2006, 05-10 Permit App: 06001740 RV Storage Project Number: 06001740 Inv: 1 Application Date: 5/10/2006 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project In formation:
.,culimaa mr,ss�; aa.:- _. ..w ;-sa«,++, ,...u.cra saes sm nuv:, ar+a qua ard, _ ,✓uU.�:a6 ra-.name; r .�r:.. .,*k
Permit Use: 24 x 24 RV STORAGE Contact: ZIEGLER LUMBER
Address: 620 E HOLLAND
C-S-Z: SPOKANE,WA 99218
Setbacks:Front Left: Right: Rear: Phone: (509)467-4958
Group Name:
Project Name:
Site Information:
Plat Key: 002699 Name: UNIVERSITY PLACE REPLAT BLK 25 District: E
Parcel Number: 45204.2112 Block: Lot:
SiteAddress: 10602 E 13TH AVE Owner:Name: QUICK,CHRISTOPHER S
Address: 10602 E 13TH AVE
Location::SPO SPOKANE,WA 99206-
Zoning: UR-3.5 Urban Residential 3.5
Water District: Hold: ❑
Area: 7,100 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 1
Review Information: w�ai , a« , �i .r „�..�Tr„ . a� ii,.� rr i�
Review
Building Plan ReviewRlease �," -0111 -
Originally Released: 5/10/2006 By: TMELBOU
Landuse/Zoning/HE Conditions ' elen
4.4
Originally Released: 5/10/2006 By: CJJANSSE
Sewer Review Released
1999
Originally Released: 5/10/2006 By: amblake
Operator: AMB Printed By: AMB Print Date: 5/10/2006
Project Number: 06001740 Inv: 1 Application Date: 5/9/2006 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Permit Use: 24 x 24 RV STORAGE Contact: ZIEGLER LUMBER
Address: 620 E HOLLAND
C-S-Z: SPOKANE,WA 99218
Setbacks:Front Left: Right: Rear: Phone: (509)467-4958
Group Name:
Project Name:
Site Information: : _
�:w,..: ..: .110 :.:sem .
Plat Key: 002699 Name: UNIVERSITY PLACE REPLAT BLK 25 District: E
Parcel Number: 45204.2112 Block: Lot:
SiteAddress: 10602 E 13TH AVE Owner:Name: QUICK,CHRISTOPHER S
Address: 10602 E 13TH AVE
Location::SPO SPOKANE,WA 99206-
Zoning: UR-3.5 Urban Residential 3.5
Water District: Hold: ❑
Area: 7,100 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 1
evaew Information:
Review
Building Plan Review
Landuse/Zoning/HE Conditions
t A IL6 �i _► .('- -OEM LWAI ' TA ►�'
Sewer Review ��
Permits:
Building Permit
Contractor: ZIEGLER LUMBER COMPANY Firm: ZIEGLER LUMBER COMPANY
Address: 4220 N MARKET ST Phone: (509)489-8760
SPOKANE,WA 99207
Operator: AMB Printed By: AMB Print Date: 5/9/2006
Project Number: 06001740 Inv: 1 Application Date: 5/10/2006 Page 2 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Building Permit
Contractor: ZIEGLER LUMBER COMPANY Firm: ZIEGLER LUMBER COMPANY
Address: 4220 N MARKET ST Phone: (509)489-8760
SPOKANE,WA 99207
This Application: Total Project:
Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation
GAR WOOD U-1 VB owner 0 $8,400.00 0 $8,400.00
Totals: 0 $8,400.00 0 $8,400.00
Item Description Units Unit Desc Fee Amount
RESIDENTIAL PERMIT FEE 1 SELECT $167.25
ACCESSORY PLANS REVIEW 1 SELECT $41.81
WSBC SURCHARGE 1 SELECT $4.50
Permit Total Fees: $213.56
Payment Summary•
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $213.56 $213.56 $0.00 $213.56
$213.56 $213.56 $0.00 $213.56
Disclaimer:
Submittal of this application certifies the owner(or person(s)authorized by the owner)has both examined and finds the information
contained within to be true and correct,and agrees that all provisions of laws and/or regulations governing this type of work will be
complied with. Subsequent issuance of a permit shall not be construed to be a permit for,or an approval of,any violation of any of
the provisions of the code or of any other state or local laws or ordinances.
Signature:
Operator: AMB Printed By: AMB Print Date: 5/10/2006
Permit Lenter
Spokane 11707 E Sprague Ave,Suite 106 PERMIT NUMBER: 1 790
40 -Valley Spokane Valley,WA 99206 PERMIT FEE:
., (509)688'Alt. ": 509}688-0037
Community Development www.s" _= v I , f I vy . f
i 1 e U 1!
Residential Construct' MAY 0 8` 6-8(7 Construction Accessory Bldg
Permit Application n ❑ dition/Remodel Deck
CUJ [IIL. 0flEll r:
SITE ADDRESS j0 6,o2 1 /3I
ASSESSORS PARCEL NO: LEGAL DESCRIPTION:
-Building Ower ' - ntra --_ . .-v --., __.._r.-
`O // ctor ; R. ..
Name : ii CSC Name: z /R6L s Li,N.d-e'c f ), L4,r.)V
Address: AXi lAddress: 6z0 5 - ,1iollaulJ OE�Ji.�E
%DGOZ- 8 /3rh
City: u./Uall,7c State bt Zip:gy2a<i City: alrok-c State:f../h-- Zip aq 2-/fit
Phone: Fax: Phone: Fax:
,5-09 417/c17 e z-
Contractor Lic No: Exp Date:
_CaIl ac er$ou fy.=:--,42.11-",:".-F-,-....-1-,. T§ - t,_u y City Business Lic.No: •
Name:
Phone:
Describe the scope of work in detail: Cost of Project: $ Q4'
**************The following MUST be complete: (write N/A if not applicable)**********************
HEIGHT TO PEAK: DIMENSIONS: y)(Z`/ #OF STORIES:� TOTAL H !T -ABLE SPACE:
MAIN FLOOR TO SQ. 2""FLOOR SQ. FTG: 7 UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE
FTG: S./ttl A)A1- N/ AREA: A/A
FINISHED BASE ENT GARAGE SQ. G: DECK/COV. PATIO SQ. FTG: 30%SLOPES ON /
SQ. FTG: k..1 /�/ FTjV/ PROPERTY: N
#OF BEDROOM : CONSTRUCTION TYPE: HEAT SOURCE: SEWER OR SEPTIC?
/:iok)t" p o/-c il>o/u c S'e w J<
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 before
this application can be processed.
Signature Date
Method of Payment:
0 Cash Check 0 Mastercard 0 VISA
Bankcard#: Expires: VIN#:
Authorized Signature:
REVISED 825/2005
Sioi ? •
4.00010\74ailey .
117Ci7 E Sprague Ave Suite 106 + Spokane Valley WA 99206
509.921.1000 ♦ Fac 509.921.1008 ♦ cityhalt@spokanevaltey.Drg
Residential Plan Submittal Minimums
❑ Completed Building & Mechanical application with: Accurate address, Parcel
Number and/or Legal Description, description of work, owner and contractor
information, signature, and date.
o Two sets of plans including Site Plan, elevations, floor plans,foundation plans
With details, roof plan,framing plans & details.
❑ Show the height of any proposed buildings or accessory structures.
D Floor plan for each floor. Dimension to scale (minimum 1/81 and label each .
Room (including sq. footage of house and garage on plans) Show each
level of existing house and square footage of any additions.
o All braced wall panel types: show locations and details of installation, including
engineered design.
O Egress windows: Provide at least one window or exterior door approved for
Emergency escape or rescue from a basement and in every room for sleeping.
❑ Smoke detector locations
❑ 22"X 30' attic access location .
D 18' X 24' crawl space access:
❑
One-hour separation detail: between house and garage .
❑ Floor framing details: Joist type, size, spacing and installation details
❑ Roof framing plan and details
❑ Furnace and hot water heater location.
•
. ❑ All header locations: type, size, and connections
❑ Foundation plan
•
0 Insulation information
it
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PURLIN CONNECTION METHODS
A). PURLINS MAY BE HUNG
NOTES FOR FLOOR PLAN .OFF THE TRUSS TOP CHORD
INTERIOR FRAME WOOD POSTS, SEE FACES W/ STD,
POST SCHEDULE THIS SHEET SIMPSON JOIST HANGERS
GABLE WALL POSTS - 6' X 6' TYPICAL OR EQUAL,
DOOR POSTS - 4' X 6' TYPICAL B). PURLINS MAY BE
FOOTING DIMENSIONS, B + V 8'1 D = 3' 0' BUTTED AND NAILED
MAXIMUM POST SPACING 12' 0' W/(2) 16d NAILS
Q INTO EACH PURLIN,
(TYPICAL)
PURLINS @ 24' BEARING OR C), PURLINS MAY BE S8
JOIST HANGERS (TYPICAL) LAPPED ANDNAILED
W/(3) 16dNAILS, SO 2'
2: LJ SPANS 12' TO 60' Algr� �6"
ON CONNECTION METHODS
P
w 'B' AND 'C', TOENAIL
BACK SIDE OF PURLIN S8
J a DOUBLE TRUSSES W/0) 16d NAIL INT❑
0 y - - EACH TOP CHORD MEMBER
Va
F_I
IS
J
C3
U
LO J
Z- q
I- W
O =
0 (J
I� 0
W
W
C6
I SINGLE TRUSS
PLAN VIEW
N.T.S.
12
4r
NOTES FOR SECTION A -A
Si TYPICAL PURLIN, SEE FLOOR
PLAN FOR SIZE
SO TRUSS DESIGN BY OTHERS
S3 2' X 6' @ 24' O.C., 10' BAYS
2' X 6' @ 24' O.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 V LONG
WOODFAST TEKS.
BUILDING SECTION A -A
S.
SINGLE OVERHEAD DOOR ❑PTI❑N
FRONT ELEVATION
NOTES FOR FRONT ELEVATION N.T.S.
Sg HALF TRUSS DESIGN BY OTHERS
SUPPORT PURLINS @ END TRUSS W/2' X 6'
S6 TREATED 2' X 6' BOTTOM GIRT
S2 2' X 10' HEADER
S3 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 B❑ARDS
S5 TREATED WOOD POSTS, SIZED PER SCHEDULE
S6 TREATED 2' X 6'. BOTTOM GIRT
OR TREATED 2' X 10' BOTTOM GIRT
$2
10
S4 -�
YAq
i
i
DETAIL 1 - TRUSS COLUMN
CONNECTION, PURLIN SUPPORT
N.T.S.
NOTES FOR FOOTING DETAIL
aSi TREATED POSTS AS SIZED PER SCHEDULE
2 VIBRATE OR ROD CONCRETE TO OBTAIN
FULL BEARING
@3 UNDISTURBED SOIL
FOOTING DETAIL
N.T.S.
TREATED POST 4 - 16d GALV, NAILS
EACH GIRT
6. OR 2'X8'
(FLAT)
TYPICAL GIRT CONNECTION
GABLE END TRUS
8 - 16d NAIL'S
e
ee
e
e e
2' X 6' X 18' e a
BOLTING BLOCK
e e
e e
e e
e e
8 - 16d NAI
CORNER POST
S1
MANUFACTURED TRUSS TOP CHORDS
BRACING, WHICH IS SHOWN ON TRUSS DRAWINGS AS
THE METHOD OF TRUSS WEB BRACING SHOWN ABOVE
TRUSS DESIGN BY TRUSS MANUFACTURER .
O
� C3
JG7
Od NAILS @ 6' ❑.C,
' X 6' OR 2' X 8'
�_J�_1
X 4'
=a
aw
NAIL PURLINS W/<3) 16d NAILS
PURLIN
MCTyrlb NgeCrIgN
S3
Q_w
a_
SECTION B -B
NAILS EACH SIDE.
0 oZo
�>
MANUFACTURED TRUSS - NAIL TO EACH
o
-i
-1 o
y
q
I
I
X C o
'+
X I
N-,
x00 J
0
W d
W 6- .L.
fU
S❑LID BLOCKING AT CONNECTION PIIINTS,
IN
Se
TYP. PURLIN, SEE FLOOR PLAN FOR SIZE
a
.
2'X6'OR2'X8'EAVEGIRT
DIAPHRAGM SCREWS
10
��
D
ON ROOF
AND DETAIL 2
NIITEKD ABOVE REWS) TYPICAL SCREW PATTERN, EXCEPT AS
11
OU
DBLE TRUSSES
-4-
1 - 3/4' 0 MACHINE BOLT THRU TRUSS T, CHORD
1 - 3/4' 0 MACHINE BOLT THRU KNEE BRACE
1 - 3/4' D MACHINE BOLT THRU BOLTING BLOCK
_ �
_j
�d A
3 - 3/4' 0 M. BOLT @ BOLTING BLOCK - 36' & 4
M
Of
ire 1
Q. l
IL I
n=1
Q 4 - 16d NAILS
I.
.ID
�o
D�,
�o"
I
C] I
CI
(UN r+
wN
..CU
CU
,w„�
h(m
w(11
IA
Va
F_I
IS
J
C3
U
LO J
Z- q
I- W
O =
0 (J
I� 0
W
W
C6
I SINGLE TRUSS
PLAN VIEW
N.T.S.
12
4r
NOTES FOR SECTION A -A
Si TYPICAL PURLIN, SEE FLOOR
PLAN FOR SIZE
SO TRUSS DESIGN BY OTHERS
S3 2' X 6' @ 24' O.C., 10' BAYS
2' X 6' @ 24' O.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 V LONG
WOODFAST TEKS.
BUILDING SECTION A -A
S.
SINGLE OVERHEAD DOOR ❑PTI❑N
FRONT ELEVATION
NOTES FOR FRONT ELEVATION N.T.S.
Sg HALF TRUSS DESIGN BY OTHERS
SUPPORT PURLINS @ END TRUSS W/2' X 6'
S6 TREATED 2' X 6' BOTTOM GIRT
S2 2' X 10' HEADER
S3 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 B❑ARDS
S5 TREATED WOOD POSTS, SIZED PER SCHEDULE
S6 TREATED 2' X 6'. BOTTOM GIRT
OR TREATED 2' X 10' BOTTOM GIRT
$2
10
S4 -�
YAq
i
i
DETAIL 1 - TRUSS COLUMN
CONNECTION, PURLIN SUPPORT
N.T.S.
NOTES FOR FOOTING DETAIL
aSi TREATED POSTS AS SIZED PER SCHEDULE
2 VIBRATE OR ROD CONCRETE TO OBTAIN
FULL BEARING
@3 UNDISTURBED SOIL
FOOTING DETAIL
N.T.S.
TREATED POST 4 - 16d GALV, NAILS
EACH GIRT
6. OR 2'X8'
(FLAT)
TYPICAL GIRT CONNECTION
GABLE END TRUS
8 - 16d NAIL'S
e
ee
e
e e
2' X 6' X 18' e a
BOLTING BLOCK
e e
e e
e e
e e
8 - 16d NAI
CORNER POST
DOUBLE OVERHEAD DOOR OPTION
OPTIONAL FRONT ELEVATION
N.T.S.
SINGLE SLIDING DOOR OPTION
OPTIONAL FRONT ELEVATION
N.T.S.
OPTIONAL FRONT ELEVATION
N.T.S.
i i S5 e e
8 - 16d NAILS
TYPICAL TRUSS BOTTOM. CHORD BRACING BOLTING BLOCK e
NOTES FOR TRUSS BOTTOM CHORD BRACING N.T.S.
SS GABLE END TRUSS DETAIL 3
S2 DOUBLE INTERIOR TRUSSES TTYP, GABLE RUSS CONNECTION
s3 GABLE END POST USE BOLTING BLOCKS BELOW
S4 2' X 4' BOTTOM CHORD BRACING @ 10' 0' O,C, ALL CORNER COLUMN GIRTS
SS 2' X 3' BLOCK WITH 4 - lOd
NAILS TO BOTTOM CHORD BRACE
SPLIT SLIDER DOOR OPTION
OPTIONAL FRONT ELEVATION
NOTES FOR OPTIONAL FRONT ELEVATIONS N.T.S.
Si HALF TRUSS DESIGN BY OTHERS
S2 2' X 10' FIEADER 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
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
G ..
DETAIL 2 - KNEE BRACE
NOTES FOR DETAIL 2- KNEEBRACE
Sl TRUSS TOP CHORD, DESIGN BY OTHERS
S2 TRUSS BOTTOM CHORD, DESIGN BY OTHERS
S3 2' X 6' KNEE BRACE
2WOOD POST, SEE P❑ST/FOOTING SCHEDULE
S5 3/4' DIA, BOLT
9 2' X 6' OR 2' X 8' TRUSS SEAT EACH SIDE
OF POST @ EACH KNEE BRACE CONNECTION
S7 NAIL KNEE BRACE TO POST WITH
4 - 16d NAILS
S8 NAIL BOLTING BLOCK TO POST
BRACE WITH 8 - 16d NAILS
S9 4 - 10d NAILS
NOTES
KNEE BRACE REQUIRED WHERE
SHOWN ON P❑ST/FOOTING SCHEDULE,
BRACE NOT REQUIRED AT GABLE END TRUSSES,
TYPICAL SIDE ELEVATION
TES FOR SIDE ELEVATION
)2' X 8' HEADER
)2' X 10' HEADER FOR 10' & 12'
SLIDING DOORS
2' X 8' HEADER FOR 8' & SMALLER
SLIDING DOORS
TRUSS ■ BRACING
INTERIOR
•■ , ■ GABLE , TRUSSEI
NOTES FOR TRUSS WEB BRACING:
S1
MANUFACTURED TRUSS TOP CHORDS
BRACING, WHICH IS SHOWN ON TRUSS DRAWINGS AS
THE METHOD OF TRUSS WEB BRACING SHOWN ABOVE
TRUSS DESIGN BY TRUSS MANUFACTURER .
FOLLOW THESE INSTRUCTIONS FOR ALL WEB MEMBER
(SD
PURLIN SUPPORT STRUT 2' X 6' X FULL
Od NAILS @ 6' ❑.C,
' X 6' OR 2' X 8'
DEPTH OF TOP CHORD PLUS PURLIN,
X 4'
L -BRACE
NAIL PURLINS W/<3) 16d NAILS
PURLIN
MCTyrlb NgeCrIgN
S3
NAIL STRUT TO TOP CHORD W/(3) 16d
•
SECTION B -B
NAILS EACH SIDE.
S4
MANUFACTURED TRUSS - NAIL TO EACH
r ROOF STEEL, 29 GAUGE GRAND -RIB III, 36' WIDTH DR EQUIVALENT
SIDE OF POST WITH 4 - 16d NAILS
■ FIELD SCREWS, #10 x 1 1/2' AT 9. O.C. (NEXT TO HIGH RIB).
r EAVE AND RIDGE PURLIN SCREWS, 014 xl 1/2' AT BOTH SIDES OF
ON TOP NAILING BLOCK
SS
WOOD POST, SEE POST/FOOTING SCHEDULE,
0
4 - 10d NAILS
S7
S❑LID BLOCKING AT CONNECTION PIIINTS,
IN
Se
TYP. PURLIN, SEE FLOOR PLAN FOR SIZE
5
2'X6'OR2'X8'EAVEGIRT
DIAPHRAGM SCREWS
10
KNEE BRACE, IF REQ'D. SEE POST SCHEDULE
ON ROOF
AND DETAIL 2
NIITEKD ABOVE REWS) TYPICAL SCREW PATTERN, EXCEPT AS
11
2' X 6' X 24' OR 2' X 8' X 24' BLOCK
1®
1 - 3/4' 0 MACHINE BOLT THRU TRUSS T, CHORD
1 - 3/4' 0 MACHINE BOLT THRU KNEE BRACE
1 - 3/4' D MACHINE BOLT THRU BOLTING BLOCK
2 - 3/4' 4 M, BOLT @ BOLTING BLOCK - 24' & 3
3 - 3/4' 0 M. BOLT @ BOLTING BLOCK - 36' & 4
4 - 3/4' 0 M. BOLT @ BOLTING BLOCK - 50'
5 - 3/4. 4 M. BOLT @ BOLTING BLOCK - 60'
41 12
Q 4 - 16d NAILS
I.
DOUBLE OVERHEAD DOOR OPTION
OPTIONAL FRONT ELEVATION
N.T.S.
SINGLE SLIDING DOOR OPTION
OPTIONAL FRONT ELEVATION
N.T.S.
OPTIONAL FRONT ELEVATION
N.T.S.
i i S5 e e
8 - 16d NAILS
TYPICAL TRUSS BOTTOM. CHORD BRACING BOLTING BLOCK e
NOTES FOR TRUSS BOTTOM CHORD BRACING N.T.S.
SS GABLE END TRUSS DETAIL 3
S2 DOUBLE INTERIOR TRUSSES TTYP, GABLE RUSS CONNECTION
s3 GABLE END POST USE BOLTING BLOCKS BELOW
S4 2' X 4' BOTTOM CHORD BRACING @ 10' 0' O,C, ALL CORNER COLUMN GIRTS
SS 2' X 3' BLOCK WITH 4 - lOd
NAILS TO BOTTOM CHORD BRACE
SPLIT SLIDER DOOR OPTION
OPTIONAL FRONT ELEVATION
NOTES FOR OPTIONAL FRONT ELEVATIONS N.T.S.
Si HALF TRUSS DESIGN BY OTHERS
S2 2' X 10' FIEADER 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
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
G ..
DETAIL 2 - KNEE BRACE
NOTES FOR DETAIL 2- KNEEBRACE
Sl TRUSS TOP CHORD, DESIGN BY OTHERS
S2 TRUSS BOTTOM CHORD, DESIGN BY OTHERS
S3 2' X 6' KNEE BRACE
2WOOD POST, SEE P❑ST/FOOTING SCHEDULE
S5 3/4' DIA, BOLT
9 2' X 6' OR 2' X 8' TRUSS SEAT EACH SIDE
OF POST @ EACH KNEE BRACE CONNECTION
S7 NAIL KNEE BRACE TO POST WITH
4 - 16d NAILS
S8 NAIL BOLTING BLOCK TO POST
BRACE WITH 8 - 16d NAILS
S9 4 - 10d NAILS
NOTES
KNEE BRACE REQUIRED WHERE
SHOWN ON P❑ST/FOOTING SCHEDULE,
BRACE NOT REQUIRED AT GABLE END TRUSSES,
TYPICAL SIDE ELEVATION
TES FOR SIDE ELEVATION
)2' X 8' HEADER
)2' X 10' HEADER FOR 10' & 12'
SLIDING DOORS
2' X 8' HEADER FOR 8' & SMALLER
SLIDING DOORS
TRUSS ■ BRACING
INTERIOR
•■ , ■ GABLE , TRUSSEI
NOTES FOR TRUSS WEB BRACING:
-
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
lOd NAILS @ 6' O.C.
Od NAILS @ 6' ❑.C,
' X 6' OR 2' X 8'
X 4'
L -BRACE
L -BRACE
TRUSS WEB MEMBER
TRUSS WEB MEMBER
SECTION B -B
SECTION B -B
AT INTERIOR TRUSSES AT GABLE END TRUSS
SHEATHMG R QNRM NTS
THE FOLLOWING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED,
r ROOF STEEL, 29 GAUGE GRAND -RIB III, 36' WIDTH DR EQUIVALENT
■ FIELD SCREWS, #10 x 1 1/2' AT 9. O.C. (NEXT TO HIGH RIB).
r EAVE AND RIDGE PURLIN SCREWS, 014 xl 1/2' AT BOTH SIDES OF
EACH MAJOR RIB
THE FOLLOWING MINIMUM ENDWALL DIAPHRAGM REQUIRMENTS ARE NEEDEI
■ ENDWALL STEEL, 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUNALEN
-
■ FIELD SCREWS, #10 x 1 1/2' 8 9' O.C. (NEXT TO HIGH RIB)
X BASE GIRT, END TRUSS, AND DOOR HEADER SCREWS, #14 x 1 1/2'
B BOTH SIDES OF EACH MAJOR RIB,
DIAPHRAGM SCREWS
gDND(,,HALL DDDR EHESpDEpSN&WGAHLEAENDGfrT-RU�Sj'S�C^TO'P�CHORD,
EAVE & RIDGE R`INS
ON ROOF
NIITEKD ABOVE REWS) TYPICAL SCREW PATTERN, EXCEPT AS
J AIA TI Cl
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 M111Uu
S I l
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 TREATEE
POSTS UP TO 16'-0" WALL HEIGHT. ABOVE 16' 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'-0" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT
FOOTINGS SHALL BE 24"0 X V-4" DEEP.
4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH
EXPIRES 12-29 200% CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT
CONCRETE pL00RS,,.INCREASE FOOTING DIAMETER X 2" & FOOTING
10M'BEKE ENGINEERING
Danlel Wambeke P, E. SE kane61WA C 99223
Telephone, 509-443-6186 Fax, 509-448-6582 a -Mai dwambeke@msn.com
STRUCTURAL DESIGN FOR POST FRAME BUILDINGS
12' TO 60' SPANS, 30 & 40 PSF LIVE LOAD, 2003 IBC
ZIEGLER LUMBER COMPANY
620 EAST HOLLAND AVENUE
SPOKANE, WASHINGTON 99218
BY -. -DATE..- DRAWING NO., REV.
DRAWN AMBEKE 1-30-06 ZIEGLER.IBC2003.06
CHECKED
DESCRIPTION OF CHANGE PROJECT 2006 SCALE,N.T.S, SHEET 1 GF 1
POST/FOOTING SCHEDULE 12' - 24' SPANS, 30 & 40 PSF LIVE LOAD
POST COLUMN FOOTING KNEE BRACE CONCRETE
SPACING "K' W X D "B DIA "T' REQUIRED VOLUME,
W.&I s" x s^
_ - 0000 18'_ 3'-0" -NO 0.20
10'-0" 10'•0" 6" X_6" 18" 3'-0" NO 0.20
10'•0' _12'-0" 6"JC 8" 'IF- _T' NO 0.20
NO 0.20
10'•0" 98'•0" 8" X 8" 20" 3'-0" NO 0.20
*-Vi FX 10 20' 3'-0" NO _0.24
90'•0" 20'-0" 6"X 10" 31' 3'•0" NO 0.27
12.0" F:F 6" X 6" 26" T:e NO _0.29
-12A"_ 10'-0" V X 6' 36" T -W _NO _0:20
_0.20
26' 3'-0" NO 0.28
12-0' _ 16'-0" 6" X 8" W/7' X 8" 26" 3'-0" NO _0.28
92 0'_ 18'-0" 6'' X V, wl2"X _NO _0.28
12 0' ";_ 6" X 16" W/2"X 6` 26" 3'•2" NO 0.36
POST/FOOTING SCHEDULE 30' SPANS, 36 & 40 PSF LIVE LOAD
POST COLUMN FOOTING _KNEE BRACE CONCRETE
SPACING "K' W X D "B" DIA. "T' REQUIRED VOLUME,
10'-0" w -U, s" X 6" 26" T-0" NO 0.29
10'-0"_ 10'-0" 6"X 6" 28 3'-0" NO 0.29
10'-0' 1 X'O" 6"X 6" W/7' X 6" 28" 3'-0" _NO _020
--------0000-- --------
10'-0" 26" 3'-0'' NO 0.20
10'•0'_ 18'-0" 8"X 8" - 26' 3'•0" _NO 0.86
18'-0" 6"X 8" W/7' X 6" 26" 3'-0" NO 0.36
6"X6"W2" X 8" 28" 7:6 NO 0.36
IV -&'_22'•0" 6" X 10" W!2" X 6" 28" 3'-2" NO _0.36
10'•0' 24'-0'' 6"X'12" 36" 3'-3" NO 0.30
28" 3'-0" NO _0.36
-12-0' 10'-0" 6" X 6" 38' 3'-0" NO 0.36
------- - ----. -- ------
-12-0" 12'-0" 6" X 6" W/7' X 6" 28" 3'-0" NO 0.36
-_. F -- ---- -- -- -- --- --. --
12-0" X 8" 28" 3'-0" NO _0.41
- -
12-028'_ NO
_0 41
12-0 18 -0 6 X 10" 28' X-C NO 0 41
_12-0 20'•0' 6" X 12" 38' 3'-0" NO 0.41
12-0' 22'-0" 6"X 17' W/2" X 6" 28' 3'•2" NO
-12;0,•- Y4 4 6" X 12"-0000 28„ 3,-8„ NO 0.40
POSTIF007ING SCHEDULE 36' SPANS, 30 & 40 PSF UVE LOAD
POST COLUMN FOOTING KNEE BRACE CONCRETE
SPACING "H W X D "B" DIA. 'r REQUIRED VOLUME
10'-0" 8'-0" 6" XV 28" 7.0" NO 0.36
-..-- --- - --' - -- -- -`- 00'00 ----
10'-0" 28" 3'-0" NO 0.36
--- --- - - - --
10`-0" X 6" W/7' X6_ 28'_ 3% _NO 0.36
8"X 6"V_ V_/2"X 6' 38' 3'•0" _NO
38" _3'-0'' NO
---:e_ --- -- -----
10'-0" 18'-0" 6" X 8"W/7' _X6- 28' 3'-0" tJ0 _0.41
- --- - - 0000-- --
10'-0" 20'-0" 8" X 10" 28" 3'•0" NO -6.4j-
101.01, ----
10'-0" 22':0" 6" x 16' wit^ x s" 26^ 3'-0'� -No -0:41
-.--_.-_.--�-lik I 0-'-------'-------'E------
10'-0" 24 0" 6" X 10 W/2" X 6" 28" 3'•2" YES 0.43
_12-0" 8'-0" 8" X 6" 32" 3'-0" NO OA4
12.0" 10'-0" 6"X 6'• 22'_ 3'-0" _NO _0.44
X 6" W_ _/7' X 6" 32'_ Wo NO 0.44
L'__32'7_r3'�
NO 0.40
X3"W(7'XW,' 3'-0" NO 0.40
" 3'-0" NO 0.40
000--- --0000--------
6"X10"W/2"X6"" 3'-0" NO 0.448" X 92" W/2" X 6" NO 0.49
POST/FOOTING SCHEDULE 40' SPANS, 30 & 40 PSF LIVE LOAD
POST COLUMN FOOTING KNEE BRACE CONCRETE
SPACING "H" W X D "B" DIA, "T' REQUIRED VOLUME,
30" V-0" NO _0.41
30' 3'-0" ND _ 0.41
6" W(7' X s" 30' V NO _6.41
10' 0'_ 0.41
10'-0' 16'-0" 8" X W. 30' 3'-0" YES 0.41
00 00 - - - 0000 00 00 --
10'-0" 16'-0" 6" X 8" W/7' X 6" 30" 3'-0" NO 0.41
W_/_7' X_6'_ _NO _0.41
8"X 10" � 30' 3'-0" NO 0.41
6"X 90" W2" X 6" 30' 3'•0" NO 0.41
0000- -30- 3,-.2" YES 0.43
12-0" 8'-0" 6" X 6" 3T' 3'5" NO 0.47
1 10'-0" 6" X 6" 23' 3'-0" NO 0.47
--- - - - --- ---
12-0" 8" W/7' X 6" 33" 3'-0" NO 0.47
33' 3'-0" NO 0.47
92-0 96'-0 6 X W. W/7' X_6" 33' 3'-0" NO _0.47
12.0 18'-0 8 X iv. =33' 3'-0" NO 0,47
- -- - ----0000--
12'-0'" ` 20'-0 6" X 10" W/2" X 8" 33" 3'-0" NO 0.47
--- - - iiW'_ ----- - -- 0000 -- - -- - -ho-
12:e_
-- - -
12-0" 22'-0" 8" X 17' 33" 3'•2" NO 0.48
-- --' - --
12-0" 24'-0" 6" X 1T W/2" X 8" 33" 3'-3" NO 0.67
POST/FOOTING. SCHEDULE 48' TO 67 SPANS, 30 & 40 PSF LIVE LOAD
POST COLUMN FOOTING KNEE BRACE CONCRETE
SPACING "FT' W X D "B" DIA. 'T' REQUIRED VOLUME,
Iv -w. 8'-0" 8" X 6" 34 3'-0" NO 0.66
10'-0" 10'-0" 6" X 8" 34' -r NO 0.60
- _--- - k&
10'-0" 12'-0" 6" X 6" W(7' X 6"
-..- -- -- - - '_X i 0; 0000----'---
10'-0" 6" X 6" W/7'
----- -._... - ----'----
10'-0" 16'-0" 6" X 8" - --- - -
.--- -- --- .- _.-- 34" 3'-0" YES _0.66
W/7' X 6" _24 3'-0 _NO _ 0.66
10 -0 18'-0 6 X 8' W12" X_ 6" 34 3' 0 NO 0.66 _
20'-0' 8" X 10" - 34 3'-0' _YES_ 0.66
W/2" X 6" 34"NO 0.66
70'•0" 24'•0" 6"X 97' W/2"X 6" 34" 3'.0" YE6 0.60
12-0" 8'-0" 6" X 6" 36" 3'-0" NO 0.62
-120'_ 10'-0'' 6" X 6'' W!7' X 8" 36" 3'-0" NO 0.82
12-0' 17-0" 8"X 8"V1117' XX 8" 36" 3'-0" NO 0.62
_12.0' 14'-0" 6" JC 8" 28" 3'-0" NO 0.62
12-0" 16'-0" 8" X 8" Wil' X 6" 36' 3'•0" NO 0:82
--' ---------.___.-0000--
12-0" 96•;0•, 6" X 10" 36" 3'-0" _YES_ -0.62
X B" 36' 3'-0" _-N0 _0.80
3'•2" NO 0:86
-__- _-.-- - -.-_._.-. _-.- -...- --__ _N6__
-----
12-0" 24'-0" 6" X 17' W/2" X 6" 36" 3'•2" NO 0.86
POST/F00TING SCHEWLE 64' TO 60' SPANS, 30 & 4O PSF LIVE LOAD
POST COLUMN FOOTING KNEE BRACE CONCRETE
SPACING "H' W X D "B" DIA. -1- REQUIRED VOLUME
8'4" 8" X 6" 36" 3'-0" NO _0.62
10'•0'_ 10'-0" 8"X 6" 36' 3'-0" NO _0.62
12'-0'' 6"X 6" W_ /7_X 6" 26'_ 3'-0" NO 0.62
10'-0' _14'•0" 6"XO' - 36' 3'-0" _NO 0.62
_10'-0" 98'•0'' 6"X 8" w_!_7' X 6" 36" W -O" NO
90'-0" 1v:Vl ss"X 16" 26" 3'-0" NO 0.62
10 -0 20'-0 8 X 10 W/2" X 6" 36" 3'-0" _YES _ _0.82
10 -0" 22'-0" 8" X 10" W/E" X 8" 36' 3'-0" Np 0.62
000 4' - ----..-_---0000--
90'-0" 24'-U" 6''X12" 38" 3'-2" YES -0:60
12.0" 8'-0" 6" X 8" 40" 3,_-0„ _NO 0.70
-'- -- --- - ---
12-0" 10'-0" V' X 8" W/7' X 8" 40' 3'-0" NO 0.70
40" 3'-0"- NO _-0.70
- ' - - ----
12-0" 14'-0" 6" X 8" W/7' X 6"
-- - -- - -
12-0" 40" 3'-0" NO 0.70
12-0" 16'-0"- 6° X 10,•---- q0'- 3r•0,� YES_ 0.70
0000 0000-- 0000 _.-- - -
••.16-0,• ., 'QO'-0";.. 6" X 10" W/2" X 6'• 3,,0'• NO 0.70
412-0� -0 6 X1TW/2 X6" 40' 3'-0" NO 0.70
-- --- _ _ -0000-_N601-3-
NOTE:
24'-0" 6"
X 17' W/2" X 6"
3'-2"
0000--
NO
0.73
40"
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 TREATEE
POSTS UP TO 16'-0" WALL HEIGHT. ABOVE 16' 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'-0" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT
FOOTINGS SHALL BE 24"0 X V-4" DEEP.
4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH
EXPIRES 12-29 200% CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT
CONCRETE pL00RS,,.INCREASE FOOTING DIAMETER X 2" & FOOTING
10M'BEKE ENGINEERING
Danlel Wambeke P, E. SE kane61WA C 99223
Telephone, 509-443-6186 Fax, 509-448-6582 a -Mai dwambeke@msn.com
STRUCTURAL DESIGN FOR POST FRAME BUILDINGS
12' TO 60' SPANS, 30 & 40 PSF LIVE LOAD, 2003 IBC
ZIEGLER LUMBER COMPANY
620 EAST HOLLAND AVENUE
SPOKANE, WASHINGTON 99218
BY -. -DATE..- DRAWING NO., REV.
DRAWN AMBEKE 1-30-06 ZIEGLER.IBC2003.06
CHECKED
DESCRIPTION OF CHANGE PROJECT 2006 SCALE,N.T.S, SHEET 1 GF 1
POST/FOOTING SCHEDULE 12' - 24' SPANS, 30 & 40 PSF LIVE LOAD
POST COLUMN FOOTING KNEE BRACE CONCRETE
SPACING "K' W X D "B DIA "T' REQUIRED VOLUME,
W.&I s" x s^
_ - 0000 18'_ 3'-0" -NO 0.20
10'-0" 10'•0" 6" X_6" 18" 3'-0" NO 0.20
10'•0' _12'-0" 6"JC 8" 'IF- _T' NO 0.20
NO 0.20
10'•0" 98'•0" 8" X 8" 20" 3'-0" NO 0.20
*-Vi FX 10 20' 3'-0" NO _0.24
90'•0" 20'-0" 6"X 10" 31' 3'•0" NO 0.27
12.0" F:F 6" X 6" 26" T:e NO _0.29
-12A"_ 10'-0" V X 6' 36" T -W _NO _0:20
_0.20
26' 3'-0" NO 0.28
12-0' _ 16'-0" 6" X 8" W/7' X 8" 26" 3'-0" NO _0.28
92 0'_ 18'-0" 6'' X V, wl2"X _NO _0.28
12 0' ";_ 6" X 16" W/2"X 6` 26" 3'•2" NO 0.36
POST/FOOTING SCHEDULE 30' SPANS, 36 & 40 PSF LIVE LOAD
POST COLUMN FOOTING _KNEE BRACE CONCRETE
SPACING "K' W X D "B" DIA. "T' REQUIRED VOLUME,
10'-0" w -U, s" X 6" 26" T-0" NO 0.29
10'-0"_ 10'-0" 6"X 6" 28 3'-0" NO 0.29
10'-0' 1 X'O" 6"X 6" W/7' X 6" 28" 3'-0" _NO _020
--------0000-- --------
10'-0" 26" 3'-0'' NO 0.20
10'•0'_ 18'-0" 8"X 8" - 26' 3'•0" _NO 0.86
18'-0" 6"X 8" W/7' X 6" 26" 3'-0" NO 0.36
6"X6"W2" X 8" 28" 7:6 NO 0.36
IV -&'_22'•0" 6" X 10" W!2" X 6" 28" 3'-2" NO _0.36
10'•0' 24'-0'' 6"X'12" 36" 3'-3" NO 0.30
28" 3'-0" NO _0.36
-12-0' 10'-0" 6" X 6" 38' 3'-0" NO 0.36
------- - ----. -- ------
-12-0" 12'-0" 6" X 6" W/7' X 6" 28" 3'-0" NO 0.36
-_. F -- ---- -- -- -- --- --. --
12-0" X 8" 28" 3'-0" NO _0.41
- -
12-028'_ NO
_0 41
12-0 18 -0 6 X 10" 28' X-C NO 0 41
_12-0 20'•0' 6" X 12" 38' 3'-0" NO 0.41
12-0' 22'-0" 6"X 17' W/2" X 6" 28' 3'•2" NO
-12;0,•- Y4 4 6" X 12"-0000 28„ 3,-8„ NO 0.40
POSTIF007ING SCHEDULE 36' SPANS, 30 & 40 PSF UVE LOAD
POST COLUMN FOOTING KNEE BRACE CONCRETE
SPACING "H W X D "B" DIA. 'r REQUIRED VOLUME
10'-0" 8'-0" 6" XV 28" 7.0" NO 0.36
-..-- --- - --' - -- -- -`- 00'00 ----
10'-0" 28" 3'-0" NO 0.36
--- --- - - - --
10`-0" X 6" W/7' X6_ 28'_ 3% _NO 0.36
8"X 6"V_ V_/2"X 6' 38' 3'•0" _NO
38" _3'-0'' NO
---:e_ --- -- -----
10'-0" 18'-0" 6" X 8"W/7' _X6- 28' 3'-0" tJ0 _0.41
- --- - - 0000-- --
10'-0" 20'-0" 8" X 10" 28" 3'•0" NO -6.4j-
101.01, ----
10'-0" 22':0" 6" x 16' wit^ x s" 26^ 3'-0'� -No -0:41
-.--_.-_.--�-lik I 0-'-------'-------'E------
10'-0" 24 0" 6" X 10 W/2" X 6" 28" 3'•2" YES 0.43
_12-0" 8'-0" 8" X 6" 32" 3'-0" NO OA4
12.0" 10'-0" 6"X 6'• 22'_ 3'-0" _NO _0.44
X 6" W_ _/7' X 6" 32'_ Wo NO 0.44
L'__32'7_r3'�
NO 0.40
X3"W(7'XW,' 3'-0" NO 0.40
" 3'-0" NO 0.40
000--- --0000--------
6"X10"W/2"X6"" 3'-0" NO 0.448" X 92" W/2" X 6" NO 0.49
POST/FOOTING SCHEDULE 40' SPANS, 30 & 40 PSF LIVE LOAD
POST COLUMN FOOTING KNEE BRACE CONCRETE
SPACING "H" W X D "B" DIA, "T' REQUIRED VOLUME,
30" V-0" NO _0.41
30' 3'-0" ND _ 0.41
6" W(7' X s" 30' V NO _6.41
10' 0'_ 0.41
10'-0' 16'-0" 8" X W. 30' 3'-0" YES 0.41
00 00 - - - 0000 00 00 --
10'-0" 16'-0" 6" X 8" W/7' X 6" 30" 3'-0" NO 0.41
W_/_7' X_6'_ _NO _0.41
8"X 10" � 30' 3'-0" NO 0.41
6"X 90" W2" X 6" 30' 3'•0" NO 0.41
0000- -30- 3,-.2" YES 0.43
12-0" 8'-0" 6" X 6" 3T' 3'5" NO 0.47
1 10'-0" 6" X 6" 23' 3'-0" NO 0.47
--- - - - --- ---
12-0" 8" W/7' X 6" 33" 3'-0" NO 0.47
33' 3'-0" NO 0.47
92-0 96'-0 6 X W. W/7' X_6" 33' 3'-0" NO _0.47
12.0 18'-0 8 X iv. =33' 3'-0" NO 0,47
- -- - ----0000--
12'-0'" ` 20'-0 6" X 10" W/2" X 8" 33" 3'-0" NO 0.47
--- - - iiW'_ ----- - -- 0000 -- - -- - -ho-
12:e_
-- - -
12-0" 22'-0" 8" X 17' 33" 3'•2" NO 0.48
-- --' - --
12-0" 24'-0" 6" X 1T W/2" X 8" 33" 3'-3" NO 0.67
POST/FOOTING. SCHEDULE 48' TO 67 SPANS, 30 & 40 PSF LIVE LOAD
POST COLUMN FOOTING KNEE BRACE CONCRETE
SPACING "FT' W X D "B" DIA. 'T' REQUIRED VOLUME,
Iv -w. 8'-0" 8" X 6" 34 3'-0" NO 0.66
10'-0" 10'-0" 6" X 8" 34' -r NO 0.60
- _--- - k&
10'-0" 12'-0" 6" X 6" W(7' X 6"
-..- -- -- - - '_X i 0; 0000----'---
10'-0" 6" X 6" W/7'
----- -._... - ----'----
10'-0" 16'-0" 6" X 8" - --- - -
.--- -- --- .- _.-- 34" 3'-0" YES _0.66
W/7' X 6" _24 3'-0 _NO _ 0.66
10 -0 18'-0 6 X 8' W12" X_ 6" 34 3' 0 NO 0.66 _
20'-0' 8" X 10" - 34 3'-0' _YES_ 0.66
W/2" X 6" 34"NO 0.66
70'•0" 24'•0" 6"X 97' W/2"X 6" 34" 3'.0" YE6 0.60
12-0" 8'-0" 6" X 6" 36" 3'-0" NO 0.62
-120'_ 10'-0'' 6" X 6'' W!7' X 8" 36" 3'-0" NO 0.82
12-0' 17-0" 8"X 8"V1117' XX 8" 36" 3'-0" NO 0.62
_12.0' 14'-0" 6" JC 8" 28" 3'-0" NO 0.62
12-0" 16'-0" 8" X 8" Wil' X 6" 36' 3'•0" NO 0:82
--' ---------.___.-0000--
12-0" 96•;0•, 6" X 10" 36" 3'-0" _YES_ -0.62
X B" 36' 3'-0" _-N0 _0.80
3'•2" NO 0:86
-__- _-.-- - -.-_._.-. _-.- -...- --__ _N6__
-----
12-0" 24'-0" 6" X 17' W/2" X 6" 36" 3'•2" NO 0.86
POST/F00TING SCHEWLE 64' TO 60' SPANS, 30 & 4O PSF LIVE LOAD
POST COLUMN FOOTING KNEE BRACE CONCRETE
SPACING "H' W X D "B" DIA. -1- REQUIRED VOLUME
8'4" 8" X 6" 36" 3'-0" NO _0.62
10'•0'_ 10'-0" 8"X 6" 36' 3'-0" NO _0.62
12'-0'' 6"X 6" W_ /7_X 6" 26'_ 3'-0" NO 0.62
10'-0' _14'•0" 6"XO' - 36' 3'-0" _NO 0.62
_10'-0" 98'•0'' 6"X 8" w_!_7' X 6" 36" W -O" NO
90'-0" 1v:Vl ss"X 16" 26" 3'-0" NO 0.62
10 -0 20'-0 8 X 10 W/2" X 6" 36" 3'-0" _YES _ _0.82
10 -0" 22'-0" 8" X 10" W/E" X 8" 36' 3'-0" Np 0.62
000 4' - ----..-_---0000--
90'-0" 24'-U" 6''X12" 38" 3'-2" YES -0:60
12.0" 8'-0" 6" X 8" 40" 3,_-0„ _NO 0.70
-'- -- --- - ---
12-0" 10'-0" V' X 8" W/7' X 8" 40' 3'-0" NO 0.70
40" 3'-0"- NO _-0.70
- ' - - ----
12-0" 14'-0" 6" X 8" W/7' X 6"
-- - -- - -
12-0" 40" 3'-0" NO 0.70
12-0" 16'-0"- 6° X 10,•---- q0'- 3r•0,� YES_ 0.70
0000 0000-- 0000 _.-- - -
••.16-0,• ., 'QO'-0";.. 6" X 10" W/2" X 6'• 3,,0'• NO 0.70
412-0� -0 6 X1TW/2 X6" 40' 3'-0" NO 0.70
-- --- _ _ -0000-_N601-3-
NOTE: