2004, 10-30 Permit App BLD-04-08077 GarageSiorkane
Walley
11707 E. Sprague Ave., Suite 106
Spokane Valley, WA 99206
Job Address: 10411 E 4TH AVE
SPOKANE VALLEY WA 99206
Description: 25 X 30 DETACHED GARAGE
Subdivision:
Owner:
Applicant:
Address:
Contractor:
Address:
EDGEMARK BUILDERS
CHARLES KUNKEL
10411E 4TH AVE
SPOKANE, WA 99212
ACCESSORY BUILDING
Lot: Blk:
THIS IS NOT A PERMIT
Penalties will be assessed for
commencing work without a permit
Application #: BLD-04-08077
Applied:
Issued:
Expires:
Parcel No: 45201.0720
45201.0725
Phone: (509) 922-2084
Phone:
Lic No:
Zoning:
10/30/2004
04/28/2005
General Information:
VALUATION
BUILDING HEIGHT TO PEAK
DIMENSIONS
# OF STORIES
FRONT SETBACK
REAR SETBACK
LEFT SETBACK
RIGHT SETBACK
OCCUPANCY GROUP
CONSTRUCTION TYPE
STRUCTURES ON PROPERTY
CURRENT PROPERTY SIZE
SERVED BY SEPTIC SYSTEM
WELLS LOCATED ON PROPERTY
14250
16
25 X 30
1
158
6
6
66
u-1
5-n
2
97 X 194
yes
no
Fees:
BASIC PERMIT FEE
WSBCC SURCHARGE
Total Calculated:
Deposits/Receipts:
Total Due:
251.25
4.50
255.75
0.00
255.75
CITY OF SPOKANE VALLEY
APPROVED FOR SUBMITTAL
Initials / Date
THIS IS NOT A RECEIPT
11/01/2004 08:02 5093241567
OCT 30 2024 10:57 FR
SRHD EHS
TO 3241567
PAGE 01
P. 02/03
S e
1`4.06.
11707 E. Sprague Awr., Suite 106
Spokane Valley, WA 99208
Job Address: 10411 E 4TH AVE
SPOKANE VALLEY WA 99206
Description: 25 X 30 DETACHED GARAGE
Subdivision:
Owner: EDGEMARK BUILDERS
Applicant: CHARLES KUNKEL
Address: 10411 E 4TH AVE
SPOKANE, WA 99212
Contractor:
Address:
ACCESSORY BUILDING
Lot:
THIS IS NOT A PERMIT
Penalties will be assessed for
commencing work without a permit
Application #: BLD-04.08077
Applied:
Issued:
Expires:
Blk: j Parcel No: 45201.0720
45201.0725
Phone:
Phone:
L1c No:
(509) 9221084
Zoning:
1omoI2004
04128/2005
General Information,
VALUATION
BUILDING HEIGHT TO PEAK
CWENSIONS
# OF STORIES
FRONT SETBACK
REAR SETBACK
LEFT SETBACK
RIGHT SETBACK
OCCUPANCY GROUP
CONSTRUCTION TV'IPE
STRUCTURES ON PROPERTY
CURRENT PROPERTY SIZE
SERVED BY SEPTIC SYSTEM
WELLS LOCATED ON PROPERTY
14250
16
25X30
1
158
6
6
66
u-1
8-n
2
97 X 194
yes
110
Fees;
BASIC PERMIT FEE
WSBCC SURCHARGE
Total Calculated:
Depo®Its/Receipts:
Total Due:
251.25
4.50
255.75
0.00
255 76
CITY OF SPOKANE VALLEY
APPROVED FOR SUBMITTAL
Initials / Daft pp�
4vw `I (a) °� _ _O WUnk..Q.
Building
Planning
L-40.)j Alfeallada
THIS IS NOT A RECEIPT
NOU 01 2004 08:05
5093241567 PRGE.01
*lane
PERMIT APPLICATION WORK SHEET
SPOKANEVALLEY COMMUNITY DEVELOPMEN T
BUILDING DIVISION
11707East Sprague Ave Ste 106
Spokane Valley, WA 99206, ..
Phone: (509)688-0036 Fax: (509)688-0037
REQUIRED SITE INFORMATION -
STREET ADDRESS: / q ih A -Q
ASSESSOR'S TAX PARCEL NUMBER(S):
LEGAL DISCRIPTION:
El
CONTRACTOR:
PHONE: FAX:
4-7
PERMIT DESCRIPTION: <= -, . Y� . r f
. jrialroaLiN*G.PERNEIT . ... OCRANGE•II!T.ITSE • .CI GRADING .D. ACT'LTRED.HOME
UREEOCATIGN D-sIGN El -TENANT Q OT R..
f !
OWNER / APPLICANT INFORMATION
® OWNER:61-1. \IN\c .�` R*0 .\,,,0�S ® APPLICANT: -r-0
PHONE: FAX: PHONE:��� —oi0
ADDRESS: . `�� O �1-Q�� l ADDRESS: iQ4
CITY,STATE, ZIP
ADDRESS:
C!TY,.STATE, ZIP
FAX:
4*
CITY, STATE, ZIP
ARCHITECT:
PHONE:
FAX:
ADDRESS:
CITY, STATE, ZIP
WA ST CONTRACTOR LICENSE # CONTACT:
PERMIT/BUILDING INFORMATION
COST OF PROJECT:
BUILDING HEIGHT TO PEAK:
30% SLOPES ON PROPERTY:
OCCUPANCY GROUP:•
BUILDING DIMENSIONS:S <3Q CONSTRUCTION TYPE:S1-eQ
"NUMBER OF STORIES:
NUMBER of BEDROOMS:
FLANKING SETBACK:
FRONT SETBACK:
REAR SETBACK:
LEFT SETBACK:
MAIN FLOOR SQ FT:
2N0 FLOOR SQFT:.
UNFIN BASEMENT:
STRUCTURES ON PROPERTY: FINISHED BASEMENT:
CRITICAL AREAS: GARAGE:
'CURRENT. PROPERTY SIZE:
COVERED DECK:
CURRENT PROPERTY USE: %C?-5• DECK:
CURRENT SEPTIC USE:
CURRENT WELL USE:
RIGHT SETBACK: IMPERVIOUS SURFACE AREA:
MANUFACTURED HOME SIGN
WIDTH: LENGTH:
YEAR: PIT SET:
MANUFACTURER:
SQ FT OF SIGN: HEIGHT .OF` SIGN:
# OF SIGNS: AREA OF EXIST SIGN:
TYPE OF SIGN:
RELOCATION
FIRE SAFETY
PREVIOUS ADDRESS:
PROPOSED USE:
FIRE SPRINKLER: FIRE ALARM:
PAINT BOOTH: TENT:
FIREWORKS DISPLAY:
BLASTING: DATE/TIME:
WA STATE NON-RESIDENTIAL ENERGY CODE
PLANS EXAMINER: PHONE: FAX:
ADDRESS:.
" . .. CITY, STATE, ZIP
INSPECTOR: PHONE: FAX:
ADDRESS:
CITY, STATE, ZIP
SPECIAL INSPECTIONS
0 BOLTING
FIRM NAME:
INSPECTOR(S):
®CONCRETE
® REINFORCEMENT
PHONE: FAX:
CI WELDING
BUILDING STAFF USE ONLY
IS PUBLIC SEWER AVAILABLE: . ® YES ®NO
1S PUBLIC WATER AVAILABLE: CI YES 0 NO IF YES, WHICH WATER DIST/IRR:
1S PROPERTY LOCATED WITHIN DESIGNATED STORMWATER CONTROL AREA: 0 YES 0 NO
IS THE PROPERTY LOCATED WITHIN ASA: 0 YES ® NO PSSA: ❑ YES ❑ NO
IF YES: ® COUNTY
0 CITY
DATE:
i
STAFF:
METHOD OF PAYMENT:
CASH CHECK
VISA
BANKCARD#; EXPIRES:
VIN #
AUTHORIZED SIGNATURE. -
*FAXED PERMIT APPLICATIONS WILL ONLY BE ACCEPTED WITH MAJOR BANKCARD
APIfLEWAY AVE
inn
, 11070
1.1401
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tin 70
142
70
141
70
33
232
1.1314
Ao10 _ 11190
117 97
1.1312
IAA
1.1310
T
an
1.1325
4fifi 89
0
1.0114
.0714
1.0723
a p 1.0725
.0715P
1.0724
97 77
174 2n _ 50 50 9711
1tn AS_
1.1309
91 91
1.220
Q7
110 AA 07
1.1215
7 6
1.1218
1.126
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77 00 741 14
10054 _ 11947
71n
1.1906
7717
d
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1.0905
97 AA
56 50
1.0833
1.0943
4'1 A A
1.1228
1
1.1117
1.11 3
g
g
1.1109
10
1.0111
A
QA 7A
758 55
1.0832
1.1055999
190 50
1.1051
17500
75A 5d
Q700 ,/
1.1028
229
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1.1002
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GENERAL NOTES
30'-5"
1 1
SIDE ELEVATION
31'-6"
10
ARCH ANCHORAGE
A307 OR A36 ANCHOR BOLT WITH MINIMUM 6"
EMBEDDED DEPTH AND 2" THREAD EXPOSED
EXPANSION BOLTS CAN BE SUBSTITUTED FOR J-BOLTS
1/2" DIA. BOLT REQUIRED BUILDINGS LESS THAN 30'-0" WIDE
5/8" DIA. BOLT REQUIRED 30.-0" WIDE AND GREATER
FIRST ANCHOR BOLT LOCATION FROM END OF FOUNDATION:
• 26.5" WITHOUT MANUFACTURER'S ENDWALL
• 33" WITH MANFUCTURER'S ENDWALL
ARCHES AND MANUFACTURER'S ENDWALLS MUST BE.
GROUTED INTO FOUNDATION ON BOTH SIDES OF PANELS.
B
FOUNDATION PLAN
ENDWALL ANCHORAGE
FIRST ANCHOR BOLT LOCATION:
• SOLID ENDWALL = 9" FROM BUILDING CENTERUNE+18" C.T.C.
• OPEN ENDWALL = 11" FROM OPENING+18" C.T.C.
25'-1.25"
12'
FRONT ELEVATION
L•i
01
In
9"
REAR ELEVATION
rt.\
10" �' 12" 2-144
5" 9.5"
W.W.R.
4" (min
T
SEC A -A
—WWR
4" (min)
9"
•
2", j 10"
w
in
6-3
3
N
•
0
•
•
16" I 2-#4
SEC B-B
OCT 1 9 2004
1. ALL MATERIAL AND WORKMANSHIP SHALL CONFORI
THE REQUIREMENTS OF THE LATEST REVISION OF
INTERNATIONAL BUILDING CODE 2003.
DESIGN ACCORDING TO AISI CFSC-LRFD AND WITH
ANSVASCE 7-98.
2. NO LOADS OTHER THAN THOSE GIVEN UNDER "DEE
DATA" BELOW SHALL BE IMPOSED ON THE "STRUC
3. SPECIFIC NOTES AND DETAILS SHOWN ON THE DR.
SHALL TARE PRECEDENCE OVER THE BUILDING MA
SUPPLIED.
4. THE STRUCTURAL DESIGN OF THIS BUILDING IS EV
ASSEMBLY IN EXACT ACCORDANCE WITH ERECTION
& INSTRUCTIONS. FAILURE TO FOLLOW THESE PIA
SHALL BE THE SOLE RESPONSIBILITY OF THE EREI
5. A PROFESSIONAL ENGINEER SHOULD BE RETAINEC
WHERE SITE INSPECTIONS ARE WARRANTED.
FOUNDATION NOTES
NOTE: THE FOUNDATION ON THE DRAWING IS A SUGGI
SOLUDON ONLY. CHANGES MAY BE NECESSARY DUE
TO LOCAL BUILDING REGULATIONS AND SITE CONDITIC
1. THE FOUNDATION SHALL BE FOUNDED ON NATUR)
UNDISTURBED SOIL CAPABLE OF SAFELY SUSTAIN)
1000 PSF. THIS SHALL BE DESIGNED TO FULLY R
ALL ROTATION AT THE BASE OF THE ARCH.
2. SLAB ON GRADE SHALL BE PLACED ON WELL COt.
SOIL CAPABLE OF SUSTAINING 1000 PSF WITHOUT
APPRECIABLE SETTLEMENT.
DESIGN DATA (MATERIALS)
1. CONCRETE F'c - 2500 PSI 0 28 DAYS, ACI
2. REINFORCING STEEL GRADE 40, Fy = 40 KSI, AS
3. W.W.R. Fy - 65 K51, ASTM A185.
W.W.R. 6 x 6 - W1.4 x W1.4
ARCH DATA 24"
r
ENDWALL DATA
I- -I
7-1/2"
18"
f 1 3
/ T
r 7„ 4
BOLTS: 5/16" x 18 x 3/4" GRADE 8 SAE OR ASTM
STEEL PEEK GAUGE THICKNESS - 0.03 In.
STEEL ROOF OFRJGE THICKNESS a 0.03 In.
STEEL ERVE GAUGE THICKNESS = 0.04 In.
STEEL WALL GAUGE THICKNESS = 0.03 In. -
STEEL ENDWALL GAUGE THICKNESS = 0.03 In.
GRLVALUME SHEET STEEL
STRUCTURAL O'URLITY ASTM SPECIFICRT:OM R73
56% ALUMINUM -ZINC ALLOY (HOT DIP COATING)
RSTM R792 GRADE 50A
50 KSI MINIMUM YIELD
65 KSI MINIMUM TENSLE
ARCH DESIGN DATA IN ACCORDANCE WITH RNSI/R!
ROOF LIVE LOAD (PSF) = 30
Pg: GROUND SNOW LORD IPSF) = 35
Ce: EXPOSURE FACTOR = 1.0
Ct: THERMAL FACTOR = 1.0
I : IMPORTANCE FACTOR (SNOW) = 0.8
CATEGORY 1/AGRICULTURAL BUILDING
QS: BASIC WIND PRESSURE IPSFI = 16
V : BASIC WIND SPEED (MPH) = 90
Kh: VELOCITY PRESSURE EXPOSURE = 0.84
I = IMPORTANCE FACTOR (WIND) = 0.87
WIND EXPOSURE FACTOR = C
SEISMIC ZONE 4
LEGAL NOTE
ThIe drawing le the property of Future Steel Buildings
Corporation. Any duplication of thin drawing in whole
part le atrlctly forbidden. Anyone doing ea will be pro!
under the full extent of the low.
PEVSON91
SteelMoster Buildings
73 Word fW., Brampton, Ontcro, Conoco, L65 OK
N,TS.
EI
Oct 19, 2804
ORTEI
PROJECT)
MODEL:
P. OW
PPPROVED BY1
J.B.
CHECKED DYI
CHUCK KUKEL OR GARY VIG
SPOKANE, WR
1125'-1S'-9.376"
81-286-26: