2007, 02-22 Permit App: 07000451 Pole BldgProject Ndmber: 07000451 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 2/22/2007 Page 1 of 2
Project Information:
Permit Use: 30X30X12 POLE BLDG Contact: STEEL STRUCTURES OF AMERICA
Address: PO BOX 895
C - S - Z: POST FALLS ID 83877
Setbacks: Front Lefl: Right: Rear: Phone: (208) 777-8597
Group Name:
Site Information: Project Name:
Plat Key: 000213 Name: BLAKE & HANSON SUB District: Sout
Parcel Number: 45224.0105 Block:
Lot:
SiteAddress: 13718 E 8TH AVE Owner: Name: SETZER, BRETT A & KAREN A
Address: 13718 E 8TH AVE
Location:: SPO SPOKANE, WA 99216-0610
Zoning: UR -7 Urban Residential -7
Water District: 010 VERA Hold: D
Area: 11,600 Sq Ft Width: 0 Depth: 0 Right Of Way (8): 60
Nbr of Bldgs: 1 Nbr of Dwellings: 1
Review Information:
Review
Building Plan Review
Reledsect
Landuse/Zoning/HE Conditions
Permits:
Released By: -- s :.......
Originally Released: 2/14/2007 By: MBASINGE
Operator: JD Printed By: SD Print Date: 2/22/2007
Project Nhtnber: 07000451 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 2/22/2007 Page 2 of 2
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 Tvpe Notes Sq Ft Valuation Sq Ft Valuation
POLEBDLG U-1 VB 900 $17,100.00 900 $17,100.00
Item Description
RESIDENTIAL PERMIT FEE
ACCESSORY PLANS REVIEW
WSBC SURCHARGE
Totals: 900 $17,100.00 900 $17,100.00
Units Unit Desc Fee Amount
1 SELECT $293.25
1 SELECT $73.31
I SELECT $4.50
Permit Total Fees: $371.06
Notes:
ADDRESS WAS ORIGINALLY ASIGNED AT E. 11526 OLD PALOUSE HIGHWAY
Payment Summary:
Permit Tvpe Fee Amount Invoice Amount Amount Paid Amount Owinp
Building Permit $371.06 $371.06 $0.00 $371.06
$371.06 $371.06 $0.00 $371.06
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 JD Printed By: JD Print Date: 2/22/2007
Project Number: 07000451 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 2/14/2007 Page 1 of 2
Project lnformation:
Permit Use: 30X30X12 POLE BLDG Contact: STEEL STRUCTURES OF AMERICA
Address: PO BOX 895
C - S - Z: POST FALLS ID 83877
Setbacks: Front Left: Right: Rear: Phone: (208) 777-8597
Group Name:
Site Information: Project Name:
Plat Key: 000213 Nape: BLAKE & HANSON SUB District: Sout
Parcel Number: 45224.0105 Block:
SiteAddress: 13718 E 8T11 AVE
Location:: SPO
Zoning: UR -7 Urban Residential -7
Water District: 010 VERA
Area: 11,600 Sq Ft Width: 0
Nbr of Bldgs: 1 Nbr of Dwellings: 1
Review Information:
Lot:
Owner: Name: SETZER, BRETT A & KAREN A
Address: 13718 E 8TH AVE
SPOKANE, WA 99216-0610
Hold: ❑
Depth: 0 Right Of Way (ft): 60
Review
Building Plan Review
Landuse/Zoning/HE Conditions
Permits:
eleased By:
Operator: JD Printed By: JD Print Date: 2/14/2007
Project Number: 07000451 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 2/14/2007 Page 2 of 2
Building Permit
Contractor: STEEL STRUCTURES AMERICA Firm: STEEL STRUCTURES AMERICA 1
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
POLEBDLG U -I VB 900 $17,100.00 900 $17,100.00
Item Description
RESIDENTIAL PERMIT FEE
ACCESSORY PLANS REVIEW
WSBC SURCHARGE
Totals: 900 $17,100.00 900 $17,100.00
Units Unit Desc
1 SELECT
1 SELECT
1 SELECT
Fee Amount
$293.25
$73.31
$4.50
Permit Total Fees: $371.06
Notes:
ADDRESS WAS ORIGINALLY ASIGNED AT E. 11526 OLD PALOUSE HIGHWAY
Payment Summary:
Yeti' Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $371.06 $371.06 $0.00 $371.06
$371.06 $371.06
$0.00 $371.06
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: JD Printed By: SD Print Date: 2/14/2007
Chuck & Ne11y Lindquist 509-467-1286
STEEL STRUCTURES AMERICA, INC.
1-800-833-9997
Name 8R -e f- S-ei i c -?K
Mailing Address 130 4 40-4-$1"
1 '
City Speka,ra- State w.43... Zip
Job Address 137/B £a'f*- E'E'C
City Seafcawz. (fa.ll.Y State ave,
County S foko„-e—
Zip
Telephone Home Work
p. 1
Appt. Time
Date
Sidewall
Building Size x
Gable-►
x
mann Qqi.
5t -
SRS
e.
PLANNING DEPT, APPROVED
BY .0.)%
DATE: a , k I O'}
Customer Signature Sales Signature
Scale: 3/4 = up'
oo
Job Name:
Truss ID: ST3030
BRG X -LOC REACT SIZE REO'D
1 0- 3- 0 3450 6.00" 4.51"
2 29- 9- 0 3450 6.00" 4.51"
BRG REQUIREMENTS shown are based ONLY
on the truss material at each bearing
MAX DEFLECTION (span) :
L/743 MEM 8-9 (LIVE) LC 1
L. -0.48" D. -0.07" T. -0.54"
CRITICAL MEMBER FORCES:
TC GIMP.. / TENS. (OUR . (5I
1-2 -6069 1.15 / 1763(1.60)) 0.85
2-3 -6601 1.15 / 1543(1.60) 0.80
3-4 -6601 1.R15 / 1543(1.60 0.80
4-5 -8069(1.15 / 1763(1.60) 0.85
BC COMP. WR .)/ TENS. (DOR. CSI
6-7 -1570(1.60)/ 7455(1.15 0.97
7-6 -956(((1.60 / 5002(1.60)/ 5002((1.15))) 0.50
8-9 -956157
0.50
9-10 - 0.97
[R CORP. DUR. / TEM. (OUR. C51
2-7 -2257 1.15 / 501(1.603 0.75
3-7 -380 1.60 / 1955(1.15) 0.65
3-9 -380 1.60 / 1955((1.15)) 0.65
4-9 -2257 1.15 / 501 1.60 0.75
TC 206 DFL 24007-2.00
WEB 204 OFL STUD 8007-1.6E
Lumber shear allowables are per MOS.
THIS DESIGN IS THE (OPPOSITE RESULT OF
MULTIPLE LOAD CASES.
IF RANGERS ARE INDICATED 011 THIS DRAWING,
THEY ARE BASED ON 1.5" HANGER NAILS FOR
1 -PLY Atl0 3" HANGER NAILS FOR MULTI -PLY
GIRDERS. IF 2.S" GUN MAILS ARE USED THE
HANGERS MUST BE RE-EVALUATED (BY OTHERS).
ASCE7-02 SNOW LOAD DESIGN CRITERIA:
Dei( e4 fort, (e . 1.0, I . 1 0, Cc = 1.10
app ;caforn, post -frame building
8-12
z
0-6-1
81
W600
R:3450
U:-800
TIMBERLINE
TRUSS
8525 North Freya Street
Spokane, WA 99217
TRUSPLUS 6.0 VER: T6.5.30
15-0-0
1
2
4.00
R6-8
I
3
Designed per ANSI/TPI 1-2002
This design does not account for to term
time dependent loading (creep). Bui
lding
Designer must account for this.
Refer to Joint OC Detail Sheet for
Maximum Rotational Tolerance used
IRC/IBC truss plate values are based on
testing and approval as required by IBC 1703
and AN51/TP1 and are reported in available
documents such as ICE0 01607.
NOT loaded for 200 lb non -concurrent
moving 8(11 du to sufficient total
access from below.
15-0-0
4
-4.001
4-4
5
{
5-5
S=6-8
30-0-0
5-5
6
7 6 9
10
ruSwdl stems Plates are 20 a. unless shomtt by "18"(1 B Sga�). H"L6 a ) 0r "MX r WMX 20 a ), positioned per Joint Details Report.
rcled plates and false Immo plates are positioned -as Shot l above. 5hi 3 gable stud pastes to avoid overlap wth swclural plates {0r sIa de).
WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor.
This design is for an Individual balding component not WAS system. 11 has been based on specifications poinded by the component manufacturer
and done in accordance with the current versions 0(1P1 and AFPA deeipr standards. No responsibility is assumed for dmenlonal actuary. Dimensions
are to be verified by the component manufacturer and/or buIdng designer peer to labicalon. The baiding designer must aaten6ln that the loads
u6E7td on thls design meet or exceed Bra loading Imposed by the local budding code and the particular am:Pol0n The design assumes that the lop chord
is laterally braced by the roof or Boor sheathing and Ore bosom chord Is laterally braced by a rigid sheathing malenai drolly attached. unless otherwise
noted Effacing shown is for Iate.N support of components members only to reduce buckling length. This component shall not be placed In any
environment that wit .use the moisture content .4 the wood to exeeed 10% and/or cause connector piste corrosion Fabricate hand.. instal
and bate this Imes in accordance vAlh the following standards: 'Joint and Cutting Dail Report.' avalalse as output from Truswvl software,
'ANSUTPI 1', WTCA 1' - Wood Truss Council of America Standard Design Reaponsibilibes, 8101DIN0 COMPONENT SAFETY INFORMATION -
(SCSI 1.03) and 'SCSI SUMMARY SHEETS' by WTCA end TPI. The Truss Plate Institute (TPn is located at 583 D'Onaf60 Drive. Madison.
Wisconsin 53719 The American Forest and Paper Association (AFPA) Is located at 111119th Street. NW Ste 800. Watlington, DC 20038
z
0-6-1
B2
W:600
R:3450
U:-800
Qty: 1
This design based on chord bracing applied
per the following schedule: to
TC 24.00" 0- 0- 0 30- 0- 0
BC 1011.00" 0- 0- 0 30- 0- 0
UPLIFT REACTION(S)
Support CACI Wind Non -Wind
1 2
This truss is designed using the
ASCE7-02 Wind Specification
Bldg Enclosed = Yes, Importance Factor . 0.87
Truss Location . Not End Ione
Hurricane/Ocean Line . Na Exp Category = C
Bldg Length = 36.00 ft Bldg Width = 30.00 ft
Sean roof height . 14.)5 ft, mph = 90
TPI Low Hazard Dead Load . 3.6 psf
Designed as /lain Wind Force Resisting Systn
and Components and Cladding
Tributary Area . 150 sqft
6/6/2006
Cust:
WO: Drive_C_st3_00005
Dsgnr: RM
_300001
#LC - 24 Wi: 193#
TC Live
TC Snow
TC Dead
BC Live
BC Dead
Bldg Code:
40.00 psf
30.80 psf
5.00 psf
0.00 psf
1.00 psf
IBC -2003
LiveDur L=1.15 p=1.15
SnowDur L=1.15 P=1.15
Rep Mbr Bnd / Comp / Tens
1.00 / 1.00 / 1.00
0.C.Spacing 5- 0- 0
DEFL RATIO: L/240 TC: L/18
. 02/h/200T 17:41 FAX 5096281525 BERKEY ENGINEERING
BERKEYI
Engineering & Construction
Department of Building and Planning
Public Works Building
1026 W. Broadway Avenue
Spokane, WA, 99260
Phone: (509) 477-3675
Fax: (509) 477-4703
167 Englewood Dr
P.O. Sox 553
Richland, WA 99352
Telephone: (509)628-2918
Fax: (509)628-1525
E-meR: clin@bcrkcy.biz
°Ai "0' S po Ant
A4it$: 'Cor" MC( ki n
'February 21, 2007
RE: Snow Load for Brett Selzer Pole Building at 13718 E gth, Spokane
Dear Inspector(s):
Please note that the design snow load for the above mentioned pole building is 40 psJ;
not the 25 psf as called out in Note 8 on Sheet SI of the drawings.
If you have any questions please call.
Best Regards,
Cliff Berkey, P.E.
Principal
Berkey Engineering
Job #3830.1
( EXPIRES oa/ae/ 0'11
001
FEB 21 2007 17:40 5096201525 PRGE.01
ag
� ssz
o�
FOUNDATION PLAN
30'
10' 10'
V U
V) to
i
NOTE: ALL POSTS ARE
o PT 6x6' #2 HEM FIR,
UNLESS NOTED OTHERWISE
o EMBED ALL 4x
x IN 12"0, 2'-0" DEEP
c
10'
/
6x8 4" CONCRET SLAB
ON GRADE, SMOOTH -
TROWEL
/
TROWEL FINISH /
j
DETAIL 1/S3
TYP
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE
2003 INTERNATIONAL BUILDING CODE.
ALL FRAMING MATERIAL SHALL BE HEM FIR NO. 2 OR
BETTER. DOUGLAS FIR NO. 2 MAY BE SUBSTITUTED AS
AN ALTERNATIVE. WOOD IN CONTACT WITH EARTH
AND/OR CONCRETE SHALL BE PRESSURE TREATED, 0.6
RETENTION.
CONCRETE DESIGN BASED ON A COMPRESSIVE STRENGTH
OF 2500 PSI AND NO SPECIAL INSPECTION REQUIRED.
RECOMMENDED CONCRETE STRENGTH IS 4000 PSI FOR
DURABILITY ONLY.
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.
SIDE SHEATHING SHALL BE PAINTED 29 GA. RIBBED
STEEL. FASTEN SHEATHING TO GIRTS WITH 1 1/2" #9
SCREWS WITH NEOPRENE WASHERS AT 9" C/C
TRUSS MANUFACTURER SHALL VERIFY LOAD BEARING
POINTS FOR ALL TRUSSES.
(4) 16d GALV. NAILS MAY BE SUBSTITUTED FOR (3) 20d.
DESIGN LOADS:
LIVE LOAD: 20 PSF „$
SNOW LOAD: W PSF
WIND SPEED: 85 MPH /EXP C
SEISMIC ZONE: D1
SOIL BEARING: 1500 PSF
30
10' NOTES
C/C = CENTER TO CENTER
DBL = DOUBLE
GALV = GALVANIZED
HD = HOT DIPPED
MIN = MINIMUM
PT = PRESSURE TREATED
SCSJ = SAW CUT JOINT
SW = SHEAR WALL
TYP = TYPICAL
EXTENTS OF CONCRETE SLAB
10' LEGEND
SCALE:
BRETT SETZER
30'x30'x12' POLE BUILDING
6"=Ip
FOUNDATION PLAN �,. »,
AND NOTES S
1.
2.
3.
4.
5.
7.
8.
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE
2003 INTERNATIONAL BUILDING CODE.
ALL FRAMING MATERIAL SHALL BE HEM FIR NO. 2 OR
BETTER. DOUGLAS FIR NO. 2 MAY BE SUBSTITUTED AS
AN ALTERNATIVE. WOOD IN CONTACT WITH EARTH
AND/OR CONCRETE SHALL BE PRESSURE TREATED, 0.6
RETENTION.
CONCRETE DESIGN BASED ON A COMPRESSIVE STRENGTH
OF 2500 PSI AND NO SPECIAL INSPECTION REQUIRED.
RECOMMENDED CONCRETE STRENGTH IS 4000 PSI FOR
DURABILITY ONLY.
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.
SIDE SHEATHING SHALL BE PAINTED 29 GA. RIBBED
STEEL. FASTEN SHEATHING TO GIRTS WITH 1 1/2" #9
SCREWS WITH NEOPRENE WASHERS AT 9" C/C
TRUSS MANUFACTURER SHALL VERIFY LOAD BEARING
POINTS FOR ALL TRUSSES.
(4) 16d GALV. NAILS MAY BE SUBSTITUTED FOR (3) 20d.
DESIGN LOADS:
LIVE LOAD: 20 PSF „$
SNOW LOAD: W PSF
WIND SPEED: 85 MPH /EXP C
SEISMIC ZONE: D1
SOIL BEARING: 1500 PSF
30
10' NOTES
C/C = CENTER TO CENTER
DBL = DOUBLE
GALV = GALVANIZED
HD = HOT DIPPED
MIN = MINIMUM
PT = PRESSURE TREATED
SCSJ = SAW CUT JOINT
SW = SHEAR WALL
TYP = TYPICAL
EXTENTS OF CONCRETE SLAB
10' LEGEND
SCALE:
BRETT SETZER
30'x30'x12' POLE BUILDING
6"=Ip
FOUNDATION PLAN �,. »,
AND NOTES S
NAIL 2x6 BRACE TO POS
- - —AT BOTTOM CHORD OF
OUTSIDE TRUSS AND TO
TOP CHORD OF INSIDE
TRUSS WITH LU26
HANGERS, TYP
- - =DBL- -
? _ 2x6_
IIW
w M w
W p
Z QIIW---�
C9
W
w Ila N
W IIv
T
-- SII ----
II
_SET PURLINS
IN LU26
11 _HANGERS,
II TYP
N
v IIw F
----
0A IW ww
F -I ICS w
N'-- -i IW -- __ Z
W--- Z
a Ila w
Lda
f
SEC A/S3
0* c z TYP
D� z D D� D
= p r `= r
N
�� A �cn C
N
(/) W N �
O (n p O
a n a 0
� o
S =
p
0_0
O
cn
I ROOF FRAMING PLAN AND TYP ENDWALL FRAMING SCALE: 3/16"=1' l
•" �•- ....... 1 C �Agptiill'A[II:a4f:C�'Y.Ir.:amFMC, SIT WE
DATE, 2/05/W PROJ. NO.- 3M.0 BRETr SE17ER ROOF FRAMING PLAIN
REV. NO., 0 SCALE NOTED
L 0*04 :
T
-- SII ----
II
_SET PURLINS
IN LU26
11 _HANGERS,
II TYP
N
v IIw F
----
0A IW ww
F -I ICS w
N'-- -i IW -- __ Z
W--- Z
a Ila w
Lda
f
SEC A/S3
0* c z TYP
D� z D D� D
= p r `= r
N
�� A �cn C
N
(/) W N �
O (n p O
a n a 0
� o
S =
p
0_0
O
cn
I ROOF FRAMING PLAN AND TYP ENDWALL FRAMING SCALE: 3/16"=1' l
•" �•- ....... 1 C �Agptiill'A[II:a4f:C�'Y.Ir.:amFMC, SIT WE
DATE, 2/05/W PROJ. NO.- 3M.0 BRETr SE17ER ROOF FRAMING PLAIN
REV. NO., 0 SCALE NOTED
L 0*04 :
SEC A/S3
0* c z TYP
D� z D D� D
= p r `= r
N
�� A �cn C
N
(/) W N �
O (n p O
a n a 0
� o
S =
p
0_0
O
cn
I ROOF FRAMING PLAN AND TYP ENDWALL FRAMING SCALE: 3/16"=1' l
•" �•- ....... 1 C �Agptiill'A[II:a4f:C�'Y.Ir.:amFMC, SIT WE
DATE, 2/05/W PROJ. NO.- 3M.0 BRETr SE17ER ROOF FRAMING PLAIN
REV. NO., 0 SCALE NOTED
L 0*04 :
I ROOF FRAMING PLAN AND TYP ENDWALL FRAMING SCALE: 3/16"=1' l
•" �•- ....... 1 C �Agptiill'A[II:a4f:C�'Y.Ir.:amFMC, SIT WE
DATE, 2/05/W PROJ. NO.- 3M.0 BRETr SE17ER ROOF FRAMING PLAIN
REV. NO., 0 SCALE NOTED
L 0*04 :
15' ----------
I
(21) 20d HD GALV
(3) SIDES, STAGGERED
I" EXPOSED
12
4�
a
CONCRETE
PRE ENGINEERED TRUSS
SLAB
GRADE +
=11
17
FASTEN TRUSS TO POST WITH
(1) 5/8" THRU BOLT AND
2x6 GIRTS-111
1111111
+
(32) 30d HD
(4) 20d HD GALV NAILS,
AT 24" C/C
i1 ,;.. +
GALV (4) SIDES
2
PRE—DRILL. NOTCH POST AND
TYP, U.N.O.
MIN DEPTH -111
+
STAGGERED
FIT TRUSS FLUSH WITH POST.
f
3'-6" 1111
1" EXPOSED
11' 2"
CLEAR
II 1111 0, +
CONCRETE
+
iI I
PT 2x10
1111f + 1111
CONCRETE SLAB
BASE GIRT
I�I—Ii-
_
=11 III=111=1 I I
Hi-_. I ,III;
I='
2'-0"0
30'
-
SECTION A — MAIN BUILDING SECTION
SCALE: 3/16"=1'
DETAIL 1 — TYP FTG
N.T.S.
2x8
20d AT 12" C/C
C
L Q
3 708
ISTEI�9
SSIONALE�G
EXPIRES 08/18/
TAIL 2 — HEADER N.T.S.
l
BATE: BY: FC ev: 3s
aoo W K W, i ac uc:
Pte" BRETT SETZER
MAIN BUILDING SECTION
�.
S3
o7 PRGJ.NO., W
8 �r sm
^
K"" WA '
30'x3O'x12' POLE BUILDING
AND DETAILS
Pomo vm
16'x10' 0 DOOR
WEST ELEVATION
SCALE: 3/16"=I'
SOUTH ELEVATION
SCALE: 3/16"=1'
J
3068
37708
e)
L
EXPIRES 08/38/
EAST ELEVATION
SCALE: 3/16"=I'
NORTH ELEVATION
SCALE: 3/16"=1'
m
DRAWN BY_FO APPROVED BY, CQS
7,3777$T
K RK WU BE ,
�MME
BRIM SETZER
BUILDING ELEVATIONS
I
W, ):
I
GATE: 2/05107 PROJ. NO.: M-0
8th
RE't. N�0, 0 SCALE' NOTED
"A 99201
I
3O'x3O'x12' POLE BUILDING
S4
I POQ'E YAE.
SLLU
PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
ROOF TRUSSES, BEAMS AND
FLOOR SYSTEMS PRIOR TO FRAMING
INSPECTIONS
CITY COPY
THIS BUILDING SUBJEQT
TO FIELD INSOECTi6N CORRECTIONS
REVIEWED FOR CODE COMPLIANCE
SPOKANE VALLP(ERA )ING [VISION