2012, 02-23 Permit App: BLD-2012-0017 Pole BldgSpokane
Valleyw
Community Development Department
Permit Center
11703 East Sprague Avenue, Suite B-3
Spokane Valley, WA 99206
Tel: (509) 688-0036
Fax: (509) 688-0037
permitcenter@spokanevalley.orq
RESIDENTIAL CONSTRUCTION PERMI
NEW CONSTRUCTION
C] DECK
SITE ADDRESS: SZ 5—
ASSESSORS
ASSESSORS PARCEL NO.:
fl ADDITION/REMODEL
0 OTHER
Pry e_ss
LEGAL DESCRIPTIO •
(Staff UseROnly)
PERMIT NUMBER: �le r 1 Z
PERMIT FEE:
APPLICATION
CCESSORY BUILDING
BUILDING OWNER NAME:
l
RECEIVES ---1
CSV PEHMIT CENTER 1
FEB 2 3 201
-IL-
NAME: cc k YlnOI r, 5 Name_
� JUiinllttdj ;t.
ADDRESS: - S JV , ?crag; c_53�` •
CITY: V e; ; A„ 1+-
PHONE: c .. y - 753'l
STATE: L}Pr
Zip: 0i 9037
FAX: CELL: y 5 3 - 7,2 / y
CONTACT NAME:
PHONE: f*j('—*—(——; R ea, A, f
CONTRACTOR NAME:
FAX: CELL: S7 - y 9S -) $g$
MAILING ADDRESS: I 3 0 y 6 ra.�
CITY: Spokane ()cif ed
STATE: i'uA ZIP: 9.92oq0
PHONE: ''75— /gg8
FAX:
CELL: t/7.. —/ g g
CONTRACTOR LICENSE No.: g E 07)- Cci-955D EXPIRES: Jig t///
CITY BUSINESS LICENSE NO.: 600,2 ys(c)a y
DESCRIBE THE SCOPE OF WORK IN DETAIL AND INDICATE USE & PROPOSED USE:
pole S+oraye
****YOU MUST COMPLETE THE FOLLOWING****
MARK N/A IF NOT APPLICABLE
Height to Peak:
/618 ",- -
Dimensions:
VO X 30
No. of Stories:
/
Total Habitable
Space: .--6-
Main Floor SQ FT:
Main
/ ,7Q 0
Upper Floor SQ FT:
Pf
Unfinished Basement SQ
FT: .(�
Finished Basement SQ
FT: -0
Deck/Covered Patio SQ
FT:
Impervious Surface
Area:
/;00
30% Slopes on
Property: _,
No. of Bedrooms:
Construction Type: pos-}
Heat Source: .
ewer or Septic: „pi
TOTAL COST OF PROJECT: $
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 to be submitted and subsequently approved before this application can be processed.
Signature G---5.
Date: ,„--,773 -/2—
Updated 1-11-11 Page 1 of 1
http://www.spokanevalley.org/filestorage/124/938/210/948/1496/Building_Permit_-_Residential_11-11-11.doc
RESIDENTIAL CHECK ST DIRECTIONS:
Place a check mark in box next to each document required for complete submittal.
o SITE PLAN
o Property lines and dimensions
o Direction arrow pointing North and orientation to streets
o Proposed/existing buildings (footprint and dimensions)
o Utilities, septic tank/drain field locations and distances
o Setbacks to property lines
o Distance between buildings
o Right of way/easement location & sizes
o Driveway approach size and location
BUILDING PLANS (3 SETS) (minimum 1/8 inch scale or completely dimensioned)
❑ Elevations (Front/Rear/Sides) with roof peak and wall height including basement:
❑ Foundation Plan (crawlspace, basement or slab on grade):
o Footing sizes and locations
o Perimeter concrete foundation wall sizes
o Crawlspace ventilation
o Supporting wood cripple walls or beams
o Thickened concrete pads supporting
beams or girder trusses
❑ Floor Plan of each level (finished or unfinished) with dimensions:
o Floor Joist direction, size and spacing ❑ Window and door location and sizes
o Header, beam or concrete lintel sizes ❑ Window well locations if applicable
o Brace wall panel locations o Room usage labels
o Water heater and furnace locations ❑ Smoke detector locations
o Exhaust fan locations ❑ Attic and crawl space access locations
o Deck or concrete patio sizes and locations ❑ Fire Wall construction
❑ Roof Plan:
o Engineered truss direction and spacing
o Rafter and over frame direction, size and spacing
❑ Wall Section Detail including:
Roof
o Slope/ roofing material/ underlayment/ ice dam protection
o Sheathing size and type
Ceiling
o Joist size and spacing
Wall
o Height/ top plate/ stud size and spacing/ sole plate
o Exterior sheathing size and type
Floor
o Joist size and spacing
Foundation Wall
o Concrete or Masonry unit width
o Earth to wood separation distance
Footing
o Size
Radon
o Passive system with 6mil vapor barrier
Miscellaneous Construction Details
O Deck:
o Floor plan/ side view/ dimensions
o Floor Joist/ decking direction, size and spacing
O Stairway tread rise & run and nosing
o Ridge, eave and valley lines
o Beam and girder size and location
❑ Truss or rafter size, spacing & connection
o Attic insulation/ air space baffle/ ventilation
o Size of ceiling gypsum wall board
o Siding/ exterior house wrap/ anchor bolts
o Insulation, vapor barrier, gypsum wall board
❑ Sheathing or concrete floor size/ insulation
o Footing bottom to finished ground level depth
o Horizontal & vertical reinforcement if any
o Reinforcement if any
o Active system with 6 mil vapor barrier
o Footings/ post/ and beam size and locations
O Handrail / Guard height & spacing
Spokane
Valleyffi
Residential Driveway
PAVING WAIVER
Community Development — Planning Division
11703 E Sprague Ave Suite B-3 • Spokane Valley WA 99206
509.720.5026 ♦ Fax: 509.688.0037 • planning@spokanevallev.org
Spokane Valley Municipal Code (SVMC) Section 19.40.020.8; "All residential driveway and off-street parking areas shall be paved with
asphalt, Portland cement, grasscrete, paver blocks or other equivalent hard surface material". A paving waiver can only be granted if
the structure you are proposing is not going to require a driveway for daily use,.
PART I — OWNER INFORMATION
OWNER NAME: T N... Ly j L, Mu Aft i)
PARCEL #: I/5/ yy, at f !2/i
ADDRESS: 1C/, .525 ?re* 7,1L45, 2,i(
CITY:Sr v b .. V 4 //4. 7
STATE(A)
ZIP: f -----
//��
PHONE:g2 V-755.11
FAX:
_
CELL:
' l-._ G 1.._ j VF E...o
EMAIL CSV PF i.'It 1- r';-rvr
PART II —DETAILS OF PAVING WAIVER _ FEB 2 3 2612
arr1. Do you have an existing garage for parking daily use vehicles? ❑ YE$�� r� �----_
2. Is the proposed detached structure used for storage only? ®'YES r----
3. Do you plan on using the detached structure to park vehicles? OYES ❑ NO If yes, then
what type of vehicles? Z a -Kf 5\,.,,y) .L�w�J ►rtc f..4 4.,,1..-4,sK.,... .Pt„
4. Do you plan to conduct a business from proposed detached structure? ❑ YES ONO If so, what
is the nature of your business?
PART III —AUTHORIZATION
I,(PRINT NAME5z»» owner, hereby confirm that the information provided on this
form is true and correct. I acknowledge that any change in the foregoing conditions, could require
the City to impose paving requirements. 1 further agree to report any change in these conditions to
the Spokane Valley Community Development Department, Planning Division, within 30 days.
Owner Signature
Date
PART IV — DECISION
STAFF HAS REVIEWED THE PROPOSED PAVING WAIVER ON BEHALF OF THE COMMUNITY DEVELOPMENT
DIRECTOR AND FIND THE REQUEST IS GRANTED AT S A.) Pr D C re ss 1e , ,
SAID ADDRESS FOR PERMIT #: j(D DO / 7
/_44z,tizz2,
Planriil}E Division Staff Signature Date
Created 6/27/11
Page 1 of 1
WAMBEKE ENGINEERING 2913 East 61st Court
Daniel Wambeke, P. E. Spokane, WA 99223
Telephone: 509-443-6186 • Fax: 509-448-6582 • dwambeke @msn.com
STRUCTURAL DESIGN DRAWINGS
FOR
40' X 30' X 10'0" POST FRAME BUILDING
FOR
DICK MORRIS
SPOKANE VALLEY, WASHINGTON
JOB NO. BB-BRENT
PREPARED FOR
BUNKER STEEL BUILDINGS, INC. rREcEv:D
ICSV PERMIT CENTER
Project # 1Z012—
Name
SPOKANE, WASHINGTON
February 21, 2012
ouumittci F
Designer of Small Structures, Post Frame Buildings, Foundations,
Light Gauge Steel Framing and Grain Storage Systems
1 td'
' TREATED POST
LP.22 .60 RETENTION
GRADE
IT
CONCRETE
USE IN THIS
ORDER
1.CENTRAL PREMIX
533-0208
2. SPOKANE ROCK PROD
244-5421
3. INTERSTATE
292-8600
4. TONERS
292-2360
d
D �
1
2
Q
a
c
0
N
c
R
E
T
E
SEE BELOW
POST FOOTING SCHEDULE
d
LOCATION
POST SIZE
DIAMETER
DEPTH
YDS. PER
TOTAL
6JJ
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THIS BUILDING SUBJECT
TO FIELD INSPECTION CORRECTIONS
CITY COPY
•
3
PLANNING DEPT. APPROVED
By. 764 Tha 444
* 7MJT U.) Lc.
SDt
an—'! A CO ,r2(
TifEL
j LA_
LEIF
-
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B
TREATED POST
16d GALV NAILS
'11
2'. X 6° 'GIRT (FLAT)
TYPICAL: GIRT CONNECTION
NOTES FOR FLOOR PLAN
INTERIOR FRAME WOOD POSTS, SEE
. POST SCHEDULE THIS 'SHEET
C) GABLE WALL POSTS - 6' X 6' TYPICAL:'
DOOR POSTS..- 4' X 6' TYPICAL
FOOTING DIMENSIONS, B = 1'-8'1 D = 3'-0'
MAXIMUM POST SPACING 12' 0'.
PURLINS @ 24'. O.C., BEARING OR
JOIST HANGERS (TYPICAL)
0
b
•0
O 5•' i 0 W 1
V) X
Nu t
NcU
' SPANS 12' TO 60'
DOUBLE TRUSSES
DOUBLE_TRUSSES
SINGLE TRUSS
4
EACH
GIRT
co
PLAN VIEW
NTS.
-6
--5
PURLIN CONNECTION, METHODS:
A), PURLINS MAY BE HUNG
OFF THE. TRUSS TOP CHORD
FACES W/ STD.
SIMPSON JOIST HANGERS
OR EQUAL.
PURLINS MAY' BE
BUTTED AND NAILED
W/C2) 16d NAILS
INTO EACH PURLIN.
PURLINS MAY BE
LAPPED AND NAILED
W/(3) 16dNAILS,
ON CONNECTION METHODS
"B° AND 'C", TOENAIL
BACK SIDE SF PURLIN
W/ CD 1601 NAIL 'INTO
EACH TOP CHORD MEMBER.
NOTES FOR CONNECTION DETAIL
S1 MANUFACTURED TRUSS TOP CHORDS
TRUSS DESIGN BY TRUSS MANUFACTURER
0 PURLIN SUPPORT STRUT 2' X 6' X FULL
NDEPTH OF TPAIL PURLINS W/(3)CHORD
/ 3))D16d UNA PURLIN.
PURLIN CD NAIL STRUT TO TOP CHORD W/(3) 16c1
pier Hap N4ECTI!N S3 NAILS EACH SIDE.
. S
NOTES FOR SECTION A -A
S1 TYPICAL PURLIN, SEE FLOOR
PLAN FOR SIZE
co TRUSS DESIGN BY OTHERS
0 2' X 6' @ 24' O.C., 10' BAYS
2' X 6' @ 24' O,C., 12' BAYS
DF -L #2 GIRTS FLAT @ 24' O, C.
S4 CONCRETE. FOOTING, SEE SCHEDULE
SSEXTEND 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.
SEE. FOOTING
DETAIL
BO
BUILDING
SECTION A -A
N.T.S.
121'N/
a Si1
11®1 1�1�����
1 �I 111
20' 0' MAXIMUM
1
• .SINGLE OVERHEAD DDDR• OPTION
FRONT ELE'VATIO.N
1
1
N.T.S.
NOTES FOR FRONT ELEVATION
S1 HALF TRUSS DESIGN BY TRUSS MANUFACTURER
SUPPORT PURLINS @'END TRUSS W/2'.X 6'
0 TREATED 2° X 6' BOTTOM GIRT
S2 2'.X 10° HEADER
S3 2' X 6' GIRTS @ 24'' D.C,, 10' BAYS, DF -L #2
2' X 6' GIRTS @ 24' O;C., 12' BAYS, DF -L #2
0 2' X 8' FACIA BOARDS
0 TREATED WOOD POSTS, SIZED PER SCHEDULE
S6 TREATED 2° X 6° BOTTOM GIRT
OR TREATED 2' X 10° BOTTOM GIRT
S4 MANUFACTURED TRUSS - NAIL TO EACH
SIDE OF POST WITH 4 - 16d NAILS
ON TOP NAILING BLOCK
0 WOOD POST, SEE POST/FOOTING SCHEDULE.'
0 4 - 10d NAILS
SOLID BLOCKING AT CONNECTION POINTS,
_ TYP. PURLIN, SEE FLOOR PLAN FOR SIZE'
S9 2' X 6' OR 2' X 8' EAVE GIRT
10 KNEE BRACE, IF REQ'D. SEE POST SCHEDULE
AND DETAIL 2
11 2' X 6' X 24' OR 2' X 8' X 24' BLOCK.
10 1 - 3/4' 0 MACHINE BOLT THRU TRUSS T. CHORD
I - 3/4' 0 MACHINE BOLT THRU KNEE BRACE
1 - 3/4' 0 MACHINE BOLT THRU BOLTING BLOCK
2 - 3/4' 0 M. BOLT @ BOLTING BLOCK - 24' & 30'
3 -.3/4' 0 M. BOLT @ BOLTING BLOCK - 36' & 40'
4 - 3/4' 0 M. BOLT @ BOLTING BLOCK - 50'
5 - 3/4' 0 M. BOLT @ BOLTING BLOCK - 60'
0 4 - 16d NAILS
DETAIL 1 TRUSS
CONNECTION, PURLIN
COLUMN
SUPPORT
N.T.S.
SINGLE SLIDING DOOR OPTION_` .
OPTIONAL FRONT ELEVATION
N.T.S.
NOTES FOR DETAIL 2- KNEEBRACE
Sl 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. -
S5 4 - 16d GAL V. 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.
KNEE BRACE
N.T.S.
BUILDING SPECIFICATIONS:
'
GENERAL - ALL. BUILDING STATE & LOCAL BUILDING CODES. THESE SPECIFICATIONS MAND PLANS TO THE �ARE 09 E INTENDED FOR USE RINA30 PSF LIVE LOAD, 085 MPH WIND SPEED, LL
EXPOSURE B AND SEISMIC DESIGN CATEGORY C.
DESIGN LOADS - ROOF LL= 30 0PPSF SF OOFINGF Ap LOAD = 5 PSF PSF°
CEI° ROOF 01 ALLOWS FOR 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 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 pal, 4 SACK MIX FOR FOOTINGS. CAST IN PLACE CONCRETE CONSTRUCTION
WOOD - STRUCTURAL
CONFORM DF -L
EELGRADING MOISTURE
BE BY
SHALL CONFORM TO ACI 318-08.
WEIGHT. NAILING SHALL CONFORM TO TABLE 23091FASTN NG SCOR HEDULE & OTHER APPROPRIATE SECTIONS OFCHAPTER 23 OOR F THE IBCAlt.
NAILS INTO PRESATIVOLD TREATED WOOD SHALL
TO THEE REQUIREMENTSZINC COATED OF AWPA STANDARDS?C-16, C-22ED STEEL , C-23, C-24 & C-28. NE BRONZE. RPOSTSTFORESti
STEEL. CCA TREATED WO OR
BUILDINGSADINGRULES. A W RE SHALL BEHSIMPSON OR APPROVED MATERIALS
EQUAL. ALL BOLTS HEM -FIR
SHALL CONFORM TOEASTMUA307MENSION AND GRADED BY WWPA
METAHARDWARE
METALPANELS PANELS
MAY BE DELTA RIB TOLPURLINSAW THOOR PLATED'NGASKETEDD1U1/2"1LONG ASTM
FASTENERS. QUALITY
PANELS F HALL BE= 80.0 kst.
ROOFST PANELS SHALL T FASTENED
FASTENED TO GIRTS WITH PLATED, BASKETED 1" OR LONGER METAL TO WOOD FASTENERS. PANELS SHALL BE INSTALLED AND FASTENED ACCORDING
TO THE MANUFACTURER'S RECOMMENDATIONS. PLYWOOD OR OTHER
ALTERNATE ROOFING LEO 0N6 .C.APPLICATIONSW - BUILDING
NAILS. FINISH COVERING FORETED SHEETED ROOF MAYOBE COMPOSITIONXROO NG OVER 30# FELT,
RATEDRSHEETING, NAILED 6" 0. C. W# OR tIL
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 INTAL. STEEL STAPES 0 SRAP 0. CD 0 WALL
PANELHEETING. EDGES &H ETING SHALL
ATE FRAMING. FASTENED TO
GIRTS WITHOMP Bd, NAILS 0 B6"A K C., ORI 1/2" ELONG X 16
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 = 30 PSF' -
TOP CHORD DEAD LOAD = 5 PSF
BOTTOM CHORD DEAD LOAD = 1 PSF '
1601 NAILS
6", 8 OR
10" POST
OJ
DOUBLE OVERHEAD DOOR OPTION'
OPTIONAL FRONT ELEVATION
12
ALTERNATE TRUSS WEB BRACING
INTERIOR OR GABLE END TRUSSES
NOTES FOR TRUSS WEB BRACING: -
TRUSS DIAGRAMS WILL OFTEN REQUIRE WEB MEMBER
THE METHOD OF TRUSS WEB. BRACING SHOWN ABOVE
FOLLOW THESE INSTRUCTIONS FOR ALL WEB MEMBER
10d NAILS @ 6' O.C,
Lp BRACE L BRACE •
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
NOTES FOR FOOTING DETAIL
TREATED POSTS AS SIZED PER SCHEDULE
VIBRATE OR ROD CONCRETE TO OBTAIN
FULL BEARING
Q UNDISTURBED SOIL_
3068 MANDOOR OPTION j
OPTIONAL FRONT ELEVATION
N.T.S.
NOTES FOR OPTIONAL FRONT ELEVATIONS
S1 HALF TRUSS DESIGN BY TRUSS MANUFACTURER.
S2 2' X 10' HEADER UP TO 12' 0' DOORS
2' X 12' HEADER UP TO 20' 0' DOORS
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.
S6 2' X 4° WINDOW JAMB
FOOTING DETAIL
N.T.S.
- 1601 NAILS
GABLE END TRUSS
° °
BOLT'ING.BLOCK
2' X 6° X 18'
BOLTING BLOCK
DETAIL 3
TYP, GABLE END
TRUSS CONNECTION
. USE BOLTING BL ALL CORNER COLUMN GIRCKS T
8 --1601 NAILS
CORNER POST
1601 NAILS
OPENING
POST/FOOTING SCHEDULE 12' - 24' SPANS, 30 PSF LIVE LOAD 1
KNEE BRACE
POST
COLUMN
FOOTING
SPACING
"H"
WXD
"B" DIA.
REQUIRED
CONCRETE
VOLUME,Y03
NO
NO
NO '
NO
_NO
NO _
-..-NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
YES
10'4" 8'A" 6" X 6" . 21" 3'4"
10'0" 10'4" 6" X 6" 21" 3''-0"
1014" 12'4" 6" X 6" . 21" 3'4"
. 10'4" 14'4" 6" X 6" W/2' X 6" 22" 3'4"'
• 10'-0" -16'•O" 6" X 8" 22" 3'4"
_10'4" 18'4" 6" X 8" W/2" X 6" 22"_ 3'4'
1074" 20'•0" i9 -56P7777--777 -'22' 3 3"
10'41" 22'-0" 6" X 10" WZ' X 6" 22"3.8'
10'4" 21'4" 6" X 10" W/2" X 6" 22 . 44'
12-0" 8'-0" 6" X 6" 24: % 44"
12-0" 10'4" 6" X 6" 24.1.,34'
12-0" 1214" 6" X 6" WIZ' X 6" 24' 3'4"
12-0" 14-0" 6"X6"WIZ' X6" 24'1 3"O"
12-0" 16'4" 6" X 8" WIZ' X 6" 24' 3'4"
12-0" 18'4' 6" X 8" W/T' X 6" 24" 3'•2"
_ 12'4' 20'4" 6" X 10" W/2" X 6" 24" 3'.6"
_12'•O" 22"O" 6" X 10" W/2" X 6" 24' 3"9"
12"O" -24.0' 6" X 12" W/2"X 6" 24:- 4'-1"
0.27
0.27
0.27
0.30-
0.30
0.30
-0.32...--.
0.36
0.38
0.36
0.36
0.36
0.36=
0.36
0.37
0.41
15.44
-0.48
POST/FOOTING SCHEDULE 30' SPANS, 30 PSF LIVE LOAD
12'4'
-14.0;
POST
COLUMN
- FOOTING
KNEE BRACE
CONCRETE
SPACING
"If'
WXD .
"B" DIA.
'1"
REQUIRED'
VOLUME, YD3
10"O"
10'-0"
8'-0"
10'•0"
6" X 6"
24"
3'4"
NO
0.35
6" X 6"
24
3'4"
NO -
.. 0.36_
0.36
10'4"
1T•0"
6" X 6" W/T' X 6"
24"
3'4"
NO
10'4"
10,;x,.
10'4'
14'4"
16,44'
16'•0"
6" X 6" W/T' X 6"-
6" X66
el; X6"W/2"X6--24-
24"
24,E
24"
3'4-'
3,;0.-
8'-O"
33'-T'
.-NO
NO
0.36_
0.36_
-6.5E-
-NQ
NO_
le-o"
.20'-0"
6" X 10"
0.37
10'4"
-70'•0,.-
2T-0"
'-24'4'
6" X 10" W/2" X 6"
6„ X 12" - -----W-7-3'-10"
24'
3'4"
140_
NO
_ 0.4;1-.
-0.46
124"
8'4'
6" X 6"
26"
3'-0"
3'4'
3'4"
3'-0"
_ NO
- NO
NO
NO
0.41
124"
10'4'
6" X 6"
26"
0.41
.0.41
41
124"
12'4'
6" X 6" W/2" X 6"
26"
. 26"
12-0"
14'-0"
6" X 8"
12-0"
16'4"
6" X 8" W/2" X 6"
26"
3'-0"
NO
10
-7940 '
' NO
_0.41
0._41_
0.46
.48
0.46--
12-0"
18'4"
6" X 10"
26"
26"
3'-0"
3'3"
3'-0"
31-8"
12-0"
20'4'
6" X 10" W/2" X 6"
12-0"
12-0"
12-0"
22'-0"
24'4'
6" X712" •
6" X 12" W/2" X 6"
27'
2T'
--.-YES
0.60
POST/FOOTING SCHEDULE 36' SPANS, 30 PSF LIVE LOAD
KNEE BRACE
POST
COLUMN
FOOTING
SPACING
WXD
"B" DIA.
'1"
REQUIRED
CONCRETE
VOLUME, YD3
10'4'
10'$'
10'3
10'O"V
10"o"
10.;6,._'
10'•0" _
10'4'
8'4"
10'-0"
12'•0'
14.0"
16'•0"
18'4"
20'4'
22'4'
2a,4"
6" X 6"
6" X 6"
61X6"W/7'X61
6"X6"W/2" X 6"
6"X88
6" X 8"W_/2_" X _6" __
6"X10" -
6"X10"W/2"X 6"
6"X10"W/2" X6"
26"
26"
-26"-
26"
- 26"
26"
26" -
26"
26"
3'4"
3.-0"
3.4'
3'-0"
3'4"
3.•a:"
3'3"
3,4,
NO '
NO
NO
NO
NO
NO
NO
NOYES
0.41
0.41
0.41
_ 0.41. '
0.41
0.00
0.41
0.42
0.60
BRACING, WHICH IS SHOWN ON TRUSS DRAWINGS AS i��
REPLACES 1' X 4' OR 2' X 4' WEB MEMBER BRACING
BRACING TO REPLACE 'RAT -RUN' WEB
Od NAILS 2 6' ac,
X 10" _ X 6'
TRUSS WEB MEMBER TRUSS WEB MEMBER •:
SECTION B -B
SECTION B -B
AT INTERIOR TRUSSES AT GABLE END TRUSS
S1 -
S3 ea �.
TYPICAL TRUSS BOTTOM CHORD BRACING
N.T.S.
NOTES FOR TRUSS BOTTOM CHORD BRACING
SS GABLE, END TRUSS
S2 DOUBLE INTERIOR TRUSSES
S3 GABLE END POST
S4 2° X 4' BOTTOM CHORD BRACING 2 10' 0' O,C.
S5 NAILS 3TO BOT TOM ' BLOCK ICHORD BRACE •
SHEATHING' REQUIRMENTS
THE
• ROOFFLSTEEL' WING2INIMUM GAUGEROOF
GRANDIRIBRAGM III, 36'REQUIREMENTS
R EQUIVALENT
• FIELD SCREWS' 4110 x 1 1/2' AT 9' O.C. (NEXT TO HIGH RIB)
m EAVE AND RIDGE PURLIN SCREWS' 414 xl 1/2' AT BOTH SIDES OF
EACH MAJOR RIB
THE FOLLOWING MINIMUM ENDWALL DIAPHRAGM REQUIRMENTS ARE NEEDED'
▪ ENDWALL STEEL' 29 GAUGE GRAND -RIB 111, 36' WIDTH OR EQUIVALENT
• FIELD SCREWS, 410 x 1 1/2' 9 9' O.C. (NEXT TO HIGH RIB)
NI BASE GIRT, END TRUSS, AND DOOR HEADER SCREWS' 814 x 1 1/2'
9 BOTH SIDES OF EACH MAJOR RIB.'
DIAPHRAGM SCREWS
DIAPHRAGM SCREWS 9 ENDWALL BASE GIRT ACROSS
ENDWALL DOOR HEADERS & GAGE. END TRUSS TOP CHORD,
• EAVE & RIDGE PURLINS ON ROOF
•
DIAPHRAGM SCREWS; TYPICAL SCREW PATTERN, EXCEPT AS
NOTED ABOVE
STEEL SHEETING SCREW PATTERNS'
N.T.S
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.
II
12-0" 814" 6" X 6"
28" 3'-0"
0.48
8" 3'-0"
0.48
124'
-Tier
12'4'
-14.0;
6"X 6".W/T' X 6"'-
6" X 8 ._-_�.
-'-'28"
28"..-&----01r-NO--
3'•O".
-.._-NO -'-0.48
- 0.46
._ 12.0"'--
12-0"
-16'4'
18'-0"
6" X 8" W12" X 6"-
6" X 10"
-- 28"
28"
3'4"
3'-0"
NO
NO -
0.48
- �•' ii
....---"--'
12-0"
"'
20'4"
"-X'--
6" X 10" W/2" X 6"
30"
3'.-..__
3'-2"
NO
0.68
12-0"
22'4"
6" X 12"
30"
3'-6"
NO
0.64
12-0"
24-0"
6" X 12" W/2" X 6"
30"
3'-9"
NO .
0.69
POST/FOOTING SCHEDULE40' SPANS, 30 PSF LIVE LOAD
POST
COLUMN
FOOTING
KNEE BRACE CONCRETE
SPACING
"H"
. W X D
"3" DIA.
"1"
. REQUIRED VOLUME, YD3
10'4'
8'4'
6" X 6"
2T
3'4'
NO 0.44
10'4"
10'4'
6" X 6"
27"
3'•O"
- NO 0.444
10'4"
1T-0"
6" X.6" W/2" X 6"
27'
_
3'4'
NO 0.44
_
14'3''
6"X6"W%2"X6"-
-2T'
3'4'NO
0.44_
_40,41"
10'4"
16"O"'
6;X0"
27"
3'4'
YES 0.44
----
10'41"
-16'--
16'-0"
6" -. -
6" X 8" WIT' X 6"
� 27"
3'-0"
-
NO � 0•'1'1
10'4'
18'4'
6" X 8" W/2" X 6"
27"
3'-0"
- NO 0.7147-
.44
10'•O"
10'4"
2014"
6" X 10" W/2" X 6"
27"
3'-0"
NO 0•'14
10'-0"
22'-0"
PR -Wilier X 6"
28"
3'•2"
NO
10'4"
24'-0"
6" X 12"
28"
3'4"
YES 0.66
, 124;,
8'4"
6" X 6"
30"
3'4'
NO 0.66 .
12-0"
10'4"
6" X 6"
30"
3'4'
- NO 0.66
12-0"
_.._•170 `-
1Z-0"
-14•0
6" X 6" W/2" X 6"
Cr X8"= -C- ,.
30"
3G„
3'4"
3'4"
NO 0.66
v.oa
1'iO -15.6i-7-
12-0"
16'-0"
6" X 8" W/T' X 6"
30"
3'4"
NO • 0.66
_ 124_'.
_124",
17-01 -
-12.0" -
_ 18'4"
20'4'
22'4"
6" X 10"
6" X T6 -97C /2" R19
6" X 12"
• 30"
-'30"-..
30"
3'-0"
3'-2"
.-1-49-
_3'-8"-
NO •_0.66
NO -.._0.68_
- Np 0.61
12.0-
24.0"
s9 3 -c 12" W/2" X 6"
-'30"
- - . NO - - 0.67
POST/FOOTING SCHEDULE 48' TO 6T SPANS,
POST
COLUMN
FOOTING
KNEE BRACE
CONCRETE
SPACING
10'4"
10'4"
10'4"
10'•0"'
10'4'
_10'4" -
10'-0''
10'4'
124"
124"`
124'
12.0'
124'
_ 124"
124-
12.0"
12.0'_
8'-0"
10'4"
1T-0"
14,4,.
16'4''
18'4"
20'4'
ft -cif
24'4'
8'•0"
12' O
14'•0
16'4"
18'4"
20'•0
224''
244"
WXD
6" X 6"
6" X 6"
6" X 6" W/Z' X 6"
6"X6"
6"X8"Wit X6""
6"X8" W/Z'X6"
6"X10"W12"X6"
6"X12"WWII;
6" X 6"
6"X6"W12'X6"
6"X 6" N112" X 6"y
61X8"W/2'X6"
6"X8" W/T'X6"
6"X10"W/2"X6''
6"X10"W/2"X 6"
6"X12'W/2'X6':
6"X12"W/2"X61
"B" DIA.
30"
30"
30"
30"
30"
30"
30"
30"
32"
_33"
33"
33"
33"
3.4"
3'4"
3,4"
3'-0"
3'4"
_P.19*
3'•2"
3.4.,
3,4'
3,4
3'4"
3'4_'
REQUIRED
NO
NO
No
115--
NO
NO
NES-
_
.. NO
NO
NO•
NO
NO
NO
NO
NO
N0
NO
VOLUME, YD3
0.66
0.66
0.66_
0.66
0.66
0.66
0.66 _
-0.68 -
0.68
0.66
_0.66
0.66
0.66
0.66 . _
0.66
0.66'• :
0.70
0.77
33"
3'4"
3'•6"
POST/FOOTING SCHEDULE 64' TO 60' SPANS, 30 PSF LIVE LOAD
POST
COLUMN •
FOOTING
KNEE BRACE
SPACING
WXD .
"B" DIA.
'1"
REQUIRED.
CONCRETE
VOLUME, YD3
10'4"
10'4'
10'4'
10'4'
10'3"
_ 10'4"
10'-0"
10'41"
8'4"
10'4'
12.4
14'4'
16'6'-0"
18'4"
20'4"
22-0"
24'•O"
6"X6"
6"X 6"
6" X 6"W/2" X 6"
6" X 8"
61X6"W17'X6"
6" X 10"
6"X10"W/2"X 6"
6"X10"VV%2" X 6"
6" X 12"
33"
33"
33"
33"
33"
3'4"
3,-0"
3,4,r
NO
NO
NO
NO
P
NO
YES
NO '
YES
33"
33"
33"
33"
3.47
3.4'
3,4'
3'-0"
3'4"
124"
12.0
124"
120"
12-0"
_12-0"_
123"
124''-
- 12.0" -•
8'4"
10'4'
12'-0"
140''
16'4"
18'4"
20'4'
22,3"_
24'4"
6" X 6"
6"X 6''W/2X6
6"X6" WIZ'X6'
X8"W17'X6"
6" X 8" WIZ' X 6"
6"X10"W/2"X61
6"XWar X6"
6" X12"W/2"X6"
6"X12'W12''X 6"
36"
36"
36"
36"
36"
36"
36"
36"
36"
3'4"
3,-0"
_ 3'4"
11:59-
3,-0"
3'4"
3'0"
3,•2"
3.4"
NO
NO
NO
V16 -
NO
YES
NO _
YES
NO
0.66
0.66
0.66
0.66
0,66
0.66
0.66
0.66
0.70
0.79
0.79
0,79
0.79 _
0.79
0.79
0.79
0.83 --
0.88
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 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 3'-4" DEEP.
4. ABOVE FOOTING DESIGNS. ARE FOR POST FRAME BUILDINGS WITH
CONCRETE FLOORS (CONSTRAINED POSTS). IF BUILDINGS WILL NOT HAVE
CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOT NG .
DEPTH X 4".
OVERHEAD DOOR
OPENING
SLIDING DOOR
OPENING
Suomi
iifm'e r viii %ilii ata e/iiia% r �-'ir/ ' % ///% �\i///'�%-,� ,j%
SPLIT SLIDER DOOR OPTION
OPTIONAL FRONT ELEVATION
TYPICAL SIDE ELEVATION
N.T.S._
NOTES FOR SIDE ELEVATION
Sl 2' X 8' HEADER
S2 2' X 10' HEADER FOR 10' & 12' SLI D ING
S
2° X 8' HEADER FOR 8' g• SMALLER SLIDING NRDOORS
®S',SPOKAN
WAMBEKE
1:
DATE DESCRIPTION. OF CHANGE
PROJECT N0.