HomeMy WebLinkAboutPermit 87-01-APP - DANIEL BOONE PAINTS - APPEAL (PLANS ONLY)87-01-app 103 nelsen place
DANIEL BOONE PAINTS APPEAL
PLANS ONLY
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GENERAL NOTES
CODE: UNIFORM BUILDING CODE •- 1976 EDITION
Wpm
25 PSF WIND 20 PSF SEISMIC TOME 3
RIM
.
L BEMIS PRESSURE 1500 PSF, COIRRACT(IR TO VERIFY IN
HELD. ALL EXTERIOR FOOTINGS SHALL BE A IIIII. OF I' -6" /FLOW
FINISHED MADE. FOOTINGS SWILL BEM ON SOIL COMPACTED TO 955 NMI.
F -- ASIM 0 -1557, OR UNDISTURBED SOIL. •
r x2000 PSI FOR All FOOTINGS -3f 9AGc5 CLME.vP /4 .VD. Joni::.
ULTINIITE sTEINO111 DESIGN METHOD USED. MIXIING MD PLACING OF ALL
CGICNUTE AND SELECTION! of MATERIALS SHALL AE III ACCORDNICC WITH THE
UK. MC ACt CODE 318 -71. PROPORTIONS or MGNEOITI: TN CEMENT SHN L
CE SUCH AS TO PRODUCE A DENSE UORXAOLE NIX UITH 3" MR. SLIM 1MICH
CNN OE PLACED WITIARUT SEGREGATIOI OR EXCESS FREE SURFACE MITER.
WATER ammo SHALL RE USED.
" RIII STEEL SWILL OE DEFORMED PER ASTM 615 -I8. GMOE 40
(}160.000 PSI). LAP COITIMpUS REINFORCING BARS 30 OM DIAMETERS.
1' -7" MIIN. MESS OTHERWISE NOTED. CORNER WING (1' -7• TEND) WILL
UE PAOVIOED FOR ALL II5RIZONTAI REINFORCEMENT. DETAIL STEEL. III ACG1R-
UNICE WITH THE "ACI PWIUM. OF STNIDARD PMCTICE OF DETAILING REIN-
FORCED CONCRETE STRUCTURES."
COVER TO MIN REINFORCEMENT TO BE:
FOOTi11G5 3 11101E5
H L S
SHALL CORIUM TO ASTI1 A -36 (fy36,000 PSI).
WELDS NOT SPECIFIED SHALL OE 1/4" CONTINUOUS FILLET 11111. ALL WELDS
TO BE BY CERTIFIED WELDERS - USE FRESH EGO ELECTR50CS. HISCCLLM-
OUT NINNo(IS TO CE SIMIPSOI OR APPROVED EQUAL. ALL IIACIINE MOLTS TO
BE A -307. ANCHOR DOLTS 1OTO CONCRETE WAY BE PARA- BOLTS. 011E MOLTS
OR APPROVED EQUAL; MIN. E$SEDIIEMT PER UBC TABLE 26 -C. FABRICATOR
MY :INCREASE PLATE SIZE PROVIDED HE CORDIINTES THIS UtTH ALL TRADES
CO:CC1111ED N_10 OBTAINS ENGINEER'S APPROVAL.
TIMBER
.:+ i IlEA16 D. F. it (m0.1!s0 P57)
4xv 4x4. COLS O.F. P1 tfc.12511 PSI)
ALL LUMBER NOT NOTED TO BE II.F. II OR CP RC
ALL GRADES SHALL CONFONI TO "IOWA GRADING RULE; FOR IIESTEM LUMBER
1910 EDITION!.• BOLT HEADS MD NUTS BEARING AGAILIST 8100 SHALL BE
PROVIDED WITH STANDARD CUT WASHERS. ALL IMOD III CONTACT WITH CON-
CRETE SHALL BE TREATED.GxG L'a41.41s6 SHALL es T44710.
TRUS
TO BE CY TAUS JOIST CORPORATION OR APPROVED EQUAL.
TRUSS SUPPLIER SHALL PROVIDE DESIGN CALCULATIONS AND SHOP DRAWINGS
FOR APPROVAL PRIOR TO FABRICATION. TRUSSES SHALL BC DE5161100 FOR
100 PLF LIVE AND LOAD AND 28 PLF DEAD LOAD.
P r Qp
. : 1oDF, = 3:4S.CDX
PRIOR .TO.R00FIt18. 'PLY . • • SHALL CONED
SPEC IAL 0N1 TIO.S
1'OIITNRT' R" RIF) ALL DIMEHSIOIS IN FIELD, AND SHALL PAOVIDE
ADEQUATE SHORING ANI BRACING OF ALL STRUCTURAL MEMBERS DIMING LOd-
STRUCTIOI. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES
PRIOR TO INSTALLATION.
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I • - 4 -.. +! , ••• • ■•.' • 4:•44:44
, ••
DATE
FILE NUMBER
PROJECT NAME
ADDRESS
APPLICANT
FILE
CROSS REFERENCE I
NONE
ACTION
APPROVED
1/28/87
87 -1 -BLA
' CITY OF TUKWILA
FORMER EDWARDS AVENUE LOCATED NORTH
OF S. 140TH STREET
2/20/87
87 -2 -BLA
CHARLIE SIMPSON
14246 56TH AVENUE S.
SAME
NONE o
APPROVED
4/1/87
87 -3 -BLA
FLOYD & ETHEL•SMITH
4238 & 4240 S. 164TH AJIENUE` S.
SAME
APPROVED
5/4/87
87 -4 -BLA
PAT MC ENULTY
14446 - 59TH AVENUE S.
RICHARD SCHROEDER
NONE
5/8/87
87 -5 -BLA
1104- ha.r&uj ► 6h 11',x).1137
MARIO SEGALE
NO ADDRESS FOR SITE
P.O. BOX 88050
MARIO SEGALE
85 -19 -SS
WITHDRAWN
6/22/87
7/7/87
87 -6 -BLA
METRO PARK & RIDE
ON INTERURBAN AVENUE S., NORTH OF
52ND AVENUE S.
METRO r
11/10/87
87 -7 -BLA
SILVERVIEW, LOTS 18, 19, 20
BARGHAUSEN
12/2/87
87 -8 -BLA
NORDSTROM EXPANSION
SOUTHCENTER MALL
BUSH. ROED & HITCHINGS
•
BOUNDARY LINE ADJUSTMENT 1987