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TRUSS PAPERWORK
Drn ierl /nfi�rm•�finr.• SOUTHERN TRUSS COMPANIES Southern Truss 2590 N. Kings Hwy Fort Pierce, FL 34951 (772) 464-4160 ' Fax: (772) 318-0015 General Truss Engineering Criteria & Design Loads Job Number: J1900351 Customer. GHO Homes Name: Meadowood 257 Avalon Artisan Address: SCANNED Lot 257 Meadowood City, ST, ZIP: BY Saint Lucie County, FL St. Lucie County Building Code and Chapter. FBC2017/TPI2014 .CompularPtagoant Used: MTek Version: 8.23 Oct 2 Gravity: Gravity: 45.0 psf ROOF TOTAL LOAD N/A Wind Building Authority: 160 mph from. MWFRS(Envelope) ASCE 7-10 (Low Rise) Pasco County 0F' �10ENSF\t���� P 76051 Xt STAT OF' ���� No. Date Truss ID# 1 03/13/19 Al 2 03/13/19 AIA 3 03/13/19 A2 4 03 IMS A3 5 03h3119 A4 6 03113/19 A5 7 03/13/19 A6 8 03/13/19 A7 9 03/13/19 A9 10 03/13/19 A10 11 03/13/19 A10A 12 03/13/19 A10B 13 03/13/19 All 14 03/13/19 Al2 15 03/13/19 A13 16 03/13/19 A14 17 OW13119 A15 18 03/13119 A18 19 03113119 A17 20 03/13/19 Ala 21 03/13119 A19 22 03113/19 A20 23 03113/19 B1 24 03113119 B2 25 03113/19 a3 26 03/13/19 B4 27 03113119 a5 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. I Date Truss ID# 28 03113119 B6 29 03113119 C1 30 03/13119 C2 31 03113119 C3 32 03113119 C4 33 03113/19 C5 34 03/13/19 CJ2 35 03/13/19 CJ42 36 03113119 CJ48 37 03/13/19 DI 38 03113119 D2 39 03113/19 D3 40 03113/19 D4 41 03/13/19 D5 42 03113/19 D6 43 03113/19 D7 44 03/13119 D8 45 03/13119 D9 46 03113119 D10 47 0313119 D11 48 03113119 E1 49 03113119 E2 50 03/13119 UE 51 03113119 E3 52 03113119 E4 53 03/13/19 H1 54 03113119 H2 Page 1 of 1 No. I Date Truss ID# 55 03113/19 H3G 56 03/13/19 H4G 57 03/13119 J1 58 OW13119 J2 59 03 IMS J2A 60 03/13119 J3 61 03/13119 J4 62 03113/19 J4G 63 03113119 J5 64 03/13/19 ME 65 03/13/19 J6E 66 03/13119 J7 67 03113/19 J42 68 03/13119 J48 69 03113119 J48G 70 03/13n9 K1 71 03113119 K2 72 1 03/13/19 K3E 73 03113119 Wn 74 03113/18 114 75 03I73/19 MV6 76 03/13/19 1 P4 TYPICAL DETAIL (9 CORNER. - HIP ~ NOTE NDS=National Design Specifictions for Wood Construction. 132-51 per Nail (D.O_LFactor=-1.00) rids toe nails only have 0.83 of -lateral Resistance Value. r 1122 � I � ALLOWABLE REACTION PER JOINT UP TO 265$ — 2-16d NAILS REO'a. 0 UP TO 394j = 3-1 rid NAILS READ_ Typical jack 45' attachment 2-16d nd d 1 1 use 3-16c toe nol B TYPICAL CORNER LAYOUT k �-16d Typical Hip jack attachment CHORD HANGERS FASTENER GIRDER JACK J1-J3 TO HIP JACK GIRDER TC — — — — — — — 2-16d nails — — —' — — BC — — — — —— — 2-16d nails ----- J5 TO HIP JACK GIRDER TC — — — — — — — 2-1 Ed nails — — — — — BC -— — — —— — 2-16d nails ----- J7 TO HIP GIRDER TC — — — — — — — 3-16d nails — — — — — BC — — — — —— — 2-16d nails ---—- HIP JACK GIRDER (QMTO HIP GIRDER TC — — — — — — — 3-16d nails — — — — — BC — — — — —— — 2-16d nails — — —— MINIMUM GRADE of LUMBER LOADING (P5� sat. INtR ata BC 2x4 SIP 2 L D FBC2a17 B.C. 4 SW2 TOP 20 WEBS 2s4 SYP Na3 BOrfaM oD 70 29 SPACING 24' 4G SOUTHERN Fort Pierce Divisi onTRUSS Kings , Fort Pierce, 349COMPANIES (6DD)232-0509 (72)464-4160 hw/.. tnm*l For.(772)318-0016 9n"3n M. Bleakly Strict Eng #75051 2590 N. Kings Highway. Ft Pierce. FL 34951 772-464-4160 TYPICAL DETAIL @ CORNER - HIP NOTE NDS=National Design Specifictions for Wood Construction. 132.5# per Nail (DA I-Factor=1.25) nds toe nails only have 0.83 of lateral Resistance Value. ALLOWABLE REACTION PER JOINT UP TO 2651 — 2-16d NAILS REO'D. QB UP TO 394# - 3-15d NAYS REWD. 12 J1 qw J3 , 0 e o u n rA 'T CA) O A O ® OA use 2-16d , / FLS (F� f�iDFR ``. TC & 6C. HIP GIRDER / Typical jack 45' attachment CORNER JACK GIRDER toe nail TYPICAL CORNER LAYOUT k 2-16d .X Typical Hip —jack attachment CHORD HANGERS FASTENER GIRDER JACK J1—J3 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 —---— TC — — — — — — — 3-16d nails — — — — BC — — — — — —— 2-16d nails ----— HIP JACK GIRDER (CJ5) TO HIP GIRDER TC — — — — — — — 3-16d nails — — — — — BC — — — — — —— I 2-16d nails I-- -- UMUM GRADE OF LUN T.C. 2s4 SYP B.Q. — 2u4 SYP 2 WEBS 2t4 SW Nei LOADING (PSF) Snt 1NIVU L 0 SM 1117 Top.. 2a BarlaM 00 fa SPACING 24 O.0 SOUTHERN Fort Pierce Divisiori TRUSS 2F590 N. Kin ,gFL Highway, ortCOMPANIES (800)232-0509 (772)464-4160 heF//.. -M&% T&o- Fax:(772)318-0016 Brian M. Bleakly Struct Eng #76051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-454-4150 Hangers Face Mount Hanger Charts ReW ili aC°-fleadar. Joist no& -UW -.ft M j . J�w Qwv im% ifW125% .824 =4 20 1-9116 3 4 lad 2 10dxl-1,2 :470. 50 320 5, 4 16d 2 1DdXI-112 Me fSn 640 f" ZGqS:-jkF7 5020 H5, FZ JL24W-TZ - 18 1-9116 3-12 I-1J2 4 lDdHDG 2 ladxl-11206 .46T .465' 535:1 MOTI: BO 31, 111. 4 isdHm I iDdxl4f2HDG .Ssa SM' 69.1 615:1 MW F32 2%4 JIIS24 11=4 is i-an6 J-an 3-118 l-W4 1 - 4 10d 2 lad .573. "bM' 775.1 2' 7 SUH24 L124 16 1-aM6 3-1/4 2 1-3116 _ lad 2 15�6 9.1 380 . _L 4 lad 2 lOdli V2 '1592 665-J tD 1 380 a. RD26 HU26 14 1-9116 3-1/2 2-112 1-1/8 wM Fft 4 16d lodXI-1/2 a ' '695 7AS I 365i: F15. Un -L 4 boaa SM. F2 -,"g -B& -3sn S.. �1-10`11S; a-eK-ladiV412-, 710 BOS I E70 1 650 �6 I z--LlEt --1 - 4. -iw-x 1-12; ; so. R60-j 104r.1 650. _j A 10dlim--4- lodXIA12HOS BDO M 730 31, RI, S' AMR --4 - 10d)(1wI/2 HDG BaD. 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F2 � 1-0 lad 6 lOdXl-1,7 1400 11500117401 &zZr:: I dL2BIr-IZ is 1-9116 6-1 lOdHDG 4 Todxl —lj2mG ..MO 1M L1160 73V 31, RI, 8 1 lSdHDG 1 4 lOdXl-1/2HDG lMS 121511215 730 Fn ;;IZ 111526 16 -1-9116 4-IaRG 1,V41 I 4 lad 1 4 lad sm iom ran Ti- ills- JUSM I1678 18 .1-M6 6-11 1-SA 1 1 - 6 6 10d 1 4 1 lad Ina 12701 1375 ills S. FL% F2 2X8 MUS26 MUS26 18 .1-M6 5-111E 2 1 - 6 lad 6 1 lad 1475176* SM 31, ill, MUS28 la� 18 I-SM6 7-1116 2 1 - 8 10d Od 17101 19MI 2340 1 Z?0 F32 SUH26 U25 Is* I-RA6 5-1)8 2 1-3116 - 6 [4 ja Od 10d 12 X 1.1 ..MoLS401 SIG 755- 6 SMU.1 IBM I ISSO 755- SLDM 16 I-Sn6 6-518 2 I -MG _ a lad 6 10dxl.IJ2 10M 111201 IMMG a lad 6 10dxl-112- 1175113MI1440 800- MUS25 MMS 16 I-SAB &7116 3 2 14 lad 6 16d 27601314013M -19M N HUS28 HUS28 16 -1-5/8 7-M6 3 2 22 lad 8 16d 4T70 4345 43451 25M HDZB lim 14 1-8016 5-1/4 2-1/2 1-11% ran a lad l0dXI-I/2 .1=1 2M38 1 M I U�m I M F2 ill= -L 1 6 Ina 1490 11 an larzio i Kma "i i 14 I-9116 i 7-3116 i 2-V2 i 1-118 i Mw la lad 4 IlkdxI-I/2 Un 141 a 72 i NNal M f, M I 2116d skicers (0.148 da x 3-1141 lard maybe read at DL84 afft lada load wbere lad pecifled Tits does riot applyto JiS, ffiUS, ME slardmall hmwjw& 31 For= ift3, and ME Hangers: " musibe drKnen ata 3rto 45amille through ftlaidartmes In Gel headerto addevethatabie leads. 41N11MS:10dx1'72' rails mMl4r c1axl-12' ftl0dralsare(L148' dax3l ", l6dra0sameO.162' dkx3-12'long. 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Wm MiAL is MPUCABIE FOR 711E r0UMNO wm MoawaNsa LarAw AlIY om IN R00R 1 MI. FRam7COAST Ea BlDO. n,� ,_ . rt emm la 0t PSI. WMa ao aL- PSF PNRS FA�+EIdNd AS B17rH BIACEES ARE 9 ACEC4'' FACE 0 YA%. mi WEB BRACING CHART WEB LENGTH REQUIRED BRACING 0' To 7'e' NO BRACING a 1x4 i BRACE. SAME CRAOE; SP GE5 AS WEB 7'B' TO 10' OR AND BOX 4- EB MEMBER ATTACH WffH Bd Ras ATR o/c. 2x4 i' BRACE. SAME GRADE. SPECIES AS WEB 10' TO 14' MEMBER, OR SETTER AND BOX LENGTH OF WEB MEMBER. ATTACH WITH i Bd NAILS AT 4' O/C. JOINT SPANS UP TO TYPE 30' 34' 38' 52' A 20 2.5x4 2.50 3x5 B 4x6 5x6 5x6 5x6 C 1.50 1.5x4 1.50 1.5x4. D 5x4 5x5 5x5 5x6 *ATTACH PIGGYBACK WITH B'xBx1,(2' COX PLYWOOD WITH 4—#5d NAILS IN EACH BOTH FACES 0 '4'-0' C.C. MAX. N✓V 4= r" r—r 7 r-i g ErmUm brvdnp Is m1 Ih, mpomID01¢ of bur dalgov,. pfoll mu dazboDf Maxlmun Loading mr hD loftft, p1 ma rrm vow on wu➢ w 19 of pmla7lald 55paf at 1.33 Duration Factor adrkr Rgotdbfyy m�Um bmdm) rNdl Is bhyE Rquhed to pmat IvPPNW And damNob➢ doMp mcIIMC ad pBmuad Bain➢ ddrh mY to trglGed b 50pof at 1.25 Duration Factor Fort Pierce Division r�c9�o app➢co➢am. Sn'13 1 3WCat/ rivet fmmmlvT vat rn- ' 47 Bf at 1.15 Duration Factor 2eBo Nra Mn2, MI dalbm Iv hanAhp, bulalOnp A Modnq nreld'pialt mtmrr6d rmd hrwIPQ. P Fort Pleroe. FL ai42S�' (Ba0)sa2-OaOS I772/4e4-4160 irvuu m to M mal1�ad In Ed M Ivlwd in o d d and pknb padlkn Fa,tff72)2 a -ante Ebro m rh b o Sat dot to Nr *d E blood or SPACING AT 24' O.C. aprdihd on NE _ _ uigit Tmua dRI br muonoblE to doMp SCAB -BRACE -DETAIL I ST-SCAB-BRACE Note: Scab -Bracing to be used when contlnucus lateral bracing at midpoint (arT-Brace) is impractical. Scab must mverfull length ofweb +P S'. THIS DETAIL IS NOTAPLICABLE WHEN BRACING IS — REQUIREDAT'IM-POINTS OR WRACE IS SPECIPIPD: APPLY 2z SCAB TO ONE FACE OE WEB WITH 2 ROWS OF 1 Od`(3' X 0.131') NAILS SPACED E'D.C. SCAB MUST BE THE SAME GRADE, SIZE AND SPECIES (OR BETTER) AS THE WEB. �\ MAXIMUM WEB AXIAL FORCE = 2500 Ibs MAXIMUM WEB LENGTH=•12'-0' SCAB BRACE 2x4 MINIMUM WEB -SIZE - MINIMUM WEB GRADE OF# 3 Nails� � SecBon De69 ®E— Srab$ram Web Sca"race must be same species grade (or beam) as web member. L-BRACE DETAIL Nagmg Pattern. L-Brace size Nail S'¢e . Ngspacing 1x4or6 10d 8.o-c 2x4, 6, or a 16d B• o-q Note: Nail along entire length of L-Brace..' (On Two-PVs Nag to Both Pees): : Wf ry Web Note: L-Bracing to be used when matinuous lateral bracing is tmprac!!mL L-brace must cover Ga%of web length: L-Brem must be same species grade (or better) as web member." L-Brace Size forOne-PlyTruss Specified Confnuous Rows of Lateral Bracing Web Slze 1 2 2x3 Or2x4 1x4 2� 126 ^� 2xa 2x8 «» "' OOtECT SUBS'rTrrrrrON NOTAPUCABLE L-Brace S¢e forTwG.Pty Tnms Specified Cordmuous Rows of Lateral Bracing WebS¢e 1 2 2x3 or2x4 2x4 ... 2x6 2x6 «* 2x8 2xB «• —DIRECT suasTmr ON NOTAPUCMM T-BRACE / I -BRACE DEfA1L Note: T-Bracing / 1-Bracing to be used when continuous lateral Ong is Ir practical. T-Brace / I -Brace must cover 90% otweb length Note: This detail NOT to be used to c6iMAT-Brace / 1 Brace webs to continuous lateral braced webs - Nailing Pattern T-Brace s¢e Narl6ke Nag Spamrg 1x4or1x6 10d 6'= 2x4 or 2x6 or W 16d 6' o.c. Note: Nag along entire bngth of:T-Bram l I -Brace - (On Tiro-Plys Nag to Both Pges) . . aitemaiB position SPACtNG WEB r Nails Section Detail T-Brace �� web altemate position Na' web I -Brace Nam T-BRACE Brace Sim for One -Ely Truss Specified Continuous Rows of Lateral Bracing 1 1 2 ix4 (7 T-Brace U4 n I -Bra 1x6 n T-Brace 12XV,1-Brace 2a T-Brace 12XEI1-Brace Brace Same for Two -Ply Truss Specified Continuous Rows of Lateral Bracing 1 2 T,-Brace / 1-Brace must be same species and grade (or better) as web member. 0 NOTE If SP webs are used In the truss, Ix4 or US SP braces must be stress rated boards with design values that are equal to (or better) the truss web - design values For SP buss lumber grades up to 42whh IX bracing material, use IND 45 forT-Brai:a l rao For SP truss lumber grades up tD #1 with 1X bracing material, use IND 55 for T-Bracell Brao Joe cuss Iruss lyps of nrradovaad A,6Anson At RaafsVenal lu Job Referents o ibnal aWalOrn 1 n=3. K Pierce, FL, 34e51 lam: 02305O ziLolar'nliC olauatmnuna m,lex unusaus, n,c. wee marlalt:aana 1. 1. ID:25Ys9447kmm2g5MnoriCoyODm-bgKYf3XDEp8zBRL2CAMfORIXhTDDVIWEeYw10zb U -2-0-0 59-15 10.50 1330 19.10E 2451-9 31-8 3a0-t2 448p ,4680, 2-0-01 5315(2-100 1 8-741 1 411-0 F 610-14 1 846 1 fF7O 2-00 7 9 2x4 11 1 26 25 -. _ 20 ,a to .. ._ ._ .. 45 = 2x4 II NOP2X STP= 3x12 = 3x6 = 3X5 = 3.6 = 315 = 415 = dxd II Sxe= 4x7= 4x5 5X5 = LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 125 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Ina YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2X4 SP No.2 `Except' B2: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 20 SP No.3 Dead Load Dell. 1/8 In 2x4 II12 qq cx}} 0 yypq u 13 _dd 6b CSI. DEFL in Poo) Well L/d PLATES GRIP TC 0.68 Vert(LL) -0.10 14-16 >999 240 MT20 2441190 BC 0.97 Vert(CT) -0.2514-16 >999 180 WB 0.80 Hoa(CT) 0.04 12 n1a nha Matrix -MS Weight 289 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 34-10 oc pudins. BOT CHORD Rigid ceiling directly applied or 5-1D-13 oc bracing. Except 2-2-0 oc bracing: 23-25 6-" oc bracing: 19-21 WEBS 1Rove at midpt 7-18,8-18,6-22 REACTIONS. (size) 12=0-8-0 (min.0.1.11),22=0341 (min.03-8) Max Hoa22=220(LC 7) Max Uplift12=451(LC 9), 22=778(LC 8) Max Grav12=1456(LC 18), 22=2977(LC 1) FORCES, (lb) - Max. CompJMax. Ten. - A8 forces 250 (lb) or less except when shown. TOP CHORD 23=3041877, 34=50511363, 45-- 487/1488, 5.6=574/1740, 6-7=5991313, 7-8--494/314, 8-9=1352J539, 9-10=1884/693, 10-11=2065/668, 11-12=22621665 BOT CHORD 2-26=-696M9, 25-26=-696f359, 5-23=244/456, 22-23=13161657, 21-22=887/656, 6-21=74264,18.19=5381633, 17.18=01810, 16-17=01810,15-16=20611430, 14-15=206/1430, 12.14=45511929 WEBS 326=173288, 3-23=-6701319, 7-18=322/142, 8-18=-017293, 8.16=3321875, 9-16=7381445, 9-14=2111590, 11-14=-371284, 5-22--571256, 6-22=2718n00, 6-18�426/1560 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=5.Dpsf; BCDL=5.0psf; h=16f ; Cat II; Exp C; End., GCpi=O.l8: MWFRS (envelope); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed far a 10.0 psf bottom chord live load nonconcument 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 (jt=1b)12=451. 22=778. LOAD CASE(S) Standard i PE Masi n; `-rut' A.. I b STA OF / i c `.<ORID : s9�NALIENG\\\��� im FUSS liuss lype Me2dOVA0d Axaloe AAsan "IA July Jell Roo/3pedal 1 1 Job Reference Loptional SaMem N84, FL len:e. FL, 34 + un:8 a 2 t a 1 19 ae ek a Nc ed elar 1317. 20t Page �t_ ID'25Ys94471anm!mi2g5MnodCoyODrx-3DhvsPYR7GppbwEmuluxeHgilayELkNICMSrgzbMST z2ws-es L'2i-0r4-0-0 ISx1-]-t 8&Iai 31-t i 3ast 44so pae9 stt-t 6-i-15 2-0-0 6.00 12 5d 4 4.5 i 6 Us 4 5 3x54 4 3 BE 2x4 11 2 t 27 26 252723 20 U5 2x411 tLOP2X SiP= 4x4 11 lil = 4x7= 415= 5x5= 5x5 = 5.8 = 7 8 5's 2x4= 19 3x+2 = 18 17 3x5 Q 10 2x4 3x6 J \ 11 12 76 15 Us = 3x5 = 3,6 = 3.5 = Dead Load Dell. - 3116 in NOP2XSTP= 2x4 II -l+ 14 4x5 = t2ae 11-fa0 SMM 1060 1 20.4a 284-fi aaaa2 41.6e ( sets F a74 � -fi -0 1 soe I�1 sea I asa aso IN Plate Offsets (X,Y)- 1[30:0-2-U-1-01 16:0-2-13,0-2-e1, 18:0-3-4,Edge], [9:0.3-8,0-23],(19:0-5-12,0-1-8),[22:0-3-0,0-2-12], 123:0-2-8,0-3-0], [24:G-2-O.Edge],[26:0.2-0,0-0-8], [28:0.2-3,0.1-0], LOADING(psl) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Verl 0.16 15-17 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 SC 0.93 Vert(CT) -0.3115-17 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.74 Horz(CT) 0.05 13 We We BCDL 10.0 Code FBC2017frP12014 Matri+r-MS Weighb2901b FT=2035 LUMBER- BRACING - TOP CHORD 2x4 SP Na.2 TOP CHORD BOT CHORD 2x4 SP No.2'Except' BOTCHORD B2: 2x4 SP No.3 WEBS 2x4 SP No.3'ExcepP W7:2x4 SP No.2 WEBS OTHERS 2x4 SP No.3 REACTIONS. (sae) 13=0-8-0 (min. 0-1-11), 23=0-8-0 (min.0-3-8) Max Hom23=224(LC 7) Max Up1iftl3=-477(LC 9), 23=783(LC 8) Max Grav,13=1452(LC 18). 23=2977(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All tomes 250 (Ih) w less except when shown. TOP CHORD 2-0=3041877, 34=-50311359, 45=48511484, 5-fi=S7511744, 6.7=6111373, 7-8=2731189, 8-9=63913W, 9-10=133111563, 10-11=19501721, 11-12=20401l 12-13=22701730 BOT CHORD 2-27=-696t359, 26-27=-6961359, 5-24=2541476, 23-24=13151956, 22-23=9101675, 6-22=79291, 19-20=48.581651, 18-19=2BM79, 17-18=281978,16-17=28311479, 15-16=28311479, 13-15=51911941 WEBS 3-27=172287, 3-24=-6671317, 6-19=.375il585, 19-32=3011132, 7-32=3011132, 9-19=8251325, 9-17=2381728,10-17=666t377,10-15=1601530,12-15=-3521271, 5.23=580259, 6-23=27251704 Structural wood sheathing directly applied or 34-12 oc pudins. Rigid ceiling directly applied or 5-9.11 oc bill Except: 2.2-0 oc bracing: 24-26 6-0-0 oc bracing: 20-22 1 Raw at mil 7-19, 9-19, 6-23 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vesd=124mph; TCDL=5.OpsQ BCDL=S.Opsf; h=16ft; Cat 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 pat bottom chord live load nonconcu ent with any other live loads. 6) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 100lb uplift atjoint(s) except at-Ib)13=477, 23=783. LOAD CASE(S) Standard l n� S z �-O t TA OF zz i���ss/0MA1_ Joe Truss Iruss type Meadanood Avaton A dsan A2 Reol Spatial 1 1 Job Reference o tionai SauNem Truss, FL PieIce, FL.31957 Run: 8230a Oti 212018 Prm0 a23000G212075 MI" mWaaaS 0,c. Wed afar 131235A62019 Pa 1 ID25Ys9447Wnmi2g5MnodCoyODm-7b9gH4a57@W ctJvMO3NOtgFOFlgKWrZva& -2-00 54L15 10.50 1330 2040 -0d 26410 32-M 37-74 94i4 'zoo( sals 1 4-7-1 I z-tor 1 7-7-a b�aa I a-e-i I 4.11a �i-ae� ka.E 25 2x4 II 6,5 = firs = 6.00 FIT 7 8 5,5 — 24 23 21 19 NOP2X STP= 4x411 5x8= 3,6 = 3x4 = 14 13 3x4= 4x5= Dead Load Deli. = 118 in 4x7 = 16A5 t1-1004x6= 5915 16-1 38+tf 3460 S&15 I 0-11 11Y62- r03� 1�— -1�1�-1�13 I &1-15 1 30J OSO Obe Plate Offsets (X,Y)- [6:0-2-9,0.2-8). (8:04-0,Edge), [9:0.2-12,0.24], [12:0.3-0,0-3-OJ, [17:04-0,0.1-8], [20:0-3-0,0-2-12], [21:0.2-0,0S0], [22:0.2-0,Ed9e], (24:0.2-0,0-0-8], [28:0.23 0.1-01 LOADING(psf) SPACING- 24-0 CSI. DEFL in Oec) Vdo' Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.81 Ved(LL) -0.09 14-15 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 BC 0.97 Vert(CT) -0.2114-15 >999 180 I BCLL 0.0 Rep Stress Ina YES WS 0.67 Hoa(CT) -0.05 33 Na We BCDL 10.0 Code FBC20171rPI2014 Matrix -PAS Weight: 277 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 TOP CHORD BOT CHORD 2x4 SP No.2'Excepr ` B2:2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 *Except W15: 2x4 SP No2 OTHERS 2x4 SP No.3'Excepr WEBS BL1: 2x6 SP No.2 REACTIONS. (size) 21=0-8-0 (min. 0-3-5), 33=Mechanical Max H=21=340(1-C 0) Max Uplft2l=756(LC 8), 33=310(LC 9) . Max Gmv21=2788(LC 1), 33=9a4(LC 18) FORCES. Ob) - Max. Comp./Max. Ten. - All forces 250 (lb) a less except when shown. TOP CHORD 2.3=304/876, 3-0=50511363, 45=-087/1489, 54=574/1746, 6-7=425293, 8-9=355271, 9-10=-MI387, 10-11=73D247, 13.29=-365/1151, 12-29=36511151 BOT CHORD 2.25=-6955W, 24-25=6950%, 5-22=2411465, 21-22=1319/658, 20.21=31/532, 640=-46/306, 17-18=878/513, 16-17=98/612,15-16=98/612,14-15=2511807, 13-14=139/445 WEBS 3-25-173288, 3-22=-6711320, 17-26=.9321145, 7-28=-032/144, 9-17=576236, 9-15=1021414,10.14=.403/172, 11-14=74/483, 5-21=565244, 6-21=2556/647, 6-17=36111418,11-13=1193/368,1233=11611366 Structural wood sheathing directly applied or 5-3-4 oc purlins, except end verticals. Rigid ceiling directly applied or 5-8-10 uc bracing. Except: 2-2-0 oc bracing: 22-24 6-0-0 oc bracing: 18-20 1 Row at mldpt 7-17, 9-17, 6-21 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=S.OpsF, h=160; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left exposed ; 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 nonconcument 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 100lb uplift atjoint(s) except (It --lb) 21=756, \ \W///. y / PE 76051 LOAD CASE(S) Standard STAT OF i,/��ss�ooRIL' NG�0N 2 Job nlss Iruss lype r4eadowop4 AvabnAn Al Jury jPiy Fuxl spedd 1 1 Job Reference loptionall IO:25Ys944?Ianmi2g5MradCoyODrx-ToZ3U0ajI2eOg2epR00bZHu914beRiYgZAa6R SO -20-0 5315 705-0 AI M 2a-0O 24-00 2a-0-0 3S7-a 345-0 r 2-0-0 I 5$-15 2-10OT 7-1-0 ~38p I 4-0-0 I %7 ~3-}8 2x41 II /2 25 24 23 2119 19 17 16 t5 2x4112X411 2x4 11 4.5= 3x5 = 2x4 It NOP2x STP= 3x9 = 3x4 = 5x5 = . 4x4 11 5x6 = 5a 4.7 = t�bdb- 1t-1oo4x5 = 5§t96 10. Nda 1 lade 244/0 2aaa 9e8-0 35.7A 39ae 5815 1 471 1� 10 -id �a80 1 aOe 1 2�0 I 4-11d oso 5z5 — Dead Load Dab. = Vain 6.001z 7 U5S Sxa = a 5xa G 6 3.6 = 4z54 5x8= Sz6= 3X54 5 10 11 3.4 11 4 3 W12 3 34 I v 4 w c 13 12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in Qoc) Ude0 Ud PLATES GRIP - TCLL 20.0 Plate Grip DOL 125 TC 0.92 Ven(LL) -0.11 13-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 125 BC 0.94 Vert(CT) -025 13-14 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.67 HOR(CT) -0.04 34 We We BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight 298 lb FT = 209/6 LUMBER- I BRACING - TOP CHORD 2x4 SP No2 -Exdept' TOP CHORD T5: 2x4 SP M 31 BOT CHORD 2x4 SP No.2'Except' BOTCHORD B2,B6,F1: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEBS REACTIONS. (size) 21=0-8-0 (min. 0-3-5), 34=0-3-8 (min. 0-1-8) Max Horz21=372(LC 8) Max Upli821=752(LC 8), 34=321(LC 9) Max Grev21=2787(LC 1), 34--999(LC 18) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) a less except when shown. TOP CHORD 23=304/877, 3-0=S03/l359, 4-5=499/1484, 5 6--57311746, 6-7=-02112B4, 7.8=-424/278, 8-9=7941389, 9-10=1018f354, 1230=295/940, 11.30=295I940 BOT CHORD 2-25=696t359, 24-25=6961359, 5-22=245I481, 21-22=13161657, 20-21=930/500, 6-20=2a/322, 17-18=877/482, 16.17=139/610,13-14=289I905, 12-13=2861910 WEBS 3-25=172287, 3-22--668/318, 6-17=-362/1401, 7-17=.331/118, 8-17=7071326, 14-16=-100f626, 8.14=133/462, 10.13=0/283, 10-12=12401388, 5-21=578245, 6-21=2560/633,1134=1018/327 Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 5.7-11 oc bracing. Except 1 Row at midpt 9-14 2-2-0 co bracing: 22-24 64)-0 oc bracing: 18-20 10-" oc bracing: 14-15 1 Row at midpt 7-17, 8-17, 8-16, 10-14, 6.21 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=160mph'(3-second gust) Vasd=124mph; TCDL=5.0pst BCDL=5.OpsF, h=160; Cat II; Exp C; End, GCPI=0.18; MWFRS (envelope); cantilever left 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 othenvise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconalrrent with any other live loads. 6) Bearing atjolnt(s) 34 considers parallel to grain value using ANSI/TPi 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atlolnt(s) except (jt=1b) 21=752, 34=321M. Lit LOAD CASE($) Standard rL A. I OF �o cuss truss lype Meadexmod ArelorvANmn A4 JAy IPFY— Roof Special 1 1 Job Reference (Optional) ,..,.29. s...,-..--. g5Mn..____.______.__. ID:25Ys9447kmm2g5MnodCo0ODrx-x 7RImbL3MnFHC0771acg5USOTlhvOA522ogKg_ SP -2-0-0 59-15 1650 133-0 19-0-0 21a-0 2aee 30-00 J3-7-7 3950 2-0-0 5915 4]-1 2-100 5-9-0 2440 6.00 12 5x6G ax6_4x5G 6 5 3x44 4 3 4 2x4 11 2 re 1 14 0 27 28 25 23 21 20 19 78 17 18 4x5 = 3x5= 2x411 NOM STP= 48= 3x6— 4x8= 2x411 4x4 II 5x6 = 5x8 = 4x7 = Sx4 = t2ao4xS= 11-10e 5915 te5a 1 19ea 2bOa 3a80 a2.7-7 a611A 335a 15 4 -1 ] 2-11-1 341 258 a50 5x5 = 515 = 7 _.. 8 2x4 II Sx7= 3x6= 9 11 5,5 = 12 4x8 = 5x9 = 13 341 Dead Load Deg. =1181n LOADING TCLL 20 U TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 24)G Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Inv YES Code FBC2017irP12014 CSI. TC 0.68 BC 0.97 WB 0.91 Matra -MS DEFL. in loc) Udell Lid Vert(LL) -0.16 14-15 >999 240 Vert(CT) -0.3414-15 >975 180 Horz(CT) 0.05 34 rda nla PLATES GRIP MT20 244/190 Weight 302 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural woad sheathing directly applied or 5d14 oc pur ins, except BOT CHORD 2x4 SP N0.2 tXcept' and verticals. B2,BS,B7: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5.64) oc bracing. Except WEBS 2x4 SP No.3'Exapt' 2.2-0 co bracing: 24-26 W 15: 2x4 SP No.2 6-0-0 oc bracing: 20-22 OTHERS 2x4 SP N0.3 -Except' WEBS 1 Row at midpt 7-19, 8-19, 6-23, 12-14 BL1:2x6 SP No.2 REACTIONS. (sae) 23=0-" (min. (I-3-5), 34=0-3.8 (min. 0-1-8) Max Horz23=391(LC 8) Max Uplift23=733(LG 8), 34=320(LC 9) Max Gmv23=2787(LC 1), 34=1000(LC 18) FORCES. Ob) - Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 23=304/877, 31=505/1362, 45=-08711487, 5- --S7211738, 6.7=369Y224, 748=292/230, 8-9=9611429, 9-10=-&94/355, 10-11=8801351, N-12=1076/352, 14-30=219/821,13-30=2191821 BOT CHORD 2-27=6961359, 26-27=-696/359, 5-24=2361462, 23-24=13141655, 22-23=9361444, 19-20--8931430,18.19=921454,17-18=921464,14-15=-3181937 WEBS 3-27=174288, 3-24=-668/317, 6.19=381/1448, 7-19=322N26, 8-19=729256, 8.17=334/850, 9-17=-UW410, 9.15=92253,15-17=1771802, 5-23=-592264, 6-23=-25251606,12-14='10881381, 1334=10221329 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=161t; Cat. II; Fxp C; Encl.. GCpk0.18; MWFRS (envelope); cantilever left exposed; 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 nonconcurrerd with any other live loads. 6) Bearing atjoint(s) 34 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjolnt(s) except at -lb) 23=733, 34=320. LOAD CASE(S) Standard \�1,A y ; PE Z6051.111 -^rt, A e OF L Job mass law lype Neximixe AvM mAnisan AS naor speeal 1 1 Job Reference o Gonal D25VSS447kmmi2g5MnodCoyODm-PAhpv6c gfv6vMoBVRT3ei YZUGhvai61U3DW2z6 750 -2fie 59.7 1378-0 2 3954 F T5 r2l 47-1 1300 I I 880 a4-0 5-1t4 = 6.00 12 5x7 5x5 = Dead Load Dab. =118 in 7 8 4x8= 5xe4 Sx5= 4x8= 5x8= 6 4 9 t1 3x864X5 5 3x4 G 4 Y 12 aa 8 312 3 34 116 4y Q 4214 II 2 N+ 9 • J¢ °9 1 c 12 27 26 25 23 21 20 19 is 17 16 1s 2x4 II 4x5= 315 = 20 II NOP2XSiP= 04 = 3.6 = 2x4 dk9 = 4x4 II 4r7 = axe = 4x7 = 514 = US = 12S 11-tee 5415 tOde �1 t1.lO 17Ue 2360 3e80 33-512 r 59-15 I a)-1 1031L�b40 I 6a-0 I WN �r�l S 11 eso osa Plate Offsets (X,V)- [6:0-2-9,0.2.8], [7:&5-0,0.2.8j, [6:0.2-8,0.2-0], I71:0-3-0,0.3-g1. [14:0.2-8,0.2-e], I220-3A,0.2d1. I23:0-2-0,0301, [24:0-2-O,Edge], [26:0.2-0,0-0-8], [28:0.2-3 .41-01 LOADING(psi) SPACING. 240-0 CSI. DEFL in (loc) Udell Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.72. Vert(LL) -0.09 15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.96 Vert(CT) .0.21 15 >999 180 BCLL 0.0 Rep Stress Ina YES W8 0.82 Hom(CT) 0.07 34 rda n1a SCDL 10.0 Code FBC2017/rPI2014 Matrix -MS Weight: 304 lb FT = 20 k LUMBER- BRACING - TOP CHORD 2x4 SP No2 TOP CHORD Structural wood sheathing directly applied or 4511 oc pudins, except BOT CHORD 2x4 SP No2 `Except• end verticals. B2,135: 2x4 SP No.3 GOT CHORD Rigid ceiling directly applied or 5-2-0 oc bracing. Except WEBS 2x4 SP No.3 'Except' 2-2-0 oc bracing: 24-26 W 14: 2x4 SP No2 6.0-0 oc bracing: 20-22 OTHERS 2x4 SP No.3 *Except' WEBS 1 Row at midpt 7-19, &17, 10-12, &23 BL1: 2x5 SP No.2 REACTIONS. (size) 23--0-" (min. 0.3S), 34=038 (min. 0-1-8) Max Horz23=399(LC 8) Max Upiift23---697(LC 8), 34-305(LC 9) Max Gmv23=2804(LC 1), 34=1048(LC 18) " FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 pb) or less except when shown. TOP CHORD 2-3=28&877, 3-4---44011361, 45=-02711486, 5E=461/1727, &7=2291302, 7-8=-6661259, &9=1426/433, 9-10=1181/307, 12-30=2161896, 11-30=21fi1896 BOT CHORD ' 2-27=697/359, 2&27=697I359, 5-24=1531454, 2&24=13091651, 22-23=941t209, 19-20=9091201, 13-14=2571913, 12-13=2571913 WEBS 9-14=906f370, 3-27=0289, 3-24-=-6631314, &19=26611588, 7-19=11951271, 7-17=2081963, &17=77V254, 14.17=1591653,&14=.326/1045, 10.14=-84.392, 10-12=1162M23, 5-23�6221293, &23=2479/555, 11J4=1061M(19 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.Dpsf; h=left; CaL II; Exp C; End., GCpi-0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to pravenlwater 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 noncenarmenl with any other live loads. 6) Bearing atJoint(s) 34 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Pmvide mechanics] connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at Joints) except at -lb) 23=697, =3 3405. PE 76051 AT LOAD CASE(S) Standard 1, nS 'D 1 STA OF ZZ i�Xjq O��RI�— G-�N JIM Inuss Inuss lype Neadpxao4 nvabn-ANsan A6 Raofspadal 1 1 Job Reference optional) avuvrem ,rvsv. rx nmm, r�., aasar - ,� •• •• . ID:25Ys94471onmi2g5MrroriCoy00rz-MZoZKodEMH9g8gyagsVXt74vjhy5NSsPUaY SM ` -2-00 59-15 25415 1t450 73-3-0 150-0 264-0 2580 300a 3li$0 34d0 3950 -0-01 c 2x4 11 2 3x5 = 6.00 F12 5x8 3x6 = 6 7 3x6 ibn54 5 3x46 4 3 T� 11 21: 27 26 25 13 Y1 20 2.411 NOP2X STP= 4x4 11 5.6 = 4x7 = Sx4 = 4x5 = 20 II 19 18 3x6 = 3x12 = 17 4x4 = 5x5 = 10 3x4- 1615 2.411 5x8 = 4x8 = 5x8 = 12 134 13 4x5 = Dead Lead Deb. - 3h61n LOADING(psf) TOLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 I SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FSC2017/1PI2014 CSI. TC 0.68 BC 0.97 WB 0.91 Mabbr-MS DEFL Vert(LL) Vert(CT) Horz(CT) in floc) 0de0 L/d -0.22 13.14 >999 240 -0.4613-14 >721 180 0.04 34 n/a nfa I PLATES GRIP MT20 244/190 Weight 280 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4310 oc pudins, except BOT CHORD 2x4 SP No.2 -Except- end verticals. B2,B7: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-84 oc bracing. Except WEBS 2x4 SP No.3 'Except* 2-2-0 oc bracing: 24-26 W12: 2x4 SP No.2 6-0-0 oc bracing: 20-22 OTHERS 2x4 SP No.3 `Except' 10-" oc bracing: 14-16 BL1: 2x6 SP No.2 WEBS 1 Row at midpt 9-19. 6-23 REACTIONS. (size) 23=0-8-0 (min. 035), 34=0.3-8 (min. 0-1-8) Max Hoa23=349(LC 8) Max Upli823=762(1_C 4), 34=292(LC 9) Max Grav23=2793(LC 1). 34=1041(LC 18) ' FORCES. (III) - Max. Comp./Max. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2-3=3031877, 3-4=-506/1362, 45=-08811487, 5frv7411737, 6-7--614/217, 74-577200, 8-9=577200, 9-10=15751442, 10-11=1396/340, 13J0=219/913, 12-30=2191913 BOT CHORD 2-27=-697/359, 26-27=-6971359, 524=2281461, 23-24=1314/653, 22-23=-910/377, 6-22-0/334, 19.20=863/361, 18-19=1861834, 17-18=186/834, 10-14=9521357, 13-14=284/940 WEBS 3-27�173289, 3-24=667/316, 6-19= 46511549, 8-19--457260, 9-19=5951152, 14-17=141/837, 9-14=-3001973,11-14= 801648,11-13=-1 l50I365, 5-23=-6131280, 6-23=2536M3, 12-34=1065/300 NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsh, BCDL=5.Opsh, h=16ft; Cat II; Fxp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left exposed ; 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 chard live load noncencument with any other live leads. 6) Bearing atjolm(s) 34 considers parallel to grain value using ANSVfPi 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Pmvlde mechanical connection (by others) of muss to bearing plate capable of withstanding 100lb uplift stjoint(s) except (it --lb) 23=762, 34 292. LOAD CASE(S) Standard \\\\\- M — i GENS+F�`��i� -F� r PE 7.6051 ✓1�1 STA OF R ////S0NAL�ENG�\\�\ T 1 o rna5 nnis ype Meadowpd Avabo-ANsan A7 Rod/special 1 1 Job Reference o 8arud aoumam i wu , rr. nsrca, m, mmi - - .. - ID:25Vs9447kmmi2lg5Mno�ICayOlkxylMx%8m7aHNnp 1f O!6i e7e5JY6zuZSIt7Nxb SL -2-0-0 S&15 tQ50 13-00 20d-0 27-e-0 a2b0 39d'0 2-0-0 5515 4-7-1 za-0 740 4-0 4h0 759 - 6.00 12 6x9 i 2x4 II 5x8 = 6 7 8 - 4x5 4 2x4 II 9 5x8 M!:G 10 3x4 G 4 W6 WB W1 3 N2 O 2x411 2 d8I 2g 4 1 13 26 25 24 22 20 is 18 77 16 155.8 = 2x411 NOP2X STP= 302=316— 3x4= 2,411 3x5= 4x4 II SAO= 2x4 II 417 =4x5 _ 5x4 = Dead Load Dell. =118 to 4x8 = Sx8 = 11 f34 1; 1lI{p�q q 12 E9 4x5 = LOADING(psf) SPACING- 240-0 CSI. DEFL in (loc) I/deft Lid PLATES GRIP . TCLL 20.0 Plate Grip DOL 125 TO 0.99 Vert(LL) -0.08 14 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL I 1.26 BC 0.95 I Vert(CT) I -02018.19 >999 180 I BCLL 0.0 Rep Stress Ina YES WB 0.66 Hom(CT) 0.05 34 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 270 lb FT=20h LUMBER- - BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2'Except• B2,B7: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 *Except' W 14: 2x4 SP No2 OTHERS 2x4 SP No.3'Excopt' WEBS BL1: 2x6 SP No.2 REACTIONS. (size) 22=0-e-0 (min. 0-3.4), 34=0-3.8 (min. 0-1-8) Max Horz22=299(LC 8) Max Uplift22-8.51(LC 4), 34=275(LC 9) Max Gmv22=2778(LC 1), 34=1037(LC 18) " FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-0MM77, 3.4=-W6/1362, 4S=S01/1487, "=-568/1707. 6-7=715242. 749=715242, 8-9=1562/438, 9-10=1619/402,12-30=1391801,11-30=139/801 BOT CHORD 2-26=-696MS9, 25-26=-6961359, 5-23=207/400, 22-23=1312I652, 21-22=1051/420, 21-29=-151288, 6-29=51327,18.19=988/399, 17-18=222/990, 16-17=222/990, 13-14=-378/1588,12-'13=37511593 WEBS 3-26=174290, 3-23=-667/314, 6-18=55511742,7-18=S92f341, 8-18=571/142, 14-16=224/967, 8-14=-301/867, 10-14=517/153, 10-13--0271. 10-12--1571M54, 5-22=-502268, 6-22=2553/799, 11-34=-11381312 Structural wood sheathing directly applied or 4310 oc pudins, except end verticals. Rigid ceiling directly applied or 5-2-13 oc bracing. Except 2.2-0 oc bracing: 23-25 104)-0 oc bracing: 19-21 1 Row at micipt 6-18, 8-18,10-12, 6-22 NOTES- 1) Unbalanced rest live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vesd=124mph; TCDL=5.Opsf. BCDL=5.0psf; h=16ft; Cat II; Exp C; End., GCpl=0.18; MWFRS (envelope); cardilever left exposed; 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 nonconarrrent with any other live loads. 6) Bearing atjoint(s) 34 considers parallel to grain value using ANSI7rPl 1 angle to grain formula. Building designer should verify rapacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at)oim(s) except at -lb) 22-851, 34=275. LOAD CASE(S) Standard M. 8L��qq�/�Ji���. i STAT ENON \N Job Truss Iruss Iypa Lay ply Umdowood AvdlatAnlsen Ali aaof Spedzl i 1 Job Reference (opBorW) SoWiarn Tana, FL Wmm,FL, 34951 Re28230 9 Otl 212018 Pnnt a.230 a eG 212018 MIT" lydinUtM Inc Wed Mar 131 944 2:35:502019 Page1 - — ID-25Ys7kmmi295MnodCoyODm-m8Uiygg )T?7h9L 2ELIi0pv_IaaasAmrt BFzbMSJ r 2-0-01 S9-is �050 1330 20d-0 1 2d$O 1 za.8-0 �3z-]-1 I 38E-1 I 4480 2-0e 58.15 47- 2-1 ]-1-0 6i-0 400 3�1-1 S 6-1-15 2-0e 5x5 — 6.00 u 7 a 5x8 G 4x5 p 3x5 Q 3x6 G 8 10 s 3x54 4 ;N 3 0 11 2x4 11 2ef 1 0 27 28 252123 20 19 78 77 16 15 4x5= 2x411 NOPM(STP= 3x12= 3x6— 3x8= 3x6— 3x5- 4x411 5x6= 4x7 = 415 = 54 = Dead lead Deft. -1181n 2x4 3x6 c 17 12 3 NOP2X STP= 13 II t4 4,5 = 12Ja a0 5815 1050 115 ao,o 2a-1-0 2a48 2a.8-0 364-12 41Ae 1 5313 1 4r t � � 2.1-0 ��fa 2a12 1 es+ 1 osa os4 Plate ORsds (Y,YF- 16:0-2-13.0.2-81.19:0-2-8.0-241,122:03-0 0-2-81.123:0-2-8 0301.124:0-2-0 Edeel 126:0-2-0 D-0-81 12B:0-2-3,0-1-M, r30:0-2-30-1-01 LOADING(psf) SPACING- 2.0-0 CSI. DEFL in (loc) gdeft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.75 Vert(LL) 0.11 15-17 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -02415.17 >999 180 BCLL 0.0 Rep Stress Ina YES VJS 0.71 Hoa(CT) 0.04 13 Na nfa BCDL 10.0 Code FBC2017RP12014 Matrix -MS Weigh: 295 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 ' TOP CHORD BOT CHORD 2x4 SP No.2'Excepr BOT CHORD B2: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP N0.3 WEBS REACTIONS. (size) 13--0-8-0 (min. 0-1-11),23=0-8-0 (min. 03-8) Max Hom23=224(LC 7) Max Upliftl3=477(LC 9), 23=783(LC 8) Max Gmvl3=1452(LC 18), 23=2977(LC 1) FORCES. Vic) - Max. Comp./Max. Ten. -Ali forces 250 (Ih) or less except when shown. TOP CHORD 2-3=3041877, 34=50311359, 4-5=48511484, 5 57511744, 6-7=6111373,- 7-8=427/362, 8-9-1141I531, 9-10=13481558, 10-11=`1947R23, 11-12=20411698, 12-13=2271RW BOT CHORD 2-27=6961359, 26.27=-6961359, 5-24=253f476, 23-24=13161657, 22-23=9091674, 6-22=78282, 19-20=8571650, 18-19=431975,17-18=431975, 16-17=27711474, 1516=277H474, 13-15�52211943 WEBS 3-27=172287, 3-24=-0681318, 6-19=37411565, 7-19=2561251, 8-19-10141475, 10.17=-6241349,10-15=1691529, 12-15=362I278, 5-23=-574254, 6-23=27301707, 9-17-1141334, 8-17=147i469 Structural woad sheathing directly applied or 3-4-12 od pudins. Rigid ceiling directly applied or 5-10-0 no bmdng. Except: 2-2-0 Inc bracing: 24-26 6-0-0 oc bracing: 20-22 1 Row at mldpt 7-19, 8-19, 6-23 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=16ft; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); cantilever left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcumant with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoinl(s) except (it=lb)13=477, 23=783. LOAD CASE(S) Standard \\��gk AI Bk"Nz GEIN 7605, �'fl STA OF ���i/ass ANAL ENG��\\\ J00 jrUss jruss lype l e douvod AvdlmfNdsan A10 Roof Spedal 1 1 Job Reference (optional) . ID:25Vs94471anm2g5MnortCOyODr.:-FJC24A9hNPVfGdHFLvZTu7EZGI'll &IHX7POWXjubMS1 2-0355 ~ Sd27-3 I 2 I-00-0~03610A 44$9 Us = 6.00 12 7 116 4 6 2x4 11 3.6 4 5 4 W us 3 W2 2x4 II 2 1 20 19 18 17 4x5 = 20 II 5x8 = 3.6 3x8 = - 15 3x8 = Us = Dead Load Dell = 31161n 3x5 1 di 1031t o r r1l'-���NOM STP= 2x4 11 12 .4 13 14 _ 2x4 II 4x5 2_14 414 I Lm L Z_ I 47A Plate Offsets (XYl,- [6:0-1-12.0-1A. [9:0-2-8,0-2-41. [21:0-2J.0-1-01[23:0-2-3 0-1-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) gde0 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.71 Vert(LL) -0.17 16-17 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 'BC 0.77 Ve i(CT) -0.39 15-17 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.86 Hom(CT) 0.07 12 n1a We BCDL 10.0 Code FBC2017ffP2014 Matnx-MS Weight 266 lb FT=20% LUMBER - TOP CHORD 2x4 SP NO2 BOT CHORD 2x4 SP No2 *Except' B2: 2x4 SP M'31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 19=0-11-5 (min. 035),12=0-6-0 (min. 0-1-13) Max Horz19=224(LC 6) Max UpliftlS=-763(LC 8), 12=500(LC 9) Max Gmv19=2791(LC 1), 12=1546(LC 18) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-14 oc puriins. BOT CHORD Rigid oetling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-17 2 Rows at 113 pts 6-19 FORCES. pb) - Max. Comp-lMax. Ten. -All forces 250 (N) or less except when shown. TOP CHORD 23=276I805, 3-0=-47111199, 4-5=-449H350, 5.6=-421/l344, 6-7=-849/435,' 7-8=920/398, 8-9=1505/612, 9-10=17871623, 10-11=22OV/47, 11-12=2414f730 BOT CHORD 2-20=-0441327, 19-20=-W/327, 18-19=A31441,17-16=43/441, 16-17=21711459, 15-16=217/1459,14-15=5122O51,12.14=5122O51 WEBS 3-19= 545280, 5-19=375274, 6-17=207/911, 7-17=173/422, 8-17=1097/522, 9-115=101/453, 1D-15=662/350, 1D-14=01257, 6-19=2401I536 NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ft; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) A0 plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurnmt with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at)oird(s) except Cp=1b)19=763, 12=500. LOAD CASE(S) Standard PE 7.6051 At r� 0_� STAT OF � \<ORID �' J00 Ifuss I fuss lypeUlY My NP2dO�voatl AVelmfArssan A10A Roof spacial 1 1 Job Reference optional) SoaNem T.. R Plarca, FL• M961 2x4 Sx5 = 6.00 F12 Dead Load Deb. = 3116In ,0 1I l9 4x5= 2x411 3x5= 3x6— 3x8= 3x5= 3x5= 415= 1,6 = 6-0-0 6-ga14 13-6-15 2W 2M 3rr6-9 tg 6-0-4 o.t 0� ss-i 1 s-s-1 I a.w 1 z1n.n I er_1_� ( Plate Offsets (XYI— 17:0-2-8.0-3-Ol 18:0-2-80-2-01 110:0-0-3.0-0141, rl5:0-2-0.0.1.81 r17.0-1-12.0-1-81 r19'0-2-3 0.1-01 121.0-2.3 0.1-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (roc) Well L7d PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.89 Ved(LL) 0.1712-14 >999 240 MT20 244I190 TCDL 15.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.3814-15 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.79 Hca(CT) 0.10 10 n1a Na BCDL 10.0 Code FBC20177rP12014 Matrix -MS Weight258lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2'ExcopY T3: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Right 2x4 SP N0.3 REACTIONS. (size) 18=0-11-5 (min. 030), 10=0-8-0 (min. 0-2-1) Max Horz18-224(LC 7) Max Uplirt18=695(LC 8),10--_M(LC s) Max Gmv18=2543(LC 1), 10=1766(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid calling dimUly applied or 2-2-0 oc bracing. WEBS 1 Row at midpl 7-15 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 23=-3541975, 3-4=1242I380, 45=10511407, 5-6=15101565, 6-7=15291515, 7.8-2340/793, 8-9=27161884, 9-10-29381890 BOT CHORD 2-18=7651394, 17-18=7651557,16-17=17011065, 15-16=-170/1065,14-15=- 542347, 13-14=4072070, 12-13=-0072070, 10-12--6SMl6 WEBS 3-18=2349f738, 3-17=4082011, 5-17=838264, 5-15=1511353, 6-15=2231T76, 7-15=13621569, 7-14=2621169, 8-14=1031512, 8-12=1841510, 9-12=366291 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=S.OpsF, h=16ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); eaniflever left exposed; Lumber DOLmI.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 rive load nonconcumerlt with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s) except Qt=1b)18=695, 10=549. LOAD CASE(S) Standard ' PE 76051 1 � i 1 STA OF Job Truss truss Iwo Meadowood AvaloMArt'san A10B Roof Special 1 1 Job Reference optional) SauNazn Truss, R Pierce, FL. 34951 2M 5,5 = 6.00 12 Dead Load Dell. = 3N6 in IB 18 16 '- 13 2x4 11 3xt0 = 316 = 3xg 3x5 = 3xe = 4x6 — 4x5 = 4x6 = 4-0-4 4-9+14 12-6-15 26d-0 z7-6.0 3441-0 M: a 4-4-0 OJ: aS ]-4t 1 7A-1 1 7 2 1 1-2-0 1 10-04 m4 II 12 Plate Offsets(XY)- 13.03120-1-81 fg,0-280-2A) (11:04)-30414] f15.0.2-0.0-1-8] r18'04-12.0-1-81120:0-2-30.1-01.122:0-2-3,0-1-01 LOADING(pso SPACING- 2-0-0 CSI. DEFL In One) Well Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TO 0.99 Ven(LL) 0.20 13-15 >999 240 MT20 2441190 TCDL 16.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.40 13-15 >999 180 BOLL 0.0 Rep Stress Ina YES WB 0.86 Horz(CT) 0.10 11 n1a rue BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight2661h FT=20% LUMBER - TOP CHORD 2x4 SP No2 BOT CHORD 2x4 SP No2 -Except' B3: 2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 2x4 SP N0.3 WEDGE Right 2x4 SP No.3 REACTIONS. (Size) 19=0-115 (min. 0-2-14),11=041-0 (min. 0.1-9) Max Hoal9=224(LC 6) Max UpliM9=461(LC 8), 11=574(LC 9) Max Gmv19=2416(LC 1), 11=1884(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1Raw at midpt - 5-16,7-16 FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-0=-3041741, 3-4=18631486, 45=16451504, 5-6--1665/626, 6-7=18121617, 7.8=-2802/869, 8-9=2516/808, 9-10=2B661841, 10-11=32091972 BOT CHORD 2-19=,W)320, 18-19=577/508, 17-18=345f/564, 16-17=-34511564. 15-16=34012185, 14-15=-6452981,13.14=-645/2981, 11-13-7432764 WEBS 3-19-225af719, 3-16=-4722256, 5-18>56a233, 6-16=37711132, 7-16=11541522, 7-15=322/1048, 8-15=10281434, 8-13=780221, 9-13=1911926,1 D_13=-338261 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCOL=B.OW,, BCDL=S.Opsf; h=16ft; Cat 11; Exp C; End., GCpi=0.18; MWFRS (envelope); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrerd 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=1b)19=661, 11-574. LOAD CASES) Standard 7 � i PE 76051 /11 /lS '01 STA OF -P0 Al3.�.1q�;�,�\ Joe nus Inuss type Meadaaoad Avalon-Anlsan All luty 1plyI Roofspeciw 1 1 Job Reference a donal aaumern i rues, rx r�amo, ram, aae» Sx5= Dead toad Deft.=7116 in 5x5_ 6.00 12 6 7 3x5 4 3x5 1 8 34 4 5 5,5 3x7G 4 9 / 4 3 4 i NOP2X STP= 6 0 2x4 II 2.4 II 1 2 1 - Qg 17 13 12 20 19 t8 17 16 15 1 1 NOP2X STP= 3x5= 4x6= 3x5= 3a5= --- _ 4x5— 3x4 // 4x6 = 2x4 II 294 I11 2r4 11 2X4294 11 2x4 11 2x4 It 2x4 If 4713Irl 44-&0 14-0-0 040 740 2-0 7 694] Plate Offsets(X.Y)— r6'0.3-00-2-8t m0-2-80-2-0t 110.0-2-80-2d) r14'0-2-00-1-8t 121.0-2-30-1.Ot f23:0-2-30-1-0t LOADING(psf) SPACING- 24)-0 CSI. DEFL. in (be) l/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.42 14-16 >999 240 MT20 2441190 - TCDL 15.0 Lumber DOL 125 BC 0.60 Vert(CT) -09114-16 >601 180 BCLL 0.0 Rep Stress Ina YES WS 0.85 Horz(CT) 0.10 11 We nla BCDL 10.0 Code FBC201717P12014 Matrix -MS Weight295lb F17=20% LUMBER - TOP CHORD 2x4 SP No.2 `Except• T6:2z4 SP M 31' BOT CHORD 2x4 SP M 31-ExcepC B'i: 2x4 SP No2, F2:2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2D=D4-0 (min. 0-2.13), 11=0-8-0 (min. 0-1-10) Max Harz20=21 1 (LC 7) Max UpIi020-639(LC 8). 11=574(LC 9) Max Grav20=2380(LC 1), 11=1929(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-5-12 oc pudins. BOT CHORD Rigid ceiling directly appried or S-M oc bracing. WEBS 1 Row at midpt 5-17.8-16 JOINTS 1 Brace at Jt(s): 13 FORCES. (Ib)-Max. CompJMax.Ten. -All forces 250(Ib) orless except when shown. TOP CHORD 2-3=309/840, 3d=1909/463, 45=18051489, SE=-2015/633, 6-7=1719/605, 7.8=20251624, 8.9=,V.26/934, 9-10=27451854. 10-11=3174/868 BOT CHORD 2-20=-6581382, 19-20=227/809,18-19=35111702,17-18=35111702, 16-17=20511719. 15-16=-44112522, 14-15=-44112522,13-14=81213520, 11.13=-607m12 WEBS 3-19=140M(168, 5-79=-5101198, 6-17=136/458, 7-16=214[742, 8-16=129W564, 8-14=-310N1D5, 9-14>10831446, 9-13=11471296, 10-13=148/972, 3-20=25591780 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=16R; Cat II; Exp C; End., GCpi=G.t6; MWFRS (envelope); cantilever left exposed ; 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 nonconcument 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) 20= i39, 11=574. LOAD CASE(S) Standard ���\\�\1 MI $[F,/��/q//L/�� I��� ./ PE7--6051Ai -mkt. n/` 0 I-01 8'M OF %s' 3•�•I q / ��; 6.00 F12 r 3x9= 5x7 = re 3x6 = 315 = 515 = 7 1. 318 = N5a I rus5 I ype Mead..oiA Avabn-Hisao Al2 Roof 6padal 1 1 Job Reference (optional) aoumem ,fuss. rf. ream, ram, xaar Dead Load Dell. =1141n 2x4 11 2 1 4x5= NO P2X STP= 2c4 II 16 15 14 13 3x411 4x8= 3x5= 3x5 If 441-0 10-8-0 17-00 23-8-0 7M 34-e-0 38&0 44-8-0 � a� � 6Ln ) 6d11 F aan 1 7n.n �3-11n 1 abw f s.0-o ' Plate Offsets (XY}- (6:0-5-4,0-2-8). 121:03-8 (7:0-3-0,0-2-BL [8:0.2-4,0-2-0].[10:0-5-4,0-2-8),113:0-2-12,0-1.81 [14:0-2-0,0-1$L [15:030,0-1-e), [17:0-S12,Edge], [18:0-1-12,G-1-81, 0-1-81 123:0-2-0.0-1-01 125:0-2-3 0-1-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In Doc) War Lid PLATES GRIP • TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.18 17-18 >999 240 MT20 244I190 TCDL 15.0 Lumber DOL "S BC 0.92 Vert(CT) -0.4417.18 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.86 Hom(CT) 0.14 13 Na n/a BCDL 10.0 Code FBC2017/iP12014 Matrix -MS Weighh2961b Fr=20% LUMBER - TOP CHORD 2x4 SP No.2 •Except- T4: 2x4 SP U31 BOT CHORD 2x4 SP No.2 'Except' B3: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* W9: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 13--Mechanical, 22=030 (min. 0-2-13) Max Hom22--192(LC 6) Max Uplif113=563(LC 9), 22= 619(LC 8) Max Gmvl3=1927(LC 1), 22-2379(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 no bracing. WEBS 1 Row at midpt 6.19, 8-18, 9-15 FORCES. 0b) - Max. CompdMax. Ten. - All forces 250 0b) or less except when shown. TOP CHORD 23-287f7l 1, 31=1829/410, 45=17331427, 5E=2002f546, 6.7=20041649, 7-8=2353/649, 8-9=3535M74, 9-10=24571758, 10-11-20151594, 11-13=1868/588 BOT CHORD 2-22=-MM04, 21-22=5621459, 20-21•305/1550, 19-20=305/1550, 18-19=21111693, 17-18=-658/3173, 8-17-1961913, 14-15=381/1693 WEBS 3-22=22401664,3-21�4fi012251,5-21=6651231,5-1g=141/262,6-18=2151601, 7-18=82/586, 8-18=1429/578, 15-17=33212BD2, 9-17=951816, 9-15=22791583, 10-15=-311/1284,10-14=5151194, 11-14=38811775 NOTES- 1) Unbalanced mof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cal. 11; Exp C; End., GCpl=0.18; MWFRS (envelope); cantilever left exposed; 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 nonconanent with any other live leads. 6) Refer to girder(s) for buss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100lb uplift atjoint(s) except at-lb)13=563, 22=619. LOAD CASE(S) Standard PE 76051 Al -01 STA OFZZ JOD Nee Iruss lype Meadmwod Avdbn-Art'san A13 Ru Spednl 1 1 Job Reference foptionall 1'0 2x4111 O L 4x5 = [u NOP2X STP= 3x7 = 6.00 12 5x5 2r411 SxS= 8 —7 8 3x5= 318= 11 3xe = 15 14 3.4 11 4x9 = Dead Load Defl. - 7116 in 3x4 II 12 13 515 = 4-0-0 4-�-0 12-0-0 F 2114-0 1 30.g o F 368-0 I 443-0 i xrrc.n c. �-n as-n Plate Offsets MY1-15:0.1-80.1-81 f6:0-2-8.0-2-47 f8:0-2-eb241 fll:0-2-8D-2-01, f13:0.2-80-2-121 f14:03-40-1-81.f16:03403d1�0:0-2-00-1-81. f21:0.2Jb1-01 LOADING(psf) SPACING- 2-M CSI. DEFL in (loc) 0tlell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 043 Vert(LL) -0.31 16-17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 125 BC O.66 Vert(CT) -0.7616-17 >635 180 BCLL 0.0 Rep Stress Ina YES WB 0.96 Horz(CT) 0.15 13 n1a n1a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Weight: 282 lb FT=20% LUMBER - TOP CHORD 20 SP No2 - BOT CHORD 2x4 SP No.2 •Except* B3: 2x4 SP NoA B2: 2x4 SP M 31 WEBS 2x4 SP No.3 `Except* W9: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 20=0-8-0 (min. 0-2.13),13=Mechanical Max Horz20=182(LC 8) Max UpIifl20=598(LC 8), 13=-480(LC 9) Max Gmv20=2383(LC 1), 13=1768(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1Raw at midpt 5-20.6-19.8-17.11-13 FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 23=2671705, 34=1321560, 4-5=11117D9, 5.6=18911473, 6-7=21831588, 7-8=2183/588, 8-9=361811083, 9.lO=.M91919, 10-11=263W738 BOT CHORD 2-20=5601321, 19-20=33711402,18-19-33211692,17-18=332/1692,16-17=3462242, 9-16= 449/332, 13-14=38211457 WEBS 3-20=-363260, 5-20=26981576, 5-19=88/457, 6-19=2751161, 6-17=252/913, 7-17=419244, 8-16=58211616,14-16=6712839, 10-16=53I465,10-14=20511582, 11-14=-382/1747,11-13=20801555 NOTES- 1) Unbalanced mof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult 160mph (3-second gust) Vasd=124mph; TCDL=S.W,, BCDL=S.Opsf; h=16fq CaL II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Pmvlde 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 nonwricunent 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 100 lb uplift at joint(s) except (it --lb) 20=598, 13=480. LOAD CASE(S) Standard i PE 76051 Av fl t STA OF Truss Inuss type Meadcwod Avalao-N4san A11 Rao( Special 1 1 Job Reference Loocrall ID25Ys9444kmmi2g5MnodCoyODrxJUPLODN7LPPLC.1VFygt7EUZ§OHj7v4rlLss SC 7-&0 2 2-144--0�18145 12-0I—77 2677 F I 7-072 -0 2-2-84-0-0 2-2-8, Dead load Defl. = U2 in 5x8 6.00 72 2c411 5x8= 5 6 7 3x5 85x167x14S9 4x12 = 54NOP2X STP= 10 12 41, 11 2x4 II 2 Hw22 21 20 19 78 17 1 416= 416 = 318= 3x5= 3x6= 2x411 2x411 2x4 If 3x5= 4x6= 2.411 75 14 13 2x4 11 2x4 II 2x4 If Sx5 = 5x8 = 3.5 11 10.7-0 734)-0 20-0-0 27.8-0 33a12 36-3-0 3&55 a25-8 444i-0 9.10-0 2-5-0 7-0-0 7-0-0 5-0-12 &2-4 2-243 4-0-0 Plate Offsets (XY)- [205-15,0-0-141, (5:0-5-8,62d], [7:0-5-8,0-2-4], [8:0-2d,0-1-8], [9:0-2-4,0-2-8], I70:0-5-0,OJ-4], I11:0-2-12,0-2-01, I72:0-2-8,0-2-0], I13:0-2-12,0-1-81, I74:0-2-0 0-2-47 05:0-2-80-3.01 r16.0-3.1204-81 r24.0-2-30-1-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (too) Waft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.38 17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.85 16-17 >628 I 180 BCLL 0.0 Rep Stress Inv YES WB 0.87 Horz(GT) DA3 13 n1a nla BGDL 10.0 Code FBC2017trP12014 MatrixMS Weight: 306 to FT=20% LUMBER - TOP CHORD 2x4 SP M 31-Except' T4,T1,T5: 2x4 SP No2 SOT CHORD 2x4 SP No2'Except' B1,B3: 2x4 SP M 31, F2,F3: 2x4 SP No.3 WEBS 2x4 SP No.3'Exoept' W9: 2x4 SP M 31 OTHERS 2x4 SP No.3 WEDGE Left 2x4 SP No.3 REACTIONS. (size) 13=Mechanical, 2=0-8-0 (min. 0-1-13) Max Horz2=196(LC 8) Max UpIift13=S92(LC 9), 2=517(LC 8) Max Gmvl3=2600(LC 1), 2=2151(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6.7-14 oc bracing. Except 10-" oc bracing: 15-16 WEBS 1Row at midpt 8-18 JOINTS 1 Brace at Jt(s): 23 FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 Ob) or less except when shown. TOP CHORD 2-3= 37251794, 3-0=35461797, 4-5=31971748, M5 33571832, 6.7=33571832, 7-8=-35911832,8-9=493511147,9-1D---8186I1963,10-11=750711795,11-12=-12211303, 12.13=19631498 BOT CHORD 2-23=77213231, 22-23=772t3231, 21-22=8242774, 2G-21=52412774,19-20=58913153, 18-19=58913153,17-18=924/4305,16-17=1389/5970, 10-16=-0067/808 WEBS 4-22=543/317, 5-22=851490, 5-20= 3251910, 6-20=5871339, 7-20=2281473, 7-18=232/979, 8-18=14461505,14-16=29811193,11-16=1575/6639, 9-16=575I2276, B-17=27411292,11-14=2454/667, 12-14=565R278, 9-17=20331568 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 BGDL=5.Dpsf; h=16ft; Cat It; Exp C; End., GCpi=0.18; MWFRS (emrelope); Lumber DOL-1.60 plate grip DOL=1.60 3) Provide adequate drainage to preverdwater ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chat! live load nonconcurrent with any other live loads. 6) Refer to g'ader(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100lb uplift atjoint(s) except (p=lb)13=502,2=51\\\fit \ I- BL ,�LZ \\\ LOAD CASE(S) Standard PE 7.6051 At job Nss Iruss type Meads Avdlm-ANsan At5 luly IPIY Rror special 1 1 Jab Reference (optimal) Dead Lead Den =112 In — S� _ 3,5 = 316 = 2x4II 5x8 _ 4 5 6 7 a 8.00 12 3x5 p 5x8 MT20HS= 4xe= 4x5= 3 9 10 11 NOP2X STP= 2x411 7 2 5 4 22 II 2120 79 i917 76 75 d l � H i 4x6 = 416 = 3x5 = 3xa = 3x6 = 2x411 2x411 2x4 11 3x5= 5x6 WB= 14 13 12 20 11 2r4 11 2x4 11 3x4 11 44= 3.5 11 2x4 II 490 17-7 10.7-0 773d 23-0-12 29A-0 3&3-0 40-7d 44-8-0 4-11-9 I 68J3E7-04-0-72 Plate O6sels (x.Y) - [2:0-0-3,041-14], [4:0-60.0-2-8], (8:0-5A,0-23). [9:0-5-0.0-2-8). (10:0-3;0,0.1.8). [71:0-2-0,0-1-8], [12:0-2-12,0-1-8], [13:0-2-0,0-1-8b [15:0-9-0,0-3-12L [160.2-0 .0-1$ 123:0-2-30.1-01 LOADING(psf) SPACING- 240-0 CSf. DEFL in (foe) VdeO Lld PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.95 Vert(LL) 0.39 18 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 BC 0.90 Vert(CT) -0.8315-16 >644 180 MT20HS 1871143 BCLL 0.0 Rep Stress Ina YES WB 0.98 Hom(CT) 0.38 12 n/a n/a BCDL 10.0 Code FBC20171-fP12014 Matrix -MS Weight:2991b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 'Except- TOP CHORD Structural wood sheathing directly applied, except and verticals. T4: 2x4 SP M31 BOT CHORD Rigid ceiling directly applied or 5.10-15 oc bracing. SOT CHORD 2x4 SP No2 •Except• WEBS 1 Raw at midpt 9-16 B1,B3: 2x4 SP M 31, B4,F2: 2x4 SP N0.3 JOINTS 1 Brace at Jqs): 22 WEBS 2x4 SP N0.3 'Except — Wit: 2x4 SP M 31 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 12=Mechanical, 2--0-8-0 (min. 0-1-13) Max Hom2=210(LC 8) Max Upliftl2=486(LC 5), 2=500(LC 5) Max Gmvl2=2000(LC 1), 2=2151(LC 1) FORCES. Ob) - Max. CompJMax. Ten. - All forces 250 0b) or less except when shown. TOP CHORD 2-3=-i728/897, 3-4=-3349I890, 4-5=374511060, 53=393011071, 6-7=3930I1071, 7-8=-393011071, 8A=40091970, 9-10=592711320, 10-11=1685/398, 11-12=19571498 BOT CHORD 2-22=880/3241, 21-22=-880f3241, 20621=7782926,19-20=778/2926, 18-19=1005/3745, 17-18=807/3515, 16-17=80713515, 15-16=1348/5991, 9.15=12851380 WEBS 3-21�3961249, 4-21=-661401, 4-19=-00511195, 5-19---6851337, 5-18=1051327. 7-18= 453262, 8-18=2847726, 8-16=156/916, 9-16=26321757, 13-15=-41711763, 10-15=109014798, 10-13>25501674,11-13=58624B3 NOTES- 1) Unbalanced roof live leads 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=16111; 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 ester pending. 4) Al plates are MT20 plates unless otherwise indicated. 5) This buss has been designed for a 10.0 psf bottom chord live load noncencurrerd with any other live loads. 6) Refer to girder(s) for truss to truss cenneaions. 7) 2 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at)oint(s) except Qt=lb)12�86,i/ M. LOAD CASE(S) Standard `\\\\LY��-i" \CAE 8 1/�� -Z-z . / PE 7.6051 !% -13 ; STA OF /�z��ss �NAL'ENG�\���\ Job russ Iruss type mead0 AvabnAAsen A18 juty jely Roof 6pedal 1 1 Job Reference o tional JOYV1811, 1..r rICICB. r",.Nl 315 = 5.8 = 3x5 = 3x6 = 3x4 II 6.00 F,2 4 6 7 a 2x4 Q j 3 JNOP2XSTP= 'eJyl 1 2x4 II 2 1 18 6x = 21 20 19 4x6= 2x4 11 4x6= 315= 3x5= 2x4 11 2x4 11 2x4 II 17 2x4 II 2x4 II 3.4 II 2x4 II Dead Load Dell. - 7116 in 5x8 = 9 64= 4x5= 3x411 10 12 0 $ "'a A d 16 15 14 13 4x12= 4x8= 3x5= 5x5= ¢ yaU 9-0-0 )" 14-11-7 1 20.9-1 F 2650 1 31-e-0 . 39-5-0 1 Plate Offsets (Y YF- r2.05-7 0-1-21 r4.04" 0-2-81 [9:0-" 0-2-81 113:0-2-8 0-2-121 114:0-24 0-1-81 116.0-5-8 0-2-41 118:0-0-0 0-3-01, r20:0-2-4.0-1-81. 123:0-2-3.0-1-0) LOADING(psf) SPACING- 241-0 CS]. DEFL in (loc) Well Utl PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.95 Vert(LL) 0.42 18-19 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.8118-19 >663 180 BCLL 0.0 Rep Stress Ina YES WB 0.95 Horz(CT) 026 13 nla n/a BCDL 10.0 Code FBC2D17frP12014 Matrix -MS Weight 306 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No2-Except' B1,B2: 2x4 SP M 31. B3,F2: 2x4 SP No.3 WEBS 2x4 SP No.3•Exwpt• W4:2x4 SP No2 OTHERS 20 SP No.3 WEDGE Left 2x4 SP No.3 REACTIONS. (size) 13=Mechanrcel,2---0-8-0 (min. 0-1-13) Max Hom2=223(LC 8) Max Ud8U3=592(LC 5), 2=558(LC 5) Max Grav13=2000(LC 1), 2=2151(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid wiling directly applied or 64-14 oc bracing. Except 7-8-0 oc bracing: 2-22 WEBS 1 Row at midpt 10-14, 11-13 FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3746/1056, 3-0=-346611008, 45=-426011333, 5-"- 747/1465, 6-7=458411397, 7-8=-458411397, 8-9=4565/1393, 9-10=31ODM86, 10-11=1753/507 BOT CHORD 2-22=101713255, 21-22=913/3061, 2D-21=913/d061,19-20=1311/4260, 18.19=144314747, 8-18=-404/234,15-16=-843f2926,14-15=843/2926, 13-14=507A753 WEBS 3-22=254230, 4-22=16/342, 4-20=54511585, 5-20=-869/380, 519=2001682, 6-19--3001191, 6-18=327189, 9-18=-81SM502, 9-16=557271, 16-18=8102880, 10-16=-390201,10-14=17201492,11-14=28411396,11-13=2511/725 NOTES- 1) Unbalanced roof live bads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=160mph (3-sewnd gust) Vasd=124mph; TCDL=S.Opsf, BCDL=5.0psf, 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) AM plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 pat bottom chord live Iced nonconcurrent with any other live Iwds. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (0-Ib)13=592, 2=558. LOAD CASE(S) Standard M1 l i811//���i `X��� XCENS+�,."`I��/i i PE 7.6051 rot sra of N53 1russ type MpMOOd ¢ad Avalw-Haan Ail Han Hip 1 1 Job Reference o tional �• �r=• W ID2We964Tkmmi2g5MrwrlCay06rz-xFfsdaoU3awryp&TWilpH4fF210,NhnSrmr346m}dS8 OA-9 •2Z M 14]-7 u-1-3 29414 11 4444a 2-0e G3a7•S11 7-7- Dead Load Deli. = 5116 in 5xe = 6.00 12 4 1 bx5: N45-. 2x4 11 2 3 3x5 = 2x411 3X6= 3X5= Safi= 418= 3x411 5 6 7 " 8 g 10 T4 _ 11 Am PzAe -, 4a5 = 4x5= 20 19 i6 17 16 1514 13 12 3x4 II 3.5 = 5X6 W8= Us = 3X5 = 2x4 II 515 = 3XI2 = 416 = q41$ 7-0-0 14-7.J7 22-1S.3 ( 296-14 F 37-01 I 4443-0 1 f� >J 0 Plate Oftsets(XYh f3:0-1-120-1-8114:0-6-Oo-2-el [10:0-2-00-1-8] f12:0-2-80-2-121 f14:0-240.1-81 f18,D-5-120-1-81 f19:0-2-40-1-61.121:0-2-4,0-0-01 f22:0-2-3,0-1-01 LOADING(psf) SPACING- 240-0 CSI. DEFL in (loc) Well Lid. PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.30 16 >999 240 MT20 244/190 TCOL 15.0 Lumber DOL 125 BC 0.97 Vert(CT) -0.5614-16 >928 180 BCLL 0.0 Rep Stress Ina YES WB 0.98 Horz(CT) 0.10 12 We n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Weight 270 lb FT=20% LUMBER- BRACING - TOP CHORD 20 SP No2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. T2: 2x4 SP M 31 . BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No2 -Except* WEBS 1 Raw at midpt 4-18, 6-18 B2: 2x4 SP No.3 2 Rews at 113 pis 10-12 WEBS 20 SP No.3 OTHERS 2X4 SP No.3 REACTIONS. (size) 12--Mechanical, 2--0-" (min. 0-2-9), 21=0-8-0 (min. 0-2-9), 2-0-8-0 (min. 0-2-9) Max Horz2=217(LC 8) Max Upriftl2=-649(LC 5), 2=199(LC 1), 21=864(LC 5), 2=199(LC 1) Max Gmvl2=1954(LC 1), 2=241(LC 5), 21=2397(LC 1) FORCES. Ph) -Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-0821597, 3-0=21281600, 4S=-326811(176, &6--3268/1076, 6-7=378411251, 74"784/1251,8-9=3424/1135, 9-10=-3424/1135 BOT CHORD 2-21=4671193, 3-21=23251870, 18-19=567/1789,17-18=125113784,16-17=1251/3784, 15.1fi=113513424, 14-15=113513424,13.14-7312202, 12-13=73112202 WEBS 3-19---6582022, 419=-6261326, 4-16=65711848, 5-18=5651329, 6-18=-649232, B-16=146/452, 8-14=785/380,10-14=508/1537,10-13=0/324,10-12=•27361908 NOTES- 1) 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); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load noncencunent with any other live loads. 5) Refer to girder(s) for buss to truss connections. 6) Provide mechanical connec0on (by others) of truss to hearing plate capable of withstanding 100 lb uplift at joints) except (jt=lb)12=649, 2=199, 21=864,2=199. LOAD CASE(S) Standard RE 76051 At STA OF i��`%,4o I__,-���� runs rues ypa y Meadawmd Aval..4U v, A78 Haft Kp 1 1 Job Refemnce o tional SOWhem Tna, FL Prema,F 6un:eT30a 212019 NinC82W SOtl 212018 MRek lndustrka, rric. WW�Mar 13123d'e82019Po 1 ID:25Ys9447kmmi2g5MnodCoyODm-=ETwpequ2iFtzbS2 WG2gHCT4k440FdxdhdcZabMS7 08a 22 0 sa-8 1344 za-falz ze-aa 3ea-12 aaao z-0o 4-3E e-o4 7-tae 7-foa 7-foa ao< 6.00 rl2 Sx9 _ ZA II 5z10 = 2x4 11 3x6 = 4x9 = 4 T25 6 T3 7 g 9 Dead Load Den. -318 in 3x4 11 10 T4 MI I 4x5 = 4X5= 18 17 16 i5 14 13 12 11 3x411 315= 4x9= 4x8 MTZOHS= 2x4 It SA2 MT2OHS= 2,411 5x5= 0r8.8 5-0-0 13b4 20.10.12 2&9� 35-7-72 44-8-0 �1 8-Od 1 7-108 I 7-t0-0 I 7-10-e I 8-0-4 � 0 Plate Offsets MY)- [3:0-2-0,0-2-0], r20:0-2-0 [4:0-7-0,0.2-8],[6:0-3-12,030], [9:0.24,0.1.8], [71:0-2.8,0-2-12], [13:0-512,030), (16:0312,0-2-0], I17:0-1-12,0.1-8], I79:0.2-4,0-0-0), (1-1-01 LOADING(psf) SPACING- 2-" CSI. DEFL in Doc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.67 Vert(LL) 0.36 13-14 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 SC 0.94 Vert(CT) -0.6713-14 >777 180 MT20HS 1871143 SCLL 0.0 Rep Stress Ina YES WB 0.96 Hom(CT) 0.09 11 Na We BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Welght 255 lb FT=20% LUMBER- I BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD T1:2x4 SP No2 BOT CHORD 2x4 SP No2'Except' BOT CHORD B2: 2x4 SP No.3, 83,94: 2z4 SP M 31 WEBS WEBS 2x4 SP No.3 `Except' W4: 2x4 SP No2 OTHERS 2x4 SP No.3 REACTIONS. (size) 11=1VIechanical, 2=0-8-0 (min. 0-2-9),19=0-841 (min. 0-2-9), 2=0-e-0 (min. 0-2-9) Max Horz2=167(LC 8) Max Uplift11�651(LC 5), 2=212(LC 3), 19-804(LC 5), 2=167(LC 1) Max Gravl1=1955(LC 1), 2=155(LC 5), 19=2364(LC i) FORCES. Ob) - Max. CompJMax. Ten. - All forces 250 01b) or less except when shown. TOP CHORD 2.9--281/554, 3-0=1814/531, 45=3704I1232, 5.6=3704/1232, 6-7=-4263/1418, 7-8=427511424, 8.9�4275/1424 BOT CHORD 2-19=-492/155, 3-19=22131765,16-17= 49311531, 1516=151914570,14.15=1519/4570, 13-14=152014566,12-13=9291278a, 11-12=9292788 WEDS 3-17=636/1960, 4-17=-870f394, 4-16=-8672519, 5-16=-6071349, 6-16=10051340, 6.14=01311, 6-13=356/120, 7-13=-536/306, 9-13=575/1727, 9-12=01342, 9-11=3204/1069 Structural wood sheathing directly applied a 34-2 oc pudins, except and verticals. Rigid ceiling directly applied or 2-2-0 oc bracing. 1 Row at midpt 4-16, 6-16, 6-13 2 Rows at 113 pis 9-11 NOTES- 1) Wind: ASCE 7.10; Vul-160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.OpsF h=16f : Cat 11; Exp C; Encl., GCPI=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates urdess otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconarment with any other live loads. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ili uplift at joints) except 0Mb)11=651, 2=212,19=004, 2=212. LOAD CASE(S) Standard r 1� PE 7.6051 At N t STA OF (ORIDP " �� job IMSS Iwss type Lay Meadowood Avax,nAnssn A19 IPIY Hall Hip 1 1 JobReference (optional) �ap,em l ms^Plert9, FL,34951 Rart82305 na21 zo1ePllnC e23asOd 212018 A4Tak aqusaies, Ine Wed Mar131236:072m9 P 1 ID:Ms944?Ionmi2g5MMrlCoyODmc emchGgGaBAZ37AkDnHNVIm16SMTjXm9HSA 0 68 -2-(40 3-0-0 10-08 18-1t-4 23-10a 308-12 3]-78 44-60 2-" 28 7-08 6-10-12 6-10-12 6-10-12 &10-12 6.00 12 50= 2x4 It 3x9 = US = 2x4 II 300 = 3.6 = 2x4 II Dead Load DetL = 9/16 in -12 4x6= 22 21 20 79 16 17 t6 15 14 13 3x4 11 3x7 = 4x10 = 5x10 MT20HS 1Na= 3x8 = 2x4 11 400 = 3x5 It 4x10 M120HS= 3-0-0 10-047 16-114 23-10-0 304Y12 3:171 444i0 2381 7-08 1 6-10.12 ( 6-10-12 I-s-1a12 I s-10-12 1 7-0-9 i Plate Offsets (X,Y)- 120:044.0-1-121, (3:0-1-12,0-1-8],14:0-7-0,0-2-8), [6:0-3-8,0-1-8], [9:0-24,0-1-8],[12:0-2-4,0-1-12],113:D-2-12,0-1-8), [14:0-2-8,04A. (18:0-1-12.040.0), [19:0-0-0,0-1-121, I21:0-1-12,0-1.81, [24:0-2-3 0-1-01 LOADING(psf) SPACING- 2-00 CSI. DEFL. in (loc) VdeO L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 125 TO 0.85 Ved(LL) 0.52 17-18 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 BC 0.80 Ven(CT) -0.9517-18 >551 180 MT20HS 187/143 BCLL 0.0 Rep Stress Ina YES WB 080 Horz(CT) 0,05 13 n/a nla BCDL 10.0 Code FBC20171rP12014 Matrix -MS Weight 251 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31 'Except- TOP CHORD _ Structural wood sheathing directly applied or 2A I4 oc pudins, except T1: 2x4 SP No2 end verlicais. BOT CHORD 2x4 SP M 31 -Except- BOT CHORD Rigid ceiling directly applied or 5-10-8 oc bracing. 81,B2: 2x4 SP No2 WEBS 1 Row at midpt 4-20, 6-20, 9-14,12-14 WEBS 2x4 SP No.3 *Except- W3: 2x4 SP No2 OTHERS 2x4 SP No.3 REACTIONS. (size) 13--Mechanical, 2=0-8-0 (min. 0-2-10), 23=0-8-0 (min. 0-2-10), 2=0-8-0 (min. 0-2-10) Max Horz2=117(LC 8) Max Up1i813=-650(LC 5) 2=544(LC 3), 23=913(LC 5), 2=540(LC 1) Max Grsv13=1948(LC 1), 2--235(LC 5), 23=2745(LC 1) FORCES. Qb) - Max. Comp./Max. Ten. -Aft forces 250 (lb) or less except when shown. TOP CHORD 2-3=355/976, 34=1174/351, 45=-378111264, 56=3781/1264, 6.7=575711922, 7$=5757/1922, 8-9=575711922, 9-10=3146/1050, 10-11=.314611050, 11.12=314611050, 12-13=1880/676 BOT CHORD 2-23=847/274, 3-23=25251828, 20-21=3051940,19-20=1781/5335,18-19=178115335, 17-18=178115335,16-17=1675/5017,15-16=1675/5017,14-15=167515017 ' WEBS 3-21=60211844, 4.21=1214/493, 4-2D=108713211, 5-20=529/303, 6-20=1764/588, 6-18=0/275, 6-17=1621479, 8-17=487279, 9-17=280/840, 9.15=0/270, 9-14=21241710, 11-14=5211300, 12-14=11761d524 NOTES- 1) Wind: ASCE 7-10; Vult-160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf, BCDL=S.OpsF h=168; Cat II; Exp C; End., GCpl=0.18; MWFRS (envelope); Lumber OOL=1.60 plate grip DOL=1.6(1 2) Provide adequate drainage to prevent water pending. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss; has been designed for a 10.0 psi bottom chord live load nonconcunent with arry other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoint(s) except (p=1b)13=650, 2=544,23=913,2=544. LOAD CASE(S) Standard i PE 76051 STA OF i0'c�`�LORID R im rasa Inuss lype Meedovvod AWWb ArBsan A20 KALFHIPGIMER 1 1 Job Reference Loptionall .IOUNBIII I.. rc VlB tL.:M' l F UK s V4 zl LUlo .6<.1V 6\ 62. Z. „Wuiu-4— ar ID:25Ys944?kmmi2g5MnorlC%,ODm-MgK?o LVIDhHlrAwlWviHa YnLs89vOxAjhHzb 0.1141 •2-08 63-0 1154 17-t-9 2311-8 30-0E10 37-7-it 44-7-e 2-0E t 53-8 SS4 SS4 610.1 610.1 510.1 611-13 Dead Load Dell. -114 in 6.00 12 us _ 3x4 II 2t4 II 4ze = 5x10 MT20HS W8= Sxib = 2x4 II 3x6 = Us = 3z4 = 2x4 II 2 3 25 26 27 428 29 530 31 326 7 33 34 36 37 938 to 39 Al 40 41 42 4312 1 6 ' 22 44 45 46 21 47 48 49 20 50 51 19 18 52 53 54 55 1756 57 16 15 56 59 60 14 61 62 63 13 NOPZX STP= 3x8 = 2x4 II 3.6 = 2x4 11 3.6 = 3x12 = 2c4 II Sz6 - 3x5 = 5xl4 = fi3-0 11-8-0 17-1-8 17 -0 23-11-9 30.110 37-7-11 44-7-6 63-0 5-54 55d S99 6-10-t fi-10.t 6-it-13 Plate Offsets (X,Y)- [3:G-2-8,0-2-4), [5:0-1-8.0-1$), [6:OSO,Edge], [6:0-0-0,0-1-12), [7:0-1-12,0-0-0], [8:OS12,0-2-8], Il l:D-2-0,0.1-8], [12:Edge,0-14q, (13:0.3 0 (I.2-121.115:G-5-8 ,0431, f18:G-",0-Mj [21:0-1-80.1-8j r23:G-2-3.0.1-0t LOADING(psf) SPACING- 2.0-0 CSI. DEFL in Qoc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.73 Vert(LL) 0.26 14-15 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 BC 0.88 Vert(CT) -0.46 14-15 >712 180 MT20HS 1871143 BCLL 0.0 Rep Stress Ina NO WB 0.90 Harz(CT) 0.08 13 n/a We BCDL 10.0 Code FBC2017/TPt2014 Matrix -MS Weight:239lb FT=20% LUMBER. I BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD Stmctural wood sheathing directly applied or 3$7 ac pudins, except Tt: 2x4 SP No2 end verticals. BOT CHORD 2x4 SP N0.2 -Except' BOT CHORD Rigid wiling directly applied or 6-0-0 oc bracing. B3: 20 SPM 31 WEBS 1Row at micipt 5-18,8-18 WEBS 2x4 SP No.3'Fxwpt' 2 Rows at 1/3 cats 11-13 W5: 2x4 SP M 31 OTHERS 2x4 SP No.3 REACTIONS. (size) 13=Mechaniral,18=0-11-0 (min. 0-5-0), 22=0-7-8 (min. 0-1-8) Max Hom22=66(LC 8) Max Upliftl3=629(LC 4). 18=1593(LC 5), 22--030(LC 4) Max Gmvl3=1694(LC 1), 18=4251(LC 1), 22=933(LC 1) FORCES. cab) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-25=7851311, 25-26=704311, 26-27=7851311, 4-27=785I311, 4-28=71151311, 28-29=785511, 2930=78512111, 530=7851311, 5-31=119113184, 31-32=1191/3184. 6-32=1 191 /3184, 6-7=119113184, 7.33=1191131114, 3334=119113184. 3435=119113184, 835=1191/3184, 836=373011387, 36-37=3730/1387, 37-38=373011387, 9.38=373011387, 9.10=373011387, 1039---373011387, 39-40=373(111387,11-40=-3730/1387,12-13=-3031194, 2-22--314/98 BOTCHORD 21-47=-471/166,47-08=A71/166,48-49--471/166,2049=-4711166,20-50=-471I166, 5D-51-471/166,19-51=471/166, 19-52=471/166, 18.52=4711166, 1853=58911578, 5354=589/1578.54.55=589/1578, 17-55=589/1578, 1756=589/1578, 56-57=58911578. 16-57=58911578, 15-16=589/1578.1558=123713311. 58-59=1237/3311; 59E0=123713311, 14-60=1237/3311,14-01=123713311, 61-62=1237/3311,62-63=1237/3311,13-63=-123713311 WEBS 3-21=2071668, 4-21=6521442, 6-21=53011404, 5-20=01316, 5-18=303011148, 7-18=7231475. 8-18=512211912, 8A7=0959, 8-15=85912313, 9-15=731/489, 11-15>161/451,11-14=0/487,11-13=345311291, 3-22-596f367 NOTES- 1) MTmd: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=S.Dpsf; BCDL=5.0psf; h=16ft; Cat II; Exp C; End., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed fora 10.0 pat bottom chord live load nonwnwnent with any other live loads. \\ 5) Refer to girder(s) for truss to Imss connections. \N 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uprrft atjoint(s) except (It--lb)13�2t� 18=1593,22=330. PE7,6051At z Continued on page 2 STAT OF / .�40RID � ////ass O AL. iR\\N D Ns5 Inisslype meat o4 AvdldnArti"" A20 HALF HIP GIRDER 1 1 Job Reference o tlonal SoUthel Truss, FL PieM FL, U951 _ Rum 8230 a OR 21 Ana PMt 8T s ep 212ala m I a znd"5, im wed Mar l3/TaeA8Wig Pa 2 ID:25Vs944?kmmi2g5MmdCoyODm-MgKTu=LVIOhHlrAwIWviHmYnLs89u0i Ap tzb 5 NOTE& 7) Hanger(s) or other connection deyice(s) shall be preNded sufficient to support concentrated loads) 80 lb down and 121 Ib up at 1-84, 80 Ib down and 121 Ib up at 2-84, 80 Ib down and 121 Ib up at 4434, 80 Ib down and 121 Ib up at 6-8-4, 80 lb down and 121 Ib up at 8-8-0, 80 Ib down and 121 Ib up at 10-84, 80 lb down and 121 Ib up at 12-84, 80 Ib down and 121 Ib up at 14-8-4, 80 lb down and 121 Ib up at 16-84, 80 lb down and 121 Ib up at 18-84, 80 lb down and 121 Ib up at 20-8 4,80 Ib down and 121 Ib up at 22-8d, 80 lb down and 121 Ib up at 24-8-4. 80 Ib dawn and 121 lb up at 26-84, 80 lb down and 121 Ib up at 28-8-4. 80 fb dawn and 121 Ib up at 3D.84, 80 Ib down and 121 Ib up at 32-84. 80 Ib dawn and 121 Ib up at 34-8-4, 801b dawn and 121111 up at 36.84,80 lb down and 121 It, up at 38-84, and 80 lb down and 121 It, up at 40-84, and 80 I6 down and 121 to up at 42-84 on top chord, and 55 lb down at 1-84, 55lb down at 248-4. 55 lb down at 44", 55 Ib down at 6-84, 65 to down at 8-&4, 55 Ib down at 10-84. 551b down at 12-8-4, 551b dawn at 14-8-4, 551b down at 16414, 651b down at 18-8-4, 551b dawn at 20-8-4, 55Ib down at 22484, 5516 down at 24-84, 55 Ib down at 26-84. 551b dawn at 2844, 551b down at 30-84, 551b down at 32-84, 551b down at 34-8-4, 55 Ib down at 36484, 551b down at 38-8-4, and 551b down at 40-84, and 55 m down at 42-8-4 on bottom chard. The design/selection of such connection devices) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the fate 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 3.12=70,13-22=20 Concentrated Vert: I 4? %CENS' Nr� / i RE 76051 -0; STA OF �f//Ss�ONAI tENG \��\ dw cuss iruss Iypa Chy piy Meadowood Avmon-Anaan B1 cmn 10 1 Job Reference o nab Souftm Truss, FL Pknr FL, U951 4x4 = 7-10-5 15-5-1t 1 2T -165 Dead Load Dell. =118 in c4 11 $ Plate Offsets MY)-12:0-1-70-0-2116.0-1-70-0-2] 11 1:0-2-30-0-81113.0-230�81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL In (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC OAS Vert(LL) -0.08 8-10 >999 240 MT20 2441190 . TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.20 B-10 >999 180 BCLL 0.0 Rep Stress Ina YES WB 021 Horz(CT) 0.05 6 n1a n/a BCDL 10.0 Code FBC2017/TPI2014 Matra -MS Welght:1191b FT=20% LUMBER - TOP CHORD 2x4 SP N0.2 ' BOT CHORD 2x4 SP No-2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left 2x4 SP No.3, Right 2x4 SP No.3 REACTIONS. (size) 2--68.0 (min. 0-1-8), 6=0-8-0 (min. G-1-8) Max Hmz2=137(LC 7) Max Upti82=346(LC 8), 6=-346(LC 9) Max Grav2=1195(LC 1). 6=1195(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. - NI forces 250 Qb) or less except when shown. TOP CHORD 23=17471463, 3d=1533/460, 4-5=1533/460, 56=1747/463 BOT CHORD 2-10=41311481, 9-10=15711000, 8-9=15711000, 6$=-26711481 WEBS 43=192/550, 5-8�377286, 4.10=-1921550, 3-10--3771286 BRACING - TOP CHORD Structural woad sheathing directly applied or 4-1-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 9-1A oc bracing. NOTES, 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=S.OpsF, BCDL=5.Opsf; hot 6fg CaL 11; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb upl'dt at joint(s) except at -lb) 2=346. 6346. LOAD CASE(S) Standard \I\\Q��w dw Ns5 inuss lype Qty Avalm 6M n 92 Common Girder 1 11Me9EVYBeC 2 Job Re}erenoa lional aoWrem Tr=. K warm, FL, 34951 R 1x 6x8 MT20HS II Dead Load Deb. =114 in 4x7 = 4%8 = 2x8 11 7x6 = 7x12 W=HS Wa= 7.6 = ZA II 6x12 Mr20HSC 10x10 = r4 11 a LOADING(psf) SPACING- 240-0 CS1. DEFL. in (toe) Ildell L/d PLATES GRIP . TCLL 20.0 Plate Grip DOL 125 TC 0.70 Ven(LL) 024 12-14 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 BC 0.77 Vert(CT) -0.4612-14 >609 180 MT20HS 1871143 BCLL 0.0 Rep Stress Ina NO WB 0.86 Hoa(CT) 0.13 8 We We BCDL 10.0 Code FBC2017JTP12014 Matrix -MS WeighL•3231b FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc pudins. BOT CHORD 2x6 SP M 26 ' BOT CHORD Rigid ceiling directly applied or 94-3 oc bracing. WEBS 2x4 SP No.3 •Except- W5: 2x4 SP M 31. W3: 2x4 SP No2 , OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2-0-8-1 (min. 0-"), 8=0-8-0 (min. 0-3-9) Max Hoa2=137(LC 23) Max Upiifl2=3214(1-C 8).8=2770(LC 9) Max Grev2=10834(LC 1), 8=8622(LC 1) FORCES. (lb) - Max. CompJMax. Ten.- All forces 250 (Ib) or less except when shown. TOP CHORD 23=2029115946, 34=1708515092, 4-5=-1284914012, 5-0=1286214013, 6-7=16271/5160, 73=1729515524 BOT CHORD 2-26=5331/18065, 15-26=5331118065,15-27=5331/l8065, 14-27=5331/18065, 14-28=-4490115259, 13-28=4490/16259,12-13- 449(kI15259,12-29=-4462J14634, 29-30=-4462114534,1130=4462/14534, 1131�4815115355, 31-32=-4815115355, 10-32=4815115365, 8-10=4815115355 WEBS 5-12=-3450/1114z 6.12-448511667, 6-11=1561/4495, 7.11=954/446. 7-10=311/867. 4-12=-5542/1575, 4-14=1469/5636, 3-14=32281964, 3-15=76812886 NOTES- 1) 2-ply truss to be connected togetherwith 10d (0.131•x3•) nails as follows: Top chords connected as follows: 2x4 -1 row at 04-0 oc. Bottom chords connected as follows. 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 -1 raw at D-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (0) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vuh=160mph (3-second gust) V2sd=124mph; TCDL=5.0psf; BCDL=S.Cpsf; h=16R, Cat II; Exp C; End., GCpf=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise Indicated. 6)The Fabrication Tolerance atJoini5=0% live loads. M.8t 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcu ent with any other \\ 100lb 2=3214\ 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding uplift at joints) except (It-Ib) 8=2770. ` r i PE 7.6051 At Continued on page 2 r� ASb STA OF J ` ems' � 3•?o•jPq ,4�, , \ �NAL10NG\\\\\ job Iruss Ituss type y MGdmWOC M W.ANsan 82 C=nonG°'� _ 1—Fl2 Job Refereno9 {optional) _ 71 SUNham Tme R Plane, FL. 3a951 H -8230a OC212018Petit8230s Ocl212018MiT. Wusmea, Inc Wad Mar 131238:112019 Pa 2 ID25Ys94471pnmi2g5MnodCayODmx P07XelneQg7VkU0l3sDXLvJQTq,3W. V00Imxb�lf22 NOTES- 9) Hanger(s) or othercennection device(s) stall be provided sufficient to support ooncentrated load(s)1907 lb doom and 58316 up at 2-34,1748lb down and 5001b up at 4-34. 1980lb down and 522 m up at 634, 19801b down and 5061b up at 9-3-4,1980 ib down and 612lb up at 10-3d, 1934lb dawn and 669lb up at 12-34,1935lb down and 671 Ib up at 1434, and 1928 m down and 6701b up at 1634, and 1674 Ib down and 649 Ib up at 1834 on bottom chard. The design/selection of such oonnection device(s) is the responslbility.otothers. --- LOAD CASE(S) Standard 1) Dead Roof Live (balanced): Lumber Inaeass=1.25, Plate Inoease=1.25 Uniform Loads (pit) Vert: 1S=70, 5-9=70, 20-23=20 Concentrated Loads (lb) Vert 13=1980(F)15=1748(F) 26=1907(F) 27=-1980(F) 28=1980(F) 29>1934(F) 30=-1935(F) 31=1928(F) 32>1674(F) i PE 76051 A, STA OF 7 //�sSo AI_ St �\��� Job ru55 iruss lyps plyNP240wW4 MalpMMaen 83 Common 1 i Job Reference (op8ona0 southem.Truss, FL PWM FL; M951 3A = 5A=63x4= Dead two Dell. = 118 in 4 6.00 12 IM \\ tx4 3 7 NOP2X STP= 7 NOP2XSTP= 1x411 2 1 a 1 1 9 72 11 10 3x5 = 3x4 = 3x4 = 3,4 = US = Plate Offsets (XY)-- 120-1-3041-21.14:0-2-0,0-2-81 15:0-2-0,0-3.01 (6:0-2-00-2-81 18:0-130-0-21,113:0-2J.0-0-81. 115:0-2-3 0-0Sl LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loo) gde0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.08 10-12 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -02110-12 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.20 Horz(CT) 0.05 8 Ma n1a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weighh117lb Ff=20% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 20 SP No.3 REACTIONS. (sin) 2=0-8-0 (min. 0-1-8), 8=0-6-0 (min. 0-1-8) Max Horz2=128(1-C 6) Max Uplift2=338(LC 8), 8=338(LC 9) Max Gmv2=1195(LC 1), 8=1195(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc pudins. BOT CHORD Rigid ceiling directly applied or 9-6-2 ae bracing. FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2-0=17311440, 34=15231435, 6-7=1523/436, 7-8=1731I440, 4-5=1292/432, 5-6=12921432 BOT CHORD 2-12=381I7462,11-12=142/1006,10-11=14211006, 8-10=26411462 WEBS 5-10=1741522, 7-10=3331261, 5-12=1741522, 3-12-3331261 NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0pst. BCDL=5.Opsf, h=161k 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 pending. 4) Ali plates are MT20 plates unless othervflse indicated. 5) This truss has been designed for a 10.0 psf bottom chord five load nonconourrent with any other We 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=338. 8=338. LOAD CASE(S) Standard M. BL/L//Z 'E 76O51.�t`1 ' i� kw � STA OF / /Z,�//SS 0NAI_ S, Gt \\�N im NSS MSS ype Meaew.acd Aval&.A syh 54 Hip 1 1 Job Reference o I SwNem Truss, Ft PW ,FL, 34951' Po ID:2 s Oct11201aP 5Muno]es11a212ule Mn:!AlW 2dp;iG wW. a lalza loaly a t ID:25Ys9447kmmi2g5MnodCoyODa-ioBuxJv1A1v4n2dpyUuhgrlS7ZWkXb4fYD[UMFrb 50 -2-0-0 4-e-4 8$-0 144P0 18.7-13 23-0-0 25dO 2-0-0 1 W 1 YTI-12 I 600 311-13 I 441J I 2-0-0 1x 4x5 = 4x5 = 3x6= 3x4= `— 3x4= 3x6= eA0 74-8-0 23-0-0 Dead Load Dee. =1116 in ,4 g R Plate Offsets KY)- 12:0.1-3 0-0-21 14:0-2-12 0-2d1 [5U-2-12 0-2d1 f7:0-1-3 0021 112:0-2-0 0-0-8] %4'0-2-0 0-0-81 LOADING(ps1) SPACING- 200 CSI. DEFL. in (toc) Well Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.63 Vert(LL) -024 11-18 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 BC 0.74 Vert(CT) -0.3511-18 >796 180 SCLL 0.0 Rep Stress Ina YES WB 0.15 Horz(CT) 0.05 7 nfa n1a BCDL 10.0 Code FBC2017lrP12014 Mahbr-MS Weight113lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP NO2 TOP CHORD BOT CHORD 2x4 SP No2 BOTCHORD WEBS 2x4 SP No.3' OTHERS 2x4 SP No.3 WEDGE Left 2x4 SP No.3, Right 2x4 SP No.3 REACTIONS. (size) 2=0-&0 (min. 0-1-0), 7=0-8-0 (min. 0-1-8) Max Hore2=108(LC 7) Max UpIM2=321(L0 8), 7=321(LC 9) Max Grav2=1195(LC 1). 7=1195(LC 1) FORCES. Qb) - Max. CompJMax. Ten. - All forces 250 Qb) or Was except when shown. TOP CHORD 2.3--1754/429, 3A>1469/318, 4.5=1268/316, 5-6=1469/318, &7=17641430 BOTCHORD 2-11=-369/1496,10-11=157/1268,9-10=15711268,7-9=271/1496 WEBS 3.11=.321246,4-11=15/356,5.9>15r&%,6-9=321246 Structure] wood sheathing directly applied or 3-10-3 oc pudins. Rigid ceiling directly applied or 9-4-8 cc 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=S.Opsh 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 prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjcm(s) except (It=lb) 2=321, 7=321. LOAD CASE(S) Standard . / PE 76051 A` -fl 1 STA OF �o le 4� \ OORIL�G L a job Imss type Fly Meadowood Awlon�Msar, ITruss B5 Roor Special 1 1 .lob Reterenca (optional) s rn T., FL Pferre, FL, 34951 tx. Run: Dead Load Dell.=1/8In 04 = 3x5= 3x8= 3x4= 3x8= 3x5= BSO 14-10-0 23-0-0 8-6-0 1 64-0 I 8S0 Plate Offsets KY 12:G-1-3,0-0.21 13.0-2-0,0-2-47, f/•0-2-0 G-2-01 18:0-1-30-G-21.113:0-2-3 0-0-8) 115:0-23 0-0-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Ildell Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.54 Vert(LL) -0.11 12-19 >999 240 MT20 244/190 TOOL 15.0 LumberDOL 1.25 BC 0.65 Vert(CT) -02512-19 >999 180 BOLL 0.0 Rep Stress Ina YES WB 0.30 Horz(CT) 0.04 8 nla n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight125lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP Nora TOP CHORD Structural wood sheathing directly applied or 3.7-9 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-9-2 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left 2x4 SP No.3, Right 2x4 SP N0.3 REACTIONS. (size) 2=0-8-0 (min. 0-13), e=0-8-0 (min. 0-1-8) Max Horz2=119(1-C 6) Max Upli02=350(LC 8), 8=-350(LC 9) Max Grav2=1195(LC 1), 8=1195(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shovm. TOP CHORD 23=-16721431, 34>1571/443, 4-5=1822/555, 5-6>1822/555, 6-7=1571/443, 7-8=16721431 BOT CHORD 2-12=947/1394,11-12=20311178, 10.11=203/1178, 8.10=23811394 WEBS 3-12=-61/416, 4-12--884/296, 5-12=2821788, 5-10=282/788, 6-10=-883f295, 7-10=-62/416 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=S.Cpsf, h=16ft CaL II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber OOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent rater ponding. 4) All plates are MT20 plates unless othervrise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load noncancumant with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001E uplift atJoint(s) except at -lb) 2=350, 8=350. LOAD CASE(S) Standard PE7,6051�'h ` STP OF -2d " • <ORIDII'���� J00 I rus5 ype Meadowood AvalOm/efisen iTruss W P=fSmcWGirder 1 1 Job Reference o cnal sMnem Truss. FL Pierce, FL, M951 04 = Dead Load Deft. = 3116 in 3x7= 314= 4x5= 3x10= 3x4= 3x7= 4-80 1143-0 V— 234-0 _ ' d-fi-0 I 711-0 I 7-0-0 ( 4-0-0 Plate Offsets MYI- 12:G5-15 0-0-101 f4.0-2-00-2-41 15'0.2-00-241 16.0.2-00-2.41 18:65-15 0-0-101 f10.0-1-12 0-1-81 113.0-14 2 0-1-81 114:0-2-30-0.81 116:0-2-3 0-0-e1 LOADING(psf) SPACING- 2-0-0 CSI. in Coe) I/de0 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.850.19 11-13 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.61-0.3711.13 FDEFL- >764 ISO BCLL 0.0 Rep Stress Ina NO WB 0.97 0.09 8 Na Na BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight 126 lb FT=20% LUMBER. TOP CHORD 2z4 SP No2 , BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3. OTHERS 2x4 SP No.3 WEDGE Left, 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-0-0 (min. 0-1-9), 8--"-0 (min. 0-1-9) Max Horz2=119(LC 7) Max Upli82=-694(LC 8), 8=694(LC 9) Max Gmv2=1B84(LC 1), 8=1884(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-3-0 oc pudins. BOT CHORD Rigid calling directly applied or 6-11-14 oc bracing. FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=321511154, 3-24=2842I1080, 24.25=2842J1080, 4-25=2842/1080, 4-5=-22961815, 55=22961815, 6-26=2842/1080, 26-27=2842/1080, 7-27=284211080, 75=321511155 BOT CHORD 2-13=10162777,13.28=1206I3318, 12-28=120613318,11.12=-1206f3318, 11-29=111813318,10-29=111813318, 8-10=9352777 WEBS 3-13=26611126, 4-13=8601317, 4-11=14811691, 5-11=53811592, 6-11=1481/691, 6-10=860f317, 7-10=267/1126 NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf, BCDL=5.0psf, h=16ft; CaL 11; 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 ere MT20 plates unlessotherwise indicated. 5) This buss has been designed for a 10.0 psf 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 joint(s) except (It -lb) 2=694, 8=694. 7) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s)144 lb down and 153 lb up at 4.841, 98 lb down and 104 lb up at 5-0-12, 200lb down and 141 lb up at 5-94, 2001b down and 141 lb up at 17-6-12, and 98lb down and 104 lb up at 18-34, and 144lb down and 153 Ib up at 184e-0 an top chord, and 100 lb down at 448-0, 46 lb down at 5-0-12, 365 lb down and 119lb up at 5-94. 365 lb down and 119 lb up at 17-0.12, and 46 lb down at 1834, and 100 lb down at 1841-0 on bottom chord. The design/selectlon 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 front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 13=70. 34=70, 45=70, 5E=70, 6.7=70, 7-9=70, 18-21=20 Continued on page 2 i PE 76051 A, �-P i0<ORIOY%�� Ss �NAL`NG� Naa Imw lype MeadumW Ijw Avelon,Artlsen BB pm(Spedd Gb er 1 1 Job Referenm o onal swanem Truss, FL Plerne, FL, 36e51 R a1308 0f121201a RvR B]30s04212p18 MTak lrtlueNo,Irc ww Metl izZ lb[ le ae ID2944 5Vs?Ionr i2g5MnoriCoyODnciAFeMTwHifAQ1MnB4"AAB3y7MEMp[1XMbRXrb _ LOAD CASE(S) Standard Col tinted Loads (Ib) Vert 3=£4(B) 7=-84(e)19=43(B)10=43(B) 24-S8(8) 25--160(B) 26=150(3) 27=-58(B) 28=365(B) 29�365(B) c 00ENgF�`�/i r i PE 7.6051 At -1) � STAT OF ��p�PNG�y�i��� JOU Nss Inuss type MeadOWOOd Avalon-Adsan 01 Ruof 6pedal 1 1 Job Reference Loption,all SaWhem Truss, R Pl . FL; N951 3.4 — Sxe= 1x411 4x7 = 10 9 a 7 6 2x6 II 3.9 4x5 = 3x5 = 314 = 5-0-4 108-e 20Sa 544 54d 10-D-0 Dead Load Den. =114In Plate Offsets MYF- f1.0-1-8 0.3-01 13.,0-54 0-2-01 16.0.2-0 0-i-81 110'0-3-00-1-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL In (loc) Well LId PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.27 6-7 >915 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 Be 0.86 Vert(CT) -0.54 6-7 >453 180 SCLL 0.0 Rep Stress Ina YES WB 0.87 H=(CT) 0.16 6 n/a We BCDL 10.0 Code FBC2017frP12014 Matrix -MS WeighL'155tb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 ' TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOTCHORD OTHERS 2x4 SP No.3 WEBS REACTIONS. (size) 6--Mechanical. 12=10echanical Max Horz 12=247(LC 9) Max UpIiR6=216(LC 9), 12=293(LC 4) Max Grav6=921(LC 1), 12=890(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4941211, 2-3=49412l 1, 3-0=-802f229 BOT CHORD &9=571643, 7-8=571643, 6-7=1441666 ' WEBS 1-9=2941822, 2-9=4141237, 3-9=263/109, 3-7=451330, 4-6=-898213,1-12-892r294 Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt 3-9 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=5.0psf; h=16ft; Cat II; Exp C; End., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load noncancanrent with any other live loads. 4) Refer to girder(s) for lass to buss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb upfdt at joint(s) except at --lb) 6=216, 12=293. LOAD CASE(S) Standard \p _ �00ENgF.`��i�i STAT OOFi r� :Z 3•zo-1 � � � 1 /ORIOi /Ss �NAL1 NG\\\��� JOD Iruss lruss Iwo Meadev/ Avabn-Mti,an C2 P.Wspedal 1 1 Job Reference tlorW .�'000iBrn 1 rasa, R alerae. FL, 34951 3x4 = 4xa = Dead Load Dell. =1181n 11 2x411 3x8= 3x4= 314= 2x811 6-0d 12V 20-68 �4 I s4 I saa I aao Plate Offsets (X,YI— 13:0-54.0-2-01 f4:0-1-0,0-1-87 15:03-0 0-0-01 LOADING(psf) SPACING- 240-0 CSI. DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.11 5-6 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 BC 0.52 Vert(CT) -0.23 5-0 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.51 Horz(CT) 0.01 5 n/a n1a BCDL 10.0 Code FBC2017/IPI2014 Matrix -MS Weight 134 lb F7=20/ LUMBER- BRACING - TOP CHORD 2x4 SP No2'Except' TOP CHORD T'2x4 SP M 31 . BOT CHORD 2x4 SP No2 BOT CHORD WEBS 2x4 SP Na.3 WEBS REACTIONS. (size) 9=Mechanical, S=Medranlcal Max Hor49=197(LC 9) Max Upli99=319(LC 4). 5=190(LC 9) Max Gmv9=919(LC 1).5=919(LC 1) FORCES. (Ib) - Max CompJMax. Ten. -All forces 250 Vb) or less except when shown. TOP CHORD 1-9=-861/344,1-2=-642/227, 23=642/227, 3-4=915219, 4-5-843224 BOT CHORD 7-8=1071706, 6-7=-1071706 WEBS 1-8=3281925, 2-8=-088294, 4E=96/655 Structural wood sheathing directly applied or 6-0-0 oc purtins, except end verticals. Rigid ceiling directly applied or 10-" oc bracing. 1 Raw at midpt 3-8 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3•second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=S.OpsF h=16fk Cat It; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live 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 (it -lb) 9=319, 5=190. LOAD CASE(S) Standard �_—� Fir . FT��j. GENS+�,•�NN�i PE 76051 Lie 7:7-in ; STAT O / `' so AL et881111111\0G\,. 3c JOD INSS Inuss type ty plyMeadmeootl Avalnn-/vtisen W Roof specs] 1 1 Job Rarerence o tional 314 = 1x4 II 4x7 = 1 2 3 Dead Load Deft =11161n 11 G 8 7 6 21411 = 3x4— 3x4= W 11 744 14-8-8 ZOAA Plate Offsets (XY)- r1:D-1-12.0-1-8t, r3:0-54.0-24t r4:0-14 0-1-81,18:0-2-8.0-1-8) LOADING(pst) SPACING- 24)-0 CSI. DEFL in Qoc) tldell Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Verl(LL) .0.07 8-9 >999 240 MT20 2441190 TCDL 15.0 LumberDOL 125 BC 0.52 Vert(CT) -0.15 8-9 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.58 Horz(CT) 0.01 5 Na n1a BCDL 10.0 Code FBC2017fiP12014 Matrix -MS Weight•1261b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No2 WEBS 2x4 SP No.3 REACTIONS. (size) 9=10ec hanlral, 5-Mechanical Max Horz9=147(LC 9) Max Upli(t9=-317(LC 4), 5=-215(LC 4) Max G2v9=919(LC 1), 5=919(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 1-9=654/346,1-2=-637294, 2-0=837294, 34=-691242, 4-5=666239 BOT CHORD 7-8=1511713, 6-7-1511713 WEBS 1.8=36611039, 2-8=5861343, 4ai=154/740 BRACING - TOP CHORD Structural wood sheathing directly applied or4-11-7 oc purtins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsh h=16ft; Cat II; Exp C; End., GCpi=0.18; MWFRS (emrelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent %rater ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) Refer to girder(s) for buss to truss connections. 5) Provide mechanical connection (by other:) of truss to bearing plate capable of vnthstanding 100 lb uplift atjolnt(s) except at -lb) 9=317, 5=215. LOAD CASE(S) Standard \ . �`GEN$�.`� j PE 76051.')\ ' VWfiOF ( 7 `O3�/ 4$0 x 1 Job Truss, lmss lype Meado+u0otl Aralon-Adisen C4 Roof9pedol 1 1 Jab Reference o donal muuxm imss, rr, ram, ram, satyr Dead Load Dail. = 114 in 3x4 = 1.4 II 3.5 = 3,4 = 1 2 �q 4 5 414 = 6.00 12 11 70 9 8 2xaz3z5= 1 3x4= 1x4 It US 2x4 II Plate Offsets (X.Y)-11:0-1-12.0-1-8] 15:0-2-4,0.2-41.111:0-1420.1.81 LOADING(pst) SPACING- 2-0-0 CSI. DEFL in (hoc) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.84 Vert(LL) 0.27 8-9 >905 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(CT) .0.46 8-9 >534 180 BCLL 0.0 Rep Stress Ina YES WB OA7 Hom(CT) 0.02 7 n1a We BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight1191b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 • BOT CHORD REACTIONS. (size) 12=Mechanical, 7--Mechanical Max Horz 12=97(LC 9) Max Upliftl2— 314(LC 4), 7=245(LC 4) Max Grav12=919(LC 1). 7=W9(LC 1) FORCES. 01b) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12>92 V356, 1-2=937/327, 2-3--9371327, 3-0=-937/327, 4-5=-672247, &fi=-603243, 6-7=907267 BOT CHORD 10-11=271/937, 9-10=271/937, 8-9=-2711937 WEBS 1-11=-43211236, 2-11--5481288, 4-8 3501143, 68=215/806 Structural wood sheathing directly applied or 4-3 4 oc pudins, except end verticals. Rigid ceiling directly appried or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. NOTES- 1) Wind: ASCE 7-10; Vu1r160mph (3-second gust) Vasd=124mph; TCDL=5.OpsF, BCDL=S.Opsf; h=16ft; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to preventwater ponding. 3) This truss has been designed fora 10.0 per bottom chord live load nonconcurrent with any other live loads. 4) Referto girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b)12--314, 7=245. LOAD CASE(S) Standard \\�\1 i ��MI 8 NGEN fill/ ��i// Q �° l/ T . / PE 76051 �1 ' E-VAt, ASTA OF T�� S �� • �-Zo•1 q i tv RLD ce� :2 JOD truss lype y Meadmoad Av W.Ar6san ITruss C5 Rod SpecWGirder 1 1 Job Reference o tional SauNem Truss, Ft Plerm, FL, U951 3x8= 1x411 3x5= 319= 1 13 14 15 2 16 3 17 4 18 19 Dead Load Del. =1/S in 6.00 12 4x5 = 20 5 4x4 < 6 21 22 23 11 24 25 10 28 9 27 28 29 8 7 12 4x8= 4x5= U411 Us 2x611 Us 11 tt7 1251 1841-8 20-8-8 637 1 G1-11 i 6S7 l 2� Plate Offsets fXyl- r4'0-1-1z 0-1-Bt 15:0-3-00-241 18.0-" 0-1-81 r11.05-0 0-1-e1 f 120-3-0 0-14d] - - - - LOADING(psf) SPACING- 2-0-0 CSI. DEFL in Doc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.78 VerkU) 0.10 9-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 125 BC OA6 Vert(CT) -0.19 9-11 >999 180 BCLL 0.0 Rep Stress Ina NO WB 0.92 Horz(CT) 0.04 7 n/a rda BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight 121 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 311Except' TOP CHORD T3: 2x4 SP No2 . BOT CHORD 2x4 SP M 31 • BOT CHORD WEBS 2x4 SP No.3 -Except* WEBS W2: 2x4 SP No.2 REACTIONS. (size) 12=Mechanical, 7=Mechanlral Max Horz 12-47(LC 22) Max UpliR12=765(LC 4), 7=684(LC 4) Max Grav12--1997(LC 1), 7=1864(LC 1) FORCES. (to) -Max Comp./Max. Ten. - All forces 250 (lb) or less exceptwhen shown. TOP CHORD 1-12=1836/822,1.13=24261931, 13-14=24261931, 14-15=24261931, 2-15-2426/931, 2-16-24261931, 3-16-2426/931, 3-17-2426/931, 4-17-24261931, 4-18=1018/394, 18-19=10laW4,19-20=10181394, 5-20=10181394, 5-6=1127/408, 6-7=1899/663 BOT CHORD 11.24=10362735, 24-25-10362735,10-25-10362735, 10-26-10362735, 9-26=10362735, 9-27=10362735, 27-28=10362735, 28-29=10362735, 8-29=10362735 WEBS 1-11=10592760,2-11-904/621,4-11r-361/154, 4-9=0/526,4-8-20061/89, 6.8=62711739 Structural wood sheathing directly applied or 4-3-11 oc puffins, except and verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at midpt 1-12. 4-8 NOTES- 1) Wind: ASCE 7-10; VuR=160mph (3-second gust) Vasd=124mph; TCDL=5.Opst,, BCDL-5.0psh h=161F Cat 11; Exp C; End., GCPI=0.18; MWFRS (envelope); Lumber DOL=1.60 plate gdp DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) 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 (jt=1b)12=765, 7=684. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)150 lb down and 163 lb up at 0-9 4, 137 lb down and 168 lb up at 2-94, 137 lb down and 168 lb up at 4-94, 137 lb down and 168 lb up at 6-9-4, 137 It, doom and 168 lb up at 8-94, 137lb dawn and 168 to up at 10-94,137 tb down and 168 lb up at 12-94, 137 lb down and 168 lb up at 14-94, and 137 lb down and 168 lb up at 16-9-4, and 137 lb down and 168 lb up at 18-e-0 on top chord, and 99 Ib dawn at 0-94. 91 lb down at 2-94, 91 lb down at 4-9-4,91 lb down at 6-9-4. 91 lb dawn at 8-94, 91 lb down at 10-94, 91 lb down at 12-94, 91 Ib down at 14-9-4, and 91 lb down at 16-94, and 91 lb down at 18-94 on bottom chord. The designIselectlon 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 batik (B). \\\ M 8 LOAD CASE(S) Standard 1) Dead Roof Live (balanced): Lumber Increase=125, Plate Increase=1.25 Uniform Loads (pit) Vert: 15=70, 5-6=70, 7.12=20 Continued on page 2 \�U / / \GENg��`i PE 7.6051, % nS 'b 1 S7-A OF .`4ORID i�l/Fss/o NN ,�: ion T=s Imm lype ueaavevoe Avalon-Artlssn CS July lely Roof SpeeWG m 1 1 Job Reference tlanai SpM@In Tess. Ft Plates. FL. MW Run:823ps OG 212019PMC 8230a OG 2!X M7eN IItluSLbe, InC WaO Mar Ia ICJtl:'In2ultl ID:?5Vs944?kmmi2g5MnodQglO) aXYV9CPhnmlhsVz5yJK18s1Ef3d_dhx7WXwgKn�F.h Rw LOAD CASE(S) Standard Concentrated Loads (Ib) Vert 3=137(8) 5---137(B) 8=-64(B)13=-150(6)14=-137(B)15=137(B)16=137(B)17=137(B)18=137(B)19=137(8) 20=137(B) 21=68(B) 22=-64(B) 23=-64(B) 24=-64(B) 25=64(8) 26=64(B) 27=-64(B) 28=64(B) 29- "B) \NNN �! ��GEPISF:;��ii i PE 76051 �t fl STAT OF Job truss iniss.type y MP2tlOxootl Avalon-Ar2san C.12 Dia9onat Hip Girder, 2 t Job Reference o lional Swinam 1n155, rc Yx:R8, r4, Aasel 2-8.7 2A7 Plate Offsets KY) - f2:0.4-12 0-0-51. [5:0-2-3.0-0-e] LOADING(pst) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.02 4-11 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.42 Vert(CT) 0.02 4-11 >999 180 BCLL 0.0 Rep Stress Ina NO WB 0.00 Hotz(CT) 0.01 2 rda ale BCDL 10.0 Code FBC20171IPI2014 Matrix -MP Weight 181b FT=2(% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=10echanical,2=0-11-0 (min. 0-1-8), 4=Mechanical Max Horz2=122(LC 20) Max Uplittl=91(LC 17), 2=285(LC 4), 4=50(LC 17) Max Grav3=88(LC 20), 2=382(LC 1), 4=78(LC 20) FORCES. Qb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural vAwtl sheathing directly applied or 2-8-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10 )-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-semnd gust) Vasd=124mph; TCDL=5.Opst BCDL=5.0psF h=16ft; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This buss has been designed for a 10.0 pat bottom chord live load nonconwnent with any other live loads. 3) Referto girders) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 lb uplift atjoint(s) 3,4 except Gt=-lb) 2=285. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 95 lb down and 132 Ib up at 1-6-1, and 95 lb down and 132 lb up at 1-6-1 on top chord. The designlselection of such connection device(s) Is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Un'rfonn Loads (pit) Vat i-3-70, 4-9=20 Concentrated Loads cab) Vert 12=11l(F=55, 8=55) , MI S/ ` i PE 7,6051,,A I,, A.> ' "fl STA OF �� rq �74C, �ORI�P%G�NN, //7s�ONAL`�N�\\\� Job Inuss imss lype Meado+md Av .,A is W42 jury 1pry DIAGONAL HIP GIRDER 1 1 Job Reference (optional) SpuNpm lNSs, YL nvm,YL, ;Y4e=1 Run:81080G 21 Zela PleiC aT3aS Otl 212e1tl NJ relt lnGYSrtI¢S, Inc. wwmxla13:3e:11 "Lul'J Bl ID:2SYs9447kmmi2g5MnoriCayODm-TKwd272HVxalHFLQ91axSJOSnNPPEQgNSD"dBzb Ru -2815 5-9-15 ' 2-9-15 ( 5-9-15 Plate Offsets (XY)- r5:0-2-3.0-0-81 LOADING(psi) SPACING- 24)-0 CSI. DEFL. in (too) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.14 4.11 >498 240 Mull 244/190 TCDL 15.0 Lumber DOL 1.25 SC 0.24 Vert(CT) -0.14 4-11 >478 180 BCLL 0.0 Rep Stress Ina NO WS 0.00 Horz(CT) 0.02 2 n1a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight 27 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 OTHERS 2x4 SP No2'Except• 02: 2x4 SP No.3 REACTIONS. (size) 3=Mechanlwl,2=0-10-15 (min. 0-1.8), 4=Mechanical Max Hoa2=177(LC 20) Max UpIi83=139(LC 8). 2=294(LC 4), 4=11(LC 17) Max Gmv3=157(LC 31), 2=409(LC 31), 4=124(LC 20) FORCES. Ob) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-9-15 oc pudins. BOT CHORD Rigid ceiling directly applied or 104)-0 0o bmdng. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL-S.Opst BCOL=S.Opsf; h=16ft; Cat 11; Exp C; End., GCp1=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 five load nonconctmenl with any other live loads. 3) Refer to girders) for lass to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift stjoird(s) 4 except at -lb) 3=139, 2=294. 5) Hanger(s) or other connection devices) shall be provided suffident to support concentrated load(s)101 lb dawn and 141 lb up at 1-6-1, 101 lb down and 141 to up at 151, and 82 lb dawn and 82 lb up at 4.4-0, and 82 lb down and 82 lb up at I I on top chord, and 33 lb down and 93 lb up at 1-6-1. 33 lb down and 93lb up at 1-0-1, and 33 to down and 51b up at 4-", and 33 lb down and 5lb up at 4-4-0 on botom chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or hack (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=125, Plate Increase=1.25 Uniform Loads (plf) Vert:1-3=-70, 4.9=20 Concentrated Loads (lb) Vert 12=119(F=60, B=60)14=103(F=51, B--51) M 8ilii,�i PE 76051 itr j 1 OF Oo``Q<O IR D��� -'910NjjtENG\\ ,[ 7- o ruu mss ype Nea4ovooa Avalon-/utisan GMa Oiagmal Frp a'vEer 1 2 Job Reference o tIma1 .l'Wplartl1N59.r•,. r,er0%, rL.,,M`Jal gla:9.906 OC121 AIIa YNICtlL1UerIQ LI [UItl MIIaN IaOlbQl45, nW WeaM,131z:j" "NIe YBBaI ID:25Ys944?Ianrrd2g5MnodMo Drx-y=go6?g2 3 0M )(_tYpUfSDCBgp8hg.--.J dzbMRt -2- N 5 811 2-9-15 I 6511 h Plate Offsets (X,Y)- 15:0-2-3.0-0-8) LOADING(psf) SPACING- 24}-0 CSI. DEFL in Quo) VdeO L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Ved(LL) -0.16 4-11 >471 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC OA2 Vert(CT) -0.19 4-11 >395 180 BCLL 0.0 Rep Stress Ina NO WB 0.00 HorgCT) 0.02 2 n/a n/a BCDL 10.0 Code FBC2017/IP12014 Matrix -MP Weight: 29 lb FT=20% LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No2 OTHERS 2x4 SP No2 'Except* 02:2x4 SP No.3 REACTIONS. (size) 3=10echanical, 24-10-15 (min. 0-1-8), 4=Mechanical Max Horz2=167(LC 4) Max UplI t3=154(LC 8), 2=-225(LC 4) Max Grev3=178(LC 31), 2=387(LC 31), 4=110(LC 27) FORCES. (lb) - Max. CcmpJMax. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or G." oc purlins. 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=5.0psf; BCOL=S.Opsf, h=168; 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 nonamcument 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 100lb uplift at jolm(s) except at -lb) 3=154, 2=225. 5) Hanger(s) or other ocnnection device(s) shall be provided sut8dent to support concentrated load(s)101 lb dawn and 141 lb up at 1-6-1. 101 Ib down and 141 Ib up at 1-&l, end 821b doom and 821b up at 4-0-0, and 82lb down and 821b up at 4-4-0 on top chord, and 331b down and 93 lb up at 1-6-1, 33 lb down and 93 lb up at 1-6i1, and 33 lb down and 5lb up at 4-4-0, and 33 lb down and 5lb up at 4-4-0 on bottom chord. The designiselection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front IF) or back (B). LOAD CASE(S) Standard 1) Dead t Roof Live (balanced): Lumber Increase=125, Plate Increase=1.25 Uniform Loads (pit) Vert 3-12=70, 4.9=20 Concentrated Loads Vb) Vert: 13=119(F=60, B=60)15=103(F=51,B=51) i PE -16051 7:' Zj 1 >3 STAT OF o N55 nuns lype Ply Meadowed Avalon -Milan 01 July Mmopadr 1 t .loh Reference(optional Southern Truss. FL Pierce, FL, 34951 3 1x 3x4 It 2x6 11 6.ne112 6 MT20HS= 34 = 1x4 11 3x4 = 7-93 THIS H 1641-0 r 7-93 I 7-6-5 Dead Load Dan.=1/161n Plate Offsets (XVF- 17.0-3-0 0-"1 t8.0-3A 0-0.O1 t9:0-1-12 0-1-87 t11:0-23 0-0-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 8de8 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.73 Vert(LL) 0.09 1D-15 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.17 9-10 >999 180 MT20HS 1871143 BCLL 0.0 Rep Stress Ina YES WB 0.31 Horz(CT) -0.03 7 We n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Weight 941b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP N0 2 ' TOP CHORD BOT CHORD 2x4 SP No.2 `E=pr B2: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 WEBS OTHERS 2x4 SP No.3 REACTIONS. (size) 7=Merhanical, 2=0-8-0 (min. 0-1-8) Max Horz2=438(LC 8) Max Upli117=337(1-C 8), 2=-200(LC 8) Max Gmv7=704(LC 1), 2=867(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-3>10021113 BOT CHORD 2-10=389f799, 9-10=-3891799, 8-9�-155I452 WEBS 3-10=0/344, 39=810/391 Structural wood sheathing directly applied or 4-11-2 oc pudins, except and verticals. Rigid ceiling directly applied or 9-0-15 oc bracing. 1 Row at midpt 3-9 NOTES- 1) Wind: ASCE 7.10; Vult=160mph (&second gust) Vasd=124mph; TCDL=5.0psf, BCDL=5.0psf; h=16ft; CaL II; Fxp 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 nonconarrrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of thus to bearing plate capable of withstanding 100lb uplift at joint(s) except Qt=1b) 7=337, 2--zoo. LOAD CASE(S) Standard IN z- i PE 7.6051At ZZfl STAT OF 7 .5 Job- lruss Truss lype Meador AWO. AdLsan D2 Mp , h h 2 1 Job Reference (optional) as II 6.00 12 7 3x4 = 3X6 It 1x4 II 1x4 II Dead Load Deli.-5116In LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TO 0.83 Vert(LL) 0.40 11-12 >473 240 MT20 2441190 TOOL 15.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.56 11-12 >342 180 MT20HS 1871143 BCLL 0.0 Rep Stress [nor YES WS 0.47 Horz(CT) 0.18 8 n1a We BCDL 10.0 Code FBC2017/rPI2014 Matrix -MS Weight:112lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP N0.2'Excepr B2: 2x4 SP M 31, B4,F2: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 8--Mechanical, 2=0-" (min. 0-1-8) Max Hoa2=438(LC 8) Max UpIHW=337(LC 8), 2=200(LC 8) Max Gmv8=704(LC 1), 2=867(LC 1) FORCES. 0b) - Max. Comp./Max. Ten. - A I forces 250 01b) or less except when shown. TOP CHORD 23=-685/0, 3d=-12201261, 4-5=176/42, 5.6=-055/63 BOT CHORD 2-14=3151522, 13-14=-315/522, 12-13=206/380, 3-12=1921515, 11-12=S11/1047, 6-9=180/514, 8-9=1661337 WEBS 4.11=0262, 9-11=527/1047, 4-9=-771/373, 6-8=.6W/d38, 3-14=5491310 Structural wood sheathing directly applied or 2-2-0 oc puriins, except end verticals. Rigid ceiling directly applied or 9-7-3 oc bracing. Except 6-0-0 oc bracing: 9-10 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psb BCDL=5.0psh h=16ft; Cat II; Exp C; Encl.. 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 rive load noncencunent with 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 100lb uplift atjoint(s) except at -lb) 8=337. 2=200. LOAD CASE(S) Standard r i PE 76051/1i .STA OF 4�32d tq 'tv �'c • <ORIDP��Iti�� s/0NA1- eNG������ Job N55 - russ lypeMeadv+iood Aram-An'san 03 MmopitN t 7 I hb Reference f.cilaaft Trua9, FL Puutre, FL, 34951 2x4 11 6.00 12 7 3x4 G 6 3x5 i q 3x4 4 5 h 4 D i NOP2x STP 4 N STP= 9W a 2 3x4= 12r10 II 12 144x6M2HSII 15 14 =41 II 1x411 1.4 II 3x5 11 1x4 II 314 = U4 II 1-64i �245-0, e-0-0 13-0-0 15-3-8 1&Ofi � 1-&6 t1-1 53-0 I Sd[I I t.11A�i1147. Dead Load DeG. - 5116 in Plate Offsets (X,YI— 110:0-6 4.0-2-01.113:0-4-0.0-048 ,114:0-2-4 G-0-41 116:0-2-30-0-81 LOADING(psf) SPACING- 240-0 CST. DEFL. in (loo) War Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.39 12-13 >468 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.5412-13 >339 180 MT20HS 1871143 BCLL 0.0 Rep Stress Ina YES WB 0.40 Horz(CT) 0.16 8 r9a n/a BCDL 10.0 Code FBC2017/1-PI2014 Matrix -MS Weight1111b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* B2: 2x4 SP M31, B4,F2.2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 6=0-8-0 (min. 0-1-8), 2=0-8-0 (min. 0-1-8), 9--0&0 (min. 0-1-8) Max Horz2=438(LC 8) Max Uplifl8=116(LC 8), 2=190(I.0 8), 9=-231(LC 8) Max Gmv8=153(LC 1), 2=842(LC 1), 9=577(LC 1) FORCES. (lb) -Max. CompJMax.Ten. -Ali forces 250(lb) orless exceptwhen shown. TOP CHORD 2-3=656/0, 34=1146/231, 45--436133, 5-6=-415154 BOT CHORD 2-15=306/500,14.15=306/500,13-14=1991364, 3-13=-174/469, 12-13=-4831979, 6.10=121/358, 9-10=152289, 8-9=153Y291 WEBS 10-12=503/993, 4-10=706/338, 6-8=548/286, 3-15=527/3D1 Structural wood sheathing directly applied or 2-9-12 oo pudins, except end verticals. Rigid ceiling directly applied or 9-10-6 oc bracing. Except: 6-" cc bracing: 10-11 NOTES- 1) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psF, h=16f; CaL It: Exp C; End., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates ere MT20 plates unless otherwise Indicated. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconartent with any other live loads. 4) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 8=116. 2=190. 9=231. LOAD CASE(S) Standard o MI.131 \� . ENq . i + PE 7.6051 /Y7 F1'fl L STA OF ?�•1 ° ilv� O//ass ANAL ENG?�\\ rues__. NSS ype Y Meado Avalon-Adwn � Ma�eala t 1 Job Reference Lo2bonall SoeNem Tuns. FL P", tL, 39c151 3 1x Pon: 6.00 FiF 3x4 G 3x4 = 2x4 11 3x4= 3x5 II •�• „ 1x4 II Dead Load Defl. = 51161n LOADING(psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 240-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC2017frP12014 CSI. TC 0.80 BC 0.76 WB 0.48 Matrix -MS DEFL Vert(LL) Ved(CT) Horz(CT) in (loc) I/deb Lid 0.38 13-14 >475 240 .0.5413-14 >339 180 0.17 9 n/a n/a PLATES MT20 MT20HS Weighl:1101b GRIP 2441190 187/143 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 TOP CHORD Structural wood sheathing directly applied or 2-9.12 oc pudins, except HOT CHORD 2x4 SP No2-Excepr end verticals. 132: 2x4 SP M21, B4,F2: 2x4 SP No.3 HOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. Except: WEBS 2x4 SP No.3 S-" oc bracng: l l-12 OTHERS 2x4 SP N0.3 REACTIONS. (size) 9=0-" (min. 0-1-8), 2=0-8-0 (min. 0-1-8). 10=0-8-0 (min. 0-1-8) Max Hwz2-392(LC 8) Max Upli89=90(LC 4), 2=210(LC 8), 10=239(LC 8) Max GmvS=138(LC 1), 2=841(LC 1), 10=592(LC 1) FORCES. 0b)- Max. CompJMax. Ten. -All fames 260 (lb) or less except when shown. TOP CHORD 2-0=65510, 34=1143/269, 4-5=380/43, 5-6=-359164 BOT CHORD 2-16=2961499,15-16=2961499, 14-15=1941363, 314=172/468, 13-14=d721977, 6-11=1021323 WEBS 4-13==79, 11-13=4601907, 4-11=789/380, 6-9=519/249, 3-16=526/297 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; 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 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 100Ib uplift atjoird(s) 9 except Qt=lb) 2--210, 10=239. LOAD CASE(S) Standard V`CEN& '`,�ii i PE 76051J'Yt fl ` STAT OF Nas trust type 1J¢adVX0Dd jJob Avaim-rvirson 05 Mm p1ch 7 1 Job Reference (optional) Soudarn Truss, K PNxCe, R .3x951 3 1x 3x4= 314= W II 1-8-6 2&0, 8-0-0 134-0 15-0-e 16-0-0 It MU 1T sea, I sea, �,_„ate Dead Load Deli. = 5116 in Plate Offsets OLY)-- I5:U-2-00.2-8t 110:04i-0.0-2<I (13:0-4-0,0-0-81. (14:0-2-4 0-0-4] 116:0-2-30-0-81 LOADING(psf) SPACING- . 2-D-0 C&L DEFL in Qoc) Udell L/d PLATES GRIP TCLL 20.0 Piste Grip DOL 1.25 TC 0.85 Ved(LL) 0.37 12-13 >496 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.5412-13 >338 180 MT20HS 187/143 BCLL 0.0 Rep Stress Ina YES WB OA7 HOrz(CT) 0.17 8 n/a n/a BCOL 10.0 Code FBC2017/fP12014 Matrix -MS Weight 106 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 • TOP CHORD BOT CHORD 2x4 SP No.2'Except' B2: 2x4 SP M 31. B4,F2:2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 8=0-8-0 (min. D-1-8), 2=0-8-0 (min. 0-1-8), 9=G-" (min. 0-1.8) Max Horz2=342(LC 8) Max UpOfl8=126(LC 4), 2=225(LC 8). 9=224(LC 8) Max GmB=145(LC 18), 2--840(LC 1). 9=616(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (ib) or less except when shaven. TOP CHORD 2-3=-655I27, 3-0=1137290, 4-5=-383/87, 5{=258/101 BOT CHORD 2-15=2821500, 14-15=282/500,13-14=1851363, 3-13=15W459, 12-13=-0401969, 6-10=98/308, 9-10=99260, 8-9=100261 WEBS 4-12=0283, 10.12=-029/888, 4-10=771/367, 6-0=S051185, 3-15=527289 Structural wood sheathing directly applied or 2-2-0 oc pudins, except end vedicals. Rigid ceiling directly applied or 10-0-0 cc bracing. Except: S-M cc bracing: 10.11 NOTES. 1) Unbalanced Nof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult-160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=S.Opsf; h=161t; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless othervdse Indicated. 5) This truss 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 beating plate capable of vftstanding 100 lb uplift at joint(s) except (jt=1b) 8=126, 2=125,9=224. - LOAD CASE(S) Standard i PE 76051 At � � � 32tc�•1 q i t<, � job 1russ Iruss lype Meadowod Ardlon-Arbsan 116 jQtY 1pry I Manopltdt 1 1 Job Reference o 'onai apNhem Tess. tt rI01CB, rL. JOayl 3x4 = 3x4= 2x411 1446 2-8-0 6-0-0 13-0-0 15-36 16-0-0 � t$fi YI-11-t0' Sd-e I 5-0-0 I 1-1tA I B 13 Dead Load Dell. = 5/16 in Plate Offsets (XY)-- 15:0-2-0.0.2-81, (8:0-1-12.0-1-8), 110:0-7-0.0-2-01,113:04-0.0-0-87 M4.04-0.0-0-4t 116:0-23 0-0-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in Doc) Ildefl Lld PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.86 Vert(LL) 0.36 12-13 >502 240 MT20 244/190 TCDL 15.0 Lumber DOL 125 BC 0.76 Vert(CT) -0.55 12-13 >333 180 MT20HS 187/143 BCLL 0.0 Rep Stress lmx YES WB 0.43 Hoa(CT) 0.18 8 n1a nla BCDL 10.0 Code FBC2017/rP12014 Mabix-MS Weight: 102 lb FT=20% LUMBER- BRACING - TOP CHORD 20 SP No.2 . TOP CHORD BOT CHORD 2x4 SP No.2 *Except* B2: 2x4 SP M31, B4,F27.2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 OTHERS 20 SP No.3 REACTIONS. (size) 8=0-M (min. 0-1-8), 2=041-0 (min. 0-1-8), 9=0-8-0 (min. D-1-8) Max Horz2=292(LC 8) Max Upiift8=190(LC 6), 2=229(I.0 8), 9=289(LC 8) Max Gmv8=88(LC 8), 2=832(LC 1). 9=796(LC 1) FORCES. (lb) - Max CompJMa c Ten. - All forces 260 (lb) or less except when shown. TOP CHORD 2-3=-050/54, 3-4=1104275, 4-5=3801125, 5-6=2791108 BOT CHORD 2-15=259/498, 14-15=259/498,13-14=1B81360, 3-13=1121428, 12-13= 373/938, 9-10=109292, 8-9=110294 WEBS 4-12=0298, 10-12�336/797, 4-10=712I335, fi-6=493/180, 3-15=524271 Structural wood sheathing directly applied or 2-2-0 oc pudins, except end verBcels. Rigid ceiling directly applied or 104)-0 oc bracing. Except 6-0-0 oc bracing: 10-11 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCOL=5.0psf; BCDL=5.Opsf, h=16ft; 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 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 noncencurrent 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 (p=1b) 8=190, 2=229,9=289. LOAD CASE(S) Standard M ar��,�ii 7 � � T . ; PE 76051 A, ' 1-0 % STA OF ZZ ` /" i0'c ONAA1L �UQ Job Nse Imss ypa Meadowvod Avalon,6 san DT Mm*tch 1 1 Job Reference (optional) SouNem TN56, FC YItlrB, FL, 34951 Dead Load DetL = 6116In 4.8 = 30 = 2.4 11 1-B6 1 2-8-0 ri 8-0-0 1 t34-0 1 15341 �� t 1-8-6 0.t1-10 54-0 S4-0 1-1141 0.8-8 Plate Offsets MY)-f3:0.3-12,0-1-81 f4:0-S4,0-2-0117:0.1-12,0.1-81 f9:0-6-40.241 f12:0-0-00-0-81,f13:0.24.0-0d1115:0.2-3,0-0-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (Icc) VdeB L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TO 0.96 Vert(LL) 0.36 11-12 >502 240 MT20 244M90 TCDL 15.0 Lumber DOL 125 BC 0.78 Vert(CT) -0.5711-12 >318 180 MT20HS 187/143 BCLL 0.0 Rep Stress Ina YES WS 0.33 Horc(CT) 0.18 7 n1a No BCDL 10.0 Code FBC20171f P@014 Matrix -MS Weight 97 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 • TOP CHORD BOT CHORD 2x4 SP No2 *Except* BOT CHORD B2: 2x4 SP M-31, B4,F2:2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 7=0.8-0 (min. 0-1-8), 2=0-8-0 (min. 0-1-8).8=08-0 (min. 0-1-8) Max Horz2=242(LC 8) Max Uplift7=131(LC 4), 2=231(LC 8), 8=212(LC 8) Max Gmv7=125(LC 18), 2=836(LC 1), 8=698(LC 1) FORCES. (Ib) - Max. Comp/Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.3---660182, 34=10851262, 4-5=540202 BOT CHORD 2-14=-240/510, 13-14=240/510,12-13=153/365, 3-12=1181393,11-12=285f912, 8-9=186/510, 7-8=1861511 WEBS 4-11=01286, 9-11=285/863, 4-9--418/1g1, 5-7=714/256, 3-14=534258 Structural wood sheathing directly applied, except end verticals. Rigid ceNng directly applied or 1040.0 cc bracing. Except 64)-0 cc bracing: 9-10 NOTES. 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; VuIt-160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf, BCDL=5.Opsf; h=16ft; Cat II; Exp C; End., GCpF-0.18; MWFRS (envelope); Lumber OOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pointing. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live lead nonconcurrem with any other live loads. 6) Provide mechanical connection (by others) of tmss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt4b) 7=131, 2=231, 8=212. LOAD CASE(S) Standard PE 76051 -a � STA OF _��� ZONAL •L(' Job Wise Ns5 lypo Meada+.ob0 Avalaa-ANsen Da July 1ply Hal Kp GIMer 1 1 Job Reference (optional) aauuullll Truss, rt r,erm, r�., a{wl H M 6.230 a Or1212ly � a I s 0421 ale MRex IMasaIP9, Inc ww Mena lL b:l ale Page l ID:25Ys944?Ionmi2g5MnodCoyODaj3fJ W7641G31KfR4SYIhoLBeDPP80FJ95MVuSAzbMR1 -2-0-0 6-0.0 10-7-12 153-8 1s-0{1 F 2-0-0 1 6-0-0 1 4-7-12 1 4-7-12 038 4x7 = 1X4 II 3 17 18 4 19 3X4 = 2x4 11 20 5 6 6-0-0 10.7-12 15341 1MA r fi-0-0 1 4-7-12 1 4-7-12 10 8 Plate Offsets O(.Y1— 13:0-54.0-2-01,112.42-3,0-0-81 LOADING(pst) SPACING- 2-00 CSI. DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC OA7 Vert(LL) 0.04 11-16 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Ved(CT) -0.0711-16 >999 180 BCLL 0.0 Rep Stress Ina NO WS 0.28 Horz(CT) -0.01 2 n1a nYa BCDL 10.0 Code FBC2017JTP12014 Matrix -MS Weight 85 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 SP Ne2 . TOP CHORD BOT CHORD 2x4 SP No.2 •Except• B2:2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 7=041-0 (min. 0-1-8), 2=D8-0 (min. 0-1-8), 8=G&0 (min. 0-1-8) Max Horz2--192(LC 8) Max Uplft7=104(LC 1), 2=-229(LC 8), 8=348(LC 5) Max Grav7=87(LC 4), 2=759(LC 1), 8=782(LC 32) FORCES. (Ih)-Max. CempJMax.Ten. -All forces 250(Ib) crises exceptwhen shown. TOP CHORD 2-3=-8451238, 3-17=-605227,17-18=605f227, 4-18=605/227, 4-19�605227, 19-20=-605227, 520=6051227 BOT CHORD 2-11=2491681, 10-11=2471691, 5-8=70IMM WEBS 4-10=295212, 5-10=2831133 Structural wood sheathing directly applied or 5-93 oc puffins, except and verticals. Rigid calling directly applied or 10-0-0 oc bracing, Except 6-0-0 oc bracing: 7-8. 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=S.OpsF h=16ft; Cat 11; Exp C; End., 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 par bottom chord live lead nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 Ill uplift at joint(s) except (II ---lb) 7=104, 2=229, 8=348. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)107Ill down and 42 Ill up at 6-0-0, 114 lb down and 42 Ill up at 8-0-12, 114 lb down and 42 lb up at 10-0-12, 1141b down and 42 lb up at 12-0-12, and 114 Ill down and 42 lb up at 14-0-12, and 92 lb down and 191b up at 15-104 on top chord. The design/selection 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 front (F) or batik (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=125, Plate increase=1.25 Uniform Loads (pll) Vert 13=70, 3-6i=70, 9-14=20, 7-8=20 Concentrated Loads (lb) Vert 3=42(F) 6=17(F)17=42(F)18=42(F)19=42(F) 20=42(F) i PE 76051 A, STA OF � SSor�1�NG\\\\,. i job truss I Was I ype NY Meadownotl Avalon -A G DarMONOPDCH GIRDER 1 2 Job Reference o tional Truss, Ft,FL. 3951 Run:aa305 212a19 PNR a.230a OG 21201aMRek ntliahiss, Inc W Nw1312:3a312019 Bel ID:25ys944?kmmi2g5MnorlCoyODm-BFOhl76KxZB9xpOGOGDWLZkgtp1) e61h0ER ¢bMRk 533 s3a I s4I- -04f t2§ 3 2.411 amr 3x54 6 3x4= 2x4 II 6a= 2x8 II Dead Load Deft. =1116 In LOADING(psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-U0 Plate Grip DOL 125 Lumber DOL 1.25 Rep Stress Ina NO Code FBC2017/fP12014 CSI. TC 0.29 BC OAS WB 0.56 Matrix -MS DEFL in (loci) Well Lid Vert(LL) 0.09 11.12 >999 240 Vert(CT)-0.1511-12 >999 180 Horz(CT) 0.02 10 n/a n1a PLATES MT20 Weight 271 lb GRIP 2441190 FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.6-13 oc purlms, except SOT CHORD 2x6 SP No.2 *Except' end verticals. B7: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing, Except WEBS 2x4 SP No.3 6-0-0 oc bracing: 7-8. 6-0-0 Go bracing: 8-10 REACTIONS. (size) 1=041-0 (min. G-1-0), 10=0-" (min. 0-2-9) Max Float=409(LC 21) Max UpIiR1=724(LC 8), 10=2540(LC 8) Max Gmvl=2319(LC 1), 10=6203(LC 1) FORCES. (lb) -Max. CompJMax.Ten. -All forces 250 Qb) orless exceptwhen shown. TOP CHORD 1-2--4617/1526, 2-3=28911837, 3-4=-27591849, 45=269/427 BOT CHORD 1-12=1689/4230,12-16=1689/4230, 16-17=168914230,11-17=168914230,' 8-10=4848/2109, 5-8=n29/877 WEBS 2-12=51511496, 2-11=1943/822, 4-11=10272951, 4-8=.3420/1339, 57=-00611159, 8.11=10322625 NOTES- 1) 2-ply truss to be connected togetherwith 10d (0.131'x3') nags as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 Go. Bottom chords connected as follows: 2x6 -2 rows staggered at 0-5-0 Go. Webs connected as follows: 2x4 -1 cow at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=160mph (3semnd gust) Vasd=124mph; TCDL=S.Opsf, BCDL=5.Opsf; h=16ft; Cal. 11; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 pat bottom chord live load nonconcuvent 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 ([t--lb)1=724, 10=2540. 7) Hanger(s) or other connection device(s) shall be,provided sufficient to support concentrated load(s)1977 lb down and 785 It, up at 7-0-12, 899lb dam and 334 Ib up at 9-0-12, 1199lb down and 337 lb up at 11-0-12, 899 lb down and 339 lb up at 13-0-12, and 870lb down and 313 lb up at 151-0, and 14951b down and 726 lb up at 16-" on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. I I PE 76051 A, ' LOAD CASE(S) Standard 1) Dead + Roof LWe (balanced): Lumber Ina sase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert 15=70, 10-13=20, 9AO0 20, 75=20 Concentrated Loads Qb) Vert 7=1495(F)10=-870(B)16=1977(3)17=-899(B)18=899(B)19=899(B) i 46; /.O `.<ORIDP����� ///�sS ONAL`E \G�� Job iruss Innis type MCddw.opd nvabn-M:vn Dto Has Hip c'veer t 2 ,lob Refemnoe(oobonal) _southern T�. FL PlWoe. FL. M951 axr = Dead toad Dell. =116In 4x8 = U411 4x10- 2X411 4-9-0 8-7-12 12b12 1638 KS— Plate Offsets (X YH I3:D-5-4 0-2-01 15:0-2-8 0-1-021. 17:Edee 0-4-01.18:0-4-4 0-t-01 [10:04-8 04-81 112:0-2-3 0-0-81 LOADING(ps1) SPACING. 2-0-0 CSI. DEFL in poc) Udell LId PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.11 10-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.1910-11 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress lncr NO WB 0.81 Hom(CT) 0.04 7 n1a rda BCDL 10.0 Code FBC2017frPI2014 Matrix -MS Weight:2001b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP M 26 •Except- B2 2x6 SP NO2 BOT CHORD WEBS 2x4 SP No.3 OTHERS 20 SP No.3 REACTIONS. (size) 7=Mechanical, 2--G-8-0 (min.0-1-8) Max Hoa2=161(LC 8) Max Uplift7=1484(1-43 5), 2=1155(LC 6) Max Gmv7=4836(LC 1), 2=3415(1-0 1) FORCES. Qb) - Max. CompJMax. Ten. -Ali forces 250 (lb) or less except when shown. TOP CHORD 2-17=-64892244, 3-17=63532211, 3-0=778412589, 4-5=77842589 BOT CHORD 2-20=2037/5719, 11-20=203715719, 11-21=206315796, 10-21=2063/5795, 10-22=1843/5898, 9-22=184315898, 9-23=1843/5898, 8-23=18431589B, 8-24=184315898, 24-25=184315898, 25-26=184315898, 26.27=-1843/5898, 7-27=1843/5898 WEBS 3-11=-061/1317, 8.10=6762361, 5-10=-8962266, 5-8=-0462190, 5-7=-69442168 Structural wood sheathing directly applied or 4-2-7 oc puriins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) 2-ply truss to be connected together with 10d (0.131 W) nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oa. Bottom chords connected as follows: 2x6 -2 rows staggered at 0-5-0 cc. Webs connected as follows: 2x4-1 mw at 0-9-0o0. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) fare in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=16(t; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate dreinage to prevent water ponding. 5) All plates am MT20 plates unless othenvise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 7) Refer to girders) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at -lb) 7=1484, 2=1155. 11'll'�/ 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)129 lb down and 146 lb up at 4-3.4 \\\\ and 120 lb down and 134 to up at 12-8-12, and 86 lb down and 106lb up at 14.8-12 on top chord, and 609 to down and 254 lb up at 4-34 M. BL,C,, 1844Ib down and 764Ib up at 7-0.12, 8991b down and 265I6 up at 9-0-12, 899 Ib down and 2351b up at 11.0-12, 352Ib down and 112`\\ Ib up at 12-8-12, 89911r down and 210 Ib up al 13.0.12, and 471b down al 14-6-12, and 90I Ib dawn and 2361b up at 15-0-12 on boto�� �"• i \GEiNs �� �/� chord. The design/selection of such connection devica(s) is the responsibility of others. LOAD CASE(S) Standard �} = (i PE 7,`6051/1% Continued an page 2�1•, M f STAT OF , n� ORID s/o IA,ONG \\\\ Joe I Was lype MG8000vGC Aval»ArGsen D10 Hall Hip G4der 1 2 Job Reference o 0ona Smdh mTnMa. FL Plvre, FL, U951 Rurt ID:25 rwslzarai2gSMn riCayO m4SMxplyiU ZzaSazk tmGZUDZkl..%4'.fL LGIe Y L ID:25Ys9h471anmi2g5MnodCoyODrx-fSn3xp7yiWOZzaSazld3lmGzUDzkUIYSvg_ MRj LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 -Undorm Loads (Pit) ' Vert: 1-3=70, 3-6=70, 7-14=20 Concentrated Loads Qb) Vert: 17=.44(B)18=118(B)19=61(B) 20--E09(B) 21=1844(F) 22=-899(F) 23=-899(F) 24�52(B) 25=899(F) 2fi=-28(B) 27=901(F) i PE 7.6051 /1t 9 t STA OF: ot) Iruss iWe Mradrnwo0 Avabn-Anisan D71 Rmf 6pwW Girder 1 1 Job Referenca foationaft xumem roes. rr.r MH 8 54x4 = 314 = 2 a IT 1 5 4x4 = L 4x4 = IMM 7 10 4 2x6 II 8-6-0 6r11,8 � fi6-0 Dead Load Defl. - 3116 in Plate Offsets (X,Y)— 14:0-0-8.0-1-01 (5:0-1-12.0-2-0) LOADING(psf) SPACING- 2-M CSI. DEFL in Doc) Vdefi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(1) 0.20 4-5 >377 240 MT20 244/190 TCDL 15.0 Lumber DOL 125 BC 0.75 Vert(CT) -0.29 4S >257 180 BCLL 0.0 Rep Stress Ina NO WB 0.00 Horz(CT) 0.00 7 n1a ale BCDL 10.0 Code FBC2017rrP12014 Matrix -MP Weight- 59 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 ' TOP CHORD BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x6 SP No.2 WEBS REACTIONS. (size) 5=Mechanical, 7=0-5-0 (min. 0-1.8) Max Uplifl5=713(LC 4), 7=-544(LC 5) Max Grdv5=1508(LC 1), 7=1141(LC 1) FORCES. 0b) - Max. Comp./Max. Ten. - All forces 250 0b) or less except when shown. TOP CHORD 4-7=-388/889, 6-7=252/156, 2-6=252/156 Structural wood sheathing directly applied or 6-11-8 oc puriins, except end verticals. Rigid ceiling directly applied or 6-10-6 oc bracing. 1 Row at midpt 2-5 NOTES- 1) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; 13CDL=5.Opsh h=16ft; Cat II; Exp C; Encl., GCp7t=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to preventwater ponding. 3) This truss has been designed fora 10.0 psi bottom chord live load nonconarrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Bearing atJolnt(s) 7 censlders parallel to grain value using ANSI/IPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding. 100 lb uplift atjoint(s) except 0t=1b) 5=713, 7=544. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 689 lb down and 352In up at 0-7-12, and 684 lb down and 357 lb up at 2-7.12. and 684 lb down and 357 lb up at 4-7-12 on bottom chord. The designiselection of such connection deNce(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 IF) or bark (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=125, Plate Increase=1.25 Uniform Leads (pit) Vert: 1-2-70, 2.3=70, 4.5=20 Concentrated Leads (Ib) Vert: E=-689(F) 9=664(F)10= 664(F) i PE 76051 Ai ` r� S n�� TA OF 7 � �1 Job russ iruss lype mowi NMd AwalondNLsan Et Jury 1ply Ca t 1 Job Reference optional) Sownxrm Tcuss. FL Pkrre, FL, U951 I 4x4 = nuru m r= n�rcn m r= 1x4 11 1x4 II 138 6-3-011-1-6 12-6-0 138 t 4-11-6 I 4168 Dead Load Deft = IM6 in t II 1 Plate Offsets MY)-12.0370-0-131 rl1.0-2-30-0-81113.0-2-3 081 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in Qoc) lide0 Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.63 Vert(LL) -O.07 9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 125 BC 0.72 Vert(CT) -0.14 9 >811 180 BOLL 0.0 Rep Stress Ina YES WB 0.12 Horz(CT) 0.00 8 Na Me BCDL 10.0 Code FBC20171TP12014 Matrix -MS Weight 69113 FT=20% LUMBER - TOP CHORD 2x4 SP NO2 SOT CHORD bA SP No.2 WEBS 2x4 SP No.3' OTHERS 2x4 SP No.3 REACTIONS. (size) 10--0-" (min. 0-1-8), 8=044 (min. 0-1-8) Max Horz10--83(LC 7) Max Upliftl0=-362(LC 8), 8=367(LC 9) Max Gmv10=701(LC 1), 8=713(LC 1) FORCES. (lb) - Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3A=2581146, 4.5=-2591149 WEBS 3-10=-4741390, 5-8=-073M83 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-secend gust) Vasd=124mph; TCDL=S.Opsh BCDL=5.Opsh h=1611; Cat 11; Exp C; Part. End., GCpi=0.55; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates ere MT20 plates unless otherwise indicated. 4) This thus has been designed for a 10.0 psf bottom chord live load noncencument with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except rib)10=362, 8=367. LOAD CASE(S) Standard r , % PE 7.6051,--ii fl t STAT OF z,�7 M <ORIDP: a r1s5 Truss type Uty ply MBe44woo4 AvalomArtlsan E2 Common 2 t Joh Reference Lo2jonall SoaN Tm . Ft PWm FL U951 4x4 = 111 9 LOADING(psi) SPACING- 24)-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.26 TO 0.44 Vert(LL) 0.05 6-13 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 BC 0.40 Vert(CT) -0.07 6-13 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.10 Harz(CT) -0.01 2 Na Na BCOL 10.0 Cade FBC20171TP12014 Matrix -MS Weight 57 lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No2 ' TOP CHORD Structural woof sheathing directly applied or 5-9-12 oc pudins. BOT CHORD 2x4 SP No2 BOT CHORD Rigid ceiling dhed applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 ' OTHERS 2x4 SP No.3 REACTIONS. (size) 2=041-0 (m1n.0-1-8).4=0-8-0 (min. 0-1-8) Max Horz2=83(LC 7) Max Uplifl2=349(LC 8), 4=349(LC 9) Max Gmv2--709(LC 13), 4=709(LC 14) FORCES. (Ib) - Max. CompJMax Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=755f349, 3-4=754/349 BOT CHORD 2-6=191/614, 4-6=191I514 WEBS 3-6--0/275 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf, h=16ft; Cat II; Exp C; Part. End., GCpi=0.55; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) All plates arc MT20 plates unless otherwise Incilcated. 4) This buss has been designed for a 10.0 psfbottom chord live load noncancurrent with any other five loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at)oint(s) except (It -lb) 2=349, 4=349. LOAD CASE(S) Standard Job Nss Inuss lype Fly Meadrnvom s Avalon -A UE Cm omon au;iixrW Gable 1 1 Job Referents a flonal -sovmem Ini., M✓I ,FL, 30951 4.4 = 1x4 If 1x4 II 1x4 It U411 1011 Ill Id Plate Offsets (XYF- f15:0-2-3 0-"). 117:0-2-3.0-0-81 LOADING(pst) SPACING- 2-041 CSI. DEFL. in (loc) VdeO Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.32 Vert(LL) -0.03 9 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.06 9 n1r 90 BCLL 0.0 Rep Stress Inv YES WB 0.05 Horz(CT) 0.00 8 n/a Na BCDL 10.0 Code FBC2017/rP12014 MatrixS Weight 66 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 64)-0 oc purfins. BOT CHORD 2x4 SP N0.2 BOT CHORD Rigid ceiling directly applied or 10" co bracing. OTHERS 2x4 SP No.3 - REACTIONS. All hearings 12-". (Ib)- Max Horz2-W(LG 7) Max Uplift All uplift 100 lb or less at joint(s) except 2--136(LC 4), 8=133(LC 9),13=152(LC 8), 14=121(LC 8). 11=-152(LC 9),10=119(LC 9) Max Grav All reactions 250 lb or less at joint(s) 12,13,14, 11. 10 except 2=317(LC 1), 8=317(LC 1) FORCES. (Ib)- Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Unbalanced mof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vug=160mph (3-second gust) Vasd=124mph; TCDL=5.OpsF BCDL=5.Opsf; h=16ft; CaL II; Exp C; Part. Encl., GCpi=0.65; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (nomlal to the face), we Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-00 oc. 6) This truss has been designed for a 10.0 psf halt= chord live load noncencbrrtent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 136 lb uplift at joint 2, 133 lb uplift at joint 8, 152 It, uplift at joint 13,121 lb uplift at joint 14,152 lb uplift at joint it and 1191b uplift at joint 10. 8) Beveled plate or shim required to provide full bearing surface With truss chord atjoint(s) 2, 8. LOAD CASE(S) Standard BL RE 76051 n\ � STA OF � toss nos ype Meadmrmd lion MalorvAnisan E3 Conenmh 1 1 ,lob Reference LoRlionall soummn toss, rt tierce, It., u4sst 9 4x4 = NOP2x S P= Lta II tx4 It 138 1-741 6-3-0 11-9-11 12tr0 h 1-3-8 4.7-8 I 5.6-11 I08-5I Dead Load Dall.=11161n 1 II to Plate Offsets (XY)- 12:0-3-7 0�13L [6:0-2-7 Edoe], 111:0-2-3 0-0-81 [13:&2-3 0-0-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (oc) 0de0 Lid PLATES GRIP ' TCLL 20.0 Plate Grip DOL 125 TC 0.67 Ven(LL) -0.06 9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 125 BC 0.79 Vert(CT) -0.12 8-9 >943 180 SCLL 0.0 Rep Stress Inv YES WB 0.14 Horz(CT) 0.00 8 n1a nla BCDL 10.0 Code FBC20171TP12014 Matrix -MS • Weight 58 It, FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 10--041-0 (min. 0-1-8), 8-0-11-5 (min. 0-1-8) Max Horz10--83(LC 7) Max Uplift10--376(LC 8). 8=347(LC 9) Max GmvlO=741(LC 1), 8=673(LC 1) FORCES. Qb) - Max. CompJMax. Ten. - All forces 250 Qb) or less exceptwhen shown. TOPCHORD 14=-3381187,4-5=332/169 WEBS 3-10=-QW95, 5-8=5291466 BRACING - TOP CHORD Structural wood sheathing directly applied or 640-0 oc pudins. BOT CHORD Rigid Ceiling directly applied or 104)-0 oc 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=S.Opsf; BCDL=5.Ops . h=16fk Cat II; Exp C; Part. End., GCpi=0.55; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise Indicated. 4) This truss has been designed for a 10.0 psf bottom chord rive load nonconament with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3761b uplift at)oint 10 and 347 lb uplift at Joint B. LOAD CASE(S) Standard IN If h i PE 76051 -9 ; STA OF Z � � ` /� /' � fP���ORID SSZONAL11 'ENG \��\ job 11russ Imes iype Mmdow Avalon -Alison E4 Common Oidw 1 1 .Ich Reference (optional) � T., R Piero, FL, 34951 44 = 9 e r 1x4 II 1x4 II 34i tr6d 11-1-8 12.60 ' 11M 0. - 2 4-9-4 4-1045 - � 1 Id Plate Offsets MY)- 12:0-1-1s 0.1.51 I6:0-2-5D-0-12t.17:(1-2-0,0-2-121, r1o:0-2-0.0-"I LOADING(psf) SPACING. 24)-0 CSI. DEFL In (loc) 11deft Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.59 Vert(LL) 0.04 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 125 Sc 0.76 Vert(CT) 0.07 7-8 >829 180 BCLL 0.0 Rep Stress Inv NO WB 0.22 HOM(CI) -0.01 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Maldx-MS Weight 54lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 'Except! TOP CHORD Structural wood sheathing directly applied or 10-D-0 oc pudins. T2: 2x4 SP M 31. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. SOT CHORD 2x4 SP No.2 - WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Right 2(4 SP No.3 1-1-10 REACTIONS. All bearings 9-10-0. (Ib)- Max Horz9=99(LC 10) Max Uplift All uplift 10D lb or less atioim(s) except 7=434(LC 9), 8=189(LC 8), 9=338(LC 25) Max Grav All reactions 250 lb or less atjoim(s) except 7=1234(LC 18), 7=1157(LC 1), 8=893(LC 1). 9-460(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shcwn. TOP CHORD 23=264869, 3-0=2021711, 4-5=208/664, 55m.340878 BOT CHORD 2-9=568275, 8.9=,%81M. 7-8=568253, 6.7=-600I180, 6.19=600I180 WEBS 5.7=898/431, 4-8=824246, 3-9=354828 NOTES- 1) Unbalanced maf live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult-160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; 13CDL=5.(Ipsf; h=16ft; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live lead nonconcurrenl with any other live loads. 4) Provide mechanical connection (by others) of from to beadng plate capable of vrithstanding 434lb uplift at joint 7,189 lb uplift at joint 8 and 3381b uplift atjoinl 9. 5) Hanger(s) or other connection device(s) shall be provided suf0dent to support concentrated Icad(s) 969 to down and 324 lb up at 12-0-12 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=125, Plate Increase=1.25 Uniform Leads (plf) Vert 1.4=70, 4-0=70,12-16=20 Concentrated Loads (Ib) Vert: 19=969(F) `I Q) / oGENg�,�` !� PE 7.6051 At STAT OFF `14OR)DP����� Joe russ iruss lype Meador Av Ton Art H1 July lvly C . 1 1 Job Reference (optional) sa MI.. M YM) .M,:lnebh t•: 2 6 3.4 it AIM = 42-0 I 84-0 4-2 O 4-2-0 Dead toad Defl. =1116 in Plate Offsets (XYh f1:Edne.0-1-121 13:Edoe.0-1-121 LOADING(p� SPACING- 2-0-0 CSI. DEFL in (loc) Well Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Ved(LL) -0.05 5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 125 BC 0.34 Vert(CT) -0.11 5 >875 180 BCLL 0.0 Rep Stress Inv YES WB 0.03 Hor4(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/(PI2014 Matrix -MR Weight 36 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 ' TOP CHORD BOT CHORD 2x4 SP No2 WEBS 2x4 SP No.3 , BOT CHORD REACTIONS. (size) 6=1illechaniral,4=10echanical Max Hom6=40(LC 4) Max Upli66=90(LC 8), 4=90(LC 9) Max Gmv6S62(LC 1), 4=362(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 0b) or less except when shown. TOP CHORD 1-2=268/94, 2-3=268/94,1-6=262/106, 3-4=262/106 Structural wood sheathing directly applied or 6-0-O oe puriins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3second gust) Vasd=124mph; TCDL=S.Opst BCDLS.Opsh h=16R, Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. 4) Refer togirder(s) for buss to truss connections. 5) Provide mechanical connection (by others) of truss to beadng plate capable of withstanding 90 to uplift at joint 6 and 90 lb uplift at joint 4. LOAD CASE(S) Standard JOB cuss Iruss type Ply Meado ood AvaldnArtLsen H2 Jury I Common 1 t Job Refemnca (optimal) SSOWI®n I.. rL MFL.3951 t 3x4 0 Run: 6210s Or421201aR a. a DR 212015 MRex nlddbmM, Im wed Mal 141C:1a:a92019 FT l ID25Ys9447kmmi2g5MnalCoyODm-yci PCDL21COv2doUxMogF3gR2U7dOQTWGASG8Re 42-0 8dO 42-0 ~ 42-0 4x4 = 1x4 II 42-0 42-0 I 42-0 3x4 II Dead Load Den.=1116In Plate Offsets (LY)— 11:Edw,0-1-121 I3:Edde.G-1-l2I LOADING(psf) SPACING- 2-0-0 CSL DEFL in (Ioc) I/deft Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Ved(LL) .0.05 5 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 BC 0.35 Vert(CT) -0.11 5 >861 180 BCLL 0.0 Rep Stress Ina YES WB 0.03 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MR Weight: 36 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 6=Merhanical,4=1VIechanical Max HoaB=-39(LC 4) Max Upli86=91(LC 8), 4=91(LC 9) Max Gmv&z362(LC 1), 4=362(LC 1) FORCES. (lb) -Max. CompdMax.Ten.- Allforces 250(lb) or less except when shown. TOP CHORD 1-2=268f93, 2-3=268193,1-6=-261/106, 3-0=-261/106 Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid railing directly applied or 104)-0 oc 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.Opsh BCDL=5.Opst h=16ft; Cat II; Exp C; End., GCpi=O.18; MWFRS (envelope); Lumber DOL-1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other fine loads. 4) Refer to girder(s) for truss to truss connedions. 5) Provide mechanical connection (by others) of truss to boozing plate capable of withstanding 91 lb uplift at joint 6 and 91 lb uplift at joint 4. LOAD CASE(S) Standard `owM.i B//z �10ENg'.`���i U t STA OF o - - Iruss 1russ lype Meadowood Avalon-ArhSan H3G JU1Y IMY Hip Girder 1 1 Job Reference o 'orW SooNem T.se, C F., L, 34951 4,4 = 25 26 4x4 = 6.00 12 7 1 5 2 4� Ix4 II STP N — 10 II o °' ,t x411 B 2a 7 R 6 4_4 Fgo 1 1x411 FI II txa II } II 3,4 — 1x4 11 1x4 II 1x4 II 2-0-0 64-0 2-0-0 1 44-0 ~ 2 Plate Offsets MY1— 120-1-0.0-1-91 15:0-1-4 0-1-91 19:0-2-3 0-0-81 111:0-2-3.0-0-81 LOADING(psQ SPACING- 240-0 CSI. DEFL in (lec) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.38 Vert(LL) -0.06 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.55 Vert(CT) 0.07 7-8 >999 180 BCLL 0.0 Rep Stress Ina NO WB 0.07 Hom(CT) -0.01 5 Na n/a BCDL 10.0 Code FBC2017TrP12014 Matrix -MP Weight 56 lb FT=20% LUMBER - TOP CHORD 2x4 SP No2 BOT CHORD 2x4 SP No.2'Except' F2: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2548-0 (min. 0-1-8), 5=0-8-0 (min. 0-1-8) Max Horz2=41(LC 6) Max Uplifl2=279(LC 25), 5=279(LC 24) Max Gmv2=577(LC 36), 5=577(LC 37) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-5-10 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. Except: 541-0 oc bracing: 2-5 FORCES. (lb)- Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-805I961, 3-25=709/871, 25-26=7091871, 4-26=709/871, 4-5=805/961- BOT CHORD 2-8=8291752, 6-27=-8711780, 27-28=-8711780, 7-28=-8711780, 5-7=8291753 WEBS 3-8=4154f228, 4-7=J541228 NOTES- 1) Unbalanced roof live leads have been considered for this design. 2) Wind: ASCE 7.10; VuIr160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.0ps , h=16ft; CaL II; Fxp C; Encl.. GCpl=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 psf bottom chord live load nonconcurrerd with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 279 lb uplift at joint 2 and 279 lb uplift at joint S. 7) Hanger(s) or other connection device(s) shall be prmicled sufficient to support concentrated load(s)144 lb down and 190 lb up at 2-". 91 lb down and 116 lb up at 3-1-13, and 91 lb down and 116lb up at 5.23, and 1441b down and 1SO lb up at 6-4-0 on tap chord, and 78lb down and 78 lb up at 2-0-0, 95 lb down and 273 lb up at 3.1-13, and 95 lb down and 273 lb up at 52-3, and 76 lb down and 78lb up at 64-0 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of thetruss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=125, Plate Increase=1.25 Uniform Loads (plf) Vert' 1-3>70, 34=70, 4-6=70, 19-22=20 Concentrated Loads (Ib) Vert 3=78(F) 4=78(F) 8=37(F) 7=37(F) 2551(F) 26=51(F) 27=127(F) 28=127(F) \\\\\\\W �\�tb'R- GENgF���1 t i PE 76051 At ; STA �-a OF ��0\ a��'�q�14 < ORID ����iFss NAI- Job Nss Imes lype MeadglAgd Arlon-AiS H4G Hex Hip CWW 1 1 Job Reference (optimal) soumem �mss, r�rimce.rt. xsst Hun: assay rxln aura rmirc a.zaoa oa zr aula muax Nusv,esI con wegmarrar �aura re e, 1025Ys9447lunmi2g5MtrorlCoyODmx BgTquEbaeSk8LMBbMOGIg80UA45GFmGFrrafzLlzb Ra 33J 42A 49-0 Dead toad Der. =1116 in 5x4 = 3x4 = 4-9-0 4-9-0 Plate Offsets (X YI— r1:0-0-12 DA-51 (3:0-2-00-2-81 LOADING(psf) SPACING- 24)-0 CSI. DEFL in (too) Odell Ltd PLATES GRIP TCLL 20.0 Plate Grp DOL 1.25 TC 0.72 Vert(LL) 0.06 6-9 >907 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.13 6-9 >414 180 BCLL 0.0 Rep Stress Ina NO WB 0.07 Hom(CT) -0.02 4 n/a nha BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight 18 lb FT=20% LUMBER - TOP CHORD 2x4 SP No2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0 (min.0-1-8),4=Mechaninl,6=Mechaninl Max Ho¢1=106(LC 32) Max Uplift1=142(LC 8), 4=143(LC 6). 6=234(I-C 8) Max Gravt—Nr45(LC 1), 4=123(LC 32), 6=629(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. WEBS 2-s-355r229 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc purins. BOT CHORD Rigid ceiling directly applied or 10460 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wmd: ASCE 7-10; Vu8=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ft; Cat If; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcorent with any other live loads. 7) Refer to girden(s) for buss to truss connections. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 142 lb uplift at joint 1, 143 to uplift at joint 4 and 234 lb uplift at joint 6. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)128 lb down and 143lb up at 4-8-4, and 81 lb down and 96 lb up at,4-2-8 on top chord, and 342 to down and 111 lb up at 14-12, and 342 lb down and 110 lb up at 3-4-12, and 165 lb down and 8lb up at 4-248 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or bark (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 13=70, 3-0=70, 5-7=20 Concentrated Loads (lb) Vert: 3=-Gi2(F)4=79(F)10=342(B) 11=3/2(B) 12=22(F) i PE 76051 A, STAT OF ZZ , N ZONNIAL1�NG\\\\� Job ruse sruss lype y Meada Maloo-ANsen J1 Jad.Opan 10 1 Jab Reference foodonall Same. Trva, K Flan FL.. M951 Run:82M.Od.212018 Pr88: 8.2305 Oct 212018 WTaklndustrks, Inc. Wed Mar 13 IZM422019 Pe 1 ID:25Vs9447kmmi2g5MrwrlCoyODm-MNOr1 EFDLyabmVLN93VVHthtlOFaRgkdwDEPMTzbMRZ -2-0-0 2-0-0 Plate Offsets (X.Y)- 12:0-0-7.0-0-51. 15:0-2-3.0-0-M LOADING(psf) SPACING- 2-0-0 CSL DEFL in (loc) Udeft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Veri(LL) 0.00 9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 125 BC 0.11 Vert(CT) 0.00 9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a Na BCDL 10.0 Code FBC2017RP12014 Matrix -MP Weight 101b FT= 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No2 OTHERS 2x4 SP N0.3 REACTIONS. (size) 3=Mechanical, 2-0-8-0 (min. 0-1-8), 4=Mechanical Max Horz2=66(LC 8) Max Uplift3=A2(LC 1), 2=143(LC 8), 4=64(LC 1) Max Gmv3=33(LC 4), 2=340(LC 1). 4=44(LC 4) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. 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=S.Opsf, h=16ft; Cat II; 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 nonconcurrent with any other live loads. 4) Refer to girder(s) for thus to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 42lb uplift at joint 3, 143lb uplift at joint 2 and 64lb uplift at joint 4. LOAD CASE(S) Standard all Ir z i FE 76051 A, STA OF � \k/- \ NSS InsS type y MeadO mxi AvebnMisan J2 Jark-0ppn 6 1 I I Job Reference o tional sannem TMW. rc Perm, ru., asest Plate Offsets (XY)— f2.04-70-0-41 f5.0-2-3,0-"I LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.02 4 >999 240 MT20 244)190 TCDL 15.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.03 4 >947 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 2 nla nla BCDL 10.0 Code FBC2017irP12014 Main -MP Weight: 13 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 80T CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 . REACTIONS. (size) 3=Mechanical, 2=0-M (min. 01-8) Max Haz2=91(LC 8) Max Upli83=-8(LC 8), 2=113(LC 8) Max Gmv3=38(LC 3), 2=38g(LC 1) FORCES. 0b) - Max. Comp./Max. Ten. - Ali forces 250 6b) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 240-0 oc pudins. BOT CHORD Rigid calling directly applied or 1041-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult--160mph (3-second gust) Vesd=124mph; TCDL=5.Opsf; BCDL=5.0psf, h=16ft; Cat II; 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 nonconcument with 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 8lb uplift at joint 3 and 113 lb uplift at joint 2. LOAD CASE(S) Standard \\�ow t I I I /f/ i PE 7.6051 fit z STA �°� �N�� Job Fruss I rus5 I ype Mea00oe00 Avalm Arh'san J] I Jac -Open 2 1 Job Reference o tioral souNvn truss, rc rxvre. ram, axesr 1-0-0 2-0-0 Plate Offsets (X.Y1— MD-3-7 0-0-41 16:D-2-3,0-0-61 - LOADING(psf) SPACING- 2-0-0 CSI. OEFL in (loc) Udell LJd PLATES GRIP TCLL 20.0 Plate Gdp DOL 125 TC 0.38 Vert(LL) 0.00 4-5 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.52 Vert(CT) 0.00 4-5 >999 180 BCLL 0.0 Rep Stress Inv YES WB 0.00 Hom(CT) -0.03 3 n/a We BCDL 10.0 Code FBC2017FrP12014 Matra -MP Weight 13 lb FT=20h LUMBER - TOP CHORD 2x4 SP No2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (sae) 3--Mechanical, 4=Mechanical, 5=0-8-0 (min. 0-1-8) Max Horz5=91(LC 8) Max Uplift3=-46(LC 1), 4=253(LC 1), 5=227(LC 8) Max Gmv3=32(LC 4), 4=105(LC 8), 5=622(LC 1) FORCES. Qb) - Max. CompJMax. Ten. -AII forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or2-0-0 oc pur ins. 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=S.Opsf; BCDL=5.OW. h=16111; CaL II; Exp C; End., GCpl=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 nonconcurrent 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 46 lb uplift atjoint 3,253 lb uplift atjoint 4 and 227 Ib uplift atJoint 5. LOAD CASES) Standard \GENS�.`���i i PE 76051 .�tr X%. A,r f b 1 STA OF oImes iruss type ply Meadowootl Avalan.Nhssn aJack-0pen 8 1 - Job Reference o 'oral Southern Tnus, FL P. FL.31 1 Plate Offsets (X.YI— 12:0-1-7.0-1-11.15:0-23.0-0-81 LOADING(pst) SPACING- 2-00 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.33 Vert(LL) -0.01 4-9 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 BC 0.07 Vert(CT) -0.01 4-9 >999 180 BCLL 0.0 Rep Stress 1= YES WE 0.00 Horz(CT) 0.00 2 nla n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MP Weight 16 th FT=20% LUMBER - TOP CHORD 2X4 SP No2 BOT CHORD 2X4 SP No2 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechankal,2=0-8-0 (min. 0-13),4=Mechanical Max Horz2=146(LC B) Max Upiifl3=87(LC 8), 2=130(LC 8) Max Gmv3=90(LC 13), 2=328(LC 1), 4=46(LC 3) 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 puriins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psF BCDL=5.0psf, h=16ft; 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 chard live load nonconcertent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 87 lb uplift at joint 3 and 130 lb uplift at joint 2. LOAD CASE(S) Standard i PE 76051 � l'1 r� Zl'O ; STA � OE � � � �O �� a Y, -1 q �'l!i i c ` ZORIDP:'\���� S //tVAL,ENG\\�\�� Im Otruss 1russ lype Meaemvaoe Avale�iMean AJark-0pen 1 1 Joh Retemnco o 'onal aoudrem Tmsa, FL Pl . FL.34951 'a a 21 aPnnt 82i0s 21 to Ma I Inc Wee Afar t31226452L19 Po e1 ID:25Ys944?kmmi2g5MnoriC,WODm-my3_fGH6etyAdz4yq CvWJCdSZP15MMvBdBUox11MRW Plate Offsets MY}- 12:0-3-7.0-0-51 15:0-2-3 0-"l LOADING(psf) SPACING- 2-0-0 CSI. DEFL in Qoc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.33 Vert(LL) -0.02 4-9 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.22 Vert(CT) -0.04 4-9 >999 180 BULL 0.0 Rep Stress Ina YES WS 0.00 Horz(CT) 0.00 2 me n1a BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight: 21 lb FT=20% LUNIBER- TOP CHORD 2x4 SP No2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (sae) 3=Mechaniml, 2=0-8-0 (min. 0-1-8), 4=Mechanical Max Hoa2-158(LC 8) Max Uprif13=96(LC 8), 2=114(LC 8) Max.Gmv3=131(LC 1), 2=387(LC 1), 4=85(LC 3) FORCES. (b) - Max. CompJMax. Ten. -AM forces 250 Qb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing direly applied or 4-9-0 oc puriins. BOT CHORD Rigid ceding directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=S.Opsf; h=16f; Cat II; Exp C; Encl., 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 nonconcurrem with 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 96 lb uplift at joint 3 and 114 to uplift atjoint 2. LOAD CASE(S) Standard i PE 76051 im nnis Iniss ire Y Meatlovood Avalon -AN J4G JadeOpan Giktler 1 1 Job Reierenca o banal mm Nss, FL •34951 4x4 = ram:8laas OC212a18 Print 8.230s 212ole M1L eklMurdnass, N� We Mar 1312 '4fi219 Paaggel ID25Ysg4471anmi2g5MnorlCoyODm-F8dMtblkPA41F7f8Ov_RSjsiMmYcV7rNkO =FM V Dead Load Den. =1/8 to _ Plate Offsets OLY1- 11:0-0-0.0-1-51 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in Qoc) gde8 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(-L) 0.10 3.6 >563 240 MT20 244/190 TCDL 15.0 Lumber DOL 125 BC OAS Vert(CT) -0.19 36 >303 180 BCLL 0.0 Rep Stress Ina NO WB 0.00 Hom(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matnx-MP Weight: 15 lb FT=20% LUMBER - TOP CHORD 2x4 SP No2 BOT CHORD 2x4 SP M 31 REACTIONS. (size) 1=0-8-0 (min. 0-16), 2=Mechanical, 3=1ulechanical Max Ham 1=117(LC 8) Max Uplift1=135(LC 8). 2=115(LC 8), 3=92(LC 8) Max Grav1=545(LC 1).2=188(LC 1), 3=372(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing diMctty applied or 4-9-0 oc purlins. BOT CHORD Rigid wiling directly applied or 104)-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult--160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsh h=16ft; Cat II; Exp C; End., GCp"- .18; MWFRS (envelope); Lumber DOL=1.60 plate gripDOL=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 noncencument with any other live Ioads. 4) Refer to girder(s) far truss to truss connections. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 135 lb uplift at joint 1, 115 lb uplift at joint 2 and 92 lb uplift at joint 3. 7) Hanger(s) or other connection devices) shall be provided su(6dent to support concentrated load(s) 342 lb down and 111 lb up at 1-4-12, and 342 lb down and 110 lb up at 3-4-12 on bottom chord. The design/selection of such connection devices) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B} LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Inaease=1.25 Uniform Loads (pit) Vert 1-2=70, 3-0=20 Concentrated Loads (lb) Vert: 7=342(F) 8=342(F) lMl � 81 i PE 76051 A k -P; TA S OF 7 i0'O job Truss Inuss lype MeatlMNOE AvalarvANsan JS Jerk -open 22 1 Job Refererrca (optional) Sa Trusa'; ft�, F -, 34951 MM 230s OU2120fa Pnrit 8230s 0421 Zulu ALfeK lntluarim i. Wed Mar 1312:36:47 M19 et ID:25Ys9447Wnmi2g5MnodCoyODmiKEik4xJMAUCusGELydVg_xOY_GFPV7sfMV6HYmb U Plate Offsets (XYI— (2:0-3-7.0-0-5) (5:0-2-3 0-0-81 LOADING(psf) SPACING- 24>O CSI. DEFL in (lac) Yde0 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.03 4-9 >999 240 MT20 244/190 TCDL 15.0 Lu-""L 125 BC 0.25 Vert(CT) -0.06 4-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hcrz(CT) 0.01 2 Na Na BCDL 10.0 Code FBC2017112014 Matrix -MP Weight 22 lb FT=20% LUMBER - TOP CHORD 2x4 SP N0.2 ' BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3' REACTIONS. (size) 3=Mechanical, 2=0-8-0 (min. 0-1-8), 4=1dechanital Max Horz2=165(LC 8) Max UpliO3=102(LC 8), 2=115(LC 8) Max Gmv3=140(LC 1), 2=397(LC 1). 4=90(LC 3) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Slrudural wood sheathing directly applied or 543-0 cc pudins. 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=S.Opsh BCDL=S.Dpsf; h=168; Cat. II; 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 nonconcumant with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by other:) of truss to bearing plate capable of withstanding 102lb uplift at joint 3 and 115lb uplift at joint 2. LOAD CASE(S) Standard PE 76O51 A, nS -fl t STA OF 3•�•1 y /����Ss ONAi`�NG�\\\�` o ntss Innis type Meatlawnod AvalartAdisen JSE Hag Hip SupWed i 7 Job Reference (optlonall SouNem T.M. Ft FY .FL, 34951 Plate Offsets [Y YF- 14:0-2-0.0-2-61, f8:0-2-3.0-0-81 LOADING(psf) SPACING- 24)-0 CSI. DEFL in (loc) 8defl Lfd PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TO 0.32 Vert(LL) -0.00 1 n!r 120 MT20 2441190 TCDL 15.0 LumberDOL 1.25 BC 0.08 Vert(CI) -0.03 1 ntr 90 BCLL 0.0 Rep Stress Ina YES WB 0.04 Horz(CT) O.DO 6 rda n1a BCDL 10.0 Code FBC20177rP12014 MatrixS Weight 27 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 • BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 6=5-0-0 (min. 0-1-6).2=5-0-0 (min. 0-1-8), 7=5-0-0 (min. 0-1-8) Max Horz2=145(LC 8) Max Uplift6=-35(LC 4), 2=90(LC 8), 7=86(LC 8) Max Gmv6=72(LC 1), 2-322(LC 1). 7=187(LC 1) FORCES. (lb) -Max. CompJMax. Ten. - All forces 250 (lb) a fens except When shown. Structural wood sheathing directly applied or 6-M oc puriins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced mod live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opst BCDL=5.Opsfi h=16ft; Cat II; Exp C; End., GCpi=O.18: MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed forwmd loads in the plane of the truss only.. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIRPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 24)-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord Me load nonconcurmnt with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35lb uplift at joint 6, 90 lb uplift at joint 2 and 86 lb uplift at joint 7. LOAD CASE(S) Standard \\\\\IiuIi1111� - \�aA 1\4-13LS,% Ng��`��/i J PE 76051 At fl ; STAT OF , ` i0c�`,4ORIUt. /�z 0s oNAL1ENG Job Nss truss Iwo Meadmwod AwbnAdi^.an J6E JUV jPly Hall Hip 6uppoded 1 1 Job Reference a dorsal 6aumem Truss, Ft. Piero, FL, 30951 Rurx S 4 5-6-14 3x4 = 2x4 II 1.411 5 6 Plate Otfsets(X.Y)— 15:0-2-0,0-248) I10:0-230-041 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in poc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.00 1 ntr 120 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.03 1 n1r 90 BCLL 0.0 Rep Stress Ina YES WS 0.03 Horz(CT) 0.00 7 n1a n1a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight 30lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 • BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings 5-6-14. (lb)- Max Horz2=145(LC 8) Max Uplift All uplift 100 lb or less atjoint(s) 7, 8, 9 except 2=104(LC 4) Max Grav All reactions 250lb or less atjoint(s) 7, 8, 9 except 2=316(LC.1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 5-6-14 oc pudins, except end verticals. Rigid ceiling directly applied or 10-" cc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=S.OpsF, BCDL=S.Opsf; h=16ft; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed forwind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designeras per ANSI/TPI 1. 4) Provide adequate drainage to prevent water pending. 5) Gable studs spaced at 24" oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 8, 9 except at --lb) 2=104. 8) Non Standard bearing condi8on. Review required. LOAD CASE(S) Standard 11� PE76051Ai b STA O _Pp\� ,L. 3 7� n • <ORIDj' Job Inuss inuss iype Ury M=dEa'a00tl Aval.Attiwn J] it JACK-OPF 10 1 Job Referenm(o tional 9 Pa 1 Saulhem rasa, Ft Pimce, FL., 34951 I Run:820s OCT12rne PnM 8230s 212018 MTak V58bS. tne. We0 Mar 1312.38.50201 ID:25Ys9447kmmi2g5MnodCoyOUm-7vMzLE5PaSjl¢wda Z0yITCDiMb52TLy90¢bMRR W2-0-0 = � I 77-0-0 Dead Load Doff. =118 in LOADING(psf) SPACING- 2-0-0 CSL DEFL. in Ooc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.13 4-9 >650 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -024 4-9 >345 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.02 2 rda Na BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight 281b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 104H1 oc bracing. OTHERS 2x4 SP No.3 - REACTIONS. (size) 3=Mechanical, 2--0-8-0 (min. 0-1-8), 4=Mechanical Max Horz2=215(LC 8) Max Uplifl3=149(LC 8), 2=-128(LC 8) Max Gmv3407(LC 1). 2=178(LC 1), 4=131(LC 3) FORCES. Ob) - Max. CombiMax. Ten. -All forces 250 Ob) or less exceptwhen sham. NOTES- 1) Wind: ASCE 7-10; Vult--160mph (3-second gust) Vasd=124mph; TCDL=5.Opst; BCDL�.Opst h=16fk Cat II; 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 pat bottom chord live load nonconcurrent with 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 Ot--lb) 3=149, 2=128. LOAD CASE(S) Standard VICENg�%`��i PE 76051 A, �I tr ' ZZ STA OF / n 0truss 1russ lype ply Mead dwnad Avalor.A a J42 juty JACKOPE 1 1 Job Reference o Banal Satnxan Tn=. PL Punta, FL. 34951 Run: 9230 s OG212018 Pnnt 8T3o a Oct 212018 MRek 4Mustdes, Inc. Wetl Met 1312:36:601019 P�9e t ID:25Ys9447Ianm12g5MnorICoyODM-7V8@LESPaS)I¢wdl3NcZO3N 11viMoM I LywwbMRR M2-0-0 4-2-8 ' i 424f — LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) Ilde0 Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.01 4-9 >999 240 MT20 2441190 TCDL 15.0 I Lumber DOL 1.25 BC 0.16 I Vert(CT) -0.03 I 4-9 >999 180 I SCLL 0.0 Rep Stress Inor YES WB 0.00 Horz(CT) 0.00 3 rda n1a BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Weight 20 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 . TOP CHORD Structural wood sheathing directly applied or 4-2-8 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 104)-0 oc bracing. OTHERS 2x4 SP No.3 . REACTIONS. (size) 3=Mechanical, 2-"-0 (min. 0-1-8),4=Mechanical Max Horz2=145(1-C 8) Max UptffU=.83(LC 8). 2=111(LC 8) .Max Gmv3=112(LC 1). 2=367(LC 1), 4=73(LC 3) FORCES. (lb) - Max. Compol%ls . Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VuR=160mph (3-second gust) Vasd=124mph; TCDL=5.Opst', BCDL=5.Opsf; h=160; Cat 11; Exp C; Encl., GCp1=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates uNess otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with 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 at joint(s) 3 except () --lb) 2=111. LOAD CASE(S) Standard i PE 76051Ax FFSTAzz �NALtENG?L f eTruss Iruss lype Fly Meadawood Avebn_anivn .Me jUty hdc-0pen z 1 Job Reference optional) Soueiern Truss, F1. PierrP, FL, 34951 CIC LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (too) I/den Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.02 4-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(CT) -0.04 4-9 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 2 n/a Na BCDL 10.0 Code F13C2017rrP12014 Matrix -MP Weight 21 lb FT=20% LUMBER- BRACING - TOP CHORD 20 SP No.2 , TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc pur ins. 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, 2=0-&O (min. (I-1-8),4=1VIechanical Max Horz2=1 MILO 8) Max UpIM3--94(LC e), 2=114(LC 8) Max Gmv3=128(LC 1). 2=384(LC 1).4=83(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -Allforces 250 Qb) or less except when shown. NOTES- 1) Wmd: ASCE 7-10; VuIt=160mph (3-secend gust) Vasd=124mph; TCDL=5.0psh BCDL=5.Opsf; h=16ft, Cat II; 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 nonooncumerd with any other live loads. 4) Refer to girder(s) for buss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s) 3 except at -lb) 2=114. LOAD CASE(S) Standard NYI. BL i PE 76051 /lx STA OF I 0�7_A o '14 R1OP'=��� ���i�ssro (NI I Job Truss Imes 1we Meadwmod Avaloo-MLsen JQG JUW IPIY Jade-0pw Girder 2 1 Jab Reference a tional eMNMm TnM. FL Plet®, FL, 3 951 4n6 II LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 e TCDL 15.0 I Lumber DOL 1.25 BCLL 0.0 Rep Suess Ina NO BCDL 10.0 Code FBC20177TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEDGE Left.- 20 SP No.3 NVM1:U. S{ 21 Z"tlL- yr�IaM_IMY591Ce, IIIF WCO Mari iGJ; ID:25Ysg44?kmi2g5MnoriCoyODlMI�U_d wCn9N2IOYuzY RP Dead Load Deft. = 118 in CSI. DEFL in Qoc) Well Ud PLATES GRIP TC 1.00 Verr(LL) 0.12 3-6 >458 240 MT20 2441190 BC 0.69 Vert(CT) -0.22 3-6 >247 180 WB 0.00 Horz(CT) 0.03 1 n1a n1a Matrix -MP Weight: 16 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid riling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=Mechanical, 3=Mechanical, 1=0-8-0 (min. 0-1-8) Max Horz1=115(LC 8) Max Upli82=122(LC 8), 3=-99(LC 8),1=258(1-C 8) Max Grav2=230(LC 1), 3=385(LC 1),1=941(LC 1) FORCES. Qb)-Max.Comp./Max.Ten.-Anforces250(lb)orlessexceptwhenshown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=S.OpsF h=16ft; Cat II; 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 pal boeom chord live load noncancurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) 3 except fit -lb) 2=122. 1=258. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 649 lb down and 212 lb up at 0$12, and 492lb down and 148 lb up at 2-8-12 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 truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Lire (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-2=70, 3-4=20 Concentrated Loads Qb) Vert 6=-649(F) 7=-092(B) 7 � i ,7 PE 76051 n\ STAT OF 7 ���`�40RI9_p!' �� Job 1russ 1russ we Fly MesdGMWd Avaloo-anaa= K1� 1 1 Job Reference o tlonal .7dY11. INS.. 111 1.... Sx4 6 46 MT20HS 11 4x4 = 2 LOADING(psf) SPACING- 240-0 CST. DEFL in Ooc) Well Ltd TCLL 20.0 Plate Grip DOL 1.25 TO 0.69 Vert(LL) -0.18 5 >744 240 TCDL 15.0 Lumber DOL 125 BC 0.71 Vert(CT) I -OA3 5 >318 180 BCLL 0.0 Rep Stress Ina YES WB 0.04 Horz(CT) 0.00 4 n1a n/a BCDL 10.0 Code FBC20177TPI2014 Matrix -MR LUMBER - TOP CHORD 2x4 SP No.2 . BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 *.Except' W2: 2x4 SP No.3 REACTIONS. (size) 6=Medianicel,4=Mechanical Max Horz6=57(LC 5) Max Uplift6=128(LC 8), 4=-128(LC 9) Max Grav6=512(LC 1). 4-512(LC 1) FORCES. Ob)- Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=3811133, 23=3811133, 1-6=37lM50, 34=371/150 Dead Load Dan.= V41n 4 46 MT20HS li PLATES GRIP MT20 244/190 MT20HS 1871143 Weight 50 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 64)-0 oc puriins, except end verticats. BOT CHORD Rigid ceiling dreUly applied or 10-" oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.Opst h=16ft; CaL II; Exp C; End., GCpi=0.18; MWFRS (envetope); Lumber DOL=1.60 plate grip DOL=1.60 3) All plates am MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent with any other live loads. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (p=1b) 6=128, 4=128. LOAD CASE(S) Standard \\��\��`M. `�. 00ENS+�`.q"`tl��i -� STA OF 7 Job Nss I russ lype Meadovge4 Arala.AA.an K2 Jury lviy Cmmmn 1 t Job Reference (optional) 6ouawm Truss, FL Pierm, F4„ 34951 4x4 = 6 U4 It 3x5 = 3x6 = Dead Load Deli. = 3116 in _ Plate Offsets (X,Y1- f2:0-1-5.0-1-81 14:0-1-5.0-1-8) (6:Edae,0-1-81. 19:0-2-30-0-81. 111:0-2-3.0-0-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in poc) Wall Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 VeA(LL) -0.14 7 >953 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(C) -0.34 7 >400 180 BOLL 0.0 Rep Stress Ina YES WB 0.05 Horz(CT) 0.00 6 nta We BCDL 10.0 Code FBC2017/TPI2014 Matrix -MR Weight 63 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 • TOP CHORD GOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 !Except* BOT CHORD W2: 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) B=Mechanical, 6=Mechanical Max Horz8=79(LC 7) Max Upli09=194(1-C 8), 6=194(LC 9) Max Gmv8=667(LC 1), 6=667(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3651143, 3-0=3651143, 2-8=544226, 4-6=544226 Structural wood sheathing directly applied or 64)-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=l6omph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=160; Cat II; Exp C; End., GCpi-0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) This buss has been designed fora 10.0 psi bottom chord five load nonconwrtent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 1001b uplift at)oint(s) except (It -lb) 8=194, 6=194. LOAD CASE(S) Standard q5� PE 76051 i l�l �a �� ,� 3-ate-1 q,� j c� �.�ORID_Q����� s oN��IrNG \\\\ Job I ruse 1russ lype, Meawod do Avabn-Artisan K3E GABLE 1 1 Job Reference o tlanal souMvnITN55, FC PIPlCa,FL, 3951 KYn:tl .VQL1 I.,. tT e. ZS—.'— r o m,la4nyueu,o.uu:. , ID.M,9447kmmi2g5MnorlCoyODm-UtgmmgPNH.DIgVrtOIeYJdjwGUynNcLgC12jgDzb -2-0-0 5-1G-0 11-8.0 13b0 241-0 5-10-0 5.10-0 414 = II to LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deb Ud PLATES GRIP TOLL 20.0 Plate Grip IDOL 1.25 TO0.38 Vert(LL) 0.03 6-21 5999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.05 6-21 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.10 Hom(CT) 0.01 4 n1a n1a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 6216 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 , TOP CHORD Structural wood sheathing directly applied or 6b0 oc pudins. SOT CHORD 2x4 SP No2 BOT CHORD Rigid ceiling directly applied or 104)-0 oc bracing. WEBS 2x4 SP No.3 . OTHERS 2x4 SP No.3 REACTIONS. (size) 2=13A-0 (min. 0-1.8), 4=0-" (min. G-1-8) Max Horz2=79(1_C 7) Max Uplifi2=206(LC 8), 4=206(LC 9) Max Gmv2=670(LC 1), 4=670(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. - All fonts 250 (lb) a less exceptwhen shown. TOP CHORD 2-3=-655/163, 3A-6551163 BOT CHORD 2-6=b(W502, 4-6=631502 WEBS 3-6=01253 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Nand: ASCE 7-10; Vult-160mph (&second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsh h=1611; Cat 11; Fxp C; End., GCp1=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (nomad to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSITPl 1. 4) Gable studs spaced at 2.0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonoonarreM 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=206, 4=206. LOAD CASE(S) Standard 0��� u i u rill// PE 76051 lei "� � STAT OF �• � i 0`� NAI'EN�\��\ a otruss trusts type Qty miuo a4 Aval n Attisan M 1piy VaAay 1 1 Job Reference (optional) 2 3 2a4 LOADING(psf) SPACING- 2-U CSI. I DEFL. in (I=) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n1a - n/a 999 MT20 2441160 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a - n1a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hoa(CT) -0.00 2 n1a n1a BCOL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 5lh FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 240-0 oc pudins. GOT CHORD 2x4 SP No.3 BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-0-0 (min. 0-1-8), 2=2-M (min. 0-"), 3=2-" (min. 0-1-8) Max Horz1=35(LC 8) Max Uplift1=12(LC 8), 2=36(LC 8) Max Grav1=62(LC 1), 2=48(LC 1), 3=28(LC 3) FORCES. Qb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.OpsF, BCDL=S.Opsf, h=16f; Cat I I; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord hearing. 3) This truss has been designed for a 10.0 psi bottom chard live load nonconcurrent with any other live loads. 4)Bearing at)oings) 2 considers parallel to grain value using ANSVTPI I angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1. 2. LOAD CASE(S) Standard IF .1 PE 7.6057 Ai �-01 STAVOF94 ORI job Ns5 Iniss type Mrada a Avalon-Ntisen MV4 VALLEY 1 1 Job Reference o tional auuueun ��um.rtrw, w, ram., .w-va� rgpl: et.%I...'IYIa YMC L--".'. .A weo NBl li I_IY l ID25Ys9447kmmi2g5MiCoyODmy3E8z0072L_C_MLA-SA RL -2-00 I w ' 2-0-0 2-0-0 i 3 2i4 it 2x4 0 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in Coe) Vdefl L/d PLATES GRIP, TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.02 1 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 125 BC 0.10 Vert(C-0 -0.01 1 n/r 120 _ BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code F13C2017f1P12014 Matrix-R Weight: 13 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 SOT CHORD 2x4 SP No.3 WEBS 20 SP No.3 REACTIONS. (size) 6=2-" (min. 0-1-8), 4=2-0-0 (min. 0-1-8) Max Horz5=87(LC 8) Max Uplift5=101(LC 8). 4=23((-C 1) Max Grav5=332(LC 1). 4=33(LC 4) FORCES. (to) - Max. CompdMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.5=-290/116 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pudins, except end verticals. BOT CHORD Rigid calling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult-%Omph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psF h=16ft; CaL II; Exp C; Encl., GCpl=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 nonooncument with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift al)oint(s) 4 except (it4b) 5=101. LOAD CASE(S) Standard PE 76051 EAlt, A -- ; STA OF - \\ `�j�� job ITUSS NS$ ype y 1423dowoW Avat� MV6 I Ve9ey t 1 Job Reference (optional) ••� •-K �. a• mucostus wnauteemmce.eausvan<uta miiec 'nmrnmrw me rrm Marta tZ36:6]2a19 Paget ID:25Ys944?Mnmi2g5MnodCoyODm-OGoWBMRdpY173pTG7(Itt002pBklh3Z 7r3Xpv6z6MRK 5 4 2x4 it 2x4 11 Plate Offsets (X.Y1- I8:0-23.040481 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in Ooc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.02 1 n/r 120 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.02 1 n/r 120 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 4 nia n1a BCDL 10.0 Code FBC2017nP12014 Matrix-R Weight 18 lb FT=20% LUMBER- BRACING - TOP -CHORD 2x4 SP No.3 ' TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP N0.3 ' BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 5=2.0-0 (min. 0-1-8), 4 2-0-0 (min. 0-1-8) Max Horz5=87(1-C 8) Max Up1V9--58(LC 4), 4=-67(LC 8) Max Grav5=332(1-C 1), 4=17(LC 3) FORCES. Qb) - Max. Comp.iMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-300/98 Structural wood sheathing directly applied or 2-M oc pudins, except end vertices. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vufl=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.Opsh h-16fC 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 nonconcunent with any other live bads. 4) Provide mechanical connection (by other:) of 1Nss to bearing plate capable of withstanding 100 lb uplift at)olnt(s) 5, 4. LOAD CASE(S) Standard M. E31 i RE 76051 A, -fl � STA OF s ORI �NAL`ENG -\N job truss I ms5 type Avalo N n V4 IUW IrlyMBaeouoo0 VaVey 1 1 Job Reference Donal i Ms. rL risers, r" a a i rc 8rc 0a rxr[1LUIUYrmC eZiea0931 Zgta MiieN ineustries lnc. WeE Mar 13123d5tl 2U19 Pa et ID•25Vs9447kmmi2g5MnorlCoyOD.x SMuOiRGashlNraS5 CFxFLVaiOMIZMGujHNRYzb�.1RJ 3,4 = 2 2x4 -;; 2x4 Plate Offsets (XY}- f2:0-2-0,Edge) LOADING(psf) SPACING- 2-041 CSL DEFL in (too) Udell Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Ved(LL) n/a - nPa 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.16 Vert(CT) We - n/a 999 BCLL 0.0 Rep Stress Inv YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-P Weight 11 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No-3 REACTIONS. (size) 1=4-0-0 (min. 0-1.8), 3=4-0-0 (min. 0-1-8) Max Horzl=14(LC 6) Max Uplift[=-34(LC 8), 3=-34(LC 9) Max Gmvl=124(LC 1), 3=124(LC 1) FORCES. (to) - Max. Comp.IMax. Ten. - All forcers 250 Ob) or tens except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof We loads have been considered for this design. 2) Wind: ASCE 7-10; Vult--I60mph (3-second gust) Vasd=124mph; TCDL=5.Opsh, BCOL=S.OpsF, h=16ft; CaL It: EV C; Encl., GCpf=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This buss has been designed for a 10.0 psr bottom chord live load noneoncurrent with any other live loads. 5) Provide mechanics[ connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at)oint(s)1. 3. LOAD CASE(S) Standard \���� PE 76051 il`1 �a. .: TO S IAT OF moo`. �3��g14e A ////1�1ss