2006, 08-10 Permit App: 06003143 AdditionProject Number: 06003143 Inv: I Application Date: 8/10/2006 Page 1 of 2
THIS IS NOT A PERMIT �5
Penalties will be assessed for commencing work without a permit
Parcel Number: 45181.1209 Block:
SiteAddress: 1114 N MARGUERITE RD
Location:: CSV
Zoning: UR -3.5 Urban Residential 3.5
Water District:
Area: 19,955 Sq Ft Width: 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Lot:
Owner: Name: SOBERG, JOHN D
Address: 1114 N MARGUERITE RD
SPOKANE VALLEY, WA 99212-26
Hold: ❑
Depth: 0 Right Of Way (ft): 0
Review Information: k �, ... ,. ..,;wMOW
Review
Building Plan Review
Released By: M 0C.
Driveway/Approach Released By:
Landuse/Zoning/HE Conditions Released By:� .[................ y—_,
Sewer Review Released By:
Permits: R�_� ..... �....
Building Permit
Contractor: OWNER
Firm: OWNER
Phone: (000) 000-0000
Operator: AMB Printed By: AMB Print Date: 8/10/2006
Permit �entpr
Spokane10" '
1�1��� tplague
�` T lle Spokane A Valley,
Wd �' (50 1 meg- t,
Community Development «'A,.s o neva
Residential C64idion
Permit Application
ye, Suiteji' r
A 99206 I
X• (509j�8-007
SITE ADDRESS
ASSESSORS PARCEL NO:
NUMBER:. i14-�
I PERMIT FEE:
( IJU�
V ,
w Construction
Addition/Remodel
❑ 7Other:
❑ Accessory Bldg
F-1 Deck
A) -C: ,Jr,
LEGAL DESCRIPTION:
Contact Person
Name: (�
Phone:
Describe the scope of work
Contractor:
Name:
Address:
City: State: Zip:
Phone: Fax:
Contractor Lic No: Exp Date:
F77Business Lic. No:
Cost of Project: Onr( U
**************The following MUST be complete: (write N/A if not applicable)**********************
HEIGHT TOP A
# OF STORI S:
TOT HABITABLE SPACE:
X-30:1
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: Z1 -0
&f-
# OF BEDR OMS:
CONSTRUCTION TYPE:
H T SOUR
SEWER OR SEPTIC?
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 Perm' a er. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal, state or
local laws, codes ordina es. d Plans or itional information may be required to be submitted, and subsequently approved before
this application n be pro sse .
Signature Date—
C
Method of Payme
❑ Cash ❑ Check ❑ Mastercard E] VISA
Bankcard M Expires: VINM
Authorized Signature:
REVISED 825/2005
S061an000e-"*� ,;Oo'
Valley
11707 E Sprague Ave Suite 106 ♦Spokane Vatley WA 99206
509.921.1000 ♦ Fax: 509.921.1008 ♦ cityhaLt@spokanevalley.org
I 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.
m 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.
�I 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:
Qr One-hour separation detail: between house and garage
Floor framing details: Joist type, size, spacing and installation details
f'
Roof framing plan and details
�] Furnace and hot water heater location.
R1` All header locations: type, size, and connections
,o Foundation plan
Insulation information
Permit Center
Spokane 11707 E Sprague Ave, Suite 106
�sValley Spokane Valley, WA 99206
(509)688-0036 FAX: (509)689-0037
Community Development www.spokanevallev.orsa
Mechanical Permit Application ❑ Commercial
PERMIT NUMBER:
PERMIT FEE:
❑ Residential
SITE ADDRESS: �-/�� L�✓ �) Pn %�tT i.�T 1 / i' �!J� �d�'f .Z //r+ /l Gi vJ L ! , r7`� •i.
Building Owner
DESCRIPTION OF WORK
# OF UNITS X
COST = TOTAL AMOUNT
Name:I�
14)
FUEL BURNING APPLIANCE
71 >t'. �'
Phone: U C ..
Fax:
Address:
2
,z
City: f t
���� State: ��� Zip:
Contractor
UNLISTED APPLIANCE Additional Fee
-.
X
$50.00 =
Name:
UNLISTED APPLIANCE Additional Fee
More than 400,000
Phone:
Fax:
Address:
USED APPLIANCE SEC min. AFUE rating)
Equal to or less than 400,000
City:
State: Zip:
License No:
USED APPLIANCE SEC min. AFUE rating)
More than 400,000
City Business
$100.00 =
Contact
BOILER/REFRIGERATION
1 - 100M BTU
X
$12.00 =
Name:
BOILER/REFRIGERATION
101 - 500M BTU
Phone: _
J
DESCRIPTION OF WORK
# OF UNITS X
COST = TOTAL AMOUNT
1
FUEL BURNING APPLIANCE
Equal to or less than 100,000
X
$12.00 =
2
FUEL BURNING APPLIANCE
More than 100,000
X
$15.00 =
3
UNLISTED APPLIANCE Additional Fee
Equal to or less than 400,000
X
$50.00 =
4
UNLISTED APPLIANCE Additional Fee
More than 400,000
X
$100.00 =
5
USED APPLIANCE SEC min. AFUE rating)
Equal to or less than 400,000
X
$50.00 -
6
USED APPLIANCE SEC min. AFUE rating)
More than 400,000
X
$100.00 =
7
BOILER/REFRIGERATION
1 - 100M BTU
X
$12.00 =
8
BOILER/REFRIGERATION
101 - 500M BTU
X
$20.00 =
9
BOILER/REFRIGERATION
501 - 1,000M BTU
X
$25.00 =
10
BOILER/REFRIGERATION
1,001 - 1,750M BTU
X
$35.00 =
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
$10.00 =
15
FUEL BURNING WATER HEATER
X
$10.00 =
16
MISC. FUEL BURNING APPLIANCE
X
$10.00 =
17
GAS PIPING each outlet
X
$1.00 =
18
DUCT SYSTEMS
X
$10.00 =
19
VENTILATING FANS
X
$10.00 =
20
AIR HANDLER DOES NOT include ducting)
Equal to or less than 10,000 CFM
X
$12.00 =
21
AIR HANDLER DOES NOT include ducting)
Greater than 10,000 CFM
X
$15.00 =
22
EVAPORATIVE COOLERS
X
$10.00 =
23
TYPE I HOOD
X
$50.00 -
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
$20.00 -
27
AIR CONDITIONER
15-30 TON
X
$25.00 =
28
AIR CONDITIONER
30-50 TON
X
$35.00 =
29
AIR CONDITIONER
More than 50 TON
X
$60.00 =
30
LPG STORAGE TANK
X
$10.00 =
31
WOOD OR PELLET STOVE/INSERT
X
$10.00 -
32
WOOD STOVE - FREE STANDING
$25.00 -
33
REPAIR & ADDITIONS
$15.00 =
34
VENTILATION SYSTEMS
A
$12.00 =
35
VENTILATION MECHANICAL EXHAUST
X
$12.00 -
36
INCINERATOR - RESIDENCE
X
$19.00 =
37
INCINERATOR - COMMERCIAL
X
$22.00 =
METHOD OF PAYMENT:
❑CASH ❑ CHECK ❑ VISA ❑ MC
CARD #:
AUTHORIZED SIGNATURE:
REVISED 8/26/05
EXPIRES:
VIN:
SUBTOTAL
PROCESSING FEE $35.00
TOTAL PERMIT FEE DUE:
Permit Center
SpOkarie 11707 E Sprague Ave, Suite 106
.0,000Valley Spokane Valley, WA 99206
(509)688-0036 FAX: (509j688-0037
Community Development www.spokanevallev.ors
Plumbing Permit Application ❑ Commercial
SITE ADDRESS: r [ 'fir e l' f -El
PERMIT NUMBER:
PERMIT FEE:
01
Residential
Building Owner
1 SHOWERS PER TRAP
BATH, STALL, ON-SITE BUILT
Name:
Phone:
Fax:
Address: C /
City: r`
- // '
State: Zip: I
/
Contractor
LAVS/BASINS, BAR, FLOOR, KITCHEN,
Name:
Phone:
Fax:
Address:
City:
State: Zip:
License No:
City Business Lic:
X
Contact
=
Name: A�
aim 16
Phon
X-RAY, FOOD, PREP/CULINARY MEAT
ON OF WORK 1
WATER CLOSET. BIDETS
X COST = TOTAL AMOUNT
X $6.00 -
x $6.00 -
x $6.00 =
4
1 SHOWERS PER TRAP
BATH, STALL, ON-SITE BUILT
X
1 $6.00
=
LAVS/BASINS, BAR, FLOOR, KITCHEN,
5
SINKS
LAUNDRY, UTILITY, JANITOR, PHOTO,
X
$6.00
=
X-RAY, FOOD, PREP/CULINARY MEAT
6
DISHWASHER
X
$6.00
=
7
CLOTHES WASHER
X
$6.00
-
8
GARBAGE DISPOSAL
X
$6.00
=
9
WATER SOFTENER
X
$6.00
=
,1
10
ELECTRIC HOT WATER TANK
NOTE: IF GAS, SEE MECHANICAL
/
X
$6.00
=
AREA, CASE, COIL, TRENCH,
11
FLOOR DRAINS
CONDENSATE
X
$6.00
-
12
ROOF DRAINS/OVERFLOW DRAINS
X
$6.00
-
13
FOUNTAINS, DRINKING
X
$6.00
-
WATER PIPING/DRAIN-IN WASTE,
NSTALLATION, ALTERATION, REPAIR,
14
VENT, PLUMBING, REVERSAL
REVERSALS
X
$6.00
-
15
SEWAGE EJECTOR
GRINDER, SUMP PUMP
X
$6.00
-
ICE AN/OR COFFEE MAKER, HOSE BIB,
16
WATER USING DEVICE
STEAMER
X
$6.00
=
PROOFER, CARBONATOR, SWAMP
COOLER
VACUUM BREAKER, CHECK VALVE,
AND R.P.B.P.D. FOR: VATS, TANKS,
17
CROSS CONNECTION DEVICE
BOILERS
X
$6.00
=
GREASE TRAP, SAND TRAP,
18
INTERCEPTORS
CHEMICAL HOLDING TANK
X
$6.00
=
19
MEDICAL GAS (per outlet)
NITROUS, OXYGEN
X
$6.00
-
20
MISCELLANEOUS PLUMBING FIXTURE
X
$6.00
-
21
PRIVATE SEWAGE DISPOSAUSYS
X
$20.00
=
22
INDUSTRIAL WASTE INTERCEPTOR
X
$15.00
=
SUBTOTAL
METHOD OF PAYMENT:
PROCESSING FEE
❑CASH ❑ CHECK ❑ VISA ❑ MC EXPIRES: $35.00
Card# VIN: TOTAL PERMIT FEE DUE:
AUTHORIZED SIGNATURE:
REVISED 8/26/05
IA'*
I -e,
11
mace
!o ;r
( existing home)
616 sq. ft. living space
1114 N. Marguerite st
spokane vly, wa. 99212
w header
a
X D. header
J7�--Q—,J�
59 j
( new addition)
f�� 1
..header
Doorheader
29'-10"
5_10
18-0" 6 "
3'-0" 5'-0"
--- —
—
5-0 6'$"
x
A
x
p
\
clos¢t X
header
O master bedroom
siss dating
A
w. header
,�
K
1 75'-6'peak
X
p
4' 0
O
4'-0"—�
4a
o
i
bedroom sz
J
-
/
sissor cieling
fire alarm
��
75'.6'peak
a
r
-0",t 2'
M
.-
fire alarm I'. 0
1'-0" X 6'$
�
x
1
o
_eader
D h_5,I"
14'$" 10-0 4�- master bath
sink
N
W. header
O
X
Ices 5'-12" D. he ¢I
'O
(2 exhaust7ans
in bathroom)
O
X
w
X
a
R
N th
'-0"
-6"x4'-0"
4'-0" O2,.eway
2��X111
mower
1
bice type: 2"X1Y, 18"ctr.
1
,I -
mace
!o ;r
( existing home)
616 sq. ft. living space
1114 N. Marguerite st
spokane vly, wa. 99212
w header
a
X D. header
J7�--Q—,J�
59 j
}�
�w.head.,
6-0"
header
EMERGENCY EGRESS REQUIREMENTS
3'-0" x 5 -0"
' 8' -_
5'0 - --_-_-- x 6= -
FROM SLEEPING ROOMS
4
q
I 1) NET CLEAR OPENING 5.7 SQUARE FEET
GRADE FLOOR OPENING (MAX 44") 5.0 SQUARE FEET
\----r
D header
olos., K -{- D�header
2) NET CLE
co 3All OPENING HEIGHT 24 INCHES
) NET CLEAR OPENING WIDTH 2OINCHES
4 b
.9 masterbedroor
sissorcie,;� i.
I 4) MAX FINISHED SILL HEIG� T 44" ABOVE FLOOR
"ne j EMERGENCY ESCAPE 8 �AESCUE OPENING SHALL BE
w header I o
k L
o
I OPERATIONat FROM THE INSIDE OF THE ROOM WITHOUT
h 4,
4-0" w
THE USE Of KEYS OR TOOLS
bed—e2
6
sissor cieling
fire alarm
A
b
°
-0" 6'-�"°-
X header
WHEN INTERIOR ALTERATIONS, REPAIRS OR ADDITIONS
_a
REQUIRING A PERMIT OCCUR, OR WHEN ONE OR MORE
a
he alarm
`1"4F-2'-5�• D. headw SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING
I
o
=0'x6 8 DWELLINGS. THE DWELLING UNIT SHALL BE PROVIDED
M 1). he
- Q, 5'2" -- _. 5'-4"
I
WITH SMOKE ALARMS LOCATED AS REQUIRED FOR NEW
6 DWELLINGS.
14'-6"
o
w header6-0• , Acess • Iw �\ master balk
�p 6 (2 exhaust fans w
SMOKE ALARMS SHALL IBE INTERCON-
VE
'""CTED AND HARD WIRED IN SUCH A
SMV CANNER
9 ° n ads
°°a`nr°°
^�
8"x 4'-0"
� '
iffier
THAT THE ACTIVATION OF ONE
I
---
Ai ARM WILL ACTIVATE ALL ALARMS.
1=8"k21"
(BcDROOMS, AREAS APPROACHING
16=6•
34"
BEDROOMS, VAULTED CEILING
u
ll `_
' :, '..'.SF OF 24" ;? ON FLOOR)
N
7
7 a/eat water 0 Q
1-10T N
FANS
3'-0" 48'
/�U�ST"
100 CFM kitchen
pas
h --d50 CFM bathrooms
& laundry VdDQrc1r-',
6—
ro QCT ( --)�
4 0"
LOT SQ. FT: 19,955
Insulation:
PROVIDE SOLID BLOCKING UNDER ALL COLUMNS
BEARING
LOT SIZE:(105x188)
WALLS AND SHEAR WALLS.
836 SQ. FT. (ADDITION living space)
barrierwalls=21 batt,vapor
Framing Exterior: 2"X6"x 8' stud, 24" ctr.
Ceiling=R-38 batt,vapor
barrier
PROVIDE DOUBLE JOINTS (MIN) UNDER ALL WALLS
PARALLEL TO SPAN U.N.O.
Framing Interior: 2"x4"x 8' stud, 24" ctr.
Joice=R-30 batt,
TGI Truss: 2"x 91/2"x30' (19) Qty,
vapor
barrier, rods I
PROVIDE DOUBLE STUDS (MIN) TO FO(fOATION
TGI Truss: 2"x 91)2"x10' g y-
Fire Proofing in bathroom, i
Calk doors, elect.
UNDER ALL HIP AND GIRDER TRUSSESU.N.O.
TGI Truss: 2"x9112"x6' (1) p
TGI Truss: 2'x 91/2"x 4 Qty.
boxes.lndows,
PROVIDE SHEAR CONNECTION FROM INTERIOR
(9)
TGI Truss: 2"x 91/2"x 2' (1) Qty
Foundation: Concrete
SHEAR WALLS TO TRUSSES OR JOISTS ABOVE,
TGI Truss: TL. 11/8"x 9112" BC Rim Board
stem wall assembly.
OSB (90'.00•')
(6"x12"xs130 lin. ft
door headers:
(2.3cu.yrdrds.)
GYPSUM BOARD USED FOR
2-x10"x3' (7) Qty
2"x10"z5' y,
(1) Qt
window Headers:
INTERIOR BRACED WALL
2"xIOx2'6" (1) Qty-
2'x8"xs' (1)Qty.
"
CONSTRUCTION SHALL BE
2 x8"x3' (1) Qty.
2"x8"x2' (2)Qty.
FASTENED NO FURTHER
2"x8•'x4' (1) Qty-
THAN 7" O.C.
1114 N. Marguerite Spokane Valley Wa. 99212
Parcel:
45181.1209
Abutting Roads:
Boon St. (To the north)
Cataldo St. ( to the south).
t,PkflunllG requiruu on Dour slues uz-eauruuors was uu. stze-ur-
3 ft. measured in direction of travel by 3 ft. or width of door if
greater, and not lower than 1 '/ 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 '/4 in. below
threshold provided the door does not swing over the landing.
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
UPZ-508.2 – Water eaters require anc ormg or —
strapping at upper and lower one third points to prevent
horizontal displacement during earthquakes. Strapping
shall be a minimum of 4 inches above controls.
12"
footing and stem wall demension
( stem wall must be 6" above ground
and treated )
concrete: 2114 cu. yrds.
CONCRETE TO COMPLY TO IRC TABLE 404.1. 1
FOUNDATION WALLS - 3000 # PSI
SLABS, GARAGES, CARPORTS
& PORCHES - 3500 # PSI
ALL FOOTINGS MUST BE CONTINUOUS
Minimum depth for frost protection in the City of
Spokane Valley is 24 inches measured from the bottom
of the footing to finish grade. Grade slope away from
1114 n marguerite spokane valley, wa. 99212 building a minimum 6 inches in first 10 feet.
Radon Mitigation System Required
If Vents Subject to Closure
6 mil Vapor Barrier Required
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Framing Schedule - Nominalized
Tag
Qty
Description
Length
1
18
9-1/2" BCI® 5000-1.7 DF
30'0"
2
1
9-1/2" BCI® 5000-1.7 DF
12'0'
3
9
9-1/2" BCI® 5000-1.7 DF
10' 0"
4
1
9-1/2" BCI® 5000-1.7 DF
6'0"
5
9
9-1/2" BCI® 5000-1.7 DF
4'0"
6
1
9-1/2" BCI® 5000-1.7 DF
2' 0"
7
TL
1-1/8" x 9-1/2" BC RIM BOARDTM OSB
90' 0"
F1
Accessory Schedule
Tag ! Qty
Manufacturer
Product
Description
4
Simpson Strong -Tie Inc.
ITT3511.88
2-5116 x 11-7/8 Top Flange
REVISIONS:I BY:
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20
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BC FRAMER® 6
SCALE: N.T.S.
DATE: 8/4/2006
BY: MCH
FILE: 061253.bcf
DWG:
SHEET: 1 / 1
R – value or coverage. Markers, attached to trusses or
rafters, required for every 300 sf of attic space with 1
inch high numbers for installed thickness of insulation.
GAP
BETWEEN SHEATHING Attic Ventilation
% 1 Sq Ft per every 300 Sq Ft of space
ventilated with at least 50% in the upper
portion of roof area.
felt for ice',-
dam protection
r/ CEILING: 1/2" GWB if perpendicular to rafters or
trusses 24" o.c. and no water based texture used—
r-- otherwise 5/8" GWB.
Tr tv
0 V I 1
F j
'k fit, 1
r
• r �/ /
1n..' s Q� �dl
�' ✓ Under Floor Ventilation 7
r5
arc r-' iM � r 1 Sq Ft per every 150 Sq Ft of under
tinder floor �� / floors ace area. 1 ventilating opening sh ;+
P 9 P 9
Clearance 18"
be Within 3 feet of each corner. Opening
shall be Covered with approved material. 6'
Anchor Bolts- Minimum 1/2" x 10" with 7" concrete
embedment at 6' o.c. and 12" from ends of sill plates.
Job Truss Truss Type Ory Ply '00
9234 A3 COMMON 4 1
Job Reference o tional
6.400 s Jun 9 2006 MiTek Industr es, Inc. Wed Aug 09 14:24'57 2006 Page 1
Lumbermen's Building Centers, Spokane, WA 99206-4220, MIKE HAMMER
15-0-0 22-2-12 7-� 30-0-0 2-0-0 31-0.0
7.94 7-34 7.2-12- 7-2-12
7x12 r.1r16H=
s
6,W5_2
71
1.5x4 `4 \�\ \ 6 15.4
3
2 41/
- ---
I j <x12= 1312 10 4.12=
4.4 - 3x6 = 414 =
0„O.p 10.23 37.11 13313 10.2 33D-"
10-23
Plate Offsets (X,Y): 2:0-0-10,Ed e , 5:0-5-13.0-1-1 , 8:0-0-10,Ed e , [10:0-11-12,0-2:0], 13:0-1-12.0-2-0
LOADING(psf)
SPACING 2-M
CSI
DEFL in (loc) Vdefl Ud
PLATES GRIP
TCLL 40.0
Plates Increase 1.15
TC 0.93
Vert(LL) -0.21 2-13 >849 240
MT20 185/148
(Roof Snow=40.0)
Lumber Increase 1.15
BC 0.49
Vert(TL) -0.54 2-13 >322 180
MT18H 185/148
TCDL 7.0
Rep Stress Incr YES
WB 0.57
Horz(TL) 0.03 10 n/a n/a
BCLL 0.0
Code IRC2003/TPI2002
(Matrix)
Weight: 115 Ib
BCDL 10.0
LUMBER BRACING
TOP CHORD 2 X 4 HF 1800F 1.6E 'Except` TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
T3 2 X 4 HF 210OF 1.8E, T4 2 X 4 HF 2100F 1.8E BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except.
BOT CHORD 2 X 4 HF 1800F 1.6E 6-0-0 oc bracing: 8-10.
WEBS 2 X 4 DF Stud/Std WEBS 1 Row at midpt 5-10
REACTIONS (Ib/size) 2=1226/0-5-8,10=1944/0-5-8,8=59210-5-8.11=25/0-5-8
Max Horz2=83(load case 7)
Max Uplifl2=206(load case 7), 10=199(load case 7), 8=131(load case 8)
Max Grav2=1643(load case 2), 10=1944(load case 1), 8=952(load case 3), 11=67(load case 9)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/153, 2-3=1972/193, 3-4=1415/183, 4-5=1168/207, 5-6=0/581, 6-7=22/387, 7-8=-489/375, 8-9=0/153
BOT CHORD 2 -13=169/1567.12-13=0/402,11-12=0/402,10-11=0/402,8-10=-307/252
WEBS 3-13=-966/131, 5-13=191/1194, 5-10=1393/166, 7-10=995/135
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.2psf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS interior zone; cantilever left and right exposed ; end
vertical left and right exposed; porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf--40.0 psf (flat roof snow); Exp B; Partially Exp.
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non -concurrent with other live
loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) All plates are MT20 plates unless otherwise indicated.
7) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 206 Ib uplift at joint 2, 199 Ib uplift at joint 10 and 131 Ib uplift at
joint 8.
9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI I.
LOAD CASE(S) Standard
Job Truss Truss Type city Ply 0 0
�
i
9234 A2 COMMON 3 1
Job Refe�Inpfi.nal
Lumbermen's Building Centers, Spokane, WA 99206-4220, MIKE HAMMER , 6.400 s Jun 9 2006 MITek Industries, Inc. Wed Aug 09 14:24:55
2006 Page 1
7'41 is -0.022-2-12 7-94
7-2-,2
3 2_2_ 32-0
7 .9J 7z-�z_
5.7 =
s
6.00 12 /
3.61
1.514 \ 4//\\\ W3 \\ 6 1.5x 7 /
3 / \\
\ j
\�
\ 9
C/ 4x12. 12 11 10
3,4 = 3.6 = 3x4 =
�-0 162 3 10-2J 9.7-11 19.6-13 10-2.3
402.
30-"
Plate Offsets (X,Y): 2:0-0-10,Ed e , 8:0-0-10,Ed e , 10:0-1-8.0-1-8 , 12:0-1-8.0-1-8
LOADING(psf)
SPACING 2-0-0
CSI
DEFL in (loc) I/deft Ud
PLATES GRIP
TCLL 40.0
(Roof Snow=40.0)
Plates Increase 1.15
TC 0.92
Vert(LL) 0.21 8-10 >999 240
MT20 185/148
TCDL 7.0
Lumber Increase 1.15
BC 0.63
Vert(TL) -0.55 2-12 >648 180
BCLL 0.0
Rep Stress Incr YES
Code IRC20031TPI2002
WB 0.53
(Matrix)
Horz(TL) 0.11 8 n/a n/a
Weight: 115 Ib
BCDL 10.0
LUMBER BRACING
TOP CHORD 2 X 4 HF 180OF 1.6E 'Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
T3 2 X 4 HF 2100F 1.8E, T4 2 X 4 HF 210OF 1.8E BOT CHORD Structural wood sheathing directly applied or 10-M oc bracing.
BOT CHORD 2 X 4 HF 1800F 1.6E
WEBS 2 X 4 DF Stud/Std
REACTIONS (Ib/size) 2=1893/0-5-8,8=1893/0-5-8
Max Horz2=83(load case 7)
Max Uplifl2=286(load case 7), 8=-286(load case 8)
Max Grav2=2140(load case 2), 8=2140(load case 3)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/154, 2-3=3053/368, 3-4=-2542/358, 4-5=-2384/382, 5-6=-2384/383, 6-7=-2542/358, 7-8=3053/368, 8.9=0/154
BOT CHORD 2-12=-324/2525,11-12=-156/1664,10-11=-156/1664,8-10=24912525
WEBS 3-12=-943/127,5-12=-184/1200,5-10=-184/1200,7-10=-943/127
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.2psf; BCDL=6.Opsf; Category ll; Exp B; enclosed; MWFRS interior zone; cantilever left and right exposed ; end
vertical left and right exposed; porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf--40.0 psf (flat roof snow); Exp B; Partially Exp.
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non -concurrent with other live
loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 286 Ib uplift atjoint 2 and 286 Ib uplift atjoint 8.
8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
Truss Truss Type
Qty
Ply
00
i
9234
Al -S SCISSOR
9
1
Job Reference (optional)
Lumbermen's Building Centers, Spokane, WA 99206-4220, MIKE HAMMER , 5.400 s Jun 9 2006 Mi I ek Industries, Inc. Wed Aug 09 14:24:54 2006 Page 1
I
-2-0-0 2� 0-04 5 75 7 _ 44-13 15-0-0 10-}3 44-13 4813 19813 4813 2459 567 W-04 2-0-0 3280
..----------y------- scr. = 1s4.
7.e =
6
600 12 - \
\\\3.4
�{ 3.41
W4 WB
7
3x6 ; - 3.e
j e
4 14
4� 1 12.14 MT1BH= \0[9
J 9
3.6 i 133.51
6`
US \�\ y6.�
1\\.
2
16 4.00 12 1.5.4 II _
1.5x4 II 0
2
`
{.1{ = 4.14 = \
11
1 � 3xe s
V 3.e
0-0-0 587 &�7 4813 1t3 4813 1 0 4.613 19813 4813 24-64 5d7 21"
Plate Offsets (X,Y): f2:0 -5-15,0-M], 2:1-4-0,Ed e , [3:0 -2-0,0-2-01,[3:0-04,0-1-81,[9:0-0-4,0-1-8],_[9:0-2-0,0-2-0 , 10:1-4-0,Ed e , [10:0-5-15,0-M], 14:0-7-0,0-3-11
LOADING(psf)
SPACING 2-0-0
CSI
DEFL in (loc) Udefl L/d
PLATES GRIP
TCLL 40.0
(Roof Snow --40.0)
Plates Increase 1.15
TC 0.90
Vert(LL) -0.91 14 >388 240
MT20 185/148
TCDL 7.0
Lumber Increase 1.15
BC 0.74
Vert(TL) -1.51 14 >235 180
MT18H 185/148
BCLL 0.0
Rep Stress Incr YES
WB 0.78
Horz(TL) 1.28 10 n/a n/a
BCDL 10.0
Code IRC2003/TP12002
(Matrix)
Weight: 128 lb
LUMBER BRACING
TOP CHORD 2 X 4 HF 180OF 1.6E 'Except` TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins.
T3 2 X 4 HF 210OF 1.8E, T4 2 X 4 HF 210OF 1.8E BOT CHORD Structural wood sheathing directly applied or 8-11-13 oc bracing.
BOT CHORD 2 X 4 HF 240OF 2.0E
WEBS 2 X 4 DF Stud/Std 'Except'
W5 2 X 4 HF 180OF 1.6E
SLIDER Left 2 X 4 HF 180OF 1.6E 5-1-9, Right 2 X 4 HF 180OF 1.6E 5-1-9
REACTIONS (Ib/size) 2=1893/0-5-8, 10=1893/0-5-8
Max Horz2=82(load case 7)
Max Uplift2=286(load case 7), 1 O=286(load case 8)
Max Grav2=2140(load case 2), 10=2140(load case 3)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/144, 2-3=7478/924, 3-4=-6603!775, 4-5=-6523/786, 5-6=-5246/509, 6-7=5246/518, 7-8=-6523/677, 8-9=-6603/666, 9-10=-7478/787,
10-11=0/144
BOT CHORD 2-16=-859/6753, 15-16=-830/6776, 14-15=-635/6183, 13-14=-501/6183, 12-13=632/6776, 10-12=-663/6753
WEBS 3-16=-30/166, 3-15=775/171, 5-15=-73/312, 5-14=-1840/303, 6-14=-408/4160, 7-14=1840/308, 7-13=78/312, 9-13=775/184, 9-12=-30/166
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.2psf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS interior zone; cantilever left and right exposed ; end
vertical left and right exposed; porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf--40.0 psf (flat roof snow); Exp B; Partially Exp.
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non -concurrent with other live
loads.
5) Special provisions shall be made by the building designer to allow for 0.78in of horizontal movement due to live load and 1.28in due to total load.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) All plates are MT20 plates unless otherwise indicated.
8) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
9) Bearing atjoint(s) 2, 10 considers parallel to grain value using ANSIfTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 286 lb uplift at joint 2 and 286 Ib uplift at joint 10.
11) This buss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Pfy 0 0
9234 A-SG GABLE 1 t
Job Reference o tional
6.400 s Jun 9 2006 MiTek Industries, Inc. Wed Aug 09 14:24:512006 Page 1
-Building
Lumbermen' Centers, Spokane, WA 99206-4220, MIKE HAMMER ,
x2'2-12 7.&4 30-0-0 3x-0-0
7-� 2�
7-2-12_- -...
-2." 2-" D." 7_ad _ _.. 7212
7.12 WISH--
ISH--6.06
6. W12
6
t W3 \� �, 7
3 T
T
y\ 7 \ �\
T � \
\8
2 /
EQ-\
1 14 ry,7 =
6.7 =
3x1 = 3.6 = 3.4 =
O ' 10.23 10.2-3 97-11 1&413 10.2-3 _ 311"
Plate Offsets KY: 2:0-1-10,Ed e , 4:0-3-0,0-3.4 , 5:0-5-15,0-1-4 , 6:0-3-0,0-3-0 , 8:0-1-10,Ed e , 15:0-2-0,0-0-12
LOADING(psf)
SPACING 2-0-0
CSI
DEFL in (loc) I/deft Ud
PLATES GRIP
TCLL 40.0
Plates Increase 1.15
TC 0.89
Vert(LL) -0.04 14-15 >999 240
MT20 185/148
(Roof Snow=40.0)
Lumber Increase 1.15
BC 0.49
Vert(TL) -0.06 14-15 >999 180
MT18H 185/148
TCDL 7.0
BCLL 0.0
Rep Stress Incr YES
WB 0.95
Horz(TL) 0.01 8 n/a n/a
BCDL 10.0
Code IRC2003/TP12002
(Matrix)
Weight:1861b
LUMBER BRACING
TOP CHORD 2 X 4 HF 180OF 1.6E'Excepr TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
T3 2 X 4 HF 210OF 1.8E, T4 2 X 4 HF 210OF 1.8E BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing.
BOT CHORD 2 X 4 HF 180OF 1.6E WEBS 1 Row at midpt 5-19
WEBS 2 X 4 DF Stud/Std
OTHERS 2 X 4 DF Stud/Std
REACTIONS (Ib/size) 2=503/15-0-0, 19=822/15-0-0, 8=724/10-0-0, 15=1028/15-0-0, 17=-20/15-0-0, 18=57/15-0-0, 20=32/15-0-0, 21=57/15-0-0, 22=-20/15-0-0, 23=193/15-M, 13=270/10-M,
12=-43/10-0-0, 11=6/10-0-0, 10=187/10-0-0
Max Horz2=83(load case 7)
Max Uplift2=73(load case 7), 19=123(load case 7), 8=-122(load case 8),15=-81 (load case 8), 17=-36(load case 3), 22=-36(load case 2), 23=69(load case 9), 13=13(load case 8),
12=-80(load case 3), 10=70(load case 9)
Max Grav2=807(load case 2),19=1 139(load case 2), 8=1051 (load case 3),15=1 174(load case 3), 17=39(load case 8), 18=89(load case 4), 20=70(load case 4), 21=88(load case 4),
22=84(load case 9), 23=232(load case 2), 13=379(load case 3), 12=63(load case 4), 11=88(load case 9), 10=225(load case 3)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/151, 2-3=535/239, 3-4=7/253, 4-5=0/476, 5-6=264/127, 6-7=511/103, 7-8=-1078/114, 8-9-0/151
BOT CHORD 2-23=-200/281,22-23=-200/281,21-22=-200/281,20-21=200/281, 19-20=-200/281,18-19=-143/112,17-18=-143/112,16-17=-143/112,
15-16=143/112,14-15=156/113,13-14=-15f765, 12-13=-15/765, 11-12=15/765, 10-11=-15/765, 8-10=15/165
WEBS 3-19=-974/130, 5-19=369/26, 5-14=-106/718, 7-14=-978/129, 5-15=-1005/66
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.2psf; BCDL=6.Opsf; Category ll; Exp B; enclosed; MWFRS interior zone; cantilever left and right exposed; end
vertical left and right exposed; porch 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--40.0 psf (flat roof snow); Exp B; Partially Exp.
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live
loads.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) All plates are MT20 plates unless otherwise indicated.
8) All plates are 1.5x4 MT20 unless otherwise indicated.
9) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
10) Gable studs spaced at 2-0-0 oc.
11) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 73 Ib uplift at joint 2, 123 Ib uplift at joint 19, 122 Ib uplift at joint 8
, 81 Ib uplift at joint 15, 36 Ib uplift at joint 17, 36 Ib uplift at joint 22, 69 Ib uplift at joint 23, 13 Ib uplift at joint 13, 80 Ib uplift at joint 12 and 70 Ib uplift at joint
10.
12) This Wss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Qty Ply
00
9234
A-G
GABLE
1
1
Job Reference Lop tional
Lumbermen's Building Centers, Spokane, WA 99206-4220, MIKE HAMMER, 6.400 s Jun 9 2006 MiTek Industries, Inc. Wed Aug 09 14:24:47 2006 Page 1
-2-0-0 24-0 0-0-0 15" 15-0-0 _ 15-0 30-0-0 2_ 72L0
S. i -1:54.
4.4 =
10
6 ��n
6.60 12
12
13
7
\\ 14
T
3x6
53.61
1
5/ T ST16
4
% T 17
3 T
.'
T
// 18
19
1
4x7 = 4x7 =
3x6 =
ppa 30-00 360-0
Plate Offsets X Y : 2:Ed e,0-0-2 , 18:Ed e,0-0-2
LOADING(psf)
SPACING 2-0-0
CSI
DEFL in (loc) I/deft Ud
PLATES GRIP
TCLL 40.0
(Roof Snow=4
Plates Increase 1.15
TC 0.68
Vert(LL) -0.13 19 n/r 120
MT20 185/148
7.0
BCDL 7.0
Lumber Increase 1.15
BC 0.29
Vert(TL) -0.14 19 n/r 90
BCLL 0.0
Rep Stress Ina NO
WB 0.22
Horz(TL) 0.00 18 n/a n/a
BCDL 10.0
Code IRC2003/TPI2002
(Matrix)
Weight 151 Ib
LUMBER BRACING
TOP CHORD 2 X 4 HF 1800F 1.6E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2 X 4 HF 1800F 1.6E BOT CHORD Structural wood sheathing directly applied or 10-M oc bracing.
OTHERS 2 X 4 DF Stud/Std
REACTIONS (Ib/size) 2=420/30-", 26=209/30-0-0, 28=228/30-0-0, 29=228/30-", 30=228/30-0-0, 31=227/30-". 32=230/30-0-0, 33=232/30-", 25=228/30-", 24=228/30-", 23=228/30-",
22=227/30-0-0, 21=230/30-", 20=232/30-", 18=420/30-M
Max Horz2=83(load case 7)
Max Uplift2=46(load case 7), 28=9(load case 7), 29=14(load case 7), 30=14(load case 7), 31=-9(load case 7), 32=27(load case 7), 33=116(load case 9), 25=7(load case 8), 24=15
case 8), 23=13(load case 8), 22=9(load case 8), 21=27(load case 8), 20=116(load case 9), 18=-62(load case 8)
Max Grav2=582(load case 2), 26=209(load case 1), 28=320(load case 2), 29=307(load case 2), 30=309(load case 2), 31=306(load case 2), 32=315(load case 2), 33=305(load case 2),
25=320(load case 3), 24=307(load case 3), 23=309(load case 3), 22=306(load case 3), 21=315(load case 3), 20=305(load case 3), 18=582(load case 3)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/151, 2-3=-127/56, 3.4=79/37, 4-5=-42/44, 5-6=76/59,6-7=77f74,7-8=-77/89, B-9=-76/105, 9-10=81/117, 10-11=-81/113, 11-12=76/92
, 12-13=77/67, 13-14=-77/43, 14-15=76/44, 15-16=-13/40, 16-17=-79/8, 17-18=-127/56, 18-19=0/151
BOT CHORD 2 -33=0/84,32 -33=0/84,31 -32=0/84,3031=0/84,29 -30=0/84,28 -29=0/84,27 -28=0/84,26-27=0/84,25-26=0/84,24-25=0/84,23-24=0/84,
22-23=0/84,21-22=0/84,20-21=0/84,18-20=0184
WEBS 10-26=-169/0, 9-28=-280/33, B-29=-267/39, 7-30=-268/37, 6-31=-270/36, 5-32=-260/40, 3-33=-300/59, 11-25=-280/31, 12-24=-267/39,
13-23=-268/37,14-22=-270/36,15-21=260/40,17-20=-300/59
NOTES
1) Wind: ASCE 7-98; 90mph; h-25ft; TCDL=4.2psf; BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS interior zone; cantilever left and right exposed ; end
vertical left and right exposed; porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33.
2) Truss-desighed 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=40.0 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 load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non -concurrent with other live
loads.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) All plates are 1.5x4 MT20 unless otherwise indicated.
8) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
9) Gable requires continuous bottom chord bearing.
10) Gable studs spaced at 2-0-0 oc.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 46 Ib uplift atjoint 2, 9 Ib uplift atjoint 28, 14 Ib uplift at joint 29,
14 Ib uplift atjoint 30, 9 Ib uplift at joint 31, 27 Ib uplift atjoint 32, 116 Ib uplift at joint 33, 7 Ib uplift atjoint 25, 15 Ib uplift atjoint 24, 13 Ib uplift atjoint 23, 9 Ib
uplift atjoint 22, 27 Ib uplift atjoint 21, 116 Ib uplift atjoint 20 and 62 lb uplift atjoint 18.
12) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard