HomeMy WebLinkAbout15120-15150 GRAND AVE_ 198-88 (17)
i
FORCES, LOADS, g, MOMENTS SHOWN BELOW ARE FOR EACH F'LY OF A 2 F'LY TRUSS' *Ix Bracing LIND GRAD SPEC SIZE
**** MEMBER ANALYSIS **** By Others TC:XCZ DFL 4Xy
Meatier Width Farce Len. Crit 4�erp 10,ent (in-lb) Lo
1 EI-E2 (in) Br Ilb) (in) Ccnd ASI, Ip.i1 fndl End2 hid P I BSI CSI BCAz .GAL Z-Y -
To�� Chords: Wg �
1 T1-T2 3.5 2D -601 46 PP .09 4 551 997 903 30 .18 .27 -
2 -T2-T3 3.5 2D -205 45 PP .04 4 -997 0 -563 10 All .22
3 T3-T4 3.5 2D -238 46 PP 04 10 0 2826 -1599 90 .51 .55 SPCG: p0r OC
4 T4-T5 3.5 2D -462 53 PP .07 10 -2826 2009 -1476 10 .51 .58
5 T5-T6 3.5 2D -B65 55 PP .13 10 -2009 3206 -1733 90 .58 .71 TC ILL D PSF
6 T6-77 3.5 211 -0 57 PP 0.00 10 -3206 15 2550 60 .58 .58
Bottom Chords: i ra: ►✓ r iI TCDL:ZyO
1 Bi-C2 3.5 2D 5B1 89 T .10 1 -156 527 737 46 .13 .24 A/o_T9 8 /Jov,c 1. 7%L 1fS NA ��ds� /Z o�
2 8213 3.5 2D -667 44 PP .10 l -527 529 -434 90 .10 .20 BC ILL
3 83-84 3.5 20 -667 49 PP .10 -529 24 -361 !0 .10 .20
/ B4-BS 3.5 27 549 55 T 10 i -24 267 271 43 .05 .15 i-i,"�;�,'F,� QOFESSIo BC DL: 'Zr
5 B"6 3.5 20 B81 61 T .16 ! -267 2 372 57 .01 .12
Web Members:
I T2-B2 3.5 3D -342 48 IP .09 11 9y DUR LDG FCTR:A 2s
2 T3-112 3.5 311 -463 32 5 .12
4 T4-93 3.5 30 -1983 324 2 5 .50 Cl z
5 T4-84 3.5 3D 1353 59 T .43 rn 3�h-Min Brg Wdth LING-
6 T5-84 3.5 30 -709 33 S .18 �I 1L �\P
+ 8 Tb B5 3.5 3D 131 33 5 .03 4' p� \
G� OF Plales:TEE-LOK TRIG
9 T6-B6 3.5 3D -10'' 65 IP .21 % CAL1F LA CITY:
:24 _
10 T7-B6 3.5 3D -.A 32 S .06 ` LA CITY:24587
Centered on Ord UNO t
' rlx4 -� 3x10 2x4 2.5x5 1 4
T1 - T2 T3 /�4J T5_ _-TS :- T7 c�ULT v>° HANSON : ro
TRUSS, INC.
4�
■ 4 \ to
2x4Z- S I 3x9 r2x4 x8 2x4 x5
/ �/ DATE: -ZS-Jg(i
25- 8- 0 DRWGG Os
SCALE 1/4 -- -- --------
'1404,
4
VA
"ybs r
t
A DATE: F.RRU RY 25,19R6
O.
CHANSON TRUSS, INC.
0
7
� p
JOB: FRANK BUCCELLA .L _71
HUNTINGTON BEACH, CA, 92649 /
TRACT:
f
tl
FA9RICATOR: HANSON TRUSS, INC. SUBMITTAL COPIES:
OFFICE/YARD: 14045 RAMONA AVENUE Truss Layout Sheets
_ CHINO,, California 91710 '
Truss Drawing Details
Truss Calc. Sheets
(714) 591-9256-
Y
1
1
'r
r
CITY OF LOS ANGELES
cau mewl. r.w,w-,as lE-LOII west sunnwa rase•sale T, is TIX-LOX T-GIG and T-L-S
roswe.ry maw:.. ess..".... REC_ TEE--LOX T-01C and T-L-S _-••
e.[C•at OVl4Masvwwr is .oe seen Metal Plate connectors Metal Piste Connectors
M}aele•.@Mew M[e r.Is-
Weefw,Ma[N u V.�w...•
"""'•Y1C1 Thu clear open of trusses shell not exceed !o tart. Por "
Tow= :;asv spans between 37 1/2 and SO tests connector values shall be teeth fa 1 inch o.e. along the length of the plats aed .171 Ines
red cod one third. o.a. along the width. The sharp tip of the tooth is mad■ by 2
aaglea relstive to the length of the tooth. The angle along the .
RESEARCH RLPOATr AN 2/587 Plater shill I,r snores le-1 on each side of all joints and perpeedieular halt of the tooth is 31 degrees. while the angle
TEE-LOR wese °fall not to installed at locations where knots occur in the along the appeT top of the IS degrees of the tootle is 12 deg:'•••
El Cajon,
May wood rsbrcr twisted 39 degrees. B utilizing a left and right bond punch•
E1 Gjon, CA 92C71 Date, august 2!, 1901
there are opposing angles ovary other tooth. Then are 0 seen
The total grove area of the congector plater on one rebrr in per square inch of plate area. The plates are available in
GEAUL AFFAOVAL - TEE-LOX T-GIG and T-L-S metal plate connectors :or a connection shall be used to determine the allowable load. widths up to 12 inches wide and continuous lengths.
f
joining wood trues membeta. The allpvalle load shall net be inure"eel for short time '�-WX T'L•S connector plates ors pumbed truss 16 gauge
The above prrducts are approved until Septembwr 1, 1965. loading. galvanized A-616 grade A steel. The Plate consists of teeth rh•t
era approximately 0.61 inch long by 0.162 inch wide,punched In .
DETAIL Strrrmea at the not swctioc of the &teal plate shall not be pairs. 2 per hole along the length of the plats. Each pair of
• graster than the values porofttod in Chnpter 27 of the code. teeth is 1-1/6 inch o.e. along the length of the plate and 0.656
Inch o.c. along the width. The teetb have a Concave back and
The-LOX ow I. plats connectors are approved for the r61ces shorn in The slam remits load shell he sstax" of Imlthe
am
ltlplylne aPproxi"tely a IS rake on the sxtrrsma ends, and are '`.' • - i
the following ubUt •i4 the design stream.
ratio times the gross arwe o[ the plate tiros .
. the design ■ereua. approlllaably perpendicular to t;�i origin. Theal blank. There ar• I.s
w dthstooth pup ttoo 12 incA s wi of 0eate and continuous langthsrs available to
v
Longitudinal Plate Axis Longitvdinsl Plate Axis Efficiency Itatio The late are applied to true srmbers rwuas of•paver press,
Plat- Species a Applied Load Parallel and/or Applied Load P ifweae sons.
of Hood to Grain Trnmesres to Grain Diraction of load with revprct to Conatroeted in accordance with the memfacturer•s spec
10 Degree3 I!0 Degrees) Plate the length of the plate
The allowable loads were established from load tests conducted by
_-- 10 Degree) (90 bo.lrucp an approved testing agency.
T-GIG Douglas Fir 242 psi 147 psi
Southern Fine 211 psi 136 psi For this General Approval to be valid on any individual
Boa Fir 215 psi 129 psi T-CIC .590 .56t construction project in the City of Son Angeles, an engineer or
Spruce Pine Fir 191 psi 1,46 psi T•-L-S .757 .378 inapsetor et the Department of Building and Safety eetrota iek•
determination that all conditions of ens General hap
Truaseu shall be designed in accordance with recognized required to provide equivalency have be met in the case of each
-T-L-S•. Douglas Fit 1,46 psi" 134 psi -angimering principles by an engineer licensed by the State construction project under consideration.
Southern Pine 167 psi 1211 psi of California. Ap►110VLD
Ram Fir 163 p■1 107 psi RMCOMH DED BY
Rpruce Pine Fir 126 psi IDS psi TEE-LOX T-GIC metal plate shall he utooFwl with the rMMX V. XAOEGEA
identification •TEE-LOX T• for the 20 gauge plate and "TEC- !/s /_ , /�s General Manager
nor conditions between parallel to grain, LOX C• for the 16 gauge plate. /�i(.//.//r/•r/"
value@ say be obtained y int•rpol,ilon.n and transverse to P es be 2-L-B metes sat eha]1 etas with the DIB M. C. XBIIXR, Section Director
This approval 1@ subject to the following provisions:ns:
identification "T-L-G". Building Technical Services
ByG.GV�/�`J�
-ISCUS520N
1. 7runea and connectors shall be fabricated and installed in -
the shop o! a licensed labr tca for approved by the Department. 'Er-LOY. T-GI(; .metal plates .ire Funchvl [mr.. either la ga. or 20
a• galvanized A-146, grade A steel. The plAtes consists of Pal,
EARL SChwART2. Chl[f
eeth that are 0.175 inch long by 0.120 inch wide, punched in Sy PM Resource Management "ere
•airs, 2 per hole along the length of the plate. Each pair of RR21587173
ItR 715e7 RR 7r"I •'•v,
r.,n. i of t r•,.1,, n. 1 .... .....
f ,
a,
r
4
MEMBER ANALYS I S **- * UNO GRAD SPEC SIZE
Member Width Force Len, Crit I�pperp Moment (In-lb) Lo *tx Bracing
0 E1-E2 (in) Br tlb) (in) Cond A51 tplil -End1 End2 Mid=P 1 B51 C51 By Others TC•JWZ DIM Xd
l'opp Chords:
1 TI-T2 3.5 2D -2124 67 MI 34 5 -227 1176 1116 43 .30 .65 --H: aryq\ 8C�2 IJFL �Y✓.._
2 T2-T3 3.5 2D -1491 66 PP .'13 5 -1776 902 1317 54 .28 .51
3 T3-T4 3.5 20 128 10 T 02 5 -902 5086 -3599 90 .81 .83 1 L We�y PRr Z.t'/
4 T4-T5 3.5 2D -16 103 PP 0.00 5 -5086 8 403b 60 .81 .81 -
bottom Chords: 1
1 B1-02 3.5 2D 2052 97 T .37 1 685 709 1063 32 .17 ,54 - r SPCG: Z
,
2 B243 3.5 2D 937 97 T .17 1 -709 0 640 59 .11 .2B G ; N TC u:/F tS
3 B3-8 Q�QFES$/4 3.5 3D -1021 34 PP .26 0 -1188 0 -1070 10 .34 .59 0
4 9415 3.5 2D -35 99 ML .01 1 0 1 1031 50 .16 .17 _
Web Members: <�r✓ /� �4� P.00 j ql�, TC DL:/�,
1 T2-02 3.5 30 -636 33 IP .17 �- v�" y
2 T3-B2 3.5 3D 668 43 T .21 h _ BC LL:
3 T3-B3 3.5 3D -1053 66 LP .56 L_ BC DLS
4 T4-B3 3.5 3D -615 36 IP .17 0 0 1180 -1070 90 .34 .50
5 T4-05 3.5 3D 44 120 T .01
6 T5-B5 3.5 3D -217 102 LP .11 B
IViI. DUR LDG FCTR: 7.f
r2x4 US 2x4 r1x3 OF CAL
3%'Min Brg Wdth UNO
T1 T2 T3 T4 T5
12 I Plates:TEE-LOK T46IG C
4 F- ICBO:3777. -
LA CITY:24587
Centered on Joint UNO
HANSON r
�vf TRUSS, INC. y
4
-J2 DATE:
1 12 T DRWG Ms
B I B2 B3 B4 Q B5 3 -&,m- ,Z G-
3xS 2.5x4 113Xs rjxV 2x4 17
/ca�
1- 8 e- 7- 0 �J
25- 8- 0
SCALE - 1/4
i
.m,
k'
a'r
CALIFORNIA F / LL ETA l L
Kr.IL rK OPNf"M UT ILAttr VAUD PILL 1 '+
IAL\[r JJJII :PAC LL••.r,nW/rY Iot n n[cu Y'A'.:PCI Utt Y CMM
:PAC
mM JKm OWi s 4Rn IPY rYU uer AI mlAnal,c.1.I.WaIat.
,.up Prt ..{•.1•/N.
JJCI Klri solo IN PI PYCr MU rALL[T J.n1 AT WIN KPUNm�f .•-0••..,al Mlln
so ,
Jon MLIA.JAn PuiLIM INN r'-C StAi11G.rn Tani UUIJU PA/rU1it UP PAAAIALL n r.••••JKY 1t
IN win nl JAn Kn SVPMTI rl MILD. .�
mis[[{.1/ MaMM 2.6 r.1 aOFPIt ' � •
must FM I.I1 IN K PUCn M/n MKt KAr AT r loll�Mls)'4••,r,LPL j
MILD IN IIIU IVILta 1 f
&I=.1ALLtm 1.6 MKC LOx'n IN IJI nt VALLU YIPta IT nl loin
bl Hr JaN IIKtfNr It A DICK WIr, i
•.1.••... mlKl fb4 PAILIs ITS..m.: IKI
nn[AT u••a.
i
Auto a wa,crtt a ....�••..�_.
hrlb r NUNN null
Mdt,
-.0 I wri
lug.
r.U.P IN ,�`•'�� � ►nR. Y
JNt r... -
1101W A•A
JP.►ANt �
L J«t Pilo �! p
fAT NO IA PILL.RAIL
GA BLE END T USS DE TA l L y
..A
MET OPENING �2 I
Ir2x2 2" 242" AS SPECIFIED 16" e;a.ON PLANSRIDGE SIXES i �1
2-16d'• '
2-15dI•
f valecvdovm cRoss_eaACINo
a RIDGE 02 16, o.o.
IA ADD- SI/ 2-16dI ' _ 2-16d1•
(.,
OTBTIS Ir COIOOfS t
M110T FALL ON STU
DS
17.
� t..
1 t :ire•
i
i
t **** MEMBER ANALYSIS #*** *Ix Bracing UNO GRAD SPEC SIZE
Meeber Width Force Len. Crit Nj�erp Moeent fin-lbl Lo By Others TC:
I El-E2 (in) Gr lib) lin) Cond ASI Ill 0 Endl End2 MIFF i BSI CS1 �
Tod� Chords: BCf� Lea �.tK
1 TI-T2 3.5 2D -973 70 PP .13 5 -19 2507 1750 39 .41 .54
2 T243 3.5 20 -490 69' PP .08 5 -2597 786 -1390 10 .41 .49 j
3 T3-T4 3.5 20 344 67 T .06 5 -786 5783 -3971 90 .84 .90 WB.�G3 GK�-z�
4 T4-T5 3.5 2111 -16 109 PP 0.00 5 -5203 8 4673 59 .84 .84
Bottom Chords: ;,'•, t•',^n SPCG: Z`r OC
1 11-82 3.5 2D 839 99 T .15 l 533 037 977 33 .15 .31
2 B2-B3 3.5 2D Ili 96 T 04 l -837 885 -536 90 .14 .18 i ti Q�OFESSiQ' TC LL:/G PSF
3 83-84 3.5 2D -305 103 ML .09 1 -885 t 706 60 .12 .20 p 9(
Web Members: I i �c� P.N0 �y TCDL:/6 2
1 T2-82 3.5 30 -475 41 IP .13
2 TI-92 3.5 3D 469 57 T .15 1. o� z BC LL:
3 1`3-113 3.5 3D -626 79 LP .47 \, \
4 T4-B3 3.5 3D -869 68 LP .49 W BC DLS
5 T4-84 3.5 30 366 123 T .12 '
6 T5-B4 3.5 30 -233 102 LP .11 9 _L......U
�l9 IVLI
'4/ Z O�� DUR LDG FCTR:
F CAFE
3�h'Min Brg Wdlh UNO
rlx3 2x4 2.5x4 rlx3 --
T1 T2 T3 T4 TS
I Plates:TEE-LOK T•GIG G f
12 ICBO:3777.
LA CITY:24567
4 Centered on joint UNO -
•
ti
HANSON
TRUSS, INC.
•
4
L2
1
DATE: Z�Z
C. ? �Fu?PiNYr I jY,j DRWG/s
B1 B2 B3 B4
2.5x4 2x4 2.5x4 2x4 \J
25- 8- 8 --�
SCRLE 1/4
rv.
r,
a
w�1�I