2006, 05-31 Permit App: 06002045 Pole Bldg Project Number: 06002045 Inv: I Application Date: 5/31/2006 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Permit Use: 28 X 32 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: Name: Range District: East
Parcel Number: 46353.1103 Block: Lot:
SiteAddress: 14111 E QUEEN AVE Owner:Name: SPANGLE,HERMAN L&LONA S
Address: 14111 E QUEEN AVE
Location::CSV SPOKANE VALLEY,WA 99216-14
Zoning: UNKN Unknown
Water District: Hold: ❑
Area: 15,602 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information: • � .n =�_ �-.:r- �; mu_ K�:� .. -��.:: � ,�... �,�; u.�� s
Review
Building Plan Review Released By:
Originally Released: 5/30/2006 By: TMELBOU
Driveway/Approach Released By:
Originally Released: 5/31/2006 By: amblake
Landuse/Zoning/HE Conditions Released By:
Originally Released: 5/30/2006 By: cjjanssen
Sewer Review Released By:
PER LANCE APPROVAL
Originally Released: 5/31/2006 By: amblake
Operator: AMB Printed By: AMB Print Date: 5/31/2006
Project Number: 06002045 Inv: 1 Application Date: 5/31/2006 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 Sq Ft Valuation Sq Ft Valuation
POLE BDLG U-1 VB 896 $17,024.00 896 $17,024.00
Totals: 896 $17,024.00 896 $17,024.00
Item Description Units Unit Desc Fee Amount
RESIDENTIAL PERMIT FEE 1 SELECT $293.25
ACCESSORY PLANS REVIEW 1 SELECT $73.31
WSBC SURCHARGE 1 SELECT $4.50
Permit Total Fees: $371.06
Notes: E_ 000..._. , .:,„:
Project Number: 06002045 Inv: 1 Application Date: 05/30/2006 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Permit Use: 28 X 32 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: Name: Range District: East
Parcel Number: 46353.1103 Block: Lot:
SiteAddress: 14111 E QUEEN AVE Owner:Name: SPANGLE,HERMAN L&LONA S
Address: 14111 E QUEEN AVE
Location::CSV SPOKANE VALLEY,WA 9921644
Zoning: UNKN Unknown
Water District: Hold: ❑
Area: 15,602 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information: ,��. : ,.. : :. .r � 4.... . .. .. :
Review
Building Plan Review Released By: o to„„
Driveway/Approach Released By:
44,1')
Landuse/Zoning/HE Conditions Released B ! •
Sewer Review Released By:
Lt-i—; t4-CF-Z —*4 RI LI
Permits: a . ..,. ..E= a. s . . ..,, ,.._ µ.. ."40041Z —...:0 e,a,-,_ a... :00000-, ...
Operator: AMB Printed By: AMB Print Date: 05/30/2006
FEB 12 2004 13:22 FR TO 1200778597 P.01/02
ti
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711
I
40,Valley ' -
1----- MAY 2 5 2006 ' , PERMIT APPLICATION WORK SHEET
I ITV , SPOKANE VALLEY COMMUNITY DEVELOPMENT
BUILDING DIVISION
12) U I]II- 1:0.) LI Rii '\ -';:i 11 707 East Sprague Ave Ste 106
d , .
Spokane Valley, WA 99206
Phone:(509)688-0036 Fax-(509)688-0037
. 1
REQOIRED SITE INFORMATION • j
STREET ADDRESS:
ASSESSOR'S TAX PARCEL NUMBER(S): ' ,.353 •
4*
• . LEGAL DISCRIPTION:
PERMIT DESCRIPTION: 7.1g x‘laxii-/ix/ .. //1//(//n9
. . itialliG.PERIVIIT • Dal.ANCE IN USE .a GRADINGCI MANI:7' ACTURED HOME
..41RELOCATION USIGN ,TENANT et OTHER-
losofr
OWNER /APPLICANT INFORMATION
Amimisimr
0 0 W9Wgic 112 :PPLICANT:C)0y 4//.27r,
PHONE;,:,ov-g9J-,72 7g Le Yi9c: PHONE: ?Oa 3,376/997 FAX:.i_ K- -r 7
ADDRESS 14 1 k: ..'(./e a cW ADDRiss:P6.60 X((NS, Mrt all.,-ZD g3 0 77
CITY, ATE,ZIP - CITY,STATE,ZIP
0 A . 1:1
• • zi/ . Anciarear:
PHONE:gOO-13.3: 9979FAx001-777--?5`17 PHONE:. FAX:
ADDRESS&Xdf,eV57/
40.-i;1 ii c1 TID 0,3 97 ADDRESS:
CITY,.STATE,ZIP CITY,STATE,ZIP
WA ST CONTRACTOR LICENSE*Siltotoo ii4 13D CONTACT:Jo/ 6 I 1174(d
r AMOY
PERMIT/BUILDING INFORMATION
"ummammommoommor ' 1
COST OF PROJECT: (Igo 80%SLOPES ON PROPERTY: MAIN FLOOR SQ FT:441i
•
• BUILDING HEIGHT TO PEAK: iq'q OCCUPANCY GROUP:, 2ND FLOOR SG FT:.
BUILDING
BUILDING DIMENSIONS: <3/& CONSTRUCTION TYPE: UNPIN BASEMENT: "—
' NUMBER OF STORIES: I STRUCTURES ON PROPERTY: LINA e- FINISHED BASEMENT:
NUMBER of BEDROOMS:' ' CRITICAL AREAS: GARAGE: q Cfb
—
FLANKING SETBACK: - CURREN'PROPERTY SIZE: I 5 41
, . 1,0 COVERED DECK:
FRONT SETBACK: i I( i CURRENT PROPERTY USE flasideriaal DECK: —
REAR SETBACK: .c 1 CURRENT SEPTIC USE:
LEFT SETBACK: 77 , CURRENT WELL USE: .
RIGHT SETBACK: 7' IMPERVIOUS SURFACE AREA:
FEB 12 2004 13 18 FR TO 12087778597 P.01/02
giokaOrie‘I%
000 Valle)! PERMIT APPLICATIONORK
1N SHEET
SPOKANE VALLEY COMMUNITY DEVELOPMENT
BU/LD/NG DIVISION
11707East Sprague Ave Ste 106
Spokane Valley, WA 99206
Phone:(6109 '; r o 36 Fax: 509 • • • 47
REQUIRED SITE INFORMATION
`STREET ADOReSS:
ASSESSOR'S TAX PARCEL
'� • LEGAL!ASCRIPTION:
PERMIT DE RIPTJON: .
ING PERMIT • DiCHANCE INUSE • D.GRADING DMANUFACTTIRED ROME
43RELOCATION 0•SIGN D TENANT GOPHER.
' OWNER / APPLICANT INFORMATION
. Appt.—ine
STEEL STRUCTURES AMERICA, INC. Date
1 -800-833-9997 •
Name /ley ,.,c„ ,S/,,„S 4. AIIIMPrdIII
Mailing Address /%/// T ' I ,-,-, 51- 4
City ;,�1C.---t e 1/,Ar State t.,/ c Zip ''. 2_," i(y
Job Address t
City State
County 5e.ky.,,,� Zip Sidewall Gable
Telephone Home Work Building Size +x x
0 10' 0 2 I a
0 61.0 so'
illy +.6 ,
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EPI___:J/ ` PLANNING DEPT. APPROVED
BY: eicL-------
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DATE: `DISDt
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1 /2
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teA,
-9e
IcSr, l'1cndSan Scale: 3/4 = 10'
Customer Signature Sales Signature
Job Name: Truss ID: T07 Qty: 1 Drwg:
m
EGG x-LCC Ee.501 0.123 339.0 IC 2a'i DFL 2400E-2.OE Designed per ANSI/TPI 1-2002 This design based on chord bracing applied LT1
1 0- 2-12 3004 5.50" 3-34• 8C 216 DEL 2400E-aoE This design does not account for tong Tenn per the following schedule: ......a h3
2 27- 9- 1 3364 5-50- 3.84' 'NEB 2[4 DEL STUD lime dependent foadfng(creep).Building maxa.c. from to IJI
36{W3R@C3275 shown .r0. based ONLY Lumber shear allowables are per NDS. Designer must account for this. TC 24.00' 0-0-0 28-0.0
an the truss material at each bearicy THIS DESIGN FS THE COMPOSTTE RESULT OF Refer to Joint OC Detail Sheet for BC 108.00' 0-0-0 28-Q 0 1,3
MULTIPLE LOAD CASES. Ata..'num Rotational TOlerance used UPLIFT REACTION(S): CJ
7C 70503 ate PITO car Loaded for 10 PSE non-concurrent 6CLL. IRCIIBC truss plata values are based on Support CAC Wind Non-Wind C
1-2 -9015 0.21 0.59 0.90 Loaded for 200 lb non-concurrent movingOCLL testing andO r
approval as required by lHC 1700 I -9041b
2-3 -7694 0.15 0.59 0.85 ASCE)-02 SNOW LOAD DESIGN CRITERIA: and ANSI/TFt and are reported in available 2 -904 lb
3-4 -7694 0.15 0.59 0.85 Pg= 40 psi,Ce=1.0,I=1.0,CI=1.10 documents such as 1080 31007. I This truss is designed using the r--,
4-5 -9015 0-21 0.59 0.90 Designed for a post-frame building ASCE7.02 Wind Speciftealisa m
appltcatIon. Bldg Enclosed=Yes,Importance Factor =0.87
CC FORCE axL 32lD CST Truss Location=Hat End Zona p
6-7 3333 0.74 0,06 0.79 Hurricane/Ocean Line=No,Exp Category=C
7-6 5572 0-31 o_06 a-37 Bldg Length=32.00 ft,Bldg Width= 2800 ft
8-9 5572 0.39 0.00 11_39 Mean roof height= 14.59 ft,mph= 90
9-10 9333 0.74 0.06 0.79 TEl Low Hazoad,Dead load= 3.6 pSf
as Main Wind Force
x0.13 POP 03 Cs1 sr533 PORiM C.31 andfgned Components and Cladding Resisting System
N
2-7 -2333 0.00 3-9 2493 6.93 Tributary Area=168 soft
3-7 2492 0.83 4-9 -3333 0.60
1L
.-
MAX DEFLECTION(span)' Sr
L/598 fAEM 0-9 (LIVE)LC 1
L=-0.47' D=-O.07.T--O.55- N
IJ
Ln
Joint Locations- --I
1 0-0-0 6 0.0-0
2 7-7-14 7 9-9-4
3 14-0-0 8 12-00
4 20-4-2 9 19-2-12
5 26-Cl-0 10 28.0.0
14-0-0 t 14-0-0
I
1 2 3 4 5
4.00 -4.00 I
14.9- B-6 1
I - _ T -I
5-2-1 5-2-1
SHIP `�- (y m
xi
I
Io-6-1 18, _ _ .-, .0-6-1 1 �-,4� 1 4 /lyH
6--6 6-6 h O 7
S MX/6-12 r m1 . -4
/ifs T1
r CO
C
28-0-0
t 1 f /�T \ n
6 7 8 9 10 �1QlA�
EXP - : 1/07/06
5/25/2006
All plates are 20 gaugeTruswal Connectors unless preceded by'MX"for HS 20 gauge or"H"for 16 gauge,positioned per Joint Detail Reports available from Trusvra)software,unless noted. Scale:5/32'=1'
WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng.Job:.EJ. WO:SSA
///t
. /� 'I� This design is for an fndnidual bullding aom{prxnt not truss system It has h_rn based on epeirrations provided by the eamponent f�tnd5Nurer Chin-RM
(wt ' l and derma in naccrdance with the current•carders of TEl.and APPA das gl ala-Marru rlo ramoa;iLT;7 is assumed Por dimensional accuracy.Dimensions
r0.to be vtrifled by the ws
mpen .l manu.'sctsuer anaVor buirdmg designer prize.to Ia hdmum calion.The building designs muazr mtheIn that tfcads Dsgnr.RM -0
TIMBERLi�1E uOdlaedonthis designaxv!crenaedttaafine
eEogimposedbyaloesibuildingccd-andtheparticularappre umc
Nes designass .thatthelopclwrd TC Live 40.00 psI DurFacs L=1.15 P=1.15 D
statarnuybrnxdbythe rosheathing L-,� be
dbyarigidrrmn,gn~tere:1eanuedya-•- uw
le-bed, unless C)
naiad. Bracing;tvun`_: pp
far lateral support al ccroyan
ncnls 11-31111&a
le only to reduce bucl tg length. Tine mm pecan*:Nei cot he placed in any TC Dead 5.00 psi Rep l.lbr End 1.00
N✓VN./iTRUSS emirnnmentrhatanlcausethentalsturecontentorthewoadsoneceed1g'J.such'orcauveonnectfrplateearnosion. Fehr-rat,handt,inatal! BC Live 0.00 pst O_C.Spacing 6-0.0
and bre Leis truss in accordance With the fallowing standards:'.hint and Cutting Vedil Reports'avaitatfe as output from 7 ruwat seSMare, at
igNSI/T TI 1',l7TCA r'-Wood Truss Ancil ofMrer0oa SlsndatdOneygn Responsibihlisa,'BUILDING COMPONENT SAFETY iNFOHMA7IOIP- BC Dead 1.00 psi Design Spec IBC-2003 IJ
8525 N.FREYA,SPOKANE\VA.99217(0031 1-001 and'SCSI SUMMAFIY SHEETS'by MCA and Ill.The Truss Prete Insbarle Irv0 in located at 583 O`Oncedo Cniv.Madison. `
t5t;cocsin 53719.-ma Anrarfearr Forest and Pap.Asaoontdon(ACES)Is lots ±1111119(1197eel,ITN.Ste 800,Vlastnngban,DC 20035 TOTAL 46.00 psi Segn T6.5.30- 0 �,
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE
2003 INTERNATIONAL BUILDING CODE.
�/!t2''/f�,7, ___- 2. ALL FRAMING MATERIAL SHALL BE HEM FIR NO. 2 OR
►� r %�!/ BETTER. DOUGLAS FIR NO. 2 MAY BE SUBSTITUTED AS
CONTRACTOR TO VERIFY AN ALTERNATIVE. WOOD IN CONTACT WITH EARTH
ACTUAL NORTH ON JOBSITE
AND/OR CONCRETE SHALL BE PRESSURE TREATED, 0.6
RETENTION.
3. CONCRETE DESIGN BASED ON A COMPRESSIVE STRENGTH
OF 2500 PSI AND NO SPECIAL INSPECTION REQUIRED.
RECOMMENDED CONCRETE STRENGTH IS 4000 PSI FOR
DURABILITY ONLY.
4. ROOF SHEATHING SHALL BE PAINTED 29 GA. RIBBED
STEEL. FASTEN SHEATHING TO PURLINS WITH 1 1/2" #9
— 32' - SCREWS WITH NEOPRENE WASHERS AT 9" C/C.
10' 10' 12' 5. SIDE SHEATHING SHALL BE PAINTED 29 GA. RIBBED
STEEL. TO GIRTS WITH 1
/ 1 4x6 4x6 \ \ \ SCREWSF WITHNNEOPRENIE NG WASHERS AT 9" C/C/2" #9
et/ 6 (. 3065 (Bl A ) \� ) /%/ 2
6. TRUSS MANUFACTURER SHALL VERIFY LOAD BEARING
4X6 / POINTS FOR ALL TRUSSES.
O
V V 7. (4) 16d GALV. NAILS MAY BE SUBSTITUTED FOR (3) 20d.
O N N0 8. DESIGN LOADS:
10' LIVE LOAD: 20 PSF
2 SNOW LOAD: 40 PSF
+ O` WIND SPEED: 90 MPH EXP C
I NOTE: ALL POSTS ARE / SEISMIC ZONE: D1
O SOIL BEARING: 1500 PSF
PT 6x6 #2 HEM FIR,
-4 UNLESS NOTED OTHERWISE SCSJ — \
EMBED ALL 4x I R 1
IN 12"t6, 2'—O" DEEP \ NOTES
28'
\ DBTO CENTER
1 AnL = DOUBLE
IZED
\ J HDLV = HOT VDIIPPED
MIN = MINIMUM
PT = PRESSURE TREATED
4" SCSJ = SAW CUT JOINT
0: CONCRETE SLAB / — SW = SHEAR WALL
0 ON GRADE, SMOOTH SCSJ gyp, 1 TYP = TYPICAL
o TROWEL FINISH
0 F/// EXTENTS OF CONCRETE SLAB
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IEXPIRES 08/18/ )I
FOUNDATION PLAN SCALE: 3/16"=1' /
.•......4 DRAWN BY: FC APPROVED BY:CW8 AI R SS WH R WORK WI 8. BONE: PROJECT SOT NAME Our.No: .••••41.+vim DATE: 5/19/06 PROJ. NO. 2512.0/ 3484 14111 E QUEEN HERMAN SPANGLE FOUNDATION PLAN it'...,
.I VI mi• DWG. NO.: 0 SCALE: NOTED SPOKANE VALI EY. WA 9921. ZS�X.32�X14' POLE BUILDING AND NOTES S •V'V'V 4V,
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1 1
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3 SIDES, STAGGERED
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CRETE
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(1) 5/8" THRU BOLT AND GRADE
I FASTEN TRUSS TO POST WITH
-11
Jn "F1111111..E
i (4) 20d HD GALV NAILS,
PRE-DRILL. NOTCH POST AND 4" (28) 30d HD
1 9'—4"
FIT TRUSS FLUSH WITH POST. GALV (4) SIDES
MIN DEPTH -4111 STAGGERED
13'-10"± 2x6 GIRTS =1 I
14' 4'-0" 411 1" EXPOSED
CLEAR e/--AT 24" C/C 1E11
TYP, U.N.O. 111 CONCRETE
1 (0 (0 JEI I
x x
LO cD 17111 111
IPT 2x10
CONCRETE SLAB
f BASE GIRT II— III=Ili-
/7- 2 ---=-ME-M=TEMF---I
I11:--411;--717E---II I-TIT
28' -.- 2 -00 .....-
SECTION A — MAIN BUILDING SECTION SCALE: 3/1 6"=1' DETAIL 1 — TYP FTG N.T.S.
2x 6
Au..--=-101._
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1407"A
20d AT 12" C/C
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37708
TPA, 4WGIsTE06,
sioNAL
I EXPIRES 08/18/0 I
DETAIL 2 — HEADER N.T.S.
Too 0.• DRAWN BY: FC APPROVED BY:OWN A:IR S WH R WORK WI : DON . ROJECT SRT NAME SW NO .•.•41•
*WA DATE: 5/19/06 PROJ. NO.: 2512.0/ 3484 14111 1UE N HERMAN SPANGLE MAIN BUILDING SECTION •••••
••••••
•••••
•••• ____ ________ :WA*
NA 0..... DWG, NO.: 0 SCALE: NOTED SPOKANE VCR WA 99216 --------- 281x32N14' POLE BUILDING AND DETAILS S3 .••••
SPOKAN COUNTY
.
12'x12' 0/H DOOR
12'x10' 0/H DOOR
SOUTH ELEVATION SCALE: 3/16"=1EAST ELEVATION SCALE: 3/16"=1'
VAS) TX kr.)
40301<�i� Sgt4
+.t �� ` ii�J�i 2,HT 3068
f•;.: -
a._. . _ { G , bj 1-- i
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SSIONAL
EXPIRES 08/18/61
NORTH ELEVATION SCALE: 3/16"=1' WEST ELEVATION SCALE: 3/16"=1'
♦..•4 DRAWN BY: FC APPROVED BY:CWB ADDRESS WHERE WORK WILL BE DONE: PROJECT SOT NVIE T ♦..��
•:+:+44DATE: 5/19/06 PROJ. NO.: 2512.0/ 3484 14111 E QUEEN HERMAN SPANGLE BUILDING ELEVATIONS ♦...♦
DWG. NO.: 0 SCAI F: NOTED SPOKANE VALLEY. WA 99216
ss'x3z•x14' POLE BUILDING •:•:+:S4 . •••
.... SPOKANE COUNTY
PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
ROOF TRUSSES, BEAMS AND
FLOOR SYSTEMS PRIOR TO FRAMING
!Nisi LC I O `1S
CITY COPY
THIS BUILDING SUBJECT
TO FIELD INSPECTION CORRECTIONS
Spiank
REVIEWED FOR CODE COMPLIANCE
SPOKANE 1rALLEY 3 IUD! DIVISION