2006, 09-25 Permit App: 06003812 Pole BldgProject Number: 06003812 Inv: 1 Application Date: 9/25/2006
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Page 1 of 3
Permit Use: 24X30 POLE BUILDING Contact: REYNOLDS, TERRY
Address: 8103 E HARRINGTON AVE
C - S - Z: SPOKANE VALLEY, WA 99206
Setbacks: Front Left: Right: Rear: Phone: (509) 927-7561
Group Name:
Site Information: Project Name:
Plat Key: CONV Name: Range
District E
Parcel Number: 45183.0812
Block: Lot:
SiteAddress: 8103 E HARRINGTON AVE
Location:: CSV
Zoning: UR -7
Water Distnct:
Urban Residential -7
Owner: Name: REYNOLDS, TERRY
Address: 8103 E HARRINGTON AVE
SPOKANE VALLEY, WA 99206
' Hold: ❑
Area: .00 Acres Width: 0 Depth: 0 Right Of Way (ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information:
Review
Flood Plain
Released By:
Building Plan Review
Originally Released: 9/25/2006 By: amblake
Released By:
Driveway/Approach
Originally Released: 9/25/2006 By: TMELBOU
Released By: -
Originally Released: 9/25/2006 By: amblake
Landuse/Zoning/HE Conditions
Released By:
Originally Released: 9/22/2006 13y: SKUHTA
Operator: AMB Printed By: AMB Print Date: 9/25/2006
•
Project Number: 06003812 Inv: 1 Application Date: 9/22/2006
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Page 1 of 2
Permit Use: 24X30 POLE BUILDING Contact: REYNOLDS, TERRY
Address: 8103 E HARRINGTON AVE
C - S - Z: SPOKANE VALLEY, WA 99206
Setbacks: Front Left: Right: Rear: Phone: (509) 927-7561
Group Name:
Site Information: Project Name:
Plat Key: CONV Name: CONVERTED CNTY DATA District: E
Parcel Number: 45183.0812 Block:
SiteAddress: 8103 E HARRINGTON AVE
Location:: CSV
Zoning: 4 ' u R
Water District:
Lot:
Owner: Name: REYNOLDS, TERRY
Address: 8103 E HARRINGTON AVE
SPOKANE VALLEY, WA 99206
Hold: ❑
Area: .00 Acres Width: 0 Depth: 0 Right Of Way (ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information:
Review
Flood Plain
eeleased By:
Building Plan Review
Released By:—.�
Driveway/Approach
eleased By: - -
Landuse/Zoning/HE Conditions
Released•By:
-.Z 2 -.J(o
Sewer Review
Released By:
Operator: AMB Printed By: AMB
Print Date: 9/22/2006
Project Number: 06003812 Inv: 1 Application Date: 9/25/2006
•
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Sewer Review
Page 2 of 3
Released By: ..
2004
Originally Released: 9/25/2006 By: amblake
Permits:
Building Permit
Contractor: OWNER Firm: OWNER
Phone: (000) 000-0000
This Application: Total Project:
Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation
POLE BDLG U-1 VB 720 $13,680.00 720 513,680.00
Item Description
RESIDENTIAL PERMIT FEE
ACCESSORY PLANS REVIEW
WSBC SURCHARGE
Totals: 720 $13,680.00 720 $13,680.00
Units Unit Desc
1 SELECT
1 SELECT
1 SELECT
Operator: AMB Printed By: AMB
Fee Amount
$237.25
$59.31
$4.50
Permit Total Fees: $301.06
Print Date: 9/25/2006
Project Number: 06003812 Inv: 1
Application
•
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 9/25/2006 Page 3 of 3
Notes:
All driveway approaches to be constructed per Spokane County Standards as adopted by the City of
Spokane Valley.
Minimum of 7.5' from each property line, 5' from crosswalks or intersection curb and minimum of 15'
of separation between any two approaches.
Flat portion of a residential approach to be minimum of 16' wide, maximum of 30' wide and combined
approach width not to exceed 50% of total frontage.
(A)DTHE BULDING OFFICIAL IS AUTHORIZED TO REQUIRE THE PERMIT APPLICANT TO
PROVIDE FEE REIMBURSEMENT TO THE CITY OF SPOKANE VALLEY FOR ANY
PROFESSIONAL SERVICES REQUIRED OUTSIDE OF CITY STAFF REVIEW.
(B)USOME EXAMPLES OF POTENTIAL OUTSIDE RESOURCES INCLUDE PLAN REVIEW,
CONSTRUCTION INSPECTION AND SURVEYING.
Payment Summary -
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $301.06 $301.06 $0.00 $301.06
$301.06 $301.06 $0.00 $301.06
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: 9/25/2006
cn �s Pert Center r,
SpokaPermit11707E Sprague Suri 1 Ig 11
Valley Spokane Valley, , A 9206
Co=unity Development wsvkv.snokaneval Iara.eom
(509)688-0036 FAX-:\()09$EPOI9
Residential Construction
Permit Application
lel l lfrlvi t-
o-Neww' Construction
o Addition/Remodel
o Other:
PERMIT NUMBER: 3'3) P -i
PERMIT FEE:
(Accessory Bldg
o Deck
SITE ADDRESS 9 / 0 3 6 HA,??in ie ian/ et/4 SeafrA-AJE //ALfc:y la , 4 92 / 2 -
ASSESSORS PARCEL NO: 4s7 8 3. 081 a LEGAL DESCRIPTION: f/ efivi,mnus To Ik.+ct4 L/o 1311
Building owner
Name: L<i2/2y /� %Y(: V,✓oL.DS
Address: 81O 3 e "mgei»J TDA) ftcE
City: SPo fG9-Ado 6.*tttV Zip:ldA, 992/a
Phone: %- 92 7-7,57o/ Fax:
Contact Person
Name: TNS/?Y Iti YAJotDS
Phone: Sp 9 - 72 7 —7S7a !
_Contractor. -
DIMENSIONS:
24'oX30=o
Name:
TOTAL HABITABLE SPACE:
AJ/%}
Address:
2"" FLOOR SQ. FTG:
,t/A
City:
Zip:
Phone:
Fax:
Lic No:
Exp. Date:
City Business Lic No:
CONS R CTION TYPE:
Po LG
Describe the scope of work in detail: Cost of Project:
24O x 3/) o X /D!O d-79/./4--- PoLe
$/D, /OO.00
**************The following MUST be complete: (write N/A if not applicable)**********************
HEIGHTTO PEAK:
/ '-O
DIMENSIONS:
24'oX30=o
# OF STORIES:
(/) our
TOTAL HABITABLE SPACE:
AJ/%}
MAIN FLOOR TO SQ.
FTG: 7205QFi
2"" FLOOR SQ. FTG:
,t/A
UNFIN BASEMENT SQ. FTG:
y�
NM
IMPERVIOUs3'SURFACE
AREA:
Nig
FINISHED BASEMENT
SQ. FTG: ,
RAGE SQ. FTG:
���lll
DECK/COV. PATIO SQ. FTG:
/y//�j
30% SLOPES ON
PROPERTY: /U M
#.OF BEDR00MS:V�/?
-^ /ViR
CONS R CTION TYPE:
Po LG
HEAT SO RCE:
AIM
SEWER OR SEPTIC?
/v/R
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
Method of Payment: (Fax-. permit applic
Cash 0 Check
Ba kcard #:
Authorized Signature:
REVISED 8252005
Date Yj%2/Ot`v
ions will only be accepted with major bankcard)
❑ Mastercard 0 VISA 0 Other
Expires: VIN#:
Berg Appraisal Services, P.C.
PLAT MAP
Borrower Reynolds, Ricki & Terry
File No. 121 -Reynolds
Property Address 8103 East Harrington Avenue
City Spokane Valley County
Lender/Client American General Finance
Spokane State WA Zi p Code 99212-2965
Address 300 North Mullan Road, #103, Spokane, WA 99206
moba ; 6,1 o sq F
= O BLDG .54 F"
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NOTES FOR FLOOR PLAN
CO INTERIOR FRAME WOOD POSTS, SEE
POST SCHEDULE THIS SHEET
0 GABLE WALL POSTS - 6' X 6' TYPICAL
DOOR POSTS - 4' X 6' TYPICAL
FOOTING DIMENSIONS, B + 1' 8'D D = 3' 0'
MAXIMUM POST SPACING 12' 0'
JOINHANGERS Or,
(TYPICAL)
RING OR
ST
s
z
z
w
J
SPANS 12' TO 60'
PURLIN CONNECTION METHODS'
A), PURLINS MAY BE HUNG
OFF THE TRUSS TOP CHORD
FACES W/ STD.
SIMPSON JOIST HANGERS
OR EQUAL.
B). PURLINS MAY BE
BUTTED AND NAILED
W/(2) 16d NAILS
INTO EACH PURLIN.
C) LURLINS MAY BE
APPED AND NAILED
W/(3) 16dNAILS.
ON CONNECTION METHODS
'B' AND "C', TOENAIL
BACK SIDE OF PURLIN
W/(1) 16d NAIL INT❑
EACH TOP CHORD MEMBER
0
W
•
J
X
N W
N
LJ
a
7
0
N
z
D
J
0
N., Li
Z nD
_ D W
0
wy
LJ
LJ
PLAN VIEW
N.T.S.
NOTES FOR SECTION A -A
s 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' O.C., 12' BAYS
DF -L #2 GIRTS FLAT @ 24' O.C.
0 CONCRETE FOOTING, SEE SCHEDULE
SS EXTEND POST TO TOP OF PURLIN
ROOF FASTENED TO PURLINS WITH
1 1/2' LONG W00DFAST TEKS.
WALLS FASTENED TO
GIRTS WITH 1' LONG
W00DFAST TEKS.
SEE FOOTING.
DETAIL
BUILDING SECTION A—A
N.T.S.
eio
x•kNealawlisirmlow
aails
-m _1
I I
I-1
11
1-'
\':QWWWW���� vt si\\,�\\%`\%\`/ .iN..7
%°' -.
12
20' 0' MAXIMUM
SINGLE OVERHEAD DOOR ❑PTI❑N
FRONT ELEVATION
N.T.S
NOTES FOR FRONT ELEVATION
Sg HALF TRUSS DESIGN BY OTHERS
SUPPORT PURLINS @ END TRUSS W/2' X 6'
S6 TREATED 2' X 6' BOTTOM GIRT
0 2' X 10' HEADER
0 2' X 6" GIRTS 2 24' O.C., 10' BAYS, DF -L #2
2' X 6' GIRTS 2 24' 0.0., 12' BAYS, DF -L #2
64 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
2'
NgI�ING' BCC
12-
p*-0MEr�ov
CONm,-
PURLIN
Nf rHOD cam,
NOTES FOR CONNECTION DETAIL
S1 MANUFACTURED TRUSS TOP CHORDS
TRUSS DESIGN BY TRUSS MANUFACTURER
S2 PURLIN SUPPORT STRUT 2' X 6' X FULL
DEPTH OF TOP CHORD PLUS PURLIN.
NAIL PURLINS W/(3) 16d NAILS
ciD NAIL STRUT TO TOP CHORD W/(3) 16d
NAILS EACH SIDE.
S4 MANUFACTURED TRUSS - NAIL TO EACH
SIDE OF POST WITH 4 - 16d NAILS
ON TOP NAILING BLOCK
(!;7jD WOOD POST, SEE POST/FOOTING SCHEDULE.
OD 4 - 10d NAILS
S7 SOLID BLOCKING AT CONNECTION POINTS,
SB TYP. PURLIN, SEE FLOOR PLAN FOR SIZE
S9 2' X 6' OR 2' X 8' EAVE GIRT
4.1iD KNEE BRACE, IF REQ'D, SEE POST SCHEDULE
AND DETAIL 2
4.11 2' X 6' X 24' OR 2' X 8' X 24' BLOCK
® 1 - 3/4' 0 MACHINE BOLT THRU TRUSS T. CHORD
1 - 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'
0 4 - 16d NAILS
S5
DETAIL 1 — TRUSS COLUMN
CONNECTION, PURLIN SUPPORT
N.T.S.
NOTES FOR FOOTING DETAIL
® TREATED POSTS AS SIZED PER SCHEDULE
►� VIBRATE OR ROD CONCRETE TO OBTAIN
FULL BEARING
I UNDISTURBED SOIL
1-
411
FOOTING DETAIL
TREATED POST
N.T.S.
4A- 16d ALV. NAILS
E
GIRT (FLAT)R 2' X 8'
TYPICAL GIRT CONNECTION
TYPICAL TRUSS BOTTOM CHORD BRACING
N.T.S.
NOTES FOR TRUSS BOTTOM CHORD BRACING
0 GABLE END TRUSS
0 DOUBLE INTERIOR TRUSSES
0 GABLE END POST
S4 2' X 4' BOTTOM CHORD BRACING @ 10' 0' 0.0.
SS 2' X NAILS TO ' BLOCK I
BOTTOMCHORD BRACE
8 — 16d NAILS -
GABLE END TRUSS
2" X 6" X 18"
BOLTING BLOCK
DOUBLE OVERHEAD DOOR OPTION
OPTIONAL FRONT ELEVATION
N.T.S.
SINGLE SLIDING DOOR OPTION
OPTIONAL FRONT ELEVATION
N.T.S.
12
3068 MAND❑❑R OPTION
OPTIONAL FRONT ELEVATION
N.T.S.
12
DETAIL 2 — KNEE BRACE
N.T.S.
NOTES FOR DETAIL 2- KNEEBRACE
S1 TRUSS TOP CHORD, DESIGN BY OTHERS
co TRUSS BOTTOM CHORD, DESIGN BY OTHERS
S3 2' X 6' KNEE BRACE
S4 WOOD POST, SEE POST/FOOTING SCHEDULE
SS 3/4' DIA. BOLT
S6 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
0.8 NAIL BOLTING BLOCK TO POST
BRACE WITH 8 - 16d NAILS
S9 4 - 10d NAILS
NOTES'
KNEE BRACE REQUIRED WHERE
SHOWN ON POST/FOOTING SCHEDULE.
BRACE NOT REQUIRED Al GABLE END TRUSSES.
OVERHEAD DOOR
OPENING
SLIDING DOOR
OPENING
NOTES FOR SIDE ELEVATION
02' X 8' HEADER
S2 2' X 10' HEADER FOR 10' & 12'
SLIDING DOCRS
2' X 8' HEADER FOR 8' & SMALLER
SLIDING DOORS
TYPICAL SIDE ELEVATION
N.T.S.
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 AS
THE METHOD OF TRUSS WEB BRACING SHOWN ABOVE REPLACES 1' X 4' OR 2' X 4' WEB MEMBER BRACING.
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
TRUSS WEB MEMBER TRUSS WEB MEMBER
SECTION B -B SECTION B -B
AT INTERIOR TRUSSES AT GABLE END TRUSS
BULDING SPECIFICATIONS'
GEJERAL - ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2003 EDITION OF THE INTERNATIONAL BUILDING
CODE (IBC 2003) AND ALL STATE & LOCAL BUILDING CODES. THESE SPECIFICATIONS AND PLANS ARE INTENDED FOR
US: IN 30 PSF OR 40 PSF LIVE LOAD SITUATIONS - BUILD ACCORDING TO THE PLANS FOR THE LIVE LOAD
FREIRD IN THE ORU30E PSF OR 40 PSF JURISDICTION
LIVE WHICH CONSTRUCTION
LOAD), 85 MPH I WIND NSPEED, EXPOSURE G PERFORMED. EBEAND I SEISMICLDINGS DESIGN
DESIGNEDRE
DESIIGN
CATEGORY C.
DESIGN LOADS - ROOF LL = 30 PSF OR 40 PSF ROROOF DEAD FING DL LOAD
PSF*
PSF
CEILING LL = 0 PSF
OPENING ' WOOF DL ALLOWS FOR A MAXIMUM OF 3' THICKNESS OF FIBERGLASS INSULATION.
■ 1AXIMUM SOIL BEARING PRESSURE = 2,000 PSF
MAIIMUM SOIL BEARING PRESSURE IS BASED ON SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL AND CLAYEY
GRNVEL (SW, SP, SM, SC, GM AND GC) SOILS OR BETTER (IBC 2003 TABLE 1804.2). LESSER SOIL CONDITIONS (AS
REQUIRED BY THE BUILDING OFFICIAL) WILL REQUIRE REVIEW AND FOOTING SIZE ADJUSTMENT BY THE ENGINEER.
CONCRETE - MINIMUM 28 DAY COMPRESSIVE STRENGTH F'c = 2,000 psl, 4 SACK MIX FOR FOOTINGS. CAST IN PLACE
CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-99.
O AERWISE RON THE PLANS. EMAXIMUM MOISTR SHALL OURE CONTENT SHALL BEBET 19R% BY WEIGHT. BY WWPA RNAILING SHALL UNLESSNOTED
OTOD
IBC TABLE 2304.9.1 FASTENING SCHEDULE & OTHER APPLICABLE SECTIONS OF CHAPTER 23 OF THE IBC. FASTENERS
FOR PRESERVATIVE TREATED WOOD SHALL BE OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS
STEEL, SILICONE BRONZE OR COPPER. TREATED WOOD SHALL CONFORM TO THE REQUIREMENTS OF AWPA C-16, C-22,
HEN -C BETTER, FULL
BTTEROR BUILDINGS SHALL BE AS NOTED ON THE PLANS. ALL
DIMENSION AND GRADED
BY WWPA GRADING RULES, UNLESS SNOTED MATERIALS SHALL BE
OTHERWISEON
FIR #2 OR
THI PLANS.
BOOTS & HARDWARE - HARDWARE SHALL BE SIMPSON OR APPROVED EQUAL. ALL BOLTS SHALL CONFORM TO ASTM
A317.
ROOFING & SIDING - METAL PANELS MAY BE STANDARD RIBBED STYLES AVAILABLE FROM LOCAL MANUFACTURERS,
GALVANIZED DR PAINTED, 29 GAUGE MINIMUM THICKNESS, ASTM A653 STRUCTURAL QUALITY (SQ), Fy = 80.0 ksl.
ROOF PANELS SHALL BE FASTENED TO PURLINS WITH PLATED, GASKETED 1 Or LONG METAL TO WOOD FASTENERS.
PWA_L PANELS ANELS SHALL
SHALL BE
NS INSTALLED &N FASTENED GIRTS
ACCORDI G TO THEGASKETED
MANUFACTURER SLONGER
WOOD FASTENERS.
RECOMMENDATIONS
SOL COMPACTION - ALL BACKFILLED SOIL BENEATH FOOTINGS SHALL BE COMPACTED WITH A VIBRATORY
CONTACTOR TO 95X OF THE PROCTOR DENSITY AS DETERMINED BY ASTM A1557, METHOD D. IF THE BACKFILLED
MAIRIAL HAS A DEPTH GREATER THAN 6', COMPACTION MUST BE VERIFIED BY TESTING BY A QUALIFIED SOILS
PROFESSIONAL. UNLESS OTHERWISE NOTED ON THE PLANS, THE POSTS AND THEIR FOOTINGS MUST EXTEND INTO
VIRGIN SOIL A DEPTH EQUIVALENT TO THAT INDICATED ON THE PLANS.
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 _0 PSF OR 40 PSF
TOP CHORD DEAD LOAD = 5PSF1"
BOTTOM CHORD DEAD LOAD = 1 PSF
— 16d NAILS
CORNER POST
2" X 6" X 18"
BOLTING BLOCK
DETAIL 3
TYP, GABLE END
TRUSS CONNECTION
USE BOLTING BLOCKS BELOW
ALL CORNER COLUMN GIRTS
— 16d NAILS
SPLIT SLIDER DOOR ❑PTI❑N
OPTIONAL FRONT ELEVATION
N.T.S
NOTES FOR OPTIONAL FRONT ELEVATIONS
S1 HALF TRUSS DESIGN BY OTHERS
62) 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 W ALL6HEIIGDOOR POST
X86 THRU 14'
FACER
6' X 6' DOOR POST - 16' & 18'
WALL HEIGHT W/ 2' X 8' FACER,
SS DOUBLE 2' X 6' KINGPOST
III
1
11111
1
III
2 - 16d NAILS
6", 8" OR
10" POST
NAILING PATTERN FO
POST/FOO11NG SCHEDULE 12' - 24' SPANS, 30 &4U PSF LIVt LUAU
POST
COLUMN
FOOTING
KNEE BRACE
CONCRETE
SPACING
"H"
W X D
"B" DIA
'T'
REQUIRED
VOLUME, YD3
10-0"
8'-0"
10-0"
17-0"
14'"
1 166'-0
'-0"
18'-0"
20-0"
6" X 4"
18"
3'-0"
140
140
0.20
0.20
10'-0"
10'i O' -0"
10'-0"
0O
10'-0""
10'-0"
1o'-___.
10'-0"
6" X 4"
18"
3'-0"
6" X 6"
6" X 6" W/2" X 6"
18"
18"
3'-0"
3'4"
3.-0.,
NO
NO
120
0.20
0.24
6" X 8"
20"
NO
6" X 10"
20"
3'-0"
3'-0"
NO
NO
0.24
6" X 10"
21"
(127
12-0"
12-0"
8'-0"
10-0"
17-0"
14'-0"
6" X 4"
26"
26"
3'-0"
3'-0"
NO
0.41
0.41
6" X 4"
NO
12-0'
6" X 6" W/2" X 6"
26"
3'-0"
NO
0.41
12-0"
6" X 6" W/7' X 6"
26"
3'-0"
NO
1141
12-0"
16'-0"
18'-O"
6" X 8" W17' X 6"
6" X 8" W/2" X 6"
26"
3'-0"
3'-0"
NO
0.41
12-0"
26"
NO
1141
17-0"
20'-0"
6" X10" W12" X 6"
26"
3'-7'
NO
0.44
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 (CONTRAINED POSTS). IF BUILDINGS WILL NOT
CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING
DEPTH X 4".
SHEATHING IFOUIRMENTS
THE FOLLOWING MINIMUM ROOF DIA'HRAGM REQUIREMENTS ARE NEEDED:
• ROOF STEEL' 29 GAUGE GRAND -RB III, 36' WIDTH OR EQUIVALENT
• FIELD SCREWS: #10 x 1 1/2' AT 9' D.C. (NEXT TO HIGH RIB)
• EAVE AND RIDGE PURLIN SCREW' 1114 xl 1/2' AT BOTH SIDES OF
EACH MAJOR RIB
THE FOLLOWING MINIMUM ENDWALL DIAPHRAGM REQUIRMENTS ARE NEEDED'
• ENDWALL STEEL' 29 GAUGE GRAM -RIB III, 36' WIDTH DR EQUIVALENT
• FIELD SCREWS #10 x 1 1/2' @ I' 0.C. (NEXT TO HIGH RIB)
• BASE GIRT, END TRUSS, AND DGR HEADER SCREWS: #14 x 1 1/2'
@ BOTH SIDES OF EACH MAJOR :IB.
POST LAMINATIONSB
NOTE: TREATED MEMBER
AND MUST EXTEND TO THE BOTTOM OF THE FOOTING.
LAMINATE MAY BE SPLICED ABOVE MID HEIGHT OF COLUMN
DIAPHRAGM SCREWS
DIAPHRAGM SCREWS e ENWALL BASE GIRT ACROSS
EAVE LLRDOIJDGE HEADERS
UR LESS 0 GABLEROOEND TRUSS TOP CHORD,
DIAPHRAGM SCREWS; TYPIAL SCREW PATTERN, EXCEPT AS 1.111
NOTED ABOVE
STEEL SHEETING SCREW PATTERNS
N.T.S
'ON
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EXPIRES 12/29/07
WAMBEKE ENGINEERING
2913 E. 61st Court
Daniel Warlbeke, P. E. Spokane, WA 99223
Telephone' 509-443-6186 Fax' 509-448-6582 a -mall dwambeke@nsn,com
STRUCTURAL DESIGN FOR POST FRAME BUILDINGS
12' TO 60' SPANS, 30 & 40 PSF LIVE LOAD, 2003 IBC
TERRY REYNOLDS, SPOKANE VALLEY, WA
M & R CONSTRUCTION
P. 0. BOX 1209
TUM TUM, WASHINGTON 99034
BY
DRAWN
WAMBEKE
REV BY (DATE
DESCRIPTI❑N OF CHANGE
CHECKED
PROJECT
DATE
9-21-06
DRAWING NO.'
M&R.IBC2003.06-24
2006
SCALE' N.T.S.
SHEET' 1 OF 1
REV.
PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
ROOF TRUSSES, BEAMS AND
FLOOR SYSTEMS PRIOR TO FRAMING
INSPECTIONS
CITY COPY
THIS BUILDING SUBJECT
- TO. FIELD INSPECTION CORRECTIONS
.I
REVIEWED FOR COE COMPLIANCE
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