HomeMy WebLinkAboutBLD2008-00768 Final Add Shop - BLD Permit / Conditions - 8/4/2008 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
Shelton, WA 98584
RESIDENTIAL BUILDING PERMIT BLD2008-00768
OWNER: LOU LA DOW RECEIVED: 6/20/2008
CONTRACTOR: EXEL BUILDERS INC 360-277-0257 LICENSE: EXCEL BUILDERS INC EXP.- 2/5/2010 ISSUED: 7/15/2008
SITE ADDRESS: 150 NE OLD BELFAIR HWY BELFAIR EXPIRES: 1/15/2009
PARCEL NUMBER: 123291400010
LEGAL DESCRIPTION: TR 1 OF S 1/2 SE NE TR D OF SP#230
PROJECT DESCRIPTION: DIRECTIONS TO SITE:
ADD 325 SQ FT SHOP ST RT 3 TO BEELFAIR L ON ST RT 300 STRAINGT ONT OLD BELFAIR HWY
TO ADDRESS ON RIGHT
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:
Valuation: Building Height: Occ. Status: Primary Basement: addition 325
Manufactured Home Information Setback Information Shoreline&Planning Information
Make: Length: Ft. Front: W 171.0 Ft. Shoreline: Ft. Water Body: NONE
SEPA?: Unkn
Model: Width: Ft. Rear: E Ft. Slope: Ft.
Side 1: N Ft. Shoreline Desig.: ilmttApplicable
Year: Serial No.: Side 2: S 85.0 Ft. Comp. Plan Desig.: Urban Growth Area
Plumbing Fixtures Mechanical Fixtures FEES
Type Qty. Type Qty. Type By Date Amount Receipt
Plan Check Fee KS 6/20/2008 $108.71 S12008000
Planning Review Fee KS 6/20/2008 $190.00 S12008000
EH Plan Review KS 6/20/2008 $40.00 S12008000
Building State Fee RTB 6/30/2008 $4.50 S22008000
Building Permit Fee RTB 6/30/2008 $167.25 S22008000
Total $510.46
BLD2008-00768 Please referto the following pages for conditions of this permit. 1 of 5
CASE NOTES FOR
aw BLD2008-00768
CONDITIONS FOR
BLD2008-00768
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���982. 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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2) 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 roayi�s��nnect 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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3) Water q�ityyi not to be degraded to the detriment of the aquatic environment as a result of this project.
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4) Prior to final approval, all upland areas disturbed or newt rested by construction activities shall be seeded, vegetated or given an equivalent type of
erosion protection (silt fencing or straw matting). X VY__
5) Temporary erosion control measures must be implemented to prevent water quality degradation of adjacent waters or wetlands. Silt fencing must be
installed and maintained until upland vegetation has become established. X 2
6) Approveop`r dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure.
X 1'✓✓
7) All other necessary permits from Mason County, Washington State and/or Federal Agencies that ar a uired for this proposed development and
construction must be obtained PRIOR TO SAME DEVELOPMENT AND CONSTRUCTION. X1�
8) All Best Management Practices must be strictly adhered tothroughout the proposed development. X 9C
9) All other necessary permits from Mason County, Washington State and/or Federal Agencies that a uired for this proposed development and
construction must be obtained PRIOR TO SAME DEVELOPMENT AND CONSTRUCTION. X +(J�
10) 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
Depart 'nt prior to any further inspections being performed or approvals granted.
BLD2008-00768 Please refer to the following pages for conditions of this permit. 2 of 5
S1) Owner/Agent is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28.
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12) 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
remov I of approved documents will result in failure of required building inspections.
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13) 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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14) THE FOUNDATION SYSTEM SHALL BE PLACED ON UNDISTURBED, NATIVE SOIL. X Qt-
15) 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
Buildin?Department prior to any further inspections being performed or approvals granted.
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16) A Mason County Stormwater Management Worksheet was completed and signed as part of this building permit application. Design, sizing, placement,
inspection and maintenance of stormwater management systems shall be the responsibility of the owner/agent of the developed parcel. It is the
owner/agent/contractor's responsibility to ensure that Mason County Department of Public Works has approved the stormwater site plan for this parcel
prior to the commencement of any development activities. *NOTE if Stormwater Management option "A"was selected on the Small Parcel Stormwater
Management Application/Worksheet the document entitled "Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan" constitutes
an approved plan based on the criteria listed on the application/worksheet. If the development has, or will have, a septic/drainfield system you are
responsible for contacting Mason County Division of Environmental Health to ensure that the stormwater system will not adversely affect the septic system
of this, or any other, parcel. You may also wish to consult with the septic design professional involved with the project. By calling for a final inspection of
the building permit the owner/agent/contractor i�;cJcnowledging that all components of the stormwater management system have been installed as
approved on the stormwater site plan. X �J C�
17) Concrete used for basement 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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18) 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 c des and Mason County Regulations unless a "Change of Use" permit is applied for, reviewed and approved.
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19) 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 renation.
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BLD2008-00768 Please referto the following pages for conditions of this permit. 3 of 5
20) 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.
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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
InspectAr 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 P�
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��ty 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 I}-ye 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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27) Owner/builder assumes all responsibility if drainfield/reserve area is encumbered. X '�
28) Landings and stairs must meet the same setback conditions as any permitted structure; and, must be shown on your site plan. Please check your
'Appro ed ite Plan" to ensure these structures are shown and meet the setback conditions listed.
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BLD2008-00768 Please referto the following pages for conditions of this permit. 4 of 5
29) By definition, propane tanks and heatpumps are structures, which must meet setback conditions. Please check your"Approved Site Plan"to ensure
r these structures meet the setback conditions listed.
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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 She agent on the owners behalf, represents that the information provided is accurate and grants employees of Mason County access to
the above described prope and re for review and inspection.
OWNER OR AGENT: c DATE: —7
BLD2008-00768 Please referto the following pages for conditions of this permit. 5 of 5
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o CONCRETE MECHANICAL MANUFACTURED HOME D
C) Footings 1 Setbacks GasePiping 6y Ribbons
o Interior Date By Interior-Date By Date By G
o
0) Exterior Date 7 L 2��' By 77 Exterior- Date By
Set-up r
Point Load/Isolated Footings INSULATION Date By C
Date By Data SLAB INSULATION By FIRE DEPARTMENT
Foundation Wails Floors Date By
Date Z Z.o By Data _ BY DECKS
FRAMING Walls Date By
Date , By,�t& Data By PROPANE TANKS
PLUMBING vault Date ay
Date By OTHER .-_._.._ ��.�_.� _Groundwork Attic
Date By Type-
Data By Date
By
o � DRYWALL Type.
Int.Brace Wall Date By W
Date ey Date By FINAL INSPECTION 0
m Water Line Fire Separation N
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Date By Date By Date - fay' O
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Pass or Request Inspect. i c
0 Type of Insp. Fail Date Date Done By Comments
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MASON COUNTY RESIDENTIAL PLANS SUBMITTAL CHECKLIST
)wner's Name: L no L L�6t� Date:_ (p aQ-� Reviewed By:
1uments:
Building permit Application Complete STORM WATER WORKSHEET CO ETE?
t/f'arming Intake Checklist Complete
_VSSite plan includes:Allowable building area,roof o ngs,decks,etc.
Fire Apparatus Access Road info required? Yes Q o
Energy Code Application Form-O Electric wall heater O Electric central furnace O LPG Furnace
O Heat pump with electric furnace O Heat pump with LPG ce O Boiler(heat type )
O Other:Specify: U n h 6J e� �4
n"4 MechanicaUPlumbin pplication-WATER HEATER FIOEL TYPE/LOCATION
_Engineering? Yes Snow load:.2-15— Seismic: 17 Z
Stock Plan—approved snow load: Seismic:
anu ed Home FLOOR PLANS
un ion T ufacture od ngin red foot' o dation Basem nt
Dec S.
Covered. Un v over 4 x over 30"? onstra ' ans r Ired.
Constructio Plans:_3 COMPLI') ETS
_Plans Legible _✓✓Recognized Scale v-�'flevation Views _Cross Section
_✓Foundation Plan ✓hoof Framing plan _Floor Plan-Use of rooms noted(all floors)
_eMoor Framing plan-all floor levels including loft,crawlspace.,etc. (<200 S.F.??—stairs?)
Plan Details:
✓1Foof framing details,truss lay-out maybe- -needed (Hip and girder location shown
Wall Framing-Does bearing-wall height exceed 10'?(Engineering may be required)
P/A Floor framing: Floor joists: Floor`beams:
Window headers. Typical header:_ y X 10 ,-
_✓foundation:footing size,reinforcement
Concrete Walls-Does Concrete Wall Height Exceed 8'?(Engineering may be required,see details)
,4 Landings at all exits?Less than 30"above grade?Y/N
tu=ion(s).
i/ Window Sizes Marked on Plans
Braced wall panels(shear walls)marked on plans?
7 2-story garage? (Engineering may be required) I"story of two story D1—45%,D2—55%
COMMENTS:
A 47
ENGINEERING REQUIRED
Braced wall panelstbrace wall lines are not marked on plans(R602.10)
Amount and location of bracing does not meet minimum required in Table R602.10.1
DESIGN CRITERIA: All notes and details required as a result of the engineered analysis shall be transferred onto proposed building plans.
Wind 85 MPH, Exposure B(unless proven otherwise). Seismic Zone: ,Snow_psf.
IRREGULAR BUILDINGS R301.2.2.2.2
Irregular portions of structures shall be designed in accordance with accepted engineering practice. A portion of a building shall be
considered to be irregular when one or more of the following conditions occur.,
1)Exterior braced wall line or B WP cantilevered or offset by more than 4'
2)Roof or floor is not laterally supported on all edges
2A)Portion of roof or floor extend more than 6 ft.beyond the braced wall line.
3)End of B WP extends more than I ft. over an opening more than 8 ft in width below.
4)Opening in a floor or roof exceed the lesser of 12 ft.or 50"/o of the least floor or roof dimension.
5)Portions of floor level are offset vertically
6) Shear wall lines do not occur in two perpendicular directions.
7) When a story above grade is includes masonry or concrete construction(exc:fireplaces,chimneys,and veneer).
When this applies the entire story shall be designed In accordance with accepted engineering practice.
H:\permit tech building checkhAdoc Revised 11-30-2007
Roof Beam[2006 International Buildinq Code(05 NDS)1 Ver:7.01.14
Bv: rich balderston , mason county dcd on: 06-30-2008 : 11:21:47 AM
PPoject: ladow garage addition- Location:6'opening bearing wall
Summary:
3.5 IN x 9.25 IN x 6.0 FT /#2-Hem-Fir-Dry Use
Section Adequate By: 189.4% Controlling Factor: Section Modulus/Depth Required 5.44 In
Deflections:
Dead Load: DLD= 0.01 IN
Live Load: LLD= 0.02 IN = U3294
Total Load: TLD= 0.04 IN = U2002
Reactions(Each End):
Live Load: LL-Rxn= 675 LB
Dead Load: DL-Rxn= 436 LB
Total Load: TL-Rxn= 1111 LB
Bearing Length Required (Beam only, support capacity not checked): BL= 0.78 IN
Beam Data:
Span: L= 6.0 FT
Maximum Unbraced Span: Lu= 5.0 FT
Pitch Of Roof: RP= 3. : 12
Live Load Deflect. Criteria: U 360
Total Load Deflect. Criteria: U 180
Roof Loadinq:
Roof Live Load-Side One: LL1= 25.0 PSF
Roof Dead Load-Side One: DL1= 15.0 PSF
Tributary Width-Side One: TW1= 6.0 FT
Roof Live Load-Side Two: LL2= 25.0 PSF
Roof Dead Load-Side Two: DL2= 15.0 PSF
Tributary Width-Side Two: TW2= 3.0 FT
Roof Duration Factor: Cd= 1.15
Beam Self Weiqht: BSW= 6 PLF
Slope/Pitch Adjusted Lenqths and Loads:
Adjusted Beam Length: Ladi= 6.0 FT
Beam Uniform Live Load: wL= 225 PLF
Beam Uniform Dead Load: wD_adi= 145 PLF
Total Uniform Load: wT= 370 PLF
Properties For:#2-Hem-Fir
Bendinq Stress: Fb= 850 PSI
Shear Stress: Fv= 150 PSI
Modulus of Elasticity: E= 1300000 PSI
Adjusted Modulus of Elasticitv: E-Min= 470000 PSI
Stress Perpendicular to Grain: Fc_perp= 405 PSI
Adjusted Properties
Fb'(Tension): Fb'= 1159 PSI
Adjustment Factors: Cd=1.15 CI=0.99 CF=1.20
Fv': Fv'= 173 PSI
Adjustment Factors: Cd=1.15
Design Requirements:
Controllinq Moment: M= 1666 FT-LB
3.0 ft from left support
Critical moment created by combining all dead and live loads.
Controllinq Shear: V= 844 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= 17.24 IN3
S= 49.91 IN3
Area(Shear): Areq= 7.34 IN2
A= 32.38 IN2
Moment of Inertia (Deflection): Ireq= 25.23 IN4
1= 230.84 IN4
THESE PLANS MUST BE
ON THE ,SOB SITE
Oft INslPECT110tA,
Roof Rafter[2006 International Building Code(05 NDS))Ver: 7.01.14
By: rich balderston , mason county dcd on:06-30-2008 : 11:19:49 AM
P'roiect: ladow garage addition-Location: roof rafter
Summary:
3.5 IN x 9.25 IN x 14.0 FT(11 +3)6�60 O.C./#2-Hem-Fir-Dry Use
Section Adequate By:68.9% Controlling Factor: Section Modulus/Depth Required 7.12 In
Interior Span Deflections:
Dead Load: DLD-Interior= 0.07 IN
Live Load: LLD-Interior= 0.15 IN= U933
Total Load: TLD-Interior= 0.22 IN= U619
Eave Deflections(Positive Deflections used for design):
Dead Load: DLD-Eave= 0.00 IN
Live Load: LLD-Eave= 0.05 IN=21J1628
Total Load: TLD-Eave= 0.00 IN=2U74215900
Rafter End Loads and Reactions: LOADS: RXNS:
Upper Live Load: 138 PLF 688 LB
Upper Dead Load: 79 PLF 394 LB
Upper Total Load: 216 PLF 1081 LB
Lower Live Load: 223 PLF 1114 LB
Lower Dead Load: 138 PLF 689 LB
Lower Total Load: 360 PLF 1802 LB
Upper Equiv.Tributary Width: UTWeq= 5.25 FT
Lower Equiv.Tributary Width: LTWeq= 9.18 FT
Rafter Data:
Interior Span: L= 11.0 FT
Eave Span: L-Eave= 3.0 FT
Rafter Spacing: Spacing= 60.0 IN O.C.
Rafter Pitch: RP= 3.0 : 12
Roof sheathing applied to top of joists-Top of rafters fully braced.
Live Load Deflect. Criteria: U 360
Total Load Deflect. Criteria: U 240
Rafter Loads:
Roof Live Load: LL= 25.0 PSF
Roof Dead Load: DL= 15.0 PSF
Roof Duration Factor: Cd= 1.15
Slope Adjusted Spans And Loads:
Interior Span: L-adi= 11.34 FT
Eave Span: L-Eave-adi= 3.09 FT
Rafter Live Load: wL-adi= 118 PLF
Rafter Dead Load: wD-adi= 73 PLF
Rafter Total Load: wT-adj= 190 PLF
Properties For:#2-Hem-Fir
Bending Stress: Fb= 850 PSI
Shear Stress: Fv= 150 PSI
Modulus of Elasticity: E= 1300000 PSI
Adjusted Modulus of Elasticity: E-Min= 470000 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:
Controlling Moment: M= 2888 FT-LB
5.556 Ft from left support of span 2(Center Span)
Critical moment created by combining all dead loads and live loads on span(s)2
Controlling Shear: V= 1030 LB
At a distance d from right support of span 2 (Center Span)
Critical shear created by combining all dead loads and live loads on span(s)2, 3
Comparisons With Required Sections:
Section Modulus(Moment): Sreq= 29.55 IN3
S= 49.91 IN3
Area(Shear): Areq= 8.96 IN2
A= 32.38 IN2
Moment of Inertia (Deflection): Ireq= 89.51 IN4
1= 230.84 IN4
THESE Pl AN5 MUST BE
0
P1 TV4E .DOB SITE
FOR 'INSPECTI
Roof Beam[2006 International Buildinq Code(05 NDS)1 Ver: 7.01.14
Bv: rich balderston , mason county dcd on: 06-30-2008 : 11:02:04 AM
Project: ladow garage addition-Location: opening at removed wall
Summary:
6.75 IN x 18.0 IN x 20.0 FT /16F-V6-Visually Graded Western Species-Dry Use
Section Adequate By: 19.8% Controlling Factor: Section Modulus/Depth Required 16.45 In
Deflections:
Dead Load: DLD= 0.26 IN
Live Load: LLD= 0.38 IN= U625
Total Load: TLD= 0.64 IN= U375
Reactions(Each End):
Live Load: LL-Rxn= 5250 LB
Dead Load: DL-Rxn= 3510 LB
Total Load: TL-Rxn= 8760 LB
Bearinq Lenqth Required (Beam only, support capacity not checked): BL= 2.32 IN
Camber Reqd.: C= 0.39 IN
Beam Data:
Span: L= 20.0 FT
Maximum Unbraced Span: Lu= 5.0 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 Loadinq:
Roof Live Load-Side One: LL1= 25.0 PSF
Roof Dead Load-Side One: DL1= 15.0 PSF
Tributary Width-Side One: TW1= 10.0 FT
Roof Live Load-Side Two: LL2= 25.0 PSF
Roof Dead Load-Side Two: DL2= 15.0 PSF
Tributary Width-Side Two: TW2= 11.0 FT
Roof Duration Factor: Cd= 1.15
Beam Self Weiqht: BSW= 26 PLF
Slope/Pitch Adjusted Lenqths and Loads:
Adjusted Beam Lenqth: Ladi= 20.0 FT
Beam Uniform Live Load: wL= 525 PLF
Beam Uniform Dead Load: wD adi= 351 PLF
Total Uniform Load: wT= 876 PLF
Properties For: 16F-V6-Visually Graded Western Species
Bendinq Stress: Fb= 1600 PSI
Shear Stress: Fv= 265 PSI
Modulus of Elasticitv: E= 1500000 PSI
Adjusted Modulus of Elasticitv: E-Min= 780000 PSI
Stress Perpendicular to Grain: Fc perp= 560 PSI
Bendinq Stress of Comp. Face in Tension: Fb_cpr= 1600 PSI
Adjusted Properties
Fb'(Tension): Fb'= 1727 PSI
Adjustment Factors: Cd=1.15 CI=0.99 Cv=0.94
Fv': Fv'= 305 PSI
Adjustment Factors: Cd=1.15
Design Requirements:
Controllinq Moment: M= 43802 FT-LB
10.0 ft from left support
Critical moment created by combining all dead and live loads.
Controllinq Shear: V= 7534 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= 304.30 IN3
S= 364.50 IN3
Area (Shear): Areq= 37.08 IN2
A= 121.50 IN2
Moment of Inertia(Deflection): Ireq= 2102.14 IN4
1= 3280.50 IN4
THESE PLANo MUST BE
ON THE JOB SITE
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Documents attar ed to apprgved plans:
-Wan 17 G �zS
Plan revie chec ages
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Number of pages y CHANGES
c SUBMIT CHANGES FOR APPROVAL
PRIOR TO PERFORMING WORK
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- 2006 IRC Braced Wall Panel Requirements
Exterior Braced Wall Panel,4'0"min. (R602.10.3)-BWP
Alternate Braced Wall Panel,2'8"min. (R602.10.6.1)-ABP — S_a_
Interior Braced Wall Panel,dim.vary(R602.10.3)-IBWP 'r
Portal Frame Panel, min. 16"/24"(R602.10.6.2)-PFP
See attached details for additional informationrz
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