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1793 ATLANTIC BEACH DR - TRUSS 'Ti ,eS2!;::?!S:2 , ,UILDING COMPONENT SUPPLY, INC. (7„ O4627 JP HALL BLVD. SUITE 208 -v GREEN COVE SPRINGS, FL 32043 0: 904.297.9390 r F: 904.529. 1 406 BEARING HEIGHTS 5.1,0 0 { 1 01- 1 1 /9" j 5.1,00 am` 34-l1 -- -- 7 -- - - ,940.00 I --- 1 20i - 711 FO, FOE .. -.�- - FOZ - -. III b0000 F09 1W .II ' -- i III _. -- -- Ht___ III.4 F- FOE 3-0040 ' III �_ 1 . III �— FOI 3-0040 I'I�« --. -- _._�IL t FOB T„ FOS 09 T1 I FO6 20M — m III — M T ,a �,� FOE a II �I i THIS IS A TRUSS PLACEMENT '-0°4° -0.a F,° ; DIAGRAM ONLY 19 F08 _ F„ " These trusses are designed as � Fos z 00°0 , T„— individual building components to be =iW ,„'", =-0040 "' F,. 1 II s incorporated into the building design at Fob _�°°° _ 3-00-00-FS 1 . W'1' Iz-0Fao the specification of the building F0' _ Fs - I ; I To, 3 designer. See individual design sheets OM FoT 3 II F s - 1 for each truss design identified on the 3-0P40 placement drawing.The building FO] _ � F1fi - 10'CEILING, 1 I 3-004° designer is responsible for temporary 9 P LL P ry — FbT f r 2-00 00 and permanent bracing of the roof n rt and I 1 P 9 FoT _ 1 11 �.bs� floor system and for the overall _ structure.The design of the truss I 9 "7 =-00-00 I I I ; I $ ; $-{ ' 1=.040 support structure including headers, Fol =.moo - I " � „ „ „ r IOS I =O beams,walls, and columns is the O= responsibility of the building designer. FOT 3-0040 —._-- i ry Io„ - 13-00-00 u�I I` ry 11� III o, __ For general guidance regarding F07 ILL II 1 g r �I n wl z bracing,consult"Bracing of Wood °' LL -- Trusses"available from the Truss Plate Institute, 583 D'Onifrio Drive; Madison, I WI 53179. 90=-0, 52-11 00 ATTENTION. 624+-0<_ Refer to truss layout and engineering Products documents that arrive with delivered PIotID Length Product Plies - Net Qty field trusses. FB01 9-00-12 1-3/4"x 16"VERSA-LAM®2.0 3100 SP 2 2 Unless noted otherwise,all beams are Floor Truss Connector List by others. Manuf Product Qty USP MSH422 7 REVISION DATE USP THD46 6 1 CHECKED BY 00/00/1 5 CLIENT TOLL BROTHERS S LIBDIVISION ATLANTIC BEACH HERITAGE MODEL STONEBROOK ELEVATION CLASSIC DRAWN BY LOT # RAS DATE FIRST FLOOR LAYOUT 040 02/29/201 6 S CALE: 3/ 1 611 = 1 loll REF# 9316 37-11-00 •�00-00 _.. --. 31-11-00 . - — II $ 1 $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ knn , ! �$ -r, $ , r $_fri n 9 n - ' 1'n q- 9 a 9 a 1 I i 4 ,.azo. hf�i „' �j 9 g 1 $$rte _- I I K \e I_ I, - Ii °,tl , $ .M ` Tm 2-00-00 1 zoml in — o in 11 -`- T1 2-0040 11 _ T39 9 CEILING - 1 $! �� g —I in _ ' II 37 a I I T 240-00 2-000 I ^i I 2-00 oa o T 2-0000 III Voz � z 40 n T12 $ � a� Tr �: a —•w, _ 140 . 1, 4 .1149 -00U0 3-0000 111108 QIII 41 30 729 `9 CEILING 2 -00 , 2-0040 i II 1" I 7 9 E.1321 E✓3z1' 1— IA II A 1 A A 'A , n c r , tr, 1 — I I 8 $ p3 QT Ltd i $ I $ •—$ Y l 9—�—q-- 9�� 9 9 I I 4."f� 9 $ q ea 31-11-00 ry _." ry r. l 34040 37.,,-00 rnoof Truss Connector List Manuf Product Qty USP SKH26L 1 USP JUS24 3 USP THD26 2 USP THD28 3 SECOND FLOOR LAYOUT SCALE: 3/ 1 611 = 1 1011 _.,,cl ,., BCS BUILDING COMPONENT SUPPLY, INC, 4627 JP HALL BLVD. SUITE 208 GREEN COVE SPRINGS, FL 32043 0: 904.297.9390 F: 904.529. 1 406 BEARING HEIGHTS 5611-00 1 1 01- 1 1 /13" 300-00{ ---------------3411-00--_ ---,300 __ + .---- 00 ZOI - 711 fl n'1 1,71 For FOE 22 J �_ ----7141 � Y _ I _ __ LpA 1.1006 I �/�2? I ' 2 _ '2 2-0060 F09 7 F03 0 Ii. F09 1 r" T10 III _--- — I— 1, 1 -TOi---"3-00-00 F09 t 711 „- ”------- -- 5 F06 2-0600 -- — f09 '1 711 t'Il 6 F66 20000 F09 :- 711 4 1 l. 2 FOB ! Ira ._-- __ F10 --' Tlt ''II' L'''"'' u. THIS IS A TRUSS PLACEMENT � FOE 2 , . 1 06 F10 " i� DIAGRAM ONLY.7 ow '�i Foa -- -- mw.; E1 j 1 48 Fu T1 J = 2 tl 7,7.„ a III These trusses are designed as FOfi 3-0P00 F' ___ „ individual building components to be -0600 - 1 F11 „ � ,r _ 2-0000 f,4 s' incorporated into the building design at w w w � I __ —F88- 2-0000 2 F,6 -� a. w� W,, ` 12-0b00 the specification of the building F9] __ 6, designer.See individual design sheets 2 FU] 2... _ _ _ F 6 for each truss design identified on the 2-000 . F'° 2 placement drawing.The building FO] —""-'� 0B1�a 10'CEILING EJO6 `I I I I 2 2CO. designer is responsible for temporary 2 T '” - EXb 1 and permanent bracing of the roof and 20000 .- F16 FO] 1 l � s floor system and for the overall structure.The design of the truss F. 2-00-00 '1 s a 2 `oo support structure including headers, ' ; $ ; ; ; ; ; ; ' -; .-;- is the F� 2 beams,walls,and columns s F9] _- h - -- responsibility of the building designer. 2-0000 LL ;, e„ i%ry a '.S '� Q ,�; 2-0?°° For general guidance regarding 1:1 1 F07 1 - w__ Im a w� bracing,consult"Bracing of Wood Fo, a �� Trusses"available from the Truss Plate Institute, 583 D'Onifrio Drive; Madison, WI 53179. 9-02M _-_-.-- 6>-11 9 - ATTENTION. .01 04 Refer to truss layout and engineering t Products documents that arrive with delivered PIotID Length Product Plies Net Qty field trusses. FB01 9-00-12 1-3/4"n 16"VERSA-LAM®2.0 3100 SP 2 2 Unless noted otherwise,all beams are Floor Truss Connector List, by others. Manuf Product Qty i REVISION DATE USP MSH422 7 USP THD46 6 CHECKED BY 00/00/1 5 TOLL CLIENT BROTHERS SUBDIVISION ATLANTIC BEACH HERITAGE MODEL STONEBROOK ELEVATION CLASSIC DRAWN BY LOT # RAE DATE FIRST FLOOR LAYOUT 040 02/29/201 6 S CALE: 3/ 1 6" = 1 1011 REF# 9316 32-11-00 3-0000 341100. Ir$ $ $ $ $ $ $ $ $ II Q4 III 4 $, 4 q f N I Iw- 6 d .f .�. - $I 1mo. = �' I I1_ r 2-0000 III_T gg g Ig yyy y µEJ32 S 'i H ?'% W S is R III 2-00001 III 2 1 1 I I. { 1 _A 9 20000�' III 4 o Tw 200-00 F1 13 _- ;. — ,139 i_ 2-0003 III 9'CEILING 2-0300 �}, M I� Ose ` $ S III T $`. 'Im / rI _ III �'�" / Tae z-00-0o. $ * ` in :.0000. �I _°- 2-00-00 l -- "a -T ni 13fi 2-00-00 I 01 T :0000 ul 100-12 I< ce_ 1 r34 _11 o 1-02-0. II Jrv' $ �- __�I � n �� W % T31 �i.odh�o — _ _ - •-�� 131 .200. W 131 1.1 W1 11 li _ 1-1108 .a caw 11 11-08 1 :?-.. – I 2 CO 00 . R.� $ Rb N CEILING 2-00-00 k I.. !. [1,,_ R2 _ – 2-0000 fi R 1 J I 1 II E3 11 1 4 . I.,4i e I I.. -t F ° W III L ! III $-1-4 � g I.9 14 9 1 1 ! r , q 9 q -00001 _ _ 31.11-00 1300-00 .— 32-11-00 Roof Truss Connector List: Manuf Product Qty USP SKH26L 1 JUS24 3 USP THD26 2 L USP THD28 3 SECOND FLOOR LAYOUT SCALE: 3/ 1 611 = 1 '0" . . BCS BUILDING COMPONENT SUPPLY, INC. 4627 JP HALL BLVD. SUITE 208 GREEN COVE SPRINGS, FL 32043 0: 904.297.9390 F: 904.529. 1 406 BEARING 56-11 I 1 01- 1 1 /811 3 00 00 i 34-11-00 1300.00 2 01 - 711 F01 FOB _-- C 110.04 I _ _ �I__ II $ 2-0-00 F09 109 1 _ - -_-- _ Iii iii 3\ Fo3 2-0000_ -_I F09 . , 10- .._ 2-00-00 -- _ F09 711 ill II 15 F _ I ._ __-- F09 Ttl IF I- T�u IIIIr 8 �- 24000 -_ '.' F09 711 :11 12 ♦ -- tv +'�rwtn II F08 2m00 I F10 711 THIS IS A TRUSS PLACEMENT FOfi 2 Jl;„„, 1-01°' no _ 1 Ttt III DIAGRAM ONLY. _ 10200--F13 ' �� ' „'� 2 m F„ �1 T11 These trusses are designed as 2-0D00 ,1 w F„ individual building components to be mweti 2-0000 F,,l I: — s' incorporated into the building design at w w ' 1 FOB - -1=-sa � FB 2 W , 2. F15 1 3 �- L.J., . 4,-. 2-0600 m� the specification of the building 2 F75 ro, 2 designer.See individual design sheets FBI I — —_ _1-0Q00 ; for each truss design identified on the 2. 12-0600 1 J placement drawing.The building lei �, 2A00 , �II _ �i 1 110'CEILING f`ibe-'"--- 1 azz FIB 2c000 designer is responsible for temporary F07 2 -_ .0.. and permanent bracing of the roof and — floor s stem and for the overall F91 2mm i'.. I 111 t.ros �''' II d y structure.The design of the truss `- I X11 9 FO] EJO6 2-0600 2L600 i support structure including headers, ' PP 9 I _ ! F92 I " - t beams,walls, n 1 I " a a s and columns is the 2-0400 I " l�l �� " " II 1 " I - --T 1! responsibility of the building designer.II 2-0000 iF 1µ '" 'V '_ F 11R 1- 'g lg --T°' 2 '9 For general guidance regarding I , __ °- -4i , w, _ 12 40 bracing,consult"Bracing of Wood F01 -` �I�I - - Trusses"available from the Truss Plate Institute, 583 D'Onifrio Drive; Madison, I WI 53179. 90201 '1 - - - 03-11. ------- ATTENTION. 63-0101 Refer to truss layout and engineering Products documents that arrive with delivered PIot1D Length Product Plies Net Qty field trusses. FB01 9-00-12 1-3/41x16"VERSA-LAM®2.0 3100 SP 2 2 Unless noted otherwise,all beams are 'Floor Truss Connector List by others. Manuf Product Qty REVISION DATE USP MSH422 7 1 USP THD46 6 CHECKED BY 00/00/1 5 CLIENT TOLL BROTHERS SUBDIVISION ATLANTIC BEACH HERITAGE MODEL STONEBROOK ELEVATION CLASSIC DRAWN BY LOT # RAS DATE FIRST FLOOR LAYOUT 040 02/29/2016 SCALE: 3/ 1 611 = 11011 REF# 9316 _. _. _ 3)11-00 - - _ _ 03.001 3411-00 l ii I 1 I 1 - w �Y�OTC09' M N tl , 1-02-011 it T r I $Qi g I. fy 8¢i 2.0.0 Ii $I t�l`'. I a I II lry XI I III T 3 zoom III W > I, III I i II in L A _ 2-04001 III I // T39 9'CEILING 2 00 53� t II =.-.. .-4:‘rxdu Tae _ _ ryp ^� ^I III. �'� li 1-0000 III T n // 2-0000 - -�II-aN* - 731 1-00-00 .�� — - 1 j 01 T.Lii 1 H TN -7I 1-0000'' 111 Ty5 _ 200001 III W1_ —I ,-0W-12 ` -� 1!11-01 17 4 T. 2-00000 yq w1 . 2 090 T31 4 11 11-08 .yQp 00 3-Wm 1t-11-09 - 4I' T30 H T29 - - - III l I I 70 e 0 7 CEILING 1-0000 ,_ rl T2] _— II I 1 � 1 - l 933 ° � wA , c w 1 I w t 1 1 t �� 41r1 qty ;--; , ; ; . n ; n III I I I —_ .,1-00 1 30000 3]-11-00 - -y [Roof Truss Connector List j M Product Qty 1 USP anuf SKH26L USP JUS24 3 1 USP THD26 2 1 USP THD28 3 1 SECOND FLOOR LAYOUT SCALE: 3/ 1 6° = 11011 lam lois Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek RE: 9316T0 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa,FL 33610-4115 Customer Info: Toll Brothers Project Name: Model: Stone Brook Lot/Block: 040 Subdivision: na Address: na City: Atlantic Bch State: fl Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: Pontigo License#: 53311 Address: 420 Osceola Ave City: Jacksonville 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 81 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 L1 T8143052 EJ02 3/1/016. 18 T8143069 F11 13/1/016__: 12 T8143053 EJ06 3/1/016 19 118143070 1 F12 1 3/1/016 3 T8143054 EJ12 3/1/016 20 118143071 1F13 1 3/1/016 14 T8143055 EJ22 3/1/016 21 118143072 1 F 14 3/1/016 15 1T8143056 EJ32 3/1/016 22 118143073 F15 1 3/1/016 6 1T8143057 EJ33 3/1/016 23 118143074 1 F16 1 3/1/016 17 178143058 EJ36 3/1/016 24 118143075 1 F17 1 3/1/016 L 8 118143059 F01 3/1/016 125 118143076 1 F 18 1.3/1/016 9 1 18143060 1 F02 3/1/016 126 1118143077 1F19 1 3/1/016 110 118143061 I F03 3/1/016 127 1T8143078 FG01 1 3/1/016 111 118143062 1 F04 3/1/016 128 118143079 1 HJO2 1 3/1/016 112 1 18143063 1 F05 3/1/016 129 118143080 HJ12 1 3/1/016 113 1T8143064 LF06 13/1/016130 118143081 HJ22 _1 3/1/016 14 118143065 1 F07 3/1/016 131 1 18143082 1 HJ32 1 3/1/016 L15 178143066 LF08 13/1/016 132 _11-8143083 1 HJ33 13/1/016 16 T8143067 1F09 1 3/1/016 133 118143084 1J41 1 3/1/016 17 T8143068 1 F10 1 3/1/016 134 1 T8143085 1J42 1 3/1/016 The truss drawing(s)referenced above have been prepared by MiTek ,,``�� Industries, Inc.under my direct supervision based on the parameters `�``"vi,.J.• rr l,, provided by Building Component Supply. ��`Q`Z,.��G E NSA..1.,y'�,, Truss Design Engineer's Name: ORegan, Philip 58126 My license renewal date for the state of Florida is February 28, 2017. : *' * IMPORTANT NOTE:Truss Engineer's responsibility is solely for �' 9 p Y Y .,9�; STATE OF :�� design of individual trusses based upon design parameters shown ;0,�., ,,. P ;4i on referenced truss drawings. Parameters have not been verified %,_<(•,;•• o R 1�.••' as appropriate for any use. Any location identification specified is '��SfONALEc.�`.• for file reference only and has not been used in preparing design. --iiii„„�r•-% Suitability of truss designs for any particular building is the Philip J.o'Repan PE No.58126 responsibility of the building designer, not the Truss Engineer, 6904Pa A,Inc.FLC Tampa FL 33610 per ANSIITPI-1, Chapter 2. Date: March 1,2016 ORegan, Philip 1 of 2 RE: 9316T0 - Site Information: Customer Info: Toll Brothers Project Name: Model: Stone Brook Lot/Block: 040 Subdivision: na Address: na City: Atlantic Bch State: fI No. Seal# Truss Name Date No. j Seal# Truss Name I Date 35 1 T8143086 J43 3/1/016 78 T8143129 ,T41 3/1/016 136 1T8143087 J44 J 3/1/016 179 118143130 1142 1 3/1/016 137 118143088 LT01_ 1 3/1/016 80 118143131 1V01 1 3/1/016_1 138 1T8143089 1 102 3/1/016 181 118143132 1V02 1 3/1/016 [39 118143090 j 103 L3/1/016 J 40 1T8143091 104 3/1/016 41 1T8143092 105 3/1/016 42 1T8143093 [106 1 3/1/016 43 1T8143094 107 1 3/1/016 1 L44 118143095 T08 13/1/01.6_ 45 1T8143096 109 3/1/016 46 1T8143097 T10 1 3/1/016 1 47 1T8143098 T11 1 3/1/016 48 1T8143099 l T12 3/1/016 149 118143100 T13 1 3/1/016 150 118143101 T14 1 3/1/016 51 118143102 1115 1 3/1/016 [52 /18143103 T16 1 3/1/016 53 ]18143104 1 117 1 3/1/016 1_54 =18143105. 1118 13/1/016__f 155 118143106 1119 1 3/1/016 56 1T8143107 T20 3/1/016 57 1 18143108 T20A 3/1/016 58 118143109 1 121 3/1/016 I 1_59_ 1T8143110 _LT22 13/1/016_L 160 118143111 T23 1 3/1/016 f 161 118143112 1T24 3/1/016 62 118143113 1125 3/1/016 163 1 18143114 1 126 3/1/016 164 ![18143115 1127 3/1/016 I 65 118143116 1128 1 3/1/016 1_66_ !,T8143117 1 129 1 3/1/016 67 -118143118 1T30 1 3/1/016 168 1 18143119 1 131 1 3/1/016 169 118143120 1132 13/1/016 70 118143121 1133 1 3/1/016 1 171 18143122 1T34 3/1/016 172 118143123 1135 1 3/1/016 173 LT8143124 1T36 ,_3/1/016 174 T8143125 1137 1 3/1/016 175 118143126 1138 1 3/1/016 1 176 118143127 1139 1 3/1/016 177 1T8143128 T40 1 3/1/016 I 2 of 2 Job Truss ITruss Type Qty Ply T8143052' 9316T0 EJ02 Jack-Open ,4 I 1 I I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:25 2016 Page 1 I D:p75d N hP W c?NSesL?bAw2 FBziaf4-GrwBVF8212zCCE DVZKS2pnCYRRVN BlpXalYY7zzfKtG 2-0-0 2-0-0 Scale=1:10.4 5.00(12 3 3x4 � r 2 �_� II 1 :; d ' — i r��i ■ ■ 3x5 j 4 2-0-0 2-0-0 Plate Offsets(X,Y)-- [1:0-1-12,0-1-13] LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 i BC 0.04 Vert(TL) -0.00 7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a I BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:9 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. SLIDER Left 2x4 SP No.3 1-6-0 MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS. (lb/size) 1=80/0-5-8,3=53/Mechanical,4=27/Mechanical Max Horz 1=24(LC 12) Max Uplift 3=-19(LC 12) Max Gray 1=80(LC 1),3=53(LC 1),4=33(LC 3) FORCES. (lb)-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=5.0psf;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 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)will*This between the been designed for r a live other of members.2 n the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,,,,`�Q11l i i l•//,,, 4)Refer to girder(s)for truss to truss connections. * •\... FQ 10 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. • " ',•• C E N, •••IA_0� 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. •• V •••. No 5812. ' /,./1.-J0... , /0/ :'' :Ili ,'',/--it/limits- Philip ,' P _�`V`,V`s' J.O'Regan PE No.58126 MITek USA,Inc.FL Celt 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev,10/03/2015 BEFORE USE. f Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is tor 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 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,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 JPly T8143053 9316T0 EJ06 .Jack-Open 5 1 I I i Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:26 2016 Page 1 ID:p75dNhPWc?NSesL?bAw2FBziaf4-kt Ua6b8gW M53gOo571 zHL?kcxg9zwC3gpPl6fQzfKtF 6-0-0 6-0-0 Scale=1:18.6 t,7 >oo: 3 . 10 I N � � N (7 1 `" i 1 000 1 r (/, 4 ,,..., 3x6 11 6-0-0 6-0-0 Plate Offsets(X,Y)-- (1:0-2-12,0-1-13) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.07 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.17 4-7 >417 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.04 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:21 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. SLIDER Left 2x4 SP No.3 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=237/0-5-8,3=158/Mechanical,4=79/Mechanical Max Horz 1=71(LC 12) Max Uplift 1=-7(LC 12),3=-57(LC 12) Max Gray 1=237(LC 1),3=158(LC 1),4=109(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-268/49 NOTES- 1)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=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-11-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,,�11I1I1I1ig�� 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 ,`•4% Q J. 075, ..../., will fit between the bottom chord and any other members. * \\ C ri 4)Refer to girder(s)for truss to truss connections. ,∎•Qs' ••••\c E N S` T t,.. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. F•••. • 6)"Semi rigid pitchbreaks including heels"Member end fixity model was used in the analysts and design of this truss. N O 581 2 r *: 1* - ,/ .:0... . ,i/e/.. / 4 • ..4444/1%' Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 1 MINN 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 Mllck®connectors.This design is based only upon parameters shown,and is for an individual building 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 overall 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 injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSt/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information ow-liable from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 I t Job I Truss I Truss Type l Oty Ply 1 T8143054 9316T0 EJ12 'Jack-Open 12 1 i Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:26 2016 Page 1 ID:p75dNhPWc?NSesL?bAw2FBziaf4-k1 Ua6b8gWM53gOo571zHL?kjvgElwC3gpPl6fQzfKtF 2-0-0 1 2-0-0 Scale=1:9.0 4.001112 2 ii I I I 1 N n O 7 :-.6.1 I, 61 ,l 1 3 3x4— 1_ 4 0-9-12 2-0-0 1 0-9-12 I 1-2-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid 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 0.09 Vert(TL) 0.00 4 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 I Code FBC2014/T PI2007 (Matrix-M) Weight:6 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=39/Mechanical,3=-34/Mechanical,4=154/0-3-8 Max Horz 4=19(LC 12) Max Uplift 2=-17(LC 12),3=-35(LC 20),4=-44(LC 12) Max Gray 2=39(LC 1),3=4(LC 12),4=154(LC 1) FORCES. (lb)-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=101 mph;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;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. `0" �+!!!!�! 4)Refer to girder(s)for truss to truss connections. %■• Q J. o'c ,j 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,4. ��• \\> •...N' �0 '0 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. s••••••2��• i No 5812. *; • r <if \ .. .. P• 2\ •./ ••• • . S Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 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 Milek®connectors.This design Is based only upon parameters shown.and Is for an individual building component not pa` 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 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 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 604 Tampa.Parke East 0 Safety Information available from Truss Plate Institute,2111 N.Lee Street.Suite 312,Alexandria,VA 22314. Job I Truss I Truss Type Qty I Ply T8143055 9316T0 IEJ22 Jack-Open i8 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 S Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:27 2016 Page 1 I D:p75d NhP W c?NSes L?bAw2F Bziaf4-CD 1 yKx9J HfDwSYN I hl U W uC Hug EZ2ffJp 131 fCsztKtE 2-0-0 1 2-0-0 3.00 112 Scale:1.5'=1' 2 , 1 1 ''' �lo 71 11 61 ■ li I i _ 3x4= , 3 I_ 4 0-9-12 2-0-0 I 1 I 0-9-12 1-2-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) 0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(TL) 0.00 4 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a I BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:6 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. MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer , Installation guide. REACTIONS. (lb/size) 2=38/Mechanical,3=-32/Mechanical,4=154/0-3-8 Max Horz 4=16(LC 8) Max Uplift 2=-17(LC 8),3=-34(LC 20),4=-53(LC 8) Max Gray 2=38(LC 1),3=7(LC 8),4=154(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCp1=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 20.0psf 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. ,`�� 0L1111111. 4)Refer to girder(s)for truss to truss connections. ilit 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,4. ```% \yQ........ �Q 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. `c 5' i No 5812. *, .* = :„.# i .. %O.' ,fr°.''Ir ''tr.. :Ili Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/0312015 BEFORE USE. NI Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual 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. 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 guidance regarding the Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 04 P.Parke East 0 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job I Truss Truss Type Qty Ply T8143056 9316T0 EJ32 Jack-Open I3 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:27 2016 Page 1 ID:p75dNhPWc?NSesL?bAw2FBziaf4-CD1 yKx9JHfDWSYNIhI U W uCHu3EahffJp131 fCszfKtE 2-0-0 2-0-0 Scale=1:9.9 2 5.00'12 ,l'.. 1 o a, 1 ' � Il ° Ea I r 1 � / Y 1 3 ii, 3x6 I'. 3x4= 2-0-0 2-0-0 Plate Offsets(X,Y)-- 11:0-0-0,0-1-61,[1:0-1-11,0-4-131 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 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 Incr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) 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 MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 ! be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (lb/size) 2=49/Mechanical,3=31/Mechanical,1=80/0-5-8 Max Horz 1=24(LC 12) Max Uplift 2=-i 7(LC 12),3=-1(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(lb)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;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 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 ```11111 I I l ll/,, will fit between the bottom chord and any other members. ♦,♦� , J. O'q ,� 4)Refer to girder(s)for truss to truss connections. ♦ ‘\,� &' .i 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3. `♦♦Q� .•'\*G•E N,•• '94/!' 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. •• F•••. No 5812. r. *: :* // //r i Q �ce �' O •SS � ,, • iiii —41 111111 �0S a Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 r 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 MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into ttre overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TP11 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 l Ply I T8143057'. 9316T0 EJ33 i HALF HIP II 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:28 2016 Page 1 I D:p75d NhP W c?NSesL?bAw2FBziaf4-gQb KXHAx2zLn3hyU FSOIQQg38ew106ZzGjnDklzfKtD 1-2-10 ,1-4-12 1-2-10 '0-2-2 t Scale=1:8.7 5.00 12 2 1 ci 0 `1 i ;N � oI- d ' ! , /! � C :. I A : 1 W: 3x6 3 II ■IIII 3x4= 1-4-12 1-4-12 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 (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 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/TP12007 (Matrix-M) Weight:6 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-4-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=24/Mechanical,1=55/0-5-8,2=32/Mechanical Max Horz 1=17(LC 12) Max Uplift 3=-2(LC 12),2=-10(LC 12) Max Gray 3=24(LC 3),1=55(LC 1),2=32(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=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;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 `,,0111111.11 will fit between the bottom chord and any other members. ,�,1 t J. 0'/�F i,�� 4)Refer to girder(s)for truss to truss connections. ■ �`� G E N• G,9 �� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. ,��Q S 2 �� 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ; • ft. : No 5812. '1•' Ali X1' A� 0 III Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 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 MITek®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 roust 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 injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. 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 'I Qty Ply 18143058 9316T0 EJ36 Jack-Open I24 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:28 2016 Page 1 I D:p75d N h P W c?N SesL?bAw2 FBzi af4-g Qb KX HAx2zLn3hyU FS0l QQgyeeq E 06ZzGj n DklztKtD 6-0-0 6-0-0 Scale=1:19.2 2 it 5.00 FIF 8 0 9 ',I' m m 7 c (I 1 CI PP 1 , 3 3x4= 3x6 I I 6-0-0 6-0-0 Plate Offsets(X,Y)-- 11:0-0-0,0-1-61,[1:0-1-11,0-4-131 I I LOADING (psf) SPACING- 2-0-0 CSI. ' DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 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 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) ! 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 I MiTek recommends that Stabilizers and required cross bracing I Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. 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. (lb)-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=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 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) will This truss has the been designed herd for a live other of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,`,`,\Q 1111 Iii,, ,' 4)Refer to girder(s)for truss to truss connections. \� 'ii., .G '4 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,1. `44 \X .••�G E N j•' 4/4.,°.•, 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. •• V •••. • • i No 5812. • *: :* //, • . 0*** ..le// . i Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 A WARNING-Verify 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 MITek®connectors.This design is based only upon parameters shown,and is for an individual budding component.not I a truss system.Before use,the building designer roust verify the applicability of design parameters and properly incorporate 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 injury and property damage. For general guidance regarding the fabrication,storage-delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. j Tampa.FL 33610 Job Truss Truss Type Qty Ply 18143059 9316T0 I F01 GABLE 12 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:29 2016 Page 1 I D:p75d Nh PW c?NSesL?bAw2FBziaf4-8c9i IdBZpHTehrXgo9X_zdM Dd2Gh7ZG6V N W mGkzf KtC 0-�8 Scale=1:33.8 3x4= 3x6 FP= 3x4 ;I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 '''''. — 11 :::: ..l IV — V - V ag 4. T "a\ I 1l II �' � v 34 33 32 31 30 29 28 27 26 2524 23 22 21 20 19 18 3x4= 3x4= 3x6 FP= 3x4 I 1-6-12 2-10-12 4-2-12 . 5-6-12 6-10-12 8-2-12 , 9-6-12 110-10-12 1 12-2-12 l 13-6-12 1 14-10-12 I 16-2-12 I 17 -6-12 1 18-10-12 i 20-3 -4 , 1-6-12 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-8 Plate Offsets(X,Y)-- 133:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress'nor YES WB 0.04 Horz(TL) 0.00 18 n/a n/a BCDL 5.0 1 Code FBC2014/TP12007 (Matrix) I Weight:91 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 20-3-4. (Ib)- Max Gray All reactions 250 lb or less at joint(s)34,18,33,32,31,30,29,28,27,26,24,23,22,21,20, 19 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)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. `,,,,,r,11 11 H�,,'' Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. `�N \? �' R� 'Ij � Q1`\\:' GENS. .. 4.° No 5812. •' 1:::.0.. .. .,_,/,,,<,,,■0-v- ...\,--,% 1111"1. A�,%0% Philip J.O'Regan PE No.58126 Mfrek USA,Inc.FL Gert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 0 WARNING-Verify 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 Milck©connectors.This design Is based only upon parameters shown,and Is for an Individual building component.not Nut a truss system.Before use,the building designer roust 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 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 SCSI Building Component 6904 Parke East Bled. Safety Information available from truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job !Truss I Truss Type 1 Oty l Ply T8143060 9316T0 1F02 Floor I.1 1 1 I 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:30 2016 Page 1 I D:p75d NhP W c?NSe5L?bAw2 FBzi at4-coj4yyBBaabVJ?6tMt2 DW rvDI SODssHGk1 GJoBzfKtB 0-1-8 H I 1-3-0 1-11-0 H Scale- 1:33.9 4x6= 4x6= 1.5x3= 4x6= 3x6 FP— 4x6= 3x6= 1 2 3 4 5 6 7 8 9 10 0 c23ON // K31 0 , .... ■ •__..I. NIP:qP IP RIILWN A I I&'NAM Y ►/ E 22 21 20 19 18 17 16 15 14 13 12 11 4x6= 3x8 MT2OHS FP= 1.5x3 I 1,5x3 I i 4x6= 4x6= 3x6= 1.5x3 SP= 4x6= 20-3-8 20-3-8 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[4:0-1-8,Edge],[5:0-1-8,Edge],[10:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL) -0.39 15-16 >613 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(TL) -0.61 15-16 >393 240 MT2OHS 187/143 BCLL 0.0 Rep Stress lncr YES WB 0.69 Horz(TL) 0.09 11 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:105 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat)*Except* TOP CHORD Structural wood sheathing directly applied or 4-6-12 oc purlins, 1-6:2x4 SP No.1(flat) except end verticals. BOT CHORD 2x4 SP No.2(flat)*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 11-19:2x4 SP SS(flet) 2-2-0 oc bracing:18-20. WEBS 2x4 SP No.3(flat)*Except* 10-11:2x4 SP No.2(flat) REACTIONS. (lb/size) 22=1093/0-5-8,11=1086/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-22=-1087/0,10-11=-1079/0,1-2=-1123/0,2-3=-2817/0,3-4=-3910/0,4-5=-4441/0, 5-7=-4448/0,7-8=-3935/0,8-9=-2851/0,9-10=-1171/0 BOT CHORD 20-21=0/2121,18-20=0/3475,17-18=0/4441,16-17=0/4441,15-16=0/4441,14-15=0/4344, 13-14=0/3511,12-13=0/2161 WEBS 10-12=0/1440,9-12=1376/0,9-13=0/960,8-13=-919/0,8-14=0/589,7-14=-569/0, 7-15=-46/354,5-15=-413/328,5-16=-309/116,1-21=0/1450,2-21=-1388/0,2-20=0/968, 3-20=-915/0,3-18=0/664,4-18=-905/0,4-17=-85/340 NOTES- ,fit%t 1J11D'ill�� 1)Unbalanced floor live loads have been considered for this design. \ F • 2)All plates are MT20 plates unless otherwise indicated. Nes••G•E N G'9 '. 3)All plates are 3x4 MT20 unless otherwise indicated. �� Q ••`'.\ S'$'•••4 °` 4)The Fabrication Tolerance at joint 19=11 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. No 5 812• • 1.6)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 c � i / • Philip J.(Megan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 a WARNING-Verily 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 MiTek©connectors.this design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 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 Truss Type 1QtY Ply I T8143061 9316T0 1F03 Floor 1 1 i Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:31 2016 Page 1 I D:p75d N hP W c?NSe5L?bAw2F Bzi af4-5?HTAICpLuj Lw9h3waZS22SOcrnPbl bPyh?tLdzfKtA 0-1-8 H 1-3-0 -7-8 1-7-1 Or 0 Scale=1:36.5 4x6= 4x6= 1.5x3= 4x6= 3x6 FP= 4x6= 3x6= 1 2 3 4 5 6 7 8 9 10 11 o - Bi - y� s: a is i•. c i M. • .71.25 IlikhN.. /A illiWhs 4/ N. .4o/fr Ni, 11 1 N '/X.r.A I&W�� 260 "Mbar. 7A _ *M. C IIM 23 22 21 20 19 18 17 16 15 14 13 4x6= 4x6= 1.5x3 I' 1.5x3 '.', 3x12 M18SHS FP= 4x6= 4x6= 3x6= I 21-10-1 I 21-10-1 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[6:0-1-S,Edge),[7:0-1-8,Edgej,[11:0-1-8,Edge],[13:0-2-12,Edge),[23:0-2-12,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.77 Vert(TL) -0.45 18 >571 360 MT20 244/190 TCDL 10.0 I Lumber DOL 1.00 BC 0.76 Vert(TL) -0.71 18 >366 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.11 12 n/a n/a BCDL 5.0 j Code FBC2014/TPI2007 (Matrix) Weight:114 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat)"Except' TOP CHORD Structural wood sheathing directly applied or 4-7-3 oc purlins, 4-11:2x4 SP No.1(flat) except end verticals. BOT CHORD 2x4 SP SS(flat)*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 12-15:2x4 SP No.1(flat) WEBS 2x4 SP No.3(flat)*Except* 11-12:2x4 SP No.2(flat) REACTIONS. (lb/size) 24=1178/0-6-0,12=1171/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-24=-1172/0,11-12=-1164/0,1-2=-1219/0,2-3=-3088/0,3-5=-4358/0,5-6=-5087/0, 6-7=-5243/0,7-8=-5077/0,8-9=-4387/0,9-10=-3127/0,10-11=-1272/0 BOT CHORD 22-23=0/2302,21-22=0/3850,20-21=0/4837,19-20=0/5243,18-19=0/5243,17-18=0/5243, 16-17=0/4873,14-16=0/3878,13-14=0/2349 WEBS 11-13=0/1565,10-13=-1497/0,10-14=0/1083,9-14=-1044/0,9-16=0/708,8-16=-676/0, 8-17=0/460,7-17=-562/179,1-23=0/1575,2-23=-1506/0,2-22=0/1094,3-22=-1059/0, 3-21=0/706,5-21=-667/0,5-20=0/546,6-20=-669/186,6-19=-248/367 �vo%I11Iil/i/I NOTES- %O J O' 55, 1)Unbalanced floor live loads have been considered for this design. %% \P • f 0, 2)All plates are MT20 plates unless otherwise indicated. .�QV .•'\G•E N S''''-7,t_'. 3)All plates are 3x4 MT20 unless otherwise indicated. , •' �. F''•, 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 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. N O 5812. *• Strongbacks to be attached to walls at their outer ends or restrained by other means. :▪ * : .* ':53• ** /*/// 4 '.1.1J: 4.°''ii1/41:./t9/.11::''''..A..V.:S:2.1'...‘;'‘..t..:\:% . Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 Q WARNING-Verity 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 MITek©connectors.this design is based only upon parameters shown,and is for on individual budding 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. 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,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 I Job j Truss Truss Type I Oty Ply I T8143062 19316T0 F04 I Floor 12 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:31 2016 Page 1 I D:p75d NhP W c?NSesL?bAw2F Bziaf4-5?HTAICpLuj Lw9h3waZS22SOIrjpbHj Pyh?tLdzfKtA 0-1-8 1-3-0 I p-7-81 I 1-9-8 0�0 =1:39.0 5x6= 1.5x3 I I 5x6= 1.5x3= 4x6= 4x6= 3x6 FP= 4x6= 3x6= 1 2 3 4 5 6 7 8 9 10 11 12 - tl, .... -Koli- rz. ,t.,., , a 26 „ JU �� 1 '11411r.11 %7A A h I I 1 L A I IL'713 kJ C 25 24 23 22 21 20 19 18 17 16 15 14 13 4x6= 5x6= 4x6= 3x12 M18SHS FP= 4x6= 1.5x3 !I 4x6= 5x6= 3x6= 1.5x3 SP= 23-3-8 I 23-3-8 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[3:0-1-12,Edge],[7:0-1-8,Edge],[10:0-1-12,Edge],[12:0-1-8,Edge],[16:0-1-12,Edge],[19:0-1-8,Edge],[22:0-1-12,Edge],[25:Edge,0-1-8], [27:0-3-0,0-1-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.83 Vert(LL) -0.55 18-19 >501 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.99 I Vert(TL) -0.86 18-19 >320 240 I M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(TL) 0.14 13 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) I Weight:121 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(tlet)'Except' TOP CHORD Structural wood sheathing directly applied or 4-3-8 oc purlins, 1-9:2x4 SP SS(flat) except end verticals. BOT CHORD 2x4 SP No.1(flat)'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 13-21:2x4 SP SS(flat) 2-2-0 oc bracing:20-22. WEBS 2x4 SP No.3(flat)`Except` 12-13:2x4 SP No.2(flat) REACTIONS. (lb/size) 25=1258/0-5-8,13=1251/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-25=-1252/0,12-13=-1243/0,1-2=-1310/0,2-3=-3344/0,3-4=-4782/0,4-5=-5656/0, 5-6=-5967/0,6-7=-5967/0,7-8=-5671/0,8-10=-4811/0,10-11=-3387/0,11-12=-1367/0 BOT CHORD 23-24=0/2476,22-23=0/4186,20-22=0/5353,19-20=0/5931,18-19=0/5967,17-18=0/5967, 16-17=0/5374,15-16=0/4222,14-15=0/2525 WEBS 12-14=0/1683,11-14=-1611/0,11-15=0/1198,10-15=-1162/0,10-16=0/819,8-16=-784/0, 8-17=0/585,7-17=-724/88,1-24=0/1693,2-24=-1621/0,2-23=0/1208,3-23=-1171/0, 3-22=0/830,4-22=794/0,4-20=0/474,5-20=-531/0,5-19=-399/611,6-19=-369/202 ,`.10111/11/1`,'' NOTES- `� �\,\�.,.......,�G ii 1)Unbalanced floor live loads have been considered for this design. `♦♦ ,• c G E N 14,', 2)All plates are MT20 plates unless otherwise indicated. ♦ ' •• \. S.•.• � 3)All plates are 3x4 MT20 unless otherwise indicated. , .' 4)The Fabrication Tolerance at joint 21 =11% No 5812 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. r. *▪ ;• •:* 6)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. •▪ -p; Job Truss Truss Type !Qty Ply T8143063 I9316T0 I F05 I Floor !1 1 I I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:32 2016 Page 1 I D:p75dNhP W c?NSesL?bAw2FBziaf4-Z BrrNeD R6CrCYJ F FU I4i bG_Z_F7tKkUZBLIQt3zfKt9 0-1-8 1-6-9 0/110 0 H 1 1-3-0—I 1 Scale 1:37.5 4x6= 4x6= 1.5x3= 4x6= 3x6 FP= 4x6= 3x6= 1 2 3 4 5 6 7 8 9 10 11 i �c_sa�-' ra\ Sra o 0 26 :11hiNs..ice Ii` /„ ^I�' ! + -' �q 27 w a fltlL��>rh� • _ �I,�lI1. 25 24 23 22 21 20 19 18 17 16 15 14 13 12 4x6= 4x6= 4x6= 3x12 M18SHS FP= 1.5x3 H 1.5x3 I I 4x6= 4x6= 3x6= 3x12 M18SHS FP= 1-6-0 4-0-0 6-6-0 9-0-0 13-3-9 15-9-9 18-3-9 20-9-9 22-5-1 160 i 2-6-0 2-6-0 260 I 439 2-6-0 2-6-0 2-6-0 1-7-8 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[5:0-1-8,Edgel,[6:0-1-8,Edgel,[11:0-1-8,Edgel,[13:0-2-8,Edge],[24:0-2-8,Edge],[25:Edge,0-1-8] LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.79 Vert(LL) -0.49 18-19 >537 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(TL) -0.77 18-19 >343 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(TL) 0.12 12 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:116 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat)*Except* TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins, 8-11:2x4 SP No.2(flat) except end verticals. BOT CHORD 2x4 SP No.1(flat)*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 15-22:2x4 SP SS(flat) WEBS 2x4 SP No.3(flat)*Except* 11-12:2x4 SP No.2(flat) REACTIONS. (lb/size) 25=1210/0-6-0,12=1203/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-25=-1204/0,11-12=-1196/0,1-2=1256/0,2-3=-3191/0,3-4=-4531/0,4-5=-5301/0, 5-6=-5542/0,6-7=-5313/0,7-9=-4557/0,9-10=-3231/0,10-11=-1310/0 BOT CHORD 23-24=0/2372,21-23=0/3983,20-21=0/5053,19-20=0/5542,18-19=0/5542,17-18=0/5542, 16-17=0/5073,14-16=0/4016,13-14=0/2419 WEBS 11-13=0/1613,1-24=0/1623,10-13=-1543/0,2-24=-1552/0,10-14=0/1128,2-23=0/1138, 9-14=-1092/0,3-23=-1101/0,9-16=0/753,3-21=0/763,7-16=-718/0,4-21=-726/0, 7-17=0/504,4-20=0/511,6-17=-644/151,5-20=-655/140 NOTES- ,,,,,\P 1-t t Ol�tit ,,i 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. �∎N NZ`.••\G E N$'•'- T '•. 3)All plates are 3x4 MT20 unless otherwise indicated. : •• V F•'•, ■ 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 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. No 5812. • ' • Strongbacks to be attached to walls at their outer ends or restrained by other means. r. *: :* -, / i f 61 2-1 1.1:I %" Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII-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 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 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 e Eat Blvd.fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 04 P.Parke Easst 0 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job iTruss Truss Type Qty Ply T8143064 19316T0 F06 i Floor 5 1 I 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:33 2016 Page 1 ID:p75dNhPWc?NSesL?bAw2FBziaf4-1 NPDa_E35Vz3ATgR1?bx7TXhefQJ3DgiQ?U_PWzfKt8 0-1-8 H I 1-3-0 I 1-9-0.—I Scale=1:33.4 4x6= 1.5x3= 4x6= 3x6 FP= 4x6= 4x6= 1 2 3 4 5 6 7 8 9 10 o \ ilk. s: wa w s: .:. si e 0 23 , I AIL ��i�llll�lW O d a • 21 20 19 18 17 16 15 14 13 12 11 4x6= 4x6= 1.5x3 I 1.5x3 I I 3x12 M18SHS FP= 4x6= 4x6= 20-0-0 20-0-0 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[4:0-1-8,Edge),[5:0-1-8,Edge) LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.99 Vert(LL) -0.39 16-17 >613 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.86 Vert(TL) -0.60 16-17 >393 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.09 11 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) 1 Weight:103 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP SS(flat)`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 11-15:2x4 SP No.1(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 22=1080/0-5-8,11=1086/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-22=-1073/0,10-11=-1079/0,1-2=-1108/0,2-3=-2778/0,3-4=-3841/0,4-5=-4347/0, 5-6=-4351/0,6-7=-3850/0,7-9=-2777/0,9-10=-1108/0 BOT CHORD 20-21=0/2094,19-20=0/3425,18-19=0/4347,17-18=0/4347,16-17=0/4347,14-16=0/4252, 13-14=0/3431,12-13=0/2095 WEBS 10-12=0/1475,9-12=-1373/0,9-13=0/949,7-13=-909/0,7-14=0/583,6-14=-559/0, 6-16=-50/341,5-16=-402/321,5-17=-312/123,1-21=0/1431,2-21=-1371/0,2-20=0/952, 3-20=-900/0,3-19=0/633,4-19=-866/0,4-18=-93/343 NOTES- 1)Unbalanced floor live loads have been considered for this design. .0,11111//i 2)All plates are MT20 plates unless otherwise indicated. ,��‘i P ,, 0' III 3)All plates are 3x4 MT20 unless otherwise indicated. \ F I., 4)Refer to girder(s)for truss to truss connections. .: `Z` G E N '9 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �• Q .. 0 S�•'• �i•6)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. N O 5812. 7)CAUTION,Do not erect truss backwards. r. *: * viii-/ - 1111 A11% ,,`` Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 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 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 building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I 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 1Qty Ply 1 T8143065 9316T0 F07 I Floor 9 1 I I 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:33 2016 Page 1 ID:p75dNhPWc?NSe5L?bAw2FBziaf4-1 NPDa_E35Vz3ATgR1?bx7TXjgfPQ3D_iQ?U_PWzfKt8 0-1-8 H t-3-0 _{ P-0-4 0 4(8 ScAfe=1:34.3 4x6= 4x6= 1.5x3= 4x6= 3x6 FP= 4x6 or 1.5x3= 1 2 3 4 5 6 7 8 9 10 23 �\ Id► �a . m MI 24 I. o GGvv I s.._.. ewe i • ■ �� 21 20 19 18 17 16 15 14 13 12 4x6= 4x6= 1.5x3 I I 1.5x3 II 3x12 M18SHS FP= 4x6= 4x6= 20-3-4 i I 20-3-4 Plate Offsets(X,Y)-- (1:Edge,0-1-8],[4:0-1-8,Edge],[5:0-1-8,Edge],[10:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.85 Vert(LL) -0.40 16-17 >608 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(TL) -0.62 16-17 >389 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(TL) 0.09 11 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) 1 Weight:104 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat)*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 8-10:2x4 SP No.2(flat) except end verticals. BOT CHORD 2x4 SP SS(flat)*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 11-15:2x4 SP No.1(flat) 2-2-0 oc bracing:17-18. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 22=1095/0-5-8,11=1095/0-3-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-22=-1088/0,10-11=-1089/0,1-2=-1126/0,2-3=-2825/0,3-4=-3923/0,4-5=-4461/0, 5-6=-4459/0,6-7=-3929/0,7-9=-2824/0,9-10=-1126/0 BOT CHORD 20-21=0/2127,19-20=0/3484,18-19=0/4461,17-18=0/4461,16-17=0/4461,14-16=0/4347, 13-14=0/3494,12-13=0/2125 WEBS 10-12=0/1454,9-12=-1389/0,9-13=0/972,7-13=-932/0,7-14=0/605,6-14=-582/0, 6-16=-36/366,5-16=-429/323,5-17=-309/118,1-21=0/1454,2-21=-1393/0,2-20=0/971, 3-20=-917/0,3-19=0/670,4-19=-920/0,4-18=-86/342 NOTES- ,,,,,1%11111!ii. 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. ∎eN‘‘‘ \? `� OAF ��i 3)All plates are 3x4 MT20 unless otherwise indicated. �� 1�• 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. Q .••�,� S .�4, .#i 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 wails at their outer ends or restrained by other means. N No 5 81 2 • .. *: :* .''','slit 11 A,l",,` Philip J.O'Regan PE No.58126 MtTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 0 WARNING-Verity 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 Milek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not iili, 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 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/TP11 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 T8143066 9316T0 F08 GABLE i 1 1 i Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:34 2016 Page 1 I D:p75d NhP W c?NSesL?bAw2FBziaf4-VayboKFidpSwncPebj 7Agh44M3zsogVretEXxyzfKt7 Ou8 Scale:1/2'=1' 3x4 II 3x4= 1 2 3 4 5 6 7 8 9 10 11 12 - 'A y�A _ ri _ PI , O5 millt 0 v I . ■ .- Nom - - ■ - - - - !1 I. _ IM�M �- 1--Y 1_ Y _ Yl-- ❖:❖:•:•:•::❖:•:•:❖:•:•:•:❖:•.::❖.•:'❖:•:•:❖:•:•:•:❖:•:•:•:❖:•:❖.❖.•.•.•.•:❖:•:•:❖:•:❖:•:':•:•:❖:..........................................:•::;:❖:•:❖:•:•:•:❖:':':•:•:•:':'::' 24 23 22 21 20 19 18 17 16 15 14 13 3x4= 3x4= 3x4 !!. 1-6-12 2-10-12 4-2-12 i 5-6-12 I 6-10-12 i 8-2-12 9-6-12 I 10-10-12 12-2-12 13-6-12 14-7-4 1-6-12 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-0-8 Plate Offsets(X,Y)-- (23:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d 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!nor YES WB 0.04 Horz(TL) 0.00 13 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) I Weight:68 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 14-7-4. (Ib)- Max Gray All reactions 250 lb or less at joint(s)24,13,23,22,21,20,19,18,17,16,15,14 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)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)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. x,1111111/114 7)CAUTION,Do not erect truss backwards. ,`,'fit Q J. 07i si, No 5812. *; / . ::* • ,'�.�5//i 1 A,+�`%; Philip J.O'Regan PE No.58126 MITek USA,Inc.Ft.Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 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 MITekS)connectors.This design is based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPl1 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 I Qty Ply T8143067 19316T0 F09 Floor 5 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:34 2016 Page 1 I D:p75d NhPW c?NSe5L?bAw2F Bziaf4-VayboKFidpswnc Pebj7Agh4?R3nJoiorefEXxyzf Kt7 0-3-0 1-3-0 1-4-0 0-1 8 Scale=1:25.1 4x6= 4x6 ■! 3x6= 1.5x3 ! 1.5x3= 1 2 3 4 5 6 7 8 i 18 o _ �' is Ill 17 16 15 14 13 12 it 10 I 9 1.5x3 I 4x6= 1.5x3 I I 4x6= 0-3-8 3-0-8 5-6-8 6-10-8 1 7-6-12 10-10-8 l 13-4-8 14-10-8 0-3-8 2-9-0 ' 2-6-0 1-4-0 0-8-4 I 3-3-12 2-6-0 1-6-0 Plate Offsets(X,Y)-- [1:0-3-0,Edge],[4:0-1-8,Edge],[8:0-1-8,Edge],[12:0-1-8,Edge],[16:0-1-8,Edge] LOADING (psf) 1 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid , PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL) -0.12 13 >999 360 MT20 244/190 TCDL 10.0 I Lumber DOL 1.00 BC 0.81 Vert(TL) -0.18 13 >961 240 i i BCLL 0.0 Rep Stress lncr YES WB 0.53 Horz(TL) 0.01 9 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) I Weight:80 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=786/0-5-8,1=792/0-3-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 8-9=-781/0,1-2=-854/0,2-3=-1406/0,3-4=-2144/0,4-5=-2346/0,5-6=-2346/0,6-7=-1830/0,7-8=-777/0 BOT CHORD 15-16=0/852,14-15=0/1915,13-14=0/2346,12-13=0/2346,11-12=0/2181,10-11=0/1457 WEBS 2-16=-695/0,1-16=0/1110,8-10=0/1002,2-15=0/752,7-10=-945/0,3-15=-709/0,7-11=0/519,3-14=0/374, 6-11=-488/0,4-14=-420/0,6-12=-48/436 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 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. `1111111////� 5)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. ,,,`�\Q 1 0,��, 6)CAUTION,Do not erect truss backwards. �;QN\..\c,E N 5�..-9,/,•� No 5812. • �' Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 mir Q 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 MiTek®connectors.This design h based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer roust verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent truckling 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/TPt 1 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. I Tampa.FL 33610 Job ITruss Truss Type Qty 'Ply T8143068 9316T0 !F10 Floor �i 2 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:35 2016 Page 1 I D:p75d NhP W c?NSesL?bAw2FBziaf4-zm W z?gFKO7DnPm_g9QePD ucAKT91X9e?tJz4UOzfKt6 0-1-8 H I 1-3-0 14-8 Scale=1:24.3 4x6= 1.5x3= 1.5x3 I, 1.5x3 H 4x6= 1 2 3 4 5 6 7 8 do/aN ia ia ■ rd a171 r � ' 0 1 1 iiiiihh“._.do„/r' hih,...H 11.416.. Alliihk A I 1 ... w".. N. 16P•All 15 14 13 12 11 10 9 4x6= 4x6= 1-6-0 4-0-0 i 10-7-8 13-1-8 14-7-8 1-6-0 2-6-0 6-7-8 2-6-0 1-6-0 Plate Offsets(X,Y)-- (1:Edge,0-1-8],(12:0-1-8,Edge],[13:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.40 Vert(LL) -0.11 12-13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.67 Vert(TL) -0.17 12-13 >993 240 BOLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.04 9 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:77 lb FT=20%F,11%E 1 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=784/0-5-8,9=791/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-16=-779/0,8-9=-785/0,1-2=-775/0,2-3=-1828/0,3-4=-2331/0,4-5=-2331/0,5-6=-2331/0,6-7=-1829/0, 7-8=-774/0 BOT CHORD 14-15=0/1455,13-14=0/2174,12-13=0/2331,11-12=0/2173,10-11=0/1457 WEBS 8-10=0/1030,1-15=0/999,7-10=-950/0,2-15=-945/0,7-11=0/518,2-14=0/519,6-11=-479/0,3-14=-481/0, 6-12=-50/430,3-13=-51/430 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3) Refer to girder(s)for truss to truss connections. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ,+,0i1111/911 5)Strongbacks to be attached to spaced or restrained by other omeansruss with 3-10d(0.131"X 3")nails. ‘N \\.,`? ,, O'R�C` III,, 6)CAUTION,Do not erect truss backwards. :• ,\V••G E N • .'9 °•• ♦ No 5812. , • O • ''till - A�E SN Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 ■ A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. pat Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual buidirrg component,not a truss system.Before use,the building designer roust 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 injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSl/TPI I Quality Criteria,DSB-89 and BCSI Building Component Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tanga.FL 33610 Job 'Truss 'Truss Type 7 Qty Ply T8143069' 19316T0 F11 Floor 2 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:35 2016 Page 1 I D:p75d NhP W c?NSesL?bAw2FBziaf4-zm W z?g FKO7DnPm_g9QePDuc5JT53XBv?tJz4UOzf Kt6 0-1-8 1-5-8 H I- 1 30 I I i Scale=1:18.0 1.5x3= 1.5x3 I!, 3x6 1 2 3 4 5 6 INN 14 — i O o o v 111V SPII f.1- ■ 13,40110 12 11 10 9 8 7 1.5x3 I 1 10-11-8 10-11-8 Plate Offsets(X,Y)-- (5:0-1-8,Edge),(10:0-1-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d ' PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.72 Vert(LL) -0.12 10-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.91 Vert(TL) -0.18 10-11 >713 240 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) 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 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=583/0-5-8,7=589/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-13=-574/0,6-7=-569/0,1-2=-541/0,2-3=-1202/0,3-4=-1140/0,4-5=-1140/0,5-6=-545/0 BOT CHORD 11-12=0/1020,10-11=0/1318,9-10=0/1140,8-9=0/1140 WEBS 1-12=0/695,2-12=-666/0,2-11=0/253,3-10=-319/71,6-8=0/725,5-8=-809/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 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. ,.1111111/111 6)CAUTION,Do not erect truss backwards. `ONE Q ,O . iii No 5812. *; :* Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Nit Design valid for use only with MITek®connectors.this design Is based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the 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 MWTek' is always required for stability and to prevent collapse with posstle 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,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 i Job I Truss Truss Type I Qty Ply I T8143070 9316T0 F12 Floor Girder 11 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:36 2016 Page 1 I D:p75d NhPW c?NSesL?bAw2FBziaf4-Ry4MD0Gy9QLe 1 wZ0j79e169D3scXGdf86zjeOgzf Kt5 1-3-0 1-4-12 I 4x6= 9 2 1.5x3 11 3 1.5x3 H 4 MSH422 MSH422 4x6= Scale=1:9.3 0 Y i � b 7 4x6= 4x6= 8 7 6 5 I. 3x4 11 i 1 3x4= 4-7-12 4-7-12 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[6:0-1-8,Edge],[7:0-1-8,Edge],[8:Edge,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.92 Vert(LL) -0.01 7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.25 Vert(TL) -0.01 7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.44 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014ITPI2007 (Matrix) Weight:28 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-7-12 oc purlins, BOT CHORD 2x4 SP No.2(tlat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=789/Mechanical,5=676/0-3-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=-780/0,4-5=-668/0,1-2=-709/0,2-3=-709/0,3-4=-709/0 BOT CHORD 6-7=0/709 WEBS 4-6=0/926,1-7=0/926,2-7=-584/0,3-6=-581/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s)for truss to truss connections. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 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. `t•t it l I11gi` 6)Use USP MSH422(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-0-12 from ,sl 4 the left end to 3-0-12 to connect truss(es)to back face of top chord. �•S \P J' R� ',i 7) Fill all nail holes where hanger is in contact with lumber. •N‘ N&".•\G E N••••' T '. 8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). : !Job Truss Truss Type ,Qty Ply TB143071 9316T0 I F13 Floor Girder 1 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:36 2016 Page 1 I D:p75d N hP W c?NSe5L?bAw2FBziaf4-Ry4MDOGy9QLe 1 wZOj79e169E NsUQG W 386zjeOgzfKt5 0-1-8 H 1-3-0 1-8-12 ,..07121 Scale:1/2"=1' 4x6= 1.5x3= 1.5x3 h 1.5x3 H MSH422 4x6= 6x8= 1 2 3 4 19 5 6 7 8 9 ' 4.1= .PI 98 MillilOIMMIMM ip, II r -- Hi ; N r , 1 1 •-. II 4,1 Alh\6 I 11 ' 17 0 16 15 14 13 12 11 10 4x6= 5x6= 5x6= 11-1-4 14-7-8 11-1-4 3-6-4 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[3:0-1-12,Edge],[9:0-3-0,Edge],[11:0-2-12,Edge],[13:0-1-8,Edge],[14:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 ! CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.83 Vert(LL) -0.19 12-13 >932 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.71 Vert(TL) -0.29 12-13 >596 240 BCLL 0.0 Rep Stress Incr NO WB 0.86 Horz(TL) 0.05 10 n/a n/a BCDL 5.0 Code FBC2014ITPI2007 (Matrix) Weight:80 lb FT=20%F,11%E I i LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP SS(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=947/0-3-8,10=1317/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-17=-945/0,9-10=-1304/0,1-2=-965/0,2-3=-2330/0,3-4=-3311/0,4-5=-3311/0,5-6=-3311/0,6-7=-3171/0, 7-8=-3177/0,8-9=-1363/0 BOT CHORD 15-16=0/1805,14-15=0/2866,13-14=0/3311,12-13=0/3377,11-12=0/2599 WEBS 7-12=-743/0,1-16=0/1246,2-16=-1168/0,2-15=0/730,3-15=-745/0,3-14=0/842,4-14_386/0,6-12=-276/0, 6-13=-379/44,9-11=0/1814,8-11=-1720/0,8-12=0/1064 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. `/11111111//. 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. ,�� I,� Strongbacks to be attached to walls at their outer ends or restrained by other means. ,.• \Q `.. RAC` i. 6)CAUTION,Do not erect truss backwards. �� \ ........d•-C '1 7)Use USP MSH422(With 10d nails into Girder&10d nails into Truss)or equivalent at 11-1-4 from the left end to connect truss(es)to 4. Q�,•.•.%\,• E N k-*** 4'�� back face of top chord. 8)Fill all nail holes where hanger is in contact with lumber. N O 581 2 • 1. 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 ►-0; a 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 • �/, .1 1144/14::: i. Uniform Loads(plf) p / / # ((4 4 Vert:10-17=-10,1-9=-100 o Concentrated Loads(Ib) .0 ��/ P``C? NN Vert:7=689(B) 'IISS/•/ ••••` �∎N 1/I; '11A1►11.0 Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 win a WARNING-Verity 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 WOW.,connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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 or trusses and truss systems,seeANSI/TPI I 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 1 1 rJob j Truss Truss Type I Qty Ply T8143072 9316T0 1E14 GABLE 1 1 i I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:37 2016 Page 1 ID:p75dNhPWc?NSesL?bAw2FBziaf4-v9ekQMHawkUVf48DGrgtlJhbOG?Y?ADILdTBYHztKt4 811 1 3x4= 2 1.5x3 I' 3 3x4 iI Scale=1:9.5 I I - El I 7 1.5x3= 4 a I j 6 5 4 3x4= 3x4= 3x4 H 1-6-12 i 2-11-8 I 1-6-12 1-4-12 Plate Offsets(X,Y)-- (5:0-1-8,Edge) LOADING(pat) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud 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 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:19 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. (lb/size) 6=56/2-11-8,4=51/2-11-8,5=184/2-11-8 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)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 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. `10%111111,,, `��P •J. O'R�. ..� ,�,QZ'.• G*ENS�..1j.. • No 5812. * . :* ► S Philip J.(Megan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 e. A WARNING-Verify 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 MITek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M ulek' 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,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 IJob ITruss Truss Type Oty Ply T8143073 9316T0 F15 I Floor 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:37 2016 Page 1 I D:p75d NhP W e?NSe5L?bAw2 F Bziaf4-v9ekQMHawkUVf48DGrgtIJh W PGwz?7E I LdTBYHzfKt4 0-1-8 __ 1-3-0 i 1-2-12 0.,-1-18 Scale=1:15.2 1.5x3 11 1 2 3 4 5 ion q • 12 j 13 C . 1.5x3= 0 a I 1.5x3= a .- a-- . I �. I I , 1 1 I III 11 _i1 10 9 8 7 6 1.5x3 1-6-0 6-8-12 I 8-2-12 I 1-6-0 5-2-12 1-6-0 Plate Offsets(X,Y)-- (2:0-1-8,Edge),f5:0-1-8,Edge),)8:0-1-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell L/d I PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.43 Vert(LL) -0.03 7-8 >999 360 I MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.37 Vert(TL) -0.05 7-8 >999 240 I BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code FBC20141TPI2007 (Matrix) Weight:46 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=433/0-5-0,6=433/0-2-12 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-11=-426/0,5-6=-430/0,1-2=-370/0,2-3=-707/0,3-4=-707/0,4-5=-375/0 BOT CHORD 9-10=0/707,8-9=0/707,7-8=0/685 WEBS 5-7=0/480,1-10=0/473,4-7=-431/0,2-10=-459/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3) Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 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. `, O' `OttI1 U 11IIigI,'' ■`,�.- �v J. q� i,,. • No 5812. 4., . _ ',,d's;/• p` `-' •• �ni� ■ Philip J.O'Regan PE No.58126 MfTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 wit A 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 MlTekm connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Mina building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/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 1 Job I Truss I Truss Type ;Qty Ply I T8143074 931 6TO i F16 Floor I 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:38 2016 Page 1 I D:p75d NhP W c?N Se5L?bAw2FBziaf4-N LC6ei ICh2cMGEj PgYB6gXEmOgKzkcIRZHCk4jzf Kt3 0-1-8 H I 1 3 0 I 10-3-0 4 3x4= 2 1.5x3 3 1.5x3 3x6= Scale=1:9.4 — 9 1! 1 1.5x3= , I o r j ill 3x4= 3x4= 8 . 7 6 5 3x4= 3x4 I I 1-4-8 3-6-0 1-4-8 2-1-8 Plate Offsets(X,Y)-- [5:Edge,0-1-8],(6:0-1-8,Edge],[7:0-1-8,Edge] _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 Vert(LL) -0.00 6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.06 Vert(TL) -0.00 5-6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) j Weight:25 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=173/0-5-0,5=179/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s)for truss to truss connections. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 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. 11111111111, ‘• •■01\? J. 9. /,ice. �` Q•Z`..\.\G•E Ns'•.14„,�i• No 5812. %.530..• #/,' /*I *((� i Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 MINIM Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. of, Design valid for use only with MITek®connectors.this design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the 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 injury and property 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 available from truss Plate.Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T8143075 9316T0 F17 I Floor Girder I 1 1 ! Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:38 2016 Page 1 I D:p75d NhP W c?NSesL?bAw2FBziaf4-N LC6ei I C h2cMGEj PgYB6gXEl9gJdkc2RZHCk4jzf Kt3 0-1-8 1-3-0 2 0-8-0 3, 4 1 MSH422 3x6= Scale=1:9.4 3x6= 1.5x3 1.5x3 ICI , - ' 0 I o a d s ❖. I B 4111■-, 3x4= 3x4= 7 6 5 3x4 I i 3x4= 3-11-0 I 3-11-0 Plate Offsets(X,Y)-- [5:Edge,0-1-8],]6:0-1-8,Edge],[7:0-1-8,Edge] LOADING (psi) % SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.17 Vert(LL) -0.01 6 >999 360 MT20 244/190 TCDL 10.0 I Lumber DOL 1.00 BC 0.15 Vert(TL) -0.01 5-6 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.13 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) 'I Weight:26 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=233/0-5-8,5=250/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 4-6=0/268,1-7=0/268 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 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. 6)Use USP MSH422(With 10d nails into Girder&10d nails into Truss)or equivalent at 2-0-12 from the left end to connect truss(es)to front face of top chord. 1111111 7)Fill all nail holes where hanger is in contact with lumber. ��111 1j Iig� 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ``%S' ?.......A�`��4*., LOAD CASE(S) Standard ; Q •'•\.\ S' •.;4, rr 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) NO 5812 e Vert:5-8=-10,1-4=-100 *: 1* Concentrated Loads(lb) — • 0. Vert:3=-79(F) =-0: a wF , M�, OP \ •∎• X11/5;11 ....,s.* �,%.0 11111 Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 A WARNING-Verify 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 MITek®connectors.This design Is based only upon parameters shown,and is for car 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 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 14.lee Street Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type 1Qty Ply T8143076 9316T0 1F18 Floor Girder 1 1 I i Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:39 2016 Page 1 I D:p75d N hP W c?NSesL?bAw2FBzi af4-sXm Ur 1 I gSLkDuOl bOGi LNkngh4YYTOpboxyld9zfKt2 0-1-8 H 1-3-0 1 2 12 0-j.8 Scale=1:15.2 MSH422 1,5x3 I I I 2 14 3 4 5 ..__ 12 a T I f� . 1.5x3 3 — i o 1 1.5x3= a `1 i • i _II 11 ' -i 10 9 8 7 6 •_' 1.5x3 11 1-6-0 6-8-12 8-2-12 1-6-0 5-2-12 1-6-0 Plate Offsets(X,Y)-- (2:0-1-8,Edge],[5:0-1-8,Edge],[8:0-1-8,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud I PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.51 Vert(LL) -0.04 7-8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.55 Vert(TL) -0.07 7-8 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:46 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=516/0-5-0,6=499/0-2-12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-11=-507/0,5-6=-498/0,1-2=-469/0,2-3=-917/0,3-4=-917/0,4-5=-453/0 BOT CHORD 9-10=0/917,8-9=0/917,7-8=0/824 WEBS 5-7=0/580,1-10=0/602,4-7=-517/0,2-10=-609/0,4-8=0/289 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 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 1 1 1 1 6)Use USP MSH422(With 10d nails into Girder&10d nails into Truss)or equivalent at 3-7-12 from the left end to connect truss(es)to `0%�� 1��, back face of top chord. �••■ \Q �' R� e. 7)Fill all nail holes where hanger is in contact with lumber. ��' G•E N• C,9 �� 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). : Q • \,\ S'�.•�� ,i• i LOAD CASE(S) Standard .. No 5812. + • 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 *: ;* Uniform Loads(pit) = i Vert:6-11=-10,1-5=-100 -0; e Concentrated Loads(Ib) -10... // (V Vert:14=-150(B) / / ♦ • (V ,00 ','l Ali- AV- Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 1 I A WARNING-Verity 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 MiTek®connectors.this design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I 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 i Oty I Ply T8143077 9316T0 F19 Floor ;6 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:39 2016 Page 1 ID:p75dNhPWc?NSe5L?bAw2FBziaf4-sXmUrt IgSLkDuOlbOGiLNknrK4YyT?bboxyld9zfKt2 0-1-8 H I 1-3-0 0-11-8 I O8 Scale'--1:19.6 1.5x3= 1.5x3= 1 2 3 4 5 6 P o B q i15 Li" ' 16 ■ / r o v .-MAL 1 I.— 'NAgfillik& _ : W. A ' 14= 13 12 11 10 9 8 7 1.5x3 H 1.5x3 1-6-0 4-0-0 7-8-8 10-2-8 11-8-8 1-6-0 I 2-6-0 3-8-8 I 2-6-0 1-6-0 ' Plate Offsets(X,Y)-- (3:0-1-8,Edge),(4:0-1-8,Edge),(6:0-1-8,Edgej LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.40 i Vert(LL) -0.05 11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.53 Vert(TL) -0.08 10-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.02 7 n/a Na BCDL 5.0 Code FBC2014fTP12007 (Matrix) Weight:631b FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 14=624/0-5-8,7=624/0-5-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-619/0,6-7=-619/0,1-2=-595/0,2-3=-1312/0,3-4=-1501/0,4-5=-1312/0,5-6=-595/0 BOT CHORD 12-13=0/1109,11-12=0/1501,10-11=0/1501,9-10=0/1501,8-9=0/1109 WEBS 6-8=0/765,1-13=0/765,5-8=-715/0,2-13=-715/0,5-9=0/300,2-12=0/300,4-9=-335/0,3-12=-335/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 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. "ii 01 3 01i\ �.. Q`Z .•' G•E N s. . IA'•., No 5812. r. *' •'* =• i/e'ss,l d A1.G."\.'.''4,,,, 1111111 Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MlI-7473 rev.10/03/2016 BEFORE USE. iili Design valid for use only with Milek®connectors.lhis design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer roust 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 regrdred 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/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available Born Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss ITruss Type Qty I Ply T8143078 9316T0 FG01 Flat Girder I 1 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:40 2016 Page 1 ID:p75dNhPWc?NSesL?bAw2FBziaf4-KjKs2NJSDfs4WXtoyzDawyJwyUnBCl6k1 bhr9czfKtl 3-1-0 5-10-8 8-8-0 11-9-0 3-1-0 2-9-8 2-9-8 3-1-0 Scale=1:19.8 1 12x12— 10x16 M18SHS= 2x4 H 10x16 M18SHS= 12x12 5 2 4 L 0 4 I I ! I • 7 7x10= 8 6 5-10-8 11-9-0 5-10-8 5-10-8 Plate Offsets(X,Y)-- [1:Edge,0-3-0],[2:0-5-8,0-5-0],[4:0-5-8,0-5-0),[5:Edge,0-3-0],[7:0-5-0,0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.79 Vert(LL) -0.21 7 >642 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 ! BC 0.98 Vert(TL) -0.40 7 >340 240 M18SHS 244/190 BCLL 0.0 * Rep Stress Incr NO WB 0.99 Horz(TL) 0.09 6 n/a n/a BCDL 5.0 Code FBC2014ITPI2007 (Matrix-M) Wind(LL) 0.12 7 >999 240 Weight:128 lb FT=20% • LUMBER- BRACING- TOP CHORD 2x6 SP SS TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins, BOT CHORD 2x4 SP SS except end verticals. WEBS 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-7:2x4 SP No.3 REACTIONS. (lb/size) 8=3460/0-5-8,6=5289/0-5-8 Max Uplift 6=-195(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-630/0,1-2=-519/4,2-3=-15453/1537,3-4=-15453/1537,4-5=-736/65, 5-6=-1631/168 BOT CHORD 7-8=-439/8831,6-7=-1213/11589 WEBS 2-8=-8743/458,2-7=-1189/7002,3-7=-3721/554,4-7=-371/4086,4-6=-11416/1208 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,2x6-2 rows staggered 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,Except member 3-7 2x4-1 row at 0-7-0 oc. ,0%%"111111//b,_� 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 `s \? J. 0 ie ,I� ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. �s \\.'••.........Ns'..- 0 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. :.* N .• vs E • j' .0• II;Exp B;End..GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-0,Interior(1)3-1-0 to 11-7-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 No 581 2 4)Provide adequate drainage to prevent water ponding. .: * * 5)All plates are MT20 plates unless otherwise indicated. _ / 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -a ; • • 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 .p /00011f z. i will fit between the bottom chord and any other members. •O / / ♦ (V • 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 195 lb uplift at joint 6. •• Q- �% 9)Load case(s)1,2,3,4,5,6,7,8,9,10,11, 12,13,14,15,16,17,18,19,20 has/have been modified.Building designer must review 0j —t9/�� 0. C.I. loads to verify that they are correct for the intended use of this truss. 'e / ....<-. � ,• 111) Hanger(s)orfother connection device(s)shall be end rovided sufficient to su used ort the concentrated load(s)design down and 677 lb up at ,'ii'I111111 �%- O P support P 6-0-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. Philip J.O'Regan PE No.58126 12)Special hanger(s)or other connection device(s)shall be provided starting at 0-1-12 from the lett end to 11-7-4 sufficient to connect MiTek USA,Inc.FL Cart 6634 truss(es)to front face of top chord. The design/selection of such special connection device(s)is the responsibility of others. 6904 Parke East Blvd.Tampa FL 33610 Date: LOAD CASE(S) Standard March 1,2016 __ 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 MITek®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 vedy 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 injury 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 BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Hate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss I Truss Type .Qty Ply T8143078 9316T0 FG01 i Flat Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:40 2016 Page 2 I D:p75dNhP W c?N SesL?bAw2FBziaf4-Kj Ks2NJS Dfs4 W XtoyzDawyJwyUn BC 16k1 bhr9czfKtl LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase-1.00 Uniform Loads(pif) Vert:1-3=-224,3-5=-862,6-8=-10 Concentrated Loads(lb) Vert:3=-2412 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:1-3=-204,3-5=-726,6-8=-10 Concentrated Loads(lb) Vert:3=-1973 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pif) Vert:1-3=-144,3-5=-434,6-8=-30 Concentrated Loads(lb) Vert:3=-1096 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-2=-87,2-3=-99,3-5=80,6-8=-6 Concentrated Loads(Ib) Vert:3=677 5)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-99,3-4=80,4-5=92,6-8=-6 Concentrated Loads(Ib) Vert:3=677 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-157,3-5=-405,6-8=-10 Concentrated Loads(Ib) Vert:3=-938 7)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-157,3-5=-405,6-8=-10 Concentrated Loads(Ib) Vert:3=-938 8)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-96,3-5=30,6-8=-6 Concentrated Loads(Ib) Vert:3=476 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-96,3-5=30,6-8=-6 Concentrated Loads(Ib) Vert:3=476 10) Dead+0.6 MW FRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-145,3-5=-349,6-8=-10 Concentrated Loads(Ib) Vert:3=-774 11)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-145,3-5=-349,6-8=-10 Concentrated Loads(Ib) Vert:3=-774 12)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-105,3-5=-30,6-8=-6 Concentrated Loads(Ib) Veil:3=282 13)Dead+0.6 MWFRS Wind(Pos.internal)2nd Parallel:Lumber increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-115,3-5=-102,6-8=-6 Concentrated Loads(Ib) Vert:3=51 14)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Veil:1-3=-145,3-5=-349,6-8=-10 Concentrated Loads(Ib) Vert:3=-774 15)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-145,3-5=-349,6-8=-10 Concentrated Loads(Ib) Vert:3=-774 moms pin Q WARNING-Verity 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 Mlrek®connectors.This designs based only upon parameters shown,and is for an Individual building component.not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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,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. j Tampa.FL 33610 Job Truss Truss Type iOty Ply T8143078. '9316T0 FG01 Flat Girder 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:40 2016 Page 3 ID:p75dNhPWc?NSesL?bAw2FBziaf4-KjKs2NJSDfs4WXtoyzDawyJwyUnBCl6k1 bhr9czfKtl LOAD CASE(S) Standard 16)Dead:Lumber Increase=0.90,Plate Increase=0.90 PIt.metal=0.90 Uniform Loads(plf) Vert:1-3=-144,3-5=-318,6-8=-10 Concentrated Loads(Ib) Vert:3=-658 17)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(pit) Vert:1-3=-204,3-5=-750,6-8=-10 Concentrated Loads(Ib) Vert:3=-2060 18)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-204,3-5=-750,6-8=-10 Concentrated Loads(lb) Vert:3=-2060 19)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-204,3-5=-750,6-8=-10 Concentrated Loads(Ib) Vert:3=-2060 20) Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-204,3-5=-750,6-8=-10 Concentrated Loads(Ib) Vert:3=-2060 lot A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MITek®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 property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual taus 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/TPIt 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 Qty IPly I T8143079 9316T0 HJO2 Jack-Closed Girder 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:40 2016 Page 1 I D:p75dNhPW c?NSesL?bAw2FBziaf4-Kj Ks2NJSDfs4 W XtoyzDawyJ 5q U?zCXXk1 bhr9czfKtl 2-9-3 2-9-3 Scale=1:10.3 3.54112 3 i 3x4 • `' 1 2 r a 1 1 A 1 : / 4 3x5 11 2-9-3 i 2-9-3 I Plate Offsets(X,Y)-- 11:0-1-8,0-3-1] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.01 4-7 >999 180 l BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 1 n/a n/a 1 BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:11 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. SLIDER Left 2x4 SP No.3 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=108/0-7-0,3=71/Mechanical,4=37/Mechanical Max Horz 1=23(LC 12) Max Uplift 1=-5(LC 12),3=-22(LC 12) Max Gray 1=108(LC 1),3=71(LC 1),4=47(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=101 mph;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 Corner(3)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 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 ,``11111,►Irrrrll will fit between the bottom chord and any other members. ♦♦♦ Q J. QUA 111 4)Refer to girder(s)for truss to truss connections. ♦ F e 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 5 lb uplift at joint 1 and 22 lb uplift at ♦♦ �`��'•''G E N �'•�'''9 �;i joint 3. .. Q �\_ 5��..� 'i 6)"Semi-rigid itchb•eaks including heels"Member end fixity model was used in the analysis and design of this truss t.: g : No 5812. *. 1. /7;i130... ,14>/—44 .•.:44/1 " i lellsrrl,ilAll,,`00 Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 A WARNING-Verify 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 MITekw connectors,this design is based only upon parameters shown,and Is for an individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/WPt 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 IJob Truss Truss Type IQty I Ply T8143080 9316T0 HJ12 Jack-Closed Girder 11 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:41 2016 Page 1 I D:p75dNhP W c?NSe5L?bAw2FBziaf4-owuEGj K5_z_x7hR_Vhl pS9sFvtJ Dx_ntFF RPh2zfKtO 2-9-3 2-9-3 2.83 2 \ / Scale=1:8.9 12 1 o 1j/\I 1 - 1 3 3x4= ♦�I 4 1-1-1 l 1-3-8 2-9-3 1-1-1 0-2-8 1-5-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.00 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(TL) 0.00 3-4 >999 180 BOLL 0.0 * Rep Stress lncr NO WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:8 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (lb/size) 2=53/Mechanical,3=-44/Mechanical,4=207/0-4-15 Max Horz 4=21(LC 8) Max Uplift 2=-24(LC 8),3=-47(LC 20),4=-76(LC 8) Max Gray 2=53(LC 1),3=12(LC 8),4=207(LC 1) FORCES. (lb)-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=5.0psf;h=25ft B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Corner(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 20.0psf 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. `♦`�t1huh!/i/I' 4) Refer to girder(s)for truss to truss connections. ♦,♦ Q 1, 0 R ICI 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 24 lb uplift at joint 2,47 lb uplift at joint 3 ♦ F and 76 lb uplift at joint 4. **N se. G E N s•• 1A . 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. •• \. F•.•, No 5812• / i. ::,,,',...,,z6:::: Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 ■ • Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIt-7473 rev.10/03/2015 BEFORE USE. tali. Design valid for use only with Milek®connectors.This design is based only upon parameters shown,and is for(AI 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 building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/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 iTruss Type jQty Ply 1 T8143081 9316T0 HJ22 Jack-Closed Girder 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:41 2016 Page 1 ID:p75d Nh P W c?NSesL?bAw2FBziaf4-owuEGj K5_z_x7hR_VhIpS9sFutJ Dx_ntFF RPh2zfKt0 2-9-3 2-9-3 ' 2.12 riz i Scale:1.5•=1' 2 iI r / 1 Q 3x4= 1 3 40•• 4 1-1-1 1-3-8 I 2-9-3 1-1-1 0-2-8 1-5-11 LOADING (psf) 1 SPACING- 2-0-0 I CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TOLL 20.0 1 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.00 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(TL) 0.00 3-4 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 I (Matrix-M) Weight:8 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. I REACTIONS. (lb/size) 2=51/Mechanical,3=-42/Mechanical,4=207/0-4-15 Max Horz 4=18(LC 8) Max Uplift 2=-26(LC 8),3=-45(LC 20),4=-91(LC 8) Max Gray 2=51(LC 1),3=16(LC 8),4=207(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=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(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. �`�11/11111//, 4) Refer to girder(s)for truss to truss connections. ``i' Q 1, Q'tom i 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 26 lb uplift at joint 2,45 lb uplift at joint 3 `� ��\ •........ F0 ice, and 91 lb uplift at joint 4. `��4zNe \cE N •' '9,y!, 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. : •' N.. F�.••• No 5812. • 4/ • - /Y./ ••','s;// AL�N"' 1111111 Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 Q WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the 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 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/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,Nexandria,VA 22314. Tampa.FL 33610 J Job I Truss Truss Type I Qty Ply I I I T8143082 j 9316T0 I HJ32 Jack-Closed Girder I 2 1 I I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:42 2016 Page 1 ID:p75dNhPWc?NSesL?bAw2FBziaf4-G6RdT3LjIG6oIr0A3OG2?NPRYHhQgR11 UvAyEUzfKt? 2-9-3 2-9-3 Scale=1:9,8 3.54 112 2 A :_,, 1 o ■ / 6 r\"/1 3x6 3 44epo.3x4= !.. 2-9-3 ._{ 2-8-13 Plate Offsets(X,Y)-- [1:0-0-0,0-1-7],[1:0-1-14,0-6-15] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.01 6 >999 180 BCLL 0.0 * Rep Stress!nor NO WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) 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. W EDGE 1 MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=66/Mechanical,3=42/Mechanical,1=108/0-7-0 Max Horz 1=23(LC 12) Max Uplift 2=-19(LC 12),1=-6(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=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 Corner(3)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 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 ```�1I11111/1�, will fit between the bottom chord and any other members. ♦♦�� , J. 0 R ll.� 4) Refer to girder(s)for truss to truss connections. ♦♦ �,\ • FG ie 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 19 lb uplift at joint 2 and 6 lb uplift at `♦♦Q�`••• (,•E Ns•' '92 i� joint 1. . - F• •• 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. No 5 :. 812. -t7: / •i • / • 4/ f # ,/ SII l l l li�+. e � •♦ Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 r MOON a WARNING-Verify 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 MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of indivklual 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/TPI I 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,Ptexandria,VA 22314. Tampa.FL 33610 1Job Truss I Truss Type I Qty Ply I T8143083. 1 9316T0 HJ33 JACK-CLOSED GIRDER I 1 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:42 2016 Page 1 ID:p75dNhPWc?NSesL?bAw2FBziaf4-G6RdT3LjIG6oIr0A3OG2?NPSUHiQgR11 UvAyEUzfKt? 1-7-15 1-7-15 3.54 Scale=1:8.2 2 Ir NI 1 1 1 in / I I 11 `V i � K 1 3 3x6 II 3x4= 1-7-15 1-7-9 Plate Offsets(X,Y)-- 11:0-0-0,0-1-71,11:0-1-14,0-6-15) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I TC 0.02 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) -0.00 6 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-7-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE I MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 i be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=29/Mechanical,1=66/0-7-0,2=37/Mechanical Max Horz 1=14(LC 12) Max Uplift 3=-3(LC 12),1=-3(LC 12),2=-9(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 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. ,.1111111111gi� 4)Refer to girder(s)for truss to truss connections. �.0, P , 07i iii 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 3 lb uplift at joint 3,3 lb uplift at joint 1 `� .\V • FG i, and 9 lb uplift at joint 2. �.NQ`Z`...\CENS•• '9,t, . 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. : •• \-- F•••, No 5812.• � • / • a '•. (9/l At- st%% 1111111 Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 Q WARNING-Verify 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 MITek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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 fabrcatlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job I Truss Truss Type !Qty Ply T8143084. 9316T0 J41 Jack-Open I2 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:43 2016 Page 1 I D:p75dNhP W c?NSe5L?bAw2FBziaf4-kl??hPML W aEfN?bMd6nHXaxdxh2LPuHAjZwVmxzfKt_ 2-2-1 2-2-1 1 Scale=1:10.3 2 5.00112 n d, ch HI 6 1 ,n a -41111111111 li , 3 3x4= ' 3x6 I 2-2-1 2-2-1 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 (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(TL) -0.00 6 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:8 lb FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. I REACTIONS. (lb/size) 2=52/Mechanical,3=32/Mechanical,1=84/0-5-8 Max Horz 1=25(LC 12) Max Uplift 2=-18(LC 12),1=-1(LC 12) Max Gray 2=52(LC 1),3=38(LC 3),1=84(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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 ,,�1{1111111/1 will fit between the bottom chord and any other members. �� Q 07:k,41., 4)Refer to girder(s)for truss to truss connections. ,�` \�� . 0 e, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 18 lb uplift at joint 2 and 1 lb uplift at `∎%Q`c'..•\C E N, 'T ∎,, joint 1. . N F• 6)"Semi-rigid pitchbreaks incIudin. heels"Member fixity model was used in t analysis and design of is truss. No 1J :=_.._:::_: _...a::__._ h._m_er end..x..ty...ode.wa_u ed...he ana: I_ h._.:�__. : • 81 2. •••• , . 'Ails'/'/�••••�� •• Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 t A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mltek®connectors.this design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and taus systems,seeANSI/TP11 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 1Truss [Truss Type 'Qty !Ply i I T8143085 9316T0 J42 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:43 2016 Page 1 I D:p75d NhP W c?NSesL?bAw2FBziaf4-kl??hPM L W aEfN?bMd6nHXaxc_h 19PuHAjZwVmxzfKt_ 3-1-2 3-1-2 Scale=1:11.7 2 4.62 112 I 111 rn 1 i' NI I . al I 1 I 3 3x4- 3x6 I 3-1-2 3-1-2 Plate Offsets(X,Y)-- [1:0-0-0,0-1-61,11:0-1-12,0-5-3j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TOLL 20.0 � Plate Grip DOL 1.25 TC 0.10 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 3-6 >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-M) 1 Weight:11 lb FT=20% I LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE 1 MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=77/Mechanical,3=44/Mechanical,1=121/0-5-10 Max Horz 1=34(LC 12) Max Uplift 2=-26(LC 12),1=-4(LC 12) Max Gray 2=77(LC 1),3=55(LC 3),1=121(LC 1) FORCES. (lb)-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 Corner(3)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 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 01%111ln/it will fit between the bottom chord and any other members. S- \I P J. O A, ite•4)Refer to girder(s)for truss to truss connections. `� \\\ FC as 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 26 lb uplift at joint 2 and 4 lb uplift at `��Q�,•'�G E N S+•• '9y i� joint 1. N F• Sem iaid pitchbr_a s incl� in, heels"Member end d fixity•model w� sed the is design.! his truss. = =_.:.1 n,l__.-_.. k._.. td .2 _n. was used n analysis and_ _._..of t.:._.. _ 6)" O 581 2. ` * : •* --0: / • • Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 I 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 MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and perrnanent 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/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdiabie from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type IQty Ply T8143086 9316T0 J43 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:44 2016 Page 1 I D:p75dNhPWc?NSesL?bAw2FBziaf4-CVZNuIMzHuMV_9AZBpl W4oUnr5Ng8LW KyDf3HNzfKsz 3-0-0 3-0-0 Scale:1'=1' 2 5.00 12 , i il, 0 O 1 1 n 11 Q , O 3 3x4= 3x6 11 3-0-0 3-0-0 Plate Offsets(X,Y)-- (1:0-0-0,0-1-6),(1:0-1-11,0-4-13) LOADING(psf) j SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Ud 1 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 i TC 0.10 Vert(LL) 0.01 3-6 >999 240 MT20 244/190 TCDL 10.0 I Lumber DOL 1.25 BC 0.10 Vert(TL) -0.01 3-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a I BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=75/Mechanical,3=43/Mechanical,1=118/0-5-8 Max Horz 1=35(LC 12) Max Uplift 2=-26(LC 12),1=-2(LC 12) Max Gray 2=75(LC 1),3=53(LC 3),1=118(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=oft;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 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 ``��4111 I1/ill' will fit between the bottom chord and any other members. ♦,♦‘ P J. O*R tte 4)Refer to girder(s)for truss to truss connections. •♦ V _F 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 26 lb uplift at joint 2 and 2 lb uplift at ♦ \�'.G E N G,9 ��, ( Y ) 9 P P 9 P joint P ♦♦ joint 1. .� Q . \.- S�. •i �i 6)"Semi-rigid pifchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. No 5812. • / ' - • ,,,'s /-111a-— o` Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 4 I Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10103/2016 BEFORE USE. Isl. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component not a truss system.Before use,the 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 Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI t Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available Corn Truss Plate Institute,218 N.Lee Street,Suite 312,Nexandrta,VA 22314. Tampa,FL 33610 Job I Truss I Truss Type Qty Ply T8143087 9316T0 1J44 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:44 2016 Page 1 ID:p75dNhPWc?NSesL?bAw2FBziaf 4-CVZNuIMzHuMV_9AZBpIW4oUnc5ME8LW KyDf3HNzfKsz 3-2-6 3-2-6 Scale:1'=1' 2 4.62�12 A Ire i- 1 T ♦ 3 I 3x4= 3x6 3-2-6 3-2-6 Plate Offsets(X,Y)-- (1:0-0-0,0-1-6),(1:0-1-12,0-5-3) 1 I i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.01 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.01 3-6 >999 180 BCLL 0.0 * Rep Stress Ina YES WB 0.00 Horz(TL) 0.00 1 n/a n/a i BCDL 10.0 Code FBC2014ITPI2007 (Matrix-M) Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. 1 REACTIONS. (lb/size) 2=80/Mechanical,3=46/Mechanical,1=125/0-5-10 Max Horz 1=35(LC 12) Max Uplift 2=-27(LC 12),1=-4(LC 12) Max Gray 2=80(LC 1),3=57(LC 3),1=125(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=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 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 >>11111111I Igit will fit between the bottom chord and any other members. ``�� Q 0 R /��, 4) Refer to girder(s)for truss to truss connections. ♦ \ F 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 27 lb uplift at joint 2 and 4 lb uplift at � '• GE Ns•• ,9 .• ( Y ) 9P P 9 P joint P ��Q \ S•• joint 1. �. F• 6)"Semi-rlaid pifchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. NO 5812. *: :* • #5▪ 3 � ' ■ Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6834 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 mit 0 WARNING-Verity 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 MiTek®connectors.This design Is based 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 parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent tracing 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,DSB-89 and BCS1 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 T8143088 19316T0 T01 Half Hip Girder 2 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:45 2016 Page 1 I D:p75d N hP W c?NSesL?bAw2F Bziaf4-gh7165Nb2BU McJI I kW pId?1 vHVXdto 1 TAtPcppzfKsy 2-0-0 I 6-0-0 2-0-0 4-0-0 Scale=1:12.1 NAILED 4x5= NAILED 5.00112 3 11 4 1 3x4 n n 2 — . i 1 ; `1 ' I - 1 cv m 6 o �, I i 1 ------ I 6 12 5 2x4 H NAILED 3x5 H 2-0-0 6-0-0 I 2-0-0 4-0-0 Plate Offsets(X,Y)-- (1:0-1-12,0-1-13) i 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.12 5-6 >616 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 1 BC 0.90 Vert(TL) -0.29 5-6 >244 180 BCLL 0.0 * Rep Stress lncr NO WB 0.05 Horz(TL) 0.15 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 I MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.3 1-6-0 be installed during truss erection,in accordance with Stabilizer , Installation guide. REACTIONS. (lb/size) 1=253/0-5-8,4=119/Mechanical,5=133/Mechanical Max Horz 1=24(LC 8) Max Uplift 1=-23(LC 8),4=-54(LC 4) Max Gray 1=253(LC 1),4=119(LC 1),5=142(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-449/59 WEBS 3-6=-260/75 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=4tt;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 111111111/11 3)Provide adequate drainage to prevent water ponding. ♦♦♦t Q 0 R ,'I/� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦♦ \\> l _ I. 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 ♦♦Q� •••�C E N S•• -9 °0 � will fit between the bottom chord and any other members. .. V F•••• 6) Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 23 lb uplift at joint 1 and 54 lb uplift at •• No 5812. _ joint 4. * • * 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. - / 9)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.1485(3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. ■-0.. / • 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)22 lb down at 2-2-2 on bottom :• /. , •%L(/ chord. The design/selection of such connection device(s)is the responsibility of others. i 0 / / 4/ 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ∎� ' / O Q;•\C�,♦: LOAD CASE(S) Standard ' I ss/ - ••��• 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ,ii,,,111 Ai 11 1♦� Uniform Loads(plf) Vert:1-3=-60,3-4=-60,5-7=-20 Philip J.O'Regan PE No.58126 Concentrated Loads(Ib) MITek USA,Inc.FL Cert 6634 Vert:3=-1(B)6=-19(B)11=-1(B)12=-8(B) 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 Q WARNING•Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1F7473 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 an individual building component,not a truss system.Before use,the building designer roust 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 injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 — Job Truss 1Truss Type Qty Ply T8143089 9316T0 T02 �Half Hip 2 1 i Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:46 2016 Page 1 I D:p75dNh PW c?NSesL?bAw2FBziaf4-8th7JRO DpVc DESKxI EK_9DZ3YuvAcFIcPX8AM Fzf Ksx 4-0-0 6-0-0 4-0-0 2-0-0 Scale=1:16.3 4x5 3 4 5.00112 11 3x4 cv 2 N 1 0 1 �t _ u 5 / V 6 2x4 ( 3x5 4-0-0 6-0-0 4-0-0 2-0-0 Plate Offsets(X,Y)-- [1:0-1-12,0-1-13] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.11 6-9 >637 240 I MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.25 6-9 >289 180 BCLL 0.0 * Rep Stress Incr YES WB 0.05 Horz(TL) 0.13 4 n/a n/a I BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:23 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 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.3 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=237/0-5-8,4=58/Mechanical,5=179/Mechanical Max Horz 1=48(LC 12) Max Uplift 1=-16(LC 12),4=-27(LC 8),5=-18(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-380/142 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-0-0,Exterior(2)4-0-0 to 5-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. ,"11%11111i/1i 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,%%% Q • 0'A 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 `� �� • F� i� will fit between the bottom chord and any other members. `•�Q� •••�C•E N S•• -9�•• 6) Refer to girder(s)for truss to truss connections. �. F• 7)Provide mechanical connection r .•others)of truss to bearing plat capable of withstanding 1,r,Ib uplift at joint 27 lb uplift at joint n t'i-e r"-- - . -- tY'-�others)- � - -bearing_; e_a�_ _ :: joint 1,_. ._u�.l ]_•:::: . � No 581 2. and 18 lb uplift at joint 5.f - '• 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. *: •:* I��,,S�j1::/'.0-15,:.i'� `,N Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 o mit A WARNING-Verity 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 MITek®connectors.this design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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 properly 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 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 1 T8143090 9316T0 T03 Hip Girder I 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:47 2016 Page 1 ID:p75dNhPWc?NSesL?bAw2FBziaf4-d4FW W nPrZpk4rcvesxrDiQ67tIBSLfYmeAujuizfKsw 6-0-0 9-11-8 13-11-0 19-11-0 6-0-0 3-11-8 3-11-8 6-0-0 Scale=1:33.3 NAILED NAILED NAILED 4x10= NAILED 2x4 N NAILED 4x10= 5.00112 3 20 21 4 22 23 5 Cis 1 lilt I I rah- 1 c� 3x4 .-% 3x4 N 6 N 11,F•00°"Pr 2 III m N 1, 7 1 0 [111 HI x:1.1 L li^I 111■ 10 fiLH AO 24 25 11 26 10 9 8 27 28 TA NAILED NAILED 2x4 NAILED 3x8— 3x8 MT2OHS= 2x4 NAILED NAILED 6x6 NAILED 6x6 I NAILED NAILED NAILED 6-0-0 9-11-8 13-11-0 19-11-0 6-0-0 ' 3-11-8 I 3-11-8 6-0-0 Plate Offsets(X,Y)-- 11:0-3-0,0-0-51,[3:0-6-8,0-2-0],(5:0-6-8,0-2-0],[7:0-3-13,0-0-5] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I TC 0.81 Vert(LL) -0.10 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.25 10-11 >941 180 MT2OHS 187/143 BCLL 0.0 ` Rep Stress Incr NO WB 0.24 Horz(TL) 0.08 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:90 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-4 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1462/0-5-8,7=1463/0-5-8 Max Horz 1=-32(LC 23) Max Uplift 1=-131(LC 8),7=-131(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-2584/287,3-4=-2770/337,4-5=-2770/337,5-7=-2586/286 BOT CHORD 1-11=-211/2322,10-11=208/2337,8-10=-207/2339,7-8=-210/2323 WEBS 3-11=0/387,3-10=-104/625,4-10=-505/192,5-10=-104/624,5-8=0/389 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);Lumber DOL=1.60 plate grip DOL=1.60 �.01111111111/iii/ 3) Provide adequate drainage to prevent water ponding. ,,O� Q 3, OA* //// 4)All plates are MT20 plates unless otherwise indicated. ��,�.\\.,••... N...c -94,°0 .00 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 4� Q •• \•• SF ; i••Will fit between the bottom chord and any other members. : - 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 131 lb uplift at joint 1 and 131 lb uplift at N O 5812. �_ joint 7. *: • 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. = • 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. --0: a 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 1. .• 10./.� � �1.0 LOAD CASE(S) Standard . • .w ,'� Q •'•',\ •••1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 •# s • .•••• W. �� Uniform Vert:1(3=60,3-5=-60,5-7=-60,12-16=-20 `��/I, t 1 A,'`,,�,,` Concentrated Loads(Ib) Vert:3=-98(F)5=-98(F)9=-59(F)11=-59(F)10=-59(F)4=-98(F)8=-59(F)21=-98(F)22=-98(F)24=-113(F)25=-159(F) Philip J.O•Regan PE No.58126 26=-59(F)27=-159(F)28=-113(F) MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 mt 4 r A WARNING-Verify 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 MITekw connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/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 I Truss Truss Type I Qty 1 Ply I I 1 T8143091 9316T0 T04 Hip 1 1 i Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:47 2016 Page 1 ID:p75dNhPWc?NSesL?bAw2FBziaf4-d4FW W nPrZpk4rcv8sxrDiQ65Rl F5Lgi meAujuizfKsw 8-0-0 11-11-0 19-11-0 8-0-0 3-11-0 8-0-0 Scale=1:33.4 4x6= 4x6 3 4 5.00r12 vie ri 19 20 18 21 N O 3x4% 3x4 a 2 5 1 _ �✓ 6 N , I INi .. / \ : :61 fq I 2x4// 3x6= 2x4\\ 3x8 II 3x8 5-6-0 14-5-0 19-11-0 5-6-0 8-11-0 5-6-0 Plate Offsets(X,Y)-- ]1:0-3-8,Edge],[3:0-3-12,0-1-12],[4:0-3-12,0-1-12],]6:0-4-5,Edge] LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.23 7-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.49 7-9 >486 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.14 Horz(TL) 0.07 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) I Weight:79 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 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=797/0-5-8,6=797/0-5-8 Max Horz 1=-43(LC 10) Max Uplift 1=-88(LC 12),6=-88(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1350/271,3-4=-1040/317,4-6=-1350/271 BOT CHORD 1-9=-161/1167,7-9=-200/1040,6-7=-168/1167 WEBS 3-9=0/377,4-7=0/377 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;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 `1111111//ii, 11-11-0,Interior(1)16-1-15 to 19-11-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate `,��Q J. 07i.///,, grip DOL=1.60 ♦`� �% k ri 'r• #j, 3) Provide adequate drainage to prevent water ponding. ♦ Q%Z .•. 0` E Ns•...I'92:e 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦ •• ' .•• 5)'This Miss 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. - * N 0 581 2• '•:* = 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 88 lb uplift at joint 1 and 88 lb uplift at joint 6. r • .. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. .7....-0: i a ' ,O • �� O P.. , \ . ' • ,.SS / .. ∎• , A1- 0,'ltillit E Philip J.O'Regan PE No.58126 MfTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2016 BEFORE USE. , Design valid for use only with MiTek®connectors.this design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bbd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 IJob Truss Truss Type 1Qty Ply T8143092 9316T0 T05 Common 3 1 I Job Reference(optional) ' Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:48 2016 Page 1 I D:p75d NhP W c?NSe5L?bAw2FBziaf4-SGpuk6PU K6sxTmU KQfNSEefO3ib_465vsgdGQ8ztKsv 5-6-0 9-11-8 14-5-0 19-11-0 5-6-0 4-5-8 4-5-8 5-6-0 Scale=1:32.9 4x5= 4 ■ r 5.00 12 20 21 2x4 l i 2x4 11 3 5 19 ! 22 I 3x4 -.-.- 3x4 2 6 1 7 ry N 10 9 B 3x6= 3x5 I I 3x4= 3x4= 3x5 11 5-6-0 14-5-0 19-11-0 5-6-0 ' 8-11-0 5-6-0 Plate Offsets(X,Y)-- [1:0-1-12,0-1-13],)7:0-2-9,0-1-13] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.17 8-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.49 8-10 >491 180 BCLL 0.0 * Rep Stress Incr YES WB 0.22 Horz(TL) 0.04 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:92 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-14 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 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=797/0-5-8,7=797/0-5-8 Max Horz 1=-53(LC 10) Max Uplift 1=-88(LC 12),7=-88(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1407/247,3-4=-1400/317,4-5=-1400/317,5-7=-1407/247 BOT CHORD 1-10=-170/1245,8-10=-105/868,7-8=-170/1245 WEBS 4-8=-92/576,5-8=-261/146,4-10=-92/576,3-10=-261/146 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=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 9-11-8,Exterior(2)9-11-8 to ,.01111 1 111/11 12-11-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,.0 0 O'A 4,, 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •`�•��,�\ . FC i� 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 ♦♦♦Q C' ••'\G E N S'•Q. 0 o will fit between the bottom chord and any other members. ♦ •. �. F�••••5)Provide mechanical connection(by others)of truss to bearing plate capable of with to n 88 lb uplift at joint 1 on 88 lb uplift at 1 de meth .c_ r:., d s ca _ _ s. ndi g b u a, _M . d_ .b dF•fft a. ` of O 5812 1. joint 7. . • 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. *: •: , `'' �',/, Ai� �` �l Philip J.O'Regan PE No.58126 Mirek USA,Inc.FL Cert 6634 6904 Parke East Bfvd.Tampa FL 33610 Date: March 1,2016 � t 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 MITek®O connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use.the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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,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 IQty Ply T8143093. 9316T0 T06 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:49 2016 Page 1 I D:p75d N hP W c?NSesL?bAw2 FBziaf4-ZSMGxSQ65Q_o5w3W zMuhnrBZJ6x9pZp35U NgyazfKsu 5-6-0 9-11-8 14-5-0 18-6-15 19-11-0 5-6-0 4-5-8 4-5-8 4-1-15 1-4-1 Scale=1:34.8 4x5= 4 ■ 5.00 TiF 17 18 2x41 2x4 II 3 V P , v 16 I 5x6= 2x4 11 3x4 6 2 1 7 — 1 I �. IC im 1 , ]I "I n LEI v (- ►� 11 10 9 3x4= 8 3x5 11 3x4= 3x4= 3x5= 5-6-0 14-5-0 19-11-0 5-6-0 8-11-0 5-6-0 Plate Offsets(X,Y)-- [1:0-1-12,0-1-13],[6:0-2-4,0-2-8],[8:0-1-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 1 TC 0.43 Vert(LL) -0.19 9-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.53 9-11 >449 180 I BCLL 0.0 * Rep Stress Incr YES WB 0.25 Horz(TL) 0.04 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:92 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-2 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. 1 REACTIONS. (lb/size) 1=791/0-5-8,8=791/0-5-8 Max Horz 1=51(LC 11) Max Uplift 1=-87(LC 12),8=-88(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1395/245,3-4=1387/315,4-5=-1322/295,5-6=-1350/223 BOT CHORD 1-11=-194/1235,9-11=-127/856,8-9=-176/1188 WEBS 3-11=-259/145,4-11=-95/576,4-9=-81/522,6-8=-1360/223 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. ``�t∎I I I I////i_ 12-11-8,1 Interilor(1))18-6-15 to 19-9-4 zone;C-C for embers and forces&MWFRS for reactions shown;Lumber EDOL=1(60 plate to ��,,�\>' 3 O q �j,'#_ grip DOL=1.60 `•••QNZ`,•'�CENS'• IA ••• 3) Provide adequate drainage to prevent water ponding. •• V F ..• 4)This truss has been designed for a 10.0 psf bottom chord live load nenconcurrent with any ether live loads 5)*This truss has been designed for a live load of 20.0pst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide N O 5 81 2• = will fit between the bottom chord and any other members. = *: * 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 87 lb uplift at joint 1 and 88 lb uplift at • joint 8. L).. • • 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. O:• ,c�`� C(/` Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 MINIS 0 WARNING-Verity 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 MITek®connectors.This design Is based only upon parameters shown.and Is for an individual building component,not a truss system,Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I 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 9316T0 T07 Roof Special I 1 1 T8143094 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:49 2016 Page 1 I D:p75d NhP W c?NSesL?bAw2FBziaf4-ZSMGxSQ65Q_o5w3 W zMuhnrBTB6xJpX135U NgyazfKsu 5-6-0 9-11-8 16-11-12 19-11-0 5-6-0 4-5-8 7-0-4 I 2-11-4 Scale=1:34.7 4x5= 4 5.00 12 16 17 2x4 !I 3 N 1 4x5 = 2x4 I i I 5 15 6 3x4 1 2 0 o • CI IZSi 10 9 B 3x5 I I 3x4= 3x6= 3x4= 7 3x4= 5-6-0 14-5-0 19-11-0 ' 5-6-0 i 8-11-0 I 5-6-0 Plate Offsets(X,Y)-- (1:0-1-12,0-1-131 I I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.16 8-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.44 8-10 >536 180 BCLL 0.0 * Rep Stress lncr YES WB 0.37 Horz(TL) 0.04 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:96 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. SLIDER Left 2x4 SP No.3 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=791/0-5-8,7=791/0-5-8 Max Horz 1=49(LC 11) Max Uplift 1=-86(LC 12),7=-89(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1387/240,3-4=-1372/306,4-5=-1288/210 BOT CHORD 1-10=-212/1227,8-10=-154/872,7-8=-243/1247 WEBS 3-10=-259/135,4-10=-82/566,4-8=0/436,5-7=-1427/282 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)IWIExp B;End., 10.18;MWFRS(directional)ona)and C-C Exterior(2)0-0-0 tos3-0-0,lntenor(1)3-0-0 to 911f 8,Exterior(2)9-11-8 to ,,��t�,''J"01//141,,Ti• 12-11-8,Interior(1)16-11-12 to 19-9-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL.-1.60 plate • \V\P FC i, grip DOL=1.60 ,..`,$C.•'\G•E N S+'• '9,y 0� 3)Provide adequate drainage to prevent water ponding. •' \,- F • 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 N O 5 81 2. will fit between the bottom chord and any other members. *: •: 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 86 lb uplift at joint 1 and 89 lb uplift at - :joint 7. , : •7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ;i• f 4°114*4♦� •J 1.1/` . . •./ p • ,. •o Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 ist 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 MiTek®connectors.This design is based only upon parameters shown,and is for an IndMdual bidding 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. 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/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Rate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type i Qty I Ply T8143095 9316T0 T08 !Roof Special 1 1 J 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:50 2016 Page 1 I D:p75d NhP W c?NSe5L?bAw2FBziaf4-1 fwe9oRksk6fi4ejX4PwK3kkKW HmYyeC K86 NV 1 zfKst 5-6-0 9-11-8 15-4-9 19-2-8 5-6-0 4-5-8 5-5-1 3-9-15 Scale=1:33.5 4x5= 4 5.00112 2x4 11 16 17 3 4x5= 2x4 I I 5 6 a I 15 1 r �. _ 3x4 / m 2 1 0 N '5 o r -- —-- " 1 10 9 8 7 3x5 i 3x4= 3x6 3x4 3x4= 5-6-0 14-5-0 19-2-8 5-6-0 8-11-0 4-9-8 Plate Offsets(X,Y)-- 11:0-1-12,0-1-131 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.16 8-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.43 8-10 >529 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.47 Horz(TL) 0.04 7 n/a n/a BCDL 10.0 Code FBC2014TTPI2007 (Matrix-M) Weight:96 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-6 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. SLIDER Left 2x4 SP No.3 1-6-0 1 MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (lb/size) 1=762/0-5-8,7=762/Mechanical Max Horz 1=55(LC 12) Max Uplift 1=-80(LC 12),7=-88(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1329/228,3-4=-1321/297,4-5=-1166/213 BOT CHORD 1-10=-222/1174,8-10=-158/799,7-8=-186/1049 WEBS 3-10=-265/143,4-10=-92/578,4-8=1/368,5-7=-1215/211 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. 111111111//� 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 9-11-8,Exterior(2)9-11-8 to ` 11 Q J. o>q n��/,♦ 12-11-8,Interior(1)15-4-9 to 19-0-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate `� \\ti. .........CG1 ♦♦ grip DOL=1.60 �•Q`Z`.• �G E N •''4jL∎♦ 3)Provide adequate drainage to prevent water ponding. • V F • 4)This truss has been designed for a 10.0 pat bottom chord live load norconcurrent 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 No 5812. = will fit between the bottom chord and any other members. r. *: * 6)Refer to girder(s)for truss to truss connections. - / 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 80 lb uplift at joint 1 and 88 lb uplift at •••-0: • Z joint 7. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. t-O• 1/,'" ..."<",`.;" f 'lilt f1111A1111�00 Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 5411-7473 rev.10/03/2015 BEFORE USE. Nut Design valid for use only with MITekO connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I 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 T8143096 1 9316T0 ,T09 Half Hip Girder 11 1 1 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:51 2016 Page 1 ID:p75dNhPWc?NSesL?bAw2FBziaf4-VrUOM8SMd1 EWKECv5nw95GHzVv1_HWpMZosw1 TzfKss 2-0-0 I 4-10-0 2-0-0 2-10-0 NAILED NAILED 2x4 I I Scale=1:9.3 4.00 12 2 10 3 4x10-- 1 l cr- - 1 q' ° i ;, 1 o 3x4= , 5 11 4 ♦ 2x4 NAILED 3x4= 6 0-9-12 i 2-0-0 4-10-0 0-9-12 1-2-4 2-10-0 Plate Offsets(X,Y)-- [2:0-5-8,0-2-0) I I, LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.01 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 I BC 0.13 Vert(TL) -0.01 4-5 >999 180 � BCLL 0.0 ' Rep Stress'nor NO WB 0.03 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-0 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=96/Mechanical,6=185/0-3-8 Max Horz 6=19(LC 8) Max Uplift 4=-103(LC 5),6=-121(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=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. ,,1111111111i�� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦,♦♦ Q � O'A # 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 ♦ F QN\�•�cENs•.."TA 0. will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. ♦ •• \. lc 7) Provide mechanical connection(by others)of truss to bea^:,n,.;plate capable of'withstanding 103 lb uplift at joint 4 and 121 lb uplift at No 581 2• i joint 6. • 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. *: t* 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)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)40 lb down and 126 lb up at ..• "U-. • 2-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. p - (u 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Q ,$/ �(/ 1)Uniform Loads(of Sea Standard •1 S1,,er/•• ,\I-`�j♦♦ 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 I� ts� - (�� ♦♦ Vert:1-2=-60,2-3=-60,4-7=-20 /1 t i 111 Concentrated Loads(Ib) Philip J.O'Regan PE No-58126 Vert:5=70(F)11=24(F) MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 Q 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 MiTek®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 roust 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 Injury 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 available from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 1 Job Truss Truss Type Qty I Ply , T8143097 9316T0 T10 I Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:51 2016 Page 1 I D:p75d Nh P W c?NSe5L?bAw2FBziaf4-VrUOM8SMd 1 E W KECv5nw9sGH_pvm5H W pMZosw 1 TzfKss 4-0-0 4-10-0 4-0-0 0-10-0 3 2x4 II Scale=1:12.2 2 = > 4X5 9 I I 1 II 1 rh 1 I r 1 3x4= / 4 1 '1 3x4= 3x6 ;I 0-9-12 2-3-13 4-10-0 0-9-12 1-6-1 2-6-3 Plate Offsets(X,Y)-- 1:0-0-0,0-1-5],[1:0-1-10,0-6-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.02 4-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.02 4-8 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.03 Horz(TL) -0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-0 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 MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=139/Mechanical,1=236/0-3-8 Max Horz 1=39(LC 12) Max Uplift 4=-60(LC 8),1=-75(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-0-0,Exterior(2)4-0-0 to 4-8-4 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)3)This Provide s has drainage to prevent designed for a 10.0 psfrbottom chord live load nonconcurrent with any other live loads. `,��"P��J� O' h1/, 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 `%S . • ..E N d'..--'147.•,4t will fit between the bottom chord and any other members. �..`Q 5)Refer to girder(s)for truss to truss connections. \' o 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 60 lb uplift at joint 4 and 75 lb uplift at 1. No o 5812•• 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. r. * :• 1* 4, • Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 / MINNOW A 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 MiTek®connectors.This design 5 based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the budding designer must verify the applicability of design parameters and properly incorporate this design into the overall betiding design. Bracing Indicated is to prevent buckling or 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/TPI I 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,Ajexandda,VA 22314. Tampa.FL 33610 Job (Truss Truss Type Qty (Ply T8143098 9316T0 T11 Monopitch 7 I 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:52 2016 Page 1 I D:p75dNhP W c?NSesL?bAw2FBziaf4-z 12 PaU S_O LM NyN n5tV ROPUp8MJ4wOzVVnSb UZvzfKsr 4-10-0 4-10-0 Scale=1:13.6 2 - 2x4 I 4.0012 9 � 8 i 1 Mil 1 1 3x4= A 3 A 2x4 L 3x6 :I 0-9-12 4-10-0 0-9-12 4-0-4 Plate Offsets(X,Y)-- [1:0-0-0,0-1-51,[1:0-1-10,0-6-10) LOADING (psf) SPACING- 2-0-0 i CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 i TC 0.19 Vert(LL) 0.02 3-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(TL) -0.02 3-7 >999 180 BCLL 0.0 * Rep Stress lncr YES i WB 0.00 Horz(TL) -0.01 1 n/a n/a BCDL 10.0 Code FBC2014ITPI2007 i (Matrix-M) Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-0 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 ' MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (lb/size) 3=139/Mechanical,1=236/0-3-8 Max Horz 1=45(LC 12) Max Uplift 3=-63(LC 12),1=-72(LC 12) 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.Opst;BCDL=5.0pst;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-8-4 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `,1011111/1/1. 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 ,`0 Q • 0'R //,� will fit between the bottom chord and any other members. ♦ \ F■ 4)Refer to girder(s)for truss to truss connections. `.. Q ,• s., 2 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 63 lb uplift at joint 3 and 72 lb uplift at : •• V F•••,• otntl. No 5812. '•6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. • il a "• �';; , •7 "•.E��∎N llllll"l"" Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. I I Design valid for use only with Mllek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not t a truss system.Before use,the building designer roust verify the applicability of design parameters and properly incorporate this design Into the overall building design. Placing 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,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 IOty Ply T8143099' 9316T0 T12 I Half Hip Girder �12 1 i i Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:53 2016 Page 1 I D:p75dNhPW c?NSesL?bAw2FBziaf4-REcnngTc9fVEZXM HCCydxhMCYjKdIOKe06L15LzfKsq 2-0-0 5-11-0 9-10-0 2-0-0 3-11-0 3-11-0 Scale=1:18.3 NAILED 3.00 12 4x5= NAILED NAILED 2x4 II NAILED 4x5 I 2 12 3 13 14 4 1 1 ui I ri 1 1 3x4= '♦ 7 NAILED 6 NAILED NAILED 5 2x4 II 15 16 17 4x5 I 2x4 I I 8 0-9-12 I 2-0-0 i 5-9-4 I 9-10-0 0-9-12 1-2-4 3-9-4 4-0-12 Plate Offsets(X,Y)-- [4:Edpe,0-3-81,[5:Edge,0-3-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 j TC 0.61 Vert(LL) 0.17 6-7 >609 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.22 6-7 >477 180 BCLL 0.0 * Rep Stress Incr NO WB 0.03 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) 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 9-5-1 oc bracing. I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=283/Mechanical,8=337/0-3-8 Max Horz 8=16(LC 28) Max Uplift 5=-209(LC 5),8=-258(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-449/358,2-3=-401/347,3-4=-401/347 BOT CHORD 1-8=-331/413,7-8=-341/413,6-7=-347/401,5-6=-347/401 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=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left exposed;porch left and right exposed;Lumber DOL=1.60 plate grip ,111111 1 1111111 DOL=1,60 ,So Q J. O'! it1/ 3)Provide adequate drainage to prevent water ponding. 9 P any `��0,Ne.`•\C•E N, ••.IA,. 4)This truss has been designed for 10.0 sf bottom chord live load nonconcurrent with an 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 •• \. F•••, 0. will fit between the bottom chord and any other members. N O 581 2. 6)Refer to girder(s)for truss to truss connections. • 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 209 lb uplift at joint 5 and 258 lb uplift at E. *: • * joint 8. — / • 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. : : • a 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. 'v /� 4 10) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)47 lb down and 122 lb up at 1.Q / / LC/ 2-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. �i� •• ,H ��/ o Q:•• `�* 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). • Sl ` LOAD CASE(S) Standard ,,'',//,.f t 1 A`1„too, 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Philip J.O'Regan PE No.58126 Vert:1-2=-60,2-4=-60,5-9=-20 MITek USA,Inc.FL Cert 6834 Concentrated Loads(Ib) 6904 Parke East Blvd.Tampa FL 33610 Vert:7=69(B)15=29(B)16=29(B)17=29(B) Date: March 1,2016 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Nu Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual balding component,not a truss system.Before use,the building designer roust 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 injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSl/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,Ajexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type !Qty I Ply T8143100 9316T0 T13 Half Hip 1 11 1 i 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:53 2016 Page 1 I D:p75d Nh P W c?NSe5L?bAw2FBziaf4-REcnngTc9fV EZXM HCCydxhMHXjG51 Qte06L15LzfKsq 4-0-0 7-11-6 4-0-0 3-11-6 Scale=1:14.9 4x5= , 2x4 31.00 2 3 I 12 11 i 1 ° i - 3x4 ♦'I 52x4 I 3x8 1I 2x4 I' 0-9-12 4-0-0 7-11-6 0-9-12 3-2-4 3-11-6 Plate Offsets(X,Y)-- [1:0-3-1,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 j Plate Grip DOL 1.25 i TC 0.29 Vert(LL) 0.37 4-5 >255 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.47 4-5 >197 180 BCLL 0.0 * Rep Stress Incr YES WB 0.06 Horz(TL) 0.05 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) I i 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.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-3-9 oc bracing. WEDGE I MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. I REACTIONS. (lb/size) 4=276/Mechanical,1=348/0-3-8 Max Horz 1=32(LC 8) Max Uplift 4=-129(LC 8),1=-141(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=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)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-0-0,Exterior(2)4-0-0 to 7-9-10 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 ,,�r,1m m m i l l i i, 3)Provide adequate drainage to prevent water ponding. `�� Q •,, 07i.///,� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `• A, • F .j 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 �`,QN\••. G E N.c''• i,,-, will fit between the bottom chord and any other members. •. �••'. 6)Refer to girder(s)for truss to truss connectioons. ..7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 129 lb uplift at joint 4 and 141 lb uplift at * N O 581 2 • joint 1. . 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. - / • i Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Celt 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 0 WARNING-Verify 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 MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I 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 I Truss Truss Type I Qty I Ply I T8143101 9316T0 T14 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:54 2016 Page 1 I D:p75d NhP W c?NSesL?bAw2FBziaf4-vQA9?AU Ewyd5BhxUmvTsUwO77kj US?oFm4beozfKsp 6-0-0 6-10-0 6-0-0 0-10-0 Scale=1:14.7 3x6= 4x5 i i 2 3 ] 3.00 12 l ' 11 10 1 1 1 iii 3x4= l*1 4 3x8 I 3x4= I 0-9-12 3-4-1 6-10-0 0-9-12 2-6-5 3-5-15 Plate Offsets(X,Y)-- (1:0-3-1,Edge],[1:0-0-0,0-1-5],[2:0-3-0,0-2-12],]3:Edge,0-3-8],[4:Edge,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.05 4-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.06 4-9 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(TL) 0.01 1 n/a ria BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) 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 MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=231/Mechanical,1=304/0-3-8 Max Horz 1=48(LC 8) Max Uplift 4=-103(LC 8),1=-112(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=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-0-0,Exterior(2)6-0-0 to 6-8-4 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ,`01%111111j/1. 3)Provide adequate drainage to prevent water ponding. ,�O Q J. Q'R ,,� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. %%`Z‘‘\N • �j 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 `. ,.," ,•••G E N s ••' -.9 . 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 103 lb uplift at joint 4 and 112 lb uplift at • * N O 581 2 joint 1. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. - / • .. O• 4 Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MlI-7473 rev.10/03/2015 BEFORE USE.based Design valid for use only with MiTek©connectors.This design is sed only upon individual shown.and is for an inddual building component,nott a truss system.Before use,the building designer roust verify the amicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the tabrcation,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job I Truss I Truss Type i Qty Ply T8143102 9316T0 T15 Monopitch 1 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:54 2016 Page 1 I D:p75dNhP W c?NSesL?bAw2FBziaf4-vQA9?AU Ewyd5BhxUmvTsU W PC7j3Us?oFm4beozfKsp 6-10-0 I i 6-10-0 Scale=1:14.9 2x4 2 3.00 12 J 10 9 c, 1 � -1 1 6 IA 3x4= ♦ 3 3x8 H 2x4 I 0-9-12 6-10-0 I 0-9-12 6-0-4 Plate Offsets(X,Y)-- [1:0-0-0,0-1-51,(1:0-3-1,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.13 3-8 >635 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(TL) -0.15 3-8 >527 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2014JTPI2007 (Matrix-M) 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 MiTek recommends that Stabilizers and required cross bracing i Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=231/Mechanical,1=304/0-3-8 Max Horz 1=53(LC 8) Max Uplift 3=-101(LC 8),1=-111(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;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 6-8-4 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This 3)*This rtruss has been designed for lliive load of 20.psf on the bottom chord in all areasnwhere a rectangle 3-6-0 tall by 2-0-0 wide `,��t 0 a 0'R��4/. will fit between the bottom chord and any other members. �� \,V 0_,,j/ 4)Refer to girder(s)for truss to truss connections. `sbQX .••�G E N S'•' ,, •� 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 101 lb uplift at joint 3 and 111 lb uplift at ; •• F joint 1. No 5812. • ' 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. * : 4./ • V30... .i°:1'14/.. /#4 . •*. i Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 I 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek8 connectors.This design is based only upon parameters shown,and Is for an individual balding component not a truss system.Before use,the building designer roust verify the appiicabillty of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss I Truss Type IOty Ply T6143103 9316T0 T16 1Monopitch !1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:55 2016 Page 1 I D:p75d NhP W e?NSesL?bAw2FBziaf4-OckXC W VthGlyprW g Kd?506RXsX 1 I DJ FxTQgBAEzfKso 7-5-14 7-5-14 Scale=1:15.7 2x4 2 3.0012 I 1 u 10 I I 9 I i 1 j 3x4= 3 3x6 J 2x4 I 0-9-12 7-5-14 I 0-9-12 6-8-2 Plate Offsets(X,Y)-- [1:0-0-0,0-1-5),[1:0-3-1,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.19 3-8 >466 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.23 3-8 >377 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 1 n/a n/a BCDL 10.0 ; Code FBC2014/TPI2007 (Matrix-M) 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 I MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=257/Mechanical,1=330/0-3-8 Max Horz 1=58(LC 8) Max Uplift 3=-112(LC 8),1=-120(LC 8) FORCES. (lb)-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=5.0pst;BCDL=5.Opsf;h=25ft;B=45tt;L=24ft;eave=4ft;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 7-4-2 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This 3)*This rtruss has designed for designed foar ali elload of 20.Opsf on the bottom nonconcurrent all are any a rectangle 3-6-0 tall by 2-0-0 wide ,`,,t\P��J. 0 will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. .��Q•\••'\C E N S••GT4,0 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 112 lb uplift at joint 3 and 120 lb uplift at •• V F•'•, ;pint 1. No 5812 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. * •. i . :.: ill' Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Celt 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 ..r. I 0 WARNING-Verify 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 MITek®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 roust 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 oNy. 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 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII 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 Truss Truss Type Qty 'Ply T8143104 9316T0 T17 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:55 2016 Page 1 I D:p75d NhPW c?NSesL?bAw2FBziaf4-OckXCW VthGlyprW g Kd?506RXVX0 H DI IxTQg8AEzf Kso 8-0-0 9-3-6 8-0-0 1-3-6 Scale=1:17.4 4x5= 2x4 I I 2 3 3.00 12 1 ._ 1 I 11 10 I 1 q �- e ] l _ 3x4= V ti 4 3x8 H 3x5= 0-9-12 I 8-0-0 9-3-6 0-9-12 7-2-4 1-3-6 Plate Offsets(X,Y)-- [1:0-3-1,Edge],11:0-0-0,0-1-5],[2:0-2-8,0-2-8],[4:0-1-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.28 4-9 >396 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.35 4-9 >309 180 BCLL 0.0 * Rep Stress Incr YES WB 0.09 Horz(TL) 0.03 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) 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. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=330/Mechanical,1=401/0-3-8 Max Horz 1=64(LC 8) Max Uplift 4=-146(LC 8),1=-149(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-268/170 WEBS 2-4=-382/298 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=S.Opsf;BCDL=S.Opsf;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 8-0-0,Exterior(2)8-0-0 to ,,1111111!ll,,i 9-1-10 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown; `0� J. 0 'I. Lumber DOL=1.60 plate grip DOL=1.60 �•% �\,`\Q......... I,, 3)Provide adequate drainage to prevent water ponding. `'%Q�.• C E N S'.' 'S,1,0• 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, ♦ V '$' S`•`This to ss has been designed for a li re i.oad of 20.Opsf••on the bottom chard in all areas Where a rectangle 3-6-C ta!by 2-0-0 Wide i • No 5812. 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 146 lb uplift at joint 4 and 149 lb uplift at = : joint 1. �'O• • • 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. •. Ie i,a •;Ili Z. i i�iti,Il 11111,E •S Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 tat 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 MITeke connectors.this design is based only upon parameters shown,and Is for an Wilviduat building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing 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/TPI I 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 i Qty Ply T8143105 9316T0 I T18 Half Hip 11 1 Job Reference(optional) I Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:56 2016 Page 1 ID:p75dNhPWc?NSe5L?bAw2Feziaf4-solvPrW VSatoQ?5suKW KZK_kEwMEykl5i4ZhigzfKsn 6-0-0 9-10-0 6-0-0 3-10-0 Scale=1:18.3 4x5 2x4 I I 3.00112 2 12 3 4 11 10 c 1 w la 3x5= e' l 4 3x8 I I 3x5= 0-9-12 6-0-0 9-10-0 0-9-12 5-2-4 I 3-10-0 Plate Offsets(X,Y)-- (1:0-3-1,Edge],11:0-0-0,0-1-5],(4:0-2-0,0-1-8] 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 0.45 Vert(LL) 0.26 4-9 >442 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.36 4-9 >327 180 BCLL 0.0 • Rep Stress Incr YES WB 0.14 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:39 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-10-7 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing ' Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer i Installation guide. REACTIONS. (lb/size) 4=352/Mechanical,1=423/0-3-8 Max Horz 1=48(LC 8) Max Uplift 4=-162(LC 8),1=-166(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-452/353 BOT CHORD 1-4=-377/415 WEBS 2-4=-397/319 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. /111111/11/11 9-8-4 II; Pzzone;cantilever left exposed R porch left and right ght expo ed;C-C)for members and forces&MW FRS orOreactions(shown; to `,`,\�\P.J. 0,RI�>,,I Lumber DOL=1.60 plate grip DOL=1.60 `�QNC..' G E N s•..9,4,•i• 3)Provide adequate drainage to prevent water ponding. i 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 5812. 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. t 6)Refer to girder(s)for truss to truss connections. - /../ • .. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 162 lb uplift at joint 4 and 166 lb uplift at 7'G joint 1. T.1-1 '. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �Q / # <C/ >c ;1,,,; 'l t A - ..,00 Philip J.O'Regan PE No.58126 MITek USA,Inc.Ft.Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 NH, Q WARNING-Verify 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 MITek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate the design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TP11 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,P exadrfa,VA 22314. Tampa,FL 33610 'Job Truss ITruss Type 'Qty IPly T8143106, 9316T0 T19 I Half Hip 11 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:57 2016 Page 1 I D:p75dN hP W c?NSe5L?bAw2FBziaf4-K?rldB W 7Dt?f29g3R21 Z6XXwyKhxh9mExkJ FE7zfKsm 4-0-0 9-10-0 4-0-0 5-10-0 Scale=1:18.3 4x5= 300112 3x4 II 2 11 12 3 10 I Y r 1 0 3x5= AL 4 AI 3x8 H 3x6= 0-9-12 4-0-0 9-10-0 0-9-12 1 3-2-4 5-10-0 Plate Offsets(X,Y)-- [1:0-3-1,Edge],[1:0-0-0,0-1-51,[2:0-2-12,0-2-01 LOADING (psf) SPACING- 2-0-0 j CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.21 4-9 >564 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.29 4-9 >404 180 BCLL 0.0 * Rep Stress Incr YES WB 0.32 Horz(TL) 0.01 4 n/a rsa BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:41 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-3-3 oc bracing. WEDGE 1 MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=352/Mechanical,1=423/0-3-8 Max Horz 1=32(LC 8) Max Uplift 4=-165(LC 8),1=-176(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-616/516 BOT CHORD 1-4=-525/579 WEBS 2-4=-466/391 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;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 Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-0-0,Exterior(2)4-0-0 to �`001111/1i, 8-2-15 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown; ,,fit Q , 0'R 4II, Lumber DOL=1.60 plate grip DOL=1.60 �% \\■ . .... . 1i 2)Provide adequate drainage to prevent water ponding. ♦♦% `�` •• G E N S`•' -9,/,' 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •• V •.•. 4. 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 • No 5812• will fit between the bottom chord and any other members. - 5)Refer to girder(s)for truss to truss connections. r. *•• • •'* 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 165 lb uplift at joint 4 and 176 lb uplift at = joint 1. 'O • a Z' 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. `;p J 1U4 -„,ss •∎ !�C?%- ie +• At11`tO% ► Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 1 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 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 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 building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 Fl.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply T8143107 9316T0 T20 !Half Hip Girder I 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:57 2016 Page 1 I D:p75d NhP W c?NSesL?bAw2FBzi af4-K?rldB W 7Dt?f29g3R21 Z6XXxzKc5hD?ExkJ FE7zfKsm 2-0-0 6-0-0 2-0-0 4-0-0 Scale=1:11.4 NAILED 4x5= NAILED 5.00112 2 9 3__XF7 1 III i 1 i I O! a 1 a I A 1 e to � H )1\1 10 4 5 2x4 I NAILED 3x6 I 2-0-0 6-0-0 2-0-0 4-0-0 Plate Offsets(X,Y)-- (1:0-2-8.0-1-1] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.12 4-5 >582 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.30 4-5 >239 180 BCLL 0.0 * Rep Stress Incr NO WB 0.05 Horz(TL) 0.15 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:21 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 9-2-10 oc bracing. WEBS 2x4 SP No.3 ; MiTek recommends that Stabilizers and required cross bracing I WEDGE I be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 3=118/Mechanical,4=136/Mechanical,1=257/0-5-8 Max Horz 1=24(LC 8) Max Uplift 3=-55(LC 4),4=-6(LC 5),1=-33(LC 8) Max Gray 3=118(LC 1),4=141(LC 3),1=257(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-262/80 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);Lumber DOL=1.60 plate grip DOL=1.60 ,to%1111/11/1. 3)Provide adequate drainage to prevent water ponding. �� I� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �••S \Q `1' A� 1, ■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 44 s'.••'........E N C9 Ili will fit between the bottom chord and any other members. �� rt .''\,\ ' • �i• 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 55 lb uplift at joint 3,6 lb uplift at joint 4 No 5812. and 33 lb uplift at joint 1. r. *: •.* 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. • / • 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. .--0 a• 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)26 lb down and 11 lb up at . /-f (L 2-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. '..•Q / / f 4/ 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). .0_ S •H •,/ O Q• ��' '47 LOAD CASE(S) Standard II tS / '• \ 0. 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 iiii, 1. A,�0'.- Uniform Loads(plf) Vert:1-2=60,2-3=-60,4-6=-20 Philip J.®'Regan PE No.58126 Concentrated Loads(Ib) MITek USA,Inc.FL Cert 6634 Vert:5=-25(B)10=-11(B) 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 Nut 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*61.7473 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 an individual bidding 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. 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/TPI I 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 T8143108 9316T0 T20A i Roof Special Girder it I 1 i I i Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 S Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:58 2016 Page 1 I D:p75d N hP W c?NSesL?bAw2FBzi af4-oB PggXXI__B7W gI FF?IYoe136Mkx2QgLOA02onZztKsl 2-0-0 4-3-8 6-0-0 2-0-0 2-3-8 1-8-8 Scale=1:13.3 4 7, 1 NAILED 4x5= 4x5= 5.00 12 2 3 .i 1 l 1 N 9 1 OOP' I 5 7 2x4 I 6 2x4 ��. 3x6 2-0-0 I 4-3-8 6-0-0 2-0-0 2-3-8 1-8-8 Plate Offsets(X,Y)-- (1:0-2-8,0-1-1) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell LJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.15 6-7 >463 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -0.36 6-7 >199 180 BCLL 0.0 ` Rep Stress lncr NO WB 0.04 Horz(TL) 0.05 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 4=49/Mechanical,5=197/Mechanical,1=254/0-5-8 Max Horz 1=44(LC 8) Max Uplift 4=-19(LC 8),5=-20(LC 5),1=-25(LC 8) 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=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,.0111111/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 ` ‘‘ 4 0' ��, will fit between the bottom chord and any other members. \ F ie 6)Refer to girder(s)for truss to truss connections. ∎NQ•r�\: Job Truss ITruss Type Qty Ply T8143109 9316T0 T21 Half Hip 3 1 i ! Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:58 2016 Page 1 I D:p75d NhP W e?NSe5L?bAw2FBziaf4-oBPgc1XXI_B7 W g I FF?IYoe136fk02Qg lOAO2onZzfKsl 4-0-0 6-0-0 I i 4-0-0 2-0-0 Scale=1:15.8 4x5= 2 3 5.00 12 9 0 <h N 1 5 4 2x4 I I 3x5 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 (psf) SPACING- 2-0-0 CSI. DEFL. in (loo) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.11 5-8 >639 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.25 5-8 >287 180 BCLL 0.0 * Rep Stress Incr YES WB 0.04 Horz(TL) 0.12 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 3=58/Mechanical,4=179/Mechanical,1=238/0-5-8 Max Horz 1=48(LC 12) Max Uplift 3=-27(LC 8),4=-17(LC 12),1=-17(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-0-0,Exterior(2)4-0-0 to 5-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. ,1111111111111/1., 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 %%% \Q `�' A. 'I,1,10 will fit between the bottom chord and any other members. '`X\\\,,••G•E N C'9 °, 6) Refer to girder(s)for truss to truss connections. ■ Q .• N.,.\ St' *.2 :• 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 27 lb uplift at joint 3,17 lb uplift at joint 4 and 17 lb uplift at joint i. ft • N o 5812. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. *; .No .. \ms4.� . : ' S s --/ril m li1111 Philip J.O Regan PE No.58126 MIT*USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 / f r_Ml• pa Q 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 MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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 6904 Parke East Blvd. fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSi/TPI I Quality Criteria,DSB-89 and BCSI Building Component Tampa.04 Parke East Safety Information available from Truss Hate institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Job Truss Truss Type IQty I Ply I I T8143110 19316T0 T22 I Roof Special 1 1 i Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:07:59 2016 Page 1 ID:p75dNhPWc?NSesL?bAw2FBziaf4-GNz22tYNIVFNHSgRZT31 BycH08Om97sXO2oMJ?zfKsk 2-11-8 3-11-0 1 6-0-0 2-11-8 0-11-8 2-1-0 Scale=1:14.8 4x5= ;:2236 LI = . 1 . ! 4 r 7 1 0 J 1 1 1 1 =I 62x4 5 3x4= 3x6 II 2-11-8 6-0-0 2-11-8 3-0-8 Plate Offsets(X,Y)-- 11:0-1-11,0-4-13],11:0-0-0,0-1-61,12:0-2-8,0-2-41 LOADING (psf) SPACING- 2-0-0 I CSI. ( DEFL. in (loc) 1/dell Ud ! PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 ! TC 0.36 Vert(LL) 0.08 6 >936 240 i MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.19 6 >374 180 BCLL 0.0 * Rep Stress Incr YES j WB 0.02 Horz(TL) 0.11 4 n/a n/a ! BCDL 10.0 Code FBC2014lTPI2007 I (Matrix-M) Weight:22 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 ' MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 4=141/Mechanical,5=97/Mechanical,1=238/0-5-8 Max Horz 1=24(LC 12) Max Uplift 4—38(LC 9),1=-23(LC 12) Max Gray 4=141(LC 1),5=103(LC 3),1=238(LC 1) 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=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-11-0,Interior(1)3-11-0 to 5-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,`,tt 11111 i 1,`, 3)Provide adequate drainage to prevent water ponding. %• /1 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �•S \Q J• �'-F •�•j 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 ,N� `Z\\\.,••GCE N S•..1,4,' will fit between the bottom chord and any other members. 4* t .'•\,� 4 ••2 6)Refer to airder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 38 lb uplift at joint 4 and 23 lb uplift at No 581 2 joint 1. ` *: .* 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. • i • Philip J.O'Reoan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 r • mit Q WARNING-Verify 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 MITck®connectors.This design is based only upon parameters shown,and is for an individual!wilding 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. 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 tracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss I Truss Type Qty Ply I T8143111 9316T0 T23 1Common Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:08:00 2016 Page 1 I D:p75dNhPW c?N SesL?bAw2FBziaf4-kaXQFDZ?W oN EvcOe7AaGj98V2YgzuahgdiXVrRzf Ksj 2-11-8 5-11-0 2-11-8 2-11-8 Scale:1".1' 4x5= 2 5.00 12 glii r; d; 3 I 1 r, j r 10 4 2x4 2x4 I 2x4 5-11-0 I 5-11-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lot) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 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 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:19 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS. (lb/size) 1=107/5-11-0,3=107/5-11-0,4=219/5-11-0 Max Horz 1=14(LC 11) Max Uplift 1=-20(LC 12),3=-20(LC 12),4=-8(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=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=2ft Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/I-PI 1. 4)Gable requires continuous bottom chord bearing. `,, it U U II I l t t i�� 5)Gable studs spaced at 1-4-0 oc. �%. Q J. O'/� ,� 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `� �V F �j 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 `sNIINO•••\G•E N S''•.•14∎� will fit between the bottom chord and any other members. • V ■ ■8)Provide mechanical connection! others)of truss to.bearing plate ! of withstanding 20 lb uplift t joint 1 n I lift at joint 3 ._ "de met._..._ corm ;by others) caDab e 20 lb a-; 20 lb p...a-j_ t N O 5812 e and 8 lb uplift at joint 4. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. r. * :• • •.::-5.3". iti •::11: : /11111l1 Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Gert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. tat Design valid for use only with MITek®connectors.this design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the 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 injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPi t 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 1 Ply T8143112 9316T0 T24 Common I2 1 1 1 I I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:08:00 2016 Page 1 I D:p75d NhPW c?NSe5L?bAw2FBziaf4-kaXQF DZ?W oN EvcOe7AaGj 98QZYIjuaUgdiXvrRzfKsj 5-11-8 6-9-0 5-11-8 0-0-8 Scale=1:19.1 2 y 5.0012 7 1 1 I qI 1 Yl to 3 3x4= 3x6 2-10-10 6-0-0 2-10-10 3-1-6 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 (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.06 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 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 1 n/a n a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) 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 MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 i be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=157/Mechanical,3=81/Mechanical,1=237/0-5-8 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=237(LC 1) FORCES. (lb)-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=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-11-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,111111111111 will fit between the bottom chord and any other members. ,,�0�P •J. O7:i.14 � 4) Refer to girder(s)for truss to truss connections. N G 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 ```Qse.••�C E N S•• IA_#'0 joint 1. �' �• 0.• "c id pitch breaks ne heels"Memb fixity model was used in the analysis and desi n•of truss. = 6) emi-rig: b:e me udi._ Member end 'y mods.v: _us_ ::. ana ys f this s. No o 5 81 2. *: :* 530\ 1/7,fip.. .,..444141. Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6834 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,201611/ till Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use oNy with MiTek®connectors.This 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 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 injury 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 BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Nexandria VA 22314. Tampa.FL 33610 J Job Truss !Truss Type l Qty 1 Ply 1 I T8143113 9316T0 T25 Common Supported Gable II 1 1 j Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:08:01 2016 Page 1 I D:p75dNhP W c?NSe5L?bAw2F Bziaf4-Cm5oTZZdG6V5Xmzggu6VGNhiYxBOd 17gsMHSOurtKsi 5-11-8 11-11-0 5-11-8 5-11-8 Scale=1:19.1 4x5= 5 5.00 r 12 4 �� 6 i 7 3 J I �i 18 17 r l 1 I III 8 2 I I I I ii i 9 Jt� •K:.•.•.•.❖.•K.K❖.❖.t.❖1•.•.❖.:K:K❖.❖.•••:i:K:.•.•. ❖.•.•.•.❖.:K:K1•.•.•.❖.•.❖.•�.•.❖.•.•.❖.•.•.❖••.•❖gf:❖g:ig.��••❖:Kg:.•.�••.•.•••�❖:K:K.••••❖:••••❖K.❖.•.•.•.•.❖.❖ ::i:ESK.•: O 16 15 14 13 12 11 10 3x4 3x4 11-11-0 1 11-11-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:48 lb FT=20% i I LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 11-11-0. (Ib)- Max Horz 1=-30(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,9,14,15,16,12,11,10 Max Gray All reactions 250 lb or less at joint(s)1,9,13,14,15,16,12,11,10 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;5=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)0-3-1 to 3-3-8,Exterior(2)3-3-8 to 5-11-8,Corner(3)5-11-8 to 8-11-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry 4)All Gable are 2x4sMT20 unless otherwise indicated.d building designer as per ANSI/TPI 1. `,s,%\Q 1�! OI R_F''�� 5)Gable requires continuous bottom chord bearing. ,'\\• . E N . • .Q , 6)Gable studs spaced at 1-4-0 oc. ..s \ $ y 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •• V F•••. 8) This truss has been designed for e load npst the bottom chord in all areas where r ctangle 3-6 tall by -0 wide : NO 581 2 •Th._ s ha_ design_ r a live of 2C. _.on e _ _ c.. pea_ . a e_. 6 0._.. - =0 w:. will fit between the bottom chord and any other members. ; •• 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,9,14,15,16, : *: 1* 12,11,10. — 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ;"0 *, a � P.0 a Or" O \- `� •. Philip J.O'Regan PE No.58126 MfTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI!-7473 rev.10/03/2015 BEFORE USE. / Design valid for use only with Mllek®connectors.this 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 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/TPl1 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 1 Job Truss Truss Type I Oty Ply T8143114 '9316T0 T26 Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 S Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:08:02 2016 Page 1 ID:p75dNhPWc?NSesL?bAw2FBziaf4-gyfBgvaGt Ody8wYOEbdkpaEhJLJyML6z4000wKzf Ksh 6-0-0 11-0-10 15-11-8 20-10-6 25-11-0 31-11-0 6-0-0 i 5-0-10 4-10-14 4-10-14 5-0-10 6-0-0 I Scale=1:53.7 NAILED NAILED NAILED NAILED NAILED NAILED 6x6 NAILED = 3x4= 2x4 5x6= 3x4= 6x6= 5.00 12 NAILED NAILED NAILED NAILED 2 20 21 22 3 2324 25 4 5 26 27 6 28 29 30 7 Sl 1 1 „ I n Ill gl - I la 1 . I I ..1, CI I- `1 1 8 m i 1■ n1 n �n nn 1n - nn 71 fin nL n1 ,�• in nn nl� n1 lo_ 31 32 13 33 34 12 35 36 11 37 38 10 39 40 9 41 42 6x8= NAILED NAILED 2x4 NAILED 3x8= 7x14 MT2OHS= NAILED 3x8= NAILED 2x4 NAILED NAILED 6x8= NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 6-0-0 11-0-10 i 15-11-8 20-10-6 l 25-11-0 I 31-11-0 6-0-0 5-0-10 4-10-14 4-10-14 5-0-10 6-0-0 Plate Offsets(X,Y)-- [_2:0-3-12,0-2-8],[7:0-3-12,0-2-8],110:0-2-12,0-1-K112:0-2-12,0-1-8j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.43 11 >883 240 MT20 244/190 TCDL 10.0 i Lumber DOL 1.25 BC 0.94 Vert(TL) -1.09 11-12 >352 180 MT2OHS 187/143 BCLL 0.0 ` Rep Stress Incr NO WB 0.63 Horz(TL) 0.25 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:165 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP SS*Except* TOP CHORD Structural wood sheathing directly applied or 2-3-10 oc purlins. 5-7,2-5:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-11-14 oc bracing. BOT CHORD 2x4 SP SS ' MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3*Except* be installed during truss erection,in accordance with Stabilizer 2-12,7-10:2x4 SP No.2 I Installation guide. WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=2412/0-5-8,8=2385/0-5-8 Max Horz 1=37(LC 24) Max Uplift 1=-271(LC 8),8=-241(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-4883/551,2-3=6800/780,3-4=-7472/848,4-6=-7472/848,6-7=-6798/773, 7-8=-4876/529 BOT CHORD 1-13=-457/4426,12-13=-460/4414,11-12=-709/6795,10-11=-701/6793,9-10=-439/4406, 8-9=-435/4418 WEBS 2-13=0/356,2-12=-287/2794,3-12=-1069/245,3-11=-80/802,4-11=-516/175, 0%111111g II 6-11=-88/804,6-10=-1069/249,7-10=-303/2800,7-9=0/349 ,,,�\P J O,n IIII NOTES- %,`A\� C•E N••-°'4'�°i 1)Unbalanced roof live loads have been considered for this design. �� Q .••N.,\ SF••�� •■ 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=32ft eave=4ft;Cat. NO 5812 I. II;Exp B;End.,GCpi=0.18;MW FRS(directional);Lumber DGL=1.60 plate grip DOL=1.60 • • 3)Provide adequate drainage to prevent water ponding. r. * 1* 4)All plates are MT20 plates unless otherwise indicated. = i 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. =-fl 1 • a 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 - .t 4 LU will fit between the bottom chord and any other members. I Q f / ♦ 4/ 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except t=lb i • Job Truss Truss Type I Qty Ply i T8143114• 9316T0 T26 i Hip Girder !1 1 I I I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:08:02 2016 Page 2 I D:p75d Nh P W c?N SesL?bAw2FBziaf4-gyfBgvaG 1 Qdy8wY0EbdkpaEhJ LJyM L6z4000wKzf Ksh LOAD CASE(S) Standard Concentrated Loads(lb) Vert:2=-97(F)5=-97(F)7=-97(F)13=-61(F)11=-61(F)4=-97(F)9=-61(F)21=-97(F)22=-97(F)23=-97(F)25=-97(F)27=-97(F)28=97(F)29=-97(F)31=-116(F) 32=-159(F)33=-61(F)34=-61(F)35=-61(F)36=-61(F)37=-61(F)38=-61(F)39=-61(F)40=-61(F)41=-159(F)42=-77(F) Q WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mil Design valid for use only with Milek®connectors.This design is based only upon parameters shown.and is for an individual buNding 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. 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,seeANSUlPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Flute Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss I Truss Type I co.„ Ply l T8143115, 9316T0 T27 I Hip I 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:08:03 2016 Page 1 ID:p75dNhPWc?NSesL?bAw2FBziaf4-99DZtFbuojlpm47Co18zLomp Ihb5sS7JgmZSmzfKsg 8-0-0 15-11-8 23-11-0 31-11-0 8-0-0 7-11-8 7-11-8 8-0-0 Scale=1:53.7 4x10= 2x4 H 4x10= 5.00 12 2 16 3 17 4 ._ 18 q q 15 ,,, m 1 5 t ! km iol ICil 101 8 7 6 6x6= 2x4 I 5x8= 2x4 I! 6x6= 8-0-0 15-11-8 23-11-0 31-11-0 8-0-0 7-11-8 7-11-8 8-0-0 ' Plate Offsets(X,Y)-- [1:0-0-5,0-3-01,[2:0-6-8,0-2-0),[4:0-6-8,0-2-0),[5:0-0-5,0-3-0),[7:0-4-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/defl Lid i PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.19 7-8 >999 240 I MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.52 7-8 >740 180 BCLL 0.0 " Rep Stress Incr YES WB 0.37 Horz(TL) 0.13 5 n/a n/a I BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) j Weight:139 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2"Except" TOP CHORD Structural wood sheathing directly applied. 2-4:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 9-2-14 oc bracing. BOT CHORD 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer WEDGE 1 Installation guide. Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1277/0-5-8,5=1277/0-5-8 Max Horz 1=50(LC11) Max Uplift 1=-141(LC 12),5=-141(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2447/496,2-3=-2938/629,3-4=-2938/629,4-5=-2447/491 BOT CHORD 1-8=-385/2174,7-8=-382/2180,6-7=372/2180,5-6=-375/2174 WEBS 2-8=0/305,2-7=-165/972,3-7=-549/213,4-7=-163/972,4-6=0/305 NOTES- 1)Unbalanced roof live loads have been considered for this design. `111111111/// 2)II;Exp B;Encl.,lGCp 110.18;MWFRS(directional)onal)and C-C Exterior(2)0-0-0 Po 362 5,lnterior(11)3-2-5 fito 8 050,Exterlor(2)8-0-0 tto Cat. ,�0� \? J. 0°1i,i,j 28-5-3,Interior(1)28-5-3 to 31-11-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip V.Js•••GCE N e• '' DOL=1.60 � Q .••\,\ SF••:le ti•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. No 5 81 2 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide *; •,* will fit between the bottom chord and any other members. - / • 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) :-0; i 1=141,5=141. p:• /�, J 1.(/ 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. O J+/ ♦ • 4/ • Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MIF7473 rev.10/03/2016 BEFORE USE. Design valid for use only with MiTek®connectors.Ibis design is based only upon parameters shown,and is for zs 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 building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I 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 T8143116, 9316T0 T28 Hip 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:08:04 2016 Page 1 I D:p75dNhP W c?NSe5L?bAw2FBziaf4-dLmx5bcW Z 1 tgO DIPMOfCu?J5K905q LMGYKV7_Dzf Ksf 7-10-0 10-0-0 15-11-8 21-11-0 . 24-1-0 31-11-0 7-10-0 2-2-0 5-11-8 5-11-8 2-2-0 7-10-0 Scale=1:53.8 4x10= 2x4 11 4x10= 3 19 20 4 21 22 5 2x4 5.00 i r—l2 2x4\\ .N7 6 2 18 23 o 17 24 m v II 7 1 ro�Q ate, 10 9 8 3x4= 5x8= 3x4= 6x6= 6x6= 10-0-0 15-11-8 I 21-11-0 31-11-0 i 10-0-0 5-11-8 5-11-8 10-0-0 Plate Offsets(X,Y)-- [1:0-0-1,0-3-0),[3:0-6-8,0-2-0],[5:0-6-8,0-2-0],[7:0-0-1,0-3-0],(9:0-4-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.19 10-13 >999 240 MT20 244/190 TCDL 10.0 I Lumber DOL 1.25 BC 0.89 Vert(TL) -0.54 10-13 >710 180 BCLL 0.0 • Rep Stress Incr YES WB 0.20 Horz(TL) 0.11 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:151 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-0-8 oc bracing. WEBS 2x4 SP No.3 I MiTek recommends that Stabilizers and required cross bracing WEDGE � be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 I Installation guide. REACTIONS. (lb/size) 1=1277/0-5-8,7=1277/0-5-8 Max Horz 1=62(LC 11) Max Uplift 1=-141(LC 12),7=-141(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2434/516,2-3=-2210/490,3-4=-2338/539,4-5=-2338/539,5-6=-2210/490, 6-7=-2434/516 BOT CHORD 1-10=-413/2170,9-10=-316/2007,8-9=-309/2007,7-8=-406/2170 WEBS 2-10=-322/174,3-10=-60/452,3-9=-122/523,4-9=-414/175,5-9=-122/523,5-8=-60/452, 6-8=-322/174 NOTES- 11111111i1I 1)Unbalanced roof live loads have been considered for this design. `�� J •Q r `i,, 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=32ft;eave=4ft;Cat. ``• \\�\?••• AFC /�o II;Exp 26-5-3,BInterior(1)26-5-31 to 31-11 0 zone;C-C folr members andrforces&MW FRS forlreactions shown;Lumber DOL=1.60 p 10-0-0 to late grip ♦♦■`Q�,••\„. C'E N°$ 'j'�°i DOL=1.60 3)Provide adequate drainage to prevent water ponding. N No 5812 • 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. -17 : a :: 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) . ,• �/4 4 :1 1=141,7=141. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. %,� • "� •,/ Q Q \�� ,,,/s�1T1/11�11+�o Philip J.O'Regan PE No.58126 MTTek USA,Inc.FL Gert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 IMINIM A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1 Design valid for use only with MiTeke>connectors.This design is based only upon parameters shown,and Is for an individual building 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 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 requited 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/TPI I Quality Criteria,DSB-89 and BCSt Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.tee Street,Suite 312,Nexandria,VA 22314. Tampa.FL 33610 IJob ITruss ITruss Type l Qty Ply 18143117 ■ 9316T0 11T29 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:08:05 2016 Page 1 I D:p75dNh P W c?NSesL?bAw2FBziaf4-5XKJ Iwd8KL?XO N H bvjARQD59jZMoZp?Pn_FgXfzfKse 6-0-6 12-0-0 19-11-0 25-10-10 31-11-0 6-0-6 5-11-10 7-11-0 l 5-11-10 6-0-6 Scale=1:53.8 4x5- 4x5= 3 18 19 20 214 5.00 NT �_ '1 2x4\\ 17 22 2x4// cA 5 2 �o 16 23 th 1 6 4 Rai LI •• B— j°l o ix, -- ►, -0, 9 8 7 *mu 3x4= 5x6= 3x4= 6x6 6x6= 8-0-2 15-11-8 23-10-14 31-11-0 8-0-2 7-11-6 7-11-6 8-0-2 Plate Offsets(X,Y)-- [1:0-0-1,0-3-0],[3:0-2-12,0-1-12],[4:0-2-12,0-1-12),[6:0-0-1,0-3-O],[8:0-3-0,0-3-4] LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TOLL 20.0 I Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.15 8-9 >999 240 MT20 244/190 TCDL 10.0 I Lumber DOL 1.25 BC 0.80 Vert(TL) -0.45 8-9 >855 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.17 Horz(TL) 0.13 6 n/a n/a BCDL 10.0 I Code FBC2014/TPI2007 (Matrix-M) Weight:148 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except* TOP CHORD Structural wood sheathing directly applied. 3-4:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-11-3 oc bracing. BOT CHORD 2x4 SP No.2 I MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer WEDGE Installation guide. i Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1277/0-5-8,6=1277/0-5-8 Max Horz 1=75(LC 11) Max Uplift 1=141(LC 12),6=-141(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2527/512,2-3=-2336/496,3-4=-1893/431,4-5=-2336/496,5-6=-2527/512 BOT CHORD 1-9=-428/2268,8-9=-303/1826,7-8=-296/1826,6-7=-421/2268 WEBS 2-9=-297/158,3-9=-50/459,4-7=-50/459,5-7=-297/158 NOTES- 1)Unbalanced roof live loads have been considered for this design. 0111 1111.11 2)II;Exp 7-10; 10.18;MWFRS(directional)and C1C Exterior(2)O-O-O Po 3-PSDInte or(1)3-2-5 ftto 12-0-0,Exterior(2)12 f0-0 to `%%0,\Q ` . 0'/i it 24-5-3,Interior(1)24-5-3 to 31-11-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip ��se\\.,••G E N G•9 •'i∎ DOL=1.60 �� Q •••V\ SF••.I 1i•31 Provide adequate drainage to prevent water ponding. • No 5812• 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .. • 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide *' * will fit between the bottom chord and any other members. = : 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) :-0• •• 1=141,6=141. 't530... ,Z , •�((/ 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. / / ♦ (V• ,, s/ , �$',� A , I Philip J.O'Repan PE No.58126 MfTek USA,Inc.FL Cart 6834 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 ■ Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIb7473 rev.10/03/2015 BEFORE USE. I Design valid for use only with MiTek®connectors.This design is based only upon parameters shown.and is for an individual building component,not �t a truss system.Before use,the building designer roust 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 injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 i Job ITruss ITruss Type IQty I Ply T8143118 9316T0 T30 ROOF TRUSS 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:08:06 2016 Page 1 I D:p75d NhPW c?NSe5L?bAw2 F Bziaf4-Zkuh W Gdm5e7OdXsnTRhgz000ByhM ICGZ?e_D35zf Ksd 8-0-2 11-11-8 i 14-0-0 15-11-8 , 17-11-0 19-11-8 i 23-10-14 31-11-0 8-0-2 3-11-6 2-0-8 1-11-8 ' 1-11-8 2-0-8 3-11-6 8-0-2 Scale=1:54.7 4x5= 4x5= 4 5 3x4% 3x4 5.00 112 3 3x4 22 14 23 3x4 13 2x4 II 2 2x4 II I 7 O c, it N 21 I , 24 I 1 I I I 8 o rj, al O. f ■� q �i ■t 12 11 10 9 6x6= 2x4 I 8x10= 8x10= 2x4 ,.I 6x6= 8-0-2 11-11-8 15-11-8 19-11-8 23-10-14 31-11-0 8-0-2 3-11-6 4-0-0 4-0-0 3-11-6 8-0-2 Plate Offsets(X,Y)-- [1:0-0-5,0-3-0],[8:0-0-5,0-3-0],[10:0-4-12,Edge],[11:0-4-12,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.33 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.51 9-10 >753 180 BCLL 0.0 . Rep Stress Incr YES l WB 0.43 Horz(TL) 0.11 8 n/a n/a BCDL 10.0 Code FBC2014ITPI2007 . (Matrix-M) Attic -0.24 10-11 393 360 Weight:174 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins. BOT CHORD 2x4 SP No.1 `Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 10-11:2x10 SP No.2 JOINTS 1 Brace at Jt(s):13,14 WEBS 2x4 SP No.3 I MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 1=1318/0-5-8,8=1318/0-5-8 Max Horz 1=87(LC11) Max Uplift 1=-116(LC 12),8=-116(LC 12) Max Gray 1=1413(LC 18),8=1413(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2814/408,2-3=-2497/393,3-4=-832/224,5-6=-832/224,6-7=-2497/393, 7-8=-2814/408,4-5=-765/216 BOT CHORD 1-12=-314/2580,11-12=-314/2580,10-11=-209/2275,9-10=-307/2524,8-9=-307/2524 WEBS 7-10=-645/144,2-11=-645/144,3-11=-41/626,6-10=-41/626,3-13=-1543/187, 13-14=-1519/186,6-14=-1543/187 00%1111111i ICI NOTES- ,,%%,��,\?.•,..O R�tj,�il 2)Wind: roof live loads have been considered for (3 second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=32ft;eave=4ft;Cat. �`, N„. G E S�•• !.,,� II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-2-5,Interior(1)3-2-5 to 14-0-0,Exterior(2)14-0-0 to i 17-11-0,interior(i)22-5-3 to 31-11-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate NO 5812 • 1. grip DOL=1.60 r. * : 1* - 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. • -0• it 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 .. `//, , :(u z. will fit between the bottom chord and any other members. ` • Y / 6)Ceiling dead load(5.0 psf)on member(s).3-13,13-14,6-14 0 •. / O Q \ • 7)Bottom chord live load(40.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.10-11 e , �4, .• G`,� 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �j� S� / �� `• 9)"Semi-rigid piittchbreaks including heels”Member end fixity model was used in the analysis and design of this truss. ,�1�>II t I AI III,,` 10)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 ■ Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll•7473 rev.10/03/2015 BEFORE USE. 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 system.Before use,the building designer roust verify the applicability of design parameters 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 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,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 I Job 'Truss Truss Type I Oty Ply 18143119 9316T0 T31 ROOF TRUSS ;3 1 I I I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:08:07 2016 Page 1 I D:p75d NhP W c?NSe5L?bAw2 FBziaf4-1 wS4jceOsyF FFhR_18CvW exZ?M011 aTiE I knbYzfKsc 8-0-2 I 11-11-8 i 15-11-8 I 19-11-8 I 23-10-14 31-11-0 8-0-2 3-11-6 4-0-0 4-0-0 3-11-6 8-0-2 Scale=1:52.7 4x5= 5.00112 5 3x4 L. 3x4 3x4 22 f 3x4 4 6 3 1 ®R 7 3x4 0 14 0 3x4 2 I 2x4 1, ■N i 21 I , 24 1 I I 9 O O 13 12 11 10 6x6= 2x4 11 8x10= 8x10= 2x4 11 6x6= 8-0-2 11-11-8 15-11-8 19-11-8 23-10-14 31-11-0 8-0-2 1 3-11-6 1 4-0-0 4-0-0 3-11-6 8-0-2 Plate Offsets(X,Y)-- ]1:0-0-9,0-3-0],[9:0-0-9,0-3-0],[11:0-4-12,Edge],[12:0-4-12,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 I Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.36 12-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.59 12-13 >649 180 BCLL 0.0 * Rep Stress'nor YES WB 0.75 Horz(TL) 0.12 9 n/a n/a BCDL 10.0 Code FBC2014ITPI2007 (Matrix-M) Attic -0.28 11-12 343 360 Weight:174 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.1 `Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 11-12:2x10 SP No.2 JOINTS 1 Brace at Jt(s):14 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 1 Installation guide. REACTIONS. (lb/size) 1=1502/0-5-8,9=1502/0-5-8 Max Horz 1=99(LC 11) Max Uplift 1=-102(LC 12),9=-102(LC 12) Max Gray 1=1592(LC 20),9=1592(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3179/317,2-4=-2818/296,4-5=-679/137,5-6=-680/137,6-8=-2818/296, 8-9=-3179/317 BOT CHORD 1-13=-211/2900,12-13=-211/2900,11-12=-118/2569,10-11=-211/2846,9-10=-211/2846 WEBS 8-11=-704/126,2-12=-704/126,4-12=-17/680,6-11—17/680,4-14=-2009/190, 6-14=-2009/190 ,``�tllllllllll'I NOTES- �••,\V\P........'/� �j Ili' 1)2)Wind: roof (3 second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=32ft;eave=4ft;Cat. ;`Q�••\,\G E N Ste•92��♦■ • II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-2-5,Interior(1)3-2-5 to 15-11-8,Exterior(2)15-11-8 � to 19-1-13 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=i.60 plate grip DOL=1.60 N O 5812. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. r. *' * 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 = : i : will fit between the bottom chord and any other members. =-fl; • 5)Ceiling dead load(5.0 psf)on member(s).4-14,6-14 130..• // •:(V 6)Bottom chord live load(40.0 psf)and additional bottom chord dead load(3.0 psf)applied only to room.11-12 ,111/. / / 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) ♦♦, • "�/ O •`4,.*\ •`��• 1=102,9=102. •♦ \Cj �� 9)ATTIC"Semi-rigid PACE SHOWN IS DESIGNED AS UNINHABITABLE.deI was used in the analysis and design of this truss. 'IISS�/J11 A,��`` Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. ■ Design valid for use only with Mllck©connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of indivdual 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 irises and truss systems,seeANSi/lPi t Quality Criteria,055-89 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 j Job Truss Truss Type !Qty i Ply I T8143120 i 9316T0 T32 ROOF TRUSS 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:08:08 2016 Page 1 ID:p75dNhPWc?NSesL?bAw2FBziaf4-V60SxyfOdGN5trOAbsk82rUjBmMTm1 EsTyTK7_zfKsb 8-0-2 11-11-8 15-11-8 , 19-11-8 i 23-10-14 i 31-11-0 8-0-2 3-11-6 4-0-0 4-0-0 3-11-6 8-0-2 Scale=1:54.9 5.00 4x5= 5 3x4G 3x4 3x4 24 � 25 3x4 4 3 6 7 3x4 tl 16 �I 3x4 ! 1 8 2 2x4 II ! hi I � I 23 ! 4x5= 9 10 ° 1 ! csimm to N _ 11ICV CV ® , 4x10 H 15 14 13 12 4x6— 2x4 I 8x10= 8x10= 2x4 I I 6x6= 8-0-2 11-11-8 15-11-8 19-11-8 23-10-14 31-11-0 8-0-2 I 3-11-6 4-0-0 I 4-0-0 3-11-6 8-0-2 Plate Offsets(X,Y)-- [1:0-0-0,0-1-6],[1:0-3-3,Edge],[10:0-0-9,0-3-0],[13:0-4-12,Edge],[14:0-4-12,Edge] LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I TC 0.78 Vert(LL) -0.36 14-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.58 12-13 >663 180 BCLL 0.0 " Rep Stress lncr YES WB 0.72 I Horz(TL) 0.12 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Attic -0.28 13-14 342 360 Weight:176 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.1 *Except` BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 13-14:2x10 SP No.2 JOINTS 1 Brace at Jt(s):16 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 1 Installation guide. REACTIONS. (lb/size) 1=1480/0-5-8,10=1575/Mechanical Max Horz 1=99(LC 11) Max Uplift 1=-118(LC 12),10=-191(LC 12) Max Gray 1=1569(LC 20),10=1647(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-3127/352,2-4=-2763/334,4-5=-675/141,5-6=-675/140,6-8=-2764/330, 8-9=-3126/349,9-10=-3172/360 BOT CHORD 1-15=-252/2852,14-15=-252/2852,13-14=-167/2517,12-13=-255/2813,10-12=-255/2813 WEBS 8-13=-732/120,8-12=-23/253,2-14=-709/122,4-14=-31/658,6-13=-28/662, 4-16=-1961/222,6-16=-1961/222 ,,,Illlillii/I/��I NOTES- ,,∎•,\VIP•.1..O AFG'',, 2)Wind: roof live loads have been considered for (3 second gust)Vasd i 101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=32ft eave=4ft;Cat. „••∎ x •.\)s G E N She•;9j_°■ II;Exp B;Encl.,GCoi=0.18:MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-2-5,Interior(1)3-2-5 to 15-11-8,Exterior(2)15-11-8 , to 19-1-13,interior(1)30-5-14 to 31-11-0 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=i.60 plate No 581 2 • grip DOL=1.60 .: *: :* 3) Provide adequate drainage to prevent water ponding. - : /44# :4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. :-fl; a 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 . , t will fit between the bottom chord and any other members. Q 401//#• 6)Ceiling dead load(5.0 psf)on member(s).4-16,6-16 *' •• Q P;.•�� 7)Bottom chord live load(40.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.13-14 0,' s .4, \G,•N 8) Refer to girder(s)for truss to truss connections. ,� S/ . •�` `•► 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ,/��11 i I Ai 1/��O 1=118,10=191. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. Philip J.(Megan PE No.58126 11)Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. MITek USA,Inc.FL Cert 6634 12)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIt-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 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 building design. Bracing Indicated is to prevent buckling of indNktual 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,DSB-89 and SCSI Building Component li 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 T8143121 9316T0 T33 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:08:09 2016 Page 1 I D:p75dNhP W c?NSesL?bAw2FBzi af4-zJag81 gfOZ W yU?aM8ZFNb30_RAj KVfj?hcDtgQzfKsa 2-10-8 3-4-12 2-10-8 0-6-4 Scale=1:11.7 2 2x4 I 5.00 12 PP � I 9 m '''il m 1 I P. 1 ' CI 1 7 NAILED 3 Wil THD26 2x4 I I 6x6= 1-9-6 3-4-12 I 1-9-6 1-7-6 Plate Offsets(X,Y)-- (1:0-0-0.0-2-3) r 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 0.42 Vert(LL) -0.02 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.07 3-6 >590 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:15 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-12 oc purlins, BOT CHORD 2x6 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-2-1 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (lb/size) 1=968/0-5-8,3=812/Mechanical Max Horz 1=39(LC 8) Max Uplift 1=-112(LC 8),3=-113(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=24ft eave=oft;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 4) will to girder(s)for trtuss to truss connections. 5) •N,‘\>♦`,,Pt1�, O�1 I,,,, 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) ♦ Ne-.•.\.........E N .IA'-. 1=112,3=113. ♦♦ 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. Q ••• • SF•••V �••• 7)Use LISP THD26(With 16d nails into Girder&NAOD nails into Truss)ore equivalent at 1-5-8 from the left end to connect truss(es)to, i q No 5812. back face of bottom chord. = * . •� 8)Fill all nail holes where hanger is in contact with lumber. 9)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. - / • ., 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ") LOAD CASE(S) Standard . / � ♦ 4 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 �i0 �,/ p r... \�,,* Uniform Loads(plf) •� s •�...•••,A0, ..•• 0,♦♦ Concentrated Loads(Ib)3-4=-20 'li1./111111W°, �`0 Vert:7=-1520(F=-104,B=-1416) Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 r / NI 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 Mitek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building 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 injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 'Job Truss Truss Type i iOty Ply T8143122 9316T0 'T34 !Roof Special Girder 11 I 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:08:10 2016 Page 1 I D:p75dNhP W c?NSesL?bAw2FBziaf4-RV8C LegH9tep689ZiGmc7GZ3ja4j Eyz9wGyRCszf KsZ 8-2-8 15-11-8 23-8-8 28-6-4 31-6-4 34-11-0 8-2-8 7-9-0 7-9-0 4-9-12 3-0-0 3-4-12 Scale=1:61.3 5.00112 12 4x5= 4 3x6 na 3 3x4% t1 3x4 2 5 m N 7x10= 4x5= 6 1 8��r IN 11 v 0 15 14 13 12 ti 10 9 22 — 4x6= 2x4 I 3x8 MT2OHS= 5x6= 3x8= 3x4= 5x10 MT2OHS= 3x5= 3x8 MT2OHS= THD26 4x10 II 8-2-8 15-11-8 23-8-8 28-6-4 31-6-4 32-3-p 34-11-0 i 8-2-8 i I 7-9-0 7-9-0 4-9-12 3-0-0 0-8-1 2-8-0 Plate Offsets(X,Y)-- )1:0-3-3,Edge1,)1:0-0-0,0-1-6146:0-5-4,Edge1,19:0-2-0,0-1-81,(10:0-4-4,Edge1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.26 10-11 >999 240 MT20 244/190 TCDL 15.0 I Lumber DOL 1.25 BC 0.82 Vert(TL) -0.74 11-13 >565 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.70 Horz(TL) 0.19 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:174 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP SS*Except* TOP CHORD Structural wood sheathing directly applied. 6-7,7-8:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: BOT CHORD 2x4 SP No.1 *Except* 8-6-9 oc bracing:10-11. 10-12:2x4 SP SS,8-10:2x6 SP No.1 WEBS 1 Row at midpt 2-13,5-13 WEBS 2x4 SP No.3 T-Brace: 2x4 SP No.3-6-11 OTHERS 2x4 SP No.3 Fasten(2X) T and I braces to narrow edge of web with 10d WEDGE (0.131"x3")nails,bin o.c.,with 3in minimum end distance. Left:2x4 SP No.3 Brace must cover 90%of web length. 1 MiTek recommends that Stabilizers and required cross bracing 1 be installed during truss erection,in accordance with Stabilizer I 1 Installation guide. REACTIONS. (lb/size) 8=2297/0-5-8,1=1638/0-5-8 Max Horz 1=-103(LC 6) Max Uplift 8=-267(LC 8),1=165(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-3259/354,2-4=-2457/313,4-5=-2456/312,5-6=-4098/463,6-7=-4242/513, BOT CHORD 1-15=-262/2914,13-15=-262/2914,11-13=-357/3763,10-11=-618/5849,9-10=-610/5833, �‘;Q'`j 1 O'�litI�� 8-9=-458/4103 ,%- \., •,.....•••'f1 I, WEBS 2-15=0/285,2-13=876/157,4-13=-95/1291,5 13=-1770/255,5-11=-26/895, `% %Q�..'\c,E N S 'TA,' 6-11=-2213/277,6-9=-1880/338,7-9=-152/1551 V ''• lo o No 5812. NOTES- 1)Unbalanced roof live loads have been considered for this design. = *: ••* 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=35ft;eave=4ft;Cat. : • II;Exp B;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 :"0 3) Provide adequate drainage to prevent water ponding. �� ♦� CC/: 4)All plates are MT20 plates unless otherwise indicated. ♦ i 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i. • ,M �/ '.••��,�. 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 ♦��.0 • .,• ��, will fit between the bottom chord and any other members. / 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=1b) '/��Il."A",``�� 8=267,1=165. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. Philip J.O'Regan PE No.58126 9)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 31-11-12 from the left end to connect truss(es) MITek USA,Inc.FL Cert 6634 to front face of bottom chord. 6904 Parke East Blvd.Tampa FL 33610 10)Fill all nail holes where hanger is in contact with lumber. Date: 11)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. March 1,2016 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 0 WARNING-Verify 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 MiTeke,connectors.This design is based only upon rxlrarneters shown.and is for an individual bonding 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. 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,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 ITruss Type Qty !Ply T8143122'' 9316T0 T34 Roof Special Girder I 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:08:10 2016 Page 2 I D:p75d N hP W c?NSesL?bAw2F Bziaf4-RV8CLegH9tep689ZiGmc7GZ3ja4j Eyz9wGyRCszf KsZ LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-70,4-6=-70,6-7=-70,7-8=-70,16-19=-20 • Concentrated Loads(lb) Vert:22=-792(F) • • • • Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll•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 an individual 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. 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/IPlt Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2113 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa.FL 33610 jJob ITruss 'Truss Type ,Qty Ply T8143123, 9316T0 T35 Roof Special 11 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:08:11 2016 Page 1 I D:p75dNhP W c?N Se5L?bAw2FBziaf4-whiaZ_hvwBmgkIkIG_H rg U6ACzM7zOj 19vi_kJzfKsY 16-1-8 1 8-0-2 15-9-8 15-1I11I1-8 23-10-14 27-5-8 1 30-5-8 1 34-11-0 I 8-0-2 7-9-6 o- -b 7-9-6 3-6-10 3-0-0 4-5-8 0-2-0 Scale=1:61.2 5.00112 4x5= 4 nn 3x6 22 23 3 3x4 tt• 3x4 r� 2 5 N ` t 4X5— 4X5 = r•!- digliiiiiiiiihh..._ 6 24 1 \ / 8 15'166 N - r 1'.."�. 14 13 12 11 10 9 4x5= 2x4 3x8 MT2OHS= 6x6- 3x8— 3x4= 3x4- 3x8 MT2OHS= 4x10 II 8-0-2 15-11-8 23-10-14 30-3-0 3075-8 34-11-0 8-0-2 7-11-6 7-11-6 6-4-2 0-2-8 4-5-8 Plate Offsets(X,Y)-- [1:0-0-0,0-1-6),[1:0-3-3,Edge),[8:0-0-5,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.22 10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -0.69 10-12 >611 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Ind' YES WB 0.74 Horz(TL) 0.20 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:169 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 *Except* TOP CHORD Structural wood sheathing directly applied. 4-6:2x4 SP SS,6-7,7-8:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.1 `Except* WEBS T-Brace: 2x4 SP No.3-2-12,5-12 11-13:2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 10d WEBS 2x4 SP No.3 (0.131"x3")nails,6in o.c.,with 3in minimum end distance. OTHERS 2x4 SP No.3 Brace must cover 90%of web length. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3,Right:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1571/0-5-8,8=1571/0-5-8 Max Horz 1=103(LC 11) Max Uplift 1=-154(LC 12),8=-154(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3115/476,2-4=-2296/409,4-5=-2294/406,5-6=-3661/575,6-7=-2881/489, 7-8=-3129/503 BOT CHORD 1-14=-354/2786,12-14=-354/2786,10-12=440/3383,9-10=-618/4227,8-9=-408/2812 WEBS 2-14=0/285,2-12=-895/182,5-12=-1503/292,5-10=-33/694,6-10=-987/208, ,��Ill11ll///! 6 9=-1685/255,7-9=98/1018,4-12=-115/1148 .• No ? • .J. Q'� ,G', NOTES- �.• No .• �GENg••.9,L.• 1)Unbalanced roof live loads have been considered for this design. •• \' $' i Job Truss Truss Type ,Qty Ply 1 T8143124 9316T0 T36 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:08:11 2016 Page 1 I D:p75d NhP W c?NSesL?bAw2FBziaf4-whiaZ_hvwBmgkl kIG_HrgU6EpzNfzNq I9vi_kJzfKsY 6-11-2 14-0-0 17-11-0 25-5-8 28-5-8 34-11-0 6-11-2 7-0-14 3-11-0 7-6-8 3-0-0 6-5-8 Scale=1:60.1 4x10= 4x5= 22 423 - 5.00 r - I. 21 24 3x4� { 4x5— 4x5 = 2 5 O io m � •� 6 25 26 i co 20 � � u: f' 13 12 VI 11 10 9 :3 81 3x8 MT2OHS= 3x12 M18SHS= 2x4 3x8— 3x4— 6x6— 4x5= 3x4= — — 4x10 H 0 6-11-2 610-6 0-2-8 13-1111-0 0-2-8 10-18 20-2-8 6-5 18 Plate Offsets(X,Y)-- [1:0-3-3,Edge],[1:0-0-0,0-1-61,[3:0-6-8,0-2-01,17:0-0-9,0-3-0] _ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 I Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.33 8-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.98 8-10 >427 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.79 Horz(TL) 0.16 7 n/a n/a M18SHS 244/190 BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:174 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. 1-3:2x4 SP No.1,4-5:2x4 SP SS BOT CHORD Rigid ceiling directly applied or 7-11-13 oc bracing. BOT CHORD 2x4 SP No.1 WEBS T-Brace: 2x4 SP No.3-5-10 WEBS 2x4 SP No.3 Fasten(2X) T and I braces to narrow edge of web with 10d OTHERS 2x4 SP No.3 (0.131"x3")nails,6in o.c.,with Sin minimum end distance. WEDGE Brace must cover 90%of web length. Left:2x4 SP No.3,Right:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1397/0-5-8,7=1397/0-5-8 Max Horz 1=91(LC 11) Max Uplift 1=-154(LC 12),7=-154(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2804/524,2-3=-2181/471,3-4=-2037/487,4-5=-2280/475,5-6=-2541/523, 6-7=-2794/524 BOT CHORD 1-13=-411/2519,11-13=-411/2519,10-11=-274/1940,8-10=-597/3234,7-8=-418/2498 WEBS 2-13=0/259,2-11=-670/157,3-11=-29/350,3-10=-45/336,4-10=-38/523, t‘�,fl��IIHi1`� 5-10=-1297/347,5-8=1003/252,6-8=95/874 ,,,�� o J, Q'R�/�I��, NOTES- 1) ��Q`Z`�\'•�G•E N s'••.G'9/L�i Unbalanced roof live loads have been considered for this design. . •• V � •'. ■ 2)Wind:ASCE 7.10;VuIt=13Omph(3-second gust)Vasd=101m h;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=35ft:eave=4ft;Cat. ♦ *%.•II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-5-14,Interior(1)3-5-14 to 14-0-0,Exterior(2)14-0-0 N O 5812 to 21-4-14,Interior(1)21-4-14 to 25-5-8,Exterior(2)28-5-8 to 31-11-6 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. :'o• • 1• 4)All plates are MT20 plates unless otherwise indicated. " - <1! 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q / ♦ 4i 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 ��40 S H " O'. \�`:' will fit between the bottom chord and any other members. �\ 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ," S/ • �N 1=154,7=154. ,//s.-1/1111110"�� 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Btvd.Tampa FL 33610 Date: March 1,2016 ist 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 Milek®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 roust 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 injury 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 BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Nexandda,VA 22314. Tampa.FL 33610 I Job I Truss I Truss Type Qty Ply T8143125 9316T0 T37 Root Special I 1 1 1 i Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:08:19 2016 Page 1 ID:p75dNhPWc?NSe5L?bAw2FBziaf4-hEAcEjnwl emYhXLHkfOj?ARbcC6yg4nT?9ePOrzfKsQ 6-1-0 11-10-8 19-9-8 23-4-0 26-4-0 127-11-0 34-9-8 6-1-0 5-9-8 7-11-0 3-6-8 3-0-0 1-7-0 6-10-8 Scale=1:59.8 4x10= 4x5= 4 24 25 26 5 I 5.00 12 _ 4x5= 4x5= 3x4// 23 .' ��I 2x4 // 3x4 3x4// �-_ 1 3 `, 27 8 F 3x4// 28 4 22 3x4// I ( 29 ,n 3x4 I �i �� I i 2 I ro 1 1 0 l 9 01 '@' >o. • Io l , F 14 13 12 11 10 5x6 I i 2x4 !'' 5x6= 3x8= 3x8 MT2OHS= 3x8= 6x6= 6-1-0 11-10-8 19-9-8 26-4-0 34-9-8 6-1-0 5-9-8 7-11-0 6-6-8 ' 8-5-8 Plate Offsets(X,Y)-- [1:0-2-4,0-0-6],[4:0-6-8,0-2-0],(9:0-0-5,0-3-0),(13:0-3-0,0-3-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.19 10-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.54 12-13 >778 180 MT2OHS 187/143 BCLL 0.0 ` Rep Stress Incr YES WB 0.41 Horz(TL) 0.16 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:186 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. 4-5:2x4 SP SS BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS Web Brace:Length(member) 6-10-8(4-12); WEBS 2x4 SP No.3 1 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 I be installed during truss erection,in accordance with Stabilizer WEDGE I Installation guide. Right:2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 1=1392/0-3-11,9=1392/0-5-8 Max Horz 1=-77(LC 10) Max Uplift 1=-154(LC 12),9=-i 54(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-2720/535,3-4=-2341/504,4-5=-2287/553,5-6=-2477/564,6-7=-2378/537, 7-8=-2574/573,8-9=-2742/584 BOT CHORD 1-14=-421/2445,13-14=-421/2445,12-13=-323/2109,10-12=-515/2791,9-10=-475/2454 WEBS 3-13=-409/113,4-13=0/420,4-12=-75/368,5-12=-45/582,6-12=-747/218, .1 1%31111I1j1j NOTES- 6-10=-690/172,7-10=-183/866 SOt ..,• O'��(j,,ii �. Qd` •• \GENS•• 14 .∎ 1)Unbalanced roof live loads have been considered for this design. 4 •• \, F•'•� ■ 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft,L=35ft;eave=oft;Cat. ; 1 NO 5812 2 •• II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)U-U-O to 3-5-12,Interior(i)3-5-12 to 11-10-8,Exterior(2) 11-10-8 to 23-4-0,Interior(1)23-4-0 to 34-9-8 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. %1p • it 4)All plates are MT20 plates unless otherwise indicated. p:• b,. 4'. (V 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q •6)*This tndss 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. 0i s ,� V• \?� 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ',t S/ / • N.4 ,� 1=154,9=154. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ,'V III S l!M I��- Philip J.O'Regan PE No.58126 MITek USA,Inc.Ft.Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 r _ ■0 WARNING-Verify 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 MiTek®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 rnust 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 injury 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 BCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.CL 33610 Job Truss Truss Type Qty 1Ply T8143126 9316T0 1T38 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:08:20 2016 Page 1 I D:p75dN hP W e?NSesL?bAw2FBzi at4-9Qk_S3oYoxuPJhwU I NxyXNzmOcTeZQNdDpNzYHzfKs P 0-9-82-0-8 9-10-8 17-4-0 _ 24-9-8 + 28-10-12 33-0-0 i 34-8-0 0-9-81-3-0 7-10-0 7-5-8 7-5-8 4-1-4 4-1-4 1-8-0 Scale=1:62.0 ' 4x10= 2x4 i1 4x10= 5.00112 4 20 21 5 22 23 6 4x5 C 3.54 12 19 24 7 3x8= 4x5= 2x4 4x5= I % 4x5= m a 1 2 3 3x4 l; 3x4 II 8 9 (; //,,R�._ L_ 3x4 II JJ''�� r;; t±: �Orbi 3x4 II 4 .. -- ■__� th .1 .. 18 17 16 15 14 13 12 11 10 3x4=3x8= 4x5— 3x6= 3x8— 3x6= 3x4— 2x4 4x10= 2-0-8 9-10-8 17-4-0 24-9-8 33-0-0 I34-8-01 2-0-8 7-10-0 ' 7-5-8 7-5-8 8-2-8 1-8-0 Plate Offsets(X,Y)-- [3:0-2-8,0-2-4],[4:0-6-8,0-2-0],[6:0-6-8,0-2-0),[11:0-3-0,0-2-0],[17:0-2-12,0-1-8],[18:0-1-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 i TC 0.78 Vert(LL) -0.17 14 >999 240 MT20 244/190 TCDL 10.0 i Lumber DOL 1.25 BC 0.84 Vert(TL) -0.44 11-12 >933 180 BCLL 0.0 ` l Rep Stress!nor YES WB 0.84 Horz(TL) 0.15 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:193 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 3-4:2x4 SP SS,4-6:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-9-3 oc bracing. BOT CHORD 2x4 SP No.2 WEBS Web Brace:Length(member) 5-10-9(3-16); WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10=1375/0-4-0,18=1375/Mechanical Max Horz 18=53(LC 11) Max Uplift 10=-152(LC 12),18=-152(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2049/359,3-4=-2488/470,4-5=-2737/571,5-6=-2737/571,6-7=-2425/479, 7-8=-2126/337,8-9=-1806/257,9-10=-1387/196 BOT CHORD 17-18=-129/724,16-17=-415/2211,14-16=-377/2220,12-14=-349/2203,11-12=-446/2360 WEBS 2-17=-357/1950,3-17=-1335/355,4-16=0/329,4-14=-134/736,5-14=-513/199, 6-14=-143/734,6-12=0/371,7-11=-503/195,8-11=-942/190,9-11=-299/2196, 2-18=-1420/191 ,1111111111/III NOTES- �∎0� Q j 0'R ,/�I 1)Unbalanced roof live loads have been considered for this design. .,• \\>••,. SC 00 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=35ft;eave=4ft;Cat. ■• • �G E N S•••T •�' II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 0-9-8,Interior(1)0-9-8 to 9-10-8,Exterior(2)9-10-8 ' Q ••.•• V ' • V• to 28-3-2 Interior(1)28-3-2 to 33-0-0 zone:C-C for members and forces&MW FRS for reactions shown;Lumber DO =1.60 plate i No 5812. grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. r. *: ••* 4)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. ii," • . 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 :-0 : it will fit between the bottom chord and any other members. ..;01::1)... 7 •;��U 6) Refer to girder(s)for truss to truss connections. d 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) •� • -�4- '0 '''.*•� ,:` 10=152,18=152. ,� S .4" . `�Ns 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ,�1 S/ A`(.`,�• 111111111110% Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2016 BEFORE USE. Design valid for use only with Mick®connectors.This design is based only upon rxtrameters shown,and is for an individual budding 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. 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/TPI I 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,PJexandda,VA 22314. Tampa.FL 33610 Job Truss ;Truss Type I Qty Ply T8143127 9316T0 T39 I Roof Special 1 1 1 I I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 S Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:08:21 2016 Page 1 I D:p75d Nh P W c?NSesL?bAw2F Bziaf4-dcl MfPpAZFOFwrVgr4SB4b W?5?qwl t6mST7W 5kzfKsO 1-7-7 I 4.0-8 l 7-10-8 14-2-3 20-5-13 26-9-8 31-0-0 34-8-0 1-7-7 2-5-1 3-10-0 6-3-11 6-3-11 6-3-11 4-2-8 3-8-0 Scale=1:61.6 5.00112 4x5= 3x6= 4x5= 3.54 i 12 4 20 21 22 5 6 7 23 24 25 8 - 4x5= 4x5— 4x5= 2x4 i1 O 3x5 2 3 19 • �r •% , .�9 26 10 0 �L e 111 18 17 16 12 11 C. 15 14 13 2x4 1 3x5— 4x10— 3x8= 3x8= 3x8 MT2OHS= 3x8 MT2OHS= 11-7-7 I 7-10-8 I 17-4-0 26-9-8 I 34-8-0 i 1-7-7 6-3-1 9-5-8 9-5-8 7-10-8 Plate Offsets(X,Y)-- (1:0-2-0,0-1-8] LOADING (psf) SPACING- 2-0-0 l CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.22 14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.65 14-16 >630 180 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.87 Horz(TL) 0.16 11 n/a n/a BCDL 10.0 Code FBC2014ffP12007 (Matrix-M) Weight:195 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-0-10 oc bracing. OTHERS 2x4 SP No.3 WEBS Web Brace:Length(member) 4-10-8(5-16);4-10-8(7-12); MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS. (lb/size) 11=1375/0-4-0,18=1375/Mechanical Max Horz 18=29(LC 11) Max Uplift 11=-152(LC 12),18=-152(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1096/200,2-3=-1051/198,3-4=-2545/488,4-5=-2350/482,5-7=-3271/613, 7-8-2354/476,8-9=-2564/480,1-18=-1351/247 BOT CHORD 16-17=-484/2324,14-16=-603/3188,12-14=-600/3188,11-12=-472/2292 WEBS 3-17=-1705/365,4-16=-52/663,5-16=-1046/226,5-14=0/256,7-14=0/251, 7-12=-1043/229,8-12-48/656,9-11-2541/539,1-17—248/1421 ,11111111/its. NOTES- ��%% Q J 073,./1/.I 1)Unbalanced roof live loads have been considered for this design. �� V•,•.••••..•FG Ij 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft L=35ft;eave=4ft;Cat. `%•QV �G ENS'• IA.0 II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 1-7-7,Interior(1)1-7-7 to 7-10-8,Exterior(2)7-10-8 : •••0 F•••• to 30-3-2,Interior(1)30-3-2 to 3 1-0-0 ne.r_r for members and forces&MWFRS f or reactions shown;Lumber DO L-1.60 plate • grip DOL=1.60 No 5812• , 3) Provide adequate drainage to prevent water ponding. r. *. 1* 4)All plates are MT20 plates unless otherwise indicated. - / • 5)All plates are 3x4 MT20 unless otherwise indicated. '•-0; • 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. p - i. •• �(/ 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 Q / �/ will fit between the bottom chord and any other members. / 0 Q.. • ? '•8)Refer to girder(s)for truss to truss connections. `�? ■ 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) I/I QI/•/ AL�,`��`, 11=152,18=152. ,,, - 111111,, 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. iili Design valid tor use only with Milek®connectors.This design is based only upon parameters shown.and is tor an individual building component,nent,not a truss system.Before use,the building designer roust 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 injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAN51/TPI I 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 T8143128 9316T0 T40 I Roof Special Girder I 1 1 ■ j Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:08:23 2016 Page 1 I D:p75dNhPW c?NSe5L?bAw2FBziaf4-Z?Q744rR5sGzA8f2zVVf90bFNpVfmnw3vncd9czf KsM 11-5-2I 3-7-0 i 5-10-8 12-1-4 17-4-0 I 22-6-12 28-9-8 29-0-0 _ 34-8-0 1-5-2 2-1-14 2-3-8 ' 6-2-12 5-2-12 5-2-12 6-2-12 0-2-8 5-8-0 Scale:3/16"=1' NAILED NAILED NAILED NAILED NAILED NAILED 2x4 I NAILED NAILED 3.54 12 5.00 12 NAILED 7x10= NAILED NAILED 3x4= 4x6= NAILED 3x4 NAILED 10x16 M18SHS- 4x10- 4x5= 4x6= 4 19 20 21 5 22 23 24 6 7 25 26 27 8 28 29 30 31 9 32 10 J 4x6 2 u�a 3 a' r.- r�r r _ i r -ail oN 1 f — = [, N ,m I _ _ — H>i,., n>_i •riwm>_r -u a _ il/WWIu�MIII SM=�w�iy 18 17 33 34 16 35 36 15 37 38 1439 40 41 13 42 43 44 12 45 46 11 3x8 MT2OHS H NAILED 3x4= NAILED 8x14 M18SHS= NAILED 3x8= NAILED 8x14 M18SHS= NAILED 4x10 5x10 MT2OHS I 4x10= NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 1-5-2 5-10-8 12-1-4 17-4-0 22-6-12 28-9-8 34-8-0 '1-5-2 1 4-5-6 1 6-2-12 5-2-12 5-2-12 6-2-12 5-10-8 Plate Offsets(X,Y)-- [1:0-2-4,0-1-8],[3:0-3-0,0-2-4],[4:0-3-4,0-3-12],[10:Edge,0-1-12],[11:0-3-8,Edge],[12:0-2-12,0-1-12],[17:0 4-4,0-1-8] I LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.56 14 >740 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.89 I Vert(TL) -1.40 13-14 >294 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress'nor NO WB 0.85 Horz(TL) 0.26 11 n/a n/a M18SHS 244/190 BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:202 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except* TOP CHORD Structural wood sheathing directly applied or 1-9-7 oc puffins, 4-6:2x6 SP No.1,9-10:2x4 SP SS,6-9:2x6 SP No.2 except end verticals. BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 7-1-12 oc bracing. WEBS 2x4 SP No.3*Except` MiTek recommends that Stabilizers and required cross bracing 4-15,9-13,1-17:2x4 SP No.2,10-12:2x4 SP No.1 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 11=2660/0-4-0,18=2693/Mechanical Max Horz 18=36(LC 8) Max Uplift 11=-269(LC 5),18=-304(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2148/251,2-3=-2084/247,3-4.5200/570,4-5=-7915/869,5-7=-8761/941, 7-8=-8761/941,8-9=-7939/843,9-10=-5128/526,10-11=-2544/309,1-18=-2693/316 BOT CHORD 16-17=-538/4528,15-16=-535/4817,14-15=-882/7973,13-14=-857/7994, 12-13=-505/5022 WEBS 2-17=-39/524,3-17=-3311/360,3-16=-24/446,4-16=0/279,4-15=-365/3441, 5-15=-1161/274,5-14=-88/921,7-14=-535/177,8-14=-100/864,8-13=-1019/264, 9-13=-370/3193,9-12=-1981/384,10-12=-573/5565,1-17=-326/2853 ,11111111111„ 1)NOTES- Unbalanced roof live loads have been considered for this design. ��,,\\��P•'�' O R��i,♦♦♦ 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=35ft;eave=4ft;Cat. �• itZ ..•0 E N SF•9le♦♦0 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. No O 581 2• - 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 - G• • will fit between the bottom chord and any other members. /J 7) Refer to girder(s)for truss to truss connections. .i130... 7 #, �. 8) Provide metal plate or equivalent at bearing(s)18 to support reaction shown. • P �, 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) )f$ .._ :♦ �• \�� 11=269,18=304. ♦♦ss • •• 111)"NAILED"indicates 3-10d(0..1148"x3')or 31 2d(01 8f1x3 25')model For in more details efer•to MiTek's ST-TOENAIL Detail. ''�-,11111111 E%�1, 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)97 lb down and 76 lb up at Philip J.O'Regan PE No.58126 32-8-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. MITek USA,O'Regan FL Cart 6634 13) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). tTe Parke East Blvd.Tampa FL 33610 6904 LOAD CASE(S) Standard Date: March 1,2016 ontinued on name 2 r Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2075 BEFORE USE. mit Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall I building design. Bracing Indicated is to prevent buckling of 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/TPI I 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 j 781431281 9316T0 T40 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:08:23 2016 Page 2 I D:p75dNhP W c?NSe5L?bAw2FBziat4-Z?Q744rR5sGzA8f2zVVf90bF NpVfmnw3vncd9czf KsM 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=-60,4-10=-60,11-18=-20 Concentrated Loads(lb) Vert:4=-97(B)15=-61(B)16=-61(B)5=-97(B)9=-97(B)12=-61(B)19=-97(B)21=-97(B)23=-97(B)24=-97(B)25=-97(B)26=-97(B)27=-97(B)28=-97(B)30=-97(B) 31=-97(B)32=-97(B)33=-177(B)34=-159(B)35=-61(B)36=-61(B)37=-61(B)38=-61(B)39=-61(B)40=-61(B)41=-61(B)42=-61(B)43=-61(B)44=-61(B)45=-61(B) 46=-61(B) • • • • • • • • Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. imut Design valid for use only with Miiek©connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the • • fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I 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 I Truss I Truss Type l Qty Ply l T8143129 9316T0 T41 I Roof Special Girder ,1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:08:24 2016 Page 1 ID:p75dNhPWc?NSesL?bAw2FBziaf4-1 B VHQr3sAPgnIEFXDOuiD8SQDgRVGxC8RLAI2ziKsL i— 4-3-0 5-8-12 9-11-14 ___j 4-3-0 1-5-12 4-3-2 Scale=1:18.5 NAILED 5x6= NAILED NAILED 5x10 MT2OHS= 3.54112 2 14 3 NAILED _....-• NAILED �,—11 i f i 1, � '-- 1 , 15 13 a o -1 4 1 1 himvm r ' I l `. I- 1 J 1 la �I 16 6 3x8//17 18 5 THD28 19 20 NAILED NA I LED NAILED 8x10— NAILED THD28 'I�. 6x12= THD28 NAILED 8x12= This truss is NOT symmetric. Proper orientation is essential. _ 3-8-6 5-8-12 9-11-14 3-8-6 I 2-0-6 4-3-2 Plate Offsets(X,Y)-- [1:1-0-3,Edge],[2:0-3-0,0-2-12],[3:0-5-0,0-2-0],[4:0-3-10,Edge],[5_0-5-0,0-6-4],[6:0-4-15,0-0-12] _ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.11 5-6 >999 240 I MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.28 5-6 >433 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.74 Horz(TL) 0.04 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) I Weight:52 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 *Except' TOP CHORD Structural wood sheathing directly applied or 1-8-5 oc purlins. 2-3:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x8 SP SS MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=3095/0-7-2,4=3218/0-7-4 Max Horz 1=-13(LC 23) Max Uplift 1=-368(LC 8),4=-384(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ' TOP CHORD 1-2=-7876/941,2-3=-7233/878,3-4=-7355/884 BOT CHORD 1-6=-875/7521,5-6=-789/6712,4-5=-821/7031 WEBS 2-6=-190/1768,2-5=-88/793,3-5=-202/1931 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);Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. ,`�.0‘1111111/ii i,, 4)All plates are MT20 plates unless otherwise indicated. �. Q J• 0�q . 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�� \��,.••" •.FC �,j 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 •: Q� G E S '92�i∎•will fit between the bottom chord and any other members. • 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=ib) = No O 581 2 1=368,4=384. '• * •1* 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)Use USP THD28(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 3-9-2 from the left end to 7-9-2 to connect truss(es)to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. I• •• //71 , 11)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. �� / P`•.• �, 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). _j' S :� 0• •`� ,`� 1))DeDad CASE(S)RoofL Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ',',� -1/1111111%•"%%Al.- „, ```, Uniform Loads(pit) Philip J.0•Regan PE No.58126 Vert:1-2=-60,2-3=-60,3-4=-60,7-10=-20 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 ircontintieci on vane 2 r __ Q WARNING-Verify 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 MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not imin 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 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/TPI I 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 I T8143129 9316T0 T41 Roof Special Girder I 1 1 ! I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:08:24 2016 Page 2 ID:p75dNhPWc?NSe5L?bAw2FBziaf4-1 B_VHQr3sAPgnIEFXDOuiD8SODgRVGxCBRLAi2zfKsL LOAD CASE(S) Standard Concentrated Loads(lb) Vert:2=-12(F)3=-15(F)6=-2673(B)5=-1379(F=-24,B=-1355)14=-15(F)16=-10(F)17=-23(F)18=-23(F)19=-11(F)20=-1355(B) • • • Q WARNING-Verify 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 MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not Nut 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 and permanent bracing MiTek' I 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/TPI1 Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Tres Plate Institute,218 N.Lee Street,Suite 312,Nexandria,VA 22314. Tampa.FL 33610 I Job Truss lTruss Type IOty Ply T8143130 9316T0 T42 Half Hip Girder 11 1 i Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 S Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:08:24 2016 Page 1 ID:p75dNhPWc?NSe5L?bAw2FBziaf4-1 B_VHQr3sAPgnIEFXDOuiD8eUD1?VR8C8RLAi2zfKsL 1-4-12 2-10-8 i 1-4-12 1-5-12 2x4 Scale=1:8.6 5.00 12 2 3 4x5= —7 1 1 T 3x6 8 4 3x4= Ill 3x4= 1-4-12 2-10-8 1-4-12 1-5-12 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 (loc) Vdefl Ud PLATES GRIP . TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(TL) -0.00 4-7 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.02 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 1 Code FBC2014/TPI2007 (Matrix-M) Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-8 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 MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=124/Mechanical,1=116/0-5-8 Max Horz 1=17(LC 8) Max Uplift 4=-35(LC 5),1=-15(LC 8) FORCES. (lb)-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=5.0psf;h=25ft B=45ft;L=24ft;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 5)*This rtruss has been designed foar a li live ad of 20.0psf on the bottom chord in all with reas wherle a rectangle 3-6-0 tall by 2-0-0 wide ,,�tt Q willing/� 0' 114• 1, will fit between the bottom chord and any other members. %% �� "j 6)Refer to girder(s)for truss to truss connections. `..s V•••�c E N S'••. IA.• 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,1. •• V ..-4, 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. =• 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)11 lb down and 14 lb up at * :• No 5812. 2-8-12 on top chord,and 13 lb down and 11 lb up at 1-2-10,and 9 lb down and 9 lb up at 2-8-12 on bottom chord. The r. 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). 'O : • LOAD CASE(S) Standard .i130... � 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 �i• •• ,,/ r P:••\,,,� Uniform Loads(pit) ,hiss •� •• �G�,• Concentrated Loads(Ib)2-3=-60,4-5=-20 'I/,��I 1 A' %Os Vert:4=-9(B)8=-13(B) Philip J.(Megan PE No.58126 MfTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 1 Q WARNING-Verify 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 Mock©connectors.This design is based only upon parameters shown,and is for an Individual building component-not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication-storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPt 1 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 T8143131 9316T0 V01 Roof Special 12 1 I j I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:08:25 2016 Page 1 I D:p75d NhP W c?NSesL?bAw2FBziaf4-VOYtVmshd UXh PSpR4wX7E RhoCdMdE u6MN55kEVzfKsK -0-11-8 1-4-0 2-8-0 I 4-0-0 5-4-0 6-8-0 l 8-0-0 I 9-4-0 r 14-0-9 14-9-11 0-11-8 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 4-8-9 0-6-2 Scale=1:25.8 10 ,N 2.00 12 21 'o 9 20 8 7 A 3x4 6 PI MI 5 Ip 3 19 4 I 2 A : I1 1 I' �� 7i 12 N m 6 r 13 6 1 14 • 5.00!12 I r 15 16 I 17 0 18 1-4-0 { 2-8-0 I 4-0-0 I 5-4-0 6-8-0 8-0-0 9-4-0 14-0-9 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 4-8-9 Plate Offsets(X,Y)-- (10:0-4-15,0-1-8] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 l Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 1 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.00 1 n/r 120 BCLL 0.0 ' Rep Stress lncr YES WB 0.04 Horz(TL) -0.00 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix) Weight:64 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, Except: 10-0-0 oc bracing:11-12. I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 13-9-7. (Ib)- Max Horz 18=86(LC 8) Max Uplift All uplift 100 lb or less at joint(s)18,10,17,16,15,14,13,12,11 Max Gray All reactions 250 lb or less at joint(s)18,10,17,16,15,14,13,12 except 11=278(LC 1) 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=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft Cat. 11111111/iii II;Exp B;members and forrcesl&MW RS for reactions shown;Lumber DrOL(1.60 plate 3grriiip DOL Interior(1)2-0-3 to 12-7-14 zone;C-C for ,,,��`Q . . RF tee, 3)All plates are 2x4 MT20 unless otherwise indicated. �∎s- Ne. .G ENS'••C�2�� 4)Gable requires continuous bottom chord bearing. �' �•••• i 5)This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. : No 5812• i 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 100 lb uplift at joint(s)18,10,17,16,15, L / • 14,13,12,11. ••-0' a Z 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)18,10,17,16,15,14,13,12,11. p �. ...4/41%. . 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. -0• 1. s •!-�/, o P rs ,�: . � ■ —trim i to— Philip J.O'Repan PE No.58126 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 wi A WARNING-Verity 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 Mileke connectors.This designs 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 truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required tor stability and to prevent collapse with possible personal Injury 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 available from Truss Plate Institute,218 N.Lee Street.Suite 312,Wexarxdria,VA 22314. Tampa.FL 33610 Job I Truss f Truss Type I Qty Ply 1 T8143132 9316T0 V02 Roof Special J 3 1 i i Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 09:08:26 2016 Page 1 I D:p75d N hPW c?NSesL?bAw2FBziaf4-za6Fi6tJOnfY1 cOdee2MneDv00grzL?VclgHmxzfKsJ -0-11-8 14-0-9 I 0-11-8 14-0-9 2.00 11 jo av$cale=1:29.6 2x4 I 10 O. 4 2x4 I n 3x4 2x4 I 9 3 1 2 '�, r 2x4 'I N d co-, ,,,ui 5.0012 7 ill i 2x4 i I M :•::❖:•:•:❖:•:•:❖:.•:%•:❖:❖:•:•:❖:•:•:❖:.•:❖:❖:•:•:❖:•:•.•:❖:S':❖:❖:•:•:❖:•X•:•:•:❖:•X•:•:•:•:❖:•:::•:❖:•:•:❖X•:•:•:<•:•:•:❖:•:•:•:. 7, o ° 8 2x4 Plate Offsets(X,Y)-- [5:0-4-15,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(TL) -0.00 1 n/r 120 BCLL 0.0 * Rep Stress Incr YES WB 0.06 Horz(TL) -0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 ! (Matrix) 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 puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer - Installation guide. REACTIONS. All bearings 13-9-7. (Ib)- Max Horz 8=86(LC 8) Max Uplift All uplift 100 lb or less at joint(s)8,5,7 except 6=-104(LC 9) Max Gray All reactions 250 lb or less at joint(s)8,5 except 6=444(LC 1), 7=261(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 4-6=-325/150 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=5.0psf;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)-0-11-13 to 2-0-3,Interior(1)2-0-3 to 12-7-14 zone;C-C for �01111111i/,•., members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,`•�,\? •• /�� l,� 3)Gable requires continuous bottom chord bearing. �, �\„ . E N Q,4 '�.. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .■ Q •.. \ SF•.•4ki 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 betwee,the bottom chord and any other members. No O 5 812 e 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8,5,7 except (jt=1b)6=104. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)8,5,6,7. -,,,0. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7:1:0):... .#/,'" $14::: Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6834 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 1 Q WARNING-Verify 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 MITek®connectors.this design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI 1 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,Alexandria,VA 22314. 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