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Home My WebLink AboutTrussSOUTHERN TRUSS' COMPANIES Southern Truss- 2590 N. Kings Hwy Fort Pierce, FL 34951 (772) 46474160 Fax: (772) 318-0015 Job Number. J1900530 Customer. GHO Homes Name: Meadowood - Lot 20 Address: 3624 Grove Court city, sT, ZIP: Fort Pierce, FL General Truss Engineering Criteria 8r Design Loads Building Code and Chapter. FBC2017rrP12014 Computer Program Used: MlTek Version: 8.23 Mar GmNly. Gmvitc 45.0 psf ROOF TOTAL LOAD NIA Wind Building Aulhodfy:-_ 160 mph from MWFRS(Envelope) ASCE 7-10 (Low Rise) St Lucie County No. Date Truss ID# 1 04111/19 Al 2 04/11119 A2 3 04111119 A3 4 04111119 A4 5 04/11119 AS 6 04/11119 A6 7 04/11119 A7 8 D4111119 AB 9 04111M9 As ' 10 04N1/19 A10 11 04/11/19 All ' 12 04111/19 Al2 13 04111119 -A13 14 04111/19 A14 15 D4111119 A15 18 U4[11/19 A16 17 04111119 A17 I8 04/11119 A18 19 04111/19 A19 20 04/11/19 A20 21 04/11119 A21 22 D4111119 A22 _ 23 04/11/19 A23 24 04/11/19 B1 25 04/11/19 B2 " 2B 04/11/19 83 .27 04/11/19 cl This cover sheet is provided as per Florida Statute 61 G15-31.003 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. Date Truss ID# 28 04111/19 C2 29 04/11/19 CJ2 30 04111119 CJ3 31 04I11119 cis 32 04111/19 CJ7 33 04111/19 JI' 34 1 04111119 1 J1A 35 04/11119 JIB 36 04/11/19 J2 37 04117/19 J2G ' 38 064/11/19 J3 39 04111/19 J3A 40 04111/19 J3G 41 04/11/19 J5 42 1 04/11119 J5A 43 04111/19 J7 44 04n1119 V2 45 D4I11/19 V4 46 04111119 VS 47 04111/19 V6 DEC 0 6 2019 ST. Lucie I Permitting Page 1 of 1 TYPICAL DETAIL @ CORNER. - HIP NOTE NDS=National Design Specifictions ALLOWABLE REACTION PER JOINT for Wood. Construction. 132.5# per Nail (D.O.LFactor=1.00) UP TO 265� = 2-16d NAILS REq'D. rids toe nails only have 0.83 of UP TO 394f 3-16d NAILS REQ'D. 'lateral Resistance Value. 12 SAo SO SOO use 2-1 Bd toe noD 0 TC do BC. 12 1OVER Typical jack 45 attachment CORNER JACK GIRDER TYPICAL CORNER LAYOUT Typical Hip -jack' attachment CHORD HANGERS FASTENER GIRDER JACK J1�0 TO HIP JACK GIRDER TC - - - - - - - 2-16d nails - - - - - BC - - - - - -- 2-16d nails ----- 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 - - -- IIMUM GRADE OF WM6ERJJ LOADING T.( 2x4 SYP }2 L D fu 2s4 SYP #2 TOP 20 Vfi 2x4 SYP F!a'J BOTTOM 00 10 SPACING 24' O.C. TRUSS . Fort Pierce; Division 2590 N. Kings Highway, CEINIPANIES Fart Pierce, FL 44- . (800)232-0509 (772)as4-4160 mw/. Jvukhff*� Fax (772)318-0016 Brncn M. Bleakly Stmct Eng #76051 2590 N. Kings Highway, Ft Pierce, FL_34951 772-464-4160 TYPICAL DETAIL @ CORNED - HIP NOTE NDS=National Design Specifictions for Wood Construction. 132.5# per Nail (DA.LFactor=1.25) rids toe nails only have 0.63 of lateral Resistance Value. 12 12 15 & U40 i CORNER JACK GIRDER ALLOWABLE REACTION PER JOINT ® UP TO 2651 = 2-16d NAILS REO'D. Q UP TO 394# = 3-16d NAILS REO'D. use 2-16d toe nail TC do 9C. Typical jack 45' attachment TYPICAL CORNER LAYOUr O O G I ,. 1 nail 2—t 6d Typical Hip —jack attachment CHORD HANGERS FASTENER GIRDER JACK J1—J3 TO HIP JACK GIRDER TC — — — — — — — 2-16d nails — — — — — SC — — — — — —— 2-16dnails — — — —— J5 TO HIP JACK GIRDER TC — — —— — —— 2-16d nails —- ——— BC — — — — — — — 2-16d nails — — — — — TC — — — — — —— 3-16dnails — ——-- BC — — —— — —— 2-16dnails , —- —-- HIP JACK GIRDER (CJ5) TO HIP GIRDER TC — — — — — — — 3-16d nails — BC — — — — — — 2-16d nails — MINIMUM GRADE OF LUM9ER B.C.T.C. 2:4 SYP P2 • - 2a4 SYP 2 WEBS2a4 SYP Nei LOADING (P5F) L 0 7OP. 20 Bamm 00 10 6PACM0 2r O.C. SM INMU 25z FBC2017 SOUTHERN TRUSS COMPANIES �//— Fort Pierce Division 2590 N. Kings Highway, Fart Pierce, FL 34951 (800)2F 2-0509 x:(772)31B 20015160 Brian M_ Bleakly Struct Eng #76051 2590 N. 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JU548 L11548 18 3-518 6.7/8 2 1 ' 6 16d 4 16d 1325 '1510 .160 ' 130 JUS410 W5410 18 3-0 0-7/8 2 1 8 161 6 16d 1645 2105 �2i.90 1380 SUH410 U410 16 3.9116 &3/8 2 1.118 _ 16 lad 6 10d 2W0 2245 2420 1135 ifi 16d 6 10d 2350 26M 28M 1135 HUS48 I HUS48 14 3-515 7 2 1 a lad 6 _ l6d 1625" 1850 ISM '1810' HU54aF 1 HMM 14 3-SM 7 2 1 6, lad 6 lad 110 .1850. 1895 "1810: FN48 FIWB 74 3-9/ifi 8-15fi8 2-12 1-118 Min 10 l6d5 4 10d ISO ISO 1735 ISM. 7S0 - Mi;14 2430 2610 1170.E 4110 HW81F HUM 14 3.9n8 &15/I6 2-12 - Min 10 lad 4 tOd Y540 1735 18M.:'780 J Matt 14 fi 21M 2430 2610 .1170 HUS410 HUS410 14 3-M 8-7/8 2 1 8 161 8 led 2170 •24M 28fi0 2210: M10F H=10 14 3-5/8 B•7/8 2 1 8 • 161 8 lad 12170 24M 2560 . 2210 • HD410 HU470 14 3-9/16 &13/16 2-12 1-1A1 Mtn 14 16d 6 10d 2155 2430 200 1178' Max 10 30801 3475 375 .1950 H0410ff F01G10 14 &9N6 8-13ne 2-12 - Mbt id lad . 6 10d 205 24M 2510 : 1170• URIC WI 10 3W0 .3475 .3= r 1950 H004101F HUM410 1 14 13-MGI 9 1 3 1-12 12 WS4 6 WSi SM5.1 55911 SSW 2975 1 0 131, R1,F32 1)UplDbads Imvebeenhlaeased 6D%ltrwhdcrml mid ImftmfiMOerYveamslagbepmm8kd. 2)16d ddmrsOL148 diaIt3.1/4'brd maybe mad ata84 ofthetabk bad where 1fid cmnmuaana specielei da does notapplyto.16, HA MIS slmdmg hargme. 3)WS3WwdfiQ mel/4'13'ImgmWmhrdrdedwHhHDQtmgers. • 4) NA88e 10d mRs me a148' dta 13' btu 16d rags me 0.162' die.13.12' bng. Fkwp D&ict m updated pmdodimb m4lm me dew In bdm/md. CdrradouRnLsh NSb*dessSteel G>'WCcart OHDS R1Hple2ine G A D:. 119 d 0 N/;Ek Y [CBr MINIMUM GRADE OF LUMBER ,e 1bP Cheri Sao SYP +2 DPF. #1/#2 oi',6ttar Boll Omit 20(4) OR 294 SP 12N OR 5FF NO or bAGr Rlb2 20 M7 /J or batter (•) •U3 MAY 0< RO'Pm "mm A LL ORfOHm DR SQWM (••) Aim HIGH YAW 70 mm 711PPORIDiO TINS!• 1ORO FB t0d BOxA= 7 10 � RAILS Tff— FOR WN mW.. G1CL07m BUILWA FXP. 06 RUNIHCVL POND 70 IRra PeI. m 1MUIIim 4 v ox' Max ...r rLi 4s; �t4 nq�u[1M�Yt VAUAT. Ln u! mu 81A T/tA 6,—D° max SES AT 24- 0.0, WIMUN SPACING. SOUTHERN ' Fort Pierce Dlvlsla TRUSS Igs �ngy. COMPAIVIBS ISOO)Sgz-0ew �TY2�a4e-14ta0 MYJhn..wuvnw.a.,e Nc(7T2)t � to item 11 UUNNLQESS� 3FIXIREDyON 040MV3 SALFO OESIW7, O APP 71VL 1Lp!a TrµOBpOF OTM Dd"BO%„•}f'O.i7! Za �• OG OµR CN! 6RWN0, LOUALLY aPAO FOR IttY WLOi OOGT J1 . YMMUM YXW VLRROAL HOOIR WAY NOT EVILO W-C', TOP 1110R0 OF. TRUSS DOWTI VALLLY Sr r MUar 02 DIU= WIN Op It' 11A0H[O, rATm OHrAT1Ot10 APPLIED FNOR TB WAY TRUSS PlVNUS AT 24' DO, OR AS OiRER= SPMM DR VIIINT IS' MAW DEOION DR UM orrO�•O TH TUdEO -0 Nw pI�RV OpF PURLO2�1 aPAgCIN7OppA9OHlpPp[CIFIEO ON (��•)�61NTH THE VAl l • q YWU MOH"O�THC° D DI�6 OF 7N6 TOPF 7HOF E 7nuss (0) LAMMO3PJQ 1'-0.84 BUILT AS WHO AS TIES VWIX HEIQHr DOES HOTSmog CHORD MAY 0E BOWE OR MOO OUT AS SHOW. 12d CUT oxoM 0NAL STUD END END VER(1CAL- A1. JOIN� YNDETNL FRAMING TO LL 20 20 - PBF TO DL 10' 16 PsF ac 00 00 PSF LL TOTAL LOAD 40 48 PBF mm mm 1,28 1.2iS Vi n ciT ru r = r-r-I 1 Ihs ruamorq of tot SOUTHERN `port P1e TRU5S 2PoIot A ,',OMPANIES (e00)Z'2 j Fat�(i Manlmun Total Load UU PSF Y �rypical Piag�ybac:--k ®tail MINIMUM GRADE OF LUMBER Top ChoM 294 SYP /2 ar h�llor Boll 1'hCnl 2x4 9YP 2 or hdtw Web 2x4 SYP or bd1.r HFFER 70 SEAM DEMON FOR DWED PLATES SPACE PIGGYBACK VIOGIZU AT 4' CC MAX 70P�Y pip 7NE DPFE�ApT MCUNSpT BBpEpgSYADVEREDpSO TIUT ONE SPLICE 70? 0. PMGYWK IN7 APPLIED BENEATH 7NE 70P CHOBO OFP�SLppdRI TRUSS. REFNL 70 ENCME M DEAL® DEMON FOR REQ1010 PURS7 SPACING. 7W3 SETAL LS APPLM OLE FOR THE iWLLVMHO WORD CONDRIONS, 11-0 MPH %VUL 39, YEW NOE ASCE 7.10 CLOSED MAO. LOCAM ANYWHERE W ROOF. 1 ML FROY COW aLf G. ExP 0. 70 OW PSFE.� WOW BC D4. POF DMIGm OLD& rLIF/W.�iRIIDF WIND 7C OLta PSF. �N SC OL�.O Psi WEB BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO 7'9" NO BRACING 1K4 'T" BRACE. SAME GRADE; SP DIE3 AS WEB 7'9' TO 10' MEMBER, OR BETTER AND B09 LENOTH OF WEB MEMBER. ATTACH WITH Bd NAILS AT 4" 0/C. 2x4 '1" BRACE. SAME ORADE. SPECIES AS WEB 10' TO 14' D CM 4" MEMBER,ATTACH WRH NAIRT 0 JOINT SPANS UP TO TYPE 30, 34' 38' 52' A 2x4 2.5x4 2.50 3x5 B 4x6 5x6 5x5 5xB C 1.50 1.50 1.5x4 1.5x4 D 5x4 5x5 5x5 5x6 .C. MAX. 'V cm r r-a T r•7 Lml 91c m muwIr of hml ddip W Maximun Loading 55paf at 1.33 Duration Factor 50paf at 1.25 Duration Factor 47psf at 1.15 Duration Factor WE Lin aaCiw 0A IanmA o Iw191W a a wvuAn um w rynwi o L�p�q b aid dtecOF b 91E Ivp D Illq am bawl m mI Va fnm dutm Tnlno dial W Nadu eA 1 mwmlE um inSPACING AT 24' O.C. SCAB -BRACE -DETAIL I ST - SCAB -BRACE Note: Scab -Bracing to be used when continuous lateral bracing at m[dpomt (orT-Brava) Is impracticaL Scab must coverfull length of web +/-6'. THIS DETAIL IS NOTAPUCABLE WHEN BRACING IS — REQUIRMAT'113-POINTS OR b-0RACE ISSPECIPIED: APPLY2x SCAB TO ONE FACE OF WEB W M 2 ROWS OF 10d'(3" X 0.131') NAILS SPACED 6"O.C. SCAB MUST BE THE SAME GRADE, SIZE AND SPECIES (OR BETTER) AS THE WEB. IMAXIMUM WAXIAL FORCE = 2500 Ibs MAXIMUM WEB ® LENGTH=-12'-0• SCAB BRACE 2x4 MINIMUM WEB -SIZE - MINIMUM WEB GRADE OF#3 Nars� � SecHnn Oe1aD ®•� Scab43mm Web Scab -Brace must be same species grade (or belber) as web member. L-BRACE DETAIL Nailing Pattern . L-Brace s¢e Nag Site . Nail Spacing 1x4or8 10d S=o.c. 2x4, 6, or 8 16d 8" O.C. Note: Nail along entire length of L-Brace. ' (On Two•Plys Nag to Both Plies), ; WE r� Web Note: L-Bracing to be used when continuous lateral bracing Is hnpra4ceL L-brace must cover 90..%ofweb 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 7 2 2x3 or2x4 1x4 2 US 2x8 2x8 — DIRECT SNBSTf IMON NOTAPLCABM L-Brace Size for TAD -Ply Truss Specified Continuous Rows of Lateral Bracing Web S¢e 1 2 Zx3 or2x4 2c4 .« 2x6 ' 2x6 ». 2x8 2xB +» —DIRECT SUBSnTLMON NOT APUCABL9 f T-BRACE / I -BRACE DE7A&• Note: T-Bracing / {-Bracing to be used when continuous lateral brddng is Impractical. T-Brace / 1-Brace must cover 90% of web length. Note: This detail NOT to be used to alf&ert T-Brace / I -Brace webs to continuous lateral braced webs. Nailing Pattetn T-Bra a size NarlS¢e M Spacing 1x4or1x6 tod a-mc. 2x4 or 2x6 or 2x8 16d 8% o.c. Note: Nail along entire Iengthvf:T-Brace / I -Brace (On, Two-Pys Nail to Both Plies) .: ' ' alternate position r; r\� t WEB 11 „t r Nails / Seedmi Derail �6l/T-Brace alternate won \ Wes' NatlS W� 1-Brace Nat'l SPACING T-BRACE _ Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2- 2x3 yr 2x4 1x4 (-)T-Brace 1x4 (7 I -Brace 2xs US (q T-Brace j2xS I -Brace 2x8 2di T-Brace jwtarace Brace S'oO for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 2x4 T-Brace 2x41-Brace M 2x6 T-Brace 2x6 I Brace 2x8 2x8 T-Brace 2xB I -Brace T Brace! Mrace must be same spades and grade (or better) as web member. (q NOTE if SP webs are used In the Ifuss, y x4 or 1x6 SP braces must be stress rated boards with design values tlrat are equal to (or better) the truss web • design values. For SP truss lumber grades up to #2 wkh 1X bracing material, use IND 45 farT-Biace/l-Brace For SP truss lumber grades up to #1 with 1)Cbradng material, use IND 55 forT-Bracell Brace ion Iruss Imes lype Uri Fly CLEMENTiNEALGL Al - Hip 1 1 Job Reference (optional) W marn IM34$. L Herres FL, MAI-_-. 5 t7 3x5 = exe = 14 1: 3x6 = 3x4 = 6.11.14 18.1-0 19E-B 280-3 32-5-13 39-6-0 a_«_u �._e e_xs r_cw r<c.. � o�� tmi Dead Load Defl.= 5N6 in d r 2,14 it j$ '� lr Plate Offsets (X )- 12:04-12,Edcel, 3:0.2-8,0-3-01,15:0-2-8.0.2,41,16:0-2AO-2,41, 19:04-12,Edae1. 115'.0-5-12. 3, 41 117:0-2-0,0.2-M, 118:0.2.3,0.1-01, 120:0-2-3.0.1-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Odell L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.80 Ved(LL) 0.21 14-15 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0A814-15 >981 180 BOLL 0.0 Rep Stress Inv YES WB 0.66 Horz(CT) 020 9 We We BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight: 235 lb FT=20% LUMBER - TOP CHORD 2x4 SP No2 %xeept' T4,T5: 2x4 SP M 31 BOT CHORD 2x4 SP No.2'Except' 'B2: 2x4 SP No.3 WEBS 2x4 SP NO3'Except' W3:2x4 SP No2 OTHERS 2x4 SP N0.3 REACTIONS. (size) 2=0.8-0. (min. D-2.4), 9=0-8.0 (min. 0-2-4) Max Hor42=241(LC 8) Max Upli82=541(LC 8), 9=-514(LC 9) Max Grsv2=1922(LC 1), 9=1922(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-2-2 oc bracing. WESS 1Row at midpt 4-14,6-14 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 23=33731864, 34=-3"W 34, 4.5=-24191665, M2071/658, 6-7-25381703, 741=-26841670; a-9---334N/90 BOT CHORD 2-17-867/2930, 4.15=1741747,14-15=785I3026, 13.14=329/2018, 12-13=329I291B, 11-12---66012823, 9.11=544/2889 WEBS 3-17=5031246, 15-17=-861/2918, 4-14=1219/527, 5-14=1881731, 6-14=1211337, 6-12=-244/673,8-12-7571438, 8-11=0/312 - NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; VUH=160mph (3-sercond gust) Vasd=124mph; TCDL=S.Opsh BCDL=S.opsf; h=161c Cat II; Exp C; End., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.80 3) Provide adequate drainage to prevemwater ponding. 4) All plates are MT20 plates unim otherwise Indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcumerdwith any other live toads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except UHb) 2--541, 9=514. LOAD CASE(S) Standard IM11181/.��/ -- 4F�qq��i �10EAjs��"I��i' 1 PE 7 051 1 i* O ORIDP: i�//Ss pN I i 1 fOG�\\\�� JGb Iruss lype CLEMENTINE-CL-OL ITruss A2 PAdSpecial 1 1 o donal Joh Reference Sx5 II 5,5=6xe WMHS-- 6.00 F12 5 8 4x5 i _ 4 3x4 5x59 W 9 3x61 10 W4 3 WM8 NOP2x STP= r7 2x4 II 2 R1 7 1 5xa = 16 15 14 13 19 1a 3xB= 4x6= 2)A 3x5= 5x5= 2x411 3x4= 7-0-5 13-1-0 19-9-0 2473 31.9-8 386-0 �.e-c carr a-s.n d�rxa �-or �..as 3x5 Dead Lead Deft. -3M in Plate Offsets KYI- 120-4-12.Edgel 13:0-2-8.0-3A1 I6:0-1-1 0-3-07 18:0-3-8 0-2d1 111:0-4-12 Ednel 117:0-5.12 0-3-01 119:0-2-00.2-81. 120:0-2-3 G-1-01. 122:0.23 0-1-01 LOADING(ps) SPACING- 2-0-0 CS).=H.21 In No) Wall Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.9229 16-17 >999 240 MT20 244/190 TOOL 15.0 Lumber DOL 125 BC 0.91.6616-17 >715. 180 MT20HS 187/143 BCLL 0.0 Rep Stress Ina YES WB 0.88 11 Na n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weight 236 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T4: 2x4 SP M 31 SOT CHORD 2x4 SP III *.Excapt' B2: 2x4 SP No.3 WEBS 2x4 SP No.3'Except• W3,W5: 2x4 SP No.2 OTHERS 2x4 SP No:3. REACTIONS. (size) 2=D-8-0 (min.0-2-4),11=D-8-0 (min. 0-2-4) Max Haz2=243(LC 8) Max UpIM-542(LC 8). 11=542(1-C 9) Max Grav2=1922(LC 1), 11=1922(LC 1) BRACING - TOP CHORD StruoWrel wood sheathing directly applied. I30T CHORD Rigid ceiling directly applied or 6.1-13 oc bracing. WEBS 1 Row at midpt 4-16, 8-16, 9-15 FORCES. (Ib) - Max. CompJMex. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 23=-3360/864, 3-4=3443/940, 4-5=24131669, 5E=19961620, 6-8=2093/639, 8.9=-251 9-10=314067, 10-11=-3350/849 BOT CHORD 2-19=8652916, 4-17=18lf/69, 16-17=789/3022, 1Si6=3722224,14-15=6232905, 13-14 —M2905, 11-13=6232905 WEBS 3-19=524250, 17-19--85812922, 4-16=12021521, 7-16=253I1042, 5.7�36011380, 8-16=-375204, 8-15=-1201513, 9-15=7921384, 9.13=0/330 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsh h=16ih, CaL II; Exp C; End., GCpl=I MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 pat bottom chord live load nonconc rffenl with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=-lb) 2=542, 11=542. 7) Graphical puriin representation does not depict the size or the orientation of the pudin along the top end/or bottom chord. LOAD CASE(S) Standard M. 134 , �1GEMS��7��i / PE 7 O51 A Job InJSs iruss iype y CLEMENTINECL-61. A3 Roof special 1 i Job Reference o bona • Southem Truss,F6 Plena, FL, U951 - K «18 Dead Load Dan. - She in 5X5 = 6.00 rl2 5 Sx5 6 4X5 4 4 5X5Q X5 4 W 8 W4 3 f 0 NOP2X STP= `b 9 9 .0 II 10 XII 14 13 12 / 11 17 16 3x8 _ 3XS = 2X4 II 3X5 = 5,5 = 2X4 II 3x8 = LOADING(psf) SPACING- 24)-0 CSL DEFL in (loc) Wall Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.90 Vert(LL) 0.24 14-15 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 BC 0.89 Vert(CT) -0.5414-15 >878 180 BCLL 0.0 Rep Stress Ina YES WB 0.66 Horz(CT) 0.21 9 n/a We BCDL 10.0 Code FBr2017frP12014 Matrix -MS Weight 2381b FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. SOT CHORD W SP No.2.' cept• BOT CHORD, Rigid ceiling directly applied or 6-1-13 oc bracing. B2: 2x4 SP No.3 WEBS 1 Row at midpt 4-14. 6-14 WEBS 2x4 SP No.3'ExcepY W3: 2x4 SP No.2 OTHERS 2X4 SP No.3 REACTIONS. (a=) 2=0-8-0 (min.0-2-0), 9=0-8-0 (min. 0-2-4) Max Horz2=243(LC 8) Max Upli82=642(LC 8), 9=642(LC 9) Max Gmv2=1922(LC 1), 9=1922(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 23--33591864, 3.4=-34431941, 4-5=24131666, 5-6=2334001, 6-7=2387[723, 7-8=27551745, B-9=33911880 BOT CHORD 2-17=-86W914, 4-15=181l759, 14-15=79113027, 13-14=477I2554,12-13=-477f2554, 11-12=-64712948, 9-11=-615h951 WEBS 3-17=-521)250, 15.17=85712911, 4-14=1220/531, 6-14=41511651. 614=9181406, 612=41641199, 7-12=-1971885, 8-12=-6741334, 8-11=01267 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=5.0psf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); LumberDOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 par bottom chord live load nonconartent with any other live loads. 6) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 lb uplift etjoint(s) except at —lb) 2=542, 9=542. LOAD CASE(S) Standard i� PE 7 051 i TA ��3 "` ORID i��ss �NAI Job iruss Iruss lype y CLEMENDNE4x. 1. A4 Roofspecw 1 1 JbE Reference o tlonal 5x5= 6.00 FIT2 5 SXS= 5x5= 4x5 4 6 4 5x5 q 30 Q W4 we 8 3 0 9 NOP2x SIP= RA 7 21411 2 1 5 �= 14 13 12 11 17 16 3ffi = 4x6 = 3X = 2x4 11 3x5= W 20 II 7-2-9 13-1-0 j__ 2&A 3398 39-0-0 r _0 ain.a 1 S2.fr 1 3x5 = Dead Load Call. = 318 in Plate Offsets MY)- 12:041-12 Edge1 MO-2-0 0-3.41 14:0-2-4 0-2-M V:0-2-8 0-2<1 19.0-4-12 Edge1 f15.0-512 0.341 117.0-2-00-2.81 118:0-2-3 D-1-01 f20'0-2-341A1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL In (Ina) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.98 Ven(LL) 0.24 14.15 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.57 12-14 >835 180 BCLL 0.0 Rep Stress Inv YES WB 0.66 Horz(CT) 0.21 9 n/a n1a BCDL 10.0 Code FBC2017ifP12014 MatM_MS Weight2331b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 62mepr B2: 2x4 SP No.3 WEBS 2x4 SP No.3 'Except' Va. 2x4 SP N0.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=04-0 (min. 0-24), 9=0-&O (min. 0-2-0) Max Hoa2=243(LC 8) Max Upli82=542(LC 8). 9=-542(LC 9) Mu Grav2--1922(LC 1), 9=1922(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied or 2-2-0 be bracing. WEBS 1Row at midpt 4-14.6-14 FORCES. (lb) - Max. CompJMax. Ten:. Ali forces 250 Qb) or less except when shown. TOP CHORD 2-3=J3601864, 3-0=3442/941, 45=2419/665, 5-6=2395/691, &7=25711752, 7.8=2937/7w, &9=-3435/899 BOT CHORD 2-17=8652915, 4-15=1851753, 14-15=79213023,13.14=54712859,12-13=S47k&59, 11-12=-078f3004, 9-11-67MOD.4 WEBS 3.17=5211251, 16-17=-861/29074-14=12061533, &14=384/1602, &14=1064/464, 6-12-6911258, 7-12=223/1032, &12=5311280 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124mph; TCDL-5.Opsf; BCDL=5.Opsf, h-16ft; Cat II; Exp C; End., GCpl=0A8; 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. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurterd with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at -lb) 2-_M2, 9=542. LOAD CASE(S) Standard 4$' V� i i PE 7605� iO may lq�� iss/1ry I f I C \\\\\\\ ion Imss Ituss type y CLEMENTINE-CL.GL AS Roof Spedal 1 1 Job Reference o 0gnal JVYY.,N . rL•� 11,..1 NOR 2.a II 2 1� E<� Sx5 = 6.00 rl2 5 US 4 5u5 6 W4 3 n.r•—�tua u-- 14 � 5ffi= 17 16 3ffi _ 54 = 20 II Dead Load Dell. =5116 in U5= 5x5= 6 2x4 W6 a %if8 1 NOP2XSTP= 84 2x4 II a 10 I� 13 12 11 4x6= 3x4= 314= 315= 72-n9 I 1r,1.1n1-0-> 1 j= I Io2.2, 1 3ww Plate Offsets (X Yh 12:04-12Edge]. 13:0-2-8 D-3-41, I6:0-2-8 0-3-01 17:0-2-8 0-2-01 19:04-12 Ed0e1. 115:0-5.12,0.3-41 [17:G-2.0,0-2-8] i18:0-2-3,0-1.01. 120:0-2-3.0-1411 LOADING(pst) SPACING- 2-M CSI. DEFL in floc) Ildeft Lid PLATES ' GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 023 14-15 >099 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.53 12-14 >899 180 BCLL 0.0 Rep Stress Ina YES WB. 0.66 Hom(CT) 0.20 9 n/a We BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Welght:2311b FT-20% LUMBER - TOP CHORD 2x4 SP No.2 *,Except* T3: 2x4 SP M 31 BOT CHORD 2x4 SPNo.2 •Except• 82:2x4 SP No.3, B3: 2x4 SP M 31 WEBS 2x4 SP No.3 •Except• W3: 2x4 SP No.2 OTHERS 2x4 SP N0.3 REACTIONS. (size) 2=0.8-0 (min. 0.2-4), 9--".0 (min. 0.2.4) Max Horz2=243(LC 8) Max Up1ift2 =542(LC 8), 9=542(LC 9) • Max Grav2=1922(LC 1), 9=1922(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid telling directly applied or 6-1-13 on bracing. WEBS 1Row at midpt 4-14,6-14 FORCES. (lb) - Max. Comp./Max. Ten. - Ali forces 250 (Ib) or less except when shown. TOP CHORD 2.3=3360/864, 34=3439/940, 4.5=2421/666, 55=2438/684, 6.7=3225/899, 7-8=-3316/923,8-9=-34651920 BOT CHORD 2-17=-865/2915, 4-15=185f752,14.15=790/3018,13.14=-64413252, 12-13=.64413252, 11.12=5202691, 9.11>70913040 WEBS 3-17=5201251, 15-17=-8602904, 4-14=1190/526, 5-14=-367/1536, 6-14=1348/541, 612=-812298, 7-12=261/1092, 7.11=1501395, 8.11=281211 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsh, BCDL=S.Opsf; h=16ft; Cat II; Exp C; EnrJ., GCpl=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. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconeument with any other live loads. 6) Provide mechanical connection (by others) of truss' to bearing plate capable of withstanding 100In uplift at)oint(s) except (]t=1b) 2=542, 9=542 LOAD CASE(S) Standard M JCENg4`\T�Li�- i PE 7.B}(051 � '� _ o1H11"�✓M� N� i�,/ss DIVAI I C1O�\\\�� e nlss NSS ype y CLEMINNNECL-GL AS Raol6perlal / 7 Job Reference(optional) .�.._ ahem Truss, L IexX,;1- Dead load Dell. -5116 in 5x.5 = 3x5= 5x5= 2x411 3x4= LOADING(psi) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-D-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC2017/rP12014 CSI. TC 0.91 BC 0.91 WB 0.66 Matrtx-MS I DEFL in (loc) Well Ud Vert(LL) 0.25 14-15 >999 240 Vert(CT) -0.56 14-15 >840 180 Horz(CT) 0.22 9 rda We I PLATES GRIP MT20 2441190 Weight: 231 lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. T5: 2x4 SP M 31 BOT CHORD Rigid ceiling d'mectly applied or 6-1-13 on bredng. BOT CHORD 2x4 SP No.2 *Except* WEBS 1 Row at midpt 4.14, 6.14 B2: 2x4SP No.3 WEBS 2x4 SP No.3 *Except W3: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0 (min. 0-2-4), 9=0-8.0 (min. 0-2-4) ' Max Horz2=243(LC 8) Max Uplift2=542(LC 8), 9=-642(LC 9) Max Grev2=1922(LC 1); 9=1922(LC 1) FORCES. (Ib)-Max. CompJMax: Ten. -All forces 250(16) or less except when shown. TOP CHORD 23=-3359/864, 3d=3443/940, 4-5=24131667, 5-6=2381!/03, 6-7=3284/866, 7-8=29441832, 8-9-33451852 BOT CHORD 2.17=36512914, 4-15=1811758,14-15=792I3027,13.14=51312718,12-13=51312718, 11-12=786/3640, 9-111= 610/2898 WEBS 3.17=521250, 15-17=-8572910, 4-14=12211532, 5.14=422/1667, 6-14=-10261448, 642=206/820, 7-12=10161395, 7-11=1189/317, 8-11=200/1120 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult-160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf, h=16tt; Cat 11; Exp C; End., GCpF0.18; 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. 5) This huss has been designed for a 10.0 psf bottom chord live load noncencurrent with any other live loads. 6) Provide mechanical oonnea ion (by others) of truss to bearing plate capable of withstanding 100In uplift at)oint(s) except at -lb) 2=542, 9=542. LOAD CASE(S) Standard j PE 7 051 1 • Dead Load De& =5M6 in 5,5 = 5x5 = 6.00 F12 6 6 3x4 O 3x4 Q 4 7 5x5 4 Sx5 = Sx5 = n Is W6 a d 3 W9 NOP2X STP= 1 2c4 II NOP2X STP-- 10 2x4 It 2 5 11 tg Al 1 14 t3 12 20 19 16 17 16 4x8 MT20HS= 3x5= 3x5= yy_ 2411 46= 6x6= 2x6 11 3x4= 7x10 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL in 0w) ilde8 Ud TCLL 20.0 Plate Grip DOL 125 TC 0.77 Vert(LL) .0.22 14-15 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.53 14-15 >890 180 BCLL 0.0 Rep Stress Ina YES WB 0.91 Hom(CT) 0.18 10 n/a nla BCDL 10.0 Code FBC2017trP12014 Matrix -MS LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No2'Excepl' BOT CHORD B3: 2x4 SP No.3, B4,B5: 2x4 SP M 31 WEBS 2x4 SP No.3 WEBS OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0 (min.0-2-0),10=041-0 (min. 0-1-10) Max Hom2=237(LC 8) Max Uplift2=535(LC 8), 10=535(LC 9) Max Grev2=1927(LC 1), 10=1926(LC 1) FORCES. (lb) - Max. Comp./Max. Ten:- All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-3394/858, 3.4=-2798//45, 4.5=25061681, 5-6=21351663, 6.7=2323/657, 7.8=34021839, 8.9=-3097/821, 9.10=34601856 BOT CHORD 2-20=8602951,19-20=8612948,18.19=-6612948, 5-15-224/809. 14-15=5292980. 13.14=980/4288,12-13=-98014288,10-12---64213021 WEBS 3.20=0262, 3.18= ISM00, 1518=-6082396, 4-15=d39287, 6-15=2531812, 7-16=1235/472, 7-14=-116/778, 8-14=1426/508, 8-12=16761454, 9-12=25511304 PLATES GRIP MT20 2441190 MT20HS 1871143 Weight: 244 lb FT=20% Structural wood sheathing directly applied or �-2-0 oc pudins. Rigid wiling directly applied or 6.2-12 cc bracing. Except; 10-0-0 cc bracing: 15-17 1 Row at midpt 7-15,8-14 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; VuR=160mph (3-second gust) Vasd=124mph; TCDL-5.0ps1; BCDL=5.0psf, h=16111; Cat. II; Exp C; End., GCpi=D.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 pietas unless otherwise Indicated. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconwrtent with any other live loads. 6) Provide mechanics] connection (by others) of buss to bearing plate capable of withstanding 10016 uplift at)olnt(s) except (it --lb) 2=535, 10=535. LOAD CASE(S) Standard \\\\\\AIM. e i PE 7fb051 Job Truss I Was lype CLEME?MNECL-0L As Root SpecialGWer 1 7 Job Reference o tional uNem cuss, Ft Rare% L.34951 z - oa o.6o0 272Pe ID:TSlbxr62uVsrAXx2pOenmdzS99B-Yp7aM7!Pthu VEx7FfnczcYCYnAarSd3FvJHRnsU z2-01 7s4 3a11-9 7-0 zI b-0M`7a ��z 25 • Dead two Call. = 318 in 3x4 II 5,7 = 2x4 = 2x41t Sx5= 6.00 12 6 7 . 3x46 3x4 5 B 3x6 i 2x4\\ W8 6X8= 5x9= r 4 3 9 W11NOP2XSTP= j W a 2x4 11 NOP2X STP= 77 2x4 11 2 7 r 12 Iq T 1 6.8= 76 75 14 13 yr 21 20 19 18 5xl2MT20HSW9= 2x411 3x7= bxe = 3x5= 4x10 = 2x4 11 4x6 = 3x7 = 3x4= 8-9-8 17-0.8 2144 27-7-14 3311-6 B9a 1 &3-0 ( 43.12 6310 F36.7-8 �� 1 e-310 241-0 2-10-8 Plate Offsets (X,Y)-- [2:04-12,Edge]• [6:0-2-0,0.5-7]. [6:0.5-0,0-2.81, [7:0-2-8,a2-0), [9:0-4-8.0-3A], [10:0-6-8,0-24], [11:0-", ge1(14:0-1-12,0-1-BL [16:0-24,G-1-12]. [170-6-0 .0-3-41. 119:0-2-00-24t r22:0-2-30-1-01. 124:G-2-3.G-1-01, 127:0.2-0 (1-1-1st LOADING44 SPACING- 2-0-0 CSI. DEFL in Voc) Vdefl Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.81 Vert(LL) 0.31 14-16 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.83 Ved(CT) -0.6714-16 >706 180 MT20HS 187M43 BCLL 0.0 Rep Stress Ina NO WB 0.90 Horz(CT) 0.20 11 nla We BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight 247 lb FT = 20% LUMBER- BRACING. TOP CHORD 2x4 SP No2'Excepr TOP CHORD Structural wood sheathing directly applied or 1-9-6 oc pur ins. Except T5: 2x4 SP M 31, T3: 2x4 SP No.3 2-10-0 cc bracing: 6-7 BOT CHORD 2x4 SP M 31 'Except' BOT CHORD Rigid wiling direc0y applied or 6-0-0 oc bracing. 63: 2z4 SP No.3, B27.2x4 SP No.2 WEBS 1 Row at midpt 6-19, 8-17. 9-16 WEBS 2z4 SP No.3'Exwpr W12: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2-0-8-0 (min.0-1-10),11=68-0 (min. 0-2-0) Max Horz2=218(LC'8) Max Upfdt2=543(LC 8), 11=729(LC 9) Max Gr4v2-1969(LC 1);11=2408(LC 1) FORCES. (lb)- Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=34991906, 34�3222IB30, 4-6=3137/853, 66=24401672, 6-7=25151692, 7.8=27461705, 8.9=3985/998, 9-34=-644611768, 10.34= 6"611768, 10.11=.-456011313 BOT CHORD 2-21=-898MM, 20-21=-062f2593,19-20-=-6622593,16.17=-69813513, 15-16=169216576,14-15=1692/6576,1435—lOa8/4058,1335=1GBW4058, 11-13=107514018 WEBS 321=-371268, 5.21=1191552, 5-19-7121375, 17-19---4052193, 6-17=-1941870, 8.17-14111540, 8.16-173/906, 9-16=314711021, 9.14=13471431, 10-14=-6592776,, 10.13-132/415, 7-17-218/867 . NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.OpsQ BCDL=S.OpsF h=16ft; CaL II; Exp C; End., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to preventwater ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 pat bottom chard live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at]oint(s) except ([t=1b) 2=543, 11=729. 7) Graphical pudln representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)127 lb down and 90 lb up at 36-".and 173 lb down and 136 lb 1 �� on bottom chord. The design%selection of suchat 36-7.8 on pchord, and connection dev oe(s) is the responsibility of others. lb down and 145 lb up at and 105 lb down and 81 lb up at 36S\\\\\`\�N M 9) In the LOAD CASE(S) section, foods applied to the face of the truss are noted as front IF) or back (B). �\7f- LOAD CASE(S) Standard PE 76051 ti Continued an page 2 =-il W jt / �i�i/Fss �MAI'��G\\�� cuss Iruss Iwo Y EME CLNnNECL-GL As Baofspedal Gueer 1 1 Jab Reference o tional ..f .. 5mtllem Jrum,FLPIa ,FL,M951 - — -- ' "'- Run: alaU6 m8rrole1a rn11C a.[aYSmer a[nlnmuea vwuemes; ma anu v»a: Irma raez ID:TSWA2uVsrAXz2pOenmdzS99B-Vp?rMFthu VEx7Ffne nAaYDagd3FvJH sU LOAD CASES) Standard 1) Dead • Roof Live (balanced): Lumber Increase 1.25, Plate Increase=1.25 Uniform Loads (p8) Vert 1-6=70, 5-7-70, 7.9=70, 9-10=-70,10.12=70,18-28=20,17-31=20 Concentrated Loads (lb) Vert 10=14(F)13=19(F) 34=87(F) 35=-051(F) i PE 7 051 I. �oiF� �O j%\F`.<ORIDP Vou I russ Imes lype wly viy CLEMENTINECLGL A9 Raof Spedel 1 1 JohReference (optional) 2x4 5x7 = 3x5 = =3X6= Us= 2x411 9-2.13 1&8-0 223-8 2&11-0 28-3-0 3S11-e ' 9.2.13 ( &S3 1 3-7-8 7 6-0-0 Dead Load Deft -1r4In' Plate Offsets (X,Y)- 13:0.2-8,0-W, I5:0-0d,Edgel. [6:0-2-8,Edne]. V:0-2.8,0-2-41, rl2:0-2-12,0-2-01, r15:0-2-0.0-1-81, r18:0-2.3,0-1-01 LOADING(psi) SPACING- 2.0.0 CSL DEFL. in (too) Ildell Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.19 15-17 >999 240 MT20 244r190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.4715-17 >914 180 BCLL 0.0 Rep Stress Ina YES WB 0.64 Horz(CT) 0.14 10 Na nla BCDL 10.0 Code FBC20171TP12014 Matrix -MS Weight:2191b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 Except TOP CHORD T5: 2x4 SP M 31 BOT CHORD BOT CHORD 2x4 SP M 31 >Except• B3: 2x4 SP No.3, B2: 2x4 SP No.2 WEBS 2x4 SP No.3 WEBS OTHERS 2x4 SP No.3 SLIDER Right 2x4 SP No.31.6-0 REACTIONS. (size) 10=14echanical, 2-0A-0 (min. 0.1-8) Max Hcrz2=269(LC 8) Max UpIiR10=425(LC 0), 2=500(LC 8) Max GmvlG=1624(LC 1), 2=1773(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.3=.30201786, 3-0-27701774, 4.5-18661559, 5E=24737754, 6-7=22W637, 7.8=25647741, 8.9=27311727, 9.10--607/7 BOT CHORD 2-17=827t2619, 16-17=-586r21g9,15-16=586f2109, 6-12=1204r416,11-12. -3812044, 10.11=5562344 WEBS 3-17=398288, 4-17=1701642, 4-15=-7761409, 12-15=-29811673, 5.12=-46311536, 7.12=1491514, 7.11=1661387, 8.11=2751260 Structural wood sheathing directly applied or 2.4-11 oc pudins. Rigid calling directly applied or 6-0-0 ob bracing. Except: 1 Row at midpt 6-12 10.0-0 oc bracing: 12-14 1 Row at midpt 4-15. 5-15 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult-160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opst, h=16ft; Cat II; Exp C; End., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to preventwater ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 pal bottom chord live load noncancument with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of wimstanding 100 lb uplift at)oint(s) except Gt=lb)10=425, 2=500. LOAD CASE(S) Standard \-476 V1GEAjs g i PE 7 057 i I r _ r 5: -arAI t-"81✓l�gVii 0O �� ,py-43 11 ORIDP: 'ONA Job I rues NesType y CLEMENTINE-0L-Gl. A10 16p 1 1 .lob Reference o Oonal So,Mem Te ' K'Plerce, FL; 30951 ""' '"" '-'"'" -"•`- '-` "_'-' �aa�6.T30s 9 teP in: e.230s My 62019 Takl esbias, nw hu Aprt ,t •3 t9-Pa 1. ID:TStbxr62uVsrAXx2pOenmdzS99B-VC7NnpkWPl8ikY—SAU 421ea b000BOS4Nk00AZFhrrsS -241-0 6-312 131-0 19{1-0 232-0 314F12 394i-0 47-60, 247-0 1 EB-12-0- 1 7-10.12 I 8-s4 12-0-0 �' Dead Load Dell. - 6116Iri 5,7 = 5x5 = ' 6.00 t2 5 6 I 4x5 4 4 3x4 1 6 7 3x6C 5x5 9 e W4 3 NOP2X STP= NOP2XSTP= 9 2x411 10 Iq j 2x41t 2t, 5 14 13 11 1 1 5x8 = 12 17 16 3x4 = Us = 4Y6 = 2x4 11 3r5 = 3x5= 5x5= 2x411 fi-9-12 34 tmt� 0 >3-0 s d-0 1 Plate Offsets (X Y)- I2:D-0-12 Edge1 I3.0-2-8 03-01 5:0.5-0 0-2-81 f6:0.2-8 0.247 f9.0-412 Edge1 f15'0-5-12 0-31q f17.0.2-0.0.2.81 118:0-23 G-1-01. 120:0.2-3 0.1-01 LOADING(psf) SPACING- 240-0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.69 Vert(LL) 0.22 14-15 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -OA914-15 >967 180 BCLL 0.0 Rep Stress Ina YES WB 0.66, Horz(CT) 0.20 9 n/a Nat BCDL 10.0 Code FBC2017fiP12014 Matdx-MS Weight2351b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2+'Excepr TOP CHORD Structural wood sheathing directly applied or 2-3-11 oc pudins. T4,T5: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 no bracing. BOT CHORD. 2x4 SP No.2'ExcepP WEBS 1 Row at midpt 4.14, 5-13, 7-13 B22x4 SP No.3 ' WEBS 20 SP N0.3 *Except' W3: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0 (min. &24), 9-0-8.0 (min. 0-24) Max Horz2=236(LC 8) Max Upli82-537(LC 8), 9-509(LC 9) Max Grav2=1922(LC 1), 9-1922(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or lass except when shown. TOP CHORD 23=3387I861, 3-0=34491920, 4-5=-2476/677, 5-6=-2080/604, 6.7-2457/628, 7-8=3096f785, 8.9=3318/766 BOT CHORD 2-17=-8632945, 4-15=1681741, 14-15=764/3020, 13.14=384i2l32,12-13=-g4W2873, 11-12--543/2873, 9-11=-5432873 WEBS 317=-49U243, 15-17=L9W926, 4-14=11751501, 5-14=-2721848, 5-13=2811139, 6.13-158/647,7.13=-914/444,7-11=0/358 , NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult-160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate gdp DOL-1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcumentwith any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except at -lb) 2--537, 9=509. LOAD CASES) Standard M \A I B<��i - -= �i \�� 1GEMgF�`� /PE 7051 1 o%4�� o LpRIDPy��: /OAIA I 'lV \\\\\ (P Joe imss Iruss type CLFJLIEMME-CL-GL All Hip 1 1 Job Reference o onal sauuwrn rrvss, r� r,arm, ram, xwr- 6.00 12 NOP2XSTP= 2X4 II 2 1 17 315 = 5X5 = =M SX6 = 16 2x4 II 5X8 = 5X6 = 6 12 316 = 4X6 = 6-&12 13-1-0 17-0-0 25-2-0 32.0-12 39-6-0 EM Dead Load Dell. -5116 N 2X4 II 10 t3 R Plate Offsets (X Yt- [2:04-12 EEget 1342-8 044t [5:0-58 0-24t [6:03-8 0-241 19:04-1z Edpe7 [15.0S72.11341. 07:0-2-0 0-2-8] 118:0-2.3.0-1.01 [20:0-2.3.0-1-0t LOADING(psf) SPACING- 2-0-0 CSI. DEFL in Coe) I1de0 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.21 14-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(CT) •0.4913-14 >970 180 BCLL 0.0 Rep Stress Inv YES WB 0.91 Horz(CT) 020 9 nla We BCDL 10.0 Code FBC2017rrPI2014 Matrix -MS Weight 2301b FT= 20% ILUMSER- TOP CHORD 2X4 SP NO2,•Excepr T3: 2x4 SP M 31 SOT CHORD 2x4 SP No.2.•Excepr B2: 2x4 SP No.3 WEDS 2x4 SP No.3 *Except' W3: 2x4 SP No2 OTHERS 2X4 SP No.3 REACTIONS. (sae) 2=0-8-0 (min. 0.24), 9=0-8-0 (min. 0-24) Max Horz2=218(LC 8) Max Upl=8 521(LC 8), 9=491(LC 9) Max Grev2=1922(LC 1), 9=1922(LC 1) BRACING- TOPCHORD SWctuml wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 64-14 oc bracing. WEBS 1 Row at midpt 5-13 FORCES. (Ib) -.Max. Comp./Max Ten. -All forces 250 (ib) or Tess except when shown. TOP CHORD 2-3=-33901829, 34=-34361869, 4-5=2725911, 5-6=22731599, 6-7=26441598, 7.8=-31461762,8.9=33621760 BOT CHORD 2-17=8172950, 4-15=1871707,14-15=6881L983, 13-14=-43012401,12-13=,53412920, 11-12-59412920, 9.11=SUMI0 WEBS 3-17=491237,15.17=-830YL916, 4-14=9501417, 5-14=2551876, 573=334/148, 6.13=1021670, 7-13=7511381, 7-11=0294 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vint=160mph (3second gust) Vasd=124mph; TCDL=S.OpsF BCDL=5.Opsfl h=16ft; Cat. 11; Exp C; End., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to preventwater ponding. 4) All plates are MT20 plates unless othenvlse Indicated. 5) This truss has been designed for a 10.0 Pat bottom chord live load nonconanent with any other live toads. 6) Provide mechanical connection (by others) of buss to bearing plate capable ofvrithstanding 1001b uplift at joint(s) except Qt=1b) 2=521, 9-491. LOAD CASES) Standard \,Z�. q3 , VkCEA $4., T" %i j PE7051 -"eTA i ��0�F ��4 V. y NeS NSe type y CLEMENRNECL-GL A72 1 Hip t Job Retemnoe o tlonal ... SaMam roes, LPImm,FL, 30851 TO ID:TSIbxr62uVWAXx2pOenmdzS99&RaETCVI=Qu_rFveUU 03fil5li9)(10 2zl�ns0 -2-0-0 59-12 13-10 15-0 20.11-0 27-2-0 33-0-12 3980 41{r0 2-0-0 6-9-12 G3-0 1.11 511.4 8-2-12 510-12 fi-5-4 2-0-0 Dead Load Dell. - 318 IA 8.00 F27 5X6= 3x4= 5x5= 2M II 5 T16 7 4 3x4 a 4 3x6 1 5x59 W5 as 311 4 NOP2X STP= 2x4 II NOM STP— 10 11 L`3 2x411 2 1 SA_ 15 14 13 12 18 17 3A 4x6 = 294 11 US 3x5 = 5x6 = 2x4 11 Us = 6-0-12 I 13-1-0 I 20-11-4 I 27-2-0 1 33-0-12 I 39-s-0 Plate Offsets (XY)-R'0-4.12Ednel 13'02-803d1 f50-2-80-2-01170-2-80-2A1 (8.0-2-140-1-81110'0-4-12Edoe1-116 5-2-40-341 119-0-230-1-01121.0.2-30-1-01 LOADING(pst) SPACING- 2.0-0 CSI. DEFL. In (too) Vdell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.22 1516 >909 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 1 0.90 Vert(CT) -0.591516 >804 180 BCLL 0.0 Rep Stress Ina YES WB 0.67 Horz(CT) 021 10 n/a nla BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight 233lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No2 *Except* B2:2x4 SP No.3 WEBS 2z4 SP No.3'Excepr W3: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=D-8.0 (min. 0-24),10=041-0 (min. 0-24) Max Hom2=200(LC 8) Max Uprift2=503(LC 8). 10=-470(LC 9) Mu Grav2=1922(LC 1), 10=1922(LC 1) BRACING- T0P CHORD Structural wood sheathing directly applied or 25-2 cc pudins. BOTCHORD Rigid miring directly applied or 6-7-9 cc bracing. WEBS 1Row at midpt 6-13 FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 23=3391I789, 3-0=34341806, 4-5=33821912, 5F=284&696, 6-7=24371590, 7-8=27921604, 8.9=28051578, 9-10=341IV731 BOT CHORD 2-18=76312951, 4-16=2971230, 1516=53512634,14-15=55612845,13-14=55612845, 12-13=51912975, 10-12=54912975 WEBS 3-18=4901220, 16-18=76512963, 5-16=30211107, 5-15=2011460, 6-13=-6981257, 7-13=-1311832, 9-13=8371320, 9-12=01257 NOTES• 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsh BCDL=5.Opsh, h=16ft Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to preverilwater ponding. 4) All plates are MT20 plates unless othervAse Indicated. 5) This truss has been designed fare 10.0 pal bottom chord live load nonconcunent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at -lb) 2=503, 10=470. LOAD CASE(S) Standard PE 71051 i .,-..xrryl CFi1`iJ� ORID Ili; ONA I IO'G \\�� q 0- Job Mali Imss lype Y CLEMENrINE.C1.41. A13 Roof Spedal 1 1 Joh Reference Riptl1rall . ...SouthOm Truss, F4 Pimm,Fl„3485t _.. r . Dead Load Deg. -7116 in 5x6 II 6.00 12 5i8 = 2x4 II 3x4 6,5 = a = 4 5 6 2x4 3xa 1 5x54 910 3 g 'g 0 NOP2XSTP= 2x4 II 'b NOP2X STP— 11 R 2x4 11 2 16 12 1 6xt2 = 1514 13 19 18 17 4x6= 3x4= 3x5= Us = 20 It Sx9= 2x4 11 6xs= . ssa 1 t3-0-0 I1sgoI zs2-0 1 3zotz 1 a966 64i-0 6:212 2-9-0 : 6.10.12 754 Plate Offsets (X,Y)- 12:0-0-12,Edge1 [3:0.2-8,0J-41, [4:0-&0,0-2-81, [B:0-2-0,0-2-81,111:0-4-12,Edgel. [15:0-0-0,0-1-121, [16:0-3-0,Edgel, [18:0-1-12,0.2-8L 120:0-2.9,9-1-0], 122:0-2-3.0-1-01 LOADING(pid) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.29 15-16 >999 240 MT20 244/190 TCDL 16.0 Lumber DOL 125 BC 0.83 Vert(CT) -0.7215-16 >657 180 BCLL 0.0 Rep Stress Ina YES WB 1.00 Harz(CT) 0.20 11 nla Na BCDL 10.0 Code FBC2017/TPI2014 Mabix-MS WelghL,2331b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins. BOT CHORD 2x4 SP No.2'Exwpt• BOT CHORD Rigid wiling directly applied or 5-10-14 oc bracing. B2: 2x4 SP No.3, B3:2x4 SP M31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0 (min. 0-2-4), 11=0-8-0 (min. 0-2-4) Max Horz2--199(LC 8) Max UpIi82=607(LC 8). 11=-471(LC 9) Max Grav2=1922(LC 1), 11=1922(LC 1) FORCES. Qb) - Max. CompJMaic Ten. All forces 250 (to) or less except when shown. ' TOP CHORD 23=-399411022, 3-4=27461889, 4.5=-318411071, 5-6=320611076, 6-7=31151949, 7-"- 53111100, 8-9=3259/917, 9.10=-327SM91, 10-11=-33971866 BOT CHORD 2-19-97212954,18.19=97412950, 15-16=94513339,14.15=-56112424, 13.14=561/2424, 11-13=68712964 WEBS 3-19=01274, 3-18=-681/334, 4-18=-8171235,16-18=•70912627, 4-l6>50911895, &15=-033)245, 7-15-17041591, 8.15=722/2259, 8-13=-297I663,10-13= 4161308 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.0psf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to preventwater ponding. 4) All plates am MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcumem with any other live loads. 6) Provide mechanical cohnection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=1b) 2=607, 11=471. . LOAD CASE(S) Standard Nss N59 ype CLEMENTINE CL-0L A74 roof sp-w 1 lQty 1 Job Reference o tlonal 6ouNem Truss, FL Pleire,F ,31951 Dead Load Dell.=7/i61n 6x6= Sx5— Sx7 2x4 11 W 7 8 6.00 12 4 5 3x4 9 3x4 G we 3 8 NOP2XSTP= 2x4 It NOP2X STP= 10 2r4 II 2 16 11 1 jQ 1 6x9= 15 t4 13 12 f; 19 18 17 5x4 = 4x6 = 318 = 2x4 11 3,5 = 3x5= 2x411 012= 2x4 11 LOADING(psf) SPACING- 24)-0 CSI. DEFL in (too) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.64 VertAU) 0.34 15-18 >999 240 KMO 244/190 TCDL 15.0 Lumber DOL 125 I Be 0.75 I Veri(CT) I -0.71 15-16 >665 180 BCLL 0.0 Rep Stress Ina YES WB 0.96 Horz(CT) 022 10 n/a We BCDL 10.0 Code FBG2017frP12014 Matrix -MS Weight: 234 lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2.Except' - TOP CHORD Structural wood sheathing directly applied or 280 oc pudins. T2: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 5-11-13 oc bracing. SOT CHORD 2x4 SP No.2'Except* WEBS 1Row at midpt 6-16 B2:2x4 SP No.3, 83: 2x4 SP M 31 WEBS 2x4 SP No.3'Except' W8: 2x4 SP No2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-BA (min. 0-2.4), 10=0-8-0 (min. 0-2-4) Max Horz2=187(LC 8) Max UpI182= 601(LC 8),, 10=-455(LC 9) Max Grav2=1922(LC 1), 10=1922(LC 1) FORCES. Ob) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3438/1025, 3A-2917/917, 4Sv3977/1273, 5-6=-4025/1290, 6-7-4658I1404, 7-8=2553f746, 8-9=2918f796, 9-10=3437f815 BOT CHORD 2-19=97713006,18-19=977/3006, 5-16=-4972W. 15-16=104814036, 14-15=-6642835, 13-14=-6642835,12-13=-64813004,10-12=-648/3004 WEBS 3-18---549272, 4.18=-3571148, 16-18=7172528, 4-16=55511982, 6.15=24051893, 7-15=9182843, 7-13=762277, 8-13=2671994, 9.13-556276 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult--160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf, BCDL=5.Opsf, h=168; CaL II; Exp C; End., GCpi--0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to preventwater ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 par bottom chord live two nonconourrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=1b) 2=601, tO=455. LOAD CASE(S) Standard M EZ i i PE 7 051 � �•: � Al - JtT' i ORID �jIli; OIVAIl[ ' \\N 1U ice cuss Iruss lype CLENENTINE-CLGL A15 Rodspeaal 1 1 Job Reference o tionel .lY1NW,1 I . , rL I.. 6.00 12 NOP2X STP= ,., 2x4111� 3x5 O Load Dell. = 3N6 in 5x5= 5,7= 5x7 2x4 It 5"5 = 7 8 17>4 2r4 4 9 2M Q W4 3 1 NOP2X STP= 20 II 10 tg 11 F- NOP2X STP= 14 13 12 17 16 3x6= 30 3x5Q 3x4 = 4.511 3xS _ 05 = LOADING(psf) SPACING- 240-0 CSI. DEFL. in (Ioc) gdeg L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TO 0.81 Vert(LL) -0.15 14.15. >999. 240 MT20 244/190 TOM 15.0 Lumber DOL 125 BC 0.84 Vert(CT) -0.3312-27 >870 180 BCLL 0.0 Rep Stress Inr YES WB 0.85 Horz(CT) 0.03 10 nha n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No2 , TOP CHORD SOT CHORD 2x4 SP No2'ExcepY BOT CHORD B2.2x4 SP No.3 WEBS WEBS 2x4 SP No.3 ' OTHERS 2x4 SP No.3 REACTIONS.. (size) 2=048-0 (min. 0-1-8), 15--0131-0 (min. 0-2-3), 10=0-8.0 (min. 0-1-8) Max Horz2=169(LC 8) Max UplffM-272(LC 8), 15=520(LC 6), 10=346(LC 9) Max Gmv2-780(LC 17),15=1873(LC 1), 10=1196(LC 1) FORCES. Ob) - Max-CompJMax Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=9251345, 3-4=5811=, 5L=0R61, 6.7= 1374/408, 7-8=1212577, 8.9=1507/405, 9-10=18291509 BOT CHORD 2-17=362ff96, 16-17=146/470, 15-16=-1041487, 5.15=509/289, 14-15=-268/1235, 13-14-207/1297, 12-13=207/1297, 10.12=338/1600 WEBS 3-17=379/243, 4.17=-30I453, 4.16=766r2l9, 6.15=16361363, 7-14=57/320, 8-12=-M404, 9.12=353f242 Weight: 211 lb FT=20% Structural wood sheathing directly applied or 2-2.0 oc pudins. Rigid ceiling directly applied or 9-83 oc bracing. 1 Row at midpt 6.15 NOTES- 1) Unbalanced roof live leads have been considered for this design. 2) Armd: ASCE 7.10; Vuh=760mph (3-seccnd gust) Vasd=124mph; TCDLS.Opsf; BCDL=5.Opsf; h=16R Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); cantilever right exposed ; Lumber DOL-1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding: 4) All plates are MT20 plates unless othervAse indicated. 5) This truss has been designed for a 10.0 pal bottom chord live load nonconcament with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at Joint(s) except at -lb) 2=272, 15=520, 10=346. LOAD CASE(S) Standard �j/�FS`S ONA`I�N�'��\\ Joe mss Truss I ype CLEMENTINECL.GL A16 Pm/SpedalGWer 1 , Job Referenm o tional •-9autnom Tress, P ,3• 1 3x5 = 5x5 = 3x4= 5x8= 7 5 17 39 sa = 05 = 4x8= 5x5= _.8 35 36 9 '- 40 14 " 42 43 3z8 = 4x8 MT20HS= 3x4 = 2:4 II Dead toad Oe& - 3/16 in OPX ST— z4 a 0PIb 11 3x6 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (hoc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(Ll.) 0.30 13-15 >964 240 hmo 2441190 TCDL 15.0 LumherDOL 1.25 BC 0.70 Vert(CT) -0.3013-15 >960 180 MT20HS 187/143 BCLL 0.0 Rep Stress Ina NO WB 0.91 Hom(CT) 0.06 10 Na We BCDL 10.0 Code FBC2017irP12014 Matrix -MS Welght2061b FT=20% LUMBER- I BRACING - TOP CHORD 2x4 SP No2 *Except' TOP CHORD Structural wood sheathing directly applied. T4,T5: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-3-6 oc bracing. BOT CHORD 2x4 SP M 31 •Exrepr WEBS 1 Row at micipt 4-17, 6-16. 8-15 B1: 2x4 SPNo.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0 (min. 0-1-8), 16=13-8-0 (min. 0-3-7), 10=0-8-0 (min. 0-1.13) Max Horc2=150(LC 8) Max Uplin2-677(LC 8L 16=2897(LC 4),10=1595(LC 4) Max Grav2=1186(LC 17),16=4127(LC 32),10=2187(LC 31) FORCES. Pb) - Max. CompJMax. Ten. - All forces 250 Pb) or less except when shown. TOP CHORD 2-3=185511155, 3.30=1072/759, 4-30=1072f759, 4.31=358/565, 31.32=-358/565, 532-3581565, 5-0=547/831, 6-7=-3662/2821, 7.33=-3292/2574, 3334=-3292/2574, 834=3292/2574, 845=369812861, 35-36=-3698r2861, 9-36=3698/2861, 9-10=4186/3111 BOT CHORD 2-19=103011608, 1937=103911634, 1837-103911634, 1838=67411053, 38-39=-674/1(l53,1739=-67411053,16.17=8W/l433, 5-16=562/474,15-16=20512858, 1540=33(1514546, 14-40=-3305/4546, 14-01=330514546, 13-01=3305/4546, 13-02-3305/4546, 42-43=330514546, 12-43=3305/4546, 10-12=267613695 WEBS 3-19-229/639, 3.18=774/477, 4-18-3331781, 4-17=-2016/1323, 6-16=-414613061, 6-15=561/702, 7-15=56711028, 8-15=1427/1072, 8-13=111I507, 8-12=9801785, 9-12-77711192 NOTES- 1) Unbalanced mof live loads have been cansidered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-sehwnd gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.0psf, h=161O Cat 11; Exp C; End.. GCpl=0.18; MWFRS (envelope); porch right exposed; Lumber DOLmi.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent Wier pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load noncancumem with any other live loads. 6) PrcMde mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atidet(s) except at -lb) 2=677, 16=2897. 10=1595. 111111! Continued on page 2 �� VICEPjgF�� f -PTTA7;6Ff g: Ili; ss oNAL !l11111(1\ I Job Nss Inuss lype CLEMENTINE-CLGL Ate Roof Spatial Girder 1 1 cob Reference Loqflonel • ��SaNnvn.Trus9,FtPNuca;FL31951-'- Rurr.9230a bler 9T019 nta sMar.9 T01eM14Tu Aprll-1 362019BGaT ID:TSlbzr82uVwAX2pOenmdzS98B-nY20FCpvSdPu4trbaWghWD7PGg9HeUhnL NOTES• 7) Hanger(s) or other connection device(s) shall lie provided sufiMient to support concentrated load(s);375 lb down and 433lb up at 7-0-0, 209 Ib down and 2401b up at 9-0-12, 209 lb down and 240 lb up at 11.0.12, 209lb down and 240 lb up at 13-0.12, 209 lb down and 240 lb up at 14-8-12,.376lb down and 433lb up at 21-10-0, 209lb dowm and 240 lb opal 23.1D-12, 209.Ib down and 2401b up at 25-10-12, 2091b dowoand 2401b up at 27-2-0, 2091b down and 2401ti up at 2854, and 209lb down and 240lb up at 3054, - and 3751b down and 4331b up at 32." on top chord, and 458 lb down and 285 lb up at 7-0-% 91 Ib down and 29Ib up at 9-0-12, 91 Ib down and 29 Ib up at 11-0-12, 91 lb down and 29 tbup at 13.0-12, 95 lb down and 29 lb up at 14-8-12, 5401bdown and 285 Ib up at 21-10-0, 122 lb dawn and 29 to up at 23-10-12,122 lb down and 29 lb up at 25.1D-12,122 lb down and 29 lb up at 27-2-0.122lb down and 29 lb up at 285-4, and 122lb dawn and 29 lb up at 3D-54, and 540 lb down and 2851b up at 32-5.4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, leads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Incase=125 Uniform Loads (plo Vert 13=70, 3-6 -70, 6-7=-70, 7-9=70, 9-11=70, 17-24=20,16.27=20 Concentrated Loads Qb) Vert: 3=201(B) 7=201(B) 9=201(B)19=341(B)18=-67(B) 4=134(B)15=341(B)13=-67(B)12--341(B) 8=134(B) 30=134(111) 31=134(B) 32=134(B) 33=134(B) 34=-134(B) 35=134(B) 36=134(B) 37=67(B) 38=67(B) 39=-07(B) 40=67(B) 41=-67(B) 42-67(B) 43=-67(B) . i PE 76051 � � 0�� kp��\ Job runs iruss type y CLEMENnNE-M-GL A17 Roof Special 1 1 Job Reference (optional) - IO .1ni -I'L �rL, J9 l- NOP2X STP= g1 20 II 2' 1 3x5 = Sxr = 8.00 12 6 3x4 II 3 Sx5 = _ 3x44 g Sx6 8 1s 201g 18 17 14 13 4x6= 48= 2a411 2011 6x6= 3x4 = LOADING(psq SPACING- 2-0-0 CSI. DEFL in (loc) Well Lld TCLL 20.0 Plate Grip DOL 125 TO 0.79 Vert(LL) 029 6 >999 240 TCDL 15.0 Lumber DOL 125 BC 0.97 Vert(CT) -0.63 6 >754 180 BCLL 0.0 Rep Stress Inv YES WB 0.93 Horz(CT) 022 11 We nla BCDL 10.0 Code FBC2017/TP2014 Matrix -MS LUMBER- I BRACING. TOP CHORD 2x4 SP No2'Except• TOP CHORD T4: 2x4 SP M 31 BOT CHORD BOT CHORD 2x4 SP No2'Except' - BI: 2x4 SP M 31, B5: 2x4 SP No.3 WEBS WEBS 2x4 SP No.3'Except' W9: 2x4 SP No2 OTHERS 2x4 SP No3 REACTIONS. (size) 2=041-0 (min. 0-1-9), 11=0.8-0 (min. 0-2-0) Max Horz2=207(1-C 6) Max Uptifl2=534(LC 8), 11=554(LC 9) Max Grgv2=1922(t-C 1); 11=1922(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 3=-W9/861, 3d=30991849, 4.5=2198I662, 5-6=-32661973,.6-8=26921711, 7-8=-M81137, 8-9-295W92, 9-10-3567/928,10.11=3386/906 BOT CHORD 2-20=8152912,19-20=5752406, 18-19=-57512406, 7-16=12681470, 6-7=-b661310, 15-16=-0872962,11-13=-6692945 WEBS 3-20=-395287, 4-20=1691637, 4-18=7791411, 5-18=437288,16.18=25211784, 5.16-6202141, lO-l3=599220, 13.15=68312998, 9-15=1861775 Dead Load Daft. = 318 hi NOP2X STP= 112x411�� 12 t 3x5 = PLATES GRIP MT20 2441190 Welght:249lb Ff=20% Structural wood sheathing directly applied or 2.2-0 oc purilm Rigid ceiling directly applied or 7-1-1 oc bracing. Except 1 Row at midpt 6-16 1 Row at midpt 4-18 NOTES- 1) Unbalanced roof five leads have been considered for this design. 2) Wmd: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf, BCDL=S.Opsf; h=161t; CaL 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) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load noncencunent wi0r any other live leads- 6) Pmvide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoim(s) except at --lb) 2=534, 11.554. 7) Graphical pudin representation does not depict the size or the orientation of the Perlin along the top and/or bottom chord. LOAD CASE(S) Standard \\\\\\\\EMI g<F�q/'///// i7 PE 7 051 ` l 1 f ✓ STA r �ro �y-43 rq /��z -1 `IN— I— j C1�4 �'1 NSS NSSType Uty Vile CLEMENnNE-CL-DL Ate Raul Special 1 1 Job Reference o Donal - SouNem Tram, FL Plerca, FL,3C9 1 ----- -- - - --- wrco:awa mar a wra Mrims mar u m'a nu,es,wusmas, mc,w rn ID:TSIbxr62uVsrAXx2pOenmdzS99B-1a9mgur9H3GQJwHFOSTBwV Dt)dCHnBHQ_C8 sJ 193a 28Sa 1.8-2 18-0-e 18 263-0 27.3A 33aS 39E-0 6140r Sb2 i�7'�'0F 7-0-0 � 11 � 53a I a7.e - 1-x1-2-85x6= Dead Lead Der.=3f8 in 640 12 5 6 2x4 II 30 o 7 5x5 = sxs = a 5x5 3 3 10 a 10 NOP2XSTP— 134 F 10 1 NOP2XSTP= �7 2x411 2 Q, 6 119c41( O 1 6x10= 5x9= 12 Lo 2019 18 17 14 13 3X5 _ Us = 4x9 = 2x4 11 5x5 = 4x6 = 3x5 — 3x4' 2x4 II 2x4 If &2-13 1&8-0 22-11-0 273-0 33-8-6 39-" 9-2-13 1 9-5-3 1 4.3-0 1 44.0 BSaI 1 5-M Plate Offsets (),Y) - [2:04-12.Edge], [3:0-2-8,G-3-0], [50.3-0,0-2-7], [6:0-2-12,0-2-0]. [9:0-2-8,0-2-4], Il l:0-4-12,Edge], [13:0-2-0,0-241, [14:0-2-8,030j, [15:0.3-0,0.341. [16:0-3-4 0-3-OL 118:0-24'0-2-01.I21:0-2-0.0-1-07 123:0-2-30-1-01 LOADING(psf) SPACING- 2-0-0 CSI. , DEFL. in (loc) gden Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.31 15-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 SC 0.98 Vert(CT) -0.7015-16 >682 180 BCLL 0.0 Rep Stress Ina YES WB 0.84 Hom(CT) 0.28 11 nla nla BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight:2531b FT=20-A LUMBER- BRACING - TOP CHORD 2x4 SP No.2 -Except- TOP CHORD Structural wood sheathing directly applied or 232 oc puriins. T3: 2x6 SP No.2, T4: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except SOT CHORD 2x4 SP No.2 •Except• 10-0-0 oc bracing: 14-15 B1: 2x4 SP M 31, B3,B5,F2: 2x4 SP No.3 WEBS 1 Row at midpt 4-18 WEBS 2x4 SP No.3 'Except` W9: 2x4 SP No.2 OTHERS 2x4BeNo.3 REACTIONS. (size) 2=0-8-0 (min. 0-1-9), 11=0-8-0 (min. 0-2.4) Max Ham2=201(1_C 6) Max Upli82=529(LC 8), 11=S50(LC 9) Max G2v2=1922(LC 1), 11=1922(LC 1) . FORCES. (lb) -Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=33481854, 3-0=-3095IS41, 45=2267/657, 5.6=19621622, 6-7=32921959, 73=32113/834, 8-9= 33471914, 9-10=37591958, 10-11=34381911 BOT CHORD 2-20=80412914, 19-20=55512394,18-19=5552394, 7-16=483/266, 15-16=-65313623, 9-15=26811343, 11.13=SBBI3005 WEBS 3-20=317293, 420=1791625, 4-18-7081387, 5-18>142291, 16-18=298H894, 6-16=6132127, 8-16=1189/412, 10.13=-618223, 10-15=69294, 13-15=6892996, 8-15=643209 NOTES- 1) Unbalanced roof live loads have been considered farthis design. 2) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0p&t BCDL--5.Opsf.-h='16ft; Cat II; Exp 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) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonboncument with any other live loads. 6) Provide mechanical connection (by others) of buss to hearing plate capable of withstanding 100lb uplift at]oint(s) except (]t4b) 2=529, 11=550. LOAD CASES) Standard 51 PE 7 051 ETA ; o �<yP j �F`� GRID ��\� Tiuss Ituss lype lJou CLEMENTINE-M-Gi. Ale Roof Special 1 1 Joh Reference a 8onal ae1MPJn IrIL9,tt Warra,tL, 34901" - _ -.. _.._.. _ - _—-rum'o.zouamar a QpOen dzS99 mq n„a w ID:TSOmt62uVsrAXfQpOenmdzS998-CTj9tEm2NPHx45RyA7OS81J7dDHMgaNx9 1 3658 r-2-00} I l 3I I3-8e.2e2aNZ�I$49d1A-0 i za-0 ii e.00 F1z 4x6- 3x5 = 2.411 5x7 = Sx5 = 4x10 = Sx5 = 3x4 II 4x10 = 2x4 11 2.411 2x4 II Dead Load Den. = 51161n LOADING(psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 240 Plate Grip DOL 1.25 Lumber DOL 125 Rep Stress Inv YES Code FBC2017/rP12014 CSI. TC 0.52 BC 0.96 WB 0.81 Matrix -MS DEFL. in (too) I)deO L/d Vert(LL) -0.24 14 >999 240 Vert(CT) -0.5716-17 >828 180 Hom(CT) 025 10 n/a n/a PLATES GRIP MT20 2441190 Weight: 243 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 -Except' TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc pudins. T3,T5,T6: 2x4 SP No2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except BOT CHORD 2x4 SP No2'Exwpl' 104)-0 oc bracing: 17-18 93;B6,F1: 2x4 SP No.3, B4: 2x4 SP M 31 WEBS 1 Raw at midpt 4-19, 7-17 WEBS 2x4 SP No.3 *Except W9,W8: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-84) (min. 0-2-4), 1D=0.8-0 (min. 0.2-0) Max Hom2=182(LC 6) Max Upli82=-512(LC 8),10=535(LC 9) . Max Grev2=1922(LC 1),'1O=1922(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2J=.T325/775,.3-4-7107/795, 4.5=24B4/606, "=-25821(386, 6-7=2989/692, 7.8=-4422/1089, 8.9=31161805, 9-10=3445/923 BOT CHORD 2-21=7202881, 20-21=72(1=81, 19-20=7202881, 6-17=-163I851, 16.17=-834/4437, 15-16=834/4443,13-15=309194, 7-15=77=45,12-13=104/264,10-12=708/3028 WEBS 4.21=0/347, 4-19=890/436, 5-17=-184/854,17-19=32212119, 7-17=2040/642, B-12=1108H93,12-15=459f2882, 8.15-5422815, 9-12=-359244, 14-16=921283 NOTES- 1) Unbalanced mof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Gpsf; h=lfifq 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) All plates are MT20 plates unless otherWse Indicated. 5) This truss has been designed for a 10.0 Pat bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (It--ih) 2=512, 10=535. LOAD CASE(S) Standard M--BL�q� V\CENg�,:`��/ice i PE 7 051 ORID ////;'ONAL SN" \\\N� �� Joe mss ress lype, CIEMUMNE4;LGL A20 JQW IF Roo/Spetlal 1 1 Joh Reference o llonal Sz7 = ' 8.00 12 30 = 5x5 = 5 6 7 3x44 4x5 Q 3x8G B 5x5=5x5= 34 W8 g 11 2 NOP2X STP— 1U 1 294 II 2 6 15 1 6x9 — 21 20 16 18 17 5xl4= 14 13 2x4 II 4x6 _ 3z4 = 402 = 2x4 11 2x4 II 5xg = 3x5 = 7343 144F8 18-5-12 22-11-0 271 3038 3950 � 7 AA 1 aan ) au � e.s.4 I a-4-o 1 3418 1 az-a cT. Dead Load Dell. = 61m of Plate Offsets (X,Y)-- 118:0-2-12.0-2-01,122:0-2-3 [2:0-4-12,Edge], [5:0-5-4,0.241], [7:0.2-8,D-2.4), [9:0-2-0,0.2-12], [t0:6-3.0.9-2.5],[11:0-4-12,Edge), [13:0--0.0.2-81, [15:0.9-0.Edge). (16:043-8.Edge), 0-1-01 r24:0.2-30.1-01 LOAOING(psf) SPACING- 240-0 CSL DEFL in Coe) VdeO L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.90 Vert(1) -026.15-18 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Ved(CT) -0.5916.16 >808 180 BCLL 0.0 Rep Stress Ina YES WB 0.98 Horz(CT) 0.24 11 We nla BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight: 245 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2'Exwpt' T6: 20 SP M 31 BOT CHORD 2x4 SP No2 *Except* 83,95:2x4 SP No.3, B4: 2x4 SP M 31 WEBS 2x4 SP N0.3 •Except' W9: 2x4 SP No.2 OTHERS 2x4 SP No.3 .. REACTIONS. (size) 2=0-8-0 (min. 0.2.4), 11=0.8-0 (min. 0.2-4) Max Herz2=161(LC 6) Max Uprdf2-493(LC 8),11=518(LC 9) Max Greve-1922(LC 1); 11 =1922(LC 1) BRACING - TOP CHORD Structural wood sheathing direc0y applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1Raw at midpt 8-16 FORCES. Cb) -Max. Comp,/Max. Ten. -All forces 250 Cb) a less except when shown. TOP CHORD 2J=-33761766, 3-0=31651768, 45-2657/610, 5.6=2470/616, 6.7=29571711, 7-8=-326Of731,8-9 -455311032,9-10=-3455/869, 10.11= 7303I807 BOT CHORD 2-21=-6902935, 20-21-6902935,19-20=6902935,18-19-.38212277,15-16=-662/4087, 8-15=26511270,11-13=5672863 WEBS 4-21=0J303, 4-19=761/373, 5-19=-1151510, 5-18=202J495,16-1"172548, 6-16=1571819, 6-18=1013293, 8.16=-1574/4a8, 9-13=24591497, 9-15-1651636, 13.15=70113798, 10-13=172J1204, 7-16=200/1144 NOTES- 1) Unbalanced real live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf, BCDL=S.Opsf, h=16ft; CaL li; Exp C; End., GCpl=0.18; MWFRS (emelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise Indicated. 5) This buss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Ct=lb) 2=493, 11-518. LOAD CASE(S) Standard 47j �\,\CEIvs J PE 7051 � I • ! -F� /1 I - -TTATA;D I //��ss �NAI job inuas IMM lypa y CLEMENTINE-CL-GL A21 Roof Spedal 1 7 Job ReferenceoSonal Dead Lead Deft. = 318 in 5x7= 314= 2(4 it 5x5= 4 5 8 7 20 It B.00 12 g 3x4 4 5x5 =5x5 = 3 9 f NOX S= V 1 NOKX STP= .7 2x411 2 I6 15 112x411 �y]q l� 1 20 5xa=6x9= 21 19 18 17 14 13 3x5 = 2x4 II 4x8 _ 3x4 = WO= 2x4 II 2x4 11 5x12 = 3x5 — 638 t13-8 I S20 ) 12 I 17-0 ~273-0 I3-03 88 S4 4-4-0 375 S[752-0-0 Plate Offsets (),Y)- (2:04-12,Edge1. [4:0-54,0.2-8I, [T0.2-B4O.2-0],0.[11:04-12,Edgel, [13:0-5-12,0.2-Bg0. 2-12,Edge], 116:0.3-0,0.3-01, 118.0.2-8 0.2-01 I22.0-2-3 U-14A I2442.3 0.1-01 LOADINGW SPACING. 2-0-0 CSI. DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.87 Vert(LL) -0.30 16-16 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 BC 0.88 Vert(CT) .0.6915-16 >691 180 BCLL 0.0 Rep Stress Ina YES WB 0.92 Hoa(CT) 0.25 11 We n/a BCDL 10.0 Code FBC2017RP12014 Matdx-MS Weight2471b Fr=20% LUMBER. BRACING - TOP CHORD 2x4 SP No2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2.-ExcepC BOT CHORD Rigid calling directly applied or 7-2-13 oc bracing. B3,B5: 2x4 SP No.3 ' WEBS 2x4 SP No.3'ExcepC W6,W10: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=041-0 (min. 0-24), 11=0-8-0 (min. 0.24) Max Hoa2=141(LC 7) . Max UpIi82-472(LC 8). 11=498(1-C 9) ' Max Gnwv--1922(LC 1), 11=1922(LC 1) FORCES. Qb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-34171735, 34=28311672, 4-5=28641728, 5.6=35871842, 6-7=-36001842, 7.8=-456411052, 8-9=4541/956, 9.10=3962/936, 10.11=-M2f796 BOT CHORD 2-21=-65512982, 20-21=-6W2g82,19.20=-65529a2, 18-19=499)2451, 6-16, 2831166, 15-16-56=66, 8-15=334/233,11-13=SBSQ972 WEBS 3-19=-G1a1310, 4.19-92/455, 4-18=267f725, 5.18-10751370, 16-18=592f2861, 5.16>1941979, 7-16--223/609, 7-15=-4iOl634,13.15=-80014085, 9-13=2204/5(12, 10-13-297fl606 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsh BCDL=S.opsF h=16R; Cat 11; Fxp C; End., GCpi=O.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psi bottom chard live load nonconcunent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at faint(s) except Gt=-lb) 2=47;, 11=498. LOAD CASE(S) Standard \A MI 9t i PE 76051 jog Iluss imaIn Ina -Fly CLEMENtINEOLGI. = Roof Special Gilder jur'1 I 1 Joh Reference Oonal aoumem irvss,rr.rrerce, r�., ocmi IU:TSIhxr62uVsrAX>QpOenmdzS99B�iPHWGu1LInsoXhOdM4nglsgHC2APN3uOCL F -2-00 538 10-0-8 1BS12 71-11-0 2738 30-9E 343E 345E 39E-0 41E-0 2-0-0 I 53E 1- 65-4 ~ 3E-0 I-3E-0 12-z-0 ~341-e 12-0—ID Dead Load DefL=7MS In 3x4 = 5x7 = 3x8= 4x5= SxS= 6.0012 4 5 6 7 6 ' 3x4 J 3x4G g 3 5x5 =6r5 = A Is Ili 10 N0P2X STP= 0 NOP2X 5TP= 2x411 2 8 17 2x411 rye 12 Id 1 Sx12 Aff20HS 13 22 21 20 18 6x10 = 16 15 14 3x5 = 20 11 6xe = 54= 2x6 11 2z4 11 4x12 = 3x7 = 3x6 - 5-3E 10-0E 18572 zz-11-0 z730 3o-9-6 36-Se 39-6-0 53E I 4-sE I 8-sd I -o-5a I 4-a-o i 3EE Plate Offsets (KY)- I2:0-0-12,Edge), I4:OS-0,0-2.8], 5:0-1-12,0-1-eL I8:0.2-8,0.2-7], I10:0-1-12,0-2-8], I11:0-2-8,0.2-0J, I15:0-5-4,0-1-12), In:oa-1 z,EdgeJ, [t8:o-e-8,0.3-0), flg:0.9-00-0-81 f20:D-".0-2-01 f23:0-2.30.1-01 f25:0.2-30.1-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL In (foe) Well Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Ved(LL) 0.37 17-18 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(CT)-0.8117-18 >588 180 MT20HS 1871143 BCLL 0.0 Rep Stress Ina NO WB 0.89 Horz(CT) 027 12 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight 238 lb FT=20% LUMBER- GRACING. TOP CHORD 2r4 SP N0.2 -Except- TOP CHORD Structural wood sheathing directly applied or 2-U oc pudins. T2 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied a 6.10-1 oc bracing. SOT CHORD 2k4 SP N0.2 •Except B3: 2i4 SP No.3, B4,B6: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except' W6,W9: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-" (min. 0-2-5),12=0-8-0 (min. 0.1-12) Max Ham2=-122(LC 30) Max Uplifl2---459(LC 8). 12=584(LC 9) Max Gmv2=1940(LC 1), 12=2125(LC 1) ' FORCES. Qb)- Max. Comp./Max. Ten.'- All forces 250 0b) or less except when shown. TOP CHORD 2-3=3486/840, 3.4=3055/810, 4-5=34451971, 5-0=-0676/1262, 6-7=4676/1262. 7-8--4100I1092,8-9=-4670/1202.9-10=-426311092, 10.11L35641960.11-12=-389211024 BOTCHORD 2-22=749/3051, 21-22=74913051, 20-21=-6342658,17-18=1099/4707. 8-17=-017/1815• 14-15=131115309.12-14=-847/3424 WEBS 3-21=4531244, 4-21=-M404, 4-20---36911094, 5.20=12141470,18-20=845/3379• 5.18-36211401, 7-17=9121386, 15.17=-88713945, 9-17-205I494, 9-15=687245, 10.15-16631633,10-14=22271598,11-14=,3Wl518 NOTES- 1) Unbalanced roof Trve loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=5.Gps . BCDL=5.Dpst, h=16r4 Cat 11; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate gripDOL=1.60 3) Provide adequate drainage to provemwater pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcarerd with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt--lb) 2=459, 12=584. 7) Hanger(s) or other connection devke(s) shall be provided sufficient to support concentrated load(s)171 lb dawn and 151 lb up at 36-5-8 on top chord, and 156111 down and 72 lb up at 364-12 on bottom chord. The deslgnlselecdon of such connection device(s) is the \"� responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as from (F) or back (B). \\ M e LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increese=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1.4-70, 4-6=70, 8-m=70, 10.11=70, 11-13-70,19-27-20,17-18=20,16-30=20 Continued on page 2 \Nl \F' c PE 7 051 1 I �TA ��yo o�lg =�``� /jIli; ONA' i NV \\\X �� Was pe y N59 -Ty- CLEMENTINE-CL-GL A22 Roof Spedal GWer 1 1 Job Refmnm o onal LOAD CASE(S).Standard Concentrated Loads (Ib) Vert 11=83(F)14=137(F) -^ un: a r92019 Pnnt 9.T30s 1 hVTek In usVree; Inc Thu Apr 1 :35A22019P 2 OJ:7SIbiu02uVsrAXxapOenmdzS%&ciPHWGuRlnso%bOdiY gZHCZOPN3uOCLvz�nsF .i PE7 051 ` — t = Ipl� _lJ-9-2 lei ORID �jIli; oNAI'�NG\\\�� Job Ne9 Iruss lype y CLEMENTINE-CL-GI. A23 Root Spedal 1 7 Job Reference o 8onal SWlaern TNS9 � R P1028'; FL.; J4all Sx5 = Dead Load Dell.- in 6I1 3x4= 3x6= NOP2x 8TP= NOP Wp= sx/ II 315 = 3x8 = 3x4 = 3x6 = 2x4 11 LOADING(psf) SPACING- 2-0-0 CSL DEFL. In (Joe) JIM Ud PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.66 Vert(LL) 0.12 12-22 >917 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(CT) .0.37 14-18 >741 180 BCLL 0.0 Rep Stress Ina YES WS 0.77 Horz(CT) 0.05 12 We Na BCDL 10.0 Code FBC2017lrP12014 Matrix -MS Weight 178 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2, TOP CHORD Structural wood sheathing directly applied or 3-11.3 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-5-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 ' SLIDER Right 2x6 SP No.2 1-6-0 REACTIONS.. All bearings 041-0 except (jt=length) l l=Mechanical. (lb)- Max Horz2=155(LC8) Max Uplift All uplift 100 lb or less at joints) except 11=253(LC 9), 2= 358(LC 8),14=338(LC 5). 12=-120(LC Max Grav All reactions 2501b or less atjoim(s) except 11=605(LC 18), 2--1249(LC 1), 14=114B(LC 1), 12=422(LC 1) FORCES. (ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-19481519, 34=1735/520, 4-5=19131697, &6=1647/573, 6-7=5191378, 7-8=4191378, 8.9=5191378, 9-10=6701354, 10.11=-50410 BOT CHORD 2-17=-08911682,16-17=24511225, 15-16=24511225, 14-15=413I1281, 13-14=2021519, 12-13=2021519,11-12=2021519 WEBS 3-17=3671261, 4.17=190I493, 4.15=-01711002, 5-15=10491437, E15=741513, 6-14=-1032/338, 7-14=3351192, 8.12=264/178 NOTES- 1) Unbalanced roof live loads have beenconsidered for tHs design. 2) Wind: ASCE 7.10; Vult-160mph (3-second gust) Vasd=124mph; TCDL=S.OpsF BCDL=5.OpsF, h=16R; 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 ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 pat bottom chord live load nonooncunem with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 253lb uplift at joint 11, 358 lb uplift at joint 2, 338lb uplift at joint 14 and 120 lb uplift at joint 12. LOAD CASE(S) Standard i PE 7 051 n. iP � - a1HIL"Eip`�nM�"� q / \ ORIDIli; '01VAL • =a rose ype Pe CLEMENIINECL.GL a1 Common 5 i Jah Reference o 6onal nouu,vn in—, rr: vi, rL.; saxoi - ID:TSItm62uVs AXx2pDenmdzS998-YSX2wxwrtvlalrkPgah9Cl e0774Zji6C2 osD -2-0-0 5-7-4 10.8-0 t5-&12 214-0 r 2-0-0 ( 5-7-4 ~ 5�12 ) 5-0.12 - -- 5J-4 4x4 = Dead Load Defl. =118 in La LOADING(PSO SPACING- 2-M CSI. DEFL- In (loc) Well Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC BA1 Vert(LL) -0.08 7-14 >999 240 MT20 2441190 TCDL. 15.0 Lumber DOL 1.25 BC 0.60 Vert(CT) a20 I 7-14 >999 180 I SCLL 0.0 Rep Stress Ina YES WB 0,21 Horz(CT) 0.04 6 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-MS Welght:101lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 • TOP CHORD Structural wood sheathing directly applied or4-1-9 oc puriins. BOT CHORD 2x4 SP No2 BOT CHORD Rigid ceiling directly applied or 9-2-14 oc bracing. WEBS 2x4 SP No.3- OTHERS 2x4 SP Ne.3 REACTIONS. (size) 6=0-8-0 (min. 0-1-8), 2=0-8-0 (min. 0-1-8) -Max Horz2=139(LC 10) Max Uplift6=257(LC 9), 2=324(LC 8) Max Gmv6=953(LC 1), 2=1112(LC 1) FORCES. Qb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 23=1646/435, 3-0=14331416, 4.5=145W435, 5-0=-1659/456 BOT CHORD 2.9=-405/1413, 8-9=16M51, 7.8=.1661951, 6-7=329/1446 WEBS 4-7=192/547, 5-7=3901274, 4-9-170/508, 3-9=36g262 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.OpsF, BCDL=S.Opsg h=16f0 CaL II; Fxp C; End., GCpi=O.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) All plates ere MT20 plates unless otherwise Indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 257lb uplift at)oird 6 and 324 lb uplift alJoint 2. LOAD CASE(S) Standard N� 0R -' ysF�� i'PE-rsin r � 'fSrTA ijSs oNAI l f NG\\\\\\ � 1 Dead Load Den. -118 in 4x4 = ra II jg 741-5 t&9.11 21-0-0 I 71 Plate Offsets (X)r — f2.0-0-4 Edael f6.04)-4 Edoel 111:0-2-3 0-"1 113:0-2.3 0-0-81 LOADING(psf) SPACING- 240-0 CSL DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.08 8-20 >999 240 MT20 244/190 TCOL 15.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.18 8-20 >999 180 SCLL 0.0 Rep Stress Inc YES WB 0.19 Horz(CT) 0.04 6 n/a nla BCDL 10.0 Code FBC2017/fP12014 Matdx-MS Weight 107 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 . BOT CHORD 2x4 SPNo.2 WEBS 2x4 SP No.3. OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0 (min. 0-1-8), 6=0414 (min. 0-141) Max Horz2=127(LC 7) Max Upli82=-323(LC 8), 6=-323(LC 9) Max Grav2=1105(LC 1). 6=1105(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2-3=16321432, 3-0=1419/413, 4-5=14191413, 5-6=16321432 BOT CHORD 2-10=-38011400, 9.10=140/937, 8.9=-140/937, 6-8=26311400 WEBS 4-8=1121510, "=3691262, 4-10=-171/510, 3.10-3691262 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-3-12 oc pudins. BOT CHORD Rigid ceiling directly applied or 9-6-6 oa bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.06sf; h=16ft; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless othery ise Indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcorrent Win any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 323 lb uplift at joint 2 and 323lb uplift at joint 6. LOAD CASE(S) Standard �XCEIVSF.�� PE * 051 ,; i N:S Iruss lype CLEMENnNECL-GL as Gammon Supported Gable 1' 1 i doh Reference o tlacal SDNbem Truss. R Pierce, PL, 3 W - M 4x4 = 3x4= Plate Offsets (X Y)— 124:0.23 0-0.81 126.0.23 Oh81 LOADING(psf) SPACING- 24)-0 CSI. DEFL In Poe) Udefl Ud PLATES GRIP TCLL 20.0 . Plate Grip DOL 125 TO 0.33 Vert(L-) -0.03 13 nh 120 MT20 244/190 TCDL 15.0 Lumber DOL 125 BC 0.09 Vert(CT) -0.06 13 n/r 90 BCLL 0.0 Rep Stress Ina YES WB 0.08 Horz(CT) 0.00 12 n1a Na BCDL 10.0 Code FBC2017frP12014 MatrxS Weight•119lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 , TOP CHORD Structural wood sheathing directly applied or 64)-0 oc pudins. SOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied a 104-0 oc bracing. OTHERS 2x4 SP No.3. REACTIONS. All bearings 214-0. (1b) - Max Horz2=127(LC 6) Max Uplift All uplift 100 lb or less at )olnt(s) 20. 21, 22, 23, 17, 16, 15, 14 except 2=122(LC 4). 12-104(LC 5) Max Grav Ali reactions 2501b or less aljoint(s)18, 20, 21, 22, 23,17,16,15,14 except 2=321(LC 1), 12=321(LC 1) FORCES. Ob) - Max. Comp.IMax. 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=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.0psf, h=1611; Cat II; Exp C; End., GCpl=0AS; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL-1.60 3) Truss designed for wind bads 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 ANSUTPI 1. 4) Ali plates are 1x4 MT20 unless otherwlse indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconarrent With any other live loads. 8) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 1001b uplift at joint(s) 20, 21, 22, 23,17.16, 15, 14 except Ql=lb) 2=122, 12=104. 9) Beveled plate or shin required to provide full bearing surfam with buss chard atJolnt(s) 2. LOAD CASES) Standard -Z: Qcj \,\CEIys��7��!i� i PE 76051 ri i %moo 1/ RID �� `O �jIli; ONA ;I� ,\\�� job 11russ Truss lypo Y CLEMEMINECL-GL cl Half Hip 1 7 Job Reference o tonal S,xhNmn Truss, FL Pl MFL, M951 415 = yaDead LoadD4 II ell. =118 in = 2 3 4 a 7 3x4 = 3x4 = 3x4 = 3x4 = Plate Offsets MY)— I1:0-2-0.Edeel, I2:0-2-12.0.2-01 LOADING(psQ SPACING- 24)-0 CSI. DEFL. In (hoc) IldeO Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Verl(LL) 0.13 8-11 >679 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.18 8-11 >467 180 BCLL 0.0 Rep Stress Ina YES WB 022 Horz(CT) 0.01 5 Na n1a BCDL 10.0 Code FBC2017fiP12014 Matrix -MS Weight 77 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 , TOP CHORD Structural wood sheathing directly applied or 6410 oc purtlns, except BOT CHORD 2x4 SP No2 end verticals. WEBS 2x4 SP No.3. _ BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 10-2-0 except at --length) 5=2-4-0, 8=0-3-8. (lb) - Max Horst=176(LC 8) Max Uplift All uplift 100 lb or less etJoint(s) i except 8=231(LC 5), 5=210(LC 5) Max Grav All reactions 250 lb or lass atJoint(s) 6 except 1=310(LC 1), 8=743(LC 1), 5=340(LC 1),1=310(LC 1) FORCES. (lb) -Max. Comp./Maxi. Ten. -All forces 250 (lb) or lass except when shown. BOT CHORD 7-8=-158271, 6.7=15a271, 5.6=158f271 WEBS 2-8=-3641190, 3A=269I197, 3.5=3201184 NOTES- 1) Wind: ASCE 7,10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsh BCDL=5.Opst h=16ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate gdp DOL=1.60 2) Provide adequate drainage to prevenlwmer punting. 3) This truss has been designed for a 10.0 psf bottom chord live lead noncancurrent with any other live toads. 4) Provide mechanical connection (by others) of truss to beedng plate capable of withstanding 100lb uplift etjolm(s)1.1 except (It -lb) 8=231. 5=210. LOAD CASE(S) Standard ` V� PE 7 051 o yrA _ � -43 �: i�// j) 0NAI l(NG�\\\\\c� 4x7 = tx4 II 3 15 16 4 17 18 fl Dead Load Der. =1181n 3x7 = TP= 3.5 II LOADING(psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 24)-0 Plate Grip DOL 125 Lumber DOL 125 Rep Shess Ina NO Code FBC2017/rP12014 I CSI. TC 0.86 BC 0.71 WB 0.76 Matrix -MS I DEFL. ' In Vert(LL) 0.15 Vert(CT) 417 Horz(CT) 0.03 Qoc) gdefl IJd 7-9 >999 240 7-9 >999 180 6 n1a Na PLATES GRIP MT20 2441190 Weight: 841b FT=20°b LUMBER- BRACING - TOP CHORD 2x4 SP No2 • TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc pudlns, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP N0.3- BOT CHORD Rigid ceiling directly applied or4-11-3 oc bracing. OTHERS 2x4 SP N0.3 WEBS 1 Row at midpt 5-7 REACTIONS. (size) 6=0-8.0 (min. G-1-8), 2---0-8-0 (min. 0-1-10) Max Hwz2=221(LC 8) Max UpIi86=877(LC 5), 2=-854(LC 8) Max Gmv6=1295(LC 32), 2=1354(LC 29) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=2341I1523, 3-15=217011485, 15.16=217011485, 4.16=217011485, 4-17=217011485,17.18=2170H485, 5.18=217011485, 5-6=-01881879 BOT CHORD 2-9- 14192049, 9.19=142812078, 19.20=142812078, 8-20=142812078, 7-8=142812078 WEBS 3-9=1681530, 4.7=7121705, 5.7=-157712361 NOTES- 1) Unbalanced roof We loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.OpsF, BCDL=5.0psf; h=16fl: Cal. II; Exp C; Part End., GCp1=0.55; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 . 3) Provide adequate drainage to prevent water Funding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 per bottom chord live load nonconcument with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100It, uplift at joint(s) except fit --lb) 6=877, 2-554. 7) Hanger(s) or other connection device(s) shall be pmvided sufficient to support concentrated load(s) 279 Ib down and 3531b up at 5-0-0, 166 lb down and 184 lb up at 7-0-12,166Ib down and 184 m up at 9-0-12,166lb down and 184 lb up at 11-0-12, and 166 lb down and 184 It, up at 13.0-12, and 166 lb down and 184 lb up at 1540-12 on top chord, and 379 lb down and 2021b up at 541-0, 63lb down and 24 Ito up at 74112, 63 lb dovm and 24Ib up at 9-0.12. 631b down and 24Ib up at 1140-12, and 63 lb down and 24Ib up at 13-0-12, and 631b down and 24Ib up at 15-0-12 on bottom chord. The designlselection of such connection device(s) Is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the buss are noted as front (F) or back (B). LOAD. CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Inaease=125, Plate Increase=125 Uniform Vertt: 1.3m70, 3.5=-70, 6.12=-20 \� B� Concentrated Loads (Ib) \ \A��_ Vert:3=72(B) 9=169(B) 4=-0� 7(B) 7=-35(B)15=-67(B)16=-67(B)17=-67(B)18=-67(B)195(B) 20=35(B) 21=-M(B) 22=35�B��-l�i.�--+F�\ PE 7 0j51 �4y, 3p �(g :6c ion I nlss Iruss I ype CLEMENiINECL-GL CJt DIAGONAL HIP GIRDER 1 1 .lo b Reference o tlanal SaMern Truss, FT. Mekce, R.3 1 4511 3-11-5 ' 45.11 1 3.5-10 Plate Offsets MY}- 1247-5.0-081, 15:42-3,0-0-81 LOADING(psq SPACING- 24)-0 CSI. DEFL. in (loc) I1de0 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.76 Vert(LL) 0.06 9 >796 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.05 9 >891 180 BCLL 0.0 Rep Stress Ina NO WB 0.00 Horz(CT) 0.02 3 n1a We ' BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight 211h FT=20% LUMBER - TOP CHORD 2x4 SP No.2' BOT CHORD 2x4 SP No2 OTHERS 2x4 SP No.3' REACTIONS. (size) 3=Mechanical, 2=0b-0 (min. 0-1-8), 4=Meehanicoi Max Hom2-144(LC 4) -Max Upfi t3--33(LC 8), 2=-384(LC 4), 4=-65(LC 17) Max Gmv3--36(LC 31), 2=476(LC 1), 4-94(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-5 oc pudins. BOT CHORD Rigid ceiling directly applied or 1g4)-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vu8=160mph (3-second gust) Vasd=124mph; TCDL=5.OpsF, BCDL=5.0psh h=1611; Cat 11; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise Indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcumontwith any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3. 4 except at -lb) 2-384. 6) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s)19 lb down and 19 lb up at 1-6-1, and 108 lb down and 138 lb up at 1y1 an top chord, and 7111 down and 11 lb up at 1-6-1, and 45lb down and 96lb up at 1-6-1 on bottom chord. The design/seledion of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) a back (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Leads (pli) Vert 1-3=70, 4.9=20 Concentrated Loads Qb) Vert: 13=57(F)14=47(F=53. B=7) \A N-8451 �,/��i PE7O51 0�,`�4 0R30Py,�`� 3 LOADING(Psf) SPACING- 240-0 CSI. DEFL. In (loc) Vdell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.76 Ver4U) -0.05 4-11 >975 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 SC 029 Vert(CT) -0.05 4-11 >999 180 BCLL 0.0 Rep Stress Ina NO WB 0.00 Horz(CT) 0.00 2 Na n1a BCDL 10.0 Code FBC20171TP12014 Matrix -MP Weight: 22lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 • TOP CHORD Structural wood sheathing directly applied or 4-2-2 oo pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 24-10-15 (min. 0.1-6), 4=Mechanical Max Horz2=146(LC 4) -Max Uplitt3=56(LC 8), 2=311(LC 4), 4-17(LC 17) Max Gmv3=76(LC 31), 2=391(LC 1), 4=65(LC 20) FORCES. (lb) -Max. CompJMax.Ten. - All forces 250(lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vutt=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf; h=16ft; CaL I I; Exp C; End., GCpi=O.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 nonconcumant with any other live loads. 3) Refer to girders) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s) 3,4 except Gt-lb) 2=311. 5) Hangers) or other connection devica(s) shall be provided sufficient to support concentrated load(s)19 lb dawn and 19 lb up at 1-6-1, and 108 lb dawn and 138 lb up at 1-&l on top chord, and 7lb down and 11 lb up at 1-6-1, and 45 lb down and 96 lb up at 1-6-1 on bottom chord. The deslgn/seledirm of such connection device(s) Is the responsibility of others. 6) In the LOAD CASE(S) sedan, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert 14-70, 4-9=20 Concentrated Loads (Ib) Vert 12=57(F)13=47(F=53, 11=7) im cuss truss type y CLEMENnNECL-0L CJ5 D'aaonal Hip GWer 1 1 Joh Reference (optional) r russ.rtra�w, r�...wx�i wm:u a mar elwla root tllSwlt Phar' a Lwla Mnex NpeawIBS. M hmrApl111"3•-0Splh LUla ra al ID:TSmw62uVsrAXx2pOenindzS99B-NEu.[B7 hSInjlmCY5_h70T791Q41Ry3YveIudd�ri�ns7 -2-9-15 5-0-13 511-6 2915 I 5-0-13 1 1-10-9 � Plate Offsets (AY)— I7:0-2J.041-M LOADING(PSO SPACING- 2-" CSI. DEFL. In (too) War Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.19 6-13 >420 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 BC 0.65 Vert(CT) -0.21 6-13 >365 180 BCLL 0.0 Rep Stress I= NO WB 0.08 Horz(CT) 0.00 2 Na nla BODL 10.0 Code FBC2017rrP12014 Matrix -MP Weight 34lb, FT=20% LUMBER - TOP CHORD 2x4 SP No.2 ' BOT CHORD 2x4 SP Not WEBS 2x4 SP No.3' OTHERS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-15 (min. 0-"), 6=Mechanical Max Hom2=249(LC 20) Max Uplift4=153(LC 20), 2--370(LC 4), 6=163(LC 8) Max Gmv4=98(LC 16), 2=498(LC 31), 6=329(LC 31) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOTCHORD Rigid wiring directly applied or 10-0-0oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. -All forms 250 (Ib) or less except when shown. TOP CHORD 2-14=-3381143, 14-15=2611109 BOT CHORD 2-16=193259, 16-17=193259, 6-17=193259 WEBS 3-6=3571266 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=16ft; Cat II; Exp C; Part. End., GCpi=0.55; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL-1.60 2) This truss is not designed to support a wiling and is not Intended for use where aesthetics are a consideration. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrentwith any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at --lb) 4=153, 2=370,6=163. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)139 lb down and 138 lb up at 1.6-1. 139 lb down and 138 lb up at 1.6-1. and 1G61b down and 104 In up at 4-0.0. and 108 lb down and 104 to up at 4k0 on top chord, and 45 lb down and 96 lb up at 1-6-1, 45 lb down and 96lb up at 1-6-1, and 36 lb down and 3Ib up at 4-4-0, and 36 lb down and 3lb up at 4-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the few of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Uve (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vera 1.4=70, 5-11=20 Concentrated Loads Qb) Vert: 14=115(F=57,B=57)16=107(F=53, B--53) _1XCEA(,g i PE 7 051 ` 1 1 Joe Nss mss lype CLEMENTINE-CLGL CJ7 biagerW fSp Girder 3 1 Job Reference o onal Nunre:uus merazmernnc asaasmer aanarvuras nmuav,as,mc mu w:ua:m n„e ru a, ID:TSlbxr62uVsrAlLx2pOenmdzS998-rRShOL?JD3vaNwnlfhCExgmi SMACe18o3A9 rm6 -2-9-15 5.1-3 9-9-5 2-9-15 1 S-13 I 43-1 5-13 9.9b 5-13 1 4 1 Plate Offsets (XYI-- 18:0-23 0-0-81 LOADING(psf) SPACING- 2-" CST. DEFL in (loc) 8de0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.10 7-14 >999 240 MT20 2441190 TCDL 15.1) Lumber DOL 125 BC 0.73 Vert(CT) 0.09 7-14 >999 180 BCLL 0.0 Rep Stress Ina NO WB 0.44 Horz(CT) 0.01 6 n1a We BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weight 49lb, F7=20°% 'LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3. OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-2-14 cc pudins. BOT CHORD Rigid ceiling directly applied or 7-9-6 oc bracing. REACTIONS. (size) 4=Mechanical, 2=0-10.15 (min. 0-1-8� 6=Mechanical I -Max Horz2=320(LC 4) Max Up1104=179(LC 4), 2=461(LC 4), 6=228(LC 8) Max Gmv4=167(LC 1).2=672(LC 31), 6=416(LC 31) FORCES. Qb) - Max. CompJMax. Ten. - All forces 250 pb) or lass except when shown. TOP CHORD 2-15=927/426,15.16=8721438, 3-16=839/431 BOT CHORD 2-18=569/855,18-19--569I855, 7-19=569/855, 7-20=5691855, 6.20=569/855 WEBS 3-74284, 35=923/614 NOTES- 1) Wind: ASCE 7-10; Vu0=160mph (3second gust) Vasd=124mph; TCDL=S.OpsF BCDL=S.Opst h=16ft; CaL II; Exp C; Part End., GCpl=0.55, MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ailing and is not Intended for use where aesthetics are a consideration. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurtent with any other Ilve loads. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 4=179, 2=461, 6=228. ' 6) Hanger(s) or other connection device(s) shall be provided suf ident to support concentrated load(s)139 lb down and 138 lb up at 1.6-1, 139 b down and 138lb up at 1-6-1, 108It, down and 1D4 lb up at 440, 1081b down and 104 lb up at 44-0, and 175 lb down and 188 tb up at 7-1-15, and 175 lb down and 188 lb up at 7-1-15 on top chord, and 45 lb down and 96lb up at 1-6-1, 45 lb down and 96lb up at 1-&1. 36 Ib down and 3lb up at 4.", 36 lb down and alb up at 4-". and 59 lb down and 27 lb up at 7-1-15, and 59 lb down and 27 lb up at 7-1-15 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss am noted as front (F) or back (B). LOAD CASE(S) Standard ` 1) Dead + Roof Live (balanced): Lumber lncrease=1.25, Plate Increase=125 Untfonn Loads (pit) Vert 1.4=70, 5-12=20 Concentrated Loads Qb) Vert 15=115(F=57, 8=57)17=-75(F=38, 8=.38)18=107(F=63. 8=53) 20=.54(F=27, B=27) C i PE 7fdO51 zib "tTAT�s / o.�.�<y o -se russ ype ply CLEMENTINE-CL.GL J1 Ja k-Open 9 1 Jah Reference o clonal ---SO1lxlem Tm .M PWCe, R,H Ml RIaCa . M smlumIICtll:Ne MO!Y NIY NL IBIt N01RV165111C. IIY Pprll lill:>C lVltl 1 ID:TSIbxrMVsrXKx2pOenmdrS99BJd03ag7x NIR7dMxDPjl .9Ph tJNmrMSpj Plate Offsets (Y Y)- 12:044,Edcel, f5:0-2.3,0-0-81 LOADING(psf) SPACING- 24)-0 CSI. DEFL. In Von) Odefl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Veri(LL) -0.00 9 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 BC 0.06 Vert(CT) 0.00 9 >999 180 BCLL 0.0 Rep Stress Inc YES WB 0.00 Horz(CT) -0.00 4 We nla BCDL 10.0 Code FBC2017rrP12014 Matrbc-MP Weight 10 lb FT=20k LUMBER - TOP CHORD 2x4 SP No2• SOT CHORD 2x4 SP No2 OTHERS 2x4 SP No.3. REACTIONS. (size) 3=Mechanical, 2--0-8-0 (min. 0-1-8), 4=Mechanical Max Hcrz2=76(LC 8) .Max Upii63=-39(LC 1).2=160(LC 8).4=-08(LC 1) Max Gmv3=27(LC 10), 2=340(LC 1), 4=45(LC 4) FORCES. (lb) - Max. Comp./Max, Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural woad sheathing directly applied or 1-0.0 oc pudins. BOT CHORD Rigid ceiling duecty applied or 10-M on bracing. NOTES- 1) Wind: ASCE 7.10; VuIr160mph (3-second gust) Vasd=124mph; TCDL=S.Cpst; BCDL=5.Cpsf; h=16fl; Cat. II; Exp C; Part. End.. GCpi=0.55; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise Indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 4) Refer to guder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3, 4 except at -lb) 2=160. LOAD CASE(S) Standard 47j i W\_kCENg��`�� i PE 7 051 1 *101 = I ij�tn OR101,1 10 �� O N55tress ype y CLEMENTINE-OLGL J1A Jerk -Open 2 1 Job Reference tlonal 1 bA = ID:TSIbxr62uVsrAXIQpOenmdzS99Bop7Rp0021g91cEw7m6FO5dq GDMeB2_ 1-0 0 1-0-0 LOADING(psl) SPACING- 2-60 CSI. DEFL In (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 6 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.01 I Vert(CT) -0.00 6 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Hoa(CT) -0.00 2 nla Na BCDL 10.0 Cede FBC2017ITP12014 Matrix -MP PLATES GRIP MT20 2441190 Weight. 3lb FT=20% LUMBER. - BRACING - TOP CHORD 2x4 SP No3 TOP CHORD Structural wood sheathing directly applied or 1-0-0oc pudins. SOT CHORD 2x4 SP N0.2 , BOT CHORD Rigid calling directly applied or 10-M ob bracing. REACTIONS. (size) 1=0.4-0 (min. 0-1-8), 2=Mechanical, 3=Mechanical Max Horz1=25(LC 8) Max Upli81=-8(LC 8), 2=16(LC 8), 3=6(LC 8) Max Gmv1=44(LC 1� 2=26(LC 1).3=19(LC 3) FORCES. (Ib)-Max. CompJMax. Ter. -All forces 250 Qb) orless exceptwhen shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL-5.Opsf,, BCDL=5.Opst h=16ft; Cat 11; Exp C; End., 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 noncenamemvdth any other live loads. 3) Refer to girders) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at)oint(s)1, 2, 3. LOAD CASE(S) Standard \\\\\�\ \, , M' 13<�//q///// 0 /Pw�`\�GENga�`'f��/ii i PE 1 7605`7 c �.I L AI = TAT cf r //�/SS ONAL`V-\A �\\ l J04 Imes Iness type TY ply CLEMENTINECL-GL JIB Jade -Open 1 1 Jab Reference o tional :.,.aouNem Truss,Ft. %errs, FL,a4951 - . XYr4.I..Mar Y[YIY YnnC b1JU8MiD Y2YlYM11BIt alaY5a1 mF r I-la:ua:aa iu,n ran ID:TSlbxr62uVsrAXx2pOenmdzS9gB-GO7glM1BW H9E gmxZJA7zgZVNeH8gmlgmD s3 1-0-0 t 1-0-0 LOADING(pst) SPACING- 2-0-0 CSI. DEFL in (Ioc) Irden L/d TCLL 20.0 Plate Grip DOL 1.25 TO 0.03 Vert(LL) 0.00 6 n/r 120 TOM 15.0 Lumber DOL I 1.25 BC 0.02 Vert(CT) I -0.00 6 n1r 120 BCLL 0.0 Rep Stress Ina YES WB 0.00 Hom(CT) 0.00 Na n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 , REACTIONS. (size) 2=Mechanical, 3=D4-0 (min. 0-1.8) Max Hoa2=B2(LC 1), 3=-82(LC 1) Max Upli82=23(LC 8), 3-7(LC 8) Max Gmv2--66(LC 1), 3=23(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. PLATES GRIP MT20 244/190 Weight 3111 FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 on pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.DpsF, BCDL=5.Opsf; h=16R; Cal 11; Exp C; End., GCpl-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 nonconcument with my other live loads. 3) Refer to glyder(s) for buss to lass connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of w(fthstanding 100 Ih uplift at)oint(s) 2, 3. 5) Non Standard bearing condition. Review required. LOAD CASE(S) Standard PE051 - a l A I 44p,�g ij/ASS ONALIENG�\��\\ 2x4= s-io-e LOADING(ps) SPACING- 24)-0 CST. DEFL in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 VBd(LL) 0.01 3-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 Be 0.10 I Vert(CT) .0.01 3-6 >999 180 I BCLL 0.0 Rep Stress Ina YES WB 0.00 Horc(CT) .0.00 2 n/a Na BCDL 10.0 .I Code FBC2017/TPI2014 Matrix -MP Weight 9lb FT=20% LUMBER. TOP CHORD 2x4 SP 140.2 BOT.CHORD 2x4 SP No.2 REACTIONS. (size) 1=04-0 (min. 0-1-8), 2=Mechanical, 3-Mechanical Max Harz 1=70(LC 8) Max Uplift1=24(LC 8), 2-57(LC 8). 3=4(LC 8) Max Grav1=127(LC 1), 2=84(LC 1), 3=55(LC 3) FORCES. (lb) - Max. CampJMax. Ten. -All forces 250 (lb) or less exceptwhen shown. BRACING - TOP CHORD Structural wood sheathing directly applied art-10-8 oc puriins. BOT CHORD Rigid ceiling directly applied or 1041-0 oc bracing. NOTES- 1) Wind: ASCE 7-10: Vult--160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=168; Cal. II; Exp C; End., 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 nonconctarent 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 100 lb uplift at)oint(s)1, 2, 3. LOAD CASE(S) Standard i PE 76051 P —OIAI L"B( J!�— , °�F <yo o P`� `,�``� r NSa 1russ lype CLEAMMNE-CL-GL J20 Jack -Open Girder 1 1 Joh Reference factional) Souaiem TNss,Ft Plano, FL, 34951 - Hun.6R305 Mar axurarnimn.zausmar a<uha Mnax,rm,amms me inu ai �aaa:ss Iola ID:TSIhxr62uVsrAWpOenmdzSg9B-kChCFJ2pHIEEX44�'uXHAS i4PJio65XH3O1OJ 2 2-10-8 2-1(H] Plate Offsets (X.Y)- 11:0-3-8 0-0-111 LOADING(psf) SPACING- 240-0 CSI. DEFL. in (be) Vden Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.02 3-5 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.03 3-5 >999 180 BCLL 0.0 Rep Stress Inch NO WB 0.00 Horz(CT) 0.00 3 Na n/a BCOL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 121b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 . BOT CHORD 2x6 SP No.2 REACTIONS. (size) 1=0-4-0 (min. 0-1.8), 2-Mechanical, 3--Mechanical Max Horzt=70(LC 21) Max Upli61-323(LC 8), 2=-71(LC 8). 3-125(LC 8) Max Gmv1=1228(LC 1). 2=157(LC 1). 3=471(LC 1) FORCES. (0) - Max. CompJMax. Ten. -All forces 250 Qb) or less exceptwhen shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-e cc pudins. BOT CHORD Rigid calling directly applied or 85.4 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opst BCDL=5.Opst h=16ft: Cat 11; Exp C; End.. GCpi=0.16; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been assigned for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjolyd(s) 2 except Qt=lb)1=323, 3=125. 6) Hangers) or other connection devices) shall be pmAded sufficient to support concentrated Ioad(s)1604 lb down and 444 lb up at 0-11-4 on bottom chord. The designlselection of such connection device(s) is the responsibility of 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 Increase=1.25 UnKonn Loads (pit) Vert 1-2-70, 1-3-20 Concehdreted Loads Qb) Vert: 5=1604(B) \jCEIV& N`lt PE 76051 �.( r of = �S`TA�BC✓ ( 4 p P jog MW Was type y MI CLEMENE-CL-Gi. J3 Jack -Open 7 1 Job Reference Optional) _ 10:TSIbxr69NsrN0¢pOenmdzS998-COFa522R2bVtUhfiSEoPekF�aoTFKrYnRH4mu5zfinsl 2-0-0 �I LOADING(psf) I SPACING- 2-0-0, -St- 0.33 I DEFL In (foe) Udell Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO Ved(LL) .0.01 4-9 >999 240 MT20 2441190 TCDL 15.0 LumberDOL 125 BC 0.06 Vert(CT) -0.01 4-9 >999 180 BCLL 0.0 Rep Stress Inv YES WB 0.00 Horz(CT) -0.00 3 We Na BCDL � 10.0 Code FBC2017fTP12014 Matrix -MP Weight 161b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 • TOP CHORD Structural wood sheathing directly applied or 3-M oc pudins. BOT CHORD 2x4 SP No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SP No.3- REACTIONS. (size) 3=1VIechanical,2=048-0 (min. 0-1-8),4=Meohaniral Max Hoa2=146(LC 8) -Max Upfif13=78(LC 8), 2=137(LC 8) Max GWv3--86(LC 13), 2=328(LC 1). 4=45(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7.10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=5.Cpsf; BCDL=5.0psf; h=1611; Cat II; Exp C; Part End., GCpi=0.55; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise Indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcumant with any other live loads. 4) Refer to girder(s) for truss to tnus connections. 5) Provide mechanical connection (by others) of buss to bearing plate capable of Withstanding 100Ib uplift atjolnt(s) 3 except aMb) 2=137. LOAD CASE(S) Standard M� BZ i PE /III jj�X\�\\\N �i Truss Inass, type y CLEMENTINE-CL-OL J3A JadeOpen 1 1 Job Reference factional) �=v= 0$0 300 0 6-0 2-4 0 Plate OffsetsMY)— 11:0-14,Edge) LOADING(psf) SPACING- 2-M CSI. DEFL.. In (lob) Odell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TO 0.10 Vert(LL) 0.00 4 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 BC 0.10 Vert(CT) 0.00 4 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 2 n1a Na BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight 10 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 , BOT CHORD 2x4 SP No2 REACTIONS. (size) 2=6chanical, 3=Mechanical, 4=0-8-0'(min. 0.1-8) Max Horz4=105(LC 8) Max UpIMZ-82(LC 8).4=73(LC 8) .Max Gmv2=77(LC 13), 3=25(LC 3), 4=210(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pur9ns. BOT CHORD Rigid ceiling directly applied or 10-041 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL--5.W, BCDL=5.Opsf; h=168; CaL II; Exp C; Part Encl., GCpl--0.65; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise Indicated. 3) This truss has been designed fora 10.0 psf bottom chord live Iced nonconmaent with any other live loads. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 100 lb uplift atjoinrs) $ 4. LOAD CASE(S) Standard Job, Mae, ruse ypsft y =MEMINECL-GL J13G Jar%-0pm Girder 1 1 Joh Reference o 11orW SeuTem Tams, FL Pixe, FL, 31951- 3x44 LOADING(psf) SPACING- 2-M CSI. DEFL In Qoc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.41 Ved(LL) 0.03 3-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 I BC 0.66 I Vert(CT) -0.04 I 3-6 >876 180 I SCLL 0.0 Rep Stress lncr NO WB 0.00 Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC2017/7PI2014 Matrix -MP Weigh: 9lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-8 oc pudins. BOT CHORD 2x4 SP No.2 . BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (size) 1=0-6-0 (min. 0-1-8), 2=Mechanical, 3=MechanimI Max Horz1=70(LC 8) Mu UpliR1-200(1-C 8), 2=90(LC 8), 3=56(LC 8) Max Grav1=526(LC 1). 2=153(LC 1), 3=160(LC 1) . FORCES. (Ib) - Max. CcmpJMax. Ten.- All forces 250 0b) or Iess except when shown. ' NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.OpsF h=16ft; CaL 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 nonconcoment with any other live leads. 3) Refer to girder(s) for truss to truss connections. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 Its uplift at)olnt(s) 2, 3 except Qt--lb)1=200. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 586 Ib down and 272 lb up at G-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of 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 Inmm=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert:1-2=70, 3-0=20 Concentrated Loads (Ib) Vero 7=586(B) i PE 7 051 111/11//�OjNA ilEN N\\ �.� 1 c russ russ Type CIEMEN71NEL -GL ItsJack-Openit 7 Job Refs.. o tlonal SouNem n=. K Pbrm, FL, Mast Rw:8Y30s 92018 nt 82305Mar 9YO1B MR kNusbles,Inc 1113: SB 2018P e1 IMTSIInxr62uVsrA)(x2p0arundzS99B-OnNKtk4If bj7p5ZtgQ9 IHuwJ4S jIOG2v z�ns? -2-0-0 5-0-0 2.00 I S" - -- 1 fJ G() Plate Offsets (XYF- (2:O- d Edwl, 15:0-2-3 0-0-61 LOADING(PSI) SPACING- 24)-0 CSI. DEFL In (ioc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.05 4-9 >999 240 MT20 244I190 TCDL 15.0 Lumber DOL 1.25 BC 0.24 Vert(CT) -0.06 4-9 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Hcrc(CT) -0.00 3 Na nia BCDL 10.0 Code FBC2017f P12014 Mabix-MP Weight 22 lb FT-20% LUMBER - TOP CHORD 2x4 SP No.2• ROT CHORD 2x4 SP No2 OTHERS 2x4 SP No.3. REACTIONS. (size) 3=Mechanical, 2=D-8-0 (min. 0-1-8), 4=Mechancal Max Ho22=217(LC 8) .Max Upl1ft3=151(LC 8), 2=159(LC 8). 4=4(LC 8) Max Grav3=169(LC 13), 2=397(LC 1).4=89(LC 3) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purims. BOT CHORD Rigid ceiling directly applied or 10—M oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.OpsF, BCDL=5.0psf, h=160; Cat I1; Exp C; Part. End., GCpi=0.55; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss, has been designed for a 10.0 psf bottom chord live load nonconcument with any other live leads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s) 4 except (jt=1b) 3=151. 2=159. LOAD CASE(S) Standard \\\\\\\ a 4 MSC i PE 7 , bra . i��ss o russ 1russ lype ty y CLEMENTINE-CL-GL J5A W&,Opw 1 1 Job Reference a onal soutam Truss, FL Flerm, FL, aie51 XD,.T bxr62uVvAXcY111,Ctl dzS9elUNli5KLWlSLSO,,11L nPr l l li:iTdtl CY,i ID:TSIbu62uVsrA%Y2pOenmdzS99Btarj4451QWwSL90H7NIbGMtoshG2v%t 27bS _ NOP2XSTP= 0-8 0' 5-M 0$-0 4-" Plate Offsets MY1- 11:0-64.0-0.101- LOAOING(psf) SPACING- 2-04 CSI. DEFL in (loc) I/dell Lid PLATES GRIP ' TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Ved(LL) 0.02 34 >999 240 MT20 244I190 TCDL 15.0 Lumber DOL 125 BC 026 Vert(CT) -0.02 34 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.02 2 n/a rda BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Weight 16 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2, SOT CHORD 2x4 SP No2 REACTIONS. (size) 2=Mechanical,3=Merhanical,4-0-8-0'(min.0-1-8) Max Hoa4=176(LC 8) Max Upl'dt2=15O(LC 8), 3=l(LC 8), 4-102(LC 8) Max Gmv2=155(LC 13), 3=71(LC 3), 4=292(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 Ob) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 as pudlns. BOT CHORD Rigid ceiling directly applied or IG-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opst BCDL=5.0pst h=16ft Cat. 11; Exp C; Part End.. GCpl=0.55; MWFRS (envelope); Lumber DOL=1.60 plate gdp DOL=1.60 2) All plates are MT20 plates unless othery ise Indicated. 3) This truss has been designed for a 10.0 psf bohom chord live load nonconcument with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanirai connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3 except at -lb) 2=150. 4=102. LOAD CASE(S) Standard i PE 7 051 �`� ✓�rare� / Al ORID Job rus5 Imes IYW CLEMFMINE-CL-GL J7 Jack-DW 12 1 Job Reference (,Oil .. 1 - S = Truss, K Pierre, FL, 34951 Dead Load Der. -118Iri Plate Offsets (Y YH 12:0S4.0-0-101, t5:0-2-0.04i-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) VdeO Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 0.75 Ved(LL) 0.20 4-9 >409 240 MT20 244/190 TCDL 15.0 LumberDOL 1.25 BC 0.55 Vert(CT) -0.24 4-9 >348 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.01 3 me Na BCDL 10.0 Code FBC2017frPI2014 Matrix -MP Weight: 28lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2. BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP N0.3. REACTIONS. (sus) 3=Mechaniral,2=0-8-0 (min.0-1-8),4=1viechanical Max Horz2=288(LC 8) .Max Uplift3=221(LC 8), 2— 188(LC 8), 4=9(LC 8) Max Gmv3=248(LC 13), 2=478(LC 1), 4=131(LC 3) FORCES. (to) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1)Wind: ASCE 7-10; Vult=160mph (3-semnd gust) Veld=124mph; TCDL=5.OW BCDL=5.OpsF, h=16ft; CaL II; Exp C; Part Enc ., GCpi=0.65; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise Indicated. 3) This buss has been designed for a 10.0 psf bottom chord live load nommncurrent with any other live loads. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of buss to bearing plate capable of withstandin91001b uplift at)oird(s) 4 except (p=1b) 3=221, 2=188, LOAD CASE(S) Standard MI 84 ,�GENSF�`�� i i PE 7 051 *�Oit OJAIL'6F/ � %�ssoN� '\ G ��3 Otruss Truss lype CLEMENTINE-CL-0L V2 Vatley 2 7 Job Reference o tional SOIIaIBIa Truss, FL Plexa, FL, M951 PoOI:833as Mai 82aleR1nC921oeMai 8Za18 WA Neg;l Q1nY aprll laJe:0o 2a19P l ID:TSlbxr62uVvAXx2pOenmdzS99B4AV5H06y6g2Jy1zTh4LLoa0104rhnMmOCiIl nrz 2-0-0 2-0-0 2x4 i LOADING(W SPACING- 24)-0 CSI. DEFL In (lox) Ildell Vd PLATES GRIP TCLL 26.0 Plate Grip DOL 125 TC 0.06 Vert(LL) nla - n1a 999 MT20 2441190 TCDL 15.0 I Lumber DOL 1.25 BC 0.03 I Vert(CT) n1a - nla 999 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horc(CT) -0.00 2 n1a n1a BCDL 10.0 Code FBC2017frP12014 Matrix-P Weight 5 to FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 _ TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puriins. BOT CHORD 20 SP No.3 , BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1-2-" (min. 0-1-8), 2=2-" (min. 0-1-8), 3=2-0-0 (min. 0-1.8) Max Holzl=35(LC 8) Max Upliftl=12(LC 8), 2�36(LC 8) Max Grevl=62(LC 1). 2=48(LC 1). 3=28(LC 3) FORCES. (Ib) - Max Comp./Max. Ten. -All forces 260 (Ib) or less exceptwhen shown.- NOTES- 1) Wind: ASCE 7-10; Vu0=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsh BCDL�Upsf; h=16f; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires mndnuous bottom chard bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load none ncurrent with any other live loads. 4) Bearing at joint(s) 2 considers parallel to grain value using ANSIfTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to beadng plate capable of withstanding 100 lb uplift at joint(s)1, 2. LOAD CASE(S) Standard i PE 7-1O51 f �O\.O`1 itvf� 4ORID� kt iz i,Ili; ss 01V AI i job- I Nss iruss lype y CLEMFMINECL[iL V4 Veda/ 2 1 Job Refarance jpliwall aoumwn i cuss. rt narw, ram, anm� 2x4 c. 2x4 II 2 3 I LOADING(psi) SPACING- 2-G-0 CSI. DEFL in (roc) gde0 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) nia - We 999 MT20 244/190 TCDL 15.0 Lumber DOL 125 BC 0.21 Vert(CT) nha - rJa 999 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 n/a n/a SCDL 10.0 Code FBC2017lTPI2014 Matrix-P Weight 14 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Sbuctural wood sheathing directly applied or 4-" oc pudins, except BOT CHORD 2x4 SP No.3 • end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid calling directly applied or 10-" oc bracing. REACTIONS. (size) 1=4-" (min. 0-1-8), 3=4-" (min. 0-1-8J Max Horz1=81(LC 8) Max Upliftt=28(LC 8), 3=-69(LC 8) Max Grav1=146(LC 1), 3=146(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 260 (Ib) or less except when shown. NOTES- 1) Wind; ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.OpsF BCDL=5.Opsf; h=168; Cat II; Exp C; End., GCpi=0.18; 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 nonconcument with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjomt(s)1. 3. LOAD CASE(S) Standard vie- VICENq.ZNV i PE 7 051 1 �p TAr/'"\ �0,,>`Ty ORP s 0NALI NGa�\\\` } - l� o ruse Iruss lype C EME INE-CL-GL V5 valey 1 1 Job Reference Jptl.nall w ID:TSlbxr62uVsrAXa2pOenmdzSH98.1Vai57CeRI0Cc`75oWpt? HbuFiFGGJg0EF1mm' 2 3 2x4 4 2x4 II I LOADING(psf) SPACING- 240-0 CSI. DEFL In (loc) Odell Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) Na - Na 999 MT20 244I190 TCDL 15.0 Lumber DOL 1.25 BC 0.25 Vert(CT) nla - Na 999 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(CT) 0.00 Na No BCDL 10.0 Code FBC2017fTP12014 Malrb(-P Weighk 15 lb FT=20% LUMBER-. TOP CHORD 2x4 SP No.3 BOT CHORD 20 SP No.3 WEBS 2x4 SP No3 REACTIONS. (size) 1=4-0-0 (min. 0-1-8), 3=4A-0 (min. O-1-8) Max Hors 1=89(LC 8) Max Upliftl=31(LC 8). 3=76(LC 8) Max Gmvt=161(LC 1).3=161(LC 1) FORCES. (lb) - Max. Comp./Max Ten. -All forces 250 (Ib) or less except when shown. BRACING- TOPCHORD Structural mod sheathing directly applied or 4-4-0 cc pudins, except and verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psl, BCOL=5.Opsf, h=16ft; Cat 11; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This Was has been designed for a 10.0 psf bottom chord live load nonooncument with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift stjoint(s)1. 3. LOAD CASE(S) Standard l \\`\\\wM,V4k $4/// i PE 1051 N louse Imss lype CLEMENTINS-CLGL Ve Varey 1 1 Joh Reference (optional ID:TSIbxr82uVsrA%x2pOenmdzS99B-VkADwRegPlOtpmh2MD02D bNoJVJrugzpaBz rw 2x4 II 2 3 2x4 6 2x4 II LOADING(psf) SPACING- 2-" CST. DEFL in (ice) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.99 Ved(LL) Na - Na 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Veft(CT) Na - Na 999 BCLL 0.0 Rep Stress Ina YES WB 0.00 Hwz(CT) 0.00 Na Na BCDL 10.0 Code FBC2017RP12014 Matrix-P Weight 21 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 1=8h0 (min.0-1-8),3=6-0-0 (min. 0-1-8) Max Horz 1=131(LC 8) Max Upliftl=-46(LC 8). 3=111(LC 8) .Max Gmv1=236(LC 1), 3=236(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 Qb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psF h=16f; CaL II; Exp C; End., GCpi=0.16; MWFRS (erwelope);.Lumber DOL=1.60 plate gdp DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This totes has been designed for a 10.0 pal bottom chord live load nonconcument with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except Qt=lb) 3=111. LOAD CASE(S) Standard M \fie; � CENSF� PE 7051 �7 ate!. n..•_ *�F� O i * � 0�F `� OD P� 611 //s /01iyVAL t NG�\\\\\