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Home My WebLink AboutBLD2005-00004 Final SFR - BLD Permit / Conditions - 6/2/2006 Inspection Line(360)127-7262 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670,ext.352 Mason County Bldg. 3 426 W. Cedar P.O. Box 186 Shelton, WA 98584 ��o .5 IP10I T RESIDENTIAL BUILDING PERM BLD2005-00004 OWNER: JACOB LA AULT RECEIVED: 1/3/2005 CONTRACTOR: LICEN EXP-. ISSUED: 3/10/2005 SITE ADDRESS: 100 E CLONAKILTY DR SHELTON EXPIRES: 10/12/2005 PARCEL NUMBER: 321275400043 LEGAL DESCRIPTION: LAKE LIMERICK 5 TR 43 PROJECT DESCRIPTION: DIRECTIONS TO SITE: Primary Residence HWY 3 TO MASON LAKE CUTOFF FOLLOW PAST STORE UNDER RR TRESSEL FIRST RT GO 1 BLOCK TURN LEFT 2ND DRIVEWAY ON RIGHT. General Information Construction &Occupancy Information Square Footage Information No. of Bedrooms: 2 Type of Constr.: V-B Type of Use: SF Insp.Area: No. of Bathrooms: 2 Occ. Group: R-3 Lot Size: Deck: Type of Work: NEW Fire Dist.: 5 No. of Stories: 1 Occ. Load: Building:982 Valuation: Building Height: 0 Occ. Status: Primary Basement: Cov. Porch 90 Manufactured Home Information Setback Information Shoreline&Planning Information Make: Length: Ft. Front: W 75.0 Ft. Shoreline: Ft. Water Body: No Rear: E 77.0 Ft. Slope: 10.0 Ft. SEPA?: Unkn Model: Width: Ft. Side 1: IN 32.0 Ft. Shoreline Desig.: NmttApplicable Year: Serial No.: Side 2: S 39.0 Ft. Comp. Plan Desig.: Rural Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Dishwasher 1 Exhaust Hood 1 Plan Check Fee KS 1/3/2005 $500.34 S12005 Hosebibs 2 Furnace<100K 1 Planning Review Fee KS 1/3/2005 $155.00 S12005 Kitchen Sink 1 Gas Outlets 2 Adjust Plan Check Fee JRN 1/6/2005 -$4.55 S12005 Lavatories 2 Propane Tank 1 Building State Fee JRN 1/6/2005 $4.50 S12005 Water Closets (Toilets) 2 Ventilation Fan 3 Building Permit Fee JRN 1/6/2005 $762.75 S12005 Water Heaters 1 Propane Stove 1 Plumbing Fee JRN 1/6/2005 $75.00 S12005 Bath Tubs 2 Dryer Vent 1 Plumbing Base Fee JRN 1/6/2005 $20.00 S12005 Clothes Washer 1 Mechanical Fee JRN 1/6/2005 $128.05 S12005 Mechanical Base Fee JRN 1/6/2005 $23.50 S12005 EH Plan Review CEW 2/15/2005 $75.00 S12005 Public Works Review AT 3/2/2005 $39.22 S12005 Total $1,778.81 - BLD2005-00004 Please refer to the following pages for conditions of this permit. 1 of 5 Inspection Line(360)127-7262 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670,ext.352 Mason County Bldg. 3 426 W. Cedar P.O. Box 186 Shelton, WA 98584 t5t 0 RESIDENTIAL BUILDING PERMIT BLD2005-00004 OWNER: JACOB LAGAULT RECEIVED: 1/3/2005 CONTRACTOR: LICENSE: EXP: ISSUED: 3/10/2005 SITE ADDRESS: 100 E CLONAKILTY DR SHELTON EXPIRES: 9/10/2005 PARCEL NUMBER: 321275400043 LEGAL DESCRIPTION: LAKE LIMERICK 5 TR 43 PROJECT DESCRIPTION: DIRECTIONS TO SITE: Primary Residence HWY 3 TO MASON LAKE CUTOFF FOLLOW PAST STORE UNDER RR TRESSEL FIRST RT GO 1 BLOCK TURN LEFT 2ND DRIVEWAY ON RIGHT. General Information Construction &Occupancy Information Square Footage Information No. of Bedrooms: 2 Type of Constr.: V-B Type of Use: SF Insp.Area: No.of Bathrooms: 2 Occ. Group: R-3 Lot Size: Deck: Type of Work: NEW Fire Dist.: 5 No.of Stories: 1 Occ. Load: Building:982 Valuation: Building Height: 0 Occ. Status: Primary Basement: Cov. Porch 90 Manufactured Home Information Setback Information Shoreline& Planning Information Make: Length: Ft. Front: W 75.0 Ft. Shoreline: Ft. Water Body: No Rear: E 25.0 Ft. Slope: 10.0 Ft. SEPA?: Unkn Model: Width: Ft. Side 1: N 25.0 Ft. Shoreline Desig.: i WIApplicable Year: Serial No.: Side 2: S 40.0 Ft. Comp. Plan Desig.: Rural Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Dishwasher 1 Exhaust Hood 1 Plan Check Fee KS 1/3/2005 $500.34 S12005 Hosebibs 2 Furnace<100K 1 Planning Review Fee KS 1/3/2005 $155.00 S12005 Kitchen Sink 1 Gas Outlets 2 Adjust Plan Check Fee JRN 1/6/2005 -$4.55 S12005 Lavatories 2 Propane Tank 1 Building State Fee JRN 1/6/2005 $4.50 S12005 Water Closets (Toilets) 2 Ventilation Fan 3 Building Permit Fee JRN 1/6/2005 $762.75 S12005 Water Heaters 1 Propane Stove 1 Plumbing Fee JRN 1/6/2005 $75.00 S12005 Bath Tubs 2 Dryer Vent 1 Plumbing Base Fee JRN 1/6/2005 $20.00 S12005 Clothes Washer 1 Mechanical Fee JRN 1/6/2005 $128.05 S12005 Mechanical Base Fee JRN 1/6/2005 $23.50 S12005 EH Plan Review CEW 2/15/2005 $75.00 S12005 Public Works Review AT 3/2/2005 $39.22 S12005 Total $1,778.81 BLD2005-00004 Please referto the following pages for conditions of this permit. 1 of 5 CASE NOTES FOR BLD2005-00004 CONDITIONS FOR BLD2005-00004 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 _5-'2 2) The internationnl 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 roads connect with a county maintained public road or to another fire apparatus access road which connects to a county maintained public road. X : 4 3) 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 prior to any further inspections being performed or approvals granted. X 4) 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 5) 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 approved documents will result in failure of required building inspections. X 6) THE FOUNDATION SYSTEM SHALL BE PLACED ON UNDISTURBED, NATIVE SOIL. X BLD2005-00004 Please refer to the following pages for conditions of this permit. 2 of 5 7) Washington State Energy Code Compliance has been approved using the following: Heat Type: Electric or other fuels, Compliance Method: IV, Window(Max U-Factor):0.40, Skylight(Max U-Factor):0.58, Doors (Type/Max U-Factor):0.40 or less, Wall insulation R-21, Floor insulation R-30, Ceiling Insulation R-38,Vault Insulation R-30, Slab Insulation R-10. ' X -1 8) 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). X 9) 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 revocation. X 10) 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. X7 2' 11) 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 be made prior to requesting additional inspections. X 12) All propane tanks must be installed in accordance with the International Fire Code and all applicable Mason County ordinances. All propane tanks filled on site must be located a minimum of 10'from any possible source of ignition (electrical outlets, electrical fixtures, compressors, etc), mechanical system air intake (direct vent appliance, ventilation air intake, etc), and/or any weeds, grass, brush, trash or any other similar combustible materials. Propane tanks less than 125 gallons must also be located a minimum of 5'from any building opening (foundation vents,windows, doors etc), property line or easement. If a propane tank is exposed to probable vehicular damage, protective bollards must be installed. X —" 13) All propane tanks must be installed in accordance with the InternationalFire Code and all applicable Mason County ordinances. All Propane tanks between 125 and 500 gallons must be located a minimum of 10'from any building, property line, public way, possible source of ignition (electrical outlets, electrical fixtures, compressors, etc), and/or any weeds, grass, brush, trash or any other similar combustible materials. If a propane tank is exposed to probable vehicular damage, protective bollards must be installed. X -i 14) All propane tanks must be installed in accordance with the International Fire Code and all applicable Mason County ordinances. All propane tanks must meet the installation requirements and minimum setbacks as listed in the Mason County Fire Marshal's Standards for the Installation of Propane Tanks. X J 15) Fuel piping shall be inspected after the installation of fuel piping is complete, and before the attachment of fixtures, appliances, or shut-off valves. At the time of inspection the test pressure shall be no less than 10 psi held for no less than 15 minutes. Appliances to be attached to the fuel piping system shall not be used until the final inspection has been performed and approved by a Mason County building inspector. X T"� BLD2005-00004 Please referto the following pages for conditions of this permit. 3 of 5 '16) The placement of small propane tanks are not normally subject to a permit review by the Planning Department; however, propane tanks are subject to Planning Department regulations. Such regulations primarily consist of setbacks from shorelines and features considered to be critical areas (streams, wetlands, slopes, etc.) If you think such features exist on or nearby your property, please contact the Planning Department so that exact setback requirements can be determined. X -- 17) All property lines shall be clearly identified at the time of foundation inspection. X J 18) 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 County ordinances and building regulations. X 0—/ 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 have prevented 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, and flashing. Install metal connectors approved for contact with the new types of pressure treated material. X 21) Water quality is not to be degraded to the detriment of the aquatic environment as a result of this project. X 22) Prior to final approval, all upland areas disturbed or newly created by construction activities shall be seeded,vegetated or given an equivalent type of erosion protection (silt fencing or straw matting). X 23) All construction and demolition debris must be removed after project completion. Proper disposal of construction debris must be on land in such a manner that debris cannot enter or cause water quality degredation of State waters. X 24) Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. X � 25) All other necessary permits from Mason County, Washington State and/or Federal Agencies that are required for this proposed development and construction must be obtained PRIOR TO SAME DEVELOPMENT AND CONSTRUCTION. X e. BLD2005-00004 Please referto the following pages for conditions of this permit. 4 of 5 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 owneror 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 stwcture fo rev'ew and inspection. / OWN ER OR AGENT %� i DATE: BLD2005-00004 Please refer to the following pages for conditions of this permit. 5 of 5 o �vvE c 3 F Nac- G CONCRETE MECHANICAL MANUFACTURED HOME o Footings ISetbacks Date lit CS By "Vtt Ribbons o Date 's Gas Piping Date By 0 Foundation Walls Date B y Set-up Date By INSULATION Date By B G / Slab Insulation Floors Final Date By Date S 30 B y Date B y FRAMING Walls FIRE DEPT Date By Date By Date By PLUMBING Attic OTHER Groundwork Date By,—Oil Date By WALLBOARD NAILING D.W.V. GAD Date TF%,; Lfcy B y Lb Date j 1LQ0- By FINAL INSPECTION Water Line Date b L 1% By (�,OK� Date ��' �� [` .S By fc `.> Date By CD Sao 1 0 -rAlk r � vl- -' Z3 o a o � z-t tZ 0 lZ l� cap L 5 �fE Div c y sc Luc Q.rrroo CD II.yN3ls sv�ov0�cr o �E - -FeA(,,fLE ft ,5 12 to oS- 12 F -4- O Gd S422-.-4xi-( nSs 5 31 by !o/z/0(o L-+O1C OUT ``I-v�s-t�,� J OUT �k&A ►►tea�1�,�. - I� owe 1 -h I vv h �e 77p w 3 AP P ; ✓ED MAS N CJU,'� DCj PLANNING SITE PLAN4 RE U;,r?ED TO BE ON SITE CHANGES ECT TO APPROVAL 6 — Date �r ED DATE Please illustrate below the proposed building site in relation to water and property lines: Departmental Review (For Office Use Only) Planning Department Findings: 1:\PLANNING\CHARELL&RENEE\PRE-INSPECTION Revised: 11/15/04 (Z / f S 3 o A 40 � dS or flJ 0.S S 1 S900 Q\ ,a�, ° ,"\ b r � a o o � PLANNING r 1 04 i l TOPOGRAPHY PROFILE: L,v A- S )4-f b Il A d s B a s l<<c�(� -1�-�- a o✓` s �a �s � n Direction: Scale:/1f`� Approval:for ofiice use Building Permit number: �G{�C Building: '�4 - Owner/Applicant: Kl d�� Date ofI-VI' f I Manning: Parcel Number: 3A 5 o oo 1-3 application: Env. Health: S,�OOD p r'-- —— __ _____ a , —:71 ------- �d�io I I 1 06 11 1 206 f CONCRETE (3000 P.S.I. LAS w/6x 6W F. MIN) 10/10 M II cn 2 X 1213AND(CON clq X' 2 ........... ........... ...... (VERIFYH" Gt� STEP D h. 1............ ON p ............ SITE) -r7 N :.1,. ......... v ?o .0. ..........: .. .......... N 295 2X12 9--0w cl .......... . ........ UN 2X12 if) -37.......... 0) C14 .......... N 243 .......... N n ....... 2Xi2 ................ ......... .. .......... . .......... ...... 41"T, CY) LL .......... 0 . .......... ........ .......... af......... 91.01: 2X'2 Cir=A�l .......... AM cv N co 77 .. .......... N q Ft '50 -4'12' 0 N Per v G0 .......... .0. -19 295 .......... 2 X I--PLI2 .......... ........... "OT cv) 243 —7-t T' N d c,4 Acontint, ........ N ki ....... . rqeus fund around ot46I iseUir. v e t nt'rc PtriMetej of 'strtictTre. N .......... _ I 1� i,. Y F- cn STEP DOWN ONTO CON cC CNT-P-(VERIFy HEIGHT@ SI H x RETE(30oo MI 202 N WWF. -9 Y-e) or &V 7 ( ( \ C\l c' 121- 17-1 301-on �- 5 IT-ION- - PLAN (CRAIA/I 0 rl A 0'% Request. To Revise An Approved Plan Permit Number: BLD200 J&Cy b EK` &�Name Parcel Number - - Phone Number daytime (__) Project Address 0( ) L n a t Mailing Address Please provide a complete,detailed description of the proposed revisions to the approved plans: Are two sets of the revised plans or addendum indicating the changes included? ❑ Yes ❑ No Are the approved site plans included? ❑ Yes ❑ No Are the revisions clearly and accurately identified on the plans or addendum? ❑ Yes ❑ No Does the plan contain an engineer's or architect's lateral or vertical analysis? ❑ Yes ❑ No If Yes,Has the engineer or architect approved this revision? ❑ Yes ❑ No Is a stamped and signed approval included with this request? ❑ Yes ❑ No (Note:No structural chances to a"desiened"plan will be approved without the written consent of the engineer and/or architect of record Does the proposed revision modify the footprint or location of the structure? ❑ Yes ❑ No If Yes,Is a revised site plan,with all new setback dimensions included with this request? ❑ Yes ❑ No Additional Information: Applicant's signature Date: Office Use Only Received by: Date Sent Assigned To Approved By Date B Original Valuation: $ Additional Valuation: $ p. cl Sq.Ft. x$ $ CA � I3h5 Sq.Ft. x$ $ E.H. Total New Valuation $ P W Additional Fees: Additional Planning Dept. $ Additional Plan Review $ New Setbacks: Front / Rear / Additional Building Permit $ Sidel. / Side2 / Additional Plumbing $ Additional Conditions/Comments: Additional Mechanical $ Additional E.H.Dept. $ Other $ Total Amount Due: $ Amount To Be Paid Up-Front$ Taff ioitLl Revised SRG W291= oN-STgTF MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 0 s° Planning Division i o T z P O Box 279, Shelton,WA 98584 100 N Y �,o~ (360)427-9670 1864 NOTIFICATION OF INCOMPLETE APPLICATION January 11, 2005 JACOB LAGAULT 1228 LISA LANE LACEY WA 98503 Parcel No.: 321275400043 Project Description: Primary Residence Dear Applicant: You have submitted a permit application (case no. BLD2005-00004) for proposed construction or development in the county. Upon review of your application, I have determined that the contents of the application are incomplete or do not provide enough detail for review. Therefore, review of your application will not proceed until the necessary information is provided (see the comment section of this letter for details.) Once the information is submitted and the application is complete, I will continue to process your application accordingly. If the additional information is not provided to the County within 180 days of this request, the application shall expire and no further action on the proposed development shall take place. Please contact me at (360) 427-9670, ext. 294 if you have questions. Sincerely, Charles Mead McCoy III Land Use Planner Mason County Planning Department 1/11/2005 1 of 2 BLD2005-00004 NOTIFICATION OF INCOMPLETE APPLICATION 1/11/2005 Case No.: BLD2005-00004 4 Comments: Landslide Hazard Area: A site review was conducted on 1/7/2005 to assess critical areas relevant to future residential construction. The proposed project is adjacent to or within 300 feet of a steep slope. This area meets the criteria for a Landslide Hazard Area per the provisions of the Mason County Resource Ordinance NO. 77-93. Applications for development within 300 feet of a Landslide Hazard Area require a Geological Assessment to assess slope stability and address specific efforts to remediate the hazard. Enclosed is a copy of the Landslide Hazard Areas chapter of the Resource Ordinance. Please note the distinction between a Geological Assessment (Section E.4) and a Geotechnical Report (Section E.5). A Geological Assessment is required for slopes between 15% and 40%, and a Geotechnical Report is required for slopes greater than 40%. Please provide the enclosed ordinance to your licensed engineer or geologist so that they are aware of all the requirements per Chapter 17.01.100, Section E.1-7. Missing information will result in further delay in the processing of your building permit. The report must state that the hazards of the landslide are can be overcome in such a manner as to prevent harm to property and public health and safety, and must also assure the project will cause no significant environmental impact (Section E.7). 1/11/2005 2 of 2 BLD2005-00004 X Uniformly Loaded Floor Beam[2003 International Buildinq Code (01 NDS)1 Ver:6.00.7 (J By: Debbera Coker, Mason County Building Dept. on: 04-13-2005 : 10:35:53 AM Project: -Location: Summary: 5.5 IN x 9.5 IN x 8.0 FT /#2- Hem-Fir- Dry Use Section Adequate By: 8.1% Controlling Factor: Section Modulus/Depth Required 9.14 In Deflections: Dead Load: DLD= 0.03 IN Live Load: LLD= 0.09 IN = L/1072 Total Load: TLD= 0.11 IN = U838 Reactions(Each End): Live Load: LL-Rxn= 1680 LB Dead Load: DL-Rxn= 471 LB Total Load: TL-Rxn= 2151 LB Bearing Length Required (Beam only, support capacity not checked): BL= 0.97 IN Beam Data: Span: L= 8.0 FT Unbraced Lenqth-Top of Beam: Lu= 1.5 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Floor Loadinq: Floor Live Load-Side One: LL1= 40.0 PSF Floor Dead Load-Side One: DL1= 10.0 PSF Tributary Width-Side One: TW1= 6.0 FT Floor Live Load-Side Two: LL2= 40.0 PSF Floor Dead Load-Side Two: DL2= 10.0 PSF Tributary Width-Side Two: TW2= 4.5 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Beam Loadinq: Beam Total Live Load: wL= 420 PLF Beam Self Weiqht: BSW= 13 PLF Beam Total Dead Load: wD= 118 PLF Total Maximum Load: wT= 538 PLF Properties For:#2- Hem-Fir Bendinq Stress: Fb= 675 PSI Shear Stress: Fv= 140 PSI Modulus of Elasticity: E= 1100000 PSI Stress Perpendicular to Grain: Fc_perp= 405 PSI Adjusted Properties Fb'(Tension): Fb'= 674 PSI Adjustment Factors: Cd=1.00 CI=1.00 Cf=1.00 Fv': Fv'= 140 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= 4302 FT-LB 4.0 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear: V= 1764 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= 76.54 IN3 S= 82.73 IN3 Area (Shear): Areq= 18.90 IN2 A= 52.25 IN2 Moment of Inertia (Deflection): Ireq= 131.94 IN4 1= 392.96 IN4 C/ Uniformly Loaded Floor Beam[2003 International Buildinq Code (01 NDS))Ver: 6.00.7 By•.-Debbera Coker, Mason County Building Dept.on: 04-13-2005 : 10:36:09 AM Project: -Location: Summary: 5.5 IN x 7.5 IN x .0 F /#2- Hem-Fir- Dry Use Section Adequat :2.6% Controlling Factor: Section Modulus/Depth Required 7.41 In Deflections: Dead Load: DLD= 0.02 IN Live Load: LLD= 0.06 IN= U1251 Total Load: TLD= 0.07 IN = U982 Reactions(Each End): Live Load: LL-Rxn= 1260 LB Dead Load: DL-Rxn= 345 LB Total Load: TL-Rxn= 1605 LB Bearing Length Required (Beam only,support capacity not checked): BL= 0.72 IN Beam Data: Span: L= 6.0 FT Unbraced Lenqth-Top of Beam: Lu= 1.5 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Floor Loadinq: Floor Live Load-Side One: LL1= 40.0 PSF Floor Dead Load-Side One: DL1= 10.0 PSF Tributary Width-Side One: TW1= 6.0 FT Floor Live Load-Side Two: LL2= 40.0 PSF Floor Dead Load-Side Two: DL2= 10.0 PSF Tributary Width-Side Two: TW2= 4.5 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Beam Loadinq: Beam Total Live Load: wL= 420 PLF Beam Self Weiqht: BSW= 10 PLF Beam Total Dead Load: wD= 115 PLF Total Maximum Load: wT= 535 PLF Properties For:#2-Hem-Fir Bendinq Stress: Fb= 575 PSI Shear Stress: Fv= 140 PSI Modulus of Elasticity: E= 1100000 PSI Stress Perpendicular to Grain: Fc_perp= 405 PSI Adjusted Properties Fb'(Tension): Fb'= 575 PSI Adjustment Factors: Cd=1.00 CI=1.00 Cf=1.00 Fv': Fv'= 140 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= 2408 FT-LB 3.0 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear: V= 1284 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= 50.27 IN3 S= 51.56 IN3 Area (Shear): Areq= 13.76 IN2 A= 41.25 IN2 Moment of Inertia(Deflection): Ireq= 55.66 IN4 1= 193.36 IN4 Uniformly Loaded Floor Beam[2003 International Buildinq Code(01 NDS)1 Ver:6.00.7 By: Debbera Coker, Mason County Building Dept.on:04-13-2005 : 10:40:32 AM Project: -Location: Summary: 5.5 IN x 7.5 IN x 8.0 FT /#2- Hem-Fir- Dry Use Section Inadequate By: 49.0% Controlling Factor: Section Modulus I Depth Required 9.16 In Deflections: Dead Load: DLD= 0.04 IN Live Load: LLD= 0.16 IN = U616 Total Load: TLD= 0.20 IN = U482 Reactions(Each End): Live Load: LL-Rxn= 1440 LB Dead Load: DL-Rxn= 400 LB Total Load: TL-Rxn= 1840 LB Bearing Length Required (Beam only,support capacity not checked): BL= 0.83 IN Beam Data: Span: L= 8.0 FT Unbraced Lenqth-Top of Beam: Lu= 1.5 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Floor Loadinq: Floor Live Load-Side One: LL1= 40.0 PSF Floor Dead Load-Side One: DL1= 10.0 PSF Tributary Width-Side One: TW1= 4.5 FT Floor Live Load-Side Two: LL2= 40.0 PSF Floor Dead Load-Side Two: DL2= 10.0 PSF Tributary Width-Side Two: TW2= 4.5 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Beam Loadinq: Beam Total Live Load: wL= 360 PLF Beam Self Weiqht: BSW= 10 PLF Beam Total Dead Load: wD= 100 PLF Total Maximum Load: wT= 460 PLF Properties For:#2-Hem-Fir Bendinq Stress: Fb= 575 PSI Shear Stress: Fv= 140 PSI Modulus of Elasticity: E= 1100000 PSI Stress Perpendicular to Grain: Fc_perp= 405 PSI Adjusted Properties Fb' (Tension): Fb'= 575 PSI Adjustment Factors: Cd=1.00 CI=1.00 Cf=1.00 Fv': Fv'= 140 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= 3680 FT-LB 4.0 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear: V= 1582 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Srea= 76.85 IN3 FAILED S= 51.56 IN3 Area (Shear): Areq= 16.96 IN2 A= 41.25 IN2 Moment of Inertia (Deflection): Ireq= 113.09 IN4 1= 193.36 IN4 Floor Joist[2003 International Buildinq Code(01 NDS))Ver:6.00.7 By: Debbera Coker, Mason County Building Dept. on: 04-13-2005 : 10:36:49 AM Project: -Location: Summary: SERIES 400/9.5- Boise Cascade x 12.0 FT (5� 16 O.C. Section Adequate Bv:65.5% Controllinq Factor:Allowable Deflection I-joists were desiqned for simple spans usinq the joist manufacturers published values. If the desiqn does not match the actual joist loading or span conditions in any way, contact the joist manufacturer for design verification. Joist Span Deflections: Dead Load: DLD-Center= 0.05 IN Live Load: LLD-Center= 0.18 IN= U795 Total Load: TLD-Center= 0.23 IN= U636 Joist Span Left End Reactions (Support A): Live Load: LL-Rxn-A= 320 LB Dead Load: DL-Rxn-A= 80 LB Total Load: TL-Rxn-A= 400 LB Bearinq Lenqth Required (Beam only,support capacity not checked): BL-A= 1.75 IN Joist Span Riqht End Reactions(Support B): Live Load: LL-Rxn-B= 320 LB Dead Load: DL-Rxn-B= 80 LB Total Load: TL-Rxn-B= 400 LB Bearing Length Required (Beam only,support capacity not checked): BL-B= 1.75 IN Joist Data: Joist Span Lenqth: L2= 12.0 FT Floor sheathinq applied to top of joists-top of joists fully braced. Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: L/ 480 Total Load Deflect. Criteria: U 360 Joist Span Loadinq: Uniform Floor Loading: Live Load: LL-2= 40.0 PSF Dead Load: DL-2= 10.0 PSF Total Load: TL-2= 50.0 PSF Total Load Adjusted for Joist Spacinq: wT-2= 67 PLF Properties For: SERIES 400/9.5- Boise Cascade Depth: D= 9.5 IN Moment Capacity: Mcap= 2165 FT-LB Shear Capacity: Vcap= 1375 LB El: El= 150000000 LB-IN2 End Reaction Capacity: Rcap= 950 LB Comparisons With Required Sections: Controllinq Moment: M= 1200 FT-LB Adjusted Moment Capacity: Mcap-adj= 2165 FT-LB Controllinq Shear: V= 352 LB Adjusted Shear Capacity: Vcap-adj= 1375 LB El Required: El-req= 90610740 LB-IN2 El: El= 150000000 LB-IN2 Maximum End Reaction: Rmax= 400 LB Adjusted Reaction Capacity: Rcap-adj= 950 LB Floor Joistf 2003 International Buildinq Code (01 NDS)1 Ver: 6.00.7 By: Debbera Coker, Mason County Building Dept. on: 04-13-2005 : 10:36:43 AM Project: -Location: Summary: SERIES 450/9.5- Boise Cascade x 12.0 FT (d) 16 O.C. Section Adequate By:85.5% Controllinq Factor:Allowable Deflection I-joists were desiqned for simple spans usinq the joist manufacturers published values. If the desiqn does not match the actual joist loadinq or span conditions in any way, contact the joist manufacturer for design verification. Joist Span Deflections: Dead Load: DLD-Center= 0.04 IN Live Load: LLD-Center= 0.16 IN = U890 Total Load: TLD-Center= 0.20 IN = U712 Joist Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 320 LB Dead Load: DL-Rxn-A= 80 LB Total Load: TL-Rxn-A= 400 LB Bearinq Lenqth Required (Beam only,support capacity not checked): BL-A= 1.75 IN Joist Span Riqht End Reactions(Support B): Live Load: LL-Rxn-B= 320 LB Dead Load: DL-Rxn-B= 80 LB Total Load: TL-Rxn-B= 400 LB Bearing Length Required (Beam only, support capacity not checked): BL-B= 1.75 IN Joist Data: Joist Span Lenqth: L2= 12.0 FT Floor sheathinq applied to top of joists-top of joists fully braced. Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: U 480 Total Load Deflect. Criteria: U 360 Joist Span Loadinq: Uniform Floor Loading: Live Load: LL-2= 40.0 PSF Dead Load: DL-2= 10.0 PSF Total Load: TL-2= 50.0 PSF Total Load Adjusted for Joist Spacinq: wT-2= 67 PLF Properties For: SERIES 450/9.5-Boise Cascade Depth: D= 9.5 IN Moment Capacity: Mcap= 2540 FT-LB Shear Capacity: Vcap= 1375 LB El: El= 170000000 LB-IN2 End Reaction Capacity: Rcap= 1025 LB Comparisons With Required Sections: Controllinq Moment: M= 1200 FT-LB Adjusted Moment Capacity: Mcap-adj= 2540 FT-LB Controllinq Shear: V= 352 LB Adjusted Shear Capacity: Vcap-adj= 1375 LB El Required: El-req= 91634740 LB-IN2 El: El= 170000000 LB-IN2 Maximum End Reaction: Rmax= 400 LB Adjusted Reaction Capacity: Rcap-adj= 1025 LB Uniformly Loaded Floor Beam[2003 International Buildinq Code (01 NDS))Ver:6.00.7 By: Debbera Coker, Mason County Building Dept.on: 04-13-2005 : 10:35:23 AM Project: -Location: Summary: 5.5 IN x 7.5 IN x 7.0 FT /#2-Hem-Fir-Dry Use Section Inadequate By: 32.7% Controlling Factor: Section Modulus/Depth Required 8.64 In Deflections: Dead Load: DLD= 0.03 IN Live Load: LLD= 0.11 IN = U788 Total Load: TLD= 0.14 IN = U618 Reactions(Each End): Live Load: LL-Rxn= 1470 LB Dead Load: DL-Rxn= 403 LB Total Load: TL-Rxn= 1873 LB Bearing Length Required (Beam only, support capacity not checked): BL= 0.84 IN Beam Data: Span: L= 7.0 FT Unbraced Lenqth-Top of Beam: Lu= 1.5 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Floor Loadinq: Floor Live Load-Side One: LL1= 40.0 PSF Floor Dead Load-Side One: DL1= 10.0 PSF Tributary Width-Side One: TW 1= 6.0 FT Floor Live Load-Side Two: LL2= 40.0 PSF Floor Dead Load-Side Two: DL2= 10.0 PSF Tributary Width-Side Two: TW2= 4.5 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Beam Loadinq: Beam Total Live Load: wL= 420 PLF Beam Self Weiqht: BSW= 10 PLF Beam Total Dead Load: wD= 115 PLF Total Maximum Load: wT= 535 PLF Properties For:#2- Hem-Fir Bendinq Stress: Fb= 575 PSI Shear Stress: Fv= 140 PSI Modulus of Elasticity: E= 1100000 PSI Stress Perpendicular to Grain: Fc_perp= 405 PSI Adjusted Properties Fb'(Tension): Fb'= 575 PSI Adjustment Factors: Cd=1.00 CI=1.00 Cf=1.00 Fv': Fv'= 140 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= 3277 FT-LB 3.5 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear: V= 1573 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreci= 68.43 IN3 FAILED S= 51.56 IN3 Area(Shear): Areq= 16.85 IN2 A= 41.25 IN2 Moment of Inertia (Deflection): Ireq= 88.39 IN4 1= 193.36 IN4 Uniformly Loaded Floor Beam[2003 International Buildinq Code(01 NDS))Ver: 6.00.7 By: Debbera Coker, Mason County Building Dept.on: 04-13-2005 : 10:35:41 AM Project: -Location: Summary: 5.5 IN x 9.5 IN x 10.0 FT /#2-Hem-Fir-Dry Use Section Inadequate By: 44.6% Controlling Factor: Section Modulus/Depth Required 11.42 In Deflections: Dead Load: DLD= 0.06 IN Live Load: LLD= 0.22 IN = U549 Total Load: TLD= 0.28 IN = U429 Reactions (Each End): Live Load: LL-Rxn= 2100 LB Dead Load: DL-Rxn= 588 LB Total Load: TL-Rxn= 2688 LB Bearing Length Required (Beam only,support capacity not checked): BL= 1.21 IN Beam Data: Span: L= 10.0 FT Unbraced Lenqth-Top of Beam: Lu= 1.5 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Floor Loadinq: Floor Live Load-Side One: LL1= 40.0 PSF Floor Dead Load-Side One: DL1= 10.0 PSF Tributary Width-Side One: TW1= 6.0 FT Floor Live Load-Side Two: LL2= 40.0 PSF Floor Dead Load-Side Two: DL2= 10.0 PSF Tributary Width-Side Two: TW2= 4.5 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Beam Loadinq: Beam Total Live Load: wL= 420 PLF Beam Self Weiqht: BSW= 13 PLF Beam Total Dead Load: wD= 118 PLF Total Maximum Load: wT= 538 PLF Properties For:#2-Hem-Fir Bendinq Stress: Fb= 675 PSI Shear Stress: Fv= 140 PSI Modulus of Elasticity: E= 1100000 PSI Stress Perpendicular to Grain: Fc_perp= 405 PSI Adjusted Properties Fb'(Tension): Fb'= 674 PSI Adjustment Factors: Cd=1.00 CI=1.00 Cf=1.00 Fv': Fv'= 140 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= 6721 FT-LB 5.0 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear: V= 2312 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Srea= 119.59 IN3 FAILED S= 82.73 IN3 Area (Shear): Areq= 24.77 IN2 A= 52.25 IN2 Moment of Inertia (Deflection): Ireq= 257.69 IN4 1= 392.96 IN4 Uniformly Loaded Floor Beam[2003 International Buildinq Code(01 NDS))Ver: 6.00.7 By: Debbera Coker, Mason County Building Dept.on:04-13-2005 : 10:18:54 AM Project: -Location: Summary: 3.5 IN x 7.25 IN x 1"23�5.5 m-Fir-Dry Use Section InadequatControlling Factor: Section Modulus/Depth Required 13.28 In Deflections: Dead Load: DLD= 0.24 IN Live Load: FAILED LLD= 0.93 IN= L/128 Total Load: FAILED TLD= 1.18 IN= L/102 Reactions(Each End): Live Load: LL-Rxn= 3000 LB Dead Load: DL-Rxn= 781 LB Total Load: TL-Rxn= 3781 LB Bearing Length Required (Beam only,support capacity not checked): BL= 2.67 IN Beam Data: Span: L= 10.0 FT Unbraced Lenqth-Top of Beam: Lu= FT Live Load Deflect. Criteria: L/ 36 Total Load Deflect. Criteria: L/ 240 Floor Loadinq: Floor Live Load-Side One: LL1= 40.0 PSF Floor Dead Load-Side One: DL1= 10.0 PSF Tributary Width-Side One: TW1= 6.0 FT Floor Live Load-Side Two: LL2= 40.0 PSF Floor Dead Load-Side Two: DL2= 10.0 PSF Tributary Width-Side Two: TW2= 9.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Beam Loadinq: Beam Total Live Load: wL= 600 PLF Beam Self Weiqht: BSW= 6 PLF Beam Total Dead Load: wD= 156 PLF Total Maximum Load: wT= 756 PLF Properties For:#2-Hem-Fir Bendinq Stress: Fb= 850 PSI Shear Stress: Fv= 150 PSI Modulus of Elasticity: E= 1300000 PSI Stress Perpendicular to Grain: Fc_perp= 405 PSI Adjusted Properties Fb'(Tension): Fb'= 1103 PSI Adjustment Factors: Cd=1.00 CI=1.00 Cf=1.30 Fv': Fv'= 150 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= 9452 FT-LB 5.0 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear: V= 3327 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Srea= 102.88 IN3 FAILED S= 30.66 IN3 Area(Shear): Area= 33.28 IN2 FAILED A= 25.38 IN2 Moment of Inertia(Deflection): Irea= 311.49 IN4 FAILED 1= 111.15 IN4 Uniformly Loaded Floor Beam[2003 International Buildinq Code (01 NDS)1 Ver: 6.00.7 By: Debbera Coker, Mason County Building Dept.on:04-13-2005 : 10:19:02 AM Project: -Location: Summary: .3.5 IN x 7.25 IN x 10.0 F - Dougl Fir-Larch- Dry Use Section Inadequate By:2 .8 o rolling Factor: Section Modulus/Depth Required 12.9 In Deflections: Dead Load: DLD= 0.20 IN Live Load: FAILED LLD= 0.76 IN= L/158 Total Load: FAILED TLD= 0.96 IN= L/125 Reactions (Each End): Live Load: LL-Rxn= 3000 LB Dead Load: DL-Rxn= 781 LB Total Load: TL-Rxn= 3781 LB Bearing Length Required (Beam only,support capacity not checked): BL= 73 IN Beam Data: Span: L= 10.0 FT Unbraced Lenqth-Top of Beam: Lu= FT Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 240 Floor Loadinq: Floor Live Load-Side One: LL1= 40.0 PSF Floor Dead Load-Side One: DL1= 10.0 PSF Tributary Width-Side One: TW1= 6.0 FT Floor Live Load-Side Two: LL2= 40.0 PSF Floor Dead Load-Side Two: DL2= 10.0 PSF Tributary Width-Side Two: TW2= 9.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Beam Loadinq: Beam Total Live Load: wL= 600 PLF Beam Self Weiqht: BSW= 6 PLF Beam Total Dead Load: wD= 156 PLF Total Maximum Load: wT= 756 PLF Properties For:#2-Douglas Fir-Larch Bendinq Stress: Fb= 900 PSI Shear Stress: Fv= 180 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties Fb'(Tension): Fb'= 1168 PSI Adjustment Factors: Cd=1.00 CI=1.00 Cf=1.30 Fv': Fv'= 180 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= 9452 FT-LB 5.0 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear: V= 3327 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= 97.13 IN3 FAILED S= 30.66 IN3 Area(Shear): Areq= 27.73 IN2 FAILED A= 25.38 IN2 Moment of Inertia(Deflection): Ireq= 253.09 IN4 FAILED 1= 111.15 IN4 Uniformly Loaded Floor Beam[2003 International Buildinq Code (01 NDS)1 Ver: 6.00.7 By: Debbera Coker, Mason County Building Dept.on: 04-13-2005 : 10:20:01 AM Protect: -Location: Summary: 5.5 IN x 9.25 I x 8.0 /#2-Douglas Fir-Larch- Dry Use Section'Inadequ 6.7% Controlling Factor: Section Modulus/Depth Required 9.56 In Deflections: _ Dead Load: DLD= 0.03 IN Live Load: LLD= 0.12 IN = U819 Total Load: TLD= 0.15 IN = U644 Reactions (Each End): Live Load: LL-Rxn= 2400 LB Dead Load: DL-Rxn= 649 LB Total Load: TL-Rxn= 3049 LB Bearing Length Required (Beam only,support capacity not checked): BL= 0.89 IN Beam Data: Span: L= 8.0 FT Unbraced Length-Top of Beam: Lu= 1.5 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Floor Loadinq: Floor Live Load-Side One: LL1= 40.0 PSF Floor Dead Load-Side One: DL1= 10.0 PSF Tributary Width-Side One: TW1= 6.0 FT Floor Live Load-Side Two: LL2= 40.0 PSF Floor Dead Load-Side Two: DL2= 10.0 PSF Tributary Width-Side Two: TW2= 9.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Beam Loadinq: Beam Total Live Load: wL= 600 PLF Beam Self Weiqht: BSW= 12 PLF Beam Total Dead Load: wD= 162 PLF Total Maximum Load: wT= 762 PLF Properties For:#2- Douglas Fir-Larch Bendinq Stress: Fb= 875 PSI Shear Stress: Fv= 170 PSI Modulus of Elasticitv: E= 1300000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties Fb'(Tension): Fb'= 874 PSI Adjustment Factors: Cd=1.00 CI=1.00 Cf=1.00 Fv': Fv'= 170 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= 6099 FT-LB 4.0 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear: V= 2501 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreci= 83.72 IN3 FAILED S= 78.43 IN3 Area (Shear): Areq= 22.06 IN2 A= 50.88 IN2 Moment of Inertia (Deflection): Ireq= 159.48 IN4 1= 362.75 IN4 Uniformly Loaded Floor Beam[2003 International Buildinq Code (01 NDS)1 Ver: 6.00.7 By: Debbera Coker, Mason County Building Dept.on: 04-13-2005 : 10:22:29 AM Protect: - Location: Summary: 5.5 IN x 9.25 IN x 7.0 FT /#2- Douglas Fir-Larch- Dry Use Section Adequate By:22.4% Controlling Factor: Section Modulus/Depth Required 8.36 In Deflections: Dead Load: DLD= 0.02 IN Live Load: LLD= 0.07 IN = U1222 Total Load: TLD= 0.09 IN = U962 Reactions (Each End): Live Load: LL-Rxn= 2100 LB Dead Load: DL-Rxn= 568 LB Total Load: TL-Rxn= 2668 LB Bearing Length Required (Beam only, support capacity not checked): BL= 0.78 IN Beam Data: Span: L= 7.0 FT Unbraced Lenqth-Top of Beam: Lu= 1.5 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Floor Loadinq: Floor Live Load-Side One: LL1= 40.0 PSF Floor Dead Load-Side One: DL1= 10.0 PSF Tributary Width-Side One: TW1= 6.0 FT Floor Live Load-Side Two: LL2= 40.0 PSF Floor Dead Load-Side Two: DL2= 10.0 PSF Tributary Width-Side Two: TW2= 9.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Beam Loadinq: Beam Total Live Load: wL= 600 PLF Beam Self Weiqht: BSW= 12 PLF Beam Total Dead Load: wD= 162 PLF Total Maximum Load: wT= 762 PLF Properties For:#2-Douglas Fir-Larch Bendinq Stress: Fb= 875 PSI Shear Stress: Fv= 170 PSI Modulus of Elasticity: E= 1300000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties Fb'(Tension): Fb'= 874 PSI Adjustment Factors: Cd=1.00 CI=1.00 Cf=1.00 Fv': Fv'= 170 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= 4669 FT-LB 3.5 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear: V= 2081 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= 64.10 IN3 S= 78.43 IN3 Area (Shear): Areq= 18.36 IN2 A= 50.88 IN2 Moment of Inertia(Deflection): Ireq= 106.84 IN4 1= 362.75 IN4 Uniformly Loaded Floor Beam[2003 International Buildinq Code (01 NDS))Ver: 6.00.7 By: Debbera Coker, Mason County Building Dept.on: 04-13-2005 : 10:20:21 AM Project: - Location: Summary: 5.5 IN x 925 IN x 7.0 FT /#2- Douglas Fir-Larch- Dry Use Section Adequate By:22.4% Controlling Factor: Section Modulus/Depth Required 8.36 In Deflections: Dead Load: DLD= 0.02 IN Live Load: LLD= 0.07 IN = L/1222 Total Load: TLD= 0.09 IN = U962 Reactions(Each End): Live Load: LL-Rxn= 2100 LB Dead Load: DL-Rxn= 568 LB Total Load: TL-Rxn= 2668 LB Bearing Length Required (Beam only, support capacity not checked): BL= 0.78 IN Beam Data: Span: L= 7.0 FT Unbraced Lenqth-Top of Beam: Lu= 1.5 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Floor Loadinq: Floor Live Load-Side One: LL1= 40.0 PSF Floor Dead Load-Side One: DL1= 10.0 PSF Tributary Width-Side One: TW1= 6.0 FT Floor Live Load-Side Two: LL2= 40.0 PSF Floor Dead Load-Side Two: DL2= 10.0 PSF Tributary Width-Side Two: TW2= 9.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Beam Loadinq: Beam Total Live Load: wL= 600 PLF Beam Self Weiqht: BSW= 12 PLF Beam Total Dead Load: wD= 162 PLF Total Maximum Load: wT= 762 PLF Properties For:#2- Douglas Fir-Larch Bendinq Stress: Fb= 875 PSI Shear Stress: Fv= 170 PSI Modulus of Elasticity: E= 1300000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties Fb' (Tension): Fb'= 874 PSI Adjustment Factors: Cd=1.00 CI=1.00 Cf=1.00 Fv': Fv'= 170 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= 4669 FT-LB 3.5 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear: V= 2081 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= 64.10 IN3 S= 78.43 IN3 Area (Shear): Areq= 18.36 IN2 A= 50.88 IN2 Moment of Inertia (Deflection): Ireq= 106.84 IN4 1= 362.75 IN4 Uniformly Loaded Floor Beamf 2003 International Buildinq Code (01 NDS)1 Ver: 6.00.7 By: Debbera Coker, Mason County Building Dept.on: 04-13-2005 : 10:19:18 AM Project: -Location: Summary: 3.5 IN x 7.25 IN x 5.5 FT /#2- Douglas Fir-Larch- Dry Use Section Adequate By:4.4% Controlling Factor: Section Modulus/Depth Required 7.1 In Deflections: Dead Load: DLD= 0.02 IN Live Load: LLD= 0.07 IN= U950 Total Load: TLD= 0.09 IN = U754 Reactions (Each End): Live Load: LL-Rxn= 1650 LB Dead Load: DL-Rxn= 429 LB Total Load: TL-Rxn= 2079 LB Bearing Length Required (Beam only, support capacity not checked): BL= 95 IN Beam Data: Span: L= 5.5 T Unbraced Lenqth-Top of Beam: Lu= Live Load Deflect. Criteria: U 1 36 Total Load Deflect. Criteria: U 240 Floor Loadinq: Floor Live Load-Side One: LL1= 40.0 PSF Floor Dead Load-Side One: DL1= 10.0 PSF Tributary Width-Side One: TW1= 6.0 FT Floor Live Load-Side Two: LL2= 40.0 PSF Floor Dead Load-Side Two: DL2= 10.0 PSF Tributary Width-Side Two: TW2= 9.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Beam Loadinq: Beam Total Live Load: wL= 600 PLF Beam Self Weiqht: BSW= 6 PLF Beam Total Dead Load: wD= 156 PLF Total Maximum Load: wT= 756 PLF Properties For:#2-Douglas Fir-Larch Bendinq Stress: Fb= 900 PSI Shear Stress: Fv= 180 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties Fb'(Tension): Fb'= 1168 PSI Adjustment Factors: Cd=1.00 CI=1.00 Cf=1.30 Fv': Fv'= 180 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= 2859 FT-LB 2.75 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear: V= 1664 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= 29.38 IN3 S= 30.66 IN3 Area (Shear): Areq= 13.86 IN2 A= 25.38 IN2 Moment of Inertia (Deflection): Ireq= 42.11 IN4 1= 111.15 IN4 Floor Joistf 2003 International Buildinq Code (01 NDS))Ver: 6.00.7 By: Debbera Coker, Mason County Building Dept.on: 04-13-2005 : 10:23:03 AM Project: -Location: Summary: SERIE§400/9.5- Boi Cascad x 18.0 FT � 16 O.C. Section Inadequate :94.3* ontrollinq Factor:Allowable Deflection * I-joists were desiqned a spans usinq the joist manufacturers published values. If the desiqn does not the actual joist loadinq or span conditions in any way, contact the joist manufacturer for design verification. Joist Span Deflections: Dead Load: DLD-Center= 0.22 IN Live Load: FAILED LLD-Center= 0.87 IN=L/247 Total Load: FAILED TLD-Center= 1.09 IN=L/198 Joist Span Left End Reactions (Support A): Live Load: LL-Rxn-A= 480 LB Dead Load: DL-Rxn-A= 120 LB Total Load: TL-Rxn-A= 600 LB Bearinq Lenqth Required (Beam only,support capacity not checked): BL-A= 1.75 IN Joist Span Riqht End Reactions(Support B): Live Load: LL-Rxn-B= 480 LB Dead Load: DL-Rxn-B= 120 LB Total Load: TL-Rxn-B= 600 LB Bearing Length Required (Beam only, support capacity not checked): BL-B= 1.75 IN Joist Data: Joist Span Lenqth: L2= 18.0 FT Floor sheathinq applied to top of joists-top of joists fully braced. Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: L/ 480 Total Load Deflect. Criteria: L/ 360 Joist Span Loadinq: Uniform Floor Loading: Live Load: LL-2= 40.0 PSF Dead Load: DL-2= 10.0 PSF Total Load: TL-2= 50.0 PSF Total Load Adjusted for Joist Spacinq: wT-2= 67 PLF Properties For: SERIES 400/9.5- Boise Cascade Depth: D= 9.5 IN Moment Capacity: Mcap= 2165 FT-LB Shear Capacity: Vcap= 1375 LB El: El= 150000000 LB-IN2 End Reaction Capacity: Rcap= 950 LB Comparisons With Required Sections: Controllinq Moment: M= 2700 FT-LB Adjusted Moment Capacity: FAILED Mcap-adi= 2165 FT-LB Controllinq Shear: V= 552 LB Adjusted Shear Capacity: Vcap-adj= 1375 LB El Required: EI-rea= 291411233 LB-IN2 El: FAILED El= 150000000 LB-IN2 Maximum End Reaction: Rmax= 600 LB Adjusted Reaction Capacity: Rcap-adj= 950 LB ti MASON CUUN I Y PERMIT NO. 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 INFORMAT'IO� CONTRACTOR INFOIAA'TPN Owner 1=C,va,ULLt Company Name Mailing Address R &JA Lv Mailing Address City jogge4 ---State t_, A Zip Code gcPs`25? City State Zip Code Phone r- R7o-°$Iee4 _Other Ph. J7,-- Oq.4 Phone Other Ph. Lien/Title Holder Contractor Reg.# Exp. E mail address • '. r%aci �nr�c�f�f N�'{ E Mail Address Drivers Lic.#Z& F 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 e of Water Sys "Ie PARCEL INFORMATION 12 Di arcel Flo. 7 Fire District Legal Description 1- -G i '4 Site Address (Please include sireett name, street nt n- er an ity Directions site "'"'j y ft U M Will timber be cut and sod in p rcel preparation?Yes Aedf � ��, 14,116 G/4clu Re 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 actiQri?Ye TYPE OF JOB - New Ad Alt Repair Oth�ra P Y RE ENCE SEASONAL p -7 ,, �-2 I '-y ° Use of Building r Describe ork No.of Bedrooms No.of 130hrooms ;l. Square Footage- 1st r� y 2nd Floor 3rd FloorT—Basement Deck Covered Deck Other Sq.ft. Garage Attached Detached Carport Attached Detached MAN UFACTURE&-PDME-4NFQR_MATIO_.N._-.Make Model Year Length Width,,__,�eriall-N . No.of Bedrooms No.of Bathrooms Type of Heat Purchase Price $ ement Unit? Yes/No Installer Name Certifica`Son 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 am entitled 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 parties.If permission is required from any easement holder or any other party in interest regarding this application or the work proposed in the application,I have obtained permission from them to apply for this permit and conduct the work proposed. The owner or agent on 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. PROOF OF CO TINUAT RK IS BY MEANS OF A PROGRESS INSPECTION. X Date" e resentative/ r indicate which one G' i ,J FOR OFFICIAL USE BEYOND THIS POINT Accepted by: Date DEPARTMENTAL REVIEW APPROVED DENIED NOTES Building Department Planning Department U I Environmental Health Department Public Works Department Fire Marshal FEES Buildinq Permit Fee e..Q Site Inspection Plan Review Fee EH Review Fee Plumbing & Base Fee Cl Planning Review Fee Mechanical & Base fee Other Wood/Gas/Pellet Stove Fee State Fee Violation Fee Pre-Paid at Submittal Valuation $ 4 = TOTAL FEES Li coo AY' 69 C), c cs PERMIT NO. i MASON COUNTY PLUMBING/MECHANICAL 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 7- n s o � L-e- (r&%A Company Name SDI Mailing Address 1 .2 Z-1 52 A A Mailing Address City State Zip Code - City Mate Zip Code Phone k 7 Other Ph. o"70-U9 A (, Phone Other Ph. Lien/Title Holder 'A'- Contractor Reg. 4 Exp. E mail address -SA0Qv S t Ws 0 An L C a%4, N E Mail Address Drivers Lic.# DOB 2 Drivers Lic.# DOB SEPTIC INFORMATION - Connect to New Septic Existing Septic Connect to Sewer System Name of Sewer System PARCEL INFORMATION - 12 Digit Parcel No. _ U0 Fire District Legal Description 4- � V Site Address (Please include street name, street umber and city) E t o t> C �n/a Directions to ite 9 a �"� L� j n- Is property within 200'of Saltwater Lake 1,11A River/Creek Pond Wetland -L f-. Seasonal Runoff Stream Slopes or Bluffs > 15% is TYPE OF JOB - New Add Alt Repair Other Use of Building �^ Location of Fixtures/Units - 1 st Floor 2nd Floor Basement Garage Closet PLUMBING FIXTURES (Show Number of each) MECHANICAL UNITS Type of Fixture No. of Fixtures Fees Fuel Type:Electric_ LPC�_ Natural Gas_ Heat Pump_ Toilets . Type of Unit No. of Units Fees Bathroom Sink Furnace V— Bath Tubs Heatpumps Showers Spot Vent Fan 5 Water Heater Propane Tank Clothes Washer Gas Outlets Kithen Sinks Wood/Gas/PelletStove Dishwasher Kitchen Exhaust Hood Hosebibs Dryer Vent 4 Other Other Base Fee Base Fee TOTAL PLUMBING TOTAL MECHANICAL OVVNER/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 am entitled 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 parties.If permission is required from any easement holder or any other parry in interest regarding this application or the work proposed in the application, I have obtained permission from them to apply for this permit and conduct the work proposed. The owner or agent on 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. PROOV F C NTINUAT O ,OF �l�K IS BY MEANS OF A PROGRESS INSPECTION. Xi' ') Date: Owner/Owners Representative/Contractor (indicate which one) FOR OFFICIAL USE BEYOND THIS POINT Accepted by: Planning Pd Ck# Date Bld Pd Receipt No. DEPARTMENTAL REVIEW APPROVED DENIED NOTES Building Department Occ Group-Type Constr. Planning Department Environmental Health Department FEES Plumbing & Base Fee Site Inspection Mechanical & Base fee UFC Plan Review Fee Wood /Gas/Pellet Stove Fee Other �I Violation Fee TOTAL FEES