2006, 08-10 Permit App: 06003016 Pole Bldg Project Number: 06003016 'Inv: 1 Application Date: 8/10/2006 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Permit Use: 30 X 60 POLE BUILDING Contact: RUDE,LEO J&KATSUMI U
Address: 16905 E VALLEYWAY AVE
C-S-Z: SPOKANE VALLEY,WA 99037-9580
Setbacks: Front Left: Right: Rear: Phone: (509)927-4420
Group Name:
Site Information:
Project Name:
Plat Key: 002748 Name: VERA District: F
Parcel Number: 45134.0836 Block: Lot:
SiteAddress: 16905 E VALLEYWAY AVE Owner:Name: RUDE,LEO J&KATSUMI U
Address: 16905 E VALLEYWAY AVE
Location::CSV SPOKANE VALLEY,WA 99037-95
Zoning: UNKN Unknown
Water District: Hold: ❑
Area: .00 Acres Width: 0 Depth: 0 Right Of Way(ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information: ri ., :,j, A _ tx; . y:7Mr& MI
NEng
Review
Building Plan Review Released By:
Originally Released: 8/4/2006 By: TMELBOU
Driveway/Approach Released By:
Originally Released: 8/7/2006 By: amblake
Septic Sys Review I Released By: j
see file
Originally Released: 8/10/2006 By: amblake
Landuse/Zoning/HE Conditions Released By:
Originally Released: 8/3/2006 By: CJJANSSE
Operator: AMB Printed By: AMB Print Date: 8/10/2006
08/10/2006 08:36 5093241567 SRHD EHS PAGE 01/01
c�ur�o 10.4e rrC TO 3241567 P.01/03
Project Number 06003016 Inv: 1 Application
Dace; 8/3/2006 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
PSR ri�xr
Permit Use: 3(!:c 60 POLE BUILDING Contact RUDE,LEO 1&KATSUMI U
Address: 16905 E VALLEYWAY AVE
C-S-Z; SPOKANE VALLEY,WA 99037-9580
Setbacks::Firm t Left Right Rear.
Phone: (509)927-4420
Croup Name:
Project Name: _
Si1e 1'nforn+ati ou District: F
Plat Key; 002748 Name: VERA ---—
Patcelliamber: 45134.0836 Block: Lot:
SiloAddress: 16905 E VALLEYWAY AVE Owner:Naris: 1RUD E�� YUM I U
AdE
•,ocation::CSV SPOKANE VALLEY,WA 99037-95
Zoning: UNKN Unknown
Watcr District; Hold: 0
Area: .00 Acres Width: 0 Depth 0 Right Of Way(ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
ROM Ifl fo15on:
Rei a . --Y
Build is g Plan Review $ 'i';•', - --, •---
--------
Driv+wiay/Approach I13; �r ;`.c Y- J
Septic Sys Review *Iii.440 ,,, G;ia: ;: - - :r1
Limb to/tonin Conditions 'f';' :::...,1'::'. r1O 'i a •.: ,1•7�•
_. ,.—•.
feriYE sMMI.rMEN. arommosommilmol.mwannum
-- —,..-
—---..-- Building Permit -
Contract.x OWNER Finn: OWNER
Phone: (000)000-0000
•
Operator: AMB Printed By; AMB Print Datc: 8/3/2006
AUG 10'2006 09:56 5093241567 PAGE.01
Project Number: 06003016 'Inv: 1 Application Date: 8/3/2006 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
.s_m.::.: ,tPt'.wk"F' '✓d'.i_.. __ c_;,._..,,
Permit Use: 30 X 60 POLE BUILDING Contact: RUDE,LEO J&KATSUMI U
Address: 16905 E VALLEYWAY AVE
C-S-Z: SPOKANE VALLEY,WA 99037-9580
Setbacks:Front Left: Right: Rear: Phone: (509)927-4420
Group Name:
Site Information: Project Name:
Plat Key: 002748 Name: VERA District: F
Parcel Number: 45134.0836 Block: Lot:
SiteAddress: 16905 E VALLEYWAY AVE Owner:Name: RUDE,LEO J&KATSUMI U
Address: 16905 E VALLEYWAY AVE
Location::CSV SPOKANE VALLEY,WA 99037-95
Zoning: UNKN Unknown
Water District: Hold: ❑
Area: .00 Acres Width: 0 Depth: 0 Right Of Way(ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information: � ,r z. .. ...e .
Review
Building Plan Review Released By: 0
Driveway/Approach Released By: 1
Septic Sys Review Released By:
Landuse/Zoning/HE Conditions Released B i'' - •
Perm its: r 2x a, w waw tea, a :r, u d xaa
Building Permit
Contractor: OWNER Firm: OWNER
Phone: (000)000-0000
Operator: AMB Printed By: AMB Print Date: 8/3/2006
Project Number: 06003016 Inv: 1 Application Date: 8/10/2006 Page 2 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Building Permit
Contractor: OWNER Firm: OWNER
Phone: (000)000-0000
This Application: Total Project:
Description Grp Type Notes Su Ft Valuation Su Ft Valuation
POLE BDLG U-1 VB 30x60/owner 0 $10,400.00 0 $10,400.00
Totals: 0 $10,400.00 0 $10,400.00
Item Description Units Unit Desc Fee Amount
RESIDENTIAL PERMIT FEE 1 SELECT $195.25
ACCESSORY PLANS REVIEW 1 SELECT $48.81
WSBC SURCHARGE 1 SELECT $4.50
Permit Total Fees: $248.56
All driveway approaches to be constructed per Spokane County Standards as adopted by the City of
Spokane Valley.
All driveway approaches to be constructed per Spokane County Standards as adopted by the City of
Spokane Valley.
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.
Payment Summary: ;mgmt. . ggg,,g g , ggz , gggg: :_- ..... g.. .= m ..
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $248.56 $248.56 $0.00 $248.56
$248.56 $248.56 $0.00 $248.56
Disclaimer:
Submittal of this application certifies the owner(or person(s)authorized by the owner)has both examined and finds the information
contained within to be true and correct,and agrees that all provisions of laws and/or regulations governing this type of work will be
complied with. Subsequent issuance of a permit shall not be construed to be a permit for,or an approval of,any violation of any of
the provisions of the code or of any other state or local laws or ordinances.
Signature:
Operator: AMB Printed By: AMB Print Date: 8/10/2006
Permit Center
*Mane 11707 E Sprague Ave,Suite I06 i „ PERMIT NUMBER: 2,0( .4,
Spokane Valley,WA 99266 PERMIT FEE:
, Valley (509)688-0036 FAX:(500688-0037
Community Development www.spokanevallev.ore r - A •
' 0 f 20t,;•
r
Residential Construction `` ,` 1b +4 New Cr,1 straction (l Accessory Bldg
iu;Permit Application RAdchtiortikemodel H Deck
Other: ,e_ a_ L i.�\Ckc i- ___
K.ci ofL -V, ``
� . i ),,
SITE ADDRESS
�lti>�cr?kf `vvrP4ltw�
r `,i W 7
ASSESSORS PARCEL NO: 4j)/3 ‘1-4, OE 3 LEGAL DESCRIPTION:
Building Owner Ciiii0ttor .
Name: L e e- S 1KGt-1"SiAt07r).5 C'� Name: 04211.1, 11-,- SEL
Address: Address:
IlPqcS E. Vc�.llel u.l� Akio
City: Spokart<- VOLAIR,3 State: Lo A Zip:coo 37 City: State: Zip:
Phone:(5oco qA-7' .µ2O Fax: ____ Phone: Fax:
Contractor Lic No: Exp Date:
_RoIItadTeftoft t , g;�;,�. � .. . _ / -- City Business Lic.No: •
Name: 4.E/iteAXci in; �`f0.v.s r—%�
Phone: c09-9 2 7----416-2-40 /
Describe the scope of work in detail: Cost of Project: $ (O 4—O ,
12 f''1K,f' .3',:), L,-) ?(,''? ,, c, l ,G' id ...t ,,t,,,( (;) + , (� ./t r ti l
c)
r **************The followiifg I MUST be complete: (write N/A if not applicable)** *** ************ *
HEIGHT TO PEAK: ' DIMENSIONS: #OF STORIES: l TOTAL HABITABLE SPACE:
/9 30 x 60
MAIN FLOOR TO SQ. Jf,.2Nu FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE
FTG: /8 00 f AREA:
FINISHED BASEMENT GARAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: 30%SLOPES ON
SQ. FTG: PROPERTY: G'UU
#OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE: SEWERsORSEPTIC?
�frc"
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 (
r://4 Date Z / 0 ;
Method of Payment:
0 Cash ❑ Check 0 Mastercard 0 VISA
Bankcard#: Expires: VIN#:
Authorized Signature:
REVISED 8/25/2005
po e
4.000MJ1ey
11707 E Sprague Ave Suite 106 ♦ Spokane Valley WA 99206
509.921.1000 ♦ Fay 509.921.1008 ♦ eityhaU@spokanevalley.org
•
Residential Plan Submittal Minimums
❑ Completed Building & Mechanical application with: Accurate address, Parcel
Number and/or Legal Description, description of work, owner and contractor
information, signature, and date.
❑ Two sets of plans including Site Plan, elevations, floor plans, foundation plans
With details, roof plan, framing plans & details.
•
❑ Show the height of any proposed buildings or accessory structures.
❑ Floor plan for each floor Dimension to scale (minimum 1/81 and label each .
Room (including sq. footage of house and garage on plans) Show each
level of existing house and square footage of any additions.
❑ All braced wall panel types: show locations and details of installation, including
engineered design.
❑ Egress windows: Provide at least one window or exterior door approved for
Emergency escape or rescue from a basement and in every room for sleeping.
❑ Smoke detector locations
❑ 22'X 30' attic access location
D 18'X 24' crawl space access:
❑ One-hour separation detail: between house and garage .
❑ Floor framing details: Joist type, size, spacing and installation details
❑ Roof framing plan and details
❑ Furnace and hot water heater location.
•
. ❑ All header locations: type, size, and connections
•
0 Foundation plan
❑ Insulation information
v
(U
TYPICAL GIRT CONNECTION
V, NAILS EACH GIRT
(FLAT)
NOTES FOR FLOOR PLAN
�1 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 + 1' 8'; D = 3' 0'
MAXIMUM POST SPACING 12' 0'
(Q)PURLINS @ 24' ❑.C., BEARING ❑R
JOIST HANGERS (TYPICAL)
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6" X_6" W/2" X 6"
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10'4"
10'4"
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_ 3'-0"
NO
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0.41
0.41
0.44
0.45
_
6" X 8 W/2' X 6"
6" X 8 W2" X 6
6" X 10" W/2" X 6"
6" X 12"
26"T
26"
-O"
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20'.0"
22'-0"
24-0
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DOUBLE TRUSSES
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SEE
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12
41
SINGLE TRUSS
PLAN VIEW
N.T.S,
PURLIN CONNECTION METHODS+
A), 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
'B' AND 'C', TOENAIL
BACK SIDE OF PURLIN
W/(1) 16d NAIL INT❑
EACH TOP CHORD MEMBER
DETAIL 1 — TRUSS COLUMN
CONNECTION, PURLIN SUPPORT
N.T.S.
1"
1 2 - 16d NAILS
6", 8" OR
10" POST
Z -
S
NOTES FOR SECTION A -A
J
L) O TYPICAL PURLIN, SEE FLOOR
S1 PLAN FOR SIZE III
�l Ld S2 TRUSS DESIGN BY OTHERS
z j(15) 2' X 6' @ 24' O.C., 10' BAYS
H W 2' X 6' @ 24' O.C., 12' BAYS
= o = DF -L #2 GIRTS FLAT @ 24' O. SEE S3 NAILING PATTERN F 0 R
O L) S4 CONCRETE FOOTING, SEE SCHEDULE DETAIL
SS EXTEND POST TO TOP OF PURLIN 2
W ROOF FASTENED TO PURLINS WITH POST LAMINATIONS-
vWi 1 1/2' LONG WODDFAST TEKS, NOTE: 2" X 6" LAMINATE MUST BE A TREATED MEMBER
WALLS FASTENED TO AND MUST EXTEND TO THE BOTTOM OF THE FOOTING.
GIRTS WITH 1' LONG LAMINATE MAY BE SPLICED ABOVE MID HEIGHT OF COLUMN
i WOODFAST TEKS, S4
IN
HpD�NB f� r��N
NOTES FOR CONNECIIDN DETAIL
S1 TRUSS TOP CHORDS
TRUSS DESIGN BY TRUSS MANUFACTURER
S2 PURLIN SUPPORT STRUT )' X '4' X FULL
DEPTH OF TOP CHORD PLUS PURLIN.
NAIL PURLINS W/(3) 16d NAILS
(S5)NAIL STRUT TO TOP CHORD W/(3) 16d
NAILS EACH SIDE.
S4 MANUFACTURED TRUSS. NOTCH POSTS
1-1/2' EACH SIDE TO PROVIDE TRUSS SEAT,
S5 WOOD POST, SEE POST/FOOTING SCHEDULE.
S6 4 - 40d GALV. NAILS IN PRE -DRILLED HOLES
OR 3/4'0 MACHINE BOLT
S] SOLID BLOCKING AT CONNECTION POINTS.
0TYP, PURLIN, SEE FLOOR PLAN FOR SIZE
S9 2' X 6' OR 2- X 6' TOP GIRT
S1 4 - 16d NAILS OR 3/4'0 M. BOLT
DOUBLE OVERHEAD DOOR ❑PTI❑N
OPTIONAL FRONT ELEVATION
N.T.S.
SINGLE SLIDING DOOR ❑PTI❑N
OPTIONAL FRONT ELEVATION
N.T.S.
b
I
M
NOTES FOR DE -AIL 2- KNEEBRACE
Sl TRUSS TO' CHORD, DESIGN B) OTHERS
S2 TRUSS BD -TDM CHORD, DESIGN BY OTHERS
S3 2' X 6' I" -L #2 EACH SIDE
S4 WOOD PO' -,T, SEE POST/F❑❑TIIAG SCHEDULE
SS 4 - 16d IALV. NAILS, EACH SIDE
1), KNEE BRF-'E REQUIRED WHERI.
SHOWN 01 P❑ST/FOOTING SCHEDULE.
BRACE NIT REQUIRED AT GABLE END TRUSSES,
2). ALTERNAE KNEE BRACE/POST AND TRUSS/POST
CONNECTIIN = USE 3/4'0 THRU BOLTS,
EACH L❑PATI❑N.
DETAIL 2 - KNEE BRACE
N.T.S.
BUILDING SPECIFICATIONS:
GENERAL - ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2003 EDITION OF THE INTERNATKIAL BUILDING CODE (IBC
2003), AND ALL STATE & LOCAL BUILDING CODES. THESE SPECIFICATIONS AND PLANS ARE INTENDEEFOR USE IN 30 OR 40
PSF LIVE LOAD, 85 MPH WIND SPEED, EXPOSURE B AND SEISMIC DESIGN CATEGORY C.
DESIGN LOADS - ROOF LL = 30 OR 40 PSF ROOF DEAD LOAD = 5 PSF*
CEILING LL = 0 PSF CEILING 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 AD CLAYEY GRAVEL SOILS
OR BETTER. LESSER SOIL CONDITIONS WILL REQUIRE REVIEW AND FOOTING SIZE ADJUSTMENT BY THEENGINEER.
CONCRETE - MINIMUM 28 DAY COMPRESSIVE STRENGTH F'c = 2,000 psi, 4 SACK MIX FOR FOOTING. CAST IN PLACE
CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-99.
WOOD - STRUCTURAL LUMBER SHALL CONFORM TO DF -L #2 OR BETTER BY WWPA GRADING RULES.,(AXIMUM MOISTURE
CONTENT SHALL BE 19% BY WEIGHT. NAILING SHALL CONFORM TO TABLE 2304.9.1 FASTENING SCHEULE & OTHER
APPROPRIATE SECTIONS OF CHAPTER 23 OF THE IBC. ALL NAILS INTO PRESERVATIVELY TREATED WOO SHALL BE HOT -DIPPED
ZINC COATED GALVANIZED STEEL, SILICONE BRONZE, COPPER OR STAINLESS STEEL. CCA TREATED WOO SHALL CONFORM TO
THE REQUIREMENTS OF AWPA STANDARDS C-16, C-22, C-23, C-24 & C-28. POSTS FOR BUILDING SHALL BE AS NOTED
ON THE PLANS. ALL POST MATERIALS SHALL BE HEM -FIR #2 OR BETTER, FULL DIMENSION AND GRAED BY WWPA GRADING
RULES. HARDWARE SHALL BE SIMPSON OR APPROVED EQUAL. ALL BOLTS SHALL CONFORM TO ASTM 307. METAL PANELS MAY
BE DELTA RIB STYLE, GALVANIZED OR PAINTED, 29 GAUGE THICKNESS, ASTM A653 STRUCTURAL QUATY (SQ), Fy = 80.0
ksi. ROOF PANELS SHALL BE FASTENED TO PURLINS WITH PLATED, GASKETED 1 1/2" LONG METAL ) WOOD FASTENERS.
WALL PANELS SHALL BE FASTENED TO GIRTS WITH PLATED, GASKETED 1" OR LONGER METAL TO WOO FASTENERS. PANELS
N O T
SHALL BE INSTALLED AND FASTENED ACCORDING E MANUFACTURER'S RECOMMENDATIONS. T H
SOIL COMPACTION - ALL BACKFILLED SOIL BENEATH FOOTINGS SHALL BE COMPACTED WITH A VIBRA)RY 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 i THE STATE IN WHICH
THE BUILDING WILL BE CONSTRUCTED.
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
INTERIOR OR GABLE END TRUSSES
NOTES FOR TRUSS WEB BRACING:
TRUSS DIAGRAMS WILL OFTEN REQUIRE WEB MEMBER BRACING, WHICH IS SHOWN ON TRUSS DRAWINGS
THE METHOD OF TRUSS WEB BRACING SHOWN ABOVE REPLACES V X 4' OR 2' X 4' WEB MEMBER BRAQNG
FOLLOW THESE INSTRUCTIONS FOR ALL WEB MEMBER BRACING TO REPLACE 'RAT -RUN' WEB
lOd NAILS @ 6' O.C. Od NAILS @ 6' D.C.
X 6' OR 2' X 8' X 4'
L -BRACE L -BRACE
TRUSS WEB MEMBER TRUSS WEB MEMBER
SECTION B -B
AT INTERIOR TRUSSES
kki BEIA1L t NOTES FOR FOOTING DETAIL
Bo S1 TREATED POSTS AS SIZED PER SCHEDULE ;
BUILDING SECTION A—A VIBRATE ❑R ROD CONCRETE T❑ OBTAIN 3068 MAND❑❑R ❑PTI❑N ,, � OPENNG cz�
FULL BEARINGN,r.s.5�3 UNDISTURBED S❑IL � 9
OPTIONAL FRONT ELEVATIONS4
N.T.S.
SINGLE OVERHEAD DOOR ❑PTI❑N
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 REWD
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
SS TREATED WOOD POSTS, SIZED PER SCHEDULE
S6 TREATED 2' X 6- BOTTOM GIRT
OR TREATED 2' X 10' BOTTOM GIRT
FOOTING DETAIL
N.T.S.
GABLE END TRUSS
8 - 16d NAILS
2' X 6' X 18'
BDLTING BL❑CK
- 16d NAILS
CORNER POST
- 16d NAILS
2' X 6' X 18'
BOLTING BLOCK
DETAIL 3
TYP. GABLE END
TRUSS CONNECTI❑N
USE BOLTING BLOCKS BELOW
ALL CORNER COLUMN GIRTS
SPLIT SLIDER DOOR ❑PTI❑N
OPTIONAL FRONT ELEVATION
N.T.S.
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' KINGPUST
SECTION B -B
AT GABLE END TRUSS
TYPICAL TRUSS BOTTOM CHORD BRACING
NOTES FOR TRUSS BOTTOM CHORD BRACING N.T.S.
S1 GABLE END TRUSS
S2 DOUBLE INTERIOR TRUSSES
S3 2' X 4- X -BRACING @ 10' 0' D.C.
S4 2' X 4' BOTTOM CHORD BRACING @ 10'-0' O.C.
OR, AS SPECIFIED BY TRUSS MANUFACTURER
SS TOENAIL BRACES TO TRUSSES WITH
3 - 10d NAILS
TYPICAL SIDE ELEVATION
NOTES FOR SIDE ELEVATION N.T.S.
S1 2' X 8' HEADER
S2 2' X 10' HEADER FOR 10' & 12' SLIDING DOORS
2' X 8' HEADER FOR 8' & SMALLER SLIDING DOORS
POST/FOOTI NG SCHEDULE 30' SPANS, 30 & 40 PSF LIVE LOAD
POST
COLUMN
FOOTING
KNEE BRACE
CONCRETE
SPACING
"H"
W X D
"B" DIA.
"T'
REQUIRED
VOLUME, YD'
10'-0"
8'-0"
6" X 6"
26"
X -O"
NO
0.41
-- --
10'-0"
-----
1 V-11"
-----
6" X 6"
----
26"
-- --
T -O"
-- --
NO
0.41
---
10'-0"
-- —
14'-0"
_-_...-----------
6" X 6" W/2" X 6"
6" X_6" W/2" X 6"
------
26"
26"
-- ---No--
3'-0"
3'-0"
NO
0.41
0.41
10-4-
10--W-
10'4"
10'4"
18'-0"
2W -O"
6" X 8"
26"
_ 3'-0"
NO
__ 0.41
0.41
0.41
0.44
0.45
_
6" X 8 W/2' X 6"
6" X 8 W2" X 6
6" X 10" W/2" X 6"
6" X 12"
26"T
26"
-O"
T -O"
NO
NO
22'-0"
24'4"
26"
3'-2"
T-3"
NO
NO
26"
12-0"
—.- --
12-0"
12-0"
12-0'
12-0"
12-0"
12-0"
12-0"
12-0"
8'-0"
- -
1D 0
12'-0"
14'-0"
16'-0"
1 B D
20'.0"
22'-0"
24-0
6" X 6"
28"
3'-0"
NO
0.47
0.47
0.47
0.47
0.47
0.47
0.47
0.5
1 0.56
-- -
6" X 6'
6" X 6 W/2' X 6"
6' X 8
6" X 8" W/2'' X 6"
6 ' X lo;; ------28
6' X 12
6" X 12' W/2 X 6"
6" X 12'
—
28
28
28
---- --
3'-0'
T -O"
3'-0"
NO
NO
NO
28"
28
28
T -O"_
NO
3'-0
T-0
T-2"
1 T-6"
NO
NO
NO
1 NO
1 28'
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 -FIRSTS.
3. FOOTINGS FOR ENDWALL POSTS SHALL BE A MINIMUM OF 2P0 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 HAVE
CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING
DEPTH X 4".
THE FOLLOWING MIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED,
• ROOF STEEL, 29 1UGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT
• FIELD SCREWS, # x 1 1/2' AT 9' O.C. (NEXT TO HIGH RIB)
• EAVE AND RIDGE URLIN SCREWS- #14 x1 1/2' AT BOTH SIDES OF
EACH MAJOR RIB
THE FOLLOWING MIMUM ENDWALL DIAPHRAGM REQUIRMENTS ARE NEED
• ENDWALL STEEL -9 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALE
• FIELD SCREWS, # x 1 1/2' @ 9' O.C. (NEXT TO HIGH RIB)
• BASE GIRT, END :USS, AND DOOR HEADER SCREWS, 014 x 1 1/2'
@ BOTH SIDES OFACH MAJOR RIB.
DIAPHRAGM SCREWS
DIAPHRAGM CREWS @ ENDWALL BASE GIRT ACROSS
ENDWALL DIR HEADERS & GABLE END TRUSS TOP CHORD,
EAVIE && ROE PURLINS ON ROOF
DIAPHRAGM CREWS) TYPICAL SCREW PATTERN, EXCEPT AS
NOTED ABO".
-STEEL SCREW PATTERNS
N.T.S
EXPIRES 12/29/07----]
PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
ROOF TRUSSES, BEAMS AND
FLOOR SYSTEMS PRIOR TO FRAMING
INSPECTIONS
f
CITY COPY
THIS BUILDING SUBJECT
TO FIELD INSPECTION CORRECTIONS
REVIEWED FOR CODCO PLIANCE
SPOKANE VALLEY BU DI DIVISION