2008, 04-28 Permit App: 08001417 Pole BldgProject Number: 08001417 Inv: /
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 4/28/2008 Page 1 of 2
Project Information:
Permit Use: NEW 40 X 50 POLE BLDG Contact: MORTON, KENNETH W
Address: 3714 N EDERTON RD
C - S - Z: SPOKANE VALLEY, WA 99212
Setbacks: Front Left: Right: Rear: Phone: (509) 924-1583
Group Name:
Site Information: Project Name:
Plat Key: Name: Range
District: Nort
Parcel Number: 45063.2406
Block: Lot:
SiteAddress: 3714 N EDGERTON RD
Location:: CSV
Owner: Name: MORTON, KENNETH W
Address: 3714 N EDERTON RD
SPOKANE VALLEY, WA 99212
Zoning: R-2 SF Res Suburban District
Water District: 002 ORCHARD AVENUE Hold: O
Area: 22,008 Sq Ft Width: 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information:
Depth: 0 Right Of Way (ft): 0
Review
Building Plan Review
Released By:
Originally Released: 4/17/2008 By: tmelbourn
Landuse/Zoning/H E Conditions
Released By:
See ADE -05-08 for exception to 10% limitation
Originally Released: 4/28/2008 By: mpalaniuk
Permits: r
Operator: jmm Printed By: jmm
Print Date: 4/28/2008
Project Number: 08001417 Inv: /
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 4/28/2008 Page 2 of 2
Contractor: OWNER '
Building Permit
Firm: OWNER
Phone: (000) 000-0000
This Application: Total Project:
Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation
POLE BDLG U -I VB 40X50 2,000 $38,000.00 2,000 $38,000.00
POLE BLDG
Item Description
RESIDENTIAL PERMIT FEE
ACCESSORY PLANS REVIEW
WSBC SURCHARGE
Notes •
Totals: 2,000 $38,000.00 2,000 $38,000.00
Units Unit Desc Fee Amount
I SELECT $522 55
1 SELECT $130.64
1 SELECT $4.50
Permit Total Fees: $657.69
Payment Summary:
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $657.69 $657.69 $0.00 $657.69
$657.69 $657.69
$0.00 $657.69
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: jmm Printed By: jmm
Print Date: 4/28/2008
Permit Center LVED BY
Scmokor ane Spokane Valley, 11703E Sprague A j3KANE VALLEY
pyVAA
,Valley. (509)688-0036 FAX: (508100372008
w•ww.spokaneva 11ey.org
Community Development PERMIT CENTER
Residential Construction B ew Construction ❑ Accessory Bldg
Permit Application ❑ Addition/Remodel ❑ Deck
14Other:
PERMIT NUMBER: J 7 j.%
PERMIT FEE:
SITE ADDRESS
/V . 32/V er/gI/7 /n.,/ /a/
ASSESSORS PARCEL NO: lilt tO/ 3, eG'/04, LEGAL DESCRIPTION:
Buildirig'Owner: . i . t=•Contraciori
( i 3 'a
. ..r . _ t
'DC7 t, � �5 :,�,.
Name:
ef.tiv/IA i' i'vi /SP ito.t!
Name:
Address: 37/y ecc/Qr7L /,t.( 47
Address:
City: State: Zip:City:
SyoAkr,✓,uf tern- 992/2
State: Zip:
Phone:Fax: .
toy a`!J -/ciR,3
Phone: Fax:
ARAGE SQ. FTG:
O* NA.0
Contractor Lic No: Exp Date:
Contact Person' „ `. `.' :-f ;",
City Business Lic. No:
HEAT SOURCE:
N/i9
SEWER OR SEP C?
/V
Name: K' 2 ✓,c/P 2/% nif A79 -4-C7'
Phone: 9,j y- is -R,3 Airs -e / ern- 74 SR
Cc//
Describe the scope of work in detail:
Cost of Project: $ / r dvo, 00
/5c>//c/ -4ySo PJz Ulo( “)/co.sg.c-1- ('/oot
Proposed Use: c5 6 rig If IAstszieiyy
**************The following MUST be complete: (write N/A if not applicable)**********************
HEIGHT TO PEAK:
/ 8 "
DIMENSIONS:
'�/O ',l/ SS O X/2-
,'# OF STORIES:TOTAL
/
HABITABLE SPACE:
W/fi
MAIN FLOOR TO SO.
FTG:
2"" FLOOR SQ. FTG:
/V//9
UNFIN BASEMENT SQ. FTG:
/p
IMPERVIOUS SUURFACE
AREA: Af/
.. 0 0 0
FINISHED BASEMENT
SQ. FTG: ,1J/4
ARAGE SQ. FTG:
O* NA.0
DECK/COV. PATIO SQ. FTG:
/t3/44
30% SLOPES ON
PROPERTY: Weng
# OF BEDROOMS:
.z///a
CONSTRUCTION TYPE:
�as�
HEAT SOURCE:
N/i9
SEWER OR SEP C?
/V
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.
Method of Payment:
0 Cash
Bankcard #:
Authorized Signature:
REVISED 2J15/07
❑ Check
0 Mastercard
Expires:
DATE: 1///7/08
❑ VISA
VIN#:
Spokane 11703 E Sprague Ave Suite 8-3♦ Spokane Valley WA 99206
♦509.688.0036 ♦ Fax: 509.688.0037 •
Walley®
MX Completed Building and Mechanical Application with: Accurate address, Parcel
Number and/or Legal Description, description of work, owner and contractor
information, signature and date.
MX Three (3) sets of plans including Site Plan, elevations, floor plans, foundation plans
with details, roof plan, framing plans and details.
�X Show the height of any proposed buildings or accessory structures.
�X Floor plan for each floor: Dimension to scale(minimum 1/8") 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.
Egress windows: Provide at least one window or exterior door approved for
emergency escape or rescue from basement and in every room for sleeping.
EX Floor framing details: Joist type, size, spacing andinstallation details.
Roof framing plan and details
❑X Furnace and hot water heater location
aX All header locations: type, size and connections
Foundation plan
Insulation information
Decks and Stairway details
All braced wall panel types: show locations and details of installation, including
engineered design
Smoke detector locations
22" x 30" attic access location
18" x 24" crawl space access
One-hour separation detail: between house and garage
Spokane
Valley®
For City Use Only
PLUS Project Number «, - / L/) r)
Project Address , '2/ t/ / 7 S, -/c a-/z9p
11703 E Sprague Ave Suite B-3 4 Spokane Valley WA 99206
509.688.0036 H 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 revised target date.
L -/%a3 /oa
Your application review TARGET DATE is
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.
Ti for a Smoother Project Application Review
i Submit complete. accurate plans -and documents.
Fxbu time may be required for re -submittals as project application reviewers work on multiple applications and it
may be several days hefore they can look at your new or revised information.
i Designate a specific contact person to communicate with the City.
While the person designated as the applicant's contact person with the City cath be changed, one individual with the
expertise for dealing with reviewer comments would be the best choice for the entire review process.
i 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 dale, 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 tittle 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. entail, 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
to Permit Specialist at that time.
WHITE - APPLICANT PINK -BUILDING FILE
REV 9/07
TREATED POST
16d GALV, NAILS
2' X 6' GIRT (FLAT)
0
1
0
TYPICAL GIRT CONNECTION
NOTES FOR FLOOR PLAN
®1 INTERIOR FRAME WOOD POSTS, SEE
POST SCHEDULE THIS SHEET
S GABLE WALL POSTS - 6' X 6' TYPICAL
DOOR POSTS - 4' X 6' TYPICAL
FOOTING DIMENSIONS, B + i' 8'1 D = 3' 0'
MAXIMUM POST SPACING 12' 0'
PURLINS @ 24' O.C., BEARING OR
JOIST HANGERS (TYPICAL)
(n
W
SPANS 12' TO 60'
EACH
PURLIN CONNECTION METHODS'
A),
GIRT
-c DOUBLE TRUSSES
f J
Z Is/
1:-.11.?.
0J .O coo
X 1 .t
• NN ni • Xez
CL o
0
DOUBLE TRUSSES
3'
SINGLE TRUSS
® �®
PLAN VIEW
N.T.S.
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
INT❑ EACH PURLIN,
C). PURLINS MAY BE
LAPPED AND NAILED
W/(3) 16d NAILS
ON CONNECTION METHODS
'Be' AND 'C', TOENAIL
BACK SIDE OF PURLIN
W/(1) 16d NAIL INTO
EACH TOP CHORD MEMBER
4.
,1 , 1lM111
■
11111111
NOTES FOR SECTION A -A
S1 TYPICAL PURLIN, SEE FLOOR
PLAN FOR SIZE
S2 TRUSS DESIGN BY OTHERS
0 2' X 6' @ 24' O.C.,10' BAYS
2' X 6' @ 24' ac., 12' BAYS
DF -L #2 GIRTS FLAT @ 24' 0. C.
S4 CONCRETE FOOTING, SEE SCHEDULE
S5 EXTEND POST TO TOP OF PU,^.LIN
ROOF FASTENED- TO -PURLINS WITH
1 1/2' LONG WOODFAST TEKS.
WALLS FASTENED TO
_ -GIRTS WITH 1' LONG
WOODFAST TEKS.
• SEE FOOTING ` y:
DETAIL
BUILDING SECTION A -A
1z e
adtgaltillM
N.T.S.
%sot
SINGLE OVERHEAD DOOR OPTION
FRONT ELEVATION
N.T S.
NOTES FOR FRONT ELEVATION
Si 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
0 2' X 8' FACIA BOARDS
SS TREATED WOOD POSTS, SIZED PER SCHEDULE
S6 TREATED 2' X 6'. BOTTOM GIRT -
OR TREATED 2' X 10' BOTTOM GIRT
NOTES FOR CONNECTION DET_
CD TRUSS TOP CHORDS
TRUSS DESIGN BY TRUSSANUFACTURER
S2 PURLIN SUPPORT STRUT -.X '4' X FULL
DEPTH OF TOP CHORD PS PURLIN.
NAIL PURLINS W/(3) 16eIAILS
S3 NAIL STRUT TO TOP CHO W/(3) 16d
NAILS EACH SIDE,
S4 MANUFACTURED TRUSS: NCH POSTS
1-1/2' EACH SIDE TO PIVIDE TRUSS SEAT.
SS WOOD POST, SEE POST/TOTING SCHEDULE,
S6 4 -. 40d GALV. NAILS IIPRE-DRILLED HOLES
OR 3/4'0 MACHINE BOL1
OD SOLID BLOCKING AT COECTION POINTS.
S8 TYP. PURLIN, SEE FLOOIPLAN FOR SIZE
S9 2' X 6' OR 2' X 8' TOGIRT
SS 4 - 16d NAILS OR 3/4' M. BOLT
DOUBLE OVERHEAD DOOR OPTION
DETAIL 1 - TRUSS COLUMN OPTIONAL FRONT ELEVATION
CONNECTION, PURLIN SUPPORT
(U
N.T.S.
16d NAILS
6", 8" OR
10" POST
NAILING PATTERN FOR
POST LAMINATIONS
NOTE: 2" X 6" LAMINATE MUST BE A TREATED MEMBER
AND MUST EXTEND TO THE BOTTOM OF THE FOOTING.
LAMINATE MAY BE SPLICED ABOVE MID HEIGHT OF COLUMN
NOTES FOR FOOTING DETAIL
TREATED POSTS AS SIZED PER SCHEDULE
VIBRATE OR ROD CONCRETE TO OBTAIN
FULL BEARING
UNDISTURBED SOIL
FOOTING DETAIL
GABLE END TRUSS
8 16d NAILS
N.T.S.
2' X 6' X 18'
BOLTING BLOCK
N.T,S,
DETAIL 2 -
NOTES FORTAIL 2- KNEEBRACE
KNEE BRACE
S1 TRUSSP CHORD, DESIGN BY OTHERS
S2 TRUSSTTOM CHORD, DESIGN BY OTHERS
S3 2' X OF -L #2 EACH SIDE
(0 WOOD T, SEE POST/FOOTING SCHEDULE
SS 4 - 1GALV, NAILS, EACH SIDE
1). KNEE CE REQUIRED WHERE
SHOWN POST/FOOTING SCHEDULE,
BRACEIT REQUIRED AT GABLE END TRUSSES.
2>, ALTEITE KNEE BRACE/POST AND TRUSS/POST
CONNEON = USE 3/4'0 THRU BOLTS,
EACH :ATION.
N.T.S.
BUILDING SPECIFICATIONS:
GENERAL - ALL BUILDING CONSTUCTION SHALL CONFORTO THETHE
06
DITION
RN
LDING
E
STATE & LOCAL BUILDING CODES. THESE SPEC FICATIONSMAND PLANSOAREE NTEND DF FOR USES IN 30 ORL 40 1PSF LIVEDLOAD,C850MPH ANLL
WIBPEED,
EXPOSURE B AND SEISMIC DESIGN CATEGORY C.
DESIGN LOADS - ROOF LL = 30 OR 40 PSF ROOF DEAD LOAD = 5 PSP
CEILING LL = 0 PSF - CEIUNG DL = 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 BETTERISSER
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 CONSTRION
SHALL CONFORM TO ACI 318-05.
WOOD - STRUCTURAL LUMBER SHALL CONFORM TO DF -L #2 OR BETTER BY WWPA GRADING RULES. MAXIMUM MOISTURE CONTENT SHALL 19% BY
WEIGHT. NAIUNG SHALL CONFORM TO TABLE 2304.9.1 FASTENING SCHEDULE & OTHER APPROPRIATE SECTIONS OF CHAPTER 23 OF THE IEALL
NAILS INTO PRESERVATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC COATED GALVANIZED STEEL, SIUCONE BRONZE, COPPER OR STAISS
STEEL CCA TREATED WOOD SHALL CONFORM TO THE REQUIREMENTS OF AWPA STANDARDS C-16, C-22, C-23, C-24 & 0-28. POSTS FI
BUILDINGS SHALL BE AS NOTED ON THE PLANS. ALL POST MATERIALS SHALL BE HEM -FIR #2 OR BETTER, FULL DIMENSION AND GRADED 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 = .0 lot.
ROOF PANELS SHALL BE FASTENED 70 PURLINS WITH PLATED, GASKETED Iv? LONG METAL TO WOOD FASTENERS. WALL PANELS SHALE
FASTENED TO GIRTS WITH PLATED, GASKETED 1" OR LONGER METAL TO WOOD FASTENERS. PANELS SHALL BE INSTALLED. AND FASTENED /ORDING
TO THE MANUFACTURER'S RECOMMENDATIONS.
ALTERNATE ROOFING & SIDING APPUCATIONS - BUILDING ROOF MAY BE SHEETED WITH 15/32" 0.5.8. BOARD, 1/2" C -DX PLYWOOD OR "iER APA
RATED SHEETING, NAILED 0 6" 0. C. W/ 8d OR 10d NAILS. FINISH COVERING FOR SHEETED ROOF MAY BE COMPOSITION ROOFING OVER # FELT,
OR 29 GAUGE METAL ROOFING OVER 15# FELT. BUILDING MAY BE SIDED WITH 7/16" 0.5.B. BOARD, 1/2" C -DX PLYWOOD, 15/32" T-11
PLYWOOD SIDING OR HARDI-PLANK. LAP SIDING MAY BE INSTALLED OVER BUILDING WRAP AND WALL SHEETING. SHEETING SHALL BE FASTED TO
GIRTS
WITH 8d,
SOILCOMPACTION A' ALL BACKFILLED SOIL BENEATH HNFOOTI GS SHALL EBESCOMPACTED WIDTH A VIBRATORY PANEL ECOMP CTOR TO 95% OFDGES & INTERMEDIATE R THEN
NPRIOR
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 OR 40 PSF
TOP CHORD DEAD LOAD = 5 PSF - BOTTOM CHORD DEAD LOAD = 1 PSF
TRUSS WEB BRACING
SINGLE SLIDING DOOR OPTION INTERIOR OR GABLE END TRUSSES
. OTES. -: FOR TR7USS TWEE.- RRAGLNG:_
-piOPTIONAL FROivT -ELEVATION- N
-� TRUSS DIAGRAMS WILL OFTEN REQUIRE WEB MEMBER BRACING, WHICH IS SHOWN DML TRUSS DRAWINGS -6 r5zZI
N.T.S. THE METHOD OF TRUSS WEB BRACING SHOWN ABOVE REPLACES 1' X 4' OR 2' X 4' WEB -MEMBER BRAING
FOLLOW THESE INSTRUCTIONS FOR ALL WEB MEMBER BRACING TO REPLACE 'RAT -RUN' WEB
10d NAILS @ 6' O.C. Od NAILS @ 6' O.C.
' X 6' OR 2' X 8' ' X 4'
L -BRACE L -BRACE
12
4
1�1P1`
ado
11
3068 MANDOOR OPTION
Y
4.
011
NN -
•'0 OPEING
IP'0
OPTIONAL FRONT ELEVATION
N.T.S.
- 16d NAILS
CORNER POST
2' X 6' X 18'
'BOLTING BLOCK
DETAIL 3
- 16d NAILS
TYP, GABLE END
TRUSS CONNECTION
USE BOLTING BLOCKS BELOW
ALL CORNER COLUMN GIRTS
SPLIT SLIDER DOOR OPTION
OPTIONAL FRONT ELEVATION
NOTES FOR OPTIONAL FRONT ELEVATIONS
S1 HALF TRUSS DESIGN BY OTHERS
S2 2' X 10' HEADER 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
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.
SS DOUBLE 2' X 6' KINGPOST
N.T.S,
TRUSS WEB MEMBER TRUSS WEB MEMBER
SECTION B -B SECTION B -B
AT INTERIOR TRUSSES AT GABLE END TRUSS
TYPICAL I RUSS BOTTOM CHORD BRACING
NOTES FOR TRUSS BOTTOM CHORD BRACING
® GABLE END TRUSS
0 DOUBLE INTERIOR TRUSSES
S3 2' X 4' X -BRACING @ 10' 0' O,C,
0 2' X 4' BOTTOM CHORD BRACING 2 10'-0' D.C.
OR, AS SPECIFIED BY TRUSS MANUFACTURER
SS TOENAIL BRACES TO TRUSSES WITH
3 - 10d NAILS
41,7,5
1 1 1
11_1
1 1
1_I - 1
TYPICAL SIDE ELEVATION
NOTES FOR SIDE ELEVATION
S1 2' X 8' HEADER
S2 2' X 10' HEADER FOR 10' & 12' SLIDING DOORS
2' X 8' HEADER FOR 8' & SMALLER SLIDING DOORS
N.T.S,
SHEATHING REQUIRMENTS
THE FOLLOWING MIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED'
■ ROOF STEEL' 2%AUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT
■ FIELD SCREWS' 0 x 1 1/2' AT 9' 0.0. (NEXT TO HIGH RIB>
■ EAVE AND RIDGPURLIN SCREWS' 1114 x1 1/2' AT BOTH SIDES OF
EACH MAJOR RIB
THE FOLLOWING MIMUM ENDWALL DIAPHRAGM REQUIRMENTS ARE NEEDED'
▪ ENDWALC`ST EL9 GAUGE GRAND -RIB III, 36 -WIDTH OR EQUIVALENT
■ FIELD SCREWS' 0 x 1 1/2' 2 9' D.C. (NEXT TO HIGH RIB)
■ BASE GIRT, ENDRUSS, AND DGR HEADER SCREWS' 1114 x 1 1/2'
B BOTH SIDES C EACH MAJOR RIB. - _. -
DIAPHRAGM SCREWS
ENDHALOREEAESWGABEAENGSTWL HDR6LDTRUSOP CHORD,
EAVE & RGE r'URLINS ON ROOF
DIAPHRAGFSCREWS) TYPICAL SCREW PATTERtI, EXCEPT AS
NOTED ABUE
STEEL 'SHEETING SCREW PATTERNS
N.T.S
POST/FOOTING SCHEDULE 12 -24' SPANS, 30 & 40 PSF LIVE LOAD
POST
COLUMN
FOOTING KNEE BRACE
CONCRETE
SPACING
WXD
"B" DIA
'T' REQUIRED
VOLUMEYD3
10,.0,,
10-0
10-0
10.0
__10'4P_
10'.6"
10'.0
12':0
14'-O
16'-0
18'-0
6"X6"_
6 X6'
s X6
6 X6"W/2"X6"
6X8"
6" X 10" _
6" X 10"
18"
1B- -"-
18"
18
20"
20"
21"
3'-0"
3'-0"
3'-0
3'-0
3'-0
NO
NO i.
NO
NO
_..NO..__.
NO
0.20'
0.20
0.20
0.24
0.24
0.27
12-0"
12-0"
12-0
12-0
12-0"
12-0"
12.0"
8'-0"
10'-0
12-0
14'4
16'-0
18'-0"
20'-0"
6" X 6"
6X6
6X6W/2X6
6 X6 W/2 X6
6X8W/z X6
6"X8"W/2"X6"-
6" X 10" W/2" X 6"
26"
26"
26
- 2n
26
26"
26"
3'-0"
3'-0"
3'-0"
3'-0"
3'-2" NO
041.°`
041
0.41
0.41
0.41
0.44
POST/FOOTING SCHEDULE 30' SPANS, 30 8.40 PSF LIVE LOAD
POST
COLUMN
FOOTING KNEE BRACE
CONCRETE;
SPACING
`:WXD
"B" CIA.
'T' REQUIRED
VOLUME,..YD3
10'-0"
1b'-0"
10'-0"
10-0
10'-0"
10'M"
- 1a -a:_
6'-0"
10'M""
17-0"
14'M"
16'•0"
18'-0
20'-0
22.0"
6"X 6"
6" X 6"
6"X6"W/2"X6"
6^X6"W2'X6`"
6:.X6:,- --
e" 8'W/2 X6
6X8W2X6"'
6"X10"W/2"X6"
6"X12::-------
26"
26"
2- 6"....
- 26
- 26
I
.26
26"
26"
26"...
3'-0"
3'-0"
3'-0"
3'-0"
3'-0
3'•2"
3'3"
NO
NO
NO
NO _.
NO
NO
NO
NO
_
0.41
0.41
0.41
0.41
0.41
0.41
0.41
0.44
0.45
12-0"
---i2---622-
12-0"
2-0
12.0"
12-0
12-0
12-0"
12-0"
12-0
12-0"
8'411
•10'-0
12'-0
14.0
16-0
18'-0"
20'-0"
22%0
6"-X 6"
6 X6"
6"X6"W/2"X6'
eh X8
6" X8 W/2" X 6"
6" X• 10"
6" RIFT -
6"
12" 6 X12"W/2 X 6"
6"X12"
28"
28"
28"
28"
28"
28"
28, _.
281_
3'4" NO _
3'-0" NO
3'-0" NO
3b N• O -
3'-0 NO
3'-0" N• O -
3'-2 NO
3'-0" NO
0.47
0.47
0.47
0.47
0.47
0.47
0.47
0.5
0.56
POST/FOOTING SCHEDULE 36' SPANS; 30 & 40 PSF LIVE LOAD
POST
COLUMN
FOOTING KNEE BRACE
CONCRETE
SPACING
WXD
"B" DIA
'T' REQUIRED
VOLUME, YD3
10-0
10.0
- 10-0
10'4)"
- 10-0
loco"
-162-6"-
10'4"
0-010-0
8'-0"
10'-0"
12'-0
14'M"
16'-0
181-0"
20'-0"
22-0
24'•0
6"X6"
6"X6"
6" X6"W%2 X 6"
6" X 6" W/2" X 6"
sit. 8"
6"X8'W/2"X6"
6"X10"
6"X10"W/2"X6"
6X10W/2X6"
28'
28"
28"
28'
28" -_
28" •
28"
3'-0
3'-0
3'-0
3,-0"
3'-0"
3'-0"
3,-0"
3'-0
NO
NO
NO
NO.
NO
NO..._.
YES
0.47
0.47
0.47
0.47
0.47
0.47
0.47
0.47
0.50
12-0"
12-0
12-0"
12-0
12-0
12,0
12-0"
12-0"
8'-0
10-0
1T-0
44 0
15-0
18'M"
20'-0"
22-0
6" X6
6X6
6" X 6" W12 X 6"
6XB
6 X6'W/2 X6"
6"X10"
6"X10"W/2"X6"
6 X12'
6"X12"VV/2"X 6"
32"
32"
32"
32
32
32"
--32"
32"
32"
3'-0 NO
3-0 ._ NO _.
3'-0 NO
3'-0 NO
3' -0 -NO-
_- --- O._._.
3'-0" NO
31-2"'
0.62
0:62
0.62
0.62
0.62
0.62
0.62
0.66
0.68
POST/FOOTING SCHEDULE 40' SPANS, 30 & 40 PSF LIVE LOAD
POST
COLUMN
FOOTING
KNEE BRACE
CONCRETE
SPACING
"M"
WXD
"B„O$A
'T' REQUIRED
VOLUME, YD3
10'-0"
100".
10-0
1- 0'-0''-
10 4'
10'-0"
10'-0"
124"
14'-0
16'•0"
18'-0"
20'-0"
22';0"
24-0
6" X 6" 30"
6" X 6" 30"
6"X6"W/2"X6"
6 X6'W/2 X6_
_"8"W/X6---....
_....._.__ --_0.-
6" X 8" W/2" X 6" 30"
6" X 10"30
-..___.._.
10"W/2"X6" 30"
6"R 12:; -----•30"
3'4"NO
3-0"_ NO_......
?'-0"NO
3'-0 _NO
3'-0"
3'-0 -NO
_.._
3'•0" N
'. iV0
3'41" NO
3'-0"NO
3'-2" VES
0.55
0.55
0.55
0.55 -
0.55--
0.55 -~0.55
0.55
0.55
0.55
0.58
124" . 8'4" 6" X 6" 33" 3'4" NO 0.66
___ _..._. 6" X-' ---_..- _ ..
12-0" �-10'-0" 6" X 6" -, 33' ?; -0' NO % `. 0.66
1
12-0" 12-0" 6" X 6" W/2" X 6" 33" 3'-0 NO . 0.66
12-0"14'-0" 6" X 8" 33 3'-O d 3 0.66
- -16 o_
i2-0 I6-0 6X8 W/2 XU - 33 3 " M1'', _ '--0.66
12-0 18'.!)"dis,c 10 33" - .a NO 0.66
12.0 20.0 6 X 10"W/1" X 6" 33 3' 9 NO 0.66
. _.'
-'12-0" 22'' -0 6" X 12" <33' 3'-27- - 140 0.70,_
12-0" 24'4" 6" X 12" W/2" X 6" 33" 3'-2" NO 0.72
POST/FOOTING SCHEDULE 48' TO 52' SPANS, 30 & 40 PSF .LIVF_ LOAD
POST COLUMN FOOTING.• KNEE BRACE CONCRETE
SPACING "H" W X D.. "B" D1A 'T'
REQUIRED-. VOLUME, YD3
- -11036"11:- 10'-0" 8'0"
_10'-0"
104)
10-0 16'-0
10-0 1N'.O
10-0y.Q 20'-0
10-0 22'-0
- 10-0� .24'4
12-0" 8'4"
12-0" 10'4"
12-0 12'-0
12-0
12-0 16'-0
12-0 18'4
_....12-0" 20'•O.'.
21-2-43"22'-0
x'12-0" 24:,0„
6" X 6" 34"
6" X 6" 3- 4"
6 X6"W/2 X6" 34
6" X -6" W/2" X 6" 34" ;
6 X8"W/2 X6'
6Xi0'•
6"X10"W/2"X 6"
6'X12" W/2"
6" X 6" 36"
6"X6"W/2 X 6" 36"
6" X 6" W/2 X 6''_ 36
6 a"------- 36
6X8 W/2X6 36
6" X 10" 35
6"XTO" W/2 X6" 36
6 X12"W/2 X6. 36
6" X 12" W/2" X 6" 36"
NO
3'-0NO
3'-0 NO -
3'- ' -.NO
• 3'-0"
3'4)"
3,-0"
3'-0"
3'-2"
3'-2"\
0:70 -
070-
. 9.70
.0.70
070 .
0.70
0.70
-0.70
0.72.
0.79
0.79
0:79
0.79
0.831 -
0.83
POST/FOOTING SCHEDULE 54' 10 60' SPANS, 30,&:40 PSF LIVE LOAD -..
POST - •:COLUMN • FOOTING KNEE BRACE :.CONCRETE
SPACING "H' : W X D "B' DIA 'T . `REQUIRED VOLUME, YD3
1O-0
10-0
10-0
i0-0
io-0
10'-0
10-0
r 1u-0
12-0
12-0
12-0"
:12-0'
8'4Y 6" X6'_ _36"
10'-0 6 X 6 36"
17-0" 6 X 6 W/2 X 6" 36"
14'4" 6" X 8" 36"
16'a 6" X8'iJ2 X 6" 36
18'4" 6" X 10" _ 36"
20'4 6".$10" W/2" X 6" 36
22'-0 'FR 10' W/2" X 6" 36-
24,-0".
6
24'-0 6" X 12" 36"
3'-0"
3,-0"
3,-0
3'-0
3'-0
3'-0
3'-0
NO
NO
No
NO
0.79
a 0.79
079
^-.
079 )
YES . 0.83 "t
+.`12-0"
r'`
6 X 6 40 3'-0 _ NO ;i 0.97
10'-0 6 X 6 W/2 X 6'' 40 31-0 - NO 0.91.
12'4 6 X 8 40
14'-0 FR 8-"W/2" X 6" 40" 3,!•97. L, NO - 0.97
16'-0 6"X8"W/2"X 6a 'i ,W" 3'.O" ....... -NO 0.97
18'-0 6" X 10" ... 40" 3'-0 YES 0.97 -
20'-0 6" X 10" W/2" X 6" 40" 3'-O NO 0.97
- -4444-- ----
2i-o"6 X 12' W/2' X 6" 40' 3'4 140 0.97
..24 - 6" X 12" W/2' X 6'• 40' 3%2? - NO 2 1.03
NOTE: -_
i THE NEXT LARGER SIZE POST MAY BE -SUBSTITUTED FOR POSTS WITH
-2" X 6" LAMINATIONS.
E_BRWALL"POSTS SHALL BE 6" X 6"4' ROUGH CUT HEM -FIR; 12 TREATED
'qq0 'fS UP TO 16'-0" WALL HEIGHT. ABOVE 16' WALL HEIGHT,
ENDWALL POSTS SHAL BE 6".X 8" ROUGH CUT HEM -FIR #2 POSTS.
FOOTINGS FOR ENDWALL POSTS. SHALL' BE A MINIMUM OF 20"0 X
••;31,-b" "-DEEP FOR WALL HEIGHTS TO.:16'-0". ABOVE -16' WALL HEIGHT,
' ItFOOTINGS SHALL BE 24"0 X 3.-4- DEEP.
4.. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH
CONCRETE FLOORS (CONTRAINED POSTS). 17 BUILDINGS WILL NOT HAVE
CONCRETE FLOORS, INCREASE FOOTING DIAMETER - -X 2" & FOOTING
"'a DEPTH X 4"." '
EXPIRES 12/29/09
WAMBEKE EN=GINEERING
2913 E. 61st Court
Daniel Wojteke, P. E. Spokane, WA 99223
elephone' 509-443-:6186 Fax' 509-448-6592 a -malt dwambeke€nsn,con
1 U111,!;-1Lit
,,' It \ r- :133
'
'"dHJ LLi f1OUT, STRUCTURAL DETAILS AND SPECIFICATIONS
PdSTCFRAMv'Er BUILDINGS
30 & 40 PSF LIVE LOAD - IBC 2006
, 1'1.
QUALITY STEEL BUILDINGS, INC'
7810 NORTH MARKET
SPOKANE.J --WASHINGTON 99207
DRAWING N0.'
DRAWN
REV
BY
DATE
DESCRIPTION OF CHANGE
CHECKED
PROJECT NO.
Y
WAMBEKE
2007
DATE
-7-14-06
QUALITY.IBC2006
SCALD' N.T.S.
SHEET' 1 OF 1
REV.
cok NOI die"' ti. I.
30 ``�_a:.
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ONV SWV38 'SdSSpN1 3008
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ONV SINVHJVIO 301A08d