2006, 08-14 Permit App: 06003151 Garage Project Number: 06003151 Inv: 1 << Application Date: 8/14/2006 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Permit Use: 24 X 24 GARAGE Contact: Z R ENTERPRISE
Address: PO BOX 591
C-S-Z: NINE MILE FALLS,WA 99026
Setbacks:Front Left: Right: Rear: Phone: (509)258-7722
Group Name:
Site Information: Project Name:
Plat Key: 001866 Name: ORCHARD AVE ADD TR 1-228 District: E
Parcel Number: 45072.0314 Block: Lot:
SiteAddress: 7717 E RUTTER AVE Owner:Name: SELLS,LULU
Address: 7717 E RUTTER AVE
Location::CSV SPOKANE VALLEY,WA 99212
Zoning: AGRSUB
Water District: Hold: ❑
Area: .00 Acres Width: 0 Depth: 0 Right Of Way(ft): 40
Nbr of Bldgs: 0 Nbr of Dwellings: 1
Review
Building Plan Review Released By:
Originally Released: 8/14/2006 By: TMELBOU
Driveway/Approach Released By: I
Originally Released: 8/14/2006 By: amblake
Landuse/Zoning/HE Conditions Released By:
Originally Released: 8/11/2006 By: Cdesimas
Sewer Review Released By:
Originally Released: 8/14/2006 By: amblake
Operator: AMB Printed By: AMB Print Date: 8/14/2006
Project Number: 06003151 Inv: 14. Application Date: 8/14/2006 Page 2 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Building Permit
Contractor: Z R ENTERPRISES Firm: Z R ENTERPRISES
Address: PO BOX 591 Phone: (509)258-7722
NINE MILE FALLS,WA 99026
This Application: Total Project:
Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation
GAR WOOD U-1 VB 24 x 24 576 $10,944.00 576 $10,944.00
garage
Totals: 576 $10,944.00 576 $10,944.00
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
Notes a ...
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)❑THE 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)❑SOME EXAMPLES OF POTENTIAL OUTSIDE RESOURCES INCLUDE PLAN REVIEW,
CONSTRUCTION INSPECTION AND SURVEYING.
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: 8/14/2006
Project Number: 060031 51 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 In Formation:
Permit Use: 24 X 24 GARAGE Contact: Z R ENTERPRISE
Address: PO BOX 591
C-S-Z: NINE MILE FALLS,WA 99026
Setbacks:Front Left: Right: Rear: Phone: (509)258-7722
Group Name:
Site Information: Project Name:
Plat Key: 001866 Name: ORCHARD AVE ADD TR 1-228 District: E
Parcel Number: 45072.0314 Block: Lot:
SiteAddress: 7717 E RUTTER AVE Owner:Name: SELLS,LULU
Address: 7717 E RUTTER AVE
Location::CSV SPOKANE VALLEY,WA 99212
Zoning: AGRSUB
Water District: Hold: ❑
Area: .00 Acres Width: 0 Depth: 0 Right Of Way(ft): 40
Nbr of Bldgs: 0 Nbr of Dwellings: 1
Review Information: ttatttotly, ra:r.,f .
Review
Building Plan Review Released,By: "-' '^ f'/ r 04
Driveway/Approach
Released By:
Landuse/Zoning/HE Conditions f Released'By: e'"`
Sewer Review Released By:
Permits: .x... .x,‘, . m ,. `; .. .. . . Ntatormitavoaregektm
,.
Operator: AMB Printed By: AMB Print Date: 8/10/2006
�+ j' Permit Center ' ��; rl
SPor
lane 11707 E Sprague Avc,,Sui C ` I \' I PERMIT NUMBERk3( 6/
.0.00V
alley
E WA 992(509
PERMIT FEE:.014g.alle.7y (509)688p �okaneValt0036 ,FW
F8-003AUG 1 0 200 �
Community Development www.spok_anevalley.org.cdnt ) ,
71
Residential Construction N +� ��
re�New Construction o Accessory Bldg
Permit Application ❑ Addition/Remodel o Deck
o Other:
SITE ADDRESS 717 . Itteit `'
ASSESSORS PARCEL NO: LEGAL DESCRIPTION:
Building ow{nerCC Contractor MR fZo,0 j
Name: \1\ e„ JName: � / r ��rp O•' ^�
Address: I aaii-1 �. T.:\l\;�'��,` Address: i�n"`)
City: p 81 L1 t Zip: W city:( }
y C... Ci J e �' v' ��ir' zip: rl�rt� ..�.�
Phone: n 671- Z-ci �t 2_ Fax: Phone: � '1�?a ^ Fax:
•
Lic No: 2? * f tap.Date '
Contact Person
1/VA
' City Business Lic No:
Name: VA
Phone: L sc g - LIC S
Describe the scope of work in detail: Cost of Project: $ Pj 3 6 C�
c,I,
Of
**************The following MUST be complete: (write N/A if not applicable)**********************
HEIGHT TO PEAK: DIMENSIONS: #OF STORIES: TOTAL HABITABLE SPACE:
MAIN FLOOR TO SQ. 2"" FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE
FTG: AREA:
FINISHED BASEMENTARAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: 30% SLOPES ON
SQ. FTG: ,$` 76 PROPERTY:
#OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE: SEWER OR SEPTIC?
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 rocessed.
P �( /(e,Signature Date U /
Method of Payment: (Faxed per it applications will only be accepted with major bankcard)
Q"Cash ❑ Check 0 Mastercard 0 VISA ❑ Other
Bankcard#: Expires: VIN#:
Authorized Signature:
REVISED 8/25/2005
Valley
*61(a' ne
11707 E Sprague Ave Suite 106 ♦ Spokane Valley WA 99206
509.921.1000 ♦ Fax: 509.921.1008 ♦ cityhalt®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.
O 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
O 22" X 30" attic access location
❑ 18" X 24" crawl space access:
O 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
O Insulation information
,ons . y /yi-2, fro
ENTERPRIZE
PO BOX 591
NINE MILE FALLS,
WA. 99026
--x'509-990-4749 (CELL)'
509-258-7ci�f'/BUSLNESS)
^tel_ \•W\•.ZREN7ERI'1:I/.E.EAR'1"'III.INIi.C'OM w x„
. RIGID ' RIGID
�r `/ �` "_ 7 'BUILDING SYSTEMS
BUILDING SYSTEMS --
Quote form: #/6087
Client Name: Phone:
Phone:
Contact Person:
Mailing Address: '7r r � 4.{-E(-fe
City, State, Zip :
Job Address:
City, State, Zip :
Price: '7 T
Eave Height /� Roof Pitch: �-(rte
1 )Overall Building DimensionsWide XY Long
2) Main Building Dimensions: 57)'//t--: Wide X -_Long Eave Height_
Roof Pitch:
LongEave Height: Roof Pitch:
3) Lean-to(Open) Dimensions: NO Wide X
LongEave Height: Roof Pitch:
Lean-to (Closed) Dimensions: /1/0Wide X of F
qu
^ ired Inside uilding� ` ` _
4) Minimum Height Cleara,:ce, .:e-,- _ �,,
`. Thickness at Walls:
5)Vinyl Backed Fiberglass Insulation: Thickness at Roof:_ .
e- Other:
6) Wall Metal Sheeting: Main Color: Trim Color: Gauger
7)= Gaue:� Other:
Trim Color: g
Roof Metal Sheeting: Main Color: —--
8) Post Sizes: Gable End Posts:
Truss Posts: 6)0 Door Posts: X�'
9) Clearspan Truss System: Roof Load: Ye2
lbs.
Other: ' / '��/`d�C-i�Z -
10) Girls & Purlins Sizes:
Girts:,2,C Purlins: Commercial Girts: A_r
_-
One Row of Preasure Treated 2x8 around at Base of Building
Size: Single Pane or Double Pane (circle one)
11) Vinyl Windows: ��-� Quantity: g
Quantity: Size: Single Pane or Double Pane (circle one)
Location: (Gable or Eave)
Gable or Eave)
Size: 3x
12) Walk-in Doors: Quantity: Location:
Quantity: Size: Gable or Eave)
Special Door Quantity:
Size: Location: (
13) Sliding Doors: A/C Quantity: —
• Size: Location: _(Gable or Eave)
'4) Split Sliding Doors: NQuantity:_
Size: Location: (Gable or Eave)
g e` jCi.tG'.i
. Size: Cc � Location: (Gable or Eave)
Quantity:_____
ierhead Doors: j Quantity: — Size:L---7( Location: (Gable or Eave)
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PLAiy VIEW
N.T.S,
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41
NOTES FOR SECTION A -A
S] TYPICAL PURLIN, SEE FLOOR
PLAN FOR SIZE
S2 TRUSS DESIGN BY OTHERS
S3 2' X 6' @ 24' O.C., 10' BAYS
2' X 6' @ 24' D.C. 12' BAYS
DF -L #2 GIRTS FLAT @ 24' O.C.
S4 CONCRETE FOOTING, SEE SCHEDULE
S5 EXTEND POST TO TOP OF PURLIN
ROOF FASTENED TO PURLINS WITH
1 1/2' LONG WOODFAST TEKS.
WALLS FASTENED TO
GIRTS WITH 1' LONG
WODDFAST TEKS.
DETAIL 1 -
CONNECTION,
TRUSS COLUMN
PURLIN SUPPORT
1#
1_ 2 - 166 NAILS
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TYPICAL GIRT CONNECTION
PURLIN CONNECTION METHODS,
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FACES W/ STANDARD
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SIMPSON JOIST HANGERS
NOTES FOR FLOOR PLAN
OR EQUAL.
(
INTERIOR FRAME WOOD POSTS, SEE
B), PURLINS MAY BE
o1
POST SCHEDULE THIS SHEET
BUTTED AND NAILED
NAILS
(2
GABLE WALL POSTS - 6' X 6' TYPICAL
X 6' TYPICAL
W/(2) 16d
INTO EACH PURLIN.
NO
NO
DOOR POSTS - 4'
FOOTING DIMENSIONS, B + 1' 8'; D = 3' 0'
C), PURLINS MAY BE
ANDNAILED S
(U�
MAXIMUM POST SPACING 12' 0'
LAPPED
(O)PURLINS
@ 24' ❑.C., BEARING OR
W/(3) 16cINAILS.
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J❑IST HANGERS (TYPICAL)
ON CONNECTION METHODS
20"
7
'B' AND 'C', TOENAIL
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18'-0"
BACK SIDE OF PURLIN S
--
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PLAiy VIEW
N.T.S,
�12
41
NOTES FOR SECTION A -A
S] TYPICAL PURLIN, SEE FLOOR
PLAN FOR SIZE
S2 TRUSS DESIGN BY OTHERS
S3 2' X 6' @ 24' O.C., 10' BAYS
2' X 6' @ 24' D.C. 12' BAYS
DF -L #2 GIRTS FLAT @ 24' O.C.
S4 CONCRETE FOOTING, SEE SCHEDULE
S5 EXTEND POST TO TOP OF PURLIN
ROOF FASTENED TO PURLINS WITH
1 1/2' LONG WOODFAST TEKS.
WALLS FASTENED TO
GIRTS WITH 1' LONG
WODDFAST TEKS.
DETAIL 1 -
CONNECTION,
TRUSS COLUMN
PURLIN SUPPORT
1#
1_ 2 - 166 NAILS
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NOTE: 2" X 6" LAMINATE MUST BE A
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10'4"
AND MUST EXTEND
TO THE BOTTOM OF
ABOVE MID
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NO
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SINGLE TRUSS
PLAiy VIEW
N.T.S,
�12
41
NOTES FOR SECTION A -A
S] TYPICAL PURLIN, SEE FLOOR
PLAN FOR SIZE
S2 TRUSS DESIGN BY OTHERS
S3 2' X 6' @ 24' O.C., 10' BAYS
2' X 6' @ 24' D.C. 12' BAYS
DF -L #2 GIRTS FLAT @ 24' O.C.
S4 CONCRETE FOOTING, SEE SCHEDULE
S5 EXTEND POST TO TOP OF PURLIN
ROOF FASTENED TO PURLINS WITH
1 1/2' LONG WOODFAST TEKS.
WALLS FASTENED TO
GIRTS WITH 1' LONG
WODDFAST TEKS.
DETAIL 1 -
CONNECTION,
TRUSS COLUMN
PURLIN SUPPORT
1#
1_ 2 - 166 NAILS
III
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PATTERN
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6", 8" OR
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SE
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NAILING
PATTERN
FOR
E2AIL
V
POST
LAMINATIONS
6" X 6"
18"
NOTE: 2" X 6" LAMINATE MUST BE A
TREATED MEMBER
0.20
10'4"
AND MUST EXTEND
TO THE BOTTOM OF
ABOVE MID
THE FOOTING.
HEIGHT OF COLUMN
3'4"
NO
LAMINATE MAY BE
SPLICED
12'4"
-
BUILDING SECTION A -A
N.T.S.
SINGLE OVERHEAD DOOR UNI lulu
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
SS TREATED WOOD POSTS, SIZED PER SCHEDULE
S6 TREATED 2' X 6' BOTTOM GIRT
OR TREATED 2' X 10' BOTTOM GIRT
NOTES FOR FOOTING DETAIL
S1 TREATED POSTS AS SIZED PER SCHEDULE
2 VIBRATE OR ROD CONCRETE TO OBTAIN
FULL BEARING
0 UNDISTURBED SOIL
FOOTING DETAIL
N.T.S.
GABLE END
8 - 1_6d NAILS
2' X 6' X 18'
BOLTING BLOCK
NOTES FOR CONNECTION DETAIL
S1 TRUSS TOP CHORDS
TRUSS DESIGN BY TRUSS MANUFACTURER
S2 PURLIN SUPPORT STRUT ^c' X '4' X FULL
DEPTH OF TOP CHORD PLUS PURLIN.
NAIL PURLINS W/(3) 16d NAILS
S3 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.
SS WOOD POST, SEE POST/FOOTING SCHEDULE.
S6 4 - 40d GALV. NAILS IN PRE -DRILLED HOLES
OR 3/4'0 MACHINE BOLT
S7 SOLID BLOCKING AT CONNECTION POINTS.
S8 TYP, PURLIN, SEE FLOOR PLAN FOR SIZE
S9 2' X 6' OR 2' X 8' TOP GIRT
S1 4 - 16d NAILS OR 3/4'0 M. BOLT
DOUBLE OVERHEAD DOOR ❑PTI❑N
r-% A T
N.T.S.
SINGLE SLIDING DOOR ❑PTI❑N
OPTIONAL FRONT ELEVATION
N.T.S.
OPTIONAL FRONT ELEVATION
N.T.S.
16d NAILS
CORNER POST
- 16d NAILS
2' X 6' X 18'
BOLTING BLOCK
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 ❑PTI❑NAL FRONT ELEVATIONS
S1 HALF TRUSS DESIGN BY OTHERS
S2 2' X 10' HEADER UP TO 12' 0' DORS
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.
S51 DOUBLE 2' X 6' KINGPOST
--ES FOR DETAIL 2- KNEEBRACE
) TRUSS TOP CHORD, DESIGN BY OTHERS
) TRUSS BOTTOM CHORD, DESIGN BY OTHERS
) 2' X 6' DF -L #2 EACH SIDE
) WOOD POST, SEE POST/FOOTING SCHEDULE
) 4 - 16d GALV. NAILS, EACH SIDE
KNEE BRACE REQUIRED WHERE
SHOWN ON POST/FOOTING SCHEDULE.
BRACE NOT REQUIRED AT GABLE END TRUSSES,
ALTERNATE KNEE BRACE/POST AND TRUSS/POST
CONNECTION = USE 3/4'0 THRU BOLTS,
EACH LOCATION.
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 SPECIFCATIONS AND PLANS
ARE INTENDED FOR USE IN 30 OR 40 PSF LIVE LOAD, 85 MPH WIND SPEED, EXPOSWE 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 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, SI'.TY GRAVEL AND
CLAYEY GRAVEL SOILS OR BETTER ACCORDING TO IBC TABLE 1804.2. LESSER SOIL COIDITIONS 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 GRDING RULES.
MAXIMUM MOISTURE CONTENT SHALL BE 19% BY WEIGHT. NAILING SHALL CONFORM TOTABLE 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 BR(NZE COPPER OR
STAINLESS STEEL. CCA TREATED WOOD SHALL CONFORM TO THE REQUIREMENTS OF AK'A STANDARDS
C-16, C-22, C-23, C-24 & C-28. POSTS FOR BUILDINGS SHALL BE AS NOTED ON HE PLANS. ALL POST
MATERIALS SHALL BE HEM -FIR #2 OR BETTER, FULL DIMENSION AND GRADED BY WWP, GRADING RULES.
HARDWARE SHALL BE SIMPSON OR APPROVED EQUAL. ALL BOLTS SHALL CONFORM TO ,STM A307. METAL
PANELS MAY BE DELTA RIB STYLE, GALVANIZED OR PAINTED, 29 GAUGE THICKNESS, ATM A653
STRUCTURAL QUALITY (SQ), Fly = 80.0 ksi. ROOF PANELS SHALL BE FASTENED TO PULINS WITH PLATED,
GASKETED 1 1/2" LONG METAL TO WOOD FASTENERS. WALL PANELS SHALL BE FASTEED TO GIRTS WITH
PLATED, GASKETED 1" OR LONGER METAL TO WOOD FASTENERS. PANELS SHALL BE INTALLED AND
FASTENED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS.
SOIL COMPACTION - ALL BACKFILLED SOIL BENEATH FOOTINGS SHALL BE COMPACTED 'ITH A VIBRATORY
COMPACTOR TO 95% OF THE PROCTOR DENSITY AS DETERMINED BY ASTM A1557, METDD D.
TRUSSES SHALL BE DESIGNED BY AND BEAR THE SEAL OF AN ENGINEER REGISTERED D 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 BRkCING
INTERIOR OR GABLE EID TRUSSES
NOTES FOR TRUSS WEB BRACING;
TRUSS DIAGRAMS WILL OFTEN REQUIRE WEB MEMBER BRACING, WHICH I SHOWN ON TRUSS DRAWINGS pS
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 REPLCE 'RAT -RUN' WEB
SHEATHING REQUIRMENTS
THE FOLLOWING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED,
w ROOF STEEL- 29 GAUGE GRAND -RIB 111, 36' WIDTH OR EQUIVALENT
x FIELD SCREWS- #10 x 1 1/2' AT 9' O.C. (NEXT TO HIGH RIB>
r EAVE AND RIDGE PURLIN SCREWS- #14 xl 1/2' AT BOTH SIDES OF
EACH MAJOR RIB
THE FOLLOWING MINIMUM ENDWALL DIAPHRAGM REQUIRMENTS ARE NEED
■ ENDWALL STEEL- 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALE
■ FIELD SCREWS, #10 x 1 1/2' @ 9' O.C. (NEXT TO HIGH RIB)
■ BASE GIRT, END TRUSS, AND DOOR HEADER SCREWS- #14 x 1 1/2'
@ BOTH SIDES OF EACH MAJOR RIB.
0d NAILS @ 6' D.C. F --40d NAILS @ 6' O.C.
01 X 6' OR 2' X 8' X 4
L -BRACE L -BRACE
TRUSS WEB MEMBER -TRUSS WEB MEMBER
JrHGII
-m 1
W X O
"B" DIA.
"T'
REQUIRED IVOLUME,
0.41
10'-0"
8'-0"
6" X 6"
18"
T-9-
NO
0.20
10'4"
10'-0"
6" X 6"
18"
3'4"
NO
0.20
10'-0"
12'4"
-
6" X 6"
-
18"
3'-0"
NO
NO
0.20
0'-0
1"
14-0
- 6-
6 X 6' Wl2" X ".
--IS;'
3'-0"
_
NO
0.20
10'-0"
--
16'-0'•
6" X w.
20"
T4,
NO
0.24
10'-0"
18'-0"
6" X 10" -
--
20"
-
3'-0"
-
NO
0.24
10'4"
20'-0"
--
6" X 10"
-_
21"
3'-0"
NO
0.27
12-0"
8'4"
6" X 6"
26"
3'-0"
NO
0.41
12-0•'
10 -0
--
6' X 6"
-- -
26"
34'
_ _ _ _
NO
0.41
12-0"
12 -0
6 X 6' W!2 X 6"
26"
3 -0_
NO
0.41
12-0"
-0 14
6' X 6' W/2 X 6"
_
26"
3 -0
_
NO
0.41
12-0"
-
16'-0"
6" X 8" W/2" X 6"
-
26"
T.0"
_
NO
0.41
12-0"
18 -0
6 X 8' W/2 X 6"
-
26"
x-0-
_ _
NO
0.41
12'-0"POS
20'-0"
6" X 16" WIT' X V
- 26"
3'-2"
- NO
0.44
T/FOOTING
SCHEDULE 30' SPANS.
30 & 40 PSF
LIVE LOAD
101-0"
8'-0"
6" X 61'
26"
T -O"
NO
0.41
10-0"
10-0
r., X ell
26"
3-0'
_
NO
0.41
10 -0"
12 -0
6' X ell WI X 6"
26"
T-9-
NO
0.41
10-0"
14-0
6"X6' W/2'X6"
_
26"
3-0"_
NO
0.41
10--0"
1G. -O'.
6" X 8"
26"
v -0"
NO
0.41
10-0"
18-0
r" X ell WIT' X6"
26'
3-0
NO
0.41
10-0"
20-0
S" X ell W2 X6"
26"
3-0'
NO
0.41
10 -0"
274"
G" X 10 WIT' X_ 6"
26"
3!_2-
NO
0.44
10'-0•'
24-0
6" X 12
26" -1
T.3"
NO
0.46
12-0"
8 -0
6' X 6'
28"
3 -0'
NO
0.47
12-0"
101-0.
6' X 6"
28"
T-0-
NO
0.47
12-0"
12'-0"
6' X 6" W/2" X 6"
28"
3 -w
NO
0.47
12-0"
14-0
6" X 8"
28"
T -O"
NO
0.47
12-0"
16'-0"
6" X 8' WIZ" X 6"
_
28"
T -O"
NO
0.47
12-0"
18 -0'
6" X 10
28"
3 -0"
NO
0.47
-
12-0"
20-0
6" X 12' - - _ _ _
28"
3 -0"
--_
NO
0.47
12-0"
22'-0';
- -
6' X 12 WIT X 6"
_
28"
T-2"
NO
0.6
12-0"
24'-0"
6" X 12"
1 28"
3'-6"
NO
0.66
POST/FOOTING SCHEDULE 36' SPANS, 30 & 40 PSF LIVE LOAD
POST
COLUMN
I FOOTING
IKNEE0R CEI
CONCRETE
SPACING
"H"
I W X D
"B" DIA.
I "T'
REQUIRED
IVOLUME, YD
10'-0"
8'-0"
6" X 6"
28"
3'-0"
NO
0.47
10'-0"
10'-0"
6" X 6"
28" --
3'-0"
NO
0.47
_
101-01,
IS, -01,
- -..
6" X 6" W/2" X 8"
28"
-
3'-0"
__ __ -
NO
0.47
10-0"
144
6 X6' Wl2 X6"
_
28"-
34
NO
0.47
10'-0"
16'-0"
6" X 8"
28"
3'-0"
NO
0.47
10'-0"
19'0"
--
6" X 8"Wl2" X 6"
28"
- 3'-0O"
--- -
NO
0.47
10-0"
20-0
- -
6'X10
28"_
34
_ _
NO
0.47
10'-0"
22 -0
6" X i v WIX 6"
28"x4s
- .
3'-2"
NO
0.47
-10'-0"
24-0'
6" X 10'WIT' X 6"
28"
3-T'
- --
YES
0.60
12-0"
8'-0"
6" X 6"
32"
T -O"
NO
0.62
12-0"
10'-V'
6" X 6
32"
3'4"
NO
0.62
12-0"
12'-0"
6" X 6" W12" X 6"
32"
3'-0"
NO
0.62
124"
14-0
6" X B
32"
3'-0"
NO
0.62
12-0"
16 -0
6" X 8 WIT' X 6"
32"
T -O"
NO
0.62
12-0'
18 -0
ell X 10
32'
3 -0'_
-
NO
0.62
1z-0"
20-0
_
ell X10 W/T X6'
2' 3
3-0"
No
0.62
12-0"
22'-0"
6' X 12
32"
T-2"
NO
0.66
12-0"
24'-0"
6" X 12" WIT' X 6"
32"
T-3-
_
NO
0.68
10-0'
10-0
r X6
30'
3-0
NO
0.66
10 -0'
121-091
_
6 X 6 vVir X 6"
30'
31-011
_
NO
0.65
II
_
10-0"
14-0
6 X r wir X6'_'
_
30'
3-0
_ _
NO
0.65
_
101-01,
IS, -01,
ell X 8
30'
3141
YES
0.66
10-0"
16-0
ell X ell W/2'X6"
30'
3-0
NO
0.55
10-0"
18-0
6'X8 W/2'Xell
_
30"
3-0
NO
0.56
10-0"
20-0
6'X10
30"
xo'
_
NO
0.55
10'-0"
22'-0"
6" X 10" W/T' X 6"
30"
3'-0"
NO
0.66
-
10'-0"
24'-0"
-
6" X 12"
--
30"
- .
3'-2"
_
YES
0.68
12-0"
B'-0"
6" X 6"
33"
3'-0"
NO
0.66
12-0'
16'-0';
_
6 X 6
33'
3 -0'
NO
0.66
124°
12-0
V X6 WIT; X6"
33"
3-0'
_
NO
0.66
12-0"
4-0"
6 X ell
33"
T -O"
NO
0.66
12-0"
16'-0"
6" X 8" Wl2" X 6"
33"
3'-0"
NO
0.66
-.
12-0"
1R 0
-..
6' X 10'
_.
33'
.'-0
_ _
NO
0.66
12-0"
20-0
ell X10'W/2"XWI'
33'
3-0
NO
0.66 I
12-0"
22'-0"
6" X 12'
33"
3.4;
NO
0.70
12-0"
24-0'
6" X 12' WIT X 6"
33"
3 2"
NO
0.72
SPACING
"li' I
W X D
"E3' DIA.
1 "T'
REQUIRED
IVOLUME, YM
101-0"
8'-V'
6 • X 6
34"
T -O"
NO
0.70
10'-0.,
10 -0
6" X 6
_
34"
3 -0•'
NO
0.70
10'-0"
12'-0"
6" X 6" W/2" X 6"
34"
T -O"
NO
0.70
10'-0"
14'-0"
6" X 6" W/2" X 6"
34"
T -O"
NO
0.70
lo. -O"
16'-0"
6" X 8" _..
34"
3'-0"
_- YES
0.70
10'-0"
16'-0"
6" X 8" W/T' X 6"
34"
T -O"
NO
0.70
w -a-
18'-0"
6" X 8" W/2" X 6"
34"
T -O"
NO
0.70
10'-0"
20'-0"
6" X 10
34"
T -O"
YES
0.70
10'-0"
22'-0"
6" X 10 W/T X 6"
34"
3 -0"
NO
0.70
10'-0"
2N -O"
6" X 12 WIT' X 6"
34"
3'-0"
_
YES
0.70
12-0"
8'-0"
6" X 6"
36"
T -O"
NO
0.79
12-0"
10'-0"
G" X 6 W/2 X 6"
_
36"-
T -O"
_
NO
0.79
12-0"
12 -0'
6" X 6 vvir X 6"
36"
T -O"
NO
0.79
12-0"
14-0'
6" X 8
36"
3'-0"
.- _.
NO
0.79
12-0"
16--0"
6" X 8" W/2" X 6"
36"
3'-0"
NO
0.79
12-0"
18'-0"
6" X 10"
36"
3'-0"
YES
0.79
12-0"
20'-0"
6" X 10" W/T X 6"
36"
3'-0"
NO
0.79
12-0"
27.'-0"
6" X 12" W/2" X 6"
36"
3'-2"
NO
0.83
12-0"
24'-0"
6" X 12" Wl2" X 6"
36"
3'-2"
I NO
0.83
DIAPHRAGM SCREWS SECTION B -B SECTION B -B ------ -------- - -
10 -0" 81-01, 6 X 6 36" 3 -0" NO 0.79
AT INTERIOR TRUSSES Q GABLE END TRUSS W-9, 10-0 6 X6 36" TT -011-O" NO 0.79
10'-0" 12'-0" 6' X 6 W!2" X 6" 36" 3'-0" NO 0 79
DIAPHRAGM SCREWS @ ENDWALL BASE GIRT ACROSS
ENDWALL
LRIDGE PURLINS ON ROOF END TRUSS TOP CHORD,
DIAPHRAGM SCREWS) TYPICAL SCREW PATTERN, EXCEPT AS
NOTED ABOVE
STEEL SHEETING SCREW PATTERNS
N.T.S
OVERHEAD DOOR
OPENING
097
10'4"
14'-0"
G" X 8"_
36"
T-0_
"
NO
0.79
O
10•-0"
16 -0
6'• X 8 W/2' X 6"
36" _
3 -0'
_
- No _
0.79
3'-0"
10"
-0 18
ell
36'1
T -W
NO
0.79
40"
10;.&
20 -0
6" X 10 WIT X 6"
36"
T -O';
YES
0.79
9
IV-&
22'-0"
V X 10" WIT X 6"
36"
T-6"
NO
0.79
F9'0F
104"
24'-0"
6" X 12"
36"
3'4"
YES
0.83
S4
12-0"
8'A"
6" X 6"
40"
X -O"
NO
0.97
3'-0" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT
_
12-0"
10'-0"
6" X 6" WI2" X 6"
40"
3'-0"
NO
0.97
TOENAIL BRACES T❑ TRUSS WITH
12.0"
12'-0"
B" X 6" _
_.. 40"
3'-0"
NO
0.97
CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING
12-0"
14'-0"
6" X 8" Wl2" X 6"
40"
3'-0"_
NO
0.97
12-0"
__..:;--
16'4"
--:-:�
6" X 8" Wl2" X 6"
-�:----:: ---
_ _
40"
.,
3'-0"
�;
NO
0.97
-12-0
TYPICAL TRUSS BOT_ M CHORD
BRACING
12-0'°_
18 -0
20-0
6 X 10
s';X10 1V
40
40"
3 -0
3 -0
YES
-- NO
0.97
I M';
22'-0"
6" X 12" WIT X 6"
.
40"
3'-0"
_ _
NO
0.97
NOTES FOR TRUSS BOTTOM CHO) BRACING
N.T.S.
12-0"
2N -W'
6" X 12" W)2" X ell
40"
1 T-2" 1
No 1
1.03
Sl
GABLE END TRUSSi
. ,L Ar�•�`� ,.
"�d
NOTE:
1. THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH
2" X 6" LAMINATIONS.
S2
DOUBLE INTERIOR TRUSSE,
l�
2 BE TREAT)
, ,
2 X 4 X -BRACING @ 10 ❑.C.
F9'0F
POSTSENDWLL UPPTOT16'-0""LL
WALL6HE HEIGHT. ABOVE 16'TWALL HEIGHT,
T,
S3
ENDWALL POSTS SHALL BE 6" X 8" ROUGH CUT HEM -FIR #2 POSTS.
3. FOOTINGS FOR ENDWALL POSTS SHALL BE A MINIMUM OF 0"0 X
S4
2' X 4' BOTTOM CHORD BhCING @ 10'-0' O.C.
q 6.
3'-0" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT
OR, AS SPECIFIED BY TRUS MANUFACTURER
A
FOOTINGS SHALL BE 24"0 X 3'-4" DEEP.
SS
TOENAIL BRACES T❑ TRUSS WITH
18067 V
4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH
CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT
3 - lOd NAILS
ins Gti
sIONAL
CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING
DEPTH X 4".
EXPIRES 12 29 07
WAMBEKE
ENGINEERING
SLIDING DOOR
OPENING
TYPICAL SIDE ELEVATION
N.T.S.
NOTES FOR SIDE ELEVATION
Sl 2' X 8' HEADER
S2 2' X 10' HEADER FOR 10' & 12' SLIDING DOORS
2' X 8' HEADER FOR 8' & SMALLER SLIDING DOORS
2913 E. 61st Court
Daniel WaPlbeke, P. E. Spokane, WA 99223
FeleDhonei 509-443-6186 Fax, 509-448-6562 a -rail dwambeke(Rmsn.com_
LAYOUT, STRUCTURAL DETAILS AND SPECIFICATIONS
POST FRAME BUILDINGS
Z. R. ENTERPRISES
P. 0. BOX 591
NINE MILE FALLS WASHINGTON 9902
BY DATE DRAWING NO.,
DRAWN WAMBEKE 4-08-06 Z.R..I8C.2003-06
CHECKED
BY DATE ISCRIPTI❑N OF CHANGE PROJECT NO. 2006 SCALE- N.T.S. SHEET- I OF I
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
REVIEWED Foto CODE COMPLIANCE
8POKANdy VALLEY OLD' G DIVISION
' ._I O)0