6 15 e ®I 16 1 1 14 d , 1 1 1� 10 9 8 7 4x6 II 2x4 II 3x6_ 4x10= 2x4 I I 7-10-8 I 10-4-0 l 12-10-3 I 14-3-4 I 20-8-0 - H 7-10-8 2-5-8 2-6-3 1.5.1 6-4-12 Plate Offsets(X,Y)-- [1:0-2-12,0-1-5],[2:0-9-8,Edge],[3:0-3-0,Edge],[4:0-0-1,Edge] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (Ice) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 ' TC 0.60 Vert(LL) -0.08 10-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.24 10-13 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.46 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:106 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-2 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) 7=821/Mechanical,1=821/0-5-8 Max Horz 1=94(LC 12) Max Uplift 7=-118(LC 9),1=-82(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1385/243,2-4=-1017/213,4-5=-1072/212,5-6=-1072/212,6-7=-760/196 BOT CHORD 1-10=-263/1204,8-10.265/1198 WEBS 2-10=0/291,2-8=-310/93,5-8=-414/160,6-8=-235/1195 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=2511 B=45ft L=24ft;eave=4tt;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0.0 to 10-4-0,Exterior(2)10-4-0 to 12-9-14 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. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 118 lb uplift at joint 7 and 82 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 mi. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIS-7473 rev.1003/2015 BEFORE USE. Design valid for use only with Mllek79 connectors.This design 8 based only upon parameters shown.and is for an Individual bulking component.not a truss system.Before use,the building designer must verify the applk:abliy of design parameters and properly Incorporate thlss design Into the overall bulging 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. I or general gukkxx:e regarding the 6904 East Blvd. krbdcatkxi.storage.delivery,erection and bracing of trusses and truss systems.seeANSI/1PI1 Quality Criteria,DSB-89 and SCSI Building Component Tampa,Parke 33st 0 Safety Information available from Buss Plate Instlfrde,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job Truss !Truss Type I Qty Ply ! Greenwood T9068708 1052310 i T14 Root Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:03:57 2016 Page 1 ID:fAPSN5HZ49dc6e9rb3YU N4yZ8aa-odhl DHTmQt5mTbBX09HtVJjOy2MBJesbKQzl9eywsi W 7-0-0 } 10-4-0 +_____., 14-10-3 I 20-8-0 1 7-0-0 3-4-0 4-6-3 5-9-13 Scale=1:36.0 5x6= 3 1 itaill 5.00 NT 2x4 2 13 14 6x6= 3x4 II 4 5 ^J i -. i 15 12 _ A 1 a 141 a 11 8 7 _ 6 4x6 II 4x10= 3x6_ 4x5= I 10-4-0 I 14-10-3 I 20-8-0 l 10.4-0 4-6-3 5-9-13 Plate Offsets(X,Y)-- 11:0-2-12,0-1-5],13:0-3-0,0-2-4] 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 0.59 Vert(LL) -0.24 6-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.61 6-8 >403 180 BCLL 0.0 * Rep Stress Incr YES WB 0.91 Horz(TL) 0.05 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:98 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-12 oc purlins, BOT CHORD 2x4 SP No.2'Except' except end verticals. 1-7:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3'Except' 4-6:2x4 SP No.2 WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 6=821/Mechanical,1=821/0-5-8 Max Horz 1=70(LC 12) Max Uplift 6=-96(LC 12),1=-86(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1396/268,2-3=-1109/221,3-4=-1109/205 BOT CHORD 1-8=-265/1229,6-8=-267/1233 WEBS 3.8=-65/618,4-8=-322/146,4-6=-1302/300,2-8=-368/154 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vutt=l30mph(3-second gust)Vasd=lotmph;TCDL=5.0psf;BCDL=5.0psf;h=25ft B=45ft;L=24ft;eave=4ft;Cat. It;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 10-4-0,Exterior(2)10-4-0 to 13-4-0,Interior(1)14-10-3 to 20-6-4 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.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 96 lb uplift at joint 6 and 86 lb uplift at joint 1. ter. Q WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MREI(REFERANCE PAGE MU-7073 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MIIekV connectors.this design Is based only upon parameters shown.and Is for an evils/kiwi building component.not a truss system.Before use,the building designer must verify the appilcal llty 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 Milk*" Is alwcrys required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery.erection arid bracing of trusses and truss systems.seeANSI/TPI1 Quality CrBoda,DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type I Qty I Ply Greenwood 19068709 10523T0 T15 Roof Special i 1 1 i Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:03:57 2016 Page 1 I D:tAPSN5HZ49dc6e9rb3YUN4yZ8aa-odhlDHTmQt5mTbBX09HtVJjNR2MCJIAbKOzl9eywsi W 10-8-0 7-0-0 10-0.0 1044 f. _ 16-10.3 �_ 20-8.0 -_- 7-0-0 I _- 3-00 4 0 ._ _._ 6-2.3 r 3-9-13 { 04.0 Scale=1:36.6 5x8= 3 5.00112 2x4 1111 ;IIIt.4441r11. 14 2 6x8 2x4 II 4 5 4 12 i N N N I N i 1 e _14 7 z B 6 4x6 II 4x10= 3x6 4x5= 10.8.0 t00-0 1QQdd-0 I 16.10-3 i __ 20-8-0 10-0-0 O-4•() 623 3-9-13 04-0 Plate Offsets(X,Y)-- [1:0-2-12,0-1-51,14:0-3-12,0-3-41 LOADING (psi) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.23 6-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.60 6-8 >410 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.51 Horz(TL) 0.05 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:96 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc puffins, BOT CHORD 2x4 SP No.2'Except` except end verticals. 1-7:2x4 SP No.1 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) 6=821/Mechanical,1=821/0-5-8 Max Horz 1=49(LC 11) Max Uplift 6=-93(LC 12),1_88(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1393/270,2-3=-1123/228,3-4=-1154/204 BOT CHORD 1-8=-241/1225,6-8=-288/1307 WEBS 2-8=-345/139,4-8=-353/162,3-8=-28/557,4-6=-1407/345 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.Opsh h=25ft;B=45ft;L=24tt;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 10-4-0,Exterior(2)10-4-0 to 13-4-0,Interior(1)16-10-3 to 20-6-4 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 93 lb uplift at joint 6 and 88 lb uplift at joint 1. 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE MIt-7473 rev.1003/2015 BEFORE USE mit Design valid for use only with Mlleic6 connectors.this design Is based only upon parameters shown,and Is for an kx9vkkual building component,not a truss system.Before use-the bulking designer must verify the applicability of design parameters and properly k nc:04,0f ate this design Into the overall bulking design. Bracing Indicated Is to prevent twckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MITE*" is always requited for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing et trusses and truss systems.seeANSI/iPI l Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avritable from truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss I Truss Type I Qty I Ply 1 Greenwood I 1 T9068710 1052310 ,T16 IHip ,1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:03:58 2016 Page 1 I D:tAPSN5HZ49dc6e9rb3YUN4yZ8aa-GpFgQdTOBBDd5Imkato62W GU4RjE21vIY4jsh4ywsiV 8-0-0 12-8-0 20-8-0_.__ I I 8-0-0 4--8.0 8-0-0 Scale=1:34.4 6x8 6x8 2 16 173 1 5.0012 15 18 19 14 Ns 1 14 7 6 5 1.-- 4x6 2x4 I I 3x6= 4x6 I t 2x4 II 8.0.0l 12-8-0 1 20-8-0 1 8-0-0 4-8-0 8-0-0 Plate Offsets(X,Y)-- [1:0-2-12,0-1-5],[2:0-3-12,0-2-8],[3:0-3-12,0.2-8],[4:0-2-12,0-1-5] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/defl Lid PLATES GRIP TCLL 20.0 I Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.33 5-13 >744 240 MT20 244/190 TCDL 10.0 I Lumber DOL 1.25 BC 0.72 Vert(TL) -0.52 5-13 >480 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(TL) 0.05 1 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:76 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. 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=827/0-5-8,4=827/0-5-8 Max Horz 1=-43(LC 10) Max Uplift 1=-91(LC 12),4=-91(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1366/311,2-3=-1187/319,3-4=-1366/311 BOT CHORD 1-7=-204/1181,5-7=-202/1187,4-5=-203/1181 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.Opsh BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4tt;Cat. It;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0.0,Interior(])3-0-0 to 8-0-0,Exterior(2)8-0-0 to 16-10-15,Interior(])16-10-15 to 20-8-0 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.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. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 91 lb uplift at joint 1 and 91 lb uplift at joint 4. , 01111111111 o WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MIL7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Milek®counectors.This design is bused only upon parameters shown,and is for an hdMckal bolding component,not mit a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the ovotaii building design. Bracing indicated Is to prevent buckling of lndNkdual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always rears/red for stability and to prevent collapse with possible personal injury and property damage. For general maks-ice regarding the fabrication,storage,delivery,erection and bracing of trusses and Inns systems,seeANSI/1P11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdkt,te from Truss Plato Institute,218 N.lee Street Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type ,Qty Ply Greenwood T9068711 10523T0 T17 Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:03:59 2016 Page 1 ID:IAPSN5HZ49dc6e9rb3YUN4yZ8aa-k0p3eyUOyVLUjvLw8aKLbkpjfr?Ani3unkSPDXywsiU 6-0-0 10-4_0 14-8-0 20-8-0 6-0-0 i 4-4-0 4-4-0 I 6-0.0 I Scale=1:34.9 NAILED NAILED NAILED 7x10 1 NAILED NAILED 2x4 I NAILED 7x10 5.00 12 2 16 3 17 4 0 Ci ; s 1 dr 9 n t I I If '�� -I M>tUuL�r viii n 0 o. la O 18 19 9 20 8 7 21 6 22 23 j NAILED NAILED 2x4 II NAILED 4x10— 3x8MT2OHS= 2x4 II NAILED NAILED 5x6— 5x6 NAILED NAILED NAILED NAILED NAILED 6-0-0 10.4-0 _ 14.8.0 I 20-8-0 6-0-0 4-4.0 4-4-0 6-0-0 Plate Offsets(X,Y)-- F2:0.4-0,0-2-41,L4:0-4-0,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. i DEFL. in (lac) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.12 8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -0.31 8 >812 180 MT2OHS 187/143 BCLL 0.0 " Rep Stress Incr NO WB 0.29 Horz(TL) 0.08 5 Na n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:90 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-12 oc purlins. i BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 9-10-6 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1745/0-5-8,5=1745/0-5-8 Max Horz 1=32(LC 24) Max Uplift 1=-284(LC 8),5=-284(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3143/460,2-3=-3429/485,3-4=-3429/485,4-5=-3143/460 BOT CHORD 1-9=-376/2841,8-9=-376/2862,6-8=-376/2862,5-6=-376/2841 WEBS 2-9=-2/433,2-8=-74/766,3-8=-591/214,4-8=-74/766,4-6=-2/433 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft L=24(t;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 284 lb uplift at joint 1 and 284 lb uplift at joint 5. 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)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=-60,2-4=-60,4-5=-60,10-13=-20 Concentrated Loads(Ib) Vert:2=-97(F)4=-97(F)9=-61(F)8=-122(F)3=-193(F)6=-61(F)16=-97(F)17=-97(F)18=-231(F)19=-214(F)20=-61(F) 21=-61(F)22=-214(F)23=-231(F) -- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. tut Design valid for use only with MI1ekG connectors.this design is based only upon parameters shown.and is 101 an InciivkirKi building component.not a truss system.Before use,the b'.Idng designer must verily the 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. Adatkna temporary and permanent tracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and p.operty damage. For general guidance regardng the fab ilcatlon,storage,delivery.erection and bracing of trusses and truss systems,soeANSI/IP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information ovdkuble from truss Plate Institute,218 N.Lee Street,Sprite 317,Alexandria.VA 22314. Tampa.FL 33610 '766—_ Truss Truss Type Qty 'Ply ;Greenwood 19068712 10523T0 118 Hip Girder 1 1 2 Job Reference(optional) Building Component Supply.Jacksonville.FI 32256 8.010 s Mar 30 2016 MiTsk Industries.Inc. Mon Jul 18 11:46:28 2016 Page 1 ID:fAPSN5HZ49dc6e9rb3YUN4yZ8aa-Byj?SeFIhC7LQPvZZOX4xGtHM_TW NP4wpOnBHyws4f 3-8-8 i 11-7-2 I 15-5-13 I 18-3-0 } 22-7-4 26-11-12 31-_4-0 3-8-8 7-10-10 3-10.10 2-9-3 4.4.4 4-4-7 4-4-4 Scale=1:55.3 7x12= 6x6 II 6 7 4x6 3x6 I'''. 40000.00101141111 4x4 4 5 8 5.00 12 �e ✓' ,; 4x4% 4x4 3 9 ¢ r 4x4 i �' 5x10 2 I 1 10 44.44.. o �� 23 24 25 26 27 28 1429 30 31 32 33 34 K 19 18 17 16 15 13 12 11 4x12= 2x4 II10x10 MT2OHS-Special 5x5- Special 4x6= 5x8= Special 56= Spacial 5x8= 5x10 MT2OHS I HUS26 Special Special Special 5x10MT2OHS=Special Special Special Special Special 3.8.811.7-2 15-5-13 18-3-0 22-7-4 26-11-12 31-4-0 1 3-8-8 7-10-10 1 3-10-10 2-9-3 I 4-4-4 { 4-4-7 4-4-4 Plate Offsets(X,Y)-- [1:0-0-4,0-0-2),[2:0-1-12,0-2.0],[3:0-1-12,0-2-0),[8:0-1-12,0-2-0],[9:0-1-12,0-2-0],(10:0-4-12,0-2-4[12:0.3-0,0.2-12),[13:0-2-8,0-3-0),[15:0-4-0,0.3.0], [17:0-2-8,0-2-12],[18:0-4-4,0-3-4] ——. LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (lac) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.30 16-17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.73 16-17 >510 180 MT2OHS 187/143 BCLL 0.0 Rep Stress Incl NO WB 0.91 Horz(TL) 0.20 11 n/a IVa BCDL 10.0 Code FBC2014/TP12007 Matrix-MS 1 Weight:413 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins, except 1-4:2x4 SP No.1 end verticals. BOT CHORD 2x4 SP SS'Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-18:2x6 SP SS WEBS 2x4 SP No.3'Except' 10-11:2x6 SP No.2,10-12:2x4 SP No.2D WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 1=6356/0-5-8,11=7432/0-5-8 • Max Horz 1=124(LC 7) Max Uplift 1=-1007(LC 8),11=-1148(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-13727/2189,2-3=-13948/2293,3-4=-11818/1966,4-5=-11739/1974,5-6=-9470/1607, 6-7=-8592/1479,7-8=-9289/1573,8-9=-10495/1744,9-10=-9729/1559,10-11=-6712/1081 BOT CHORD 1-19=-1980/12561,19-23=-1981/12569,18-23=-1976/12530,18-24=-2033/12777, 24-25=-2033/12777,17-25=-2033/12777,17-26.1700/10863,26-27=-1700/10863, 16-27=-1700/10863,16-28=-1325/8775,15-28=-1325/8775,14-15=-1496/9656, 14-29=-1496/9656,29-30=-1496/9656,13-30=-1496/9656,13-31=-1375/8926, 31-32=-1375/8926,12-32=-1375/8926,12-33=-57/409,33-34=-57/409,11-34=-57/409 WEBS 3-17=-2521/437,5-17=-553/3409,5-16=-3513/628,6.16=-644/3934,6-15=-628/98, 7-15=-539/3349,8.15=-1726/318,8.13=-235/1458,3-18.321/2156,2-18=-225/451, 9-13.156/926,9-12.1030/234,10-12.1406/8977 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,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-6-0 oc,2x4-1 row 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)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=25ft;B=45th L=31ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);end vertical right exposed;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 20.0psf 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. VV.a...VV GV,.pau=C .M 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10/03/2015 BEFORE USE. Design Valk/for use only with MI lekS connectors.This design Is based only upon pcacmeters shown.and is for an indivi du l buil ding component,not . o truss system.Before tee.the hulking designer roust verify the applicability of design parameters and properly incorrxxate this design Into the overall • bulking design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional terrexxary and permanent tracing Mitek' is always required for stability and to prevent collapse with possible personal hkay and property damage. For general gu ickx.ce regardng the fabrk:atlon,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East BNd. Safely Information available from Truss Nate Institule,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss (Truss Type Qty Ply Greenwood 19068712 1052310 118 j Hip Girder 1 2 Job Reference(optional) --- Building Component Supply.Jacksonville.Fl 32256 8.010 s Mar 30 2016 Milk Industries,Inc. Mon Jul 18 11:46:28 2016 Page 2 ID:fAPSN5HZ49dc6e9rb3YUN4yZ8aa-Byj?5eFIhC7LQPvZZOX4xGtH_M_TW NP4wpQnBHyws4f NOTES- 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1007 lb uplift at joint 1 and 1148 lb uplift at joint 11. 10)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss)or equivalent at 6-0-12 from the left end to connect truss(es)to front face of bottom chord. 11)Fill all nail holes where hanger is in contact with lumber. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)801 lb down and 181 lb up at 8.0-12,801 lb down and 169 lb up at 10-0-12,801 lb down and 154 lb up at 12-0-12,801 lb down and 137 lb up at 14-0-12,801 lb down and 145 lb up at 16-0-12,801 lb down and 144 lb up at 17-10-4,801 lb down and 139 lb up at 19-10-4,801 lb down and 156 lb up at 21-10-4,801 lb down and 170 lb up at 23-10-4,801 lb down and 138 lb up at 25-10-4,and 801 lb down and 116 lb up at 27-10-4,and 801 lb down and 113 lb up at 29-10-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-6=-60,6-7=-60,7-10=-60,11-20=-20 Concentrated Loads(Ib) Vert:15=-801(F)23=-1689(F)24=-801(F)25=-801(F)26=-801(F)27=-801(F)28=-801(F)29=-801(F)30=-801(F)31=-801(F)32=-801(F)33=-801(F)34=-801(F) II IIMM A WARNING-Vert!),design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. Mu Design valid for use only with Mltele5 connectors.This design Ls based only upon parameters shown.and is for an indMdual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate Ibis design Into the overall bolding design. Bracing Indicated is to prevent buckling of Individual Inns web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stet lity and to prevent collgxe with poss811e personal Injury and properly damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.$eeANSI/TPI1 Quality Criteria,D38.89 and SCSI Building Component 6904 Parke East Blvd. • Tame.FL 33610 Safety Informallon available from truss Plate instidue,218 N.Lee 51reet Suite 312,Nexaldrto,VA 22314. Job Truss I Truss Type Qty Ply Greenwood 79068713 10523T0 T19 Hip 1 1 1 Job Reference(optional) 1 Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:04:01 2016 Page 1 I D:fAPSN5HZ49dc6e9rb3YUN4yZ8aa-gOxp3eW HT6bCyDUJF?Mpg9u1 ffluFThBF2xW I PywsiS 7-2-1214.4.13 19-4-0 _ 25-2-4 31-4-0 F 7-2-12 7-2-1 1 4-11-3 I 5-10-4 I 6-1-12 Scale=1:53.2 7x10 6x8 3 18 1944 5.00 i pt ,r 17 I 20 4x5 4x5 5 2 1 I'ilitt '� 21 o 1.1P 4x5--C.- 6 rn tio ,7 16 6 4. o 1 n r40 12 11 10 9 8 7 5x6 I I 2x4 1I 4x5= 3x6 4x10= 4x5= 2x4 I 7-2-12 14-4-13 19-4-0 25-2-4 31-4-0 I 7-2-12 l 7-2-1 4-11-3 I 5-10-4 6-1-12 Plate Offsets(x,YL [1_0-2-12.0-1-11,13:0-4-0,0.2-41,[4:0-3-12.0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.13 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.39 11-12 >955 180 BCLL 0.0 * Rep Stress Incr YES WB 0.86 Horz(TL) 0.10 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:168 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-11-9 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 1=1248/0-5-8,7=1248/0-5-8 Max Horz 1=117(LC 11) Max Uplift 1.138(LC 12),7=-138(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2444/459,2-3=-1781/400,3-4=-1479/399,4-5=-1672/393,5.6=-1840/369, 6-7=-1188/270 BOT CHORD 1-12=-427/2187,11-12=-427/2187,9-11=-271/1570,8-9=-29511641 WEBS 2-12=0/269,2-11=-702/171,3-11=-11/463,3-9=-271/54,4-9=-33/364,5-9=-252/84, 6-8=-267/1576 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=5.0pst;h=25ft;B=45ft;L=31ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-1-10,Interior(1)3-1-10 to 14-4-13,Exterior(2) 14-4-13 to 23-9-3,Interior(1)23.9-3 to 31-2-4 zone;end vertical right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)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 138 lb uplift at joint 1 and 138 lb uplift at joint 7. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rev.10/03/2015 BEFORE USE. 11111 Design valid for use only with Mltek4 connectors.this design is based only upon parameters shown.and is for an indivklu l building component,not MINN a truss system.Before use,the building designer must verify the applkablity or design pxxcxneters curd properly togxratu this design into the overall building design. Bracing indicated is buckling prevent ckling of individual Inks web and/or chord members only. Additional temporaryncfy apermanent tracing Milek" • is always required for stability and to prevent collapse with possible personal Inlay and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems seeANSI/TPI1 Quality Criteria.DSB-89 and 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 l Ply Greenwood T9068714 1052370 1120 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:04:02 2016 Page 1 ID:fAPSN5HZ49dc6e9rb3YUN4yZ8aa-9bVBG_W vEOk3aN3Vpjt2CMQEf209_wgkTih3gsywsiR 6-2-12 ' 12-4-13 16-10-6 21-4-0 27.0.0 31-4-0 6-2-12 6-2-1 1 4-5-10 4-5-10 5.8-0 4-4-0 Scale=1:53.2 6x6 It 6x6 If 4x5= 3 4 18 5 1 CI 5.00 12 4x5 17 19 4x5 c 6 2 20 ' /\ iiiiiilli°111*. 2x4 II ,h 16 7 1 • R 1Q I 5 I 1,11U 12 11 10 21 9 '8 2x4 II 4x10= 3 MT2OHS= 4x10= 4x5= 5x6= 6-2-12 12-4-13 I 21-4-0 } 31-4-0 6-2-12 6-2-1 8-11-3 10-0-0 -_ Plate Offsets(X,Y)-- [6:0-2-4,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 I Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.25 8-9 >999 240 1 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.67 8-9 >561 180 1 MT2OHS 187/143 BCLL 0.0 • Rep Stress Inco YES WB 0.88 Horz(TL) 0.12 8 n/a n/a 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 3-1-4 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 1=1248/0-5-8,8=1248/0-5-8 MaxHorz 1=105(LC11) Max Uplift 1=-138(LC 12),8=-138(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2461/478,2.3=-1955/427,3-4=-1746/434,4-5=•1594/393,5-6=-1789/386 BOT CHORD 1-12=-452/2208,11-12=-452/2208,9-11=-332/1777,8-9=-319/1465 WEBS 2-11=-533/150,3-11=-35/439,4-9=-387/123,5-9=-25/411,6-9=0/274,6.8=-1700/410 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=31fL eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-1-10,Interior(1)3.1-10 to 12-4-13,Exterior(2) 12-4-13 to 25-9-3,Interior(1)25-9-3 to 31-2-4 zone;end vertical right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)All plates are 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=10.0ps1. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 138 lb uplift at joint 1 and 138 lb uplift at joint 8. V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. hilt Design valid for use only with MllekS connectors.This design Is based only upon pxxanetors shown,and is for an individual txliding component,not a true system.Before use,the building designer roust verify the applicability of design parameters and properly incarxxato this design Into the overall building design. Bracing Indicated Is to prevent txrcldir>g of Individual truss web and/or chord members only. Additional tempxxoay and permanent tracing MiTek' Is always required for stability and to prevent collapse wtih possible personal knkly and property damage. For general guidance regarding the 6904 Parke East Blvd. fabilcatlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Quality Criteria,DSB•89 and SCSI Building Component Safely Information avallober from truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tarrpa.FL 33610 Job Truss Truss Type Qty Ply ; Greenwood T9068715 10523T0 11.21 Hip 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 10:04:03 2016 Page 1 ID:tAPSN5HZ49dc6e9rb3YUN4yZ8aa-dn2ZTKXX7jswBW ehNQOHIazRJSOkjPnUiMQdM lywsiQ 5-2-12 10.4-1316.10.6 23-4-0 27-4-0 31-4-0 I 5-2-12 I 5-2-1 i 6-5-10 i 6-5-10 I 4-0-0 4-0-0 Scale=1:53.0 7x10 2x4 II 7x10= 3 19 20 4 21 5 5.00;12 Mil 4x5 4x5 18 6 22 2 N817 ^ 2x4 II 4 .. 17 .... 7 a 1 R I 13 12 11 10 9 8 5x6 II 2x4 II 4x5= 3x6= 4x5= 4x5= 4x10 5-2-12 10-4-13 16-10-6 23-4-0 31-4-0 5-2-12 i 5-2-1 6-5-10 l 6-5-10 I 8-0-0 -H Plate Offsets(X,Y)-- [1:0-2-12,0.0-131,L3:0-4-0,0-2.41,[5:0-4.0,0-2-41 LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (lord) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 1 TC 0.53 Vert(LL) -0.13 10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.35 10-12 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.76 Horz(TL) 0.11 8 IVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS I Weight:165 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-2 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-7-1 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 1=1248/0-5-8,8=1248/0-5-8 Max Horz 1=93(LC 11) Max Uplift 1=-138(LC 12),8=-138(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2463/491,2-3=-2118/457,3-4=-2153/501,4-5=-2153/501,5-6=-1809/397 BOT CHORD 1-13.469/2213,12-13=-469/2213,10-12=-362/1910,9-10=-283/1626,8-9=-307/1414 WEBS 2-12=-353/117,3-12=0/364,3-10=-82/427,4-10=-444/182,5-10=-152/719,6-9=0/355, 6-8=-1678/378 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=5.0pst;BCDL=5.Opsf;h=2511;B=45ft;L=3111;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-1-10,Interior(1)3-1-10 to 10-4-13,Exterior(2) 10-4-13 to 27-9-3,Interior(1)27-9-3 to 31-2-4 zone;end vertical right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)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.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 138 lb uplift at joint 1 and 138 lb uplift at joint 8. 1 ter. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MIIeki connectors.RNs design is based only upon parameters shown.and is for on individual building component.not . a truss syslern.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" • Is always required for stability and to prevent collapse with possible personal Mimi and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of tenses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Btvd. . Safety Information ovallalNe from iris Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type i Oty Ply I Greenwood T9068716'. 10523T0 T22 Roof Special Girder 1 1 I I I Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:04:04 2016 Page 1 ID:fAPSN5HZ49dc6e9rb3YUN4yZ8aa-5zcyhgY9m1_npgDuw8vW HnW W hskeSpJdxoAAvkywsiP 19-0-7 z3-7-13 2574.0 4.10-12 94-0 11-11-13 2-11.9p 15.1143 17.5.1 16-10-11 , 22-1-5 22• 1 25.0.6 29-4-0 31-4-0 4.10.12 ---�-- 4-5-4 I 2-7.13 11.31----- 30.8 --- -1-59 { t-S9 i' 13N15Al2LE4 0. 2--- }-t-4.110)3$ 4-0-0 I 2-0-0 0-1.12 ti-11 Scale=1:53.8 D 6x6 ll 7x10= NAD NAILED NAILED 6x6= 4x5_ 2x4 11 6x6 it 5.00,� 3 4 5 4x5= 6' 227 8 25 9 26 so 7 o ,@ r nn in yy 4x5� 4x10 2 10 3x4 I I ,ii ' 11 ,h v V 1 g --- I _., ��j o p o t ii i is-_—_Jin nn 18 17 16 15 14 S. 27 28 29 13 30 31 12 2x4 II 4x10= 5x6= 7x14 MT2OHS- 7x10= NAILED NAILED 4x10_ NAILED NAILED 5x8= 6x8= THD26NAILED NAILED 19-0-7 23.7-13 25-4-0 4-10-12 94-0 11-11-13 12.11•Q 15.11$ 17-51 16.10.7111 22.1.5 22 1 125-08 I 374-0 I 4-10-12 I 4.574 I za-13 11• 3x6 f159 1•sa Sats o-1�iz 14x1038 600 0-1-12 1-4-11 Plate Offsets(x,Y)-- (4:0-4.4,0-2-4],(12:0-3-0,0-2-12],(14:0-5.0,0-4-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.32 15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.77 15-16 >486 180 MT2OHS 187/143 BCLL 0.0 " Rep Stress Incr NO WB 0.93 Horz(TL) 0.18 12 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:197 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-5-7 oc purlins, BOT CHORD 2x4 SP SS'Except* except end verticals. 12-15:2x6 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-5-9 oc bracing. WEBS 2x4 SP No.3*Except* 3-17,4-16:2x4 SP No.2,11-12:2x6 SP No.2 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 12=3004/0-5-8,1=2045/0.5.8 Max Horz 1=85(LC 7) Max Uplift 12.567(LC 8),1=-312(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-4212/673,2-3=-4118/706,3-4=-3815/677,4-5=-4717/836,5-6=-5940/1074, 6-7=-6559/1201,7-8=-6559/1201,8-9=-4133/781,9-104-4472/820,10-11=-274/83 BOT CHORD 1-18=-578/3811,17-18=-578/3811,16-17=-690/4492,15-16=-821/5170,14-15=-966/5904, 13-14=-951/5461,12-13=-415/2311 WEBS 2-17=-292/193,3-17=-202/1347,4-16=-474/2706,5-16=-2825/539,9-13=-192/1382, 6.15=-1035/227,5-15=-258/1300,6-14=-401/1069,4-17=-1397/241,7-14=-2581103, 8-14=-231/1674,8-13=-2142/434,10-13=-297/1938,10-12=-3306/598 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=31f1;eave=4ft;Cat. ll;Exp B;Encl.,GCp1=0.18;MW FRS(directional);end vertical right exposed;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. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 567 lb uplift at joint 12 and 312 lb uplift at joint 1. 8)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 18-11-12 from the left end to connect truss(es) to front face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. 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. 11)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 Continued on Daae 2 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. Et Design valid for use only with Milekv connectors.Itis design 8 based only upon parameters shown,and Is lot an individual building component,not a truss system.Before use,the building designer roust verify the applicability of design parameters and properly hrc'xpxxate this design ink,the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary aid permanent bracing Milek' 1 is always required for stability and to prevent collapse wllh possible personal Injury and properly damage. For general guidance rooming the tobricatbn.storage,delivery,erection and bracing 01 trusses and truss systems,s eeANSI/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Russ Plate tnstihrte.218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Greenwood T90687161 10523T0 I T22 i Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:04:04 2016 Page 2 ID:fAPSN5HZ49dc6e9rb3YUN4yZ8aa-5zcyhgY9m1_npgDuw8vWHnW WhskeSpJdx0AAvkywsiP 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=-60,4-5=-60,5-9=-60,9-11=-60,12-19=-20 Concentrated Loads(Ib) Vert:9=-102(F)13=-49(F)14=-1533(F)23=-102(F)24=-102(F)25=-102(F)27=49(F)28=-49(F)29=-49(F)30=-208(F)31=-212(F) 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.10/0312015 BEFORE USE. Design valid for use only with Ivllle168 connectors.Inds design Is based only upon parameters shown,and is for err individual bulding component.not , a truss system.Before use.the bu ldng designer must verity the applicability of design paanefers and properly Incorporate this design Into the overall bolding design. Bracing Indicated Is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek, 5 always regrired for sktbllty and to prevent collapse with possible personal okay and property damage. For general gridance regardng the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seoANSI/LPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Stile 312,Alexandria VA 22314. Tampa,FL 33610 Job 'Truss 'Truss Type Qty I Ply 1 Greenwood I T9068717; 1052310 I T23 I Roof Special 1 1 Job Reference(optional) 1 Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:04:05 2016 Page 1 ID:fAPSN5HZ49dc6e9rb3YUN4yZ8aa-Z9AKuOZnXL6eRgo4UrRIq?2jnG8ABLSn9gvjRAywsiO 8-0-0 _13-3-13 114.3.0 i 18-11-0 8-0-0 5-3-13 0-11-3 4-8-0 Scale:3/8'=1' 7x10= 6x8= 2 15 16 17 3 4 7x10= 2x4 II 5.00!12 18 5 IIIP 14 0 13I n 6 1 9 8 7 6 4x6 1 2x4 II 3x6 4x5= 4x5= 8-0-0 13-3-13 , 14-3-0 18-11-0 8-0-0 I 5-3-13 '0-11-3 j 4-8-0 Plate Offsets(X,Y)-- [1:0-2-12,0-1-51,12:0-4-0,0-2.41,[3:0-3-12,0-2-81 __.. 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Verl(LL) -0.09 9-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.27 9-12 >821 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.59 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:89 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2 except 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) 6=751/Mechanical,1=751/0-5-8 Max Horz 1=85(LC 12) Max Uplift 6=-130(LC 9),1.75(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1196/234,2-3=-824/194,3-4=-914/200 BOT CHORD 1-9=-248/1026,7-9=-246/1033,6-7=-183/815 WEBS 2-9=0/285,2-7=-330/78,3-7=0/312,4-6=-973/220 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=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 8-0-0,Exterior(2)8-0-0 to 14-3-0,Interior(1)14-3-0 to 18-9-4 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 130 lb uplift at joint 6 and 75 lb uplift at joint 1. 1 0 WARNING•Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. Design viii for use only with Ivtllekry connectors.this design Fs based oNy upon pxraneters shown.and Is for on individual building component.not • a truss system.Before use.the bulling designer must verily the applicobilty of design parameters and properly kicorpxxate this design Info ttxr overall bulling design. Bracing indicated is to prevent buckling of indtvklual truss web and/or chord members only.Additional temporary and permanent boa ting MiTek• Is always required for stabitty and to prevent collapse with possible personal Injury and property damage. For general guidance regaxdrg the kutrcatkxL storage.delivery.erection and bracing of trusses and truss systems,sueANSI/IP11 Quality Criteria,DSB-89 and BCSI Building Component i 6904 Parke East Blvd. Safety Information available from truss Hate Institute,218 N.Lee Street Suite 312,Alexandria VA 22314. 1 Tampa.Ft. 33610 Job [Truss I Truss Type 'Qty Ply • Greenwood 1 T9068718 10523T0 T24 Roof Special Girder 1 1 ;Job Reference(optional) 1 Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:04:06 2016 Page 1 lD:fAPSN5HZ49dc6e9rb3YUN4yZ8aa-1 Mki6MaPIeEV2_NG2Yy_NCbyYgRPwpowOKtHzdywsiN 6-0-0t 10.7-3 12-11-8 ( 16-3-0 l 18-11-0 ' 6-0-0 4-7-3 2 4-5 3-3-8 2-8.0 Scale=1:33.7 5x8= NAILED 4 6x6= 7x10= I 2 ! 6x8 12 2x4 II 5.00 5 6 Sill 40001.0/vec 1 0 7) i N 1 1tI n 9 nn rr -1n .�. n, nnnn 14 15 10 16 17 9 8 18 19 20 le•M7 NAILED NAILED 4x5= NAILED NAILED 3x8 MT2OHS NAILED NAILED 4x5= 5x6= NAILED NAILED NAILED 5x8= 6-0-0 10.7-3I 12-11-8 I 16-3-0 I 18-11-0 6-0-0 II 4-7-3 2-4-5 3.3-8 2.8.0 Plate Offsets(X,Y)-- [2:0-3-12.0-2-81,[5:0-3-12.0-3-4),[8:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.16 8-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.40 8-10 >560 180 MT2OHS 187/143 BCLL 0.0 " Rep Stress lncr NO WB 0.55 Horz(TL) 0.07 7 rVa r1/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS 1 Weight:94 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-9 oc purlins, BOT CHORD 2x4 SP SS except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-11-13 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 7=1745/Mechanical,1=1613/0-5-8 Max Horz 1=61(LC 8) Max Uplift 7=-340(LC 8),1=-314(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2902/541,2-3=-2653/525,3-4=-2145/441,4.5=-2147/437 BOT CHORD 1-10=-510/2616,8-10=-550/2755,7-8=-300/1460 WEBS 2-10=-70/709,4-8=-283/1437,3-8=-1232/270,5-8=-104/661,5-7=-1929/400 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=4lt;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)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. 7) Refer to girder(s)for truss to truss connections. 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 340 lb uplift at joint 7 and 314 lb uplift at joint 1. 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(psf) Vert:1-2=-60,2-3=-60,3-4=-60,4-5=-60,5-6=-60,7-11=-20 Concentrated Loads(Ib) Vert:2=-97(B)9=-208(B)10=-61(B)14=-231(B)15=-214(B)16=-208(B)17=-208(B)18=-208(B)19=-208(B)20=-211(B) V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE Ml1.7473 rev.10/03/2015 BEFORE USE. lot Design valid for use only with MITekIc connectors.Bis design is based only upon parorneters shown.and is for an Individual bolding component.not a tiara system.Before use,the building designer must verity the applicability of design rxxcxnolers 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 temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria.058-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from'truss Plate institute.218 N.Lee Street.Suite 312,Alexandria.drla VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty IPly 1 Greenwood T9068719 10523T0 T25 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 10:04:07 2016 Page 1 I D:fAPSN5HZ49dc6e9rb3YUN4yZ8aa-VYI4Jia23yM Lg8yScGTDvQ86T3v2fNJ3d_-Ogw3ywsiM I 3.4.13 I 6-0-0 3.4.13 2-7-3 3x5 I I Scale=1:20.0 5.00 FIT 3 PiI. 4x5= 2x4 II 1 d N MEI II 0 • 4 5 2x411 3x4= 3-4-13 6-0-0 3-4-13 2-7.3 Plate Offsets(X,Y)-- 12:0-1-12,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.04 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.30 Vert(TL) -0.10 4-5 >679 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 4 n/a rola 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 puffins, 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. (Ib/size) 4=228/Mechanical,5=228/0-5-8 Max Horz 5=29(LC 12) Max Uplift 4=-37(LC 12),5=-33(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.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-4-13,Interior(1)3-4-13 to 5-10-4 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 37 lb uplift at joint 4 and 33 lb uplift at joint 5. 1 ria.. 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mlt-7473 rev.10/0312015 BEFORE USE. . Design valid for use only with Mllekt connectors.This design k based only upon parameters shown.and Is for an Individual biAdkg component,not • a truss system.Before use,the bulking designer must verify the applicability of design rxxarneters and properly incorporate this design Into the overall • bullring design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Addlional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. for general grid nce regarding the fabrication.storage,delivery,erection and bracing g of trusses and miss systems.seeANSI/1Pl l Quality CrIferia,DS8-89 and BCSI Building Component 6904 Parke East Blvd. Soley Information available from buss Plate Institute.218 N.Lee Street.Stile 312. 1exarxltkl,VA 22314. Tampa.FL 33610 Job Truss !Truss Type Qty Ply I Greenwood T9068720 10523T0 T26 'Roof Special 1 1 j Job Reference(optional) 1 Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 16 10:04:07 2016 Page 1 IDJAPSN5HZ49dc6e9rb3YUN4yZ8aa-VYI4Jia23yMLg8yScGTDvQ86J3tBiNb3d_Oq W 3ywsiM 5-4-13 6-0-0 { I 5-4.13 ' 0.73 Scale=1:19.0 4 2x4 I 1 3x4= 5 2 I__l_ J 1 D F-- X3 4 3x4= 2x4 II 6-0-0 I { 6-0-0 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 0.60 I Vert(LL) -0.06 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.16 3-4 >430 180 BCLL 0.0 ' 1 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:33 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) 4=228/0-5-8,3=228/Mechanical Max Uplift 4=-51(LC 8),3=-51(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.Opsf;h=25ft;B=45ft;L=24tt;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18:MWFRS(directional)and C-C Exterior(2)0.1-12 to 3-1-12,Interior(1)3-1-12 to 5-10.4 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 51 lb uplift at joint 4 and 51 lb uplift at joint 3. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MII.7473 rev.10103/2015 BEFORE USE. Design valid for use only with Mltek0 connectors.Reis design Is based only upon parameters shown,and is for an Individual building component,not t a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual Buss web and/or chord members only. AddBanal temporary and permanent bracing MiTek' is always rexdtuiroci to stability and to prevent collapse with possible personal inlay and property damage. For general gridcnce regarding the krirk:atkin.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from tries Plate Institute,218 N.Lee Street,Suite 312.Alexandria VA 22314. I Tarrpa.FL 33610 1 Job Truss Truss Type Qty Ply Greenwood T9068721 10523T0 'T27 Flat 1 1 'Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:04:08 2016 Page 1 I D:IAPSN5HZ49dc6e9rb3YUN4yZ8aa-zk5SX1 bggGUCIIXf9z_SSdgH3TCQOggDsd8N2Vywsi L 6-0-0 6-0-0 Scale=1:23.7 2x4 II 1 3x4= 5 2 tw • ■ ■ ►� 4 3x4 3 2x4 !I 6-0-0 I • 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.06 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.16 3-4 >430 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:36 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, 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=228/0-5.8,3=228/Mechanical Max Uplift 4=-51(LC 8),3=-51(LC 8) 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.Opsf;h=25ff B=45ft;L=24ft;eave=off Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-10-4 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 20.0psf 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 51 lb uplift at joint 4 and 51 lb uplift at joint 3. • 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIr-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITeke connectors.!his design Is based only upon pa<rneters shown,and Is for an individual building component.not a truss system.Before use,the balding designer must verify the applicability of design pacmotors and properly Incorporate this design into the overall bxNdng design. Bracing Indicated Is to prevent txucldIng of Individual truss web add/or chord members only. Addlfonai temporary and permanent bracing MITE** 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<rdd truss systems,seeANSI/1PI1 Quatiy Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Soley Information avalktble from Truss Plate Institute,218 N.Lee Street Suite 312,Alex<rd rku,VA 22314. Tempe.FL 33610 Job Truss 'Truss Type Qty Ply I Greenwood T9068722 1052310 T28 Flat 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:04:08 2016 Page 1 ID:fAPSN5HZ49dc6e9rb3YUN4yZBaa-zksSXI bggGUCIIX19z_SSdgH3TCQOggDsdBN2VywsiL 6.0-0 I 6-0-0 Scale=1:23.2 2x4 'I 1 3x4= 5 2 L 1 • 3 4 3x4 2x4 II 6.0.0 _ I 6-0-0 LOADING (psf) SPACING- 2-0-0 CSL I DEFL. in (lac) t/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.06 3-4 >999 240 i MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.16 3-4 >430 180 BCLL 0.0 * Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 3 Na Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:36 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) 4=228/0-5-8,3=228/Mechanical Max Uplift 4=-51(LC 8),3=-51(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.Opsh BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4th Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-10-4 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 51 lb uplift at joint 4 and 51 lb uplift at joint 3. Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M5.7473 rev.10'03/2015 BEFORE USE. Design valid for use only with Mllelr connectors.itis design B based only upon parameters shown,and Is for an individual building component not a truss system.Before use,the building designer mist verify the 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 possble personal inlay and property damage. For general glkdance 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 Bid. Safety Information available from truss Mate institute,218 N.Lee Street,Suite 312,Nexandrkl,VA 22314. Tanga.FL 33610 Job j Truss Truss Type Qty Ply Greenwood T9068723 10523T0 T29 Flat 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:04:09 2016 Page 1 ID:1APSN5HZ49dc6e9rb3YUN4yZ8aa-RxQrkNclbZc3wR6rjhVh_rDRotYf7H4M4Hbrayywsi K 6.0.0 6.0.0 Scale=1:18.2 2x4 11 1 3x4= 5 2 l iJr � rl � 3 4 3x4 2x4 II i f 6-0-0 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.06 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.16 3-4 >430 180 BCLL 0.0 * Rep Stress Ina YES WB 0.00 Horz(TL) 0.00 3 rVa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:33 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) 4=228/0-5-8,3=228/Mechanical Max Uplift 4=-51(LC 8),3=-51(LC 8) 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=5.0psf;BCDL=5.0psh h=25ft B=45ft;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1.12 to 5-10-4 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 psi 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 51 lb uplift at joint 4 and 51 lb uplift at joint 3. • Q WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MN-7073 rev.10M322016 BEFORE USE. Design valki for use oNy vAth MllekS connectors.this design Is based oNy upon parameters shown,and is for an individual al holding component.not a truss system.Before use,the building designer roust verity the applicability of design parameters and property incorporate this design into the overall • tending design. Bracing indicated icated 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 inpry and property damage. For general guidance regarding the fabrication,storage.delivery.erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avciable from Truss Plate institute,218 N.Lee Street,Suite.312,Alexandria,VA 22314. Tampa.FL 33610 Job I Truss Truss Type Qty !Ply I Greenwood • T9068724 Roof Special 1 1 1052370 T30 1 p Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:04:09 2016 Page 1 I D:fAPSN5HZ49dc6e9rb3YU N4yZ8aa-RxQrkNc IbZc3w R6rj hV h_rD Rntae7HgM4Htxayywsi K 4-1-8 6-0-0 —41-8 f 1.10.8 5.00 51 3x5 I' Scale=1.17.5 3 1 4x5= 1 2x4 II 1 1 7 6 2 1 N N u 4 5 2x4 1' 3x4= 4-1-8 6-0-0 __ I 4-1-8 I 1.10-8 _____I Plate Offsets(X,Y)-- [2:0-1-12,0-2-01,[3:Edge,0-1-12] -_ i t 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 0.60 Vert(LL) -0.04 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.29 Vert(TL) -0.10 4-5 >713 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 4 Na n/a BCDL 10.0 Code FBC2014/TP12007 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 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=228/Mechanical,5=228/0-5-8 Max Horz 5=20(LC 12) Max Uplift 4=-32(LC 12),5=-41(LC 9) 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=101 mph;TCDL=5.Opsf;BCDL=5.0psi;h=25tt;B=45ft;L=24ft;eave=oft Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-10-4 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 podding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1 4)*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. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 32 lb uplift at joint 4 and 41 lb uplift at joint 5. 1, V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mn-7473 rev.10/03/2015 BEFORE USE. MI Design valid for use only with Mliciagr connectors.This design is baser]only upon pxxaneters shown.and Is for an IrdvkAral loading component,not a truss system.Before use.the building designer must verity the aro dicabllty of design parameters and pxopxerly krcorp orate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members aNy. Addilkrd9 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 Blvd. East fabrication,storage,delivery,erection adt tracing of trusses and truss systems,seeANSI/IPII QuaHly Criteria,DSB-89 and BCSI Building Component Tampa.6904 ParkeEast Safely Information avdklble from Truss Plate Institute,218 N.lee Street.Suite 312,Alexandria,VA 22314. I Job Truss 'Truss Type Qty Ply Greenwood T9068725 10523T0 T31 Monopitch Girder 1 . 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:04:10 2016 Page 1 ID:fAPSN5HZ49dc6e9rb3YUN4yZ8aa-w7_DxjdwMtkwXbg1 HO0wX2mizHousb_WJxdU60ywsiJ 2-7-1 6-0-0 2-7-1 f 3-4-15 i 2x4 I Scale=1:26.5 3 5.0012 . 3x4 2 itj 3x6 i 1 1, 1011.4111111111111111 1111:004iir w NM al kimimmi MI 5 4 6 7x6= Special 4x5= 2x4 II THD26 2-7-1 6-0-0 l 2-7-1 I 3-4-15 { Plate Offsets(X,Y)-- [2:0-1-4,0-1±31,15:0-3-0,0-4-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.02 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.05 4-5 >999 180 BCLL 0.0 ' Rep Stress lncr NO WB 0.60 Horz(TL) 0.01 4 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:42 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-14 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=1553/Mechanical,6=1359/0-5-8 Max Horz 6=97(LC 8) Max Uplift 4=-320(LC 8),6=-221(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1530/271,1-6=-1359/232 BOT CHORD 4-5=-303/1397 WEBS 2-4=-1703/369,2-5=-269/1357,1-5.257/1571 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45fh L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional);end vertical left exposed;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 320 lb uplift at joint 4 and 221 lb uplift at joint 6. 6)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 2-8-12 from the left end to connect truss(es)to front face of bottom chord. 7)Fill all nail holes where hanger is in contact with lumber. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)731 lb down and 150 lb up at 4-8-12 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:1-3=-60,4-6=-20 Concentrated Loads(Ib) Vert:5=-1725(F)7=-731(F) Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII.7473 rot,.10V03/2015 BEFORE USE. Design valid for use only with Mileku connectors.Ibis design Is based only upon parameters shown,and Is for an individual building component.not a truss system.Before use,the building designer must vorify the applicability of design parameters and properly incorporate this design krto 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 posstae personal Inlury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria.DSB-89 and}SCSI Building Component 6904 Parke East Blvd. Safety Information avaYable horn buss Plate institute.218 N.Lee Street.Suite 312,Alexandrkn.VA 22314. Tampa.FL 33610 Job Truss 'Truss Type Qty Ply I Greenwood 19068726 10523T0 T32 Half Hip 1 1 I Job Reference(optional) 1 BBuilding Component Supply, Jacksonville,Fl 32256 8.010 5 Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:04:10 2016 Page 1 ID:fAPSN5HZ49dc6e9rb3YUN4yZ8aa-w7_DxjdwMtkwXbgt HO0wX2mg_HxgskmWJxdU6OywsiJ 4-0-0 6-0-0 I 4-0-0 2-0-0 Scale=1:21.5 4x5= 2x4 ',! 2 3 5.00,12 7 /I w .. w • 3x4 1 00 ir 1 ) 111ihIIIIIIIIIIIIIIIIft.-_ w 1 �I IM 5 4 �1 3x4_ 6 2x4 II 2x4 II 4.0.0I 6-0-0 4-0-0 2-0-0 Plate Offsets(X,Y)-- [1:0-1-12,0-1-8],[4:0.1-12,0-0-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.04 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.24 Vert(TL) -0.08 5-6 >879 180 BCLL 0.0 ' Rep Stress Inc, YES WB 0.04 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS • Weight:34 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) 4=228/Mechanical,6=228/0-5-8 Max Horz 6=77(LC 12) Max Uplift 4=-46(LC 12),6=-4(LC 12) 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=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45it L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 4-0-0,Exterior(2)4-0-0 to 5-10-4 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)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 46 lb uplift at joint 4 and 4 lb uplift at joint 6. • • 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ABI-7473 rev.10/032015 BEFORE USE. mir Design valid for use only with MilekS)connectors.This design Is based only upon parameters shown.and is for an Individual building component,not a truss system.Before use.the building designer must verify the appiicabli fy of design parameters and property Irx.ortrorate 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 pile personal injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of tr sses and tr ss systems.seOANSI/1PI1 Quality Crtterla,DSB-89 and BCSI Building Componanf I 6904 Parke East Blvd. Safety Information avallci le from Truss Plate Institute,218 N.Lee Street,Suite 312,PJexarKido,VA 22314. I Tampa,FL 33610 Job I Truss .Truss Type Qty I Ply I Greenwood T90687271 10523T0 T33 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:04:11 2016 Page 1 ID:IAPSN5HZ49dc6e9rb3YUN4yZ8aa-OJXb93dY7Bsn91FEr6X94G1s1 hDLbBsfYbM2fgywsil 2.0.0 6.0.0 I i 2-0-0 i 4-0.0 Scale=1:16.9 4x5= NAILED 2x4 I I 5.00 12 Special 3 2 6 11111.111.1.1111111.1Mil 2x4 II / ipi ;ie. allig. jjohl MM 1 i MIN f FA 1011.1111. , 7 8 4 Special NAILED 5 3x4= 3x4= 2-0-0 6-0-0 2-0-0 1 4-0-0 LOADING (PSI) SPACING- 2-0-0 ! CSI. I' DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.06 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.16 4-5 >430 180 BCLL 0.0 ' I Rep Stress Incr NO WB 0.05 Horz(TL) 0.00 4 rVa n/a • BCDL 10.0 1 I Code FBC2014fTP12007 Matrix-MS Weight:32 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) 4=232/Mechanical,5=233/0-5-8 Max Horz 5=53(LC 8) Max Uplift 4=-83(LC 5),5=-55(LC 4) 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=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);end vertical left exposed;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)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 83 lb uplift at joint 4 and 55 lb uplift at joint 5. 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)76 lb down and 92 lb up at 2-0-0 on top chord,and 34 lb down and 30 lb up at 2-2-2 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=-60,4-5=-20 Concentrated Loads(Ib) Vert:7=-6(B)8=-2(B) 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev.10/03/2015 BEFORE USE. • Desly�valid for use only with MI leklO connectors.This design Is based only or i zxamefers shown.and is for an individual building component.not - a truss system.Before use.the building designer must verify the appiicablity of design Ixxameiers and properly incorporate 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 guidance regarding the k3xEast Blvd.icatkm,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI I Quality Cdterla,DSB 6904 Parke • -89 and SCSI Building Component Tampa.04 FEt 0 Safety Information avc/ldrle from lruss Plate Institute.218 N.lee Street,Suite 312,Alexandria,VA 22314. 'Job 'Truss Truss Type Oty 'Ply i Greenwood T9068728 10523T0 1134 Hip Girder 1 1 r 1 I I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MITek Industries,Inc. Mon Jul 18 10:04:12 2016 Page 1 I D:tAPSN5HZ49dc6e9rb3YUN4yZ8aa-SW SzMPeAuU_envg00p3OcTrya4TFKdcpmF6M3GywsiH 4-0-0 7-11-0I 11-11.0 I- 4-0.0 3-11-0 4-0-0 Scale=1:19.5 NAILED NAILED 6x8% 6x8=- NAILED 2 14 15 3 1 5.00,12 Walk n n (/� II II 111111 N 4 1 ,_ R RI c - n - - Hn - IFJ,I .- s 17 ,a 19 NAILED 2x4 II NAILED2x4 I NAILED X 5x6 II 4x6 II NAILED NAILED �g-p3 4-0-0 3-11-011.0 I 11-4-0 111-11-0 3 9.0 3-5-0 0-7-0 Plate Offsets(X,V)-- (1:0-2-12,0.1-51,(2:0-3-12,0-2-81,13:0-3-12,0-2-81,[4:0-2-12,0-1-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.08 6-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.18 6-13 >809 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.08 Horz(TL) 0.04 4 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MS Weight:44 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-15 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=774/0-3-8,1=698/0-3.8 Max Horz 1=-22(LC 6) J Max Uplift 4=-240(LC 8),1=-215(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1009/301,2-3=-912/295,3-4=-1042/308 BOT CHORD 1-6=-245/905,5.6.246/912,4-5=-244/901 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.Opsh BCDL=5.Opsf;h=25ft;B=45ft;L=2411;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional);cantilever right exposed;porch left and right exposed;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 240 lb uplift at joint 4 and 215 lb uplift at joint 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)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=-60,7-11=-20 Concentrated Loads(Ib) Vert:2=-42(B)5=-36(B)14=-42(B)15=-42(B)16=-143(B)17=-36(B)18=-36(B)19=-143(B) 1 __ o WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.10/03/1015 BEFORE USE. Design valid for use only with MletrS)connectors.this design is bused only upon parameters shown,and Is for an IndMdual building component not " a 111.15s system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall bulking design. (tracing Indicated Is to prevent budding 01 individual truss web and/or chord members only.Additional temporary and permanent bracing M Tek" Is always required tor stability and to prevent collapse with possible personal kliury and property damage. For general guidance regaling the Bu6904 Parke East Blvd. fabrication,storage.delivery,erection and bracing of tosses and truss systems,seeANSI/TPI t Quality Criteria.DS849 and KMKMilding Component Safety Information meltable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss I Truss Type Qty Ply Greenwood • T9068729 '10523T0 T35 Half Hip Girder 12 1 Job Reference(optional) i Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:04:13 2016 Page 1 ID:IAPSN5HZ49dc6e9rb3YUN4yZ8aa-KifLallofo6V03PcyXad9hOEj Uy935hy?vr8jjywsiG 2-0-0 4-0-0 I 2-0-0 ' 2.0.0 Special 3 2x4 i I Scale=1:9.8 2 5.00'12 4x5= 1 oa ,J — —'3 , r'J 5 Special 4 2x4 II 3x5 II 2x4 II 0.3.0i 2.0.0 4-0-0 0-3-0 1-9-0 2-0-0 Plate Offsets(X,)-- [1:0-2-4,0-1-1] —_ I LOADING (psi) SPACING- 2-0-0 CSI. DE FL in (lac) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.02 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.31 Vert(TL) -0.05 5 >999 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.03 Horz(TL) 0.01 1 rVa n/a BCDL 10.0 I 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.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=153/Mechanical,1=153/0-3-8 Max Horz 1=24(LC 8) Max Uplift 4=-44(LC 5),1=-25(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=41t;Cat. II;Exp B;Encl.,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.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 44 lb uplift at joint 4 and 25 lb uplift at joint 1. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)23 lb down and 50 lb up at 2-0-0 on top chord,and 29 lb up at 2-2-2 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(Ib) Vert:5=2(B) I 1 r. 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/07/2015 BEFORE USE. bet Design valid for use only with MitekS connectors.this design is based only upon parameters shown,and is for on indlvkfual building component,not a truss system.Before use,the bulling designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Racing Indicated is to prevent buckling of In dIvidual truss web and/of chord members only. Additional temporary and permanent bracing MiTek• Is always requked for stability and to prevent collapse with possible personal tray apo property damage. For general grukiance regadng the 6904 Parke East Blvd.fabrication storage,delivery,erection and bracing of trusses and Inns systems,seeANSI/tPt l Quality Criteria.DSB-89 and BCSI Building Component Safety Information available from Inas Plate Institute,218 N.Lee Street.Stile 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty I Ply Greenwood T9068730 10523T0 T36 GABLE 1 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 5 Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:04:13 2016 Page 1 ID:f APSN5HZ49dc6e9rb3YUN4yZ8aa-KifLalfofo6VO3PcyXad9hO62Un?321y?Vr8jjywsiG 1.10.12 2- 2 9.8.8 __ 17-4-14 17r6-4 19-5-0 __I 1-10-12 I 1.10-12 04-6 7-8-6 7-8-6 04-6 1-10-12 Scale=1:31.2 5x6= 6 l� 7 4.00 FIF 5 -31 4 8 32 3P ai 9 II le A 10 2 ad N 33 30 P 1 � • o 01 o 9 9 1 � ,a 9 ' • � ]o d kw 021 20 19 18 17 16 15 14 13 12 11 1 3x6= 3x4 3x4 is 17-4-14 6 a311-.170-1122 1 112x6 6 7-8-6 ol- 1-7-12 0-3-0 Plate Offsets(X,Y)-- [1:0-2-8,Edge],[6:0-3-0,0-2-4],[11:0-4-0,EdgeL LOADING (psf) SPACING- 2-0-0 I CSI. ! DEFL. in (roc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I TC 0.64 Vert(LL) -0.34 12-13 >666 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 I BC 0.96 Vert(TL) -0.68 12-13 >332 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.24 I Horz(TL) 0.05 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:84 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc puffins. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 1-15:2x4 SP No.1 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=748/0-3-8,11=748/0-3-8 Max Horz 1=33(LC 11) Max Uplift 1=-270(LC 12),11=-270(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1474/1110,2-3=1438/1114,3-4=-1422/1117,4-5=-1402/1115,5-6=-1415/1143, 6-7=-1416/1143,7-8=-1401/1115,8-9=-1419/1115,9-10=-1436/1113,10-11=-1475/1111 BOT CHORD 1-21=1005/1362,20-21=-1005/1362,19-20=-1005/1362,18-19=-1005/1362, 17-18=-1005/1362,16-17=1005/1362,14-16=-1005/1362,13-14=-1005/1362, 12-13=-1005/1362,11-12=-1005/1362 WEBS 6-17=-542/636 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.Opsh h=25ft;B=45ft;L=24th eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-4-12 to 3-4-12,Interior(1)3-4-12 to 9-8-8,Exterior(2)9-8-8 to 12-8-8 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 20.0psf 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. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 270 lb uplift at joint 1 and 270 lb uplift at joint 11. 1 is — A WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO.7473 rev.10/03/2015 BEFORE USE. • Design valid for use only with MIIelaD connectors.this design is based oNy upon parameters shown,and Is for an IndivldAlal building component,not a truss system.Before use,the Landing 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 indivkival truss web and/or chord members oNy.Additional temporary and permanent tracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI l Quality Criteria,DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information avalkile horn truss Mate Institute.21 B N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply I Greenwood T9068731 10523T0 T37 Common 5 1 IJob Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 16 10:04:14 2016 Page 1 ID:1APSN5HZ49dc6e9rb3YUN4yZ8aa-ouDkn5gRQ6EMOD_pW ESshuwLW u86oUA5EZbiF9ywsiF 7.0.0 9-8-8 12-5-0 19-5-0 — 13 7-0-0 2-8-8 2.8.8 7-0-0 Scale:3/8'=1' 7x6 II 3 4.00 12 2x4 214 i 11 2 14 5 1 V .2 6 4x5= 4x5= 7x10= 3 3x8 'I x8 3x8 11 g.3 9-8-8 19-2-0 10-30 0 0.3� 9-5-8 9-5-8 Plate Offsets((,Y)-- [1:0-0-0,0-1-1,[1:0-3-2,Edge],[5:0-0-0,0-1-13],[5:0-3-2,Edge] LOADING (psf) ! SPACING- 2-0-0 CSI. DEFL. in (loc) I/deil Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.12 6-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.33 6-9 >696 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.27 Horz(TL) 0.03 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:77 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-6 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=777/0-3-8,5=777/0-3-8 Max Horz 1=34(LC 11) Max Uplift 1=-86(LC 12),5=-86(LC 12) • FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1521/296,2-3=-1228/238,3.4=-1228/237,4-5=-1521/296 BOT CHORD 1-6=-227/1395,5-6=-227/1395 WEBS 3-6=-1031700,4-6=-388/145,2-6=-388/145 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=5.0ps1;BCDL=5.0psf;h=25ft;B=4511;L=24th eave=4ih 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 9-8-8,Exterior(2)9-8-8 to 12-6-8 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 86 lb uplift at joint 1 and 86 lb uplift at joint 5. I 0 WARNING-Varity design parameters and READ NOTES ON THIS AND INCLUDED MrfEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. I 10-• Design valid for use only with MMlekst connectors.ibis design is based only upon parameters shown.and is for an Individual building component,riot a truss systern.Before use,the btildng designer must verify the applicabllty of design parameters and properly Incorporate this design Into the ovordl bxldng design. Bracing Indicated Is to prevent buckling of IndNIdual truss web and/or chord members only.Addllonaf temporary and permanent bracing Mulek, Is always requked for stability and to prevent collapse with possible personal k1(tay 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 Budding Component 6904 Parke East Blvd. Safety Information available from hues Mate Institute,218 N.Lee Street,Suite 312.Atexarldrla,VA 22314. .Tampa.FL 33610 Job Truss Truss Type !Qty Ply Greenwood 1 T9068732 10523T0 T38 ,Roof Special 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 10:04:15 2016 Page 1 ID:fAPSN5HZ49dc6e9rb3YUN4yZ8aa-G5n6?Rh3APMDeMZ?4xc5E6TTGIUXXyi FTDKFobywsiE 7-0-0 9-8-8 ____ 11-11-7 17-5-0 18-11-7 f_ f 7-0-0 2-8-8 2-2-15 5-5-9 1-6-7 Scale=1:33.2 5x6= 3 4.00 12 2x4// 2x4 O rl q 2 14 • 6x6= 2x4 II 13 5 6 N Y m 1— N n Q to ...11 "wy ° � ] T I 1 a � 9 8II _ 7 4x5= 3x8 I1 4x10= 3x6 4x6- i 9-8-8 17-5-0 7.88 18-11-787 I 9-8-8 Plate Offsets(X,Y)-- [1:0_3-2,Edge],[1:0-0-0,0-1-13],13:0-3-0,0-2-4],[7:0-2-12,0.2-0] LOADING (psi) SPACING- 2-0-0 CSI. I DEFL. in (roc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.14 7-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.83 1Vert(TL) -0.37 9-12 >607 180 BCLL 0.0 * Rep Stress Incr YES WB 0.25 I Horz(TL) 0.05 7 n/a n/a BCDL 10.0 I Code FBC2014/TP12007 Matrix-MS I Weight:77 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-3 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) 7=752/0-3-8,1=752/0-5.8 Max Horz 1=33(LC 11) Max Uplift 7=-84(LC 12),1=-83(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1449/284,2-3=-1153/222,3-4=-1136/219,4-5=-1327/268 BOT CHORD 1-9=-238/1327,7-9=-220/1205 WEBS 2-9=-388/150,3-9=-111/625,4-9=-279/146,5-7=-1311/311 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25tt;B=45ft;L=241t;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-8-8,Exterior(2)9-8-8 to 12-8-8,Interior(1)17-5-0 to 18.9-11 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 tit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 84 lb uplift at Joint 7 and 83 lb uplift at joint 1. Ir l Q WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10103/2015 BEFORE USE. Design valid for use only with Mi1ek3 connectors.this design Is torsed only upon parameters shown,and is for an usdNdual building component,not a truss system.Before use,the txltding designer must verily the applicability of design parameters and properly incorporate this design Into the overall bulkingWok'design. Bracing Indicated Is to prevent buckling of Irxlivkival truss web and/or chord members only.Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general grldatce regarding the Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAN6904 SI/TPI1 Quality Criteria.DSB-89 and BCSI Building Component Tampa.FL East 0 Safety Information ovdla bre from truss Plate institute,218 N.Lee Street,Suite 312,Nexaxiria,VA 22314. I Job i Truss :Truss Type Qty Ply Greenwood I T90687331 10523T0 T39 Roof Special 11 I I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:04:15 2016 Page 1 ID:fAPSN5HZ49dc6e9rb3YUN4yZ8aa-G5n6?Rh3APMDeMZ?4xc5E6TNVITNXs1 FTDKFobywsiE 2-5.8 _1 7-0-0 _ I 9-8-8 { 15-5-0 1 16-7-8 I 18-11-7 { 2-5-8 4-6-8 2-8-8 5-8-8 1-2-8 2-3-15 Scale=1:33.7 6x6 I 4 4.00,,12 2x4 e 3 18 2x4 II •• 57x10= 17 13 rte— co ^7 2 E 6x8 10] 9 0 12 uexa 11 �o MI 4x10= 3x8 MT2OHS= 13 8 3x5= 2x4 i 1 2x4= 2x4 I i 4x6= 2-5-8I 9.8.8 I 15-5-0 { 16-7-8 I 18-11-7 { 2-5-8 7-3-0 5-8-8 1.2-8 2-3-15 Plate Offsets(X,Y)-- [1:0-0-4,0-0.12],[2:0.3-8,0-3-13],[5:0-6-4,Edge],[9:0-3.4,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 i Ver,(LL) -0.28 2-12 >819 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.91 I Vert(TL) -0.73 2-12 >308 180 MT2OHS 187/143 BCLL 0.0 • Rep Stress Inch YES WB 0.61 I Horz(TL) 0.35 7 n/a n/a i BCDL 10.0 Code FBC2014/TP12007 Matrix-MS I Weight:95 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-4:2x6 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x4 SP No.2'Except' 2-13,8-10:2x4 SP No.3 WEBS 2x4 SP No.3 1 REACTIONS. (lb/size) 1=752/0-5-8,7=752/0-3-8 Max Horz 1=45(LC 8) Max Uplift 1=-81(LC 12),7=-85(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-15=-347/46,2-3=-2140/407,3-4=-1480/284,4-5=-1450/260,5-6=-323/0, 7-9=-715/154 BOT CHORD 2-12=-406/2107,10-12=-443/2164,9-10=-363/2152 WEBS 4-12=-63/724,5-9=-2092/555,5-12.836/239,3-12=-888/230 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 9-8-8,Exterior(2)9-8-8 to 12-8-8,Interior(1)15-5-0 to 18-9-11 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 tit between the bottom chord and any other members. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 81 lb uplift at joint 1 and 85 lb uplift at joint 7. 0 WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE. Design valid for use only with Mltek¢D connectors.Ills design is based only upon parameters shown.and Is for an YxilvIdaal building corn{xment.not a truss system.Before use.the building designer must verity the applicability of design paarneters and properly hcogxlrato this design into the ovcraii building design. Bracing indicated Is to prevent budding of individual truss web and/or chord members only. Addltkrxrl temporary and permanent bracing Milek • is always required ter stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the 6904 Parke East Blvd. fabrication,storage.delivery,erection and Melina of trusses and truss systems.seeANSI/TPI1 Qualify Criteria,DSB-89 and SCSI Building Component Safety Information avdtc*,le from muss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 II Job 'Truss I Truss Type Qty !Ply I Greenwood 79068734 10523T0 T40 1 Roof Special 1 1 I i I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:04:16 2016 Page 1 I D:fAPSN5HZ49dc6e9rb3YUN4yZ8aa-kH LUCnhhxjU4F W 8Bdf7KnJOdyigKGlkOht4pK2ywsiD 2-5-8 7-0-0 9-8-8 13-5-0 16-7-8 __ 18-11-7 — 1 —i 2.5.8 I 4-6-8 } 2-8-8 1 3-8-8 3.2.8 2-3-15 Scale=1:33.5 6x6 II 4 4.00 12 2x4 3 6x6= 4x5= • 19 5 6 I CI ,B �, th �� or i .. N 1 maimnnOD m 10L iq 2 = 13 12 11 `b d o 4x10= IH 3x6— 8 Ilbb 14 7 3x5= 2x4 II 4x5= 2x4= 2x4 II 2x4= 2.5.8 7-0-0 9-8-8 13-5-0 16-7-8 18-11-7 2-5-8 l 4-6-8 1 2-8-8 1 3-8-8 I 3-2-8 I 2-3-15 Plate Offsets(X,Y)-- [1:0.0.4,0-0-12],12:0-3-8,0-2-21 LOADING (psi) SPACING- 2-0-0 CSI. j DEFL. in (Loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.24 2-13 >924 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.69 2-13 >326 180 BCLL 0.0 ' Rep Stress Inv YES WB 0.65 Horz(TL) 0.29 7 IVa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:98 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc purlins, 1-4:2x6 SP SS except end verticals. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-14,8-10:2x4 SP No.3 8-8-0 oc bracing:2-13 WEBS 2x4 SP No.3 6-0-0 oc bracing:7-8. REACTIONS. (lb/size) 1=752/0-5-8,7=752/0-3-8 Max Horz 1=60(LC 12) Max Uplift 1=-79(LC 12),7=-96(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-16=-336/26,2-3=-2137/425,3-4=-1422/285,4-5=-1427/274,5-6=-1758/332, 7-9=-713/151,6-9=-668/159 BOT CHORD 2-13=-442/2107,12-13=-346/1802 WEBS 4-13=-104/799,5-13=-535/126,3-13=-948/247,6-12=-325/1694,5-12=-490/150 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=5.0ps1;h=25ff;B=45ft;L=24tt;eave=4tt;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 9-8-8,Exterior(2)9-8-8 to 12-8-8,Interior(1)13-5-0 to 18-9-11 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 79 lb uplift at joint 1 and 96 lb uplift at joint 7. 1 1 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mlr-7473 rev.10/03/2015 BEFORE USE. mll Design valid for use only with Mllek0 connectors.This design B based only upon parameters shown,and is for an inclivkkal landing component.not a truss system.Before use,the bulking designer must verify the applicability of design rxrarneters and properly t;apxxale this design into the overall building design. Bracht)Indicated Is to prevent buckling of IndMdud truss web and/or chord members only. Additional tornporay and permanent bracing MiTek' Is always required for stability and to prevent collapse with posstle personal hltey and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/1P11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from lass Plate Institute,218 N.Lee Street Suite 312.Nexaxida,VA 22314. Tampa.FL 33670 Job I Truss Truss Type Oty Ply Greenwood T9068735 10523T0 T42 Monopitch Girder 1 1 . 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:04:17 2016 Page 1 ID:fAPSN5HZ49dc6e9rb3YUN4yZ8aa-CTvsP6iJi 1 cxtgjN BMeZJXYuK5Bp?mbYwXpMsUywsiC 3-9.57-3.0 I I— 3-9-5 I 3-5-11 Scale=1:19.0 2x4 II 3 4.00 I12oil 3x5 2 c 1 . Ti pip —iiii111111111111111=11111111111111110.— 9 10 5 11 4 CI THD26 THD263x6 II THD26 r 455= 6x6= 3-9-5 7-3-0 I 3.9-5 I 3-5-11 Plate Offsets(X,Y)-- [1:0-3-0,0-3-5],[2:0.2-4,0-1-8],[5:0-4-4,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.03 5-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.07 5-8 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.61 Horz(TL) 0.02 4 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:38 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-14 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=1535/0-5-8,4=1107/Mechanical Max Horz 1=68(LC 8) Max Uplift 1=-193(LC 8),4=-172(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2080/275 BOT CHORD 1-5=-306/1962,4-5=-306/1962 WEBS 2-5=-148/1252,2-4=-2139/334 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25th B=45fh L=24ft;eave=oft;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 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 193 lb uplift at joint 1 and 172 lb uplift at joint 4. 6)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-0-12 from the left end to 5-0-12 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(plf) Vert:1-3=-60,4-6=-20 Concentrated Loads(Ib) Vert 9=-860(F)10=-607(F)11=-607(F) QesiWARNING-Varity design parameters and READ NOTES ON THIS AND INCLUDED we(REFERANCE PAGE MY-7473 rev.10103/2015 BEFORE USE. 1' Design valid for use only with Mllek®connectors.this design is based only upon parameters shown,and Is for an individual b ulding component,not a truss system.Before use,the txMdng designer must verity the applicability of design parameters and properly kncrrporato this design Into the overall briding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temp xrary and permanent bracing MiTek* k always required for stability and to prevent collapse with possible personal knkay and property damage. For general gsidasce regarding the fabrication,storage.delNery,erection and bracing of trusses and truss systems,seeANSI/IPI1'dually Criteria.DSB-89 and BCSI Bullding Component 6904 Parke East Blvd. Safety Information avcilabie from Ines Plate knsttute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job I Truss !Truss Type Qty Ply Greenwood T9068736 10523T0 T43 Hip 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 10:04:18 2016 Page 1 I D:f APSN5HZ49dc 6e9rb3YU N4yZ8aa-hg SEdSjxTKIoVq I a149osk5z3VZTklph9 BZvOwywsi B h 1-7-13 5-5-8 4- I — 10-4-0 ! --- 14-2-7 15-9-13 I 1-7-13 3-9-11 4-10-8 3-10-8 1-7-5 Scale=1:27.4 NAILED 2 47 12 NAILEDNAILED NAILED 7x10= 7x10= NAILED NAILED 400 Ft2 NAILED 3 18 19 20 4 21 NAILED 7x10 17 7x10 NAILED '���I f ' ' I•■ �I� 5 m ce 2 l" �hJ 6 a ' 1.--.1 � a. .—, ri nn a n nn n or 3x8 I I 10 P2 9 23 24 84x5= 25 7 2x4 I 11 NAILED 4x5= NAILED NAILED NAILED 2x4 4x5= NAILED NAILED NAILED 4x5 3x8 I NAILED NAILED 1-7-13 5-5-8 10-4-0 14-2-7 15-9-13 I 1-7-13 I 3-9-11 { 4-10-8 — I 3-10-8 I 1-7-5 Plate Offsets(X,Y)-- [1:0-3-2,Edge],[1:0-0-0,0-1-13],[2:0-3-0,0-3-0],[5:0-3-0,0-3-0],[6:0-3-2,Edge],[6:Edge,0-1-13],[8:0-2-4,0-2-01[9:0-2-4,0-2-0] LOADING (psf) SPACING- 2-0-0 , CSI. DEFL. in (lot) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.09 8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.23 8-9 >835 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.29 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:67 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.0-14 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=879/0-5-8,6=880/Mechanical Max Horz 1=-15(LC 23) Max Uplift 1=-93(LC 4),6=-93(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1760/203,2-3=-2325/221,3-4=-2269/217,4-5=-2325/221,5-6=-1764/202 BOT CHORD 1-10=-194/1627,9-10=-189/1617,8-9=-188/2269,7-8=-175/1620,6-7=-181/1629 WEBS 2-9=-78/757,5-8=-81/755 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=5.0ps1;h=25ft;B=4511 L=24ft;eave=oft Cat. II;Exp B;End.,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 20.0ps1 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 93 lb uplift at joint 1 and 93 lb uplift at joint 6. 8)"NAILED"indicates 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 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=-60,3-4=-60,4-5=-60,5-6=-60,11-14=-20 Concentrated Loads(Ib) Vert:3=-47(B)4=-47(B)10=-14(B)9=-42(B)8=-79(B)7=-14(B)17=-6(8)18=-41(B)19=-41(B)20=-41(B)21=-5(B)22=-23(B) 23=-37(B)24=-37(B)25=-23(8) 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. leill• Design valid la use only with Milek9 connectors.This design Is based only upon parameters shown,and is for on UidiVk:Ual building component,not a truss system.Before use.the building designer must verily the applicability of design Ixrarneters and properly incorporate this design into the overall bulicing design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek' Is always required for stability and to prevent collapse with possible personal Inlay and property damage. Far general guidance regarding the MU storage-delivery.erection and bracing of trusses and truss systems.seoANSI/TPI I Quality Criteria.058.89 and BCSI Building Component 6904 Parke East Blvd. • Safety Information available from inns Plato Instikrte.218 N.lee Street Suite 312.Alexandria,VA 22314. I Tampa,FL 33610 _- - Job Truss I Truss Type Qty Ply Greenwood T9068737, 10523T0 T44 I Roof Special 1 1 ,Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:04:19 2016 Page 1 I D:fAPSN5HZ49dc6e9rb3YUN4yZ8aa-9s0cgokZEete6_smJnh1 OyeEevy2T17gNrITxMywsiA H- 4-10 }_ 687_i 9-1-1 10-11-13 12.913 ( 15-9-13 4-10-7 1-9.15 2.4.11 1-10-12 1-10-0 3-0-0 Seale=1:28.0 2.4757 7x10= 7x10= 7x10 3 4 7x10 1 4.001211111111111 7 7x10= 2x4 II i /1011" 111111 ,r11111- 11100 _ 6 I 16 c, 1114 n rnto N l- (` N 1 12 11 10 9 8 3x8 2x4 I 2x4 ! 2x4 I 2x4 I 4x5= 4x5= I 4-10-7 _ 6-8.7 ____i 9-1-1 I 10-11-13 I 12-9-13 15-9-13 4-10-7 1-9-15 2-4-11 1-10-12 1-10-0 3-0-0 Plate Offsets(X,Y)-- [1:0-0-0,0-1-13],[1:0-3-2,Ed e] — LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/dell Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.14 12-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.22 12-15 >863 180 I BCLL 0.0 ' Rep Stress Incr YES WB 0.28 Horz(TL) 0.03 8 n/a n/a BCDL 10.0 Code FBC2014fTPI2007 Matrix-MS Weight:66 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-3 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) 8=627/Mechanical,1=627/0-5-8 Max Horz 1=33(LC 8) Max Uplift 8=-94(LC 9),1=-68(LC 12) • FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1186/191,2-3=-1113/205,3-4=-1090/205,4-5=-1114/207,5-6=-1150/193 BOT CHORD 1-12=-178/1085,11-12=-175/1085,10-11=-175/1090,9-10=-175/1085,B-9=-178/1083 WEBS 6-8=-1131/197 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=2411;eave=411;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 15-8-1 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 94 lb uplift at joint 8 and 68 lb uplift at joint 1. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE Mn-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with woke connectors.RHs design Is based only upon parameters shown.and Is for an IndMducl building component,not . a truss system.Before use,the building designer must verify the applicabllty of design rxxaneters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of IndNldrxl truss web and/or chord mermbers only. Addttloncl temporary trod permanent bracing MiTek_ Is always required for stability and to prevent collapse with possible personal InJuy and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems.seoANSt/TPI I Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information ow-liable from Truss Plain Institute,218 N.Lee Street,Stile 312.Alexandria,VA22314. Tampa.FL 33610 Job I Truss !Truss Type Oty 1 Ply Greenwood T9068738I 1052310 1145 Roof Special 1 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:04:19 2016 Page 1 I D:fAPS N5HZ49dc6e9rb3YU N4yZ8aa-9sOcgokZEete6_smJ nh 1 Oye7LwFThtq NrITxMywsi A 7-10.14 10-9-13 15-9-13 _____If 7-10.14 2-10-14 5-0.0 Scale=1:27.7 7x6 II 2 1 4.00[IT - 7x10= 3x4 II L.___1_ 3 4 11 12 e T"," 10 m r: N 1 r A e- 1 6 5 4x5= 3x8 II 2x4 II 4x5= 7-10.1410-9-13 15-9-13 7.10.14 I I 2-10-14 5.0-0 Plate Offsets(XX)-- [1_0-0-0,0-1-13),[1:0-3-2,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.12 6-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.25 6-9 >752 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.56 Horz(TL) 0.03 1 n/a n/a BCDL 10.0 Code FBC2014ITPI2007 Matrix-MS Weight:63 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-2 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=627/Mechanical,1=627/0-5-8 Max Horz 1=48(LC 12) Max Uplift 5=-84(LC 9),1=-66(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. • TOP CHORD 1-2=-1097/226,2-3=-1023/217 BOT CHORD 1-6=-206/984,5-6=-206/984 WEBS 2-6=0/349,3.5=-1010/223 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=5.0ps1;BCDL=5.Opsh 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 7-10-14,Exterior(2)7-10-14 to 10-9-13 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) Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 84 lb uplift at joint 5 and 66 lb uplift at joint 1. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE tut Design valid tor use only with M lekS connectors.This design Is based only upon parameters shown.and Is for an individual building component,not a truss system.Before use,the bulking designer must verify the applicability of design parameters and properly incorporate this design Into the overall • building design. Bracing Indicated is to prevent txx.kltng 01 IndMdud truss web and/or chord members only.Additional temporary and rxrrnanent bracing MiTek• • Is always required for stability and to prevent collapse with rxnslble personal injury and property damage. For general guidance regarding the Parke EastBlvd. tabrlcatk>n.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I Quality Criteria,DSB-89 and S 6904 CSI Building Component Safety Information avcikl le horn Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa.P.Parke FL 33610 Job Truss Truss Type Oty Ply Greenwood T9068739 10523T0 T46 ROOF SPECIAL GIRDER 1 1 i !Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:04:21 2016 Page 1 IDJAPSN5HZ49dc6e9rb3YUN4yZeaa-5E8NFUIgmF7MMH090CjV UNjPIjW uxW K7r9nZ?Fywsie X2.5.8_I 6-1-0 i 9-8-8 I 12-2-0 I 16-7-8 18.9.11 . 21.11.11 _. 28-2-0 I 32-8-0_-_ I 35-11-15 39-11-0 2.5-8-8 3-7-8 3-7-8 2-5.8 4.5.8 2-2-3 3-2-0 6-2-5 4-6-0 3-3-15 3-11-1 Scale=1:71.4 6x6= 4.0012 NAILED NAILED 4 6x6= 10x14=3x6= 4x5= 2x4 I I 7x10= I 2x4''' e: 534 35 6 7 36 8 37 38 9 10 4x5 3 wr�,.a_ u 11 07 5x8= ;�-,-IMMI�, co .y�i�'6 2.1TokusmimmyM.B ` total 25 24 23 22 18 27 4x5= 4x10= 20 1719 39 40 16 15 14 13 3x6= 4x5 3x4 I I 3x8 7x10= 4x10= 4x5= 2x4 II 4x5—_ 3x8_ 4x5= I NAILED 3x8 II 3x4 NAILED THD26 2-5-8 7-3-12 12-2-0 16-7-8 18-9-11 28-2-0 32-8-0 35-11-15 39-11-0 I 2-5-8 I 4-10-4 I 4-10-4 I 4-5-8 1 2-2-3 t 9-4-5 J 4-6-0 l 3-3-15 3-11-1 { Plate Offsets(X,Y)-- [1:0-3-2,Edge],[1:0.0.0,0-1-13],[2:0-2-12,0-3-2),[4:0-3-0,0-2-8],[10:0-4-0,0-2-8],[16:0-3-4,Edge],[20:0-3-4,0-1-8],[22:0-3-12,0.1-8],[24:0-3-0,0-2-0], [25:0-2-4,0-2-0) LOADING (psi) 1 SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell Ud PLATES GRIP TCLL 20.0 I Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.14 25-26 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.38 25-26 >595 180 BCLL 0.0 ' Rep Stress Incr NO i WB 0.88 Horz(TL) 0.08 12 ria n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:211 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 3-2-5 oc bracing. 21-22,12-16:2x6 SP No.2 WEBS 2x4 SP No.3"Except" 6-18:2x6 SP No.2,6-16:2x4 SP No.2 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 12=935/0-5.8,1=494/0-5-8,18=3266/(0-3-8+bearing block) (req.0-3-14) Max Horz 1=39(LC 24) Max Uplift 12=-i18(LC 8),1=-96(LC 25),18=-393(LC 8) Max Gray 12=971(LC 18),1=494(LC 1),18=3266(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-866/194,2-3=-1216/314,3-4=-988/274,4-5=-420/336,5-6.346/285, 6-8=-2056/362,8-9=-2257/343,9-10=-2257/343,10-11=-2051/280,11-12=-2184/279 BOT CHORD 1-27=-152/761,25-26=-260/1198,24-25=-135/514,21-24=-1919/251,20-21=-1252/209, 18-22=-667/42,16-18=-1609/200,15-16=-309/2028,14-15=-20611936,13-14=-238/2036, 12-13=-238/2036 WEBS 3-25=-449/126,4-25=-64/687,4-24=-591/50,5-24=-364/205,10-14=0/267, 18-20=-2979/469,6-20=-2954/467,8.16=-563/181,10-15=-213/371,8-15=-416/830, 9-15=-261/111,6-16=-506/3894,6-24=-215/1993 NOTES- 1)2x4 SP No.2 bearing block 12"long at jt.18 attached to front face with 2 rows of 10d(0.131"x3")nails spaced 3'o.c.8 Total fasteners.Beating is assumed to be SP No.2. 2)Unbalanced roof live loads have been considered for this design. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0ps1;BCDL=5.Opsf;h=25ft;B=45ft;L=40ft;eave=5tt;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 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 20.0pst 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. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 118 lb uplift at Joint 12,96 lb uplift at joint 1 and 393 lb uplift at joint 18. 8)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 24-0-7 from the left end to connect truss(es)to back face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. 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. 11Un(hi19AD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). bo f li n page e 0 WARNING-Verify 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 MIIektS connectors.This design Is based only upon parameters shown.and is for cn bdM duxi building component,riot a truss system.Before use-the txilcing designer must verity the appllcabllty of design I Kxcxnetors and properly incort orate this design into the overall bullring design. Bracing Indicated Is to prevent buckling of individual truss web and/or r chord members only.Additional temporary and permanent I racing Mile k" Is always required for stability and to prevent collapse with possble personal Injury and property damage. for general guidance regarding the tabrk:ation,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/TPl l Quality Criteria,OSB-89 and SCSI Building Component 6904 Parke East Bird. . Safely information avalklble from truss%ate Institute,218 N.Lee Street,Suite 31'l.Alexandrkn VA 22314. 1 Tampa.FL 33610 Job Truss I Truss Type I Oty Ply l Greenwood T9068739 10523T0 T46 ROOF SPECIAL GIRDER !I 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:04:21 2016 Page 2 IDJAPSN5HZ49dc6e9rb3YUN4yZ8aa-5E8NFUlgmF7MMH090CjVUNjPIjWuxW K7r9nZ?Fywsie LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-60,4-5=-60,5.10=-60,10-12=-60,27-31=-20,21-26=-20,22-28=-20 Concentrated Loads(Ib) Vert:7=-130(B)16=-1087(B)36=-130(B)39=-78(B)40=-78(B) Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10/033016 BEFORE USE. Design valid for use only with Milers&connectors.This design Is based only upon pararnetes shown,and Is for an Indivkfual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and proparly incorporate:this design Into the overall NEI building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary racy aril permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and properly damage. Ior general guidance regarding the 6904 Parke East Blvd.fc fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/TPI l Quality Crtterta,DSB-89 and BCSI Building Component Safety Information available from buss Plate institute,218 N.Lee Street,Suite 312,Alexandrkz VA 22314. Tampa,FL 33610 Job ITruss Truss Type Oty I Ply Greenwood T9068740 10523T0 T47 Hip I 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:04:22 2016 Page 1 I D:fAPSN5HZ49dc6e9rb3YU N4yZ8aa-ZRilTgmSXZFDzRbL_WEk0aGdf6sAgy7H4pX7Xhywsi7 2-5-8 I 7.0.0 I 9-3-0 I 14-1-3 I 16-7-8 118-9-11 I 24-7-15 I 30-8-0 132.11-0 i 39-11-0 I 2-5-8 4-6-8 2.3.0 4-10-3 2-6-5 2-2-3 5-10-5 6-0-1 2-3-0 7-0-0 Scale=1:68.9 4.00 12 6x6 II 4x5= 4x5= 3x6- 2x4 I I 7x10= 2x4// 2x4 4 30 5 31 6 7 832 33 9 10 3t` ei 34 0-,28 29 �i ri ' -010.111.,A11111111111111111111111111\1 .441144.1.4.444%:1441111 - 11 I —al: 5x8 19 `re �o�� o _ 18 0 20 _ 16 17 15 14 12 13 2x4 H4x10 3x8 MT2OHS= 2x4 l i 4x10= 3x6— 4x5= 4x5= 4x5 = 2x4= 2x4 I I 5x8= 3x8 II 2-5-8 9-3-0 16-7-8 18-9-11 24-7-15 30-8-0 39-11-0 I 2-5-8 I _ 6-9-8 I 7-4-8 t 2-2-3 I 5-10-5 I 6-0-1 I 9.3.0 Plate Offsets(X,Y)-- [9:0-4-0 0-2-81,[11:0-0.0,0-1-13],[11:0-3-2,Edge] LOADING (psf) SPACING- 2-0-0 CSI. I DEFL- in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.28 17-19 >814 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -0.73 17-19 >311 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Inco YES WB 0.91 Horz(TL) 0.12 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 I Matrix-MS Weight:195 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins. 1-4:2x6 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: BOT CHORD 2x4 SP No.2'Except' 2-2-0 oc bracing:2-19 2-20,16-21:2x4 SP No.3 6-0-0 oc bracing:14-15. WEBS 2x4 SP No.3`Except* 9-12,8-14,6-15:2x4 SP No.1 WEDGE Right:2x4 SP No.3 REACTIONS. (lb/size) 1=612/0-5-8,11=718/0-5-8,15=1901/0-3-8 Max Horz 1=38(LC 11) Max Uplift 1=-70(LC 12),11=-82(LC 12),15=-182(LC 12) Max Gray 1=616(LC 21),11=748(LC 22),15=1901(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-23=-278/81,2-3=-1589/379,3-4=-1033/223,4-5=-924/216,5-6=-112/910, 6-8=-697/186,8-9=-697/186,9-10=-1176/274,10.11=-1434/341 BOT CHORD 2-19=-335/1562,17-19.48/269,14-15=-730/178,12-14=-153/1097,11-12=-270/1313 WEBS 4-19=-7/289,9-12=-50/438,10-12=-340/171,9-14=-522/96,8-14=-383/170, 6-14=-292/1485,15-17=-1805/378,6-17=-1070/266,5-17=-1333/305,5-19=-75/764, 3-19=-779/273 NOTES- 1)Unbalanced roof live toads 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=40f1;eave=5ft;Cat. il;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-11-14,Interior(1)3-11-14 to 9-3-0,Exterior(2)9-3-0 to 36-3-12,Interior(1)36-3-12 to 39-11-0 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)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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 70 lb uplift at joint 1,82 lb uplift at joint 11 and 182 lb uplift at joint 15. , mil A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. • Design valid for use only with MIIek2%connectors.This design Is based only upon parameters shown,and Is for do individual building component.not a truss system.Before use-the building designer must verity the appllcabllty of design parameters and t-°i,oily itx.oiporote this design Into the overall budding 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 ktlrry dud property damage. 1 or general guidance regarding the fabrication,storage,delivery,erection and bracingof trusses and truss systems.seoANSI/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke Cast Blvd. Safety Information available from truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 1 Job Truss 'Truss Type Oty I Ply Greenwood T9068741 , 1052310 148 I Hip 1 1 Job Reference(optional) • Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:04:23 2016 Page 1 ID:tAPSN5HZ49dc6e9rb3YUN4yZ8aa-1 dG7gAn4ItN4bbAXYdIzZoonbW EHPPcQITGg48ywsi6 2-5-8 7.0.0 11-3-0 16-7-8 118-9-11 1 23-8-7 28-8-0 + 34-2-15 1 39-11-0 I 2-5-8 I 4 6-8 4-3-0 I 5-4-8 2-2-3 4-10-13 4-11-9 5.6.15 5-8-1 Scale=1:68.9 4x5= 6x6 11 4x12= 3x6= 6x6 I! 4.001r 12 4 29 30 31 5 6 7 32 33 8 1 2x4 Il: •�N • 4x5 28 9 34 fi 1 / 27 .: 10 i4 —iirdlih 0 18 17 19 4x10= 15 16 14 13 12 11 3x6= 2x4 I': 4x5= 7x10= 2x4 II 4x5= 2x4 i 4x5= 2x4= 3x8= 3x8 II 3x4 I I 2-5-8 . 11-3-0 _ I _ 16-7-8 118-9-11 I 23-8-7 1 28-8-0 34-2-15 39-11-0 2-5-8 8-9-8 5-4-8 2-2-3 4.10-13 4-11-9 I ' 5-6-15 58.1 Plate Offsets(X,Y)-- [10:0=0-0,0-1-13],110:0-3-2,Edge],[16:0-3-4,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.20 2-18 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.62 2-18 >363 180 BCLL 0.0 Rep Stress Incr YES , WB 0.96 Horz(TL) 0.11 14 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 I Matrix-MS Weight:209 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. 1-4:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-7-2 oc bracing. BOT CHORD 2x4 SP No.2'Except* 2-19:2x6 SP No.2,15-20:2x4 SP No.3 WEBS 2x4 SP No.3'Except' 5-14:2x6 SP No.2 WEDGE Right:2x4 SP No.3 REACTIONS. (lb/size) 1=486/0-5-8,10=606/0-5-8,14=2139/0-3-8 Max Horz 1=47(LC 11) Max Uplift 1=-59(LC 12),10.73(LC 12),14=-202(LC 12) Max Gray 1=503(LC 21),10=676(LC 22),14=2139(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-22=-259/74,2-3=-1065/312,3-4=-320/105,7-8=-653/196,8-9=-748/179, 9-10=-1365/280 BOT CHORD 2-18=-267/1051,16-18=-1398/291,13-14=-1166/243,11-12=-228/1256,10-11=-228/1256 WEBS 14-16=-2052/414,5-16=-2001/443,9-12=-663/177,5-18=-306/1736,7-12=-162/776, 7-13=-747/197,5-13=-237/1324,3-18=-851/287 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.Opsl;h=25ft B=45ft;L=40ft;eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-11-14,Interior(1)3-11-14 to 11-3-0,Exterior(2) 11-3-0 to 34-2-15,Interior(1)34-2-15 to 39-11-0 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 59 lb uplift at joint 1,73 lb uplift at joint 10 and 202 lb uplift at joint 14. 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MlI-7473 rev.10/032015 BEFORE USE. Design valid for use only with MileknS connectors.This design is based only upon parameters shown,and Is Ice an kd9vklual bending component.not a tnss system.Before use,the building designer must verify the applicability of design para meters 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 crxi permanent bracing 11111 MiTek' Is always required for stability and to prevent collapse with possible personal inlay and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication,storage.delivery,erection and bracing of trusses and tr ss systems,seeANSI/IP11 Quality Criteria,DSB-89 and SCSI Building Component Safety Information available from truss Plate Institute.218 N.lee Street.SuIte 312.Alexandria,VA 22314. Tanya.FL 33610 Job I Truss I Truss Type Qty !Ply Greenwood T9068742 1052370 1749 I 1 1 GABLE I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:04:24 2016 Page 1 I DJAPSN5HZ49dc6e9rb3YU N4yZ8aa-VpgVuW oi3AVxDIIk5KGC5?LzTwd?Bt8aX70Ecayws15 2-5-8 7.10.4 13-3.016-7.8 19.9.1219 I - 1-8 26-8-0 I 33.2.15 30-11.0 I 2-5-8 I 5-4-12 f -_. 5-4-12 3.4.8 3.2.3 0-1-12 6.8.8 6.6-15 t 6.8.1 —.—H Scale=1:72.7 5x6= 4.00',126x6 11 5x6 g7 9 11 13 15 5x6 C 6x6 I) At7x10 i �at��—"4.1141 � '� 3 ail! 48` rn 41 ti 38 Illa37 19 1 1 d 5x8- limr-��• ..yrs 'R I�10 2E 27 26 29 24 25 23 22 21 20 _ 3x6 3x8- 3x6= 4x5= 4x5= 4x10= 3x4 I 4x10= 3x6 it 2-5-8 , 7-10-4 13-3-0 _ 16-7-8 19-9-12 26-8-0 33-2-15 39-11-0 F 2-5-8 ' 5-4-12 j 5-4-12 I 3-4-8 3-2-3 } 6-10-4 1 6-6-15 6-8-1 Plate Offsets(X,Y_)-- [3:0-4-4,Edge],[5:0-3-8,Edge],[10:0-5.0,0-2-8],[11:0-3.0,0-2-41[16:0.1-0,Edge],[19:0-3-2,Edge],[19:0-0-0,0-1-13],[25:0-3-4,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (1oc) I/dell Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 j TC 0.76 Vert(LL) -0.19 2-28 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.47 2-28 >507 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.87 Horz(TL) 0.11 23 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:230 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except` TOP CHORD Structural wood sheathing directly applied or 5-1-1 oc puffins. 1-3:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-9-15 oc bracing. BOT CHORD 2x4 SP No.2`Except' WEBS 1 Row at midpt 10-23 • 2-29,24-30:2x4 SP No.3 JOINTS 1 Brace at Jt(s):10 WEBS 2x4 SP No.3`Except` 10-23:2x6 SP No.2 OTHERS 2x4 SP No.3 WEDGE Right:2x4 SP No.3 REACTIONS. (lb/size) 1=444/0-5-8,19=457/0-5-8,23=2350/0-3-8 Max Horz 1=77(LC 11) Max Uplift 1=-50(LC 12),19.54(LC 12),23=-279(LC 12) Max Gray 1=479(LC 21),19=566(LC 22),23=2350(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2.3=-800/111,3-4=-34/318,4-5=-2/280,5-6=-577/298,6-8=-577/298,8-10=-577/298, 10-12=-660/326,12-14=-660/326,14-16=-660/326,16-17=-117/496,17-18=-198/532, 18-19=-1023/162,5-7=-264/916,7-9=-244/921,9-11=-227/925,11-13=-234/924, 13-15=-253/919,15-16=-280/915 BOT CHORD 2-28=-62/762,27-28=-57/769,25-27=-1314/258,22-23=-1059/206,20-22=-97/929, 19-20=-97/929 WEBS 3-27=-990/197,10-27=-139/1235,18-22=-894/198,18-20=0/273,10-11=-713/236, 23-25=-2223/488,10-25=-2177/515,10-22=-133/1062 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=5.0pst;h=25ft;B=451t L=40ft;eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.0-0 to 3-11-14,Interior(1)3-11-14 to 19-11-8,Exterior(2) 13-3-0 to 25-6-3,Interior(1)26-8-0 to 39-11-0 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)Provide adequate drainage to prevent water ponding. 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 50 lb uplift at joint 1,54 lb uplift at joint 1$$and 2nl�uplift at ioint 23. ¶.onrhuea M 15a0.4`z o WARNING•Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. mll Design valid for use only with MIleke connectors.this design Is based only upon parameters shown.<nd Is for an Individual building component,not buildinga truss system.Before use,the designer must verity the a pilcabiparameters properly of design peters and incorporate this design Into the overall bi ding design. Bracing indicated Is to prevent buckling 01 fndNklual truss web and/or chord members only. Additional temporary and permanent txacktg I Wel(' k•Is always required la stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component Safety Information avdtable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job I Truss Truss Type I Qty Ply Greenwood T9068742 10523T0 T49 'GABLE 1 1 • Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MITek Industries,Inc. Mon Jul 18 10:04:24 2016 Page 2 I D:1APSN5HZ49dc6e9rb3YUN4yZ8aa-VpgV uW oi3AVxDIIk5KGC5?LzTwd?8t8aX70Ecaywsi5 NOTES- 10) OTES10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. • 1 f Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mllek5 connectors.Itis design Is bused only upon p(zametors shown,and Is for an Individual building component.not a truss system.Before use,the betiding designer must verily the applicability of design parameters and properly incorporate this design Into the overall 1Tek bullring design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary anbracing d permanent Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Parke Et Blvd. fabrication,storage.delivery,erection and bracing of trusses and truss systems,seoANSI/TPI I Quality Criteria.DSB-89 and BCSI Building Component 6 69904 04 P,Ft.Easast 0 Safety Information available from truss Plate Institute,218 N.Lee Street.Sulte 312,Nexandrlla VA 22314. __ _� Truss Truss Type Qty I Ply Greenwood Job I T90687431 10523T0 T50 I Common 11 1 1 ' 1I i J Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:04:25 2016 Page 1 I D:IAPSN 5HZ49dc6e9rb3Y U N4yZ8aa-z00u5roKgUdogvKwf2n ReDtAaKw_tL8jmnln80ywsi4 I6-8-9 13-4-1 19-11-8 } 26-6-15 ( 33-2-7 __ 39-11-0 6.8.9 6-7-7 6-7-7 6.7-7 6.7-8 6-8-9 Scale=1:66.7 4.00 I12 5x6= 5 n 4x5% 22 23 4x5 3x6 6 3x6 4 3 7 fNN. `�' 200px4%'2x4�� 8 24 .40r 21 , ....r — �- J ear-- ' ] 14 13 �2 11 10 4x5= 3x6= 4x10= 3x6= 4x5= 4x5= 4x5= 3x8 ,1 3x8 11 9-11-7 19-9-12 19.1f1-8 29-11-9 { 39-11-0 I • 9-11-7 } 9-10-5 0- -12 10.0.1 9-11-7 Plate Offsets(X,Y)-- [1:0-3-2,_Edge],[1:0.0-0,0-1-13],[5:0-3-0,0-2-4],[6:0-0-0,0-0-0],[8:0-0-0,0-0-0],[9:0-0-0,0-1-13],[9:0-3-2,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 IC 0.61 Vert(LL) -0.13 14-17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.37 14-17 >640 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.76 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:204 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-3 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS Web Brace:Length(member) 5-10-1(4-12);5-10-1 (6-12); OTHERS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=543/0-5-8,12=2107/0-3-8,9=543/0-5-8 Max Horz 1=-81(LC 10) Max Uplift 1=-47(LC 12),12=-259(LC 12),9=-47(LC 12) Max Gray 1=613(LC 21),12=2107(LC 1),9=613(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1083/174,2-4=-712/84,4-5=-70/789,5-6=-70/789,6-8=-711/84,8-9=-1083/174 BOT CHORD 1-14=-108/999,12-14=-147/268,10-12=-147/268,9-10=-108/999 WEBS 2-14=-486/191,4-14=-241647,4-12=-941/227,5-12=-822/190,6-12=-941/227, 6-10=-24/647,8-10=-487/191 NOTES- 1)Unbalanced root 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=251t;B=45ft;L=40ft;eave=5tt;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-11-14,Interior(1)3-11-14 to 19-11-8,Exterior(2) 19-11-8 to 23-11-6 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 3x4 MT20 unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 47 lb uplift at joint 1,259 lb uplift at joint 12 and 47 lb uplift at joint 9. WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Me-7473 rev.10/03/2015 BEFORE USE. MII• Design valid for use only with MItekTT connectors.This deslm Is bused only upon parameters shown,and Is for an individual building compxnenl,not a truss system.Before use,the bulking designer roust verify the applicability of design parameters and properly Yoorpofate this design Into the overall m.o. ' I building design. teachg 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 guklcnce regarding the 6904 Parke East Blvd.fab ricatk,n,storage,delivery,erection and bracing of trusses and truss systems.seeANSt/1PI1 Quality Criteria,DSB•89 and BCSI Building Component Safety Information avallatle from Truss Plate Institute.210 N.Lee Street,Suite 312,Alexandria VA22314. Tampa.FL 33610 Job !Truss Truss Type IQty Ply I Greenwood T9068744 10523T0 T51 I Common Girder 1 i 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:04:26 2016 Page 1 ID:IAPSN5HZ49dc6e9rb3YUN4yZ8aa-SCxGIBpybolfS3v6DIJgBQQGTkEZcmAs?RVKgSywsi3 4-0-0 17-5-0 21.5-0 10-8-8 4 0 0 I 4-0-0 •— 6-8-8 — 6-8-8 7x6 I Scale=1:39.1 3 5.00 FlY - 4x5 i 4x5 4 2 .7.. ate 2x4 11 SN 2x4 II 5 1 a w r q c n I:: I j D nn rn n ___ail__ rfl t_lnn AP nn nn 11 12 13 9 14 15 16 8 17 7 18 19 20 110NAILED NAILED 4x5= NAILED NAILED 3x6= 4x5= NAILED NAILED NAILED 6_ 4x5= 4x5 NAILED NAILED 4-0-0 7-2-13 10-8-8 14-2-3 17-5-0 21-5-0 1 4-0-0 f 3-2-13 I 3-5-11 I 3-5-11 I 3-2-13 4-0-0 • Plate Offsets(X,Y)-- [6:0-2-0,-0-22-01,110:0-2-0,0-2-01 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.16 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.36 9-10 >700 180 BCLL 0.0 ' i Rep Stress Incr NO WB 0.84 Horz(TL) 0.06 6 r/a n/a BCDL 10.0 I Code FBC2014/TP12007 Matrix-MS Weight:115 lb FT=2046 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=1490/0-5-8,10=1491/0-5-8 Max Horz 10=100(LC 24) Max Uplift 6=-338(LC 8),10=-338(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1988/476,3-4=-1988/476 BOT CHORD 9-10=-339/1635,7-9=-239/1436,6-7=-339/1635 WEBS 3-7=-137/674,3-9=-137/674,4-7=-101/310,2-9=-101/310,2-10=-1869/393, 4-6=-1869/393 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 8=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);end vertical left and right exposed;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,with BCDL=10.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 338 lb uplift at joint 6 and 338 lb uplift at joint 10. 6)"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. 7)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:1-3=-60,3-5=-60,6-10=-20 Concentrated Loads(Ib) Vert:11=-176(F)12=-134(F)13=-134(F)14=-134(F)16=-134(F)17—134(F)18=-134(F)19=-134(F)20=-176(F) 1 0 WARNING-V4riry deign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO.7473 ray.10/03/2015 BEFORE USE. Design valid for use only with Mileka connectors.INs design Is based only upon parameters shown.and Is for an Indivkfual building component.not a truss system.Before use.the bulking designer must verify the apllicabllty of design parameters and properly Incorporate this design Into the overall 1 la building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent tracing Mulek' Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the 6904 Parke East Blvd. faXrk:atIor storage,delivery.erection and bracing of trusses and taus systems,seeANSI/IPl1 Quality Criteria,DSB-89 and SCSI Building Component Safety Information available from buss Ptak)institute,218 N.Lee Street,Suite 312,Nexdndrka,VA 22314. Tanga,FL 33610 Job Truss I Truss Type Qty Ply I Greenwood 19068745 '1052310 T52 t Common 2 I 1 1I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:04:27 2016 Page 1 ID:fAPSN5HZ49dc6e9rb3YUN4yZ8aa-wOVeW XgaM5tW 4CUInTgvjezay7djLLr0D5EuDvywsi2 5-6-06.2.8 10.8.8___ 15-2-8 115.11-0 21-5.0 5-6-0 10-8.81 4-6-0 4.6-0 0.8.8 5-6-0 6x6- Scale=1:39.0 3 5.00 IT2 12 13 2x4 i1 2x4 II 2 r le 14 11 i 4x5 \\ 1 5 O014 I 0.1111111 lib IP j �R . 6r_ +1 WM. El 15 8 K 9 762x4 1 10 3x6= 2x4 11 4x10= 4x10= 6-2-8 15-2-8I 21-5-0 6-2-8 I 9-0-0 6-2-8 -_ Plate Offsets(X,Y)-- [3:0_3-0,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (roc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.18 7-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.43 7-9 >595 180 BCLL 0.0 * Rep Stress Ina YES WB 0.36 Horz(TL) 0.02 6 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS I I Weight:119 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-6 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. (Ib/size) 10=845/0-5-8,6=845/0-5-8 Max Horz 10_100(LC 10) Max Uplift 10.93(LC 12),6=-93(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1172/209,2-3=-1163/286,3-4=-1163/286,4-5=-1172/209,1-10=-799/184, 5-6=-799/184 BOT CHORD 7-9=-115/769 WEBS 3-7=-80/448,3-9=-80/448,2-9=-359/170,4-7=-359/170,1-9=-116/957,5-7=-117/957 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.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 10-8-8,Exterior(2) 10.8-8 to 13-8-8 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 93 lb uplift at joint 10 and 93 lb uplift at joint 6. 0 WARNING-Vvlry design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE Mu-7473 rev,10/03/2015 BEFORE USE. but Design valid for use only with MITekS connectors.His design is based only upon parameters shown,and Is for an individual budding component.not a truss system.Before use,the building designer must verify the applicability of design pxiarneters and properly Incorporate this design Into the overall bulking design. &acing Indicated Is to prevent buckling of IndMducl 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 teas systems,seeANSI/Wl 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 Job Truss Truss Type Qty 'Ply I Greenwood T9068746' 10523T0 T53 Common Girder 1 i 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:04:27 2016 Page 1 ID1APSN5HZ49dC6e9rb3YUN4g8aa-wOVeW XgaM5tW 4CU InTgvjezVX7buLDOOD5EuDvywsi2 4-3-138-9-5 I 10.8.8 ( 15-11-0 21-5-0 4-3-13 _ f 4-5-9 1-113 5-2-8 5-6-0 5x8_ Scale=1:40.7 4 5x6 5.00 rff 3 10 • i 4x5 l 4x5 5 2 4• d it d 4x6 4x10 6 4 x. _ Y ist 12 11 10 9 8 37 5x10 MT2OHS I: 5x8= 10x12= 5x8= 4x6= 6x6= 3x8 MT2OHS II Special 4-3-13 8.9.5 10.8.8I 15-11-0 i 21-5-0 4-3-13 l 4-5.9 1-11.3 5-2-8 5-6-0 Plate Offsets(X,Y)-- [3:0-2-0,0-2-8],[6:0-2-12,0-2-0],[7_Edge,0.3-8],[12:0-2-8,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lot) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.14 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.35 11-12 >734 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.87 Horz(TL) 0.05 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS i Weight:296 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-9 oc purlins, BOT CHORD 2x6 SP No.1 'Except' except end verticals. 7-9:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3'Except' 4-10,1-12,6-8,3-11:2x4 SP No.2 REACTIONS. (lb/size) 13=5619/0-5-8,7=4144/0-5-8 Max Horz 13=-56(LC 6) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-8268/0,2-3=-10032/0,3-4=-7616/0,4-5=-7687/0,5-6=-6546/0,1-13=-5512/0, 6-7=-4005/0 BOT CHORD 11-12=017582,10-11=0/9204,8-10=0/5983,7-8=0/259 WEBS 4-10=0/5557,5-10=0/1451,5-8=-1455/0,3-10=-5897/0,2-12=-2033/0,1-12=0/7666, 6-8=0/5880,3-11=0/6290,2-11=0/2049 3 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 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 11-3 2x4-2 rows staggered at 0-3-0 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=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=4511 L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 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 20.0psf 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. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)8073 lb down at 8-9.4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-60,4-6=-60,7-13=-20 Concentrated Loads(lb) Vert:11=-8073(B) V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with M cele&connectors.This design Is based only upon pxaameters shown,end Is for cn IndlvkhJot building component,not ' a truss system.Before use,the bulking designer must verify the applicability of design parameters and property Incorporate this design Into the overall briding design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary aid permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal they and property damage. for general guidance regarding the 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSl/1Pt t Quality Criteria,DSB-89 and BCSI Building Component Safely Information available from buss Plate Institute.218 N.lee Street.Suite 312,Alexandrku,VA 22314. Tampa.FL 33610 Job Truss Truss Type IQty Ply Greenwood T9068747' 10523T0 T54 Monopitch 6 1 1 'Job Reference(optional) 1 Building Component Supply, Jacksonville,Fl 32256 8.010 a Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:04:28 2016 Page 1 ID:zoPyy02VXjVv1 seP2uOE2szS72t-Ob30jtrD7P?NhM2VKAL8GrVoTX1 g4rf9Sl_RILywsi 1 i 4-3-8 1 8-7-0 4-3-8 4-3-8 Scale=1:30.2 2x4 II 3 5.00 12 • 7 4x5 2 0001011111.1.000000001111111111111.11.1111111.11111.1 6 1� iii 2x4 ►M 4 5 3x4- 3x4- 8-7-0 II 8-7-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 IC 0.18 I Vert(LL) -0.22 4-5 >451 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.55 4-5 >181 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.14 I Horz(TL) 0.00 4 rt/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:50 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP SS except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=332/Mechanical,5=332/0-5-8 Max Horz 5=130(LC 12) Max Uplift 4=-76(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-4=-260/194,2-5=-264/35 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25th B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.1-12 to 3-1-12,Interior(1)3-1-12 to 8-5-4 zone;end vertical left exposed;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 girders)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 76 lb uplift at joint 4. i ImImis 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrfEK REFERANCE PAGE MII-7473 rev.1003/2015 BEFORE USE. Design valid for use only with MiTo1N connectors.1Ns design k based only upon parameters shown,and Is for on i ndMdud buidlrtg component not , `. a truss system.Before use,the building designer must verity the appllcabllty of design parameters and properly Incorporate this design into the overall hinting design. Bracing Indicated is to prevent bucklksg of Individual truss web and/or chord members only.Additional temporary and permanent tracing MiTek' is always required for stability and to prevent collapse with possible personal inlay and property damage. for general guidance regarding the 6404 Parke East Blvd. fabrication,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/7PI1 Quality Criteria,DSB-89 and BCSI Building Component Safely Information avdiable from truss Plate InsBrtde.218 N.Lee Street.Suite 312,Nexandda.VA 22314. Tampa.FL 33610 Job Truss 'Truss Type 1 Qty 1 Ply 1 Greenwood T90687481 10523T0 T55 Monopitch 1 I 1 Job Reference(optional) Building Component Supply. Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:04:28 2016 Page 1 ID:zoPyy02VXjVv 1 seP2uOE2s2S72t-Ob3OjtrD7P?NhM2V KAL8GrVnjX264gn9S1__RlLywsi 1 4.1.0 8-5-8 8110 4-1-0 — I 4-4-8 0-4-8 Scale:3/8'=1' 2x4 I I 3 5.00;12 al 3x4 G 9 2 N I 3x4 1 4 n imil .. la - r/ 6 5 1 7 _ _4 2x4 II 3x4 3x4 4-1-0l 8-5-8 8:1010 4-1-0 4-4-8 0.4- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.02 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.35 Vert(TL) -0.07 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.19 I Horz(TL) 0.00 4 n/a ria BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:52 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) 7=341/0-5-8,4=320/0-3-8 Max Horz 7=129(LC 12) Max Uplift 4=-68(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-355/32,1-7=-319/74 BOT CHORD 5-6=-135/305 WEBS 2-5=-374/165,1-6=-3/323 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=45ft L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 8-3-12 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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 68 lb uplift at joint 4. o WARNING•Verity design parameters and READ NOTES ON THIS AND INCLUDED M 1411.7473?EK REFERANCE PAGE .7473 rev.10/032015 BEFORE USE M Design valid for use only withilek?�connectors.This design is based only upon txxometers shown.and Is for an Individual b lding component,not - a truss system.Before use,the Whing designer must verity the applicability of design Ixrrvneters arid property krc:orpxxate this design unto tire overall building design. Bracing indicated Is to prevent buckling of Individual truss web drsi/do chord rrrernbers only. Additional temporary and p erTHnent bracing MiTek• Is always required tor stability and to prevent collapse wth possible personal Ir>f zy and property damage. lot general guidance avoiding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI l Quality Criteria,DSB-89 and SCSI Building Component i 6904 Parke East Blvd. Safety Information available from truss Plate institute,218 N.Lee Street,State 312.Alexandria,VA 22314. 1 Tampa.FL 33610 Job Truss Truss Type Qty !Ply Greenwood T9068749, 10523T0 1 756 Monopitch Girder 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:04:29 2016 Page 1 ID:fAPSN5HZ49dc6e9rb3YUN4yZ8aa-SndOxDrrtj7EJ W dhuusNo32xmxPzpK1 JhPj?Hnywsi0 4.0.0 4-0-0 Scale=1:13.9 2 l2x4 II 5.00112- p 111111111111111111111111111111111111111111111111 II 7 3 ,....1111111121 MAIM NAILED 2x4 II 3x4= 4-0-0 4-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdetl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.04 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.31 Vert(TL) -0.05 3-6 >978 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.00 Horz(TL) 0.01 1 Na n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:15 Ib 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 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=190/0.5.8,3=196/Mechanical Max Horz 1=46(LC 8) Max Uplift 1=-62(LC 8),3=-96(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.Opsf;BCDL=5.0psf;h=25tt;B=4511 L=24ft;eave=4ft;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.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 62 lb uplift at joint 1 and 96 lb uplift at joint 3. 6)"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. 7) 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=-78(B) • mew 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekG]connectors.This design is based only or xm pxaameters shown,and Is to an individual building component not a tress system.Before use.the building designer must verity the alp{llcol4l1y of design parameters aril properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Indhldual buss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required ler stability and to prevent collapse with possible personal him and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and Inas systems.seeANSI/1P1l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available tram truss Plate Institute,218 N.Lee Street.Suite 312,Alexandrka,VA 22314. Tampa.FL 33610 Job I Truss Truss Type Qty I Ply Greenwood r T9068750 1052370 T57 i Monopitch 7 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:04:30 2016 Page 1 ID:fAPSN5HZ49dc6e9rb3YUN4yZ8aa-KzBn8ZsTe0F5xgCtSbNcLGb7YLncYnHSv3TYgEywsi? 4-0-0 I 4-0-0 Scale=1:13.9 2 2x4 II 5.00 r12 8 . 1 ',cc 111Pr-idrA II 3 2x4 II 3x4= 4-0-0 4-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.01 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(TL) -0.03 3-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 1 r1/a rt/a BCDL 10.0 Code FBC2014/TPI2007 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 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=154/0.5.8,3=154/Mechanical Max Horz 1=46(LC 12) Max Uplift 1=-5(LC 12),3=-30(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.Opsf;BCDL=5.Opsh h=2511;B=45ft;L=241t;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 3-10-4 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.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 5 lb uplift at joint 1 and 30 lb uplift at joint 3. 1 0 WARNING-Verily design 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 ANTek9 connectors.This design kas based only upon parametersshown,and is for an kxlhAckxd bucompcomanent,no __ mit a truss system.Before use.the building designer must verify the applicability of design parameters and properly'mixt',wife this design into the overall balking design. Bracing Indicated Is to prevent buckling of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing Milia lc' Is always required for stability and to prevent collapse with possible personal Miry and property damage. For general guidance ropoKing the 6904 Pae East Blvd.faAx cation,storage,delivery-erection and bracing of!fusses and tr ss systems,seeANSl/IPI l Quality Criteria,DSB-89 and BCSI Building Component Ta a.6904 Fl33610 Safety Information avcikltle from Truss Plate Institute.218 N.lee Street.Suite 312,Alexandria.VA 22314. n-c 1 Job Truss Truss Type 1 Qty Ply I Greenwood I T9068751 10523T0 158 Monopitch Supported Gable 2 1 ; Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 S Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:04:30 2016 Page 1 ID:fAPSN5HZ49dc6e9rb3YUN4yZ8aa-KzBnBZsTe0F5xgCtSbNcLGb9rLotYnZSv3TYgEywsi? 0-9-10 0-1114 1-10-2 1.11.13 2-7-12 I 0-9-10 0-1-10 0-10-15 0-1-10 0.7-15 Scale=1:14.5 5.00 12 3 • 2x4 1 2x4 11 2 2x4 1 il 11 • , . i I I 6 5 4 2x4 : 2x4 2x4 I • LOADING (psf) SPACING- 2-0-0 I CSI. DEFL- in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 I Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 1 Lumber DOL 1.25 BC 0.07 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.05 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-S Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-12 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) 6=39/2-7-12,4=40/2-7-12,5=110/2-7-12 Max Horz 6=50(LC 12) Max Uplift 4=-10(LC 12),5=-45(LC 12) Max Gray 6=40(LC 18),4=40(LC 1),5=110(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.Opsh BCDL=5.Opsf;h=2511;B=45ft;L=24ft;eave=2ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;end vertical left 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 requires continuous bottom chord bearing. 4)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 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 20.0psf 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. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 10 lb uplift at joint 4 and 45 lb uplift at joint 5. ti Q WARNING-Verify Mn design parameters end READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE -7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek connectors.this design is based only upon parameters shown.and is for cisindividual building component,not . a truss system.Before use.,the briding designer roust verify the applied lily 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 and permanent bracing MiTek' Is always regaled for stability and to prevent collapse with possible personal Inirey and property damage. for general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.soaANSI/TPI t Quality Criteria,05849 and BCSI Building Component 6904 Parke East Blvd. Safety Information makable tram truss Plate Institute,218 N.Lee Street,Suite 312.Nexandrka.VA 22314. Tampa.FL 33610 Job I Truss i Truss Type Qty 1 Ply ! Greenwood T9068752 1052310 V01 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 10:04:31 2016 Page 1 ID:fAPSN5HZ49dc6e9rb3YUN4yZ8aa-oAl9Mvt5PKNyYgn40luruU7KTI9ZHE_c8jC5Mgywsi_ 0-11.1 1,0,7 4.0_145-4-14 + 6-8-14 l 9-9-6 9.10112 10-9-13 0-11.1 OA 3.0.8 1-4-0 1-4-0 3-0-8 0-1.6 0-11-1 Scale=1:16.9 4x5= 3 1 5.00 ,2 liiiti .... idi NI li III 2x4 I I 10 PR 4 2x4 l i 1 2 Ilk 11111 12 9 5 i 8 7 6 2x4 2x4 2x4 i 2x4 II 2x4 0-0,10 4-0-14 6-8-1410-9-13 0.0=10 4-0-5 2-8-0 - 4-0-14 - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 I Vert(TL) n/a - n/a 999 BCLL 0.0 • Rep Stress Ind YES WB 0.04 1 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 I Code FBC2014/TPI2007 Matrix-S I I Weight:30 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 OTHERS 2x4 SP No.3 REACTIONS. All bearings 10-8-10. (Ib)- Max Horz 1=-20(LC 10) 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=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4f1;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)1-7-13 to 4-7-13,Interior(1)4-7-13 to 5-4-14,Exterior(2) 5.4-14 to 8-4-14 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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)1,5,8,6. IIQ WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 9411.7473 rev.10/03/2016 BEFORE USE. Design valid for use only with Mitc-kQ connectors.Pis design Is based only upon parameters shown,and is for an individual bidding component.not a truss system.Before use.the building designer must verify tlx:applicability of design paanreters and properly Incorporate this c lesion Into the overall building design. Bracing Indicated Is to prevent txrcklIng of individual truss web and/or chord members only.Additional ternrxxary(SKI permanent Irocing MiTek Is always regrked tor stability and to prevent collapse with possible personal inlay and property damage. For general guidance regarding the ` fabrication,storage.delivery.erection and tracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Bultding Component 6904 Parke East Blvd. Safety Information makable from inns Plate Institute,218 N.Lee Street Suite 31'2,Alexandra,VA 2'1314. Tampa.FL 33610 Nom Job j Truss I Truss Type I Qty (Ply I Greenwood 790687531 10523T0 V02 Valley 1 I 1 'Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:04:31 2016 Page 1 ID:fAPSN5HZ49dc6e9rb3YUN4yZ8aa-oAl9Mvt5PKNyYgn40l uruU7Km189HE3c8jC5Mgywsi_ 3-4-146-9-13 6.9.13 3 4 14 3-4-14 Scale=1:12.5 1 4x5= 2 5.0012 : 3 1 ...::::::.................X+:•:* *:::...... :•::: ....:•:** ......::•:.....:•:•:•:•:•.:•:•:*.. :•:•.... :•:•.•:•:•: :•:•...................:•:•:•:•:•:•:•:•:•:•:•: : 4 2x4 2x4 I 2x4- 0-%70 6-9-13 0-16-40 -10 6-9-3 LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) n/a - n/a 999 1 MT20 244/190 TCDL 10.0 I Lumber DOL 1.25 BC 0.07 Vert(TL) n/a - rVa 999 BCLL 0.0 ' 1 Rep Stress Ina YES WB 0.03 Horz(TL) 0.00 3 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 J Matrix-S L Weight:20 lb FT=20°k 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. t OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=105/6-8-10,3=105/6-8-10,4=215/6-8.10 Max Horz 1=-14(LC 10) Max Uplift 1=-19(LC 12),3=-19(LC 12),4=-8(LC 12) FORCES. (Ib)-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=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,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 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)1,3,4. N 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.101)3/2015 BEFORE USE. Igt Design valid for use only with Mitek connectors.this design Is bused only upon parameters shown,and Is for an Individual building component.not a truss systern.Before use,the txAdflng designer must verify the applicability of design parameters and property incorporate 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 tracing Mifek" Is always reguked for stability and to prevent collapse with possible personal Inlay and property damage. For general gu kiance regarding the e EastBlvd. a fabrication.storage,delivery,erection and bracing of trusses aid truss systems,seoANS1/IPI t Qualy 6904 ParkCriteria.DSB-89 and BCSI Building Component 6904 P.rk E Safety Information vdkible from-truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. - l Job Truss Truss Type Oly Ply 'Greenwood i T9068754 10523T0 1V03 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:04:32 2016 Page 1 I DaAPSN5HZ49dc6e9rb3YUN4yZeaa-GMJXZFujAeVoA_MGZ004ohgW Z8V20hHINMyet6ywshz 8.0-12 _ 16-1-8 I— 8-0.12 8-0-12 Scale=1:28.6 5x8= • 7 12 l 5.00112 6 ` 8 5 r 9 29 28 10 4 I 30 3 27 I y 11 r 12 2 13 •el r I— . I LIrn - - - - ' - -- - . 26 25 24 23 22 21 20 19 18 17 16 15 14 16-1-8 I 16-1-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a - rVa 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) n/a - rVa 999 BCLL 0.0 • Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 14 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:103 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 16-1-8. (Ib)- Max Horz 26=-42(LC 10) Max Uplift All uplift 100 lb or less at joint(s)26,14,21,22,23,24,25,19,18,17,16,15 Max Gray All reactions 250 lb or less at joint(s)26,14,20,21,22,23,24,25,19,18,17,16,15 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;Vuit=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=2411;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1.12 to 8-0-12,Exterior(2) 8-0-12 to 11-0-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Bearing at joint(s)26,14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)26,14,21,22,23, 24,25,19,18,17,16,15. r, Q WARNING..Verify design parameters and READ NOTES ON THIS AND INCLUDED MMn- o TEK REFERANCE PAGE 7473 rev.10103/2015 BEFORE USE. Design valid for use only with Mparameparametersllek9 connectors.this design Is based only upon parameters shown.arid Is for On ksdd ly ual Wilding cexrrt xrlent.not i a truss system.Before use,the building designer must verify tIre applicability of design parcinefers arid properly incorporate this design kite the ovoid! MiTek' ' building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional ternixrary and permanent timing oils ways required for stability and to prevent collapse with possible personal Inaay and properly damage. For general guddasce regarding the East Blvd.storage,delivery,erection and brcx:Ntg of trusses and truss systems,seeANSI/1PI1 Quality 6904 Parke Criteria,DSB-89 and BCSI Building Component Tampa,F 33610 Safety Information available from truss Mate Institute.218 N.lee Street,Suite 317,Alexandrkn VA 22314. FL -------a s` -- - i Job 1 Truss Truss Type Qty I Ply Greenwood 790687551 1052370 VO4 Valley 1 1 j Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Jul 18 10:04:33 2016 Page 1 I D:IAPSN5HZ49dc6e9rb3YU N4yZ8aa-kYsvmbu Lxxefo7xS7jxJzvDeuYp1170uc0hBPZywshy 8-0-12 16.1-8 I 8-0-12 8-0-12 Scale=1:26.7 5x8= 3 5.0012 ' 13 12 4 2 14 11 iH1 — rn L or N N r— _ 7 ?J. •;......................:•;,•;�i i•i;;,x,i x x.7,•;•i;i i;•:•i;•;•;;; i:•;•:;•i;.. :•;•;9;•i; : i•i•;•xni i i i.•;•;•i;•i ;i;9,x,,,,;•;•i; :•;iii;;:•:9;;9;•;;i;;i:cn.i; •:•: ;,; 10 9 8 7 6 16-1-8 16.1-8 LOADING (psf) SPACING- 2-0-0 CSI. 1 DEFL. in (lac) (/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) n/a - ria 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incl YES WB 0.07 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:65 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 16-1-8. (Ib)- Max Horz 10=-42(LC 10) Max Uplift All uplift 100 lb or less at joint(s)10,6,9,7 Max Gray All reactions 250 lb or less at joint(s)10,6 except 8=253(LC 1),9=364(LC 21),7=364(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-9=-277/138,4-7=-277/138 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=4511;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 8-0-12,Exterior(2) 8-0-12 to 11-0-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 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. 7)Bearing at joint(s)10,6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10,6,9,7. • 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10103/2015 BEFORE USE. MIII 1 Design valid for use only with/Metal)connectors.this design Is based only upon parameters shown,and Is for an Indlvktual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly rrc rporate this design pito the overall Mil_ bs.Cang design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Aakltkrvl temporary and permanent tracing NW( Is always requited for stablity and to prevent collapse with possible personal injury and properly damage. fax general guidance regarding the 6904 Parke East Blvd. 1 i ttr{cation,storage,delivery.erection and bracing of tosses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and BCSI Building Component ---- Safely Information available horn Buss Plate Institute,218 N.lee Sheet,Suite 312,Alexandria VA 22314. 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