2005, 08-05 Permit App: 05002760 AdditionProject Number: 05002760 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 08/05/2005 Page 1 of 3
Project Information:
Permit Use: 2 -STORY ADDITION TO PRIMARY RESIDENCE Contact: PAXSON, KEN
Address: 10802 E VALLEYWAY AVE
C - S - Z: SPOKANE VALLEY WA 99206
Setbacks: Front 59 Left: 42 Right: 18 Rear: 69 Phone: (509) 921-2109
Group Name:
Site Information: Project Name:
Plat Key: 001834 Name: OPPORTUNITY TR # 01-354
District: Nort
Parcel Number: 45163.0429 Block:
SiteAddress: 10802 E VALLEYWAY AVE
Location:: CSV
Zoning: UR -3.5
Water District:
Urban Residential 3.5
Lot:
Owner: Name: PAXSON, KEN
Address: 10802 E VALLEYWAY AVE
SPOKANE VALLEY WA 99206
Hold: ❑
Area: .,680.00 Acres Width: 80 Depth: 146 Right Of Way (ft): 40
Nbr of Bldgs: 2 Nbr of Dwellings: 1
Review Information:
Review
Site Plan Review
Released By:
Plan Review
Originally Released: 08/05/2005 By: mturbak
Released By:
Sewer Review
Originally Released: 07/27/2005 By: mturbak
Released By:
SEWER CONNECTION PERMIT #01004815
Originally Released: 08/05/2005 By: mturbak
Permits:
Operator: MT Printed By: MT Print Date: 08/05/2005
Project Number: 05002760 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 08/05/2005 Page 2 of 3
Contractor: OWNER
Group: R-3 Type: VB
Total Area 940
Building Height 24
Stories 2
Dwelling Units 1
Building Permit
Firm: OWNER
Phone: (000) 000-0000
Building Characteristics
This Application: Total Project:
Description Gtr Type Notes Sq Ft Valuation Sq Ft Valuation
RES ADD R-3 VB 2ND 580 $43,314.40 580 $43,314.40
FLOOR
ADDITION
RES ADD R-3 VB MAIN 360 $26,884.80 360 $26,884.80
FLOOR
FAMILY
ROOM
Item Description
RESIDENTIAL PERMIT FEE
STATE SURCHARGE
RESIDENTIAL PLAN REVIEW
Totals: 940 $70,199.20 940 $70,199.20
Units Unit Desc
1 SELECT
1 SELECT
1 SELECT
Permit Total Fees:
Mechanical Permit
Fee Amount
$790.75
$4.50
$316.30
$1,111.55
Contractor: OWNER Firm: OWNER
Phone: (000) 000-0000
Item Description Units Unit Desc Fee Amount
VENTILATING FANS 1 NUMBER OF $10.00
Permit Total Fees:
Plumbing Permit
$10.00
Contractor: OWNER Firm: OWNER
Phone: (000) 000-0000
Item Description Units Unit Desc Fee Amount
TOILETS/BIDETS 1 NUMBER OF $6.00
SINKS 1 NUMBER OF $6.00
TUBS 1 NUMBER OF $6.00
Permit Total Fees: $18.00
Operator: MT Printed By: MT Print Date: 08/05/2005
Project Number: 05002760
Notes:
Inv: 1
Application
Date: 08/05/2005
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Page 3 of 3
Payment Summary:
Permit Type Fee Amount Invoice Amount
Building Permit $1,111.55 $1,111.55
Mechanical Permit $10.00 $10.00
Plumbing Permit $18.00 $18.00
Amount Paid
$0.00
$0.00
$0.00
Amount Owing
$1,111.55
$10.00
$18.00
$1,139.55 $1,139.55 $0.00 $1,139.55
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: MT Printed By: MT
Print Date: 08/05/2005
Spokane
.000Ualley
BUILDING PERMIT APPLICATION WORKSHEET
City of Spoke e Valley Community Development Department
Building Division
95-71O(C7-1707 E. Sprague Avenue, Suite 106
lI Spokane Valley, WA 99206
Phone: (509) 688-0036; Fax: (509) 688-0037
REQUIRED SITE INFORMATION 7Ct) 0
-jt Street Address:
/,0&a E LII/e7
Assessor's Tax Parcel Number(s):
Legal Description: `
PERMIT DESCRIPTION: / jS/i T/D i'1
El Building Permit ❑ Change in Use ❑ Grading
0 Relocation
0 Manufactured Home
0 Tenant Improvement ❑ Fire Safety ❑ Other
OWNER/APPLICANT INFORMATION
Owner. Alen 'PG YSCY7
Phone: 9ai-aiogi Fax:
0 Applicant:
Phone:
Address: E->Dgade,,,//e ts.J6y Address:
IA) tr
City State Zip Code
Fax:
City
State Zip Code
Contractor: .5-67/c ❑ Architect:
Phone: Fax: Phone: Fax:
Address:
Address:
City
State
Trp Code City
WA State Contractor License #: Contact:
Spokane Valley Bus. Liscense #: Contact:
State Zip Code
PERMIT/BUILDING INFORMATION
HEIGHT TO PEAK: ,e.1 /
_3,DIMENSIONS:/
iX J I
# OF STORIES:
MAIN FLOOR TO SQ. FTG:
�"
2" FLOOR S.F
UNFIN BASEMENT SQ. FTG:
FINISHED BASEMENT SQ. FTG:
GARAGE SQ. FTG:
DECK/COV. PATIO SQ. FTG:
OCCUPANCY GROUP:
CONSTRUCTION TYPE:
HEAT SOURCE:
# OF BEDROOMS:
TOTAL HABITABLE SPACE:
IMPERVIOUS SURFACE AREA:
COST OF PROJECT:
30% SLOPES ON PROPERTY:
SEW OR ON-SITE SEPTIC
/ TEM?
MANUFACTURED HOME
Width: Length: Year. Pit Set:
Manufacturer:
RELOCATION
Previous Address:
Proposed Use:
FIRE SAFETY
Fire Sprinkler. # of Heads: Fire Alarm: Paint Booth:
Tent: Fireworks Display: Blasting: Date/Time:
Valuation: Above/Underground Storage Tank Size:
WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE
Plans Examiner. Phone: Fax:
Address:
City State Zip
Inspector. Phone: Fax:
Address:
City
State Zip
SPECIAL INSPECTIONS
❑ BOLTING 0 CONCRETE ❑ REINFORCEMENT ❑ WELDING
Firm Name: Phone: Fax:
Inspector(s):
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.
Ownership of resulting development rights granted by any issued permit inure to the property owner.
Print Name Signature
Method of Payment: (Faxed permit applications will only be accepted with majorbankcard)
❑ Cash ❑ Check ❑ MasterCard ❑ VISA ❑ Other
Bankcard #: Expires: VIN#:
Authorized Signature:
PLUMBING PERMIT APPLICATION
Phone:(509) 688-0036; FAX: (509) 688-0037
For Inspections, Call (509) 688-0054
Community Development Department
Building Division
11707 E. Sprague Avenue, Suite 106
Spokane Valley, WA 99206
Project Address: //)I E. (,aileyp7ay Permit Use:
Owner. 00 T -NCofl / Phone (Daytime Contact): S3' - ee- ?
Mailing Address: 40 id E. 11a //fyoda y 9, . tthel 99, (p
/ / City State Zip Code
License #: Phone #:
Contractor.
Mai ing Address:
City
State
Zip Code
BANKCARD NUMBER:
AUTHORIZED SIGNATURE:
DESCRIPTION OF WORK
R OF UNITS
X
COST .
=
TOTAL AMOUNT
1
TOILETS
WATER CLOSET, BIDETS
/
X
86.00
=
Lg - 00
2
URINALS
X
$6.03
=
3
`TUBS
J
X
MOD
=
/�
CD ' OO
4
SHOWERS (PER TRAP)
' BATH, STALL, ON-SITE BUILT
X
$6.00
=
5
SINKS
"
LAVS/BASINS, BAR. FLOOR, KITCHEN,
LAUNDRY, UTILITY, JANITOR PHOTO,
X-RAY, FOOD, PREP/CULINARY MEAT
J
`
X
86.00
=
/ _. co
lY
6
DISHWASHER
X
86.00
=
7
CLOTHES WASHER
X
86.00
=
8
GARBAGE DISPOSAL
X
*6.00
=
9
WATER SOFTENER
X
86.00
=
10
ELECTRIC HOT WATER TANK
NOTE IF GAS, SEE MECHANICAL
X
86.00
=
11
FLOOR DRAINS
AREA, CASE, COIL, TRENCH, CONDENSATE
X
$8.00
12
ROOF DRAINS/OVERFLOW
DRAINS
X
36.00
=
13
FOUNTAINS, DRINKING
X
S6.DD
=
14
WATER PIPING/DRAIN-IN WASTE,
VENT, PLUMBING, REVERSAL
NSTALLATION, ALTERATION, REPAIR
REVERSALS
X
36.00
=
15
SEWAGE EJECTOR
GRINDER, SUMP PUMP
X
36.00
=-
16
WATER USING DEVICE
ICE
ICE AN/OR COFFEE MAKER, HOSE BIB,
STEAMER
PROOFER, CARBONATOR, SWAMP COOLER
X
38.00
=
17
CROSS CONNECTION DEVICE
VACUUM BREAKER, CHECK VALVE,
AND RP.B.P.D. FOR VATS, TANKS, BOILERS
X
36.00
=
16
INTERCEPTORS
GREASE TRAP, SAND TRAP,
CHEMICAL HOLDING TANK
X
36.00
=
19
MEDICAL GAS (per outlet)
NITROUS, OXYGEN
X
36.00.
20
MISCELLANEOUS PLUMBING
FIXTURE
X
36.00
=
21
PRIVATE SEWAGE DISPOSAL/SYS
X
320.00
=
22
INDUSTRIAL WASTE
INTERCEPTOR
X
515.00
=
METHOD OF PAYMENT:
0 CASH 0 CHECK
DATE
SUBTOTAL
0 VISA 0 MASTERCARD
PROCESSING FEE
835.00
EXPIRES:
TOTAL PERMIT FEE DUE:
BANKCARD NUMBER:
AUTHORIZED SIGNATURE:
Sgane
Project Address:
Owner.
Mailing Address:
MECHANICAL PERMIT APPLICATION
Phone: (509) 688-0036; FAX: (509) 688-0037
For Inspections, Call (509) 688-0054
Community Development Department
Building Division
11707 E. Sprague Avenue, Suite 106
Spokane Valley, WA 99206
Permit Use:
Phone (Daytime Contact):
Contractor. License #:
Mailing Address:
City
State
Phone #:
Zip Code
Ci
State
Zio Code
AUTHORIZED SIGNATURE:
DESCRIPTION OF WORK
# OF UNITS
X
COST
=
TOTAL AMOUNT
1
FUEL BURNING APPLIANCE
Equal to or less than 100,000
X
512.00
=
2
FUEL BURNING APPLIANCE
More than 100,000
X
515.00
=
3
UNLISTED APPLIANCE (Additional Fee)
Equal to or less than 400,000
X
550.00
=
4
UNLISTED APPLIANCE {Additional Fee)
More than 400,000
X
5100.00
=
5
USED APPLIANCE (WSEC min. AFUE rating)
Equal to or less than 400,000
X
550.00
=
6
USED APPLIANCE (WSEC min. AFUE rating)
More than 400,000
X
5100.00
=
7
BOILER/REFRIGERATION
1 - 1 DDM BTU
X
$12.00
=
8
BOILER/REFRIGERATION
101 - 50DM BTU
X
520.00
=
9
BOILER/REFRIGERATION
501 - 1,00DM BTU
X
525.00
=
10
BOILER/REFRIGERATION
1,001 - 1,750M BTU
X
535.00
=
11
BOILER/REFRIGERATION
More than 1,750M BTU
X
$60.00
=
12
GAS LOG, GAS INSERT, GAS FIREPLACE
X
$10.00
=
13
RANGE
X
$10.00
=
14
DRYER
X
510.00
=
15
FUEL BURNING WATER HEATER
X
_ 510.00
=
16
MISC. FUEL BURNING APPLIANCE
X
$10.00
=
17
GAS PIPING (each outlet)
X
51.00
=
18
DUCT SYSTEMS
X
510.00
=
19
VENTILATING FANS
I
V
7r)
X
$10.00
=
20
AIR HANDLER (DOES NOT include ducting)
Equal to or less than 10,000 CFM
X
512.00
=
21
AIR HANDLER (DOES NOT include ducting)
Greater than 10,000 CFM
X
515.00
=
22
EVAPORATIVE COOLERS
X
510.00
=
23
TYPE I HOOD
X
550.00
=
24
TYPE II HOOD
X
$10.00
=
25
HEAT PUMP/AIR CONDITIONER
0-3 TON
X
$12.00
=
26
AIR CONDITIONER
3-15 TON
X
520.00
=
27
AIR CONDITIONER
15-30 TON
X
525.00
=
28
AIR CONDITIONER
30-50 TON
X
$35.00
=
29
AIR CONDITIONER
More than 5D TON
X
560.00
=
30
LPG STORAGE TANK
X
510.00
=
31
WOOD OR PELLET STOVE/INSERT
X
510.00
=
32
WOOD STOVE - FREE STANDING
X
525.00
=
33
REPAIR & ADDITIONS
X
515.00
=
34
VENTILATION SYSTEMS •
X
512.00
=
35
VENTILATION MECHANICAL EXHAUST
X
$12.00
=
36
INCINERATOR - RESIDENCE
X
$19.00
=
37
INCINERATOR - COMMERCIAL
X
522.00
=
METHOD OF PAYMENT:
D CASH 0 CHECK 0 VISA 0 MC
CARD #:
DATE:
SUBTOTAL
PROCESSING FEE
$35.DD
EXPIRES:
TOTAL PERMIT FEE DUE:
AUTHORIZED SIGNATURE:
')SnQj ts'"\h,s9 0} ‘`‘21-1-1 PP 1/24:4 d`0
O- Suo��
°)Ptbb kir 'ods
1oc'''kal1n '3 x'05301
ssaiPP9 4-n J+$
r,N -DA-3 4• oh\ N �° +,j'in 3 to +tog M
itEt SIS. o itu, vddO
Uo,�d.�aasaq pb1
101170 • %et 15 h ra� J•0&.,
NEw
NORM f4EVA-n )
E >;1,64436,..
r_
-'
1
SOU1-t* E ►4r
CAST ELLE QAT/aP
Con) CeE76 5LA
Cots t)
vF
s(p'
€0'(4;'1101,kik
LLE vo Alf ,A\)
N
Lo—r 1Lm') 2 '
V70S NtARTC 2
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
LANDING required on both sides of exit doors with min. size of
3 ft. measured in direction of travel by 3 ft. or width of door if
greater, and not lower than 1 'Y2 in. below threshold. Landing
required at other exterior doors is a minimum size of 3 ft travel
distance by width of door, and not lower than 7' M. below
threshold provided the door does not swing over the landing.
SAFETY GLAS.
1D��Cs ss
oovJ
Sect ;
c-4141/4al"
SbR®o_ �
•'"
,IG
\l/
STAIRWAYS: Minimum width 36 in. with min. tread
run of 10 in., max. rise of 7 3/4 in. & nosing of 3/4-1 1/4 in.
Enclosed usable space under stairways requires 1 hour
fire protection of in. GWB
EMERGENCY EGRESS REQUIREMENTS
FROM SLEEPING ROOMS
i CLU' (IPE KING 5.7 SQUARE FEET
��/.71,',h.--ETF,'
,',h. ,^�E �y '. ;)C)N (' 'ENING (MAX 44") 5 0 SQUARE FEET
` 2, NE CT*4Ai- . `�'F KING HEIGHT 24 INCHES \\l� 4 CIE Ai JPLNING WIDTH
MAX FINISFINISHED SILL HEIGHT 2O INCHES
44" ABOVE FLOOR
F MERGE NCV ESCAPE 8 RESCUE OPENING SHALL BE
,)PE RATIONAL FROM THE INSIDE OF THE ROOM WITHOUT
! if USE Of KEYS OR TOOLS
HANDRAILS: Height of 34 — 38 inches when required by four or
more risers shall be continuous the full length of stairs with the
ends returned or rounded. LANDINGS: Required min. width of 36
in. or width of stairway and 36 in. travel distance
ALARMS SHALL. BE
t a...M40
41A140 WIRED '_._
iteA47,4:_y44AT THE f�;,TIV*fl
441 ` a . ACTIVATE AL
F= P :(;AREAS AP --
OliZet i. VAULTS°
rJctfk .z •ft.
EXHA
l00 Cart KCTc-1441
50 Cf. !ti(+ 74&4oms
& launcai_y
1-0 0 `a
4= WHEN INTERIOR ALTERATKIN' REPAIRS OR ADDITIONS
REQUIRING A PERMIT OCCuli '‘I WHEN ONE OR MORE
SLEEPING ROOMS ARE AD01 CREATED IN EXISTING
DWELLINGS THE DWELLING: JN:' SHALL BE PROVIDED
WITH SMOKE ALARMS LOCAs ti? AS REQUIRED FOR NEW —.
FELLiELGSa—- t I
Ny
Egress windows openable
5.7 sq. ft. - 44" sill
4
43
r‘v 1c0
4 ;;E
n
Cb
Egress windows sable
5.7 sq. ft. - 44"
6 \ i
tranuroc+wirLi5se5 Ucv.-) 'Qoaf e.19
" UC % Te.17 Sor<gf,s
IS- 14"F4.f-E-
M 4N Yo $
as
14,7 Skt.4.1
1 /8" GAP
', BETWEEN SHEATHING
Attic Ventilation
1 Sq P t per every 300 Sq Ft ofspace
ventilated with at least 50% in the upper
portion of roof area.
Attic Accessible
by 22' x 30"
VV\ til t M e4 e%f A
MQ1 i t rr 3 So Pte. S'o!.`c:3
�QJ
t‘' ' 0 c_ mild tMt AL"PAT
1 )l to c 4,' re
Tic? A.)
5g`'‘- okib
ft
Sly A-4 'Vt
Varaof
F---- l 6
iiedp
\pa4 1
Sra"-j
Tie-in new foundation with existing.
Extend horizontal *4 bars 3 inches
into stemwall and 3 incher into tooting.
Pack with epoxy cement grout.
Radon Mitigation System Required
With 6 mil Vapor Barrier
r'
4.6
fKvs-OC,-
hi
a
M b" "Th-L---
Minimum
-L--
Minimum depth for frost protection in the City of
Spokane Valley is 24 inches measured from the bottom
of the footing to fmish grade. Grade slope away from
building a minimum 6 inches in first 10 feet.
1
PROVIDE SC/JD BLOCKING UNDER ALL COLUMNS
BEARING WALLS AND SHEAR WALLS.
PROVIDE DOUBLE JOINTS (MIN) UNDER ALL WALLS
PARALLEL TO SPAN U.N.O.
PROVIDE DOUBLE STUDS (MIN) TO FOUNDATION
UNDER AU. HIP AND GIRDER TRUSSES U.N.O.
PROVIDE SHEAR CONNECTION FROM INTERIOR
-EAR WALLS TO TRUSSES OR JOISTS ABOVE.
1 CONCRETE TO COMPLY TO IRC TABLE 404.1.1(1)
FOUNDATION VvALLS - 3000 PSI
SLABS, GARAGES, CARPORTS
& PORCHES - 3500 # PSI
ALL FOOTINGS MUST BE CONTINUOUS
•
•
•
dto
a
1
IS '
-4-
_
, BOiSE"
Single 11 7/8" BCI® 600-1.7
Job Name:
Address:
City, State, Zip: ,
Customer:
Code reports: ESR -1336
BC CALC® 2003 DESIGN REPORT - US
File Name: BC CALC Project : J01
Description:
Specifier:
Designer:
Company:
Misc:
Monday, July 25, 2005 13:08
Standard Load - 40 psf 1 10 psf OC Spacing 16"
1
BO, 1-3/4"
533 lbs LL
133 lbs DL
Total Horizontal Length - 20-00-00
BI, 1-3/4"
533 lbs LL
133 lbs DL
General Data
Version: US Imperial
Member Type: Joist
Number of Spans: 1
Left Cantilever: No
Right Cantilever: No
Slope: 0/12
OC Spacing: 16"
Repetitive: Yes
Construction Type: Glued
Live Load:
Dead Load:
Partition Load'
Duration:
40 psf •
10 psf
0 psf
100
Disclosure
The completeness and accuracy of
the input must be verified by anyone
who would rely on the output as
evidence of suitability for a
particular application. The output
above is based upon building
code -accepted design properties
and analysis methods. Installation
of BOISE engineered wood
products must be in accordance
with the current Installation Guide
and the applicable building codes.
To obtain an Installation Guide or if
you have any questions, please call
(800)232-0788 before beginning
product installation.
BC CALC®, BC FRAMER®, BCI®,
BC RIM BOARD"", BC OSB RIM
BOARDT", BOISE GLULAMT"",
VERSA-LAMEVERSA-RIM®,
VERSA -RIM PLUS®,
VERSA -STRAND°,
VERSA -STUD®, ALLJOIST® and
AJS"" are trademarks of
Boise Cascade Corporation.
Page 1 of 1
Load Summary
ID Description Load Type
S Standard Load Unf. Area
Controls Summary
Control Type Value
Moment 3333 ft -lbs
Neg. Moment 0 ft -lbs
End Reaction 667 lbs
Total Load Defl. L/384 (0.625")
Live Load Defl. U480 (0.5")
Max Defl. 0.625"
Span / Depth 20.2
Ref.
Left
Start End Type
00-00-00 20-00-00 Live
Dead
% Allowable
78.6%
n/a
56.7%
62.5%
99.9%
62.5%
n/a
Duration
100%
100%
100%
Value OCS Dur.
40 psf 16" 100%
10 psf 16" 90%
Load Case
2 1 - Internal
Span Location
2 1 - Left
2 1
2 1
2 1
1
Notes
Design meets Code minimum (L/240) Total load deflection criteria.
Design meets User specified (U480) Live load deflection criteria.
Design meets arbitrary (1") Maximum load deflection criteria.
Minimum bearing length for BO is 1-3/4".
Minimum bearing length for B1 is 1-3/4".
Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing
Job
050914
Truss
A
Truss Type • ;
FINK
CV
16
Ply
1
ADDITION
Job Reference (optional)
Lumbermen's Building Centers Spokane, WA 99206-4220 6.200 s Feb 11 2005 MiTek Industries, Inc Mon Jul 25 13:16:01 2005 Page 1
-2-0-0 5-4-14 10-0-0 14-7-2 20-0-0 22-0-0
� �
2-0-0 5-4-14 4-7-2
4x/1
aa=
4-7-2 5-4-14
2-0-0
�
2, I
00r-
_io '^> aa= as= a• -
6-11-4 13-0-12 20-0-0
6-11-4 6-1-8 6-11-4
Plate Offsets (X Y): [2:0-3-14,0-1-8],16:03-14 0-1-81
LOADING(psf)
TCLL 30.0
(Roo(Snow�0.0)
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING 2-0-0
Plates Increase 1.15
Lumber increase 1.15
Rep Stress !nor YES
Code IRC2003/TP12002
CSI
TO < 0.56
BC 0.33
WB 0.30
(Matrix)
DEFL In (loc) Well Ltd
Vert(LL) -0.11 8-10 >999 240
Vert(TL) -0.21 8-10 >999 180
Horz(TL) 0.06 6 Ilia Ma
PLATES GRIP
MT20 185/148
Weight 71 Ib
LUMBER BRACING
TOP CHORD 2 X 4 HF 1600F 1.6E TOP CHORD Structural wood sheathing directly applied or 4-9-14 oc purlins.
BOT CHORD 2 X 4 HF 1800F 1.6E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2X4DFSbd/Std
REACTIONS (lb/size) 2=1083/0-5-8, 6=1083/0-5-8
Max Horz2=64(load case 7)
Max Uplifl2-157(load case 5), 6=-157(load case 6)
Max Grav2=1235(load case 2), 6=1235(load case 3)
FORCES (Ib) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/82, 2-32096/141, 3-4=-1789/108, 45=-1789/108, 56=-2096/141, 6-7=0/82
BOT CHORD 2-10=117/1892, 9-10=39/1310, 8-9=39/1310, 63=67/1892
WEBS 340=504/117, 4-10=2/670, 46=-2/670, 56=-504/117
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.2psh, BCDL=6.0psf Category It Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ;
end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33,
2) TCLL: ASCE 7-98; P@30.0 psf (flat roof snow); Exp B; Partially Exp.
3) Unbalanced snow loads have been considered for this design.
4) This buss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live
loads.
5) This buss requires plate Inspection per the Tooth Count Method when this buss Is chosen for quality assurance Inspection.
6) Thls Buss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads.
7) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 157 Ib uplift atJoint 2 and 157 Ib uplift at joint 6.
8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANS&TPI 1.
LOAD CASE(S) Standard
p
Job
050914
Truss
AG
Truss Type o „ t.
FINK
city
1
Ply
1
ADDITION
Job Reference (optional)
Lumberman's Building Centers, Spokane, WA 99206-4220 6.200 s Feb 11 2005 MITek Indushles, Inc Mon Jul 2513:16:03 2005 Page 1
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20-0-0
Plate Offsets (X,Y): 12:0-3-14,0-1-81 110:03-14,0.1.8l, [169-3-0,03-0j
LOADING(psf)
SPACING 2-0-0
CSI
DEFL In (roc) Udefl Ud
PLATES GRIP
TCLL 30.0
Plates Increase 1.15
TC 0.45
Vert(LL) -0.11 11 n/r 120
MT20 185/148
(Roof Snow=30.0)
er
BC 0.19
Vert(TL) -0.11 11 Nr 90
TCLL 7.0
BOLL 0.0
BCDL 10.0
\1
_,.e`xJ.f'Y
Cod ' 200
I• ,vo 0.07
1_01x)
� i[t""7a
Hors(TL) 0.00 10 n/a Na
Weight 7216
LUMBER BRACING
TOP CHORD 2 X 4 HF 1800F 1.6E TOP CHORD Structural wood sheathing directly applied or 6-0-0 ac purlins.
BOT CHORD 2 X 4 HF 1800F 1.6E BOT CHORD Rigld ceiling directly applied or 6-0-0 oc bracing.
OTHERS 2X4DFStud/Std
REACTIONS (Ib/size) 253/20-0-0, 10=353/20-0-0, 15=178/20-0-0, 16=200/20-0-0, 17=143/20-0-0, 18=303/20-0-0, 14=200/20-0-0, 13=143/20-0-0, 12--303/20-0-0
Max Horz2 04(load case 7)
Max Upliff2=104(load case 5), 10—112(load case 6), 18=-26(load case 7), 17=37(load case 5), 18=-14(Ioad case 7), 14=25(load case 8), 13s37(Ioad case 6), 12=13(load case 8)
Max Grav2=482(load case 2) 10=482(ttlotad case 3),15=178(load case 1), 16=273(load case 2), 17=191(load case 2), 16C93(lcad case 2),14=273(load case 3),13=191(load rase 3),
12=3930099 VI
d:srt
C. .1 i t,UO ti H )
Ax �' 1,1'
r -,-
FORCIEIK(M) g Maximum Comjyess 1 �/0� da -lar,
TOP CHORD 1-2=0/81, 23=-79/5 J-' /9�,. 5u 5>Ble-ia2Ttr-1042(79, 7A=35/57, 8-9=51/37, 9-10=79/55,10-11=0/81
BOT CHORD 2-18-0/51.17-18=-0/51,16-17-0/51,15-16=-0/51, 14-15=-0/51,13-14-0/51, 12-13=0/51, 10-12---0/51
WEBS 6-15=-139/3, 5-16=230/54.4-17=158/47, 3-18=333/69, 7.14=-230/53, 8-13=-158/47, 9-12-033/69
NOTES
1) Wind: ASCE 7-98; Oomph; h=25fq TCDL=4.2pst, BCDL=6.0psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ;
end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33.
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek 'Standard Gable End Detail'
3) TCLL: ASCE 7-98; Pf===30.0 psf (flat roof snow); Exp B; Partially Exp.
4) Unbalanced snow loads have been considered for this design.
5) This buss has been designed for greater of min roof live Toad of 209 psf or 2.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live
loads.
6) All plates are 1.5x4 MT20 unless otherwise Indicated.
7) This buss requires plate Inspection per the Tooth Count Method when thls truss is chosen for quality assurance inspecllon.
8) Gable requires continuous bottom chord bearing.
9) Gable studs spaced at 2-0-0 oc.
10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 104 Ib uplift atjoint 2, 112 Ib uplift at joint 10, 26 Ib uplift at joint
16, 37 Ib uplift at joint 17, 14 Ib uplift at joint 18, 25 Ib uplift at joint 14, 37 Ib uplift atjoint 13 and 131b uplift at joint 12.
12) Thls buss is designed in accordance with the 2003 Intematlonal Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1.
LOAD CASE(5) Standard
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 OKANEALLEY BUFOR DIEDING !VISION
E
-r 7 AS