HomeMy WebLinkAboutBLD96-0302 Final Garage and Carport - BLD Permit / Conditions - 7/19/1996 Permit No. �JU�gb'O?jp2
MASON COUNTY
BUILDING PERMIT APPLICATION
426 W. Cedar/P.O. Box 186, Shelton,WA 98584 427-9670/1-800-562-5628
PLEASE PRINT yy� //11� I ^,,_ .1
#11.wrier M y' W��M� �*�N Phone# 360-Z-1 5-qZ-74
Site�ddre s l�E �'fD MAX 6 L.A R - Fire District# Z
City 6lrAI St�Zp �Z�
Directions to Job Site OUP' 0 L b �( A of v %Z /ni Lr6 - s U�t/� c u�,�
-j9R1b6 E - /V,!5 � /P D p'O LFF" -M,4AE5 4 Rbkd— EO ZN / Oy7 QC0
iffE4e.6 - ?- iyN& egFy iyovic-
Owner Mailing Address 090 13�iC �t£3
City g � t;9 St wA-S H ZiD- '76'5Zg
Lien/Title Ho er ��h y Q SA-UrN'QS
Address &,K 337
City � le St W145 HZip 96-2g
#2 Cactor Name SE /` Contractor Reg#
Address Expiration Date
City St Zip Phone#
#3 If septic is located on p ject site, " clude records.
Connect to Septic? P is Water Supply Well
Connect to Sewer Sys Name of System
(if residential, proof of potable water is required)
# Parcel No - - o�3'�D-mil , OOUaO
Legal Description 156 Q % /�t,c� X
#5 Building Square Footage: (existing/proposed)
1st FI / 2nd FI / 3rd FI / Loft /
Basement / Deck / #bedrooms / #bathrooms /
Gara / /S Carport / (Circle:Attached etached.
Other ���� sq.ft. /
#6 Use of building 24'1y/lly 20A-9- +` ZZ O ff /2 Z RIIP Describe work Po� e
n
o VW-'CAW- ems.
#7 Type of Job: New Add Alt Repair Other
#8 MOBILE/MANUF CTURED H E INFORMATION
Model Year Mak Model
Length Widt Serial No.
#Bedrooms # throoms Type of Heat
Purchase Price$ G
f� 14LLE,v A 6W �z aw�y �o�VV'
goIndicate b circlin the a licable source if an water is on or adjacent to subject property:
PP Y
River on C Creek tream Wetland Lake Marsh Saltwater Seasonal Runoff Other
Show following on the site plan
Lot Dimensions Flood Zones
Existing Structures Fences
Structure Setbacks Driveways
Water Lines Shorelines
Drainage Plan Topography
Septic Systems Wells
Proposed Improvements Easements Indicate Directionahy (N, S, E, W)
Name of Flanking Street
Name of Fronting Street in relation to plot plan
APPLICANT TO DRAVV SITE PLAN BELO 4
j,�}f,Z t4,,C pS t q F t
APPLICANT TO DRAW TOPOGRAPHY PROFILE BELOW
bOWA) 4,
3
9
Y �/
Plumbing Fixtures ($3 each) Egg Mechanical Fixtures ($6 each)
No. Toilets CIRCLE FUEL TYPE: Gas, Electric,
Bath Basins Heatpump, Other
Bath,Tubs Units Fees
Showe _ Furn BTU
Hot Wate Htr _ Heatpumps
_Laundry Wa her _ Vent Systems
Sinks _ Spot Vent Fans
Floor Drai NgL Boilers/Compressors
_Laundry asins _ HP
Dish sher Ng, Air Handling Units
Di osal _ cfm#
rinals Ng, Fire Protection Systems
Other _ Auto. Fire Alarm Sys 50•00
Fixed Fire Supp. Sys 50•00
Permit Basic Fee 15. _ Auto Fire Sprink Sys 255•00
TOTAL PLUMBING $ Other
Gas Outlets
Wood, Gas, Pellet Stove
k
NOTICE: THIS PERMIT BECOMES NULL AND VOID IF
WORK OR CONSTRUCTION AUTHORIZED IS NOT COM-
MENCED WITHIN 180 DAYS OR IF CONSTRUCTION OR Permit Basic Fee 15.00
WORK IS SUSPENDED OR ABANDONED FOR A PERIOD TOTAL MECHANICAL $
b OF 180 DAYS AT ANY TIME AFTER WORK IS COM-
MENCED.PROOF OF CONTINUATION OF WORK IS BY
MEANS OF A PROGRESS INSPECTION.
i OWNERS AFFIDAVIT CONTRACTORS AFFIDAVIT
t
I CERTIFY THAT I AM EXEMPT FROM THE REQUIRE- I CERTIFY THAT I AM A CURRENTLY REGISTERED
MENNS OF THE CONTRACTORS REGISTRATION LAW CONTRACTOR IN THE STATE OF WASHINGTON AND I
I RCW 18.27, AND AM AWARE OF THE MASON COUNTY AM AWARE OFTHE ORDINANCE REQUIREMENTS REGU-
ORDINANCE REQUIREMENTS FOR WHICH THIS PER- LATING THE WORK FOR WHICH THE PERMIT IS ISSUED
MIT IS ISSUED AND THAT ALL WORK DONE WILL BE IN AND ALL WORK DONE WILL BE IN CONFORMANCE
CONFORMANCE THEREWITH.NO CHANGES SHALL BE THEREWITH.NO CHANGES SHALL BE MADE WITHOUT
MADE WITHOUT FIRST OBTAINING APPROVAL FROM FIRST OBTAINING APPROVAL FROM THE BUILDING
THE BUILDING PARTMENT DEPARTMENT.
X OWNER X BY
DATE DATE
I
II OIr �QNI.Y':Atilt y,.>..:;:;:: : .. .• ..... ...... �,-- �
DEPARTMENTAL REVIEW
FOR OFFICE USE ONLY
Approved Cond. Hold
Approval
Planning:
v
Environmental Health: OWNER/BUILDER TO ASSUME ALL
RESPONSIBILITY IF DRAINFIELD AREA
IS ENCUMBERED.
Building Plan Review
Occupancy Group: Type of Const:
Fire Marshal:
Other:
Special Conditions: �t 52 Z .a FEES
L
Building Permit ( ( Z
Plan Check ?
Plumbing Fee
Mechanical Fee
Wood/Gas/Pellet Stove
Radon Monitor
Violation Fee
Site Inspection
Building State Fee
Other
Other
gj 2-4Building Valuation: TOTAL FEE
THIS PARC EL
INCLUQES
PLANS, BLUEPRINTS
OR OVERSIZE
IMAGES
LARGEFORMAT
IMAGES HAVE .BEEN. STORED IN
FILE CABI.NET(S) .UNDER
PARCE-L--_NUM�€R
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NOTE: SEE TRUSS DRAWING FOR DOUBLE TRUSS BLOCKING REQUIREMENTS
NO DOOR OPENINGS OTHER THAN SHOWN. 3068 DR 1OX10 OH DR 1OX10 OH DR
6"
(OPEN)
Dal c�C�:AALH GM
PURLIN 0 24 O.C. GABLE END RAFTERS
2x6 MSR 1650 2x8 DFIR #1 :Jul
NAIL EACH PURLIN TO 2x6 SOLID BLOCKING
p BLOCK W/2-20d FROM PURLIN CUTOFFS ju
N Z TOENAIL PURLIN TO EA TOP NAIL THRU TOP CORD
W IL CHORD W/1-20d (TYP) W/3-20d (TYP)
0
v 12'-0" PURLINS 12'-9" PURLIN 12'-O" PURLIN 12'-4 1/2" PURLIN
i
COLUMNS ENDWALL COLUMNS
b 6x6 HEIR #1 6x6 HEIR #1
(1 READ EA WALL)
d
(V
Ini
1111
I Z
A
x0 W PREFAB ENGRD
IL TRUSSES TYP
O
v �
IF
FF
0
VXBLE END RAFTERS CORNER COLUMNS Ib
10 DFIR SEL STR TRUSS BEARING COLUMNS 6x6 HEIR #1
6x6 HEIR #1 (4 REOD) MI
6 REOD
,I
(OPEN)
1 8" 12'-0" 1 2'-O" 12'-0" 12'-0"48 -0"
END WALL
#10x1" SCREWS
® 9' O/C (TYP)
PURLIN 6-20d EA
SIDE (TYP)
END COLUMN
4-20d (TYP) 2x8x IS"
BLOCK W/
1 Od ®1 2" OC 12 -20d
EA SIDE
2x6x 12" BLOCK W/
2x3 "T" BRACE 6-20d (EA SIDE)
(1 ROW) IN LINE
W/END COLUMN
A END WALL SECTION � INT P&R FRMG
N
H
= METAL SALES PRO-PANEL II OR EQUAL
❑ 016N'* GRADE E STEEL
J SIDING & ROOFING, FASTEN W/I•CAD. 4-20d EA. RAFTER 12
PLATED SCREWS Q 9' O/C
> RIDGE CAP- FASTEN W/ 9
STITCH SCREWS AT OVERHANG
LJ 4-20N EA ALTERNATE RIBS PURLINS
SIDE <TYP> FOAM CLOSURES
❑ 4-20- SIDE>
L OUTRIGGER
SAVE GIRT
N
N
2x 8 BRG BLK EA. SIDE
2X3 T BRACE W/10-20d
5/8'BOLT L 4-20D<EA. SIDE>
W THRU TRUSS. DO NOT DAMAGE
TRUSS PLATE
Q 2X8 GIRTS W/2-20d EA. END
IV 2X6 BLOCK W/2-2001 1850 MSR 21 21 /16'
D THRU EA TRUSS FACE
> 2x 6 x24 BRG BLK
❑ w/18 -2od
m
N a
.•I
h 1-L/4'MIN
J 1-1/4' MIN EGDE DISTANCE
W 2-1/2' OC
W
f
0
A
13
J
GRADE
14' CONCRETE SLAB W/04 HAIRPIN THRU COLUMN
\O
2X10 PT SKIRT BOARD
O 24" DIA CONCRETE FTG <TYP>
I
d'
SHT 1 of 2
M & W BUILDING SUPPLY GARY & COLEEN JOHNSON — — a11'T>?
CUSTOM POLE BUILDINGS
'
24 'WIDE x 48 'LONG x 12 'EA V E BELFAIR WASHINGTON MASON 22175 S. HWY. 99E
C0 CANBY, OREGON 97013
ROOF LOAD. LIVE 25 PSF 6x ROUGH SAWN POLES TREATED TO 0.60 RET W/ CCA (503 263-6953 -
TYPE C. SLAB & HAIRPINS SHOWN FOR CONSTRAINMENT,
DEAD LOAD, 3 PSF (503; 268-7102 (FAX)
DESIGN, MIX, THICKNESS, CJ's, & REINFORCEMENT BY
WIND LOAD , 80 MPH EXP, B OTHERS. THIS STRUCTURE HAS NOT BEEN DESIGNED FOR
USE WITH INTERIOR FINISH MATERIALS SUBJECT TO BY, DATE-
TOd �J �G��
SOIL, ALLOWABLES DAMAGE OR FAILURE DUE LATERAL MOVEMENT . PLANS
I HAVE BEEN PREPARED TO BE USED EXCLUSIVELY WITH DDI/RM 3/4/96 °'`��`
FOUNDATION PRESSURE, ISOO PSF M&W BUILDING SUPPLY, INC. FURNISHED MATERIALS.
LAT. SOIL BEARING, 150 PSF DRAWINGS ARE FOR STRUCTURAL COMPLIANCE ONLY. .;
BUILDING DESIGN 1994 UBC THEY ARE NOT TO BE CONSTRUED AS HAVING BEEN
PREPARED FOR BUILDING USE, OCCUPANCY, FIRE-LIFE-
CLOSED BUILDING I SAFETY ISSUES REQUIRED BY LOCAL AGENCIES ❑R CODES. KIT M196161
i
I
y
1. ALL WORK SHALL BE ]NACCORDANCE WITH LOCAL CODES AND ORDINANCES.
AND-THE LATEST EDITION OF THE UNIFORM BUILDING CODES 6 X COLUMN
2. HOLT HEADS & NUTS BEARING ON WOOD SHALL HAVE STD. PLATE 3/4" HOLE THRU COLUMN
WASHERS. BOLTS SHALL BE ASTM A307. BOLT HOLE DIA. SHALL BE 1/18' 1 - 1/2" M I N
LARGER THAN BOLT DIA.
3. STRUCTURAL STEEL SHAPES AND PLATES SHALL BE AMU A36 UNLESS
OTHERWISE NOTED. f
/ 4X5' REBAR
4. REBAR SHALL BE GRADE 40 UNLESS OTHERWISE NOTED. (U.O.N.) /k / 7- H R U COLUMN
5. CONCRETE FOR FOOTINGS f'o-2000 PSI; SLABS Vc-2500 PSI
S. CONCRETE FOR FOOTINGS AND BACKPILL SHALL BE CASTE AGINST NATIVE
4" CON C
UNDISTURBED SOIL OF THE SIZE AND SHAPE AS SHOWN ON DRAWINGS.
7. HEARING BLOCKS SHALL BE PRE-DRILLED PRIOR TO SETTING 20d NAILS FLOOR /7
8. 20d NAILS SHALL BE GALV. BOX TYPE 2 BEND EA 2'—3"
9. BOLT HOLES SHALL BE DRILLED 97RAIGHT AND PERPINDICULAR TO LEG AT 45'
THE COLUMN FACE TO ASSURE FULL BOLT BEARING
10. SEE TRUSS DRAWINGS FOR DOUBLE TRUSS BLOCK114G REQUIREMENTS
11. ALL ex TIMBERS SHALL BE ROUGH SATIN
12. NO OTHER MATERIALS SHALL BE USED W/O M&W BUILDING APPROAVAL
1 NOTES � HAIR PIN
#1 Ox1" SCREWS
® 9" O/C (TYR)
PURLIN
END COLUMN
4-20d
1 0d ®1 2" OC
#10xl" SCREWS CAD 9" O/C
2 x 3 "T" BRACE FASTEN AT EACH GIRT OR PURLIN
(1 ROW) IN LINE NTS
W/END COLUMN
3 END WALL SECTION � PANEL
GABLE END BUTT TOP 2X3 PURLINS NAIL BOTH PURLINS
RAF-TERTIGHT TO COLUMN
ENDWALL TO BLOCK W/
COLUMN GIRT PURLIN 2-20d (TYP)
2X3 BLOCK
TOENAIL
T BRACE THRU
0% r PURLINS
20d ® INTO TRUSS
OR RAFTER
12" O.C. TRUSS TOP CORD
NAIL TO SIDE (OR RAFTER)
OF ENDWALL NAIL BLOCK THRU TOP PURLINS
COLUMN TOP 2X3 RESTS ON CORD (OR RAFTER) PURLIN
W/2-20d 8c IS NAILED TO EA W/ 4-20d BLOCK
(TYR) BOTTOM CHORD (2 EA SIDE TYR.)
W/2-20d (TYR) DOUBLE TRUSS
(OR RAFTERS)
"T" BRACING D"TAIL 6 PURLIN BLOCK NAILING
5 (TRUSSED BUILDINGS ONLY)
SHEET 2 OF 2
M&W BUILDING SUPPLY
sortnn�c sorrix DETAIL SHEET
6x ROUGH SAWN POLES TREATED TO 0.60 RET W/ CCA
TYPE C. SLAB & HAIRPINS SHOWN FOR CONSTRAINMENT,
DESIGN, MIX, THICKNESS, CJ's & REINFORCEMENT BY
22175 S. HWY. 99E OTHERS, THIS STRUCTURE HAS NOT BEEN DESIGNED FOR
USE WITH INTERIOR FINISH MATERIALS SUBJECT
CANBY, OREGON 97013 TO DAMAGE OR FAILURE DUE TO LATERAL MOVEMENT.
(503 263-6953 DESIGN FOR LOW RISK BUILDING W/ INFREQUENT
HUMAN OCCUPANCY, PLANS HAVE BEEN PREPARED
(503� 266-7102 (FAX) TO BE USED EXCLUSIVELY WITH M&W BUILDING
SUPPLY, INC. FURNISHED MATERIALS.
I
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