1994, 09-06 Permit App: 94008641 Garage PROJECT NUMBER= 94008641 A.PPLICA.T•ION . DATE= 09/06/94 PAGE= 01
--91. 1C- ***** THIS IS NOT A PERMIT ******
PENALTIES WILL BE ASSESSED FOR COMMENCING WORK WITHOUT A PERMIT
SITE STREET= 1426 N SUNDERLAND RD PARCEL#= 45172 . 0109
ADDRESS= SPOKANE WA 99206
PERMIT USE= GARAGE
PLAT#= 001648 PLAT NAME= MISSION ADD
BLOCK= 1 LOT= 9 ZONE= UR 3.5 DIST#= E
AREA= 00000000 F/A= F WIDTH= 40 DEPTH= 1500 R/W= 40
# OF BLDGS= # DWELLINGS= 1 WATER DIST =
OWNER= BRISCHLE, MAT PHONE= 509 922 7070
STREET= 1426 N SUNDERLAND RD
ADDRESS= SPOKANE WA 99206
CONTACT NAME= MATTIAS H. BRASCHLE PHONE NUMBER= 509 467 9233
BUILDING SETBACKS: FRONT= 110 LEFT= 6 RIGHT= 82 REAR= 6
****************************** REVIEW INFORMATION *****************************
DEPARTMENT REVIEW REQUIREMENT
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BUILDING PLAN RE IEW REQUIR L • 1L�i � -my _
411
COMMENTS: a • ( /#:977
BUILDING SETBACK REVIEW REQUIRED41k • Vii
COMMENTS:
******************************* BUILDING PERMIT *******************************
CONTRACTOR= OWNER PHONE=
NEW= X REMODEL= ADDITION= CHANGE OF USE=
DWELL UNITS= 1 OCCUP. LD= BLDG HGT= 10 STORIES= 1
BLDG W X D = 30 X 50 SQ FT= 1500 SPRINKLER= N
REQ PARKING= #HANDICAP= CRITICAL MAT= N
DESCRIPTION GROUP TYPE SQ FT VALUATION
GARAGE M-1 VN 1500 12000. 00
ITEM DESCRIPTION QUANTITY FEE AMOUNT
RESIDENTIAL VALUATION Y 135 .00
STATE SURCHARGE Y 4 .50
RESIDENTIAL SURCHARGE Y 24 .30
PROJECT NUMBER= 94008641 APPLICATION DATE= 09/06/94 PAGE= 02
PERMIT TYPE FEE AMOUNT AMOUNT PAID AMOUNT OWING
BUILDING PERMIT 163. 80 . 00 163. 80
163. 80 . 00 163. 80
PROCESSED BY: DAWN DOMPIER
PRINTED BY: DAWN DOMPIER
******************************** THANK YOU ************************************
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GENERAL STRUCTURAL NOTES
GENERAL: THE CONTRACTOR SHALL NOTIFY THE ARCHIECT OF ANY DISCREPANCY IN
DIMENSIONS AND SITE CONDITIONS PRIOR TO STARTING CONSTRUCTION. THIS
STRUCTURE IS DESIGNED TO BE A STABLE UNIT AS A COMPLETED WHOLE, .IT IS THE
CONTRACTOR'S SOLE RESPONSIBILITY TO DESIGN, ERECT AND INSPECT TEMPORARY
SHORES, BRACES, ETC' FOR THEIR ADEQUACY TO
, SUPPORT THE STRUCTURE AGAINST
ANTICIPATED LDADS, INCLUDING GRAVITY, WIND AND LATERAL EARTH PRESSURES UNTIL
ITS COMPLETION. USE DETAILS MARKED "TYPICAL" WHERE
LICABLE. CONTRACTOR
TO COMPLY FOR WORKMANSHIP AND MATERIALS WITH THE LATEST UNIFORM BUILDING
CODE.
DESIGN LOADS:
SNOW LOADS = 30 PSF
BASIC WINO SPEED PER UBC = 70 PSF
SEISMIC LOADING PER UBC ZONE 2B I = 1.0
FOUNDATION: DESIGN ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF. BEAR ALL
FOOTINGS ON INORGANIC, UNDISTURBED SOTL. BEAR FOOTINGS SUBJECT TO FROST A
MINIMUM OF 3'-0" BELOW LOWEST ADJACENT GRADE. NO FOOTING SHALL BE PLACED
HIGHER THAN 1.5 HORIZONTAL TO 1 VERTICAL FROM AN ADJACENT EXCAVATION.
CAST -IN-PLACE CONCRETE: USE 2B DAY COMPRESSIVE STRENGTH = 2500 PSI, 5-1/2
SACKS MIN/CU-YD AND MAX W/C RATIO = 0.55
USE TYPE III CONCRETE
REINFORCING STEEL:
DEFORMED BARS: GRADE 40 for #3 AND GRADE 60 FOR #4 AND LARGER.
PLACEMENT OF REINFORCING: PROVIDE CLEAR EMBEDMENT AT REINFORCING BARS AS
FOLLOWS:
CONCRETE SURFACES CAST AGAINST SOIL =311
FORMED SURFACES CAST AGAINST SOIL = 211
FORMED SURFACES EXPOSED TO WEATHER = 2-1
FORMED SURFACES NOT EXPOSED TO WEATHER = 1-1/2"
FROM TOP SURFACE OF SLAB ON GRADE = 1=1/2"
STEEL:
ROLLED SHAPES, PLATES AND ANCHOR BOLTS: ASTM A36, FY = 36 RSI
BOLTS: USE ASTM A307.
DROP-IN ANCHOR (HDI): "HILTI KWIK BOLT" OR APPROVED EQUAL.
ADHESIVE ANCHOR: "HILTI KWIK BOLT" OR APPROVED EQUAL.
WELD STUD: ASTM A108 -69T, FY = 50 KSI
WOOD:
FRAMING LUMBER: NO. 2 DOUGLAS FIR -LARCH
SHEATHING EXPOSURE - 1, NER-108, APA RATED SHEATHING.
NAILING: WHERE NOT SHOWN ON DRAWINGS PROVIDE MINIMUM NAILING PER
UBC TABLE 25Q
FRAMING ANCHORS: "SI-TSON" AS SHOWN ON DRAWINGS.
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DENNIS N. YOUNG
Architect
Environomic Design
1928 E. 11th Ave.
Spokane, WA 99202-3511
(509) 535-8177
F'A o 1
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............
DENNIS N. YOUNG
Architect
Environomic Design
1928 E. 11th Ave.
Spokane, WA 99202-3511
(509) 535-8177
F'A o 1