2013, 06-24 Permit App: BLD-2013-1192 Pole BldggL>D ., i'3-. /19
Spokane
Valley
•
Community Development Department
Permit Center
11703 East Sprague Avenue, Suite B-3
Spokane Valley, WA 99206
Tel: (509) 688-0036
Fax: (509) 688-0037
permitcenterPsookanevallev.ora
(Staff Use Only)
PERMIT NUMBER:
PERMIT FEE:
RESIDENTIAL CONSTRUCTION PERMIT APPLICATION
ID NEW CONSTRUCTION
DECK ,e
SITE ADDRESS: /2- 2-5-
ADDITION/REMODEL ACCESSORY BUILDING
Et OTHER
ASSESSORS PARCEL NO.:
LEGAL DESCRIPTION:
BUILDING OWNER NAME: j%7, "4 -
NAME: NAME:
i.4���/C
ADDRESS: 7 2_2 _s`
CITY:
STATE:
ZIP:
PHONE:
cur5 3 C., 3
CONTACT NAME: S1/5"71 �y
PHONE:
FAX: CELL:
FAX: CELL:
CONTRACTOR NAME: `yq
MAILING ADDRESS: / 76.6 2 -
g/a0 'et. -
CITY: lzdtC 61/7e7
PHONE: S D ; 4-43 e / C
CONTRACTOR LICENSE No.:
STATE: 1,-/6
FAX: 5 -cc;,. -(0j—S%
EXPIRES: CITY BUSINESS LICENSE NO.:
ZIP: 2476 3
CELL:
DESCRIBE THE SCOPE OF WORK IN DETAIL AND JNDIcATE USE & PROPOSED USE: USE:
s1 -74',-), x Zi / 3 X 516 6/1 4/`a E_—
****YOU MUST COMPLETE THE FOLLOWING****
MARK N/A IF NOT APPLICABLE
Height to Peak:
Dimensions:
3 0)0 f C:
No. of Stories:
!
Total Habitab e
Space: &
Main Floor SQ FT:
2t)c)
Upper Floor S F :
fl.'/f4
Unfinished Basement SQ
FT: /U/j�j
Finished B sem�t SQ
FT: /2%/' "
Garage S FT:
11) 61
Deck/Cov d Patio SQ
FT: • /9
Impervious Surface
Area: 3 J » , I)
fie/"
30% Slopes on
Property: n
No. of edrooms: y»9-
Constru tion Type:
Heat Source: ec}r,c
Sewer or Septic: /tl-
TOTAL COST OF PROJECT: $ / 11 �L%`C
DISCLAIMER
The permitted verifies, acknowledges and agrees by their signature that: 1) if this permit Is for construction or on a dwelling, the dwelling is/will
be served by potable water. 2) Ownership of this City of Spokane Valley permit Inure to the property owner. 3) The signatory is the property
owner or has permission to represent the property owner in this transaction. 4) All construction Is to be done In full compliance with the City of
Spokane Valley Development code. Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) The City of
Spokane Valley permit is not a permit or approval for any violation of federal, state or local laws, codes or ordinances. 6) Plans or additional
information may be required type submitteO.end suy52quently approved before this application can be processed.
Signature
Date: (v~ /3
Updated 1-11-11 Page 1 of 1
http://www.spoka nevalley.org/filestorage/124/938/210/948/1496/Building_Permit_-_Residential_11-11-11.doc
(1_7-5 s. row 2a
WAMBEKE ENGINEERING 2913 East 61st Court
Daniel Wambeke, P. E. Spokane, WA 99223
Telephone: 509-443-6186 • Fax: 509-448-6582 • dwambeke @msn.com
June 15, 2013
Mr. Kyle Hudson
ZIEGLER LUMBER COMPANY
17002 East Sprague Avenue
Spokane Valley, WA 99037
SUBJECT: 30' X 40' X 12' POST FRAME BUILDING FOR MIKE SAVILE, 1225 S. FOX ROAD, SPOKANE, WA
99206 4
Dear Brian:
This post frame building was sold to Mr. Savile for construction on his lot in Spokane Valley using the standard post
frame building plans I have prepared for Ziegler Lumber Company. This building is designed for 40 PSF roof live
(snow) load, 85 MPH wind speed, Exposure B, Seismic Design Category C and 2,000 PSF allowable soil bearing
pressure per the 2009 IBC. The building has 10'0" post spacing and 4:12 roof pitch roof trusses.
I checked this building for the diaphragm design characteristics for which the standard plans were designed. The
front endwall has a 16' x 8' overhead door and a 3' pass door. There is sufficient steel siding on this endwall to
transfer lateral loads on the building roof and walls to the base of the building.
The rear endwall has no openings. There is sufficient steel siding on this endwall to transfer lateral loads on the
building roof and walls to the base of the building.
The left sidewall has no openings. The right sidewall has no openings. Sidewall openings do not change the
diaphragm resistance of the building.
The standard 40 PSF roof live load post frame building plans can be used for construction of this building.
Please contact me if you have any additional questions about the design of this building.
SiTcerely,
Daniel Wambeke, P.E.
Enclosure
DW:dw
I
Designer of Small Structures, Post Frame Buildings, Foundations,
Light Gauge Steel Framing and Grain Storage Systems
SAVILLE
10'-0" I 10'-0" 10'-0"
6x8 18'
6x6 20' 6x6 20'
6x8 18'
6x818' 6x8 18'
TRUSS DIRECT!
6x8 18'
50'-0"
6x8 18'
6x8 18' 6x8 18'
C
ri 6x6 20'
6x8 18'
16X8 OHD
2'-0"
6X6 22' n
30'-0"
4x6 16'
3/0 RH Doc r
6x8 18'
3'-10"
NOTES FOR FLOOR PLAN
51 INTERIOR FRAME WOOD POSTS, SEE
POST SCHEDULE THIS SHEET
GABLE END WALL POSTS - 6" X 6' TYPICAL
DOOR POSTS - 4" X 6" TYPICAL
FOOTING DIMENSIONS, B = 1'-8"; D = 3'-0"
MAXIMUM POST SPACING 12'-0"
S PURLINS @ 24' D.C..BEARING OR
JOIST HANGERS (TYPICAL)
1-
z
W
-J
w
ce
H
L.LI
N H
Z
J -�
W
CL
•
L� ••
X V)
• CL N
N o
W
(/)Q
H
V) 11
Z %
J ~
CY
CL
• o
X
• N
:(1.1
N t�
W
N
SPAN
DOUBLE TRUSSES
W
D
ThnOIBLE TRUSSES
3
SINGLE TRUSS 61
PLAN VIEW
N.T.S.
WAMBEKE ENGINEERING
Daniel Warobeke, P. E. 13 :W*1r c
TNS 309-443-6186 Fix. 509-448-6582 e -n61 dyeAbik$,i r.co,
BUILDING PLAN VIEW
STANDARD POST FRAME BUILDING PLANS
ZIEGLER LUMBER COMPANY
620 EAST HOLLAND
SPOKA E. WA 99218
DRAWN BY DATE
WAMBEKE -24-08 IBC-01.40WA
APPROVED SCALE
NTS
REV.
4
NOTES FOR SECTION A—A
Sl TYPICAL PURLIN, SEE FLOOR
PLAN FOR SIZE
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' 0. C., 12' BAYS
DF—L #2 GIRTS FLAT @ 24' O.C.
0 CONCRETE FOOTING, SEE SCHEDULE
0 EXTEND POST TO TOP OF PURLIN
ROOF FASTENED TO PURLINS WITH
1 1/2' LONG WOODFAST TEKS,
WALLS FASTENED TD
GIRTS WITH 1' LONG
WOODFAST TEKS.
9
SEE . FO❑TING
Itatm DETAIL
B
BUILDING SECTION A - A
N,T,S,
WAMBEKE ENGINEERING
Daniel Wanbeke, P. E. etgkEtl,J1s49
Ted 509-443-6186 raw 509-448-6582 rival dwarbekebwtcoft
STANDARD BUILDING SECTION
STANDARD POST FRAME BUILDING PLANS
ZIEGLER LUMBER COMPANY
620 EAST HOLLAND
SPOKA E. WA 99218
DRAWN BY DATE
WAMBEKE-24-08
APPROVED SCALE IBC-02.4OWA
NTS
REV.
BUILDING SPECIFICATIONS:
GENERAL - ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2009 EDITION OF THE INTERNATIONAL BUILDING CODE
(IBC 2009), AND ALL STATE & LOCAL BUILDING CODES. THESE SPECIFICATIONS AND PLANS ARE INTENDED FOR USE IN 40
PSF LIVE LOAD, 85 MPH WIND SPEED, EXPOSURE B AND SEISMIC DESIGN CATEGORY C.
DESIGN LOADS - ROOF LIVE LOAD = 40 PSF ROOF DEAD LOAD = 5 PSF*
CEILING LIVE LOAD = 0 PSF CEILING DEAD LOAD = 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 BASED ON IBC TABLE 1806.2. LESSER SOIL CONDITIONS WILL REQUIRE REVIEW AND FOOTING SIZE
ADJUSTMENT BY THE ENGINEER.
CONCRETE - MINIMUM 28 DAY COMPRESSIVE STRENGTH F'c = 2,000 pst, 4 SACK MIX FOR FOOTINGS. CAST IN PLACE
CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-08.
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 THE IBC. ALL NAILS INTO PRESERVATIVE 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 (SQ), Fy = 80,0 lot. 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.
ALTERNATE ROOFING & SIDING APPLICATIONS - BUILDING ROOF MAY BE SHEETED WITH 15/32" 0.S.B. BOARD, 1/2" C -DX
PLYWOOD OR OTHER APA RATED SHEETING, NAILED 0 6" 0. C. W/ Bd OR 10d NAILS. FINISH COVERING FOR SHEETED
ROOF MAY BE COMPOSITION ROOFING OVER 30# FELT, OR 29 GAUGE METAL ROOFING OVER 15# FELT. BUILDING MAY BE
SIDED WITH 7/16" O.S.B. BOARD, 1/2" C -DX PLYWOOD, 15/32" T-111 PLYWOOD SIDING OR HARDI-PLANK. LAP SIDING
MAY BE INSTALLED OVER BUILDING WRAP AND WALL SHEETING. SHEETING SHALL BE FASTENED TO GIRTS WITH 8d, NAILS
0 6" 0. C., OR 1 1/2" LONG X 16 GA. STEEL STAPLES 0 6" 0. C. 0 PANEL EDGES do INTERMEDIATE FRAMING.
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 THE STATE OF
WASHINGTON.
TRUSS LOADING: TOP CHORD LIVE LOAD = 40 PSF
TOP CHORD DEAD LOAD = 5 PSF
BOTTOM CHORD DEAD LOAD = 1 PSF
WAMBEKE ENGINEERING
Pan�9��ka &
let War�beke, P, E. War:,
T,t 509-443-6196 Fa* '309-448-0B2 e-"dt.:ataiabaktMstacco
2009 IBC SPECIFICATIONS FOR
TYPICAL POST FRAME BUILDINGS
ZIEGLER LUMBER COMPANY
620 EAST HOLLAND
SPOKA E. WA 9921et,
DRAWN"HY DATE
WAMBEKE —08-10 IBC03-40WA
APPROVED SCALE
NTS
REV.
NOTES FOR FOOTING DETAIL
TREATED POSTS AS SIZED PER SCHEDULE
VIBRATE OR ROD CONCRETE TO OBTAIN
FULL BEARING
0 UNDISTURBED SOIL
m
H
FOOTING DETAIL
N.T.S.
WAMBEKE ENGINEERING
Daniel War�beke, P. E. B"t4ists
TNS 309-443-6186 Fox, 5Q9-449-6382 0-W dreAbokeln*Mon
STANDARD FOOTING DETAILS
STANDARD POST FRAME BUILDING PLANS
ZIEGLER LUMBER COMPANY
620 EAST HOLLAND
SPOKAE. WA 99218
DRAWN BY DATE
WAMBEKE —24-08
APPROVEDSCALE
NTS
18C04
REV.
POST/FOOTING SCHEDULE 30' SPANS, 40 PSF LIVE LOAD
POST
COLUMN
FOOTING
KNEE BRACE
CONCRETE
SPACING
"H"
W X D
"B" DIA.
"T"
REQUIRED
VOLUME, YD3
10'-0"
10'-0" -0
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
8'-0"
-0
10'-0"
12'-0"
14'-0"
16'-0"
18'-0"
20'-0"
22'-0"
r rr
24 -0
6" X 6"
6" 6"
X
6" X 6" W/2" X 6"
6" X 6" W/2" X 6"
6" X 8"27"
6" X 8" W/2" X 6". _
6" X 10"
6" X 10" W/2" X 6"
X
6" 12"
26"
26"
26"
27"
... 27"
27"
27"
27"
3'-0"
3'-0" -0
3'-0"
3'-0"
3'-0"
3'4)"
3'-0"
3'-3"
r n
3 -6
NO
NO
NO
NO
NO
NO
NO
NO
NO
0.41
0.41
0.41
0.44
0.44
0.44
0.44
0.48
0.52
12-0"
12-0"
12-0"12'-0"
12.0"
12-0rr
12-0"
12-0"
12-0"
12-0"
8'-0"
10'-0"
14'-0"
r rr
16 -0
18'-0"
20'-0"
22'-0"
24'-0"
6" X 6"
6" X 6"
6" X 6" W/2" X 6"
6" X 8"
X X
6" 8" W/2" 6"
6" X 10"30"
6" X 10" W/2" X 6'r
6" X 12"
6" X 14"
30"
30"
30"
30"
30"
30"
30"
30"
3'-0"
3'-O"
3'-0"
3'-0"
r
r r
3 -0
3'-0"
3'-2"
3'4"
3'-8"
NO
NO
NO
NO
NO
NO
NO
NO
NO
0.55
0.55
0.55
0.55
0.55
0.55
0.58
0.61
0.64
NOTE:
1. THE NEXT LARGER
2" X 6" LAMINATIONS.
2. ENDWALL POSTS
POSTS UP TO
ENDWALL POSTS
3. FOOTINGS FOR
3'—O" DEEP
FOOTINGS SHALL
4. ABOVE FOOTING
CONCRETE FLOORS
CONCRETE FLOORS,
DEPTH X 4".
SIZE POST MAY BE
SHALL BE 6" X 6" ROUGH
18'—O" WALL HEIGHT. ABOVE
SHALL BE 6" X 8" ROUGH
ENDWALL POSTS SHALL
FOR WALL HEIGHTS TO 16'-0".
BE 24"0 X 3'-4" DEEP.
DESIGNS ARE FOR POST
(CONSTRAINED POSTS).
INCREASE FOOTING
\ ' if
SUBSTITUTED
BE
FRAME
DIAMETER
FOR POSTS WITH
CUT HEM—FIR #2 TREATED
15' WALL HEIGHT,
CUT HEM—FIR #2, POSTS.
A MINIMUM OF 20"O X
ABOVE 16' WALL HEIGHT,
BUILDINGS WITH
IF BUILDINGS WILL NOT
X 2" & FOOTING
WAMBEKE ENGINEERING
�
'1'71D0V9o-belkSoon "+:cor
xf
4. R
�' �o.
Of
5
ieobz
IST I
SSjo ,�
NAI'
FnPd.50E9,-48-SB2e-hpR
POST & FOOTING SIZES
26' TO 32' SPANS — 40 PSF L.L.
STANDARD POST FRAME BUILDING PLANS
ZIEGLER
620 EAST
SPOKA
LUMBER COMPANY
HOLLAND
E. WA 99218
DRAWN BY
WAMBEKE
DATE
—24-08
IBC05-30.40WA
REV,
APPROVED
SCALE
NTS
DETAIL 1 TRUSS COLUMN
CONNECTION, PURLIN SUPPORT
NTS.
NOTES FOR CONNECTION DETAIL
S1 MANUFACTURED TRUSS TOP CHORDS
TRUSS DESIGN BY TRUSS MANUFACTURER
(OPURLIN SUPPORT STRUT 2' X 6' X FULL
DEPTH OF TOP CHORD PLUS PURLIN,
NAIL PURLINS 14/(3) 16d NAILS
®NAIL STRUT TO TOP CHORD V/<3) 16d
NAILS EACH SIDE,
MANUFACTURED TRUSS - NAIL TO EACH
SIDE OF POST WITH 4 - 16d NAILS
ON TOP NAILING BLOCK
® W00D POST, SEE POST/FOOTING SCHEDULE,
® 4 - 10d NAILS
SOLID BLOCKING AT CONNECTION POINTS.
TYP, PURLIN, SEE FLOOR PLAN FOR SIZE
2' X 6' OR 2' X 8' EAVE GIRT
KNEE BRACE, IF REQ'D, SEE POST SCHEDULE
AND DETAIL 2
a2' X 6' X 24' OR 2' X 8' X 24' BLOCK
1 - 3/4' 0 MACHINE BOLT THRU TRUSS T, CHORD
1 - 3/4' 0 MACHINE ULT THRU KNEE BRACE
1 - 3/4' 0 MACHINEBOLT THRU BOLTING BLOCK
2 - 3/4' 0 M. BOLT 2 BOLTING BLOCK - 24' 6 30'
3 - 3/4' 0 M. BOLT B BOLTING BLOCK - 36' 6 40'
4 - 3/4' 0 M. BOLT e BOLTING BLOCK - 50'
5 - 3/4' 0 M. BOLT 2 BOLTING BLOCK - 60'
111 4 - 16d NAILS
ird
PURLIN CONNECTION METHODS'
A). PURLINS MAY BE HUNG
OFF THE TRUSS TOP CHORD
FACES W/ STD,
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.
ON CONNECTION METHODS
'B' AND 'C', TOENAIL
BACK SIDE OF PURLIN
W/Z1) 16d NAIL INTO
EACH TOP CHORD MEMBER
WAMBEKE ENGINEERING
Daniel Warnbeke, P, E.
TO 509-443-6186 Fax. 509-448-6502 •-nail
TRUSS — COLUMN CONNECTION
PURLIN CONNECTION METHODS
STANDAED POST FRAME BUJLDIN PLANS
ZIEGLER LUMBEi COMPANY
620 EAST HOLLAND
SPOKAE. WA 99218
12
DRAWN BY DATE
WAMBEKE —24-08
APPROVED SCALE
NTS
IBC06
REV.
OVERHEAD DOOR
OPENING
SLIDING DOOR
OPENING
/%/V\// /%/A/%//
TYPICAL SIDE ELEVATION
N,T,S,
NOTES FOR SIDE ELEVATI❑N
0 2" X 8" HEADER
0 2" X 10" HEADER FOR 10' & 12' SLIDING DOORS
2" X 8" HEADER FOR 8' & SMALLER SLIDING DOORS
WAMBEKE ENGINEERING
Paniet Warrbeke, P, E,WITl.r9f'4''t
TO 509-443+6186 Fr 509-4411-6588:e—AO 0484.0ele8»z0A
TYPICAL SIDE ELEVATION
STANDARD POST FRAME BUILDING PLANS
ZIEGLER LUMBER COMPANY
620 EAST HOLLAND
SPOKANE. WA 99218
DRAWN BY
WAMBEKE
APPROVED
DATE
—24-08
SCALE
NTS
IBC08
REV.
\�\\ \\�//%/ /
\/\// /V /\ //\/
TYPICAL SIDE ELEVATION
N,T,S,
WAMBEKE ENGINEE2913RIN61Gst�a�r
Daniel War�bek?, P. E, Sookono MA 992891
TO 309-449-6186 Fax' 389-448-6582 a-ndI dttonbtketnsrucon
TYPICAL SIDE ELEVATION
STANDARD POST FRAME BUILDING PLANS
ZIEGLER LIMBER COMPANY
620 EAST HOLLAND
SPOKAE. WA 99218
12
DRAVN:HY DATE
WAMBEKE —24-08
APPROVED SCALE
NTS
IBCO8A
REV.
12
4
20' 0' MAXIMUM
SINGLE OVERHEAD DOOR ❑PTI❑N
FRONT ELEVATION
NOTES FOR FRONT ELEVATION N.T.S.
0 HALF TRUSS DESIGN BY OTHERS
SUPPORT PURLINS @ END TRUSS W/2" X 6"
0 TREATED 2' X 6' BOTTOM GIRT
0 2" X 10' HEADER
S3 2" X 6' GIRTS @ 24" 0.0., 10' BAYS, DF -L #2
2' X 6" GIRTS @ 24° 0,0., 12' BAYS, DF -L #2
0 2" X 8" FACIA BOARDS
SS TREATED WOOD POSTS, SIZED PER SCHEDULE
0 TREATED 2" X 6' BOTTOM GIRT
OR TREATED 2' X 10" BOTTOM GIRT
WAMBEKE ENGINEERING
Daniel War'ibeke, P. E. ooisan: 4roo
til
509-443-6106 Fax 509-440-6502 i- I diaNitk.Mn.coA
FRONT ELEVATION
SINGLE OVERHEAD DOOR OPTION
TYPICAL POST FRAME BUILDINGS
ZIEGLER LUMb R COMPANY
620 EAST HOLLAND
SPOKAE. WA 99218
DRAWN BY DATE
WAMBEKE -24-08
APPROVED SCALE
NTS
IBC09
REV.
11
3068 MANDOOR OPTION
OPENING
OPTIONAL FRONT ELEVATION.
NOTES FOR OPTIONAL FRONT ELEVATIONS
0 HALF TRUSS DESIGN BY OTHERS
0 2' X 10' HEADER UP TO 12' 0" DOORS
2' X 12' HEADER UP TO 20' 0" DOORS
0 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.
(SO 2' X 4' WINDOW JAMB
N.T.S.
WAMBEKE ENGINEERING
Daniel Varobeke, P. WA' Arth t
TO 3P9-443-6186 FAX' D09-448.4382 e-na1 d. bekilroncon
FRONT ELEVATION
PASS DOOR OPTION
TYPICAL POST FRAME BUILDINGS
ZIEGLER LUMBER CON PANY
620 EAST HOLLAND
SPOKA E. WA 99218
DRAWN )Y DATE
WAMBEKE —24-08
APPROVED SCALE IBC 12
NTS
REV,
TYPICAL TRUSS BOTTOM CHORD BRACING
NOTES FOR TRUSS BOTTOM CHORD BRACING
11. GABLE END TRUSS
0 DOUBLE INTERIOR TRUSSES
0 GABLE END POST
54 2' X 4' BOTTOM CHORD BRACING @ 10' 0" 0,C,
S5 2' X 3' BLOCK WITH 4 - 10d
NAILS TO BOTTOM CHORD BRACE
SHEATHING REQUIRMENT$
THE FOLLOWING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED
10 ROOF STEEL 29 GAUGE GRAND—RIB III, 36' WIDTH OR EQUIVALENT
*t FIELD SCREW& #10 x 1 1/2' AT 9. 0.C, (NEXT TO HIGH RIB)
11( 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' 29GAUGE GRAND—RIB III, 36' WIDTH OR EQUIVALENT
w FIELD SCREWS& 4110 x 1 1/2' t3 9' O,C. (NEXT TO HIGH RIB)
tit BASE GIRT, END TRUSS, AND DOOR HEADER SCREWS! #14 x 1 1/2'
@ BOTH SIDES OF EACH MAJOR RIB.
DIAPHRAGM SCREWS
DIAPHRAGMA SCREWS @ ENDWALL g BASE GIRTT ACROSS
ENDWALL DOOR
PURLINSS ON GABLE END TRUSS TOP CHORD,
DI EDR ABOVSCREWS) TYPICAL SCREW PATTERN, EXCEPT AS
STEEL SHEETING SCREW PATTERNS
N,T,S
N.T.S.
WAMBEKE ENGINEERING
Daniel Waribeke, P. E. token., 415t9 3
To 309-443-6106 fax, 609-440-6382 e -A00 dreiib k* sncoe
TRUSS BOTTOM CHORD BRACING & WALL SHEETING
TYPICAL POST FRAME BUILDINGS
ZIEGLER LUMBER COMPANY
620 EAST HOLLAND
SPOKAE. WA 99218
12
DRAWN BY DATE
WAMBEKE —24-08
APPROVED SCALE
NTS
IBC14
REV,
- 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
8 - 1601 NAILS
TREATED POST
2' X 4' BACKER REQ'D @ 48' O.C.
FOR BAYS LARGER THAN 11'
- 16d GALV, NAILS
EACH GIRT
2' X 6' FLAT GIRT @ 24' O. C.
FOR 8', 10' & 11' BAYS
ti
TYPICAL GIRT CONNECTION
GABLE END TRUSS
2' X 6' X 18'
BOLTING BLOCK
2' X 6' X 18'
BOLTING BLOCK
- 16d NAILS
CORNER POST
DETAIL 3
- 16d NAILS
TYP. GABLE END
TRUSS CONNECTION
USE BOLTING BLOCKS BELOW
ALL CORNER COLUMN GIRTS
WAMBEKE ENGINEERING
Danlel Warhbeke, P, E, Ste» 3;t'`95`
TO 399-143-6104 Fara 009-448-6382 e-no0 d04nbeka2roncan
GIRT CONNECTIONS, GABLE END TRUSS
CONNECTION & POST LAMINATION DETAILS
STANDARD POST FRAME BUILDING PLANS
ZIEGLER LUMBER COMPANY
620 EAST HOLLAND
•SPOKA E. WA 99218
DRAWN BY DATE
WAMBEKE —30-08
APPROVED SCALE
NTS
IBC15
REV.