HomeMy WebLinkAboutBLD2005-01376 Final Pole Garage - BLD Permit / Conditions - 3/10/2006 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
IrpFrio Shelton, WA 98584
RESIDENTIAL BUILDING PERMIT
BLD2005-01376
OWNER: CHUCK ERNST
CONTRACTOR: TOWN & COUNTRY POST FRAME BLDS 425-743-1555 LICENSE: TOWNCPF099LT EXP: RECEIVED: 8/11/2005
SITE ADDRESS: 1711 NE TOONERVILLE DR BELFAIR ISSUED: 9/1/2005EXPIRES: 3/1/2006
PARCEL NUMBER: 223117500160
LEGAL DESCRIPTION: TR 16 OF SURVEY VOL 3 PG 98 PCL 2 OF BLA#97-65 #655175
PROJECT DESCRIPTION: DIRECTIONS TO SITE:
POLE GARAGE - STOCK PLAN 2003-00040 GO WEST ON BEAR CREEK DEWATTO RD, FIRST LEFT AFTER
ELFENDAHL PASS RD, IS TOONERVILLE DR, SITE IS LAST DRIVE ON
LEFT
General Information Construction &Occupancy Information Square Footage Information
No. of Bedrooms: Type of Constr.: VB
Type of Use: SF Insp. Area: No. of Bathrooms: Occ. Group: U Lot Size: Deck:
Type of Work: ACC Fire Dist.: 2 No. of Stories: 1 Occ. Load: Building: Garage-Detached 1,600
Valuation: Building Height: 19 Occ. Status: Primary Basement:
Manufactured Home Information Setback Information Shoreline & Planning Information
Make: Length: Ft. Front: W 187.0 Ft. Shoreline: Ft. Water Body:
Rear: E 29.0 Ft. Slope: Ft. SEPA?: No
Model: Width: Ft. Side 1: S 227.0 Ft. Shoreline Desig.: Not Applicable
Year: Serial No.: 11 Side 2: Ft Comp. Plan Desig.: Rural
Plumbing Fixtures FEES
Mechanical Fixtures
Type Qty Type a By Date Amount Receipt
Plan Check Fee CMH 8/11/2005 $106.53 B12005
Planning Review Fee CMH 8/11/2005 $155.00 B12005
EH Plan Review TW 8/16/2005 $35.00 612005
Building State Fee ARC 8/26/2005 $4.50 612005
Building Permit Fee ARC 8/26/2005 $532.65 612005
Total $833.68
BLD2005-01376 Please referto the following pages for conditions of this permit. 1 of 4
CASE NOTES FOR
s' BLD2005-01376
CONDITIONS FOR
BLD20 0 5-01 3 76
1) Owner/builder assumes all responsibility if drainfield/reserve area is encumbered. X
2) Water quality i to be degraded to the detriment of the aquatic environment as a result of this project.
X
3) Prior to final approval, all upland areas disturbed or newly creatgey construction activities shall be seeded, vegetated or given an equivalent type of
erosion protection (silt fencing or straw matting). X4
4) Approved pe rJ ensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure.
X
5) 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 py any further inspections being performed or approvals granted.
L X
6) 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.
X
7) 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 appro �cuments will result in failure of required building inspections.
X
8) 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.
X
BLD2005-01376 Please refer to the following pages for conditions of this permit. 2 of 4
1
,l THE FOUNDATION SYSTEM SHALL BE PLACED ON UNDISTURBED, NATIVE SOIL. X
10) 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 Depar✓ prior to any further inspections being performed or approvals granted.
X �7`
11) 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 co S d Mason County Regulations unless a "Change of Use" permit is applied for, reviewed and approved.
X %/
12) Any changes in proposed construction shall be reviewed by the engineer or architect of record and submitted in writing to the Mason County Building
Department prior to construction. All engineering and/or architectural documents are a part of the approved set of plans and shall remain attached
thereto. If documents are removed, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be
X
harged an ,shall.b llected by the Building Department prior to any further inspections being performed or approvals granted.
13) 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 revoc ti
X �
14) Provisions for surface/subsurface drainage control must be implemented with new construction or development on site and MUST NOT adversely impact
adjacent parcels. Under the requirements of Mason County Stormwater Ordinance, either private ditches and drains will meet requirements of the
stormwater ordinance or prior approval will be granted to use an existing utility and drainage easement dedicated for that specific purpose. For further
information regarding this ordinance and the REQUIREMENT to obtain an ACCESS PERMIT for the installation/construction of a driveway or access
connecting from a Mason County Road, Contact the Mason County Public Works Department prior to construction at Ext 450. For any construction which
is proposed to be located within 25' of a Mason County road right of way, it is suggested to contact that office to review future planned work which may
affect your project.X �4/
4
15) All changes to "approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County
ordinance or reg�t n, must be reviewed and approved by Mason County prior to construction.
X , �,,
16) 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 b e prior to requesting additional inspections.
X
17) All property lines shall be clearly identified at the time of foundation inspection. X ! / J
BLD2005-01376 Please referto the following pages for conditions of this permit 3 of 4
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 Co ty dinances and building regulations.
X W
19) 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 hav nted action from being taken. No more than one extension may be granted.
X
20) Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners,
connectors,a odong. Install metal connectors approved for contact with the new types of pressure treated material.
X
21) Stock Plan Identification number: 2003-0040
This project is approved subject to the provisions identified the Mason County Stock Plan Policy. The site plan approved by the Planning Department,
original building plans, and all attachments approved by the Mason County Building Department shall be available for the Mason County Building
Inspector at each d inspection.
X
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 str6cture for rg9jbW,aAinspection.
OWNER OfGGENT' _ DATE:A S
BLD2005-01376 Please refer to the following pages for conditions of this permit. 4 of 4
o CONCRETE MECHANICAL MANUFACTURED HOME
o Foatings I Setbacks Date By Ribbons
CD �- Gas Piping
w Date /-L�.a G By 7 �
/5 p 9 Date By
rn Foundation Walls Date By Set-up
Date By INSULATION Date By
BG 1 Stab Insulation Floors FINAL INSPECTION
Date By Date By Date By
FRAMING Watts FIRE DEPARTMENT
DateL ,/ „e6 By Date By Date By
PLUMBING Attic OTHER
Date By
Groundwork --
Date By WALLBOARD NAILING
D.W.V Date By
Date By
Water Ling FINA IN /PECTION
Date By Dal (o (4 By ,4� I Date By
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a Type of Insp. PasslFail Request Date Inspect. Date Done By Comments
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oil-up doors fit in Bays Wind MPH Draw North Arrow in Circle
Roll-up doors will not hit Truss Wind Exposure
2 Roof Pitch
Save Height
Snow Load
_ Minimum Clearance �
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BUILDING ELEVATION
Customer has verified and approved the orientation of the building to the North and verifies that all items specified in Paragraph B of the contract are
shown on this drawing and vice versa. Customer Name: C14 U C K E
Lead# 6,1377
Customer Signature
OF
DETAIL 7/2 (OR)
i 1 DETAIL 8 2 W/ NE OET ROOFING P3.
NO POST. (29 CALF ~ o
ER
DETAILs/z 7�
I I 73 0 12 e o a s
r7� Z 4 (MAXIMUM) �Q� •o� 0 o
I I SIDEWALL POST I I DETAIL 9/2 '1
PER SCHEDULE A. I I � � C f/
aa. I I I I RA E BEAjA PER ^/�
U
N I I i t I I DETAILS 2. SCHE1�� OPTIONAL EAVE —L` E
d0 � O�VEARHANG �/ OVERHANG PER \ PURLIN PER OETATLS INTERIOR RAFTER (+
I I I I I( DETAIL 2/2_ 3/2 & 4/2 AND PER SCHEDULE G. ��R oOs —
I , II II POST PER EDULE D. O
SCHEDULE A_ a
I � II II ` x o
I I I I GiRTS PER
DETAIL 12/2 INTERIOR POST PER x °c
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o I I II z II - EDULE K. >
o ENDWALL POST PER ( MAY
I I N SCHEDULE a_ 29 GA. METAL NOT BE AT1-
_ w I I WALL CLADDING DETAIL CENTER OF
a W I I I I PER NOTE 14. [13/2-
a, SHEET #3.
can o EPERSC SCHEDULE B. ' I a (OPT10 CLADDING / \ FLOORPER NOTE �_ O
o I I I I I SHEET f) 11,
III II INTERIOR a_
/ zo, Fes„,,a i l l l III a Q
I � SCHEDULE P III III Ln z
IS LI lu �I ► �► AOR ERNDPDDETAISLCH 6/4. W I lil lu I O
II it FOOTINGS PER SCHEDULE H U
PER SCHEDULE INTEFdOR K J U
_ II II AND DETAIL 16/2 OR PER
I I SCHEDULE U AND DETAIL 16/4 POST SPACING POST SPACING
< ' FOR SPREAD FOOTINGS.
can I I II 11 SPAN
in
a If II :
II I Y TYPICAL SECTION THRU GRID SYSTEM
I I 1
I I
- Full truss engineering must
DETAIL 8/2 be available on site at 3
EX DG LINE Y X
AT FACE OFA ) BAY 52E 1 1 BAY SIZE BAY SIZE M�� PER �\ framing inspection
ROOFING S
(14- MAX.) (14' MAX.) (14- MAX.) NO 's 12
SIOEWALL LENGTH PURLIN PER DETAILS .t
�•7`t 4 ( )
FOR MAXIMUM SEE NOTE1 3 2 do 4 2D AND
/7 /7 7� c
S. �D0RC-SS.
THESE PLAN,.:) MUST BE PLAN 7q, f�pp�oY�� �IHNS D�"AN� PER ,
ON THE JOB SITE o+ rAn z 2
$i�E. TRUSS SUPPORT BLOCK PER TRUSS BY OTHERS �
FOR INSPECTION. OK pp SCHEDULE C AND DETAIL 1/2
F ASHY
POST PER SCHEDULE A
Al
0f,FS GENERAL NOTES 2 }- �!
I—
Q Z Z
/7• /8.��. Z 3.Z Y• ZS L W wLL C1�1�t�G GIRTs PER DETAIL 12/2 �
1. BUILDING MAY BE CONSTRUCTED OF ANY SIOEWALL LENGTH AND 0 PER NOTE /4.
(64. SPAN MEETING THE REQUIREMENTS OF THESE PLANS WHERE 9%4 HEET 3. G
/ Q CL
RATIO OF LENGTH TO SPAN IS EQUAL OR LESS THAN 3. �s q9 G� OPTIONAL CLADDING U,�
8. s � _
r
2. SPECIFIC BUILDING DIMENSIONS, WALL OPENINGS AND AccEssow SHEET f11, DETAIL 13/2 FLOOR W
Es jONAj,�'
ARE INDICATED ON PERMABILT BUILDING DESIGN SHEET. (ATTACHED) z Cn
3. BUILDING MAY BE A COMBINATION OF CLEARSPAN 1 Q
AND GRID SYSTEM SU AR TO PLAN EXPIRES 000/06
4. CONSTRUCTION OPTIONS WHERE SHOWN ARE AT THE BUILDER'S DISCRETION. I I III r
SEP 3 0 Z004 �
UNHEATED III FOOTING$ PER EDULE H I I I
AND DETAIL 16 2 OR PER u
MUST MEET ALL CURRENTSCHEDULE u D DETAIL 16/4
CHAN'GES
FOR SPREAD FOOTINGS.
WASHINGTON STATE CODES STRUCTURE SPAN
SUBMIT CHANGES FOR APPRQyALt sheet
PRIOR TO PERFOR,14ING WORK X TYPICAL SECTION rTHRU CLEARSPAN
1 3
NOTES
SIOEWALL POST SCHEDULE ENDWALL POST SCHEDULE M/ BRACE PER DETAIL 20/2 TRUSS BLOCK BOLT SCHEDULE . r
A ALL BURDWG WIDTHS TO 40 B ALL BUILDING WIDTHS TO 40 C 3 4 I MACHINE BOLTS W WASHERS 1.) ALL WORK AND MATERIALS SHALL CONFORM TO THE 2003 IBC (INTERNATIONAL BUILDNG CODE). o;. •
CONTRACTOR IS RESPONSIBLE FOR ALL METHODS AND MEANS. e a >o
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SAVE HEIGHT BAY EAVE HEIGHT BAY TRUSS SPAN
ONO :
WIDTH 2.) TRUSS DESIGN AND FABRICATION SHALL CONFORM 70 THE 2003 IBC (INTERNATIONAL
10' 11 1r 14' 15' 18'
(SPAN) 10' r4x'66
12' 14' 15, 18' WIDTH 20' 24' 30' 36' 40' BUILDING CODE). ENGINEERING DESIGN AND SHOP DRAWINGS SHALL BEAR
THE STAMP Of A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHING'fON. �
4x8 4x8 4.6 8x8 6x6 4x6 4x8 6x8 6x8 10' 2 2 2 2 3 TRUSS BRACING SHALL BE IN ACCORDANCE WITH THE TRUSS DESIGN DRAWING.
4x8 4x8 4x8 8x6 6x8 6x8 22' OR 32' 4x6 4x6 8x8 6x8 6x8 2 2 2 3 3.) BUILDINGS SHOWN ON THESE PLANS HAVE BEEN DESIGNED FOR THE FOLLOWING
4x8 4x6 6x8 6x8 LOADING•
4x6 4x8 6x6 6x8 6x8 6x814' 2 2 3 3 4O�yLp�f> 25 pai WIND LOAD: 85 MPH• EXPOSURE B25' OR 38' 4x6 6x6 6X6 6x8 6x8 COIL BEA?ING: 2000 pit OR 1500 psf
ALL CORNER POSTS - ORIENTATION SEE DETAIL 1/2
NOT CRITICAL EXCEPT IF ADJACENT TO 28' OR 40' 4x6 4x6 6x6 6x8 6-a 6xa (PER SCHEDULES)
AN OPENING THEN WIDEST DIMENSION
SE
OF POST IS TO BE PARALLEL TO THE
THE WALL OPEN WITH
TH Ss MIC DESIGN 15 .t1RY E
OPENING-
POST
MAX a
v
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POST MATERIAL: 6x- HF#2 ROUGH POST MATERIAL- 5x_ HF#2 ROUGH PURLIN SCHEDULE 4.) METAL PANELS SHALL BE BHP NOR CLAD, OR EQUAL. HAVING 80 KSI MINIMUM YIELD
EAVE HEIGHT BA EAVE HEIGHT D STRENGTH. ROOF PANELS SHALL BE FASTENED WITH /14 x 1-1/2' SELF TAPPING suo I a I nay
WIDTH SCREWS AT 9' O.C. ALONG EACH PURUN AND EACH RAKE BEAM AND 12 STITCH SCREWS
BAY
10' 11' 12' 14' 15' 16' (SPAN) 10' 11' 12' 14' 15' 16' AT 24' O.C. ALONG EACH LAP. WALL PANELS SHALL BE FASTENED WITH #9 x 1-1/2'
BAY WIDTH PURUN/SPACING SELF TAPPING SCREWS AT 9' O.C. ALONG EACH GIRT. SEE. SHT. 1 FOR METAL GAUGE
10• - - - 6x8 6x8 6x8 20' OR 30' 6x6 6x6 6x8 6x8 5.8 6x8
2X6 O 24' O.C. 5.) LUMBER SHALL CONFORM TO THE FOLLOWING U.N.O. ON THESE PLANS:
12' - - - 6x8 6x8 6x10 22' OR 32' 6x8 6x8 6x8 6.8 6.8 6x8 1o, ZX4 THRU 2X12 HF N0. 2
STRUCTURAL POSTS: 4x6 HF NO. 2 S4S
14' - - 6x8 6x8 6x10 6x10 4', 34' OR 36 6x8 8x8 6x8 8x8 6x8 Bx10 6x6 & LARGER HF NO.1 ROUGH SAWN do AS NOTED
2X6 O 24' O.C. BLOCKING. HF STANDARD AND BETTER V) V)
25' OR 38' 6x6 6x8 6x8 6x8 6x10 8XIO 12• -j Ld W
28' OR 40' 8x8 6x8 6x8 8 8X10 6X10 8.) EMBEDDED STRUCTURAL POSTS SHALL BE PRESERVATIVE TREATED FOR 0.60 pd RETENTION J J F_
us CONFORMANCE WITH AWPA C15 OR C16. ALL OTHER LUMBER IN CONTACT WITH SOIL OR
Las
O 18' O.C. CONCRETE, OR EXPOSED TO WEATHER SHALL BE PRESERVATIVE TREATED FOR 0.40 pd Q p Z
RETENTION IN CONFORMANCE WITH AWPA C2. NAILS USED WITH PRESERVATIVE TREATED F"• L�.I
DFL NO. 2 O 18' Q.C. LUMBER OR BELOW GRADE SHALL BE GALVANIZED. � U Z
0 48' D.C. + (2) 2x6 V) Q
O.C. (ALTERNATING) 7.) BOLTS SHALL CONFORM TO ASTM A307 AND HAVE WASHERS UNDER EACH HEAD AND NUT
U.N.O.
S.) CONCRETE SHALL HAVE A 28 DAY MINIMUM COMPRESSIVE STRENGTH OF 2500 psL SPECIAL
RARE BEAN W/ GVERFiANG SCHEDULE F RAKE 9EAM SCHEDULE G INTERIOR RAFTER SCHEDULE INSPECTION IS NOT REQUIRED.
FF GRID SYSTEM -- 9.) BACKFILL FOR EMBEDDED POSTS SHALL BE GRAVEL. SANDY GRAVEL OR PIT RUN W/ 4'
MAXIMUM SCREEN SIZE AND DRY ENOUGH TO BE COMPACTIBLE COMPACTION SHALL BE x
RAFTER SPAN BY MANUALLY TAMPING WITH A 20 POUND MINIMUM STEEL TAMPING BAR IN LIFTS NOT
BA SPAN TO EXCEED 8".
WROTH t0• 12• 14' 10' L.12
14' WID 10' 12' c
10.) STEEL STRAP SKILL BE SIMPSON C518 OR EQUAL 0 y
(2)2X1 (z)2X70 (2)2X12 / 10 (2)2X12 (4)2X10 v
2X10 WGER (2) 2X12 W 11.) 19/32' Tt-11 OR LP =04 MAY BE USED IN PUKE OF METAL PANELS HANG 3
10' SCAB 2X4 T R 2X8 10' (2)2X10 (2)2X12 (2)Z(10 + ENOWALLS AND SIDEWALLS. SIDING.SHALL BE NAAFD WITH 6dCOMMON OR(1)2X72GALVANIZED BOX NAILS AT 4' O.C. ALONG PANEL EDGES AND 12' O.0 IN FlELD.
(2)ZX70 (2)ZX12 DETAIL SA/2 /2 DETAIL 58/2 (2)2X10 SCABS ALL EDGES OF SIDING TO BE BLOCKED. FOR SHIPU�PPED EDGES BOTH PANELS SHALL
1r111111-(2)2XI0 12 HF No 1 (4)2X1 O BE EDGE NAILED WITH 6d AT 4' O.C. IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. ;o
(1) 2X10 ON MO x Q tr (2)zx10 OF1 (2)2x1 Nat (2)2X12 + 12) CONSTRU('lION OPTIONS WHERE SHOWN ARE AT THE BUILDERS DISCRETION =
14' )2X10 (2)2X12 (2 .F. NO.1 W y�N (2)2X12 SCABS 13.) NAILS ARE COMMON WIRE. UNLESS NOTED OTHERWISE. NAILS INSTALLED IN
2X12 )ZX8 SCAB = (2)2X10 DFL N0.1 PRESERVATIVE TREATED LUMBER TO BE GALVANIZED. a
12 (2()2XI2 +SCABS (4)2X10
BEAT/ 14'
x FOR THIS ALTERNATE THE RAKE BEAM "p ar (2)2X12 DFL NO-2 (2)2A10 DFL Nat + (4)2)(10 INTERIOR POST FOOTING SCHEDULE
IS TO HAVE NO CANTILEVER SPAN. (i BEAM & SCAB '� (ia (2)2X8 SCABS P
B AS SHOWN AND GRID SYSTEM
CONNECT SCA
USE DETAIL 5D/2. Q� 1 9
MNOTES: ALL BLOCK BOLTS 3/4' •
Od O 12' O.C.
AGCERED) 1 '1 FOR SPANS WITH NO C.ANTRE ER. SCABS
j ARE TO BE 8'-0' LONG MIN- CENTERED ALLOW SOIL B Nc - 2,000 psf
�} Ill IN SPAN AND ON RAFTER. AND NAILED TO EAVE HEIGHT
H POST FOOTING SCHEDULE SEP 3 0 20U4 s O1 A� ]RAFTER W/ 10d AT 1V Q.C. (STAGGERED).
ALLOW SOIL. - 2,000 psf FCR SPANS WITH CANTILEVER. DO NOT USE Nspt 10' 12' 4'
EAVE NEIGH I SCABS. USE DOUBLE THE QUANTITY OF MAIN
PST K GR70 MEMBERS• 10' 18' dw 18' dxs 18' dio
SPACING 10' 11' 12' 14' 15' 16' EAVE CART TIE STRAP
M 12' da. 18' 24' da. z z
24' dia. x 24' dia. x 24' da x 24' dia. x 24' da, x 24' da. x �� HEIGHT 14' 18' da 24' da g
10" 4'-0- DEEP 4'-0' DEEP 4'-3' DEEP 4'-9' DEEP 4'-9' DEEP 5'-0' DEEP WIDTH BLDG. B�• TIE STRAP PER DETAIL 11/2
8' 12' 13' 15' 15' LENGTH
24' dia x 24' dim x W. da x 30' dio x 30' dia x 30' dio. x WIOi}i NO TIE BLDG. LENGTH CITY NAILS AJ10WA8 SOI . 1,500 psf
12' 4'-0" DEEP 4'-3' DEEP 4'-3' DEEP '-9' DEEP 5'-0' DEEP 10' 4X8 4X8 r 4X6 Y 4X6 I 6X6
• 12' = 4X6 Y 4X8 6X6 6X6 20, 35' MAX. 36' TO 60' 5 PO
EA EIGHT z
14' 24' d"a x 30 da x 30' dim x 30' da x d'a x JO' dia x SPACING
-3' DEEP 4'-0' DEEP 4'-8' Q 4'-9' DEEP ,-0' DEEP 5'-3' DEEP 4X8 4X6 = 4X6 T 4X8 = 6X6 6 24' 39' MAX. 40' TO 72' 8 0' 12 14' Q
TO TOP OF CONCRETE 43' 10' 18' dia. 18' da 24' dia Q m
PAD OR BAGS OF MIX. s THESE POSTS TO BE BRACED PER
ALLOW SOIL B 1, psi DETAIL. 17/2 OR USE 6x8 POST. 32' 48' MAX 49' TO 95' 7 1 18' da ia-
. 24' da. d
POST EAVE HEIGHT Y MAX, 4' 24' di a. 24' dim 24'
SPACING 10' 11' 12, 14' 15, 16' F4NY 57' MAX. 58' TO 120' 9 ALL FOOi1NGS 4'-0' DEEP
24' dimx 24' da x 30' crxL x 30' crxL x 30' dia x 30 dia x NOTE. NAIL QTfS SHOWN ARE EACH
4'-3' DEEP 4'-6' DEEP 4'-8' DEEP 5'-0' DEEP 5'-3' DEEP 5'-8' DEEP SLOE OF SPLICE
10'
12' 30' dia x 30' dicL x 30' dia x 30' dia x 30' d'a, x 30' dia. x
4'-3' DEEP 4'-6' DEEP 4'-9' DEEP 5'-3' DEEP 5'-8' DEEP 5'-9' DEEP sheet
14' 30' dia x 30' da. x 30' dia x 30' dia. x 30' dio. x 30' da. x
4'-8" DEEP 4'-9' DEEP 5'-0' DEEP 5'-8' DEEP 5'-9' DEEP 8'-0' DEEP 3
- a
Lwa
A SIOEWA I POST SCHEDULE
ENDWALL POST SCHEDULE w/ BRACE PER DETAIL 20/2 TRUSS BLOCK BOLT SCHEDULE DIES. ~
ALL gUILpIMG WIDT}t5 TO 40 8 ALL BUILDING WIDTHS TO 40 C 3 4 ♦ MACHINE BOLTS W yY/s}{ERS 1.) ALL WORK AND MAT171fA15 SFVLL CONFORM TO THE 2003 IBC (INTERNATIONAL BUILDING CODE), c o;_ w
CONTRACTOR IS RESPONSIBLE FOR ALL METHODS AND MEANS. a e a >c
o •v` �v
SAVE HEIGHT BAY EAVE HEIGHT BAY TRUSS SPAN n
BAY WIDTH 2.) TRUSS DESIGN AND FABRICATION SHALL CONFORM TO THE 2003 IBC (INTERNATIONAL
WIOTM (SPAN) 10' 11' 12' 14' 15, is' WIDTH 20' 24' 30' 36" 4O' BUILDING CODE). ENGiNEERM DESIGN AND SHOP DRAWINGS SHALL BEAR
10' 11' 12' 14' 15' 18'
THE STAMP OF A PROFESSIONAL ENGINEER RECSTERED IN THE STATE OF WASHINGTON. a
10' 4x6 4x8 4x6 8x8 6x8 4x6 4x8 4x6 6x6 6x6 10• 2 2 2 2 3 TRUSS BRACING SHALL BE IN ACCORDANCE WITH THE TRUSS DESIGN DRAWING.
12' 4x8 4x8 4x8 8x6 6x8 6x8 22' OR 32' 4x6 4x6 4x8 8x6 8x8 6x8 2 2 2 3 3.) BUILDINGS SHOWN ON THESE PLANS HAVE BEEN DESIGNED FOR THE FOLLOWING
4x8 4x6 6x6 6x8 6x8 8x8 OR 4x8 4x8 4x6 6x8 6x8 LOADING'
14' 14' 2 2 3 3 4 CHOW LOAD: 25 psf WIND LOAD: 85 MPH, EXPOSURE B.
26' OR 38' 4x6 4x8 6x6 6x6 6x8 6x8 inn AE�pING: 2000 pat OR 1500 psi
NO ALL CORNER POSTS - ORIENTATION SEE DETAIL 1/2
NOT CRITICAL EXCEPT IF ADJACENT TO 28' OR 40' 4x6 4x6 6x6 6x8 6x8 6xil ( SCHEDULES)
AN OPENING THEN WIDEST DIMENSION
OF POST tS 10 BE PARALLEL TO 7HE cnSMx DESIG>I CATEGORY: E
THE WALL OPENING. WITH So 150Rq MAX.
0
POST MATERIAL 6x- HF/2 ROUGH POST MATERIAL: 6x- HF12 ROUGH PURLAI SCHEDULE 4.) METAL PANELS SHALL BE BHP NOR CUD, OR EQUAL, HAVING 80 KSI MINIMUM YIELD �
SAY �� HEIGHT BAY EAVE HE]GFiT D STRENGTH. ROOF PANELS SWILL BE FASTENED WITH f 14 x 1-1/2' SELF TAPPING suo I a I nay
WIDTH SCREWS AT 9' O.C. ALONG EACH PURLIN AND EACH RAKE BEAM AND 12 STITCH SCREWS
10' it' 12' 14' 15' 16' WIDTH(SPAN) 10' 11' 12' 14' 15' 1w AT 24' O.C. ALONG EACH LAP. WALL PANELS SHALL BE FASTENED W 19 x 1-1/2"
BAY WIDTH PURLIN/SPACING SELF TAPPING SCREWS AT 9' O.C. ALONG EACH GIRT. SEE SHT. 1 FOR METAL GAUGE.
10" - - - 6x8 6x8 6x8 20' OR 30' 6x6 6x6 1 6x8 6x8 6x8 6x8
5.) LUMBER SHALL CONFORM To THE FOLLOWING U.N.O. ON THESE PLANS:
2X6 O 24" O.C.
12' - - - 6x8 6x8 6x10 22' OR 32' 6x8 6x6 8x8 6x8 6x8 6x8 10' 2X4 ZX HF NH 2
STRUCTUPTURAL PO STS: 4x8 HF NO. 2 545
14• - - 6x8 6x8 6x10 6x10 4% 34' OR 36 6x6 8x6 6x8 6x8 6x8 6x10 6x6 k LARGER HF NO.1 ROUGH SAWN do AS NOTED
2X6 O 24' O.0 BLOCKING: HF STANDARD AND BETTER U) cn
26' OR 38' 6x6 6x8 6x8 6x8 6x10 6X10 t2. W W
TREATED FOR 0.60 p
28' OR 40' Bx8 6x8 6x8 8x8 8X10 6X10 6.) EMBEDDED STRUCTURAL POSTS SHALL BE PRESERVATIVE cf RETENTION J J
N CONFORMANCE WITH AWPA C15 OR C16. ALL OTHER LUMBER IN CONTACT WITH SOIL OR
L2X6
0 18" O.C. CONCRETE, OR EXPOSED TO WEATHER SHALL BE PRESERVATIVE TREATED FOR 0.40 pcf Q p Z
RETENTION IN CONFORMANCE WITH AWPA C2. NAILS USED WITH PRESERVATIVE TREATED 1-- W
DFL NO. 2 O 18' O.C. LUMBER OR BELOW GRADE SHALL BE GALVANIZED. 0 U Z
0 48' O.C. + (2) 2x6 V)W O.C. (ALTERNATING) 7.) BOLTS SHALL CONFORM TO ASTM A307 AND HAVE WASHERS UNDER EACH HEAD AND NUT
U.N.O.
8.) CONCRETE SHALL HAVE A 28 DAY MINIMUM COMPRESSIVE STRENGTH OF 2500 paL SPECIAL
RAKE BEAU W/ OVERHANG SCHEDULE RAKE BEAM SCHEDULE G INTERIOR RAFTER SCHEDULE INSPECTION tS NOT REQUIRED.
FF F GRID SYSTEM -- 9.) BACKFILL FOR EMBEDDED POSTS SHALL BE GRAVEL, SANDY GRAVEL OR PIT RUN W/ 4'
MAXIMUM SCREEN SIZE AND DRY ENOUGH TO BE COMPACTIBLE COMPACTION SHALL BE 0 ■
BEAM SPAN COAMRAFTER SPAN By MANIUALLY 0 EXCEED 8'TAMPING WITH A 20 POUND MINIMUM STEEL TAMPING BAR IN LIFTS NOT ` _
BA 8
WIDTH2�16t 0' 12' 14' 10' 12' 14° WID 10' 12' c
ta) STEEL STRAP SHALL BE SIMPSON CS16 OR EQUAL
(2)2X1 (2)2X10 (z)2X12 2X12 W/ 10 (2)2X12 (4)2X10
2X10 W 2C6 LEDGER (2) 2X12 W 11.) 19/32' T1-11 OR LP SIDING MAY BE USED IN PUCE OF METAL PANELS ALONG
10' D(12 HF Na1 AT 14' 2X6 10' (2)2X10 (z)1)(12 (2)2)(10 + ENOWALLS AND sDEwAus SIOtNG-SHALL BE NAILED WITH 80 COMMON OR
(1)2X72 SCAB 2X4 � GALVANaM BOX NAILS AT 4' O.C. ALONG PANEL EDGES AND 12' O.C. IN FIELD.
DETAIL 5A/2 DETAIL SA/2 DETAL 5B/2 (2)2X10 SCABS ALL EDGES OF SONG TO BE BLOCKED. FOR SHIPLAPPED EDGES BOTH PANELS SHALL 3 `
(2)2X10 ( (2)2X12 BE EDGE NAILED WITH 6d AT 4' O.C. IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. o
12' (2)2X10 12 HF 40.1 (4)2X10
(I) 2X10 SCAB r O 12.) CONSTRUCTION OPTIONS WHERE SHOWN ARE AT THE BUILDERS DISCRETION
12' (z)zxlo oFL (z)zx1 Nat (2)2x/z +
14' )2X10 (2)2X12 (2 .F. No.1 W (2)2X12 SCABS 13.) NAILS ARE COMMON `IRE, UNLESS NOTED OTHERWISE. NAILS INSTALLED IN
2X1Z W/2X8 SCAB _ (2)2X10 DFL N0.1 HAY PRESERVATIVE TREATED LUMBER TO BE GALVANIZED.
C 12 (2)2X12 SCABS
(4)zx10
SGB BEAM 14'
z FOR THts ALTERNATE THE RAKE BEAM 'q (2)2X12 DFL Not (2)2XIO DFL Mal + (4)27I10 INTERIOR POST FOOTING SCHEDULE
IS TrtO+E AVE N CANTILEVER
SHOWN A SPAN- n{ MAU do SCAB '�! T Gib (2)2x8 SCABS p
GRID SYSTEM
USE DETAIL 5D/2. QIi� t ALL BLOCK BOLTS 3/4'
Od O 12' O.C.M �`
AGGERED) �S G FOR SPANS WITH NO CANTILEVER, SCAM
ARE TO BE 8'-0' LONG MIN., CENTERED ALLOW BEARING � 2,IX)D psf
H POST FOOTING SCHEDULE S E P 3 O Z O 04 4NA1� IN SPAN RAFTER w/D Od ATRAFTER
At Y. AND LED T ). EAVE HEIGHT
ALLOWABLESOIL. 2,000 pst FOR SPANS WITH CANTILEVER DO NOT USE SP 10' 12' 4'
POST EAVE HEIGHT K I SCABS USE DOUBLE THE QUANTITY OF MAIN
GRID MEMBERS 10' 18' da 18' da 16' d'a
SPACING 10• 11 12' 14' 15' 16, EAVE GIRT TIE STRAP
M 12' dro. 18 24' da. z z
SAVE HEIGHT 0 g
10' 24' dia x 24' dx>. x 24' dia x 24' dia. x 24" dx7, x 24' dia x 14' 18' da. 24' da.
4'-0' DEEP 4'-0' DEEP 4'-3' DEEP 4'-9' DEEP 4'-9' DEEP 5'-0' DEEP WIDTH 81 12' 13' 15' 16' BLDG. LBE TM TIE STRAP PER DETAIL 11/2 a-
24' dda x 24' dim x 30' da x 30 da x 30' dia x 30' dio. x WIDTH NO TIE BLDG. LENGTH OTY NAILS ALLOWABLE S01 - 1,500 pat
11' 4'-0' DEEP 4'-3' DEEP 4'0' DEEP '-9' DEEP 5'-0' DEEP 10' 4X6 4X6 Y 4X6 x 4X8 Y 5X8
12' = 4X6 Y 4X6 6X5 6X6 20' 35' MAX. 36, TO 60' 5 POST EA EIGHT z w
24' d"�a x 30' dia x 30' dia 30' di- x d'�a x 30' dia x SPACING <
14' 4'-3' DEEP 4'-0- DEEP 4'-e' D '-9' DEEP '-0' DEEP 5'-3' DEEP 4X8 4X6 ; 4X6 Y 4X8 t 6X6 6 24' 39' MAX. 40' TO 72" B O' 12 14' Q
To TOP OF CONCRETE 43' 10" 1a' die. 18' & 24' dia. Q Cc
PAD OR BAGS OF MDL : THESE POSTS TO BE BRACED PER
ALLOW SOIL B 1, st DETAIL 17/2 OR USE 8x8 POST. 32' 48' MAX 49' TO 96' 7 1 18' dia 24' &L dw
POST - EAVE HEIGHT 2' MAX. 4' 24' diso. 24' dia. 24'
SPACING 10' 11 12, 14' 15' 16' ALL FOOTINGS 4'-0 DEEP
40' S7' MAX. 58' TO 120' 9
10' 24' dw, x 24' dia. x 30' da. x 30' cfxL x 30' dkL x 30' da x NOTE: NAIL QTYS SHOWN ARE EACH
4'-3' DEEP 4'-6' DEEP 4'-8' DEEP 5'-0' DEEP 5'-3' DEEP 5'-6' DEEP SIDE OF SPLICE.
12" 30" dia x 30' da. x 30' dia x 30' dia x 30' dw, x 30' dia. x
4'-3' DEEP,4'-6 DEEP 4'-9' DEEP 5'-3' DEEP 5'-6' DEEP 5'-9' DEEP aheot
14' 30' 3
dia x 30' di . x 30' dia x 30- dKa x 1 30' dia. x 30' do. x
4'-8' DEEP 4'-9' DEEP 5'-O' DEEP 5'-8' DEEP 5'-9' DEEP 6'-0' DEEP 3
MASON COUNTY PERMIT Nl;?U� 01
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
On the web www.co.mason.wa.us
APPLICANT INFORMATION CONTRACTOR INFORMATION
Owner CN UCK EISK ST Company Name 'j'om,u f Il o ON,= Post F►zAN ly ftDcS
Mailing Address X-3o At,E, ALnDsLrAin N(ev -V 12 Mailing Address 1662) HIGtJLawy 99
City RE1.-1I`-A I R State_U1A_Zip Code 9857a8 City LYmw W eo,_State LUA Zip Code aB 37
Phone Alan-372-1,S70 Other Ph.,�1 o-LI73-5�2I Phone Ano-8211- 9SSZ Other Ph.< -
Lien/Title Holder N to Contractor Reg. o Exp. 13-I n7
E mail address K 11 E Mail Address f'EI2hA ILT.Co
Drivers Lic.# N 1 A DOB N /A Drivers Lic.# N I A DOB __
SEPTIC/WATER SYSTEM INFORMATION - Connect to New Septic 90 existing Septic
Connect to Water System N c Name of Water System R I A
Well � Water System 0 Name of Water System
PARCEL INFORMATION - 12 Digit Parcel No. I Fire District
Legal Description
Site Address (Please include street name, street number and city) IIZI N,t=. ROanl I~k VILLE -hp. PLIFA I fQ
Directions to site BEA12 C 2P16 kc DIR W AT-r0 LOAD, SoirrN O N TooN P R V I LL '
T
Will timber be cut and sold in pa_rcel preparation?Yes
Is property within 200'of Saltwater 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#44
TYPE OF JOB - New Add Alt Repair Other PRIMARY RESIDENCE K SEASONAL ❑
Use of Building CaARAG1= Describe Work
No.of Bedrooms No.of Bathrooms Square Footage- 1st Floor 2nd Floor.
3rd Floor Basement Deck Covered Deck Other Sq.ft.
Garage 1600 Attached Detached _A!�_Carport Attached Detached
MANUFACTURED HOME INFORMATION - Make N 1A Model Year
Length Width Serial No. No.of Bedrooms No.of Bathrooms
Type of Heat Purchase Price $ Replacement Unit? Yes/No
Installer Name Certification No.
OWNER/BUILDER Acknowledges submission of inaccurate information may result in a stop work order or permit revocatiok 6k�wwledgement of
such is by signature below.I declare that I am the owner,owners legal representative,or the contractor.I further declare t I am iiJ� Wecrivethispermit and to do the work as proposed in the application.I declare that I have obtained the permission from all the neces! arties.If Pgon is
required from any easement holder or any other party in interest regarding this application or the work proposed in t17��ppli at�Ti,}have ed
permission from them to apply for this permit and conduct the work proposed. The owner or agent on owners beha , ents a formation
provided is accurate and grants employees of Mason County access to the above described property and structure for re ins ion.
PROOF OF CO TIN O F VPRK IS BY MEANS OF A PROGRESS INSPECTION. O,cFyCF
X Dater i I 1 n S
Owner/Owners Representative C ontracto indicate which one
FOR OFFICIAL USE BEYOND THIS POINT Accepted by: Date
DEPARTMENTAL REVIEW APPROVED DENIED NOTES
Building Department
Planning Department
Environmental Health Department
Public Works Department
Fire Marshal I 1
FEES
Building Permit Fee Z . Site Inspection
Plan Review Fee EH Review Fee
Plumbing & Base Fee PlanningReview Fee
Mechanical & Base fee Other
Wood/Gas/Pellet Stove Fee State Fee '
5-0
Violation Fee moN� Pre-Paid at Submittal
Valuation $ �S 3Z D a0 TOTAL FEES
-MASON COUNTY PERMIT N�, r o I /
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
On the web www.co.mason.wa.us
APPLICANT INFORMATION CONTRACTOR INFORMATION
Owner Company Name
Mailing Address •' Mailing Address i t
City + ' State Zip Code City _ State Zip Code
Phone Other Ph.` Phone Other Ph.
Lien/Title Holder Contractor Reg.#"'':_-u r L"f. Exp.
E mail address E Mail Address i t t . _r
Drivers Lic.# DOB Drivers Lic.# DOB
SEPTIC/WATER SYSTEM INFORMATION - Connect to New Septic existing Septic
Connect to Water System Name of Water System
Well Water System Name of Water System
PARCEL INFORMATION - 12 Digit Parcel No. } ' ' Fire District
Legal Description
Site Address (Please include street name, street number and city) '71
Directions to site 1 ri
Will timber be cut and sold in parcel preparation?Yes
Is property within 200'of Saltwater 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 0 SEASONAL ❑
Use of Building ` Describe Work
No.of Bedrooms No.of Bathrooms Square Footage- 1st Floor 2nd Floor
3rd Floor Basement Deck Covered Deck Other Sq.ft.
Garage I t' Attached Detached Z Carport Attached Detached
MANUFACTURED HOME INFORMATION - Make t•: Model Year
Length Width Serial No. No.of Bedrooms No.of Bathrooms
Type of Heat Purchase Price$ Replacement Unit? Yes/No
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 a ntitled 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 If permission is
required from any easement holder or any other party in interest regarding this application or the work proposed in the appliicatio obtained
permission from them to apply for this permit and conduct the work proposed. The owner or agent on owners behalf,reprepys tha jnformation
provided is accurate and grants employees of Mason County access to the above described property and structure fovie �i d ins pec � .
PROOF OF CONTINlIA7104VOF WORK IS BY MEANS OF A PROGRESS INSPECTION.
X r� ' - Date: .
Owner/Owners Representative Irontracfoi' indicate which one 01.
FOR OFFICIAL USE BEYOND THIS POINT Accepted by: Date el-
DEPARTMENTAL REVIEW APPROVED DENIED NOTES
Building Department
Planning Department
Environmental Health Departmenj
Public Works Department
Fire Marshal f
FEES
Building Permit Fee Site Ins ection
Plan Review Fee EH Review Fee .�
Plumbing & Base Fee Planning Review Fee
Mechanical & Base fee Other
Wood/Gas/Pellet Stove Fee State Fee
Violation Fee Pre-Paid at Submittal
Valuation $ TOTAL FEES