HomeMy WebLinkAboutBLD2006-01150 Garage DDR2006-00229 - BLD Permit / Conditions - 8/4/2006 Inspection Line(360)427-7262
MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670,ext.352
Mason County Bldg. III 426 W. Cedar P.O. Box 186 r
IrP4 Shelton,WA 98584
RESIDENTIAL BUILDING PERMIT BLD2006-01150
OWNER: ROBERT HINCHCLIFFE
CONTRACTOR: LICENSE: EXP:
RECEIVED: 6/28/2006
SITE ADDRESS: 111 NE COLLINS PL TAHUYA ISSUED: 8/4/2006
PARCEL NUMBER: 223315200050 EXPIRES: 2/4/2007
LEGAL DESCRIPTION: COLLINS LAKE#3 TR 50
PROJECT DESCRIPTION: DIRECTIONS TO SITE:
Garage Belfair Tahuya Rd. to Collins Dr. , right to Collins PI. , left to 4th property on left.
General Information Construction &Occupancy Information Square Footage Information
No.of Bedrooms: Type of Constr.: V-B
Type of Use: SF Insp.Area: No. of Bathrooms: Occ. Group: U-1 Lot Size: Deck:
Type of Work: ACC Fire Dist.: 2 No.of Stories: 1 Occ. Load: Building: Garage-Detached 576
Valuation: Building Height: Occ. Status: Basement:
Manufactured Home Information Setback Information Shoreline&Planning Information
Make: Length: Ft. Front: N 75.0 Ft. Shoreline: Ft. Water Body: Collins Lake
Rear: Ft. Slope: Ft. SEPA?: No
Model: Width: Ft. Side 1: W 5.0 Ft. Shoreline Desig.: Not Applicable
Year: Serial No.: Side 2: E 65.0 Ft. Comp. Plan Desig.: Inholdin
Plumbing Fixtures Mechanical Fixtures FEES
Type Qty. Type Qty. Type By Date Amount Receipt
Plan Check Fee KKK 6/28/2006 $154.21 S22006000
EH Plan Review TW 7/10/2006 $35.00 S12bb6bbb
Building State Fee RTB 8/1/2006 $4.50 S12006000
Building Permit Fee RTB 8/1/2006 $237.25 512006000
Total $430.96
BLD2006-01150 Please referto the following pages for conditions of this permit. 1 of 4
CASE NOTES FOR
BLD20 0 6-01 1 50
CONDITIONS FOR
BLD2006-01150
1) This parcel is located in a smoke management zone. Please contact a fire warden at (360)427-9670 ext. 459 for further information.
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2) Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division.
There are potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at
1-800-647-0982. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law.
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3) The international code requires a fire apparatus access road for every facility, building, or portion of a building that is more than 150'from an approved
access road. Roads are required to meet the minimum Mason County Fire Marshal standards for Fire Apparatus Access Roads up to the point where
such roads connect with a county maintained public road or to another fire apparatus access road which connects to a county maintained public road.
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4) A Road Access Permit or Approval must be granted by the Mason County Department of Public Works. For more information contact Public Works, at
(360)427-9670, ext. 450. The building permit will not be"finaled" until the permit holder can show proof that the access permit from Public Works has
been "finaled" and approved.
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5) Owner/builder assumes all responsibility if drainfield/reserve area is encumbered. X
6) Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure.
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7) Water quality is not to be degraded to the detriment of the aquatic environment as a result of this project.
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8) Prior to final approval, all upland areas disturbed or newly created by construction activities shall be seeded, vegetated or given an equivalent type of
erosion protection (silt fencing or straw matting). X E,47
9) By definition, propane tanks and heatpumps are structures, which must meet setback conditions. Please check your"Approved Site Plan"to ensure
these structures meet the setback conditions listed.
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BLD2006-01150 Please referto the following pages for conditions of this permit. 2 of 4
10) Landings and stairs must meet the same setback conditions as any permitted structure; and, must be shown on your site plan. Please check your
"Approved Site Plan"to ensure these structures are shown and meet the aetbac�<conditions listed.
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11) All other necessary permits from Mason County, Washington State and/or Federal Agencies that are required for this proposed development and
construction must be obtained PRIOR TO SAME DEVELOPMENT AND CONSTRUCTION. X o lam, At-
12) All approved plans are required to be on-site for inspection purposes. If an inspection is called for and plans are not available on site, then approval will
not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and must be collected by the Building
Department prior to any further inspections being performed or approvals granted.
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13) In accordance with international codes and Title 14, Mason County Building Code, "Standards for Fire Apparatus Access Roads,"all new structures that
require an address shall have approved numbers or addresses located at the beginning of long driveways when the address is not clearly visible from the
access road. The numbers shall also be plainly visible and legible from the street or road fronting the property and shall contrast with their background.
Mason County Building Department requires that this be completed prior to calling for any site inspections. A re-inspection fee based on rates as adopted
by the jurisdiction and the international codes will be assessed if the owner and/or contractor fail to post the address on site prior to requesting
inspections.
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14) The plan review check list and corrections are part of the approved plans and must remain thereto. It is the responsibility of the applicant to make the
corrections indicated on the plans. Once the plans are marked "APPROVED", they shall not be changed or altered without authorization from the Building
Official. The permit holder is responsible to retain the complete approved set of plans on site for the duration of the project. Failure to comply and/or
removal of approved documents will result in failure of required building inspections.
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15) This structure is approved as un-heated space. If at any time this building is to be used for anything other than what it is approved for, a change of use
permit shall be applied for, reviewed and approved prior to the change.
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16) THE FOUNDATION SYSTEM SHALL BE PLACED ON UNDISTURBED, NATIVE SOIL. X Plyr
17) The"approved"site plan is required to be on-site for inspection purposes. If an inspection is requested and the"approved"site plan is not on site, then
approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and shall be collected by the
Building Department prior to any further inspections being performed or approvals granted.
18 Concrete used for basement
e t walls, foundation walls, exterior walls, porches, carport slabs, steps exposed to the weather, garage floor slabs and other
vertical concrete work exposed to the weather shall have a minimum compressive strength of 3000 psi (IRC Table R402.2).
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BLD2006-01150
Please referto the followingpages for p g conditionsofthis permit. 30f 4
f9) This structure is limited to U-occupancy use only(private garages, carports, sheds, and agricultural buildings.) Any other use will be in violation of the
international codes and Mason County Regulations unless a "Change of Use" permit is applied for, reviewed and approved.
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20) All construction must meet or exceed all local ordinances and the international codes requirements as adopted and amended by Mason County and the
State of Washington. Occupancy is limited to the approved and permitted classification. Any non-approved change of use or occupancy would result in
permit revocation.
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21) All changes to"approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County
ordinance or regulation, must be reviewed and approved by Mason County prior to construction.
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22) CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND THE ADOPTED
BUILDING CODE.
The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance
with the international codes as amended and adopted by Mason County. Any corrections, changes or alterations required by a Mason County Building
Inspector shall be made prior to requesting additional inspections.
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23) All property lines shall be clearly identified at the time of foundation inspection. X
24) All building permits shall have a final inspection performed and approved by the Mason County Building Department prior to permit expiration. The failure
to request a final inspection or to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant with
Mason County ordinances and building regulations.
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25) All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may extend the time for
action for a period not exceeding 180 days, upon the receipt of a written extension request indicating that circumstances beyond the control of the permit
holder have prevented action from being taken. No more than one extension may be granted.
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26) Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners,
connectors, and flashing. Install metal connectors approved for contact with the new types of pressure treated material.
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This permit becomes null and void if work or construction authorized is not commenced within 180 days,or if construction or work is suspended for a period of 180 days at any time after work is
commenced. Evidence of continuation of work is a progress inspection within the 180 day period. Final inspection must be approved before building can be occupied. Proof of continuation of
work is by means of a progress inspection.The owner or the agent on the owners behalf,represents that the information provided is accurate and grants employees of Mason County access to
the above described property and structure for review and inspection.
OWN ER OR AGENT: „_ `67 �! _ ��/�//, DATE: _
F BLD2006-01150 Please referto the following pages for conditions of this permit. 4 of 4
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o CONCRETE - MECHANICAL - MANUFACTURED HOMECD Z
not$ By
J-� 0Footings 1 SetbacksGas Piping _
C� Interior Date B interior-Date B n
Y y bate �d—�-�,6 By r
oExterxx Date By Exterior-Date By Set-up �
- INSULATION�y
TI
Point Load 1 isolated Footings Date By m
BG/SLAB INSULATION
Date By Data By FIRE DEPARTMENT
Foundation Walls Floors Date By W
-
Date By Data By rn
DECKS �
FRAMING Wants Date By -t
Date By Data By PROPANE,TANKS
PLUMBING Vault Data By
Date By OTHER
Groundwork Attic
Date By Type,
Data By Date 8y
o.W.V DRYWALL Type.
Int Brace Well
Gate By W
Date By pate By
FINAL INSPECTION'
Water Line Fire S+epsration O
m Date By Data By Date By O
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Pass or Request Inspect. o
0 Type of Insp. Fail Date Date Done By Comments - -
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APPROVED
MASON COUNTY DCD PLANNING'
SITE LAN R7QUIRED TO BE ON SITE
CF NGES SU' ECT TO AP PRO AL
Date tl 66
TOPOGRAPHY PROFILE:
_
------
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Building Permit number. Direction: Scale: r Approval:foroA9ce use
_ Building:
Owner/Applicant: �<.��..� w ,�- -
�� chc%',�,�� Date of Planning:
Parcel Number: application: Env. Health:
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Exterior
custom construction
1476 S. Scheuber Rd.
Centralia, WA 98531
Phone Number: (360)736-2753
Fax Number:(360)330-1335
Email: com *Note emails only checked twice weekly.
Fax Transmittal Form
To: m«o,� �s��-� tU l ���� From: Rhonda/Fred
Name: Date Sent: `1 3(-0�v
Cc
Phone: . Number of Pages:
Fax; L4,2-2- —11`r g
Message:
TfvLA
13 L-b ;1-000 - Cy S�0
COPY
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THESE PL.AN� MUST BE
ON THE JOB SITE
FOR INSPECTION.
MUST MEET ALL CURRENT
WASHINGTON STATE CODES
CHANCES
SUBMIT CHANGES FOR APPROVAL
Documents attac ed to Appf0i@d p1m: PRIOR TO PERFORMING WORK
lift-f4an A_C-,p
'cl-I -
Plan revid checkl
YEngineering: tel ag6h�1
Num / pesos
pae e S S �r� c . C� �� Full truss engineering must
be available on site at
framing inspection.
VENT
UNHEATEDAT 1 Sq Ft Per 150 Sq Ft
ST U BTU E
A continuous foundation is required
Found the entire Periruet., of
the structure.
APPN
MASON BUILDING INSPECTOR
CHANGES SUBJECT TO APPROVAL
��DATE
I
1t105.7 placemcnt of perenil.The building perrnit or copy thereof shall be kept Exception:Scaring studs not supporting floors and non bearing$tUdg
rm the$ite of the work Until the completion of the project, may be utility grade lumber, provided the studs are spaced in
it1063.1 Approval of construction documents.. One set of Construction accordance with Table R602.3(5),
,
docunxnts shall be kept at the site of work and shall be open to inspection by 8,ROOF-CEILING CONSTRUC ON
the building official or his or bet authori=d reprrsentative.
"02,10.5 Truss to wall connection.Trusses shalt be connected to wall plates
R1093 Inspection requests, 11 shall be the duty of the pertnit holder or their by the use of acnirrWed connectors having a resistance to uplift anot leas than
agent to notify the building official that such work is ready for inspection.11 290 pounds (79,45 kg-) and shall be installed in accop1m= with the
Shall be the duty of the person requesting any.inspcetions required by this n-anufActurer's specificationx-
eode to provide access to and means for inspection of such work.
9.ROOF ASSENMI..IES
6 WALL CONSTRUCnON
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R903.2 Flashing. Flaslrings Shall be installed in such a matmer so as to
Jdan l c id n. Load beating ditxtensien lumber for studs, plates and prevent rnoisttrm entering the wall and robf,
hesdda shalll be identified by a grade mark.
Grade-Studs shall be a rnWi utm No.3,standard or stud glade]urrrbe r_ Locations.Flasbinp shall be installed aatmall and roof intersections;wherever
there is a change in roof slope or direction;and around roof opertiagg,
REl ADFR CEL4R '
Thi
Spat of$ �4 6 18 . 20 2224
26 2 81 ' #.3- 0 z' 322 ' /aX34
.L$
3
612
A 4 2)2x6' )2x6' )2x6' (2)2x6' )2 x 6 (2)2x6 ) x6l 2r6' )2 x 6 (2)2x6' 2 x 6 (2)2x6r )2x6
D6 x6t z x6t x6' x61 x62 x6a x8 x$2 x8z x82 x82. x8E $ x8t x,8,a Y x8 z8r x82 10zx10z x10 l0 x10 xldz x10
/Ix7.5 3/ax7,5 /ax7.5 3ax7.5 /ex9 /ax910 x8' x102 x102 x102 x}Q ktOz „ L82 3f`x9G rL
..
B
' IB2 l_B2 LP x 2
9 9x7`5 / x9. /'x9 /ax4 / z /ax fax9 / 74 /az] S / x105 /ax1o.512 x102 x10z ax
LEs �sLl3s. GILB
LDa O = 1g2 LB2
!ax9. / x 2 3 A. . 1 . ..1 . 3/ax19_5 rx12 sx12 /rx1214 T lgN I 1 lD a 1:15 s3
/ax1Q5 3/r2]0 z ..GLB 13.5 /ax1350.5 . sO 2 /ax.13_S6 LB= 1�a s
'Vdl Co;rlpasidon Roofing and Tlvo Foot Overhangs/H F.#V Glue L..9egtlts 24F-V4
Foot _Number of cripple studs (1) 2(,2) 3(3)
VENT
AT 1 Sep Pt Per 150 Sq Ft
xab)e 602.3(1) aMpgL§cbedWe
DESCRIMON OF B><l"ING»NTS NU7►MER AND TYPE SPACIIVG OIL
OF FASTENERS FAMNERS
Tm or sole Plate to stud.and nail 2. 6d- , . ' . '
Stud to sole eite.toe nail 3 Sd or2-16d
noubic a fact nail l0d
Double to lazes,face nail l0d 24•
]c late to" . or blocleyia at btacod wait 3-16d 16"o-c.
rDrninimmn 24-4wli offset of end face nail in am 8-16d
Blocking etwom fists or raltm to late, nar7 3 Sd
at ram and' itux trail 2-1 odeader two with /2" 16d. lb"n c sl eaClt he2&r,two iexas. 16ds hmdc to s to6 rAilaser studs '1od 24"Nail each layer As followv
irders seat'!be3 us,2-inch lumber layers l od 32"ox.at top mid bottom
and staggered.Two nails at
ends rmd at cW,splioe,
Wood struanasl mls,wbfloor mofand wall st*Ain to and le wd wall siteathi to Yrmns'
/16"-it" 6d cotnanan nail aztbtloor,wall .8d comntton nar7 L"JY 2
1/`-t/� 1' .cotniitott tsarI oa 8d efarmeed nail 6 lz
THESE PLANS MUST BE '
ON -TH,E J06 SITE
FOR INSPE�TION,
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Generic Garage an dca�
I( ' Z) sR I6F-VVV-J �� aK
YX .
MAW OPENINGS ON MAN POV
��
x INCLUDE ALL DOORS a WINDOWS Q t I
eCRi INKS
16 17 3
''j]J I MANUFACTURED TRUSSE / INDICA ALL OPE 1NG5
d-i W 2xt� STUDS AT 2L•O.C. a s
r- o. 10'MAX WALL-HEIGHT
5"' PLYWOOD OR aSB SHEATHING
APA PANEL SIDING T BE
i, • 900 S.F. MAX WITHOUT ONI THE JOB SITE
IN'TEMOR BRACED WALLS ' Rjffi&*JLWT O N•
'•��.. INDICATE ALL OPENINGS
DIMEI`PssOJ`i "
a 36'-0- Max -- THESE PLAN'
F,�•-6'O.C.
j� ENT
az• MINa ON. THE � w°N� c sF ON
O 'I Zx TOP PLATE FQ OF FLAT
I
4 K,ATt:WASHER
y :• pirTERNA
` o HE R }I I I I MUST
Q, 1 I I I i (1)ROW> GALy.Box e-o.c. MEET •s c_
qu a� ti I I f . EDGES AND Ir O.c. FIELD I)#4 �
o IN STEM WALL
I i
.� 1r I
2 ull r s1 eng�ineerj g must II "
- a Ojlabl� on C e at GRADE
#4 BAR AT
f r l o n g lj it e f t �� APA RATED SHEATHING t$-D.C. w/
F7 11 I i J 3ia-MIN 2410 EXP 1, SHEATH STD HOOK
'MIN.
BOTH SIDES OF WALL IN TWO
b I I I I J STORY APPLICATlot1S Q NORIZ. 0 'o
A c'Oat,=IOUs�req •!
�
I I J mound the eat' perimeter of I I
ao 0 J_ dw stru re. I2•
I/Z-A-B..w/ 7'EMBEDMENT
c ' (2)AT u3 POINTS FOR ONE STORY-
CIS to (3)AT 1/5 POINTS FOR TWO STORY I
A C APPROVED HOOK,-END HOLDOWNS
c wit8D0#CAPACITY, FILL ALL HOLES SFt
A d� t6k
d 4E w Ct)Zx MA �b� 4 fJ�'j
PLY SHEAT4f AN 4+i ES R 4 Ski
111100W 0�4,ANGES FOR APPROVAL L
v�— MIf TO PERFORMING WO,,RJC
(2)$4 RE8AR (1)AT TOP.(1)AT BOTTOM
cONT, F"DAT10N,
TYP /� t1I, ql . L�.
r0,vet r V(0 S F " old S
",t C,r$�. y6- try_ 4 r Y5.
AT 1 �Q n Per 150 Sq Ft
Exterior Braced Wall Panel,4'0"min. (R602.10.3)
Alternate Braced Wall Panel 2'8"minimum(R602.10.6) _
Interior Braced Wall Panel,4'0"minimum(R602.10.3C7V
Exterior Corner Framing,two 24"panels (R602.10.5)
Lateral Restraint Panel,24"single story garage return wall
See attached details for additional information
Roof Beam[2003 International Residential Code(01 NDS)1 Ver: 7.01.01
By: rich balderston , mason county dcd on:08-01-2006 : 09:31:34 AM
Project: Hinchcliffe garage-Location:9'OH door hdrs.
Summary:
3.5 IN x 9.25 IN x 9.0 FT /#2-Hem-Fir-Dry Use
Section Adequate By:227.2% Controlling Factor:Section Modulus/Depth Required 5.11 In
Deflections:
Dead Load: DLD= 0.02 IN
Live Load: LLD= 0.05 IN = U2196
Total Load: TLD= 0.07 IN= U1491
Reactions (Each End):
Live Load: LL-Rxn= 450 LB
Dead Load: DL-Rxn= 213 LB
Total Load: TL-Rxn= 663 LB
Bearing Length Required (Beam only,support capacity not checked): BL= 0.47 IN
Beam Data:
Span: L= 9.0 FT
Maximum Unbraced Span: Lu= 0.0 FT
Pitch Of Roof: RP= 3 : 12
Live Load Deflect. Criteria: U 360
Total Load Deflect.Criteria: U 240
Roof Loadinq:
Roof Live Load-Side One: LL1= 25.0 PSF
Roof Dead Load-Side One: DL1= 10.0 PSF
Tributary Width-Side One: TW1= 2.0 FT
Roof Live Load-Side Two: LL2= 25.0 PSF
Roof Dead Load-Side Two: DL2= 10.0 PSF
Tributary Width-Side Two: TW2= 2.0 FT
Roof Duration Factor: Cd= 1.15
Beam Self Weiqht: BSW= 6 PLF
Slope/Pitch Adjusted Lenqths and Loads:
Adjusted Beam Lenqth: Ladj= 9.0 FT
Beam Uniform Live Load: wL= 100 PLF
Beam Uniform Dead Load: wD_adj= 47 PLF
Total Uniform Load: wT= 147 PLF
Properties For:#2- Hem-Fir
Bendinq Stress: Fb= 850 PSI
Shear Stress: Fv= 150 PSI
Modulus of Elasticity: E= 1300000 PSI
Stress Perpendicular to Grain: Fc_perp= 405 PSI
Adjusted Properties
Fb'(Tension): Fb'= 1173 PSI
Adjustment Factors: Cd=1.15 CF=1.20
Fv': Fv'= 173 PSI
Adjustment Factors: Cd=1.15
Design Requirements:
Controllinq Moment: M= 1491 FT-LB
4.5 ft from left support
Critical moment created by combining all dead and live loads.
Controllinq Shear: V= 557 LB
At a distance d from support.
Critical shear created by combining all dead and live loads.
Comparisons With Required Sections:
Section Modulus (Moment): Sreq= 15.25 IN3
S= 49.91 IN3
Area(Shear): Areq= 4.84 IN2
A= 32.38 IN2
Moment of Inertia(Deflection): Ireq= 37.85 IN4
1= 230.84 IN4
THESE PLAN-; MUST BE
ON THE JOB SITE
FOR INSPECTION.
Roof Beam[2003 International Residential Code(01 NDS)1 Ver: 7.01.01
By: rich balderston , mason county dcd on:08-01-2006 :09:29:19 AM
Project:Hinchcliffe garage-Location:9'OH door hdrs.
Summary:
3.125 IN x 6.0 IN x 9.0 FT /16F-V1 -Visually Graded Western Species-Dry Use
Section Adequate By:60.1% Controlling Factor: Moment of Inertia/Depth Required 5.13 In
Deflections:
Dead Load: DLD= 0.08 IN
Live Load: LLD= 0.19 IN=U576
Total Load: TLD= 0.27 IN= U397
Reactions(Each End):
Live Load: LL-Rxn= 450 LB
Dead Load: DL-Rxn= 204 LB
Total Load: TL-Rxn= 654 LB
Bearing Length Required(Beam only,support capacity not checked): BL= 0.37 IN
Camber Reqd.: C= 0.13 IN
Beam Data:
Span: L= 9.0 FT
Maximum Unbraced Span: Lu= 0.0 FT
Pitch Of Roof: RP= 3 : 12
Live Load Deflect.Criteria: U 360
Total Load Deflect. Criteria: U 240
Camber Adjustment Factor: CAF= 1.5 X DLD
Roof Loading:
Roof Live Load-Side One: LL1= 25.0 PSF
Roof Dead Load-Side One: DL1= 10.0 PSF
Tributary Width-Side One: TW1= 2.0 FT
Roof Live Load-Side Two: LL2= 25.0 PSF
Roof Dead Load-Side Two: DL2= 10.0 PSF
Tributary Width-Side Two: TW2= 2.0 FT
Roof Duration Factor: Cd= 1.15
Beam Self Weight: BSW= 4 PLF
Slope/Pitch Adjusted Lengths and Loads:
Adjusted Beam Length: Ladj= 9.0 FT
Beam Uniform Live Load: wL= 100 PLF
Beam Uniform Dead Load: wD_adj= 45 PLF
Total Uniform Load: wT= 145 PLF
Properties For: 16F-V1-Visually Graded Western Species
Bending Stress: Fb= 1600 PSI
Shear Stress: Fv= 175 PSI
Modulus of Elasticity: Ex= 1400000 PSI
Ev= 1100000 PSI
Stress Perpendicular to Grain: Fc perp= 560 PSI
Bending Stress of Comp. Face in Tension: Fb_cpr= 1050 PSI
Adjusted Properties
Fb'(Tension): Fb'= 1840 PSI
Adjustment Factors: Cd=1.15
Fv': Fv'= 201 PSI
Adjustment Factors: Cd=1.15
Design Requirements:
Controlling Moment: M= 1471 FT-LB
4.5 ft from left support
Critical moment created by combining all dead and live loads.
Controlling Shear: V= 588 LB
At a distance d from support.
Critical shear created by combining all dead and live loads.
Comparisons With Required Sections:
Section Modulus(Moment): Sreq= 9.59 IN3
S= 18.75 IN3
Area(Shear): Areq= 4.39 IN2
A= 18.75 IN2
Moment of Inertia(Deflection): Ireq= 35.14 IN4
1= 56.25 IN4
THESE PLAN._ 1VaU5T I3F
ON THE J0.13 SITE
FG ['ION.
go
pan
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MASON COUNTY PERMIT NO._ �
BUILDING PERMIT APPLICATION
426 W. Cedar• P.O. Box 186, Shelton, WA 98584
Shelton (360) 427-9670 • Belfair (360) 275-4467 • Elma (360) 482-5269 I
On the web www.co.mason.wa.us
APPLICANT INFORMATION CONTRACTOR INFORMATION
Owner Re F,Ai1"e /�' hG �c �' �r Company Name
Mailing Address •c'- /3-x 6� Mailing Address
City *y p.r f state (,11A Zip Code 7�3 City State Zip Code
Phone]60 '471 ��� Other Ph. Phone Other Ph.
Lien/Title Holder 1v 4 Contractor Reg. # Exp.
E mail address u." E Mail Address
Drivers Lic.# N'AI c14 I?w 66*7 J13 DOB 2 Z.35/ , ,g Drivers Lic.# DOB
SEPTIC /WATER SYSTEM INFORMATION - Connect to New Septic Existing Septic
Connect to Water System Name of Water System
Well Sewer System Name of Sewer System
PARCEL INFORMATION - 12 Digit Parcel No. 22 33 u z voosv Fire District �--
Legal Description 1-vt ° C_4,/,//ef Li k e 3 Sac 31, T23 M, R 1 Woo. M<.f•h caom gl/ (,U'f_yi
Site Address (Please include street name, street number and city)
Directions to site 13` f + " /74 Na Y" Rd 71 E./fir^s or R 44T 7a 6,1 1" f Lf,r LW�
Cj1H f"'rfr4- on A. e7
Will timber be cut and sold in parcel preparation?Yes No
Is property within 200' of Saltwater AL Lake River/Creek Pond
Wetland Seasonal Runoff Stream Slopes or Bluffs > 15%
Is this permit submittal the result of a Stop Work Notice,Correction Notice or other enforcement action?Yes No
TYPE OF JOB - New ). Add Alt Repair Other PRIMARY RESIDENCE [aSEASONAL ❑
Use of Building Describe Work `'�_' d'" '� ''"` h Y jG`r't c
No. of Bedrooms No. of Bathrooms Square Footage- 1st Floor 2nd Floor
3rd Floor Basement Deck Covered Deck Other Sq. ft.
Garage�_ti7i!�Attached Detached Carport Attached Detached
MANUFACTURED HOME INFORMATION - Make Model Year
Length Width Serial No.- No,-ef'8edrooms No. of—Batt rooms
Type of Heat -PGrchase Price$ / Replacement Unit,? Yes-r_o
Installer Name Certification No.
OWNER/BUILDER Acknowledges submission of inaccurate information may result in a stop work order or permit revocation.
Acknowledgement of such is by signature below. I declare that I am the owner,owners legal representative,or the contractor. I further declare
that I am entitled to receive this permit and to do the work as proposed in the application. I declare that I have obtained the permission from all
the necessary parties. If permission is required from any easement holder or any other party in interest regarding this application or the work
proposed in the application, I have obtained permission from them to apply for this permit and conduct the work proposed. The owner or
agent on owners behalf, represents that the information provided is accurate and grants employees of Mason County access to the above
described property and structure for review and inspection. This permit/application becomes null & void if work or authorized construction is
not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY
MEANS OFA PROGRESS INSPECTION.INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION.
X Date: Ja c 2 Sfl z ao 6
j wn /Owners epresentative/Contractor (indicate which one)
I
FOR OFFICIAL USE BEYOND THIS POINT Accepted by: - �. - Date (4� ULln
DEPARTMENTAL REVIEW APPROVED DENIED NOTES
Building Departmentf&9 2kZ 196
Planning Department l'
Environmental Health Department 4
Fire Marshal
FEES
I
Building Permit Fee Site Inspection
Plan Review Fee S1�/ EH Review Fee
Plumbinq & Base Fee �— Planninq Review Fee
Mechanical & Base fee Other
Wood /Gas/ Pellet Stove Fee State Fee s�
Violation Fee C' - /'0 6 Pre-Paid at Submittal
Valuation $ TOTAL FEES
MASON COUNTY .
DEPARTMENT OF COMMUNITY DEVELOPMENT
411 No. Fifth Street//P.O. Box 186, Shelton WA. 98584
360.427.9670 ext. 352 -
Request for
Administrative reduction in the Required Setbacks ($90.00)
For administrative review, the minimum variance on a yard setback request is 5 feet
from the side lot lines and 10 feet front and rear lot lines or right of way. Request for
further reduction requires standard variance. Setbacks are measured from the furthest
proiection of the structure.
Applicant/Owners: ,(?eberJ- w end Pe411 ;e M. 14 /ttc�lCc
Mailing Address: PC /3 3
City: Pam State: 64".vs h Zip:
Site Address:
Telephone No.: 6 2-
Parcel Number(s): 2 Z 3 3 Zoning In
h,n ldt Yam(
Requested Variance: Front / Rear • (Side Yard (please circle all that apply) U
Requested setback variance: FT.
An illustrated site plan is required:
Your site plan must show the following: north arrow,abutting street or easements,set backs to
all property lines and existing buildings, slopes,surface water,wetlands,critical area,septic,
well and driveway. Show all proposed new development.
The following circumstances must apply.
Front and or Rear Yard requirements:
1) Existing lots of record as of March 5, 2002;
You must meet one of the following. (Please circle all that apply)
2) One of the following exists on the lot:
a) steep slopes, wetlands, or streams present;
b) soils that restrict building or septic development;
c) lot width at the front yard line of no more than 50 feet;
d) lot size of no more than one-fourth acre;
e) existing improvements of buildings, septic systems, and well areas.
Side yard requirements:
1) Existing lots of record as of March 5, 2002;
You must meet one of the following. (Please circle all that apply)
2) One of the following exists on the lot:
a) steep slopes, wetlands, or streams present;
b) soils that restrict building or septic development;
c). lot width at the front yard line of no more than 50 feet;
(.d),-,Jot size of no more than one-half acre;
existing improvements of buildings,jseptic systems', and well areas
HAadministativevariance.doc (tw) February 05
Explain how these circumstances preclude a reasonable development proposal from
meeting the setback standard for Rural Residential 2.5, 5, 10, or 20 zones.
Owner/ gent (please indicate)
i nature and date
9
Official Use Onl y
Approved Date ! lib
Denied Date
Reason for denial:
HAadministativevariance.doc (tw) February 05