2009, 08-05 Permit App: 09002382 Pole Bldg Project Number: 09002382 Inv: I Application Date: 8/5/2009 Page 1 of 3
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Permit Use: 27 X 35 POLE BLDG Contact: LANNING CONST LLC
Address: 27809 SPOTTED RD
C-S-Z: DEER PARK,WA 99006
Setbacks:Front Left: Right: Rear: Phone: (509)218-9390
Group Name:
Site Information: Project Name:
Plat Key: Name: WOODLAWN PARK District: Sout
Parcel Number: 35244.0516 Block: Lot:
SiteAddress: 6821 E 10TH AVE Owner:Name: WELTZ,SHARON K
Address: 6821 E 10TH AVE
Location::CSV SPOKANE VALLEY,WA 99212-016
Zoning: R-3 SF Res District
Water District: 020 EAST SPOKANE Hold: ❑
Area: 9,450 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information: ._
Review
Building Plan Review Released By:
I
Originally Released: 8/5/2009 By: tmelbourn
Other Reviews Released By:
CITY BUSINESS LICENSE
Landuse/Zoning/HE Conditions Released By:
See conditions.
Originally Released: 8/5/2009 By: KKENDAL
Permits
Operator: JD Printed By: JD Print Date: 8/5/2009
Project Number: 09002382 Iny: 1 Application Date: 8/5/2009 Page 2 of 3
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Building Permit
Contractor: LANNING CONST LLC Firm: LANNING CONST LLC
Address: 27809 SPOTTED RD Phone: (509)218-0255
DEER PARK,WA 99006
This Application: Total Project:
Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation
POLE BDLG U-1 VB 945 $17,955.00 945 $17,955.00
Totals: 945 $17,955.00 945 $17,955.00
Item Description Units Unit Desc Fee Amount
RESIDENTIAL PERMIT FEE 1 SELECT $293.25
ACCESSORY PLANS REVIEW 1 SELECT $73.31
WSBCC SURCHARGE 1 SELECT $4.50
Permit Total Fees: $371.06
Plumbing Permit
Contractor: LANNING CONST LLC Firm: LANNING CONST LLC
Address: 27809 SPOTTED RD Phone: (509)218-0255
DEER PARK,WA 99006
Item Description Units Unit Desc Fee Amount
TOILETS/BIDETS 1 NUMBER OF $6.00
SINKS 1 NUMBER OF $6.00
WATER HEATER-ELECTRIC I NUMBER OF $6.00
Permit Total Fees: $18.00
Operator: JD Printed By: JD Print Date: 8/5/2009
Project Number: 09002382 Inv: I Application Date: 8/5/2009 Page 3 of 3
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Notes• ��,.__
The proposed 27'x 35'detached structure is approved for residential uses only. Any propsal to be used
as a dwelling or business must apply to the City for review and acceptance under a separate permit and
subject to the Spokane Valley Municipal Code.
If the 27'x 35'detached building(#09-002382)is used for daily use vehicles,then driveway access
from public street is required to be paved pursuant to the Spokane Valley Municipal Code.
The flanking(east)setback must be 20'feet;side(east)and rear(north)yard must maintain a 5'setback.
Payment Summary
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $371.06 $371.06 $73.31 $297.75
Plumbing Permit $18.00 $18.00 $0.00 $18.00
$389.06 $389.06 $73.31 $315.75
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: JD Printed By: JD Print Date: 8/5/2009
Permit Center
Spokane 11703 E Sprague Ave, Suite B-3 PERMIT NUMBER: 73%7
Spokane Valley,WA 99206
j Valley PERMIT FEE:
y (509)688-0036 FAX: (509)688-0037
www.spokanevalley.org
Community Development
Residential Construction New Construction Accessory Bldg
Permit Application Addition/Remodel Deck
n Other:
7,4
SITE ADDRESS: c '2/ E / 3p4,,,I. -� j 5c 7., /,,
ASSESSORS PARCEL NO: LEGAL DESCRIPTION:
Building Owner: Contractor:
Name: c. Name: J
Address: 7Z( 6-/a e/ Address:
4274;i,, :54/7,-,-,(2 eX
City: 5� i il/G- State:, Zip::7 2/2, City:7 .1i... , State: . Zip: :
Phone: Fax: Phone: /r�, ;�
�,.� ` �/ �� #.7/ / -Li 2 `� Fax: �7&`"`t? �
Conttor ic'Q:4#93.22 6yti Exp Date: 1/—z _6)7
ContactPersonCity Business Lie.No:`J
Name: r- /1/2vv/N7
Phone: 2/ 17 0 *2... . '
Describe the scope of work in detail: Cost of Project: $ 29 3_3-7_, v
?A, , o1 /ep/; f
Proposed Use: L�,4' ,°2 e_,
**************The following MUST be complete: (write N/A if not applicable)**********************
HEIGHT TO PEAK: DIMENSIONS: #OF STORIES: TOTAL HABITABLE SPACE:
/9, z-7 k .3 --+'1� / 95 5
MAIN FLOOR TO SQ. 2"" FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE
FTG: AREA:
FINISHED BASEMErI GARAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: 30% SLOPES ON
SQ. FTG: -en-01.---rO/, 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 .r additional information may be required to be submitted, and subsequently approved before
this application can be processed./
.
SIGNATURE: ' r DATE: F- 3 -"'
Method of Payment: c=s`E
❑ Cash II Check ❑ Mastercard ❑ VISA
Bankcard#: Expires: VIN#:
AUG 0 < 2009
Authorized Signature: h;;I
REVISED 2/15/07
RESIDENTIAL CHECK LIST DIRECTIONS:
Place a check mark in box next to each document required for complete submittal.
SITE PLAN
o Property lines and dimensions o Setbacks to property lines
o Direction arrow pointing North and orientation to streets o Distance between buildings
o Proposed/existing buildings (footprint and dimensions) 0 Right of way/easement location &sizes
o Utilities, septic tank/drain field locations and distances 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 Supporting wood cripple walls or beams
o Perimeter concrete foundation wall sizes o Thickened concrete pads supporting
o Crawlspace ventilation beams or girder trusses
❑ Floor Plan of each level (finished or unfinished)with dimensions:
o Floor Joist direction, size and spacing o Window and door location and sizes
o Header, beam or concrete lintel sizes o Window well locations if applicable
o Brace wall panel locations o Room usage labels
o Water heater and furnace locations o Smoke detector locations
o Exhaust fan locations o 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 Ridge, eave and valley lines
o Rafter and over frame direction, size and spacing ❑ Beam and girder size and location
O Wall Section Detail including:
Roof
o Slope/roofing material/ underlayment/ice dam protection o Truss or rafter size, spacing &connection
o Sheathing size and type o Attic insulation/air space baffle/ventilation
Ceiling
o Joist size and spacing o Size of ceiling gypsum wall board
Wall
o Height/top plate/stud size and spacing/sole plate o Siding/exterior house wrap/anchor bolts
o Exterior sheathing size and type o Insulation, vapor barrier, gypsum wall board
Floor
o Joist size and spacing o Sheathing or concrete floor size/insulation
Foundation Wall
o Concrete or Masonry unit width ❑ Footing bottom to finished ground level depth
o Earth to wood separation distance ❑ Horizontal &vertical reinforcement if any
Footing
o Size o Reinforcement if any
Radon
o Passive system with 6mi1 vapor barrier o Active system with 6 mil vapor barrier
Miscellaneous Construction Details
❑ Deck:
o Floor plan/side view/dimensions o Footings/post/and beam size and locations
o Floor Joist/decking direction, size and spacing
O Stairway tread rise &run and nosing 0 Handrail/Guard height&spacing
Permit Center
Spokane 11703 E Sprague Ave,Suite B-3 PERMIT NUMBER:
`�' Spokane Valley,WA 99206
Valley` (509)688-0036 FAX:(509)688-0037 PERMIT FEE:
permitcenter@spokanevalley.org
Community Development
Plumbing Permit Application I I Commercial n Residential
SITE ADDRESS: _ (� 1-/ C /D J--
Building Owner
Name: /7 t� ��.e lily� Phone: -0/95 Fax:
Address: /O 2/ Aytt
City: 5,0/‹..:Ar‘ State: Zip: /--�
Contractor
Name: Phone: $ / •y r ,... Fax
111�u/V� �� .C.'.^� ♦=tea f �.>. e r, � e;---
Q(�
Address: City:
w / / CiiU/ - K State: z%/+'( s Zip: p9e).%�
License No:/ „A/C/e 51.5Z City Business Lic:
Contact/Project Manager:
Name: Phone:
#OF UNITS
PLUMBING FIXTURE ON A TRAP
TOILETS
URINALS
TUBS
SHOWERS(per trap)
Lav/Basins,Bar,Floor,Kitchen,Laundry,Utility,Janitor,Photo,X-ray,Food,
SINKS Prep/Culinary Meat
DISHWASHER
CLOTHES WASHER
GARBAGE DISPOSAL
WATER SOFTNER
FLOOR DRAIN Area,Case,Coil,Trench,Condensate
ROOF DRAIN/OVERFLOW DRAINS
FOUNTAIN,DRINKING
WATER PIPING/DRAIN-IN WASTE Installation,Alterations,Repair,Reversals
WATER USING DEVICE Ice and/or Coffee maker,hose bib,steamer proofer,carbonator,swamp cooler
PRIVATE SEWAGE DISPOSAL SYSTEM
WATER HEATER If Gas,See Mechanical /
INDUSTRIAL WASTE PRETREATEMENT
INCEPTORS Including traps,vents except kitchen type grease interceptors functioning as fixture traps
REPAIR OR ALTERATION Water piping,drainage or vent piping
ATMOSPHERIC TYPE VACUUM BREAKER
BACK FLOW PROTECTIVE DEVICE Other than atmospheric type vacuum breakers
MEDICAL GAS
INCEPTORS
['CASH 'CHECK ❑VISA ❑MC EXPIRES:
Card# VIN:
SIGNATURE:
CURRENT FEES AVAILABLE AT:http://www.spokanevalley.orq/under the quick links for Forms,Master Fee Schedule.
http://www.spokanevalley org/uploads/Community Development/Documents/Forms/Building/Plumb ingPermitApplication040309.doc
For City Use Only
CITY OF PLUS Project Number
po1ine Project Address
4000 11
a Vey
° 11703 E Sprague Ave Suite B-3 ♦ Spokane Valley WA 99206
509.688.0036 ♦ Fax: 509.688.0037 ♦ permitcenter@spokanevalley.org
As part of our on-going commitment to customer service during the review process of your project
application, we are providing you with a TARGET DATE for the initial technical application review. If for
any reason we cannot meet this date, we will contact you with a revird target date.
Your application review TARGET DATE is 9 I-11
The TARGET DATE is the date we estimate your project application will have had its initial technical
review. It is not the date for approval or permit issuance.
Tips for a Smoother Project Application Review
➢ Submit complete, accurate plans and documents.
Extra time may be required for re-submittals as project application reviewers work on multiple applications and it
may be several days before they can look at your new or revised information.
➢ Designate a specific contact person to communicate with the City.
While the person designated as the applicant's contact person with the City can be changed, one individual with the
expertise for dealing with reviewer comments would be the best choice for the entire review process.
➢ Call staff regarding the status of your project only after the target date shown at the top of the page.
Although you should be contacted on or by the target date,please feel free to contact us if you haven't heard from us
by your target date. Staff may contact you before the target date if the initial review is complete. By following this
procedure,you will save time and allow the reviewers to complete the work more expeditiously.
Steps in the Permit Process
1. Counter Complete. Your application has been accepted as counter complete. This means all of the required
documents, as indicated on your Pre-Application Checklist have been submitted or have been approved for deferred
submittal. This does not prevent technical staff from requesting additional information as a result of their technical review.
2. Quality Check. The next step in the process is a quality check to make sure that the application is reviewable and free
from substantive flaws that would prevent technical staff from completing the technical review once it is started. When
this step is complete, your application will be routed to the appropriate staff and remain in their review queue until it
comes up for review.
3. Technical Compliance. Once an application is administratively complete, it is routed to technical staff for compliance
review. Depending on the type of project, technical staff may include multiple reviewers. You should be contacted by
phone,fax, email,or mail by your TARGET DATE once the initial technical compliance review is complete.
4. Permit Issuance. When the technical compliance review of the application is complete, including any subsequent re-
submittals, each reviewer will approve their section of the application and route it to the Permit Center. When all sections
of the application are received, a Permit Specialist will process the application and contact the person specified on your
application for permit pick-up. Information regarding fees and pre-construction meetings (if required) will be provided by
the Permit Specialist at that time.
WHITE-APPLICANT PINK-BUILDING FILE REV 9/07
NOTES FOR FLOOR PLAN
INTERIOR FRAME WOOD POSTS, SEE
POST SCHEDULE THIS SHEET
GABLE WALL POSTS - 6- X 6- TYPICAL
DOOR POSTS - 4' X 6' TYPICAL
FOOTING DIMENSIONS, B = i' -8'j D = 3'-0'
MAXIMUM POST SPACING 12'"0'
( PURLINS @ 24' O.C„ BEARING OR
JOIST HANGERS (TYPICAL)
ca SPANS 12' TO 60'
Li
a w A A
z
w
J
EE
12
4
DOUBLE TRUSSES
SINGLE TRUSS
PLAN VIEW
N.T.S.--
Z
TRUSS DESIGN
(SD
TRUSS TOP CHORDS
J
NOTES FOR SECTION A -A
TRUSS DESIGN BY TRUSS MANUFACTURER
P(,RtIN
SI Q TYPICAL PURLIN, SEE FLOOR
PURLIN SUPPORT STRUT 2' X '4' X FULL
u
4
DEPTH OF TOP CHORD PLUS PURLIN.
w
zm
NAIL PURLINS W/(3) 16d NAILS
z
S3 2' X 6- @ 24' D.C., 10' BAYS
NAIL STRUT TD. TOP CHORD W/(3) 16d
A
a
=
¢
DF -L #2 GIRTS FLAT @ 24' D.C.
MANUFACTURED TRUSS, NOTCH POSTS
¢
S4 CONCRETE FOOTING, SEE SCHEDULE
1-1/2' EACH SIDE TO PROVIDE TRUSS SEAT.
10
SS
WOOD POST, SEE POST/FOOTING SCHEDULE.
l'URLI
m
4 - 40d GALV. NAILS IN PRE -DRILLED HOLES
W
ROOF FASTENED TO PURLINS WITH
OR 3/4'0 MACHINE BOLT M
h
1 1/2' LONG WOODFAST TEKS.
SOLID BLOCKING AT CONNECTION POINTS.
CL
of
TYP, PURLIN, SEE FLOOR PLAN FOR SIZE
n.
-I
2' X 6. OR 2- X 8- TOP GIRT
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14'-0" 6" X 6' W/z X 6"
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3'-0"
NO
0.55
6" X 8" W/2" X 6"
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3'-0"
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o
12-0"
18'-0" W X 8" W/2" X 6"
UI
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-
0.55
12-0"
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2'-6"
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NO
0.68
12-0"
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3'-6"
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SCHEDULE 30' SPANS, 50
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10'4"
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W X 6" W/2" X 6"
ai
3'-0"
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IL
1a-0"
16'-0"
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2'-V'
3'-0"
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10'4"
*.V'
6" X W W/2" X W
2'-6"
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2'-6"
to C]
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3'-0"
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0.62
12-0"
16'-0"
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EE
12
4
DOUBLE TRUSSES
SINGLE TRUSS
PLAN VIEW
N.T.S.--
--�$�--BUILDIN-G- SEC-TI-ON--A--A
N.T.S.
A), PURLINS MAY BE HUNG
OFF THE TRUSS TDP CHORD
FACES W/ STANDARD
SIMPSON JOIST HANGERS
OR EQUAL.
B), PURLINS MAY BE
BUTTED AND NAILED
W/(2) 16d NAILS
INTO EACH PURLIN.
C). PURLINS MAY BE
LAPPED ANDNAILED
W/(3) 16dNAILS,
ON CONNECTION METHODS
'B' AND 'C', TOENAIL /
BACK SIDE OF PURLIN <<
W/0) 16d NAIL INTO
EACH TOP CHORD MEMBER
SINGLE OVERHEAD DOOR OPTION
FRONT ELEVATION
N.T.S.
NOTES FOR FRONT ELEVATION
S1 HALF TRUSS DESIGN BY OTHERS
SUPPORT PURLINS @ END TRUSS W/2' X 6'
OR 2' X 8' STD JOIST HANGERS,
LOWER TRUSS FOR END OVERHANG, IF REQ'D
S2 2- X 10' HEADER
S3 2- X 6- GIRTS @ 24' O.C., 10' BAYS, DF -L #2
2' X 6' GIRTS @ 24' O.C., 12' BAYS, DF -L #2
S4 2- X 8- FACIA BOARDS
S5 TREATED WOOD POSTS, SIZED PER SCHEDULE
S6 TREATED 2- X 6' BOTTOM GIRT
OR TREATED 2' X 10' BOTTOM GIRT
S1
Z
TRUSS DESIGN
(SD
TRUSS TOP CHORDS
J
NOTES FOR SECTION A -A
TRUSS DESIGN BY TRUSS MANUFACTURER
P(,RtIN
SI Q TYPICAL PURLIN, SEE FLOOR
PURLIN SUPPORT STRUT 2' X '4' X FULL
u
PLAN FOR SIZE
DEPTH OF TOP CHORD PLUS PURLIN.
w
S2 TRUSS DESIGN BY OTHERS
NAIL PURLINS W/(3) 16d NAILS
z
S3 2' X 6- @ 24' D.C., 10' BAYS
NAIL STRUT TD. TOP CHORD W/(3) 16d
A
2' X 6' @ 24' D.C., 12' BAYS
=
p 2
DF -L #2 GIRTS FLAT @ 24' D.C.
MANUFACTURED TRUSS, NOTCH POSTS
00 N
S4 CONCRETE FOOTING, SEE SCHEDULE
1-1/2' EACH SIDE TO PROVIDE TRUSS SEAT.
10
SS
WOOD POST, SEE POST/FOOTING SCHEDULE.
l'URLI
SS EXTEND POST TO TOP OF PURLIN
4 - 40d GALV. NAILS IN PRE -DRILLED HOLES
W
ROOF FASTENED TO PURLINS WITH
OR 3/4'0 MACHINE BOLT M
h
1 1/2' LONG WOODFAST TEKS.
SOLID BLOCKING AT CONNECTION POINTS.
WALLS FASTENED TO
S8
TYP, PURLIN, SEE FLOOR PLAN FOR SIZE
2' X 6' KINGPOST
S9
2' X 6. OR 2- X 8- TOP GIRT
GIRTS WITH I' LONG
H
4 - 16d NAILS OR 3/4'0 M, BOLT
N
WOODFAST TEKS.
TZ:
2'-2"
T -V'
NO
SEE
--�$�--BUILDIN-G- SEC-TI-ON--A--A
N.T.S.
A), PURLINS MAY BE HUNG
OFF THE TRUSS TDP 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,
ON CONNECTION METHODS
'B' AND 'C', TOENAIL /
BACK SIDE OF PURLIN <<
W/0) 16d NAIL INTO
EACH TOP CHORD MEMBER
SINGLE OVERHEAD DOOR OPTION
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
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 BOARDS
S5 TREATED WOOD POSTS, SIZED PER SCHEDULE
S6 TREATED 2- X 6' BOTTOM GIRT
OR TREATED 2' X 10' BOTTOM GIRT
S1
NOTES FOR CONNECTION DETAIL
TRUSS DESIGN
(SD
TRUSS TOP CHORDS
2' X
TYPICAL
TRUSS DESIGN BY TRUSS MANUFACTURER
P(,RtIN
(SD
PURLIN SUPPORT STRUT 2' X '4' X FULL
NerHOD NAfCTION
DETAIL 3
DEPTH OF TOP CHORD PLUS PURLIN.
GABLE END TRUSS
2' X
NAIL PURLINS W/(3) 16d NAILS
S2
(SD
NAIL STRUT TD. TOP CHORD W/(3) 16d
TYP, GABLE
TRUSS CONNEC ION
S3
NAILS EACH SIDE,
O.C,
(o
MANUFACTURED TRUSS, NOTCH POSTS
2- X 4' BOTTOM CHORD BRACING
@ 10'-0. O,C.
1-1/2' EACH SIDE TO PROVIDE TRUSS SEAT.
10
SS
WOOD POST, SEE POST/FOOTING SCHEDULE.
l'URLI
S6
4 - 40d GALV. NAILS IN PRE -DRILLED HOLES
Nf y�D�NBECTION
- 16' & 18'
OR 3/4'0 MACHINE BOLT M
'] - incl I%IATI C
S7
SOLID BLOCKING AT CONNECTION POINTS.
SS
S8
TYP, PURLIN, SEE FLOOR PLAN FOR SIZE
2' X 6' KINGPOST
S9
2' X 6. OR 2- X 8- TOP GIRT
ti�Ntrl"
C.
Sio
4 - 16d NAILS OR 3/4'0 M, BOLT
N
6" X 10"
2'-2"
DETAIL 1 - TRUSS COLUMN
DNNECTION, PURLIN SUPPOR
NOTES FOR FOOTING DETAIL
IS1 TREATED POSTS AS SIZED PER SCHEDULE
2 VIBRATE OR ROD CONCRETE TO OBTAIN
FULL BEARING
53 UNDISTURBED SOIL
I
FOOTING DETAIL
N.T.S.
TREATED POST
DOUBLE OVERHEAD DOOR OPTION
OPTIONAL FRONT ELEVATION
N.T.S.
SINGLE SLIDING DOOR OPTION
OPTIONAL FRONT ELEVATIO1
. - N.T.S.
4 - 16d GALV. NAILS
EACH GIRT
2'X6'OR2'X8'
GIRT (FLAT)
TYPICAL GIRT CONNECTION
GABLE END TRUS
8 - 16d NAILS
2' X 6' X 18'
BOLTING BLOC
8 - 16d NAIL:
CORNER POST
OPTIONAL FRONT ELEVATION
N.T.S.
- 16d NAILS
SPLIT SLIDER DOOR OPTION
OPTIONAL FRONT ELEVATI01`
N.T.S.
NOTES FOR OPTIONAL FRONT ELEVATIONS
Si
SSRUSS
TRUSS DESIGN
BY OTHERS
S2
2' X
TYPICAL
BOTTOM
CHORD BRACING
BOLTING BLOCK--
NOTES FOR TRUSS BOTTOM CHORD
BRACING N.T.S.
DETAIL 3
S1
GABLE END TRUSS
2' X
12'
S2
DOUBLE INTERIOR TRUSSES
2' X
TYP, GABLE
TRUSS CONNEC ION
S3
2' X 4' X -BRACING @ 10' 0'
O.C,
USE BOLTING BLOCKS BELOW
S4
2- X 4' BOTTOM CHORD BRACING
@ 10'-0. O,C.
ALL CORNER COLUMN GIRTS
WALL
OR AS REQ'D BY THE TRUSS
MANUFACTURER
INSTALLED OVER BUILDING WRAP AND WALL SHEETING SHEETING SHALL BE FASTENED TO GIRTS WITH 8d NAILS O 6"
S5
TOENAIL BRACES TO TRUSSES
WITH
- 16' & 18'
6" X 6" W/2" X 6"
'] - incl I%IATI C
HEIGHT W/ 2'
X 8' FACER,
SPLIT SLIDER DOOR OPTION
OPTIONAL FRONT ELEVATI01`
N.T.S.
NOTES FOR OPTIONAL FRONT ELEVATIONS
Si
HALF
TRUSS DESIGN
BY OTHERS
S2
2' X
10'
HEADER UP
TO 12' 0' DOORS
W X D
2' X
12'
HEADER UP
TO 20' 0' DOORS
RULES. HARDWARE SHALL BE SIMPSON OR APPROVED EQUAL. ALL BOLTS SHALL CONFORM TO ASTM A307.
2' X
12'
BACKED WITH 2' X 6' UP TO 24' 0'
S3
2' X
6'
HEADER
FASTENERS. PANELS SHALL BE INSTALLED AND FASTENED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS.
0
4' X
6'
DOOR POST
- 8' THRU 14'
MAY BE COMPOSITION ROOFING OVER 30/ FELT, OR 29 GAUGE METAL ROOFING OVER 15# FELT. BUILDING MAY BE SIDED
WALL
HEIGHT W/ 2'
X 6' FACER,
INSTALLED OVER BUILDING WRAP AND WALL SHEETING SHEETING SHALL BE FASTENED TO GIRTS WITH 8d NAILS O 6"
6' X
6'
DOOR POST
- 16' & 18'
6" X 6" W/2" X 6"
WALL
HEIGHT W/ 2'
X 8' FACER,
SS
DOUBLE
16,4,
2' X 6' KINGPOST
l» billm� :42111am 3c_ l
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/FODTING SCHEDULE
S5 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.
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 WEB BRACING
INTERIOR OR _GABLE - END-- TRUSSES
- `NOTES FOR TRUSS WEB BRACING:
TRUSS DIAGRAMS WILL OFTEN REQUIRE WEB MEMBER BRACING, WHICH IS SHOWN ON TRUSS DRAWINGS S
THE METHOD OF TRUSS WEB BRACING SHdWN ABOVE REPLACES V X 4' OR 2- X 4' WEB MEMBER Bl ACING.
FOLLOW THESE INSTRUCTIONS FOR ALL WEB MEMBER BRACING TO REPLACE 'RAT -RUN' WEB
0L-B
Od NAILS @ 6' D.C. Od NAILS @ 6- ❑.C.
'X 6' OR 2' X 8' ' X 4'
RACE L -BRACE
SS WEB MEMBER TRUSS WEB MEMBER
SECTION B -B SECTION B -B
AT INTERIOR TRUSSES AT GABLE END TRUSS
BUILDING SPECIFICATIONS: .
GENERAL - ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2006 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC
2006), AND ALL STATE & LOCAL BUILDING CODES. THESE SPECIFICATIONS AND PLANS ARE INTENDED FOR USE IN 50 PSF
GLIVE LOAD, 85 MPH WIND SPEED, EXPOSURE B AND SEISMIC DESIGN CATEGORY C.
DESIGN LOADS - ROOF LL = 50 PSF ROOF DEAD LOAD = 5 PSF'
CEILING LL = 0 PSF CEILING DL = 1 PSF
" ROOF OL 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 STRENG H ' -
T F c - 2,000 Psi, 4 SACK MIX FOR FOOTINGS. CAST IN PLACE
CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-05.
DIAPHRAGM SCREWS
WOOD -STRUCTURAL LUMBER SHALL CONFORM TO DF -L d2 OR BETTER BY WWPA GRADING RULES. MAXIMUM MOISTURE
COLUMN
CONTENT SHALL BE 19% BY WEIGHT. NAILING SHALL CONFORM TO TABLE 2304.9.1 FASTENING SCHEDULE & OTHER
KN BRACE
APPROPRIATE SECTIONS OF CHAPTER 23 OF THE IBC. ALL NAILS INTO PRESERVATIVELY TREATED WOOD SHALL BE HOT -DIPPED
SPACING
ZINC COATED GALVANIZED STEEL, SILICONE BRONZE, COPPER OR STAINLESS STEEL CCA TREATED WOOD SHALL CONFORM TO
W X D
THE REQUIREMENTS OF AWPA STANDARDS C-16, C-22, C-23, C-24 & C-28. POSTS FOR BUILDINGS SHALL BE AS NOTED
FpIAPHRAGM SCREWS e ENDWALL1l.� JgAJ GjRT ACROSS
ENDWALL DOOR
ON THE PLANS. ALL POST MATERIALS SHALL BE HEM -FIR #2 OR BETTER, FULL DIMENSION AND GRADED BY WWPA GRADING
HEADERS 6 GABIE END TRUSS TOP CHORD,
EAVE 6 RIDGE PURLINS ON ROOF
RULES. HARDWARE SHALL BE SIMPSON OR APPROVED EQUAL. ALL BOLTS SHALL CONFORM TO ASTM A307.
W -W,
METAL PANELS MAY BE DELTA RIB STYLE, GALVANIZED OR PAINTED, 29 GAUGE THICKNESS, ASTM A653 STRUCTURAL QUALITY
2'-2"
(SQ), Fy = 80.0 ksl. ROOF PANELS SHALL BE FASTENED TO PURLINS WITH PLATED, GASKETED 1 1/2" LONG METAL TO
NO
WOOD FASTENERS. WALL PANELS SHALL BE FASTENED TO GIRTS WITH PLATED, GASKETED 1" OR LONGER METAL TO WOOD
10'-0"
FASTENERS. PANELS SHALL BE INSTALLED AND FASTENED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS.
DIAPHRAGM SCREWSI TYPICAL SCREW PATTERN, EXCEPT AS
ALTERNATE ROOFING & SIDING APPLICATIONS - BUILDING ROOF MAY BE SHEETED WITH 15/32" O.S.B. BOARD, 1/2" C -DX
NOTED ABOVE
PLYWOOD OR OTHER APA RATED SHEETING, NAILED O 6" 0. C. W/ ad OR 10d NAILS. FINISH COVERING FOR SHEETED ROOF
0.41
MAY BE COMPOSITION ROOFING OVER 30/ FELT, OR 29 GAUGE METAL ROOFING OVER 15# FELT. BUILDING MAY BE SIDED
12'-0"
WITH 7/16" O.S.B. BOARD, 1/2" C -DX PLYWOOD; 15/32" T-111 PLYWOOD SIDING OR NARDI-PLANK. LAP SIDING MAY BE
STEEL SHEETING SCREW PATTERNS
INSTALLED OVER BUILDING WRAP AND WALL SHEETING SHEETING SHALL BE FASTENED TO GIRTS WITH 8d NAILS O 6"
NO
POST/FOOTING SCHEDULE 12' - 24' SPANS, 60 PSF LIVE LOAD
POST
COLUMN
FOOTING
KN BRACE
CONCRETE
SPACING
"H"
W X D
"B" DIA
'T'
I REQUIRED
VOLUME, YD
la -al
W -W,
6" X 6"
2'-2"
V-&,
NO
0.41
10'-0"
IV -W
6" X W
2'-2"
3'-0"
NO
0.41
1a-0"
12'-0"
6!'X 6"
2'-Z"
T -O"
NO
0.41
IV-V'
14'4"
6" X 6" W/2" X 6"
2'-2"
T -O"
NO
0.41
10'-0"
16,4,
6!'X F'
2'-z,
x -w,
NO
0.41
IV -w,
18'-0"
6" X 10"
2'-2"
T -V'
NO
0.41
1W -V'
20'-0"
6" X 10"
Z -T'
3'-0"
NO
0.45
10'-0"
22'-0"
6" X 10" W/2" X W
7-T'
3'-0"
NO
0.45
10'-0"
W4Y'
6" X 10" W/2" X 6"
z3'•
3'-0"
NO
0.45
124"
W-91 6" X 6"
2'4"
3'-0"
NO
0.48
12-0^
10'-0" VX 6''
Z-4"
T -W'
NO
0.48
12-0"
IZ-W' 6" X 6 W/2' X 6"
2'-6"
T-9-
NO
0.55
12-&
14'-0" 6" X 6' W/z X 6"
2'•6"
3'-0"
NO
0.55
6" X 8" W/2" X 6"
2' 6"
3'-0"
NO
0.55
12-0"
18'-0" W X 8" W/2" X 6"
2'-6"
T.Vl
NO
0.55
12-0"
20 -0' 6' X 10" W/2' X 8"
2'-6"
T-2"
NO
0.68
12-0"
22-4; , 6' X 10" W/2" X 6"
2'-6"
3'-6"
NO
0.64
12-0"
1 244' '6' X 12"
2.6"
T -T'
YES
0.69
POST/FOOTING
SCHEDULE 30' SPANS, 50
PSF LIVE LOAD
10'-0"
8'-0"
6" X 6"
2'-6"
T -al
NO
0.55
10'-0"
10'4"
6;'X 6"
2'-6"
TV'
NO
0.55
IV -9-
12'-0`'
6" X 6" W/2" X 6"
Z -V'
3'-0"
NO
0.55
10'4"
I f4Y'
W X 6" W/2" X 6"
2'-6"
3'-0"
NO
0.55
1a-0"
16'-0"
6" X 8"
2'-V'
3'-0"
NO
0.55
10'4"
*.V'
6" X W W/2" X W
2'-6"
v -u,
NO
0.55
2W-vf
6" X 10"
2'-6"
x -u-
NO
0.55
22-0'
6" X 10" W/2" X 6"
24'
T-2'
NO
0.68
10'-0"
M4116"
X 12"
2'-6"
3'-3"
NO
0.59
IZ-V'
84'
6" X 6"
2'-8"
3'-0"
NO
0.62
12-0"
IV-V'
W'j( W
2'-8"
T.0"
NO
0.62
12-0"
12'4"
6" X W W/2" X 6"
74'
3'-0"
NO
0.62
12-0"
14'-0"
6!'k 8"
Z4'
3'-0"
NO
0.62
12-0"
16'-0"
6!'X 8" W/2" X 6"
2'-8"
T -O"
NO
0.62
12-0"
18'-0"
6!'X 10"
2'-8"
3'-W'
NO
0.62
12-()"
20'-0"
VX 10" W/2" X 6"
2'-8"
3'-0"
NO
0.62
12-0"
Zr-d'
;6" X 12"
2'-8"
3'3"
YES
0.68
12-0"
I 24'-0"
16!'X 12"
2'-8"
3'-6"
-
NO
0.73
POST/FOOTING
SCHEDULE 36' SPANS, 60 PSF LIVE LOAD
IV -O"
8'-0"
6" X W
2'-8"
T-91
NO
0.62
10'-0"
IV-V'
6" X 6''
2'-8"
3'-0"
NO
0.62
IV_V'
IX -V'
6" X 6" W/2" X 6''
2'-8"
T-13"
NO
0.62
10'4"
14'-0"
6" X 6" W/2" X 10
2'-8"
T.0"
NO
0.62
1V -V'
16'-0"
6" X F'
2'-8"
3'-0"
YES
0.62
10'4"
*-d'
W X 8"W/2" X 6" .
2'-8"
3'-0"
NO
0.62
10'-0"
20'-0"
6" X 101
241
T -V'
NO
0.62
10'4"
2Z.v,
6" X 10" w/2'' X &,
Z4,
3'-0"
NO
0.62
2:-8„
3,•3••
NO
0.68
8'-0"
6" X W
2'-1a'
T -O"
NO
0.70
124"
10'-0"
6" X 0;
T -W
3'-0"
NO
0.79
12-0"
12-0'
6" X vi W/2" X 6"
3'-0"
3-0'
NO
0.79
124"
W -W
6" X 8
T -V'
34'
NO
0.79
124"
W-0-
6" X 8 W/2 X 6"
T -V'
3'-0"
NO
0.79
124"
18°-0"
6'' X 10"
w -v,
w4i
NO
0.79
124"
2a-0"
6" X 10" W/2'' X 6"
3'A"
3'-0"
NO
0.79
124'
22'-0"
6'' X 12''
3'-0"
T-2"
NO
0.83
12-0"
24'-0"
6!'X 12" W/2'' X 6"
3'-0"
3'-6"
NO
0.92
POST/FOOTING
SCHEDULE 40' SPANS,
50
PSF LIVE LOAD
IV-V'
W -W
6!'X 6"
2'-10"
3'-0"
NO
0.70
10'4'
6" X 6'* W2'' X 6"
2'-10"
T -V'
NO
0.70
IZ-V'
6" X 6" W/2" X 6''
2'-10"
3-0,
NO
0.70
1a-0"
14'-0"
6''X8'' W/2" X 6''
2'40"
T -V'
NO
0.70
1a-0"
16' a'6"
x 8" W/2" X 6" -
z-10"
x -w.
NO
0.70
184"
6" X 10 -
2'-10'
3'-0"
'NO
0.70
19-Y'
20'-0''
6" X 10" 1111%2" X 6"
2'40"
3'-2"
NO
0.74
12'-0"
8'0"
6" X 6'
3'-0"
T -V'
NO
0.79
124"
IW -V'
6" X 6" "
3'-0"
T.0"
NO
0.79
12-0"
12-0"
6" X 6' W/2" X W'
3-0"
T_V,
NO
0.79
124"
14.0"
6" X 8'
T -V'
T -V'
NO
0.79
124'
16!-V'
W X 8' VN/2'' X W'
T -W
3'-0"
NO
0.79
124"
18'-0"
6'' X IV,
3'-2"
3'-0"
NO
0.88
12-0" 1
W -W
6" X 10" W/2" X 6"
3'4"
3'-2"
NO
0.93
POST/FOOTING
SCHEDULE 50' SPANS, 60
PSF LIVE LOAD
10'-0"
8'-0"
6„ X 6"
3'-2"
3'-0"
NO
0.88
10'-0"
IV-V'
6" X 6" W/2" X 6''
3'-Z'
34'
NO
0.88
10'-0"
IZ-V'
6" X 6" W/2" X 6"
T-2"
T4'
NO
0.88
IV-V'
14'-0"
6" X 8"
3'-T'
3'4"
NO
0.88
104"
16'-0"
6" X 8" W/2" X 6"
3'-2"
T -V'
NO
0.88
10'-0"
18'-0"
6" X 8" wa, X 6"
3'-z'
T -O"
YES
0.88
104"
20'-0"
6!'k 10"
T4'
3'-2"
YES
0.93
IZ-V'
W -V'
6!'X 6"
3'-4"
3'-0"
NO
0.97
124"
IV -O"
6" X 6" W/2" X 6"
T -N'
V -V'
NO
0.97
12-0''
12'-0"
6" X 6" W/2'' X 6"
w4,
x -V,
NO
0.97
124"
14'-0
6" X 6" W/2'' X 6"
T -W'
3'-0"
NO
1.07
12-0"
16'-0"
6" X 8" W/2" X 6"
3,-6"
3'-0'
NO
1.07
12-0"
18' 0
6" X I& W/2" X wi
T -V'
3'-0"
NO
1.07
124"
20:-0„
6" X IV' W/2" X 6''
3,-6„
T-13"
YES
1.07
POST/FOOTING
SCHEDULE 60' SPANS,
60
PSF LIVE LOAD
10'4"
&-&'
67'X 6"
3'4"
T -W'
NO
0.97
IV-V'
IV-V'
6" X 6'' W/2'' X 6''
T4'
T -V'
NO
0.97
IV-V'
12-0'
6" X 6 W/2" X 6"
T4'
T -V'
NO
0.97
IV-V'
14-0'
6" X 8' W/2" X 6"
3'4"
T -O"
NO
0.97
1V -V'
IV -0"
6" X 8' W/2" X 6"
34'
T.0"
NO
0.97
1a-0"
18'4Y"
6" X 10" W/2" X 6"
3'4"
3'-0"
NO
0.97
10'-0"
2W -U'
6!'X 10" W/2" X 6"
3' B ,
3'-0"
YES
1.07
6!'X 6" W/2" X 6'
3'-8"
3'4"
NO
1.18
124"
IV-V'
6" X 6" W/2" X 6"
3'-8"
3'-0"
NO
1.18
12-0"
12'-0"
W X 8" W/2" X 6"
3'-8"
3'-0"
NO
1.18
124"
14'-0"
6" X 8" W/2" X 6''
3'-8"
T -V'
NO
1.18
124"
16'4"
6" X IW'
3' 8"
T -V'
NO
1.18
12-0"
18'-0"
6" X 10" W/2" X 0i
T-8',
34'
YES
1.18
124' 1
20'-0' 16!'X
12"
T-8"
34'
NO
1.18
OR 1 1/2"OMP LONG X 16 GA. STEEL STAPLES O 6" o. NOTE:
PANEL EDGES &INTERMEDIATE FRAMING. o. C., N.T.S 1. THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH
SOIL COMPACTION -ALL BACKFILLED SOIL BENEATH FOOTINGS TINN GS SHALL BE COMPACTED WITH A VIBRATORY COMPACTOR TO 95%
OF THE PROCTOR DENSITY AS DETERMINED BY ASTM A1557, METHOD D. - l�L 2" X 6" LAMINATIONS.
TRUSSES SHALL BE DESIGNED BY AND BEAR THE SEAL OF AN ENGINEER REGISTERED TO PRACTICE IN THE STATE OF
WASHINGTON. 2. ENDWALL POSTS SHALL BE 6" X 6" ROUGH CUT HEM -FIR 2 TREATED
,�4
TRUSS LOADING: TOP CHORD LIVE LOAD = 50 PSF POSTS UP TO 16'-0"
WALL HEIGHT. ABOVE 16' WALL HEIGHT,
TOP CHORD DEAD LOAD = 5 PSF_ ENDWALL POSTS SHALL BE 6 X 8 ROUGH CUT HEM -FIR #2 POSTS.
BOTTOM CHORD DEAD LOAD = i PSF iK 3. FOOTINGS FOR ENDWALL POSTS SHALL BE A MINIMUM OF 18"0 X
1, V-0" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT,
o
I8 7 FOOTINGS SHALL BE 24"0 X 3'-4" DEEP.
2 - 16d NAILS S f ° Gti 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH
-H CONAL CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT HAVE
CONCRETE FLOORS, INCREASE FUOTING DIAMETER X 2" & FOOTING
EXPIRES 12/29/09 DEPTH X 4".
cu
_111 60: ff ORA WAMBEKE ENGINEERING
ti III
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
E.
STRUCTURAL DESIGN FOR POST FRAME BUILDINGS
12' TO 60' SPANS, 50 PSF LIVE LOAD, 2006 IBC
DIAMOND BUILDING SUPPLY
2930 W. OWENS ROAD
DEER PARK, WASHINGTON 99006
BY DATE DRAWING NO,,
DRAWN AMBEKE 6-08-08 DIAMOND.I8C50.2006
', CHECKED
BY DATE DESCRIPTILIN OF CHANGE PROJECT 1 2008 SCALE, N.T.S. SHEET, I OF I