1989, 11-20 Permit App: 89004839 Residence SPOKANE COUNTY DEPARTPk NT 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 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 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 f1ATE
PROJECT NUMBER= 89004R39
DATE= 11 /20/R9 PAG
APPLICATION
........},. ...1 .....i..} }..}?}.},}.. r*•r y••!z•y...;•lt-a•r; APPLICATION *****************************)f:
SITE . :EEI » 13427 I ;.LLt # SI : : Aiid ; ,I ;±:»- 38144. 00)34
ADDRESS= SPOKANE WA 99216
PERMIT US -'.I.all:Nf'1: i,;I.Miz'tt•tAirrt:::
PLATO= 004238 PLAT ;.AhiE:::: SP-:481
:01..00K:::: LOT= ZONE= AGR . DISTO= F
AREA= 00000000 t",'t.:t»:: ;.. :,,....?.? I H o ? DE r• # •_.._ 7 50
•.r t..i I::' Ff Li)t:Y,.»:: :1: D IAJ r:.I...I....I.N t.,.,.: •:
OWNER= , .i BUILDERS PHONE= 509;: '?2,^ T i 9 t`
r.:• WOODRUFF 435
CONTACTADDRESS= SPOKANE WA 99206
NAME:::: JAMESI...UHAN PHONE NUMBER= r:ij > 6
lF i�F "hY,^;s
'% i
BUILDING SETBACKS : FRONT= 25 LEFT= 22 RIGHT= 20 REAR= 25+
'P:-Pi*.4.*.f1.**.1i.j,:.K til•:u;.!i*•?ii*;!:.i•.:y*t;*;i-. $:.j,....hi REVIFIA INFORMATION .....j,.•?f,••P.••?a.••}1r•P.•..jt,..n:.1,*........j}:.....;n:tint i!,,.
DEPARTMENT NAME REVIEW 1fMId . TN/OUT INITIALS
---
BUILDING +", SAFETY PLAN REVIEW REQUIRED 891120 ...!A;•
BUILDING & SAFETY S-:TBACK REVIEW REQUIRED 891120 JAS
BUILDING :..F•tt••I::.rY ENERGY PLAN REVIEW REQUIRED 89112E7 ,..t•;;::
1 . %6r ,c ea, . .�.....J. ................... 12../6131
COUNTY ,_.±at,. :7'.?I:.:I..:R ", :fai ,/, .iOD PLAIN/DRAINAGE s ; 1 . _; JV
474e/(410bik p
rill.
.... ....
m-m.4
ENVIRONMENTAL t " tI•,t I::.W._I.,1.. i••?.?1_!.I.T:L t..�i.J,.�'t.... WASTE WATER '4 t•�t
_..... .... ............v' L.:. .... ...4 .............
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 DATE
APPLICATION
.::,: f: -:*:--::.j-:::,j,:,j, ,}j.*,;j.*:,j- :!*:,j-*:(-*Si.:f:i-*y j-:j* •i:?i'•r j •;- - i,-1' i i::•°.� **************#*************
i.1-.k..P.R}.ri.-.-.. -1.....1.)•....-1... ,..�!.� !.1...,_J ±,..,i..t 1 1...±:.t't.t. i
...... .............
,.:- i :t::.E 1 .... 615 ,,> WOODRUFF
ADDRESS= EPi:1KANE WA 99206
NEW= X REMODEL=DE::I..•= (a )i-I ± .t.i:1i- = CHANGE OF USE—
DWELL
UNITS= 1i ; '` . Ls: BLDG L ,l : 75 : 1iRt - ' -
i
L. G w ., D -.--
REQ PARKIN(: :HA?i1 TCAP::= SEWER.- N
DESCRIPTION GROUP T.:(PE EQ FT VALUATION
f;;;
.00
GARAGE M-1 400 2800 0
RESIDENCE E::NCE R....: ;i', 9 .40 4%472,00
ITEM M DI::.,•t,:R..i:i i -(t-,?N QUANTITY FEE AMOUNT
----------
RESIDENTIAL iir: i._1..tA i.?-,f, 4`i .,5 0
COUNTY SURCHARGE •'< 70, 64
..! 1 P P 1 1 1 a P P 11 P P P* L:1...L.m B.t.N t..r p t:'.;'.;1"1-. ***:)***K* *******************
t!'.f:li.:j i:"i i•;:::: 1... t;• ,,} il..s 11...1.11::RN PHONE= >.:t'% 926 3964
STREET= 615 E WOODRUFF
ADDRESE= SPOKANE WA 99206
ITEM DESCRIPTION PT:i.i:iN QUANTI1 FEE AMOUNT
TOT.i-.-ETE 2 12:.00
SINKS 2 12.00
:1-1CtWE:R"' 2 12.00
BATH TUBE 6 :.1"0
KITCHEN SINKS 6.00
DISH WASHERS 6.00
...,, .:,- t ?::.,., k Sal
ER 6.00
ELECTRIC WATER HEATERS 6.00
I::I,..f1f.IP DRAINS 1 6 :,r'}0
PERMIT TYPE FEE AMOUNT AMOUNT PAID AMOUNT OWING
516.64:.5,• 4 :,00 516.64
PLUMBIC. :, PERMIT 72,00 00 72 .:00
.., ... .. .-64 .00 5 8 0,,64
PRO :1'. )`.`:L:-1. r Y : :-IUi..,.I.E ,::t"±A ± ± O
PRINTED BY : JULIE EHATTO
'}G**'*•Pi +iai•R'tt'**•Y:*•il•N.'R-**K-N* i-*KiN***:?r.K-iii THANK f i-1i„i ***•u*u**'Ni:u•*':A*** h:-**:1i•.K.*.§.a:•*****•a:*'P:*
`t •
Spokane; County
DEPARTMENT OF BUILDING & SAFETY
West 1303 Broadway avenue Spokane, WA 99260 (509) 456-3675
INFORMATION WORKSHEET
PARCEL NUMBER: PCL. L (7, S L> l- T
STREET ADDRESS: 3�
CITY/STATE/ZIP: _6 L(Zp " 0
SUBDIVISION:
BLOCK: LOT: ZONE: DISTRICT:
LOT AREA: /"SC/ F/A: WIDTH: / Co DEPTH: /5T R/W:
# OF BUILDINGS: # OF DWELLINGS: WATER DISTRICT:7;t7 �> 01--/-1 , *3
� -/ Jam',
OWNER: „ - l'('" / '4669/z S' ,, PHONE: -9Z - 9eL/
MAILING ADDRESS: S, �p/ A-4:)=A�,�u�,�//07 3r 57A?174�� D�
CITY/STATE/ZIP: 5.-)POP-7�0-2 �j/� /1/74- 'f4' C
CONTACT: 1, L Of/7.M PHONE: - 92C- 5?,6z,-
SETBACKS: - FRONT: 2 $ LEFT:.22-- RIGHT: 2 REAR:
PERMIT USE: ��-2 ,gt z DU 7-7)9Z_
****************************************************************************
BUILDING INFORMATION
CONTRACTOR LICENSE NUMBER: Li B XI // 7 P
CONTRACTOR: LfI c/ / •/z C._ PHONE:
MAILING ADDRESS: /J 4`— 4c f
ARCHITECT/ENGINEER: PHONE: - -
MAILING ADDRESS:
NEW: V REMODEL: ADDITION: CHANGE OF USE:
DWELL UNITS: 7 OCCUPANT LOAD: BUILDING HGT: /A / STORIES: /
BUILDING DIMENSIONS: % / 6 (WIDTH X DEPTH) SQ. FT. : l 89
REQUIRED PARKING: # HANDICAP: SEWER (Y/N) : HYDRANT:
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Z�EC- �-G 5 1 44 I L HEALTH SF'i=i E EL L NO:509-456-471E' '�L14� P�11
DEC -'9 12• 'r I cL'y 519-4°56-4716 09.. 2„„ „
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TOP CHORD BOTTOM CHORD TOP CHORD IS DIVIDED INTO 4 EQUAL JOINT COMBO/G16 CHORD MAX SPAN
PANELS AND BOTTOM CHORD INTO 4 EQUAL PLATE SIZE PLATE BITE FT-IN
LUMBER 2X4 2X6 2X4 2X6 PANELS MEASURED FROM INSIDE OF SCARF. A 3X 7 19- 2
FT-IN FT-IN FT-IN FT-IN 3X 8 21-10
DFL SS 24- 0 -4. 34- 9 X 34- 3 K 34- 9 CHORD SPLICES BETWEEN JOINTS 3X 9 24- 6 '
DFL NO. 1 22- 0< 32- 9 ' 30- 5'- 34- 9_ TO BE AT 1/4 PANEL LENGTH. 3X10 27- 2 -
OFL NO. 2 19- 7 • 90- 0'' 25- 4 31- 8 3X12 32- 6
•1x4 CONT. BRACE 110" TO 34'9" 4X12 34- 9
MSR 1450F (DFL) 20- 3" 31- 8 24- 2 34- 9 n
NSA 1650F (DFL) 22- 09�4- 3- 29- 7 34- 9 B SX 4 1 5 34- 3
NSA 1800F (DFL) 23- 0 33- 2 4% 5 1.5 34- 9
MSR 2100F (DFL), 24- 8 34- 9'ri
MSA 2400F (DFL). 26- 2 �� q4- 9_ !---�-- 1 - —'- — --- B H/SPL. 4X 5 2.5 24- 7
4 / 5X 6 3.0 34- 9
NEB MEMBERS 2X4 DFL STUD/STAND & NOTED op PROFF B-C SPL. 3X 4 31- 9
.Me...y, �Q S$ 3X 5 94- 9
LAR iyA` '\,�,..t- £F9 oyr
. Cr..•��wASNi •
f !,§1.1:45X 6 2.0 Si- 7
FORCES (MAX) -0':"5 - �:.� r , . sX 7 2.5 34- 9
A B -6545 A E 6295 B E 85 ��,��'•�fctstc?%c c t, t."-
�v+
B C -4595 E F 6295 8 F -1909 S'r�ONAL • F. IX 4 34- 9
C F 2308 .. N
od
Ts 31111181113138.FTALUSTALUSMot MITER LIR E-F SPL. 9X10.0 G16 32- 2
DFL STUD 3149" TO 34'9" C 4X12.5 G16 34- 9
>risii 12 F BX 7 3.9 24- 3
- Z14.00 7X 8 4.C 28- 2
REACTIONS (MAXI 7X 9 4.0 99- B
B000o�� * 0 6x12.5 G16 3.5 34- 9
jal.. A -1434
t 12
ma
4.00r7 .•111111111.111:-...
2.00 .
12
A e. 014.111 SPOKANE BUILDERS SUPPL'I
--0:02.co E. 10410 MONTGOMERY
• ,2X4 BRG. - — --- -- -•••�� SPOKANE.WA 99206
-
(509)924-24;0 ,+
1 34' 9" MAXIMUM SPAN ^��.... # • ------...
--~--_
MIraNIMMIOw as a..�a+io.MMO��nfv
•
Tn.s f es•gn rs in acccrdan;e w D The Ge;,gn Specd.abo,•::Jr U;^.t Meta;Plea,C,,�..,trt CC)DE ITC
1. Word Trusses and the hsf:d code Raves are lb Le pressed thin Lan s ens o'L':;i. .r.1-7.; SPAN 34' 9 " TC LL 30. 0 rsF r r!^ t PROFESSIONAL
1'
Loa:c symmea¢aby on pint except r,ncre areas•ons are sno.,n Sce IC80 repmr nc 1675 or `�. I I V I l C''1 WOOD TRUSS DATE 4'7-21-81
appropriate apron!for plate design m,oraur.on Trim truss mull he braced durrrt+•conn see PITCH 4. 0:2. 0 TC DL 7. 0 PSF =-' ,'`'4 l:! I'I 1. •i
P:. permenannr traceO belo•e any toads are.:Weed Bnwman accepts respons.brhty o.d,to,st,.rc r 1 t .-' �!.' L ',.../tJLIL_)_r ENGINEERING JOB
h.raf dargn of ncss n is the oudang der.;.mr s r.pcn,.tmr,to spec.',null,..• i,:Xml to SPACING 24. 0 " 8C DL 5. Q PSr _ �•/ '
wnnstand:oad�ng of enwe strncrwe• _ STR INCR. TOTAL :�» �' 78 gY CJB
P 11 Bowman Co.Inc .P 0.5716 Sulk.Ws 9810.'• I S 42. 0 rsF 4i 4 42__ 4_0:2. C ?t: .
•
1
TRUSS SPAN 36'- 8.00" General Notes,unless otnerwr noted.
•/\CcmpuTrus
LOAD DURATION INCREASE .. 1.13 t.D..gotosupponWadseashwaAiWeMbrceresisoRelemnes
Inc. SPACED 24.0" O.C. such as temporary and permanent tracing to be Maimed end
provided try others.
' ....,�.......�....�.....,,......... LOADING 2.Design assumes the top and Dattom chords to be MeratMbaced at 3'
•0'c.c.and at 12'-0•c.c.respectivey.
LL * DL ON TOP CHORD - 37.0 PSF 3.For recommended bracing details,see-Bracing Wood Irws.BVVT
DL ON BOTTOM CHORD = 10.0 PSF* -76-by the Truss Plate Institute.
TOTAL LOAD = 47.0 PSF I. 4. 1x3 continuous lateral web txaar'g where shovel•.
*5 PSF REDUCTION TAKEN ON S.Impact bridging or lateral tracing reconrner'ded where
shown•v.
6
BOTTOM CHORD, AX IAL STRESS ONLY. .Installation d buss is the responsibility d the respective rserana.
SINGLE MEMBER FORCES 7.Design assumes trusses are to be used it•ran-corrosive environ-
T 1= -3555 B 1= 3373 W 1= -753 mere and tee Ior'dry condition-of use.
T 2= -3050 B 2= 2211 W 2= 938 B.Design assumes ldl bearing at a6 supports shown Shimtd wedge e
PEAR B HT 3= -3050 B 3= 3372 W 3= 958 necessary.
(2x6) C-4x6.0 to 36'-8" 4.0" 2.0" o.Design mded.
n assues adewwte drainage is provi
T 4= -3555 W 4= -753 t0.Plates shall De located on Doth laces el truss and petard so their
(2x6) C-4x4.3 to 30'-0" 4.0" 2.0" Ceder lines coincide with joint eeriest eros.
(2x4) C-4x4.3 to 35'-7" 4.0" 2.0"
LEFT = 1540 RIGHT = 1540 12.FFo ba�designuvalues01theCernptansPlate.irdcatedbbR'eprefis
C.see LC.8.0.R.R. 4211
13.The Cornputrts Net Section Meta is indicated Whit preis'CN".the
' 1 designator(IS)indicates 16 ga.materiald N al's useObeisant 20 ga.
ALTERNATE SPLICE (T-2) •
(2x6) C-4x4.3 to 36'-8" Off Panel Splice Note:
-1� (2x4) C-2.5x4.3 to 35.-7" OO panel point spaces are located at 1/5 the
SPLICE p panel length-/•6"at either era of the panel indicated.
(2x6) C-5x5.1 to 36'-8" 175"
(2x4)•C-4x4.3 to 35'-7" 1.5" � ^
`.
• ,a.'
- NO SPLICE -
�1 C-1.5x2.6 to 36'-8" :4.......`,,�aro
C-1x2.6 to 30'-O" .,',c""*ow ,-4,o
!T ��i ";116016 c pureoit
2 4 EQUAL PANELS TOP CHORD �,� c : SSOr t /=r
3 EQUAL PANELS BOTTOM CHORD �,1f �4�. <4:1enLt.
D T/ Of ON
• 112X4 .��,e
W / -•
or 2x6 DOUG. FIR ti°�� s" Y
C-2x5.7 7o 36'48" r
ED B2 LJ Bt 2x4 C-2.5x7.7 to 34'-6"..
f C-3x6.0 to 31'-0" s`'y.",,,tiJ �oo���'*-
CENTERLINE SPLICE ALTERNATE SPLICE (B-2) NO SPLICE
C-3x6.0 to 36'-8" C-2.5x6.0 to 36'-8" C-2.5x4.3 to 36'-8" `c�caatae'� otvo►asso,
C-2.5x4.3 to 33'-5" C-2.5x2.6 to 19'-4" Q / HEN-FIR /� ° •
SPAN TO 36'-8" C-3x9.4 to 36'-8" 1.e.
SPLICE ,- 3677 0�': scorn, a
C-5x7.7 to 36'-8" C-3x7.7 to 33 8" „ oar 7i, , f
C-2.5x7.7 to 28'-0" 'Z'o los' .d i 4.
C-5x6.0 to 33'-8" �re.co! +...w►
SYMMETRICAL ABOUT CENTERLINE
FOR THE SPANS NOTED BELOW.LUMBER SHALL BE OF THE MINIMUM GRADE AND SPECIE INDICATED
FILE NO.: TRU43-36-4-47* CHORD
SIZE 2400 F 2250 F 2100 F 1950 F 1800 F 1650 F 1450F SS DF #1 DF #2 DF ;
SS HF #1 HF
DATE: 4/1/85 2x6 36'-8" 36'-8" 36'-8"
REF.: 15-1 DES.BY: SC TOP CHORD .
2x4 35'-7" 34'-8" 33'-7" 32'-5" 30'-10" 29'-5" 27'-2" 32'-0" 29'-11" 26'-4" 29'-0" 26'-4"
BOTTOM CHORD 2x4 36'-8" 35'-2" 32'-10" 28'-11" 36'-8" 34'-0" 29'-7" 32'-4" 29'-0"
1 SEO. STANDARD WEB MEMBERS-2 x 4 STANDARD OR STUD GRADE HEM-FIR,2 x 3 82 HEM-FIR OR AS NOTED ON DESIGN -- --
•
Zra.-:x::' •=.:v :-Jr �'�:,,r.... -... :1.471=.-',-,-.•,;,,,":: a.se.asw. nom•......,--..-.._ ._ . _._.,._.. -