1990, 08-03 Permit App: 90003730 Storage Bldg Spokane County
DEPARTMENT OF BUILDING & SAFETY
A Division of Public Works
INFORMATION WORKSHEET
PARCEL NUMBER: S.Z i( €.-/- U' t 2
STREET ADDRESS: � / / 7 Z 3 $/t" 11 i 6 VLA
CITY/STATE/ZIP: 5/ Karn e, 1. 9 z
SUBDIVISION:
BLOCK: LOT: ZONE: DISTRICT:
LOT AREA: F/A: WIDTH: / DEPTH: R/W:
/
* OF BUILDINGS: f OF DWELLINGS: / WATER DISTRICT:
OWNER: 4 i i-e S /Pj O/ 1 PHONE: 5-Or - 9)4' - Y 3 3
MAILING ADDRESS: E 1/ 72 3 s v f f- (,.,0
CITY/STATE/ZIP: S,pci L ti 21/q 9 q 0
/ G /
CONTACT•. !-,` A 11 � PHONE: So r - - 3 WO
SETBACKS: - FRONT: / 32 LEFT: 5 RIGHT: ( REAR: 7 /
PERMIT USE:
****************************************************************************
BUILDING INFORMATION
CONTRACTOR LICENSE NUMBER: S 70A)r S/J /5 ,
CONTRACTOR: S%OV E/W(/Eti //(1 C PHONE: 5 � Y - 92Z - ?v/6
MAILING ADDRESS: 67 6-7 j` S�'',pF'/Si ,i S c 4.04 e- (4L4 ' f
ARCHITECT/ENGINEER: PHONE: - -
MAILING ADDRESS:
NEW: /REMODEL: ADDITION: CHANGE OF USE:
DWELL UNITS: OCCUPANT LOAD: BUILDING HGT: ! Y STORIES:
BUILDING DIMENSIONS: / S 3 0 (WIDTH X DEPTH) SQ. FT. : 7 2 C)
REQUIRED PARKING: # HANDICAP: SEWER (YIN) : HYDRANT:
JOB NAME wdji
PHONE # 7 f — e/r (
tonehauen, ane. ADDRESS rz-e6
East .8104 Sprague, Suite "C" LEGAL DESCRIPTION
Spokane, WA 99212-2912 �' ys--Z 8'g-- 6 y 2 z-
eW efu e—
Site Plan
P
Show 1
NORTH
Show streets/alley O
Show septic/sewer/drainfield '//,'i
Show existing buildings Gu
Show proposed building
Show setbacks-front,sides,rear • I
Show lot size r 41/1' S
— :s — 11 010ge
-E.1X3°
ZONING CRI"T"ERIA — SPOKANE
CITY — — —°v"- /Tf' s'rif
If closer than 3'to property line- need firewall -
Out of rear 30' and closer than 5'- need waiver from neighbor < < o
Cant cover more than 50': of rear 25'
Corner lot -building must be 20'from side property line
60'minimum setback from front property line
Less than 6'from residence - need firewall
COUNTY
Maximum lot coverage Inc. septic system - 35%
5'minimum side yard setback (unless 70'or more back - then 3'minimum)
If closer than 3'to property line - need firewall
Minimum front setback - 25'from property line or 55'from center of road- whichever Is greater
Minimum sidestreet setback - 15' from property line or 45' from center of road- whichever Is greater
16'and over to ridge in height may change setback requirements
10' from septic/drainfield
Less than 6'from residence - need firewall
S
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V08.40 0
Boa a zL3 Q
TTPE 600 12/15/99 s 0 -„
2 OF 2 "� 5 ��� a mi
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4. 00 (-
2= 4 -e-- ...44 .00000.0 21 LI -1.-- 10,
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6' 8 = 6x8 — 6: 8 I ��0,a0~�
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TC I 6-07-14 1 5-OW-02 1 5-OW-02 607-1u - N ` >o -
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BC 1 12-00-00 I 12-00-00 oL = a
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1 is O = O m i
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1 24-00-00 :v omc "LL •6
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TCLL= 30.0 PSF SPACING =10-00-00 REACTIONS MIN L/DEF= 24'/0.23"= 999, CAMB= 0 1/8" c o c
4 TCDL= 5.0 PSF INCR:P=1.15 L=1.15 (LBS) BRG(IN) 20 GA. PTX PLATES 186 PSI GRS (MAX) B 5'8 m 2 c
BCLL= 0.0 PSF BUTT CUT= 0 1/4" J 1= -4320 5.5 ``\`\��NuVV ust://, ��, ,, ,, = 4,2-0-P
BCDL= 1.0 PSF J 5= -4320 5.5 " SEE NOTES ON MULTI-PLY, PURLINS ** ````��N..4.... 'Qe /'/,� ° 8 R t N
HYDRO-AIR ENGINEERING INC j .1dgC ;lri -`K` E c 6_E
EVERGREEN TRUSS & ENGINEERING CONFORMS TO UBC NO REPETITIVE INCR 4,-.;,44/ G�•. .P , R � E R
TOP CHORD - CSR= 0.756----- --- BOTTOM CHORD - CSP= 0.472--- WEBS - CSR= 0.336 _ + = : • a E. 5. d "s d- z
2X 6 SL ST DOUG FIR 2X 6 SL ST DOUG FIR 2X 4 STD DOUG FIR = N .' A� __; '==2 . °c
A tt�pZ u "<
C 1= -9787 C 3= -6830 C 5= 9235 0 6= 9285 W 1= -3037 W 2= 2449 W 3= -3037 :"0 �,;A, 1 „ Q< i
C 2= -6830 4= -9787 :''.0....1?t•-• EF.o C\ _"_.6 2-15 c °E o
5_
1.* 2 PLIES MUST BE SECURELY FASTENED TOGETHER TO ACT AS A UNIT. ATTACH EACH TOP CHORD PLY TO THE NEXT WITH 1 o.. Ccs ••' ' .. - '- 8 g
ROWS OF 10d NAILS 6" 0.C. STAGGERED, EACH BOTTOM CHORD WITH I ROWS OF l0d NAILS 12" 0.C. STAGGERED AND �''���,rSiONA\- •0\`�� Q E ,e .• (2
ALL WEBS WITH l0d NAILS AT 12" O.C. 'Hull"tI� = - -
R O.m W
1 2.* TOP CHD PURLIN SPCG = 24.0 IN. PURLINS TO 3E DESIGNED BY OTHERS. ,i,:!...!!"-
- �r o .
3.* THERE ARE 2 ROWS OF LATERAL BRACING AT MAX SPACING OF 10FT O.C. REQD ON BOT CHD. E,° a ! s
4. THE BOT CHD DEAD LOAD SHOWN IS SUFFICIENT ONLY TO COVER THE TRUSS WEIGHT ITSELF AND DOES NOT ALLOW FOR ANY E, 5- Q =4
:'-'- -1;,3
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ADDL LOAD TO BE ADDED TO THE BOT CHD. " f-,,e<-•, ,12c-
5.
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5. DEAD LOADS SHOWN INCLUDE WEIGHT OF TRUSS. TOPCHORD DL OF 5 PSF (OR IS NOT ADEQUATE FOR A SHINGLE - Q °e
LESS) o �� u -o.
ROOF. ARCHITECT TO VERIFY ADEQUACY OF TCDL. - - o u d-'
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