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HomeMy WebLinkAbout15120-15150 GRAND AVE_ 198-88 (21) "l J 1 1 (f, 7 i .l 1} f> r CITY Or L.OS ANGcLES tD,l t•tvoaru meow+r e, /' �1 rarw••t.-n^.a..• wn•rre•r•.•acre LC•t.Glf Meot `ill w nrvw•., fs TCC-LOB ?-GIG and T-L-S TZZ-LOX Neat ;,��y,'•,"""'r tee•oar.t...r..w.r Natal Plate Connector* RRI TEE-LOX T-GIG and T-L-S SI NMC•1 Plate Connectors .. -... recces earn sraale •or aRAOLE' The close open of trumwm Mail hot eacaod !0 (set. ►or `•••• SPARS betwu•n 37 1/2 and 10 (cot, connector values &hall be tooth to 1 inch O.C. •long the length of the plot* And .124 Inch reduced one third. o.c. alonq th*width. The sharp tip of the tooth is nods by 2 4" relative to tM length of the ts�otA. The Angle along the TLL-LOX Nu: XRSr.ARCR ►SIbNTt RR }Il07 Plater roll u instal Led on each slda of all joint• led perpoedleelet hat[o[ the tooth is ]t degrees, while the angle 3:0 Coogan vmy Sall not Lo installed At locations vhetb knots occur in th■ alemg tM upper top of the !S degrees o! the tooth le 62 d•q:•e•Aa 21 Cajon, CA !20]1 Cates August 7+, I961 weed aemL+ee. tvhtod ]9 dpeose. by utiliming a left and right band punch, yC{� there are oppool" angles every other tooth. Than are t teeth The totel Vruao area of the congettOf plate on ono os@Mr in per Square inch of plats area. the platen ago available In GC1kXAL APMWAL -TEE-LOX T-GIG and Y-L-S natal plate connectors for • eo^not left shall be use to determine the aliovabl* Ioer. v14thM op to 12 inches rids and ea/tinuou■ 1*hgt\S. joining coed truss members. The s11AwLle load shall not lr Iearoa*1el for mhor� time TZR-LOX T-L-S co"*eto_plates at@ punched from 16 go"a 0roducts are approved until September 1 IItS ` I( The skews , . . loading. galvnnlgod A-416 grade A Steel. The plate consist@ of tooth that DXTAIL! /tcerwo at the not lectlRn of the Steel Plate rail not be are SPPVOXIN*t*ly 0.41 Inch long by 0.162 Inch vide,punched in pairs. 2 per hole along the length of the plate. each pair of 7L`-CDR - natal plate greater an ';he values permittod In Chapter 27 of the etch. tooth 1s 1-1/4 Itch o.e. along •he length of the plot* and0.616 -connectors are approved for the melees shown !n th 7M eaXtma■ tonsils load shall be det@minerl I,y sultlplyin;t loch o.c. along the width. The tooth have a concave back and the following table, +sf the efficiency ratio times the gross area of the Plata tinn,% approximately a fS rake on the"_rbmN ends, and aro • the design ctroue. approRim a stely p@rpandloular to thp original blank. Tr* are I.II "�-- tooth per square Inch of plate mesa. The plates are available Ie� . c.ldths op to 12 Inches vide and continuous lengths. Longitudinal Plate Axis longitudinal Plate Axis efficiency Ratio- V I Plate species 6 Ap,ll*d Load Parallel and/or Applied Load She plat" are applied to trass somlgrs by Names of power peas- 1. of wood to Grain Transverse to Grain Diroctloa o[ lood with coopwct to constructed In sccerdcnco with the manufacturer's speei[futla.... 10 Degrees Ho Degrees) plate the length of the plate The allowable loads were emtabllshad from load tuts conducted by T-01G 1e 10 Owsra*l 190 hegrtasl an approved ..eating agent Douglas for 267 pea ae7 psi Y• So Therm Pia• gas psi Is6 PSI Ban Pic 215 psi 129 psi T-GSG .SlA ►or thie W^eral Approval to be valid on ary Individ"A - •!66 construction project !m the City of Los Angeles. an engineer or Spruce )Inc Fir 196 pat 146 p@1 T-L-S .757 .371 1mSPector of the Department of S%Lldinq and Safety meet make + S- Dcuglss Plr 116 psi 1]I psi _ daterAlastlon that all conditions of W* Wnat•al Apprevsl A _T-L-s.. Truw•w •hall be deigned In atcordanr.* with roeognlred required r.to yrovLdo equlvale0cy he" bee met in tM e"e of o•.tn inginaeelbq principles try an engineer llconse eonbei—cl" 16T Psi y LM State project undo consideration. • SeeMorR Ylsr P 126 Pei of Californle. Re pig 163 psi XLCO16¢1/'RD BY APPROVCD D 1?7 ■1 LSQSrtrt�,,. Spruce Pine oar 126 psi 105 psi Tee-LOX T-GIG metal plats shall he mt3OV d with the ldentl[!wtion •TZL-LOB T• for the 20 gauge plate and •TCC- / , / FRANK V. RJOCGCX fP .or cordltlons D. seen parallel to LOX t- (or the i0 gauge plat*, i,S[C//w//a'/ General Noneger valuss u P grain end transyarse to grain, ,LLyLf•.I y Do obtalnM y lnurpol melon. TCR-LIIR T-L-2 metal plates shall he .tamped with the N. G. XRIDIRIRX, section Director This • identiflcitlon •T-L-.•. Building Technical Services approval 1M wAa•et to the following provisions: Th BY y /J Truss*• and connectors shall to fabricated and ,Rat •ISCussrON-�Ilod ,n " "CM chop of a licensed fabricator approved by the Deportment. 'te-LOG T-GIC srtal Pietism ere mAchcJ floe. •it`er Is qa. or 20 a. gslwnised A-Ile, grade A @too 1. The plAtwo eonalsts of PO J✓✓ math that ero 0.1?$ inch long Dy 0.120 inch widv, punched in SY ►N 7. CARL SCwwARTI- Chi, ( � airs, 2 per hole along the length of the plate. Each past of RA2sSt7,7] R•raurce Nan•gem•n1 .veal 1. . { 1 IIR 11Sn7 }S 1. S: 1 I l 1 I r 4" +�* MFMSEF ANALYSIS +►*** LINO GRAD SPEC SIZE Member Width Force Len. Crit N��erp Moment (in-lb) Lo *tx Bracing E1-E2 (in) Sr (1b) fin) Cond ASI (pl1) _En End2 MiR I BSI CSI -- By Others TC•ifZ ap Z e- Topp Chords: Ti-T2 3.5 20 -2124 67 Mi .34 5 -227 1776 1776 43 .30 .65 Nq� BCwZ nAL ZY1/ 2 T2-T3 3.5 21 -1491 66 PP .�•3 5 -1776 902 1317 54 .28 .51 ( H. o 3 T3-74 3.5 20 128 70 T .62 5 -902 5096 -3599 90 .81 .83 '`(,r �? WBA�? 4 T4-T5 3.5 20 -16 103 PP 0.00 5 -5086 8 4036 60 :81 .101 Bottom Chords: 1 81-02 3.5 20 2052 97 T .37 1 115 709 1463 32 .17 .54 SPCG: 2 I2-113 3.5 20 937 97 T .17 I -709 0 640 59 .11 .28 �(� 1 C., 3 83-94 3.5 30 -1021 34 PP .26 0 -1108 0 -1070 10 .34 .59 QjiOFESS/p TC LL:/F PSt �. 4 84-65 3.5 21 -35 99 ML .01 1 0 1 1031 51 .16 .17 !�____ �0 H0 yql TC DL:/ Web Members: p Ul r,. (: 1 T2-82 3.5 30 -636 33 IP .11 �_ BC��: 2 T3-B2 3.5 30 053 43 T .56 i 4 TJI-83 3.5 3D --615 36 P .17 0 0 1188 -1070 90 .34 .50 �Lt`U 2BC DL-r 5 74-85 3.5 30 44 120 T .01 6 T545 3.5 30 -217 102 LP .11 8 * ` NIL DUR LOG FCTR: r2x4 US 2x4 rIx3 ` OF CAOo 31h'Min Brg Wdlh UNO T1 T2 T3 T4 TS 12 I Plates:TEE•LOK T- GG 4 I CI m S .LA r 1 u CITY:2+5e7 / Centered on pint LINO _ HANSON ` TRUSS, INC. 14 , J2 DATE: Z_Zy-gb _ B1 132 B3 B4 B5 DRWG es 3x9 2.5x4 r3YS 4xy 2x4 .7 /a'Z n 17- I- 0 e- 7- 0 Lf 25- 8- 0 1 SCALE 1/4 A F r r v C,AUFGRNIA FILL DETAIL muL Ti.u.rnnl•.Lu rww uun qp � �•�� rpu•+aC1I u.Ir u•....W.uu.I.Ti n1/n S.W.:rat ui IYr+au OaaT w urtu ua.wLs wn�r rn•u C.Ll.IW la. rauTi rW Id er 1•1.l. Z."its - u1.Ti itTins Irro raRiy J.CTI•T r loll 1.•.r•o••...+a unu A"WLL/q. I JKI rr�ll.s - I.../•-I'tr•rla on T.t(I TlvulJ LL«SYuTL•140 taI•I49L To ruin J•C" .la."JAI M.wx 1.6.a.I.—Fit Alas POST 2.4.Ti a IMCp won Riggs SI+11 a w—1 IF. 1•-0•....•n. .tIm"SINS Mt. i MU Tiun IN wmg M"Is III Ttt TLL.LCI VAM/t TiI WIT .,11•I J•..• I..ICATA Ri IT. ess POST. • 1+••... Sias.I.Y ISILIa M I.I.C.1}N Tins at w.... M YLLL.t•Itt Oi — •••• h.t!• Ti$TWA Trip ....__.. /IIp � •n !r/ i r In+ euS• /. I IIII. � N•.! h.11. J.k hal. I.11.1 rM 2 - JwYhrll. �' • Ju►heat +.b .11• N rt/«o aLII nu m•It .J 0•Ie Rill" I C f GA BLE END TRUSS bETA IL `•' i • 1 ' :4 2 ' At YEN?OPEN ING 112 W. IP 1AUIaw µ 4 < 2r2 2112 21q 242 I 1 S SOlt PLANS m 1't'—6 e• i A +�----- RIM BLOCKS �. \, 2.16dIo 2-16d'• « t1t►1�� rB:;V�� CilQSS.BWCINO { / 0 RIDOE Oil 16' o.o. 1114 ADD- DI I 2-16d' I _ OTVJ Il COTOOPS I 2 16d'• .�. DQMOT PALL ON STBDS a � I I _ ?i FT243 MEMBER ANALYSIS **** UNO GRAD SPEC SIZE idth Force Len. Crit 0�jerp Moment (in-l *tz Bracinglin) Br fib) fin) Cond ASI Ipli) -EndI End2 Mir-F S BSI CS1 By Others TC�ZLKC `>;P ds: 3.5 It -873 70 PP .13 5 -19 2587 1750 39 .41 .54.49 3.5 2D 344 67 FP .06 5 --706 5283 -3871 70 .84 .90 JrESJ/�iYq 4 T4-T5 3.5 20 -16 109 PP 0.00 5 -5283 8 4673 59 .84 .94 �L( H• A Bottom Chords: 1 B1-B2 3.3 2D 839 99 T .15 1 533 837 977 33 .15 .31 - SPCG: '7-`{ OC 2 B2-113 3.5 2B 197 96 T .04 1 -837 885 -336 90 .14 .18 OESS/p TC LL:/G PSF 3 B3-B4 3.5 2D -305 303 WL 09 1 -885 1 706 60 .12 .20 n• yi Q 7Sq • Web Members: 1 N00 / 1 T2-92 3.5 30 -475 41 IP .33 �P c^y TCDL:/6 _ _-.• 2 T3-82 3.5 30 469 57 T .15 3 T3-83 3.5 3D -626 79 LP .41 BC LL: 4 T4-83 3.5 3D -069 68 LP .49 `M 5 T4-94 3.3 30 366 123 T .12 ' BC DLS 6 T5-84 3.5 30 -233 102 LP .1I B _ �/ z 'rlq IVIL O . OUA LOG FCTR:f CA` � ZS r 1x3 2x4 2.5x4 r 1x3 3+/a'Min Big wdlh UNO TI T2 T3 T4 T5 Plates:TEE-LOK TaiIG 12 I ICBO:3777, 4 LA CITY:24587 - iCentered on joint UNO HANSON u TRUSS, INC. 4 _ za DATE: Sc. z"�FurlQ,,tr1 ! 3rs 1 .� DRWG Ms �� B1 B2 B3 B4 2.5x4 2x4 2.5x4 2x4 ' 25- 8- 0 -� SCRLE - 1/4 --- _4-.t:_, 4 } y 1 hANSOM I KV0416111 t;. CtR I/IED ICLI INBPECTIC* ,a..a.a... ..« i`• I I i 1 I t�l MIDA4I-513 M STRICT ACCORSARCt ............... 304 is cA WITH UBC 25-17 I I OR TIO/V-A —� PREFABRICAY'E8 -•,� �— ! L.A. CITY R.R. k 24587 I I ! _ I.C.8.0. # 3777 a. aN.....r.�..a. �= © C-7 I e=� er e� T T - .mn.-.+ras.ana r �, I.c.B.o. 3752 !� Q C� A 7t[l0[i 616[w.-a, ..x le . . ra'•a rN I tY awp arrr we = lalm ...aww�l•. i .�mayy ^ C 1• h•7 Y tlo'. a' sr. r...... a�rrw Y.alw 11a../ r.a�Ida.1 a•..».y...�.r 1� �J � U Ia•aaar..w...✓ ..t i Nar ar.. _ /--may /a.Fiat.1.w.11aW C International Conference of Building Officials "` . RESEARCUEPORT 11.,er1 No.•••••• Max INI lMl I I. 1- I v1�•aosLL Woke/to/ �4 to 11[ee •n earltable to vldths ( `• •..�... to ft • .aal eoattouou/ laa[the _I ,„a,,,,;�" .,......, r�l/er/.17:►A[iolt,tt-arrol...trrr � Report he I711 MW TtlR//tAM w1e1M/. EVALUATIORREPORT Ara•Iaw CONFORATIUM aw.w a.w..r. aaaw n. .wa IO[7 O1C[PINK rya IYaar:TrrTawl,aa w..[w.�rarrr.►w . vela.....,. ... +.^. ..','^� MVICIM.MOWN CAM"A[Fin �`rlLa La.r.err,G.r.-ala.■ar r.r.w [Idylt!r/a�f01tdE4[7MCOIQTIMIC110N••OorM1MeMAwt.lrrvlw I .. 1. TY arw.w waam.&* ewer alk.al.a. 1 I.a1rl:fla"7—hu. L AYwarane, .—Ramar ta•aaraal. nat-iiMmt/1'fmtf I.aawr.[wa.a INfl/aw e0ae lararL 1 tY.e...lt I..a..r r a...rr tv a.ralr r are.. 7ats:/WTC V"MT[ same.MI 'am rw.war.1....n.nM r w........n ,......... ■o+.lPeaa n W T—r-w eraYe r.w A •w�r.a.L•Lww[wlo♦ IM N7STCtltaCN m[[T t■.0 C.— Im .rar.. �raaraa ear.�r rr r■ a.r..al rarwrw.rr a cr wrnwlw.r.lYsrNwy.-Y enwra.w. fa[MMa NAMUND.INI TY/rltrCrw• 7M/nw[L./-11. 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[ ~N::rr MILE rO I-ALLOWASkA LO.O.aOYep,aeA LWAM MNOF f[COaf.Cf NIU /A; r arrrar..lWe.r..a...aMMP•lar.-....ar�..•l MNI.ww .a 1: •rwl—ad, .rama mall w a Wa.L w M al rw•Y.-w Nnw..ww .r r•r.r....!1...........•.....r• (a+a.a/aan w Y a..�...aa r.r M W IrY..•M KA• a..YwV I.wa.nr.w■wN ... r.a^` Ia r r w r rrfr r.—M I ^rw ..,^ Kw--_ [VAILIM0:WORT OI [.wan f.awa.+:M rr ra al..n....n�....n - rM.. h.a.i.._-•�a•. - .�..r ^• �......� _ _ CONIAMY.AM[ .NII[a ra. V/C laWwM.LI I La,_P. .1. 7Y.aaarwam Nr.P."•• FI,dl • Iru aN as aa� aM •la aaa an e• y L+f.wJ in.... .. 11IG:.A.Oa-amr.le t ...�..a.... ,:.v. .... w II~n.aro—+...n.....r....a...a er.r.AQ.wrrfw... IM aCN r.. a....ara.rr.a.rrY 1■11..a-ewrr[ra.I.^a•.ar• � t C+v.w •: .. • r.,.�r r�.. �..,.Sp Warn r., n..........•...a.r....a�..�...�a..... } I i FORCES, LOADS, °: MOMENTS SHOWN BELOW ARE FOR EACH F'LY OF A 2 PLY TRUSS. *tx Bracing LIND GRAD SPEC SIZE ***'4 MEMBER ANALYSIS **** BY Others TC�!MV Member Width Force Len. Crit Nyyerp Moment (in-lb) Lo 1 EI-E2 (in) Gr (Ib) (in) Ccnd ASI, (00 -Tndl F.nd2 1107 1 8S1 CS1 BC:jwz .Gw- Tof� Chords: ' 1 T1-T2 3.5 20 -601 46 PP .09 4 551 99: 903 30 .19 .27 wB�r� IJk -GEC 2 J243 3.5 20 T3-T4 3.5 20 -238 46 PP .04 10 -99 0 2826 -1599 90 .51 .55 4 T4-T5 3.5 20 -462 53 PP .07 10 -2826 2009 -1476 10 .51 .59 SPCG: PLfr. OC 5 TS-T6 3.5 2D -865 55 PP .13 10 -2009 3206 -)733 90 .50 .71 6 J647 3.5 2D -0 57 PP 0.00 10 -3206 15 2550 60 .58 .50 TC LL:D PSF Bottom Chords: 1 8I-02 3.5 20 5B1 89 T .10 1 -156 527 737 46 .13 .24 /✓07Z 8 0avQ1-£ T/ZV!rS IVA,i- t//�1rQ Z!/p� TC Ol:Z y0 82-93 4.'.: 2D -667 44 PP .10 1 -527 529 -434 90 .10 .20 93-B4 3.5 2D -667 49 PP .10 1 -529 24 -361 10 .10 .20 BC lt: 4 34-BS 3.5 20 549 55 T .10 1 -74 267 271 43 .05 .15 1".•`r Q<ZpFESS/p BC DL Zj 5 B5-B6 3.5 20 881 61 T .16 1 -267 2 372 57 .07 .12 N Web Members: 1 T2-112 3.5 30 -342 48 lP .097y _ �,Zs 2 T3-82 3.5 30 -463 32 $ .12 :'� �y OUR LOG FCTR: T4-B2 3.5 3D 1124 55 T .36 I + 4 T4-83 3.5 30 -1901 32 S .50 C'� 5 T4-84 3.5 30 1353 59 T .43 1 31h-Min Brg Wdth UNO 6 T5-B4 3.5 30 -709 33 S .18L_� 7 T5-B5 3.5 30 37•,i 60 T .12 =f CIVIL �q�Q ` 8 Tb-45 3.5 30 -131 33 S .03 �. 9 T� 86 3,5 30 -1016 65 IP .27 Plates:TEE•LOK T1iiG 10 T7-86 3.5 3D -244 32 S .06 :.. OF CAO ICSO:3777. _ - LA CITY:2497 Centered onOWUNO ` r rIx4 3x18 2x4 2.5x5 rlx4 ,, TI T2 T3 _14: TS T6 T7 r z�I - - - - 'Cu� �P HANSON 12 71 Co C zl G3 TRUSS, INC. 4 -2 193 134 13 IRS r- 2x4 Z 17 / US r2x4 US 2x4 US DATE: -ZJ-ea 25- 8- 8 DRWG/s Aawa `_/ SCRLE - 1i4 --- i� I ,