2007, 08-01 Permit App: 07002992 Shed Project Number: 07002992 Inv: 1 • Application Date: 8/1/2007 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
,fAtagNINIMISCOMEREPESIMAIVIRWAMIATMMIGIBIKOMOMMAIMINORMEXTMONICtIMMIVEW Jam'.^. •dA%e*cre..'CAh:4a.thh'%°.^Yftb'L"d'W N.+..:J 23W=d"kn^sY R: u',J:,"�'.
Permit Use: 12 X 24 SHED Contact: CARROLL,J G&M
Address: 1207 S ROTCHFORD DR
C-S-Z: VERADALE,WA 99037-9226
Setbacks:Front Left: Right: Rear: Phone: (000)000-0000
Group Name:
Site Information: Project Name:
Plat Key: Name: Range District: East
Parcel Number: 45243.0506 Block: Lot:
SiteAddress: 1207 S ROTCHFORD DR Owner:Name: CARROLL,J G&M
Address: 1207 S ROTCHFORD DR
Location::CSV VERADALE,WA 99037-9226
Zoning: UR-1 Urban Residential-1
Water District: 010 VERA Hold: ❑
Area: 43,800 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information: '_ rum :w A ,: m w ar d
Review
Building Plan Review Reed By: "
Septic Sys Review
Landuse/Zoning/HE ConditionsRleas
Operator: JD Printed By: JD Print Date: 8/1/2007
Project Number: 07002992 Irly: 1 Application Date: 8/1/2007 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Permit Use:Use: 12 X 24 SHED Contact: CARROLL,J G&M
Address: 1207 S ROTCHFORD DR
C-S-Z: VERADALE,WA 99037-9226
Setbacks:Front Left: Right: Rear: Phone: (000)000-0000
Group Name:
Site Information: Project Name:
Plat Key: Name: Range District: East
Parcel Number: 45243.0506 Block: Lot: Co
SiteAddress: 1207 S ROTCHFORD DR Owner:Name: CARROLL,J G&M
Address: 1207 S ROTCHFORD DR
Location::CSV VERADALE,WA 99037-9226
Zoning: UR-1 Urban Residential-1
Water District: 010 VERA Hold: ❑
Area: 43,800 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information: gym, ,x- er
Review
Building Plan ReviewReleased B e ' 5 s. & ,7'.'q,- ..
Septic Sys Review Reletise a y� A T
Landuse/tonin /HE Conditio s
UJaPcg - 0 c e - 1 e eA. .-1 �S
f:.>" irAA-- k 4"-C-- . .7 ' , J „6-(d-Q4,‘,,,
11'
qq O.
Permits: ., , ¢� r .
Jl NIL. d.,,z4.-,.,,, AHAOSSIMEESSZNEMEEMEMZEIM
Operator: JD Printed By: JD Print Date: 8/1/2007
Project Number: 07002992 Inv: 1 , Application Date: 8/20/2007 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Permit Use: 12 X 24 SHED***CUSTOMER WITHDRAWN Contact: CARROLL,J G&M
APP** Address: 1207 S ROTCHFORD DR
C-S-Z: VERADALE,WA 99037-9226
Setbacks:Front Left: Right: Rear: Phone: (000)000-0000
Group Name:
Site Information: Project Name: **CUSTOMER WITHDRAWN**
Plat Key: Name: Range District: East
Parcel Number: 45243.0506 Block: Lot:
SiteAddress: 1207 S ROTCHFORD DR Owner:Name: CARROLL,J G&M
Address: 1207 S ROTCHFORD DR
Location::CSV VERADALE,WA 99037-9226
Zoning: UR-1 Urban Residential-1
Water District: 010 VERA Hold: ❑
Area: 43,800 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review r-
Building Plan Review -le, • u s
Septic Sys Review ReleasedB' ~
Originally Released: 8/17/2007 By: emeyer
Landuse/Zoning/HE Conditions Released g', = ''
Originally Released: 8/3/2007 By: KKENDAL
Operator: JD Printed By: jmm Print Date: 8/20/2007
Project Number: 07002992 Inv: 1 • Application Date: 8/1/2007 Page 2 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Building Permit
Contractor: TUFF SHED INC Firm: TUFF SHED INC
Address: 17500 W VALLEY HWY STE 100 Phone: (509)535-8833
TUKWILA,WA 98188
Building Characteristics
Building Height 12.5
This Application: Total Project:
Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation
GARAGE U-1 VB 0 $6,500.00 0 $6,500.00
Totals: 0 $6,500.00 0 $6,500.00
Item Description Units Unit Desc Fee Amount
RESIDENTIAL PERMIT FEE 1 SELECT $139.25
ACCESSORY PLANS REVIEW 1 SELECT $34.81
WSBC SURCHARGE 1 SELECT $4.50
Permit Total Fees: $178.56
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $178.56 $178.56 $0.00 $178.56
$178.56 $178.56 $0.00 $178.56
Disclaimer:
Submittal of this application certifies the owner(or person(s)authorized by the owner)has both examined and finds the information
contained within to be true and correct,and agrees that all provisions of laws and/or regulations governing this type of work will be
complied with. Subsequent issuance of a permit shall not be construed to be a permit for,or an approval of,any violation of any of
the provisions of the code or of any other state or local laws or ordinances.
Signature:
Operator: JD Printed By: JD Print Date: 8/1/2007
Project Number: 07002992 Inv: 1 , Application Date: 8/20/2007 Page 2 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Building Permit
Contractor: TUFF SHED INC Firm: TUFF SHED INC
Address: 17500 W VALLEY HWY STE 100 Phone: (509)535-8833
TUKWILA,WA 98188
Building Characteristics
Building Height 12.5
Notes: ,.w . ::...:tea - .:: n.1. Oak_: G„ .2PAMENSIENOMIXTMANIKUSWV
�..x,
Pa ment Summa
v ry �M��.. ., m �:»;a: �'•,,�,.'�»wA6a^ z.,"1>' _:n,�H: �reID^r^'E',s,nsm rbihk i�i;a"4; ra,.'k'N s�";«Aa'sIk6Po�.
Disclaimer:
Submittal of this application certifies the owner(or person(s)authorized by the owner)has both examined and finds the information
contained within to be true and correct,and agrees that all provisions of laws and/or regulations governing this type of work will be
complied with. Subsequent issuance of a permit shall not be construed to be a permit for,or an approval of,any violation of any of
the provisions of the code or of any other state or local laws or ordinances.
Signature:
Operator: JD Printed By: jmm Print Date: 8/20/2007
JUL 24 208 7 13:48 PR COS) PERMIT CENTER 50968E0037 TO 9243412 P.01 '04
i yPermit CeMer E S rs$ue �'e,Suiie B-3 PERMIT 7NiUMI1BEIr: �'
gre1 e, . I , Spokane Valley,WA 99206 ' .,PERMIT FEE:
Valley. (509)683.0036 FAX(5,' -:8-0037
°kanevall • ( C L [1 M reit '
cor amity Development
Residential Construction , , . .. ► Accessory Bldg
. tam 14!; ' e ❑ Deck
II Permit Application p 5
SI,6 11%)
kV rnk
SITE ADDRESS: \ "7 N � c' ,
ASSESSORS PARCEL NO: _ LEGAL DE'SCRWflON:
StaildjngO Iter: iQtsACtfDI'.`si\'iJ V ry.....—r
Name: Name:
-n • v ...
City.
tate ,�► � �, City State: U , Z: rIA-Z\Z.
• r�
Phone: 27-7 . Fax: Phone: Sax:
ie
--�•� Contractor Lic No: Exp Data:
Contact Persona ':„:' '• ' city Business Lie.No.
Name: "V�� �,. —
Describe the scope of work in ta.1: Cost of Project:
Proposed Use: t
************'**"]Che followingMUST be co lete: write N/A if not a licable **********************
HEi°"•'r'GH'f �] : DIMENS! NS; #OP STORIES: TOTAL HAB ;A—Bl SPACE
ii
! 'L X _
MAIN FLOOR TO SO. :FLOOR SQ.hTG: UNEIN HENT SQ, FTG: t IMPERVI US,RFACE
FTG: .Z</:z cc qD
AREA 4
FINISHED ENT GARAGE .S .FTG: DECK/COV. -TIO SQ. FTG: 30% SLOPES ON 0
SQ.FTG: 11 41 PROPERTY:
#OF BEDRQ�;S: CONSTRU lON TYPE: HEAT SOURCE: SE'�P OR SEPTIC? �r
0
The permitee verifies,soknowiedgas and agrees by diet signature that: 1) If this permit is for construction of or on a dwelling,the
dwelling istwfll 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 Pemait Center. 5) This CI 'of Spokane Valley Permit is not a permit or approvsi for any violation of federal,state or
local taws,codes or ordinances.6) Plans or additional Information may be required to be submitted,and subsequently approved before
this application can be Ad.
r
SIGNATURE: ,, 4 DATE: ( 2///)
9
Method of PPyMent
0 Cash ( 0 Check D Mastercard p VISA
Bankcard#. Expires: Vim:
Authorized Signature:
ravraec wvor
• New project P r o e e t Previous pre-app meeting El
mp? y {-� yy�1 l
n T al l s l l llttal Plan revisions
City of Spokane`'alley Transmittal Date:
.000Valley
Community Development Wednesday,August 01,2007
Department
11703 E.Sprague Ave,Suite B3
Spokane Valley,WA 99206
Phone:509.688.0036
Site Address: 1207 S ROTCHFORD DR Project Number: 07002992
Parcel Number: 45243.0506
Zoning: UR-1 Water District: VERA
Fire District: FD 01
Applicant: CARROLL, J G & M Owner: CARROLL, J G & M
1207 S ROTCHFORD DR 1207 S ROTCHFORD DR
VERADALE, WA 99037-9226 VERADALE, WA 99037-9226
(000) 000-0000
e-mail: e-mail:
Contact: CARROLL, J G & M Occupant:
1207 S ROTCHFORD DR t
VERADALE, WA 99037-9226 e-mail:
(000) 000-0000
e-mail:
Contractor: TUFF SHED INC Arch/Engineer:
17500 W VALLEY HWY STE 100
TUKWILA, WA 98188
(509) 535-8833
e-mail:
Project 12 X 2 SHE/13
/ \
u' ' g LanduseeEngineer Utilities Health Fire Dist Assessor
SITE PLA I ,
PLANS 2
REV SIGN OFF Vi k
K1C
Please send all plan review and project comments via e-mail to the
highlighted individuals.
•
1
---Rcr)• '`.A?.
I mi
St'P1v
�s l
"TO
D r
4 -
1�S
''�'7 r r-T, --\,
19.01 _c C,)4,✓1
1 \ ilk—
C; 0\' C
I l l �5 ,c_
---4-,
RECEIVED
N--- AUG 0 3 2007 c to i
SPOKANE VALLEY .1)5C4.--1'\
J \
DEPARTMENT OF
COMMUNITY DEVELOPMENT
PLANN NG DE'T. APPROVED
ifi/
BY.,.4. -- OVIAL
DATE: C31401
,II
) 4
--Rct, 'Sftg., r -i L 2-
M'6'): 131:'S-''
i
'4 Q ----T 7 ` I LiLL
— L 0 _ _ j
1 z4 I c,
nt--,1-\'f-- b s\,e\'-
C- (Z-P`\•\¢-3r"k--6\ ,
O �
\ ‘
X15
4 yL 2,0
ilv r
1 4 ._..
� N
♦ M
d
N
,09b
r4/
.41
� O
to ,64 •96
/
ti(4).
co
0
O
e
h)
09b/
/S9S
•/s 86 Oy
0-fl ,aFo9e,N\ b�
09b/
OOS /
O
O' �t
Do /
0
0
: O
,�0•
gm: s.
�) 4
, y
. alt
'417'
45243.0506
t;'` $`
,, ,, 03—Aug-07 08:05 AM
k •,
4
I5.f v ,fiI
P
wv w1
f+4-44.-
s.
7
i
4011( i
1" Legend
AI
4.
Scale 1:1,000
Alli lin=83 ft
a. 1
1
ROOF"v WALLS: TALL BARN SHED UP TO 12' x 24'
ATTACH 7/16 OSB SHEATHING ATTACH 1/2"DURATEMP TO WALL FRAMING WITH
TO TRUSSES WITH: 6d NAILS @ 6"O.C.AT EDGES. SUN DANCE SERIES #8 X 3"FLAT HEAD SELF-TAPPING
6d NAILS @ 6"O.C.AT EDGES. 6d NAILS @12"O.C.IN FIELD. SCREWS SPACED @ 24"OC. ��
6d NAILS @12"O.C.IN FIELD.
HEADER: 3/4"APA OR TECO RATED T&G
HEADER TO STUD-4-8d TOENAIL OR FLOOR DECKING.
4-16d END NAIL DOUBLED HEADER 2X6 STEEL JOISTS @ 24"OC —\ . '
-16d @ 16"STAGGERED FACE NAIL \
#10X3/4"PAN —�_.. . I
@ TRUSSES24"O.C. HEAD SELF-TAPPING
COLLAR TIE REQUIRED SCREWS(2 PER TAB)
�— /""� ONLY AT 12 WIDE AND ONLY IF'' "y
NO LOFT BOTTOM CHORD IS. O VENT HOLES @ 24'0C.
e�a ; PROVIDED.
•
TRUSSES
@ 24"O.C. 1, OPTIONAL LEVELING BLOCKS
SINGLE CONTINUOUS TOP 1°
PLATE ON LENGTHS UP TO 12', 2X6 STEEL TRACK EACH END ,�
DOUBLE TOP PLATES ONIt"
LENGTHS GREATER THAN 12' A-
0
LENGTHS
.i
5 - JOIST FOR OPTIONAL LOFT 1 ' 1(, ?1
iv -UP TO 10'WIDE=2"x6"SPF OR 1. STEEL SHED FOUNDATION:
• - 2"x6"16 GA.STEEL JOISTS. 2X616-GAUGE STEEL TRACKS G210 ZINC COATED
- -10'TO 12'WIDE=2"x8"SPF OR 2X6 16-GAUGE STEEL JOISTS G210 ZINC COATED @ 24"OC.
4 -io 2"x6"16 GA STEEL JOIST (SUPPLIER: ALLIED STUDCO (JOIST:6005162-0541 TRACK:600T125-054)
-
- 24"O.C. ICBG ER-4943P).
- 2. 3/4""APA"OR"TECO."RATED TONGUE AND GROOVE FLOOR DECKING. 24"
- STEEL SHED BASE: WALL FRAMING TO BE 2X4 HF MAX PANEL SPAN. STAGGER PANEL LAYOUT
SEE DETAIL STUD GRADE @ 24"OC. 3. FASTEN PLYWOOD TO JOISTS WITH#8 X 1-5/8"SELF-TAPPING SCREWS
+ = = SPACED @ 12"OC.NO BLOCKING REQUIRED.
.d 1 //1(
UP TO 12-0"WIDEI 4. FASTEN SOLE PLATE THROUGH FLOOR PLYWOOD INTO JOISTS AND TRACKS
'" 1 EARTH ANCHORS FOR THIS SHED ARE OPTIONAL.IF WITH 3/16"X 3"GALV HEX HEAD SCREWS @ 24"OC.
REQUIRED BY THE LOCAL BUILDING OFFICIAL, 5. ALLOWABLE FLOOR LIVE LOAD:75 PSF FOR STEEL JOISTS CONTINUOUSLY
BUILDING SECTION ANCHORS ARE AVAILABLE AT TUFF SHED.SEE
SUPPORTED.50 PSF FOR JOISTS ON BLOCKS AS SHOWN.
0 "" ""' SALESPERSON FOR PRICING. 6. USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL BUILDING:
SUGGESTED SIZES:1-1/4"X 8"X 16", 4"X 8"X 16",OR 8"X 8"X 16"BLOCKS
UNDER JOISTS @ 10'-0"OC MAXIMUM.BLOCKS UNDER TRACK
SINGLE TOP PLATE SIDEWALL DOORS MAY NOT BE CRIPPLES CRIPPLE STUD SPACED @ 5'-0"OC MAXIMUM.
AVAILABLE IN ALL AREAS KING STUD /�� PRESSURE BLOCKS 4 SHED BASE DETAIL
. CRIPPLES(IFO REQ.) / / \ O wnoscve
'� 1/2"PLYWOOD SPACER ��� TOP PLATE
HEADERS FOR CRIPPLES(IF REQ.) I BUILDING CODE:
OPENINGS UP TO 3'-0" (2)2 x 4 1/2"PLYWOOD SPACER
r i' HEADERS FOR �\ 1997 UBC&2001 CBC
�II 2 x 4 WINDOW SILL OPENINGS UP TO 4'-0" 2 2 x 4
OPENINGS 4'-1"TO 6'-0" 2 2 x 6 DESIGN LOADING
r OPENINGS 6'-1"TO 8'-0" 2 2 X 8 iiiimmul
, WIND SPEED &EXPOSURE 90P�1' or(2)1.75 X 5 "LVL S
l"— ROOF LIVE LOAD
I O KING STUD LOAD 10 PSF.
TRIMMERS I ROOF DEAD
��� TRIMMER �■ I �I ■I OPTIONAL LOFT
FLOOR DECKING BASEPLATE TRIMMER STUD 2 x 4 HEADER LOFT LIVE LOAD 40 PSF.
BASEPLATELAID FLAT LOFT DEAD LOAD 1;)PSF.
KING STUD FLOOR DECKING
FOR WINDOW OPENINGS UP TO 3•47 FOR OPENINGS UP TO 8'-0" FOR OPENINGS UP TO 4'-0"WIDE FOR SHEDS WHICH OTHERWISE MEET THE PRESCRIPTIVE
ON SUNDANCE SERIES SIDEWALLS ON SUNDANCE SERIES SIDEWALLS HEADER DETAIL FOR NON REQUIREMENTS OF THE 1997 UBC.ALL SHEDS CONSTRUCTED
OWINDOW HEADER DETAIL FOR HEADER DETAIL FOR LOAD BEARING WALLS ACCORDING TO STANDARD CONVENTIONAL CONSTRUCTION 120-03uZ LOAD BEARING WALLS ®000R LOAD BEARING WALLS METHODS
WALE,1".- 1,0. SCALE:1N'. 14.
TUFF S}{E D®Inv#.
DPO
P.O.#
Drawn BTHESE DRAWINGS AND THE DRAWINGS BY:
By: DESIGN ARE THE PROPERTY OF TUFF SHED,INC. BUILDING SECTIONS SHEET:
Customer. TUFF SHED,INC. THESE SHED BASE
Storage Buildings&Garages Date:07/16/04 DRAWINGS ARE FOR A IN HOUSE DRAFTING DEPARTMENT DETAILS
TUFF SHED(. 41.)
,INC. Site Address: Checked By: BUILDING TO BE SUPPLIED AND 1777 S.HARRISON STREET HEADER FRAMING
2330 S.CASTLE HARBOUR v�. Date: BURT BY TUFF SHED. ANY DENVER,COLORADO 80210 DETAILS
ONTARIO.CA 91781 OTHER USE IS FORBIDDEN BY (303)753-TUFF GENERAL NOTES
(909)988 may Building Size:wo,t-.1890TH- -st,t.,=a Revised: RUFF SHED INC&THE - . .....-_- -- .- ,.
ROOF •v WALLS: TALL BARN SHED UP TO 12' x 24'
ATTACH 7/16 OSB SHEATHING ATTACH 1/2"DURATEMP TO WALL FRAMING WITH
TO TRUSSES WITH: 6d NAILS @ 6"O.C.AT EDGES. SUN DANCE SERIES #8 X 3"FLAT HEAD SELF-TAPPING
6d NAILS @ 6"O.C.AT EDGES. 6d NAILS @12"O.C.IN FIELD. SCREWS SPACED @ 24"OC. ��
6d NAILS @12"O.C.IN FIELD.
HEADER: 3/4"APA OR TECO RATED T&G • `
HEADER TO STUD-4-8d TOENAIL OR FLOOR DECKING.
4-16d END NAIL DOUBLED HEADER 2X6 STEEL JOISTS @ 24"OC
-16d @ 16"STAGGERED FACE NAIL ., '
TRUSSES A #10 X 3/4"PAN
@ 24"O.C. HEAD SELF-TAPPING \'� '
COLLAR TIE REQUIRED SCREWS(2 PER TAB)
""� - ONLY AT 12'WIDE AND ONLY IF' l l
/ � NO LOFT BOTTOM CHORD IS I 1 0 VENT HOLES @ 24"OC. ,
r. ,
s.'��-- ._ PROVIDED. J '
TRUSSES
@ 24"O.C. 4' OPTIONAL LEVELING BLOCKS
SINGLE CONTINUOUS TOP el*
PLATE ON LENGTHS UP TO 12', 2X6 STEEL TRACK EACH END -
- DOUBLE TOP PLATES ON
a LENGTHS GREATER THAN 12'
to, .
2
Nis,
N JOIST FOR OPTIONAL LOFT •
N -UP TO 10'WIDE=2"x6"SPF OR 1. STEEL SHED FOUNDATION:
2"x6"16 GA STEEL JOISTS. 2X6 16-GAUGE STEEL TRACKS G210 ZINC COATED
-10'TO 12'WIDE=2"x8"SPF OR 2X6 16-GAUGE STEEL JOISTS G210 ZINC COATED @ 24"OC.
4 2"x6"16 GA STEEL JOIST (SUPPLIER: ALLIED STUDCO (JOIST:600S162-054/TRACK:600T125-054)
24"O.C.
ICBO ER-4943P).
2. 3/4""APA"OR"TECO."RATED TONGUE AND GROOVE FLOOR DECKING. 24"
STEEL SHED BASE: WALL FRAMING TO BE 2X4 HF MAX PANEL SPAN. STAGGER PANEL LAYOUT
Eel
SEE DETAIL STUD GRADE @ 24"OC. 3. FASTEN PLYWOOD TO JOISTS WITH#8 X 1-5/8"SELF-TAPPING SCREWS
+ ■ - • SPACED @ 12"OC.NO BLOCKING REQUIRED.
UP TO 12'-0"WIDEI 4. FASTEN SOLE PLATE THROUGH FLOOR PLYWOOD INTO JOISTS AND TRACKS
'n i EARTH ANCHORS FOR THIS SHED ARE OPTIONAL.IF WITH 3/16"X 3"GALV HEX HEAD SCREWS @ 24"OC.
REQUIRED BY THE LOCAL BUILDING OFFICIAL, 5. ALLOWABLE FLOOR LIVE LOAD:75 PSF FOR STEEL JOISTS CONTINUOUSLY
BUILDING SECTION ANCHORS ARE AVAILABLE AT TUFF SHED.SEE SUPPORTED.50 PSF FOR JOISTS ON BLOCKS AS SHOWN.
0 SALESPERSON FOR PRICING. 6. USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL BUILDING:
SUGGESTED SIZES:1-1/4"X 8"X 16", 4"X 8"X 16",OR 8"X 8"X 16"BLOCKS
UNDER JOISTS @ 10'-0"OC MAXIMUM.BLOCKS UNDER TRACK
SINGLE TOP PLATE SIDEWALL DOORS MAY NOT BE CRIPPLES CRIPPLE STUD SPACED @ 5'-0"OC MAXIMUM.
11°L CRIPPLES(IF REQ.) �/
AVAILABLE IN ALL AREAS KING STUD PRESSURE BLOCKS 4SHED BASE DETAIL
1/2"PLYWOOD SPACER � � TOP PLATEHEADERS FOR CRIPPLES(IF REQ.) A11Iliili
BUILDING CODE:
OPENINGS UP TO 3'-0" (2)2 x 4 1/2"PLYWOOD SPACER
HEADERS FOR 1997 UBC&2001 CBC
2 x 4 WINDOW SILL OPENINGS UP TO 4'-0" 2 2 x 4
OPENINGS 4'-1"TO 6'-0" 2 2 x 6 DESIGN LOADING
OPENINGS 6'-1"TO 8'-0" 2 2 X 8 c
,�,� or(2)1.75 X 51 "LVL ABag! , WINO SPEED &EXPOSUREbPSF.
TRIMMERS IKING STUD ROOF DEAD ROOF LIVE OAD 50 LO 0 PSF.� � TRIMMER '■ ■I OPTIONAL LOFT
FLOOR DECKING LOFT LIVE LOAD 40 PSF.
BASEPLATE BASEPLATE TRIMMER STUD 2 x 4 HEADER LOFT DEAD LOAD 10 PSF.
KING STUD FLOOR DECKING LAID FLAT
FOR WINDOW OPENINGS UP TO 3'-0' FOR OPENINGS UP TO 8'-0" FOR OPENINGS UP TO 4'-0"WIDE FOR SHEDS WHICH OTHERWISE MEET THE PRESCRIPTIVE
ON SUNDANCE SERIES SIDEWALLS ON SUNDANCE SERIES SIDEWALLS HEADER DETAIL FOR NON REQUIREMENTS OF THE 1997 UBC.ALL SHEDS CONSTRUCTED
Q
WINDOW HEADER DETAIL FOR DOOR HEADER DETAIL FOR LOAD BEARING WALLS ACCORDING TO STANDARD CONVENTIONAL CONSTRUCTION 120-03u-02
LOAD BEARING WALLS OLOAD BEARING WALLS OWIE'".• ''a METHODS
TUFF SHED®Inv*.
66 P.O.# THESE DRAWINGS AND THE DRAWINGS BY:
DESIGN ARE THE PROPERTY OF TUFF SHED,INC. Title. SHEET:
Customer. Drawn By.DPO TUFF SHED,INC. THESE BUILDING SECTIONS
Storage Buildings&Gara es Date:07/16/04 DRAWINGS ARE FORA SHED BASE
$ $ gIN HOUSE DRAFTING DEPARTMENT DETAILS
TUFF SHED,INC. Site Address: Checked By: BUILDING TO BE SUPPLIED AND 1777 S.HARRISON STREET HEADER FRAMING
2330 S.CASTLE HARBOUR PI.. Date: BUILT BY TUFF SHED. ANY DENVER,COLORADO 80210 DETAILS
ONTARIO, 91761 OTHER USE IS FORBIDDEN BY (303)753-TUFF GENERAL NOTES
(909)9664633 Building Size:wo"-moo."-mwr-xiR. Revised: TUFF SHED INC&THE _ . ._..____ _. ..
•
t'7-7:.-7,,1 _3
• gy�orrdl�w
w I/4 c.rn..: Fw n0.s..C6P AM R6wnr
C 1 i1 Corm,: Found 6"r IB"r 11"
RP'a:+ew eem.wrb
Granite Stone Wit or
N'SOe5Ty28.23'• - - - South edge of fence We FILED OR BEC^nnr0
en cent. w�i--- Q� 1 going South and West.
r,
3.49°09'2,28.37' 1 y ^` se/513'16.2 P.'-0UF5T CF
>> p�I./ „3.4"I'II
s.6z
�,.n unalss g✓ it.-'V /2
S89.13'19"E 2621.83' .21.I•µ `o ;
•N4 10.01' 500• 1001' 150.0' 150.01 100' 150.01' 150.0' 1500' 230.56' e l , • 31637' 31489' n•e" - ." •..r �.b' ° SHEET 2 OF 2 j et 21t5
0 gl is a .• 21. a FINAL PLAT
I aq• 1 1' -2
0l8 16 15 • I _
10.
A d �_ ;eee'e3' W ] O�CC]H[FO]E
- I �'." 2 .71 3 4 'R 5 •R 6 .°1 7 „, 8 9 10 " 366b9'a"E-R. _ 80193'0.5 ^ R! 9°9^13'19'E
n '° r 31652• 31299 2°5.41' ��'1\_
€= t0•03°.0'0' o 1 ACRE T CTS
R=502 7! - o
7.715.6' R _P 14 a 2 2
:zzeu' 17 -
3d 0'
-fQA6 $ee546'eg'E---'t
- I !a°23'o9'E-R $s PT OF S.I/2 OF S.24,T,25N.,R.44E.W M.
�_ 130.21' Iso.d mod mod mord moo' mad mod .. ''1 •' 31211 " Z
262°° 65 SPOKANE ASHINGTON
S 509°2!'17'e 9123523.172E 9°9°2!'17.0 -Si I•. '- ;7' s7ps6n° '.A CO,'
R 33571' j - 11 TI1. AVENUE- o 423.91' - � rJ"� 3p7j0 a..e tp_26.a - ;p
L1 1°9.76' I90YI' I 2 - :t '' L:139.d 3 -a N SCALE:I.=100 MAY X1974
9 n 128 re' 1500' 1300' 19021' 1. /1 1297°'
t r �• f? _q N1.59' err 79 rJ,p 4, 0 13 L=271.77'
),`b' P,g - 10617. 30• �• �' g M 05 ADAMS ENGINEERING
`b. 'e pp, R'1 ` f e•l5550'od� 18 "O Civil Engineers i Lent surveyors
R6210.66' S-' a' _
2419 SPOKANE,
Ave. 6246915
20.Pd .d g I 24 L.95636' . H.2 a .6'
°9'1' / n 3317 947"f R 0 SPOBANE,WASH.99202
>•, r
o =0 -P n b o
ft I 2 e 7 a 8 9 . 10 r, I 803525'17"E a v 12
a A .1 279.m q
3:.
19 �° a ' s0,e $
a •6 / ~ °pbb P°f�A
IF
S 23 3000 hki'!
1300' 1500' 100' 1508' 1500' 150 0' i Z 11 5 432
300.0' II
3000' 30)63' 569°23 17 E S ° 23.
•
ses°xY17.. 20 3 3 o
O 8 ss9 2`-' 360 4bob°e S
r$ 3 23
2s'25' 6 6 II J° a e g
• 0 f I
2•
R 10 +/ 6
909623.172E ' •- 963523 7"E 3°.3.230.,-2 Q 2 -
2760 2750 3000
0, '
- 22 = S 21
° 4 5 e 12 5 g•' E r
6
§a 213,,'
325.0' 32663' 3000' 9 31. /
150.0 1300' mod 1500' 350.0' 3060 aQ
.� 170.38' 300 '
t e:41455" e n (S79e�...E 371.71') 260.71166.!2' /�
R=4µ5B
13 T:70.52
_ L•m931' e. r•
- 3 - 8 8
V N o X ^ a ao o o,� GJ �.-. \
18 •8 17 =A 16 •. 15 a: 81/9623'17.2 _ 908°23'17"E 4,y0 330 .R, \
p� ` 3x0°2' 313.62' S "� 0 8 2V
_ °j
I- 8_ - 1 t R.4255..50P" 4 -A W 7 9 "'°j 2� \
14 7=7o.d :8 w r v BOUNDARY CLOSURE
s=136.70' o r Dearing Distance North South East West
a '"RI J. +Y° ,.1' ,a,q^J.' 3 06.0 f / '.6 5 �C.1 N. NORTH 1991.12 1991.42
\1 130.21' Mao' 150.0' IsOo' 20032' I o 25774' 4 0 v Q 58713.19.E 2621.83 35.60 2621.59
58.0,' /
_ s6 n'E I4 TI I. AVENUE - _933°2!n'E 3i p I S f119'26W 655.99 655.98 3.71
10 S 8714'32'2 1333.85 17.64 1333.73
30770 R _ 6 S 0126.17'W 1326.88 1326.84 10.14
4. mem 1300 moo 160.0 1500 100.0 1600 1 16742 232, N89"16'44W 1331.20 16.75 1331.09
•�_. 5 1'J>' 3�0oy" 1° \ N 89.23.17'W 2610.52 27.88 2610-37
.Id al zd toss nqe.R 2542 63 ',kis Y+.''t S.
- \ \
T:125.0' 31 hP
b
p3. -Q]..
L . 371
.24s.n' Jt>;. 11 18 ^ Totals 2036.05 2036.06 3955.32 3955.31
a 0 , W t>>,
a ;Imo
I 2 'g 3 4 8 5 °g 6 7 ga 8 0lft 9 m ••gni.- Q A
1 :i'l e.�,''R`T , to 255690" *>f
I
a ��
y I e ` - L:196x' `
10 0 12 ar .:
moo' 1600' moo' 1 313.d mad 100' 3 160.' 184.2' 10.0 309.23'17"E 9 a 38/523'17"2 a --_______ __
3I9.3I'
gg 3000
11
gl m I
II �I 13
•! ,�. Yo R e lea
3 g�' 9 g 21 gg 20 •§ 19 18 =8 17 =a 16 15 2$ 14 W 13 '^i^ r Legend:
d gm•
2"3.9{ 01 n :'� 80315317,E ,a.3. 899523'IT'E
6 $& r i 300°' I
Set Monument(Iron Pipe W/Cone.Collar) •
E+ 3- '- Set Iron Pipe,rood centerine o
8.1 1 I 9 1 I Set Iron Boundary
Line
corners 1
`Bata 2 Z P rn I, �, 12 £ •- 14 = Plat Bourdory Line
1 -
d o. ,q 36' Ro _ !It
�'�A 0 4
13021 150.0' 150.0. 1504 1500' 160.0' 1600' $1.01' 1°00' 298.31'• fOI) ?o 260.0'
=173 [44� R 16 TH. AVENUE seg 23.172E 770o' -
V
-2 889.23.17.E m00' I20052'
? 25 R N89'2317 W 2610.521
Y / � I - -- 8 S 1/1 Corner, Found 3/4"Iron Pipe
•
k,