2013, 01-17 Permit App: BLD-2013-0072 Pole BldgSilage
_Valley°
Community Development
Residential Construction
Permit Application
1 C.,11111L
11703 E Spr e Ave, Suite B-3
Spokane V , WA 99206
(509)688-0 FAX: (509)688-0037
www. sp okanevaI I ey. org
1/
PERMIT NUMBER:
4110 PERMIT FEE:
New Construction Accessory Bldg
(l Addition/Remodel Deck
Other:
SITE ADDRESS: 1 ti at) S E. Sc,wwny 5; cit
ASSESSORS PARCEL NO: `1 S a G a • c, 0 3LEGAL DESCRIPTION:
Building Owner:
Name:
Address: 1 1,3 0 V 6- i t ,44/,Au
Name:
Phone: or a a _ `(3 t3 4 " Fax: 9,,,a 4 _ e(G 6,
Contractor Lic No: Exp Date: ` cL�taLLt1C i �3�3�5 �°"�.��'
Address: 1 y a 0 S
E,
S u✓1/4„/ S coke_
City: 5(lo ll.r. ,,,t >J, IA e y
DECK/COV. PATIO SQ. FTG:
State: w A Zip: 950-1.7
Phone:7o - roO(6
CONSTRUCTION TYPE:
Fax:
Contact Person
Name: L+ i•(`v 0, l3 ct.LI e aero-kci
Phone: y .3 S- 3 a l <
43C -3s?7
Describe the scope of work in detail:
i,A
Contractor: 3 u ((do cc -_,,,„4 1C C t O f,S : 1-1
Name:
Address: 1 1,3 0 V 6- i t ,44/,Au
City: .spovim 1.)0,_ 1 / e_ ` State: w ,_ Zip: c{
Phone: or a a _ `(3 t3 4 " Fax: 9,,,a 4 _ e(G 6,
Contractor Lic No: Exp Date: ` cL�taLLt1C i �3�3�5 �°"�.��'
City Business Lic. No: 0 O a. -7 .y 0 ) a 1
Cost of Project: S
30r .)(3-' %<I 4'
(36 I t_ Id (AM
?ronosed Use: Sc/ W cao IA S Vto P
**************The following MUST be complete: (write N/A if not annlicablel*********************
HEIGHT TO PEAK:
d '
DIMENSIONS:
30- >'` 33 n l LI
# OF STORIES:
i
TOTAL HABITABLE SPAC
990
MAIN FLOOR TO SQ.
FTG: 0
2"" FLOOR SQ. FTG:
UNFIN BASEMENT SQ. FTG:
IMPERVIOUS SURFACE
AREA:
FINISHED BASEMENT
SQ. FTG:
GARAGE SQ. FTG:
DECK/COV. PATIO SQ. FTG:
30% SLOPES ON
PROPERTY:
# OF BEDROOMS:
CONSTRUCTION TYPE:
HEAT SOURCE:
SEWER OR SEPTIC?
The permitee verifies, acknowledges and agrees by their signature that: 1) If this permit is for construction of 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) This 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 to be submitted, and subsequently approved beton
this application can be processed.
SIGNATURE:
Method of Payment.
❑ Cash
Bankcard #:
Authorized Signature:
REVISED 2/15/07
0 Check
❑ Mastercard
Expires:
DATE:
0 VISA
VIN#:
,o. Zo73-107Z'
NAME' °cA-Je-- •
ADDRESS.
41( el • e (._.( 6 Pi
1'( c),0 _5 .Ccky v Ct e
LEGAL.
PARCELN- cf
Customer Information 1164 -Ac -1 ,hi' -
CustomerName bpku s; tV i s c.
Address P-1 Dc) S e cc,axik (Jr,
City, State, Zip V't'-u'ctcLte
Building Site
Address
City
O Home Phone
Vyferk Phone
f'°CeO Phone (S `1) 7e) 1 . 60 ( 6
Directions to Site
County
State
Zip
f1
33
1 f 1
,; 3
t
crlv{5TU Cs+
Sacs 4 km.
cid
SC l a .ek
® Use this symbol to mark two (2) corners (one side or one end) of the building.Thest two (2) corners should also be marked at the building site.The building crew will use
these to place the building. Indicate any and all critical alignment issues related to placement of building.
NOTES FOR FLOOR PLAN
0 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 DIMENSIONS, B = 1'-8'; D = 3'-0"
MAXIMUM POST SPACING 12'-0°
0 PURLINS @ 24' ❑.C,, BEARING OR
J❑IST HANGERS (TYPICAL)
Q
p
J
w
J
IL
N
0_
O
2
1-
1.3
z
w
J
w
CKw
N
PSF LIVE LOAD
50 PSF LIVE LOAD
12' TO 60' SPANS
ti
DOUBLE TRUSSES
,NOTE: THESE PLANS DO NOT
ADDRESS OPEN (CANOPY) BUILDINGS.
OTHER VARIATIONS FROM THE PLANS
(ROOF PITCH, LARGER OPENINGS,
MULTIPLE BUILDINGS, ETC. WILL
REQUIRE ACTION BY THE ENGINEER.
@19.2'❑,C,-
D
i—nnIVIBLE TRUSSES
A
SINGLE TRUSS
PLAN VIEW
N.T.S.
WAMBEKE ENGINEERING
panlel Waribeke. P. E. grolg41, V6k't9`
TO 509-443-6196 Fax' 309-448-6392 e-nMchratbekeltraricen
BUILDING PLAN VIEW - 50 PSF LIVE LOAD
STANDARD POST FRAME BUILDING PLANS
BULLDOG CONTRACTORS, INC.
11308 E. 11TH AVENUE
SPOKANE VALLEY. WA 99206
DRAWN BY DATE
WAMBEKE 2-24-08
APPROVED
SCALE
NTS
BULLDOG-IBC01
4
z
J
0
l7
z
2 O
0
LL
W
W
J
W
NOTES FOR SECTION A -A
Sl TYPICAL PURLIN, SEE FLOOR
PLAN FOR SIZE
S2 TRUSS DESIGN BY OTHERS
S3 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
S5 EXTEND POST TO TOP OF PURLIN
ROOF FASTENED TO PURLINS WITH
1 1/2' LONG WOODFAST TEKS.
WALLS FASTENED TO
GIRTS WITH 1' LONG
WOODFAST TEKS.
A
S3
:••
SEE FOOTING
DETAIL '446i
LB
BUILDING SECTION A - A
N.T.S.
WAMBEKE ENGINEERING
Daniel Warobeke, P. E. Tzarv 9m`
TW 509-443-6186 Fax' 509-448-658 e-,aI
STANDARD BUILDING SECTION
STANDARD POST FRAME BUILDING PLANS
BULLDOG CONTRACTORS, INC.
11308 E. 11TH AVENUE
SPOKANE VALLEY. WA 99206
DRAWN DT DATE
WAMBEKE 2-24-08
APPROVED
SCALE
NTS
BULLDOG—IBCO2
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 50 PSF LIVE LOAD, 85 MPH WIND SPEED,
EXPOSURE B AND SEISMIC DESIGN CATEGORY C.
DESIGN LOADS — ROOF LIVE LOAD = 50 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 psi, 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 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.
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 6" 0. C. W/ 8d
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.
PANEL EDGES & 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 = 50 PSF
TOP CHORD DEAD LOAD = 5 PSF
BOTTOM CHORD DEAD LOAD = 1 PSF
WAMBEKE ENGINEERING
Daniel Wanbeke, P. E. +e, vAst
99223
TO 509-443-6186 Foxe 309-448-6392 a-noR dwbeke6nn.con
SPECIFICATIONS FOR
TYPICAL POST FRAME BUILDINGS
BULLDOG CONTRACTORS, INC.
11308 E. 11TH AVENUE
SPOKAE VALLEY. WA 99206
16
DRAWN BY DATE
WAMBEKE —29-10
APPROVED SCALE BULLDOG—IBC03
NTS
REV.
NOTES FOR FOOTING DETAIL
TREATED POSTS AS SIZED PER SCHEDULE
VIBRATE OR ROD CONCRETE TO OBTAIN
FULL BEARING
UNDISTURBED SOIL
FOOTING DETAIL
N.T.S.
WAMBEKE ENGINEERING
Daniel Varibeke, P. E. 3 E°'tv`rrte`
TO 509-443-6186 RUC 509-448-6382 e-rwlANAbelcsertsrucon
STANDARD FOOTING DETAILS
STANDARD POST FRAME BUILDING PLANS
BULLDOG CONTRACTORS, INC.
11308 E. 11TH AVENUE
SPOKANE VALLEY. WA 99206
DRAWN BY DATE
WAMBEKE 2-24-08 BULLDOG—IBC04
APPROVED
SCALE
NTS
REV.
POST/FOOTING SCHEDULE 30' SPANS, 50 PSF LIVE LOAD
POST
COLUMN
FOOTING
KNEE BRACE
CONCRETE
SPACING
"H"
W X D
"B" DIA.
"T"
REQUIRED
VOLUME, YD
10'-0"
8'-0"
6" X 6"
2'-6"
3'_0"
ZZZZZZZZZ
000000000
0.55
0.55
10'-0"
12'-0"
6,. X 6" W/2" X 6"
2'-6"
3'-0"
0.55
10-0 �
14-0 ,.
6" 6" 6"
X W/2 X
2-6 ��
��
3
0.55
10'-0"
16'-0"
6" X 8.,
2'-6"
3'-0"
0.55
10'-0"18'-0"
6" X 8" W/2" X 6"
2'-6"
3'-0"
0.55
10-0�� _
20-0 ��
6 X 10"
2'-6"3-0
,�
0.55
10'-0"22'-0"
6" X 10" W/2" X 6"
2'-6"
3'-2"
0.58
10'-0"_.
24'-0"
6" X 12"
2'-6"
3'-3"
0.59
12'-0"
8'-0"
6" X 6"
2'-8"
` 3'-0"
NO
0.62
12-0"
10'-0"
6" X 6..
2'-8"
3'_0"
NO
0.62
12-0"
12'-0"
6" X 6" W/2" X 6"
2'-8"
3'-0"
NO
0.62
12-0"
14'-0"
6" X 8"
2'-8"
3'-0"
NO
0.62
12-0"
16'-0"
6" X 8'W/2" X 6"
2'-8"
3'_0"
NO
0.62
12-0"
18'-0"
6" X 10"
2'-8"
3'-0"
NO
0.62
12-0"
20'-0"
6" X 10" W/2" X 6"
2'-8"
3'_0"
NO
0.62
12-0"
22'-0"6 X 12"
2'-8"
3'-3"
YES
0.68
12-0"
24%0"
16" X 12"2'-8"
3'-6"
NO
0.73
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 15'-0" WALL HEIGHT. ABOVE 15' 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 20"0 X
3'—O" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT,
FOOTINGS SHALL BE 24"0 X 3'-4" DEEP.
4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH
CONCRETE FLOORS (CONSTRAINED POSTS). IF BUILDINGS WILL NOT
CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING
DEPTH X 4".
1�LiirMipWAMBEKE
ENGINEERING
og R
„'�
spoor*, \Ast9iMt
DnnleT, W5o9-44496
meq,
�Fe 50E9-448-6592 e-
"�
POST & FOOTING SIZES
. +
26' TO 32' SPANS — 50 PSF L.L
STANDARD POST FRAME BUILDING PLANS
BULLDOG CONTRACTORS, INC.
11308 E. 11TH AVENUE
ssI�ieo
NA
SPOKANE��ALLEY. WA 99206
DRAWN
REV.
WAMBEKE
2-24-08
BULLDOG—IBC05-30
APPROVED
SCALE
NTS
PURLIN CONNECTION METH❑IJS1
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/C3) 16dNAILS,
ON CONNECTION METHODS
'B' AND 'C', TOENAIL
BACK SIDE OF PURLIN
W/(1) 16d NAIL INT❑
EACH TOP CHORD MEMBER
l�•
PURLIN C
,C11111111111111111111111111r ; `IN0ON CTi.-
v
PUR
"1101) TYZerlo
UR
N
0
0
DETAIL 1 - TRUSS COLUMN
CONNECTION, PURLIN SUPPORT
N.T.S.
NOTES FOR CONNECTION DETAIL
S1 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 14/(3) 16d
NAILS EACH SIDE.
S4 MANUFACTURED TRUSS. NOTCH POSTS
1-1/2' EACH SIDE TO PROVIDE TRUSS SEAT.
SS WOOD POST, SEE POST/FOOTING SCHEDULE.
S6 4 - 40d 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
05 )4 - 16d NAILS OR 3/4'0 M. BOLT
WAMBEKE ENGINEERING
�q��
Daniel Wanbeke, P. E. War VA 99223
TO 309-443-6186 Fax 709-448-6382 e-ndl dranbekarvin.con
TRUSS - COLUMN CONNECTION
PURLIN CONNECTION METHODS
STANDARD POST FRAME BUILDING PLANS
BULLDOG CONTRACTORS, INC.
11308 E. 11TH AVENUE
SPOKAE Vitt t FY_ WA 99906
12
DRAWN BY DATE
WAMBEKE -24-08
APPROVED SCALE
NTS
BULLDOG -18C06
REV.
TYPICAL SIDE ELEVATION
N.T.S.
WAMBEKE ENGINEERING
13 EA WA
Danlet Wanbeke, P. E. 29 9
Tel, S09-443-6186 Fax, 509-448-6582 e-noR dvanbekelbisrtcon
TYPICAL PLAIN SIDE ELEVATION
STANDARD POST FRAME BUILDING PLANS
BULLDOG CONTRACTORS, INC.
11308 E. 11TH AVENUE
SPOKANE VALLEY. WA 99206
DRAWN BY DATE
WAMBEKE r-24-08
APPROVED SCALE
NTS
BULLDOG—IBC08
REV.
440
12
r '/moi
14
1
1
1
1 1
1 1
1
1
20' 0' MAXIMUM
SINGLE OVERHEAD DDDR OPTION
FRONT ELEVATION
N.T.S.
NOTES FOR FRONT ELEVATI❑N
Si HALF TRUSS DESIGN BY OTHERS
SUPPORT PURLINS @ END TRUSS W/2' X 6'
OR 2' X 8' STD J❑IST HANGERS,
LOWER TRUSS FOR END OVERHANG, IF REQ'D
0 2' X 10' HEADER
0 2' X 6' GIRTS @ 24' ❑.C., 10' BAYS, DF -L #2
2' X 6' GIRTS @ 24' O,C., 12' BAYS, DF -L #2
0 2' X 8' FACIA BOARDS
S5 TREATED WOOD POSTS, SIZED PER SCHEDULE
0 TREATED 2' X 6' BOTTOM GIRT
OR TREATED 2' X 10' BOTTOM GIRT
WAMBEKE ENGINEERING
Daniel WaMbeke, P. E.v9
Te1i 509-443-6186 Fax' 509-448-6582 e-naA deanbekeensncon
FRONT ELEVATION
SINGLE OVERHEAD DOOR OPTION
TYPICAL POST FRAME BUILDINGS
BULLDOG CONTRACTORS, INC.
11308 E. 11TH AVENUE
SPOKANE VALL;Y. WA 99206
DRAWN BY DATE
WAMBEKE 2-24-08
APPROVED
SCALE
NTS
BULLDOG -MOB
REV.
N-D❑OR
3068 MANDOOR ❑PTI❑N g OPENING
LA
OPTIONAL FRONT ELEVATION
N.T.S.
NOTES FOR OPTIONAL FRONT ELEVATIONS
HALF TRUSS DESIGN BY OTHERS
2' X 6° HEADER
4' X 6' DOOR POST - 8' THRU 14'
WALL HEIGHT W/ 28 X 6" FACER.
6' X 6' DOOR POST - 16° & 18'
WALL HEIGHT W/ 2° X 8° FACER.
0
WAMBEKE ENGINEERING
Daniel Warnbeke, P. E. 29 vn1st in t
TO 509-443-6186 Fax, 509-448-6588 moll dwronbela8
FRONT ELEVATION
PASS DOOR OPTION
TYPICAL POST FRAME BUILDINGS
BULLDOG CONTRACTORS, INC.
11308 E. 11TH AVENUE
SPOKAE VALLEY. WA 99206
12
DRAWN BY DATE
WAMBEKE —24-08
APPROVED SCALE
NTS
BULLDOG—IBC 12
ALTERNATE TRUSS WEB BRACING SYSTEM
INTERIOR OR GABLE END TRUSSES
Od NAILS @ 6' D.C.
' X6'OR2'X8'
L -BRACE
Od NAILS @ 6' O.C.
' X4'
L -BRACE
TRUSS WEB MEMBER TRUSS WEB MEMBER
SECTION B -B
SECTION B -B
AT INTERIOR TRUSSES AT GABLE END TRUSS
NOTE:
TRUSS DIAGRAMS WILL OFTEN REQUIRE WEB MEMBER BRACING, WHICH IS SHOWN ON TRUSSDRAWINGS AS
THE METHOD OF TRUSS WEB BRACING SHOWN ABOVE REPLACES 1' X 4' OR 2' X 4' WEBMEMBER BRACING.
FOLLOW THESE INSTRUCTI❑NS FOR ALL WEB MEMBER BRACING TO REPLACE 'RAT -RUN' WEB
WAMBEKE ENGINEERING
�
Daniel Wambeke, P. E. r.,.r3 ,eEe`tW 9
TW 509-443-6186 nun 309-448-6582 e-nWK dwaribekorlywn.con
TRUSS WEB MEMBER BRACING ALTERNATIVE
TYPICAL POST FRAME BUILDINGS
BULLDOG CONTRACTORS, INC.
11308 E. 11TH AVENUE
SPOKAE VALLEY. WA 99206
12
DRAWN BY DATE
WAMBEKE -24-08
APPROVED SCALE
NTS
BULLDOG-IBC16
24' TO 48' _ `'�
OVERHANG
,/-
,f -
LOWER
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
I ' X _' FASCIA
BOARD
2' X ' BLOCKING
AS REQUIRED
GABLE END TRUSS
SECTION @ OVERHANG
WAMBEKE
Fan ENGINEERING
airEs,6"91a6
tDnie30W'arbe, P.50E9-4484482
mon
GABLE END OVERHANG
POST FRAME BUILDINGS
bULLUUI7 LUN I KAL I UKJ, INC..
11308 E. 11TH AVENUE
SPOKANE VALLEY. WA 99206
DRAWN DT DATE
WAMBEKE —24-08
APPROVED SCALE
• . 1•-O,
GABLE.OVERHANG
NU 1 ES h Uhf GUNNEL [IUN DE FAIL
S1 MANUFACTURED TRUSS TOP CHORDS
TRUSS DESIGN BY TRUSS MANUFACTURER
0 PURLIN SUPPORT STRUT 2' X 'T' X FULL
DEPTH OF TOP CHORD PLUS PURLIN.
NAIL PURLINS W/(3) 16d NAILS
0 NAIL STRUT TO TOP CHORD W/(3) 16d
NAILS EACH SIDE.
0 MANUFACTURED TRUSS
NOTCH POSTS 1-1/2' EACH SIDE TO
PROVIDE TRUSS SEAT.
S5 WOOD POST, SEE POST/FOOTING SCHEDULE.
S6 (4) 40d SPIKES IN PRE -DRILLED
3/16' DIA. PILOT HOLES, EACH SIDE
SOLID BLOCKING AT CONNECTION POINTS.
TYP. PURLIN, SEE FLOOR PLAN FOR SIZE
2' X 6' OR 2' X 8' EAVE GIRT
02' X 6' OR 2' X 8' OVERHANG PURLIN
2' X 6' OR 2' X 8' JACK RAFTERS
NAIL TO TRUSS CHORDS WITH (2) 16D NAILS
@ 6' O. C. AND TOENAIL TO FIRST
PURLIN,
03)
m
m
PURLIN CONNECTION METHODS=
A), PURLINS ARE TO BE HUNG
OFF THE TRUSS TOP CHORD
FACES W/ STANDARD
SIMPSON JOIST HANGERS
OR EQUIVALENT.
DETAIL 1 - TRUSS COLUMN CONNECTION,
PURLIN SUPPORT & EAVE OVERHANG
N.T.S.
WAMBEKE ENGINEERING
2913 ! 61st
Panlel Wambeke, P. E. Sbolmne. VA 99223
TsI 509-443-6186 Fsw 509-448-6382 s -rot etasnbtkellown.con
EAVE OVERHANG FOR
POST FRAME BUILDINGS
3ULL000 LUN I KAC I URS, INC.
11308 E. 11TH AVENUE
SPOKAF VAI I Y. WA 99206
DRAWN BY DATE
24-0
APPROVED
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