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HomeMy WebLinkAbout069-310-059i 34 r••PJP ! _ _ IF: C)4 c• TY? \ '_I\ , #'0#M4C• T•T= SPLASN• 1,2 : o " ,L✓, rtJJEN I 9 - 6 iC �yc; r� v ,� :57-ai = ALL r -'X i S'iDr EGEdRTioN Y=e," P4,GCrnAr1 &:D- r34rFl �/DGS Fl.�' ✓,4TiDi"/ 24 X 34 PRINTED ON NO. 1000H CIEARMINT • 8=p" FULLMAN ('Ev-L -j�^ i (i- f}GL C/�L'//lErS 'Pl31SrD PA./EL OAK- 4W1gv*v ) ft c/ 4/,e 7a 7�FcJ - sTu�/o j,& xe 41. qf �• cr.r /oLl TLJ/,� a F. GC..45S i{{GJ � alr tL e-Xr- ;jALL s S! tcG titT T.�o,t;.5 - /NS.'FG�fv a x -r - ���L, 1'iSG • Hc+4T' i f};it - Fr1u - 2� To•'tS wasHt� � 34 r••PJP ! _ _ IF: C)4 c• TY? \ '_I\ , #'0#M4C• T•T= SPLASN• 1,2 : o " ,L✓, rtJJEN I 9 - 6 iC �yc; r� v ,� :57-ai = ALL r -'X i S'iDr EGEdRTioN Y=e," P4,GCrnAr1 &:D- r34rFl �/DGS Fl.�' ✓,4TiDi"/ 24 X 34 PRINTED ON NO. 1000H CIEARMINT • 8=p" FULLMAN ('Ev-L -j�^ i (i- f}GL C/�L'//lErS 'Pl31SrD PA./EL OAK- 4W1gv*v ) ft c/ 4/,e 7a 7�FcJ - sTu�/o j,& xe 41. qf - --�-- ! TLJ/,� a F. GC..45S i{{GJ � alr tL e-Xr- ;jALL s S! tcG titT T.�o,t;.5 - /NS.'FG�fv a x -r - ���L, 1'iSG • Hc+4T' i f};it - Fr1u - 2� To•'tS - --�-- ! -i, -;!-- - - F S �t -�'x /Z: � o'c -- — _ y /oxo Pos" 05 :So,C4 c `.\�'o � I \ ; O k �J -ryP f/XC `. o ` �`/rf � M• FAk—T a{r T , e X6 SGd�' S 53J --� 1 iT c _Irl /)T\ tJ j ssr 6`.N C—: �• t:� 1 I - J Y { I � � � _ � �• � � tai. i � e ? `'r 3 - - FLO&{2E rc�.vr-[r>rs � V -foW4 s:�rrtt` jsj i i 3 ...,...NOI 1 ' r it w/ rv� �• yvl c.+7�. { I I; fj I 8" -i- C- C- r ��tD ro-1 I Iojer 5-- . - 3=3~___�__; 7"I..._.___-3l1_2�y' - + ;,�,-^ i r.,-�- , „i"' � F- , t'^ �- f` --rY- t—►'• , ,--�-. rr i n �' /' vi�l7` i-- �^ ^ r r^ (- r-.. r� r- r^ i. r-•� r r e�• -' i r .. rM �r" r'� • , i. ~' , i - - _ n r-� tr.i.%. c-� �,. y r- r ; - i i y .1.. roc • r ^ r .irk^ �` f %^ e-^ r. e— i e-' r..� rj^'t'i-. �`!"'t -�.. � ,r.,,r"�-•'� 'f '"4-.f" I f yy �1 !�`,/"I��sW��+��r-+.-. <11 ivy' !"`•` r-,.�.rir��:••e' --r^. >Pyr- •!.•,+-•• •--.�.-•+ c'. �"' !"`:YY�, ' ,^�—!^ r-�� - r",r`r•'"�"f-,r+,i"�r'^ t"'t" F"�.'�.^,-..:--�,�,.-�^, rr•� f - �Y`. , y � �"fi'� � ,i-'i'"r` ���r�i�.•re.-("`'i-• ^,4�. r-;r,r+f*i�Y+r�1--irlrt l-w•Y'.!'f^ +"�--{^� ---r-r..l�: ; `r.. I` r.''j�•'f`r"' �/,.� .w..�f1!�+j.�r+l�'rr i � ; ! . f � s ! � i , ' ; • � I _ /"�'�'�_'!�/^r" � C^�'}�Y`/� ,r'Y""1^"f � '�aJ^, i"� { , i I _ ' ;rr•i-�-Nl-'�"!`0• !"�.,...�-. __ 'iy„}'� �.-1 �' r, �.,,_, �,-• .;r. � , l � l r :,��I..;.+'�s. � - r REVISIONS I BY t �I f d I� 610 �SAeA J-pcLco �/odcrlCcU i j t Scale _77{ ! r ��—{— Drawn ?t�•u ! .lob ! i Sheet Of Sheets i 1.Pi372 BUTTE L&U THIS DESIGN; HAS BEEN PREPARED FROM COMPUTER INPUT, 'SUBMI'TTED BY TRUSS FAS-RICATOR TOP CHORD 2X6 FIR -LARCH ? TC X -LOC L -R: 9'_''3 6,.87 12.94 19.Aff 25.B6 31. 12- 37.33 BOT CHORD 2X4 FIR -LARCH #1 C WEBS 2X4 FR-LAR"Ch STANDARD: BC X -LOC L -R= 9.91 19.zo ZB.89 37.33 cT�; Cn►;HECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH IT IS THE RESPOISIBILITY OF THE BUILDING DESIGNER AND TRUSS s20UIREMENTS OF I.C.8-.0 RESEARCH REPORT #ZgAL".. FABRICATOR TO REVIEW THIS :DRAWINGPRIOR TO CUTTINGa LUMBER TO =' ' VERIFY THAT ALL DATA, INCLUDINGDIMENSIONS AND LOADS, CONFORM 1z ALL. PLATES ARE TO BE CENTERI`D ON THE JOINT, LEFT TO RIGHT AND TO THE ARCHITECTURAL PLANSISPECIFICAaIONS AND FABRICATORS TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. TRUSS LAYOUT - SEE DRAWING AYOUT.SEE'DRAWING 139 FOR "PLATE LOCATI'.ONS ON TYPICAL JOINTS-" W PLATES SHOWN ARE _CONTROLLED BY TRUSS FABRICATOR PLATE CD REFER TO DRAWINGS AIH3 AND A104R FOR OVERHAUL DETAILS. INVENTORY- 0 + Bottom chord checked for 10'PSF 11ve load,. Ia or 415 1 14 i 6X6 , 7X6 2.5X4 2.5X4 1 1.5X4 12 2 3x6 3X SX8 2.5X4 ' 2.5X4 .. R-12981 V 3.50" q�=4•R-I295 .St -3. SD' '' - - `�'{ .�� .•moi Y �.. 19-0-0 _I 18-7-$ 241, 0.. a1. 38-0-0 Stubbed To J 31-7-8 " OVER 2 SUPPORTS z PI ATE TYPE- -Ql PINE SEON--139361 $ FURNISH R COPY OF TRIS DESIGN TO ERECT.IDN CONTRACTOR DWP REY 13.1.5 SME.Ie7S [� a ? MPOR s RNT FLPLNE ENG-INEER£D PRCOUGTS, tN'C. TRUSSES REWIRE EMEnE MIME I fit' S� NOT BE RESPONSIBLE FUR w WARNING IM HPjCLING, ERECTION AIS DESIGN CRIT ']SF REF 4 py C� i= C= t_ DEVIRTION FROM T:ESE ' IFICRTIONS OR FHTGEVIRTIDN. fl2OC BtiACII�.SEE -SWT'-7S',43RFCING VDCO TRUSSES: r/QQr�$1,- j[,' LL 19.0DATE l0/t/9/p/ THIS ?ESIGN CR FW FRTLURE TO BUILD THE TRUSS. IN COIFDRIFME COMLNTFiRT PND RE-CMTNDRTIM-.TPI). SEE �,, `�' F f. STF F� Q O [= a WITH +f , 'SETT CONTROL `rFtAJFL- Ir! TPI. FiLPINE CONNECTORS THIS DESIGN FOR FMITIGWI- SPECIRL PEFWM- /./ .� � �• �%1 � :OL 1q.0 DRUG CREAR564 67279003 rvMFrCTIIiEir FROM 20 GRUGE- GRLYAWIZED STEEL.L44SS NEXT SMItG REDUI4FA-_N1S_-!UNLESS OTHERWISE OnIERVISE SHOW,. METING.REOUIRDIEWM DF FSM R449 GRRCE R. SNN, TOP CHORD 9-iPti BEUTERatT BRFCED , r _ BG Ql.. + 5_ OCH -ENG' MS tL1` � -'�> c� Tp 1i® - t �-3I- TOT.LD. 35.0OO/F LEN. 3'`7-t-3 (e��� DESIGN SIPMAtOS" C%FDFh1 WITH FFPLICR6'� PRDI:iSIONS OF ASS S'ECIFIED ON DESIGN. DO NOT USE THISQ�. FA.. 1.'�5rITL'H T. OIj'�7WELT CDRNECTLIIS TO BOM FRCES RT EMi JOINT F&C LOCATE FG WEIR PROPERLY RTTRCHED PLTYDOO SF£ATHING, sSHUN. HERRING ID'4S FIRE 4- NM]hRL VLESS OTRERVISE SFCWN. BOTTCM MUM WITH RIGID C£IL NG OR BR iCA�*SOS AND •TPI IPCTI. DESIGN WITH FIRE REDRRORNT TRERTED LUIIBFR. !�-- Cty1i��%C� O 'O. [� a O : -.i-.TPI - TRUSS PLRTE INSTITUTE, NOS' - N?TIOPSL DESIGN SPECIFICRTICN FOR' WOOD. CONSTRUCTION'. o/ g,' ��L Alp-4C�SPIVC.INC7 ��G�. UTYP�. CL1MI'!!- WEBS 2X4 43 BS, FL, OR SO.P :B!R]ACE. 1JAN 9 1984th' OTHERWISE SHOWN- ALSO SITE CLB 5X6 48' 7 ATTACH' X CLB ( CONT. LATZRAL fi0 EACH WEBWITH!2)- '8D NAILS$ WEB - ZIO CLB ONECLB� iTn B TO TO ._ 3X8 48' 7 3X7 3'4' B' 5X 8 148, 7 - 5X7 3 4 ' e" 4 EQ. BC PANELS,_ = 6. $ �y . '" » 19 5HY-1. IS 481 7.0 441 '20r MEASURED i'ROEf 3X7 49.' 7' INSIDE SCARFS 1SBHP-1.63 48' 7" 43' Sm 1SEP-1.S8 4s:v 7' 49' 9 3XS 36' S' 1458'-1.3E 48' 7°' 36' 7- ss 49' 7w fV < r x }lIt7 BRG SPAR � � ��-��'� ',� •�-- = � 1 MC -13 4.,s, 7' 44' 2" ifl 4<4 7' sl" 11'' 3.58. 48. i.. #2 MC -I5 48. 7a 38' Il' S #2 46' 1" 37' ;2•: 48' , LORDING SPRC I NU SX6 4X 34' BOTTOM 'CHORD CHECKED POS: 35.Ddl..25 - 24. �.. 5 X51 148" 7" 1MAX - LIVE LOAD 2X6/2X4 PITC PLATE TYPE---RLPJ tm ESS TM SPECIFIESTIMS FOR tl?6ER ARD ■NIMPORTANTat mj Et:T�s tx- FCLLQY'ED " TIe. TPliSSES REDUIRE c MIE-CARE IN NAtGLI1MRf RRN� ERECTION " BRACIiN.;. SEE "BitT-7& Si �Z{t _ t0 ®S HO .1J� '� ftPINE - IRums BUILT iil CGNfDRnf u PITH -DUALITY CCN7RLL Ii $Ll 9Y aTPI} rrfA S ALL ECF No YHOWTIES OF TOTS DESIC>i EXPRESS OB IMLIED. CB"INL VOW IRUSSEG: EmnENTARY A!O FEi�NDATIOWS- @7r31: SEE THIS 901CM FDIC 'AOOITIONFL, SPECIAL BRACING LO SS OTNERYISE RED•I1, TOP CrWD SliHLi �: SPRNS TO 48 ° 7 a ALPIF+G E� tl�CTOR9 'APE fsFlAtJCACTUOLED FROM 20 GR.YFIAITED STEEL I.R WE 4TitNISE S;06W, MEETING RECUIREMEWIS DF AST>f Rl% MW A- REWIREP"I's.. 8E 'LATERALI.t BRACED PITH FROPERLT Rpm" PLywm Iy�=i �!; f&Y C CIOM '10 :8010 FECES AT EACH JOIN[ FM LOMfEr PS St -LVA. SEARING IIIDUS WE 4 M%• fall, LM,ESS OTHERVISE f1MV, CiESIGN USIMS F • fM SNERTHIt&, SDTTDc1 CJiM VITH RIGID CEILIW OR afMING AT_tFIXIMA OF ID FM 0. C. CD NOT UdE TRIS DESIGN �SPECIFFEICRrI � V COPYRIGHT" 1981 4508644 N77 sTAr rnalCNr+avl�I rn AF"i �E;E °TESTI � of W� / 81 A450,134 TUTE, L DESIGN VDM CORS Its 1 f 13 FURNISH A'COPY OF THIS DESIGN TO: ERECTION CONTRACTOR A -H6 -Co"_ 35/.1.25-16*14+ 5- 24 FURNISE A COPY OZ THIS: DESIG* TO RECTION CONTRACTOR"-- BOTTM Cx" fm IIE Ril*-=Zo VIM Sim GIRDEOI SINGLE DOUBLE. TRIPLE iti "PAOM►IDE iIDnITIiNaTC. LD#� CR?llvtTT FIS 'L�iH- 1-6i� 2-"aCAB i-S13�' 2-BI�1B _ 1-$� 2-SE3iB: � � o RMN IN TIMLE M plaff- SCM MST £E:o. o ST�NDRRD ` •_ - "t0' DIN 40' 0`N 40' 0-N a s d o OF'O LF WZE FM MME fa BOTM l3FOf 14 0 10 P 3tI 4'P 30[ 4 P 40 0 F 40 0'P 40 O F E9+D' Sii1:. BE ATTFTt?ED IN T}� $FiDP tD> IS' 0` ' 6-P 27' SIP 271 SIP 40"0`P 90' 0'P 40" '0 g{i• 0'N 40S 0'N' 40' ,0'N o n, a Rr� tlL. BE TIT a im, IN HE SHOR, I8' 0' IS' 7'P 25' O -P 25f -0'P g0"0 -P 4Oi' 0'P 40' B -P 40' 0 -?I 110.1 0'N 40 0'tl oo a L' 'I Ec=3 FI31F. &E2133f Tim 6P17i TRi f1e t7".0' 17' 10'P 22' S"P 22r 3'P 37"' 3'P 40' 0'P 40' D'P 4D'0'N 401 0'N 40' 0'N o o !0' 0' 16' G' 20 3'P 20 3-P 39' 3'P 40' 0"P 90' 0'P 40'`0'N 4O' 0'N 40' 0'N >= Q IF SPLICE Is REOIIRED IN GEM, :TT IFI' i8' 0' 15' 1'P` 18' y'P 18i 4'P 31" 4'P' 90' 0'P 40' 0'P 40' 0-N 4O' 0'N 40` 0-N � o PRffE}Ii'iS.E TO. iD�iTE &I-n'E 9' M c a TRUCESS A `o ' I • • f `_ ' IRT eaTTom CHMM BPLICE. t TEM 20" 0' 14' D'P i8' 7'P 15t 7'P 29"0'P 38'iL'P 40" 0"P 40' 0'N 40. 0'N 40' DIN "TES F� RFtrJIFtEII Cid RpTi1 FACfiH OF 1' 0' 13' C'P 14'!0'P 141.10'P 2$'I1'P 36' 1'P 39' H'P 40 0'P 40` D'P 40' 0'R s' SCPB FIT 5T'LICE Flo 5t�11 6#. R 71(5. 22' 0' IV 1- 13' 1.7 13f 47 24 10 P 33 7i' 36SIP 40 0'P q01 0'P 40' 0'i! i�LFIF� ENGINEERED 'PF�,T3yT1flI`.. PA. BOX 2:): - _ S-REtxJ 0 !!' 3'P 11'10'7 11110-P "1'N 31' 37 3317-P ' 4'P 4D; 0'F a0 DIP 1POWRNO BERMrFLORILIR 33051 i6 2X! it ZXB + 011E BLDG - 24' 0- 10' 6`P 10. 6'P 10i 6'P' 21' S'N 2S' 3'P 30" :9'P ' 7'P 40' 0 P�'°0' t"�' IN T. a 305-781-3333 P 2X8 X 2XV ► DgE DJ= 25' D' S3'N 9' 3'N 9i' S'N 20' 0'N' 27' SIP 20 .'1'P (.34 0'P 90 0 Q 3 z .� , R. ?114 + otaE PLIC ' T 2xa ► TWO BLOC�a! 28' 0' 8' 1'N 8' 1-N 81' I'N 18' "8'N_ 25' 3'P 25'' 8'P b34Vi381 0 P x.13 DIP DESIGN CRITERIA 'UBC T 2X8 E Z + TIM,BLOOM- • 27- D- p• 1'N 7" 1'N 7" i'N 17' 7-N 23' 9"P 23' 4`P 29`10'11 35' iO'P ��' 0'p 84"`TC Llys LOAD � lb.F PSP ZS' 0' B' 1'N &" I'N 8i` I'N IB"S'N' 21' 1'P 21" `I -P 27'11-N 33'• 7-P' 38' VP TC DEAD LOAD 2x% 'No Kim 114.8 PSP ' IETTM5 OTTER TMW Sr'#IN DEFINE $C DEAL? LOAD n 5.B PSF 23' D• 5' 3'N 5` 3'N S' 3'N 15` 7'N: 1�` 17'7 1S^• `0'P 28` 4'N 31' 7'P 36' 2'R x 'TOTAL =� 3S.i FBg> t Ilw^• ',fiD BLt7Q: ii£flJI('�7fENT8 Og 4' SIR 4' SIN 41 579 14" HIP 17'' 1'917'4'I_w 2�'' 9'N 301 0'P 34' 1`P DUR.. FACTOR. 1.25 SEE aML* s RItT FIN 'iILM WHILING 31' 07 ___-; __-_ 113111IN 15' 2'N 157 2"N 23. 5'N 28' 3_P 30.11.7 RM OPER GIRLa Of aGs. , 32' 0- -- -- ---- 13' 3-N 13' 6"N I3' $"N 22' 3'N 28' 10-P 28' 0'P @Sa LIVE, LD 'RED., USED (UBC i 1 I tr M • 0- - - -- - ---- 11'I1'N 11'11-N II'li"N 21' i -N-25' 2'P 125' 2'P ' a-_ �--- U' 8'N 10' 6'N i0" SIN 20` I"N 22' 8'N 22' SIN T p pp©© { xu►YIP1T ._ k4 0 - TRUSSES MST a 61#'PORTID DN FACE DPP05ITE SCA86 F.I R -LI iI i� � �'€� �I � �7 ,_ TOP- CHORD 2X 4 #1 NRIL BOT CHORD 2X $ #i 5x6 W/SPL SC1iEO. WEBS 2X 4 #2 TC/BC l8 /C R/8 AIC' R/0G FilC FVDG R/E6 2x4 USE 160.NRILS .EIN SIHGGERED PRTTE N) HS EFCH iRYER IS RPRLIEO_ ;CLINCH RLI. NnILS IN 2 1101BER GIRDERS%_ �.' r q.00 F}_-NRIISE. TC 10 114. OC:. WEBa Is IN DC�^ " °►riult Ir rte= MEASURED XHUM INSrDE 5CA GIRDER LENGTH. - (NLESS THESE SPI-CIFICR71ONSS FOR L111BEii RtiRti **IMPORTRNT rt INE CONNiECIQR6 _FW FDLLOWED fW It TRUSSES QUILT IN CONFIX T"CE WITH 'DL'F)LITY CWROL 11IUFFEt-' BY, ;TPI THERE SHILL BE Mkt wPRRFWTIES 4" THIS DESIGN, EXPRESS OR' IrIPUEL ALPINE CONWCTW:; MME M AN _MCTURED FROn 20 GFU E LRLVRNIZED STET UNLESS 01HERWISFE SHO"i MEETING REI)UIRErFNTS lX PS" R"G Q MX F FPPLY CWHE.CTDRS TO BOTH FTTCES FIT EACH JOINT Rr,4D LOCRIE AS SHDO BEFRING "WIDTHS RRE 4- )UnINfL LINLESS OTHERWIGE SHOWN -1 DESH mw E1uH SIDE DF ru - FOR BC IF'SCHEDUE 'F' IS USED. X4/2XS. PITCH TRUSSES, REQUIRE EXTREME CARE IN FflatiDU0Gt tAOFESStp. �j T FENING ERECTION 'Rht7 BRRCFNG. SEE QWi TS" �E� L "Mk T3W 1 S FI q. 0/12 IRRCIFG VOW TRUSSES= CDrVENTRRY FM RECD"IE"TIONS- '��` F fPI)- .SEE THIS DESIGN FOR FlODUIDHRL SPECIAL BRACING un Q� • MP 'a :Ol1IREMENIS- UNLESS DTFERNISE RED`D, 10P CHORD SHALL � SFANIS TO, 3 0 LATERALLY BRACE0:._YITH PROPERLY FiTTFMED`PLYYDCD f357? MERTNING, BDfiTDM1 CHORD WITH RIGID CEILING Z BRRCINGG$ [ rnXIMkl OF ID FT . C. DQ .NOT ;USE THIS DESIGN EE0iV COPYRIGHT 1981 4890483' STRMiAROS CONFDR11 VIM, RPPLICRBLE PROVISIONS OF a DS 77 IlD `s7PLa VITH FIRE RETFMRDRNT TREATED LUitEEF. e --TPI - TRUSS PLRTE INSIITJTE, 4 NDS I.WTIDiIL C SIGN SPECIFICRTTON FOR VD00 CONSTRUCTION 4/29/81 DRt1L+I# A49$ + 133' FIiRNISI S COPY OF THIS DESIGN TO;ERECTION CONTRACTOR A-M6-COMN-_35/1..25-16+14+ '5- -- r 2-30 8-N8IL5f: SC RNO/OR Sim 4 IN DC E--NRILSz: St 3.0 IN DC: SORBS 4 TN OC a r ' 0--NRILS6- 8C 3.0 IN OC: SCABS 4 IN CC ' E--NR1LSa: Be2.5 IN DIC: SCRBS SIM DC '�,.. �+" p +r Bx8js I 520-7x9 8x8 10x1© W%SP'L - DNE .5` THRU BOLI Pi3`� SUBSTITt1TED FOR EVERY 2 NRILB. IOSL NRIL SPACING- n = LORDING .. { A ' alt.. Cpl. _ IS - MX1. '2.0' MIN.. BOTTOM EDGE DIST. EFEH W FNM. PT r�dt+�c 35.0•� 1..25 d E4]. TC "FNLS ND 3 Ea.' BC •PNLs.- G -POD; .5' TIM BOLTS RT R� BD 6PLICE& mr RED MEASURED XHUM INSrDE 5CA GIRDER LENGTH. - (NLESS THESE SPI-CIFICR71ONSS FOR L111BEii RtiRti **IMPORTRNT rt INE CONNiECIQR6 _FW FDLLOWED fW It TRUSSES QUILT IN CONFIX T"CE WITH 'DL'F)LITY CWROL 11IUFFEt-' BY, ;TPI THERE SHILL BE Mkt wPRRFWTIES 4" THIS DESIGN, EXPRESS OR' IrIPUEL ALPINE CONWCTW:; MME M AN _MCTURED FROn 20 GFU E LRLVRNIZED STET UNLESS 01HERWISFE SHO"i MEETING REI)UIRErFNTS lX PS" R"G Q MX F FPPLY CWHE.CTDRS TO BOTH FTTCES FIT EACH JOINT Rr,4D LOCRIE AS SHDO BEFRING "WIDTHS RRE 4- )UnINfL LINLESS OTHERWIGE SHOWN -1 DESH mw E1uH SIDE DF ru - FOR BC IF'SCHEDUE 'F' IS USED. X4/2XS. PITCH TRUSSES, REQUIRE EXTREME CARE IN FflatiDU0Gt tAOFESStp. �j T FENING ERECTION 'Rht7 BRRCFNG. SEE QWi TS" �E� L "Mk T3W 1 S FI q. 0/12 IRRCIFG VOW TRUSSES= CDrVENTRRY FM RECD"IE"TIONS- '��` F fPI)- .SEE THIS DESIGN FOR FlODUIDHRL SPECIAL BRACING un Q� • MP 'a :Ol1IREMENIS- UNLESS DTFERNISE RED`D, 10P CHORD SHALL � SFANIS TO, 3 0 LATERALLY BRACE0:._YITH PROPERLY FiTTFMED`PLYYDCD f357? MERTNING, BDfiTDM1 CHORD WITH RIGID CEILING Z BRRCINGG$ [ rnXIMkl OF ID FT . C. DQ .NOT ;USE THIS DESIGN EE0iV COPYRIGHT 1981 4890483' STRMiAROS CONFDR11 VIM, RPPLICRBLE PROVISIONS OF a DS 77 IlD `s7PLa VITH FIRE RETFMRDRNT TREATED LUitEEF. e --TPI - TRUSS PLRTE INSIITJTE, 4 NDS I.WTIDiIL C SIGN SPECIFICRTTON FOR VD00 CONSTRUCTION 4/29/81 DRt1L+I# A49$ + 133' FIiRNISI S COPY OF THIS DESIGN TO;ERECTION CONTRACTOR A-M6-COMN-_35/1..25-16+14+ '5- -- r &DT7iPi CHORDS rwi 9E REItFFORCEO VITH sr SINGLE DOUBLE TRIPLE Q o QQ o" Q TO PROYIO'E RODITIONf;L LOAD CWRCITY AS GiROER SI£YFI IN TPSLE RT RIGHT. SCABS MUST BE LENGTH !-$CRS 2 -SCAB I -SCAB 2-6CA6 I-SCRB 2-SCRO; W SHME SIZE AM H8 BOTTOM CHORD _ 14' a' 28' 8-P 27' '5'P 27P 5"P 4D 0'P' 40' 0`P 4a' a'P 4o' 0'N 40' 0'N 40' O,'N o a o5�� 15' 0' - 4' 4'P 24' 10'P 24110'P 40 'I: 2' 40' a'P 40" 0'P 40' U -N 90' 0'N 40' 0'N o o AND 5?iFiL BE fiTTfiCFiED IN TIDE StiORs iG o r� GIRDER USING THE MLTIPLi: 1EMBERTt r 4'P 22' 7'P 22(' 7"P 40 0'P W. 0'P 40 "O'P �i0' 0`M 40' O'N 40' 4'�! Q !8' 0' 22` cp = AL I E_ _ RTTfiCFtfNf 3CF1LE BELI?K i11E SPfihl TABLEt !T 0 2D' 4`P 20' 4"P 2BI 4'F 90 D`P: 40' 0'P 4a"'G'P 40' O"N 4o' 0'N 40' a'N c. o .- o • r= IF SPLICE IS REQUIRED IN SCROr, FT ZS 1a' Oe 18' 3'_? 10� 3'P 19i 3'P 40' "O'P 4o' 0"P 40 'O'P 40' O'N 40' 0'N 40' ON ;cam o' o, PREFERABLE TO LOCATE SPLICE 4''O MORE. I9' 0 18' 7'P 16 7`P 161 7' ' 40' ON o p �+ o FROM !'TION CHORD SPLICE ',0liI CTDR 20" ' ` 15. 0'P 15' 0'P 15i 0'P 34' 8`P; 313' 2'P 38' ;2"P 40` O'N qO' ON �' `_ TRU " PLATES FIRE RE011111 D ON 00-fH FACES OF 21" 0 13 5'P 13' .5 P 13t 5 P 32' 5"P 35' 3'P 35' 3'P 40` O"P 4D- a'P: 4�II' Q'P SCH9 AT SPLICE HMO SIFL.L BE R TXEr 22' 0" 12' !'P 12' 1"P 121 1'P 301-5-P 32' 57P 321 5"P 40' 0`P 40' -0 -P 40' a'P ALPINE ENGINEERED PROOMTS, INC. WIRING FM BLOCK REWREMD" ' 0' 101I01P 10110'P 101101P 28"5'P 29` 8'P 29 :3 P 4fl O`F 40 O'P 40 alp P.C. RIX 2225 N 2xa V 2X6 i � R= . `, � _ 1 :.' ,FOWf 0 BEF CH l FLOR I OR 33061 24 D' 9 7'N 9 7'N 8C 7`N 2F'IO`P 27 3'P 27 3'P 40 O'P 40' O'P 4o D'P R -7$1-3333 P FIs x 2xB OWBLalxc 5'- O B' a'N 6' 6'N 8' B'N; 25''t'P' 25' I'P 25 !'P 40` 0'P 90` O'P; 4o' a'P T ZXB R 2x4 - eLDa€ Y 2x134 Two eta. # 26' 0'' T' BN 7' BN7 ' 6'N' 22'11.'F 22'11'P 22`I1"P 4o' 0'P RO' 0'P 4O' a'P DESIGN CRITERTA UBC Z 2xB • TYo BUiCM' 27'-0- S' 7'N S' '7"N 6C 7'N 20'10"P 20'!O'P 20`10-P �` 6'P 39'!0"P 38'10'P ®ti Tc� Lim ZOaD 16.F pf3aP V 20 ' L 28' 0` 5' S'N 5' .B -N 51 B -N 1B' 10'P' 16't0'P 16`10'P 35`l0'F 35'10'F 35' 10'P , TC' DEAD LOAD .14.0 PSF LETTERS FFTER TRUSS SPRt DEFINE. BC DSaB LOAD 5_8 PSF BEARING.-iND KWA REOUIRE.MNTS 29' 0'- 4*10'N VIO'N VIO'N 17"0'N 17' WN 17"-a'N 32` SP 32' SP 32' 9'P TIOTAL s 35.8 PSF WE !WING RI17 FUR- BLOCK NRILIPG 30'O` § 1'N 4 1"N 41" I"N 15"4'N 15' 4'N 15' 14"N 3D" O'P 30' a"P 30' a"P Dt2B. F3tG40R 1..25 - 31' U. --_ - ---- 13` fl -N 13' S'N 13" S'N 27' 2a' 27' 2'P 27' 2•P DTIER.91Rom OR11n. - 5Y11 3' 0' -'-- -}— ls:10"N 12' 2 N 12' :2'N 22' 9'N 22' 9'N' 24' 9'N @@� LIVE LD RED: 'USED IUBC 2 32' 0' 12' 2"N 10'10H 10 "10"N 22' 3'N 22' 3'N 22' 3'N -ABOUT 9' B'N 9" `8'N 20' O'N 20' 9'N 20' O'N FIR—LARCH ( 5x10' �T TRUSSES tWT BE SUPPDRTED ON FACE OPPOSITE SCABS SX6 W/SPL NRIL i TOP CHORD 2X # 1. SOT CHORD 2n 8 #1 WEI�S2X? TC/UC /8 !C RIO R!C RlOG WC A/QGRIEG 2x4 ; { / USE 160 NAILS` IIN STHGGI REO PRTTERI�I ;� b in�„ 1 ` AS EACH LRYER 76 APPLIED. °` n 4 , 00 CLINCH ALL P1AIi& TPI '2 MEtiBQt .GIFi#RS.5� Ail YA. #xz� „ '< R--NAILSF: TC' 6 IN f.= YEH6 1S IN DG :ate 2-3x7 "` ;. S BC RN_� r' B--NAILSa: DlD6d CFE 4 tN OC m � t C--NRILS&: 6C 3.0 IPI:DC: SCABS_ 4 IN DC a--NRILS�: BC 3.0 IN, OC: 5'CABS = `4 IN DG - r 2x8 8x8/sP1 8x8E--NRILS*: BC .'2.5 IN DC: SCP1W 5 IN DC 4` tto3....a"'� &F -DE .5' THRU BOLT t1RY 8E SUBSTITUTE0` -'�,±` ' 1c3x1Q 32(?- 7x9 flx1 /spl FDR' EVERY `2 NAILS. IBBL :NRIL SPACING- W/SPT alt-spl. L ORDING 19" MXI. 2_O' HIM. BOTTOM EDW DIST,-35.0' 4 ME UR FNLS AND # :SO. CA PHLS G-4100 .5' THRU BOLTS RT 9TA BC PNL PT MEASURED PROM' INSIDE SCARFS [IAO ERCH SIDE OF SC SPLICES. NOT REO. G iRLlER '.LENGTH FOR `BC IF SCHEDULE 'F' .Is USED;UNLESS ' '2^D AITCH iT�IhiPOFdTRNI �IIILP NE 7CDNNECTORS1FiC�fE FOOLL02W' �1flRNT'NG TRUSSES REQUIRE EXTREME CFiRE IN Hi;rIQLFNG, �" j' ERECTION ANO 3CiRCING, DEE 'UYT'76- a► 1 FR 11. 0/12 TRUSSES BUILT IN CUNFD MINCE VITH -DUALITY CONTROL nflWit- BY ;TPI, : tBREICTNG V00D TRUSSES: C0tY1EfITARY AND RECDfriENDHTI0N5- �� ¢F , THERE SHALL BE N0 WARRANTIES OF THIS DESIGN EXPRESS DR IMPLIED. ,*TPL1,_ SEE THIS DESIGN FOR A00ITIOFAL SPECIAL omciw � i n FLPINE CONNECTORS ETRE MRR&WTURED FROM 20 - GAUGE GALVANIZED STEEL 1WOUIREtENTS. UNLESS :OTHERVISE REO"D, TOP C004 :SHALL � ' LtFLESS OTF:L7IVLaE SHDVN, MEETING REDIIIREHFNTS IF ASTM 8445 T�iAOE 1. BE IFITERRLLY BRFT7u AITH PROPERLY RTTFICHEO PLYVDDO t+a 136 3 S TO. 3� FFPLT CONNECTORS TO BOIR FACES RT EnCH JOINT AND LOCATE AS S NN. •SHEATHING BDTTOM czm WITH RIGID CUILING DR BRACING {i HERRING VIDTHS ARE 4- WlltRL UNLESS OTfERVISE SM. DESIGN (RI IiAXIt4fil DF 'ID ='ET U- C, M NOT USE THIS DESIGk IGHT 19$i #$BB#8# STANDARDS CONFORM IIITH APPLICABLE PR'.:7ISIDNS- OF ONES' -77 FW NIPI-78 -V1TH FIRE REIRRDRNT Ti IP IFn !�iBER. s� 1 *--IPI -TRUSS PLATE INSTITL'TEr. NDS.- NRTTONAL DC�Jr# SPECIFICATION CONSTfliICTIDtdI� s!!'81 DRAW 'A498:.13# FURBISH.A COPY OF THIS DESIGN TO ERECTION CONTRACTOR , A=-M6-COMN- 35/-1.25-16+14+ 5= - r _ VIC -111 r_3 —__ _a. .,....�- � � � � _: __..,_ _ . _ r.,:� .�_W, �_ � > ...,.,...r. �. �_._ _ � r. T _ .�»�Ca- � r,...a:. � ti � � i i , • !! xn t , f 1 w� H wf41r V- w�rN.l.ee ti R fi 01 LDJ_� s M.�11 - .. �. .`` D > w> 'Viii' . 3 �c .r 3 .v ,a r. r