HomeMy WebLinkAbout066-030-032
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pro pe�rtyfines 'ancl'a Erck
of 5O . ft-orn they roarl
41T -1 clear fcai-of
structures or equipmt�,nt except
I fora 2 ft. eave overhang,
7
SICK '
L
-7
"y pre
thk sof of plans arld specifica'Hons mus'r bv
kr:"'P'! on fil-le iob at ;dl -.Hrries amd' it isur,.!awful -hr
makw, any chunger, or cdi-errll�ions on sam e WN.."100.
wrif&er, perrniss]of- frorn JHhe Depariment of PukD1.
lic Works, Counly of Bmih%,
'\I r
I Mcferials & Workmanship Shall 8a ht
Accordunicta wilh Recognized Good Practices and
of '-I -i Jr 1heSlPecifiod use in 11he
unifori'l-I uui�diinvl' Hijnn�-':ig and
- � jL
�'rie tAtulionul Elecivical Code.
O
VA
SCALE
REVISIONS
ey
DATE
DATE
OR
AP VD.
TITLE
877� iE57-4---,5
3 76-� W
BUTTE COUNTY
BUILDING DEPARTMENT
P
�. � e
.S"„�.,�.. ,. �-.. _ ..... �� .� ,..:. .x�..��.+_.Yr �_ .� .. v hi, yN .. �. ^1'3 �e d. n., v.—,. v ..l _ ..._ _ ..�! .. e.. .x t� a r...._� _� _ x,.., _
i(T190141)I b3�I ..,_6111,119l
t
..UMBER SHALL BE OF MINIMUM GRADE d SPECIES FOR TRJSS SPANS AS NOTED BELOW: IDouU; F'HFaY be If? HF d'"" Cly mNF 1i sP 4c00
CHD S¢E 55 OF 11 DF n DF I- DF SS HF
TOP CHORD
2x 4 32' 1" 28' 9" 26' 0" ?9' 4" 2A` 2" 25'
3 0 . 1 � »
BOTTOM CHO, 2X 4 36' y" 3'i' 3" 3011 25' i" 33 9" 30' 3* 26' b" 21' S"
WEB MEMBERS 2x4 STANDARD OR STUD GRADE HEM -FIR. 2xJ ♦2 HEM -FIR OR AS NOTED ON DESIGN
2X4. STANOARO OR STUD GRADE H la -FIR FDR wF.R MEMHERS
`! ism
OFF PANEL POINT SPLICE (T2)
2x6 R4,Ox4,5,T44 TO 36' 8"
A.
R"
PEAK JU1'vT DETAIL Ab
2x6 K5.6x6,01I56 3b' 8" 2.0 6,0,
2X6 H4,PX6.0,756 30' U" 2,0 b.Or b
2X4 R4.8x6.0,T56 35'11" 2e5 b,0, h
2X4 R4.uX4.5,T44 30' 0" 1.5 4.5r 4
8"
2 x 4 R2,4X4.5,T2.5/4 TU 35'1I*
PANEL POINT SPLICE (TJ2)
2X6 R4.8X6.0,T56 TO 3b' 8*
�f 2X4 R4.0%4.5+,154TO 35'11"
-x-.00 J �-^ ge
I A„ RI SPLICE
Tz 81.6x3.0,73/1 ,5 TO 36' 8"
R1,6X3,0,T31 TO 30' 0*
7.'E G Fye.
TJ2 P�H �' j (� (� `�Y 5�`yf IM o 1 ( 0'
)U 11L. 6, 0U l�' i uu �In �t s
BUILDINGDEPA � F
T _ E iii"U,IYyy
�1 1." MIN(SpIJ TI p'p€� yi 7070) 't swA f i
t equal equal 5 !.'..
LJ15:t
14,
r---- ----1 v,"+awr,,t,
t
-- B1
82 3 EQUAL PANELS BOTTOM CHORD ♦ li `
BJ2 SPAN TO ' "}
DOUG -FIR SPRUCE_PINE-FIR F°°""���
PANEL POINT SPLICE (BJ2) R2.4X9.0 10 36' 8" R3e2X9.0 TO 36'
R4.80.5,T58 TO 36' 8* R2.4X7.5 TO 33' 2" R3.2X7.5 TO 32' 2"
R4,ax6.0,T56 TO 30' 0" TO 26` 9" 82,4x4,0 TO 28' A" �r
82.4X6,0 d Irl.
84,0%6,0,754 TO 24' 0" R2.4%4.,5 TO 20' 4" R2.4X7.5 70 24' 5" ywESR a1
NO SPLICE R2.4X6.0 To 191 y" "ECORAN
82,4X4,5,734 TO 36' 8" rn� \*,,
82,4X4.1,72.5!4 TO 34' 0"
DOIJG-FIR SPRIICF-PINE-F IK ,o.� -
R2.4X3.O,T2.5/4 TO 24' 0" T38 TO 36'8" T310 TO 36' 8*
T2,5/8 TO 31' 2* T38 TO 34' 7"
72.5/6 TO 23' 8" 72.5/8 TO 29' 0"
T2.5/4 TO 16' 1" T2.5/6 TO 221 0"
OFF PANEL POINT SPLICE (82) T2.5/4 T,; 15 0*
R2,4X6.0,T36 TO 36' 8* _
Symmetrical R2.4X6.0,T34 TO 30' 0"
About. p2.4X4.5,T2.5/4 TO 24' 0"
Centerline h p aro iD 9a. ti gaNan2eC anNt steel and xe aaU(x7."fi1W dfo+n'. DIGITS INDICATE SIZE OF PLATE IN INCHES. .
TRUSINAL CONNECTORS 1 R3.'fr are d Dnr^a GUA h r ,nom y« nqe x 10"x 25 o.c Hd a in One. LUMBER: Snell tx of m nmum gra0e 8 sl '^a as need ()ktugla Fir may
rAcaled by prod T):"IMtn Pw M. n...17'xAt brq. Town re Pu , at 25 x.75' o.c. Hd- are m hM. Ge wCal t led wrere Hem F'.r is speatiM.)
4 4 / 3 wwfi 271 y Pr : 1a t••m t0"172" IorW. Teem ar• P"x1°d 1e," Per .. iiSum G -rxf ares 16 9a stock used A4 ",Mra us 20 9y.
T -36-3- 38* (2 ) �—t.d6 .A R') Pe'•4;".' m.eymdraar.maena.eomned aslgnodecompany
DA7i:
5/24/79 SPF RN-Ple,e ( t•d v/ 7�x RN'): e a WeCAI R-5000 co"n"tra a xerk rf, un efs oRw* x o W tFa Ile da ,n ,,.I, , sea I ca RRI IW7 a d RAI 463..
.-.. CK 6Y: pO�tTpow,q:Pl+tessn.lo.loc,t.dmoanlac•aawu un W.ceowm«c.nuArofcamde w+m W* -.„., ... ,
DC3. By:
5.25_78 TK _ —
L
HOTS: (unless olMn".w sp�1
0 F P n 0 f ,.. staw.on. ia, ;, Ny v,. r.aeo"e«ay a m. r.av �"• �cmrxn
7. o.•m
WSPAGENERAL
3" 276.L/72o7.
Ada"+ate ain•3" 25`10.
L«u" d date PerO•r'd'c"4r 4o trod
II b 8 SPACED a4.0" D.C.
`3,0712 PITCH 4/3 CONFIGURATION
LL+DL ON ROOF = 2$.0 PSF
DL ON CEILING = 10.0 PSF
TOTAL DESIGN LOAD = 38.0 PSF'*
* 5 PSF CEILING REDUCTION TAKEN,
AXIAL STRESS ONLY
LOAD DURATION INCREASE c 1.25
MEMBER FORCES REACTION= 1188
HAXIMUM TRUSS
T 1 -3568 8
1 3462 w l -601 w 2 864
T 2 -3108 8
2 2322 '
�f 2X4 R4.0%4.5+,154TO 35'11"
-x-.00 J �-^ ge
I A„ RI SPLICE
Tz 81.6x3.0,73/1 ,5 TO 36' 8"
R1,6X3,0,T31 TO 30' 0*
7.'E G Fye.
TJ2 P�H �' j (� (� `�Y 5�`yf IM o 1 ( 0'
)U 11L. 6, 0U l�' i uu �In �t s
BUILDINGDEPA � F
T _ E iii"U,IYyy
�1 1." MIN(SpIJ TI p'p€� yi 7070) 't swA f i
t equal equal 5 !.'..
LJ15:t
14,
r---- ----1 v,"+awr,,t,
t
-- B1
82 3 EQUAL PANELS BOTTOM CHORD ♦ li `
BJ2 SPAN TO ' "}
DOUG -FIR SPRUCE_PINE-FIR F°°""���
PANEL POINT SPLICE (BJ2) R2.4X9.0 10 36' 8" R3e2X9.0 TO 36'
R4.80.5,T58 TO 36' 8* R2.4X7.5 TO 33' 2" R3.2X7.5 TO 32' 2"
R4,ax6.0,T56 TO 30' 0" TO 26` 9" 82,4x4,0 TO 28' A" �r
82.4X6,0 d Irl.
84,0%6,0,754 TO 24' 0" R2.4%4.,5 TO 20' 4" R2.4X7.5 70 24' 5" ywESR a1
NO SPLICE R2.4X6.0 To 191 y" "ECORAN
82,4X4,5,734 TO 36' 8" rn� \*,,
82,4X4.1,72.5!4 TO 34' 0"
DOIJG-FIR SPRIICF-PINE-F IK ,o.� -
R2.4X3.O,T2.5/4 TO 24' 0" T38 TO 36'8" T310 TO 36' 8*
T2,5/8 TO 31' 2* T38 TO 34' 7"
72.5/6 TO 23' 8" 72.5/8 TO 29' 0"
T2.5/4 TO 16' 1" T2.5/6 TO 221 0"
OFF PANEL POINT SPLICE (82) T2.5/4 T,; 15 0*
R2,4X6.0,T36 TO 36' 8* _
Symmetrical R2.4X6.0,T34 TO 30' 0"
About. p2.4X4.5,T2.5/4 TO 24' 0"
Centerline h p aro iD 9a. ti gaNan2eC anNt steel and xe aaU(x7."fi1W dfo+n'. DIGITS INDICATE SIZE OF PLATE IN INCHES. .
TRUSINAL CONNECTORS 1 R3.'fr are d Dnr^a GUA h r ,nom y« nqe x 10"x 25 o.c Hd a in One. LUMBER: Snell tx of m nmum gra0e 8 sl '^a as need ()ktugla Fir may
rAcaled by prod T):"IMtn Pw M. n...17'xAt brq. Town re Pu , at 25 x.75' o.c. Hd- are m hM. Ge wCal t led wrere Hem F'.r is speatiM.)
4 4 / 3 wwfi 271 y Pr : 1a t••m t0"172" IorW. Teem ar• P"x1°d 1e," Per .. iiSum G -rxf ares 16 9a stock used A4 ",Mra us 20 9y.
T -36-3- 38* (2 ) �—t.d6 .A R') Pe'•4;".' m.eymdraar.maena.eomned aslgnodecompany
DA7i:
5/24/79 SPF RN-Ple,e ( t•d v/ 7�x RN'): e a WeCAI R-5000 co"n"tra a xerk rf, un efs oRw* x o W tFa Ile da ,n ,,.I, , sea I ca RRI IW7 a d RAI 463..
.-.. CK 6Y: pO�tTpow,q:Pl+tessn.lo.loc,t.dmoanlac•aawu un W.ceowm«c.nuArofcamde w+m W* -.„., ... ,
DC3. By:
5.25_78 TK _ —
"IV
12'e_ (o V.
f
AI �
I
Rl'ovide 1/2" x 110" anchor bolts
@ 6' O.C. max. and Within
12" of joints.
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BUTTE, C"OUNTY
BUILDING DEPARTAAE�,Jlj',
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ILDING rDEPARTMR
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