HomeMy WebLinkAboutBLD2018-00531 Pole Bldg, Carport - BLD Application - 5/22/2018 *W4
MASON COUNTY COMMUNITY SERVICES Permit No: _ �rPEE(R�MIT ASSISTANCE CENTER:
FIRE MA
UttD 111 t A 8 8 4 �D,WRSHAL n. RECEIVED
Phone Shelton:(360)427-9670 ext.352 • Fax.,(360)427-7798 Phone
Belfair.(360)275 4467• Phone Elma:(360)482-5269
BUILDING PERMIT APPLICATION MAY 2 2 2018
PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATIM W. Af Stteet
NAME: lfi NAME:
IN MAILG ADDRESS: 1.- CI MAILING ADDRESS:
CITY: •"'tr�>�51 STATE: O ZIP: CITY: STATE: ZIP:
PHONE#1: -W(p3 PHONE: CELL:
PHONE#2: EMAIL;
EMAIL:f✓rYt'CL1�YT(d?(C�+LC�9l,1' h- L&I REG# EXP.
CONTACT PERSON : OWNER);J, CONTRACTOR❑ OTHER[]
NAME: �� 0 '-) MAILINGADDRESS: ZLg"�;)
CITY:�rr+rne�.r'{�►1 STATE:A�ZIP: 07 PHONE: CELL:�42-5 2 i�Y00-;S
EMAIL: ' '+o-
PARCEL INFORMATION:
PARCEL NUMBER(12 Digit Number) ZONING I)1—94f5
LEGAL DESCRIPTION(Abbreviated)�YAG} j O � 1.1=_ FFIRE ISTRICT
SITE ADDRESS ZOIQ &.4- 19, n Gi j CITY
DIRECTIONS TO SITE ADDRESS 440 Mli-e 0.l i-))
IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES[] NO�
IS PROPERTY WITHIN 200 FT: (Check all that apply):
SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑
TYPE OF WORK: NEW x ADDITION ❑ ALTERATION❑ REPAIR❑ OTHER ❑
USE OF STRUCTURE(Residence,Garage,Commemisl Bldg,Etc.) V ! '
IS USE: PRIMARY❑ SEASONAL NUMBER OF BEDROOMS Rr NUMBER OF BATHROOMS
HEATED STRUCTURE? YES(Whole Bld ❑ YES(Part[s]of Bldg)❑ No
DESCRIBE WORK Ule. l E'fil r Q� YC��( Wt��- \\.2� yob �-(- S"L''2�C
(Valuation/Project Bid Amount:S
SOUARE FOOTAGE:
1ST FLOOR sq.ft. 2ND FLOOR sq.ft. 3RD FLOOsq.ft. BASEMENT sq.ft.
DECK sq.ft. COVERED DECK sq.ft. STORAGE sq.ft. OTHER sq.ft.
GARAGE sq.ft. Attached❑ Detached❑ CARPOR L 'C� sq.ft. Attached❑ Detaehed'�r
MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED*
MAKE MODEL YEAR LENGTH
WIDTH BEDROOMS BATHS SERIAL NUMBER
OWNER acknowledges that 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 and I further declare that I am entitled to
receive this permit and to do the work as proposed.I have obtained permission from all the necessary parties,including
any easement holder or parties of interest regarding this project. The owner or legal representative,represents that the
information provided is accurate and grants employees of Mason County access to the above described property and
structure(s)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.
P OF F C NUATION OF WORK ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS
ERMIT LI TION OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON
COUNTY CODE 14.08.42)
X �
nature of OWNER(Must be signed by the OWNER) Date
DEPARTMENTAL REVIEW APPROVED DATE DENTED DATE TAGS/NOTES/CONDITIONS
BUILDING DEPARTMENT JTz —16-1 fir
PLANNING DEPARTMENT
FIRE MARSHAL
PERMIT SPECIALISTS ntake: lanner: 1ADvroved&Readv for Pick-UD:
Visituson-line: http://www.co.mason.wa.us/community_dev/ Re. 7127201E by JBN
Name Parcel# 172Z to WpM BLD#)4/�� (-) Of
—
Mason County
BI LD 11"artment of Community Development
SmaParcel Stormwater Management Application/Worksheet (page 1 of 2)
Per Mason County Code,Title 14,Chapter 14.48 a stormwater site plan is required whenever a building application is
made for residential development,or redevelopment',with more than 2,000 square feet of impervious surface2.
'Redevelopment means,on an already developed site,the creation or addition of impervious surfaces,structural development
including construction,installation or expansion of a building or other structure,and/or replacement of impervious surface that is not
part of a routine maintenance activity,and land disturbing activities associated with structural or impervious redevelopment.
2Common impervious surfaces include,but are not limited to,rooftops,walkways,patios,driveways,parking lots or storage areas,
concrete or asphalt paving,gravel roads,packed earthen materials,and oiled,macadam or other surfaces which similarly impede the
natural infiltration of stormwater.Open,uncovered retention/detention facilities shall not be considered as impervious surfaces.
To Calculate Impervious Surfaces Please Complete This Table
Surface Type Length X Width = Area *All dimensions in feet
Buildings X 30 = 5A)
X = �� Measurements for buildings are taken at the
—1 perimeter of the farthest projections (example:
X = eaves/gutters)
X =
Driveways X =
X Length of drive begins at the right of way
X =
Parking Areas X =
L X = Any paved, gravel or packed area per definition
above table
X =
Patios/Walks X =
X = Any paved, gravel or packed area per definition
above table
X =
Others X =
X = If the total impervious area of the proposed site
X = development is greater than 2000 square feet a
Small Parcel Stormwater Site Plan is Required
Total Impervious Surface Area (sum of all areas)
If the Total Impervious Surface Area is LESS THAN 2000 Square Feet,please read,acknowledge and sign below.
Based Upon the information you have provided a Stormwater Site Plan IS NOT required for this development activity.
Owner/Builder/Agent Acknowledges that submission of inaccurate information may result in a stop work order or permit revocation.
Acrer
w em such is by signature below.I declare that I am the owner,owner's legal representative,or the contractor.I
fu ackn edge t at the information provided is accurate and employees of Mason County are granted access to the above-
de ribed pro erty fo review and inspection as may be re G /�
X Owner/ gent/Contractor(circle one)Date:
If the Total Impervious Surface Area is GREATER THAN 2000 Square Feet,please read,acknowledge and sign
the information provided on page 2 of 2.
Page 1 of 2
J .n-13-2018 08:43 NHS 42'5�-313-4203 1/2
3&0-
.MASON COUNTY center:60:.
► COMMUNITY SERVICES
ISUIId:I;U,P fin!I:O, C'dlC Irpl;Qtat he,)ifh.Qrr{rt nUairy NP.441I i• /I'
615W-Alder St.—Bldg.8,3halton,Wo98584 Date.RoV �u" 2
Phonc;(360)427-9670 cm.352♦17-im(360)427-7798
Fee: $130.00
Request for Administrative'Variance for
Reduction in the Required Setbacks
For admuiistrative review, the minimum variance on a setback request is 5 feet from the side yard lot
lines and 10 feet for front and rear lot lines or any access easement. Request for further reduction
requires a standard variance. Setbacks are measured from the furthest nroiection of the structure
1T1qj.0 roof eaves a utters.
Applicant/Owners: fi Oil
Mailing Address:
City: +'�� ���� State: 9, Zip•
Telephone: L25'Z oa '3
f 1
Erna,il:
If this reduction is tied to a building permit, please give permit case number.
BLD tt
Parcel Number(s): 2 W Q 0 Zoning
Site Address:
Requcsted setback variance:
ft. ❑ Front ❑ Rear ,Side
ft ❑ Front ❑ Rear 0 Side
ft, ❑ Front ❑ Rear ❑ Side
ft ❑ Front ❑ Rear ❑ Side '
Front Satbacls—Fran access easements and road right of Nays. Mininuint 10 feet.
Rear Setbacks—Fran the rear property line. Minimum 10 feet.
Side,Setbacks—From the side property Une. Mlnlnttrm 5 feet except far cerlaiii s/toreline designations.
An illustrated site plan is requited,
Your site plan must show the following: north arrow, abutting street or easements, and set backs to all
property lines and existing buildings, slopes, surface water,wetlands, critical areas, septic,well and
driveway, Show all proposed new development.
Jun-13-2018 08 43 %HS 425-313-4203 2/2
FRONT AND OR REAR WARD REDUCTION REOUES'I'S;
For existing lots of record as of March 5, 2002;
You must meet one of the following:
1) One of the following exists on the lot(check all that apply):
❑ a) steep slopes,wetlands, or streams present;
0 b) soils that restrict building or septic development;
❑ c) lot width at the front yard line of no more than 50 feet;
El d) lot size of no more than one-fourth acre;
❑ e) existing improvements of buildings, septic systems,and well areas.
STDE YAPI?. REJ2UCTION REQUESTS;
For existing lots of record as of March 5, 2002;
You must meet one of the following:
2) One of the following exists on the lot(check all that apply):
❑ a) steep slopes, wetlands, or streams present;
❑ b) soils that restrict building or septic development;
0 c) lot width at the front yard line of no more than 50 feet;
❑ d) lot size of no more than one-half acre;
he) existing improvements of buildings, septic systems, and well areas.
Explain how these circumstances preclude a reasonable development proposal from meeting the
setback standarsd�for Rural Residential 2.5, 5, 10, or 20 zones.
Pia 1 e `� t-et�yl�x, t� satires l oCol3�' G1 gI�
og .ore - )RJ.
Owner/Agent(please indicate)
Signature D to
Official,U,ce Only
Approved
<..
ief
Realaon'for dental:,"'
RECEIVED 1 �' •
MAY 2-2 2018
615 W.AkMr -
C.,x'�rtin'�
PLAN G Open
t
APP!R VED PLANNING
MASON COUNT CD PL
SITE PLAN REWI D TO B:E ON SITE
CHANGES SU61 T TO A PPROIV
�A V
By 12 Date--
Jr
pZA
44 � + N 47t
O-"
TOPOGRAPHY PROFILE:
�? /l Direction: ScaI Approval: for office use
Brtrifrtfi -Rerfnit number: ��J✓CT �J ��� Building:
� 1 "
Owner/Applicant: �® l r,y✓� 1— Date of Planning:
application: Env. Health:
u ber: . fill l V L1
s� A B 36 C D
GENERAL NOTES:
12 121.ALL CONSTRUCTION TO BE IN ACCORDANCE WITH 2015 12' N N I N G 2.ANY ERRORS,AMBIGUMES,OR OMISSIONS N DRAWINGS INTERNATIONAL AND/OR SPECIFICATIONS HALLL BE
REPORTED TO THE ENGINEER FOR CORRECTION BEFORE ANY PART OF THE WORK IS
STARTED.
�{ 3.CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF SITE CONDITIONS.INSTALLATION STANDARDS, E
AND CONSTRUCTION CONDITIONS. FIELD VERIFY ALL NECESSARY DIMENSIONS. DISCREPENCIES 0
1 ;^k —� ,�.l;h,13ETWF,EN SITE CONDITIONS AND THE CONSTRUCTION DRAWINGS SHALL BE CALLED TO THE ATTENTION
6 l 6x6 ' THE ENGINEER. WORK DONE WITHOUT THE ENGINEERS ALPPROVAL IS THE
6x
6x6 6x6 RESPONSIBLITY OF THE CONTRACTOR/SUBCONTRACTOR E
4.ALL FRAMING MATERIAL SHALL BE DOUGLAS FIR No.2 OR BETTER. HEM-F[R No.1 OR HEM-FIR No.2 MAY T^ p
BE SUBSTITUTED AS AN ALTERNATIVE. WOOD IN CONTACT WITH EARTH AND/OR CONCRETE SHALL BE Vl N
PRESSURE TREATED,0.6 RETENTION. CA-C15. N
?, 5.CONCRETE DESIGN BASED ON A COMPRESSIVE STRENGTH OF 2500 PSI AND NO SPECIAL NSPECTION
REQUIRED. RECOMMENDED CONCRETE STRENGTH IS 4000 PSI FOR DURABILITY ONLY. d M
6.WHERE NOTED ROOF SHEATHING SHALL BE PANTED 29 GA.RIBBED STEEL. O 3
FASTEN SHEATHING TO FRAMING WITH 1-1/2"#9 SCREWS W/NEOPRENE WASHERS
AT 9"GC.
7.WHERE NOTED WALL SHEATHING SHALL BE PAINTED 29 GA.RIBBED STEEL. lYl Z
z
2 6.6 6x6 0 FASTEN SHEATHING TO FRAMING WITH 49 SCREWS WITH NEOPRENE WASHERS AT 9"C/C. O O
6x6 6x6
8.(4)16d HOT DIP GALVANIZED NAILS MAY BE SUBSTITUTED FOR(3)20d. W A; & a
" SPECIAL NOTES ABBREVIATIONS
DESIGN LOADS: AB =ANCHOR BOLT
c-� CEILING LOAD: 5 PSF GALV=GALVANIZED p
ROOF SNOWLOAD: 25 PSF ev
GWB =GYPSUM WALL BOARD00
WIND SPEED: MPH,EXP C GLB =GLULAM BEAM
SEISMIC ZONE::D ^'
SOIL BEARING:1500 PSF HDR =HEADERMIT( =MNIMUM
� 16x6 6x; 6x6 6x6 �~
3 `- _ _' FINISHES off =o E1 TRAC
c
FOUNDATION PLAN 1. EXTERIOR WALLS: PT =PRESSURE TREATED
SCSJ =SAWCUT JOINT
SCALE:1/8"=1'-0"
29 GA.PREFINISHED METAL SIDING TYP =TYPICAL O
N OVER 2X6 GIRTS R m x
"+ 'WR =WELDED WIRE REINFORCEMENT 5 0 Z Z
co
2. ROOF: z o
B 's
29 GA.PREFNISHED METAL ROOFING c o u
2'
A B 36' C D 2' OVER PURLINS
�
O
12, 12' 12' W �
oaf
N rl
1 - ------------ - ------------T- ------------- _ a z
d't?---------+t r ^--
------- --Q ------ -----
x p cn M¢ a POST U N CA
N - ---------•w ---------_-_�W -- ---------x _
Q —� h
v ----------- ----------- O-G ------------=wdt — •. CONCRETE,GRAVEL OR
-----_-- L_
---- ---- —
FIRMLY COMPACTED SOIL o
^------- ------
o0 z r
44 ►-�
— -------------- ---- O \ A N
2 -------------- - D
C� _ ��64 O Q w ,• r (2)2x6x18"UPLIFTBLOCKS Y'WAS Z
000 Z— ----------- — ------ c e.
N w w w w G,
— — — ----------- ----------- �' — a'
z ____------ _z— —z— 6"CONCRETE PLUG OU 0
-- Ago H Q
------ ------------ ------ ---- w
---- a — 6x6\
°' ----------__o`. 18" SHED POSTS,EMBED 3' Sl51`ER�CS�� �r W 6
------ N ------------ H •f�NAL ti U N rA 0
.F- r ..F
3 ______------E- ----_ N ----------- 181, 6x6 CORNER POSTS,EMBED 3'
N — 24" 6x6 MAN FRAME POSTS,EMBED 3.5' skeet
1 OF 2
TYPICAL FOOTING 4' o' 4' 8' 12'
ROOF PLAN NOT TO SCALE S-1
SCALE:I/8"=1'-0" SCALE:1/8"=1'-0"
w s
T
2 3 2.A B 36, C D2,
12' 12' 12' I2' 12' 3 2 1
2 24 Y
12 12' ,2'
r- y o
V J
W
�29 GA.RIBBED STEEL Zrl NROOF PANELS W/5/8" DETA V 1 ,I N N
HIGH RIBS @ 9"O.C., DETAIL F—�
FASTENED W/#9x1-1/2" N
SCREWS W/NEOPRENE
WASHERS @ 9"O.C. O O o
0 ¢2¢ �
it it
II II �doo
II II it II
i l 11 11 u ui ul ui w a: 0..
u u u
REAR ELEVATION LEFT ELEVATION
SCALE:1/8"=11-0" SCALE:1/8"=1`-0" u u u
SECTION A N
3 2 1 2'D 36' B A2, SCALE:M"=1'-0" S-1
24' 2
12' <.
12' 12' 12' c
12
31—
TOP CHORD (2)PLY PRE-MANUFACTURED TRUSS
SET Or TOP OF POSTS W/(2) '� Z
2x6x30"SADDLE BLOCKS. 9 Q 2 O
FILLER AS NECESSARY.
c � x
29 GA.RIBBED STEEL 12 U d
WALL PANELS W/5/8"
HIGH RIBS @ 9"O.C., 13 (2)1-3/4"x9-1 2"LVL, C>
FASTENED W/#9xI-I/2" • V4 �
SCREWS W/NEOPRENE • • Z
Q Q
WASHERS @ 9"O.C. Q a
a
BOTTOM CHOAtt
RD • •
I I I I l i I I I I • (2)2x6x30" uU W '
(( I I I I I I (I I I 1 1 SADDLE BLOCKS
u u u u u u u Eye
FRONT ELEVATION RIGHT ELEVATION 4 N
SCALE:1/8"=1'-0" SCALE:VS"=l'-0" 6x6x30"STUB POST
6x6 POST W/(3)3/4"0 BOLTS TO
MAIN POST O
DETAIL L H
SCALE:1/2"=V-0" oo U
�R�gs a O O 00 cn
1 I g �
Y D8I
.� F wnsyC� Ov O O
(2)3/4*0 BOLTS 2x&24"CORBEL BLOCKS ►-�
W/WASHERS
W/(2)3!4"0 BOLTS TO MAIN POST
� W
A V N (� W
6x6 POST � .913
�C`��� � (�
�NAt, F ��1l0�1 aT OF2
DETAIL 1 2
4' a 4' 8' 12' /J�
SCALE:l,2" '-0• _ S-2
SCALE:1/8" 1'-0"
RECEIVED
MAY 2 21018
el W. Alder Street