1989, 09-27 Permit App: 89003624 Garage SPOKANE COUNTY DEPARTMENT OF BUILDING AND SAFETY
W. 1303 BROADWAY AVENUE
SPOKANE, WASHINGTON 99260
(509)456-3675
I certify that I have examined this permit and state that the information contained in it and submitted by me or my agent to compile said permit is true and correct.In
addition,I have read and understand the INSPECTION REQUIREMENTS/NOTICE provisions included herein and agreeto comply with same.All provisions of laws
and ordinances governing this type of work will be complied with whether specified herein or not.I understand that the issuance of this permit and any subsequent
inspection approvals or Certificates of Occupancy shall not be construed to give authority to violate or cancel the provisions of any state or local law regulating
construction,or as a warranty of conformance with the provisions of any state or local laws regulating construction.
SIGNATURE OF APPLICATION
OWNER OR AGENT HATE
PROjECT NUMBER= 89003624 DATE= 09/27/89 PAGE=
APPLICATION
.. ..3'.'-: ,:.iG:,. ev I::'P. "CATION :.}:::,L:r.:`::.;.: ?
SITE STREET= 10808 E 9TH AVE PARCELt= 2.1543-9247
ADDRESS= SPOKANE WA 99206
PERMIT USE= GARAGE
FLAT4= 999999 PLAT NAME= RANGE
BLOCK=_.. ? i"t-•r-.... Yi"ti.-F?::•.... .?••Srt•: Ti c r.n.»..
r.._r .... }-_ :A..., ?-• I!'.T'}'}^},I.... DEPTH=
130 i t....
0 OF 3.)L..d!»i+.i••_ F ':i' DWELLINGS= a..
OWNER= LE3 CHARLES 7N1 . 509 v n
"
j}
STREET= 10808
?::. 9TH I i?`L•E
ADDRESS= SPOKANE WA 99206
CONTACT Ni::i :}:.. CHARLES....i...-. _.......^P PHONE I'_3}'S... .'S«3!3 =L..ES,.... 509 456 8805
BUILDING . E. } FRONT= .. i.. "i NA a:t•..a:i•.. .:}:. .:::::::r•..s::.:. INFORMATION -
::a: ?za � is }.s.ar ;� , ,a : �a is ; ? REVIEW * t` s ; + sil:.K
} a:}:.:r`•:*t ;: {: ; c :i : : - ;
DATE
DEPARTMENT NAME a, ... ,;'!... `I COMMENTS IN
/t..I . INITIALS
BUILDING •... SAFETY! E }...!"i?'! REVIEW REQUIRED ... .. .... ... ...
,. . . . « T; Y
SETBACK ' « t1 . 0 REQUIRED
9//te)
ATS ' . .._._s 1.1TE... PLA.0 0:7/g9
•
ENVIRONMENTAL HEALTH i }1 INCREASE .:.. «:if ::.#'1:I-'i S.}'}.:. —)47
1114
..}?. ?..}.. BUILDING p f:'R h.E.•Y ..}:.:}('"7:�(.?j.S{.}_.5{. ::}!.5(.5;.tf-];.:}(.a'.a::q.'-(..'.y.] �:.F}.:: i!,iti i},
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•
Ci . " }A ,.,i . OWNER PH " } .NEW= REMODEL= ADDITION= CHANGE
.::.••E:. T'i i:.
'BLDG HGT= 12 STORIES= 1 s .i • }i
..,^t .. is ....
24 X 24 SQ FT= 576
REQSig :..}}..t.. ...:....... .,;.:-:AN.» .....:y.:?P ... ......,.... ...
g / / 2zc /i=1 i
Spokane County
DEPARTMENT OF BUILDING & SAFETY
A Division of Public Works
INFORMATION WORKSHEET
PARCEL NUMBER: 2/ 5(/ 3 -- 9g 7
th
STREET ADDRESS: /0 g v r - / / v - 7/
CITY/STATE/ZIP: ,OO/,4,t1 f !i✓ r4 97-2- v lv
SUBDIVISION:
BLOCK: LOT: ZONE: DISTRICT:
LOT AREA: F/A: WIDTH: DEPTH: R/W:
# OF BUILDINGS: # OF DWELLINGS: WATER DISTRICT:
OWNER: ()A/At/2 c eeL� PHONE: .S39 - - (a.s—
MAILING ADDRESS: LA-I o7 o S(a-. ,L 1 E Z v
CITY/STATE/ZIP: 3/74)4 ,9 c a S
CONTACT: PHONE: - -
SETBACKS: - FRONT: /I v ' LEFT: G ' RIGHT: REAR:
PERMIT USE: x14 /1,c) G e
****************************************************************************
BIIILDING INFORMATION
CONTRACTOR LICENSE NUMBER:
CONTRACTOR: PHONE: - -
MAILING ADDRESS:
ARCHITECT/ENGINEER: PHONE: - -
MAILING ADDRESS:
NEW: REMODEL: ADDITION: CHANGE OF USE:
DWELL UNITS: OCCUPANT LOAD: BIIILDING HGT: STORIES:
BIIILDING DIMENSIONS: X (WIDTH X DEPTH) SQ. FT. :
REQUIRED PARKING: # HANDICAP: SEWER (Y/N) : HYDRANT:
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wZ966-8 WC361224 12-10-1986 /453-594%.
K. int ��o nor • ^ „
A-35 DES. BY: DHJ CHK. BY: RK TPI-85 ANALYSIS �w�Nr
f� o��rol i�`°'+,s
TfIP r4rIpn I IVC LOAD �n On DSt L.1 PLATE crnirr. /
v�nica. 4 1 1RN0
TOP CHORD DEAD LOAD 5.00 PSF T 20GA 143 PSI GROSS �q y, d2� =o O 71EE )Z1
W
BOT CHORD DEAD LOAD 1 .00 PSF K 16GA 151 PSI GROSS 112"14
t +iF o.+?-'
TOTAL UNIFORM LOAD 36.00 PSF 'b ,, {`4�� r V•�(l‘ .+� ,dip°Y- E
TRUSS SPACING: 12.00 FT. CENTERS (C441��0 it. �i e,,,,��A
LOAD DURATION FACTOR 15% PURLIN SPACING: 24.00 IN. CENTERS
TI 2-2X6 SPF MSR 1650F-1 .5E REACTIONS: VERT. HOR. MIN.BRG. SPLICES SHALL BE 1/4 PANEL t/- 1 .-0"
B1 2-2X4 DOUG FIR #1 1 5121 -0 3.50 IN. UNLESS NOTED.
W1 2-2X4 DOUG FIR #3 5 5121 0 3.50 IN. SECOND PLATE DIMENSION TO BE PARALLEL TO
TOP AXIAL BOT AXIAL WEB AXIAL WEB AXIAL CHORDS UNLESS NOTED. ( ' )
MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR PLATE SIZES AND GAGES SHOWN ARE CONTROLLED BY
1- 2 -11558 T1 5- 8 10949 B1 7- 2 -2514 W1 7- 3 2738 W1 TRUSS FABRICATOR PLATE INVENTORY.
2- 3 -9889 TI 6- 7 7549 B1 6- 3 2738 W1 6- 4 -2514 W1 ( C6.13- 4 -9890 Ti 7- 1 10949 BI I REPORT
4- 5 -11559 Ti ) NUMBER 2025. t) �w )
HO CEILING OR INSULATION ti
SPLICE: - 7- 6=K3 x 6 . IS PERMITTED 'ON THE BOTTOM 4 =I }
PLATES CHORD.- ¢ :15q
DESIGN TO BE USED WITH Q M
LIGHT GAGE METAL ROOFING .
12• AND PURLINS. M
4 I S YM, f UN ITS OF THIS TRUSS REQC) '
• FOR USE AT YL FT. O.C. •
5x7 I . SECURELY FASTENED F 01 M "
TOGETHER. 0 /4.
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3.5 IN ,,..s 3.5 IN
BRG BRG )
0 24'-0"
A
EQUAL DAYLIGHT PANELS UNLESS NOTED ,
SCALE: , 8'-5"-4 I 7'-1"-8 8'-5"-4 I 391617
1 FT=.3104' V4.30B ,
THIS COMPONENT DESIGN IS INTENDED FOR USE BY THE BUILDING ARCHITECT AND ENGINEER IN PREPARATION
� OF THEIR FINAL BUILDING DESIGN. DESIGN CRITERIAESTABLISHEDBY THE TRUSS PLATE INSTITUTE-TPI AND
NOS BY THE NATIONAL FOREST PRODUCTS ASSOC. NO RESPONSIBILITY IS ASSUMED FOR THE ERECTION.BRACING
AND ASSEMBLY TO THE COMPLETE STRUCTURE . SFF RWT 7 (TPI1 fill �cuaE .S TO D_t_AD LA?Ln•LLY :,ur I
L morn...Tr OOM AN i I _ v
CHORDS. LUMBERMATE TRUSS PLATES OF HOT-DIPPED GALVANIZED BTEELIASTM A 446) ARE INDICATED BY SIZE
SAINT LOUIS. MISSOURI LAND GAGE. PRESS PLATES SECURELY ON BOTH SIDES OF JOINTS. CENTER PLATES ON JOINTS UNLESS NOTED. I
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