2005, 04-26 Permit App: 05001328 Storage BldgProject Number: 05001328 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 04/26/2005 Page 1 of 2
Project Information:
Permit Use: 30 X 33 STORAGE BUILDING
Setbacks: Front 75 Left: 5 Right: 45 Rear: 5
Site Information:
Plat Key: 002877 Name:
Contact: COOK'S INC
Address: 780 CECIL ST, #104
C - S - Z: POST FALLS, ID 83854
Phone: (208) 773-2563
Group Name:
Project Name:
WEST VALLEY ADD NO 5
District: Nort
Parcel Number: 45182.0320
SiteAddress: 1412 N CENTER RD
Location:: CSV
Block:
Lot:
Owner: Name: STEELE, PAUL
Address: 1412 N CENTER RD
SPOKANE VALLEY, WA 99206
Zoning: UR -3.5 Urban Residential 3.5
Water District: Hold: ❑
Area: .00 Acres Width: 78 Depth: 167 Right Of Way (ft): 0
Nbr of Bldgs: 2 Nbr of Dwellings: 1
Review Information:
Review
Site Plan Review
Released By:
antnk
Plan Review
Permits:
Operator: K_C Printed By: K_C
Print Date: 04/26/2005
Project Number: 05001328 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 04/26/2005 Page 2 of 2
Building Permit
Contractor: COOK'S INC Firm: COOK'S INC
Address: 780 CECIL ST #104 Phone: (208) 773-2563
POST FALLS, ID 83854
Building Characteristics
Group: U-1 Type: VB
Total Area 990
Building Height 15
Stories 1
This Application: Total Project:
Description Grp Tvpe Notes Sq Ft Valuation Sq Ft Valuation
GARAGE U-1 VB 990 $18,810.00 990 $18,810.00
Totals: 990 $18,810.00 990 518,810.00
Item Description Units Unit Desc Fee Amount
RESIDENTIAL PERMIT FEE I SELECT 5307.25
STATE SURCHARGE 1 SELECT $4.50
Permit Total Fees: $311.75
Notes:
Payment Summary: ,.
Permit Tvpe Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $311.75 5311.75 50.00 $311.75
$311.75 $311.75
$0.00 $311.75
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: K_C Printed By: K_C
Print Date: 04/26/2005
Spode
solUalley
WO 15 BUILDING PERMIT APPLICATION WORKSHEET
E `n LS G IJ Er
City of Spokane Valley Community Development Department
Building Division
11707 E. Sprague Avenue, Suite 106
APR 1 9 2035 U Spokane Valley, WA 99206
one: (509) 688-0036; Fax: (509) 688-0037
fill of ra 1\ ��1
REQUIRED SITE I f6RMATION
Street Address: /9/2 we CrAtreiz ZD
Assessor's Tax Parcel Number(s):
Legal Description:
PERMIT DESCRIPTION: eatb / G44% 1e FC01C)/J iiloteAttneASe lh
�uilding Permit \. ❑ Change in Use ❑ Grading ❑ Manufactured Home
❑ Relocation ❑ Tenant Improvement ❑ Fire Safety ❑ Other
OWNER/APPLICANT INFORMATION
li Owner: _ ,/ Sift‘/
Phone: 4'97Wax:
�yAddress: 'fA/'fl A}5 alvve
Jty� State Zip Ce City State Zip Code
VContractor: e0014Z 5 - SC-- �❑ Architect:
Phone:773 3Fax:7-23-5 Phone: Fax:
Address:,M G e_ i / Address:
(arT F Z -/D .83651
City State Zip Code City State Zip Code
❑ Applicant:
Phone:
Address:
Fax:
WA State Contractor License #:
Contact:
Spokane Valley Bus. Liscense #: Contact
PERMIT/BUILDING INFORMATION
t n '
HEIGHT TO PEAK:/5
DIMENSIONS: "
# OF STORIES: /
MAIN FLOO S' FT&
inti'
r FLOOR SQ. FTG:
UNFIN BASEMENT SQ. FTG:
FINISHED BASEMENT SQ. FTG:
GARAGE SQ. FTG:
DECK/COV. PATIO SQ. FTG:
OCCUPANCY GROUP:
CONSTRUCTION TYPE:
HEAT SOURCE:
# OF BEDROOMS:
TOTAL HABITABLE SPACE:
IMPERVIOUS SURFACE AREA:
COST OF PROJECT:
30% SLOPES ON PROPERTY:
ear ON-SITE SEPTIC
SS'STEM7
PLOT PLAN
NAr�
008y S- ee i
ADDREsc. / //2g_V
r
Q -P445)) fd/
4-
N
c m
N
em-ferz .K3
PARCEL
Job Name:
Truss ID: T01
BRG X -LOC REACT SIZE REQ'D
1 0. 212 4140 5.50' 4.41'
2 29.9,4 4140 5.50' 441'
BRG REQUIREMENTS shown are based ONLY
on the truss material at each bearing
MAX DEFLECTION (span) :
L/636 IN MEM 8.9 (LIVE)
D= -0.08' T. -0.64'
5 -
TC 2x6 DFL 2400F.2.0E
BC
WEB 22640 HF E240550F.2.OE
Lumber shear atlowables are per NDS.
Loaded for 10 PSF nonconcurrent DOLL.
Loaded for 200 Ib non.concurrent moving BCLL
This truss is designed using the
ASCE7.98 Wind Specification
Bldg Enclosed = Yes
Truss Location = Not End Zone
Hurricane/Ocean Line = No , Exp Category = B
Bldg Length = 50.00 ft. Bldg Width = 30.00 ft
Mean roof height = 14.79 ft, mph = 85
TPI Low Hazard, Dead Load = 6.0 psf
MX/6-16
1
15-0-0
2
40)
3-4
Plating spec : ANSI/TPI • 1995
THIS DESIGN IS THE COMPOSITE RESULT OF
MULTIPLE LOAD CASES.
IRC/IBC truss plate values are based on
testing and approval as required by IBC 1703
and ANSI/TPI and are reported in available
documents such as ICBO 01607.
15-0-0
Qty:
This design based on chord bracing applied
per the following schedule:
max o.c. from to
TC 24.00' 0 0.0 30.0.0
BC 120.00' 000 30 0. 0
UPLIFT REACTION(S):
Support 1 .455Ib
Support 2 455 Ib
4
6-8
-0.00
3-4
6
5
5-
MX/6-16
Oil
6-6 S=MX/6-12 6-6
30-0-0
7 8
9
Truswal Systems connector plates ar 20 ga. unless shown by "18" (18 ga.), "H" (16 ga.), or "MX" (high strength 20 ga.), positioned
por Joint Detail Reports available from Truswal software. Circled plates and false frame plates are positioned as shown above.
TRUSWAL
► SYSTEMS
-4
1101 N. Gey $W Pavy. Arlington TX 76011
!NARNI NGRead all notes on this sheet and give a copy of it to the Erecting Contractor.
TNe design is loran iMiMual burden umparerd M as team. II has teen based on elnuricat,ons pebbled by Na [Omponem manuiadurer
ane do e'n accordance wan IM current dersons of TPI and AFPA desgn standapa. No reepowbiny rs aawrM ex dvtenbenal aawary. 0.rrekpne
are to be vented by the comp ee ma400ue, aMbr Wduy desgo r pro to labxaNsc The budding designer meSt SRnain that lie loads
sidled en Ma des9n meet or exceed IN baling reposed by the lacal budvp ¢ye ane L e particular attMim. TM design assumes that Me Ice shred
e taleradytraced by IM rid Of Bea shearing and the b 1l chard e laterally beefed by a nerd sheathup materia *redly a ach.d. unless otherwise
r00.0 Bracg to#m is for ises supped of 0mrvrerse members only to reduce budding length . This component due NA be pacedmany
e nvinonmeni Mat will cause the nurture Onlent of led weede exceed 19% Yyor Ouse connector dale corroders Fabncate. handle. moll
and brace this INn M accordance Toth the ldiwine standards Dont and Coning Detail Reruns' avertable as oWpul from Truswal Op=en,
'PHSUTPI 1'. WTCA 1'- -Wood Truss C000ci of America 5110x0 Design nespMubin*,.'HANDLING INSTALLING AND BRACING METAL
PLATE CONNECTED W000 TRUSSES' • IH1a91Io We91 sUMMMY SHEET by TPI. The Inds Rale PC.e,he(TPe a located a Morro DTs,
MYLL0, WoOnse 53719. The American Forest ad Paper AWoaen(AFPAI d located at 1111 IAh Sus, NW. SB 000. WnSwglon. OC 20036.
10
1
SHIP
Cust: C00K
W0: Drive_E_4291 L00006 J00001
Dsgnr: CLP Chk:
TC Live 40.00 psi
TC Dead 5.00 psf
BC Live 0.00 psf
BC Dead 1.00 psf
TOTAL 46.00 psf
DurFacs L=1.15 P=1.15
Rep Mbr Bnd 1.00
0.C.Spacing 6- 0- 0
Design Spec IBC
Senn T6.4.5 • 97731
USE 2'X 6' PURLINS
NOTES FOR FLOOR PLAN
S1 INTERI❑R FRAME WOOD POSTS, SEE
POST SCHEDULE THIS SHEET
GABLE END WALL POSTS - 6' X 6' TYPICAL
DOOR POSTS - 4' X 6' TYPICAL
F❑❑TING DIMENSI❑NS, B = 1'-8'; D = 3'-O'
MAXIMUM POST SPACING 12'-0'
0 PURLINS @ 24' ❑.C., BEARING OR
J❑IST HANGERS (TYPICAL)
DZ
z
W
J rn Q
4;
-/— ,i- of
Q z Q zo N
¢ `" ¢ ~� zw
-I J J
-J I J CY w IX -I
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• > • J
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CL a. o (U O
w W <:t
O () Q N W l i
CO D M D J V) d
J ¢
1(-.---::i- / H v
Cr)
Z 'U- z>-
' -F- Z
J J J U
Q' I- & 1
D D 0
1 Lj 0_ 1-
O
• �D U • ,,D , • 1
O
p O a CO
X U
•
O •• p• (U CU X O
CU (U N ~ (U (J.-, CU
,
W w
(J
SPAN
USE
❑.C.
U
V
PLAN VIEW
EXPIRES 12/29/05
N.T.S.
WAMBEKE ENGINEERING
2Soatst
Daniel WarTbeke, P. E.
2913 East 99223
Tel. 509-443-6186 Fax. 509-448-6582 t-nnl d.anbekeensncon
BUILDING PLAN VIEW
STANDARD POST FRAME BUILDING PLANS
COOK'S INC. STEEL BUILDINGS
POST FALLS, IDAHO
DRAWN BY DATE
WAMBEKE 6-30-04
APPROVED SCALE
NT S
COOK—IBC01
REV.
4
NOTES FOR SECTION A -A
0 TYPICAL PURLIN, SEE FLOOR
PLAN FOR SIZE
S2 TRUSS DESIGN BY OTHERS
0 2' X 6' @ 24' 0. C., 10' BAYS
DF -L #2 GIRTS FLAT @ 24' O.C.
2' X 6' @ 24' O. C., 12' BAYS
DF -L #2 GIRTS FLAT @ 24' O.C.
0 CONCRETE FOOTING, SEE SCHEDULE
SS EXTEND POST TO TOP BF PURLIN
ROOF FASTENED TO PURLINS WITH
1 1/2' LONG WOODFAST TEKS.
WALLS FASTENED TO
GIRTS WITH 1' LONG
WODDFAST TEKS.
SEE
DETAIL
SEE F❑❑TING
DETAIL
BUILDING SECTION A - A
ExPIRES 12/29/05
N.T.S.
WAMBEKE ENGINEERING
2Soae"92`
Daniel Wanbeke, P. E, Spokane 61st
Tel. 509-443-6186 fav 509-448-6582 a --nal Eeanbeke€nsncon
STANDARD BUILDING SECTION
STANDARD POST FRAME BUILDING PLANS
COOK'S INC. STEEL BUILDINGS
POST FALLS, IDAHO
DRAWN BY DATE
WAMBEKE 6-30-04
APPROVED SCALE .
NTS
COOK—IBCO2
REV.
BUILDING SPECIFICATIONS:
GENERAL — ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2003 EDITION OF THE
INTERNATIONAL BUILDING CODE (IBC 2003), AND ALL STATE & LOCAL BUILDING CODES. THESE
SPECIFICATIONS AND PLANS ARE INTENDED FOR USE IN 30 OR 40 PSF LIVE LOAD, 85 & 90
MPH WIND SPEEDS, EXPOSURE B AND SEISMIC DESIGN CATEGORY C.
DESIGN LOADS — ROOF LL = 30 OR 40 PSF ROOF DEAD LOAD = 5 PSF*
CEILING LL = 0 PSF CEILING DL = 1 PSF
' ROOF DL ALLOWS FOR A MAXIMUM OF 3" THICKNESS OF FIBERGLASS INSULATION.
MAXIMUM SOIL BEARING PRESSURE = 2,000 PSF
MAXIMUM SOIL BEARING PRESSURE IS BASED ON SAND, SILTY SAND, CLAYEY SAND, SILTY
GRAVEL AND CLAYEY GRAVEL SOILS OR BETTER PER IBC TABLE 1804.2. LESSER SOIL
CONDITIONS WILL REQUIRE REVIEW AND FOOTING SIZE ADJUSTMENT BY THE ENGINEER.
CONCRETE — MINIMUM 28 DAY COMPRESSIVE STRENGTH F'e = 2,000 psi, 4 SACK MIX FOR
FOOTINGS. CAST IN PLACE CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-92.
WOOD — STRUCTURAL LUMBER SHALL CONFORM TO DF—L #2 OR BETTER BY WWPA GRADING
RULES. MAXIMUM MOISTURE CONTENT SHALL BE 19% BY WEIGHT. NAILING SHALL CONFORM TO
TABLE 2304.9.1 FASTENING SCHEDULE & OTHER APPROPRIATE SECTIONS OF CHAPTER 23 OF IBC
2003. ALL NAILS INTO TREATED WOOD SHALL BE HOT—DIPPED ZINC COATED GALVANIZED STEEL,
SILICONE BRONZE, COPPER OR STAINLESS STEEL. CCA TREATED WOOD SHALL CONFORM TO THE
REQUIREMENTS OF AWPA STANDARDS C-16, C-22, C-23, C-24 & C-28. POSTS FOR BUILDINGS
SHALL BE AS NOTED ON THE PLANS. ALL POST MATERIALS SHALL BE HEM—FIR #2 OR BETTER,
FULL DIMENSION AND GRADED BY WWPA GRADING RULES. HARDWARE SHALL BE SIMPSON OR
APPROVED EQUAL. ALL BOLTS SHALL CONFORM TO ASTM A307. METAL PANELS MAY BE DELTA
RIB STYLE, GALVANIZED OR PAINTED, 29 GAUGE THICKNESS, ASTM A653 STRUCTURAL QUALITY
(SO), Fy = 80.0 ksi. ROOF PANELS SHALL BE FASTENED TO PURLINS WITH PLATED, GASKETED 1
1/2" LONG METAL TO WOOD FASTENERS. WALL PANELS SHALL BE FASTENED TO GIRTS WITH
PLATED, GASKETED 1" OR LONGER METAL TO WOOD FASTENERS. PANELS SHALL BE INSTALLED
AND FASTENED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS.
SOIL COMPACTION — ALL BACKFILLED SOIL BENEATH FOOTINGS SHALL BE COMPACTED WITH A
VIBRATORY COMPACTOR TO 95% OF THE PROCTOR DENSITY AS DETERMINED BY ASTM A1557,
METHOD D.
TRUSSES SHALL BE DESIGNED BY AND BEAR THE SEAL OF AN ENGINEER REGISTERED TO
PRACTICE IN WHICH THE BUILDING WILL BE CONSTRUCTED.
TRUSS LOADING: TOP CHORD LIVE LOAD = 30 OR 40 PSF
TOP CHORD DEAD LOAD = 5 PSF
BOTTOM CHORD DEAD LOAD = 1 PSF
EXPIRES 12/29/05
WAMBEKE ENGINEERING
Daniel Warobeke, P. E. Spokane` VAe`99223
Tel. 509-443-61% Fax509-440-6582 a -,w0 Oeanbeke8nsncn,
SPECIFICATIONS FOR
TYPICAL POST FRAME BUILDINGS
COOK'S INC. STEEL BUILDINGS
POST FALLS, IDAHO
DRAWN BY DATE
WAMBEKE 6-30-04
APPROVED SCALE
NTS
COOK—IBC03
REV,
NOTES FOR F❑❑TING DETAIL
TREATED POSTS AS SIZED PER SCHEDULE
VIBRATE OR ROD CONCRETE TO OBTAIN
FULL BEARING
UNDISTURBED SOIL
FOOTING DETAIL
N,T.S.
EXPIRES 12/29/05
WAMBEKE ENGINEERING
13 Daniel t
Warmbeke, P. E. zSpoocane WA:<99223
Tel. 509-443-6186 Fan 509-440-6582 e -nal dwanbeketnsncan
STANDARD FOOTING DETAILS
STANDARD POST FRAME BUILDING PLANS
COOK'S INC. STEEL BUILDINGS
POST FALLS, IDAHO
BRAWN BY DATE
WAMBEKE 6-30-04
APPROVED SCALE
NTS
COOK—IBC04
REV.
POST/FOOTING SCHEDULE 30' SPANS, 30 & 40 PSF LIVE LOAD
••
• 1' 1
•• 1
'1 :•7'
•1 •
•. 1
•
IT ' .
: II a.
• •1 • •
v• 1v , •I
10'-0"
8'-0"
6" X 6"
22"
3'-0"
NO
0.29
10'-0"
10'-0"
6" X 6"
22"
3'-0"
NO
0.29
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
12'-0"
14'-0"
16'-0"
18'-0"
20'-0"
22'-0"
24'-0"
6" X 6" W/2" X 6"
6" X 6" W/2" X 6"
6" X 8"
6" X 8" W/2" X 6"
6" X 8" W2" X 6"
6" X 10" W/2" X 6"
6" X 12"
22"
22"
24"
24"
24"
24"
24"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-2"
3'-3"
NO
NO
NO
NO
NO
NO
NO
0.29
0.29
0.35
0.35
0.35
0.35
0.38
12-0"
12-0"
12-0"
12-0"
12-0"
12-0"
12-0"
12-0" --
12-0"
8'-0"
10'-0"
12'-0"
14'-0"
--16'-0"
18%4" -
- 20'-0"
-22'-0"
24'-0"
6" X 6"
6" X 6"
6" X 6" W/2" X 6"
6" X 8"
6" X 8" W/2" X 6"
6" X 10" -
6" X 12"
6" X 12" W/2" X 6"
6" X 12"
24"
24"
24"
26"
26"
26"
26"
26"
26"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-2"
3'-6"
NO
NO
NO
NO
NO -
NO -
NO
NO
NO
0.35
0.35
0.35
• -0.41
_..__ 0.41
- - 0.41
+ 0.41
-. . 0.43
0.48
NOTE:
1. THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH
2" X 6" LAMINATIONS.
2. ENDWALL POSTS SHALL BE 6" X 6" ROUGH CUT HEM -FIR #2 TREATED
POSTS UP TO 18'-0" WALL HEIGHT. ABOVE 18' WALL HEIGHT,
ENDWALL POSTS SHALL BE 6" X 8" ROUGH CUT HEM -FIR #2�POSTS.
3. FOOTINGS FOR ENDWALL POSTS SHALL BE A MINIMUM OF 18"0 X
3'-O" DEEP FOR WALL HEIGHTS TO 18'-0". ABOVE 18' WALL HEIGHT,
FOOTINGS SHALL BE 24"0 X 3'-4" DEEP.
4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH
CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT
CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING
DEPTH X 4".
,,.;-��pNAI j,
,: pFliA�fC�,Daniel
WAMBEKE ENGINEERING
WaMbeke, P. E.t'
�A"• ` F '
ac,„_
�•'
Tele 509-443-6186 Fnx309-448-6582 t -WWII dennbeke2nincon
C�
' 7
t /
' ��"
.. /0
POST & FOOTING SIZES
26' TO 32' SPANS - 40 PSF L.L.
STANDARD POST FRAME BUILDING PLANS
�,
y� I d`OQ �.-c ,�.tte�e �,
ssjoNAL�
COOK'S INC. STEEL BUILDINGS
POST FALLS, IDAHO
r^'
`� WA
DRAVN BY
WAMBEKE
DATE
6-30-04
REV,
EXPIRES 12/29/05
APPROVED
SCALE
COOK -16C05-30
NTS
PUREIN CONNECTION METHODS!
A). PURLINS MAY BE HUNG
OFF THE TRUSS TOP CHORD
FACES W/ STANDARD
SIMPSON JOIST HANGERS
OR EQUAL.
B). PURLINS MAY BE
BUTTED AND NAILED
W/(2) 16d NAILS
INTO EACH PURLIN.
C). PURLINS MAY BE
LAPPED ANDNAILED
W/(3) 16dNAILS.
DN CONNECTION METHODS
'B' AND 'C', TOENAIL
BACK SIDE OF PURLIN
W/(1) 16d NAIL INTO
EACH TOP CHORD MEMBER
DETAIL 1 - TRUSS COLUMN
CONNECTION, PURLIN SUPPORT
N.T.S
NOTES FOR CONNECTION DETAIL
OD TRUSS TOP CHORDS
TRUSS DESIGN BY TRUSS MANUFACTURER
S2 PURLIN SUPPORT STRUT 2' X '4' X FULL
DEPTH OF TOP CHORD PLUS PURLIN,
NAIL PURLINS W/(3) 16d NAILS
S3 NAIL STRUT TO TOP CHORD W/(3) 168
NAILS EACH SIDE.
04 MANUFACTURED TRUSS. NOTCH POSTS
1-1/2' EACH SIDE TO PROVIDE TRUSS SEAT.
SS WOOD POST, SEE POST/FOOTING SCHEDULE.
S6 4 - 408 GALV. NAILS IN PRE -DRILLED HOLES
OR 3/4'0 MACHINE BOLT
SOLID BLOCKING AT CONNECTION POINTS.
TYP. PURLIN, SEE FLOOR PLAN FOR SIZE
S9 2' X 6' OR 2' X 8' TOP GIRT
ca)4 - 16d NAILS OR 3/4'0 M. BOLT
m
EXPIRES 12/29/05
WAMBEKE ENGINEERING
SaeVse�;
Daniel Wanbeke, P. E.
2913 East
A99
Tel. 509-443-6186 Fav 509-44B-65132 a -eat OeunbekettsnCon
TRUSS - COLUMN CONNECTION
PURLIN CONNECTION METHODS
STANDARD POST FRAME BUILDING PLANS
COOK'S INC. STEEL BUILDINGS
POST FALLS, IDAHO
DRAWN BY DATE
WAMBEKE 6-30-04
APPROVED SCALE
NTS
COOK -IBC 06
REV.
A
0AL Fti:'‘
DETAIL 2 - KNEE BRACE
N.T.S.
NOTES FOR DETAIL 2- KNEEBRACE
S1 TRUSS TOP CHORD, DESIGN BY OTHERS
S2 TRUSS BOTTOM CHORD, DESIGN BY OTHERS
S3 2' X 6' DF -L #2 EACH SIDE
S4 WOOD POST, SEE POST/FOOTING SCHEDULE
SS 4 - 16d GALV. NAILS, EACH SIDE
1). KNEE BRACE REQUIRED WHERE
SHOWN ON POST/FOOTING SCHEDULE.
BRACE NOT REQUIRED AT GABLE END TRUSSES.
2). ALTERNATE KNEE BRACE/POST AND TRUSS/POST
CONNECTION = USE 3/4'0 THRU BOLTS,
EACH LOCATION.
EXPIRES 12/29/05
WAMBEKE •ENGINEERING
Daniel Wnnbeke, P. E. 2soe"92`plar. W 9x3
Tel. 509-443-6186 Far 509-448-6582 a-,01 Eearbeketrsnco.
STANDARD KNEE BRACE CONNECTION
USE WHEN REQUIRED
STANDARD POST FRAME BUILDING PLANS
COOK'S INC. STEEL BUILDINGS
POST FALLS, IDAHO
DRAWN BY DATE
WAMBEKE 6-30-04
APPROVED SCALE
NTS
REV.
COOK -0C07 A
OVERHEAD DOOR
OPENING
SLIDING DOOR
OPENING
/\/\//\%/ / /%/\\/\/ /
TYPICAL SIDE ELEVATION
N.T.S.
NOTES FOR SIDE ELEVATION
S1 2' X 8' HEADER
n 2' X 10' HEADER FOR 10' & 12' SLIDING DOORS
2' X 8' HEADER FOR 8' & SMALLER SLIDING DOORS
EXPIRES 12/29/05
WAMBEKE ENGINEERING
2913 rest 61st Curt
bnniel Warnbeke, P. E. Spokane VA 99221
Teta 309-113-6186 FA» 509-448-6582 a -w1 tleenbeke!nsncen
TYPICAL SIDE ELEVATION
STANDARD POST FRAME BUILDING PLANS
COOK'S INC. STEEL BUILDINGS
POST FALLS, IDAHO
DRAWN BY
VAMBEKE
DATE
6-30-04
APPROVED
SCALE
NTS
COOK—IBCOB
REV.
I
1
12
��`�`' `-ice
1
1 , 1 1
Mit
11.1
20' 0' MAXIMUM
�\ \'/�\\\'��\ \�\ "\ '4' Nye
SINGLE OVERHEAD DOOR ❑PTI❑N
FRONT ELEVATION
N.T.S.
NOTES FOR FRONT ELEVATION
S1 HALF TRUSS DESIGN BY OTHERS
SUPPORT PURLINS @ END TRUSS W/2' X 6'
OR 2' X 8' STD JOIST HANGERS,
LOWER TRUSS FOR END OVERHANG, IF REQ'D
0 2' X 10' HEADER
0 2' X 6' GIRTS @ 24' O.C., 10' BAYS, DF -L #2
2' X 6' GIRTS @ 24' O.C., 12' BAYS, DF -L #2
S4 2' X 8' FACIA BOARDS
SS TREATED WOOD POSTS, SIZED PER SCHEDULE
S6 TREATED 2' X 6' BOTTOM GIRT
OR TREATED 2' X 10' BOTTOM GIRT
EXPIRES 12/29/05
WAMBEKE ENGINEERING
2Sas`92`
Daniel Wermbeke, P. E. cakne, v 923
Tel, 509-443-6186 Far 509-448-6582 e-ncl tlecedekeb.zncon
FRONT ELEVATION
SINGLE OVERHEAD DOOR OPTION
TYPICAL POST FRAME BUILDINGS
COOK'S INC. 'STEEL BUILDINGS
POST FALLS, IDAHO
DRAVN BY DATE
WAMBEKE 6-30-04
APPROVED SCALE
NTS
COOK—IBC09
REV.
4 soot:
46,
_dmavoi
12
II 4111
"I
111
IuI
1.1
SINGLE SLIDING DOOR ❑PTI❑N
OPTIONAL FRONT ELEVATION
N.T.S.
NOTES FOR ❑PTI❑NAL FRONT ELEVATI❑NS
S1 HALF TRUSS DESIGN BY OTHERS
S2 2" X 10' HEADER UP TO 12' 0" DOORS
2" X 12" HEADER UP TO 20' 0' DOORS
2" X 12" BACKED WITH 2" X 6" UP TO 24' 0"
S3 2" X 6" HEADER
S4 4' X 6" DOOR POST - 8' THRU 14'
WALL HEIGHT W/ 2" X 6" FACER.
6" X 6" DOOR POST - 16" & 18'
WALL HEIGHT W/ 2" X 8" FACER,
0 DOUBLE 2" X 6" KINGP❑ST
0
EXPIRES 12/29/05
WAMBEKE ENGINEERING
2913 East 61st Cart
Daniel Wanbeke, P. E. Spokane VA 99223
Tel. 509-443-6186 Fan 509-448-6582 e-eall Geanbebetnsncon
FRONT ELEVATION
SINGLE OVERHEAD DOOR OPTION
STANDARD POST FRAME BUILDING PLANS
COOK'S INC. STEEL BUILDINGS
POST FALLS, IDAHO
AD
WDRAMVNBEKEDY 6-3ATE0-04
APPROVED SCALE
NTS
COOK—IBC10
REV.
DOUBLE OVERHEAD DOOR OPTION
OPTIONAL FRONT ELEVATION
NOTES FOR OPTIONAL FRONT ELEVATIONS
0 HALF TRUSS DESIGN BY OTHERS
S2 2' X 10' HEADER UP TO 12' 0' DOORS
2' X 12' HEADER UP TO 20' 0' DOORS
64 4' X 6' DOOR POST - 8' THRU 14'
WALL HEIGHT W/ 2' X 6' FACER.
6' X 6' DOOR POST - 16' & 18'
WALL HEIGHT W/ 2' X 8' FACER.
SS DOUBLE 2' X 6' KINGPOST
EXPIRES 12/29/05
N.T.S.
WAMBEKE ENGINEERING
ast Daniel Wanbeke P. E. 2spaoke,nste VA:+9922:
Tel. 509-443-6186 Int, 509-4ID-6582 a -nut E.anbekelnsntan
FRONT ELEVATION
DOUBLE OVERHEAD DOOR OPTION
TYPICAL POST FRAME BUILDINGS
COOK'S INC. STEEL BUILDINGS
POST FALLS, IDAHO
DRAWN 3! DATE
WAMBEKE 6-30-04
APPROVED SCALE
NTS
C00K—IBC1 1
REV.
3068 MAND❑❑R ❑PTI❑N
DOOR
OPENING
LA
OPTIONAL FRONT ELEVATION
N.T.S.
NOTES FOR OPTIONAL FRONT ELEVATIONS
HALF TRUSS DESIGN BY OTHERS
2' X 6' HEADER
S4 4' X 6' DOOR POST - 8' THRU 14'
WALL HEIGHT W/ 2' X 6' FACER.
6' X 6' DOOR POST - 16' & 18'
WALL HEIGHT W/ 2' X 8' FACER.
EXPIRES 12/29/05
WAMBEKE ENGINEERING
2913 East 61st Cart
Daniel Wnnbeke, P. E. Spokane VA 99223
Teti 509-443-6186 Fox. 509-448-6582 a -ml thnnbekeGnsncon
FRONT ELEVATION
PASS DOOR OPTION
TYPICAL POST FRAME BUILDINGS
COOK'S INC. STEEL BUILDINGS
POST FALLS, IDAHO
DRAWN BY DATE
WAMBEKE 6-30-04
APPROVED SCALE
NTS
COOK—IBC12
REV.
SPLIT SLIDER DOOR ❑PTI❑N
OPTIONAL FRONT ELEVATION
N.T.S.
NOTES FOR OPTIONAL FRONT ELEVATIONS
(51) HALF TRUSS DESIGN BY OTHERS
0 2' X 10' HEADER UP TO 12' 0' DOORS
2' X 12' HEADER UP TO 20' 0' DOORS
2' X 12' BACKED WITH 2' X 6' UP TO 24' 0'
0 4' X 6' DOOR POST - 8' THRU 14'
WALL HEIGHT W/ 2' X 6' FACER.
6' X 6' DOOR POST - 16' & 18'
WALL HEIGHT W/ 2' X 8' FACER.
SS DOUBLE 2' X 6' KINGPOST
EXPIRES 12/29/05
WAMBEKE ENGINEERING
2913 East
st922s
Daniel Wambeke, P. E. n. VA93
Tel. 509-443-6166 Fax. 509-448-6562 a -nal C.anbekeensacd+
FRONT ELEVATION
SINGLE SLIDING DOOR OPTION
TYPICAL POST FRAME BUILDINGS
COOK'S INC. STEEL BUILDINGS
POST FALLS, IDAHO
DRAWN BY DATE
WAMBEKE 6-30-04
APPROVED SCALE
NTS
COOK—IBC13
REV.
0 0
1
1
TYPICAL TRUSS BOTTOM CHORD BRACING
NOTES FOR TRUSS BOTTOM CHORD BRACING
S1 GABLE END TRUSS
S2 DOUBLE INTERIOR TRUSSES
S3 2' X 4' X -BRACING @ 10'-0' OC, OR
SPACING DICTATED BY TRUSS MANUFACTURER
OVER RIDES THE 10'-0' 0. C. SPACING
S4 2' X 4' BOTTOM CHORD BRACING @ 10' 0' O.C.
SS TOENAIL BRACES TO TRUSSES WITH
3 - 10d NAILS
SHEATHING REQUIRMENTS
THE FOLLOWING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED:
• ROOF STEEL: 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT
• FIELD SCREWS: #10 x 1 1/2' AT 9' O.C. (NEXT TO HIGH RIB)
• EAVE AND RIDGE PURLIN SCREWS: #14 xl 1/2' AT BOTH SIDES OF
EACH MAJOR RIB
THE FOLLOWING MINIMUM ENDWALL DIAPHRAGM REQUIRMENTS ARE NEEDED:
■ ENDWALL STEEL: 29 GAUGE GRAND -RIB III, 36' WIDTH DR EQUIVALENT
■ FIELD SCREWS: #10 x 1 1/2' 2 9' 0.0. (NEXT TO HIGH RIB)
* BASE GIRT, END TRUSS, AND DOOR HEADER SCREWS: #14 x 1 1/2'
e BOTH SIDES OF EACH MAJOR RIB.
rDIAPHRAGM SCREWS
DIAPHRAGM SCREWS e ENDWALL BASE GIRT ACROSS
ENDWALL DOOR HEADERS & GABLE END TRUSS TOP CHORD,
EAVE 4 RIDGE PURLINS ON ROOF
DIAPHRAGM SCREWS) TYPICAL SCREW PATTERN, EXCEPT AS
NOTED ABOVE
N.T.S.
EXPIRES 12/29/05
STEEL SHEETING SCREW PATTERNS WAMBEKE ENGINEERING
Daniel Wanbeke, P. E. 2Splookane, Vast A'�9sme
N.T.S T<6 509-443-6186 Fax/ 509-448-65/32 a -r,0 Eeanbeke!nencen
TRUSS BOTTOM CHORD BRACING & WALL SHEETING
TYPICAL POST FRAME BUILDINGS
COOK'S INC. STEEL BUILDINGS
POST FALLS, IDAHO
\ M 470-04
APPROVED SCALE
NT
• COOK—IBC14
REV.
A
- 16d NAILS
6', 8' OR
10" POST
NAILING PATTERN FOR
POST LAMINATIONS
NOTE: 2" X 6" LAMINATE MUST BE A TREATED MEMBER
AND MUST EXTEND TO THE BOTTOM OF THE FOOTING.
LAMINATE MAY BE SPLICED ABOVE MID HEIGHT OF COLUMN
TREATED POST
8 - 161 NAILS
GABLE END TRUSS
a
o
I
0"
.
RJ
2' X 6' X 18'
BOLTING BLOCK
2' X 6' X 18'
BOLTING BLOCK
4 - 16d GALV, NAILS
EACH GIRT
2' X 6' GIRT (FLAT)
TYPICAL GIRT CONNECTION
16d NAILS
CORNER POST
DETAIL 3
- 16d NAILS
TYP. GABLE END
TRUSS CONNECTION
USE BOLTING BLOCKS BELOW
ALL CORNER COLUMN GIRTS
;sS\GNAL„OST
�E
4974
•(.j, /• (O
CF
9jF \C
EXPIRES 12/29/05
WAMBEKE ENGINEERI=NGD�
Daniel Wanbeke, P. E. Spokane, WA 99223
Tel, 509-443-6186 Fox, 509-448-6582 a-rwl E.aMeketnsnco”
GIRT CONNECTIONS, GABLE END TRUSS
CONNECTION & POST LAMINATION DETAILS
STANDARD POST FRAME BUILDING PLANS
COOK'S INC. STEEL BUILDINGS
POST FALLS, IDAHO
DRAWN BY DATE
WAMBEKE 6-30-04
APPROVED SCALE
NTS
COOK-IBC15
REV.
INTERIOR OR GABLE END TRUSSES
Od NAILS e 6' O.C.
X 6' DR 2' X 8'
L -BRACE
TRUSS WEB MEMBER
LOd NAILS 26'0.0.
X 4'
-BRACE
TRUSS WEB MEMBER
SFCTION R—B CFCTION R—R
AT INTFRIOR TRUSSES AT GABLE END TRUSS
NOTE:
TRUSS DIAGRAMS WILL OFTEN REQUIRE WEB MEMBER BRACING, WHICH IS SHOWN ON TRUSS DRAWINGS AS®
THE METHOD OF TRUSS WEB BRACING SHOWN ABOVE REPLACES V X 4' OR 2' X 4' WEB MEMBER BRACING.
FOLLOW THESE INSTRUCTIONS FOR ALL WEB MEMBER BRACING TO REPLACE 'RAT -RUN' WEB
EXPIRES 12/29/05
WAMBEKE ENGINEERING
Daniel Wanbeke, P. E.
2913 East VA"99223`
Tel. 509-443-6186 Fan 509-448-6582 a -rat d.aMeketnencen
TRUSS WEB MEMBER BRACING ALTERNATIVE
TYPICAL POST FRAME BUILDINGS
COOK'S INC. STEEL BUILDINGS
POST FALLS, IDAHO
DRAWN BY DATE
WAMBEKE 6-30-04
APPROVED
SCALE
NTS
COOK—IBC1 6
REV.
24' TO 48'
OVERHANG
1
LOWER GABLE END TRUSS
X PURLIN DEPTH
PURLINS
24' TO 48'
OVERHANG
2' X 4' BLOCK
NAIL TO TRUSS & PURLINS
WITH 3 - 10d NAILS
SIMPSON HURRICANE STRAP
ON ALTERNATE PURLINS
ENDWALL POST
PLAN VIEW
GABLE END OVERHANG
' X _' FASCIA
BOARD
2' X ' BLOCKING
AS REQUIRED
GABLE END TRUSS
SECTION @ OVERHANG
EXPIRES 12/29/05
WAMBEKE ENGINEERING
oa```9i`
Danlel Wnnbeke, P. E. Spokane, VA9z3
TO 509-443-6186 fawn 509-448-6382 1-9311 dwanbekt!nsncm
GABLE END OVERHANG
POST FRAME BUILDINGS
COOK'S INC. STEEL BUILDINGS
POST FALLS, IDAHO
BRAWN BY DATE
VAMBEKE p-07-04
APPROVED SCALE
GABLE.OVERHANG
REV.
Job Name:
Truss ID: ST3030
Qty: 20
'8' S•LOC !PACT 5110 ROQ'0
1 0- 3- 0 3450 6.00" 3.43"
2 29- 9- 0 3450 6.00" 3.43"
00' REQUIRINEWTS shoo are based 03L4
on the toss material at each bearing
NAL DEFLECTION (opo) :
L/617 IN um 8.9 (Li4T)
La -0.43" D. -0.07" 1= -0.50"
OtIT1CL KIM/ FORCES:
It (91V.(I(Ri)/ 866.1(;0.1 01
t 3 .40,1450.09)) asci :wi i
aall .15)/ 1•070.611)t
es
4.3 .00400.13)/ 43(1.10) 0.04
91 6M.l5Lt.)/ MS. 71S. (1111.)6I
1 01 499. 3((lii5I 4 3a
e 94-iMi(ia4ii 7431(1.13) 0.32
VI 0•_40. 0 . 1 MC. II..) (0i
33.7.7 303 031 1 19 / 1043 1 6.0) 0.54
0.65
3.0 203 1.60 / 1653 1.15) 0.65
4.9 .4231(1.413/ 316(1.60) 0.54
TC 2.0 DEL 2400F-2.00
RC 2.6 DEL 24009-2.01
911 2.4 DEL STUD
GBL BLE 214 DFL STUD
Ls.bee shear alloeables are per 303.
THIS DESIGN IS THE COMPOSITE RESULT 09
N .1 LOAD CASES.
NOT br l0 PSF oma. rclot 9(LL
dee b sufficient total access ..
from bel.
30T loaded for 200 Ib Bo s
rrr mag 1(11 due 0. seffieieet total
,access free b .
6-12
8-3-0
8-38-3 0
15-0-0
2
Designed per ANSI/TPI 1-2002
This design dues not bbbbbbb for Ions lea's
time dependent loading (creep). Betiding
Designer must ace
nnl 1'or this.
Defer to Jeiot QCoeto it Sheet for
Masi... Boulianal Tolerance used
IBC/IBC truss plate 'aloes are lased .
testing and approval as required by IBC 1703
and ANSI/TPI and are reperl ed in available
dur..ents such as 1060 41607.
A5CET-02 5N06 L000 005969 CRITERIA:
Pg = 40 psi. Ce = 1.0. T = 1.0. Cl = 1.10
Gable heriz.nlal studs are 2* 4 web material
peed at 24.4". antes. noted olberwi.e.
1+1 gable Oracing r required 0 42" intervals.
it exposed to . nad applied to rare.
See Cereal Gable Details', (000065035.
Designed for a poPrroe building
application.
6-9-0
15-0-0
R5-12
13
6-9-0
21-9-0
15-0-0
This design based on ahead bearing applied
per the fwl lowing schedule:
tabu (n
TC u^ O. O. 0 30- 0- 0
BC 120.00' O. O. 0 30- 0- 0
UPLIFT EEA(
Support C20 6c Wind San -Bind
1 -517 Ib
Z -`17 Ib
This trays i. designed using the
05417.02 Rind Specification
1141 Enclosed = 01.., Importance Factor = 0.97
Truss Location a Not End Zone
Hurricane/Ocean Line = N. cmp mmtegmmy 1
Mea. profCheight6= 44.756 ft. mph e= 8500 ft
TPI Lew Hazard, Dead load = 3.6 ref
Designed ...Main Bind Force Desisting System
and Cop s and Cladding
Trib.(ary Area 150 sgft
8-3-0
30-0-0
4
5 1
6
TYPICAL PLATE : 2-0
. 55' S=MX/6-12 5-5
11-3-0
11-3-0
30-0-0
7 8
7-6-0
18-9-0
9
EXPIRES: 01113/06
Circled OUFIes andplalsee llama prates eau po,tmnedae slmwn9abuva 500f19able stud p i to 0(90loverlap lv 7II s10Wdural plates (oerii pole).
10
11.3.0
30-0-0
TIMBERLINE
NA
TRUSS
4445 Northpark Dr.
Colo Springs, CO 80907
TIUSPLUS 6.0 VER: T6.4.1
WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor.
4M dsarp:am:anrnnapual gilding component not :uss Salem 11 has been based onspecmouuro provided by the component manufacturer
and done Ill .eso,dancemlh the current versions of IDI and /SPA design standards No tesponaihlt/n assumed dor dmaraicnal accuracy. ()mermen,
legs yard,' by the componentmn,? t,,.'enao0 budding deagrn prior to fabrication . The bnlangaugnerrun mins, Mal me loath
5000ed on ins design men or exceed the leading mposed bythe meal MNbnp code and the particular iodic/Oen The design assumes that the top chord
h nNun/ mated by the real or nom sheathing and the lantern chord is laterally braced by a nfld mealmng malvnl d"ecdy albmed. 'Ne„ otherwise
noted 0uong shown is for later) support of components members only to reduce buckinglenglh. Ths component shall not be placed in any
imminent that use Me moisture content of the wood to ed19%ander cause connector platen"no rtnslFabuole, handle install
and brace 50, mnslmoisturecod
rnacmrdanoe ant the 094oAngm,54'ds gown end Surging Demi Pencils' a.al145e es output from Truswal aefW.ne.
'ANSIRR 1'. VJICA 1'. Mood inns Counal Of America Standard Design Respvn9MOes EVh0ING COMPONENT SAFETY INFORMATION •
(SC511-031.no SCSI 51j194005 SHEETS' by WIGS and 3Pt The Truss Plate haggle (TPll re localed at 583 DCnol,c Orme. Madsen
L'Moonun SIF19 The &mercer. Forest 9d Paper Ancoabon IAFPAI is located al 1111159 Street NW.. St. 000.'A'anv,!Nn OC 20035.
Crest:
R0: Drive_C_stock-2003 L00005_j00001
esgnr: CLP PLC = 24 RT: 2304
TC Live
TC Dead
LC Live
BC Dead
TOTAL
40.00 phi'
5.00 pat'
0.00 psf
1.00 par
46.00 psi*
DnrFacs L=1.15, P=1.15
Rep Mbr End 1.00
Rep Mbr Comp 1.00
Rep Mbr Tens 1.00
0.C.Spacing 5- 0. 0
Desogen Spec 160-2003
036FL RATIO: L/240 TC: 1/18