HomeMy WebLinkAbout079-080-038COUNTY OF BUTTE
DEPARTMENT OF PU13LIC WORKS
196 Memorial Way. Chico — Phone: 891-2751'
7 County Center Drive. Oroville — Phone: 538-7541
747 Elliott Road, Paradise— Phone: 872-6307
CORRECTION NOTICE
R
NO.
A routine inspection indicates that the following violations of County Ordinance
exist at the above address and should be corrected. Please notify this office
when correction of work is completed. If you have any question pertaining to this
matter, or need additional explanation, please contact this office immediately.
A
126
Inspector Date
COUNTY OF BUT,TE
DEPARTMENT OF PUBLIC WORKS
196 Memorial Way, Chico — Phone: 861-2751
7 County Center Drive, Oroville — Phone: 538-7541
747 Elliott Road, Paradise — Phone: 872-6307
.. 4
- 1 �&�
45
Inspector 4��4 14 Date
iNER PERMrT NO.
A routine inspection indicates that the following violations of County Ordinance
exist at the above address and should be corrected. Please notify this office
when crection of work is completed. If you have any question pertaining to this
ma�,,,or need additional explanation, please contact this office immediately.'
L/ 42�-< L., -1 -,-5: Cj All
(/7
.. 4
- 1 �&�
45
Inspector 4��4 14 Date
OF BUTTE
9EPAR TMENT OF PtfBILIC WORKS
1961�emori4Way, Chico— Phone: 891-2751
7 County Center Drive, Orovi Ile — Phone: 538-7541
747 Elliott Road, Paradise— Phone: 872-6307
CORRECTION NOTICE
131
A routine inspection indicates that the following violations of County Ordinance
exist at the above address and should be corrected. Please notify this office
when correction of work is completed. If you have any question pertaining to this
matter, or need additional explanation, please contact this office immediately.
INZ�) A 0 %. I. J fm 0, 0 0 k- C3 k -, C.
A2 e—
q 'X
Inspector. .)Wrd Date
P
COUNTY 0 F BUTTE
DEPARTMENT OF PUIBLIC WOOKS
196 Memorial Way, Chico — Phone: 891-2751
7 County Center Drive, Orovi Ile — Phone, 538-7541
747 Elliott Road, Paradise — Phone: 872-6307
CORRECTION NOTICE
41T NO.
A routine inspection indicates that the following violations of County Ordinance
exist at the above address and should be corrected. Please notify this office
when correction of work is completed. If you have any question pertaining to this
matter, or need additional explanation, please contact this office immediately.
Inspector. e�e Date
�,, — ;z 9— 6-T'
a -c e-vo
&e*
e -v -4A- re -0-- 4 i'a --r-f.
h'=Effective Height of Wall= 2 x Total Wall Height.
H1 = 240 in.
Fa = 0. 2 x 1/2 x f 'm x (1 - (H'/ 40 x t) - 3)
Fa 151.55 psi.
Lb = Load'at Base of Wall (DL+LL): 1250 Lbs/ft-
fa = Lb / b x t 10.823 psi.
UNITY CHECK: fb/Fb+fa/Fa= .54532 < 1 OK
Minimum Reinforcement
Minimum Vertical Steel Area= .18 sq.in/ft
UBC Sec. 2614.(d) 2.A (As/Ag=.0015)
Minimum Horizontal Steel Area= .3 sq.in/ft
UBC Sec. 2614.(d) 3.A (As/Ag=.0025)
USE 2 - No. 5 Bar @ 18" o.c.
Horizontal Steel Area .40906 sq.in/ft
V= Shear in Wall= w x h-2 2 = 750.00 Lbs/ft.
SHEAR STRESS: V b x j x d 8.6711 psi < 25 OK
BOND STRESS: V Zo x j x d 55.202 psi < 90 OK
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,AILD ORIENTATION ON TYPICAL _..�.
11 TOP CHORD INTER -PANEL SPLICE RLPINE ENGINEERED PRODUCTR,,IND.
'iiIN 6OF PANEL 174 -POINT.
P.D.
BOX 225
7x6 60 7" POMPANO REACH FLORIDA 33061
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DEBIGN CRITERIA UBC
TC LIVE LOAD M 16.V PSF
TO DEAD LOAD 14>0 PtiF?
BC DEAD LOAD s 5.0 Pal~
1.5X4 60' 7"
. „ TOTAL - 3.5.0 PSF
n• AUR', FACTOR, l i 25
ca, ��ti SPACING 24.0" OG
FIR
OVERALL SPANS
4.00 �e
LARCH 2X6 TC 2X4 sC. 2400F-2.OE60, 7" 60' 7"
225,UF-1.9E 60 7" 59' 1`0"
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6 'Et). TC PANELS 21000-1.8E 60! 7" 56' 11"
4X5 601 7" 4xt 601 7" 5 EQ. BC PANELS 19500-1.7E' 601 7" 531 8" .
3X5 5.01 ell 3X4 50' 5'0 14EASURED FROM �
3X4 50' di"
40" 0'! 2;5X' 391 9" 3:41fJ 600 7" INSIDE SCARFS 180HP-1.6E 60' 7"
3X9 g8' B,i 16500-1.5E 60" 7" d6! 7.f
3XB 52' 2" 145OF-1.3E 6.fi' 7" 81' 3i1
3X7 45' 9" 55 6 " 7 3
". 3'X6 39, 40'
6X8 60' 7�} 8X10 60' 7.,
5X8 52' B" 6X8 52' 5"
MT11 BRG
SPAN
3.50"
60' 7"
5{6 38' a,} 5X61 39' 0,.
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PLATE TYPE --ALPINE
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K
- Ha, OVERHANGS JOB MA1EtiC
AMARTIN 200311 B }
4x5If
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MEM9R CSI P(LBS) MOIST M02ND NOTES:
* :2: -PLY TRUSS * K -N = 390 T 1. TRUSSES MANUP'ACTURf'b BY
DARROW/YARNELL WOOD PRODIIC
DL+LL DEFL - .45" AT a- CONFORMS TO TPI 85,
CSI, SIZE LUMBER FB LL DEFL - .29" < S/360 3. PREVENT TRUSS ROTATION AT
TOP .84 2X 6 DFLN02 1250S/DL+LL bEFL-868 S/DEPTH■ 3.0 ALL BEARING LOCATIOtiS-
BTM .91 2X10 DFLN02 1250 4. ANCHOR TRUSS'PQA A TOTAL
WBS.30 2X 4 HFSTAND 475 PLAUS ARE FOR EACH PLY HORIZONTAL LOA,`D OF 720
LUMBER.STRESS-INCREASE: 25.0% 5. FASTEN (EACH PLY TO THE
PLATING CONFORMS TO TPI NEXT WITH 10dINAILS AT
LATERAL 'BRACING: VERITY PLATE VALUES WITH INCHES O.C." THRUOUT
TOP CHORD - CONTINUOUS BEMAX ALL CHORDS AND WEBS':
BTM CHORD CONTINUOUS GRIP BASED ON DFL LUMBER FASTEN EACH BOTTON CND WITH
SPACING - 48.0 IN. �'}o.`c'vj GRIPPING VALUES BASED ON ROWS) Xdd NAILS AT
GROSS
A TEST METHOD. INCHES OiCi INTO EACH
c TOPLOADING CHD 16.0 14.0 (PSF) GRIPPINGE482-165EPSIMPER PAIR 6. STAGGER CHORD FNAILS TO I EACH AVOID
BTM CHD .0 10,0' INCLUDES 25.0% INCREASE ;$PLITTI,NO OF? WOOb.
TOTAL 16.0 24.0 40.0 TENSION 729- 129 PLI PER PAIR
EXCEPTIONS', SHEAR 816- 362 PL'I PER PAIR «
I -H 40„0 10.10 �r
JT TYPE PLATE ..SIZE X Y ,
SUPPORT CRITERIA A 2001 4.00 X 6.00 10.2 6.5
JT REACT WIDTH t REAC•i WIDTH B 1001 3.00 X 5.60 CTR CTR' + �!
LB^ IN -SX L80 IN -SX C 1001 3.00 X 5.00 CTR CTR f, i
P' 2936 3- B O 2254 3 8 D 3006 4.00 X 5.00 2.8 CTR'
Q 212.9 3- 3 E 1001 3.00 X 5.00 CTR CTR
F 1001 3.00 X 5.00 CTR CTR ;•
LEFT` RICHT G L2001 4.00 X- 6.06 10.2 6. 5®� ask
HEEL OIN - 4SX GIN - 40X H 1050 5.00 X 5.06 CTR 3.0 C ��
I 1030 5.00 X 5.00 CTR 3.0
MEMBER FORCES - EACH PLY J 1001 2.00 X 4.00' CTR CTRII ,Jr
MEMBR CS!
(CHORDS,MOIST .1'M82ND K 1001 2.00 X 9.00 GTR CTR - '��' 1�1+,.
TOP
L 1001 2.00 X 9.00 CTR CTR
A -M .27 1361 C 0 -1822 M 1050 4.00 X 4.00 CTR 'CTR
M -B .30' 1259 C 1822 2116 N 1050 4.00 X 4.00 CTR CTR
B -C .8.3 1101 C -2115 -8703` 0 ac NO..
C -D .74 10 C 8703 0 P
D -E .33 69 T 0 -3906 Q �h9 yJ j
E -F i82 1012 C 3906 85581 S1 1 0 7:00 X10.00 CTR 'CTR G/
F -N A84 1325 C -8558 -4091 S2 1100 1460 X10.00 CTR GTR r
N -.O .53 2025 H $091 0
BOTTOM CHORDS
A -O .48 1168 T 0-:10235QF
O -L . 48 1168 T 10235 93 �•°i tiba�v" w�, `
1-51 .18 1168 T -93 0 �f +
SI -I .20 1168 T 0 -1043
1043-2541
G
H -S2 63 1742 T 25421 12463 #�+
I4P 91 1026 T
P -H 91 1028 T t1+ +
� -12963 0
K2GK 79 1742 T 0 -9691
42 T
9691=14664
55 i7
QM(s .io 1141 WEBST 14664 0
• C -J 430 1135 G 0 -130
J -E 29',11&5 C 130 _0
L -M 116 C M-1 R 180 C`
X.;18 M' 30 T J- fo r 7 T
H -:F 396 T H -'N 807 C
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