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HomeMy WebLinkAboutTRUSS 8-11-18/bl bl I,dS ' SCANNED SOUTHERN TRUSS COMPANIES, INC. SOUTHERN$ 90Pi� ((�`;����/ RANDY@SOUTHERNTRUSS.COM TRUSS 2590 N. KINGS HIGHWAY / FORT PIERCE, FL. 34951 (800) 232-0509 / (772) 464-4160 / (772) 318-0016 Fax: CQ NA PAN I ES Project Naive and Address:= Occupancy: a Single -Family Lot: Block: County: SAINT LUCIE Multi -Family Truss Company: Southern Truss Companies, Inc. Commercial Truss Engineering Program: Simpson Component Solutions Plates By: Simpson Strong -Tie Contractor / Builder: LARRY PREVO Model: GUEST HOUSE Elevation: Options: STATEMENT: I certify that the engineering for the trusses listed on the attached index sheet have been designed and checked for compliance with Florida Building Cede FBC2017. The truss system has been designed to provide adequate resitance to wind load and forces as required by the following provision: ROOF FLOOR Top chord live load: 20 P.S.F. Top chord live load: -- P.S.F. Design criteria: ASCE 7-10: 160 MPH Top chord dead load: 10 P.S.F. Top chord dead load: — P.S.F. Engineer: Brian M. Bleakly ' Bottom chord live load: 10 P.S.F. Bottom chord live load: -- P.S.F. Address: 2590 N. Kings Highway Bottom chord dead load: 5 P.S.F. Bottom chord dead load: -- P.S.F. Fort Pierce, FL. 34951 Duration factor: 1.25 Duration factor: -- Mean height: 13' Exposure: C ' *10.0 P.S.F. bottom chord live load nonconcurrent with any other live loads. This is an index sheet submitted in accordance with the Department of Professional Engineering. Tallahassee, FL. Engineering sheets are photocopies of the original design and approved by me. No' Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ED. 1 A 21 41 61 81 96 2 Al 22 42 62 82 97 3 B 23 43 63 83 98 4 SGEA 24 44 1 64 84 99 5 SGEAl 25 45 65 85 100 6 SGEB 26 46 66 86 101 7 27 47 67 87 102 8 28 48 68 + 88 103 9 29 49 69 89 104 10 30 50 70 90 105- 11:- _-__ _.-. ___ -- 31 - -----; 51 71 91 106 12 M 52 72 , 92 107 13 33 53 73 93 108 14 34 I 54 1 74 94 109 15' 35- S5 75 95 110 16. ;", 36 56 76 17 37 57 77 1 38 58 78 \���O1M1IB�ll/�� 20 -40 60 1 80 As witness by my seal; I liearby�certify that the above information is true and correct tb the best:of my knowledge and belief. ', :Name: Brian M. Bleakly Lic. #76051 Jy'`„t /ti^ .• - . '. 1 ST / gyp. — •t�,X1\ i m SHOP DRAWING / SUBMITTAL REVIEW $APPROVED [3APPROVED AS NOTED REVISE AND RESUBMIT ❑ REJECTED SUBMITTAL WAS REVIEWED FOR DESIGN CONFORMITYAND GENERAL CONFORMANCE TO CONTRACT DOCUMENTS ONLY. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRING AND CORRELATING DIMENSIONS AT JOBStTE FOR TOLERANCE, CLEARANCE. QUANTITIES. FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION, COORDI ATION OF IS WORK WITH OTHER TRADES AND FULLC P E CONTRACT DOCUMENTS 13 p Date: z4_ Architectonic In Fort Pierce, FL 34950 RECEIVED APR 18 2018 ST. Lucie County, Permitting F Ti L� L� I 0 11-1 � �, t TYPICAL. DETAIL (?,� GoRNER - HIP NOTE- LADS=National Design Specifictions for Wood Construction. 132.5# per Nail (D.0.1-Factor=l_25) nds toe nails• only have 0.83 of lateral Resistance Yalue. 12 HIP GIRDER CORNER JACK GIRDER Jl-,.13 TC HIP JACK GIRDER J5 TO HIP JACK GIRDER J7 TO HIP GIRDER HIP JACK GIRDER (CJ7) TO HIP GIRDER w ALLOWABLE RFC-110N PER JOils UP TO 265# = 2-16d MAILS REQ'D_ © UP To 3941 = 3-16d NAILS REQ'D_ TYPICAL CORNER LAYOUT ' FASTE N E R CHORD HANGERSGIRDER i JACK TC - ----- - 2-16dnails ----- BC 1 - - - - - - - 2-16d nails - - - - - TC ; - - - - - - - 2-16d nails - - - - - BC - - - - - -- 2-16dnails -r --- TC - - - - - - - 3-16d nails - - - - - BC - - - - - - - 2-16d nails - - - - - TC - - - - - - - 3-16d nails - - - - - BC - - - -- --- MINbNM GRADE OF LUMBER LOADING (P5F) SiFL 'NCR_ 25% Feczo 1.0 L T.C. 2x4 sYP $Z B.C. 2x4 SYP 12 TOP 20 '7 WE9S 7x$ SYP NO3 � G 0` 10 O.C. S OUTHERN Fort Pierce Division• RU-53S 2590 N. Kngs Highway, nFort Pierce, FL 34951E�`��� (800)232-0509.(772)464-4160/ �� Fox:(772)318-0016 By_ stephan W- Wori:er. structural Eng. License A 54395 2590 N. Kings Highway, Fort Pieces, F1,:.34951 1 P Typm;—,AL DET AIL (0 CdORVER—.— FIR EP- JOINT ALLOWABLE PFAG111DN gol-E IqDs=NcrbonciI D&iign Spccff1cfi0Rr- lor Wood Consiructiom (D Up TD 26s = 2--1 Sd NALS RWD- per MOU (D-0-1-1caLior-1-2-5) @ Up To 39q = 1 3-Eid RAUS REISM nds toe nails only hc:rva 0-83 of -'-once- Value- Icrterul. Resimt 1.5 & 1 12, --0 - . 0 --@ - MIPP I -(A) MP GiRDER 1-5 OVA 4 12) tYPICAL MRNER WYDTJT 14 MRNEp, jAcK GIRDER FAS-FEN EFZ CHORD HMGERS &IRDER JACK Tc - 7--76dl naRs JACK GIRDER BG - 2-16d nails -m, - 2-1 6d nails J5 TO HIP JACK GIRDER 13G - 216d nails -� - - - - - - - 3-1 6d nulls Be - - - - - - - 2-16d nails Tr- - - - 3-1 6d traits' Hip JACK GIRDER (cj5) To HIP CARDER BG - - 2-1 6d nails UNUM GFADE OF LUMBER WfiONG (PSF) 2X4 SIP fz Tap sn- fz 2L 0 00 YEES --4 SIP K03 Bari= SP.N= w 0-c- -S-01-ff"URN .COMPANIES Division Fort Pierce Division 25911 K- ICngs Kghw4' Fart Fierct, FL 3da51 (800)232--0509 (�72)46A-41 So Fa)c(772)31 a-Ml 6 ` Rip thin arodnd s prelerhfe to miYrmnuednrs be�+cse nr aj �s+eP�asfaflauary bj hip8u faadr, tJ fOFPliasRed cam, ,s ara cnmhirr--Gan of rhea feafrrzs v> �_--_ Ali hangers in this sedeshave douhlashEarna➢fing-an innovation grA d-tsfribuies the load through 11m prfuds on each joist -1 for greaterstrength-This allowsforfewer nals,fasterinsmlia"uon, and the use of all common nedisfor the same connection - Double shear hangers range from the fight mpadly LUS hangers to the highest capacity HGUS hangers_ ror medium load truss applicaffons, the I�US niters a lower cost alternative and easier installanon than the HUS or THR hangers while providmg greater load capadly and boring than the WS. MATER1P-L- See tables below and on page 133. FINISH: Galvanizeb Same produce M lable in sWules steel or zili " coating; see Gorrusian IRib mrfion, page 1B-19_ INSikL1 OGN - Use all specified $sieneds• Sew General Notes- - Mails must be dra en at an angle through the jorsri or truss into. the header to achieve the We loads. 1&oL designed for welded or naler appfiedorrs DF ,uRs:- WS and MUS hangers camratbe modfied- - HUS hangers avallable vrrtir the header flanges turned in for 2.2x t3't j and t: Only, vAh no load reducgon- See HUSC Concealed Flange Musbrafion- Cortcealed flanges are rintavalablefur HEMS and HHUS_ See Hanger options, pages 20a-M for sloped andfor slowed HHUS models'_ _ Dther s¢Qs available; cons;& your Simpson Shang Ta representati - CUOES_ See page 20 for Code Reiemnm Key Ck t . . 0a n rM m rz zz 0 t5 M :r. ■ 7hes2 pmdads arc aparZabfe ha add6orW mrrmiM pMtL;ffart ,4ddr6arrafpmduds art thfspage rreyalso <e able wrVr ihs aprmn, eyecYvriBr-SunpsoA Strong-Tiefardefa� �7hffipmdadsareapp � f (,oMw- cdnrsa Sri papa ft trim. Dimensiaor Fanerr rdodel Heel Ga Can*p carr d. No: Height W H $ Member Member SW6LEZXSf�S LU5L4 23- 18 1-. -1 1'!, 410Z1Dd' 1•Seetabte ♦ LUS25 .11 4 70d h4IMS J* HUM Ht� i4 LUS18 JAMB :HUSLB HGUS7B HU5210 • DSode! Ha. tY • ��© 410d 6-10d &10d t4-16d 6-16d *15d 8-16d 6-10d 4-10d B-10d Mod *16d B-15d 36-16d 12-16d B-IN 410d 30-16d 10-15d an page 133 for a0mvable loads �HHU5210 Z (Fmss Designer to pruvide fastener quaraylarcannecrn9 maA* mernhers together) UT-"HGUS2R-Z smm�soN.f S�rYOriaTI� ih neuuceo neet neight Double Shear Dome Double Shear ® Double Naltng NerTrng Sidelltew Shear SdeVew .(avar7ahleou Nor Ing Do not _ some mnddS) Top View bend tab " A M Patent 5,603�au s -_� 410d 6-10d &10d t4-16d 6-16d *15d 8-16d 6-10d 4-10d B-10d Mod *16d B-15d 36-16d 12-16d B-IN 410d 30-16d 10-15d an page 133 for a0mvable loads �HHU5210 Z (Fmss Designer to pruvide fastener quaraylarcannecrn9 maA* mernhers together) UT-"HGUS2R-Z smm�soN.f S�rYOriaTI� ih neuuceo neet neight Double Shear Dome Double Shear ® Double Naltng NerTrng Sidelltew Shear SdeVew .(avar7ahleou Nor Ing Do not _ some mnddS) Top View bend tab " A M Patent 5,603�au s -_� - SPMmvalleLaads SPFIWAIIumbleLoadc ' Code - Rc W- m UpUtL' F1anr Shaw Root Mud UpGIP ;Floor Snow Huai Mmd • HrL � = 0M (IN t11s) n9 VIM- t1� - SINME2cSrzB B25 1D45 490 aT5 .. Bm 695 '1135 42D 575 BE 705 B95 1070 1355 1165 940 1b75 1155 1475 10M 740 B45 915 1150 lT,F6,L17 16m 1325 1090 1410 ' ibla T745 16?5 940 1170 - 1255 1370 157D _ AS50 . 2950 3335 MS- 3335 WS 2330 2S0 • 2520 2665 - _ .'1765, 4725 5290- 5390 'S39b` 15M 3750 4200 4500 405 17.L17 2140 2645 4220 4335 1155 } 1200 13 14BO 1B35 - 1555 '7310 2150 2330 2545 20M 3790 39M 4070 4335 3015 6460 SM 6870 1 7275 115.5 3060 1445. 4105 .150 4310 T795 4450 2270 4930 1005 1 g40_ I 1075 1 1155 1475 1335 J l4tj 1690 1 18130 2M 17 F6, L77 1720 29M 3M5 3125 3435 2595 4950 .5160• M0 5745 17, L17 1005 1145 ' 1305. `j415 T745 25M 3150 =5 •3425 iT FE4 L17 1 3B15 13Z NatcFordrmmsiDDSandtasjcnerlrrfmmabod4s W&zb- 5:s tahlr iowboks on page 133. rnymool•oa woof! & zurtiolural E;ompusicu'Llimiliul ul mmulllaa �1 i v NEr n y iVG i W co Qi ao T C S S STD L=1 S C C = C Ca 7 f m 2 C [7 S GC'7 •P P i C C C'] A fS/] i N � cn C�I N N N. �-4 Flt N jV �o � jlt N N ,P N ,p � A N •P N C s i i `J 1 1 CO a 1 vc •"� 1 CD a w a a s C 0 T 4' w `? 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VtROERDA7 j{EgUIREA OIiNGl7H t YALL¢Y 19 MFh9�R�D ALQNO SDP OF R{E 70P GIiDRD, �*' (aa) OER 9PJ�{S IAAS.O� OUIL'I' A5 LDNq h5 .nlr MICA HGIDHr DOES Owl ExoEEp 12 - r it x 007rOM WORD MAY OF VgU6RF On PITDHEck DUT Ag SHDIYN. r y Ysn4 gr...nD Max s V E GVf e+�1 �ZFW �Tro� DNORO pDPI AH�RA vh \ . �tLD +�►7 - -oil Max (449 SuppoRTING TRUBsF-s AT 24'° 0+or Mp,XIMUN SPADING, EtegQon 61 ndr hurt I ad>•l0e rt9 -90UTRER apo do op ,�')}=P,C.Y,�19 Pare f�(eroe C7 I Uri n a vcMp or 2ap0 H Klntl+ tR iwoy, �jl� Ivr �-qTv�rt ,r6a��iiTptt�r��t Fort PlG 111(FL pol 1Nuw are {(•y�¢YJIpMAIiAI� (000)232,011 t R 718r Od7s +�IOd Xher, nv hll1�%�r,md++lh.rol,rn.vm r tpeclRBd 0 t U v Rio IYzN OPTIONAL g Ul3 op-rIONAL HIP CND VL"Rna JOINT DETAIL T r—I 4 I rorpamipbmv of Inca daslpnrr, pinla rnanulaalurer 6raeIngu fnIgh I� IW to vro ► qulrrM 11v pr v nt 110ppllnp Inn- �rxr hunionanI bmolld WIII 1 r11 by raqulrod In prapacl oo aura dutlnq L FRAMINO m 1,QQQIny 2U I75F 10 l,L 1'0 DL 20 10' 16 FV 00 DL 10 • 10 • Par IUD LL 90 00 P51r TaTAL LpAp 40 �e psf CII =_ T1Gm 11,28 11,26 ACSE 7-10 .—��=--wir 2x4 Dobla "uool Braoa No graces 1 1x4 Group A '4-A 5 as n 5 ea as Gr; a 2 3,-4. 5PF 3'-3" c v H F STUw D 3'-3" Tt; 4r J 0 STANDARD 3'-3" 1 3' 'a" 5'-10' _ F4- S P 3'-7" W-10' B'-0 0 3 3'—a" V N DFL STUD 3'—B" STANDARD 3 —4" 4 —3' 1 2 3-10' 0-0 0 S P F 3 —9" U sruD 3'—g" B'—D Q P STANDARD 3 —9" 8- B 0 1 ,} —3' —B S P 3 4 1-0" B'—B e'-2 v to DFL STUD STANDARD 3'-10' b'—= 1 2 3" 7 —e rF 3 - 4'-2' 6'-11 a (� Pc H STUD 4?-2" 4-2- 6 C G O STANDARD 1 4 —B' 7 —, ,v a SP h!y4. r DFL 3 g _STUDa— Gabla YVMpLBRACE b LENDTR MAYO Doug= WM Da1aDN BppAAOOE Is unto. CONNI oc'L ulOWE MR � T7DTrr4HLOM 19 1 X. WI B I Group A SOUTHERN TRUSS COMPANIES E END. B Group A B Group Group A Gr°up^6 Group ex t el i I 1=•1.25, EX (DSURE Bracing Group Specles and Grades GO�UPA SPRUCE—AINE—MR HEhi--FIR STUD � 1 2 3 STANDARD STUD STANDARD DOUGLAS MR —LARCH • 3 SOUTHERN FINE 3 STUD cTSMOARD STUD STANDARD C,anLE TRUSS DETAIL NOTES, LIVE LOAD DEFLEGTION CRITERIA IS L/240. COM1N000S BEARICONNECTIONS PTORDIEAD LOAD).�R GABLE ENO SUPPORTS �O�VERHANG FROM DX°12" OUTLOOKERS WITH Z'-0 PLYWOOD OVERHANG. AJICH EACH "L' BRACE WITH lad NAILS. �')L' BRACE, SPACE NNLS E 2" OC. 10 EN((o ZONES AN° ,?A..:. BETWEEN ZONES - I t,)18 O END.ZONESBRACES: 8"SOCC BE NAIL AS 3" MRACIING MST BE A MINIMUM OF BOX OF WEB EMB C.�BLE VF3TIICAI PUTEN SIZES VERTICAL LENGTH a SPLICE 11t4 OR 20 LESS THAN 4 —0" GREATER THAN 4'-0", BLIT 2n4 LESS THAN 11'—B" 2,51c4 GREATER THAN 11'-151" TO COMMON PEAKFSPLICE AND HEELRPLATES.USS SION FOR REFER TO CHART Auuyr. rvr% m1-'.. —' --- . — Erection bracing Is not the responsibility of truss designer, plain manufacturer nor Iruss fabrfaalar, persons erecting Inrsses are caulloned to eeelt professional advice regarding erection bracing which is al.,"o required 10 prevent toppling in and domhwing during area and ;1 Commentary bracing Rhich may rq F o rZSPierce Division apaac�e applications. Soo inslalfiBg 51 bracing morurnmual plats connect d ,food tru3ses MI). Fort Pierce, FL 34951 Tresses are to be erocled and rsslened In fastened In a elmlght and piuml pssilion (BOO)232-0509 (772)464-4160 where no eheallnp is oQp�ied draclly to lha top chords, they shall ba braced as Fox:(772)31B—OO15 specified on the truss design, Trusses shall ba handle 'Xi reasonable taro during ' erccgon fa relent d e. MaximMaxim—tal Load 60 f 5F SPACING AT 24" O.C. L-BRAG E DES 1 AIL Nailing Pattern . Note: L-Bracing to be used when continuous lateral bracing is impractical. ►_...brace L-Brace size l�l ail Size . Na11 Spacing _ cover 9Q5'd D#web Iengi3a - 1x4 Dr 6 10d L g� or $ I i 6d L-Brat e Size NDt Nall aIong entice length of L:race for One -Ply Truss Con Two-Plfs. Dail io Both Plies) w Specfied Z-orriinuous Rows of Lateral Bracing I Web Size 1 2 Naffs 2x3 or2YA ix4 t� l 2x6 i 1s 1 2x8 W -- DIRECT Suas-r moNNOTAPUCABLE. VVE LBrace Size forTvro-Ply Truss Specified ConfmUDr18 Rows of Lateral Bracing Web Size 1 2 W or 2x4 2x4 2x6 2x6 -- 2x8 2-v$* DIRECT SUBS71=0N NOTAPUCABITE Web L-Brace mvstbesame species grade (Dr better) as web member_ - � I (" T -BRIDGE I l-BPACE. Note. T-Bracing / 1-Bracing to be u•'sed when continuous lateral bracing 11-Brace must cover 6a% of web length_ is impractical T-Brace Note: This detail NOT to be used to cdrive: tT-Brace / 1-Brace webs to continuous lateral braced webs - Brace Size Nailing Pattern far One PiyTruss T-Brace size Nail S-¢E ' . Alai, Spacing 1 x4 or 1 x6 10d ' 8' o.c. Specified Continuous 2x4 or 2x6 or 2x8 16d 8" o.a Rows of Lateral Bracing i - Note: Nail along enure length of --Brace! I -Brame lrfeb 5'¢e :' I 1: 2 (On Two-Ply's.Nar'i to Both Plies) .. l 2; 3 `o&2x4' U4 (I T-Brace 1x4 (') i-Brace l 6 US () T-Brace 2x6 1-Brace 2xa 2n8 T--Brace 2x8 1-Brace NIMIS Brace Size alternate position for Two -Ply Truss Specified Continuous lateral Bracing .+ „x k Rows of SPACING Web 5¢e - ? 2 .. k " 2x83 or 2x4 2x4 T=Brace 2x4 {-Brace �, ;� 2X6 T-Brace 2x61-Brace WEB� 2x8 W T-Brace 2x8 t-Brace k a � k T BRACE Nails / Ser.�jon Det 1 T-Brace Web alternate position NaIIs FSP ce must be same species and grade (or better) as web member. P webs are used in the truss,1 x4 or ix6 SP bracesmust be stress ed boards with design values that are equal to (or better) the truss web w I-B race'sign values.mber gradesupto#2wcth1X bracing material, use IND 45forT-Brace1I-umber grades up to #1 with IX bracing material, use IND 55 for T-Btacell Nails/ . i SCAB -BRACE -DETAIL S T - SCAB -BRACE Note: Scab -Bracing to be used when continuous i =ral bracing ai 'midpoint (orT-Brace) is impracocal. Scab must cover full length of, vaeb +f- 6". THIS DETAIL IS I UW>LICABLEWHEN BRACINGIS ` REQUIREI}A T '-I1S•POINTS OR I -BRACE IS SPECI)TfED_` pppLy 2,_ SCAB TO ONE FACE OE WEB WIT! Z ROVi'S OF 'i Dd (3" X D.'i37"j MAILS SPAGED'6"'O.C.' SCAB JA1JST BE THE SAME GRADE. SIZE AND SPECIES (OR BE{ zER)AS THE WEB: MAXIMUM WEB AXIAL FORCE = 250D lbs IV MMUM WEB LENGTH W MINIMUM WEB-SIZE- sr,As BRACE MINIMUM VVEB GRADE OF M Naffs � Section Detail _ ®-tee Scab -Brace Web Scab -Brace must be same species grade (or beiteo as web member. Southern Truss Companies, Inc. Truss: A 2590 N. Icings Iii wa . SOUTHERN g y PmjectName: 3005 Date: 3/7/2018 3:00:02PM TRUSS Fort Pierce, F1 34951 Page: 1of1 ComponentSoLltions7TA (800) 232-0509 (772) 46"160 (772) 318-0016 Fax TrussCOMPANIES Version:2017.7 [BuRd 14] Material Datab ase version: 1566 Span Pitch Qty OHL OHR CANTL CANER PLIES Spacing WGT/PLY 24-0-0 8 /12 13 2-M 2-M 0-0-0 0-M 1 24 in 1101bs 28-0-0 2-0-0 6-2-8 5.9.8 5.9-8 6.2-8 2-M 6-2-8 12-0-0 17-9.8 24-W 4x4 - 3 12 81 12 �8 5x4 / 5x4 \ 4 r c� °J m 7 ch 5x8 - r 6 6 g 5x4 / 1x4 i 1x4 5x4 \ 1 5 T _J4 4L 0 12 12 D-0-0 3-10-0 0.0-0 6-2-8 5-9-8 5-9-8 6-2-8 • 6-21 12-0-0 17-M 24-0-0 Loading General CSI Summary Deflection Ll (roc) Allowed Tend (PsQ odgcode: FBC 2017/ TC: 064(1.2) Vat CR. 038in L/7/8 (0) L/180 TCIL: 2D TPI 1-2014 DC: 061(56) Vat IL• 016m L/999 (0) L/240 TCDL: 10 RepArinaerse: Yes 116b: (1510.4 Hors CR Q34in 5 BCTL: 0 DAL: 125% CtapFamr, I=-ZO BCDL: 5 1 Plate Offtw(IntXYAngy (1•3-21.7.18.) (2:0.122-&33.) G:0443.Q) (4:0.13.2A33.) (5:3-2,1-7.1&) (&.M3-IL9Q) ?DQ12Q) M0413-11.9Q) Reaction Summary IT Type BmCtmto fig Wdh Maeda RgIBrgWdh M.Rcod MuG—Upufk Max WodUrift MaeUpuft M.Haiz 1 Pin (WO) 1 6m Cmmae Mmooty 3min 991 ens -526lts -52611s Mlbm 5 HRon (Wdl) I 6in Cmmte Masonty 300m 9911bs --5261hi -5261s Oft Material Summary Bracing Summary Tc SP (ALSC6.201) f22r4 TC &acing Sh"cdcrPurhns a 3.54 Patin daigo byOthm. 13C SP (ATSC6.2013) fR 2x4 BC Hadug Shenhdor P.S. a 7-7•Q Pudm deign byOthas. Was SP (A=6.2012) fn 2A Loads Summary 1) This etas has been &sigsdforthe-Ac deto)0psfbmcmcbWhwItdphsdadloads. 2)ThistnashasbemdaiWdfatheeBeas a/'windlm& in acmdmm withASCEI- 10with the fi0owingma defind inptt 160mpholtimae Exp—C,FullyFnclraed GaNe7Bp BLdltingCoapy H (I- L00), Ose Q IDdgDims 24 Q x408, h -1267 % Na F.d 2aae 71ms, Neither mdwebcmsidaed DOL- L W, CC Zme Widh 3 fL 3) hLnimm stmlp anie imdng in axxsdmce whh IBC TaUe IW7.1 has boot 4TUd Member Forces SummaryT.Hei.6w.:Membam,ma:CSI,—Aolro<e,".f—ifda I ficon — =W f.—) TC 9-1 0584 6711s 2-3 Q514 -4m mi 45 Q578 -7nti 1s 1-2 a&4 -23MR. 3-4Q512 - 773 mi SIO Q584 61Its IlC 5-6 11606 499911s (-5841hi) 741 05M 2,00E Its (-56011s) 6.7 IBM Zoos 111 •5881bs 8-1 Q606 L99911s (-5571ts) Wits 2.8 Q06z Ism; 3.7 Q513 1,4201hi (-383Its) 1 46 Q02 IVft 2-7 QRS -606Its 4-7 0425 -606Bs Notes: BL 1)This dmigo isb dmASCE 7.10 asrdaaxdbythe 2D17 F1aido R06.gCo3e. 2) Vat CRandHors CRm w the tadbairmtal"mums de to tia wlwdpdm theapc®pmmtafd2Qeaim dnmdcadload camp dw DeOLL+(Rat-1)xDe9DLin �� \P —•— ^), �\ � ���Chs �� F, amadmmwith ANSUTPI L \ 4 ` 3)Agdity oetml faux.Cq- Q80L has been apiidto the plate latent tmistmtedsigi values bsdm a 20%Fabicadm Tdtrance sdatedbythe Tioss Mandxwapa N6 / ANSYM 1-20Q7 Sasm 23.69 4) MdingDesipershall wrifysdfwdgbt ofthetnas andother dadimd�tdals donor armed DCDL 5 pit 5)U tedwitp ndliftn fi—bmdm MWFRSOnyloadng PE 76p51 1 �-.�--- l 6)Plates d ab I.TC pitch url¢ meet the poesaipow t®imm sim rogbooent totransfatnHoiaddophalands arms lanarms thaejoints. = 1 I %III` STA.S /'�Z 0'�`����ORI�P'\�w� ZONAL 'E IlllI111� NOTICE Acopyoftbis dais' shaDbefimd ishmsacm thetimha=.ThecsipoftbisindvidWtmsisbmdmdsii@rahmts edamd..g;. syplidbytheTmsMantfamsaadsdi.q-tbeamrary Brian K Bleakly md...Oct ens ofthemf—eim sat forth bytbeMdng)Migta.A sd m this dawwgindatm amepanmofpmfasimalmpjnmingre;pmsihTbysddyfath.b s .pmmt desi®s sbown. Seeth.c— Sooct Eog976Q51 pegeandlbe'7mpmmtmf® m&GeotWNan"pagefarad58mni inf®aim.All cmneaaplats shall bemaotd ciudby Simpsm Strmg-Le Css�y, Inc in arccdmrewhh ESR-P62. All conto r 29ANRings Hwg 12 Puce, F134951 am are 10 colas thes 'fid ate size it f Umed a "-18"wbich mdmtes an ]8 ate a'S418 which mamtm ahi tassim 16 ate Southern Truss Companies, Inc. Truss: Al " SOUTHERN 2590 N. king s Highway Project Name: 3005 Date: 3/7/2018 3:00:02PM TRUSS Fort Pierce,F134951 Page: 1of1 ComponentSolutions761 COMPANIES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax Truss Version:20173 [Build 14) MaterialDatabaseversiom 1566 Span Pitch Qty OHL OHR CANTL CANT R PLIES Spacing WGT/PLY 24-0-0 8 /12 6 2-M 2-0-0 0-M 0-M 1 24 in 118 Ibs 28.0-0 2.0-0 4-0-0 4-0-0 •10• 3.1-6 31.6 10- 4-0-0 2-0-0 4-0-0 8-0-0 ll Tl- 0 15-1-6 1 20-0-0 24-0-0 44 - 6 2 8 1.5x4 - 1.5x4 - 12 �8 1x4 1 1x4 J _ 15 1x4 � 3x6I 3x6 \ 3 9 r 1x4 \ 0 1x4/ 0 n 8-0-0 a 5x4 - 1 1 5x 4 - ' EtP T 14 13 12 1 3x4 - 3x6 HS 18 - 3x4 - 7 0-0-0 0-0-0 8-M 8.0-0 8-0-0 8-0-016-0-0 24-0-0 Loading General CSI Summary Deflection L/ (loc) Allowed Lend (tat) H%Code: FBC 2017/ TC: Q70(2-9 Vd CA Q63m L/440 (13-14) 7CLL 2D 7P71-2014 BC: Q81(MI4) Ved LL• 043m L/641 13 L/I80 L/240 7CDL: 10 14:pWrInaasse: Yes VPb: Q38(5-15) R=CR 005in 11 D=: 0 D.O.L: D5% CrtxpFado, Ifa=20 BCDL: 5 Plate Offsets (Jet7l.YAng), (L•L13,1-AQ) RK43.32) (3:1a1-7,33) (4:1-IZ5.49Q) (5:g1\1-I;Q) (60Q43,Q) CtglSl-17,Q) (8:1-17,56,9Q) (9:1al-731) (I0004a32) (11:2-13.1-16Q) (123$3Sn) (13:an1-12Q) (14:3&3AQ) (15:0Qn9Q) I Reaction Summary .r Type l3<tcCembt &g Wdh Malarial Rqf Bt¢Wdh M.R—t MaxG—UtiiQ Mu V0ndl3ditt' M.Ud58 Max Ha. 1 Pin 1111, 1 6m Concrete Mastm ery 3.001,2281b; - fiB Its ll HRon(Mll) 1 6in Concrete Masonry 3A0m I,=lbs - -Oft fi[81hs 151a Its Olb; Material Summary Bracing Summary 71C SP (ALSC67DL'i) V12a4 a n'tre TC 11-ing Sheathed wPutins A 34A Pulm dmig b1 Olbm. 3-6SP WSC&2013) SS 20 6-9 SP (ALSC6-20L1) SS 2.4 BC SP W-SC6-201i) N12,4 BC Hadag Sheathed aA.lins n gl-Q lidm daig lyOlhea. Nhls SP(AM6-2012)IG2x4 Loads Summary 1)This tno has beon dsiged"e eSecrs de to l0pfbon® chord liw lesdpius dad link. 2)7histinshasb—daigdfrthe T— ofwindlolls in aomrdtnce withASCEI- 10with the fdlowinguserd:findinpt: 170mphtltimngF-Votxe C,FtDyFncsed GaUellip BuldngCateg3y11(1-LOO/, Ovendl 04gDims M67 A x 26 f, h-100, Not End ime Tins, Nethaeadweb rensidned. DOL= 160, CC Zone W3dh 3Q 3) Mioimm stwAp aIDe loading in amodanoewith W- TaNe 1607.1 has bon aqua 4) Attic flea an has been dsigd for stcrare with a 20psf0esrlive aade Opsffloor dmd load Member Forces Sum mary MR. mdptes:Math. ID, — CS; maxad.Ifen,(maxaamtr.Erne ifdfamtfinal --IdAfoce) TC 16.1 0666 6711s 56 Q491 1821ts (-5011s) mil Q552 .4861 Its 1-2 0.550-1,8611. 6-7 0.491 18211s (.51 RE) 11-17 Q666 67lbs 18-10 24 Q7M-1,591Ibs 741 0382 .1, 19411s 1 45 11382-L1941hs Q7@ - 592Its - )3C 11-12 Q781 1.527@s -5@Ibs 12-14 (1813 1, 163lbs .219 nz 14-1 Q781 L527Ila 469 ft) V,ifis 2.14 Q2D7 436lhs 615 QOQS 151ts (-7lta) 10-12 Q271 4360s IA. BL,�- 4.14 Q177 51911s (-In Os) Is7 Qm-I,519N 515 non-45191bs 8-12 non 51911s (-Ill it.) \GEN 4QJi Notes:` 1)This d®g is tasdmASCE740as re(...dbythe20l7Hdda"ds%Co& 2)Vm CRmdHm CRatethetetial aodhod-1 delectimadetoGwlmdow theampcmgmmtoft4Dnyitn detodmdloaA cotptdas De LL+(Xa-I)xDe8DLn t 1 PE 7�051 -'•+�} arm %%with ANSVIPI L 3)Agnlityemtml ficra,Cq=(LBQhmbem aWHdtoibeplaelaaalres3stmm&igivaluesbudm a20%Fahicnim Tderaomsdepedbythe7Ms M—EIctueper ANSMI I-2007 Semen 2349 1/ -- -- I I I ) X 4)Bo7tingDeigashall saify sdfwd�tt ofthetrss mdothadadlendma7maIsdtaa armed BCDL5ps£ \ STAV..1 1 5) ISstedwmdtpBreaction, Q reactilmdm MWFR4 Only testing 6) Plates laoaudat TC pitch heals men the p-.ipdte tmn®m sae regirmont m trmsfa mdodvddaphragm Imd; sores thosejdns. �� Q' / 7) At log mewebdthistrss has been dnigtdwith apmd print in theweia Allpmd points not such wds shall bebmedlalwAypapmdaimmthepl=eofthetttas. lineal O� x,�M1t��l boas shall be insulldwithm 6'ofm=h web pmet point `?v\\�� �i/�`��`40RID /e\,\\ . SS/OiVA 1 `\ NOTICE AMofthis dsig shall befmishdto the maven omtacra. The design ofthis intisidA tins is lmdondmig aitaia andmilrenents atpplid",,71nss Mznuk a adrelies tpn the acaracy Rdan RB7 14 2 andampleteness tithe mf—nim sat forth by the BuildngDesiga.A sml onthis dam tf wiogindtaas nooepanpofessimal mgin®mgrapnsibility solely frihetass am(mmt digt shown. See the co— Stnst Fag976Q51 Ie¢ andthe "Impmaat la, fo®atim 8:maa Gl Nt1s" pag faaddtimal inform. AO cmneuallates shall betantuboitredby Sim sea in xmdmm with ESR27R. All ®neda 2590N King Hwy Ft Pierce, F1 34951 ats an 20 miss thespodfied platesize is Hlowd by a"-llr which indicates an 18 puff r1mr,a"S6 Ir" which indicates a highttnsim l8 ate 1" Southern Truss Companies Inc. Truss: B SOUTHERN 2590 N. kings Highway Project Name: 3005 Date: 3/7/2018 3:00:03 PM TRUSS Fort Pierce, F134951 Page: 1 ofl Component Sotutions1hl COMPANIES (800) 232-0509 (772) 4644160 (772) 318-0016 Fax Truss Version:2017.7 [Bmld 14] Material Database version: 1564 Span Pitch Qty OHL OHR CANTL CANTR PLIES Spacing WGT/PLY 12-M 8 /12 3 2-M 2-M 0-0-0 0-0-0 1 24 in 501bs 16-0-0 2-0-0 6.0-0P 6-0-0 2.0-0 6-0-0 12-0-0 4X5 1 2 12. 8� 12 18 v c d 45 - 1 " 4X5 - T 4 1X41 6 0-0-Q f>Q-0 6-" 6-0-0 12-0-0 Loading General CSI Summary Deflection L/ (loc) Allowed Lead Q-0 BWgCode: FBC 2017/ TC: Q60(36) Vet CR QWm L/999 (4-1) TCIL : 2D TPI 1-2014 BC: Q33 (4.1) vet M Q01 in L / 999 (3-4) L/180 L/ 240 TCDL: 10 FpMbinzease: Y. wb: Q(6(14) Hax CR Q01 in 3 DCIL: 0 DAL : 125% CreepFaaa, K.=10 BCDL: 5 Plate Ofl§ets(lntXYAng} (i:2$2-7Q) 20443.90 (12$2-7.0t) (4:0-0,3$9Q) Reaction Summary IT Type ftCambo umwdh Material FgdHg Wdh M. Rcact Max CuvUdifl MaxwodVM Marualifl Max Had. 1 Pin (M'1 3.5m Cmaete Mas—y 100m 5401bs -305 ft 3 H1saQ(Wdl) I 3.5 in Cmoree Masonry 100m 5401hs - -306ls -30511s -61 lbs -3WIk 0is Material Summary Bracing Summary TC SP (ALSC&2013)102x4 TC Btwing Sheathed. Ptdins at 634 Pudio design by0thes. 13C SP (AISC6-200) to 34 BC luring Sheathed. Putias m 100{l, Puffin design WOthas. was SP (ALSC6.20M h3 ht4 Loads Summary 1)This toss has been &igedfor the effects de to 10psfboa= cbndlhe laadpits deadlmds. � 2)1bistmsshwleendmigaedf.theefF is ofwindloAin aomtdance withASCE7- lowith the fdlowingmerh.6nedinp-L 160nolhdtinc,1q FapszeC,Full yFmdcoed, GaNaHip Hn7dngCatepyn (I = 1.n Overall igdgDims 24 ft x40 R Is -1267 Q, Not Fmd2me Tms, Neither mdwebcrosidwed DOL-1.6% CC Zme WStdh 3 0. 3) Mmi—staag attic lmdog is atmdmce with IBC TaN. IWI..1 has bem applied Member Forces Summary Mlle ida—MexabcID, maxCSr,maxndalfacq(max-7.faceifdff—tfi—max saint fare) TC (1604 67lbs 2-3 (110 -568Bs ISl I.2 n467 --W lbs 36 am$ 67 m; BC 34 QM8 loft 4.1 Q328 '.ells - vas 2-4 000 zos Ila Notes: 1) This deign is based m ASCE T-IOas sdae.edbithe 7017 E7aida liuTdngCode . 2)Vet CRandH= CRare the vertical aadhaitcutal deflections dzto live load is the cot cfdeflction deco deadload, o®ptedas Defl LL+ 1rDtBDLin d �P� (�-) a.aisomwith ANSI/IPI L - 3)AgnEtycmudfaa.,Cq-Q80, has b=aplliedm the plate lateral mistaam dsig values bzedon a 20% Fabrication Tdnanca sdstedbythe Tess Manufctu-pe \� � !L ' ANSMI 1-2007 Scam 23.6.9 4)13ild'mgDesiga. shall vm* selfwdgbt afthe toss and other deadlmatedals dt not eyed BCDL51st \�1}�C .V�GENSF�����/� �/ 5)]istedwmdgiiQ reactions based. MWFRS Oalylmdng 6) Plates located at TC pitch beat mea the lwsaip¢ve®imlmsize regit®mtm.ansf.mH.Imddaphregm lcods mamas thmejdnts. \ 1 \ �• r PE 7�05 i � _ _ l — 1 EP -0 STA S:7 /x !3/ONAL1; \\\\ 11111 NOTICEAatpyofthis dnig shall Isfimish dto the etctim contractor. Thedsigt afthis mdvidal mss is basedm design aitaia and m¢itm®tssWoiedbythe Tess MmuL<t .=drebmtpmthesmeary Brian Ni Bkakly and—Ficten—afthemfomatimselfa0sbythe M(IngDaigi..Aseabm this dmingiodaes amgf mofpafcssimabmgjnmms ingmptlilitysoldyf.themes. pmeotdsigooay. shSmihetma SmaEg#76051 Rag aodthe"ImportmtInfmmtim B:Gmea1 Notes"Rage f. aditimal infcmatim. AB tonnect.plata shell Inmaotdx""l ST-SaongLeCmyony,lno in accotdmce with ESR-M. Afl connect. 25W N Kong: Hwy Ft Pima, A34 ates ate 20 mless lhes 'Sad atesite is fcllaved a "-1g' which mdaes m l8 atq.'Sp 18' which coda M tmsim l6 ate Southern Truss Companies, Inc. Truss: SGEA ProJ� Name: 3005 N. ]dn s Hi veer 2590 N SOUTHERN g � Y Date: 3/7/2018 3:00:04PM TRUSS Fort Pierce, F134951 Page: 1 of 1 Component Solutionsm COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Truss Version:2017.7 [Budd 14) Material Databasevelsion: 1566 Span Pitch Qty OHL OHR CANTL CANTR PLIES Spacing WGT/PLY 24-0-0 8 /12 1 2-M 2-M 0-0-0 0-0-0 1 24 in 131 Is 28-D-0 2-0.0 6-2-8 5.9.8 5.9-8 6-2-8 2.0-D 6-2-8 12-0-0 17-9.8 24-D-0 4x4 - 3 12 81 12 I8 5x4 / 5x41 4 n n� 7 5x8 - n g 6 5z4 / 1x4 1 1x4 j 5x4 \ l T 14 4L__ 0 12 12 0.0.0 3.10-0 0-0.0 6-2-8rim 5-9.8 6-2-8 • 6-2-8 12-0-0 17-9.8 24-0-0 Loading General CSI Summary Deflection L/ (roc) Allowed Lend CA Bldg Cade: FBC 2017/ TC: 066(IA V tClt Q38m L/728 (6-1) TCIL: 20 11`I1-2014 BC: 061(56) Ved LL 016m L/999 (67) L/180 L/240 ICDL: 10 RepMtrincrmse: Yes Wb: 05101 H=CR: 034in 5 BCLL: 0 D.O.L.: 125% Cc pFaetor,Ka=20 BCDL: 5 Plate Offaes(1 tXYAnp} (1:3.21-71R) (2:O-MA33.) (3:0414-34) (4:O13.2$33.) (5:3-ZI-7.18.) (6:O43-11.9(L) (16432Q) O1:O1(13.11.901) Reaction Summary 1r Type Hr¢Cmfn 1L9txbdh Material WHMWdh M.Pacr Max C—Uplia Max Wndudin M.Udia MaxHc& I Pin (MI) 1 6m Concrete Mascray 30Om 991 a5 --576lbs 5 HRoll (Vlhll) I 6in Concrete Masonry 3AOin 991 its - -52611s -52611s 132lbs -5261s Ol1s Material Summary Bracing Summary TC SP (AISC -2013) MQ 4 ICBracing: Shemheda Adios m 3.5.4 P aim dzig2by0thm. BC SP VJSC6-2013) fQ 2.4 BClha®g SheathdaPulinsu764Pdindaigib/Otbea. Pkts SP(ALSC&20M93 bA Loads Summary 1) This toss has been desipd6rtheefw deto IOpsffoamchadlive Imdpiwd-edl.A. 2)ThistnashasbeendsigHdfatheefc: dwindload; in acmdmes wahASCh7- lOwhh the fflavingtser defined inpt' 160.;hdtimmr,Egtsae C,Myra3desed, Gaue'Hip BaUcing Cmeipylla=1.00),Osca0® Dim24ax40%h-12679,rvd ZmeTms,Ncitbamdwebansid.ed DOL=1.60,CCZme R9dh3tL 3) Mininumstorage attic lmdngin ncmdmcewith IOC roue 16W.1 has been applied Member Forces Summary Mile iadcates:Memb.to, —CST. tax;alp(—q..f.-Ndiflemtsm— axial f—) TC 9-1 Q584 6/Ihs 2-3 Q992 -1,7D lts 4-5 Q665-Uffift 1-2 Q665-2386Bs 3d (IM -LTD Its 5-10 0584 671s BC 56 Q606 L999ls (-5841bs) 7-8 asm 700111s (-5911bs) 67 M 2008 as -WR6 8.1 Q6D6 L999lb;-5841hs 12-7 Wis IS Q062 152 as 3-7 Q513 1,4201Ls (-426Its) 46 QQS2 152 as (1425 -606Its 4-7 Q425 -60616s 1 Il Notes: 1)This design is Lased 7-I0as tefamcadbythe 2017 Fluids Mang Code onASCE 2)Vm CR dAcetions deco live lmdpits the cupc�ment ofMactim de to d-rdlmd, cmpted m as Dealt+(Ka-1)xD.ODL \��\\A\"'_1\A•f3_ CRmdlim aethevertical andhoisamal aemd®cewith AN51/IPIL 39This tress has been desigyd6rio-plmewind roaring Farlxao® ngtatismts ara4af{lene wdnd]dw oag trier to the Cmtn snim ll¢mmts md'a BC51-Hi �\['}�/� �� �GE1VS ! \\ 4)"his gable ha beta dsi�edfaal2'(anac)take ohdhaog 5)1Unlafdedplatesme L5xT2Dg� \ / a � ' / 6)AgAitytmmal fxtahas been CLK hbeen applied to the plme lateral hesistance design us igt valves on a 20% Fabrication Tdermce selected by therms Mannfchm P. ANSMI 1-20W Section 2.169 7)HAIAng, Mipashsgveilysdfwdgstdtbemssmdahadmdlmdmtm,d dnnnecceadBC1)L51s£ PE 7�051 � � i 8)Listd wind%%ft ramms lased on MWFR4 Onlyloadng ' 1• ��.•-- 7C 1 7F Plates lotdat'IC pitch heal meet the vet ®nimm size t to mnsfa onupdwdd bondso sthese ens. sr la �� ) ; STA �� \` �V;) 3 62-1 P O_R12 Sg10NAL � G ��\\ 11111111� NOI10E Ampyedthis dmign shall be fmishedto the eectim =uacW. Ibe dsign dthis indti&nl ems is basedm dmip dt®a mdregi m u sgoidbytheTms Maatfamra adadim tgn the etc y Brian Ni Bjeakly endon�ietmessoftheinfm�m set fvh bythelLildng Desilper.Asal on this dxwiagmdcates oca�tance ofpmfessimal enpjn®ngsespmsihlitysddy fathenss cmQmmt dsigshown. See the ce— Sato Engg76051 pa�andthe•7mpertant lnf®atim B:Gmeal Nctet"pa�6x adidmal infm�m. AB emnmaIf shall be—d turedbyS�sm Shmg-LeCmpmy, Incinaccock rith ESR2162. AR cmnaeta 2ggpNKin(,s Hwy Ft Piacq A39451 aces ate 20 atlas the s "6ed me sine is fdlowd a" Ir whirl indr�es an IB ate, , SN 1S, which iodates a bilk tension 18 snnge phn. Southern Truss Companies, Inc. Truss: SGEA1 [ ' 2590N1dn Icings Highway N. SOUTHERN g % PmjectName: 3005 Date. 3/7/2018 3-0004PM TRUSS Fort Pierce, F134951 Page: I of 1 Component SolutionsT61 COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Truss Version:2017.7 [Build 14) Material Datab ase version: 1566 Span Pitch Qty OHL OHR CANTL CANER PLIES Spacing WGT/PIY 24-0-0 8 /12 1 2-0-0 2-M 0-0-0 0-M 1 24 in 146 Is 28-0-0 2-0 0 12-0-0 12-0-0 2-0-0 12-0-0 za-0-0 4x4 - 8 12 7 12 8F— 18 0 3x4 / 3x4 1 n 2 d 3 4 t• 1 4x4 - 4x4 - 5 L o� R 0 U U I t�� T 26 25 24 23 22 21 20 19 18 17 16 2 5x5 - 8 0.0-0 o-o-o 24.0-0 24-0-0 Loading General CSI Summary Deflection L/ (loc) Allowed road (PO Hggcode: FBC 2017/ 1C: 067CZ14) Ved CR., Om L/999 L/180 TOIL: 20 TPI 1-2014 BC: 041(16.1) Vert M. inL/999 L/240 TCDL: 10 RpMbincrwe: YeaVbb: 026(8.21) HaiCR. 001in 15 BCTL: 0 DAL: W % CtapFacra, Ra= 20 BCDL: 5 Plate OBsetsO MY.A * (1.2-7.2-74) (80Q43.Q) (L42-72-7 Q) Reaction Summary TT Tn. BmCtmbo $gwdh Mseial MaxF cl Ave Rea¢ WsG—Upio M.WndUoliR M.UPM Max Hi. I Cmtinm 1 298m Cmaete Mnotty 288 Rs lo4p1f -2M 1tb -2m lbs-15111s Material Summary Bracing Summary TC SP (AISC6.20L) tQ 2.4 TC Be>®g Shmtheda Patina at 6-3-Q Pali dsio, tyOtheas. BC SP(AISC6.2D13) to 2a4 BC Hxdug ShmthedorMins at 6-3% Palm dsigt byMes. V(hs SP (ALSC6.2014 in 20 Loads Summary 1) This tress has b® designed for the e6ats de to ]Opfbmm chord live load plus ded loA. 2)This teas has b—dsigaedfa th—ff— fwidloakinwodsnmwithASCEI-10withlb.fdl-ig..d!fmedipx_ l70.pfia1dMt"Expu C,AilYidos.A GaNcHip BAdogCmcpy n a= LOa OmA EltDims 2Q678 x26 Q, h -10 @, Fad2meTms, Ndtha mdweb tmsid ed DOL- 160, CC 2me Widh 3 iL Member Forces Summary Weindwes:M®berM,—CSl,maxadalfore(mazamp.faceifdff tfilm—sidfoce) 1C Z7.1 Q666 671is 6.7 QW9 212IIs (-VS lla) 1b13 0.0% rills (-51 Ra) 1-2 Q516 -SON 7-8 Q154 320It, (-IM 11s) 13-14 Q062 -179 Ba 2-3 otm-1791bs 8.9 0.54 3201hs (16211s) 14.15 Q516 -00 as 3-4Q058 -101 lb: 9-10 (1099 212Rs (WOs) L4TB Q666 67Us 4-6 Q172 4080 11s (-SO Ib) 10-12 0090 99 its -Wft) BC LS16 0407 9204a (-30111s) 19-20 0078 458lbs (-36111) 23.24 Q(60 4581ta (-361ta) 16.17 Q139 458lbs (•36lbs) 20,21 an 458lbs (-36 as) 24-25 Q083 4581m (•36lb.) . 17.I1 0.111 459 hs (-361m) 21.22 QO8 011, (•36ls) 2526 Q139 4581hs (-361m) 1g19 QBO 459Ile -36Ila 7b23 an 458N -36Ihs 26.1 Q407 RON •304lbs11l I1II 11F}a 2-26 Q030-137IIs 7-22 Q140 171 lb. (-151 Im) Mrs 0060 1881m (-1571ts) 3-25 QOW 219 fi (-162Ihs) 8.21 Q264-19816s 13-17 Q069 2191m (-16zlls) Its) QO70 424 Q050 188Ihs (-1571bs) 9.20 Q140 171 Im (-151 1416 -137I1s 6.23 0097 2M N (461 Qa) ]019 M97 203 Me (46111s) C ��`' ;r t^' n V GrVu \\�� Notes: \ 4 /� V. '� ♦ �- 1) This desilp is lased on ASCE 7-10 as nienncedtythe 2017 Florida HildngCode \ 2)Vm CRmdH=CR=thewtical andhcritmtal d�ecrims de to live lmdplos the ereepempmmt dd�atim de to dad load, tmptedIs DeE LL+(Kc-1)x17e8 DLm 4 PE 7ry1051 L oomdaomwith ANSI/rPl 3)Gadetegim=tina bmmdnmb=ing 4) Gablewela riacedw 24" aa, U.N.O. �C � 5) Attach gMe moths with lx42b plat., U.N.O.� STA jt�� 8)AtraTityemttd ficraCq=QBQ bas txxa a�iedto the plate laterdr6Lstance dsign vdlu. lasedm a 20Ye Fabiatim Tdemce adeaedbythe Ttoss Mmdamaapa �[ ANSVIPI I-20Q7 se tim 23.6.9%9)IL7dng1)ai�ashaQvaifysdCwd&toCthemaamdaihadzdlmdmat®als dvnaa crdBCDLSrsE 4ORI�---- H)FlateslocaledaTC pitch hrals med the pescrirdse®itttm size ta}ummt to transf wbadmd dapbogn leads moss those)oints. NOTICEA'PYofhis dsigtsball be 6xnishedtotbe astim III.. Tb,d iga dthis idvidal mss is based, desigi criteria aadtegi,—t, aypliedtythIT—, Mandast ,.Tali. W. the—.7 dtheinfm-6m sac fmh tytheBdldngDesi®a.A seal an this dawingindtates accepso ce dpaf.simal menceingtapossib7itysddy forthetnss axnpmmt dsigt ahowa. See the cos Brian M BIIaldy and—plamess rolls and the"rmpatmt lnftxmatimgGeseral Naas" psgfasd5timd infmnaom. All coonedariates shall LemaaeGcrsmdly Simpsm Stmg'BeCmymy, Toe i acmdaoce wish FSR-M. An®nmttr Sixx Fag#MI 259ON Rig: Hwy Ft. Pime, F1349M atcs are 20 sales thes 'bed ate size is follmed a"-I8" which idcat. an 18 al or "SO l8"• whidn idtata ahi teosim 18 ate Southern Truss Companies, Inc. Truss: SGEB 2590 N. kings a SOUTHERN g Highway ProjectName: 3005 Date: 3/7/2018 3-00.05PM TRUSS Fort Pierce, F134951 Page: 1of1 ComponentSolutionslM COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Truss Version:2017.7 [Build 14) Material Database version: 1564 Span Pitch Qty OHL OHR CANT L CANT R PLIES Spacing WGT/PLY 12-M 8 /12 1 2-M 2-M 0-M 0-0-0 1 24 in 60 lbs 16-0-0 2-0.0 6-0-0 6-" 2.0.0 6-D-0 12-0-0 4x5 I 2 12. 8� 12 18 4 n 4x5 - 1 4x5 - 3 T 4 tx4 l 6 0-D-0 D-M . 6-0-0 12-0-0 Loading General CSI Summary Deflection Ll (loc) Allowed Ined bf) Bldgco&: FBC 2M7/ 7C: am" Von C&Q07ia L/999 (4-1) 7CIL: 20 7P11.2014 Dc: Q33(4-1) Ved Tl.:i 001in L/999 (!-4) L/180 L/240 TCDL: 10 RepMhrlantau: Y. Vlbb: Q08(11 Hone CR 001 in 3 B=; 0 DAL: 175Y Crap Fads, Ka=20 BCDL: 5 Plate Offsets (Jnt:XYAn9)' (12$2-7 Q) (1:0443.9Q) (3:2.8.2-7.0.) (4:043$90) Reaction Summary IT Twe BadCranho Ba¢Wdh Material RowgWahh Max Read Max Gray Uplift Mac WndUplift Max Uplift Max Hai. 1 Pin(WW) 1 3.5 in Cmade Masany 3.Win 5401hs - -306 as -305N -521ts 3 HRoll (M) 1 3.5 in Cmmde Masmty 3.00in 5401ts --305I1s -30511s 01he Material Summary Bracing Summary TC SP (AISMOD) M 20 Tc Bmdng Sheathed m Fadins at 634 Perlin dmip by othm. BC SP (AiSC62013) 422 A Dc Bracing Sheathed orPulins a< 1004 Perlin dsip lyothes. Was SP (ALSC620M to 20 Loads Summary 1) This trans has tam dsigaedSrthe effads ahem lOysftdtom aa,mdBsa lmdpl+ad diced;. 2)7histnsshashmdesigaedfa•the effaus ofwmdloads in accordance with A.SCEl. 10with the fdlmingtser ddwai inp 160mphdtimm4Bq—C,FdlYF--l-e4 Gable'MA Bm7dingCalegryH (I =1.00), Oscan B1tlgDims 24ft x406, h = IZ67 ft, E dZm.Tnss, Ndlher mdweb ®sidxef DOL= L60, CC Zoe Widh 3 fL 3) Mmimm staap aIDc ]mdngio a¢admce with IBC Table 1607.1 has been aNUed Member Forces Summary T H. indicates: Member m, —CSL max a der) fare, (mmr aaF. faae,f W..t foam crux axial fhce) TC 5.1 QtiO4 67Ihs 2.3 Q510-5681bs 1-2 (1510 -50 ns 36 Q604 67I1s BC 3d Q329 4aIts 14.1 Q328 428 an Was 2-4 QQ31 204Ihs Notes: / 1) This drip is based not ASCE 7-10as refamodbythe 2017 Florida Building Cade defiections de to live load the mep component of&lecGm der to dadlmQ mvptedas Dell LL+(Ka -1)s De9DLin 2)Ved CRaedH= CRare thewtial andhaimatal pim amadmce with ANSMI L 1Vl LPL 3)This tress has b=dsigoedfr in-planewindloding Fahadogtslirmrnts farm-- lane wind lading refs tothe Cmnrmm mmHi stDormts dW BCSI-. 4) This has beer dsignedfor a Ir (ma) rake oe.&mg phle Unlabdedlfates L5x320a 5) sre gd erance sdexedtythe 7has Manadmserlax 6)Aoarnad faetm;Cq= Q84 has lapplied to the pule larval resistance �ip%alaes based Fabrication a20Y Fatri7d �� ��GENSF���,L \ i ANSUM 1-2007 Serum 2169 7)Bu7ai'ngDaigrashanvfysdfwdplatafthetrass anddherdadlmdmatedalshnd seed BCDL5pf s) Listcdwind bmedm MY)M Onlyloading 1 , PE 7P051 � Whfl rmmms �nimm to tonsfamdaslmddaphm�laaah avms thesejdna. _ 1 9) Plates laatedai DC pitch heals meet the pgavptice sine rarirement -0 STA i T .�40R1D? �N, //���jsS�GfVAL LNG \ �/1iI11i� NOTICEAcep/ofthis design shall he fmnisbadm the eaemm contractor. The drip oftbis ind%idnl trass is based on dsip,�,itaia andrari—ts sapfiedby theTinars Manubcia— andrelies spin lheacarary Brim BkdrJy ,a mdcmgletmas tithe mfa�atim set Rath lythe&:IdngDaipa.Aseal cat this rirmvingindmta aaeplmcedpofasimal mpjnmingraspmsitilitysddy fQ tbemss ampmmt chip sbaawm. seethe msa Strmt Fagg 76051 page mdthe^Impmmtlafamaim&Gmaal Nda^lepfQ adifimal inform. All cmnarlapiffia shall berrraeaafaduedtry Shgsm Strmg7ie CampmY, Inc in accvdance with FSR,ZM2. All aonecta 2590NKmp Hwy Ft. Pima FI349H eta are 2Q colas thespecified ate site is followed a ^-lg•whirh mdiata aD lg ate a'. 18", which roaster a h; amcion 18 a[G