1993, 04-15 Permit App: 93002535 GaragePROJECT NUMBER= 93002535 APPLICATION DATE= 04/15/93 PAGE= 01
****** THIS IS NOT A PERMIT ******
PENALTIES WILL BE ASSESSED FOR COMMENCING WORK WITHOUT A PERMIT
----------------------------------------------------------------------------
SITE STREET= 6925 E MARIETTA AVE PARCEL#= 35121.3202
ADDRESS= SPOKANE WA 99212
PERMIT USE= DETACHED GARAGE
PLAT#= 001866 PLAT NAME= ORCHARD AVENUE ADD (TR.1-228)
BLOCK= LOT= ZONE= UR -3.5 DIST#= E
AREA= F/A= F WIDTH= 57 DEPTH= 200 R/W=
# OF BLDGS= # DWELLINGS= 1 WATER DIST =
OWNER= LARSON, RICHARD & JANELLE PHONE= 509 927 4935
STREET= 6925 E MARIETTA AVE
ADDRESS= SPOKANE WA 99212
CONTACT NAME= RICHARD LARSON PHONE NUMBER= 509 927 4935
BUILDING SETBACKS: FRONT= NA LEFT= NA RIGHT= 5 REAR= 10
****************************** REVIEW INFORMATION *****************************
DEPARTMENT REVIEW REQUIREMENT
------------------------------------------------------------------------
BUILDING PLAN REVIEW REQUIRED
APPROVAL: J LARSON DATE: 04/15/93
BUILDING SETBACK REVIEW REQUIRED
APPROVAL: J SHATTO DATE: 04/15/93
HEALTHDIST NEW OR ADDITIONAL WASTE WATER���
COMMENTS:
******************************* BUILDING PERMIT *******************************
CONTRACTOR= OWNER PHONE=
NEW= X REMODEL= ADDITION= CHANGE OF USE=
DWELL UNITS= 1 OCCUP. LD= BLDG HGT= 12 STORIES= 1
BLDG W X D = 30 X 40 SQ FT= 1200 SPRINKLER= N
REQ PARKING= #HANDICAP= CRITICAL MAT= N
DESCRIPTION GROUP TYPE SQ FT VALUATION
----------- ----- ---- ----- ---------
GARAGE M-1 VN 1200 9600.00
PROJECT NUMBER= 93002535 APPLICATION
DATE= 04/15/93 PAGE= 02
ITEM DESCRIPTION
-------------------------
QUANTITY
FEE AMOUNT
RESIDENTIAL VALUATION
--------
Y
----------
117.00
STATE SURCHARGE
Y
4.50
RESIDENTIAL SURCHARGE
Y
21.06
PERMIT TYPE FEE AMOUNT AMOUNT
----------------------------
PAID
AMOUNT OWING
------------
BUILDING PERMIT 142.56
------------- ------------
.00
-------------
142.56
142.56
.00
-------------
142.56
PROCESSED BY: JOHN LARSON
PRINTED BY: JOHN LARSON
******************************** THANK YOU
************************************
d �
APPLICATION WORKSHEET
General Information
one
Owner /W50V llkll"R 0. 171
aIZMI�Zc'
Ringaddress
tate 113
try
9711
Site Information
Project Information
Building Information
Dwelling units
ccupant oa
ui ing eig t
tones
Building dimensions
?e ?e-
Totalsquare ootage
eq parking
n icap par ng
Sprinkler system
mica stens
uare footage breakdown
am oor
Uncovered /covereddeck
Second floor
ter
Finished asement
Floor
Unfinished basement
u-va ue
arage
44O0
Furnace a ncy
ceoor
Contractor Information
and insulation information (R -values)
VHeatin
source
at cei mg
vaulted ceiling
ewa
Above grade
gra
Below grade wa
Floor
ongra
u-va ue
mow
Furnace a ncy
ceoor
ota I window area-To-oTffo—orarea
Budding contractor
Plumbing contractor
[cense number Phone
T [cense num Ferone
Mailing address
ai mg a rens
City, state, zip
ity, state zip
Heating contractor
Other / Lender
[cense number Phone
I-Rc-e-ns-e-n—umFer Phone
Mailingaddress
a i mg a rens
City, state, zip
tty, state, zip
PROJECT CONTACT PHONE
Spokane County Division of Buildings
1026 West Broadway Ave * Spokane, Wa 99260 * (509) 456-3675
LIR0E3t SPECIFICATIONS
Top CTgrd 2x E r 2700E-2.ZE N91 OF -L
BOL Clord 2x 6 r 1800E -1.6E MSR SPF/
BC Piece 2
ax 5 • 1800E -1.M MEL! SPF/
ISO P1see 2s 3 • STANDARD 54 f
WIN Piece 2 3
2x 3 a CONSTR_ S -P -f
WAKING REQUIREMENTS
SEMING ACT. SIZE MM. SIZE LBS
at 6.53 In. 6049
BL 6.53 In. V"
146E 1O ROOF SiATMUIMi I5 APPLIED
ONMEDTLY TO TIE TOP CHOW Il SMALL BE
� AT INTISIVALS NOT EXCEEQIt6 THE
LESMR OF THE PANEL LENGTH OP THE
PUiLDN SPACING_
*WE ID RIGID CEILING IS APPLIED DIRMLY
TO THE BOTTOI CNOM iT SMALL BE BMCED AT
INTMIWAL7 MDT Ex=D* THE LE90MM OF THE
MLIN SPACING OR 10 FT. Q.C.
MM TME TTM/5 HAS Bi Wk DESIGNED IN
AOMFGAMMDE MIT" IQM FWMEAM01, POWn 1807.
R -SM HOLDING VALUES A!E 203 ASI IN
9WTMl1N PINEIMOLAS FIR-LANCII MO 152
PSI IN HDI -FI SPMUCE-PIHE-FIR,
UNIT SHALL CONSIST OF 121 MM MM FASTMED
MOE"" XITN 100 MAILS AT 12' OC TH6MDIIBN-
MY. EACH MEMMM MAT HAVE C016ECTDR
PLATES BOTH FACES OF EACH JOINT AS SHOW.
ALL LOADS SMALL BE DISTRIBUTED (BY OTHERS)
EQUALLY TO EACH PLY.
NOTE REQUIRED BEARING SIZES.
Too Cn0 Bottom CM
Nms
T 1— 19306 B 1- IBM
M 1- -3319 M 2- 4503
T 2='-17290 B 2. 13115
N 3- 4583 M 4= -3319
3-17200T 317280 8 3- t8M
T 4--19386
T.C. Purlins ■ 30.00
' 8-C_ Purlins 6 180.00 '
Top Chd B6ttom LTd
MODE
T 1- 0.084 B 1. 0.003
M I - 0.387 M 2 - 0.944
T 2- 0.801 6 2- 0.743
N 3 - 0.444 M 4 - 0.387
T 3= 0.886 6 3- 0.903
7 4- 0.M4
ALL 01MENS(ONS ARE TO BE VERIFIED By IML
COMPONENT MANWACTURER. AKNITECT. MO/OR
WILRINC CONTRACTOR PRIOR TO FABAKAJIM-1
Standard Unifum Lpedin0 (PSF)
TCLL = 30.0: TCOL - 3.3, BML 1.4
Increase - 1.150
LLVE LOAD OMLECTION BASET) ON L/24D
ALT- a n actr.At,.
2 C94PLETE TAMXS FLUUI ED!
`PECIAL PLATE POSITIONING "RT
JDMT• IL (in) Y: (in) AWAS
S 10.20 2.90 0.0
3 0.00 -5.67 0.0
7 -10,20 2,W 0.0
2 PLY @ 154" G.C.
let.[ a 1110.
DOUrLB ME3MM 42 FLY) POLE TRTISS IGT at j 1
SPACID I•PLY TO EACH SIDE or [0LL IT 21 1
BLACCING IS USB'.D AT "I SPACINGS CAMCD
OUT if 40 !'OR TUC TOP AND BOTlC61 CROWS,
AM N)lMAX LACATO ALDM SACK WU BOOM ST
(+)- AVVACI■!M! TO POLE IS BY 02011MRS A/0
IQ1IP FNOIIIO! ADEQUM WARING A 1MXR .
FUR:.IBIS ]BUST OVERLAF TO FA042DE CIDMB'IINUMS
LATl7tAL SUPPORT. ATTACK BLACKING ULTH (2)
10d NAILS CA. SHO. THADOGK F'fi0B1 ?ACE OF TRUSS.
T.C. BLOCKING @ 15" 0.c.
B.C. BLOCKING @ 108" o.c,
8-4-6 6-7-6
6-7-8 [f-
-5.4852
fy`1
QQ` 5Tf�
6126
kH:j1 SPWN75 .
561501 , 10-0.0 M105(s) 156,E
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