1992, 04-21 Permit: 92002695 Addition SPOKA;►F; COUNTY DEPARTMENT OF BUILDINGS
' W. 1303 BROADWAY AVENUE
SPOKANE,WASHINGTON 99260
(509)456-3675
I certify that I have examined this permit/application,state that the information contained in it and submitted by me or my agent to compile said permit/application is true
and correct, and authorize Spokane County to proceed with processing. In addition, I have read and understand the INSPECTION REQUIREMENTS/NOTICE
provisions included herein and agree to 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/applica••-and any subsequent inspection approvals or Certificates of Occupancy shall not be construed to
give authority to violate or cancel th ov' ions of any stat rlip,• •ulati••construction,or as a warranty of conformance with the provisions of any state or local
laws regulating construction.
SIGNATURE OF if*' APPLICATION 4. 2
•
OWNER OR AGENT DATE
PROJECT NUMBER= 92002695 ISSUED PERMIT DATE= 04/21 /92 PAGE= 01
**************************** PERMIT INFORMATION ****************************
SITE STREET= 15021 E 22ND AVE PARCEL4= 2.6541 -•2106
ADDRESS= VERADALE WA 99037
PERMIT USE= RESIDENCE ADDITION •-• KITCHEN & LAUNDRY ROOM
PLAT;= 003136 PLAT NAME= VERA CREST
BLOCK= 3000 LOT= 6000 ZONE= UR-3.5 DIST4= F
AREA= 00017342 F/A= F WIDTH= 141 DEPTH= 122 R/W= 50
4 OF BLOCS= i 4 DWELLINGS= i WATER DIST = VERA
OWNER= SHRYACK , lAN & SUSAN PHONE= 509 928 3387
STREET= 15021 E 2`ND AVE
ADDRESS= VERADALE WA 99037
CONTACT NAME= JAN OR SUSAN SHRYACK PHONE NUMBER= 509 928 3387
BUILDING SETBACKS : FRONT= NA LEFT= 36 RIGHT= 35 REAR= 46
***************•**************** BUIL..DING PERMIT ****************************
CONTRACTOR= OWNER PHONE=
NEW= REMODEL= X ADDITION= X CHANGE OF USE=
DWELL UNITS= i OCCUP. LD= BLDG HGT= 8 STORIES=
BLDG W X I) = 30 X 16 SQ FT= 496 SPRINKLER= N
REQ PARKING= 4HANDICAP= CRITICAL MAT= N
DESCRIPTION GROUP TYPE SQ FT VALUATION
RES ADD R--3 VN 496 20336.00
ITEM DESCRIPTION QUANTITY FEE AMOUNT
RESIDENTIAL VALUATION ~�- Y«._« --_� 2i600
STATE SURCHARGE Y 4.50
COUNTY SURCHARGE Y 39.88
***************************** PLUMBING PERMIT ******************************
CONTRACTOR= OWNER PHONE=
ITEM DESCRIPTION QUANTITY FEE AMOUNT
KITCHEN SINKS 2 i2.00
DISH WASHERS i 6.00
GARBAGE DISPOSAL.. i 600
CLOTHES WASHER 1 6.00
UTILITY SINKS i 6.00
BAR SINKS i 6.00
******************************* PAYMENT SUMMARY ****************************
PAYMENT DATE RECEIPTO PAYMENT AMOUNT
04/21 /92 2909 301 .38
TOTAL DUE= .00 TOTAL PAID= «_.._ 101 .30
PERMIT TYPE FEE AMOUNT AMOUNT PAID AMOUNT OWING
T
BUILDING PERMIT .259.39 --- --259.39 .00
PLUMBING PERMIT 42.00 42.00 .00
301 .38 301 .38 .00
PROCESSED BY : JULIE SHATTO
PRINTED BY : JULIE SHATTO
******************************** THANK YOU *********************************
MAXIMUM FLOOR SPANS
LIVE /DEAD : `� �:A. ..; ", 32 44 r-a x;3,y5fr t iA , xti�
I-JOIST LOAD/ LOAD 9-1/2" 11-7/8" I 14" 1-6"
SPACING PSF L/360 -"-'L/480 L/360 7-17180 L/360 L/480 L/360 L/480 I
30110I 19'-0" 19'-0" 23'-9" 23'-9" 1 28'-0" 27'-9" 32'-0" 30`-S"
30/1' 19'-0" 19'-0" 23'-9" 23'-9" I 25'-O" 27'-9" 32° " 30'-8"-!
' 30/20 19'-0" _19'-0" 23'-9" 23'-9" 1 '28'-0" ( 27'-9" 32'-0" 30`-8"
12" . 30/27 19'-0" 19'-0" i 23'-9" 23 . 28'-0" 27'-9" 31'-3" ' 30'-g"
~
o.c. 40/10 19'-0" 18'-6" 23'-9" 22'-0" 27'-9" '-O" 30`-8" ' 2T-7"
40/15 19'-0" 18'-6" j 23'-9" 22'-0" 27'-9" 25'-0" 30'-8" ` 21 ;"
i0/20 19'-0" 18'-6" 23'-9" I} 22'-0" 27'`-0 25'-0" t 30'-8" $ 27'-i"
40/27 19'-0" 18'-6" 23'-6" f 22'-0" 26` ," 25'-0" j 29'-6" 1 27'-6"
___. 30/10 19'-0" 18'-6" 23'-9" 22'-0" '27'-9" i 25'-O" 30'-8" 27'-7"
( 30/15 19'-0" 18'-6" 23'-9" 22'-0" 27'-9" 25'-0" 30'-8" 27'-7"
I30/20 19'-0" 18'-6" 23`-7" 22°-0" 1 26'-9" 25'-0" 29'-6" 27'-7" I
30/27 18'-9" 18'-6" 4 22'-t '?-0" 25'-6" 25'-0" 28'-1" 27'-7"
o.c. i 40/10 18'-6" 16'-7" { 22'-0" 19'-1-6;71-2-5'-0" 22 -6" 27' -7" 24'- 1 p
40115 I8'-6" 16'-7" 22'-O" 19'-JO" C 25'-0"
22°-6" 27 7 24'-11"
40/20 � 18'-6" 16'-7" 22'-0" 19'-10" '25'-O" i 22'-6" 27'-5" � � 11"
w 40/27 17'-10" 16 7" i 21'-2" 19'-10" 23'-10" ; 22'-6" 25'-10" 24'-11"
30/10 19'-O" 17'-4" 1_22'-11" i 20'-7" 26'-0" 3 23'-5" 28'-9" 25'-10"
30/15 19'-0" 17'--4" i 22'-11" i20'-7" i 26'-0" ! 23'-5" 28'-9" 25'-10"
mom- 30/20 I8'-6" 17'-4" t 22'-0" 20'-7" 25'-O" i 23'-5" 27'-5" 25 i-..,"
30/27 17'-7" 17'-4" 21'-0" 20'-7" i 23'-7" 23'-5" 25'-7" j 25'-7"
," a 17'-4" 15'-6" 20'-7" 18'-6" 23'-5" 21'-0" 25'-lu" ; 23'-2"
40 / 17'-4" 156" i 20'-7" 18'-6" 23'-5" 21'-0" 25'-iO" 23'-2"
As I 17'-4" 15'-6" 20'-7" 18'-6" '-O" 21'-0" 24'-11° 23 -2"
40/27 16'-7" 15'-6" 19'-8" 18'-6" i 21'-9" 21'-0" 23'-7" 23"-2
30/10 ! 17'-9" 15'-11"-1 21'-1" 19'-O" 23'-11" 21'-6" 26'46" 23'-lO"
30/15 17'-9" 15'-11" 21'-1" 19'-O" 23'-9" 21'-6" 25'-9" 23'=10"
30/20 17'-0" 15'-ll" 20'-4" 19'-O" 22'-7" I 21'-6" 24'-6" 23'-lO"
g 30/27 16'-2" 15'--ll" 19'-0" 19'-O" 21'-1" i21'-1" 2.2'-11" 22'-11"
.. 40/10 15'-11" 14'-3" 19'-0" 17'-0" 21'-6" 19'-4" 23"--10""
21'-4"
40/15 15'-ll" 14'-3" 19'-O" 17'-O" 21'-6" ! 19'-4" 23'-4" 2I
1" 1' 40/20 15'-lO" 14'-3" 18'-7" 17'-0" 20'-7" 19'-4" 22'-4" `a 21'-4"
40/27 15'-2" 14'-3" 17'-7" 17'-0" 19'-6" 19'-4" 21'-1" 21'-1"
NOTES:
1. L/360 live load deflection may be used per UBC. For stiffer floors, limit live load deflection to L/480.
2. Total load deflection limited to L/240.
3. Spans shown are for simple spans with uniformly distributed loads only. For multiple span, .md other loading conditions,
contact your local Inner-Seal I-Joist distributor.
4. Web stiffeners may be required. End bearing reactions must be checked against maximum reaction loads on page 3.
Contact your local Inner-Seal I-Joist distributor if more information is needed.
5. Spans are based on clear distance between bearings.
.,„ 6. Table reflects composite action with single layer of OSB(or equal)sheathing nailed and glued to top flange of I-Joist.
Li When sheathing is nailed only, spans must be reduced by 6". �C 9s'!
7. Table assumes that repetitive member criteria is applicable. 9''
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