2006, 04-11 Permit App: 06001268 Pole Bldg Project Number: 06001268 Inv: 1 , Application Date: 04/11/2006 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Permit Use: 16 X 30 DETACHED POLE BUILDING Contact: EBCO
Address: PO BOX 7224
C-S-Z: SPOKANE,WA 99203
Setbacks:Front 20 Left: 25 Right: 5 Rear: 5 Phone: (509)981-6865
Group Name:
Site Information: Project Name:
Plat Key: 001938 Name: PARK ROAD ADD District: E
Parcel Number: 35131.0122 Block: Lot:
SiteAddress: 7413 E SHARP AVE Owner:Name: ESPINDOLA,MARIO&TALOR,S
Address: 7413 E SHARP AVE
Location::CSV SPOKANE VALLEY,WA 99212
Zoning: AGSUB
Water District: Hold: ❑
Area: .00 Acres Width: 0 Depth: 0 Right Of Way(ft): 60
Nbr of Bldgs: 1 Nbr of Dwellings: 1
Review Information:
Review
Building Plan Review Released By:
Originally Released: 04/11/2006 By: TMELBOU
Septic Sys Review Released By:
PER SPOKANE COUNTY HEALTH
Originally Released: 04/11/2006 By: cjjanssen
Landuse/Zoning/HE Conditions Released By:
Originally Released: 04/11/2006 By: KKENDAL
Permits:
Operator: CJJ Printed By: CJJ Print Date: 04/11/2006
Project Number: 06001268 Inv: 1 Application Date: 04/10/2006 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Permit Use: 16 X 30 DETACHED POLE BUILDING Contact: EBCO
Address: PO BOX 7224
C-S-Z: SPOKANE,WA 99203
Setbacks: Front 20 Left: 25 Right: 5 Rear: 5 Phone: (509)981-6865
Group Name:
Site Information: Project Name:
Plat Key: 001938 Name: PARK ROAD ADD LI Imo- District: E
Parcel Number: 35131.0122 Block: Lot:
SiteAddress: 7413 E SHARP AVE Owner:Name: ESPINDOLA,MARIO&TALOR,S
Address: 7413 E SHARP AVE
Location::CSV SPOKANE VALLEY,WA 99212
Zoning: AGSUB
Water District: Hold: ❑
Area: .00 Acres Width: 0 Depth: 0 Right Of Way(ft): 60
Nbr of Bldgs: 1 Nbr of Dwellings: 1
Review Information:
Review
Building Plan Review
Septic Sys Review
FAXED TO HEALTH 4/10/06
40
se/Zoning/HE
Landu
ri.Conditions 1111) SJ O11+ �glAla321'9'1i ffir :411f19
1 re :"11'"_`4717i ' :._ a_44'1.1,1'ol. eM
,,A i � `
TO . • '.' ' 4/10/06 �- ' .� W�'-�4f� �- U �� ,,....r_ oG 5"fir M 4- 1L'' 'a1C .�
Permits:
Building Permit
Contractor: EBCO CONSTRUCTION Firm: EBCO CONSTRUCTION
Address: PO BOX 7224 Phone: (509)981-6865
SPOKANE,WA 99207
Operator: CJJ Printed By: CJJ Print Date: 04/10/2006
04;10/2006 12: 14 5093241567 SRHD EHS PAGE 0
A>� 10 2006 1034 FR TO 3241567 P.01/02
•
Project Nun t1 cr: 06001265 lnv: 1 Application Date: 04/10/2006 f'at;u 1 of 2
JTIUS.IS NOT A PEP MIT
Pen:llties will bri assessed for commencing work without :l permit
rrgirst 1'1►rt'r'nintiolr:
Permit Use 16 X 30 DETACHED POLE itUTI_DINC C:untrI t: EItCO
Address: PO 110X 7224
C-5 .. SPOKA/v*T, WA 19203
Setbacta: Front 20 Left: 25 Right: 5 Rear. 5 Phone: (509)931-6x65
Group Name:
SitelT nun/i '1 ;
Project Name:
Plot Krry: 001938 Name: PARK itOA1)A00 [Asti I
Pa,cr l Number: 35131.0122 Block: tot: — - _----._
S te. ddress: 7.113 E.SIJARP AVE Owner.Name: ESI'17v'DOLA,MARIO .'r TA.LOR,S
Address: 7413 E S1-1ARi' A V
Loartrlon::CSV SPOKANE VAI.1 EV, WA 99212
Zoning: ACSUFI
Water District: Hold: 0
Area: .00 Acres Width: 0 Depth: U /tight Of Way(ft): 60
Nbr of 13]dgs: I Nbr of Dwellings: I
Review trqD//nation
1a�ic's'
!Trim itev i 5
P M
Sept c Sys Review
F AXED TO Xil2A]LTII 4/10/06
Lane use/Zoning/1W Conditions ., `
r 0 KAREN 4/10/06
Jtt'1'Ill1S'
_.._„ 1.1 Wing Permit
Contractor: VICO CONSTRUCTION Firm: EliCO CONSTRITCTION
Address: 1'O BOX 722.1 Phone: (stili)9n 1-Orli 65
St'OI(AJ'T,WA 992117
Opetritor CIJ Printed By: CJJ Print Dere: 04/10/2006
APR 10 2006 13:31 509324156? PAGE.01
Project Number: 06001268 Inv: 1 Application Date: 04/11/2006 Page 2 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Building Permit
Contractor: EBCO CONSTRUCTION Firm: EBCO CONSTRUCTION
Address: PO BOX 7224 Phone: (509)981-6865
SPOKANE,WA 99207
This Application: Total Project:
Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation
GARAGE U-1 VB 480 $9,120.00 480 $9,120.00
Totals: 480 $9,120.00 480 $9,120.00
Item Description Units Unit Desc Fee Amount
RESIDENTIAL PERMIT FEE 1 SELECT $181.25
ACCESSORY PLANS REVIEW 1 SELECT $45.31
WSBC SURCHARGE 1 SELECT $4.50
Permit Total Fees: $231.06
Notes:
Payment Summary: ..
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $231.06 $231.06 $0.00 $231.06
$231.06 $231.06 $0.00 $231.06
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: CJJ Printed By: CJJ Print Date: 04/11/2006
Project Number: 06001268 Inv: 1 Application Date: 04/10/2006 Page 2 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Notes:
Payment Summary:
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: CJJ Printed By: CJJ Print Date: 04/10/2006
ip& ne — 11707 E Sprague Ave, Suite 106 PERMIT NUMBER:
Valle Spokane Valley,WA 99206 PES,FEE:
J ) (509)688-0036 FAX: (509)688-0037
Community Development www._ c 'a11- .orZ.00m
FT
Residential Construct' APR 1: ' N ,Construction o Accessory BIdg
Permit Application � ' 11'1'173 • ition/Remodel o Deck
�
SITE ADDRESS 7y - S% ,.- ,0
ASSESSORS PARCEL NO: LEGAL DESCRIPTION:
Buildingowner : ;: ` • -
. .. 'v•. Contractor"
Name:` 7 v-io' &"":„371 r i')c24°17ci Name: 4(1, 1 6-g .---
Address: 74/12 .rte,
Address: /2 C, i Pah' 7-? 2
City: 0// Zip: ,7 9 /2 City: ve, C—, Zip: 7. y2 C -,r
Phone: Fax: Phone: j.-e; C j - Fax: 5-35-- )
Lic No:e 3/G c' 6 k/t. ? Exp.Date:
Con6ct.:Persan_. - ' ." . ,; ;; .
•
.. _ . ... _... . ._.. . ::... :..__._..., City Business Lic No:
Name:
Phone:
Describe the scope of work in detail: Cost of Project: $ ( C'C U
**************The following MUST be complete: (write N/A if not applicable)**********************
HEIGHT TO PEAK: DIMENSION: #OF STORIES: TOTAL HABITABLE SPACE:
MAIN FLOOR TO SQ. 2""'FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE
FTG: AREA:
FINISHED BASEMENT GARAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: 30% SLOPES ON
SQ. FTG: �/ PROPERTY:
#OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE: SEWER OR SEPTIC,'
JZe
DISCLAIMER
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 -(' �';G: _r% C' ( (ice Date /1-/-7 C `
Method of Payment: (Faxed permit applications will only be accepted with major bankcard)
0 Cash 0 Check ❑ Mastercard 0 VISA 0 Other
Bankcard#: Expires: _ VIN#:
Authorized Signature:
REVISED 8252DDS
Siökie
.0.010Valley
11707 E Sprague Ave Suite 106 • Spokane Valley WA 99206
509.921.1000 ♦ Fax 509.921.1008 ♦ cityhall@spokanevaltey.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 1/8").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.
❑ 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
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
•
❑ Foundation plan
❑ Insulation information
r_
, ; ".1.-;:4Spokane County Parcel Data Locator
spoKANT Cowry
Help New Search Modify Search
Summary Parties Values Taxes Sales Info Seg/ Merge Event/Notices Land
Dwelling I Structure Parcel Photo Documents WebPlus Prism Sketchbook
Printable Fact Sheet w/o Taxes Printable Fact Sheet-Taxes Only Printable Fact Sheet with Taxes
All Data As Of: 04/08/2006
Property Number: 35131.0122
Fact Sheet without Taxes Only
Owner/Name Address 1 Address 2 City State Zip _Country Role%
ESPINDOLA,MARIO/TAYLOR,STACIE 7413 E SHARP AVE SPOKANE WA 99212-1177 USA 100
Taxpayer/Name Address 1 Address 2 City State Zip Country Role%
ESPINDOLA, M J/TAYLOR,S M 7413 E SHARP AVE SPOKANE WA 99212-1177 USA 100
Mortgage/Name Address 1 Address 2 City State Zip Country Code#
WELLS FARGO HOME MORTGAGE. 405 SW 5TH ST DES MOINES IA 50309 USA 006315
Property Class Appraiser Appraisal Date Neighborhood Code Neighborhood Name Neighborhood Desc
11 Single Unit 64 11/7/2001 123500 PRKRD PLAT-PARK ROAD ADD
UOM Field Book No Inspection Cycle Millage Rate
00411 OP 4 16.361349604742
Property Address City Land Size Description Tax Tax Code Status
Type Size Description Year Area
Real
7413 E SHARP SPOKANE 11 Single 2006 0148 Active
AVE Unit
Active Exemptions Remarks
There are no active exemptions.
Legal Description
PARK ROAD L21 B1
Certified Values
Tax Year Land Improvements Current Use Land Taxable Personal Prop Total Value
2006 20,000 69,500 0 89,500 0 89,500
2005 8,560 63,200 0 71,760 0 71,760
Sale Date Sale Price Sale Instrument Excise Number
Sale Date Sale Price Sale Instrument Book Page
02/27/1997 72,000.00 WARRANTY DEED 9700 2340
05/20/1993 50,000.00 WARRANTY DEED 9300 7612
12/10/1992 0.00 QUITCLAIM DEED 9202 0485
07/24/1987 39,200.00 CONVERTED FROM SCM 8701 0033
06/28/1984 35,000.00 CONVERTED FROM SCM 8429 2887
IDwelling/IYearlYear 'Main'Size I I 1 I 'Roof I I I I Half I Full I
= OKANE COUNTY HEALTH DEPARTMENT
Division of Sanitation
1 127 W. Mallon Avenue = i
�T 5569 a,
, Spokane 11, Washington °//67lit
DATE / *F'"'t J- I
LICATION FOR PERMIT TO INSTALL OR RECONSTRUCT SEWAGE 9 POSAL ACILITIES -Z /42
�� n 0--- . 7,)6 '/1 1-6-5.--'---
Name
� �p
V Address hone No
Name f SCG
Address of Propo� -�. �-!
e.. --- d
Size of Property g O X a O
Type of Use__._--._-_ .. Other
Number of Bedroo4ns Building Capacity Camp Capacity --- Other
Is property below grade of streets or alleys?................._-..._-____ Are streets graded in?
Is basement for 4'!LL's°4 g planned? L-71.-0 How much excavation or fill proposed?
Water Supply (City, Well, Spring).
Septic tank capacity NO 0 gals. Style of tank �' `")2' `—
Length of disposal field i V 0
i
(1) Draw in property area to scale. ( i/
(2) Show relative location of: Proposed house, septic tank, 6 ,.
disposal field, well, garage, and other out buildings. ji
(3) Make note of any heavy slope or swampy area or anyother important topographic details.
4 Date when test hole will be ready for ?
inspection fiA,
Date installation will be ready for final inspection (that is,
i .
e, .
�LVefore backfilling)
CSANITARIAN'S REPORT AND RECOMMENDATIONS:
Date of Inspection
Topography
Ground Water
Soil Condition" Percolation tests: Minutes
Special Recommendations
Final Inspection Date��^�3t! 6, •••:� ----
Remarks:
RECOMMENDED PERMIT BE
Sanitarian
•
By I 1,t
(Form 340—Health-2%M-0-50)
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S1 NOTES FOR CONNECTION DEI�IL
SI TRUSS TOP CHORDS S1
V. NAILS EACH GIRT TRUSS DESIGN BY TRUS: MANUFACTURER
(SE)PURLIN SUPPORT STRUT2' X '4' X FULL
P ME H cONq DEPTH OF TOP CHORD RUS PURLIN.
OD . ecrION NAIL PURLINS W/(3) 16 NAILS
(SD NAIL STRUT TO TOP CHIRD W/(3) 16d
S7 NAILS EACH SIDE, F -
(FLAT) S4 MANUFACTURED TRUSS. tITCH POSTS
1-1/2' EACH SIDE TO PIOVIDE TRUSS SEAT, OL
3 SS WOOD POST, SEE P❑ST/-OOTING SCHEDULE.
SS
P IUR�S6 4 - 40d GALV, NAILS IJ PRE -DRILLED HOLES ❑
Me HpDONNecrl
OR 3/4'0 MACHINE BOL
TYPICAL GIRT CONNECTION PURLIN CONNECTION METH❑IISi &I ON S7 SOLID BLOCKING AT COINECTION POINTS. ro /1, I2
A>, PURLINS MAY BE HUNG
SS TYP. PURLIN, SEE FLOG: PLAN FOR SIZE W,
OFF THE TRUSS TOP CHORD PURLIN S9 2' X 6' OR 2' X 8' TC' GIRT o
NOTES FOR FLOOR PLAN FACES W/ STANDARD S2 Mer&60, .-Ecr,,. SI 4 - 16d NAILS OR 3/40 M. BOLT 1 1/2'
SIMPSON
JOIST HANGERS Sc
Q1 INTERIOR FRAME WOOD POSTS, SEE OR EQUAL.
POST SCHEDULE THIS SHEET B). PURLINS MAY BE
�2 GABLE WALL POSTS - 6' X 6- TYPICAL BUTTED AND NAILED
DOOR POSTS - 4' X 6' TYPICAL W/(2) 16d NAILS
FOOTING DIMENSIONS, B + 1' 8'I D = 3' 0' INTO EACH PURLIN.
MAXIMUM POST SPACING 12' 0' C), PURLINS MAY BE
�3 PURLINS @ 24' O.C„ BEARING OR LAPPED ANDNAILED
JOIST HANGERS (TYPICAL) W/(3) 16cINAILS, CS
ON CONNECTION METHODS
w SPANS 12' TO 60' 'B' AND 'C', TOENAIL
I�a 7:1P)BACK SIDE OF PURLIN �
H z W ^ W/(1) 16d NAIL INT❑ (S'.
I— n V -T TT1 EACH TOP CHORD MEMBER
L
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12
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SEE 1
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PLAN VIEW
N.T.S.
zv
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PATTERN
¢
DOUBLE
TRUSSES
p
SS TYPICAL PURLIN, SEE FLOOR
S3
U
PLAN FOR SIZE
LAMINATIONS
Ld
S2 TRUSS DESIGN BY OTHERS
rn
z :D
z ca
2' X 4'
OR, AS
TOENAIIBL
w
2- X 6- @ 24' 0,C,,12' BAYS
x
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H¢
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S5 EXTEND POST TO TOP OF PURLIN
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(U
TRUSS COLUMN
PURLIN SUPPORT
1"
2 — 16d NAILS
6", 8" OR
10" POST
ETAIL
zv
--------- —
PATTERN
FOR
2
NOTES FOR SECTION A -A
p
SS TYPICAL PURLIN, SEE FLOOR
S3
U
PLAN FOR SIZE
LAMINATIONS
Ld
S2 TRUSS DESIGN BY OTHERS
NOTE: 2" X 6" LAMINATE MUST BE A
z :D
S3 2' X 6- @ 24' O,C., 10' BAYS
2' X 4'
OR, AS
TOENAIIBL
'" Fa
2- X 6- @ 24' 0,C,,12' BAYS
x
o =
DF -L 42 GIRTS FLAT @ 24' O,C.
LAMINATE MAY BE
0
0 CONCRETE FOOTING, SEE SCHEDULE
N
S5 EXTEND POST TO TOP OF PURLIN
W
ROOF FASTENED TO PURLINS WITH
1 1/2' LONG WODDFAST TEKS.
WALLS FASTENED TO
GIRTS WITH 1' LONG
WOODFAST TEKS,
(U
TRUSS COLUMN
PURLIN SUPPORT
1"
2 — 16d NAILS
6", 8" OR
10" POST
ETAIL
S�
`J NAILING
PATTERN
FOR
2
S3
2- X 4-
POST
LAMINATIONS
1. THE NEXT
2" X 6"
LARGER SIZE POST MAY BE
LAMINATIONS.
NOTE: 2" X 6" LAMINATE MUST BE A
TREATED MEMBER
S4
S5
2' X 4'
OR, AS
TOENAIIBL
AND MUST EXTEND
TO THE BOTTOM OF
THE FOGTi!G.
CUT HEM -FIR #2 TREATED
18' WALL HEIGHT,
CUT HEM -FIR 2 POSTS.
MINIMUM OF 2PO X
18' WALL HEIGHT,
LAMINATE MAY BE
SPLICED ABOVE MID
HEIGHT OF COLUMN
NOTES FOR FOOTING DETAIL
I�—vl Sl TREATED POSTS AS SIZED PER SCHEDULE
BUILDING SECTION A - A 2 VIBRATE OR ROD CONCRETE TO OBTAIN
N.T.S.
FULL BEARING
03 J UNDISTURBED SOIL
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 REQ'D
0 2' X 10' HEADER
S3 2' X 6' GIRTS @ 24' ❑.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
DOUBLE OVERHEAD DOOR OPTION
OPTIONAL FRONT FI FVATIn
N.T.S.
SINGLE SLIDING DOOR ❑PTI❑N
OPTIONAL FRONT ELEVATION
N.T.S.
OPTIONAL FRONT ELEVATION
N,T.S.
8 -
2' X 6' X 18' 16d NAILS
BOLTING BLOCK CORNER POST
8 - 16d NAILS
2' X 6' X 18'
BOLTING BLOCK
J4
DETAIL 3
TYP, GABLE END
TRUSS CONNECTION
USE BOLTING BLOCKS BELOW
ALL CORNER COLUMN GIRTS
SPLIT SLIDER DOOR OPTION
OPTIONAL FRONT ELEVATION
N.T.S.
NOTES FOR OPTIONAL FRONT ELEVATIONS
Si 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'
WALI. HEIGHT W/ 2' X 6' FACER.
6' X 6' DOOR POST - 16' & 18'
WALL. iHEIGHT W/ 2' X 8' FACER,
SS DOUBLE 2' X 6- KINGPOST
G
DETAIL 2- - KNEE BRACE
NOTES FOR DETAIL 2- KNEEBRACE
S1 TRUSS TOP CHORD, DESIGN B1 OTHERS
S2 TRUSS BOTTOM CHORD, DESIGN BY OTHERS
S3 2' X 6' DF -L #2 EACH SIDE
S4 WOOD POST, SEE POST/FOOTING SCHEDULE
SS 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,
N.T.S.
BUILDING SPECIFICATIONS:
GENERAL - 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 USE IN 30 OR 40 PSF LIVE LOAD, 85 MPH WIND SPEED, EXPOSIJRE B AND SEISMIC
DESIGN CATEGORY C AREAS.
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 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 STRENGTH F'c = 2,000 psi, 4 SACK MIX FOR FOOTINGS.
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.
MAXIMUM MOISTURE CONTENT SHALL BE 19% BY WEIGHT. NAILING SHALL CONFORM TO TABLE 2304.9.1
FASTENING SCHEDULE & OTHER APPROPRIATE SECTIONS OF CHAPTER 23 OF IBC 2003. ALL NAILS INTO
TREATED WOOD SHALL BE HOT -DIPPED ZINC COATED GALVANIZED STEEL, SILICONE BRONZE COPPER OR
STAINLESS STEEL. CCA TREATED WOOD SHALL CONFORM TO THE REQUIREMENTS OF AWPA STANDARDS
C-16, C-22, C-23, C-24 & C-28. POSTS FOR BUILDINGS SHALL BE AS NOTED ON THE PLANS. ALL POST
MATERIALS SHALL BE HEM -FIR #2 OR BETTER, FULL DIMENSION AND GRADED BY 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 = 80.0 ksi. ROOF PANELS SHALL BE FASTENED TO PURLINS WITH PLATED,
GASKETED 1 1/2" LONG METAL TO WOOD FASTENERS. WALL PANELS SHALL BE FASTENED TO GIRTS WITH
PLATED, GASKETED 1" OR LONGER METAL TO WOOD FASTENERS. PANELS SHALL BE INSTALLED AND
FASTENED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS.
SOIL COMPACTION - ALL BACKFILLED SOIL BENEATH FOOTINGS SHALL BE COMPACTED WITH A VIBRATORY
COMPACTOR TO 95% OF THE PROCTOR DENSITY AS DETERMINED BY ASTM A1557, METHOD D.
TRUSSES SHALL BE DESIGNED BY AND BEAR THE SEAL OF AN ENGINEER REGISTERED TO PRACTICE IN THE
STATE OF WASHINGTON.
TRUSS LOADING: TOP CHORD LIVE LOAD = 30 OR 40 PSF
TOP CHORD DEAD LOAD = 5 PSF
BOTTOM CHORD DEAD LOAD = 1 PSF
TRUSS WEB BRACING
INTERIOR OR GABLE IND TRUSSES
NOTES FOR TRUSS WEB BRACING)
TRUSS DIAGRAMS WILL OFTEN REQUIRE WEB MEMBER BRACING, WHICH IS SHOWN ON TRUSS DRAWINGS pS g
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
0d NAILS @ 6' O.C, Od NAILS @ 6' O.C,
/7�LX 6' OR 2' X 8' �j---2' X 4'
11 -BRACE F -2 -BRACE
DIAPHRAGM SCREWS
ENDWALL DOOR HEADERS & GABLEAENDGTRUSS TOP CHORD,
EAVE & RIDGE PURLINS ON ROOF
DIAPHRAGM SCREWS) TYPICAL SCREW PATTERN, EXCEPT AS
NOTED ABOVE
STEEL SHEETING SCREW PATTERNS
N.T.S
OVERHEAD DOOR
OPENING
SLIDING DOOR
OPENING
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
P1 V D• Wr-AnrD rmo o, o c,.,Ai i rn of TnTk.
TRUSS WEB MEMBER L TRUSS WEB MEMBER
SECTIOt B—B SECTION B—B
AT INTERIOR TRUSSES AT GABLE END TRUSS
TYPICAL -TRUSS BOTTOM CHORD BRACING
NOTES FOR TRUSS BOTTOM CHORD BRACING T.S.
Sl GABLE END TRUSS ♦tioF WAS
L. y�
4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH
CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT
xPIRES 12-29-2007 CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING
DEPTH X 4
WAMBEKE EN GINEERIN
- •• �_ �poKane WA "dEJ:3
relephone, 509-443-6186 Faxi 509-448-6582 a -mall dwambeke@msn com
LAYOUT, STRUCTURAL DETAILS AND SPECIFICATIONS
POST FRAME BUILDINGS
EBCO CONSTRUCTI
1517 N. LACEY
BY 1 DATE DRAWING NO.i
DRAWN WAMBEKE 12-18-05 EBC006.IBC2003
CHECKE➢
BY JDATE1 DESCRIPTI❑N OF CHANGE I PROJECT N0. I annc ISCAI F. N T c cu�rT.
S�
DOUBLE
INTERIOR TRUSSES
�� 1
NOTE:
S3
2- X 4-
X -BRACING @ 10' 0' O.C.
Ir D
1. THE NEXT
2" X 6"
LARGER SIZE POST MAY BE
LAMINATIONS.
SUBSTITUTED FOR POSTS WITH
S4
S5
2' X 4'
OR, AS
TOENAIIBL
BOTTOM CHORD BRACING @ 10'-O' ❑,
SPECIFIED BY TRUSS MANUFACTURERENDWALL
NAILS BRACES TO TRUSSES WITH
a
O k 18067
ZONA
2. ENDWALL POSTS SHALL BE 6" X 6" ROUGH
POSTS UP TO 18'-0" WALL HEIGHT. ABOVE
POSTS SHALL BE 6" X 8" ROUGH
3. FOOTINGS FOR ENDWALL POSTS SHALL BE A
3'-0" FOOTINGS FOR BE FOR
TO DEE-O". ABOVE
CUT HEM -FIR #2 TREATED
18' WALL HEIGHT,
CUT HEM -FIR 2 POSTS.
MINIMUM OF 2PO X
18' WALL HEIGHT,
4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH
CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT
xPIRES 12-29-2007 CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING
DEPTH X 4
WAMBEKE EN GINEERIN
- •• �_ �poKane WA "dEJ:3
relephone, 509-443-6186 Faxi 509-448-6582 a -mall dwambeke@msn com
LAYOUT, STRUCTURAL DETAILS AND SPECIFICATIONS
POST FRAME BUILDINGS
EBCO CONSTRUCTI
1517 N. LACEY
BY 1 DATE DRAWING NO.i
DRAWN WAMBEKE 12-18-05 EBC006.IBC2003
CHECKE➢
BY JDATE1 DESCRIPTI❑N OF CHANGE I PROJECT N0. I annc ISCAI F. N T c cu�rT.
PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
ROOF TRUSSES, BEAMS AND
FLOOR SYSTEMS PRIOR TO FRAMING
INSPECTIONS
CITY COPY
THIS BUILDS.
TO FIELD INSPECTOISUBJEcoaREcCTTIONS
S of ' -
M1'
REVIEWED FOR CODEOMPLIANCE
SPOKANE VALLEY SIL(NG DIVISION