HomeMy WebLinkAboutPermit 3083 - Hamilton Residence - GarageJob Address
5624 S. 147th
Type
Tenant /Owner
Jerry A. Hamilton
Date
Date of Issuance
-_ ;_3."
Description of Work
Garage
Date
4 -4
Legal Description Lot 18 Code 2380 Attached
Hillmans Seattle Garden Tracts E117' .2 ,W •30..(y70
Owner
Jerry A. Hamilton
Rebar
Address 5624 S. 147th
Tukwila, WA 98188
Phone
.hone
248 -1534
Engineer /Architect
81.08
Address
Phone
Contractor
Self
_
Address
Same as above
Slab
Phone
Authorized Agent
License No.
N/A
Value of Work
10,000
Fire Protection
D Sprinklers
I=1 Detectors
Use Zone
R -1
Type of
Construction
V -N
Awl- r- Aeeept-ed --b
Issued By:
INSPECTION RECORD - 433 -1845
Type
Insp.
Date
Notes
Setback
Date
4 -4
Rec. 4
7071
7/Aln
- 1st Fl.
Rebar
Footing
81.08
_5• - eZ
Fdtn.
_
Demo.
Slab
Frame
Bond
Wall Bd.
Total
Tot. ,.:
Tot.
Total
100
Dept. Approvals
Req'd
Insp.
Date
IPlannin9 'Div.
Health Dept.
Public Works Dept.
Plumbing
Electrical
Cert. of Occupancy
Size of Unit or Building
Uses Sq.Ft.
AGaregp 1nSF
Occ.
NI -1
Occ. Load
6
Fees
P.C.
Amt.
53.00
Date
4 -4
Rec. 4
7071
7/Aln
- 1st Fl.
2nd Fl.
Bldg.
81.08
_5• - eZ
_
Demo.
Bond
Total
Tot. ,.:
Tot.
Total
100
PERMIT TUKWILA
THIS P MUST BE POS CONSPICUOUSLY ON BUILDING
B
Special Conditions
Approved for Issuance By
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC-
TION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR
IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED
FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS
COMMENCED.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS
APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.
ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS
TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED
HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT
PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING
CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
NOTICE
PERMIT NUMBER 3O7
Control Number 85 -091
Fire Dept.. Date Bldg. Official Date
THESE PREMISES SHALL NOT BE OCCUPIED UNTIL ALL APPROVALS HAVE BEEN SIGNED.
CPS No. I
Job Address
1::;:. . ',. 1./i.n
Type
Tenant /Owner
Jerry A. Hamilton
Date
Date of Issuance
7
1:3 Attached —
Description of Work
Gar,Rfr
Date
Legal Description Lot 1L'. Code ,e.J80
Hillmans Seattle Garden Tracts E117'
Property wner
Jerry A. Hamilton
Rebar
Address :3,,? .4 S. 147th
Tur;Wi i3 WA 981n
��5�'S
Phone
24 1634
Engineer /Architect
,/,
Address
2nd Fl.
Phone
Contractor
Self
Slab
Address
Same us abo'v
'1 x81
Phone
Authorized Agent
-,,
License No.
' /,n
?
Value of Work
10,..)00
Fire Protection
Q Sprinklers
IJ Detectors
Use Zone
R I
Type of
Construction
'f - A
Appl -r•- Accepted -By
Issued : + y:
INSPECTION RECORD - 433 -1845
Type
Insp.
Date
Notes
Setback
Date
Rec. 0
1st Fl.
Rebar
oil —?
��5�'S
P.C.
Footing
,/,
Fdtn.
2nd Fl.
/
Slab
Rj'I
'1 x81
') -4
Frame -'
-,,
`C '
?
•ti
Wall Bd
Bond
(04/
OS
Total
Tot. ; , ..;'
;:...1
Tot.
Total
� , .1
Dept. Approvals
Req'd
Insp.
Date
Planning 'Div.
Health Dept.
Public Works Dept.
Plumbinj
Electrical
ert. o ccupancy
Size of Unit or Building
- Uses Sq.Ft.
Occ.
Occ. Load
Fees
Amt.
Date
Rec. 0
1st Fl.
_ ;,rao:- 1 {}:?r_;
oil —?
;,
P.C.
F,;. .i,;
-
I ',)
2nd Fl.
Bldg.
'1 x81
') -4
( p, , : -
•
Demo.
Bond
Total
Tot. ; , ..;'
;:...1
Tot.
Total
� , .1
Special Conditions
Approved for Issuance By
c,, t
( p, , : -
sR
BILDIN PERMIT TUKWIILA
THIS E RMIT MUST BE S TED CONSPICUOUSLY ON BUILDING
NOTICE
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC-
TION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR
IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED
FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS
COMMENCED.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS
APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.
ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS
TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED
HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT
PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING
CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
' 1 / (1.-64. `" rif , �` .
.
Signaure of,Contractor or Authorized Agent.
Date ,
PERMIT NUMBER . -3r ") ;; `)
Control Number !;- ;_; I
FINAL APPROVALS:
Fire Dept. . Date Bldg. Official L' " Dater Is'
THESE PREMISES SHALL NOT BE OCCUPIED UNTIL ALL APPROVALS HAVE BEEN SIGNED.
CPS No. I
Taken By
INSPECTION RE VEST
Permit Date
Tenant Ti me 4 /, ' 55
Address:
Date Wanted: -a25
Contra. or Owner
Type of Inspection 9-
'CITY OF TUKWILA
El
❑
PERMIT NUMBER
CENTRAL PERMIT SYSTEM - ROUTING FORM
TO: [] BLDG. PLNG. P.W. [] FIRE
PROJECT & .
ADDRESS 4: , elf 7
DATE TRANSMITTED' /I- S
C.P.S. STAFF COORDINATOR��,
RESPONSE REQUESTED BY
RESPONSE RECEIVED
CONTROL NUMBER 9 _o4/
❑ POLICE ❑ P. & R.
PLEASE REVIEW THE ATTACHED PROJECT PLANS AND RESPOND WITH APPROPRIATE COMMENTS IN THE
SPACE BELOW.: INDICATE CRUCIAL CONCERNS BY CHECKING THE BOX NEXT TO THE LINE(S) ON WHICH
THAT CONCERN IS NOTED:
0 &p
❑
El
❑
El
D.R.C. REVIEW REQUESTED [j PLAN CHECK DATE
PLAN SUBMITTAL REQUESTED COMMENTS PREPARED B
\\•i[• guru !( Or wonky GAWK • an CIES MA TRUSS a►a•S AS NO1ED'a(LOw .O•.Se•s 1. w. r ••u•i•\e wft r••J. s fig•c.w•.r
;zee s le
.s CNO ••D ,I w
t I •
at OF
. .•
at aF
. T•
•ent11• ba) jT • S& �• 3S' t• _ 3•' 11• PS' r• IS' •'
••• i1.\D•\C O'• Sno•suot \E Wr !•a n WOO. 1 O• Ai NOTED ON tllrW.
R• •EME*S
a
,iis slalom 'VS •T•0 iaaot MLM.FIa roll ails wEM•Eti
STrN•rrr
'S OA
OW JOINT •MTMIL As •«
RIM •a.•ia.0.t 36! •• 5 8.1. •
Emit •a.•i6.3.T3 3•' •• 1.0 4.0. •
isa 81a.•ia.3.T4a 3s• 1• •.• •.•. •
12
T
MUM •
•36.6. a,. (ia)
31311»
at• -$.1%.7* MIS •, T
SOUS
OFF PANEL noTh - T SPLICE (611
82.8•6.0.ta..S /6 to )s• ••
•2.666.44136 • tO i0' ••
01.ai6.3.T2.3 /a t0 ea' s.
5/3
Wry
LAS=
•1 sr
1•' a•
•. ••
•
e'nN OF -
. .•
21 NV
se' 3•
It ME
TB' T•
10' 3'
12 MT
1•• A.
r4• !•
L• Is
ente NF
/r•It•
st • T•
pa►
16N4 *07NT •PLICt (T=)
066 •4.046.3.144 TO 3S• S.
*11 0i.0i0.S.TP.S /6 TO 3a' 1'
6 •PLTCf fTJ1)
is. •a.816.•,TS6 TO 36' S
tie •a.•ta.S•.TS•TO 36 is -
•eO ••LICE
•1.ST3.O.T3/1.3 TO 36' ••
•0.8*3.8.131 TO 16' ••
T•Q
1S•• bfN(Spt )
$ POINT ••L1tt (6J2)
116..16.0.756 TO 36' ••
•a.01a.3.TSa TO ia• 0
041 SPLICE •
•2.8l8,5.138 TO 36• ••
•2.816,S.T =.5 /6 Tn So' ••
112.a13.0,Ti.S /a TO ta• ••
•
•
J
.105 f
Is' 5'
stae s
__" ••
1a•
••
I
>emz•. cazwe +A • w ►zra. • wzA •wr ac w .• OI •••••••• •w E•• w w ••••••• •••
atli+i.••wWO. • l ••• •• •• II •SI '^ trmwaa•zew•zA r• A .A ..'w•••
.�.+•wr�+• .0 n•rr•ON Up• n' .n •A 3M. Ow •••11•I �w•M t+ • ' •. Imo w•••
••m••••••+ • r ••w•• ammo •w swift ww••r& m'
•. '• �� 11
/ 1 / •
t•ae tr
Its-t•'
Sl
T36
T1.316
Tr.S /6
I1.S /a
1
•
•
use •
s•. s•
1e•
••
i EOU AL PANELS OOTTOI I ()NOR.'►
A 611.0 TO % ••
000••P1•
42.616.0 TO 36'
42.611.5 *TO 3r'
02.616.0 TO is'
5P.a16.3 50 20
f•aN.TQ 36• •• 'PACE() ia.0 O.C.
46•115 7ITC$ •F3 CONFTitsSSTlnN
CL•OL'OW •OnF s 32.0 par
- SLIMS CEILING • 1•,• .sr •
Mot OE31C6 1060 • •r,• s•F •
• Ej ODF tfIttoWtr000TION /atfw,
` •TIaL •T•E•••OWLT
L060 •U•aTION INCREa•E s 1.13
11411NUs 55U•• •EMOE• •P0•CE• • lEaCTIONS 1332
t I !3••1 4 1 2 0 . 1 1 _N•n in i li••
? t • 4.366S S 2 • 3036
SPECTOR
COPY
Sous•FI■
TO 36•
TO 31'
TO 23'
10 16'
S.
••
••
r
MEM•Ft•
• 3. :17.5 TO 36!
02.611 to 3a•
• 2.S67.3 TO 30'
• 1.016.e TO as'
12.611.5 TO if'
• 1tEr•FI•
787 TO
Ta6 TO
Tay • TO
T36 TO
12.316 TO
•
••
3•
T•
S. •
36• ••
33' ••
2S' 3
2S' 6
a1• S
aarEOK lab •ww •.wmw or•..
I ••••••►••w•. w_• r. •w mown. WM&
S f waw�••s.w w► •wM trim le r ••■•.. •••••
amp w•N• w•• •••• . •■.•'•
• �•/r�•w•• •a •Mw.c •7 ••�. - •w
• wi.A. Y !• • •�• •1. • mPap ..�..∎
• •a•11, ..'O•l.."r•
• rawr.w
{a• • 1111 `• •rrwO •�� w. w.. ..
AMY •or•azAw•Alpm.zsmwwr eserTa..►
•1160.1 damn nip ••••• •r awe •••••
• 'Ow Swlr+osas •C$Dw..!• ••I•+oo! .a .
t;saDE4
nEDUIFED
}
T -58, R -5. 3x9
1
L6'.t1_ I t11114.t kitb!eEit Gii?7ta TEUss
SECT. A.A - -
Sy:rmetriral Aboal Centerline
DES- sy, TIi ac .Y: J
1 . 12640 -' G- 40- 4 - 37 VIII
OAn: 12/22/78
4 U.: S - 1
T -58, R- 5.6x7.5
T -511, R -5.6x
410 §t d§ JbPUAfibUssswA1 4 §A§tA6ULk;tb6tl¢.4,_�F 46__ a . _ii_ is /0 _Ulf t6
�-- t
•
NGTE ALl AL`D ONS TO Ea 1HE SAME SIZE. GRADE AND SPECIES AS THE BOTTOM CHORD.
ECrT :et CHOr'.O AND ADD-0t: 5 W_ f JO•lTS TO BE STAGGEf D ON ADJACENT MEMBERS.
LATfiut: -1 -7' BkACE GIRDER TO ROOF DIAPHRAGM WHERE INDICATED +
•
-MIKE MtMi9Ed Glitbtli itLiss
WitI1 ADD - ON TO gt7itb.i.
SEC. A•ft_ �1IGP.D ATTACHED AS SHOWN
$ - .-i /2irt6 1"!C
0
SEC. AA
-C1•
J
2x6 #2 HP
8 or 9 j,
1/4"
T -78, R-7. 2x9 (II or III)
T -514. R -4. Ex15
I
T -712. t- 7. 2x12 1 /: R\ G. 4x12 T -78.:3 -7.2:9 T -36. R- 3.2x7.5
.n L/30-!' Three Egaal Panels
_ Girder Span - See Schedule
6
k / 24 0
h
�.. GE111tR. L 1tio,'FS:
1FIPTE MEMBER GIRDER TRUSS I. Mluitlpie Memi»ii: )a) To Choir; ;nd weirs to be tarot
WITH ADD -DNS TO BOTTOM with 164 nsill stoppered a` 12" o e. lb) Euttem o'crds a-.4
CHORD ATTACHED AS SHOWN add ors in be joined wiih 16d waits staggered:8 C.nacangl. an
rtuiiered at panel points 1 3s shown on chat !1
SUPPORTED TRUSS SPAN 0 ^.r 1"r r BOTTOM TOP eetnb SJ tPUSS s *H TT
BQOht i TOP
aoAao SUPPORTED TRUSS SPAN BOTTOM w '
TOP WARD • bracing: Temporary and permanent bracing IO be C.s+pnc
c P' CHORD CHORD
!DOTAGE CHORD sI CHORD MO! AGE CHORn 3 CHORD f` WARD and pne.lded by othe•s- (Des•gn assumes top chord tete:
'I(!' F 2.40P F NAILI!'G SIZE 7.1e.9 t pant) F NAILING t1". SIZE ?1f:0 F i Zion F NAILING ,_ SIZE brac "
�
e. r• tar F;- (h• ea h '7s;: 7 ?1 ?:'In" 2 ?'10^ 3" h Y4 ?SS ?+1 I7:t'S1" 2" f, ?1 2� 1 3. Hangars. ire to be seed in eccma:nce yoth rescev+
3.--- 11" r" T4• I" !h' 1" 5•21. ?79 i2` II" 22' O" 4" i. • 2 270 27'11" 1 27 r " b 2 ytl 301 design :oa!a p Ir
and surnxd trut.s ft p3n'.. 4 wtcrees tc•t•o/
3e. G" 1A h" ...)' w .." 71J P07 71' 3" 21' 3" an 6 2X4 274 27' :?" 27' n1"" 3 " 6 ?X0 311 hangers r-4r.Ied
3S' 0• : '" 15' 0• 6" 254 755 7 7" 24' 7" 0" 6 254 ?RR Pt.' ?" 2,' c• 3• h ?1:4 321 a• lumbar: I1 p:rde• rr•emters :het be of minimum �ra3)
5-' C" 14' e" 1,f f.'' _ 6" 2.0 ?f:? 10.11. ! 9' t t" a"
6 2X4 296 25' C" 2' .T" 3' b C >y 330 aria species as owed i1". re.pec:ve St p7aete4 Truss Soar
column tunIeas oth. wise shown;.
- 3 - 5' ^" 33' 1" 13' 1• 7" 2v4 ?70 la' 4" 19" 4" 4" 6 2X4 305 24. 7" 211' 7" 3" 6 21tl 31.0
_3„1" (I" 4 13 . 7" t3' 7" 7" 210 77P'. IA' e" 1.3" 9" a" 6 2Y4 5314 23'10" 21'10" 3" 6 2Y4 3S0
:7' 0" :' 22" J1 2" 7" 7X4 ?PA, 18' 2" 18' 2" 4" 4 6 2Y4 111 325 21' 2" ?3' 2" 3" 6 254 360
--- l2 ' I 12 lf'" 7" 2Y4 %93 17' 6" 17' 6" . 5" 6 2k0 331 22' t " 2 ?' n" 3' 6 ?La 365
34' A' 12' - )'c' S" e• 2a:t 3t'•) 17' 2" !7` 2• 5" E ^ ?k4 300 21'10" x1'10" 3" b 2Y4 319
a: C" 12' 5" 112 1" R" ?k4 3( 16' 8" 16' 8" 5" 5 25o 349 21' 3" !21' 3" 3" 6 254 37+9
MAXI`'UM FORCES 51•:1
COKE) I CGNL III
R = 5103 9 = 8505
P1= 962 PI= 1604
P2= 1757 P2= 292e
P3= 1589 P3= 2649
UI= •13095 U1= ■211"25
U2 = ■10357 112= -17195
U3=■12t?60
1 =
LI=
L2=
L3=
WI=
W2=
W3=
W4=
W.5.=
-7716
12423
12
9768
1757
-2778
2468
-2966
4880
ia, R -3, 2x7, 5
L lt:
L2=
L3=
W2=
t13=
h4"
W5=
20705
20705
16313
2928
-4630
4113
-4943
8133
DESIGN LOADING:
TaUSWAL C0 NECTOSS Tt N.5.1/ ere of pin* $oata/ 20 and 11 pa I gMrenaeu &neat goof Arlo a. • 6 =".p " t:
tate as oat.: POSr K441k.• P4 s" ill a lol-cra on ram bas of rn.:'a pace!
wale: 20201., aYa ayper. 'T•I: a Yana pm ac.in..•1r" 4r IO1a.T.eth.•souneny loo par t,ow at I0 c Moats are organs a. ear cenR+anas cc-rive. air. pre CWarwes dais dt"I:a a• awed
D a m ! fm;•ratodav mein 'D' :. /yea "pa. min., 25 10 1011e T - oMtn IMF r.We.71'' nt at%th;z1c c dIC•ho.. one.nodar. DInES EI!1ICATE II= .1r PLA1! IM IM:M.[•
I $- 0 Im0:ewewpe. l0gthpaa q in...10 - a .32 - leap Taint amp.w.t $o two par hots at .25 0-0 HAW tea inl at. / Su•u•G' ra.r:'as It la 1"00. wJ •:M orlon am 2t. •
os Se•• s us .noeaal P_a•Y.b rnnnartnr.ewne....r.. w.wd 1"n." all trothind 1.5.1. .. -, $ tTr... hat.r .t...nn.ui - It P ll PP .t}+ a•.4 n" .•!u
2S paI.LL • When C.51. - 55
1 2 pa/ O L LL reluctd per
S. C S L0 U.'3- C.197t+ Sec 2;.136
;load duration factor) (Metko3 2)
1 :3
tF2
„
P1
:22 L .
1
WI 1
L3 j 1.2 f 1.1
P3 P3 P2
T
�iJ,��� �- ` : - 2J• 74
tttG �� -_
1 TPIUSWWL ANAHEIM
ROI`.1EL I DETROIT
11i� i hCn ATLANTA
SPECIES t GRADE MAX. 0/R SPANS
2X4 TIC 2X4 B/C
M E M - F I R
SEL.STR.
Rr 1
•2
CONSTR.
D O U G L A S F I R - L A R C H
SEL.STR.
•1
•2
CONSTR.
24O0F -2.0E MSR
2100F -I.BE MSR
1650F -1.5E MSR
1450F -1.3E MSR
24'- 7' 24'- 7'
29'- 7' 24'- 4'
24'- 7' 22'- 0'
29'- 2' i0'- 4'
29'- 7' 24'- 7'
24'- 7' 24'- 7'
24'- 7' 24'- 7'
29'- 7' 20'- 9'
M S R [FOR SPECIES LISTED - RBOVE ONLY)
24'- 7' 24'- 7'
24'- 7' 24'- 7'
24 '- 7' 29'- 7'
24'- 7' 24'- 6'
M E B M EMBERS (EQUAL OR BETTER/
2X9: STANDARD OR STUD HEM -FIR
MAXIMUM SPAN MEMBER FORCES:
TOP CHORD BOTTOM CHORD WEBS
T 1= —1410 8 1= 1261 N 1= —423 W 3= —423
T 2= — 991 O 2= 1261 N 2= 513
T 3- —991
T 4• —1410
REACTION 586
FNFRNA NRTFt. :UNLESS OTHERWISE SPECIFIED'
1. INSTALLATION I5 ENTIRELY THE RESPONSIBILITY OF THE
RESPECTIVE CONTRACTOR.
2. ALL IARCING.IERPORRRT AND PERMANENT. TO RESIST LATERAL
FORCES TO OE DESIGNED AND PROVIDED AT OTHERS.
3. DESIGN ASSUMES 'DAT CONDITION' OF USE IN NONCORROSIVE
ENVIRONMENT.
9. DESIGN ASSURES LATERAL BRACING AT 3' DC TOP CHORD.
12' OC BOTTOM CHORD.
S. DESIGN ASSURES FULL BEARING AT SUPPORTS. SHIM BR
WEDGE IF NECESSARY.
6. CANNER TRUSS TO L /720 BETWEEN SUPPORTS.
7. ADEQUATE DRAINAGE IS ASSURED.
O. IMPACT BRIDGING OR LATERAL BRACING RECOMMENDED WHERE
SHOWN...
U
TOP CHORD SPLICES:
-1 2445 TO 24'— 7'
80T CHORD SPLICES:
8S -1
2445 TO 24'—
.•.• 01ERTE
•
P J y•
.
SIZE NF
2445 23'— 3'
2460 24'— 7'
2445 29'— 7'
TZ •
•• p- n327 �� — t
ter.. �� ,~•• � ��
rests
12
3N'u n rM.NrrTM.c R - ARE OF PRIME DUALITY 20 AND MGR. ..GRLVANIZED SHEET STEEL RHO ARE DISTINGUISHED
AS FOLOWS.
Ism 0 TEETH PER SO.IN. .12'1.4/• LONG. TEETH ARE PUNCHED TWO PER HOLE AT .10'1.25' O.C. HOLES
IN LINE.
&DOE: 10 TEETH PER SO.IN. .10 - X.32' LONG. TEETH ARE PUNCHED TWO PER HOLE AT .25'X.75' O.C. HOLES RAE
IN LINE.
Bp- PIRTF, IS A SPECIAL R -5000 CONNECTOR WITH EVERT THIRD ROW OF TEETH AND HOLES OMITTED.
PHSTTIHNIN. - ., PLATES SHALL BE LOCATED ON BOTH FACES OF TRUSS AND PLACED SO THEIR CENTERLINES COINCIDE WITH
JOINT CENTERLINES. UNLESS OTHERWISE NOTED.
DIGITS INDICATE SIZE OF PLATE IN INCHES.
LUMP: SHALL OE OF MINIMUM GRADE : SPECIES AS NOTED.
DOUGLAS FIR NAT OE SUBSTITUTED WHERE HEM -FIR 15 SPECIFIED.
SUFFIX 'G' INDICATES 10 GA. STOCK USED. ALL OTHERS ARE 20 GA.
. FOR BASIC DESIGN VALUES. SEE T.C.B.O. AR.I607.
1
NOTE:
NOTE:
LIVE Lem....
DERD LOAD....
CEILING D.L.N 10.
POP N 42.0..:..
ABDUCTIO AKE
152 DURATION FACTO:/
LOCATE TOP CHORD INTER -PANEL SPLICES
AT 1/5 PANEL LENGTH •/- 6'.
LOCRTE BOTTOM CHORD INTER-PURL
SPLICES AT 1/5 PANEL LENGTH •/- 12'.
TOP CHORD P.P SPLICE PLATES RRE
LOCATED ON THE WEBS AT A DISTANCE
OF 1.5' OR 1/2 THE NO SPLICE PLATE
WIDTH. WHICHEVER IS THE GREATER.
SPLICE
4045 TO 24'- 7'
NO SPLICE
1630 TO 24'- 7'
OS -1
OVERALL SPAN
TRUSWAL
SYSTEMS
3050 E. MIRRLOMR
ANAHEIM. CR. 92506
TS -1
CO
MAX. SPAN
12
CODE
78
NOTE, BOTTOM CHORD SPLICE
PLATES ARE TO BE LOCATED
1/4' ABOVE BOTTOM OF
BOTTOM CHORD.
ST MM.
ABOUT
32'45
PLATE ROTATED 90 DEG.
SPLICE
4060 TO 24'- 7'
NO SPLICE
2460 TO 24'- 7'
SPACING
24' D.C.
•
T- 24- 6- 42w —(4/2) R -5000
DATE
8/14/84
A TRUSWAL STANDARD
w
JOB ADDRESS
TENANT
,
I DATE OF APPL.
DESCRIPTION OF USE 'LEGAL
j . 2. -. • _1;,//:; 6 / /C ') 6 C ,
DESCRIPTION ATTACHED 0
/1 G L A.1 7 ni : ,, t c ,477. .(t P "' , Ft' / -/ ' .I / r,. ='' / / J '
PROPERTY OWNER
�1Z7 %E V /) . 1 �_ rltn7/
ADDRESS /
,'J et r :iv- .y, /1 % '� -7Cl./'' /,,/,".,.
PHONE
, r, /
ENGINEER /ARCHITECT
ADDRESS
PHONE
CONTRACTOR
ADDRESS
PHONE
AUTHORIZED AGENT
`LICENSE NO.
, VALUE OF WORK
1),. 'C?c'"' . 0 rl
FIRE PROTECTION SYSTEM
SPRINKLER DETECTOR
USE ZONE
,42'•- /
TYPE OF CONST
V
ADJUSTED VALUE
GRADING CUBIC YARDS
CUT FILL
SIZE OF BUILDING
SIZE OF UNIT
WORK TO BE DONE:
• f
i '. ,. -) )V -0.- / ._43 : r t .. - - 1 i.. _ „ 9
1ST FL. =; '
2ND FL.
.._
APPLICA•
FEES
TOTALS
AMT.
DATE
REC.
/•
NO
REC. BY
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS
TION AND KNOW THE SAME TO BE TRUE AND CORRECT.
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SPECIAL CONDITIONS
PLAN CHECKED BY
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DATE
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APPROVED FOR EP RMIT BY
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APPLICATION
FOR APR 4 loo' OF
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USES
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TOTALS
PLANNING
HEALTH
PUBLIC WORKS
FIRE
SQ. FT.
OCC.
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DEPT. APPROVALS
CORR. A
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CITY USE ONLY
CONTROL NUMBER '� _f
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