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Home My WebLink AboutTRUSS PAPERWORKG.i.ierf L•F ..••�fi...•• SOUTHERN . TRUSS COMPANIES Southern Truss 2590 N. Kings Hwy -- Fort Pierce, FL 34951 (772) 464-4160 * Fax: (772) 318-0015 . . 1---....—......�.._... Job Number. J1800507 Customer. d -3 Name: RYAN l S2•/1 Adams: CRA ST..ZIP. General Truss Engineering Criteria $ Design Loads Building Code and Chapter. Computer Program Used: FBC2017/TP12014 MTek Version: 8.20 Nov 3 RrANNED 37.0 psf ROOF TOTAL LOAD N/A Wind Building Authority: 160 mph from MWFRS(Envelope) ASCE 7-10 (Low Rise) I Collier County Na. Date Tn— ID# 1 07/05/18 Al 2 07/05/18 A2 3 07/06/18 A3 4 07/05/18 A4 5 07/05/18 AS 6 07/05/18 A6 7 07/05/18 A7 07/05/18 A8 07/05/18 A8G 07/05/18 61 N12 07/05/18 B2 071D6118 B3 07/06/18 B4G 07/06/18 C1 15 D7106/18 C2 16 07/06118 C3G 17 07/05/18 Cis 18 07/05/18 CJ7 19 07/05/18 J1 20 07/05/18 J2 21 07/05/18 J3 22 07I05/18 J4 23 07/05/18 JS 24 07/05/18 J6 25 D7/05/18 J7 This cover sheet is provided as per Florida Statute 61 G1531.003 in lieu of signing and sealing each individual sheet. An Index sheet of the truss designs is attached which is numbered and with the indentification and date of each drawing. Engineer of Truss Design Package Brian M. Bleakly FL Reg. Eng. No. 76051 2590 N. Kings Highway Fort Pierce, FL 34951 No. Dale Truce ID# 26 07/D5/18 J58 27 07/DS/18 MV2 28 07/D5/18 MV4 29 07/05/18 MV6 XO�bS/ l/ FILE COPY Page 1 of 1 I TYPICAL DETAIL @ CORNER - HIP NOTE: NDS=National Design Specifictions for Wood Construction. 132.5j.per Nail (D.O.1—Factor=1.00) nds toe nails only have 0.83 of 'lateral Resistance Value. . ._12a 4 Aid SCAT CORNER JACK GIRDER ALLOWABLE REACTION PER JOINT UP TO 265E = 2-16d NAILS REO'D. Q UP TO 394J = 3-16d NAILS REO'D. Jt A J3 JS � r H7 (HIP GIRDER I(A)A Le 3-16d `. T3ur toe nail 9 TC,% k 7�-16d arBC� : (si i Typical Hip—jaclC attachment CHORD HANGERS FASTEN ER GIRDER JACK J1-J3 TO HIP JACK GIRDER TC — — — — — — — 2-16d nails — — - — — BC — — — — — —— 2-16dnails ----- J5 TO HIP JACK GIRDER TC — — — — — — — 2-16d nails — — — — — BC — — — — — —— 2-16d nails —--—- J7 TO HIP GIRDER TC — — — — — — — 3-16d nails — — — — — BC — — — — —— — 2-16d nails -- — — — HIP JACK GIRDER (CJ7) TO HIP GIRDER TC — — — — — — — 3-16d nails — — — — — BC — — — — —— — 2-16d nails ---- ✓1MUM GRADE OF Wh T.C. 2s4 .G SYP2 B2z4 SYP 2 WEB 2x4 SYP Na3 L D 7DP 2D Bai1D4 00 10 SPACING 2r O.D. SOUTHERN L Fort Pierce Division TRUSS 25590 piercingFl_ ighw Fort95 COMPANIES (800)232-0509 (772)464-4.160 ML�e//...tea cn�m Fox:(772)318-0015 Bn'Sn M. Bleakly Struct Fng #75051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-4160 TYPICAL DETAIL @ CORNER - HIP NOTE NDS=National Design Specifictions for Wood Construction. 132.5# per Nail (DA_I—Factor-1.25) nds toe nails only have 0.83 of lateral Resistance Value. t9ffl:7�'.a'7 CORNER JACK GIRDER ALLOWABLE REACTION PER JOINT Q UP TO 265f - 2-16d NAILS REQ'D. UP TO 394# = 3-16d NAILS REQ'D. use 2-16d foe nail Tc & SC. Typical jack 45' attachment ro M u 'toe nail O TYPICAL CORNER LAYOUT & 2-16d Typical Hip —jack attachment CHORD HANGERS FASTENER GIRDER JACK J1—J3 TO HIP JACK GIRDER TC — — — — — — — 2-16d nails — — — — — BC — — — — — —— 2-16dnails —---— J5 TO HIP JACK GIRDER TC — — — — — — — 2-16d nails — — — — — BC — — — — — —— 2-16dnails — — — —- TC — — — — — — — 3-1 Ed nails — — — — — BC — — — — — —— 2-16dnails ----- HIP JACK GIRDER (CJ5) TO HIP GIRDER TC — — — — — — — 3-16d nails — — — — — BC — — —— — —— 2-16d nails —--- SOUTHERN TRUSS COMPANIES W*11--whaf— IIMUM GRADE OF LUN T.C. 2:4 6YPZ B.C. - 2a4 SYP 2 WEBS 2a4 SrP NO3 L 0 70P. 20 sonOM 00 10 6PACNG 2e a.(, - Fort Pierce Division 2590 N. Kings Highway, Fort Pierce, FL 34951 (800)232-050 )318 20066 150 Brian M. Bleakly Struct Eng #7S051 2590 N. Kings Highway, Ft Pierce. FL 34951 77Z-464-4160 Hangers Face Mount Hanger Charts z M.: Roor %vfF m it-5 .1 60%. 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YI a aL 89 1fHN 11'{s •� D� 7n4 PUJf E ANa HEA tal Load BO PSF AT 2V O.O. _ 0 -0.0 .4Z 1V ONIOWS J0100.4 u0110JnO SL'L 10 3edL4 J01a0d uOOwna 9Z'L In ledoS J0100.4 u000Jn0 WL to ted98 Bulpoo-1 unwlxoyl dWp aq l0 40®uwdau MI 14V L_.L t L-d J Ia /v 'XM4 -0.0 .0—,*. m gOV.4 H109 HM NI TM P9f—i HHM 000MAId XaO 9X9 9X9 9X5 bx5 0 •VX93 4X911 tx9'L £X9'L 9x9 9x9 9x9 9X4 9 5X£ *X6'Z •bX9'Z j xz v ,Z9 ,9£ .•b£ j ,0£ UAL 01 drl SNVdS 1NIOP 'O/O .i 1V SIIVN P9l H1IM HOVLLV 'LL39W3W -L "Z bl OL Al 93M SV 5313dS '30VMD 3KV3OVUB '0/0 .4 1V SINN P9 H11M HOvuV VSV3M 01 At Ol Al 0110 3M SV MIMS !3.QMl0 3WVS�'3OVN13 L, ' ONIOVU9 ON .9,L O1 ,0 ONIOV319 a3OMM HION31 93M MMO ONIOV99 03M Ka NOV9Atlold NOVL.V * O 301WS �IrNouda 'WR 00 ,Y 43MJR 3W OVA HMS N LV MA NOVO MOM! 130i10 38 AYH f ONf11 30Va N! ywSd_�gm_I•'f0 08 ONMI 'J0d ma Ol GVL dud � M 0d MA '11Id . Wta aL. aNa 'O dO 9 1VO JOW MOM! 'M L '41000 M 3M3NMW d31Vda1 =8 a39MO 0L•t 30SV' OH NVdn .CC'aMM RCT'M ISNOINOH00 CM ONMTMd 3HL Mad 310VOnddV IN TMd Eft '0_Ni0Vd0MLNnwdd (13Ha9M MOdHNNOIAO OW33Me�9AMNIeQNN301dL UL M *sssNl7ulldPa31LHd W QUONOd�3d� L�CNt1MddYll NOv , I @M O daL 30nd8 3NO JWU 06 039300VM 38 MR CWS GMOf01 MJNB atN d04 7M1 Co.* 1V Swawm X3VW=d w" 0XV1d 03U M M03 NOM COMS at M BV ut1.q 3n S am 1•NE .9eM 1�11�9 J0 'rf zM M P1040 1100 1e11p9 +0 Z/ do jut ry0tM dal 939MM d0 30VMO WnWINIW SCAB -BRACE -DETAIL I ST-SCAB-BRACE Note: Scab -Bracing to be used when continuous lateral bracing at midpoint (orT-Brace) is Impractical. Scab must coverfull length ofweb +1-6'. THIS DETAIL IS NCTAPLICABLE WHEN BRACING IS — REQUUUMAT'U3-POINTS OR I -BRACE ISSPEMPIED.- APPLY 2x SCAB TO ONE FACE OF WEB VON " 2 ROWS OF 10d (W X 0.131') NAILS SPACED 6"O.C. SCAB MUST BE THE SAME GRADE, SIZE AND SPECIES (OR BETTER) AS THE WEB. • - �\ MAXIMUM WEB AXIAL FORCE = 2500 ins MAXIMUM WEB LENGTH=-12-0" SCAB BRACE 2x4 MINIMUM WEB -SIZE - MINIMUM WEB GRADE OF#3 Nails� /Section DetaO ®FL•F/Scab-Bmce Web Sca"race must be same species grade (or better) as web member. L-BRACE DETAIL Nailing Pattern, L-Brace size Nail Sire . Nall Spacing 1x4or6 10d BPoc. 2x4, 6, or 8 16d a' o.c. Note: Nail along entire length of L-Brace. ' (On Two-PVs Nal to Both Plies): ui Web Note: L Bracing to be used when continuous letetal braang is impractical. L-brace must cover 90..%Df web length: L-Brace must be same species grade (or better) as web member, L-Brace Size for -One -Ply Truss Specified Continuous Rows of Lateral Bracing Web S¢e 1 2 Zx3 or2x4 1A �^ 2rd Us *» 2x8 2X8 «» —DIRECT SUBs7T( MN NOT APLICABLE. L-Brace size forTwo-Ply Tnrss Specified Continuous Rows of (Lateral Bracing Side 1 .2 or4 [!b yc42x6xa 2xa «. —DIRECT SUBSTITUTION NDTAFLICABLE T-dRAGE / I-BRAGE DETAIL Note: T-Bracing / I-Brarang to be used when continuous lateral bracing is impractical. T Brace/ I -Brace must cover 90% of web length. Note: This detail NOT to be used to cdtiiredT-Brace / 1-Brace webs to continuous lateral braced webs. — NauTnng Pattern T-Brace size Nail Size Nail Spacing 1x4orUS lod B'oc. 2x4 or 2x6 or 2x6 16d So o.c. Note: Nail along entire WQthmf-T-Brace l l-Braee- (On TwcW Vs Nall to Both Plies) .: ' ' alternate position Nags alternate position Maus War Nags Sectim Detail T-Brace Web I -Brace Brace Sim for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size" 1 21 2x3nr 2x4 IA (*) T-Brace 1x4 (h l Bra 2x6 US (7 T-Brace 2x61-Brace W 12xB T-Brace ; 2xB I -Brace Nab Brace Size for Two -Ply Thus Specified Continuous Rows of Lateral Bracing SPACING Web 5'ize 1 2 0 T Brace / I -Brace must be same species and grade (or better) as web member. r) NOTE If SP webs are used In the truss, I or US SP braces must be stress rated boards with design values ttut are equal to (or better) the truss web design values For SP truss lumber grades up to #2 with 1X bracing material, use WD 45 for T-B For SP truss lumber grades up tq #1 with 1X bracing material, use IND 55 for T-Bta M Brace Job truss I m55 I ype Fly WAN 1462-A-MRFJC Al COMMON 1 1 Job Reference g ' rat 8 umn TM" GgrtImni a, Fat MI . R 34%1 R 8.2M a NMW 2017 PMC ago a 00 212019 MR" Moots s, M4. N N la Uf?ti l sU1e re IDEaPGUIwCWAOt6wS07vTFdz?5dC-0mSidbSzyZpC6R8_KTLpm7jPP4R11wGOrldAy hs5 7ts3 1171 21-0-0 RkEI3 34813 42414) TV 1 6-2-0 1 7-473 ) 7-0-13 6x5 = 5.00 rl2 Scale=1:71.9 fa 3x10 M183H811 3x4 = 4x6 = 3x4 = 3x4 = 416 = 3x4 = 3m10 MISSHS II to7.0-0 32-6 t7L1J3 2471J 32-9-10 41-0-0 42-0-0 !L2_6 1 7_108 1 7_t041 I 72108 ~ 8.2-6 Plate Offsets()(,Y)— f1.'0-0A4Edge1 f1'.0.0.4Ednef 19:0-0-14Edg f [9-6-0-4Ed0el LOADING (psf) SPACING- 2-M CSI. DEFL in Coo) Udell L/d PLATES GRIP TCLL ' 20.0 Plate Gap DOL 1.25 TC 0.96 Vert(LL) 0.2212-13 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.4212-13 >999 180 M18SHS 244/190 BCLL 0.0 Rep Stress Inv YES WS 0.59 Horz(Cf) 0.13 9 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-S Weight: 213 Ib FT = 10%. LUMBER- BRACING. TOP CHORD 2x4 SP No.2 'Except - TOP CHORD Structural wood sheathing directly applied Tt: 2x4 SP M 31 SOT CHORD Rigid celflng directly applied or 75-6 oc bracing. SOT CHORD Dc4 SP M 31 MTek recommends that Stabilizer; and required cross bracing WEBS 2x4 SP No.3 be Installed during truss erection, in accordance with Stabilizer I WEDGE Installation ouide. Lett. Zc6 SP No.2, Right: 2x6 SP No.2 REACTIONS. (Ib/size) 1=1529M-8-0 (min. 0-18), 9=1629108-0 (min 0-1-8) Max Ho1z1=159(LC 8) Max Upim=529(LC a), 9=529(LC 9) FORCES. Cb) - Max. Oomp./Max. Ten - All forces 250 Cb) or Less except when shown TOP CHORD 1-2=3258/1114, 23=3083/1077, 34=-2966M095, 4-5=2377/865, 5-6= 23771865, 6-7=-2966/1095, 7-8=-3683/1077, 85=J258/1114 SOT CHORD 1-15=-10972934, 14-15=81412449, 1314--8142449, 12-13=-450/1809, 11-12=-6542449, 10.11=65412449, 9-10=-93811934 WEBS 6-12=329m4, 6-12=5501441, 6-10=-2151564, 8-10=-297/297, 6.13=329f774, 4-13=-650/441, 4-15=-215/564, 2-15=-297297 NOTES- 1) Unbalanced roof live bads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-seoand gust) Vasd=124mph; TCDL=4.2psf; BCDL=5Apsf, h=15% Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord five load nono rcurrerd with arty other five loads. 5) Pswide mechanical connection Cry others) of toss to bearing plate capable of withstanding 529 Ito uplift at joint 1 and 529 lb uplift at joint 9. LOAD CASE(S) Standard PE 76A51 Z' y STATUOqF--•-j i� V 4-�+��4t i e N55 N55 YDa y Rl'At1 COMMON 2 1 .. €• . Job Reference o rial + rw gyp+ e 4' 3 3x8= 3x6= S.OD 12 5y,5= a__ 3x10 MiSSHS 11 30= US= 3x4= 3x4= Us= 3x4= 3x10 M18SHS 11 Seale- 1:76.2 1 O-0 9-2-6 1 1T-0-13 I 24-1/3 3r_1ch.251s0 i 41-0-0 4200 �.hrur aaa -o-o Plate Offsets OC.Y)- 0'0-0-4Edges f1T1-0-14Edpei f5:03120728i 1602-so3ai fT6-&-izo2-8i M1,0-0-14Edgei 1[1410-0-4Ed0ei LOADING (psf) SPACING. 2-0-0 CSL DEPL in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Ved(LL) 0.2614-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.51 14.15 >968 180 M18SHS 2441190 BCLL 0.0 Rep Stress Imr YES WB 0.52 Horz(CT) 0.13 11 n/a n/a BCDL 10.0 Code FBC20171fP120'14 MatrixS Weight: 211 Ib FT =10% LUNBER- TOP CHORD 2(4 SP M 31 'Except• T2: 2x4 SP No.2 BOT CHORD ZA SP M 31 WEBS ZA SP No.3 WEDGE Left 2X6 SP No.2, Right 2x6 SP No.2 REACTIONS. (Ib/sizo 1=1529"-D (min 0-1-8), 11=152910-8-0 (min. 0-1-8) Max Hom 1=148(LC 8) Max Uplittl=-517(LC 8), 11=517(LC 9) BRACING - TOP CHORD Structural wood sheathing dveoty applied or 3-0-12 oc pudins. BOT CHORD Rigid ceTng directly applied or 7-6-12 oc bacing. MTek recommend' that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation aide. FORCES. (Ib) - Max. Comp./Max. Ten - All forces 250 gb) or less except when shown. TOP CHORD 1-2=-3267/1089, 23=3088/1051, 3-4--=2/1069, 4-5=-2368/826, 7-8=23681627, 8-9=-3012(1069, 9-10=3088H051, 1011=-326711090, 5-6=-21331810, 6-7=-2133/810 SOT CHORD 1-17=-1065/2945, 16.17=-7642428, 15-16=-764/2428, 14-15=.427M826, 13-14=6152428, 12-13=-6152428, 11-12=-9172945 WEBS 6.14--296!/29, 8-14=5901402, 8-12=-232/585, 10-12=31M13, 6-15=-296R29, 4.15=-590/401, 4.17=-2311585, 2-17=318/312 NOTES 1) Unbalanced loot live loads have been considered for this design. 2) Wind: ASCE 7-10; Vutt=160mph (3-second gust) Vas&124rrph; TCDL=4.2psf, BCDL=S.Opsf; h=15f; Cat II; Fxp C, End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 6) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of trues to bearing plate capable of withstanding 517 lb uplift at joint 1 and 517 lb uplift at joint 11. LOAD CASE(S) Standard / iiGE PE 76Q51 4 Job t Nas lype y gygN ,15zxMRa]( 11russ Ai HIP 2 , Job Reference (optional . •�� -• ,V12cFRSQeaxEcynn.R.cS ID:EaPO1Iv.CVA016 7vTFdY75cK•h04e9OYpUSmP 24 11 35a-13 47.0-0 sz-1 1 saa 1 Scab = 1:724 3 Yy- 5.00 F12 5x5 = 6 r 7 e� " 3A 3xa4 5 ,.Sx4 O 4 4x6 i z 1 3x4 C 3xa C a10 US C tI 12 bx7= to 17 t8 18 14 73 5X7= 3x5 = 314 = US = 3x4 = US = 4xa = 314 = 3x5 = - 4baa f-0tgd�4 fb9-0 ]1-7-,3 4080 4 6a ks"�—I�13 I 1 Plate Offsets MY)— f9:03.10.62-67 f6:Ofs4.0-2-6I I920-39 042-81 LOADING (psf) SPACING- 2.0-0 CSI. DEFL In (loc) Vde6 L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.93 Vert(LL) -0.20 16 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.41 16-18 >999 180 13CLL 0.0 Rep Sbeas Incr YES WB 0.77 Hom(CT) 0.13 12 n/a da BCDL 10.0 Code FBC2017?PI2014 - MatrixS Weight 277 lb FT = 10% LUMBER - TOP CHORD 2x4 SP NO-2 BOT CHORD 2x4 SP M 31 WEBS 20 SP No.3 SLIDER Left 2x6 SP No.2 2.11-8, Right 2x6 SP No.2 2-11-8 REACTIONS. (lb/size) 1=1529A-M (ndn 0-1-8), 12=152910-6-0 (nun. 0-1-8) Max Horz1=133(LC 8) Max Uplift1=500(LC 8), 12=500(LC 9) BRACING - TOP CHORD Structural wood sheathing drectly applied BOT CHORD Rigid ceiling directly applied or 7." sic bracing. WEBS 1 Row at rrddpt 645 MTek recommends that Stabilizers and required aces bracing be Installed during truss erection, in accordance with Stabil¢er Installatron uide. FORCES. Ob) - Max. Comp/Max. Ter. - All forces 250 Ob) or leas except when shown. TOP CHORD 1-2=3256/1053, 23=-3178/1065, 3.4=-3036/951, 45--29371960, 5.6=23551777, B-7=-21241755, 7-8=23SW777, 8-9=-2937I960, 9-10=3036/951, 10-11=-317811066, 11-12=32folo53 BOT CHORD 1-18=-10332933, 17-08=8052618, 16-17=-805/2618, 15.16=5042124, 14-15=6722618, 13-14-6722618, 12-13=4002933 WEBS 3.18=-237256, 5-18=-71/428, 516=543/385, 616=•165r556, 7-15=1171557, B-15--6431365, 8-13=-721427, 10-13=237256 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h--15R, Cat 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This toss has been designed for a 10.0 psf bell= chord live load nonconnaarem with any other live loads. 5) Provide mechanical connection (by others) of toss to bearing plate capable of withstanding 500 lb uplift at Joint 1 and 500 lb uplift at Joint 12 LOAD CASE(S) Standard 12 Job Tmss Iruss lype City WM I45bXMITB( M HIP Ipty 2 t - Job Reference (optional _-..K.., .w..,o,w, r. rm, <am:a.ewa .waa«Wrmca1.wa�an ane ee<ee -y9aSG_dNZnO;Npravm8Cn6waDrInWar0YZ.vtaiN ID:FaP0Ux4YVA016w507vTFdY75oKmo2yH 50 7-7-4. �^ 1580 I .2t-6.13 I -20.8a I 344-12 I 42 E-0 , ' 7-7-4 - 7-10.12 6-043 4-H-3 7-70.72 7-7-4 Scale = 1:72.4 •• 5.00I2 5v5= 3x4 = 5z5 = 5 8 7 3%44 4 3 -1� 4x44 4z4 i 2 a ITM „x 36 _ 314 = Sze = 4x6 = 12 I.6x4 II 6x7 = 3x5 = -I T62-0 1 20.7-7 I 2G10-0 I 33.IL I 41-0-0 42�-0-;D Plate Onsets MY)- r1d13-10.03-0i. f7:0-2b.0.2-71 r11 M,1003-01 LOADING (pst) SPACING. 2-0-0 CS L DEFIL , In ([cc) ildefl L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.79 Vert(LL) 0.24 15 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.4417-18 >999 180 BCLL 0.0 Rep Stress Iner YES WB 0.26 Horz(CT) 0.19 11 Na Na BCDL 10.0 Code FBC2017/rP12014 MatrixS Weight: 230 Ib Fr = 10a/a WMBER- TOP CHORD 2x4 SP N0.2 'ExceW T2: 2x4 SP M 31 SOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2(6 SP N0.2 38A, Right 2x6 SP N0.2 3.8-4 REACTIONS. (lb/Stze) 1=152910-8-0 (nun. 0-1.13), 11=1529A-8-0 (miR 0-1-13) Max Homl=-118(LC 9) Max Upiiftl=-480(LC 8), 11=480(LC 9) BRACING - TOP CHORD Structural wood sheathing directly applied BOT CHORD Rigid ceifng directly applied or 6-1-0 cc bracing. WEBS 1 Row at nudpt 3-17, 6.14, 944 MTek recommends that Stabilizers and required cross bracing be Installed during }ruse erectioR in accordance with Stabilizer Installation guide. FORCES. Qb) - Max. Comp./Max. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 1-2=-3275/966, 23=-3149/983, 34=-2591/846, 4-5=-2506/869, 5E=-2437MG4, 6-7=-2279/838, 7-8=2505867, 8-9=-2591IS44, 9-1D=31491984, 10-11=3275/967 SOT CHORD 1-18=9332950, 17-18,9332950, 16.17=-6122291, 15-16=-6122291, 14-15=6872448, 13-14---8352951, 12-13=-8352951, 11-12=-835/2951 WEBS 348=0(814, 3-17=-706/420, 517=100/462, 5-15=-107/396, 6-14=435/137, 7-14=-132/627, 9-14--707/422, 9-12=01311 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vint=160Mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15Q Cat 11; Fxp C; Encl., GCpFO.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pordling. 4) This buss has been designed for a 10.0 pet bottom chord live bad nonconcument with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 480 lb uplift at Joint 1 and 48D lb uplift at Joint 11. LOAD CASE(S) Standard PE 76051 10/1111110 I V ,t' Job N5a Inns lym y WM 145?XMREK 0.5 HIP 2 1 ' Job Reference a ' na S ftrn T s CanPa , Fat SM0, FL 3t951 Scale = 1-71.2 5X7 = 150 It 5X7 = m Lb Us = 1.5X4 II Us = 3X3 = 3X4 = UO II 3X5 = 3X4 = 4X6 = 1J-4 - 62-0a 1 70.11 138-0 21A0 2d&e Y11-] 40$0 61A-0 I 1Y�—I�`ss I�ao I rao Imo( isla�iol� as4_ roa Plate Offsets (X,}j- f1:03-10.0301. r4A-5-4.0-2-81 16:0-540.2A1 f9:0�-10 G3-01 LOADING (psf) SPACING- 2-0-0 CS). DEFL in (loo) Wall Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.96 Vert(LL) 0.29 13 >999 241) MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.5213-15 457 180 BCLL 0.0 Rep Stress Incr YES WE 0.56 Horz(CT) 0.19 9 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-S Weight: 223 lb FT =10% LUNISER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 SP No.2 BOT CHORD Rigid calling dvectly applied or 6-2.10 oc bracing. WEBS ZA SP No.3 SLIDER Left 2x6 SP No.2 3.413, Right 2x6 SP No.2 3413 M1rek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 1=1529A-8-0 (min. 0.1-13), 9=15299-84) (ndn. 0.1-13) Max Herz 1=103(LC 9) Max Upliftl=A72(LC 5), 9=-072(LC 4) FORCES. Qb) - Max. CompJMax. Ten. - All forces 250 (ib) or less except when shown. ' TOP CHORD 1-2=-3281/1030, 2-0--3164(1045, 3-4--2724963, 4-5=2855/1104, &6=2855/1104, 6-7=2724/963, 7-6=-31641046, 8.9=3281/1030 BOT CHORD 1-16=897Y2955, 15-16=-8972955, 14-15=7232461, 13-14--7232461, 12.13=-7192461, 11-12=7192461, 10-11=-8942955, 9-10=-8942955 WEBS 3-16=0269, 3-15=563/351, 4-15=-79/443, 4-13=-226/644, 5-13=45/1348, 6-13=-226/644, 6-11=-79/443, 7-11=-563/352, 7-10=01269 NOTES 1) Unbalanced roof five loads have been consideretl for this design. 2) Wind: ASCE 7-10; VuR=160mph (3second gust) Vasd=124rrph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat 11; Fxp C; End., GCpl-,0.18; MWFRS (envelope); 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 nonconanent with any other live loads. 5) Provide mechanical connection (by others) or truss to bearing plate capable of withstandI g 472 lb uplift at Joint 1 and 472 lb uplift at )alit 9. LOAD CASE(S) Standard STAT EUt "'i N65 Imes lype RYAN 145x-AMrtIX A6 NIP JQV IMY 2 1 Job Reference o ' nal SaaNcm Truss Cempaelee, Far Plane, R Masi 4f' 5,5 = 3%4= 3Xi_ 30= 50= Scale= 1:71.3 1. 0 3X5 = 1.5x4 11 3xe = 4x8 = 3x4 = 4x6 = 3xs — 1.5X4 11 34 = ro 42oa 1 WIN 1 1x ( 2ataaao 1 xnac 1 341t-x t mac 4L0.0 eao sba to 4 � aSe tAa Fate Onsets().Y)— 11:D310.6301. f1'.0-1-14Edge1 f11:0.3-10.0.3-01 fll:1-4.3Ednei LOADING (pat) SPACING- 2-M CSI. DEFL in (too) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.59 Vert(LL) 0.31 15 499 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.56 13.15 "79 180 BCLL 0.0 Rep Stress Ina YES W8 1.00 Hom(CT) 0.15 11 n1a nla BCDL 10.0 Code FBC2017/rP12014 Matrix-S Weigtd: 218 Ib FT = 10% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-93 oc purllns. BOT CHORD 2c4 SP M 31 BOT CHORD Rigid ceiling directly applied or 7-4-7 oc tracing. WEBS SLIDER ZA SP No.3 Left 2x6 SP No.2 2-105, Right 2x6 SP No.2 2-105 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=152910-8-0 (min 0.1-e), 11=1529/0&0 (hen. 0-1.8) Max Hom 1=88(LC 10) Max Upliftl=-497(LC 5), ll=-Q7(LC 4) FORCES, Qb) - Max. Comp./Max. Ten - All farces 250 (Ib) or less except when shown TOP CHORD 1-2=3301/1099, 2-3=3248M113, 3-4=2888/1051, 45=2638/1010, 5-6=-3280/1257, 6-7-3280/1257, 7-8=-2638/1010, 8.9=-2888/1051, 9-10=-3248/1113, 10-11-3301/1099 BOT CHORD 1-18=-9652974, 1748=5652974, 16-17=-111713216, 15-16=-1117/3216, 14.15=1115/3216, 13-14-4115/3216, 12-13=9612974, 11-12=-9612974 WEBS 3-17=403292, 4-17=-208!/82, 5-17=-840/361, 7-13=-840/361, 8-13--2081782, 9-13=-403/292 NOTES- 1) Unbalanced mof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuk=160mph (3second gust) Vasrl=124rryh; TCDL=4.2psf; BCDL=5.0psf; h=15R, Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending 4) This truss has been designed for a 10.0 psl bottom chord live load nonconanent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 497 lb uplift at joint 1 and 497 Ile uplift at joint 11. LOAD CASE(S) Standard ENSF��/�i PE 76Q51 fi r ' X - STATE7XF—'1 �/ P ORJ��lr�\ N54 YPO Y fiYAN 1452A-MITIX pg 3PECW. 1 '� 1 Job Refererum (optional) + sautxer 6.00 12 21 3X5 = 7X8 9 3ffi = 6x5 5X5 = 11 7X8 S 6X8= 3X4= 5X5= 3X4— Ti 7 8,+6 T 1 4 12 i I IM g AIR AM *�%—hmio' 20 19 18 17 16 is 8X6 = 5x6 = 318 = 6X6 = 5X5 = 51-M I26 LOADING (psf) SPACING- 241-0 CS' DEFL in (too) VdeO Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.82 Vert(LL) 0.68 18 >819 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.9018-19 >522 180 BCLL 0.0 Rep Stress Incr YES WB 0.78 Hwz(CT) 0.15 15 n/a n1a BCDL 10.0 Code F13C20171rP12014 Matrix-S Weigrd: 2261b FT - 10% LUMBER- BRACING. TOP CHORD 2x4 SP N0.2 Except• TOP CHORD Structural wood sheathing directry applied or 2-2-0 oc purfms. T2,T4: 2x4 SP No.3 SOT CHORD Rigid ceiling directty applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 JOINTS 1 Brace at Jt(s): 10 WEBS 2x4 SP No.3 MTek recommends that Stabilizers and required aces bracing be installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (Ib/slze) 21=155410-8d (min 0.1-13), 15=1559/6&0 (nrin. 0.1-13) Max Hom 21=81(LC 8) Max Uplift21-626(I-C 8), 15=-485(LC 4) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 Qb) or less except when shown. TOP CHORD 1-2--470210, 2-3=277911103, 35=380611587, 5-6=4048Y1672, 6-7=456911841, 7-8=-0569/1841, 8-9=-4024/1556, 9-10=-378411477, 10-12=378411477, 12-13=-2768M46, 13-14=-4891190, 34--2611119, 11-12=-295/140, 9-11=-2901126 BOT CHORD 1-21=-235/489, 20.21=-316/489, 19-20=-101017522, 18-19=159714048, 17-18=1481/4024, 16.17=-8172509, 15-16=-2171512, 14-15=-2171512 WEBS 2-21=-13971689, 2-20=-0872036, 3-19=-676/1700, 6.19=-6131364, 6-18=-2191577, 7-18=-377285, 8-18=-3151704, 8.17=-6371J93, 12-17=741/1755, 13-16=-6452001, 13-15=-14011543 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=160mph (3second gust) Vasd=124mph; TCDL=4.2psF, BCOL=5.W, h=15fK Cat II; Exp C; Encl., GCpl=0.18; MWFRS (envelope); 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 nonconcument with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 626 Ib uplift at joint 21 and 485 Ile uplift at joint 15. 6) Graphical pudin representation does Trot depict the size or the orientation of the Pullin along the top and/or bottom chord. LOAD CASE(S) Standard J PE 76Q51 fi T iTATETII`- "j P 4V ORID, ON'4L /1111111�� ob Inns lypa y FVAN 145Y0.MRFJC A7 NIP 2 / Job Reference (optional) ' J ' - •, i- 'ask'. -.. 1 11,'�. 5X7 — 1.5x4 II 3x6 = 30 = 6x7 = n vtS ro 6x7 = 17 16 15 14 13 12 � _ 3x5 = 3x4 = 4x6 = 3x8 = 3x4 = Us = 3x4 = . Us = da 42de ��1-0q Bad ti-28 +..1 0280 ded0 Y•Bd I Bz-0 I>a�l )d. It Ban 4fi011 Plate Offsets(XY1.. [1:031003-01 (4:OS-4D-2-8f f8:OS40-2A1111'039003-0i H5'0-2-80-1-81 LOADING (psi) SPACING• 2-0-0 CSL DER in (roc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.3814-15 >999 240 MT20 2441190 TOOL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.6414-15 >772 180 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(CT) 0.15 11 nPa We BCDL 10.0 Code FBC2017ffP12014 Mafr&-S Weight 2121b FT =10% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except TOP CHORD Structural wood sheathing directly applied or 341-,14 0o purlins. T2,T3: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 6311 oc bracing. BOr CHORD 2(4 SP M 31 WEBS 1 Raw at midpt 7-15 WEBS 21c4 SP No.3 SLIDER Left 2x6 SP No.2 233, Right 2u6 SP No.2 238 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilize) Installation guide. REACTIONS (lb/size) 1=1529/0-8-0 (min 0.1-8), 11=1528/48-0 (min. 0-1A) Max Ho¢1=73(LC 9) Max Uplift1=523(IL 5), 11=523(LC 4) FORCES. pb) - Max. Canp:/Max. Tm - All forces 250 Qb) or less except when shown. TOP CHORD 1-2=327311204, 2.3=3219H211, 34-3046H137, 4w3899/1574, 54=-389911574, 6.7=3899/1574, 7-8=-3900/1575, 8-9—W46/1136, 9-10=-321911211, 10-11=3273/1204 SOT CHORD 1-17=-10572940, 16-17=9372793, 15.16=-9372793, 14-15=-1429/3900, 13.14=9342793, 12-13=9342793, 11-12=-10542940 WEBS 3-17=-176264, 4-17=-14f368, 4-15=-559M341, 5-15=-434/329, 7-14--474/330, 8.14--58011342, 8-12=-14/368, 9-12=-176264 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vitt=160mph (&second gust) Vasd=124nph; TCDL=4.2psf; BCDL=5.Opsf; h=15tt; Cat Ih Fxp C; Encl.. GCp"0.18; MWFRS (envelope); 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 pet bottom chord five load nonconcurrent with any other Me loads. 5) provide mechanical connection (by corers) of truss to bearing plate capable of withstanding 523 lb uplift at joint 1 and 623 lb uplift at joint 11. LOAD CASE(S) Standard Wk PE 76P51 fi � r " STATE-0F'j g� ::Z* i?0��.—�1'�� i �� gr.r'f:.2r+1 r 5.00 12 5X7,- 1.5x4;11 3x8 = 4X8 = 1.6X4 II - ° 3x4 = 5X7 = 3X5 = c ro 5X5= 3.8 M183HS= 1.5X4 II 3xa = 3X6 = 5x5 = ad= 5x6 WB= 8=18 - 1:71.2 LOADING (Psi SPACING- 24)-0 CSL DEF- in (loc) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.91 Vert(LL) 0.6016-17 >787 240 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 Be 0.51 Vert(CT) 48316.17 >50 180 M18SHS 244/190 BOLL 0.0 Rep Stress Ina NO WB 0.80 Hom(CT) 0.12 12 n/a n/a BCOL 10.0 Code F802017rrP12014 Matrix-S Weight: 4321b FT = 10% LUMBER- BRACING. TOP CHORD 2X4 SP N0.2 TOP CHORD Structural wood sheathing directly applied BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiring directly applied or B-2-0 cc bracing. WEBS 2c4 SP No.3 OTHERS 20 SP N0.3 REACTIONS. (lb/size) 21=2852/0-8-0 (min. 0-1.8), 12=28520-6-0 (min 0-1-8) Max Horz21=57(LC 8) Max Upli821=1298(LC 5), 12=-1298(LC 4) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 Qb) or less except when shown. TOP CHORD 1-2=7641J53, 2-3=54342601, 3-22=-774413791, 22-23=-7743f3791, 4-23=-7743/3791, 4-24--7743/3791, 24-25=-7743/3791, 25-26=-7743/3791, 5.26=7743/3791, 5-27=-9097/4437, 6-27=-9097/4437, 6-28=-9D9714437, 7-28=-9097/4437, 7-29=-9097/4437, 2930=-9097/4437, 3031=-9097/4437, 831�9097/4437, B32=7764/3797, 3233=-775513797, 9J3=-775513797, 9-10=-5432/2600, 10-11=767J359 BOT CHORD 1-21=368/766, 20-21=-426/766, 2034=-2311/4943, 34-35=2311/4943, 1835=2311/4943, 1936=-43358118, 1836=A335/9118, 18-37=-033519118, 373B=-4335/9118, 1738=-433519118, 17-39=-433519118, 39-40=433519118, 40-01=-433M118, 16A1=-43358118, 16.42=368217754, 42-43=-M2/7754, 15-43=-3882)7754, 15-04=-3682/7754, 14A4=3682r7754, 14-4Fr--2307/4941, 45-46=230714941, 13.46=-2307/4941, 12-13=374/770, 11-02=374/770 WEBS 2.21=-2569/1274, 2-20=199014224, 3-19=-1578/3274, 4-19=572/500, 5-19=-1615r767, 5-17=01430, 7-16=-553/491, 8-16=-74511578, e-14=43881M, 9-14--1587132&9, 10-13=-1987/4219, 10-12=-2567/1273 NOTES 1) 2-ply truss to be connected together with 10d (0.131'k3) malls as follows: Top chords connected as follows: 2x4 -1 row at 0.9-0 oc Bottom chords connected as follows: 2x4 - 1 row at 0-911 oc. Webs connected as follows: 2x4 -1 row at 0-7-0 cc, Except member 20-2 2x4 - 1 row at 0.9-0 co, member 203 2X4 -1 row at 0-9-0 oc, member 193 2c4 - 1 row at 09-0 04 member 4-19 2x4 -1 row at G-9-0 oc, member 195 2x4 -1 row at 09-0 co, member 5-17 2(4 -1 row at 09-0 oc, member I" 2(4 -1 row at 0-941 cc, member 7-16 2x4 - 1 row at 0-9-0 oc, member 16-8 2(4 -1 row at G-9-0 co, member B-14 2x4 -1 row, at D9-0 oc, member 14-9 2x4 -1 row at 0-9-0 co, member 13-9 2(4 -1 row at G." co, member. \\\I 11 I I I 1 / 13-10 2c4 -1 row at 0." cc. \\ // 2) All bads are considered equally applied noted applied to all plies, except ted as front (F) or back (B) fain the LOAD CASE(S) section. Plyt��\\`0, M. BL[��r ply connections have been provided to dstdbute only loads noted as (F) or (B), urdess otherwise Indicated \ -- 3) Unbalanced roof live loads have been considered for this design. ` �i v\GEN$F��`�-/// 4) Wind: ASCE 7.10; Vutt-160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Dpst h=15fk Cat II; Exp C; Encl., ` 7 Co�nued on page 2 (envelope); Lumber DCI.=1.60 plate grip DOL=1.W t; j PE 76Q51 Z %'if T - STATEt7F^' j � r 0 NSe N55 YPa RYAN 1d5s.A Me NIP , 1 2 ,bh Reference, o plionall r `9wNem T. tbnpeMes, Fad Plem, FL 34951 ` ! RM: 6.200 s Nw 902017 PMb a90 s Otl 21 2ca NpTek hdu`rMA w,e. Mm Nw 19 0756:07201a Peggy 2 r +� IO.EaPGUKVCWAOI=7vTPoYlScK-gwo MT ZOKzwIUL%b l%lNmoq&RQanxli yHbsM . 'i 6) Provide adequate drainage to piever@"water ponbing fs4 6) All plates are MT20 pates uNess othenvlse fndicaled. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcunem with any other;INezloads. 8) Provide mechanical connection. (by others) of truss to bearing pate capable of withstanding 1298 In uplift at joint 21 and 1298 Ito upfdt at joint 12. 9) Hanger(s) or other connection device(b) shall be provided sufficient to support coroerdrated load(s) 176 Ib down and 238 Ito up at 7-6-0, 94 Ib down and 139 Ib up at w, 9-6-12, 941b down and 139db up et' 11-6-12, 94 lb down and 139 Ib up at 13-6-12, 94 Ib down and 139 Ito up at 15.6-12, 941b down end 139 Ib up at 175.12, 941b down "';,. and 1391b up at 19-6-12, 94 lbdown and 1391b up at 21-0.0, 94Ib down and 139 Ib up at 225-4, 94 Ib d wn end 1391b up at 24.5-4, 94 Ib down and 139 Ib up at 265-4, 94,lb down and 139 Ib up at; 28-54;�941b dawn and 139 Ib up at 30-5.4, ant 941b down end 139 Ib up at 325.4, and 1761b down and 2361b up at 34-M on top chord, and 2521b down and 123 Ib up at 7Tr0,101b down at 56-12, 70 Ib down at 11-6-1$ 70 Ib down at 13iL12, 7016 down at 15-6-12, 70 Ib down at 17-6-12, 70 Ib down at 19.642, 701b down at,21-0-0, 70 Ib down at,7254, 70 Ib down at 24.54, 70 Ib down at 2654, 70 Ib down at 2854, 70 m down at 3g5.4, and 70 Ib dawn at 3254, and 252 Ib dm6 and 123 1iLp at 3454 cn bottom ctorti The design/selertion of such connection aevice(s) lathe responsibility of othem. LOAOCASE(S) Standard 1) Dead + Roolr�Jve (balanced): Lumber Increase=125, Rate Increase=1.25 Unifomf Loads (plt) Vert: 13=-SA 3-9=-54, 9-11=-54, 1-11=20 `Concentrated twos (Ib) Vert 3=-129(B) 6=-94(B) 9=129(B) 20=-252(9) 13=252(B) 22=94(B) 23=-94(B) 24=94(B) 25=94(B) 26=-"13) 27=-94(B) 26=94(8) 29=-"B) 30=94(8) 31=-94(B) 32=94(B) 33=-94p) 34=47(B) 35=-07(B) 36=47(B) 37=47(B) 38=-07(B) 39--47(B)-40=-47(B) 41=-47(B) 42=47(B) 43 —47(B) 44=-07(B) 45=-07(B) 46=47(B) PE76p51 ih z iTATE1BF' . �ORID 0 1111 I111�� J00 Truss Imes lype iy6`rAN 145bA-MrtIX Bf CAMMON 1 1 Job Reference a ' nal ' Y =1ai(i to a 3 Scale - 1:34.4 Id LOADING (psf) SPACING- 2-" CSL DEFL in (loo) I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.70 Vert(LL) -0.12 19 >999 240 MT20 2,W190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.25 1-9 >968 180 BOLL 0.0 Rep Suess [nor YES WB 0.17 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FSC2017/TPI2014 MatrixS Weight: 96 ro FT - 10% LUMBER - TOP CHORD 2x4 SP No.2 DOT CHORD 2x4 SP No.2 WEBS 2x4 SP N0.3 WEDGE Left 2x6 SP N0.2 SLIDER Right 2x6 SP N0.2 2-9-10 REACTIONS. (Ib/size) 6=74OM-M (min. 0.1-8), 1=74010-8-0 (min. 0-1-8) Max Horz1=81(LC 9) Max UpIM----252(LC 9), 1=-258(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-M W tracing. MiTek s bracing recommends that Stabilizers and required crosacing be instatled during truss erection, in accordance with Stabilizer Installatlon uide. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 1-2=-1381/484, 23=1206/440, 3-4=-1121/405, 4.5=-1215/442, 5-6=-1274/428 BOT CHORD 19=-457tl224, e-9=2041837, 7-8=-2041837, 6-7=319/1093 WEBS 2-9=-290272, 3-9=482/449, 3-7=-139/329 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 740; Vult=160nph (3,second gust) Vas&124mph; TCDL=4.2psf; BCDL=5.W, h=151K Cat 11; Exp C; Enci., GCpkQ18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) This to as has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 252 lb uplift at Joint 6 and 258 It, uplift at joint 1. LOAD CASE(S) Standard will i \rENg'F•��L/��i PE 76Q51 ih T Mar'q`g, �,— V ws, R.:11-4.0 . •s'YCr 6.2-7 M. I�, }69 Iba-0r0801 }&7 ) S2A 6x5 = 3x4 = 6 1.40_' Bill-13 I 6-05 I 6-11-14 l ecale- 1:35A It Piate Offsets fk.Y1— N:0-0-01-3.2i, (1:0.1-140-0.2i M.0.2-00.2-111 M!3,2-80.3-01 f50.2-0b2-117 !8'044,M- i LOADING (psq SPACING- 2-M CSL DEFL in (loc) Well Vd PLATES GRIP TOLL 20.0 Plate Gdp DOL 1.25 TO 0.70 Vert(LL) -0.12 1-11 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.25 1-11 >950 180 BOLL 0.0 Rep Stress Incr YES WB 0.17 Ho2(CT) 0.03 8 n/a n/a 13CDL 10.0 Code FBC2017/TPI2014 MatrixS Weight 95 Ib FT = 10% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 WEDGE Left: 2x6 SP No.2 SLIDER Right 2x6 SP No.2 2-9-10 REACTIONS. (lb/s@e) 8=740A48.0 (min 0.1-0), 1=740)4W (min. 0-1-8) Max Hoizl=76(LC 9) Max UplIR8=-247(LC 9), 1=253(LC 8) FORCES, (Ib) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-13731468, 2.3=1204/424, 5-6--1120I391, 6-7=-1211/427, 7-8=-1268/413, 3-4=1066/416, 4.5=9951389 SOT CHORD 1-11--436/1215, 10-11=.192/839, 9-10=1920% 8-9=-30511088 WEBS 2-11=268258, 4-11=-1721436, 4-9=-13107 Structural wood sheathing directly applied or 4-2-13 oc pudins. Rigid ceiling directly applied or 8-10-12 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erectloR in accordance with Stabilizer Installation guide. NOTES. 1) Unbalanced roof live Wads have been considered for this design. 2) Wind: ASCE 7-10; Vu(t=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat II; Fxp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pord(ng. 4) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with ary other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstardirg.247 lb uplift at Joint 8 and 253 lb uplift at Joint 1. LOAD CASE(S) Standard PE76 51 f _ I sTs1A bobNAL Job -- -- ress ^' Truss Ply RYAN 1152-MMniX Be HIP 1 �_,-_ Job Reference a ' n ,a6 ".`-':3KWI- - 4x4 = 2 8x7 = 3 Scala - 1:34.2 [. 3x8 II 1-0-0 860 13b0 204e t-0-0 7-0-0 I a.e_n F 1 Plate Offsets OCY)— 11:0-601-3-2i, fi.0f1-140-U-2t r2:0-2-40-2-01 t3.0o-4o-2-8t 14�0-2-80-4-2t LOADING (cast) SPACING- 2-0-0 CSL DEFL In (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Gap DOL 1.25 TO 0.95 Vert(LL) -0.13 1.7 >999 240 MT20 2441190 TCDL 7.0 Lumber COL 1.25 BC 0.80 Vert(CT) -0.28 1-7 >852 180 BCLL 0.0 Rep Stress [nor YES WB 0.10 Harz(CT) 0.04 4 We n1a SCOL 10.0 Code FBC2017/TP12014 Matrix-S Weight 91 lb FT = 10% LUMBER- GRACING - TOP CHORD 2X4 SP N0.2 •Except• TOP CHORD T3: 2x6 SP No.2 BOT CHORD BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP N0.3 WEDGE Left 2x6 SPNo.2, Right: 2x4 SP No.3 REACTIONS. (Weize) 4=740/0-8-0 (rNn 0.1-8), 1=740/0-8-0 (min. 0.1.8) Max Hcrz1=61(LC 8) Max Uplift4=228(LC 9), 1=-235(LC 8) FORCES. (lb) - Max Comp./Max. Ten - All forces 260 (lb) or less except when shown. TOP CHORD 1.2=1294 %, 23=•1118/408, 3-0=-12281380 BOT CHORD 1-7=-290/1112, 6-7=-270/1061, 5-6=27011061, 4-5=-273H056 WEBS 2-7=0262 Structural wood sheathing directly applied. Rigid ceiling directly applied or 10." oc bracing MRek recortmends that Stabilizer; and required cross bracing be installed duang buss erection, in aocordarme with Stabilizer Installation Guide. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu8=160mph (&second gust) Vasd-124mph; TCDL=4.2psf; BCDL=5.Cpsf•, h=15fk Cat II; Exp C; End., GCPI=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water polling. 4) This truss has been designed for a 10.0 per bottom chord live lead nonconcuderd with arry other We loads. 5) ProNdde mechanical connection (by others) of toss to bearing plate capable of withstanding 228 lb uplift at Joint 4 and 235 lb uplift at Joint 1. LOAD CASE(S) Standard J PE 76Q51 fi STATVDF�/' /OVAL ce _ m69+,.�',. IUSS YP9Fly NYAN 1452A-MREK 6/6 yp, :j-NIP . 1 1 Job Reference (oplionarl ScuNem Truss C.nlme a, Fen Poem, FL 31951,• , 6hD ti_t•3c�n 1:. . r,. F - w 4K7 5.00 R2 3 i-1 Idm: 92M a Nov 30 2017 end: 5230 s Od 21 201a Wek N4ost4es Me. Mon NW 19 0736:0a =8 Pe 1 ID:EaPOU1xCWAOI&wW7vU&?5cK-J7NUTrK-SSgYB'h(ut5?cFv1 bEUaAHo11b1FRG79SL Scab - 1:35.0 1K4 It U7= 5x5 = 1x4 II U4 = ix4 11 5x5 = Us= 1.0.0 t 6.0.0 I 168-0 t 1&4-0 1 20-4-0 t 21-0-0 1-0.0 5-0-0 44i0 Plate Offsets(YYI- 11.0-4-10Edoet f3.0-540-2fi1 r'05-00-2-01 f7:0-0-10Edpet LOADING (pst) SPACING- 2-0.0 CSL DEFL in (W) Udall Ltd PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.52 Vert(LL) 0.15 9 >999 240 MT20 244/190 TCDL 7A Lumber DOL 1.25 BC 0.60 Vert(CT) .0.21 9-11 >999 180 SCLL 0.0 Rep Stress incr NO WB 0.26 Horz(CT) 0.07 7 n/a n/a BCDL 10.0 Code FBC2017frP12014 MatrixS Weight 103 lb FT = 10% LUMBER- BRACING - TOP CHORD ZA SP N0.2 TOP CHORD Structural wood sheathing directly applied or 3-2-15 cc put lns. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5.10-13 oc bracing. WEBS 2K4 SP No.3 MTek recommends that Sterilizers and required cross bracing SLIDER Left 2xe SP No.2 2-10-12, Right 2K6 SP No.2 2-10-12 be installed during buss erection, in accordance with Stabilizer Installation aukre. REACTIONS. (lb/size) 1=1109,0-8-0 (rdN 0-1-8), 7=1109/0.8-0 (min. 0-1-8) Max Horz1=46(1-0 9) Max Uplift'1=541(LC 8), 7=541(LC 9) FORCES. (Ib) - Max. Comp./Max- Ten - All forces 250 (Ib) or less except when shown TOP CHORD 1-2--2284/1147, 2-3=-2213/1160, 3-12=2601I1401, 12-13=-260011400, 4-13=-2600/1400, 4-14=2600H400, 14-15=-2600/1400, 5-15=-2601/1401, 5-6=2213H160, 6-7=-2284/1147 BOT CHORE) 1-11=-1004/2041, 11-16=-100512055, 10-16=-1005r2055, 9-10=-100WD55, 9-17=1004f2055, 17-18=1004r2055, 8.18=-1004/2055, 7.8=-100312D41 WEBS 3.11=-281342, 3-9=347/683, 4-9=-45W404, 69=347/683, 5-8=2M41 NOTES- 1) Unbalarel roof live roads have been considered for this design. 2) Wind: ASCE 740; Vu@=160mph (3-second gust) Vasd=124mph; TCDL=-Upsf; BCDL=5.Opsf; h=15R, Cat 11; Elcp C; Encl., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip OOL-1.60 3) Provide adequate drainage to prevent water pending. 4) This toss has been designed for a 10.0 psi bottom chord live load noncenourent with any other live loads. 5) Provide mechanical connection (by others) of loss to bearing plate capable of withstanding 541 Ire uplift at joint 1 and 541 Ire uplift at joint 7. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 121 lb dawn and 169 lb up at 6-01-0, 57 Ib down and 197 lb up at 8-0-12, 57 It, down and 107 lb up at 10.0-12, 57 in down and 107 to up at 1134, and 57 lb down and 1071b up at 133-4, and 121 lb down and 169 lb up at 154-0 on top chord, and 106 lb down and 100 lb up at 641.0, 41 Ib dawn at B-0-12, 41 lb down at 10.0-12, 41 He down at 1134, and 41 lb down at 1334, and 106 Ib down and 100 Ito up at 1534 on bottom chord The designlselection of such connection device(s) is the responsibility or others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B)- LOAD CASE(S) Standard 1) Dead + Roof Live balanced): Lumber Increase=1.25, Plate Inorease=1,25 Uniform Loads (pro Vert 13=54, 35=54, 5-7=54, 1-7=-20 Continued on page 2 �\\ ENS,!/i PE 76Q51 fi T N5a _ ... Nss YPe _-wly 145 XMREK BKi • • HIP jFlYRYAN 1 1 Job Reference (optional) •••-•••••- v^ �...... rmw, rr. »wnun: a1W 9 NQ W O 11 FT OMO s OC 2 WIS MTM NW4 5. M M Nov 19 GTZD MB P i +� IIY.EaPOUI%CWAOI6wSO7vTFdZ?5cK-J7NWAIK55QYBTXu157cFv1bEUaAHollbl FRGyHhsL LOAD CA3E(S) :,Standard �, ys{F T ..� :-d°a 9F, Co ntrated'Loada Qb) da?d4i •I I •.:Vert: 3=a4(8) 5=74(B) 10=27(B) ll=-105(B) 8=106(13) 12---55(B) 13=55(B) 14--55(u) 15=55(B) 18=m(B) 17=-27(8) 18=27(13) PE 76Q51 r ;TATFOF'j .Q� ORID, ONAL job— 1russ Truss Type RYAN 1452-AMMIN cl COMNON 2 1 Job Reference o " na Scale - 1:28.3 ex4 = 3 F6 LOADING (psi) I SPACING- 2-M CSL On in (too) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.72 Vert(LL) -0.17 1-6 >999 240 MT20 2441190 TOM 7.0 Lumber DOL 1.25 SO 0.73 Vert(CT) -0.35 1-6 >558 180 BCLL CD Rep Stress Ina YES WB 0.16 Horz(CT) 0.02 5 n1a rda BCDL 10.0 Code FBC20170TP12014 MatrixS Weight: 67 lb FT = 10% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 44-12 oc purlins, GOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 -Except- B_OT CHORD Rigid calling directly applied or 9-5-14 oc bracing. W3: 2x6 SP No.2 MTek recommends that Stabilizers and reclured crass bracing WEDGE be Installed during truss erection, in accordance with Stabilizer Left 2x8 SP No.2 Installation guide. REACTIONS. (lblsize) 5=608/0-8.0 (min. 0-1-8), 1=608N-8-0 (min. 0-1-8) Max Horz1=86(LC 8) Max Uplift5=-206(LC 9), 1=-213(LC 8) FORCES. (lb) - Max. CompJMax. Ten - All forces 250 pb) or less except when shown. TOP CHORD 1-2=-10541388, 2-1 -8141280, 34=-866254, 4b=-630246 BOT CHORD 1-7=-3771928, 6-7=-3771928, 5-6=-1717717 WEBS 2-6=-303248, 3-6=-451409 NOTES 1) Unbalanced root live loads have been considered for this design 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TOOL-4.2psh BCDL=S.Dpsf; h=15fl; Cat 11; Exp C; Encl., GCp1=Q18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord We bad nonconcunent with any other five loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 206 lb uplift at Joint 5 and 213 lb uplHt at joint 1, LOAD CASE(S) Standard PE 76Q51 �Ih SjTATE OF- / ORIO�%�� `ss/ONAL1ENG \\\� Job ruse Imes 1yP9 Ply WM tA53-hMITFJC C2 COMMON 1 1 Job Reference (optional) , . ,1„�(,oy,¢wNXm,Tn!S�,Wmoanlea, Fort Fcm, F134951 „ . _ b7-14 b7-14 Nell: B1W $ NM 3 [ of YMC..5 -a" M--V PWSIIIe£ NC . NW 1Y YI:iO:VY.l. ID:EaPOUIw(WAO16wSO7vTFdz75cK-nJxjXlhT4Pah9L2jSOcE8SSBEeow RFFno_'ry h9K 0-0�10-00 1 174)-0 _ Scale= 1:28.9 3x4= :le 3 1X4 11 4 53X4= iFY ll an» Plate Offsets (X,Y)= fl-"-01321 f1:0.1-140-0-21 fM-2-00-2-111 f5:0-2-00-2-111 f6:0-0-40-2-01 LOADING (pst) SPACING- 2-0-0 CSL DEFL in (loc) Well Ud PLATES GRIP TCLL _ 20.0 Plate Grip DOI- 1.25 TO 0.59 Vert(LL) -0.17 1.8 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.36 1-8 -541 180 BCLL 0.0 Rep Stress Incr YES WE 0.15 Horz(CT) 0.02 7 nn/a n/a SCDL 10.0 Code FBC20177TP12014 Matrix-S WelgM: 67 lb FT = 10% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD BOT CHORD 2x4 SP N0.2 WEBS. 2x4 SP No.3 -Except- BOT CHORD W3: 2x6 SP No.2 WEDGE Left 2x6 SP No.2 REACTIONS. (Iblsize) 7--60Bl0-B-0 (min. 0-1-8), 1=60810-8-0 (min. 0-1-8) Max H=1=78(LC 8) Max Upllft7=197(1-C 9), 1=-205(LC 8) FORCES. Ob) - Max CompJMax. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 1-2=-10417d62, 2-3=-828264, 5-fi=889242, 6.7=-526235, 3-4.744273, 4-5=-744273 BOT CHORD 1.9=346/914, 6.9=4WM14, 7-e=464 744 WEBS 2-8=-281219, 4-8=-281398 Structural wood sheathing directly applied or 5-0.2 oc purlins, except end verticals. Rigid baling directly applied or 9.10-14 oc bracing. MTex racemmends that Stabilizers and required cross bracing be installed during truss ereo8oR in accordance with Stabilizer Install a6on pule. NOTES- 1) Unbalanced roof We loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h--15ft; Cat II; Exp C; Enct, GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water podding. 4) This mss has been designed for a 10.0 psf bottom chord live bad nonconc rrent with arry other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 497 lb uplift at joint 7 and 205 Ito uplift at joint 1. LOAD CASE(S) Standard \�N�\\i'PN GENSF PE 76Q51 7RJ r- ' STATEtf / A 8011111 x Job N65 N YPal y RYAN 14 2-A-MMZK C3G HIP 1 1 Job Reference o na rNu,wmpenias, ran WaCB, FL a4951 Q � giFx3. ,ti 07 = _ - 3. 04 = 1%4 II D%9= LOADING (psf) SPACING- 2-0-0 CSL TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 TCDL 7.0 Lumber DOL 125 BC I 0.55 13CLL 0.0 Rep Stress Incr NO WB 0.11 BCDL 10.0 Code FBC2017FFP12014 MatrbaS LUMBER - TOP CHORD 20 SP N0.2 •Except T2: 2x4 SP M 31 BOT CHORD ZM SP M 31 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 11=928A-8-0 (mh 0-1.8), 7=928/0-M (min. 8-1-8) Max Horz11=46(LC 8) Max Upli811=462(LC 8), 7=-462(LC 9) Scala = 1:29.9 DEFL in Qcc) I/defl L/d PLATES GRIP Vert(LL) 0.21 8-16 >892 240 MT20 244/190 Vert(CT) -0.31 8.10 >602 180 Harz(CT) 0.02 7 n/a n/a Weight 72 lb FT = 10% BRACING - TOP CHORD Structural wood sheathing directly applied or 3.7-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-6-11 oc bracing. MTek recommends that StabNzem and required cross bracing be Installed during truss erection, in axordanw, with Stabilizer Installation guide. FORGES. Qb) - Max. CompJMax. Ten - All farces 250 (lb) or less except when shown. TOP CHORD 1-2=-1198/606, 2-3=-1356f721, 3-12=-1192/663, 12-13=-11921683, 4-13=11921683, 4-5=1356f720. 5-6=-1198/606 BOT CHORD 1-11=-592/1184, 10-11=-606/1184, 9-10=-GM1192, 9-14=604/1192, 8-14=-604/1192, 7.8=-592/1184, 6-7=592/1184 WEBS 2-11=-4631318, 3-10==85, 4-(=028q 5-7=463/318 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=160mph (3-second gust) Vasd=124niph; TCDL=4.2psf; BCDL=5.Cpsf; h--15% Cat 11; Exp C; Encl., GCpk0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. - 5) Provide mechanical cennectlon (by others) of truss to bearing plate capable of withstanding 462 lb uplift at joint 11 and 462 it, uplift et joint 7. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 121 to dawn and 169 lb up at 6-0-0. 551b down and 107 It, up at 8-0-12, and 551b down and 107 Ib up at 9-11-4, and 121 lb down and 169 lb up at 12-0.0 on top chord, and 106 It, down and 100 to up at 6.0-0, 41 lb dawn at 8-0-12, and 41 lb dawn at 9-114, and 106 Ib down and 100 lb up at 11-114 on bottom chord The designtselection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads appltad to the face of the truss are noted as front (F) or back (B). LOAOCASE(S). Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 'Uniform Loads (1311) Vert 1J=54, 3-4=54, 4-6=54, 1-0=-20 Concentrated Loads Qb) Vert 3=74(F) 4=-74(n 9=27(1`) 1(--106(F) 8=-1a5(F) 12=55(F) 13=55(F) 14=27(F) /\`N�� :pN DENS •"rl /��i PE 76Q51 i 1 tf ; " STATES i l �i0�` y. ree6 Imss I ype plyRYAN taSbA-MITIX CJB JACK 1 1 Job Reference loptionall 'p'1i.'(."r, • �6aaMdn TNv CanVWea, FoM1 Flmca, R 31981 Mfl IOC.EaaPOUIv.CWAOi6wSSO7vsTFdFdz?SSc-Buudds93[d1NKyGOon(789srn54nihi 3s9wh�t �7falynr�H 5.6-6 — __ _ 84-5__ 1-0-4 I t-31d I 68-8 I 84-0 8-03 1-a3 0611 3be 2-8-f0 7 Scale= 1:17.2 Plate Offsets MY]— MO-680-1-12L 17:04-101-8-61 17:0-0-004-121 LOADING (psi) SPACING. 2-0-0 CSL DEFL in (loc) Irden L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.38 Vert(LL) -0.07 6-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.09 6-7 >834 180 BCLL 0.0 Rep Stress Ina NO WE 0.06 Horz(C) -0.02 4 n/a n/a BCDL 10.0 Cade FBC2017frP12014 Matrix-P Weight: 30 lb FT = 10% LUIl TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 WEBS 20 SP No.3 BRACING - TOP CHORD BOT CHORD REACTIONS. (lhfalze) 4=83/Mechanical, 5=108/Mechanical, 7=254/0-11-5 (min. 0-1-8) Max Hom7=123(LC 4) Max UpliR4=-59(LC 4), 5=57(LC 4), 7=466(LC 20) Max Gmv4-95(LC 17), 6=108(LC 1), 7=254(LC 1) FORCES. Qb) - Max. Comp/Max. Ten - All forces 250 Qb) or less except when shown Structural wood sheathing directly applied or 6 0-0 oc purims Rigld ceiling direly applied or 10-" oc bracing. MTek recommends Mat Stabilizers and required cross bracing ba installed lacing truss erection, in accordance with Stabilizer Inslalla0on ouxf NOTES- 1) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasc124mph; TCDL=4.2psh BCDL=S.OpsY h=1511; Cat II; B(p C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.6O 2) This teas has been designed for a 10.0 psf bottom chord live load nonconanent with ary other live bads. 3) Refer to girder(s) for buss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 59 b uplift at joint 4, 57 lb uplift at Joint 5 and 166 lb uplift at Joint 7. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support cornenbated load(s) 30 lb down and 110 Ile up at 2-11-0. 30 lb down and 110 lb up at 2.11-0, and 26 Ile down and 52 lb up at 548-15, and 26 lb down and 52 lb up at 5-&15 on top chord, and 71 lb up at 2-11-0, 71 lb up at 2-11-0, and 5 lb down and 2 Ile up at 5815, and 5 lb down and 2 lb up at 6815 on bottom chord The design/selection or such connection device(s) is the responsibility of others 6) In the LOAD CASE(S) section, loads applied to the face of the truss are Wed as from (F) or back (3). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (pit) Vet 1-0--54, 15=-20 Concentrated Loads Qb) Vert: 8=72(F=36, 8=36) 10=94(F=47, 13=47) 11=3(F=2, B=2) PE 76Q51 ;-;is; - STATl=rot--•-; Q� �7 Job1' name IMM Iyipo QFY RYAN 1a 21xmfm -.. • CJ7 JACK IPIY 2 1 Job Reference (optional) i. LN x;4i awman :rvss wn�nim, rarz Hate, r� xxt . J-. i 111-a-141 6-4-7 165-12 tb=r12 I-V4 PS11 a 9 1 a-1-5 1 plate Offsets (XY)- 20418.0-1-121. f2-0-1-7.1-7-141 I8:0.0.00.1-121 LOADING (pst) SPACING- 2-0-0 CSI. DEFL in (too) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.45 Vert(LL) .0.04 6-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) .0.08 6-7 >999 180 BCLL 0.0 Rep Stress Inor NO WB 0.16 HM(CT) -0.03 4 nfa n/a BCDL 10.0 Code FBC2017/TP12014 Matra-S Weight: 41 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD BOT CHORD REACTIONS. (lb/size) 4=111/Mechanical, 5--234/Mechanical, 8=48110.11-5 (min. 0-1-8) Max Horz8=163(LC 4) Max Uplift4=-94(LC 4), 5=104(LC 4), 8=-186(LC 4) FORCES. (Ib) - Max. Comp./Mu. Ten - All forces 250 Qb) or less except when shown. TOP CHORD 1-2=-381/115, 2-9=-443H59, 3-9=394/169 BOT CHORD 13=-1081383, 8-11=-2491383, 7-11=-249/383, 7-12=249/383, 6-12=249/d83 WEBS 2-8=303/190, 3-6=-431281 Structural wood sheathing directly applied or 641-0 oc purlirm Rigid ceiling drectly applied or 10-0-0 ac bracing. bIns recemmends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Inatalla8on gold,. NOTES- 1) Wind: ASCE 7.10; Vutl=160mph (3-second gust) Vasd=124nph; TCDL-4.2p f; BCDL=5.Opsf; h=1511: Cat 11; Exp C; End, GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate gdp DOL=1.60 2) This buss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) Refer to girder(s) for buss to truss comectlom 4) Pnwide mechanical connection (by others) of buss to bearing plate capable of withstanding 94 lb uplift at Joint 4, 104 lb uplift at joint 5 and 18611) uplift at joint 8. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 23 lb down and 38 lb up at 5-0-7. 23 to down and 38 lb up at 54)-7, and 51 to dawn and 93 lb up at 7-10-6, and 51 lb down and 93 Ito up at 7-1D-6 on top chord, and 4 to up at 5.0-7, 4 Ito up at 5-0.7, and 21 lb down at 7.10-6, and 21 lb down at 7-10-6 on bottom chord. The deslgntselecOcn of such connection device(s) is the responsibility of others. 6) In the LOAD CASES) section, loads applied to the face of the truss are noted as front (F) or back (8). LOADCASE(S) Standard 1) Dead + Roof Live (balances!): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert 1.4=54, 15=-20 Concentrated Loads (11b) Vert: 1D=39(F=-19, B=19) 11=7(F=4, EI=4) 12-24(F=-12, 8=-12) � f ; - STATE-Ot' ^' j I .ef-P-1q ell IG Job Trms Nss ypB RYA" 145Z- MREK J1 JACK 0 1 JoD Reference (o969M eamem i�usx w rv�, ran rim, rc »wi j� • (r e� a ID:EaPoUIv.CWA016k607vTFdYtSCK-j�3Ux11KCOgPPeCQReIW(g1RfNNicktZ aMby hsl m EC c Scale- 1:7.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) 0.00 1 n/r 120 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 1 n/r 120 BCLL 0.0 Rep Stress Ina YES WE 0.00 Herz(CT) 0.00 We n/a BCDL 10.0 Code FBC2017frP12014 Matrix-P Weight 5 lb FT =10% LUMBER - TOP CHORD 20 SP N0.2 SOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-6-0 oc pudins, BOT CHORD Rigid ceiling dlrectiy applied or 6-0.0 oc bracing. Mifek recommends that Stabilizers and required crass bracing be Installed during buss erection, in accordance with Stabilizer Installation guide. REACTIONS. (ICralze) 2=95IMechanical, 3=14/0.8-0 (min. 0-") Max Horz2=124(LC 1), 3=-124(LC 1) Max Upli02=54(LC 8) Max Gmv2=95(LC 1). 3=2g(LC 3) FORCES (Ib) - Max. Comp./Max. Ter. - All forces 250 (Ib) or less except when shown. NOTES• 1) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasrk124nph; TCDL=4.2psf; BCDL=5.Dpsf, h=15lt Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonocncurrent with any other live Icads. 3) Refer to girders) for buss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of wimstandng 54 Ito uplift at Joint 2 6) Non Standard bearing condition. Review required. LOAD CASES) Standard PE 76Q51 'STATMF-','�r�- 1 ORID�i \�- 7ONA1-E�G job N55 N6e ype NYAN 1453hMITEK J2 JACK -. B 1 Job Reference foptlow i Scale-1:8.➢ LOADING (pst) SPACING- 2-M CSL DEFL in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) 0.00 5 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) 0.00 5 >999 180 BOLL 0.0 Rep Stress [nor YES WE 0.02 Horz(CT) -0.00 3 Na Na BCDL 10.0 Code FBC20177rP12014 Matrix-P Weight: 7 lb FT = 10% LUMBER- BRACING - TOP CHORD 2K4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. GOT CHORD 2x4 SP No.2 BOT CHORD Rigid calling directly applied or 10-" cc bracing. WEBS 2x4 SP No.3 M7ek recommerWs that Stabilizers and required crass bracing be installed during truss election, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=-34/1viechanioal, 4=43/Mmhanical, 6=223104W (min. 0.1-8) Max Horz5=43(1-C 8) Max Uplift3=J4(LC 1), 4-.43(LC 1). 5=.66(LC 8) Max Gmv4=5(LC 8), 5=223(LC 1) FORCES. pb) - Max. CompJMax. Ten. - All forces 250 (Ib) orless except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vas&124mph; TCDL=4.2psf; BCDL=5.Cpsf. h=15ft; Cat 11; Exp C; Encl.. GCpI=-0.18; MWFRS (emelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcunren t with any other live loads. 3) Refer to girders) for truss to truss connections. 4) PN cle mechanical connector, (by others) of truss to hearing date capable of withstanding 34 lb uplift at joint 3, 43 lb uplift at joint 4 and 66 lb uplift at Joint 5. LOAD CASE(S) Standard , PE 76051 a. O resS TFUM TYPO City plyRYAe 1452-AMREK J3 JACK 4 1 Job Reference o ' ne SMth— Tuns C Pe es, F Warm. FL U951 µr Rm'82Ws Nw 30 M17 PMtA sOd 21=8 MTek Mm s Ina Mm New 190768:102018 PoY�1 , I0:FaPOUMCWA01OWS07vTFdY15cK-FW5kN154 nVc 47Th97Uy2JWeFvaUrWMWeynOSJ 1-1-0 3-60 1+0 J 2-2-0 LOADING (psf) SPACING- 2-M est. TOLL 20.0 Plate Grip DOL 1.25 TO OAB TCDL 7.0 Lumber DOL I 1.25 BC 0.06 I BOLL 0.0 Rep Stress Incr YES WB 0.03 BCDL 10.0 Code FB=17frP12014 Matrix-P LUNIBER- TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ibfsize) 3=38IMechanical, 4=B/MechaNpl, 5-t0810.8-0 (min. 0-1-0) Max Ho¢ 5=72(LC 8) Max Uplie3=-08(LC 8), 5=62(LC 8) Max Gmv3=38(LC 1), 4=28(LC 3), 5---208(LC 1) Seale - 1:11.8 DEFL in (too) Ude0 Ud PLATES GRIP Vert(LL) 0.00 5 >999 240 MT20 2441190 Vert(CT) 0.00 5 >999 180 I H=(CT) -0.00 3 n1a nia Weight: 12 lb Fr = 10% SRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-0 co purlins. BOT CHORD Rigid celing directly applied or 10-.0-0 oe bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, to accordance with Stabil¢er Installation gluide. FORCES. (lb) - Max. CcmPJMax Ten - All forces 250 (Ile) or less except when shown. NOTES- 1) Wind: ASCE 7.10; Vu"- 60mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=5.0psf; h=15fk Cat II; Fxp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DCL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live bad noncencunent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (try others) of truss to bearing plate capable or withstanding 48 lb uplift at Joint 3 and 62 to uplift at joint 5. LOAD CASE(S) Standard St Z i PE 76Q51 ;-'IX- 0,cc�` GORID �� j�iSS%N'AL`�N\\�� Job N55 NSSType RVAN 1s52-A-MMEK AJACK B 1 Job Reference o nal Savl1wra Truss Corceeniw, Fal Mem, R UZI R=8.2Wa Nov J02017 Pont 8.Z10s Od In MI6 Wee l M"% 0w. Mon Now 190/56:1020f8 Pe 1 IO:EaPOUIWCWAA016WS07VTFdz75CK-FWSkN5*YnVdNO)TlhglUg21ReFgaUvWMWByrlhsJ yam. L- 2$ Scale= 1:128 LOADING (psf) SPACING- 2-0-0 CSI. DEFL In ([cc) Well Ud PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.09 Ved(LL) -0.00 4-5 >999 240 MT20 244/190 TCDL. 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 4S >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) .0.00 3 Na n/a BCDL 10.0 Code FBC20171TP12014 Matrix-P Weight: 13 lb FT =10% LUMBER- BRACING - TOP CHORD 2x4 SP Nc.2 TOP CHORD SlrucMal wood sheathing directly applied or 4-0-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceTng directly applied or 10-0-0 oc bracing. WEBS ZO SP No.3 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation nude. REACTIONS (lb/size) 3=54/Mechanical, 4=17/1,11echanical, 5=220/0-8-0 (min. 0-1-8) Max Horz5=83(LC 8) Max Uplfrc3=-69(LC 8), 5=-66(LC 8) Max GNv3=54(LC 1), 4=40(LC 3), 5=220(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES. 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=-15f; Cat 11; M(p C; Encl., GCp1=0.18; MWFRS (envelope); Lumber OOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom lord live bad nonconcunent With any other five loads. 3) Refer to girder(s) for buss to fuss connections. 4) Provide mechanical connection (by others) or truss to bearing plate capable a1 withstanding 59 lb uplift at joint 3 and 66 Ito uplift at joint 5. LOAD CASE(S) Standard 7-;167--STATEOF- ;e 40RID : �� G J e fuss Nss Type y RYAN { 452-MMI rE Js JACK 4 1 Job Reference (optariall swr T" Cunpnnles, Fat Place. FL Mot Run:8.200s NwW2a7PMI:SZ 30d212018MT&hdus1 %he. Man Nw180758:10Zna Pa01 ID. EaPDLRWCVVA016607VTFdY15CK-FVV51Ni501YnVdwOj7Thg9S52H4eFZeUvWMWByFASJ 1de 68-d Seale -1:16.5 1-0-0 8&0 Plate Offsets MY)- 12:041z0-1-12t 15:0-1-81-2-0t 15.,0-"0-1-121 _ LOADING (psf) SPACING- 2-M as]. DEFL In (loc) VdeB Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.20 Vert(LL) -0.01 4-5 >999 240 MT20 244N90 TCDL 7.0 Lumber DOL 1.25 EC 0.15 Vertpr) -0.02 4-5 -999 180 SCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) -0.01 3 Na Na BCDL 10.0 Code FBC20177rP12014 Matrix-P Weight 18 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP Na.2 SOT CHORD 2x4 SP No.2 WEBS Dc4 SP No.3 BRACING - TOP CHORD BOT CHORD REACTIONS. (lb/size) 3=96/10lechadcal, 4-401Mechanloal, 5=26710-8-0 (min. 0-1-8) Max Horz5=113(LC 8) Max Uplttl3=-93(LC 8), 5--80(LC 8) Max Gmv3=96(LC 1), 4-71(LC 3), 5=257(LC 1) FORCES. Qb) - Max. Comp./Mx. Tem - All faces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 5-6-0 oc plulins. Rigid celling directly applied or 10-0-0 oc bracing. MTek recommends that Stabillmrs and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation auide. NOTES. 1) Wind: ASCE 7-10; Vint=160mph (3-second gust) Vasd=124mph; TCDL=4.2psr; BCDL=5.Cpsf; h=15fk Cat II; B(p C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcumerd with any other live bads. 3) Refer to girders) for truss to truss connections. 4) provide mechanical connection (by others) of truss to bearing plate capable of witlntanding 93 lb uplift at Joint 3 and 80 Ito uplift at Joint 5. LOADCASE(S) Standard -E PE 76p51 fi z UT- 'STATE )FF" pr PO 8ONAL`EaG\\�`\ �.` o . f ' IMS's We "AN ITIUSS 1452A-MREK is 4ACK I 10 1 Job Reference o na Saulnun Truss CalgeNea; Fad Pe ' a 34e51 Run: 8200 s Nw 30 M17 Pd0: 8.210 s Od 21 MID MTek hdmUles, Ire. Mm Nw 19 07:s"a Zola Pepe 1 ID:EaPDU1wCWAO1dvSO7vTFdz75cK-FW5kM5r)YnVdvAJ7Thg7R52GIeFSaUvWMW8yHhs1 1-0-0 6-00 i 1-QO I liQ0 Scala = 1:17.8 Plate Offsets MY)— 12:0-0-12 0-1-121 f5-0-tb t-2-Ol f5.0-600-1-121 - - LOADING (psi) SPACING- 24)-0 CSL DEFL in (loc) Vdefl Ltd PLATES GRIP TOLL 20.0 Plate Gdp DOL 1.25 TC 0.26 Vert(LL) -0.02 " >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.04 4-5 >999 180 13CLL 0.0 Rep Stress incr YES WB 0.06 Hcrz(CT) -0.02 3 n1a n/a BCDL 10.0 Code FBC2017rrP12014 Mabbr-P Weight: 19 lb FT = 10% LUMBER - TOP CHORD ZA SP No.2 BOT CHORD 2K4 SP No.2 WEBS ZO SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or rr0-0 oc pudins. SOT CHORD Rigid ceiling directly applied or 1 DO-0 oe bracing. Mrrek mcormnends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation aulds. REACTIONS. (Ibysize) 3=1091Mechanicael, 4=4711vechaniwl, 5=21IM-8-0 (min. 0-1-8) Max Hom5=124(LC 8) Max UpIM3=-104(LC 8), 5=415(1-C 8) Max Grav3=109(LC 1), 4-81(LC 3), 5=283(LC 1) FORCES. (Ib) - Mu. Comp./Max. Ten - All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=42psf; BCDL=S.Opsf; h=15ft; Cat II; Exp C; Encl., GCpk0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live Iced nonconcunent with any other live leads. 3) Refer to girder(s) for tnlss to mess connections. 4) Provide mechanical connection (by otters) of thus to bearing plate capable of withstanding 104 to uplift at Joint 3 and 85 lb uplift at Joint 5. LOAD CASE(S) Standard NSF�� I PE76 51 �) — t �/ .c•��ORID . �� Job Truss Imes lype RYAN 1452-AMRIX J7 JACK IQIY jPlY is 1 Job Reference (optional KWID.EIPWlvf-WAOI6vjS07vTFdz?5eK-nJ.jXlhT4P h9!2T'Wl 3SDXet5vn5RFFno_tyHhsK 1h0 7-6-0 f 10 1 6-2-0 t ',I Scale - 120.8 LOADING (Pat) SPACING- 2-0-0 CSI. DEFL in (loo) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.51 Vert(LL) 0.07 45 >978 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.13 4-5 >569 180 BCLL 0.0 Rep Stress [nor YES WB 0.08 Horz(CT) -0.05 3 n/a nYa BCDL 10.0 Code FBC2017yrP12014 Matra-P Weight 24 lb FT = 10% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oo purims. BOT CHORD 2z4 SP No.2 BOT CHORD Rigid ce0irg directly applied or 10-0-0 oc bracing. WEBS 2(4 SP N0.3 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation ufde. REACTIONS. (Ib/size) 3=14I Mechanical, 4=67IMechanical, 5=335/05-0 (min. 0-1-8) Max Ho¢5=155(LC 8) Max Uplift3=-136(LC 8), 5=-101(LC 8) Max Grav3=148(LC 1), 4-110(LC 3), 5=335(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten - All forces 250.(lb) or less except when shown WEBS 2-5=-295272 NOTES 1) Wind: ASCE 7-10; Vut=160mph (3second gust) Vasd=124mph; TCDL=,t2psf; BCDL=5.Opsf; h=15ft Cat II; Exp C; Encl., GCpF0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 par bottom chord live load nonconament with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 136 lb uplift at joint 3 and 1D1 Ib uplift at Joint 5. LOADCASE(S) Standard mv\ Job fuss N95 ype WAN 1052 MIrEK J58 MONO Ma8 2 1 Job Reference o ce SwUmn True CamQWa. TM Wefcu, FL 34951 I ' '1 'gVjt_#y 'aim: 8.200S NW N MIT Mt a2N1 S Od 212018 IVTeK mtlushb M. Mm Nw 190f38Y02018 1 IDEePOUIwCWAO16wSO7vTF@75eK-FW5kNi50iYnVdwOf7ThliTSn2HgeF7(aU=8 hsl 1-40 5-8-0 1-4-0 1 scab = 1:16.8 LOADING (psf) SPACING- 2-0-0 CSL DEFL In (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.22 Vert(LL) 0.02 45 >999 240 MT20 2441190 TCDL. 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) ' -0.03 4-5-999 180 BCLL OA Rep Stress fncr YES WB 0.05 Horz(CT) -0.02 3 nfa nfa BCDL 10.0 Code FBC2017ITP12014 Matrb(-P Weight 18 to FT = 10% LUNBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-" oc pudins. SOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-M ac bracing. WEBS ZA SP No.3 MTek recemnends that Stabilizers and required cross bacing be installed during truss erection; in accordance with Stabilizer Installation guide. REACTIONS. QWsize) 3=100/Mechanical, 4=42/Mechanical, 5=27210-8-0 (min. 0-1-8) Max Harz 5=117(LC 8) Max UpliO3=-97(LC 8), 5=81(LC 8) Max Gmv3=100(LC 1). 4-75(LC 3). 5=272(LC 1) FORCES. 0b) - Max. Comp.Mtax. Ten - All forces 250 (Ib) or less except when shown. NOTES 1) laird: ASCE 7-10; Vutt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0ps% h=15ft Cat 0; E](p C; Encl., GCp1=0.18; MWFRS (envelope); Lumber DOL=1.60 plate gdp DOL=1.60 2) This truss has been designed far a 10.0 psi bottom chord live load noncenourrend with arty other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (try others) of truss to tearing plate capable of withstanding 97 lb uplift at Joint 3 and 81 lb uplift at Joint 5. LOAD CASE(S) Standard PE 76Q51 fi T 21 r ' STATE0F'/ j'C �. ORID Job IM55 I n15a I ype Y RYAN 145Z- MrrEK 81V2 VALLEY 2 1 Job Reference (optional) suamem TM. wnpfiues, Fat Pleree, FL 84951 Rw: 8.209 s -Nov 30 2017 FML BZ1U f Otl 21 11118 A9Tek h"Ms. Ine Mm No, 19 0T56:11 2018 Pepo?e IO.EaPOUMCVVA01GvS07vTFdY75cK4i3Lb( Ikc00PPeC6ZRem0(cNRfGNicigGv2byHh 5 o0112 2x4 i L Scale - 1:6.9 I LOADING (lost) TOLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSL TO 0.04 DEFL- Vert(LL) in (roc) nfa - Well n1a Ud 999 PLATES GRIP MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) Na - Na 999 BOLL 0.0 Rep Stress Ivor YES WB 0.00 Ho2(CT) -0.00 2 Fda nfa BODL 10.0 Code FBC2017/rP12014 Matrix-P Weight: 5lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.3 SOT CHORD 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oo pudins. BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required Goss bracing be installed during truss erection, In accordance with Stabilizer Installation aide. REACTIONS. (lb/size) 1=472-0.0 (min 0-1-8). 2=342-0-0 (min. 0-1-8), 3=13f2.0-0 (min. 0-1-0) Max Hom 1=26(LC 8) Max Uplifi1=-14(LC 8), 2--31(LC 8) Max GMV1=47(LC 1), 2=34(LC 1), 3--25(LC 3) FORCES. (lb) - Max. ComplMax. Ten. - AN forces 250 (lb) or less except when sham. NOTES. 1) Wind: ASCE 7-10; Vult=160nph (3-second gust) Vasrk124mph; TCDL=4.2psf; BCDL=5.Opsf; "5ft; Cat II; Exp C; End., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chard bearing. 3) This truss has been designed for a 10.0 psf bottom chord We load nonconcurrem with arty other live loads. 4) Bearing at joird(s) 2 considers parallel to grain value using ANSIfrPI 1 angle to grain formula. Building designer should verify capack of bearing surface. 5) Provide mechanical connectlon (by others) of buss to bearing plate capable of wkhstammng 14 lb uplift at Joint 1 and 31 to uplift at Joint 2. LOAD CASE(5) Standard MEgCF FE*6 51 Ily� tPr 'sTATMF�' ORID //�///`j�S��NAL1�NG �� job i ms5 truss IyPe RYAN 1452-MMRIX MV4 VALLEY jQlY jF1Y 2 1 Job Reference o ' na ,,,,u ..vnPmua, .ac nmm, n. A91A1 2x4 G Run:8200s Nwa02o17Rm1:a2305042120fa R0Tek5WlsMes Ine Mm Nw1907ZCII20I8 Pe l ID:EaPOUIWCWA016VS07VTFdz? jC1Ux11�9PPoCBZRei00(d1RdIN[dg7GV2byHhsl i.Sx4 II Scam - 1:11.1 LOADING (psf) SPACING- 2-0-0 CSL DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.25 Vert(LL) nfe n1a 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) n/a n1a 999 I SCIL 0.0 Rep Stress Ina YES WB 0.00 Hort(CT) 0.00 nfa n/a BCDL 10.0 Code FBC2017frPI2014 Metrix-P Weight: 13 lb FT = 10% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BCT CHORD REACTIONS. (lb/size) 1=11614-0-0 (mtrt 0-1-8), 3-11614-M (Mn. 0-1-8) Max Hone 1=64(LC 8) Max Upllft1=35(LC 8), 3-62(LC 8) FORCES. (Ib) - Max. Comp/Max. Ten. - All forces 250 Qb) or less except when shown Structural wood sheathing directly applied or 44Y0 oc purlins, except and Verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MTex recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Ir15Yallation guide. NOTES- 1) Wird: ASCE 7-10; Vuft=160mph (3-second gust) Vas&124mph; TCDL=4.2psh BCDL=5.Opsf; h=15ft; Cat 11; Ekp C; End., GCpl=0.18; MWF"RS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires contlnuous bottom chord bearing 3) This truss has been designed for a 10.0 psf bottom chord five load nonconcurrerd with any other live Iceds. 4) Provide mecharacal connection (try others) of truss to bearing plate capable of withstanding 35 )b uplift at Joint 1 and 62 lb uplift at joint 3. LOAD CASE(S) Standard !r ' STATE'OP',' PO 41-1 �0�� L. 0 Job InUss Truss Type RYAN 745?AMRIX NN6 VALLEY 2 1 Job Reference (Wck b) awNen Trvsa CanpaNea, Foa Plwca, Fl ]ga5t Run: e]0: s NwIw VV OI BZde a TF a 5c 3 MTek N4uanb; M. Mm NW 18 er:56:1120ie �Pey� 1 ID:EaPOUiw(.'WAOI6Y�SOMFdY75cK-1L32A9(ImOgPPeC6ZReiCfX1/ZRXONicIyZ ,MoynRs seale:314'=P t.6x4 II 2 3 2■40 1.5x41t LOADING (psf) SPACING- 2-0-0 CSL DEFL in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.73 Ved(LL) tda rVa 999 MT" 2441190 TCDL 7.0 Lumber DOL 1.26 I BC 0.58 Ved(OT) Na n/a 999 I BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(OT) 0.00 Na n1a BCDL -10.0 Code FBC20177rP12014 Matrix-P Weight: 20 Ito FT = 10% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP N0.3 130T CHORD REACTIONS. (lblalze) 1=19016-M (min 0-1-8), 3=190/5U-0 (min 0-1.8) Max Horz 1=105(LC 8) Max Upliftl=57(LC 8), 3=101(1-0 8) FORCES. (Ib) - Max Comp./Max. Ten - Al forces 250 (Ib) or less except when shown. Structural wood sheathing tltreWy applied or 6-0-0 oc pudins, except end vedlcals. Rigid ceiling directly applied or 10-M oc bracing. M7ek recommends that Stabilizers and required cross bracing be installed during truss erecgoR in accordance with Stabilizer Installation auide. NOTES. 1) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=1511; Cat It; Exp C; Encl., GCpk0.16; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrend with any other live loads. 4) Provide mechanical canneo0on (by others) of trues to bearing plate capable of wthstmcli g 57 m uplift at joint 1 and 101 Ito uplift at joint 3. LOAD CASE(S) Standard NN PE 76p51 ,y ORIDIONAL 101/111110