HomeMy WebLinkAboutCOM2003-00109 Cancelled ReRoof, Deck Replacement and Cover Deck - COM Permit / Conditions - 1/7/2008 i4i COUNTY DEPT. OF COMEAUNITY DEVELOPMENT Inspection Line(360)427-7262
Phone: (360)427-9670, ext. 352
Mason County Bldg. 3 426 W. Cedar P.O. Box 186
= Shelton, WA 98584
COMMERCIAL BUILDING PERMIT COM2003-00109
OWNER: MICHAEL SEIBERT RECEIVED: 6/12/2003
CONTRACTOR: LICENSE: EXP: ISSUED: 6/23/2003
SITE ADDRESS: 1085 E PICKERING RD SHELTON EXPIRES: 1/23/2004
PARCEL NUMBER: 221321190340 --
LEGAL DESCRIPTION: LO�3 SP f1v5 OF G.L.1 & NW NW SEC 33 S 5/42
PROJECT DESCRIPTION: DIRECTIONS TO SITE:
COMMERCIAL REROOF, DECK REPLACEMENT,COVER HWY 3 TO PICKERING, APPROX 1 MILE ON LEFT, BETWEEN GAS
DECK STATION AND RV PARK
General Information Construction &Occupancy Information
Type of Use: GROCERY Insp.Area:
No.of Units: Type of Constr.:
of Bathrooms: Occ. Group:
Type of Work: REP Fire Dist.: 5 No.No. of Stories: Occ. Load:
Valuation: $ 0.00 Building Height:
Pre-Manufactured Unit Information Square Footage Information
Make: Length: Lot Size:
Model: Width: Building: COVER DECK: 192
Year: Serial No.: Basement: Parking Spaces:
Setback Information
Shoreline&Planning Information
Front: Ft. Shoreline: Ft.
Rear: Ft. Slope: Ft. Water Body:na Shoreline Desig.:
Side 1: Ft. SEPA?:No Comp. Plan Desi
9•: Rural Community Ctr.
Side 2: Ft.
Fire Protection System Information
Auto Fire Alarm System?: Emergency Key Box?: Standpipe?:
Auto Fire Sprinkler System?: Access Road?: Fire Extinguishers?:
Fixed Fire Suppression System?: Fire Hydrants?: Fire Lanes?:
COM2003-00109 Please refer to the following pages for conditions of this permit. Page 1 of 4
a:°'�;F!xtures Mechan'cal Fb.turss FEES '
Type Qty. Type Qty. Type By Date Amount Receipt
Re-Roof Fee Kc ai19i9nni c19n rn q19nnAn
Plan Check Fee KC wi?/9nni .0Fd 11 g19nnAn
Building State Fee KARr, Frlei9nni 0.a c;n g19nnAn
Building Permit Fee KARCZ wlai9nn� owi 95 C19nnAn
Planning Com. Permit TW R/9,v9nn3 egc;n nn R19nn'A
Total $512.36
CASE NOTES FOR
COM2003-00109
CONDITIONS FOR
COM2003-00109
1) 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. X
2) PURSUANT TO 1997 UNIFORM BUILDING CODE, ALL SITES MUST HAVE APPROVED NUMBERS OR ADDRESSES PROVIDED IN SUCH A
POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. MASON COUNTY
BUILDING DEPARTMENT REQUIRES THAT THIS BE COMPLETED PRIOR TO CALLING FOR ANY SITE INSPECTIONS. A REINSPECTION
FEE, BASED ON RATES AS ADOPTED BY THE JURISDICTION AND THE 1997 UNIFORM BUILDING CODE WILL BE ASSESSED IF
OWNER/CONTRACTOR FAILS TO POST ADDRESS ON SITE PRIOR TO REQUESTING INSPECTIONS.
X
3) ENCLOSED ROOF SYSTEMS THAT ARE EXPOSED TO THE SHEATHING SHALL BE INSULATED TO A MINIMUM R-30 AND INSPECTED
PRIOR TO COVER. X
4) SINGLE RAFTER JOIST ROOF REPLACEMENT SHALL BE INSULATED TO A MINIMUM OF R-30 ALLOWING FOR A MINIMUM OF ONE INCH
CONTINUOUS VENTED AIRSPACE ABOVE THE LEVEL OF INSULATION. X
5) 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
COM2003-00109
Page 2 of 4
6) All building permits spat;have a final inspection performed and appr vec,,-L,y the Mason County Building Departmeritipti%sr46 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.
' X
7) All approved plans are required to be on-site for inspection purposes. If inspection is called for and plans are not on site, Approval WILL NOT be
granted. In addition, a Re-Inspection fee in the amount of$56.80 per hour(minimum 1 hour)will be charged and must be collected by this
department prior to any further inspections being performed or approval granted. X
8) CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND UNIFORM
BUILDING CODE.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 structure for review and inspection.
OWNER OR AGENT: DATE:
COM2003-00109 Page 3 of 4
0
O f:
N CONCRETE MECHANICAL MANUFACTURED HOME '
1w Footings !Setbacks Date Ribbons m
Gas Piping X
o Interor Date By' Interior-Date By Date $y _q
C) Exterior Date By Exterior-Date By Set. �_��2�.� up
Point Load l Isolated Footings INSULATION Date By =
BG 1 SLAB INSULATION
Date By
Data Qy FIRE DEPARTMENT m
Foundation Walls Floors Date By r
Date By Data By DECKS
FRAMING Walls Date By
Date By Data By PROPANE TANKS
PLUMBING vault Date try
Date By OTHER
Groundwork Attic
Date By Date By Type:Date By
D.W.V DRYWALL Type:
InL Brace Wall
Date ay Date Date By 9
hi
FINAL INSPECTION c
Water Line Fire Separation O
Date By Data By Date By W
O
O
Pass or Request Inspect. c
Type of Insp. Fail Date Date Done By Comments
CD
Case Activity Listing 1/23/2008
8:38:55AM
Case #: COM2003-00109
i�
Assigned Done
Activity Description Date 1 Date 2 Date 3 Hold Disp To By Updated Updated By
COMA010 Application Received 6/12/2003 None DONE KS 6/12/2003 KS
COMB110 Building Plan Review 6/12/2003 6/16/2003 None DONE MRG 6/16/2003 MRG
COMB130 Planning Review 6/16/2003 6/16/2003 None DONE GBM GBM 6/16/2003 GBM
Zoned as a Rural Commercial 2 area
COMA100 Approved for Issuance 6/18/2003 None DONE TW 6/19/2003 KS
NOTIFIED BY PHONE 6/19/03(MSG)
COMA500 Issue Commercial Permit 6/23/2003 None DONE KS 6/23/2003 KS
COMB400 Building Review Revision 7/9/2003 7/9/2003 None DONE MRG 7/9/2003 MRG
Revision to cover deck ok mrg
COMB400 Building Review Revision 7/9/2003 7/9/2003 None DONE MRG 7/9/2003 MRG
Revision to footing again mrg ok
COMC110 Footing Inspection 7/21/2003 7/23/2003 None PASS RLS 7/25/2003 TW
COMA560 Permit Cancelled 12/24/2007 None DONE TFR 12/24/2007 TFR
/A/0 FJ12
Page 1 of 1 CaseActivity-rpt
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. I-' ' �_ _ APPROVED
BUMDJ.N Z 12 2112 MASO ILDING INSPECTOR
SUBJECT TO APPROVAL
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"wide stairway. Handrails shall meet the C1
lowing:34"-38"above nosing; cross secti
1 1/4"-2 one rail shall extend at least 1
p S 5yond the top riser and the distance of on
f Tn+12"beyond the bottom riseruBC
03.3.3.6
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DECK PLAN
EXAMPLE ONLY
APPROVED JOIST HANGERS EXISTING BUILDING
„BEARING REQ'D : _
FOR MFG.HOME
*LESCRIBE DECKING
MATERIALS
_ O
ES IBE OI ',S & ,?ACING
11
*DESCRIBE POSTS & PIER BOCK SIZES & SPACI G t-;DESCRIBER M JOIST -;D CRIBE BEAM SIZE & SPACING
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MASON COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
Permit Processing/Inspections/Addressing
Mason County Bldg.III 426 W.Cedar
P.O.Box 186 Shelton,WA 98584
(360) 427-9670 Belfair(360) 275-4467 Elma (360) 482-5269 Seattle (206) 464-696£
NON-STRUCTURAL RE-ROOF APPLICATION
Roof Slope: 4` 12
Old Roofing Material: C6MF
New Roofing Material: COT
Sheathing: 1 7
Underlayment: GQJ�" >I�A•lA,
Existing Insulation:
New Insulation:
tit'l',V C, " o
Roof Slope: UBC Table 15-13-1 & 15-B 2 O
Roof slope must be indicated to ensure selected roof covering is allowed on designee cht LOp
Roof Covering: UBC Section 1507
Selected roof covering must be installed in accordance%with manufacturer's specifications and ( 6,t'e�gt kr64ents.
T� ij, QF
Insulation: WSEC 101.3.2.5 exception 2a&2b 0�`
Existing roofs shall be insulated to the requirements of this Code if:
a.The roof is uninsulated or insulation is removed to the level of the sheathing or,
b.All insulation in the roof/ceiling was previouslhI installed exterior to the sheathing or non-existent.
r
ntilation: UBC Section 1505.3
Enclosed attics and rafter areas shall be supplied %with cross-ventilation. The net free ventilation area shall not be less than
1/150 of the area of the space to be ventilated. If 50%of the ventilating area is provided from the upper portion of the space to
Attic
ventilated, then 1/300 is allowed.
Applicant/Owner Contractor:
Parcel No.: ZZ/3Z- 3Ifv Permit No.:
Signature: Date:
Re-roof application.doc
An Illustrated Handbook
RAMPS
1106.8 Ramps.
1106.8.1 General.Ramps required to be accessible shall
comply with Section 1003.3.4 and the provisions of this
section. No ramp shall change direction between
landings, except ramps with an Inside radius of 30 feet
(9144 mm)or greater.
1106.8.2 Slope and Rise. The maximum slope of a ramp
shall be 1 vertical in 12 horizontal. The maximum rise for
any run shall be 30 inches(760 mm).
1106.8.3 Width. The minimum width of a ramp shall be
not less than 36 inches(915 mm)for interior ramps and
44 inches(1118 mm)for exterior ramps.
1106.8.4 Landings.Ramps within the accessible route of
travel shall have landings at the top and bottom, and at
least one intermediate landing shall be provided for each
30 inches (760 mm)of rise. Landings shall be level and
♦♦ have a minimum dimension measured in the direction of
♦ ♦ ramp run of not less than 60 Inches(1525 mm). Where
the ramp changes direction at a landingg, the landing shall
be not less than 60 inches(1525 mm)by 60 inches(1525
mm). The width of any landing shall be not less than the
width of the ramp.
1106.8.5 Handrails. Ramps having slopes steeper than
1 vertical to 20 horizontal shall have handrails as required
for stairways, except that intermediate handrails as
required in Section 1003.3.3.6 are not required. Handrails
shall be continuous provided that they shall not be
required at any point of access along the ramp,nor at any
curb ramp.Handrails shall extend at least 12 inches(305
♦ ` mm)beyond the top and bottom of any ramp run.
EXCEPTION:Ramps having a rise less than or equal to
♦♦♦ ,` 6 inches(152 nvn),or a run less than or equal to 72 inches
♦♦ .� ♦ (1830 mm),need not have handrails.
'o °S�♦♦ .� ♦ ♦♦♦♦ 1106.6.6 Exterior Ramps. Exposed ramps and their
,� ♦ approaches shall be constructed to prevent the ac-
` ♦ �. cumulation of water on walking surfaces.
�� ♦♦♦♦ �� 1106.8.7 Edge protection.Any portion of the edge of a
ramp with a slope greater than 1 vertical in 20 horizontal,
or landing which is more than 112 inch(13 mm)above the
adjacent grade or floor, shall be provided with edge
protection in accordance with the following:
�"I;� o 1. Walls and curbs. When used, walls or curbs shall
be not less than 2 Inches (51 mm) in height above the
surface of the accessible route of travel.
Q 2. Railings. When used, railings shall comply with
/ Section 1106.8.5and also shall have one of the following
features:
3t4inmjabl intermediate
rail mounted 17 to 19 inches
(40 o 85mvthe ramp or landing surface,or
2.2 A guardrail complying with Section 509.
21
An Illustrated Handbook
ENTRANCE PLATFORM
There must be a level platform on both the interior and
the exterior of accessible entrance/exit doorways. It
must be large enough for a person with a disability to
come to rest and take a position to open the door.The
wheelchair requires sufficient space on the strike jamb
side to remain clear of the door swing while allowing the II
user to reach the door operating hardware. If the
! platform has a hazardous edge condition, it must be
INTERIO LATFORM I �I
provided with a curb or guardrail or other protective i �� 111 II
railing, depending upon the specific condition (Ct
Section 1106.8.7,Appendix A,p. 14). II III
•
PROTECTIVE RAILING
AT HAZARDOUS EDGE III 11
yc % EXTERIOR PLATFORM70
7 ' mitt; RAMP APPROACH f
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ITS ttf
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SHOULDER FLU
WITH PLATFORM
~ STAIR APPROACH
K
N
'. ACCESSIBILITY DESIGN FOR ALL -
G
.STAIRWAYS
TK• Tv:•2• :"
Since many persons cannot use stairways,they are
not considered to be part of the accessible route of
travel;however,there are many persons who can use
them if they are properly designed, and free of
hazards. '' C
Stairways can be hazardous to persons who are par- x E
tially sighted or blind. The approach to stairways
should be Identified by tactile waming signals which HANDRAIL
inform persons with sight disabilities of their pre-
sence and their direction (up or down). It further is
recommended that consideration be given to high-
contrast delineation of tread nosings. Where stair-
ways Intersect a route of travel,it is advisable to set E
back the nosing of the first riser not less than 24
Inches.This allows space for a person to come to rest /. ^y^y i REOUIREO LANDING E
on the floor level before entering the route of travel;it , Z ' • �/ / �/ `� ��
also keeps the handrail extension from projecting Into
the route of travel.
It is important to emphasize that only the hand grip
portion of the handrail must comply with the regula- ��, " TACTILE WARNING
P _
tion (Cf Sec. 1003.3.3.6, Appendix A, p. 29). The
regulations stipulate that there be a 'space of not �� C
less than 11r2 Inches between the wall and the
handrail." [emphasis added — Ed.] It Is critically
Important,and the Americans with Disabilities Act _
Accessibility Guidelines require, that the space E E
also be not more than 1 to inches. Another R
functional con-straint is to maintain a continuous C'
gripping surface uninterrupted by handrail fastenings,
newel posts, etc. Handrails should be continuous
around intermediate landings. Stairways frequently C
used by children should have an additional set of
handrails, 24 Inches above the line of the tread HANDRAIL EXTENSION
nosings. Q11:�'C K RETURN TO WALL _
The regulations prohibit open risers In other than ��P REOUIREO LANDING C
R-1 Occupancies. This provision eliminates the
associated hazards which can result in tripping,with
consequent injury to the user, and liability to the
building owner. i !'
Where stairways serve areas for evacuation assist- 2q„ I TACTILE WARNINC,�
ance,there must be 48 Inches between handrails.
+e-
36 STAIRWAY SETBACK
Multi-Loaded Beam[97 Uniform Buildinq Code(91 NDS)1 Ver: 5.01 b
By: Michael Grohs , Mason County on:07-09-2003 : 10:06:15 AM
Proiect: - Location:
Summary:
3.5 IN x 11.25 IN x 8.0 FT /#1 -Hem-Fir- Dry Use
Section Adequate By: 19.1% Controlling Factor: Section Modulus/Depth Required 10.31 In
Center Span Deflections:
Dead Load: DLD-Center= 0.02 IN
Live Load: LLD-Center= 0.06 IN = U1686
Total Load: TLD-Center= 0.08 IN = U1183
Center Span Left End Reactions(Support A):
Live Load: LL-Rxn-A= 1000 LB
Dead Load: DL-Rxn-A= 438 LB
Total Load: TL-Rxn-A= 1438 LB
Bearinq Lenqth Required (Beam only, Support capacity not checked): BL-A= 1.01 IN
Center Span Riqht End Reactions(Support B):
Live Load: LL-Rxn-B= 1000 LB
Dead Load: DL-Rxn-B= 438 LB
Total Load: TL-Rxn-B= 1438 LB
Bearing Length Required (Beam only, Support capacity not checked): BL-B= 1.01 IN
Beam Data:
Center Span Lenqth: L2= 8.0 FT
Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT
Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 8.0 FT
Live Load Duration Factor: Cd= 1.00
Live Load Deflect. Criteria: U 360
Total Load Deflect. Criteria: U 240
Center Span Loading:
Uniform Load:
Live Load: wL-2= 25 PLF
Dead Load: wD-2= 10 PLF
Beam Self Weight: BSW= 10 PLF
Total Load: wT-2= 45 PLF
Point Load 1
Live Load: PL1-2= 1800 LB
Dead Load: PD1-2= 720 LB
Location (From left end of span): X1-2= 4.0 FT
Properties For:#1- Hem-Fir
Bendinq Stress: Fb= 950 PSI
Shear Stress: Fv= 75 PSI
Modulus of Elasticity: E= 1500000 PSI
Stress Perpendicular to Grain: Fc_perp= 405 PSI
Adjusted Properties
Fb' (Tension): Fb'= 1045 PSI
Adjustment Factors: Cd=1.00 Cf=1.10
Fv': Fv'= 75 PSI
Adjustment Factors: Cd=1.00
Design Requirements:
Controllinq Moment: M= 5397 FT-LB
4.0 Ft from Left Support of Span 2 (Center Span)
Critical moment created by combining all dead loads and live loads on span(s)2
Maximum Shear: V= 1438 LB
At Riqht Support of Span 2 (Center Span)
Critical shear created by combining all dead loads and live loads on span(s)2
Comparisons With Required Sections:
Section Modulus: Sreq= 62.0 IN3
S= 73.8 IN3
Area: Areq= 28.8 IN2
A= 39.3 IN2
Moment of Inertia: Ireq= 88.7 IN4
1= 415.2 IN4
EX15T.51DING
EX15T.1'LALL SHTG NOTE.
EXIST.2x STLD o 24'MAX. RAFTER BEAM,COL"SIZE AND T1CR5 C04,EGTION
FETAL FLASHING ARE BASED ON THE FOLLOK%A55I)PTION
VERTICAL LOAD:
V2'05B ROOF SHTG PV bd ob'OG ROOF 5HT6 TO LEDGER NAILIIY SGHDL ROOF DL=10 P5F(NO TILE ROOF)
AT ALL SI.PPORTED PANEL ED6E5 Bdo4'� SNOH =25 P5F
AND bd 010'OC INFIELD HIND,EXPOSURE C,bO MPH,Iw=I.
MIN.RF SLOPE PER UBG 1991
OR LOCAL 1JRISDIGTION ROOFING MATERIAL MIN.LEDGER SIZE 5E15MIG,ZONE 3,SOIL TYPE-3,1=1
2X0 MIN. (0-10'DST TO BL06)
80 CKIWl / / \` 2XI2 MIN.OR 2XI4'66--20'D1ST TO 5T TO BLDb) RAFTER 51 ZE5 (DF�2)
fLl1 BLOGKINi' 'MATCH WITH RAFTER SIZE
&RD MCUTH AT BEARING \ DISTANCE TO BUILDINb
LEDGER TO EACH HAL STUD NAILING SGiDL b'-Ib' b'-20'
(STUD SPACING SHALL BE 24'QC HAxI
GUTTER(T-P) N-16d 5TA66ER(0-10'D15T TO BLDG) 12'CG 2 X 6 2 X B 2 X 10
(4)-I6d 5TA66ER 00-16'DIST TO BLD6) 16'OG 2 X 6 2 X IO 2 X 12
RAFTER DF12-SEE RAFTER SGHDL (5)-Ibd STAGGER(Ib-20'DfST TO BL.DG) �s 24'CG 2 X b 2 X 12 2 X 14
It RICAAE CLIP AT EA END OF RAFTER )'ETAL HANGER
STEPSON HI OR EQUAL 51HF50N L5U26 (2X6 RAFTER) w
SIMPSON L55J20(2X0 RAFTER) BEAM SIZES (DF»2)
5111`50N L�550210(2XIOILP RAFTER)OR DISTANCE TO BUILDINb
2MAX BEAM DF12-SEE BEAM SGHDL EQUAL
0'-10, IO'-16' I6'-20'
FETAL P05T GAP 5' 4 x 4 4 X 6 4 X b
54MP5ON AC4(4X4 COLL 6' 4 x 6 4Xb 4 X b
5111 50N AG6(06 COLLt"OR X 6 4 X b 4 X 8
EGUA- 4 4Xb 4X10
1 4X10
COLUMN HFi1 PRE55I)2F TREATED L 4 x b 4X1010' 4 x B 4 X 10 4 X 12
to'MAX 4X4(0-10'D15T TO BLDu)
4Xb(10-I6'D15T TO BLDG)
4X6(I6-20'DIST TO 31-06) H BEAM BE
---{ 2
� FF
L<H SPAN SPAN MAX
Q ACOMTA5LE
FETAL P05T BASE(6AVANIZED) L —� T
51FP50N LCI344(04 CO lkW DISTANCE
SIMPSON LC546 MY,&COLLMW OR TO BLDb. FOOTING I
EQUAL W I COL"(IYP) BEAM
2'CLR L+ri
6'MIN (TYP) �� BUILDING
f�
SLOPE FINISH 6R L
AYAAY MOM 5LD6 CONCRETE FOOTING —*
1'-b'MIN 24'X24'X24'THICK H L>H
3'GLR V02500 P51 W AccEPrA9LE STANDARD DETAIL FOR ATTACHED
(TYP) 2-4 EA HAY TOPIBOT LAYER W.DISTANCE TO BLDG. RESIDENTIAL CARFORT
+-- 2'SQ FTG 3'GL CLAN I.C.5 0. OLYMPIC PENINSULA GHAP'TER
SECTION
H.rs Nrs
SCALE DATE DR BY -00 NO DHG NO
NONE 33/199b
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LC 34A
FILE APPROVED
MASON BUILDING INSPECTOR
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CHAN UBJEC7 TO APPROVAL
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REVISPD-,
�DATE
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1� SUBMIT CHANGES FORAPPROVAL I J z
- PRIOR TO PERFORMING
NG WORK
THESE PLANS MUSt BE
ON fitiE ju3 SITE
FOR Ihr' �i71�1.