2006, 06-29 Permit App: 06002364 Pole Bldg Project Number: 06002364 Inv: 1 Application Date: 6/29/2006 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Permit Use: 36 x 30 pole building
Contact: STEEL STRUCTURES OF AMERICA
Address: PO BOX 895
C-S-Z: POST FALLS ID 83877
Setbacks: Front Left: Right: Rear: Phone: (208)777-7290
Group Name:
Site Information: Project Name:
Plat Key: 005218 Name: SP-0774-92 District: F
Parcel Number: 45233.3805 Block: Lot:
SiteAddress: 14516 E 12TH AVE Owner:Name: AMBACHER,CRAIG L&NICOL
Address: 14516 E 12TH AVE
Location::CSV SPOKANE VALLEY,WA 99037-96
Zoning: UR-3.5 Urban Residential 3.5
Water District: Hold: ❑
Area: 23,555 Sq Ft Width: 80 Depth: 272 Right Of Way(ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 1
Review Information: ; . . ...-,... .,.,.x ,... . _ .: .
Review
Building Plan Review Released By:
Originally Released: 6/20/2006 By: TMELBOU
Landuse/Zoning/HE Conditions Released By:
Originally Released: 6/29/2006 By: Cdesimas
Sewer Review Released By:
IN FILE
Originally Released: 6/29/2006 By: amblake
Operator: AMB Printed By: AMB Print Date: 6/29/2006
Project Number: 06002364 Inv: 1 Application Date: 6/16/2006 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Permit Use: 36 x 30 pole building Contact: STEEL STRUCTURES OF AMERICA
Address: PO BOX 895
C-S-Z: POST FALLS ID 83877
Setbacks:Front Left: Right: Rear: Phone: (208)777-7290
Group Name:
Site Information: Project Name:
,avr = mar. ,>; .. :'" " ^-s .. w rr :.:w.. .: .;;:t::. ar• _» .-. .-<._..� ....u.:";.. .; :
Plat Key: 005218 Name: SP-0774-92 af. [, District: F
Parcel Number: 45233.3805 Block: / 7t Lot:
SiteAddress: 14516 E 12TH AVE Owner:Name: AMBACHER,CRAIG L&NICOL
Address: 14516 E 12TH AVE
Location::VER VERADALE,WA 99037-9608
Zoning: UR-3.5 Urban Residential 3.5
Water District: Hold: ❑
Area: 23,555 Sq Ft Width: 80 Depth: 272 Right Of Way(ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 1
Review In ormation: „•,
Review
Building Plan Review Released By: - 2 '' b
Landuse/Zoning/HE Conditions Released By: ' / ' ? +6.9,
O/l @er.e, 1 �� �-r<.9
Sewer Review Released By;
Building Permit
Contractor: STEEL STRUCTURES AMERICA Firm: STEEL STRUCTURES AMERICA I
Address: PO BOX 895 Phone: (800)833-9997
POST FALLS,ID 83854
Operator: AMB Printed By: AMB Print Date: 6/16/2006
Project Number: 06002364 Inv: 1 Application Date: 6/29/2006 Page 2 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Building Permit
Contractor: STEEL STRUCTURES AMERICA Firm: STEEL STRUCTURES AMERICA I
Address: PO BOX 895 Phone: (800)833-9997
POST FALLS,ID 83854
This Application: Total Project:
Description Grp Type Notes Su Ft Valuation Sq Ft Valuation
POLE BDLG U-1 VB 1,080 $20,520.00 1,080 $20,520.00
Totals: 1,080 $20,520.00 1,080 $20,520.00
Item Description Units Unit Desc Fee Amount
RESIDENTIAL PERMIT FEE 1 SELECT $335.25
ACCESSORY PLANS REVIEW 1 SELECT $83.81
WSBC SURCHARGE 1 SELECT $4.50
Permit Total Fees: $423.56
Payment Summary
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $423.56 $423.56 $0.00 $423.56
$423.56 $423.56 $0.00 $423.56
Disclaimer:
Submittal of this application certifies the owner(or person(s)authorized by the owner)has both examined and finds the information
contained within to be true and correct,and agrees that all provisions of laws and/or regulations governing this type of work will be
complied with. Subsequent issuance of a permit shall not be construed to be a permit for,or an approval of,any violation of any of
the provisions of the code or of any other state or local laws or ordinances.
Signature:
Operator: AMB Printed By: AMB Print Date: 6/29/2006
, _ ----
FEB 12 2004 13 22 FR TO 1208777859? P.01/82
t P ilkar 1 A
diorSilk JUN 15 co .,,,
2 PERMIT APPLICATION WORK SHEET
7, SPOKANE VALLEY COMMUNITY DEVELOPMENT
U U L D I. A '- BUILDING 0/VISION
11707 East Sprague Ave Ste 106
Spokane Valley, WA 99206
Phone:M9)688-0036 Far:(sog)ate-oon
REQUIRED SITE INFORMATION •
I
. . 7
STREET ADDRESS: , A.
ASSESSOR'S TAX PARCEL NOMSER(S): - 4. . !I
. ,LEGAL DISCRIPTION: Ally‘P .00 ir it --. - - ' Al -il '... / "I S I// -'
. 1 A 1 _I _7 ,// -- _
PERMIT DESCRIPTION: c_17,go X/4/ (2/e Az4%2.t/7>
.a( ,
BITILDINGTERMIT -OCEIANGE DI USE •0 GRADING13 MANUFs ACTURED HOME
RELOCATION 0-SIGN D TENANT COMER
OWNER /APPLICANT INFORMATION '
°OWNER: 7////CQ//9"-ithaaer. Vk APPUCANT.C.4/72///Za/?-2)
PHONE;9.9c) 2f/?z' FAX: • PHONE: FAX: xr-777415,7
ADDRESS: / -. /- '--- .,,, z, , /
: 7-
30
C$TY,STA - Zia ' i •
OM STATE,ZIP
1 / 7,
7- P,<-
ocolv•rfeAcTRa , ,,/"/6 677e.i 6//,W,/,,er . CI ARCHITECT
PHONE: VOO'' 3999 1- FAX: 777 )C1 PHONE: FAX:
ADDRESS: 2 /24,112211.27 ADDRESS:
C111',ATATE,ZIP CITY,STATE,ZIP
WA ST CONTRACTOR UCENSE a _f1/2-,/f://e/--/V6D CONTACT:
rPERMIT/BUILDING INFORMATION •
COST OF PROJECT: 06 80%SLOPES ON PROPERTY: MAIN FLOOR SQ FT:
/4
• BUILDING HEIGHT TO PEAK: OCCUPANCY GROUP:, - 2ND FLOOR SQ FT:
BUILDING DIMENSIONS: 36)rA 0 CONSTRUCTION TYPE:pOlf P-Ad LI UNPIN BASEMENT:
• NUMBER OF STORIES: STRUCTURES ON PROPERTY: ' FINISHED BASEMENT:
o'-
NUMBER of BEDROOMS: ' CRITICAL AREAS: GARAGE: /0 co
FLANKING SETBACK: 'CURRENX PROPERTY SIZE: COVERED DECK:
FRONT SETBACK: CURRENT PROPERTY USE: : ., DECK:
REAR SETBACK: CURRENT SEPTIC UBE:
LEFT SETBACK: CURRENT WELL USE:
RIGHT SETBACK: IMPERVIOUS SURFACE AREA: '
FEB 12 2004 13 18 FR TO 12087778597 P.01/02
A Slyoka°1*
40100;ValleY
PERMIT APPLICATIONORK SHEET
EET
SPOKANE VALLEY COMMUNITY DEVELOPMENT
BUILDING DIVISION
11707East Sprague Ave Ste 106
Spokane Valley, WA 99206
Phone: v(609 •',•.• '36 Fax 309 • . . 047
REQUIRED SITE INFORMATION •
STREET ADDRESS: /4/376 6 /a 7-17'
--
ASSESSOR'S TAX PARCEL NUMBER(S): .5"-cc.53 •• L 0,5—
'fi • ;LEGAL INSCRIPTION: 'IU / I • - / - 4. f. .I L `/ if /Ai
PERMIT DESCRIPTION:`31oXL%)1' , re A/I/a// 9
glIJILDING•PERIVIIT DERANGE INJUSE •D GRADING \ D•MAI+IIIFACTURED BOME
ELOCATION 0-SIGN D•TENANT C IOTHER.
OWNER /APPLICANT INFORMATION
0E-29-06;09: 56AM;STEEL STRUCTURES AMER CA # 2/ 2
Appt.TiC
STEEL STRUCTURES AMERICA, INC. Date
1 -800-833-9997
Name a tee* I 4 rruca c A Q AIIIIIVI
Mailing Address 4
City State Zip
Job Address
City State -�T
County Zip Sidewall Gable
Telephone Home Work Building Size x x
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Customer Signature Sales Signature c
JUN 29 2006 10 17 PAGE.02
•
�� 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE
/ 2003 INTERNATIONAL BUILDING CODE.
��%�1�'�%/�
2. ALL FRAMING MATERIAL SHALL BE HEM FIR NO. 2 OR
CONTRACTOR TO VERIFY
ACTUAL NORTH ON JOBSITE BETTER. DOUGLAS IR NO. 2 MAY BE SUBSTITUTED AS
AN ALTERNATIVE. WOOD IN CONTACT WITH EARTH
AND/OR CONCRETE SHALL BE PRESSURE TREATED, 0.6
RETENTION.
30' --
3. CONCRETE DESIGN BASED ON A COMPRESSIVE STRENGTH
10' '— 10' 10' . OF 2500 PSI AND NO SPECIAL INSPECTION REQUIRED.
RECOMMENDED CONCRETE STRENGTH IS 4000 PSI FOR
/ -: / / / DURABILITY ONLY.
/� l ZO a ///741t,
4. ROOF SHEATHING SHALL BE PAINTED 29 GA. RIBBED
�// / / / / STEEL. FASTEN SHEATHING TO PURLINS WITH 1 1/2" #9
/ SCREWS WITH NEOPRENE WASHERS AT 9" C/C.
N N
5. SIDE SHEATHING SHALL BE PAINTED 29 GA. RIBBED
0 0 / STEEL. FASTEN SHEATHING TO GIRTS WITH 1 1/2" #9
N N / SCREWS WITH NEOPRENE WASHERS AT 9" C/C
/ 12' 6. TRUSS MANUFACTURER SHALL VERIFY LOAD BEARING
POINTS FOR ALL TRUSSES.
/ ` �' 7. (4) 16d GALV. NAILS MAY BE SUBSTITUTED FOR (3) 20d.
2 8. DESIGN LOADS:
� /
LIVE LOAD: 20 PSF
to NOTE: ALL POSTS ARE SNOW LOAD: 40 PSF
0SCSJ / WIND SPEED: 90 MPH EXP C
,�� PT 6x62 HEM FIR, t ID I SEISMIC ZONE: D1
UNLESS NOTED OTHERWISE / SOIL BEARING: 1500 PSF
4x6 EMBED ALL 4x
IN 12"0, 2'—O" DEEP
36'
/�
12' NOTES
® = AT
C/C = CENTER TO CENTER
DBL = DOUBLE
GALV = GALVANIZED
Ce HD = HOT DIPPED
o MIN = MINIMUM ---
g 4" CONCRETE SLAB SCSJ / ---, PT = PRESSURE TREATED
= ON GRADE, SMOOTH B ` SW SCSJ
= SAW CUT= SHEAR WALL
OINT
TROWEL FINISH / TYP = TYPICAL
0
IN
//// EXTENTS OF CONCRETE SLAB
x
10
LEGEND
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ow ' 37708
DETAIL 1/S3 Aro 44 ism ,
TYP 5SSIONAL C'
IEXPIRES 08/18/07 I
FOUNDATION PLAN SCALE: 3/16"=1'
♦♦♦♦ DRAWN BY: FC APPROVED BY:CWB ADDRESS WHERE WORK WILL BE DONE: PROJECT SAT NAME 5�1 ....Q.j...
�����:.:. DATE: 6/08/06 PROJ. NO.: 2566.0/ 3516 14516 EAST 12TH CRAIG & NICOL AMBACHER FOUNDATION ����������
•
����� : DWG. NO.: 0 SCALE: NOTED •IK'r, W. i'. 36'x30'x14' POLE BUILDING AND NOTES : *
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PRE ENGINEERED TRUSS
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TYP
PRE ENGINEERED TRUSS
I EXPIRES
os/ is/ 07
ROOF FRAMING PLAN AND TYP ENDWALL FRAMING
SCALE: 3/16"=
DRAWN BY: FC
DATE: 6/08/06
DWG. NO.: 0
APPROVED BY: CWB
PROD. NO.: 2566.0/ 3516
SCAIF: NOTED
isADDRESS WHERE WORK WILL BE DONE
14516 EAST 12TH
SPOKANE VAI J FY. WA "037
POKANE CITY VALLEY
PROJECT
CRAIG & NICOL AMBACHER
36'x30'x14' P011 BUILDING
ENT
ROOF FRAMING PLAN
AND ENDWALL FRAMING
SHL NO
S2
_ .
18'
'�i,` (21) 20d HD GALV
'► 11111` (3) SIDES, STAGGERED
12 �`' �` 1" EXPOSED
4 PRE ENGINEERED TRUSS it CONCRETE
�� SLAB
.,0°1 / \ `11111,► GRADE
EMPIIIM
l El I
FASTEN TRUSS TO POST WITH
I H
(1) 5/8" THRU BOLT AND '7111I lI I (24) 3Od HD
(4) 20d HD GALV NAILS, - i—l1 GALV (4) SIDES
20' PRE—DRILL. NOTCH POST AND MIN DEPTH :=.:1II STAGGERED
FIT TRUSS FLUSH WITH POST. - 4 —0 I II 1 • 1 " EXPOSED
Eli CONCRETE
co 13'-2" ± cfl
co CLEARANCE 2x6 GIRTS --HI
14' x AT 24" C/C „I) II I III-
TYP, U.N.O. i_I I I _
I I1—_-_ —III-I II_
a I `III—I 1=1 I'—III-I
' IIS_II(-"I-III;
CONCRETE SLABDBL PT 2x6/— CONCRETE yls BASE GIRT
f/ 2'_0"0 f
36'
l
SECTION A — MAIN BUILDING SECTION SCALE: 3/16"=1' DETAIL 1 — TYP FIG N.T.S.
2x6
14 ,
STAGGERED NAILING '\ � 4,
ACy ! .b
20d AT 12" C/C \ ���
STAGGERED NAILING ‘,. Ali��•�.0 s�1
2Od AT 12" C/C �A
ii ti
`A .,
*o `W7708.. p
``0, t%ISTE
SSIONAL
I EXPIRES 08/18/071
DETAIL 2 — HEADER N.T.S.
♦ ♦ DRAWN BY: FC APPROVED BY:CWB ADDRESS WHERE WORK WILL BE DONE: PROJECT sur NO.:,.... CRAIG & NICOL AMBACHERWRAE MAIN BUILDING SECTION 4•''0'x•'
��������� DATE: 6/08/06 PROJ. NO.: 25660/ 3516 14516 EAST 12TH S 3 :::::•:•t•
♦4r•-•-• DWG. NO.: 0 SCALE: NOTED SPOKANE VALLEY. WA "037 36'x30'x1 4' POLE BUILDING AND DETAILS ••
��♦
.:���.�:. POKANE�ITY VALLEY -
4020 4020
3068
G 16'x12' O/H DOOR
NORTH ELEVATION SCALE: 3/16"=1' WEST ELEVATION SCALE: 3/16"=1'
�.
4020
Ir. ,A.s././;47‘
1,„,kr 4,,,_, ,„, ,
;. , . ,_.-:-: . ,,,. , . . . „,,, •
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to �i
IP y/ c 7708 dy
Pk Ib-TE
�ssIONAL G
I EXPIRES 08/18/0
SOUTH ELEVATION SCALE: 3/16"=1' EAST ELEVATION SCALE: 3/16"=1'
A....... DRAWN BY: FC APPROVED BY:CWB ADDRESS WHERE WORK WILL BE DONE: PROJECT CRAIG & NICOL AMBACHER 5N< WOE BUILDING ELEVATIONS 501,NO.; •.......
+V.V. DATE: 6/08/06 PROD. NO.: 2566.0/ 3516 14516 EAST 12TH .•••••
••••
••••••••• DWG. NO.: 0 SCALE: NOTFD SPOKANE VALI EY.WA"037 • • h::::::::
.... 36 x30 x14 POLE BUILDING S4
.....
.... SPOKANE CITY VALLEY �tlit.����
PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
ROOF TRUSSES, BEAMS AND
FLOOR SYSTEMS PRIOR TO FRAMING
INSPECTIONS
CITY COPY
THIS BUILDING SUBJECT
TO FIELD INSPECTION CORRECTIONS
•
REVIEWED FOR CODE COMPLIANCE
SPOKANE VAL1.EY.`-:1'It D NG DIVISION