2006, 07-18 Permit App: 06002702 Garage, Egress WindowProject Number: 06002702 Inv: I Application Date: 7/18/2006 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Proiect Information:
Permit Use: 14 x 35 SINGLE CAR GARAGE, INSTALL 3 X 5 Contact: LANE, SCOTT
EGRESS WINDOW Address: 13503 E 26TH AVE
C - S - Z: SPOKANE VALLEY, WA 99206
Setbacks: Front Left: Right: Rear: Phone: (509) 924-3098
Group Name:
Site Information: Project Name:
Plat Key: 001705 Name: MOUNTAIN WEW 04TH ADD District: F
Parcel Number: 45274.0212 Block: Lot:
SiteAddress: 13503 E 26TH AVE Owner: Name: LANE SCOTT
Location:: CSV
Zoning: SFR
Water District:
Area: .00 Acres Width: 0
Nbr of Bldgs: 1 Nbr of Dwellings: 1
Address: 13503 E 26TH AVE
SPOKANE VALLEY, WA 99206
Hold: ❑
Depth: 0 Right Of Way (ft): 0
Review Information:
Review
Building Plan Review
Released By:
Originally Released: 7/18/2006 By: TMELBOU
Driveway/Approach Releasedy,
Originally Released: 7/18/2006 By: amblake
Landuse/Zoning/HE Conditions Released $y: `
Originally Released: 7/14/2006 By: Cdesimas
Sewer Review Released By,
per utilities
Originally Released: 7/14/2006 By: amblake
Operator: AMB Printed By: AMB Print Date: 7/18/2006
Project Number: 06002702 Inv: 1 Application Date: 7/18/2006 Page 2 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
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
GAR WOOD U-1 VB GARAGE/E 0 $12,000.00 0 $12,000.00
GRESS
WINDOW
Item Description
RESIDENTIAL PERMIT FEE
WSBC SURCHARGE
SF PLNS RVW < 7999 SQ FT
Totals:
0 $12,000.00
Units
Unit Desc
1
SELECT
1
SELECT
1
SELECT
0 $12,000.00
Fee Amount
$209.25
$4.50
$83.70
Permit Total Fees: $297.45
Notes: ��a n _ u rc u,_ .11',� .�..
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.
Payment Summary:3�__.
Permit Tyne Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $297.45 $297.45 $0.00 $297.45
$297.45 $297.45 $0.00 $297.45
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: 7/18/2006
Project Number: 06002702 Inv: 1 Application Date: 7/13/2006 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Proiect Information:
"fir.- -LTO-�.:.," .,.:.: ^"' hnw�r..;: . ,", .• n�uo�c,.:�;:s ^«. .,.. �„ti -''� -�*�: a.�:,n . �..,
Permit Use: 14 x 35 SINGLE CAR GARAGE, INSTALL 3 X 5 Contact: LANE, SCOTT
EGRESS WINDOW Address: 13503 E 26TH AVE
C - S - Z: SPOKANE VALLEY, WA 99206
Setbacks: Front Left: Right: Rear: Phone: (509) 924-3098
Group Name:
Site Information:
Project Name:
Plat Key: 001705 Name: MOUNTAIN VIEW 04TH ADD District: F
Parcel Number: 45274.0212 Block: Lot: ( 2
SiteAddress: 13503 E 26TH AVE Owner: Name: LANE, SCOTT
Address: 13503 E 26TH AVE
Location:: CSV SPOKANE VALLEY, WA 99206
Zoning: SFR u'e- -7. d
Water District: ✓� /•4s li•� !�%-���•ir1'e Hold: ❑
Area: .00 Ac es 6 Width: 0 Depth: 0 Right Of Way (ft): 0
Nbr of Bldgs: 1 Nbr of Dwellings: 1
Review Information:.....
Permits:
Contractor: OWNER
_ Building Permit - —
Firm: OWNER
Phone: (000) 000-0000
Operator: AMB Printed By: AMB Print Date: 7/13/2006
GTr� Perm1, it Center \ (�„ c; F
Vane 11707 E Sprague Ave, Suite! �r� ��_
Valley Spokane Valley, WA 9920
111 y (509)688-0036 FAX: (509) 8- 037 JUL 1 3 20
Community Development t���;.s ok_anevalle .or�.co�_ L 6 j
Residential Construction ❑ �e4 onstruction
Permit Application
„<Addition/Remodel
PERMIT NUMBER:
PERMIT FEE:
2 G ❑ Other:
SITE ADDRESS _ I J�)O7j WL�p �K (_ VA
ASSESSORS PARCEL NO: —U l ai LEGAL DESCRIPTION:
Building owner
Name: S
Address: ?j 50 L E
City: SPOE Zip: q q2?l
Phone: 2 Fax: 50q 97
5G9 0198 t
Contact, Person:
Name:
Phone:
Describe the scope of work in detail:
W A 14'Y --�5' �S I mr.1
❑ Accessory Bldg
❑ Deck
Contractor_
Name:
Address:
City: Zip:
Phone: Fax:
Lic No: Exp. Date:
City Business Lic No:
Cost of Project:
$ ; a 1 000, -�
Si DIE 0 poiE
fl WMIALL W S' -MU X IS' Im DE 0 c,Rm MOW W MALL Geer
**************The following MUST be complete: (write N/A if nota licable)**********************
HEIGHT TO PEAK:
DIMENSIONS:
# OF STORIES:
TOTAL HABITABLE SPACE:
MAIN FLOOR TO SQ.
FTG:
2 Nu FLOOR SQ. FTG:
UNFIN BASEMENT SQ. FTG:
IMPERVIOUS SURFACE
AREA:
FINISHED BASEMENT
SQ. FTG:
GARAGE aQ. FTG:
IL
DECK/COV. PATIO SQ. FTG:
30% SLOPES ON
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 gropecaner or has permission to represent the property owner in this transaction. 4) All construction is to be done
in full compliance with h City of Spokane Valley Development Code. Referenced codes are available for review at the City of
Spokane Valley Perm t enter. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal, state or
local laws, codes or o inane S.
6) Plans or additional information may be required to be submitted, and subsequently approved before
this application can b d. 2
Signature Date ` J
Method of Pay ent. (Faxed permit applications will only be accepted with major bankcard)
❑ Cash ❑ Check ❑ Mastercard ❑ VISA
❑ Other
Bankcard #: Expires: VIN#:
Authorized Signature:
REVISED &25/200S
3 Valley
11707 E Sprague Ave Suite 106 ♦ Spokane Valtey WA 99206
509.921.1000 ♦ Fax: 509.921.1008 ♦ cityhatt@spokanevattey.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
CONCRETE PATIO
$6rl" '
----------
�'--------
Os a PM MM"
41 Pod
'
EXMITiM6NORM
i
CIRCULAR
DRIVEYVAY
w
i
wvdw
Mdo
EMERGENCY EGIIESS REOUIREMENTS
FROM SLEEPM & ROOMS —
1) NET CLEAR OPENING: 5.7 S^.' c c ; T
GRADE FLOOR OPENING 4 M "*) 5^' ;;ET
2) NET CLEAR OPENING NOW 21
3) NET CLEAR OPENWe W101N
5) tNtWitWTtbUFA'x as "CJl ut.. r . uuvu JnnLL UL
OPERATIONAL FROM TWIN' if Tii ROOM WITHOUT
THE USE OF KEYS OR TOC!
Scott Lane / Karen Benson 13503 E. 26th
Spokane Valley, WA 99216 (509) 218-2540
s0" Wide � I
7Z" Long
Window Weli ClearArea is
72" Long X 42" Wide 43' eep
Window Well
WINDOW WELL:
Min. 9 sq. ft. horizontal area.
Min. 3 ft. horizontal projection and width.
Max. 44 in. vertical depth without a ladder
Z x ( oR. Z°
PC
SIDE VIEW
E- Vinyl Basement Sliding Egress
M Window 5' Wide X 3 ' Tall
mounted 36" above floor
!V
we
TOP VIEW
City of
SPOKANE VALLEY BUILDING DEPARTMENT
11707 E. Sprague Avenue #106, Spokane Valley, Washington 99206 -Tel 509-688-0036 -Fax 509-688-0037
Following is a typical cross-section for a residential garage. It may not represent the proposed project If you are using this detall
as a portion of your pian submittal, please complete the requested information in the boxes provided on both sides of this sheet
This completed sheet, along with any additional information needs to be submitted with your aplfication and be on site at the time
of inspection.
PROTECTION AND OPENINGS BETWEEN
NOTE:
DWELLINGS AND PRIVATE GARAGES SHALL HAVE:
Diagonal wall bracing required on
each comer and every 25 feet of wall.
1) MATERIALS APPROVED FOR ONE HOUR FIRE
Walls within 3 feet of a property fine or
RESISTIVE CONSTRUCTION ON THE GARAGE SIDE:
within 6 feet of a dwelling must be 1 hour
• 518' TYPE W GYP BOARD (HABITABLE SPACE ABOVE)
rated. (518' type 7C gypsum sheathing
• 112' GYP BOARD (RESIDENCEIATTIC, FLOOR/CEILING)
on both sides of wall). Openings are not
2) OPENINGS BETWEEN GARAGE AND RESIDENCE
permitted in these walls. Garages over
SHALL BE EQUIPPED WITH SOLID WOOD DOOR, SOLID OR 3,000 s . R r�u,v,,��ej ro on when
HONEYCOMB CORE STEEL DOORS NTTWgSMMI�f(r,
' ? (}T !' P �l�� 2tl'fiii� roperty one.
OR 20 MINUTE FIRE RATED DOORS.
Parapets may be required.
!8Q
* OOOE - 8JJAW 0017Atl"W1
ALTERNATE FOUNDATION FOR
ACCESSORY BUILDINGS FROM
400 SQ. FT. TO 3000 SQ. FT.
SECTION A -A
ENGINEERED TRUS
ACING
X —@-2f O.C.
hurl tt: rGPeiit 3
aut
DOUBLE TOP PLATE
WALL HEIGHT_LQ
PRESSURE TREATED
SOLE PLATE
s ,4 • . 'N. • �.; t
-f
,RAY3-1/2'
CONCRETE SLAB
6" MIN.
6' MIN. tf
24"MIN.
ANQUOR BOLTS
24" MIN. 6" MIN. ;
112"�PMIN.
•
1 . •..
(7" INTO CONCRETE)
i ' '
6'0. C. OR APPROVED
`--12'--
(2) 14 RE (3AR
6"x12'
ANCHOR INSTALLED
FOOTING
PER MANUFACTURER.
FOUNDATION PLAN
PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON THE DRAWING BELOW.
BUILDING DIMENSIONS: .32
GARAGE OPENING AND HEADER SIZE: CJ Z Soo /p c o.
INDICATE THE LOCATION AND SIZE OF ALL WINDOWS AND DOORS ON THE PLAN.
WIDTH
RIDGE E L INE:
I____________
I CONCRETE TO C6 PLY TO IR TABLE 404.1.1(1) I
E I FOUNDATION WALLS - $000 # PSI
I I SLABS, GARAGES, CARP04TS
I & PORCHES - 3500 #f SI
I I ALL FOOTINGS MUST BE CONT NUOUS
� I �
I Blocking required. at mid
I I height in unfinished
bearing walls
J
I1
I I GAINIAN
pyKOWM
o TT y
�M6 tic THE GARAGE 10E FIRE NESISTIK I
I I o ire " BOARD tHW*&E SWE A80je ft I
(RESIDENCE/ATTIC, ft0WiCE1UN%
I I !-7
`OOR,S0 WT SS °THAN 1M— - N CORE I
I F RATED -----— --------1
E
I
l
I
I
I
..I
Please note that while every effort is made to assure the accuracy of the information contained in this brochure is
not warranted for accuracy. This document is not intended to address all aspects or regulatory requirements for a
project and should serve as a starting point for your investigation. For detailed information on a particular project,
permit, or code requirement refer directly to applicable file and/or code/regulatory documents or contact the
appropriate division.
Min. 4 ft Brace Wall Panel per R602.10.3 & R602.10.4
Min. 2 ft 8 in. Alternate Brace Wall Panel per R602.10.6
Min. 16, 18 or 20 in. APA Portal Frame Bracing
Engineered Shear Wall Bracing
A
''
i
1
�
}
I1
I I GAINIAN
pyKOWM
o TT y
�M6 tic THE GARAGE 10E FIRE NESISTIK I
I I o ire " BOARD tHW*&E SWE A80je ft I
(RESIDENCE/ATTIC, ft0WiCE1UN%
I I !-7
`OOR,S0 WT SS °THAN 1M— - N CORE I
I F RATED -----— --------1
E
I
l
I
I
I
..I
Please note that while every effort is made to assure the accuracy of the information contained in this brochure is
not warranted for accuracy. This document is not intended to address all aspects or regulatory requirements for a
project and should serve as a starting point for your investigation. For detailed information on a particular project,
permit, or code requirement refer directly to applicable file and/or code/regulatory documents or contact the
appropriate division.
Min. 4 ft Brace Wall Panel per R602.10.3 & R602.10.4
Min. 2 ft 8 in. Alternate Brace Wall Panel per R602.10.6
Min. 16, 18 or 20 in. APA Portal Frame Bracing
Engineered Shear Wall Bracing
A
Sours F►a�c- caAnj�c- DMI"
V
ID'
1,4) 2A ..
94 4141` 414
tJ,fa O f„q_Gcnl(i
+i.,ten, per R602.10.3 & R602.10.4
Min. 2 ft 8 in. Alternate Brace Wall Panel per R602.10.6
Min. 16, 18 or 20 in. APA Portal Frame Bracing
Engineered Shear Wall Bracing
N004 F-,-f}G(NG (VALK ttJ p002
3q-' r'
S�
SiEN WAU-
lo'
�z
�q 11 F-oo G -S
out
F Valley Best Way
R 118 S Union
0 Spokane WA, 99214
M (509)928-0550
FAX (509)928-0659
******************************
*** QUO TAT I ON ***
7/13/2006 4:35:17 PM PAGE: 1 OF 1
QUOTATION NO: 892106
TERMS: PRICES GOOD FOR 30 DAYS
REPRESENTATIVE: CLARKE
SPECIFICATIONS
DESIGN LOADING: 30-7-0-10
STRESS INC:15% SPACING 210C
****************************** LUMBER:
/ PLATES:
SCOTT LAEN JOB SITE & OTHER INFORMATION
T LOT/ADDRESS:
O ,
[31SO3 -r9
--------------------------------------------7--�--
--
MARK QUAN TRUSS TYPE PITCH/ SPAN OVERHANGS SIZE UNIT EXTENSIONS
TITY HEIGHT FT -IN -16 IN -16 IN -16 TC BC PRICES
R1 7 TRIANGLE 50000 34-05-00 24-00/24-00 4/ 4 90.62 634.34
R2 1 TRIANGLE 3.26 34-05-00 24-00/24-00 4/ 4 98.37 98.37
------------------------------------------------------------------------------
NOTES SUBTOTAL: 732.71
EXTRA CHARGE:
SITE MUST BE ACCESSIBLE TO OUR TRUCKS
I HAVE CHECKED AND VERIFIED ALL
DIMENSIONS ETC. ON MY TRUSS ORDER
X
PLEASE SIGN AND FAX BACK
HANGERS NOT INCLUDED IN BID
PRICE. DOES NOT INCLUDE ANY BLOCKING
BRACING OR STICK FRAMING. WE ARE NOT
RESPONSIBLE FOR ANY BRACING OR BRIDGING.
NO PLATELINE DELIVERY FOR 60 FOOT PLUS
TRUSSES. THIS IS A GROUND DROP DELIVERY
SALES TAX:
GRAND TOTAL:
THIS IS YOUR COST
V
Zo u
-OIL -OIL
0.00
$ 732.71
PURCHASE ORDER #:
DATE OF ORDER:
DESIRED DELIVERY DATE:
CUSTOMER INSTRUCTION$=—,
RFU: 07/12/2006/REF1 (
JUL 14 2006
W's EnWeefim. InciOnWo Rimm 014iSifi.mm Va Li io n nay Pr.e4w. — rti....., omorvino ..ee..n ......_ - - . I I ` i �- — � � H
• - Job
mark
Quan
Type
Span
P1 -H1
Left ON
Right
08
EngineerMg .
92106
R1
7
TR 340500
0.19
50000
2-
0- 0
2- 0-
0
1
LAEN TB
0.35
3071 C
0.06
0.29
B -I
0.35
3071 C
0.06
0.29
I -S2
DG 17-11-1
4330 C
0.13
0.29
5x5=
0.47
4385 C
0.19
0.28
DG 17-11-1
UK 3 14
8
EO 3-14
SH 4
T
3.261 F- 3x9;
3H TCU
TCU
3xS=
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4x7=
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D
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3x5=
4x6=
4x7=
4x6=
3x5=
N:S06
lr: SOB
8:1779
R:1779
U: 386
U. 386
EP 6-4-13
11-9-10
17-2-8
22-7-6
28-0-3
34-5-0
TC 2-0-0 6-4-13 1
5-4-13
1 5-4-14
5-4-14
5-4-13
6-4-13
2-0-0
aci
-
9-13
-1-
-1-
RP
-
91-3
17-2-8
25-3-13
34-5-0
34-5-0
ALL PLATES MAE
LOCR20
Scale: 0.178' _ I
Robbins Engineering, Inc./Online Plus" "PROX. TRUSS WEIGHT: 198.8 LEE
J -C 0.58 4853 C 0.24 0.34 NOTES AND SYMBOLS SHEET FOR
--------Bottom Chorda--------- ADDITIONAL SPECIFICATIONS.
Online Plus -- Version 19.0.032 A -F 0.79 4685 T 0.58 0.21
RUN DATE: 13-JUL-06 F -S3 0.61 3842 T 0.48 0.13 NOTESs
S3 -E 0.66 3842 T 0.48 0.18 Trusses Manufactured by:
CSI -Six*- ----Lumber---- E -S4 0.66 3842 T 0.48 0.18 Valley Beat Way
TC 0.58 2x 4 1B S4 -D 0.61 3842 T 0.48 0.13 Analysis Conforms To:
BC 0.79 2x 4 IB D -C 0.79 4685 T 0.58 0.21 ANSI/TPI 95 & 02
WB 0.61 2x 4 DFL -STUD -------------Nebo------------- OH Loading
G -F 0.13 550 C Soffit pat 2.0
Brace truss as followas F -H 0.19 578 T Wind Loads - ANSI / ASCE 7-98
O.C. From To H -E 0.61 1028 C Truss is designed as a Main
TC Cont. 0- 0- 0 34- 5- 0 8 -B 0.40 1224 T Wind -Force Resistance System.
BC Cont. 0- 0- 0 34- 5- 0 E -I 0.61 1028 C Wind Speed: 90 mph
I -D 0.19 578 T Mean Roof Height: 25-0
Loading Live Dead (yet)
TC 30.0 7.0
BC 0.0 10.0
Total 30.0 17.0 47.0
Spacing 24.00
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb.1.15 Fc=1.10 Fte1.10
BC Fb=1.10 Fc•1.10 Ft.1.10
Plus 4 Wind Load Case(s)
Jt React Uplft Size Req'd
Lbs Lbs In-Sx In-Sx
A 1780 387 5- 8 1-14
HS - 83
C 1780 387 5- 8 1-14
Fix - -82
Membr
CSI
P Lbs
Axl-CSS-Bnd
----------Top Chords ----------
A -G
0.58
4853 C
0.24
0.34
G -S1
0.47
4385 C
0.19
0.28
S1 -H
0.42
4330 C
0.13
0.29
H -B
0.35
3071 C
0.06
0.29
B -I
0.35
3071 C
0.06
0.29
I -S2
0.42
4330 C
0.13
0.29
S2 -J
0.47
4385 C
0.19
0.28
D -J 0.13 550 C Exposure Category: C
Occupancy Factor s 1.00
TL Defl -0.83" in S3-8 L/487 Building Type: Enclosed
LL Deft -0.50" in S3 -E L/798 Zone location: Exterior
Shear // Drain in S1 -H 0.27 TC Dead Load s 4.2 pat
BC Dead Load : 6.0 pat
Plates for each ply each face.
**SSS REVERSE SIDS OF THIS **
**PAGE FOR IMPORTANT NOTES **
Plate - LOCK 20 Ga, Gross Area
Plate - RHS 20 Ga, Gross Area
Jt Type Pit Size S Y JSI
A LOCK 4.Ox 7.0 Ctr 0.1 0.98
G LOCK 2.Ox 3.0 Ctr Ctr 0.44
S1 LOCK 3.Ox 9.0 Ctr Ctr 0.91
N LOCK 3.Ox 5.0 Ctr Ctr 0.55
B LOCK 5.Ox 5.0 Ctr Ctr 0.72
I LOCK 3.Ox 5.0 Ctr Ctr 0.55
S2 LOCK 3.Ox 9.0 Ctr Ctr 0.91
J LOCK 2.Ox 3.0 Ctr Ctr 0.44
C LOCK 4.Ox 7.0 Ctr 0.1 0.98
F LOCK 3.Ox 5.0 Ctr Ctr 0.50
S3 LOCK 4.Ox 6.0 Ctr 0.2 0.96
8 LOCK 4.Ox 7.0 Ctr Ctr 0.55
S4 LOCK 4.Ox 6.0 Ctr 0.2 0.96
D LOCK 3.Ox 5.0 Ctr Ctr 0.50
REFER TO ROBBINS ENG. GENERAL
Max comp. force 4853 Lbs
Quality Control Factor 1.25
Job Nark
892106 R2
T
4-8-6
T
DG 17-10-1
BO 4
BE -3-6
Quan Type Span P1 -H1 Left OR Right ORI Engineerfng ,I -
1 TR 340500 3.26 0 0
SPL
CC
2x311
2x3i1_ L
4x511 SPL
2x311 BTW 2x311 3xCs_
N Q 2�j�2;3
DD
11
2x311
7 g
DG 17-10-1
NO 4
HE -3-6
L -y
EP
o v 'L
ac w- 7 0 P R T V E L BB a" a.ra
2x311 2x311 2x31 I 2x311 2x311 2x31 I 2x311 2x311 2x311 2x311 2x31 I 2x311 2x311
S1 82
3x6= 3x6-
34-5-0
ALL PLATES ARB LOCK20
Robbins Engineering,
Ina./Online Plus" APPROX
A -EE
-20.8N 4.2
. 148 C
O -N .
EE -S
-20.8N 4.2
- 133 C
Online Plus -- Version 19.0.032
B -FF
-11.8N 4.2
- 148 C
RUN DATE: 7-13-06
PF -C
-11.8N 4.2
. 174 C
8-Y -
SUPPORT CRITERIA
BB -AA- 362 C
C8I SIZE LUMBER 1.15F8
CONTINUOUS BBTWZSM JNTS A
i C
TOP 0.26 2X 4 1B/18715 2070
BTN 0.16 2X 4 1S/18F15 2070
LOAD
CASE #4 MIND // RIDGE R
MBS 0.07 2X 4 DPL -STUD 885
LUMBER STRESS INCREASE: 33.3%
REPETITIVE M30MM INCREASES:
PLATE STRESS INCREASE: 33.3%
PB 15.04 FT 0.0% FC 0.0%
LOADING LIVE DEAD (PSP)
TOP CHD 30.0 4.2
LATERAL BRACING-
BTM CBD 0.0 6.0
TOP CBORD - OOMNTINUOUS
TOTAL
30.0 10.2 40.2
BTM C80RD - CONTINUOUS
EXCEPTIONS:
TRUSS SPACING - 24.0 IN.
A -EB
-11.8N 4.2
RE -B
-11.8N 4.2
STANDARD LOADING
B -PF
-20.8N 4.2
LUMBER STRESS INCREASE: 15.0%
PF -C
-20.SN 4.2
PLATR STRESS INCREASR: 15.0%
SUPPORT CRITERIA
LOADING LIVE DEAD (PSP)
CONTINUOUS BETWEEN JNTS A
F C
TOP CED 30.0 7.0
BTM CBD 0.0 10.0
Lim RIGHT
TOTAL 30.0 17.0 47.0
GIRD
OIN - 48X OIN -
48X
SUPPORT CRITERIA
CONTINUOUS BETWBENi JUTS A i C
MEMBR
CSI MRS) ]81ST M82HD
TOP CHORDS
LOAD CASE #1 MIND FROM LEFT
A -D
0.26 74 C -550
895
LUMBER STRESS INCREASE: 33.3%
D -F
0.26 61 T -415
-19
PLATE STRESS INCREASE: 33.3%
F -E
0.06 69 T 19
88
LOADING LIVE DEAD (p8F)
H -CC
0.05 81 T -88
35
TOP CUD 30.0 4.2
CC -J
0.04 84 T -35
62
8TN CHD 0.0 6.0
J -BE
0.04 95 T -62
-24
TOTAL 30.0 10.2 40.2
RE -L
0.04 98 T 24
71
ExCRPT OWS3
L -N
0.04 110 T -71
53
A -EE -20.8N 4.2
M-8
0.04 122 T -53
69
RB -B -13.6N 4.2
B -Q
0.04 119 T -55
143
B -FF -13.6N 4.2
Q -S
0.04 96 T -71
105
PF -C -13.6N 4.2
S -FP
0.04 80 T -105
-54
SUPPORT CRITERIA
FF -U
0.04 78 T 54
131
CONTINUOUS BETWEEN JNTS A 4 C
U -DD
0.04 57 T -131
76
DD -N
0.05 54 T -76
190
LOAD CASE #2 WIND FROM RIGHT
W -Y
0.06 31 T -88
-19
LUMBER STRESS INCREASE= 33.3%
Y -AA
0.26 26 C -302 -1881
PLATE STRESS INCREASE: 33.3%
AA -C
0.26 37 C -895
549
LOADING LIVE DEAD (p8F)
BOA CHORDS
TOP CRD 30.0 4.2
A -B
0.16 59 T 254
95
BTK CBD 0.0 6.0
E-0
0.06 S9 T -95
-25
TOTAL 30.0 10.2 40.2
G -I
0.02 59 T 2S
7
ERCSPTIOQNS:
I -K
0.01 59 T -7
-2
A -BB -13.6N 4.2
I-81
0.01 59 T 2
0
EE -B -13.6N 4.2
91-M
0.01 59 T 0
0
S -PF -13.6N 4.2
N -O
0.01 59 T 0
0
FF -C -20.8N 4.2
O -P
0.01 59 T 0
0
SUPPORT CRITERIA
P -R
0.01 59 T 0
0
CONTINUOUS BETWEEN JNTS A a C
R -T
0.01 59 T 0
0
T-82
0.01 59 T 0
1
LOAD CASE #3 WIND // RIDGE L
82-V
0.01 59 T -1
-5
LUMBER STRESS INCRRASE: 33.3%
V -X
0.01 59 T 5
15
PLATE STRESS INCREASE: 33.3%
I -Z
0.02 59 T -15
-5S
LOADING LIVE DEAD (PSF)
8-BB0.06
59 T 55
206
TOP CHD 30.0 4.2
BB -C
0.16 59 T -206
-549
BTN CHD 0.0 6.0
"MIS
TOTAL 30.0 10.2 40.2
B -D -
362 C G -F -
45 C
EXCEPTIONS:
I -H -
174 C K -J . 143 C
Robbins FJ O_ mr.. Kwism Phm - a 100#- nnA %i -k n 40 n n77 C....I......J..-
Scale: 0.178' = 1'
TRUSS WEIGHT:
203.0 LBS
M -L
. 148 C
O -N .
156 C
P -B
- 133 C
R -Q .
156 C
T -S
- 148 C
V -U .
143 C
X -M
. 174 C
8-Y -
45 C
BB -AA- 362 C
DL+LL DEFL . 0.060 331 AA -C
LL DRFL c SRG-SPAN/240
SPAN/DEFL (DL+LL) - 999
ROPER TO ROBBINS ERG. GENERAL
NOTES AND SYMBOLS SEOET FOR
ADDITIONAL SPRCIFICATIONS.
NOTES:
1. TRUSSES MANUFACTURED BY -
Valley best May
2. ANALYSIS CONFORMS TO
TPI (ANSI/TPI 1-1995).
3. EMPIRICAL ANALOG IS USED.
4. MIND LOADS - AMSI/ASCE 7-98
TRUSS IS DBSIGMSD AS A
MAIN WIMD-FORCE BES SYSTEM
FOR SETERIOR ZOMR LOCATION
MIND SPEED - 90 MPR
MEAN ROOF HOIGFPf - 25'
EXPOSURE CATEGORY - C
OCCUPANCY FACTOR - 1.00
ENCLOSED BUILDING.
TC DEAD LORD - 4.2 Pap
SC DEAD LOAD . 6.0 PSF
S. FASTEN TRUSS TO SRO A
FOR 58 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF MALL OR BRG.
6. FASTEN TRUSS TO BRG C
FOR 62 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MMOVSKEPT OF WALL OR ERG.
7. FASTEN TRUSS TO BIG E
FOR 194 Las OF UPLIFT,
WHILE PERMITTING NO UPWARD
1MbVBMENT OF WALL OR ERG.
S. FASTEN TRUSS TO =0 I
FOR 88 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF MAA OR BRG.
9. FASTEN TRUSS TO BRO X
FOR 68 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR SRO.
10. FASTEN TRUSS TO SRO M
FOR 72 LBS OF UPLIFT,
NEVA PRRJC=XMMG NO UPWARD
MOVEMENT OF WALL OR SRO.
il. FASTEN TRUSS TO SRO 0
FOR 75 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEIxIT OF WALL OR BRG.
12. FASTEN TRUSS TO BIG R
FOR 74 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MMOVO»IT OF WALL OR BRG.
- f - ob
I .92J106
Milk
Quan
Type
Span
P1 -H1
Left O8
Right OH
Engineering
R2
1
TR
340500
3.26
0
0
Cont
13. FASTEN TRUSS TO SRO T
FOR 73 LES OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVBMRVT OF WALL OR SRO.
14. FASTEN TRUSS To SRO V
FOR 68 LSS OF UPLIFT,
WHILE PERMITTING NO UPWARD
NOVENGINT OF WALL OR SIG.
15. FASTER TRUSS TO SRO X
FOR 88 LES OF UPLIFT,
WHILE PERMITTING NO UPWARD
NOVMGM OF WALL OR SRO.
16. FASTEN TRUSS TO SRO SS
FOR 195 LES OF UPLIFT,
WHILE PRRMITTINO NO UPWARD
MOVEMENT OF WALL OR BRO.
Robbins EnalneerkmL IncJOnlne Psis -0 1rxW.Nlria vo1ainn ion Axe e.,.,f.,,,,,.,,.., o...... +...,.n,...e ...,............ .. . _
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
REVIEWEDFC, 8 O COMPLIANCE
ONE
SPOKANE VALL ILDIN