2003, 05-22 Permit App: BD03-487 AdditionCity of Spokane Valley PHONE (509)688-0036
11707 East Sprague Avenue, Suite 106
Spokane Valley, WA 99206
PERMIT # 6E) 03.
BUILDING PERMIT APPLICATION
FAX # (509)688-0037
Box 1 OWNER 13/1.4. S F Kral)
JOB LOCATION (0 Z •5` 8 .i/c 4"
OWNER'S ADDRESS CITY PHONE 924 Ne9,6
DESCRIBE JOB »-L cif" A A) fi X 15>//t/(,2 -1lb C Cat"
W)
A a co) P4r-7b Roo, .
THIS PROPERTY IS OWNED BY: SINGLE/MARRIED
PARTNERSHIP CORP.
BOX 2 CONTRACTOR'S NAME wgIGer- o ryh/Ls 5ui.)jZi vos PHONE' z7--//4-0
CONTRACTORS ADDRESS 32.0 51 S lL /'A,.J CITY SPo .c/!' M /
CONTRACTOR'S REG.# 1,0/G61R& 992..&13 EXPIRATION DATE bl�A/ j0S--
(CARD MUST BE PRESENTED AND COPIE OFA VERIFIED)
BOX 3 CONTACT PERSON OF PROJECT 'dg it)2/6,07-- PHONE 57e 7-//9a
ADDRESS320 u ea-1dAr1 CITY SAM a/A I, ZIP 9fo37
BOX 5 ESTIMATED PROJECT COST $ /1 Do 0 EXISTING BLDG. VALUATION $
. BOX 6 PROPERTY TAX ACCOUNT NUMBER
LEGAL DESCRIPTION
9_9A
51 ij_if)
BOX 7 BUILDING SQUARE FOOTAGE (Existing / proposed) 1ST FLOOR / 2ND FLOOR J
3RD FLOOR / OTHER
BASEMENT UNFINISHED /
CARPORT / TOTAL
/ BASEMENT FINISHED /
DECK 43,2 (7/ / GARAGE /
/ HEIGHT TO PEAK OF BUILDING FT.
BOX 8 (() SINGLE FAMILY
( .) MULTIFAMILY (NO. OF UNITS
( ) COMMERCIAL / INDUSTRIAL
( ) TENANT IMPROVEMENT
( ) NEW CONSTRUCTION
( ) EXISTING STRUCTURE
TOTAL AREA OF PROPERTY SQ. FT.
IMPERVIOUS SURFACE SQ. FT.
I VERIFY UNDER THE PENALTY OF PERJURY
CORRECT TO THE BEST OF MY KNOWLEDGE
ABOVE PREMISES TO PERFORM THE WOR
OWNER /AGENT
THAT THE INFORMATION FURNISHED BY ME IS TRUE AND
AND FURTHER THAT AM AUTHORIZED BY THE OWNER OF THE
OR WHICH THE APPLICATION IS MADE.
DATE e '/Z 0.4.3
I hereby authorize the City of Spokane Valley to charge the fee for this permit to my credit card:
Expiration Date
Signature
Visa
Mastercard
Print the name of the Holder -
-4444 _
D® FOUR SEASONS'
�®;SUNROOIVI;S:
5005 VETERANS MEMORIAL HWY.
HOLBROOK N.Y. 11741 EFFECTIVE DATE 6-021
ENGINEERING & STRUCTURAL LOADING INFORMATION
WEATHER LOCK 111 ROOF PANELS
OSB TOP SURFACE AND .024 ALUMINUM SKIN BOTTOM
TABLE C: LIVE LOAD (PSF) OR WIND UPLIFT LOAD VS SPAN AND OVERHANG
ROOF
SPAN
4" PANEL SNAP LOCK DETAIL
4" PANEL H -BEAM DETAIL .
1 FT. O.H.
2 FT O.H.
3 FT O.H.
1 FT. O.H.
2 FT O.H.
3 FT O.H.
«:!P_572?"4,1'78-F3I7;13f5}.1'vvf82
11C�1':.i':.624
3450 ieti.,..919'1v.1'=i:,ivP102
6 FT
100
75
59
297
232
102
8.: 71Ffi5:'
t:.:99411g
:' g59 .°
$'g56.Yiva
Fe -2141%
.772 "232 '21
="-�zY't1.02a0R.-y
8 FT
79
64
53
158
175
102
T:`:''�79,:FT =`.
n9721VV
13231 £111230111..59
'f j23'fV
S'.31331521g
1 aO2.57cz
10 FT
86
55
47
98
104
102
1,01e ,Jj4L
?9I 6J3t4b5
ci4c1521d
451 is
VB1890;:t
341-1342,241191:-:5921814;
12 FT
52
49 -
42
66
69
75
;a:13:F77};a
N121:44411;
116 1
°141 4D
`.56
Z58t'i'�.d.
ifilc362:-41
14 FT
386
39B
386
476
49
52
to:15 a)
,318 .t
...g..33x,pk
kaTIL. 551 ?
Yr 41L1.
%t42A.'V?11•
4_4A;Irt
16 FT
26"
27°
28"
335
356
37A
q?:17'FT,tt
fe 1_. '>ZZ.lit.tM,-z.34,6
61%2 aft+
IT:467M
I9. Ta
18 FTM..
18"
18°
19"
23"
23"
24`
;42'19,F. 2
kW 5;.L+'1'
Rtiti5WaZtAtlaili
0119rtOS
9
s?0."^ :i
20 FT
12°
12'�
13°
' 161-
16°
17°
.:.21'FTa.10..tig;l
`A -o Q°4 ii
s ,0_a Q
grr°413:24. tia°
Ltdt4:Tg+T:4±'??a44.
22 FT
9E
9`
NA
11"
11"
NA
d2;23 F di
It' iE3i '
0.2411.
'-y_W.3.11A
>'.J'1.2;iw`R,"v
II,5 vio..'s;
;'LL:AN. Zt''
LOADS IN CHART ARE FOR 110 MPH WIND SPEED EXCEPT: (A-100 MPH MAX.) (8-90 MPH MAX) (C 80 MPH MAX)
(D-70 MPH MAX)(E-60 MPH MAX). •
ROOF SHINGLES TO BE APPLIED. NOTE 6
(SHINGLES NOT SUPPLIED(
SP
OSB ROOF PANEL
(S IN 12 MINIMUM PITCH(
A.4
OVERHANG
FRONT WALL
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IOWA IW.'SAS KENTUCKY LOUISIANA MAINE IMNVIINO MASSACHUSETTS MICHIGAN MINNESOTA M1951551PPI
SLIDETOGETHER DETAIL
PANELS 461/0'OC
H -BEAM °E AIL
PANELS 41' 0 C.
ILLINOIS
MONTANA NEBRASKA
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NOTES:
1) ROOF PANEL CONSTRUCTION: .024 AIUMINUMALLOY 3105 H-254 BOTTOM SIDE OF
PANEL CORE 151 0 LB DENSITY EPS (EXPANDED POLYSTYRENE) FOAM. 7/16'059
TOP SIDE.
2) GLUE STRUCTURAL ADHESIVE MORAD M-610
3) DEAD LOAD IS 2.1 LB PER SO. FT, DEFLECTION Q RATED LOAD L / 120 MAXIMUM
4) DEAD LOAD OF ROOFING MATERIALS MUST BE SUBTRACTED FROM LOADS
SHOWN IN CHART ABOVE
5) WIND SPEEDS ARE BASED ON EXPOSURE B VELOCITY PRESSURES.
FOR EXPOSURE C (0). SUBTRACT 10 (20) mph FROM PROVIDED WIND SPEED
6)ALL UNITS SHOWN ON THIS RAGE ARE ACCEPTABLE FOR CONSTRUCTION IN
SEISMIC ZONE 4.
7) A LOCAL PROFESSIONAL ENGINEER SHOULD DETERMINE THE SITE SPECIFIC
LOADING AND PERFORM ANYADDRIONAL NECESSARY CALCULATIONS, WHICH
MAY INCLUDE: MINIMUM DESIGN LOADS REQUIRED BY LOCAL MUNICIiALRIES,
OR ANY DRIFTING OR UNBALANCED SNOW LOADS PRODUCED BY ADJACENT
STRUCTURES.
8) THIS SUMMARY PERTAINS TO THE STRUCTURAL INTEGRITY OF OUR UNIT U
THE CONNECTIONS TO THE EXISTING STRUCTURE AND/ORANY NEW
CONSTRUCTION. THE CONNECTIONS TO THE EXISTING AND/ORANY NEW
CONSTRUCTION MUST BE ANALYZEDACCORDING TO CONDITIONS SPECIFIC TO
EACH JOB. BY A LOCAL PROFESSIONAL ENGINEER
9) ENGINEERS CERTIFICATION:4 LAWRENCE FISCHER CERTIFYTHAT THESE
ENGINEERING SPECIFICATIONS HAVE BEEN PREPARED UNDER MY DIRECT
SUPERVISION AND THAT I AM AREGISTERED PROFESSIONAL ENGINEER IN THE
STATES SHOWN. 59
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