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Permit D16-0159 - STOLYARCHUK RESIDENCE - ADDITION
STOLYARCHUK RESIDENCE 15828 51ST AVE S D16-0159 �\ � City of Tukwila • �==-7 Department of Community Development " ��s,-=� • 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 '" Phone:206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.�ov DEVELOPMENT PERMIT Parcel No: 1157200072 Address: 15828 51ST AVE S Project Name: STOLYARCHUK RESIDENCE Owner: Name: STOLYARCHUK NIKOLAY Address: 15828 51ST AVE SOUTH , TUKWILA, WA, 98188 Contact Person: Name: DON ATWOOD Address: Contractor: Name: Address: License No: Lender: Name: 5416 CALIFORNIA AVE SW , SEATTLE, WA, 98136 OWNER AFFIDAVIT ON FILE - NIKOLAY STOLYARCHUK � N I KO LAY STO LYARCH U K Address: 15828 51ST AVE S, TUKWILA, WA, 98188 DESCRIPTION OF WORK: ADDITION TO EXISTING SINGLE FAMILY RESIDENCE. Permit Number: D16-0159 Issue Date: 11/1/2016 Permit Expires On: 4/30/2017 Phone: (206) 935-2712 Phone: Expiration Date: PUBLIC WORKS ACTIVITIES INCLUDE EROSION CONTROL, STORM DRAINAGE AND LAND ALTERING and SANITARY SIDE SEWER/SEPTIC ABANDONMENT. Project Valuation: $320,775.92 ` Fees Collected: $6,224.45 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: VB Occupancy per IBC: R-3 Electrical Service Provided by: TUKWILA Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: 2015 National Electrical Code: 2014 International Residential Code Edition: 2015 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2015 WAC 296-466: 2014 Uniform Plumbing Code Edition: 2015 WA State Energy Code: 2015 International Fuel Gas Code: 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Volumes: Cut: 85 Fill: 0 Number: 0 Water Meter: No Permit Center Authorized Signature: ��/L c L'�� Date:_ �/ I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulatiyig construction or the performance of work. I am authorized to sign and obtain this development permit and �a,�'�r, e to the conditions attached to this permit. Signature: Print Name: Date:�1, d�. � � C< This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMITCONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 6: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 7: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 8: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code, A copy can be obtained at City Hall in the office of the City Clerk. 9: Every occupied space other than enclosed parking garages and buildings used for repair of autcmobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 10: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one-third and lower one-third of the water heater's vertical dimension. A minimum distance of 4-inches shall be maintained above the controls with the strapping. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 13: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 14: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 15: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 16: ***PUBLIC WORKS PERMIT CONDITIONS*** 17: The applicant or contractor must notify the Public Works Inspector at (206) 433-0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 18: Prior to construction, all utilities in the vicinity shall be field located. NOTE: For City of Tukwila utility locates, call 811 or 1-800-424-5555. 19: Any material spilled onto any street shall be cleaned up immediately. 20: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 21: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Finai Inspection. 22: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 23: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 24: The property owner is responsible for the maintenance of its storm drainage system and, for this purpose, shall have a maintenance plan in place and the responsibility for maintenance assigned prior to Public Works final. 25: Any septic tanks in the area shall be pumped empty and removed or filled with sand. A copy of the documentation from the business that performed the pumping shall be provided to the Public Works Inspector. 26: Construction equipment shall be kept off of existing 5 foot wide pedestrian path, as much as possible, to avoid damage of asphalt. 27: Prior to Public Works Final, provide storm drainage as-built plan, storm drainage maintenance plan and responsibility for maintenance assigned for stormwater treatment and flow control BMPs/Facilities. PERMIT INSPECTIONS REqUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 5200 0201 0202 0200 0409 0606 5040 1600 5160 0401 0603 5070 0602 5090 0412 0601 0413 CONCRETE SLAB EROSION MEASURES FOOTIN6 FOOTIN6 DRAINS FOUNDATION WALL FRAMING GLAZING LAND ALTERING PUBLIC WORKS FINAL PUBLIC WORKS PRE-CON ROOF SHEATHING ROOF/CEILING INSUL SANITARY SIDE SEWER SLAB/FLOOR INSUL STORM DRAINAGE UNDERFLOOR FRAMING WALL INSULATION WALL SHEATHING/SHEAR CITY OF TUKi. :A Communiry Deve[opment Department Public Works Department Permit Cenier 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hrip://www.TukwilaWA. gov Building Per„�;i't No. -� l'roject No. ' . Date Application Accepted: _ Date Application Expires: _ CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** 0 ��s SITE LOCATION `G> � 2 �j r� � �-t � � � King Co Assessor's Tax No.:r�GJ�% �-LJ07 2 Site Address: _}�2� �� )`1'l� J, Suite Number: Floor: Tenant Name• �-�'� New Tenaa�t: ❑ .....Yes �..No GENERAL CONTRACTOR INFORIVIATION Company Name: ,(�� /r Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: ARCHITECT OF RECORD Company Name: Architect Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BO1�TD ISSUED (required for projects $5,000 or greater per RCW l 9.27.095) Name: /r� � �- V Address: Ciry: State: Zip: BUILDING PERMIT INFORMATIC 206=431-3670 Valuation of Project (contractor's bid price): $ 1�17� �j°� Describe the scope of work (please provide detailed information): ��j t—r t.n ti4 '�O �ty't t Q-�t �� Existing Building Valuation: $�CYX�`� Will there be new rack storage? ❑.....Yes �.. No Ifyes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Addition to Type of Type of Existing Construction per Occupancy per __ Existin Interior Remodei Structure New IBC IBC l�` Floor o l�O � (c�P ' �� �2 2" FIOOr � , ` � � � 3` Floor � _ � � � , Floors ttuv Basement �� � � �, r„� I.� Y�> Accessory Structure* ^ ` � Attached Garage _ � _ ` — � Detached Garage �� � �' ^ _ � Attached Carport _ ` ._ — — --� Detached Carport � _, _ r. — -- Covered Deck �}� —' �— — �p — Uncovered Deck ^ _ 1 �� _ � � � PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) '�For an Accessory dwelling, provide the fo(lowing: Lot Area (sq ft): ✓! )��� Floor area of principal dwelling:�Q'2� Floor area of accessory dwelling: � *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handieap: Will there be a ch8nge in use? ❑....... Yes ,�....... No ]f "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ ....... Sprinklers ❑ ....... Automa6c Fire Alarm ❑ .......None ❑ .......Other (specify) Wili there be storage or use of flammable, combustible or hazardous materials in the building? ❑....... Yes ❑.......No If "yes ; attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Materia! Safety Data Sheets. SEPTIC SYSTEM ❑....... On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. .... . .r . . � � .� .�,��,�. _�� .. � Scope of Work (please provide detailed information): Call before you Dig: 811 . Please refer to Public Works Bulletin #1 for fees and estimate shee� Water District ❑ ...Tukwila ❑ ... Water District # 125 ❑ .. Highline ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ... Valley View '�.. Renton ❑...Sewer Use Certificate ❑... Sewer Availability Provided '� .. Renton ❑ .. Seattle Seatic Svstem• ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which auplv): ❑...Civil Plans (Maximum Paper Size — 22" x 34") ❑...Technical Information Report (Storm Drainage) ❑.. Geotechnical Report ❑...Traffic Impact Analysis '�,..Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) Proaosed Activities (mark boxes that aunlvl: ❑...Right-of-way Use - Nonpmfit for less than 72 hours ❑.. Right-of-way Use - Profit for less than 72 hours ❑...Right-of-way Use - No Disturbance ❑.. Right-of-way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ �j ...Total Cut � � cubic yards ❑ ...Total Fill �-- cubic yards � ❑ ...Sanitary Side Sewer ��(�j�q ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection _ Irrigation Domestic Water ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line _„ - >, ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Exeavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... " WO # ❑ ...Temporary Water Meter Size .. " WO # ❑...Water Only Meter Size............ " WO # ❑...Deduct Water Meter Size ❑ ...Sewer Main Extension .............Public ❑ Private ❑ ❑ ...Water Main Extension .............Public ❑ Private ❑ FINANCE 1NFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) [] ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Mailing Day Telephone:, city m State Zip Water Meter RefundJBilline: Name: Day Telephone: Mailing Address: City State Zip PERMIT APPLICATION NOTES —`. Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. T'he extension sha11 be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (cun•ent edition}. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW TI�E SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR TI-IIS PERMIT. BUILDIN� Signature Print Natr Mailing A ddress: � � �(.t �- � �� �-7�( FG Date: � � � �e: 2v� ���� �71 Z � City State ..r. �,� PUBLIC WORKS BULLETIN A1 PERMITS AND FEES CITY OF TUKWILA Public Works Department 206-433-0179 This Bulletin summarizes permits Public Works (PW) issues for onsite development and for activities in the right-of-way. Public Works permits can be issued as part of a building permit or as a Miscellaneous permit. Most Public Works permit fees are flat rates, except for Type C permit fees, which are based on the value of the construction work. For Type C permits, PW collects a base application. and plan review fee when the application is submitted and a Permit Issuance and Inspection fee when the permit is issued. Flat rate permit fees are due when the permit is issued. After the permit is issued, PW may assess additional fees for Revisions and inspections. These additional fees must be paid before the PW Final Inspection occurs. Refer to Bulletins A2, A4, A6, and A7, for more information. PERMIT DESCRIPTION Short-term Nonprofit Issued for 72 hours to nonprofit organizations for assemblies, bike races, block par[ies, Type A parades, parking, processions, nonmotorized vehicle races, street dances, street runs. Flat Rate $50 plus 5% technology fee. � Short-term Profit Type B Issued for 72 hours to for-profit entities for fairs, house moves, sales, street closure. Flat Rate $100 plus 5% technology fee. Construction Issued for l 80 days for activities in the right-of-way and on private property. These activities Type C�nclude sewer, water, storm drainage, grading, street improvements, boring, culverts, curb cuts, paving, driveways, fences, landscaping, painting/striping, sidewalks, trenching, utility installation/repair. Calculated fee based on construction value plus technology fee. Refer to Bulletin A2 to estimate permit fees. Long-term Issued for periods greater than 72 hours for activities which do not disturb the right-of-way , Type D including: air rights, bus shelters, access to construction sites, loading zones, newspaper sales, recycling facilities, sales structures, sidewalk cafes, awnings, benches etc, underground rights, utility facilities, waste facilities. Flat Rate $100 plus 5% technology fee. Potential Disturbance Issued for 180 days for activities having a potential to disturb the right-of-way, such as hauling Type E 6 loaded vehicles/hd8 hr day for 2 or more consecutive days or hauling hazardous waste. Flat Rate $100 plus 5% technology fee. Blanket Issued for 365 days to telecommunications and cable franchisee, and utilities for connections, Type F repairs, pulling cable through existing conduit, and emergencies. Flat Rate $250 plus $5000 PW inspection deposit. Flat Rate $100/PW Inspection. Approved 09.25.02 Last Revised 01.15.16 BULLETIN A1 Flood Control Issued whenever there is construction, development, or substantial improvement within a shoreline, a special flood hazard area, or a flood-prone area. An FCZP grants approval to construct or develop within a flood hazard area, a flood-prone area or the shoreline, but does not replace the need for additional permits such as a building permit or a land altering permit. Refer to Bulletin A7. Flat Rate $50 plus 5% technology fee. Water Meter - Issued for domestic water supply for all new or rees[ablished services when sewer discharge Permanent rates are calculated based on water usa�e. Each individual buifding requires a separate water main tap. The fee includes a City-provided water meter. Fees listed below. Water Meter — Water Issued for a separate service from the main that will not discharge to the public sewer. The fee Only includes a City-provided water meter. Fees listed below. Water Meter - Deduct Required to meter water not discharged to the public sewer. The Permittee provides, owns, instalis, and maintains the meter. This meter is installed downstream of a permanent water meter. An example is landscape irrigation. Flat Rate $25. Water Meter - Required for use of public water, on a short-term basis, where a metered supply does not Temporary already exist The Permittee rents the meter from the City. Examples include dust suppression durin� construction or water supply during hydroseeding. Fees listed below. Reviews Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Revisions Charged for each revision to approved plans. Fee per revision is 25% of the Issuance and Inspection fee. Inspections Charged for each inspection afcer the first two at a rate of $66.50/inspection. Size (inches) 0.75 1 1.5 2 3 4 6 WATER METER FEE SHEET Permanent and Water Onl Meters Installation Cascade Water Alliance RCFC 01.01.2016 —12.31.2016 $625 $6005 $ l 125 $15,012.50 $2425 $30,025 $2825 $48,040 $7825 $12525 Tem 0.75" 2.5„ 150,125 Meter $300 $1,500 Total Fee $6630 $16,137.50 $32,450 $50,865 $100,505 $157,950 $312,775 PAVEMENT MITIGATION AND TRANSPORTATION IMPACT FEES Please refer to Customer Assistance Bulletin A3 Pavement Mitigation and Transportation Impact Fees This Bi�lletin shoa�ld not be used ns a siebstitute for codes and regeilations. Your project will be reviewed for specific compliance to codes arad regulations. Approved 09.25.02 2 Last Revised 01.1516 PUBLIC WORKS BULLETIN A2 TYPE C FEE ESTIMATE WORKSHEET CITY OF TUKWILA Public Works Department 206-433-0179 Type C permit fees are based on the value of the construction work. The City collects an Apvlication Fee when the application is submitted and a Permit Issuance and Ins�ection fee when the permit is issued. Applicable permits having flat rates are added to the calculated fees and are due when the permit is issued. You may use this form to estimate PW Permit fees. This is an estimate only. Actual fees may vary. If you do not provide contractor bids with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. The permit fee covers the cost for two reviews and two inspections. The permit fee does not include fees for additional reviews, additional inspections, or for revisions to approved plans. These fees are charged separately and must be paid before PW Final Inspection. Refer to Bulletins A1, A4, and A6 for more information. Three activities trigger a Type C permit. They are 1) Construction in the right-of-way, 2) Construction on private property, and 3) Grading. The following information should help you determine if you need a Type C permit. Type C Construction Issued for 180 days for activities in the right-of-way and/or on private property. These activities include sewer, water, surface water, grading, street improvements, boring, culverts, curb cuts, paving, driveways, fences, landscaping, painting/striping, sidewalks, trenching, or utility installation/repair. This Bulletin should not be used as a substitute for codes and regulations. Your project will be reviewed for specific compliance to codes and regu[ations. Approved 09.25.02 Last Revised 01/15/16 � .�. PUBLIC WORKS BULLETIN A2 TYPE C FEE ESTIMATE WORKSHEET CITY OF TUKWILA Public Works Department 206-433-0179 Tvpe C Grading Fills in the regulatory floodway shall not be permitted. Per TMC Chapter 16.54.050: • A grading permit does not include construction of retaining walls or other structures. • A grading permit is issued for 180 days for all grading operations, except for the listed exemptions: 1. Excavation for construction of a structure permitted under this code. 2. Cemetery graves. 3. Refuse disposal sites controlled by other regulations. 4. Excavations for wells or trenches for utilities. 5. Mining, quarrying, excavating, processing or stockpiling rock, sand, gravel, aggregate or clay controlled by other regulations, provided such operations do not affect the lateral support of, or significantly increase stresses in, soil on adjoining properties. 6. Exploratory excavations performed under the direction of a registered civil or geotechnical engineer. Exploratory excavation does not include grading to begin construction of a structure, prior to receiving a permit. This Bulletin should not be used as a substitute for codes and regulations. Your project will be reviewed for specific compliance to codes and regulations. Approved 09.25.02 Last Revised 01/15/16 • BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adiust estimated fees PROJECT NAME ��O►�c'��.� �"�'��� PERMIT # �, IC�' o � � -1 If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. l. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion revention 3 � 5. P Water/_SewerL�urface Water -�- "i Cs Road/Parking/Access ° A. TotalImprovements Calculate improvement-based fees: B. 2.5°Io of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5°Io of amount over $200,000 of A. TOTAL PLAN REVIEW FEE (B+C+D) $ Enter total excavation volume �� cubic yards Enter total fill volume cubic yards Use the following table to estimate the grading plan review fee. Use the reater of the excavation and fill volumes. QUANTITY IN CUBIC RATE YARDS U to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,00] — 100,000 $4925 for IST 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1 ST 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 ST 200,000, PLUS $725 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees 250 (1) (4) $ (5) TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $_ The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 1 Last Revised 01/15/16 BULLETIN A2 � TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) $ (6) 7. Pavement Mitigation Fee $ (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p� �vement mltigation tee. Approx. Pavement Overlay and Remaining Years Repair Rate ( er SF of lane width) 20-15 (100%) $10.00 15-10 (75%) $7.50 10-7 (50%) $5.00 7-5 (33%) $3.30 5-2 (25%) $2.50 2-1 (10%) $1.00 0-1 $0.00 8. GRADING Permit Issuance/Inspection Fee $ (8) Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes frem Item 5. QUANTITY IN CUBIC RATE YARDS 50 or less $23.50 51 —100 $37.00 101 — 1,000 $37.00 for 15` 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 $194.50 for 1 S` 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the 15` 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1 S` 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. 9. Technology Fee (5% of 6+8) $ (9) Approved 09.25.02 2 Last Revised 01/15/16 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 10. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($52.50 — includes Technology Fee) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin A1 Total A through E $ 11. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) 6. Allentown Sewer (Ordinance 1777) C. Ryan Hill Water (Ordinance 1777) D. Allentown/Foster Pt Water (Ord 2177) E. Allentown/Foster Pt Sewer (Ord 2177) F. Special Connection (TMC Title 14) G. Duwamish H. Transportation Mitigation I. Other Fees lliJE WHEN PERMIT IS ISSUED $ Total A through I $ (6+'7+3+9+10+11) $ ) (10) ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $60.00 per inspection. WATER METER FEE Permanent and Water Onl Meters Size Installation Cascade Water Alliance (inches) RCFC 01.01.2016 -12.31.2016 Approved 09.25.02 Last Revised 01/15/16 $625 $1125 $2425 $2825 $4425 $7825 $12525 0.75" 2.5„ $15,012.50 $30,025 $48,040 $96,080 $150,125 $300,250 �y Meter $300 $1,500 3 Total Fee '$6630 � 16,137.50 $32,450 $50,865 $100,505 $157,950 $312,775 Date Paid: Thursday, April 20, 2017 Paid By: STOLYARCHUK NIKOLAY Pay Method: CREDIT CARD 658619 Printed: Thursday, April 20, 2017 12:57 PM 1 of 1 ��� SY57EMS Date Paid: Tuesday, January 17, 2017 Paid By: STOLYARCHUK NIKOLAY Pay Method: CREDIT CAR�D 017612 Printed: Tuesday, January 17, 2017 11:22 AM 1 of 1 ��� SY57EM5 Date Paid: Tuesday, November 01, 2016 Paid By: BECU (NIKOLAY STOLYARCHUK Pay Method: CHECK 19562903972 Printed: Tuesday, November O1, 2016 3:45 PM 1 of 1 ��� SYSTEMS Date Paid: Thursday, June 16, 2016 Paid By: DONALD ATWOOD Pay Method: CHECK 4054 Printed: Thursday, June 16, 2016 4:08 PM 1 of 1 1��/ ���� �D'F�7 srsrenns INSPE�CTION RECORD Retain a copy with permit ���- 15 INSPECTION N0. PERMIT N0. C�TY C?�" TUKWII,A BUILDING DIVISION 6300 Southcenter Bfvd.., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 � REINSPECTION FEE REQUIRED. Prior io next inspection, fee must be paid at 6300 Southcenter Btvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit ���'"� �f� INSPECTION N0. PERMIT N0. CtTY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd., #100, Tukwila: WA 9$188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 � Approved per applicab{e codes. � Gorrections required prior to approval. � REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 630Q Southcenter Btvd.. Suite 1UQ. Call to schedute reinspection. �M1� 1NSPECTION RECORD Retain a copy with permit ���P'� 5 INSPECTION N0. PERMIT N0. C1TY OF TUKWILA BUILDING DIVISION � 6300 Southcenter Bfvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 Appr�oved per applicable codes. � Corrections required prior to approvaf. COMMENTS: ♦ � REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 630Q Southcenter Blvd., Suite 100. Call ta schedute reinspection. INSPECTION RECORD Retain a copy with permit �� �O � �� INSPECTION N0. PERMIT N0. CITY OF TUKWI�,A BUILDING DIVISION 6300 Southcenter 81vd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspectian Request Line (206) 438-9350 Ilnspector: �``n� /� // _ IDate�/'�/�/�/ I �Cl/ / /7"— t3 � REINSPECTION FEE REQUIRED. Prior to next inspection.�ee must be paid at 6300 Southcenter Blvd.. Suite 100. Calt to schedute reinspection. INSPECTION RECORD Retain a copy with permit � ��� �� 5 INSPECTION N0. PEftMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter 81vd., #10Q Tukwila. WA 98188 (206) 43t-3670 Permit inspection Request Line (206) 438-9350 eT �( ^ (Date �s ��.,a ` � oi:..,.�. a L� /� a.m. p.m. � Appr�oved per applicable codes. �Gorrectians required prior to approval. GARAIIACAIT�• T7 l � ! �-_�� . �'1 L � r� , . . �� . s_ - - � , /� � REINSPECTION FEE REQUIRED. Prior to next inspection. �ee must be paid at 6300 Southcenter Blvd., Suite 100. Calt to schedute reinspection. < ��P 5 ����� �� INSF'ECTION RECORD Retain a copy with permit I"�I S INSPECTION N0. PERMIT N0. CITY OF TUKWII.A BUILDING DIVISION 6300 Southcenter Bivd.., #100, Tukwila: WA 9�188 (206) 431-3670 Permit {nspection Request Line (206) 438-9350 Proiect: .. 7vpe of Inspection: ress: � Da�e Cafle : p � ;�1i� C1��' a,.oC � c�� 1 � c� ons: iDate Wan per applicable codes. � Corrections required prior to app�ovat. COM M ENTS: , (�1�- � RElNSPEC710N FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Btvd., Suiie 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit " INSPECTION N0. PERMIT N0. CITY OF TUKWIL.A BUILDING DIVISION . 6300 Southcenter Blvd., #100, 7ukwila. WA 98188 (206) 431-3670 Permit Inspection Request line (206) 438-9350 � Appr�oved per applicable codes. � Corrections required prior to approval. i 1 �� COMMENTS: 1 �-� �� �-� inspect r: pat ' cJ e� u REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Btvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD T� Ret�ain a copy with permit �j���l�� INSPECTION N0. PERMIT N0. C1TY OF TUKWIL.A BUILDING DIVISION 6300 Southcenter Blvd., #100, iukwila. WA 98188 (206) 431-3670 Permit fnspection Request Line (206) 438-9350 �Approved per applicable codes. � Corrections required prior to approvai. COMMENTS: CSK— �lL11V� 11`45[��TI� t? �L `- %� lit�✓E}'L.�— . /�/�� pector: �� ,l � � REtNSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 8300 Southcenter Blvd.. Suite 100. Call to schedute reinspection. INSPECTION RECORD Retain a copy with permit pf�V ���� INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DlVISION 6300 Southcenter Bivd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: S�'�.Y��%�i%K ��i �f,/1�LL /%1�SilL.P�-T/GI�i Address: Date Calied: �J�� �iS�, IJ',�. �', Special Instructions: Oate Wanted: a. //��3�w17 P.m. Requester: Phone No: j Approved per applicable codes. � Gorrections required prior to approval. COMMENTS: c� K -- iNl�-� �lysc��il�a.� • � �. � �i��-i � �. nspector: Date: /'/_�� _� � � REINSPECTION FEE REQUiRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedute reinspection. INSPECTION RECORD r� Retain a copy with permit ���v���� INSPECTiON N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 izSYRR �/fUl� �aaress: /�� �/-�� la�� �i �eciai mstrua�ons; �r�� iN�u�ro N per appiicable codes ►ype ot�nspecuon: �� /'�"/�U�%a Date Ca(led: Date Wanted:/ / 6/~�% � P.m Requester: Phone No: nCorrections requireci prior to approval. � �. -- COMNIENTS: � � Z��; � : � ��T _S'�i�' Inspector: � � �-� � REINSPECTION FEE REQUIRED, Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 10Q. Call to schedule reinspection. o INSPECTION RECORD � Retain a copy with permit �j� ���� INSPECTION N0. PERMfT N0. C1TY U� TUKWI�A BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98788 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 �Approved per applicable codes. � Gorrectio�s required prior to approval. c�('� -- P/�f�,��2F,t t��/� � `- �%�`✓N / %y � �K - �'�9� Z� i�'c�- �� Date: B�� i^ J l / / � REINSPECTION FEE REQUiRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Calt to schedute reinspection. INSPECTIC�N RECORD , � Retain a copy w'rth permit ��� ���� INSPECTION N0. PERMIT N0. CITY �F TUKWILA BUILDING DIVISION 6300 Southcenter 81vd., #100, Tukwila. WA 98988 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 �Approved per applicable codes. � Gorrections required prior to approval. COMMENTS: l,��-LL s �-Nr N�- sN� - inspector: � Date: ,� l�_ j 7 � REINSPECTION FEE REQUIREQ. Prior to next inspection, fee must be paid at 6300 SouthceMer Blvd., Suite 100. Cal1 to schedute reinspection. � INSPECTION RECORD �� m ���� Retain a copy with permit INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98388 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 �Approved per applicable codes. � Corrections required prior to approval. CO M M ENTS: .r ` F � " � I%Y� nspector: _/ � RElNSPEGTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Btvd.. Suite 100. Calt to schedute reinspection. INSPECTION RECORD � Retain a copy with permit ����� INSPECTION N0. PERMIT N0. CITY t)F TUKWILA BUILDING DIVISION 6300 Southcenter Bivd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspectian Request Line (206) 438-9350 � Approved per applicable codes. � Corrections required prior to approval. COM M ENTS: � —�j ,1�.�� ��� i i c� � c� � �L � �R' ���►°ti'ti! I� G— pector: �� �� � REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Bivd.. Suite 100. Call to schedule reinspection. �� iNSPECTION RECORD f�� �1�� � Retain a copy with permit INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Bivd., #100, Tukwila. WA 989$$ (206) 431-3670 Permit Inspection Request Line (206) 438-9350 �Approved per appiicable codes. � Corrections required prior to appraval. COMMENTS: �i� — � lrlCfi- 1��L._ �� c`s- � R�lall� Cf%l � REINSPECTION FEE REQUIR�D. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedute reinspection. � INSPECTION RECORD Retain a copy with permit ��� `��� CTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Ilnspector: � (uate:� _��_ � �, I i � REINSPECTION FEE REQUIREO. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Calt to schedule reinspection. E'C,� � INSPECTION RECORD n(��Q'�.� Retain a copy with permit ECTION N0. PERMIT N0. C1TY OF TUKWII.A BUILDING DlVIS10N 6300 5outhcenter Blvd., #100, Tukwila. WA 9818$ (206) 431-3670 Permit Inspection Request Line (206) 438-9350 �inspector: �� (Date3�'��.,^� �, I � REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Calt to scheduEe reinspection. INSPECTION RECORD � ,� Retain a copy with permit � i� y���� INS ECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 3670 Permit inspection Request Line (206) 438-9350 Iinspector: �� IDate:�—�'_ !, I � � REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suiie 100. Cail to schedute reinspection. INSPECTION RECORD � Retain a copy with permit �I ����� INSPECTION N0. PERMIT N0. ClTY UF TUKWIL.A BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 � Appr�oved per applicable codes. � Gorrections required prior to approval. �mspector: �� Iuate: � _�I 17 I � REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTIC)N RECORD � �� Retain a copy with permit °���y��� INS CTION 0. PERNiIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter 81vd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 � Approved per applicable codes. � Gorrections required prior to approvaL COMMENTS: Inspector: Date: d � � � Urct�rvartV� iv�v re� rct�tvirt�u. rrior w nex� inspecuon. �ee musi �e paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. ►� `� Tukwila .- `; h�,�vt! I S �,� 4 y O ` Z � S O `� z vos � � /� , � F , � NW 22/23/04 NE 22/23I04� SE Quarter 22/23/04 NE 27/23/04 NW 26/23l04 Slope Classifications RE��S�IVE� F�� 2 �3 � �4 �s � �� . e••: * 0 o CODEC�1�/J,��IA,:���, ��a o�'"'.'� Landslide potential is moderate; slope is between 15 /o and 40 /o � m and underlain by reletively permeabfe soils. ��Ge�logic Hazard ��.. _ Ma s ��:� Landslide potential is high; slope is between 15% and 40% and OCT � 5 Z016 p underlain by relatively impermeable soils or by bedrock; also includes all areas sloping more than 40%. Landslide potential is ve hi h; includes slo in areas with ma abl� Ci ry 9 p 9 pp r ty of Tukwila zones of groundwater seepage and existing mappable landslide depositsJ�LDING DIVISIOR� 1�=��� regardless of slope. __._December 13, 2004 Approximate boundary Renton Coal Formation and Coal Mine Disclaimer: Hazard Area (Waldron, 1962) The mapping of areas of potential geologic, instability Approximate location of Tukwila Mine Entrances (Waldron,1962) is approximate. On site verification is reqwred. � v 0 N m N 3 z v 0 � N M N 3 � ' O p � /7 r ' I�� � __ 6� ^ .-�.�T �F _��_ II ` i � � ��1 ` �G "` t �.�4 � 3.. " 3 E }� � �� � ' �.,d.�`� i, � � _ __ _-------- -- � �� �`' �. F � Structural Calculations House Addition 15828 51 St Ave S Tu kwi la, WA 98188 REV(EWED FOR CODE CONiPLIA�lCE APt'�O!!ED OCT � 5 2016 City of TukWila BUILDING DIVISIOi� RECElVED CITY OF TUKWILA ��{d 1 6 2016 PERMIT CENTER Prepared by: AWB Engineering, Inc. Wade A. Damey, P.E. dameyw@awbeng.com 206-650-6196 (cell) June 7, 2016 • ,� � SECTION 1: 91/2'-16" TJi� JOISTS � This section contains design Information for 9�/:"-16" deep Trus Joist� T11� Joists. These standard-size TJI� joists are readily available through your local Weyerhaeuser dealer or distributor. Offered with the flange sizes shown below, they come in lengths up to 60' (in 1' increments). Desi�n Properties (100% Load Duration) Basic Properties Reaction Properties loist Maximum �oist Only Maximum �3�. ��d � 0 314` Intermediate 5Y" Intermediate Depth Tll� Resistive Yertical 3/: End Reactinn (Ibs) Reaction (Ihs) Weight Moment��� EI =106 Shear �eaction Reaction (Ibslft) (ft-16s) ��n. -16s) (�bs� (16s) {�bs) No We6 INith Web Na We6 With Web Stiffeners Stfffenersu� Stiffeners Stitfeners�2� 110 2.3 �^ 2,500 157 1,220 910 1,220 1,935 N.A. 2,350 �__ _N:A. - -- _... - --- . - - - -- 9�h" 110 . 2.S r 3,000 186 . 1,330 1,005 1,330 2,145 _ N.A. _ 2,565 .;. , - _ 230 2.7 � 3,330 � 206 1,330 1,060 1,330 2,410 ' N.A. 2,790 N.A. 110 2.5 3,160 267 1,560 910 1,375 1,935 2,295 2,350 2,705 _ . _ _ ,.._ . __ _ _ _ _ _ _ 210 2.8 _. 3,795 315 ,_ 1,655 .._._1,005 __ ._ 1,460 __ 2,145 � 2,505 2,565_..,_._ 2,925 __ k �_ -- 11�/e° 230 3.0 � 4,215 347 1,655 1,060 1,485 2,410 2,765 2,790 3,150 ._ _ - ---- ._- - - 360 _ 3.0 _'_ 6,180 _t_ 419 _,_, 1,705 1,080 1,505 , 2,460 T 2,815 _ 3,000__,_ _ 3,360 560 4.0 9,500 63fi 2,050 1,265 1,725 3,000 3,475 3,455 3,930 110 2.8 _" 3,140 ; 392 T 1,860 910 1,375 1,935_ �_ 2,295 2,350 . 2,705 - -- -- - - --... _ __ - - - - - 210 31 r 4,490 462 1,945 1,005 1,460 2,145 2,505 � 2,565 2,925 -- - _ _ 14" 23D 3.3 4,990 :' S09 1,945 1,060 1,485 2,410 � 2,765 2,790 __4 . 3150 __ 360 3.3 � 7,335 � 612 1,955 1,080 ^1,505 2,460 T 2,815 3,000 3,360 . �-_. _ ._ _ _ . �_ .. 560 4.2 11,275 r 926 ` 2,390 1,265 1,725 3,000 3,475 3,455 ' 3,930 11U 3.0 4,280 535 2,145 910 1,375 1,935 2,295 2,350 2,705 �_ - - - -. _ . _ _. 110 3.3� �_ 5,140 ` 629T�_ 2,190 1,005 1,460 2,145 2,505 ._ 2,565 M 2,925 16" 230 3.5 5,710 691 2,190 1,060 1,485 2,410 2,765 2,790 3,150 . _ _ . .. - - - __ 360 3.5 � 8,405 � _ _830 ; 2.190 _ _ 1,080_ _1,505 2,460_ ' __ 2,815 _ _.3,000 � _ 3,360 560 4.5 12,925 1,252 2,110 1,265 1,725 3,000 3,475 3,455 3,930 (1) Caution: Do not increase joist mome� design pmperties by a repetitive member use factor. (2) See detail W on page 27 for web stiffener requirements and nailing infarmation. General Notes ■ Design reaction includes all loads on the joist. Design shear is computed at the inside face of supports and inclades all laads on the span(s). Allowable shear may sometimes be increased at interior supports in accordance with ICC ES ESR-1153, and these increases are reflected in span tables. ■ The formulas at right approximate the uniform load deflection of 0(inches). Tll�%oists are intended for dry-use applications T 00 NOT wa/k on%nists until braced. IN/URYMAYRESU[T. DO NOl stack buildirrgmaterials on urtsheathedloists. Stack onlyover beams or walls. DD HOT wa/k on %oisis that are lying flat. Snme Tll� joist serres may not be available in your region. Cnntact your Weyerhaeuser representatire lor information. For Tll� 110, 210, 230, and 3601oists �_ 22.5 wL� + 2.67 wLz EI d x 105 For Tll� 560 Joists �_ 22.5 wLa + 2.29 wL2 EI d x 105 w= uniform load in pounds per linear foot L = span in feet d= out-to-out depth af the joist in inches EI = value from table above L�1 �'�'� ly'-1�/a" � 9�4" �a' 1 P/e" 14" -�• T11� 110 joists L� � 2��16' 1K'-13/e' � 9�e° �8 11�/e" 14° 16' _�. Tll� 210 j01stS L--1 r-zs%6 ly'-1�/a" -� � 9'�' 11�/e" 3�8� 14" 16' � Tll� 230 joists L-1 r-25%b° 13/s� � 11�/s° 3/a" 14° 16" � TJI� 360 joists �.�1 r3�� 13�8� . - . . � 11�/a' �/�s' 14" 16" - - � T11� 560 joists WARN/ NG NOTES: �ck of proper bracing during constructinn can result in serious accidents. Observe the �ollowingguidelines: 1. All blocking, hangers, rim 6oards, and rim joists at the end supports of theTJl� joists must be completely installed and propedy nailed. 2. Lateral strength, like a braced end wall or an existing deck, must be established ai the ends of the bay. This can also be accomplished by a temporary or permanent deck (sheathing) fastened io the first 4 feet af joists at the end of the bay. 3. Safety bracing of lx4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each jaist. wthout this bracing, buckling sideways or rollover is highly probable under light constructian loads-such as a worker or one layer of unnailed sheathing. 4. Sheathing must be completety attached to each TJI� joist before additional loads can be placed on the system. 5. Ends of cantilevers require safety bracing on both the top and bottam flanges. 6. The flanges must remain straight within a tolerance of �4" from true alignment. Trus Joiste T11m Joist Specifier's Guide TJ-4000 � April 2016 s Wood Beam F�=�:�u����o��wwe�o,-��-,�.�s I ENERCALC, INC.1983-2015, Build:6.15.12.9, Ver.6.15.12.9 �.��. �. Description : Beam 10'-6" _ _CODE REFERENCFS __ Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set : iBC 2012 Material Properties Analysis Method : Aliowabie Stress Design Fb - Tension 2400 psi E: Modulus of Elas6city Load Combination iBC 2012 Fb - Compr 1850 psi Ebend- �oc 1800ksi Fc - Pdl 1650 psi Eminbend - bc 950ksi Wood Species : DF/DF Fc - Perp 650 psi Ebend- yy 1600 ksi Wood Grade : 24F - V4 Fv 265 psi Eminbend - yy 850ksi Ft 1100 psi Density 31.2 pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling l', D 0.18 L 0.72 � � 3.5x12 Span = 10.� ft `K' Applied Loads Senrice loads entered. Load Factors will be applied for calculations. Uniform load : D= 0.180, L= 0.720 , Tributary Width =1.0 ft DESIGN SUMMARY � - • • Maximum Bending Stress Ratio = 0.73� 1 Maximum Shear Stress Ratio = 0.516 : 1 Section used for this span 3,3X�2 Section used for this span 3.5x12 fb : Actual - 1,771.88psi fv : Actual = 136.72 psi FB : Allowable - 2,400.00psi Fv : Allowable = 265.00 psi Load Combination +D+L+H load Combination +D+L+H Location of maximum on span = 5.250ft Laxtion of maximum on span = O.00Oft Span # where ma�cimum occurs = Span # 1 Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward Transient Deflection 0.218 in Ratio = 577 Max Upward Transient Deflection 0.000 in Ratio = 0<360 Max Downward Total Deflection 0.055 in Ratio = 2308 Max Upward Total Deflection 0.000 in Ratio = 0<180 Maximum Forces 8 Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V � d � FN +D+�i Length =10.50 ft 1 0.164 0.115 0.90 1.000 +D+Lifi 1.000 Length =10.50 ft 1 0.738 0.516 1.00 1.000 ��r+H 1.000 Length =10.50 ft 1 0.118 0.083 1.25 1.000 +D+S+H 1.000 Length =10.50 ft 1 0.128 0.090 1.15 1.000 �i0.750Lr�0.750L+H 1.000 Length =10.50 ft 1 0.473 0.330 1.25 1.000 +D�0.750L+0.750S+H 1.000 Length =10.50 ft 1 0.514 0.359 1.15 1.000 Ci C� Cm C t C� 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.�0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.�0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Moment Values Shear Values M fb F'b V fv F'v 0.�0 0.0� 0.00 0.00 2.48 354.38 2160.00 0.77 27.34 238.50 0.00 0.00 0.00 0.00 12.40 1,771.88 2400.00 3.83 136.72 265.00 0.00 0.00 0.00 0.00 2.48 354.38 3000.00 0.77 27.34 331.25 0.00 0.00 0.00 0.00 2.48 354.38 2760.00 0.77 27.34 304.75 0.00 0.00 0.00 0.00 9.92 1,417.50 3000.00 3.06 109.38 331.25 0.00 0.00 0.00 0.00 9.92 1,417.50 2760.00 3.06 109.38 304.75 , 4 Wood Beam Description : Beam 10'-6" Load Combination Max Stress Ratios Segment Length Span # M V � d � FN �� � � � m � t � L +Di0.60W+H Length =10.50 ft 7 0.092 +D+0.70E+H Length =10.50 ft 1 0.092 +D+0.750Lr+9.750Li0.450W+H Length =10.50 ft 1 0.369 +Di0750L+0.750S�U.450W+H Length =10.50 ft 1 0.369 +D+0.750L+0.750S+0.5250E+H Length =10.50 ft 1 0.369 +0.60Di0.60W+0.60H Length =10.50 ft 1 0.055 +0.60D+0.70E+0.60H Length =10.50 ft 1 0.055 Overali Maximum Qeflections Load Combination L Only Vertical Reactions Load Combination S Overall MAXimum Overall MlNimum +D+H +p+{_+}i +D+Lr+H +p+S+H +Di0.750Lri0750L++i +D+0.750L�U.750S+H +D+0.60W+H +D+0.70E+H +D+U.750Lr+0.750L+0.450W+H +D+0.750L+0.750S+0.450W+H +D�0.750L+0.750S+0.5250E+H +0.60D+O.60W+O.60H +0.60D+0.70E+0.60H D Only Lr Only L Only S Only W Only E Only H Only +D+H +D+L+H +D+Lr+H +p+S+H +D+0750Lr�.750L++i +D+0,750L�750S+H +D+0.60W+H +D+0.70E+H +D+0.750Lr�0.750L�.450W+H +D+0.750L+0.750S+0.450W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.064 1.60 1.000 1.00 1.00 1.00 1. 00 1.00 1.000 1.00 1.00 1.00 1.00 1.00 0.064 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.000 1.00 1.00 1.(10 1.00 1.00 0.258 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.000 1.00 1.00 1.00 1.00 1.00 0.258 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.000 1.00 1.00 1.00 1.00 1.00 0.258 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.000 1.00 1.00 1.04 1.00 1.00 0.039 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.000 1.00 1.00 1.00 1.00 1.00 0.039 1.60 1.000 1.00 1.00 1.00 1.00 1.00 Span Max. '" Defl Location in Span Load Combina6on upport 1 4.725 0.567 0.945 4.725 0.945 0.945 3.780 3.780 0.945 0.945 3.780 3.780 3.780 0.567 0.567 0.945 3.780 0.945 4.725 0.945 0.945 3.780 3.780 0.945 0.945 3.780 3.780 Support 2 4.725 0.567 0.945 4.725 0.945 Q.945 3.780 3.780 0.9A5 0.945 3.780 3.780 3.780 0.567 0.567 0.945 3.780 0.945 4.725 0.945 0.945 3.780 3.780 0.945 0.945 3.780 3.780 SuppoR notation : Far left is #1 File = INC. Moment Values M fb F'b 2.48 2.48 9.92 9.92 9.92 1.49 1,49 0.00 354.38 3840.00 0.00 354.38 3840.00 O.Od 1,417.50 3840.00 0.00 1,417.50 3840.00 0.00 1,417.50 3840.00 0.00 212.63 3840.00 0.00 212.63 3840.00 Build:6.t5.12.9, Ver:6.t5.12.9 Shear Values V fir F'v 0.00 0.00 0.00 0.77 27.34 424.00 0.00 0.00 0.00 0.77 27.34 424.00 0.00 0.00 0.00 3.06 109.38 424.00 0.00 0.00 0.00 3.06 109.38 424.00 0.00 0.00 0.00 3.06 109.38 424.00 0.00 0,00 0.00 0.46 16.41 424.00 0.00 0.00 0.00 0.46 16.41 424.00 Max. "+ Defl Location in Span o.0000 o.000 Values in KIPS 0 Wood Beam Description : Beam 6' CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set : IBC 2012 Material Properties file = c:\UserslwadelOneDrivelAWB201-11DOD8A2-1lcalcs.ec6 ENERCALC, INC.19832015, Build:6.15.12.9, Ver:6.15.12.9 Analysis Method : Allowable Stress Design Fb - Tension 900.0 psi E: Modulus of Elasticity Load Combination i BC 2012 Fb - Compr 900.0 psi Ebend- xx 1,600.0 ksi Fc - Prll 1,350.0 psi Eminbend -�oc 580.0 ksi Wood Species : Douglas Fir - Larch Fc - Perp 625.0 psi Wood Grade : No.2 Fv 18Q.0 psi Ft 575.0 psi Density 31.20 pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling .. � . . .. . . � . .. � . . . ... . D 0.07 L 028 + + � Applied Loads Uniform Load : D= 0.070, L= 0.280 , Tributary Width =1.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = 0.915 1 Section used for this span 4x6 fb : Actual = 1,071.07psi FB : Allowable - 1,170.00psi Load Combination +D-�I..+H Location of maximum on span = 3.00Oft Span # where maximum occurs = Span # 1 Maximum Deflection 4x6 Span = 6.0 ft Service loads entered. Load Factors will be applied for calculations. Maximum Shear Stress Ratio Section used for this span fir : Actual Fv : Allowable Load Combinadon Location of maximum on span Span # where maximum occurs Max Downward Transient Deflection 0.106 in Ratio = 680 Max Upward Transient Deflection 0.000 in Ratio = 0<3B0 Max Downward Total Deflection 0.026 in Ratio = 2722 Max Upward Total Deflection 0.000 in Ratio = 0<180 Maximum Forces & Stresses for Load Combinations Load Combination Mau Stress Ratios Segment Length Span # M V � d � FN +fl+�l Length = 6.0 ft 1 0.203 0.086 0.90 1.300 +D+L+H 1.300 Length = 6.0 ft 1 0.915 �.388 1.0a 1.3�0 +D+Lr+H 1.300 Length = 6.0 ft 1 0.146 0.062 1.25 1.300 +p+g+}{ 1.300 Length = 6.0 ft 1 0.159 0.068 1.15 1.300 +D+0.750Lr+0.750L+H 1.300 Length = 6.0 ft 1 0.586 0.248 1.25 1.300 +D+0.750L+0.750S+H 1.300 Length = 6.0 ft 1 0.637 0.270 1.15 1.300 Ci C� Cm C t C� 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0� 1.0� 1.00 1.00 1.0� 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Momeni Values M fb F'b 0.00 0.32 214.21 1053.00 0.00 1.58 1,071.07 1170.00 0.00 0.32 214.21 1462.50 0.00 0.32 214.21 1345.50 0.00 1.26 856.86 1462.50 0.00 1.26 856.86 1345.50 0.388 : 1 4x6 69.87 psi 180.00 psi +D+L+H 0.000 ft Span # 1 Shear Values V fv F'v 0.00 0.00 0.00 0.18 13.97 162.00 0.00 0.00 0.00 0.90 69.87 180.00 0.00 0.00 0.00 0.18 13.97 225.00 0.00 0.00 0.00 0.18 13.97 207.00 0.00 0.00 0.00 0.72 55.90 225.00 0.00 0.00 0.00 0.72 55.90 207.00 w�Od Beam Fle=c:lUserslwadelOoeDrive1AW8201-11DOD8A2-1lcalcs.ec6 ENERCALC, INC.1983-2(115, BuiM:6.15.12.9, Ver:6.15.12.9 f.�t. �. - Description : Beam 6' Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span # M V � d � FN � i � r � m � t � L M fb F'b V fv F'v +D+0.60W+H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.114 0.049 1.60 1.300 1.(10 1.00 1.00 1.00 1.00 0.32 214.21 1872.00 4.18 13.97 288.00 +D�0.70E+H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.114 0.049 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.32 214.21 1872.00 0.18 13.97 288.00 +D+0.750Lr+0.750L+0.450W+H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.458 0.194 1.60 1.300 1.00 1.00 1.00 1.00 1.00 1.26 856.86 1872.00 0.72 55.90 288.00 +D+0.750L�0.750S+0.450W+H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.458 0.194 1.60 1.300 1.00 1.00 1.00 1.00 1.00 1.26 856.86 1872.00 0.72 55.90 288.00 +Di0.750L+0.750S+0.5250E+H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.458 0.194 1.60 1.300 1.00 1,00 1.00 1.00 1,00 1.26 856.86 1872.00 0.72 55.90 288.00 +0.60D+O.60W+0.60H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.069 0.029 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.19 128.53 1872.00 0.11 8.38 288.00 +0.60D+0.70E+0.60H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.069 0.029 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.19 128.53 1872.00 0.11 8.38 288.00 Overali Maximum Defiections Load Combination Span Max. '" Defl Location in Span Load Combination � Max. "+ Defl Location in Span L Only 1 0.1058 3.022 0.4000 0.000 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 SuppoR 2 Overall MAXimum 1.050 1.050 Overall MlNimum 0.126 0.126 +D+H 0.210 0.21Q +D+L+H 1.050 1.050 +D+Lr+H 0.210 0.210 +p+S+H 0.210 0,2i0 +D+0.750Lr+0.750L+H 0.840 0.840 +D+0.750L+0.750S+H 0.840 0,840 +D+U.60W+H 0.210 0.210 +D�0.70E+H 0.210 0.210 +Di0.750Lri0.750L+0.450W+H 0.840 0.840 +D+0.750L+9.750S+0.450W+H 0.840 0.840 +D+0.750L+0.750S+0.5250E+H 0.840 0.840 +0.60D�+0.60W+0.60H 0.126 0.126 +0.60D+0.70E+0.60H 0.126 0.126 D Only 0.210 0.210 Lr Only L Only 0.840 0.840 S Only W Only E Only H Only +D+H 0.210 0.210 +D+L+H 1.050 1.050 +D+Lr+H 0.210 0.210 +D+S+H 0.210 0.210 +D+0.750Lr+0.750L+H 0.840 0.840 +D+0.750L+0.750S+H 0.840 0.840 +D�O.60W+H 0.210 0.210 +Di0.70E+H 0.210 0.210 +D+0.750Lr+0.750L�+0.450W+H 0.840 0.840 +D+0.750L+0.750S+U.450W+H 0.840 0.840 Wood Beam F�=�:w����o�,e�wwazo,-,►000e�-,��S.�s ENERCALC, INC.1983-2(115, Build:6.15.12.9, Ver.6.15.12.9 �.��. �. e Description : Beam 5' CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set : IBC 2012 Material Properties Analysis Method : Allowable Stress Design Fb-Tension 900 psi E: Modulus ofElasticity LoadCombinationiBC2012 Fb-Compr 900psi Ebend-�oc 1600ksi Fc - Prll 1350 psi Eminbend -�a 580ksi Wood Species : Douglas Fir - Larch Fc - Perp 625 psi Wood Grade : No.2 Fv 180 psi Ft 575 psi Density 31.2 pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling _ _ _ _ __ __ _ _ _ _ _ . _.. .. ...... D 0.07 L 0.28 � � + Applied Loads Uniform Load : D= 0.070, L= 0.280 , Tributary Width =1.0 ft DESI.GN SUMMARY_ Maximum Bending Stress Ratio = 0.636 1 Section used for this span 4x6 fb : Actual - 743.80psi FB : Allowable = 1,170.00 psi Load Combination +D+L+H Location of maximum on span = 2.500ft Span # where maximum occurs = Span # 1 Maximum Deflection 4� Span = 5.0 ft Seroice Ioads entered. Load Factors will be appfied for calculations. Maximum Shear Stress Ratio Sedion used for this span fv : Actual Fv : Allowable Load Combination Loption of maximum on span Span # where maximum occurs Max Downward Transient Deflection 0.051 in Ratio = 1176 Max Upward Transient Deflection 0.000 in Ratio = 0<360 Max Downward Total Deflection Q.013 in Ratio = 4704 Max Upward Total Deflection a.QQp in Ratio = 0<180 Maximum Forces 8� Stresses for Load Combinations Load Combina6on Max Stress Ratios Segment Length Span # M V � d � FN +D+41 Length = 5.0 ft 1 0.141 0.069 0.90 1.300 +D+L+H 1.300 Length = 5.0 ft 1 0.636 0.310 1.00 1.300 +D+Lr+H 1.300 Length = 5.0 ft 1 0.102 0.050 1.25 1.300 +D+S+H 1.300 Length = 5.0 ft 1 0.111 0.054 1.15 1.300 +D+0.750Lr+0.750L+H 1.300 Length = 5.0 ft 1 0.407 0.198 1.25 1.300 +D+0.750L+0.750S+fi 1.300 Length = 5.0 ft 1 0.442 0.215 1.15 1.300 Ci C� Cm C t C� 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 9.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0� 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 .- . • = 0.310 : 1 4x6 = 55.74 psi = 180.00 psi +D+L+H = 0.000 ft = Span # 1 Moment Values M fb F'b 0.�0 0.22 148.76 1053.00 0.00 9.09 743.80 1170.00 0.00 0.22 148.76 1462.50 0.00 0.22 148.76 1345.50 0.00 0.88 595.04 1462.50 0.00 0.88 595.04 1345.50 Shear Values V fv F'v �.�0 0.0a 0.00 0.14 11.15 162.00 0.00 0.00 0.00 0.72 55.74 180.00 0.00 0.00 0.00 0.14 11.15 225.00 0.00 0.00 0.00 0.14 11.15 207.00 o.00 o.00 o.00 0.57 44.59 225.00 0.00 0.00 0.00 0.57 44.59 207.00 Wood Beam Description : Beam 5' File iNC.19832015. Build:6.15.12.9, Ver:6.t5.12.9 Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span # M V � d � FN C � C � C m C t C � M fb F'b V fv F'v +D�O.60W+H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.0 ft 1 0.079 0.039 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.22 148.76 1872.00 0.14 11.95 288.00 +D+0.70E+H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.0 ft 1 0.079 0.039 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.22 148.76 1872.00 0.14 11.15 288.00 +D+0.750Lr�0.750L+0.450W+H 1.300 1.0(1 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.0 ft 1 0.318 0.155 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.88 595.04 1872.00 0.57 44.59 288.00 +D+0.750L�0.750S+fl.450W+H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.0 ft 1 0.318 0.155 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.88 595.04 1872.00 0.57 44.59 288.00 +DiU.750L+0.750S+0,5250E+H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.0 ft 1 0.318 0.155 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.88 595.04 1872.00 0.57 44.59 288.00 +O.60D+O.60W+O.60H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0,00 Length = 5.0 ft 1 0.048 0.023 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.13 89.26 1872.00 0.09 6.69 288.00 +0.60D+0.70E+0.60H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.0 ft 1 0.048 0.023 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.13 89,26 1872.00 0.09 6.69 288.00 Overall Maximum Deflections Load Combination Span Max. "' Defl Location in Span Load Combination Max. "+ Defl Location in Span L Onty -- 1----- 0.0510 -- 2.518 ---------------- --------- 0.0000 0.000 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination SuppoR 1 Support 2 Overall MAXimum 0.875 0.875 Overall MlNimum 0.105 0.105 +p+}{ 0.175 0.175 +p+L+H 0.875 0.875 +D+Lr+H 0.175 0.175 +p+S+H 0.175 0.175 � +D+0.750Lr�0.7501+H 0.700 0.700 +D+0.750L+0.750S+H 0.700 0.700 +D�+0.60W+H 0.175 0.175 +D+0.70E+H 0.175 0.175 +D�0.750Lr+0.750L+0.450W+H 0.700 0.700 +Di0.750L+0.750S+0.450W+H 0.700 0.700 +D+0.750L+0.750S+0.5250E+H 0.700 0.700 i0.60D�0.60W+0.60H 0.105 0.105 +0.60D+U.70E+0.60H 0.105 0.105 D Oniy 0.175 0.175 Lr Only L Only 0.700 0.700 S Only W Only E Only H Only +p+H 0.175 0.175 +p+L+H 0.875 0.875 +D+Lr+H 0.175 0.175 +p+S+H 0.175 0.175 +D+0.750Lr+0.750L+H 0.700 0.700 +D+0.750L�U.750S+H 0.700 0.700 +Di0.60W+H 0.175 0.175 +D+0.70E+H 0.175 0.175 +D+0.750Lr+0.750L+0.450W+H 0.700 0.700 +D+0.750Li0.750S+0.450W+H 0.700 0.700 Wood Beam INC.1983-2(115. Build:6.15.129. Ver.6.15.12.9 Description : Deck Beam 8' CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set : IBC 2012 Material Properties Analysis Method : Allowable Stress Design Fb - Tension 900.0 psi E: Modulus ofElasticiry Load Combination i8C 2012 Fb - Compr 900.0 psi Ebend- xx 1,600.Oksi Fc - Prll 1,350.0 psi Eminbend -�oc 580.0 ksi Wood Species ; Douglas Fir - Larch Fc - Perp 625.0 psi Wood Grade : No.2 Fv 180.0 psi Ft 575.0 psi Density 31.20pcf Beam Braang : Beam is Fully Braced against lateral-torsion buckling . 0.08 0.31 + + � � Applied Loads Uniform Load : D= 0.080, L= 0.310 , Tributary Width =1.0 ft DESlGN SUMMARY Maximum Bending Stress Ratio = 0.868 1 Section used for this span 4x10 fb : Actual = 750.13psi FB : Allowable = 864.00psi Load Combination +D+L.+Ff Location of maximum on span = 4.00Oft Span # where maximum occurs = Span # 1 Maximum Deflection 4xt0 Span = 6.0 ft �� Service toads entered. Load Factors will be applied for calculations. Maximum Shear Stress Ratio Section used for this span iv : Actuaf Fv : Allowable Load Combination Location of maximum on span Span # where maximum oaxirs oax Max Downward Transient Deflection 0.082 in Ratio = 1172 Max Upward Transient Deflection 0.000 in Ratio = 0<3gp Max Downward Total Deflection 0.021 in Ratio = 4542 Max Upward Total Deflection 0.000 in Ratio = 0<180 Maximum Forces 8 Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V � d � FN +D+Fi Length = 8.0 ft 1 0.198 0.093 0.90 1.200 +D+L++i 1.200 Length = 8.0 ft 1 0.868 0.4�7 1.�� 1.2�� +D+Lr+H 1.200 Length = 8.0 ft 1 0.142 0.067 1.25 1.200 +D+S,}� 1.200 Length = 8.0 ft 1 0.155 0.073 1.15 1.200 +D+0.750Lr+0.750L++i 1.200 Length = 8.0 ft 7 0.557 0.261 1.25 1.200 +D+0.750L+0.750S+H 1.200 Length = 8.0 ft 1 a.605 0.283 1.15 1.200 C� C� Cm C t C� 0.80 1.00 1.00 1.00 1.00 0.80 1.00 1, 00 1.00 1.00 0.8� 1.0� 1.0� 1.�0 1.�� 0.80 1.00 1.00 1.00 1.00 0.80 1.00 1.00 1.00 1.00 0.80 1.00 1.00 1.00 1.00 0.80 1.00 1.00 1.00 1.00 0.80 1.00 1.00 1.00 1.00 0.80 1.00 1.00 1.00 1.00 0.80 1.00 1.00 1.00 1.00 0.80 1.00 1.00 1.00 1.00 e Moment Values M fb F'b 0.00 0.64 153.87 777.60 0.00 3.12 750.13 8fi4.00 0.00 0.64 753.87 1080.00 0.00 0.64 153.87 993.60 0.00 2.50 601.06 1080.00 0.00 2.50 601.06 993.60 0.407 : 1 4x10 58.56 psi 144.00 psi +�+{.+}{ 7.241 ft Span # 1 Shear Values V iv F'v 0.00 0.00 0.00 0.26 12.01 129.60 0.00 0.00 0.00 1.26 58.56 144.00 0.00 0.00 0.00 0.26 12.01 180.00 0.00 0.00 0.00 0.26 12.01 165.60 0.00 0.00 0.00 1.01 46.92 180.00 0.00 0.00 0.00 1.01 46.92 165.60 W��d Beam r��e=c:wsers�waae�v�eunvewvvowi-��wuar�-ncaics.eco ENERCALC. INC.1983-2015. Build:6.15.12.9. Ver:6.15.12.9 DeSCfiption : Deck Beam 8' Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span # M V � d � FN �� � r � m � t � � M fb F'b V fv F'v +D+O.60W+H 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.111 0.052 1.60 1.200 0.80 1.00 1.00 1.00 1.00 0.64 153.87 1382.40 0.26 12.01 230.40 +D+0.70E+H 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.111 0.052 1.60 1.200 0.80 1.00 1.00 1.00 1.00 0.64 153.87 1382.40 0.26 12.01 230.40 +D+0.750Lr+0.750La0.450W+H 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.435 0.204 1.60 1.200 0.80 1.00 1.00 1.00 1.00 2.50 601.06 1382.40 1.01 46.92 230.40 +D�0.750L+0.750S+U.450W+H 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.435 0.204 1.60 1.200 0.80 1.00 1.00 1.00 1.00 2.50 601.06 1382.40 1.01 46.92 230.40 +D+0.750L+0.750Si0.5250E+H 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.435 0.204 1.60 1.200 0.80 1.00 1.00 1.00 1.00 2.50 601.06 1382.40 1,01 46.92 230.40 +O.60D�O.60W+O.60H 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.067 0.031 1.60 1.200 0.80 1.00 1.00 1.00 1.00 0.38 92.32 1382.40 0.16 7.21 230.40 +U.60D+0.70E+fl.60H 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.067 0.031 1.60 1.200 0.80 1.00 1.00 1.00 1.00 0.38 92.32 1382.40 0.16 7.21 230.40 Overall Maximum Deflections Load Combination Span Max. "-" Defl Location in Span Load Combination Max. "+" Defl Location in Span L Only 1 0.0819 4.029 O.OQ00 0.000 Verticat Reactiorts Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Suppoct 2 Overall MlNimum 0.192 0.192 +D+H 0.320 0.320 +D+L+H 1.560 1.560 +D+Lr+H 0.320 0.320 +D+S+H 0.320 0.320 +D+0.750Lr+0.750L+H 1.250 1.250 +D+0.750L+0.750S+H 1.250 1.250 +D+9.60W+H 0.320 0.320 +D+0.70E+H 0.320 0.320 +D+0.750Lr+0.750Li0.450W+H 1.250 1.250 +Da0.750L�0.750S�0.450W+H 1.250 1.250 +D+0.750L+0.750S+0.5250E+H 1.250 1.250 +U.60D+O.60W+O.60H 0.192 0.192 +0.60D+O.10E+0.60H 0.192 0.192 D Only 0.320 0.320 Lr Only l Only 1.240 1.240 S Only W Only E Oniy H Only +D+H 0.320 0.320 +D+L+H 1.560 1.560 +D+Lr+H 0.320 0.320 +D+S+H 0.320 0.320 +Di0.750Lr+0.750L+H 1.250 1.250 +D+0.750Li0.750S+H 1.250 1.250 +D+0.60W+H 0.320 0.320 +D+0.70E+H 0.320 0.320 +D�0.750Lr+0.750L+0.450W+H 1.250 1.250 +D+0,750L+Q,750S+0.450W+H 1,250 1.250 ••� Lic. # : KW-06006706 �• � � �•. � _CODE REFERENCES � , ___ Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set : IBC 2012 Material Properties File = c:lUserslwadelOneDrivelANB201�11DODBA2-1lcalcs.ec6 ENERCALC, INC.1983-2(115, Buik1:6.15.t2.9, Ver.6.15.12.9 Analysis Method : Aliowable Stress Design Fb - Tension 900.0 psi E: Modulus of Elasticity Load Combinaiion i BC 2012 Fb - Compr 900.0 psi Ebend- xx 1,600.0 ksi Fc - Prll 1,350.0 psi Eminbend - �oc 580.0 ksi Wood Species : Oouglas Fir - Larch Fc - Perp 625.0 psi Wood Grade : No.2 Fv 180.0 psi Ft 575.Opsi Density 31.20pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling Repetitive Member Stress Increase 0 0.074 L 0.054 D 0.014 L 0.054 � ♦ � � � � 2�c6 Span = 5.50 ft Applied �oads Load for Span Number 1� Uniform Load : D= 0.0140, L= 0.0540 , Tributary Width =1.0 ft Load for Span Number 2 Uniform Load : D= 0.0140, L= 0.0540 , Tributary Width =1.0 ft DES/GN SiIMMARY Maximum Bending Stress Ratio = 0.313 1 Section used for this span 2x6 fb : Actual - 337.19psi FB : Allowable = 1,076.40psi Load Combination +D+L+N Location of maximum on span = 5.5(lOft Span # where maximum occu�s = Span # 1 Maximum Deflection �F� 2x6 Span = 2.50 ft Service loads entered. Load Factors will be applied for calcufations. Maximum Shear Stress Ratio Sedion used for this span iv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs Max Downward Transient Deflection 0.018 in Ratio = 3616 Max Upward Transient Deflection 0.000 in Ratio = 0<3gp Max Downward Total Deflection 0.005 in Ratio = 13949 Max Upward Total Deflection -0.000 in Ratio =?90358 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V � d � FN +D�i Length = 5.50 ft 1 0.072 0.057 0.90 1.300 Length = 2.50 ft 2 0.072 0.057 0.90 1.300 +D+�+H 1.300 Length = 5.50 ft 1 0.313 0.248 1.00 1.300 Length = 2.50 ft 2 0.313 0.248 1.00 1.300 +D+Lr+H 1.300 Length = 5.50 ft 1 0.052 0.041 1.25 1.300 C� C� Cm C t C� 0.80 1.15 1.00 1.00 1.00 0.80 1.15 1.00 1.00 1.00 0.80 1.15 1.00 1.00 1.00 0.80 1.15 1.00 1.00 1.00 0.80 1.15 1.00 1.00 1.00 0.80 1.15 1.00 1.00 1.00 0.80 1.15 t.00 1.00 1.00 Moment Values M fb 0.04 69.42 0.04 69.42 0.21 337.19 0.21 337.19 0.04 69.42 e F'b 0.00 968.76 968.76 0.00 1076.40 1076.40 0.00 1345.50 V 0.00 0.04 0.03 0.00 0.20 0.14 0.00 0.04 0.248 : 1 2x6 35.71 psi 144.00 psi +D+L+H 5.070 ft Span # 1 Shear Values iv F'v 0.00 0.00 7.35 129.60 7.35 129.60 0.00 0.00 35.71 144.00 35.71 144.00 0.00 0.00 7.35 180.00 0 wOOC� B@1t11 ---- ----y----`----.----- Fle=c:WserslwadelOneDrive1pW62(11-11DOD8A2-1lcalcs.ec6 ENERCALC, INC.19832015, Build:6.t5.12.9, Ver:6.15.12.9 �.��. �. Description : Deck Joist Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span # M V � d � FN � i � r � m � t � � M fb F'b V fv F'v Length = 2.50 ft 2 0.052 0.041 1.25 1.300 0.80 1.15 1.00 1.00 1.00 0.04 69.42 1345,50 0.03 7.35 180.00 +p+S+H 1.300 0.80 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.50 ft 1 0.056 0.044 1.15 1.300 0.80 1.15 1.00 1.00 1.00 0.04 69.42 1237.86 0.04 7.35 165.60 Length = 2.50 ft 2 0,056 0.044 1.15 1.300 0.80 1.15 1.00 1.00 1.00 0.04 69.42 1237.86 0.03 7.35 165.60 +D+0.750Lr+0.750L+H 1.300 0.80 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.50 ft 1 0.201 0.159 1.25 1.300 0.80 1.15 1.00 1.00 1.00 0.17 270.25 1345.50 0.16 28.62 180.00 Length = 2.50 ft 2 0.201 0.159 1.25 1.300 0.80 1.15 1.00 1.00 1.00 0.17 270.25 1345.50 0.11 28.62 180.00 +D�0.750L�9.750S+H 1.300 0.80 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.50 ft 1 0.218 0.173 1.15 1.300 0.80 1.15 1.00 1.00 1.00 0.17 270.25 1237.86 0.16 28.62 165.60 Length = 2.50 ft 2 0.218 0.173 1.15 1.300 0.80 1.15 1.00 1.00 1.00 0.17 270.25 1237.86 0.11 28.62 165.60 +D+O.60W+H 1.300 0.80 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.50 ft 1 0.040 0.032 1.60 1.300 0.80 1.15 1.00 1.00 1.00 0.04 69.42 1722.24 0.04 7.35 230.40 Length = 2.50 ft 2 0.040 0.032 1.60 1.300 0.80 1.15 1.00 1.00 1.00 0.04 69.42 1722.24 0.03 7.35 230.40 +D�0.70E+H 1.300 0.$0 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.50 ft 1 0.040 0.032 1.60 1.300 0.8D 1.15 1.00 1.00 1.00 0.04 69.42 1722.24 0.04 7.35 230.40 Length = 2.50 ft 2 0.040 0.032 1.60 1.300 0.80 1.15 1.00 1.00 1.00 0.04 69.42 1722.24 0.03 7.35 230.40 +D+0.750Lr+0.750L+0.450W+H 1,300 0.80 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.50 ft 1 0.157 0.124 1.60 1.300 0.80 1.15 1.00 1.00 1.00 0.17 270.25 1722.24 0.16 28.62 230.40 Length = 2.50 ft 2 0.157 0.124 1.60 1.300 0.80 1.15 1.00 1.00 1.00 0.17 270.25 1722.24 0.11 28.62 230.40 +D+0.750L+0.750S+fl.450W++i 1.300 0.80 1.15 1.00 1.00 1.00 0.00 0,00 0.00 0.00 Length = 5.50 ft 1 0.157 0.124 1.60 1.300 0.80 1.15 1.00 1,00 1.00 0.17 270.25 1722.24 0.16 28.62 230.40 Length = 2.50 ft 2 0.157 0.124 1.60 1.300 0.80 1.15 1.00 1,00 1.00 0.17 270.25 1722.24 0.11 28.62 230.40 +Da9.750L�0.750S�9.5250E+H 1.300 0.80 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.50 ft 1 0.157 0.124 1.60 1.300 0.80 1.15 1.00 1.00 1.00 0.17 270.25 1722.24 0.16 28.62 230.40 Length = 2.50 ft 2 0.157 0.124 1.60 1.300 0.80 1.15 1.00 1.00 1.00 0.17 270.25 1722.24 0.11 28.62 230.40 �U.60D�O.60W+0.60H 1.300 0.80 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.50 ft 1 0.024 0.019 1.60 1.300 0.80 1.15 1.00 1.00 1.00 0.03 41.65 1722.24 0.02 4.41 230.40 Length = 2.50 ft 2 0.024 0.019 1.60 1.300 0.80 1.15 1.00 1.00 1.00 0.03 41.65 1722.24 0.02 4.41 230.40 +O.60D+0.70E+0.60H 1.300 0.80 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.50 ft 1 0.024 0.019 1.60 1.300 0.80 1.15 1.00 1.00 1.00 0.03 41.65 1722.24 0.02 4.41 230.40 length = 2.50 ft 2 0.024 0.019 1.60 1.300 0.80 1.15 1.00 1.00 1.00 0.03 41.65 1722.24 0.02 4.41 230.40 Overall Maximum Deflections Load Combination Span Max. "-" Defl Location in Span Load Combination Max. '+' Defl Location in Span L Only 1 0.0182 2.458 0.0000 0.000 L Onty 2 0.0055 2.500 L Onty -0.0008 0.475 Verticat Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 SuppoR 3 Overal� MAXimum 0.148 0.396 Overall MlNimum 0.018 0.049 +D+H 0.031 0.081 +D+L+H 0.148 0.396 +D+�r+H 0.031 0.081 +p+S++i 0.031 0.081 +Di4.750Lr+0.750L+H 0.119 0.317 +D+0.750L+0.750S+H 0.119 0.317 +D+O.60W+H 0.031 0.081 +D�0.70E+H 0.031 0.081 +D+0.750Lr+U.750L+0.450W+H 0.119 0.317 +D�U.750L�0.750S+0.450W+H 0.119 0.317 +D�0.750L+0.750S+0.5250E+H 0.119 0.317 +O.60D+O.60W+O.60H 0.018 0.049 +0.60D+0.70E+O.60H 0.018 0.049 D Onty 0.031 0.081 Lr Onty L Only 0.118 0.314 S Only W Oniy E Only Wood Beam �.��. �. Description : Deck Joist Verticai Reactions Load Combination SuppoR 1 +�+�I +D+L+H +D+Lr+H +p+S+H +D+0.750Lr+0750L+H +D+U.750L+0.750S+H ��o.sow� +D+0.70E+H +D+0.750Lr+0.750L+0.450W+H +D+0.750L+0.750S+0.450W+H O.a31 0.148 0.031 0,031 0.119 0.119 0.031 0.031 0.119 0.119 Support 2 Support 3 0.081 0.396 0.081 0.081 0.317 0.317 0.081 0.081 0.317 0.317 Support notation : Far left is #1 Fle = INC. 9983-2015, Build:6.15.12.9, Ver.6.15.12.9 Values in KIPS General Footing Descripti0n : Footing at Floor Joist Beam Code References Calculations per ACI 318-11, IBC 2012, CBC 2013, ASCE 7-10 Load Combinations Used : ASCE 7-10 Generai information Material Properties fc : Concrete 28 day strength fy : Rebar Yield Ec : Concrete Elastic Modulus Concrete Density cp Values Fiexure Shear Analysis Settings Min Steel % Bending Reinf. Min Allow % Temp Reinf. Min. OveRuming Safety Factor Min. Sliding Safety Factor Add Ftg Wt for Soil Pressure Use ftg xR for stabili�, moments & shears Add Pedestal Wt for Soil Pressure Use Pedesiat wt for stability, mom & shear Dimensions Width paratlel to X-X Axis = Length parallel to Z-Z Axis = Footing Thicknes = Pedestal dimensions... px : parallel to X-X Axis = pz : parallel to Z-Z Axis _ Height Rebar Centertine to Edge of Concrete... at Bottom of footing = Reinforcing _� Bars parallel to X-X Axis Number of Bars Reinforcing Bar Size Bars parallel to Z-Z Axis Number of Bars Reinforcing Bar SizE = 3.0 ksi = 60.0 ksi = 3,122.0 ksi = 9 45.0 pcf = 0.90 = 0.750 = 0.00180 _ 'E .0 :1 - 1.0 :1 . No No . No No 2.50 ft 2.50 ft 12 in 0.0 in 0.0 in 0.0 in 3.0 in 4 # 4 F�= INC.1983-2015, Build:6.t5.t2.9, Ver.6.t5.12.9 Soil Design Values Allowable Soil Bearing Increase Bearing By Footing Weight Soil Passive Resistance (for Sliding) Soil/Concrete Fnction Coeff. Increases based on footing Depth Footing base depth berow soil surface = Allowable pressure increase per foot of depth = when footing base is below = Inaeases based on footing plan dimension Allowable pressure inaease per foot of depth = when maximum length or width is greater thar= Z 4 �' � ,. � � # 4 <;i s j'ia en r�,t , �.-. , �.. .. Bandwidth Distribution Check (ACI 15.4.4.2) P� �>?' T `�i' Y.r,Y � �� �-�cyrtieidn.'ed�+�6'm•'1'-,' Direction Requiring Closer Separation n/a # Bars required within zone n/a # Bars required on each side of zone n/a Applied Loads _ D Lr L S P: Column load = 2.0 0.0 7.60 0.0 OB : Overburden = 0.0 0.0 0.0 0.0 M_� = 0.0 0.0 0.0 0.0 M_u = 0.0 0.0 0.0 0.0 V-x = 0.0 0.0 0.0 0.0 �_Z - 0.0 0.0 0.0 0.0 3 m Q. � � -+v .�, n w 2.0 ksf No 250.0 pcf 0.30 0.0 ft 0.0 ksf 0.0 ft 0.0 ksf 0.0 ft . ,: i : ,, • � i 9 ;i � ,:�..�.s : x 'I;- a � r. � , _ _r� N' .jY � ,''.� .S . ._� --�--c'�'p�w��a-�--. H 0.0 k 0.0 ksf 0.0 k-ft 0.0 k-ft 0.0 k 0.0 k General Footing Description : Footing at Floor Joist Beam File = INC.1983-2015. Buiki:fi.15.12.9, Ver.6.15.12.9 DESIGN SUMMARY � - • • Min. Ratio Item Applied Capacily Goveming Load Combination PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS a.7680 nJa nla n/a 0.1455 0.1455 0.1455 0.1455 0.1313 0.1313 0.1313 0.1313 0.2489 Detailed Results Soii Bearing Overtuming - X-X Overtuming - Z-Z Uplift Z Flexure(+X) Z Flexure (-X) X Fiexure (+� X Flexure (-Z) 1-way Shear(+X) 1-way Shear (-X) 1-way Shear (+� i-way Shear (-� 2-way Punching 1.536 ksf 0.0 k-ft 0.0 k-ft 0.0 k 1.820 k-ft 1.820 k-ft 1.820 k-ft 1.820 k-ft 10.785 psi 10.785 psi 10.785 psi 10.785 psi 40.894 psi 2.0 ksf 0.0 k-ft 0.0 k-ft 0.0 k 12.508 k-ft 12.508 k-ft 12.508 k-ft 12.508 k-ft 82.158 psi 82.158 psi 82.158 psi 82.158 psi 164.317 psi +D+L+H about Z-Z axis No Overtuming No OveRuming No Uplift +1.20D�0.50Lr+1.60L+1.60H +1.20D+0.50Lr+1.60L+1.60H +1. 20 D+0.50 Lr+1.60 L+1.60 H +1.20D+0.50Lr+1.60L+1.60H +1.20D+0.50Lr+1.60L+1.60H +1.20D+0.50Lr+1.60L+1.60H +1.20D+0.50Lr+1.60L+1.60H +1.20D+0.50Lr+1.60L+1.60H +1.20D+0.50Lr+1.60L+1.60H Soii Bearing Rotation Axis & Actual Soii Bearing Stress Actual ! Allowable Load Combination... Gross Aliowabie Xecc Zecc Bottom, -Z Top, +Z Left, -X Right, +X Ratio X-X. +D+H 2.0 n/a 0.0 0.320 0.320 n/a n/a 0.160 X-X. +D+L++i 2.0 n!a 0.0 1.536 1.536 n/a nla 0.768 X-X. +D+Lr+H 2.0 n/a 0.0 0.320 0.320 n/a n/a 0.160 X-X. +D+S+H 2.0 n/a 0.0 0.320 0.320 n/a n/a 0.160 X-X. +D+0.750Lr+0.750L+H 2.0 n/a 0.0 1.232 1.232 n/a nla 0.616 X-X. +D+0.750L+0.750S+H 2.0 n/a 0.0 1.232 1.232 n/a nla 0.616 X-X, +D+0.60W+H 2.0 n(a 0.0 0.320 0.320 n!a n/a 0.160 X-X, +D+0.70E+H 2.0 n/a 0.0 0.320 0.320 n/a Na 0.160 X-X, +D+0.750Lr+0.750L+0.450W+H 2.0 nla 0.0 1.232 1.232 n/a nla 0.616 X-X. +D+0.750L+0.750S+0.450W+H 2.0 n/a 0.0 1.232 1.232 n/a n/a 0.616 X-X. +D+0.750L+0.750S+0.5250E+H 2.0 n!a 0.0 1.232 1.232 n/a Na 0.616 X-X, +0.60D+0.60W+O.60H 2.0 n/a 0.0 0.1920 0.1920 n/a n/a 0.096 X-X, +0.60D+0.70E+O.60H 2.0 nla 0.0 0.1920 0.1920 n/a n/a 0.096 Z-Z, +D+H 2.0 0.0 n/a n/a n/a 0.320 0.320 0.160 Z-Z, +D+L+H 2.0 0.0 n/a n/a nla 1.536 1.536 0,768 Z-Z. +D+Lr+H 2.0 0.0 n/a n/a n/a 0.320 0.320 0.160 Z-Z. +D+S+H 2.0 0.0 n/a n!a n!a 0.320 0.320 0.160 Z-Z. +D+0.750Lr+0.750L+H 2.0 0.0 n/a n/a n/a 1.232 1.232 0.616 Z-Z. +D+0.750L+0.750S+H 2.0 0.0 n/a n/a n/a 1.232 1.232 0.616 Z-Z. +D+0.60W++i 2.0 0.0 n!a n/a n!a 0.320 0.320 0.160 Z-Z. +D+0.70E+H 2.0 0.0 n/a n/a n/a 0.320 0.320 0.160 Z-Z. +D+0.750Lr+0.750L+0.450W+H 2.0 0.0 Na n/a n1a 1.232 1.232 0.616 Z-Z, +D+0.750L-�U.750S+0.450W+H 2.0 0.0 nla n/a n/a 1.232 1.232 0.616 Z-Z, +D+0.7501+0.750S+0.5250E+H 2.0 0.0 n/a n/a n/a 1.232 1.232 0.616 Z-Z. +0.60D+0.60W+0.60H 2.0 0.0 n/a n/a n/a 0.1920 0.1920 0.096 Z-Z, +O.60D+0.70E+0.60H 2.0 0.0 n/a n/a n!a 0.1920 0.1920 0.096 Overtuming Stability ------------------- ------ Rotation Axis 8 Load Combination... Overtuming Moment Resisting Moment Stability Ratio Status Footing Has NO Overtuming Footing Flexure Flexure Axis & Load Combination X-X, +1.40D+1.60H X-X, +1.40D+1.60H X-X. +1.20D+0.50Lr+1.60L+1.60H X-X, +1.20D+0.50Lr+1.60L+1.60H X-X, +1.20D+1.60L+0.50S+1.60H Mu Which Tension � As Req'd k-ft Side ? Bot or Top ? in"2 0.350 +Z Bottom 0.2592 0.350 -Z Bottom 0.2592 1.820 +Z Bottom 0.2592 1.820 -Z Bottom 0.2592 1.820 +Z Bottom 0.2592 Gvm.As in"2 Min Temo % Min Temo % Min Tema % Min Temo % Min Temp % Actuai As Phi Mn in^2 k-it 0.320 12.508 0.320 12.508 0.320 12.508 0.320 12.508 0.320 12.508 Status OK OK OK OK OK General Footing Description : Footing at Floor Joist Beam X-X, +1.20D+1.60L+0.50S+1.60H 1.820 -Z Bottom 0.2592 Min Temo % File = c:lUserslwadelOneDrivelAWB2ilt-11DOD8A2-1lcalcs.ec6 � ENERCALC, lNC.1983-2015, BuiW:6.15.12.9, Ver.6.15.12.9 0.320 12.508 OK General Footing Descnption : Footing at Floor Joist Beam Flexure Flexure Azis 8 Load Combination X-X, X-X, X-X, X-X, X-X. X-X, X-X, X-X, X-X, X-X, X-X. X-X, X-X. X-X. X-X, X-X, X-X, X-X. Z-Z. Z-Z, Z-Z, Z-Z, Z-Z, Z-Z, Z-Z. Z-Z. Z-Z, Z-Z, Z-Z, Z-Z, Z-Z, Z-Z. Z-Z. Z-Z, Z-Z, Z-Z, Z-Z, Z-Z, Z-Z, Z-Z, Z-Z, 2-Z, One +1. 20 D+1.60 L r+0. 50 L+1. 60 H +1.20D+1.60Lr+0.50L+1.60H +1. 20 D+1.60 L r+0. 50 W+1.60 H +1.20D+1.60Lr+0.50W+1,60H +1,20D+0.50L+1.60S+1.60H +1,20D+0.50L+1.60S+1.60H +1.20D+1.60S+0.50W+1.60H +1.20D+1.60S+0.50W+1.60H +1.20D+0.50Lr+0.50L+W+1,60H +1.20D+0.50Lr+0.50L+W+1.60H +1.20 D+O. 50 L+0.50 S+W+1.60 H +1.20 D+0.50 L+0.50 S+W+1.60 H +1.20 D+O. 50 L+0.20 S+E+1.60 H +1.20D+0.50L+0.20S+E+1.60H +0.90D+W+0.90H +0.90D+W+0.90H +0.90D+E+0.90H +0.90D+E+0.90H +1.40D+1.60H +1.40D+1.60H +1.20D+0.50Lr+1,60L+1.60H +1.20D+0.50Lr+1.60L+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20 D+1.60 Lr+0.50 L+1.60 H +1.20D+1.60Lr+0.50L+1.60H +1.20 D+1.60 Lr+0.50 W+1.60 H +1.20 D+1.60 Lr+0.50 W+1. 60 H +1.20D+0.50L+1.60S+1.60H +1.20 D+0.50 L+1. 60 S+1.60 H +1. 20 D+1.60 S+0.50 W+1. 60 H +1.20D+1.60S+0.50W+1.60H +1. 20 D+0 . 50 L r+0 . 50 L+W+1. 6 0 H +1.20 D+0.50 L r+0. 50 L+W+1.60 H +1.20 D+O. 50 L+0.50 S+W+1. 60 H +1.20 D+O. 50 L+0.50 S+W+1.60 H +1.20 D+O. 50 L+0.20 S+E+1. 60 H +1.20 D+0.50 L+O. 20 S+E+1. 60 H +0.90D+VN+p.gOH +0.90D+W+0.90H +0.90D+E+0.90H +0.90D+E+0.90H WaY Shear Load Combination... +1.40D+1.60H +1.20D+0.50Lr+1.60L+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60Lr+0.50L+1,60H +1.20D+1,60Lr+0.50W+1.60H +1.20D+0.50L+1.60S+1.60H +1.20D+1.60S+0.50W+1.60H +1.20 D+0.50 L r+0.50 L+W+1.60 H +1.20D+0.50L+0.50S+W+1.60H +1.20D+0.50L+0.20S+E+1.60H +0.90D+W+0.90H +0.90D+E+0.90H Punching Shear _oad Combination... +1.40D+1.60H v +1.20D+0.50Lr+1.60L+1.60H +1.20D+1.60L+0.50S+1.60H Mu Which Tension @ k-ft Side ? Bot or Top 7 0.7750 0.7750 0.30 0.30 0.7750 0.7750 0.30 0.30 0.7750 0.7750 0.7750 0.7750 0.7750 0.7750 0,2250 0.2250 0.2250 0.2250 0.350 0.350 1.820 1.820 1.820 1.820 0.7750 0.7750 0.30 0.30 0.7750 0.7750 0.30 0.30 0.7750 0.7750 0.7750 0.7750 0.7750 0.7750 0.2250 0.2250 0.2250 0.2250 +Z -Z +Z -Z +Z -Z +Z -Z +Z -Z +Z -Z +Z -Z +Z -Z +Z -Z -X +X -X +X -X +X -X +X -X +X -X +X -X +X -X +X -X +X -X +X -X +X -X +X Bottom Bottom Bottom 8ottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Vu @ -X Vu @ +X 2.074 �si 2.074 qsi 10.785 psi 10.785 psi 10.785 psi 10.785 qsi 4.593 osi 4.593 osi 1.778 psi 1.778 osi 4.593 psi 4.593 osi 1.778 osi 1.778 osi 4.593 qsi 4.593 osi 4.593 psi 4.593 psi 4.593 osi 4.593 psi 1.333 qsi 1.333 psi 9.333 nsi 1.333 �si As Req'd in^2 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0,2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0,2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0,2592 0.2592 Gvrn. As in^2 Min Temp % Min Temq % Min Temp % Min Temp % Min Temp °/a Min Temp °/a Min Temp % Min Temp % Min Temp % Min Temo % Min Temq % Min Temp % Min Temo % Min Temp % Min Temq % Min Temp % Min Temq % Min Temq % Min Temo % Min Temo % Min Temq % Min Temq % Min Temp % Min Temp % Min Temq % Min Temp % Min Temp % Min Temo % Min Temp % Min Temp % Min Temo % Min Temq % Min Temp % Min Temp % Min Temp % Min Temp % Min Temp % Min Temp % Min Tema % Min Temq % Min Temp % Min Temp °10 File = Vu (�a. -2 Vu (a� +Z Vu:Max 2.074 asi 2.074 asi 10.785 osi 10.785 psi 10,785 psi 10.785 psi 4.593 �si 4.593 osi 1.778 qsi 1.778 qsi 4.593 osi 4.593 osi 1.778 qsi 1.778 �si 4.593 qsi 4.593 psi 4.593 osi 4.593 osi 4.593 qsi 4.593 qsi 1.333 psi 1.333 �si 9.333 nsi 1.333 psi INC. Actual As in"2 0.320 0.320 0.320 0.320 0.320 0.320 0,320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0,320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0,320 0.320 0,320 0.320 2.074 qsi 10.785 osi 10.785 psi 4.593 psi 1.778 osi 4.593 psi 1.778 psi 4.593 psi 4.593 psi 4.593 psi 1.333 psi 1.333 �si Vu Phi*Vn Vu 1 Phi"Vn 7.864 psi 164.317osi 0.04786 40.894 �si 164.317psi 0.2489 40.894 �si 164.317asi 0.2489 Bu0d:6.15.12.9, Ver.6.15.12.9 Phi*Mn k-ft 12.508 12.508 12.508 12.508 12.508 12.508 12.508 12.508 12.508 12.508 12,508 12.508 12.508 12.508 12.508 12.508 12.508 12.508 12.508 12.508 12.508 12.508 12,508 12.508 12.508 12.508 12.508 12.508 12.508 12.508 12.508 12.508 12.508 12,508 12.508 12.508 12.508 12.508 12.508 12.508 12.508 12.508 Phi Vn Vu 1 Phi*Vn 82.158 osi 0.02525 82.158 nsi 0.1313 82.158 psi 0,1313 82.158 osi 0.0559 82.158 qsi 0.02164 82.158 psi 0.0559 82.158 qsi 0.02164 82.158 nsi 0.0559 82.158 psi 0.0559 82.158 bsi 0.0559 82.158 psi 0.01623 82.158 Asi 0.01623 All units Status OK OK OK OK OK OK OK OK OK OK OK OK Status OK OK OK General Footing Description : Footing at Floor Joist Beam Punching Shear Load Combination... +1.20D+1.60Lr+0.50L+1.60H +1.20D+1.60Lr+0.50W+1.60H +1. 20 D+O. 50 L+1. 60 S+1.60 H +1.20D+1.60S-t0.50W+1.60H +1.20D+0.50Lr+0.50L+W+1.60H +1.20D+0.50L+0.50S+W+1.60H +1.20D+0.50L+0.20S+E+1.60H +0.90D+W+0.90H +0.90D+E+0.90H Vu 17.414 6.741 17.414 6.741 17.414 17.414 17.414 5.056 5.056 psi osi osi �si pSi osi DSI pSl DSI Phi*Vn 164.317osi 164.317�si 164.317osi 164.317psi 164.317 psi 164.317psi 164.317osi 164.317psi 164.317psi Vu 1 Phi'�Vn 0.106 0.04102 0.106 0.04102 0.106 0.106 0.106 0.03077 0.03077 INC.19832015, Build:6.15.12.9, Ver:6.15.12.9 All units k Status OK OK OK OK OK OK OK OK OK Generaf Footin F�e=«�u�e�s�w��o�o�aws2o,-,�oo�ar�-,��s.�s g ENERCALC, INC.1983-2(115, BuiNi:6.t5.12.9, Ver.6.15.92.9 �.��. �. Description : Footing at Floor Joist Beam in craw{space Code References ___________________ Calculations per ACI 318-11, IBC 2012, CBC 2013, ASCE 7-10 Load Combinations Used : ASCE 7-10 General lnformation Materiai Properties fc : Concrete 28 day strength = 3�� ksi fy : Rebar Yield = 6Q.0 ksi Ec : Concrete Elastic Modulus = 3,122.0 ksi Concrete Density = 145.0 pcf cp Values Flexure = 0.90 Shear = 0.750 Analysis Settings Min Steel % Bending Reinf. _ Min Allow % Temp Reinf. = 0.00180 Min. Overturning Safety Factor = 1.0 :1 Min. Sliding Safety Factor = 1.0 :1 Add Ftg Wt for Soil Pressure . No Use ftg wt for stabilit�+, moments & shears , No Add Pedestal Wt for Soil Pressure . Na Use Pedestal wt for slability, mom 8 shear ; NO Dimensions Width parallel to X-X Axis = 1.50 ft Length parallel to Z-Z Axis = 1.5Q ft Footing Thicknes = 12.0 in Pedestal dimensions... px : parallel to X-X Axis = 0.0 in pz : parallel to Z-Z Axis - 0.0 in Height - 0.0 in Rebar Centerline to Edge of Concrete... at Bottom of footing = 3.0 in Reinforcing Bars parallel to X-X Axis Number of Bars - 2 Reinforcing Bar Size = # 4 Bars parallel to Z-Z A�cis Number of Bars = 2 Reinforcing Bar SizE _ # 4 Bandwidth Qistribution Check (AC115.4.4.2) Direction Requiring Closer Separation n/a # Bars required within zone n!a # Bars required on each side of zone n/a Aaalied Loads P : Column Load OB : Overburden M-xx M-zz V-x V-z Soit Design Values Allowable Soil Bearing Increase Bearing By Footing Weight Soil Passive Resistance (for Sliding) SoillConcrete Friction Cceff. Increases based on footing Depth Footing base depth below soil surface = Allowable pressure increase per foot of depth = when footing base is below = Increases based on footing plan dimension Allowable pressure increase per foot of depth = when maximum length or width is greater thar= Z - $ l� ' ; �&p� � . a- 2 u4 eart . ., - . �pp� � . i � ��-�-�--�-x----,� >� ' �II� � - - �- D Lr L 0.40 0.0 1.80 0.0 0.0 0.0 _ 0.0 0.0 0.0 0.0 0.0 0.0 _ _ 0.0 0.0 O.Q 0.0 0.0 0.0 2.0 ksf No 250.0 pcf 0.30 0.0 ft 0.0 ksf 0.0 ft 0.0 ksf 0.0 ft .INIIIu�lllll INI�IIN x x 7�.� -S' £ 9VIII�11111 s% �.� � 'i£ IIIIIII____�_I��V IIII `" IIIW� � ` , � � = �_III�III=11111 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o o.o 0.0 0.0 0.0 0.0 k 0.0 0.0 ksf _ 0.0 0.0 k-ft 0.0 0.0 k-ft 0.0 0.0 k 0.0 0.0 k G@tt@I'a� FOOtIt►g ------- --- Rle=c:lUserslwade�One�nvewwtfan-iwuutuu-��caics.eco ENERCALC, INC.1983-2(115, Buik1:6.15.t2.9, Ver.6.15.12.9 Description : Footing at Floor Joist Beam in crawlspace DESIGN SUMMARY _ � ' � Min. Ratio ftem Applied Capacity Goveming Load Combination PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS 0.4889 nla n/a n/a 0.04005 0.04005 0.04005 0.04005 nla 0.0 n/a nla n/a Detailed Resulis Soil Bearing Overtuming - X-X Overtuming - Z-Z Uplift Z Flexure (+X) Z Flexure (-X) X Flexure {+Z) X Flexure (-� 1-way Shear (+X) 1-way Shear (-� 1-way Shear (+Z) 1-way Shear (-Z) 2-way Punching 0.9778 ksf 0.0 k-ft 0.0 k-ft 0.0 k 0.420 k-ft 0.420 k-ft 0.420 k-fit 0.420 k-ft 0.0 psi 0.0 psi 0.0 psi 0.0 psi 7.778 psi 2.0 ksf 0.0 k-ft 0.0 k-ft 0.0 k 10.486 k-ft 10.486 k-ft 10.486 k-ft 10.486 k-ft 82.158 psi 0.0 psi 82.158 psi 82.158 psi 82.158 psi +D+L+H about Z-Z axis Plo Overtuming INo Overtuming No Uplift +1.20D+0.50Lr+1.60L+1.60H +1.20D+0.50Lr+1.60L+1.60H +1.20D+0.50Lr+1.60L+1.60H +1.20D+0.50Lr+1.60L+1.60H �la �la m/a n/a +1.20D+0.50Lr+1.60L+1.60H Soil Bearing - - - Rotation Axis & Actual Soil Bearing Stress Actual 1 Allowable Load Combination... Gross Allowable Xecc Zecc Bottom, -Z Top, +Z Left, -X Right, +X Ratio X-X. +D+H 2.0 Na 0.0 0.1778 0.1778 n/a n/a 0.089 X-X, +D+�+H 2.0 nla 0.0 0.9778 0.9778 n/a n/a 0.489 X-X, +D+Lr+H 2.0 nla 0.0 0.1778 0.1778 n/a nla 0.089 X-X, +D+S+FI 2.0 n/a 0.0 0.1778 0.1778 n/a n/a 0.089 X-X, +D+0.750Lr+0.750L+H 2.0 n/a 0.0 0.7778 0.7778 n/a n/a 0.389 X-X, +D+0.750L+0.750S+H 2.0 n/a 0.0 0.7778 0.7778 n/a n/a 0.389 X-X, +D+O.60W+H 2.0 n/a 0.0 0.1778 0.1778 n/a n/a 0.089 X-X, +D+0.70E�+�1 2.0 n/a 0.0 0.1778 0.1778 n/a n/a 0.089 X-X, +D+0.750Lr+0.750L+0.450W+H 2.0 n/a 0.0 0.7778 0.7778 n/a nla 0,389 X-X. +D+0.750L+0.750S+0.450W+H 2.0 n/a 0.0 0.7778 0.7778 nla n/a 0.389 X-X. +D+0.750L-�.750S+0.5250E+H 2.0 n/a 0.0 0.7778 0.7778 nla n/a 0.389 X-X, +0.60D+0.60W�0.60H 2.0 n(a 0.0 0.1067 0.1067 nla n/a 0.053 X-X, +0.60D+0.70E+O.60H 2.0 n/a 0.0 0.1067 0.1067 n/a n/a 0.053 Z-Z, +D+H 2.0 0.0 n/a nla n/a 0.1778 0.1778 0.089 Z-Z, +D+L+H 2.0 0.0 nla nla n/a 0.9778 0.9778 0.489 Z-Z, +D+Lr+H 2.0 0.0 nla n/a nla 0.1778 0.1778 0.089 Z_Z, +p+S+H 2.0 0.0 nla n/a n/a 0.1778 0.1778 0.089 Z-Z, +D+0.750Lr+0.750L+H 2.0 0.0 n/a n/a n/a 0.7778 0.7778 0.389 Z-Z, +D+0.750L+0.750S+H 2.0 0.0 n/a n/a n/a 0.7778 0.7778 0.389 Z-Z, +D+0.60W+H 2.0 0.0 n!a n/a n/a 0.1778 Q.1778 0.089 Z-Z, +D+0.70E+H 2.0 0.0 n/a n/a Na 0.1778 0.1778 0.089 Z-Z, +D+0.750Lr+0.750L+0.450W+H 2.0 0.0 n/a n/a n/a O.T178 0.7778 0.389 Z-Z, +D+0.750L+0.750S+0.450W+H 2.0 0.0 n!a n/a n/a 0.7778 0.7778 0.389 Z-Z, +D+0.750L+0.750S+0.5250E+H 2.0 0.0 nla n/a n/a 0.7778 0.7778 0.389 Z-Z, +0.60D+0.60W+0.60H 2.0 0.0 nla n/a nla 0.1067 0.1067 0.053 Z-Z. +O.60D+0.70E-F0.60H 2.0 0.0 nla n/a nla 0.1067 0.1067 0.053 Overturning Stahility Rotation Axis 8� Load Combination... _ Overturning Moment ___ __ Resisting Moment _ Stability Ratio Status Footing Has NO Overtuming Footing Flexure _ _ _ _ __ Flexure /U�is 8 Load Combination Mu Which Tension � k fC Side ? Bot or Top ? As Req'd Gvm. As in"2 in^2 X-X. +1.40D+1.60H 0.070 +Z Bottom 0.2592 Min Tema % X-X. +1.40D+1.60H 0.070 -Z Bottom 0.2592 Min Temp % X-X, +1.20D+0.50Lr+1.60L+1.60H 0.420 +Z Bottom 0.2592 Min Temo % X-X. +1.20D+0.50Lr+1.60L+1.60H 0.420 -Z Bottom 0.2592 Min Temo % X-X. +1.20D+1.60L+0.50S+1.60H 0.420 +Z Bottom 0.2592 Min Temp % Actual As Ph� Mn in"2 k-ft 0.2667 10.486 �.2667 10.486 0.2667 10.486 02667 10.486 0.2667 10.486 Status OK OK OK OK OK General Footing DeSCription : Footing at Fioor Joist Beam in aawispace X-X, +1.20D+1.60L-►0.50S+1.60H 0.420 File = c:lUserslw�elOneDriveV+WB201—tIDOD8A2—llcalcs.ec6 ENERCALC, INC.19$32015, Buiki:6.t5.t2.9, Ver.6.15.12.9 -Z Bottom 0.2592 Min Temu % 0.2667 10.486 OK C7@11eC1� FOO�Iii � Flle=c:lUserslwadelOneDrivelAWB201-11DOD8A2-ticalcs.ec6 g ENERCALC, INC.1983-2i1t5, Buildfi.i5.12.9, Ver.6.15.t2.9 t.i�. f. - Description : Footing at Floor Joist Beam in crawispace Footing Flexure flexure Axis & Load Combination Mu Which Tension @ As Req'd k-ft Side ? Bot or Too ? in^2 X-X, +1.20D+1.60Lr+0.50L+1.60H X-X, +1.20D+1.60Lr+0.50L+1.60H X-X, +1.20D+1.60Lr+0.50W+1.60H X-X. +1.20D+1.60Lr+0.50W+1.60H X-X. +1.20D+0.50L+1.60S+1.60H X-X. +1.20D+0,50L+1.60S+1.60H X-X, +1.20D+1.60S+0.50W+1.60H X-X, +1.20D+1.60S+0.50W+1.60H X-X, +1.20D+0.50Lr+0.50L+W+1.60H X-X, +1.20D+0.50Lr+0.50L+�1+1.60H X-X, +1.20D+0.50L+0.50S+W+1.60H X-X, +1.20D+0.50L+0.50S+W+1,60H X-X. +1.20D+0.50L+0.20S+E+1.60H X-X. +1.20D+0.50L+0.20S+E+1.60H X-X, +0.90D+W+0.90H X-X, +0.90D+W+0.90H X-X, +0.90D+E+0.90H X-X, +0.90D+E+0.90H Z-Z, +1.40D+1.60H Z_Z, +1.40D+1.60H Z-Z. +1.20D+0.50Lr+1.60L+1.60H Z-Z. +1.20D+0.50Lr+1.60L+1.60H Z-Z, +1.20D+1.60L+0,50S+1.60H Z-Z, +1.20D+1.60L+0.50S+1.60H Z-Z, +1.20D+1.60Lr+0.50L+1.60H Z-Z, +1.20D+1.60Lr+0,50L+1.60H Z-Z, +1.20D+1.60Lr+0.50W+1.60H Z-Z, +1.20D+1.60Lr+0.50W+1.60H Z-Z. +1.20D+0.50L+1.60S+1.60H Z-Z. +1.20D+0.50L+1.60S+1.60H Z-Z, +1.20D+1.60S+0.50W+1.60H Z-Z, +1.20D+1.60S+0.50W+1.60H Z-Z, +1.20D+0.50Lr+0.50L+W+1.60H Z-Z, +1.20D+0.50Lr+0.50L+W+1.60H Z-Z, +1.20D+0.50L+0.50S+W+1,60H Z-Z, +1.20D+0.50L+0.50S+W+1.60H Z-Z, +1.20D+0.50L+0.20S+E+1,60H Z-Z, +1.20D+0.50L+0.20S+E+1.60H Z-Z, +0.90D+W+p.gOH Z-Z, +0.90D+W+0.90H Z-Z, +0.90D+E+0.90H Z-Z, +0.90D+E+0.90H One Way Shear Load Combination... +1.40D+1.60H +1. 20 D+O. 50 L r+1.60 L+1. 60 H +1.20D+1.60L+0.50S+1,60H +1.20D+1.60Lr+0.50L+1.60H +1.20 D+1. 60 Lr+0.50 W+1.60 H +1.20 D+O. 50 L+1.60 S+1.60 H +1.20D+1.60S+0.50W+1.60H +1.20D+0.50Lr+0.50L+W+1.60H +1.20D+0.50L+0.50S+W+1.60H +1.20 D+0.50 L+0.20 S+E+1.60 H +0.90D+W+p.gOH +0.90D+E+0.90H Punchina Shear 0.1725 0.1725 0.060 0.060 0.1725 0.1725 0.060 0.060 0.1725 0.1725 0,1725 0.1725 0.1725 0.1725 0.0450 0.0450 0.0450 0.0450 0.070 0.070 0.420 0.420 0.420 0.420 0.1725 0.1725 0,060 0.060 0.1725 0.1725 0.060 0.060 0.1725 0.1725 0.1725 0.1725 0.1725 0.1725 0,0450 0.0450 0.0450 0.0450 Vu (�D -X 0 qSl 0 qSl 0 osi 0 psi 0 pSi 0 osi 0 psi 0 osi 0 psi 0 osi 0 qSl 0 qsi +Z -Z +Z -Z +Z -Z +Z -Z +Z -Z +Z -Z +Z -Z +Z -Z +Z -Z -X +X -X +X -X +X -X +X -X +X -X +X -X +X -X +X -X +X -X +X -X +X -X +X Vu @ +X Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom 0 pSl 0 pSl 0 osi 0 osi 0 psi 0 psi 0 qSl 0 osi 0 qsi 0 psi 0 pSl 0 osi Vu (D_ -Z 0.2592 0,2592 0.2592 0.2592 0.2592 0.2592 0,2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 � pSl � qSl 0 pSi 0 asi 0 pSi 0 pSl 0 pSl 0 �si 0 qSl 0 psi 0 pSi 0 osi Gvrn. As in^2 Min Temp °/o Min Temp % Min Tem� % Min Temo °/a Min Temq % Min Temp % Min Temn % Min Temp % Min Temp % Min Temq % Min Temp % Min Temp % Min Temp °/a Min Temp % Min Temo °/a Min Tema % Min Temp °/a Min Temp % Min Temo % Min Temq % Min Temp % Min Temo % Min Temp % Min Tem� % Min Temo % Min Temq % Min Temo % Min Temp °10 Min Temo % Min Temq % Min Temp % Min Temp % Min Temp % Min Temp % Min Temp % Min Temp % Min Tem� % Min Temp % Min Temq % Min Temp % Min Temo °/a Min Temp % Vu @ +Z Vu:Max � pSl Q pSl 0 qSl 0 osi 0 osi 0 pSl � pSl O DSI 0 DSI 0 pSi � pSl 0 asi Actual As in^2 0.2667 0,2667 0.2667 0.2667 0.2667 0.2667 0.2667 0.2667 0.2667 0.2667 0.2667 0.2667 0.2667 0.2667 0.2667 0.2667 0.2667 0.2667 0.2667 0.2667 0.2667 0.2667 0.2667 0.2667 0.2667 0.2667 0,2667 0.2667 0.2667 0.2667 0.2667 0.2667 0.2667 0.2667 0.2667 0.2667 0.2667 0.2667 0.2667 0.2667 0.2667 0.2667 � DSI � pS� 0 qSl 0 �si 0 psi 0 oSi � pSl 0 qSl � pSl 0 psi � pSl 0 osi Phi*Mn k-ft 10.486 10.486 10,486 10.486 10.486 10.486 10.486 10.486 10.486 10.486 10.486 10.486 10.486 10.486 10.486 10.486 10.486 10.486 10.486 10.486 10.486 10.486 10.486 10.486 10.486 10.486 10.486 10.486 10.486 10.486 10.486 10.486 10.486 10.486 10.486 10.486 10.486 10.486 10.486 10.486 10.486 10.486 Phi Vn Vu 1 Phi*Vn 82.158 psi 0 82.158 osi 0 82.158 osi 0 82.158 psi 0 82.158 osi 0 82.158 qsi 0 82.158 qsi 0 82.158 qsi 0 82.158 psi 0 82.158 osi 0 82.158 osi 0 82.158 osi 0 All units Status OK OK OK OK OK OK OK OK OK OK OK OK Load Combination... Vu Phi'Vn Vu ! Phi*Vn Status +1.40D+1.60H 1.296 asi 164.317nsi 0.007889 OK +1.20D+0.50Lr+1.60L+1.60H 7.778 osi 164.317�si 0.04733 OK +1.20D+1.60L+0.50S+1.60H 7.778 psi 164.317�si 0.04733 OK General Footin F�e=G�u�����o���,�ws�o,-,►�o�-,��a.�s g ENERCALC, ING.1983-2015, Build:6.15.12.9, Ver.6.15.92.9 Description : Footing at Fioor Joist Beam in crawispace Punching Shear Load Combination... Vu +1.20D+1.60Lr+0.50L+1.60H +1.20D+1.60Lr+0.50W+1.60H +1.20D+0.50L+1.60S+1.60H +1.20D+1.60S+0.50W+1.60H +1.20D+0.50Lr+0.50L+W+1.60H +1.20D+0.50L+0.50S+W+1.60H +1.20D+0.50L+0.20S+E+1.60H +0.90D+W+0.90H +0.90D+E+4.90H 3.194 nsi 1.111 psi 3.194 qsi 1.111 osi 3.1�1 osi 3.194 psi 3.194 osi 0.8333 osi 0.8333 psi Phi*Vn 164.317qsi 164.317�si 164.317psi 164.317psi 164,317 qsi 164.317psi 964.317 psi 164.317osi 164.317psi Vu / Phi`Yn 0.01944 0.006762 0.01944 0.006762 0.01944 0.01944 0.01944 0.005072 0.005072 All units k Status OK OK OK OK OK OK OK OK OK General Footing Description : Footing at Deck Code References Calculations per ACI 318-11, IBC 2012, CBC 2013, ASCE 7-10 Load Combinations Used : ASCE 7-10 General Information Material Properties fc : Concrete 28 day strength = 3�0 ksi fy : Rebar Yield = 60.0 ksi Ec : Concrete Elastic Modulus = 3,122.0 ksi Concrete Density = 145.0 pcf cp Values Flexure - 0.90 Shear = 0.750 Analysis Settings Min Steel % Bending Reinf. _ Min Allow % Temp Reinf. = 0.00180 Min. Overtuming Safety Factor = 1.0 :1 Min. Sliding Safety Factor = 1.0 :1 Add Ftg Wt for Soil Pressure . No Use f�q wt for stability, moments & shears . No Add Pedestal Wt for Soil Pressure . No Use Pedest2l wt for stabil'�y, mom & shear , NO Dimensions Width parallel to X-X Axis = 1.50 ft Length parallel to Z-Z Axis = 1.50 ft Footing Thicknes = 12.0 in Pedestal dimensions... px : parallel to X-X Axis = 0.0 in pz : parallel to Z-Z Anis - 0.0 in Height - 0.0 in Rebar Centerline to Edge of Conaete... at Bottom of footing = 3.0 in Reinforcing Bars parallel to X-X Axis Number of Bars - Reinforcing Bar Size = Bars parallel to Z-Z Axis Number of Bars = Reinforcing Bar Siu = 2.� # 4 2.0 # 4 Bandwidth Distribution Check (ACi 15.4.4.2) Direction Requiring Closer Separation n/a # Bars required within zone n/a # Bars required on each side of zone n/a A�olied Loads P : Column Load OB ; Overburden M-xx M-zz V-x V-z D 0.160 0.0 0.0 0.0 0.0 0.0 R INC. Soil Design Values Allowable Soil Bearing Increase Bearing By Footing Weight Soil Passive Resistance (for Sliding) Soil/Concrete Friction Coeff. Increases based on #oo6ng Depth Footing base depth berow soil surface = Allowable pressure increase per foot of depth = when footing base is below = Increases based on footing plan dimension Allowable pressure increase per foot of depth = when maximum length or width is greater thar = Z C , , . � , � .- k� �Y S r r� Yc � 3 f...} f �. . I : t � : t _ '� : y` r z. ss ears � .! - , `, . . Y_'�...Y--x�-�-'T' - Y _ ' � .� � � i �.== - � Lr 0.0 0.0 0.0 o.a 0.0 0.0 W 0.0 0.0 0.0 o.o 0.0 0.0 &uld:6.15.t2.9, Ver:6.15.12.9 2.0 ksf No 250.0 pcf 0.30 0.0 ft 0.0 ksf 0.0 ft 0.0 ksf 0.0 ft t f � Y Y i Y S S'` II -�fll , , � �III I� - Yr � - 1 ��'9+n � 1, d -, �. �' i f ! ., I . ! f ' Y �r�irr�Wu-wF t � : , �. � �. �uy �. _ �-����«:: �E' � -.;lf!!I H 0.0 k 0.0 ksf 0.0 k-ft 0.0 k-ft 0.0 k 0.0 k General Footing Description : Footing at Deck File ENERCALC, iNC.198�2015, Buik1:6.15.12.9, Ver.6.15.129 DESIGN StIMMARY � - . s Min. Ra6o Rem Applied Capacityr Goveming Load Combinadon PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS o.�sas n/a nla nla 0.01373 0.01373 0.01373 0.01373 n/a 0.0 n/a n/a n/a Detailed Resul#s Soil Bearing Overtuming - X-X Overtuming - Z-Z Uplift Z Flexure (+� Z Flexure (-X) X Flexure {+� X Flexure (-Z) 1-way Shear (+X) 1-way Shear (-X) 1-way Shear (+� 1-way Shear (-� 2-way Punching 0.3378 ksf 0.0 k-ft 0.0 k-ft 0.0 k 0.1440 k-ft 0.1440 k-ft 0.1440 k-ft 0.1440 k-ft 0.0 psi 0.0 psi 0.0 psi 0.0 psi 2.667 psi 2.0 ksf 0.0 k-ft 0.0 k-ft 0.0 k 10.486 k-ft 10.486 k-ft 10.486 k-ft 10.486 k-ft 82.158 psi 0.0 psi 82.158 psi 82.158 psi 82.158 psi +D+L+H about Z-Z axis No Overtuming No Overtuming No Uplift +1.20D+0.50Lr+1.60L+1.60H +1.20D+0.50Lr+1.60L+1.60H +1. 20 D+0 .50 Lr+1.60 L+1.60 H +1.20D+0.50Lr+1.60L+1.60H nla n/a n/a n/a +1.20D+0.50Lr+1.60L+1.60H Soil Bearing Rotation /�is & Actual Soil Bearing Stress Actual I Allowable Load Combination... Gross Allovrable Xecc Zecc Bottom, -Z Top, +Z Left, -X Right, +X Ratio X-X, +D+H 2.0 n/a 0.0 0.07111 0.07111 n/a n/a 0.036 X-X, +D+L+H 2.0 n/a 0.0 0.3378 0.3378 n/a n/a 0.169 X-X. +D+Lr+H 2.0 n/a 0.0 0.07111 0.07119 n/a n/a 0.036 X-X, +D+S+H 2.0 Na 0.0 0.07111 0.07111 n!a n/a 0.036 X-X. +D+0.750Lr+0.750L+H 2.0 n/a 0.0 0.2711 0.2711 n/a Na 0.136 X-X, +D+0.750L+0.750S+N 2.0 n/a 0.0 0.2711 0.2711 n/a nla 0.136 X-X, +D+0.60W+H 2.0 n/a 0.0 0.07111 0.07111 n/a n/a 0.036 X-X, +D+0.70E+H 2.0 n/a 0.0 0.07111 0.07111 n/a n/a 0.036 X-X, +D+0.750Lr+0.750L+0.450W+H 2.0 n/a 0.0 0.2711 0.2711 n/a n/a 0.136 X-X. +D+0.750L�+0.750S+U.450W+H 2.0 n/a 0.0 0.2711 0.2711 n/a n/a 0.136 X-X. +D+0.750L+0.750S+U.5250E+H 2.0 Na 0.0 0.2711 0.2711 nla nla 0.136 X-X. +O.60D+0.60W+O.SOH 2.0 Na 0.0 0.04267 0.0426� n/a n!a 0.021 X-X, +0.60D+0.70E+O.60H 2.0 nla 0.0 0.04267 0.04267 n/a n/a 0.021 Z-Z, +D+H 2.0 0.0 n/a n/a n/a 0.07111 0.07111 0.036 Z-Z, +D+L++i 2.0 0.0 n/a n/a n/a 0.3378 0.3378 0.169 Z-Z, +D+Lr+H 2.0 0.0 n/a n/a n!a 0.07111 0.07111 0.036 Z-Z, +D+S+H 2.0 0.0 nla n/a n/a 0.07111 0.07111 0.036 Z-Z. +D+0.750Lr+0.750L+H 2.0 0.0 n/a n/a n/a 0.2711 0.2711 0.136 Z-Z. +D+0.750L+0.750S+H 2.0 0.0 n/a n/a n/a 0.2711 0.2711 0.136 Z-Z, +D+0.60W+H 2.0 0.0 n/a n/a nla 0.07111 0.07111 0.036 Z-Z, +D+0.70E+H 2.0 0.0 n/a n/a n/a 0.07111 0.07111 0.036 Z-Z, +D+0.750(1+0.750L+0.450W+H 2.0 0.0 nla n/a n/a 0.2711 0.2711 0.136 Z-Z, +D+0.750L+0.750S+0.450W+H 2.0 0.0 n/a n/a n/a 0.2711 0.2711 0.136 Z-Z, +D+0.7501+0.750S�0.5250E+H 2.0 0.0 n/a n/a n/a 0.2711 0.2711 0.136 Z-Z, +0.60D+0.60W+4.60H 2.0 0.0 n!a nla n/a 0.04267 0.04267 0.021 Z-Z, +0.60D+0.70E+0.60H 2.0 0.0 n/a n/a n/a 0.04267 0.04267 0.021 Overtuming Stability Rotation Axis & -- -------------- -- Load Combination... Overturning Moment Resisting Moment Stability Ratio Status Footing Has NO Overtuming Footing Flexure Flexure Axis 8 Load Combination X-X, +1.40D+1.60H X-X, +1.40D+1.60H X-X, +1.20D+0.50Lr+1.60L+1,60H X-X, +1.20D+0.50Lr+1.60L+1.60H X-X, +1.20D+1.60L+0.50S+1.60H Mu Which Tension � As Req'd k-fl Side ? Bot or Top ? in"2 0.028U +Z Bottom 0.2592 0.0280 -Z Bottom 0.2592 0.1440 +Z Bottom 0.2592 0.1440 -Z Bottom 0.2592 0.1440 +Z Bottom 0.2592 Gvm.As in"2 Min Temo % Min Temp % Min Temn °/o Min Temq % Min Temo % Actual As Ph� Mn in^2 k-ft 0.2667 10.486 0.26fi7 10.486 0.2667 10.486 0.2667 10.486 0.2667 10.486 Status OK OK OK OK OK General Fovting Description : Footing at Deck X-X, +1.20D+1.60L+0.50S+1.60H 0.1440 -Z Bottom 0.2592 Min Temo % ENERCALC, INC. 0.2667 Suild:6.1�6.15.12.9 10.486 OK General Footing Description : Footing at Deck Footing Flexure Flexure /Ucis 8 Load Combination X-X. +1.20D+1.60Lr+0.50L+1.60N X-X, +1.20D+1.60Lr+0.50L+1.60H X-X, +1.20D+1.60Lr+0.50W+1.60H X-X, +1.20D+1.60Lr+0.50W+1.60H X-X. +1.20D+0.50L+1.60S+1.60H X-X, +1.20D+0.50L+1.60S+1.60H X-X, +1.20D+1.60S+0.50W+1.60H X-X, +1.20D+1,60S+0.50W+1.60H X-X, +1.20D+0.50Lr+0.50L+W+1.60H X-X. +1.20D+0.50Lr+0.50L+W+1.60H X-X, +1.20D+0.50L+0.50S+W+1.60H X-X, +1.20D+0.50L+0.50S+W+1.60H X-X, +1.20D+4.50L+0.20S+E+1,60H X-X, +1.20D+0.50L+0.20S+E+1.60H X-X. +0.90D+W+0.90H X-X, +0.90D+W+O,gOH X-X, +0.90D+E+0.90H X-X, +0.90D+E+0.90H Z-Z, +1.40D+1.60H Z-Z, +1,40D+1.60H Z-Z, +1.20D+0.50Lr+1.60L+1.60H Z-Z, +1.20D+0.50Lr+1.60L+1.60H Z-Z, +1.20D+1.60L+0.50S+1.60H Z-Z, +1.20D+1.60L+0.50S+1.60H Z-Z, +1.20D+1.60Lr+0.50L+1.60H Z_Z, +1.20D+1.60Lr+0.50L+1.60H Z-Z, +1.20D+1.60Lr+0.50W+1.60H Z-Z. +1.20D+1.60Lr+0.50W+1.60H Z-Z. +1.20D+0.50L+1.60S+1.60H Z-Z, +1.20D+0.50L+1.60S+1.60H Z-Z. +1.20D+1.60S+0.50W+1.60H Z-Z, +1.20D+1.60S+0.50W+1.60H Z-Z, +1.20D+0.50Lr+0.50L+W+1.60H Z-Z, +1.20D+0.50Lr+0.50L+W+1.60H Z-Z, +1.20D+0.50L+0.50S+W+1.60H Z-Z, +1.20D+0.50L+0.50S+W+1.60H Z-Z, +1,20D+0.50L+0.20S+E+1.60H Z-Z, +1.20D+0.50L+0.20S+E+1.60H Z-Z, +0.90D+W+0.90H Z-Z, +0.90D+W+0.90H Z-Z, +0.90D+E+0.90H Z-Z, +0.90D+E+0.90H One Way Shear Load Combination... +1.40D+1.60H +1. 20 D+0.50 Lr+1.60 L+1.60 H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60Lr+0.50L+1.60H +1.20D+1.60Lr+0.50W+1.60 H +1.20D+0, 50L+1.60S+1.60H +1.20D+1.60S+0.50W+1.60H +1.20 D+0.50 L r+0.50 L+W+1.60 H +1.20 D+0.50 L+O. 50 S+W+1. 60 H +1.20 D+0.50 L+O. 20 S+E+1.60 H +0.90D+W+0.90H +0.90D+E+0.90H Punchina Shear Mu Which Tension @ As Req'd k-ft Side ? Bot or Top ? in"2 0.06150 0.06150 0.0240 0.0240 0.06150 0.06150 0.0240 0.0240 0.06150 0.06150 0.06150 0.06150 0.06150 0.06150 0.0180 0.0180 0.0180 0.0180 0.0280 0.0280 0.1440 0.1440 0.1440 0.1440 0.06150 0.06150 0.0240 0.0240 0.06150 0.06150 0.0240 0.0240 0.06150 0.06150 0.06150 0.06150 0.06150 0.06150 0.0180 0.0180 0.0180 0.0180 Vu (a� •X 0 DSI � pSl 0 psi 0 osi 0 osi 0 psi � DS1 0 qSi 0 qSl 0 psi 0 qSl 0 nsi +Z -Z +Z -Z +Z -Z +Z -Z +Z -Z +Z -Z +Z -Z +Z -Z +Z -Z -X +X -X +X -X +X -X +X -X +X -X +X -X +X -X +X -X +X -X +X -X +X -X +X Vu @ +X Bottom Bottom Bottom 8ottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom 8ottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom 0 qSl 0 pSl 0 osi 0 psi 0 asi 0 psi 4 qSt 0 osi 0 qSl 0 Dsi 0 psi 0 nsi 0.2592 0.2592 0.2592 0.2592 0.2592 0,2592 0.2592 0,2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0,2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0,2592 0.2592 0.2592 0.2592 0.2592 0,2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0,2592 0.2592 0,2592 0.2592 0.2592 Gvrn. As in"2 Min Temo % Min Temp °/a Min Temp % Min Temp qo Min Temp % Min Temo % Min Temq % Min Temp % Min Temp % Min Temp % Min Temp % Min Tem� °/a Min Temp % Min Temp % Min Temp % Min Temp % Min Temo % Min Temq % Min Temq °/a Min Temp % Min Temp % Min Temo % Min Temp % Min Temq % Min Temp % Min Temo °/a Min Temp % Min Temn % Min Temo % Min Temq % Min Temp % Min Temp % Min Temo % Min Temp % Min Temp % Min Temq % Min Temq % Min Temp % Min Temp % Min Temp % Min Temo % Min Tem� % File = Vu (�D -Z Vu na. +Z Vu:Max 0 qsi 0 DSI 0 psi 0 osi 0 qSi 0 psi 0 ASI 0 psi 0 psi 0 psi 0 �si 0 nsi 0 psi 0 DSI 0 psi 0 psi 0 qSl 0 osi O DS1 0 psi 0 osi 0 pSi 0 osi 0 psi INC. Actual As in^2 0.2667 0.2667 0.2667 0.2667 0.2667 0,2667 0.2667 0.2667 0,2667 0,2667 0.2667 0.2667 0.2667 0.2667 0.2667 0.2667 0.2667 0,2667 0.2667 0.2667 0.2667 0.2667 0.2667 0.2667 0.2667 0.2667 0.2667 0.2667 0.2667 0.2667 0.2667 0.2667 0.2667 0.2667 0.2667 0.2667 0.2667 0.2667 0.2667 0.2667 0.2667 0.2667 0 psi 0 osi 0 oSl 0 psr 0 qSi 0 psi 0 pSl 0 �si 0 psi 0 pSl 0 psi 0 psi Build:6.15.12.9, Ver.6.15.12.9 Phi*Mn k-ft 10.486 10.486 10.486 10.486 10.486 10.486 10.486 10.486 10,486 10.486 10.486 10.486 10.486 10.486 10.486 10.486 10.486 10,486 10.486 10.486 10.486 10.486 10.486 10.486 10.486 10.486 10.486 10.486 10.486 10.486 10.486 10.486 10.486 10.486 10.486 10.486 10.486 10.486 10.486 10.486 10.486 9 0.486 Status Phi Vn Vu 1 Phi*Vn Status 82.158 osi 0 OK 82.158 osi 0 OK 82.158 osi 0 OK 82.158 osi 0 OK 82.158 qsi 0 OK 82.158 psi 0 OK 82.158 osi 0 OK 82.158 qsi 0 OK 82,158 �si 0 OK 82.158 psi 0 OK 82.158 qsi 0 OK 82.158 nsi 0 OK All units k Load Combination... Vu Phi*Vn Vu 1 Ph'"Vn Status +1.40D+1.60H 0.5185 qsi 164.317psi 0.003156 OK +1.20D+0.50Lr+1.60L+1.60H 2.667 osi 164.317osi 0.01623 OK +1.20D+1.60L+0.50S+1.60H 2.667 psi 164.317osi 0.01623 OK General Footing Description : Footing at Dedc Shear F�= iNC.19832015. Bui1d:6.15.129. Ver.6.15.i2.9 Afl units k Load Combination... Vu Phi*Vn Vu / Phi"Vn Status +1.20D+1.60Lr+U.50L+1.60H +1.20D+1.60Lr+0.50W+1.60H +1.20D+0.50L+1.60S+1.60H +1.20D+1.60S+0.50W+1.60H +1,20D+0.50Lr+0.50L+W+1.60H +1.20D+0.50L+0.50S+W+1.60H +1.20D+0.50L�U.20S+E+� .60H +0.90D+W+0.90H +0.90D+E+0.90H 1.139 osi 0.4444 osi 1.139 asi 0.4444 osi 1.139 nsi 1.139 osi 1.139 osi 0.3333 asi 0.3333 Qsi 164.317osi 164.317asi 164.317psi 164.317flsi 164.317 psi 164.317nsi 164.317 �si 964.317osi 164.317Dsi 0.006931 0.002705 0.006931 O.Q02705 0.006931 0.006931 0.006931 0.002029 0.002029 OK OK OK OK OK OK OK OK OK City of Tukwila Allan Ekberg, Mayor Public Works Department - Bob Giberson, Director INFORMATIONAL MEMORANDUM TO: Mayor Ekberg FROM: Bob Giberson, Public Works Director : DATE: Joanna Spencer, Public Works Development Engineer September 30, 2016 SUBJECT: Sensitive Area Covenant and Hold Harmless Aqreement Addition to Stolyarchuk Residence ISSUE Accept a Sensitive Area Covenant and Hold Harmless Agreement. Agreement is required prior to final Public Works inspection. Permit No: Site Address: Parcel No.: BACKGROUND D16-0159 15828 51 St Avenue South 1157200072 Owner has applied for necessary permits to develop certain real property. A portion of the Property contains sensitive areas and/or the Property is adjacent to sensitive areas of potential geologic instability (potential slide areas). As a condition of the final Public Works inspection, the Owner is required to execute and record a"Sensitive Area Covenant and Hold Harmless Agreement" to hold the City of Tukwila harmless from all loss incurred as a result of an landslide or seismic activity or soil disturbance. RECOMMENDATION The Mayor is being asked to sign the Sensitive Area Covenant and Hold Harmless Agreement. ATTACHMENTS Sensitive Area Covenant and Hold Harmless Agreement (W:PW Eng/OthedLaurie WeAeMold Hartnless Agreements/Infa Memo SAO Dt6-0159) Return to: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 Grantor/Borrower: 20161107000113 CITY OF TUKWIL AG lS8.00 PAGE-001 OF 011 S1/07/2018 09:36 KING COUNTY, WA Above this line reserved for Recorder's use HOLD HARMLESS - SENSITIVE AREA Grantee/Beneficiary: N/K/LAYAND MARYANA STOL YARCHUK CITY OF TUKWILA, a municipal corporation of King County, Washington Document Reference Number(s): Section/Township/Range: SEC 23, TWP 23N, R 4E. Assessor's Tax Parcel Number(s): 115720-0072 Property Legal Description (abbreviated): BROOKI/ALEGARDEN TRACTS PARCEL B OF TUKW/LA BL4 L06-033 REC #20060725900001 SD BLA BE/NG LOT 7 0F SD PLA T LESS HWY � COVENANT AND HOLD HARMLESS AGREEMENT — Sensitive Area I� � ��-- �� � � � Page f of � � v-- . ' � � r--� �'i�—���.a`7� SENSITIVE AREA COVENANT AND HOLD HARMLESS AGREEMENT This cQvenant and hQid harml�ss agrs�m�nt (ths "Agr�smenY') is �ntsred intQ b�twsen NikQlay and Maryana StQlyar�huk, ("Own�r°), and the �ity Qf Tukwila, a WashingtQn municipal cQrporatiQn (th� "City"). RECITALS WHEREAS, Own�r Qwns and has appli�d fnr necsssary p�rmits tQ develQp c�rtain r�al prQp�rty (th� "Pr�p�rty") legally d�s�ribsd in Exhibit A, which is atta�h�d and in�Qrporated by ref�renc�. WHEREAS, a portiQn of the Pr�p�rty �Qntains s�nsitiv� ar�as Qf classifi�d p�t�ntial geQlQgic instability as depictsd in Exhibit B, which is atta�h�d and in��rpQrated by r�f�r�nc�. WHEREAS, as a c�ndition Qf the issuan�s Qf �Qnstru�tiQn p�rmits fQr the PrQp�rty, the appli�atiQn fQr which is attached h�ret4 as Exhibit C(th� "Pr�j��t"), th� City reguired th� Owner tQ sxe�ute and r���rd this "Ssnsitivs Ar�a CQvsnant and HQId Harmless Agreem�nY' tQ hQld the City Qf Tukwila harml�ss frQm all IQss in�urr�d as a r�sult Qf any fandslide, seismic a�tivity, Qr sQil disturban��. WHEREAS, Owner assumsd this QbligatiQn in ord�r tQ Qbtain said subdivisiQn plat apprQval, land uss permits, and/Qr �QnstructiQn p�rmits fQr the PrQperty. WHEREAS, the parties agr�e that thi� Agrs�ment �Qnstitutes an arms-I�ngth, bargain�d-fQr agreQm�nt, whi�h in�ludes a waiv�r of liability that runs with th� land fQr risks cr�at�d by the prQpQs�d use Qf the PrQp�rty b��ause Qf the shape, compQsitiQn, IocatiQn Qr Qther �hara�t�ristic unigue tQ the Property sQught tQ b� develQped. NOW, THEREFORE, the parti�s agr�e as follQws: A�REEMENT 1. In �QnsideratiQn Qf the City issuing subdivisiQn plat apprQval and/Qr Qther development permits, which cQnstitutss goQd and valuable cQnsideration, the receipt Qf which and the suffi�iency Qf which the Ownsr h�reby acknQwl�dges, the Own�r shall def�nd, indemnify, and hQld the City, its Qfficsrs, Qfficials, emplQyess, agents, and assigns harmless frQm any and all claims, injuries, damag�s, IQss�s, Qr suits, wh�th�r brQught by Owner Qr third parti�s, in�luding all legal �Qsts and r�asQnable attQrn�y fe�s, arising Qut Qf Qr in cQnnectiQn with any injuries Qr damages t� p�rsQns or prQperty caus�d in whole or in part by any landslide Qr seismic activity or sQil disturban�s Qn ths PrQperty, legally described in Exhibit A, which is attached and incQrpQrat�d by refer�n�e heretQ, prQvided that Owner shall nQt be liabl� for any claims, injuries, damages, IQsses, or suits (including legal c�sts and reasQnable attQrnsy fees), arising Qut of Qr in connectiQn with any injuries Qr damages to persQns Qr prQperty caused in whQle Qr in part by any landslid� Qr seismic 2uF�i activity Qr sQil disturban�� Qn the PrQperty that may result frQm th� sole negligence Qf the City. 2. Own�r, Qn its Qwn behalf and Qn b�half Qf its h�irs, suc��ssQrs and assigns hsrsby waiv�s any right t4 ass�rt any �laim against th� City, its Qffi��rs, Qfficials, �mplQy�es, ag�nts, and assigns fQr any IQss Qr damage tQ psQpl� �r prop�rty �ither Qn or Qff th� PrQp�rty r�sulting frQm any landslids Qr ssismic a�tivity Qr sQil disturbanc� by r�asQn Qf Qr arising Qut Qf th� issuan�� Qf th� psrmit(s) by th� City fQr th� PrQje�t, prQvided that Ownsr dQ�s nQt waive any rights tQ assert a�laim fQr IQss�s, damagss, Qr injuriss against th� City, its Qfficers, Qffi�ials, emplQysss, ag�nts, and assigns fQr any IQss Qr damag� that may r�sult fr�m ths s41� n�glig�n�� Qf th� City. 3. Own�r will infQrm its su�c�ssQrs and assigns that the PrQp�rty is in an ar�a �af pQt�ntial geQlQgi� instability, Qf any knQwn risks asso�iat�d with dev�IQpm�nt ther�Qn, Qf any knQwn c�nditiQns �r prQhibitiQns �n dev�IQpment impQs�d by th� City Qf Tukwila, and of any f�aturss in this design which will rsguirs maintenance Qr mQdificatiQn. 4. Qwner, on behalf of Qwner and 4wner's heirs, successors and assigns, agrees to further inform all subsequent heirs, successors and assigns of the advisability of obtaining insurance in addition to standard homeowner's insurance to specifically cover the risks, if any, posed by the proposed development in an area of potential geologic instability including without limitation those risks described above. 5. Th� City's inspection �r ac��ptan�� Qf any of the Own�r's cQnstru�tiQn Qr Qth�r wQrk �ither during cQnstructiQn Qr wh�n �Qmplstsd shall nQt b� grQunds tQ avoid any Qf these cQvenants. 6. FQr avQidance Qf dQubt, this Agreemsnt shall nQt apply tQ any wQrk p�rfQrmed (sither by the City Qr any third party) that is Qutsids Qf ths PrQp�rty bQundary, which includes work perform�d at neighbQring prQp�rti�s Qr in the right Qf way. 7. This cQvsnant and hQld harmless agrsement shall be a�Qvenant running with the land and the rights and QbligatiQns �Qntained h�r�in shall run with and burd�n the PrQperty, including sach parcel cQmprising the PrQperty and shall inure tQ the benefit Qf and be binding up�n the Owner and the City, their suc�sssQrs and assigns. 3 oi= t � DATED this ��� GRANTOR(s): � GRANTOR(s): � GRANTOR(s): individual(s) STATE OF WASHINGTON COUNTY OF KING day of � ��a2—, 20 ��-1� ss. � On this .��7y� day of ���� �', 20�, before me a Notary Public in a d for the State of Washington, personally appeared Ct+� �c�1�� 1�v� a r�l��c� , , and �'� � ���lu �- �� ��6'�-lt�l , to me known to be the individual(s) that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said individual(s), for the uses and purposes mentioned in this instrument, and on oath stated that he/she/they was /were authorized to execute said instrument. IN WITNESS WHEREOF, I have he , unto set my hand and official seal the day and year first above written. _ , LAURIE A. WERLE NOTARY PUBLIC STATE OF WASHINGTON COMMlSSION EXPIRES MAY 29, 2018 v Name:_�Gl��<'l �-E' �L-C������C' NOTARY PUBLIC, in and for the State of Washington, residing at ���.cl����� I �. My commission expires: G��rd�f �l � Page � of J1 DATED this �U1� day of �G����%^ , 2016. GRANTEE: CITY OF TUKWILA HttesvHutnen�icaieca: '� `'�.J� C Clerk'" STATE OF WASHINGTON County of King Approve As to Form: , � ity Attorney �i"� On this �� day of ��� �-� , 2016, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared Allan Ekberg, known to me to be the Mayor of CTTY OF TUKWILA, the municipal corporation that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said municipal corporation, for the uses and purposes mentioned in this instrument, and on oath stated that he was authorized to execute said instrument. WITNESS my hand and official seal hereto affixed the day and year above written. ``�������\11l����' ���� ��R ��� `�� ����,.��� Nq�p�q '/�/ . � = r_ aT,�,*�t'4'�., Z � :4=�� ��: , � � V M � ti � � �. N �y,,� i046ti`G = 2 f �/��91�.�'�k��� � �,�.�.a9r`aG�O= /���+ld„ W; $,� ►�`,���� �. �`l c� ; �cl YY� 1'�r � � � ��-�''� printname �t�(/�-rtor. Q� M �-;- �' i GLC-��.� NOTARY PUBLIC in a for the State of Washington, residing at '�u�G�l�/Lo.. Page �of ll EXHIBIT A LEGAL DESCRIPTION OF PROPERTY .. THAT POR770N QF TRACT 7 4F BROOKVALE GARDEN TRACTS AS RECORDED 1N VOLUME 1Q OF PLATS, PAGE 47, LYING SOUTN AND WEST OF iHE FOLLOWING DESCRlBED LlNE.- BEGlNNING A T A P01(YT ON THE WEST LINE OF SAID TRACT 7, 170. �0 FEEi NO 4f'2a"E OF TNE SOUTNWESi CORNER 7NEREOF,• 7NENCE IV 89 06'� 1"E 2Q8. 84 FEET,- THENCE S2 26 "32 E 180. 00 FEET TO TNE SOUTH UNE aF SAlO TRA�r 7. COVENANT AND HOLD HARMLESS AGREEMENT — Sensitive Area Page � Of �� 0 � �' `� i �� �: C� C A1 � 1 T 1�/ c EXHIBIT B DEPICTION OF SENSITIVE AREAS n n r n COVENANT AND HOLD HARMLESS AGREEMENT — Sensitive Area Page Z of �� � EXHIBIT C D16-0159 PERMIT APPLICATION �� CITY OF TIIIi yVILA ' `�r � CQii:iillelltf}�Develap;:ter,FDzp.^.Yliiic'li1 � �--� `��- Pttb/ic Works Departtnent �•� Permit Center �` �' • 6300 Soiethcenter Blvd., Staite 100 �'' Tz�kwila, WA 98188 http://www.TukwilaWA.eov Building Permit No. _ Pro�ecYNo r _ Date AppIic?tion AccEp�ed 1 i yi ... Datz Apphcation Expues; , � ' �/ � CONS'�RUCTION PERI�IIT APPLICATION Applicarions and plans must be complete in order to be accepted for plan review. Applications will not be accepted thron� the mail or by fax. �� **Please Print** . .. _ __ . .. . _ S1TE LOCATION GJ � 2�j ���T - _... _.. .., V�:.� ` �(�. King Co Assessor's Tax No.:[�G7�%`%� -C%07,Z, Site Address: V 5��� �s7 �-1'l� �. Suite Number: Tenant Name: �- New Teoant: PROPERTY OWNER Name: I7�� v�'i Z�! �`i�'�i`�"V �� Address: ts� � cb (� j 5-1 GJ City: D� State:! n n., Zip:� I c+ �x�r�- Floor: ❑.....Yes �..No GENERAL CONTRAGTOR INFORMATION Company Name: ,(r� /x Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: TukwiIa Business License No.: COVENANT AND HO�D HARMLESS AGREEMENT - Sensitive Area Page � of �� ; . .. _. _. .... PpT�A,�� �. ��,��il P�,Rt�'��' �tlhy'�R.�i ��'IDi$ —"���5-�33 ��%� , _ , , _ _ _ . ... _ ... . � Scope of VJork (plzase provi3e detailed info,mation): I �'��� ���'��� ��p� �ago �fl� Ti��2S�� PCi�e EQ �u�iie �1'o�is �iiEt��ia #� .o� f�s 2�c �st�*aate�sa�#. Water Iiistrict ❑ ...Tukwila ❑ ... Wa[er District # 125 ❑ .. Highline '� .. Rer.ton ❑ ...tiVater Availabiliiy Provided S-wer Distcict ❑...Takwila D...Val[eyVi�w '�..Renton ❑..Seatile ❑...Se�ce. Use Certificate ❑... Sewer A��ai;zbiliy Provi3ed Sentic SvsEac�: ❑ O�-site Septic System — For on-s:t� szyiic sy�stem, �ro��ide 2 copies ai a ecr�nt sep;ic desi� approved by Ki�� Co�:nty H:.alih DepartneaL �ubmi[�ed soith A��Iiceiidn (nar"e bexps erhi�h aa�Fvl_ ❑...Cic�il Pizns (PJ�[ax_6�aum T1��e� �3z�:— 2:" x 3�") — ❑...Technical Ir,forriatio:� Repo�t (Sio� Btaiaag.) ❑.. GeoEectmictil Report ❑...Tra���c Lmpact Malysis �,.Bond ❑ .. Irsur2nce ❑ .. Elsenent;s) ❑ .. RRaintenznce E,��e�e�_t{s) ❑ ...Hofd Y.a��less — (SAO) ❑ ...Ho13 Harmless — (R01�n Prar,os::ci �cti i�tie� lsr�arlc bozes that a�s�9a•r. ❑...P.igSt-ef-way Use - IQonp:rofit for Iess th�� 72 neurs ❑ ...P.ight-o,`-way Use - No Disturbaace ❑ .._Co:istruction/Excavation/Fill - P.ight-of-way ❑ Noa P,ight-ef H�ay 0 � ...To':al Cut � cubic yzrds ❑ ...Totai Fill �-- cubic yar�s � ❑ ...Sa.,itary S:de Sewe; �(�rl( ❑ ...Cap or Remove Utitities ❑ ...Frcnt�e Improvements ❑ ...Tr�ff,c Contol ❑ ...Bzcl.flow Prevenfion - F:rE Proiect;oz _ Lz-igarion _ DomeMic �daie: �.. Right-�f-r-,�s; Use - Prc. t for I�ss *Sx� 72 iocr; ❑ .. Right-of•a�ay Use — Fotentizl Di;� �rbance ❑ .. Werk ia Flocd Zcne ❑ .. Ston� Ihainaga Q.. Abar.don Sepiic i ank ❑ .. Cu;b Girt ❑ .. Pavene�t Cet ❑ .. Lec�ed Fir� Li�e �...perma.e�t WaterMeterSize... '� ❑ ...Tempo*a*y �✓ater Meter Size.. " Q...Wat�rGalyiVIete; Size............ " D...SewarIviainExtension .............Public ❑ D...Wat�rM�i�ExterWion .............r?u�tic ❑ F1�iAIv'CE IIVFOP �.ATEON Ffre Lin� Si�e a: Pro?erty Line ❑ ... J/ater ❑ ...Se'.�-?_ Mo�thl-� Servi:e Bi!lins to: p72a-!� Pfiailing Ad�ess: F�J�tPi Pe7e?cr Re�nd/Bi;ise: Na:�e ltda:l;ng P.c�c�e:�: m � Jd0 � �FJO � WO# Private ❑ Privzte ❑ ❑ .. Grezse I�t�rceptcr ❑ .. Cha�-u�etization ❑ .. Trench ExavzTicri ❑ .. Utilit;� U�dargoun�?ing �...Beductl'Jai?r?vle.erSize �' Nunoer cf Pu�iic F4 P f l;�G�a�t�s) Q ...Sewag� Trea:,�e. t t1�4 I E�E�tiC��: r;�y Day' .Tele�hoae: City saro zio �,z:e Z;r � (�F !1 .... . . . . � . ... _. . _.. P61"Ff,IDdiQIGF'�,P'�fii IIV���rgA�'ILbP7=2�JCi-�3i-3670 __ .... :... ....... _ _ _ ,... . Valuafion of Project (con��ctor's bid p;ice): $ 1 df�r CY�C�"� Eacistin� Building Valuation: $�Q�I�� i Describe the scope of work (ple2se provide de±ailed inion7ai:on): �j�-]t�cr��d CO ��lGy�i 10-�1 G � VIi11 there be new rack storage? ❑.....Yes �.. No If yes, a sepazate pennit and plan submiCa] will be required. ..:. _ ,.. _ _ . �ruvade All ��si0dieue �'sr��s in �qa��; a �'oo4age.�.&os� rldditioa to Type of Type of Existir,g Construction per Occupzqcy psi E;cistin Int;,rictReinodel Saveture- lvew IBC IBC ! r Floor d�� ��I CGC,P �' �� IZ 2 Floor _ � „ ^ � • � 3` Floo. _ I � � � — Floors thru BasciCicni �� ✓�,�- " �n� I� tl �7 Accessory S�!cture� ^ _ ` � � � Atta�hed cra.�age ..� � — - � Detached Gara3e �o � ��� _ _ �x� -- Aftached Canort — � � � _ ` _� Defached Carorl ` ` � .--• — -- Covered Deck � —' �— ^ �' � — UnCovered Deek _ � I �/ „ _ � � t Y� P�.AI�IFdIIaT� &DYVb�Ifli�i: Single family beilding foo�rint (area of the foundaiion of al! much:res, plus ary decics over 18 ir.ches and overhangs greater than 18 inches) _ 'For an Accessory dwelling, pravide ihe followiag: Lot Area (sq ft): -�! i3'� F1oer area of�rirc;pa] d�°rell?ng:�� F!oor aree of accessoy dweltine: � *Provide documentalion t4at shoLvs t�at the principal o�✓ner li :�es in nne of the dwel:ings as his er her prmary residence. Number ofParking Sta!ls Provi3ed: Standard: Co��.?act: Hsndicap: Will there be a chzr:3e in ese? ❑....... Yes ,�]....... No If "yes", explain: �'IIP� ���'d'lEC& g�IDld1/4uA�E��.��7Us I�''u�? � IE�A 5: ❑....... S2.^:nl;lers ❑.......Au2omafic Fire Alann ❑ .......N�re ❑ .......0�'�er (specify) Will there bz storage or use of fsmmable, co�b�stible or hzzar3ots eiaier:als in the tuild_�g? ❑.......Yzs Cj.......No Ij "yes', attach !is! q`rnai�rialS Q'r1CI SfDi ua2 IC_^GrOtS Oi: G SENki QiB S- i/Z'. x I1 "paper i::clu�i;,g q�:a;uities ar.d �Lfaia-r.'al Sajety D¢ta ShezFs. ��E�� YC ����'�1_'✓3 ❑.......On-site Sepiic Sys:eLt -For cn-site septic systen, provide 2 copi�s ei a curer.t seDtic d�s:� approvad by Kiag County I?eaith �epa�ent. � Q F1 � � � � / , l Value of Constructia;, — In aSl cases, a value of construction amoent should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center ta wmply with current fee schedu(es. Expiration ofPlan Revi�w—Applications for which no permit is issued within 180 days followine thz date of application shall expire by limitation. The Beilding Official may grant one or mo:e extensions of tune for additional periods not exceeding 90 days each. 17:e eartension shal] be requested in �vriting and ju��fiable cau;e demor,;trated. Section 10532Intemaiional Buiiding Code (cun�eni edition). 7 HEREBY CERTIFY THAT I HAVE READ A.T�rD EXAMINED THIS AFPLICATION AI�D KNOW THE SAME TO BE TRUE iJNDER PENALTY OF PER]URY BY THE LAWS OF THE STATE OF WASHIIdGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERt�IIT, BU�L�L�IG Ob1'a\ P. OP .4 '�ED AG—r,`pi�J Signature: � � � � � Date: PrintName:_ ��}.� �T(.C��d�� Dzy iel�phone: ��lJ `� c�j�'.J' —� �I Z N7ai;irg �d3ress: �{ � �.L ��' �� , �-77� � i �,� G'Q �n 2 � _ c�y s�r� 1 UU2016 City of Tukwila Allar� Ekberg, Mayor DepaYtment of Community Development Jack Pace, Director DON ATWOOD 5416 CALIFORNIA AVE SW SEATTLE, WA 98136 RE: Permit Application No. D16-0159 STOLYARCHUK RESIDENCE 15828 S l ST AVE S Dear DON�ATWOOD, In reviewing our current application files, it appears that your permit applied for on 6/16/2016, has raot been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a sta[us of APPROVED and is due to expire on 12/16/2016. If you still plan to pursue your project, you are hereby advised to do one of che following: 1) If the plan review is complete for the project and your application is approved, you ma�y pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request far extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, c --��� Bill Rambo Permit Technician File No: D16-0159 6300 Southcenter Boulevard Suite #100 • Tukwila Washington. 98188 • Phone 206-431-3670 • Fax 206-431-3665 ��RMIT �,aQRD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0159 DATE: 10/19/16 PROJECT NAME: STOKYARCHUK RESIDENCE SITE ADDRESS: 15828 51ST AVE S Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 2 Revision # after Permit Issued DEPARTMENTS: �J P�� Ib�� Building Division � Fire Prevention � Planning Division � Public Works � Structural � Permit Coordinator � PRELIMINARY REVIEW: DaTE: 10/20/16 Not Applicable � � Structural Review Required � (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DaTE: 11/17/16 Approved � Approved with Conditions � Corrections Required � (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied � (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: �D�j�� Plan Checic/Permit Number: D16-0159 ❑ Response to Incomplete Letter # � Response to Correction Letter # � ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: STOKYARCHUK RESIDENCE • Project Address: 15828 S1ST AVE Contact Person: u,cz� Phone Number: �� �.3�� 2712 Cnmmarv nf Ravicinn• ���Y t�F TUKWILA - - � �. , �, Nr• �ER�IitT CENTER � - Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: � ❑ Entered in TRAKiT on C:\Users\Rachelle-R\Deskiop\Revision Submittal Form.doc Revised: Aueust 2015 _� � , $ ` ---r - — - ` r �J�w�LA wqs o z J � a '� �� �0 : 1905 5/1/2018 City of Tukwila Depa�tment of Community Development DON ATWOOD 5416 CALIFORNIA AVE SW SEATTLE, WA 98136 RE: Permit No. D16-0159 STOLYARCHUK RESIDENCE 15828 S1ST AVE S Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time a8er the work has begun for a period of 180 days. Your permit will expire on 6/9/2018. Based on the above, you are hereby advised to: i) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 6/9/2018, your permit will become null and void and any further work on the project wili require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D16-0159 6300 Southcenter Boulevard Suite #100 • Tukwi[a, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Rachelle Ripley From: Sent: To: Subject: Maryana Bilas <maryanabilas@yahoo.com> Monday, September 11, 2017 1:31 PM Rachelle Ripley D16-0159 Stolyarchuk Dear Rachelle, At your earliest convenience please make an extention for permit D16-0159 property address 15828 51st Ave S Tukwila WA 98188 Thank you Maryana Stolyarchuk 206-794-1335 Sent from Yahoo Mail on Android ; Request for Extension # Current Expiration Date: Extension Request: ❑ Approved for days ❑ Denied (provide e�planacion) 1 Signature/Initials -��iy.,� �%%.�Y �j �� � � /�--ol�i 'oG-�,�,�' c�v� jz�.s����-' '�� 2 � �'�.? ,�.�- �G_� � o �1•�.�ct�l.v � S �i� � � 21 � ��/ou��� ����n ,�',�= �'�is ��.���- -- / �„��-�,,�s �L�1� City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director October 11, 2016 DON ATWOOD 5416 CALIFORNIA AVE SW SEATTLE, WA 98136 RE: Correction Letter # 2 DEVELOPMENT Permit Application Number D16-0159 STOLYARCHUK RESIDENCE - 15828 S1ST AVE S Dear DON ATWOOD, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING - C DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size l 1x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previousl� submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the wark, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) l. Previous memo #6 requested ["Provide a window / door schedule. Specify U-Values for exterior door and windows. Complete a glazing schedule found on internet Washington State energy program site, http://www.energy.wsu.edu/BuildingEfficiency/EnergyCode.aspx. Include existing exterior openings in the schedule"] Response indicated schedules are located on sheet #5, however that information did not show up on the sheet. Please provide the requested information. 2. Provide plan set with all sheets stamped and signed by the design professional including expiration date on the stamp. Refer to General Note above. 3. Revision submittal specifies to cloud or highlight areas of revisions including date of revisions. Please cloud or highlight the changes (on the plans). -Note: This permit plan review may not be complete as revised plans may require further corrections. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two 2 sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. 6300 Southcenter Boulevard Suite #100 � Tukwila Washington 98188 � P/zone 206-431-3670 � Fax 206-431-3665 In order to better expedite your resubmittal, a'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted throu�h the mail or bv a messenger service. If you have any questions, I can be reached at (206)433-7165. Sincerely, ���u�' "�ll�� Rachelle Ri le I P Y Permit Technician File No. D16-0159 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 s Pho�2e 206-431-3670 s Fax 206-431-3665 � '�t'OI�.LS �' 1��� -��q z � S/s� �. �, �z�/�.. ��.���5 �/ • �'�-1-.� � 2 ! s>,�ccr- �� � 'GL. !� ��' �L�c> �X157c �7�,/,� l��L�. � � c=L�Xt� �- � ��� E"ii:v._i �� ���._ —� ���zo�,� �0/7 ���-''�- � -�� �� T��ss�/� -. _ __ - G � 1� ��`� �, �f—It—� ts� �uw._P�� . _ �..�. -�o C��t,� I o�..� � �-`7 - O� 3 a • C�'�� � � � Cr �i - - - - -- - - �} -C��!` _'�1���- - - - ---_ — __ __�_ -- — - — ---- --- I � -- ' �� - - -- --�/� ---�-�- � ��- - ----------- ------------ ----- . __. __ _._._ �_ _ _ __ _ ._- - `s�o��----.s�s���- � - - -- -- -- __ . _ _--- ---- -- -- ----- ----- _ _. __ _a , - - - - r --- ----- ----� -- -.. _ _�-z� s �--� Z � - - - - -- -- - . - ---- . _ - — _ _ �-t � - - �-z,�c � v�c �}+-7 _ -- -� -- -- --- - - ---------- - --- ��t,��� -- -1 _�-r � _ - --------- - � ---- -- �� � _ _ .�� ,�aZ��� _�--J - -- G'v __ __ __ __._ - - - -- -- - �- `�� �� ���i�'�-t----� S ��i.,�� _ �- - �-� �� �� � �. �� ��� �� -� �7� 0 �: . Y City of Tukwila Department of Community Development July 29, 2016 DON ATWOOD 5416 CALIFORNIA AVE SW SEATTLE, WA 98136 RE: Correction Letter # l DEVELOPMENT Permit Application Number D16-0159 STOLYARCHUK RESIDENCE - 15828 51 ST AVE S Dear DON ATWOOD, Allan Ekberg, Mayor Jack Pace, Director REECIVED CITY OF TUKWILA SEP 3 0 2016 PERMIT CENTER This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. (GENERAL NOTE) PLAN SUBMITTALS: (1VIin. size 11 x 17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparacion of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the sea]/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the ]icensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. Plan set has a foundation plan sheet S 101 where the plan does not reflect any portion or reference to any portion of the house. Please clarify. 2. Sheet 2 shows what appears to be a new stairway. It is not clear if a portion or that foundation is removed. The detail sheet shows a standard stairway detail which meets code. Please provide more speciiic details for that section of the house for the new scairway and indicate any removal of walls or elements of the building. Clarify if that is a framed wall with existing windows. Clarify on the plan access to the other portion of the basement i.e. removal of wall and dimension the access openings. 3. Where the new foundation attaches to the existing footing and foundation, provide details for the method of seismic attachment, typically epoxy with minimum depth and length of steel bar. 4. Indicate on the roof plan, roof shall be engineered or manufactured trusses. Per Tukwila Municipal Code, all new roofs shall be a minimum 5/12 pitch. Revise roof plans to show minimum 5/12 or more pitch. (TMC 18.50.050 #6) 5. Sheet 5 elevation cut view show key circles with no key reference to the details. Please provide the corresponding details. Also on the same sheet show the existing roof and indicate if any portion �f t���ndbf� jA� shall be removed. V 1 �`V 6. Provide a window / door schedule. Specify U-Values for exterior door and windows. Complet�T��g schedule found on Washington State Energy website, 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 � Phone 20 3 70 x 206-431 6 � http://www.energy.wsu.eduBuildingEfficiency/EnergyCode.aspx. Include existing exterior openings in the schedule. 7. Provide a deck ledger details to include hardware specifications where decks shall be positively anchored to the primary structure. Also provide post and guardrail details. Guardrail shall be sufficient to resist 2001b., lateral force at any point. (IRC R311.5.1 & IBC 1607.8.1.1) 8. Indicate if the basement shall be finished to be a conditioned space. Show provisions for combustion air for the water heater and furnace. Also show crawl space access. 9. The basement foundation plan does not show the additional post consistent with elevations sheet #2. Provide post details and show details for vertical hardware attachment at those corners to resist forces of seismic & wind. Provide details for attaching horizontal corner wall framing around the sitting room. PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questio s regarding these comments. • 1. Show finished floor elevation and label elevation contours on the dra nage plan. Indicate approx. land slope. �/ 2. Since Type C Construction Public Works for site work has a progressi e fee based on the construction cost v please enter the construction cost on the 1 st page of the attached Public Works Bulletin A2. 3. Due to presence of steep slopes on site the property owner shall sign with notary the attached "SENSITIVE AREA COVENANT and HOLD HARMLESS AGREEMENT” to hold the City of Tukwila harmless from all loss incurred as a result of any landslide or seismic activity, or soi] disturbance. 4. Your permit application states that sanitary sewer is provided by City of Renton, which is incorrect. Please let us know if your property is still on septic system or it is connected to sanitary sewer system. Please,address the comments above in an itemized format with applicabie revised plans, specifications, and/or other documentation. The City requires that two 2 sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Correctionshevisions must be made in �erson and will not be acceeted throu�h the mail or b�a messenger service. If you have any questions, I can be reached at (206)433-7165. Sincerely, Rachelle Ripley Permit Technician File No. D16-0159 6300 Southcenter Boulevard Suite #100 • Tukwila Wushington 98188 � Phaie 206-431-3670 � Fax 206-431-3665 � City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director July 29, 2016 DON ATWOOD 5416 CALIFORNIA AVE SW SEATTLE, WA 98136 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D16-0159 STOLYARCHUK RESIDENCE - 15828 S1ST AVE S Dear DON ATWOOD, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on vour drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size I 1x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seaUstamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall c�ntain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. Plan set has a foundation plan sheet S 101 where the plan does not reflect any portion or reference to any portion of the house. Please clarify. 2. Sheet 2 shows what appears to be a new stairway. It is not clear if a portion or that foundation is removed. The detail sheet shows a standard stairway detail which meets code. Please provide more specific details for that section of the house for the new stairway and indicate any removal of walls or elements of the building. Clarify if that is a framed wall with existing windows. Clarify on the plan access to the other portion of the basement i.e. removal of wall and dimension the access openings. 3. Where the new foundation attaches to the existing footing and foundation, provide details for the method of seismic attachment, typically epoxy with minimum depth and length of steel bar. 4. Indicate on the roof plan, roof shall be engineered or manufactured trusses. Per Tukwila Municipal Code, all new roofs shall be a minimum 5/12 pitch. Revise roof plans to show minimum 5/12 or more pitch. (TMC 18.50.050 #6) 5. Sheet 5 elevation cut view show key circles with no key reference to the details. Please provide the corresponding details. Also on the same sheet show the existing roof and indicate if any portion of the existing roof shall be removed. 6. Provide a window / door schedule. Specify U-Values for exterior door and windows. Complete a glazing schedule found on Washington State Energy website, 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 � Phon.e 206-431-3670 � Fax 206-431-3665 http://www.energy.wsu.ec�uit3�ildingEfficiency/EnergyCode.aspx. Includo_ _,:isting exterior openings in the schedule. 7. Provide a deck ledger details to include hardware specifications where decks shall be positively anchored to the primary structure. Also provide post and guardrail details. Guardrail shall be sufficient to resist 2001b., lateral force at any point. (IRC R3l ].5.1 & IBC 1607.8.1.1) 8. Indicate if the basement shall be finished to be a conditioned space. Show provisions for combustion air for the water heater and furnace. Also show crawl space access. 9. The basement foundation plan does not show the additional post consistent with elevations sheet #2. Provide post details and show details for vertical hardware attachment at those corners to resist forces of seismic & wind. Provide details for attaching horizontal corner wall framing around the sitting room. PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • 1. Show finished floor elevation and label elevation contours on the drainage plan. Indicate approx. land slope. 2. Since Type C Construction Public Works for site work has a progressive fee based on the construction cost please enter the construction cost on the lst page of the attached Public Works Bulletin A2. 3. Due to presence of steep slopes on site the property owner shall sign with notary the attached "SENSITIVE AREA COVENANT and HOLD HARMLESS AGREEMENT° to hold the City of Tukwila harmless from all loss incurred as a result of any landslide ar seismic activity, ar soil disturbance. 4. Your permit application states that sanitary sewer is provided by City of Renton, which is incorrect. Please let us know if your property is still on septic system or it is connected to sanitary sewer system. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two 2 sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in nerson and will not be accepted throu�h the mail or by a messenger service. If you have any questions, I can be reached at (206)433-7165. Sincerely, ���""'�V✓ lv ! � Rachelle Ripley ( Permit Technician File No. D16-0159 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 � Phone 206-431-3670 � Fax 206-431-3665 r� ���IT ���RD C4P� PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0159 DATE: 04/10/17 PROJECT NAME: STOLYARCHUK RESIDENCE SITE ADDRESS: 15828 51ST AVE S Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued X Revision # 2 after Permit Issued DEPARTMENTS: - /� �-�' �-<<-�� �n N& �l<< <� �b � �-��-�1 Building Division � Fire Prevention Planning Division � �.j,S �4-P �- �r�j� Public Warks � Structural � Permit Coordinator � PRELIMINARY REVIEW: � DaTE: 04/11/17 Not Applicable � (no approval/review required) REVIEWER'S INITIALS: Structural Review Required � DATE: APPROVALS OR CORRECTIONS: DUE DATE: OS�O9�1% Approved � Corrections Required � (corrections entered in Reviews) REVIEWER'S INITIALS: Approved with Conditions ❑ Denied � (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: iv�aizois � - ���"��b��T���'��:�`��Y PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D 16-0159 DATE: O1/04/17 PROJECT NAME: STOLYARCHUK RESIDENCE SITE ADDRESS: 15828 S1ST AVE S Original Plan Submittal Response to Correction Letter # DEPARTMENTS: �J . Prp � ��� Building Division � Revision # before Permit Issued X Revision # 1 after Permit Issued � � ��vl Fire Prevention � � �� ��� Pla't�ning Division � Public Works � Structural � Permit Coordinator � PRELIMINARY REVIEW: DATE: O1/05/17 Not Applicable � � Structural Review Required � (rzo approval/revrew r�equired) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: OZ�O2�1�% Approved ❑ Approved with Conditions ❑ Corrections Required ❑ (correctiorzs e�ztered i►z. Reviews) Notation: REVIEWER'S IlVITIALS: Denied � (ie: Zo�ii�ig Issues) DATE: Permit Cei:ter Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ivianoi3 i �! .�► �� �c �` . . 1 � f; jJ� "!``� '1 �� � PERMIT NUMBER: D16-0159 DATE: 09/28/16 PROJECT NAME: STOKYARCHUK RESIDENCE SITE ADDRESS: 15828 S1ST AVE S Original Plar� Submittal x Response to Correction Letter # 1 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: � �V Id'��lb Buil ing Division � Fire Prevention ❑ Planning Division ❑ �� �i AWfi �4 ����P Public Works Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DaTE: 10/04/16 Not Applicable ❑ (no approval/f•eview required) REVIEWER'S INITIALS: Structural Review Required ❑ DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11�O1/16 Approved � Approved with Conditions ❑ Corrections Required ❑ (corrections efatered in Reviews) Notation: REVI:EWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Pernzit Center Use Only CORRECTION LETTER MAILED: 1� � Departrnents issued corrections: Bldg � Pire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 P C PLAN TING SLIP PERMIT NUMBER: D16-0159 DATE: 06/16/16 PROJECT NAME: STOKYARCHUK RESIDENCE SITE ADDRESS: 15828 51ST AVE S X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: � � (p. � �(� � l�� (o. t'1 • l� � �� (�,� • � Buifklin D�vision Fire Prevention Plannin Division g g � � �� � �'�� �`�� Public Works � Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DaTE: 06/21/16 Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: Structural Review Required ❑ DATE: APPROVALS OR CORRECTIONS: DUE DATE: O7/19�i C) Approved � Approved with Conditions ❑ Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Permit Ce�tter Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ StaffInitials: iznsizois PROJECT NAME: �r�� I �' � � '�� SITE ADDRESS: � s PERMIT NO: V ��0�� ORIGINAL ISSUE DA'�E: I REVISION LOG REVISION DATE RECEIVED NO. . � of Revision: STAFF INITIALS ISSUED DATE Received (please print) STAFF REVISION DATE RECEIVED STAFF ISSUED DATE STAFF NO. INITIALS INITIALS Summar of Revision: Received b : �piease pnnc� REVISION DATE RECEIVED STAFF ISSUED DATE STAFF NO. INITIALS INITIALS Summar of Revision: Received b : (please pnnt) REVISION DATE RECEIVED STAFF ISSUED DATE STAFF NO. INITIALS INITIALS Summar of Revision: Received b : (please pnnt) REVISION DATE RECEIVED STAFF ISSUED D�1TE STAFF NO. INITIALS INITIALS Summar of Revision: Received by: �piease print� City of Tukwila Depart�nent of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gpv REVISION SUBMITTAL Revision submittals `rrust be submitted in person at t/ze Permit Center. Revisions will not be accepted t/iroug/t t/ae rnail, fax, etc. Date: 1� Plan Check/Permit Number: ❑ Response to Incomplete Letter # � � � � � `� � � ❑ Response to Correction Letter # [� Revision #� after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Project Address: ��UZB Contact Person: Phone Number: ��o ��� '� / � 2--- �= - � � ,. .�• � —�= Sheet Number(s): � �� "C[ou�l" or highlight a[Z areas of revision Received at the City of Tukwila Permit Cer ❑ Entered in TRAKiT on W:�Permi� Center�Templates�FormsUievision Submittal Form.doc Revised: August 2015 R�CEIVED CITY OF TUKWIL�. 1" 1 1 PERN�tT CENTER City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA. o�v REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Ce,�ter. Revisions will not be accepted t/trough tlie mail, fax, etc. Date: Plan Check/Permit Number: � � � � � Response to Incomplete Letter # Rasponse to Correction Letter # Revision # after Permit is Issued Revision requested by a City Building lnspector or Plans Examiner Deferred Submittal # Project Name:— � 1 L Project Address: Contact Person: Summary gf Revision: Phone Number:�a ���j-�Z( �� � �f r --w ���v.� i ��-��� .r�r� �.� �%► Sheet Number(s): �'`� "Cloud" or highlight all areas ojrevision Received at the City of Tukwila Permit Cer ❑ Entered in TRAKiT on W:�Permit Cen[er\Templates�FormsU2evfsion Submittal Form.doc Revised� August 2015 � ��mr� � Y � �� C11(Y O� 1'd�KWIL� Jll�t-8-3 �011 PERMtT ���MTER City of Tukwila Department of Community Devel 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA. o�v REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fcrx, etc. Date: Plan Check/Permit Number: D16-0159 ❑ Response to Incomplete Letter # � Response to Correction Letter # 1 � �'� I� Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Deferred Submittal # Project Name: STOKYARCHUK RESIDENCE � Project Address: 15828 51ST AVE Contact Person: u9�2-ap Phone Number: �/.3S' 27%2 c.,..,.,,�,.., .,c uo.,;�;,,,,. R€��ni�n CITY Of TUKWILA �E--�'-�� Q� PERNFIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision .�, _ Received at the City of Tukwila Permit Center by: � Entered in TRAKiT on V`� "J � I C:\Uscrs\Rachello-R\DesktopUicvision Submittal 1=orm.doc Rcvised: August 2015 CITY OF TUKWILA • Depariment of Community Deuelopment � 6,30o Southcenter Bouleuard, Tukwila, WA 98188 Telephone: (206) 43i-,36�o FAX (206) 431-3665 ..: Permit Center/Building Division 206 43i-36�o Public Works Department 206 433-0179 Planning Division 206 43i-36�o AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION PERMIT NO: � I l�` � I�✓� STATE OF WASHINGTON) ) ss. COUNTY OF KING, ) (f �N j` , e � � �-�1 ��C�L / � 1 ` �� � � states as follows: [please print name] i. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section i8.2�.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW i8.2�.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.2�.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW i8.2�.090, I consider the work authorized under this permit to be exempt under number j�, and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW i9.28.16i through 19.28.2�i shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might othe; se have under state law in any decision to engage an unregistered contractor to perform construction wo� �- ..�': � . Owner/O er' Agent* LAURIE A. WERLE NOTARY PUBLIC STATE OF WASHINGTON COMMISSION EXPIRES MAY 29, 2018 Signed and sworn to before me this �Sf / � of L�iYl�v� /� , 20 % � . � _ /' / f , G��-'el � �� NvOTARY PUBLIC in and for the State of Washington Residing at KI h4 , County Name as commissioned: �.a U f l e A We Y� e My commission expires: �J�/29/� 8 18.2�.oAo Exemptions. The registration provisions of this chapter do not apply to: i. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation � district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own � business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; :./ 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fiYtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.�o RCW who shall warranty service and repairs under chapter 46.�o RCW; �. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; io. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; ii. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; i2.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; i3. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; i4. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; i5. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; i6. Contractors on highway projects who have been prequalified as required by RCW 4�.z8.o�o, with the department of transportation to perform highway construction, reconstruction, or maintenance work; i�. A mobile/manufactured home dealer or manufacturer who subcontracts the installation, set-up, or repair work to actively registered contractors. This exemption only applies to the installation, set-up, or repair of the mobile/manufactured homes that were manufactured or sold by the mobile/manufactured home dealer or manufacturer; i8. An entity who holds a valid electrical contractor's license under chapter i9.28 RCW that employs a certified journeyman electrician, a ceitified residential specialty electrician; or an electrical trainee meeting the requirements of chapter i9.2$ RCW to perform plumbing work that is incidentally, directly, and immediately appropriate to the like-in-kind replacement of a household appliance or other small household utilization equipment that requireslimited electric power and limited waste and/or water connections. An electrical frainee must be supervised by a certified electrician while performing plumbing work. 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R� ui ,eef.;in..each.wtche athrpom ;w ter:cic�et;co artmertt laund room indoor swim.mm . ool s a and okher _.., ocv uNe � � - r ��b...,, .,..a . mp , , .9 � - -��_.._..` . ^a . . � . q.... . .,, ., P . . . . :. , . . .. .. _. . . . :, . � .. ..� ..,� ... ...�. ^ r �O , . . . `�.� . . � . , . . � . ,.. �. c . . :. . ' . . , . . .. , .. , , . � i. :'. '..: ..�. . �. ,- �,: y .. _ .. ry. .: p , ,.. .. .: ti . . .. .. . ,... '� -� � , pT• .' w r; h . � � rQoms wheCe:w�ter v� or or:cooki odQr is rpd C�I (IRC M 507.4 Fan effiCienc from WAC.51-1�iR - Table R403.5.1 � � � p J�9 � p � � ) Y : E., � � I � �8� � . �.- � ,, . . �. ;� f��nimurri Sourc� S ec�fc Venti�at�qn Ca .ac� R� uire�ents : , � � , - ,. , ,.. , .: .., ; .. . . . .. _ . �:_ � . . . .,. , . „ - - . .. Ba�hropms r-;Utili : Rqoms,� ,. . . Kitclien§ . . : . . :In-line. fan � � " I � � . Inter"rriit�eiltly o era�in : �; , .; �O�;c1F�n � . ': ; 10p cfm , . - � �,a.-�_.� �: g� .. ._. __ ._.. .,._ ._ _.__ . .. _ __ , . , _ _ ..�_.. , . , , ; _ . : . :. . _. . . . _.... � .... .... . . .. ........... ...._ . � Cor�tinuous o eratiort .. ,:. . , _ . : 20; Gf� , 25 cfm , :: , . , .. . , . .. . .. . . ..�, ... __. - ._.._.�....�.�..�._.� ._w..._�... . _ ' I + � ��.. ... �_ . ,. .. , . - � . .. .., - a�e.s��' � ..� _....,..k .. ",�`' �•. : � . . . . . .. . . �. . �.� . � •�. , �.' . � . . � . , , . . . . - ,.. sxar � . ._ . ..... _ � . . ._. ._. .. . ._ . , . . 0 . , -.. . .. 90.. _ .... . .. . , pn . . An . . �" ,a� � - •�.. - - r. - - Afr ..low Rat�. Minimum.. c.fm).. ; .. � . „ . . � �+ ,. _F _. _ . _ . . _ . . . . • ` a22eo� � . �, ,. _ _ c"� :�: 'y� - . t /> •a � , . , i . _ ..�._,. _ /�y .� .. . .. .. . .. ... .. ... . . .. -. . .- ... . , . .� '.� ... .._ .�: . �� :. . � .. .- ... . . ..... . . ...y:w% . � W�' . ...�^"" �+�'.. ...._.. rN � �:r:...- 1 � � !.aaei . . . . .. . � �.. i fENCFQB SQF' . � . . . .�:,.. �� `•'u-�"' . �,y _ -I:- �... � . 588760.3'$ 64/.IJ' . � .. • '�� � � . ' � . -� � � . . : , � 2 cfm wa 2.8 cfm' watt 2.8. cfm watt . . . ,. ...�`",� . � ' � Minimum Efflcacy� cfm/wafG .. . � 1.� cfm[watt � . .8 1. . tt . / / �rra�rr c� .- -- ... ... .. . .... . �. .. _ .. . ,. , , ,.. . _ . . , . . . , ... .. . ; . . .: .._ ... , . . �..:..___.:.' . _ , .... .. ,... , . . -� � J � , �, � �k... . .-..� ��. .,,.�..�,.... - �,� ..,. „ � Air Flow. Rate:Maximum cFm : > g0 . .. Any Any . Any u , � �. . ....,�. ., - . . .. ��n ur�� , � � , . :. . . , . . . . . .., . � � �� � . . .. :... , � � � . U •r 8 N7,�'3r+(9 9".r3�W I . . ! ��'��� � � � �� FENCE i.Y 5 OF ' � . . .. . . .. . . . . . . .. . . . . . . . ' , �P �" LQ 7i� 2'2 I � , I ,. - - __ ... ....__._�_. � . � . -, � . . .. � 57 3 rni'.. '�1Fv • .. . . . .� . � .. . � .� . ... r I . \ � . . � -.,� y� Y_ L __ ..y . _ � :-�M,..�..�.,o.,.w... M �.: rc,.: � �.. . � J 'SW. ` .� . . . . .. .� . . , . . . ..� . . . � . . . . .� Enet�gy Effic��ncy Credits . �. . _ . � � � a,� a � , .�_.. _� � ,��:�J.���'�.. _ � �tY � ., . � � . Each dwelling u:nit shall comply wlth. sufficient options from Tabie R406.2 so as.to achieve the following minimum number of , � � � W � � �-+•�' � � . _ _ _ . .. , _ . ,. . . __";"""""�"""�" �,.,_,,,_.�,_� � � , : . � ' { , t .�...,��....,�_._. � _ credits as described on the'.rev�r5e s,ide of tfiis page., ��o �� - - . - . . .....�---�-'"'"�- �.[-�.:.,�� . � : . . : . . . . .. . . - �`"��'�"` .:....... _�..... ---- % . , . � }� � ..,.,s Er� � � ! , . � . �.: .. . .., . . � o Ir , � n . , " Y� 1. 5ma11 Dwell%n Umt: Q.5 pbi.nts. pwellin units less thdn 1500 SF.in_ condi�ioned; floor. ar,ea with.less than � 1 . o� � 20 � ' ��"�" " �"" - � � � , . � . . 9.. . . _. . . i. . . 9 .: _ x � �i'" ' - �°Jf ' . ,,,.,;,,�. �.". � ... . , _. ,. .. .. � � ' �, DBTAII, � � „�r�.I "'�'�} ...���� .� 4*'��`�,�. `� s uare fe -of f estrati rea.. A �ditionS of.750 SF or less heaEed.floor area.,to existin build(n , �= ' ' � � � '� �" "� � �. "`- ` " 300. . q , ek. . .�n .... on .a � . 9 9 . - ., _-- - - ��,:r:�- 1� -_ _,._. . - - •- - --._._... _.. :� � - ,... , ... . .. . . . . . . .. - .,:. , >. ' i . . -. :. " �.»� �_..; _� .. �, i �1 . ;, . _..... ; : . ..: : .: .: . . � . . . . : , � . . : - �. --. . �3 dtum et �n Un�t: �.5 o�n AIf dwellin units 1500 - 5000 SF includln �additions over 750 SF, i }� � sc� � -za . • '""=---�"�,;,.��,; { . .:: `.���x� _: ..�::.._ _.._..._.._.......... ..�.... ._^._._( �i .,� � --- . .. _ ;�`�''� �.. . r�- .:�°"� .�,,� .*"" �.___:....; ,, .. �J 2. M�. . Dw. . I. 9 I� . �.( . g :. . . . , . .. . � � -- --- - - - - - -- - + - -_ ..W..._..�. ... . ._.,.�_. �r :. . , . - - - -, ...__ . - - - -.-�--- 9, , .. . : � �o.00•� ...�,.. , r-, } ,:--�.._ . . . . ;.,r ... .... . � . . � ; .- w«Y: ,;. : , � : �` ° {�i~ ' : .. .... �� . . . . '. . .. .... . . . .. '.. : �. . . .�..� .. � �.� . . � _� . ...� �..... ..... _ ..... �YY^��w�^` - .. �.� . . •.. .. ... - .. ..... ..��... "w`� 3. .Lar e D ell� U it. 2. o�nt�: Dwellin Uniis. exceedin 5000 SF of. conditioned fioo.r. area, • • • � � ' � � ° . , , ,� • " '"'� " ' '"' � � ^'. " '` E' :': � J .. .w . h�. �n.. 5..p.: ,.... i , .. �9 . 9 r,asrlsar� , -,�`-���,�� -��w:� ., ,�����... ..,...... ,. .: �•� '...;�'' .. .. . �� '��� .. j� ❑ , . - - - _-_ .__ . { zz za y� ��� _.... . � . . . . ,� . . , �. : . - � � . . . . ... . . � � ' . >. � ' SOU1N UNE SW 1 4 . . ' • '(�,/�0,, �� . . - - •'--'- -- �� .... ..._... . . . . �..r.!, ?._�+ �rw. _ . ._... -�:� .... .. __.. . . . . . ' . . . . . . . .. , . � � . . . _.__ . _.._ � 660.52 C __ , ,__� I '' �� � � � r� �� �� 4� � . .. / . �. . � � �� .wk+ .. ty _ � • �, . :...�` ..- . . . ' �„ '. . ... : ... . . . � . _. . . . . . , . . . . . . . � - . �. . _� . _.._ . � i � I` �-�" - � , .. ..... .. .. _ . .. , . ...,... . x � . . . . . . ., .. . . . ,. . . . . . � . . - `� � - . . � . . .. . . . , .., . . . . .. 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F � � � � � s _ � � : , :�° , R.esidertti�i �'r��criptnre Corp�l�ance Fo��ii : � : , � This set of forms has, been devQloped to.ass�st pe. rrllit appliCaptS docurpQnting compliance wi#h the 2012 Wa�hington State Energy Code . ' � The foi7owing forms p,rovide rra,uch of:the required docuh'ient2tFon,fpr plan:r�v3ew The de'kails noted:here i�nust also be shown orrthe drawings. ,. ,. ..: : :. r� PRESCR�P'iYV� �Etd�R�l( COpI� Gpl!�PI.I�►�d��.I�t96t.Ci�Ilw1l�TE ZOI�IE.i+!�AI�,iIVE,.4 ..... ..:.. y ` Fen�s#r�ti�►� � ' �INood Mass Wall . . Slab. � Ce�i(n� �aulfed ' 7 z� Frar�ed Gomponenk : � �ra�fdtl (Aboy� BelovV Grade Vyall �. R•Value & � • Vertica) OY�rhead ' �I At4ic . Ceiling V.��ll ��nk }�,� . . � grade) . . . .. � Depth �Floor I?rescriptiv� ll 0�U 4�' 0 30" R-49 � . • , .� � R�10 min. . � Value •�, ma�c-. max ': mtn > R 3� mi�5� , F��1 min R 21 min R 10115121 Int i� R�30 min. �.;:; 2, . ' tl d ..:b! k d. City of Tukwila BOUNDARY LINE ApJUSTMENT NO. L06-033 � i . I y0T g TRA�TS DEN � R � BgO�� �Go PAG$ 47 � � o � b , � \ �Ferfestrai)on l� d�finetl as skylghts, �oof bv/hdovys,rve�tldal wlndows (�Xed or moueable), opaque oqr$, glazed ,,00rs, glazed ,,oc �p. . VOL � �� �_.� LEGEND: ,cbmbirrat�on O�quB/ylazed doqfs Fer78�7r�t16{� lncludes products w/th glass and: �+an-�IaSs �laz(ng »?&terlals , � • � � ------ ? M;,� (rr�tetm�dJ��� frerra/n�) deribtes $t&�r/�{rl fi��lry`� 16 o G,W�t1� hesders (nsctlated.w�th � m,inlmu�n F2.90 insul�f�on.. : � � FOtIND SfCAOW G10RN£R, CASED � .. . . � ., . . 3 a �a z r � ._ , . . . � , . � � �ENCE xr NLY � y ' � � ll CO��E7E 4lOYJV�£NT H9TH BRASS 10/1¢/21 �7'B mear�s R�Q cpnt(n(IQus'ln�ulatip"n on the ext�r�qr of the wall, pr' R 15;,op the cohtlhuous insulat�on on �he Interlor ot the.wall, or R-. forMro carrce� a/w �- �ry �f \ �, �j cnn •nn� puxai ns s�roHx � 21 �avl lnsu)af�oij p1us. ,;rhevmal,`6 eak ���ween �he slab and�, h baserrient w�lt at the �n�enor of fhe baserrient walt !'�D/.�5�2� +TB'Shal� be �0.+T a�' s�'�'�J9� . ,y� �� '�'s ?' . t1' . � k , I , t� t ,. . aF sEr ane -�r.� 9 °• "�?' � FouNa cns�n carc�rF peritiftt�d. to �ie met wnh 14 13 e�vity �nSufatlon on the /nY��`lor of:the t��se.inent wal! plUs R.5 �ntinuoUs insu(ation:oq tbe inferior.on exterior of' "?Jr`��``�� 1j �a�uu�r xrrrr e�+ss c,aP ` ' � � � � . ^ . . . � AND P!.@JLYi, AS Sff0iM1 the waN TB mearis theP►i�s1 b�e2k be,tWeen tloqr s��b and basement 1valJ, , • _� ` �J� C t ` '-" -----'^--- ---- _._. �58878'.75� . � � SEt 5/8' REBAR h CAP, 1S 29537 n ,.s .�.. ... , - � a ��rit'S1a ;:; °� `;-: fENC£ lJ.i NiY � c� b. . � � �o• L . 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' Y.;; . �,> v�;' r. . r. _., :� . �a �. , �::y�......�.,... :.' .t.,...... . �.... �r .... . ,.. , .......,. . . . .. . � . ., � ?• ' • . ' S . •.� � 1� A�,hY�nJ�nU.frf o 75;,{ �er,cent;of �erm�n�ntly-_fnstalled_.I�nips.�n lightmg flxtures will b� high.e .fficacy;(WAC 51-liR= R404.1) h � . �'' rRJ VACUE PfR R0.S I40/28?-195 ' � i t : .�� �y.nf . r 5` . } ` � S 1.. i� � . ' � . . . . � . . %� . . . . . . '.' . 3 { E r. c ? t r i ta � x � � i 7� � CN W ... ... � , �, �, nw ,���• � ,, � . PAftCEL A ' i � \ � '� - .. y. c- s , - , . ,. �,., a,.,, � ,.:r � , � . . .-, . . . � 0' fASFJ�tNT FM • I ' GFN7fHtlNE , . _. � r � + �" r. . r , „ � � , 2?r06.i3� SF u�E'IfE74 IINE 1 �, ..,;: ' „ r � ... _. , ,. , �<_ ,. . :,.. . . , .. : x�rPtaYieEn�u s� • � R Po AY ,_ ,: ; , , ..... �, :... � � ' '� `P � se ��i�:cl�tth� �ir� r���e �s��::�o d+�sc'r�be.iruh��it•of'the fa►ur prescxiptive'=V4lhole House. Ventila�kian Systems e �,,,,, �o �' -�-�— �+��+�x+�'� t s Ybu.w�ll be uis�n�, � ` � ` ' � . � r , ` • �' � - - :- i ' ,.. � ' , ; '. • . �D �—�-� soan �nrr.� � ° � I � IN ,[� �.' Intermitt�n� Wi�ole Hous� Vehtflatl�n U�ing �xhaust Fans; & Fresh Air Iniets. (IR� M],5�7:3.4j ��+' �ro'� �o zo (� r n � �. r c 1 ! � ►�y � . ...�...:.s yta �.at .i �...a: ti N y. Itil � a C t K ',r: s � � , . . N£W UNE � N89tJ8� E . t . ., W �A Y e. � � \ � . ���{ f�1��rmiEt�riE yVhole H�t�s� Ven�ildtion It�tegr�ted With ��orced Afr Sys�em (IRC M150i.3.5) �+ � . i`.i; t Y' � . {, H:.. r . i o �, ',; . _ ►.`�i N+ . ' PARCEL C � \ ' •' �,� . �a...�.. .., �,:,•c� .�._� % i ..;..„•. � \ , -... : � .: -; ,:�- 3....fnterm.ikE��i�IIV oI� Hou'Se 'Y_entil,ati q'usEn a.�l�'.ply �an :(rRG:M15d� 3 6) . :�. , . , 2 rz�o,..r s� [�. ,h 9, 9 p � �W � � -�: � I � .. �i Z . ' N� i. 1 � �;,'. 4`:Tri��r�'►��t�ent Whple Hbuse Veptllatiqn U,�in/� a H��t Recov,en..�. Ventilatio�i.System (�RC.M7:5U.7�3J.) r, x•p n�p�/��+� p � h �; ��c� • • ' � •: : Y,. d r,...Ff r �'7`J ,' 7 , . . . . �'Y O i"Liltilil7i� A � b q L� � i. � .,:r� x , :. ;-:,; „ ,, ,.: . . .:., . r.. ,...f ^f �:.. . . . ,.� .: .: .,, t• i Ci � r..• ..:�:...:n.'.�. �. ..r:;. ,.:, .�: . .• . • 5 9 -. . , . � . . _ :.... . : . . . ,. . . . : . :. . . .. : . � � - b :. .. . ,_. . �.> ,. ,.., . ,,. . ._, , ,; ., ,,..,_..,.... s� � � ,w x 37Qt . . a m .. . . , .. . . , � .. ,. '. .. . . . � . , . � � y � . �. , - ., ' ... .. . ..... .. .. '., ::..r .. ...' ' .. ; .: : ..: . - . � . � ; .. � .:� . :_:, . � : , , '-E � _ :.:.' � • . . � SAu` i 0 ..'�,:,�:,� e ta(reC�,Jn'e�ch 1�itc en, b�th�p�m vu ter cl sQt` m a ment aund room indoor swimm(n ol s a and other � ._ ata uru£ $ `� � ! � � � „� , ,� Q � _I? ►� , I !Y �:. ;;;, . , . ..9 po .�. .P, . :.. _. �..: . .� — — _._._ �.. , _ � � � � ;pi " � � rooms wh�re waf�r iiapor or Gpoki�hg �or is proc��ced. (IaC M 1507 4) Fah �fficlei�cy from iNAC 5� 1�iR - Tabte R403.5.1 � � ? � �� . .: Min� t�r� $ource S�ci�c Ventilatior� Ca .;aci R� u�re�e1nt5 : , � � o �� . .: . .> �; :. .�. .. � ,' . , .,:�a�hrooms�.;Utili =Robm�, �::,: .- .. K�tchens In-line-fan�.. � ,-;. : -.. . . ,. ,� . . - . .: - . . Inte.'r," `it��itfl o .er�tin ,,. :� � . _ : 50 ��� �'� �'. .. . .: ; .�,OO tt'm . : , N �:. . � . ..:. . .. .. . . .. � � . ��,�� ..� .� � � � : ` ; .Cont�nuo�s o e��t�oti . :: �.. . � .... 20:i�Pm .' , • , 25 ct`m. : .. , ,: .. ' : :._ . ,.. , . � � . . v. . .. , . � ....... . � , . . ,. : � . . . . . ,.... ,. , - 2rasa� I M • 9Q�: Art , ,An . , .. . . Air:Flow. ,�ke;Minimutn: �m . ;: : �:0 . ;.: ;, .. ,. : : ..: , . ' ` •. � _ . .. � ...: . , , � � . Y`. .. ,�zeo• � � .� .. �s �,,.,� . . � �,� ae� s � � � �� . �' r' . . Mfn(rr1�m �fflcacy. c�m/watt) ,1.A� cfm/watC �.8:�m/watt •2.8 cfm/watt � 2.8 +cfm/watt � . • � �au�rr cwe .. ., '. . . .. . . .. . . , . . � AIr.FIoW Rat�e` Maximufi' ef�n ..; , � 9.0' '. �Ainy `. ":': � `, -'Any .: , Any. � " � � °`' . � rnvice r.�• � -� ; . , . , , � . ` �,� S ki3JT,`9 �.W omoPtR�r , , . - . . .. '•� . ' ...:: ., ...�.. �'....� ::..M .,.. . . ��. � .. . � . . ' . . :. .� . . ... . !Y . �neray� Effic�en�v Cred�ts � • . . - z � � ''a'�' S � �i � 7��� 1� E�ch:tlweiling .unitshall comply with sufficient optfons from Table R406.2 so as.to achieve the following mini►num.number of ., • � � � ; ;1-���' � � � � � � credi�s as deserib�d;on the�teverse side of thfs page:... h� ; .. . . � :. . ;. ' .. .. _.... . . . � � � � : S' a11 �Vveliin`'tlnit: �:5 oin#s w Ilin units I�ss,thati ,1.500 SF:;in.cond.itloned, floor:area with less than � � �ig '�i� F.�s$MBNT 7D ?0 , � 1 m .. .9..,, . p., i4..�...9: ,. { � .. , . '` 3Q0 : square.feet,pf f�nestratlon area. . Addf�lons of 7S0 SF or: fess h�ated flqor area to existing.building. �•� ' �' $ D�T� . ..._ .. . . . ... , . . ... : , . y `�l . . ; �� �y . . ... .. ..,, . .. � ,.. �...... , . . '. . :. , ' . : .. , -:, . .. :: .. . ti SC./LE f ,.Yp' . 2. Med�uhi �w�llm .Umt::i.5. o�nts All dwelling units.1500 -.5000.SF,. inclGding add(hibns ov�r 750.:SF. E 1` l�' , I�'ti'I . . .... .. . . . ..... '� .. . . .: p , f . . . � . � . ..,._..... , . ,.. , . ; `- - �. � '� . � 3. . Large Dwelling Uni�' � 5 poin#5 (Dwelling Units exceeding 5000 SF of conditibned�floor. drea. , ro ,� , . . _ _ . . ._.. . _ . . _... . — . ,,._ _ . : .. _ _._ - - -- � -- .. . �.. _ � � --y— . ._... . ....._ . _ . - , - � -- -. , . . 22 23 ____ . s�aum uxe sw r/* aeasz(c) . . , ,. .. .. . . . . .. . . . .. ' S8Bi3' ._.... _•—•_•—.:...,. _. . . . . ;-. -�-,_. .. _ •- �., ; , 21 _._._ . � : : .'.: .�; .... �. ., .... . . : . .�,...... • ., . . . , -- . -_.. ' _ • . S f1t �e Fieatin � s�em-Srze ElectronCc Version av�ila�l� at: httq:l/www:ener � � p _C� � ( gv:wsu.edu7Documents/Heat Stzin� code%20specs f(nal.xisx ��� —' — • — • — : :, .�; ,:,...:, : � . . . - . . ,. 3�fF►'�t�� SYSi'Etu9 Txp� . �i f�nie�! 4�ir��urnaUe �i ;I��at pump . . . . � ' • - �° � GRAPHIC SCALE D. BOUNDARY LINE ADJUSTMENT � �� c � CftONES & ASSOC. �°`' : � '` i1E$I�� �p�I�Ai�I�R.� �6�1�i �el�� � : o � � ,� . . ����������� � � - N . � ; { . .. , � —N— � � JOHN G. BARNES . . . _� A� `��� . A LAND SURVEYORS � o,Q,,, �1%�[�f�lOfl@� �'Rt3`P,�P� . " X . / � s�b�q' �1� -�OCt �`'Yet � P.��°c. ' . . IPI FEET � DRAWN BY DAIE . JOB N0. . � r��'�T'd� . . Pf� �� � . . � . ., \ � . L L[� . � . , r . . . . f.Rp fEBRUARY, 200b BARNJ-02A-BU2DK� � �Cts�d'��� �r�s1��+j�re� 3t �4u�cr��e &���it�: _�"�;�r . i in�a = so f{, FAX (�25) l.i2-5933 c„� amnn � � ,:.. . . . z.�eos �annr a� ae n�ur, w� ssosa (+zs) �az-ssso CHECKED BY SCALE SHfET ' ; _: .. . . . �St�Ad�G #t�# �6� -. 4! �;�. . � - �t ' :.;� - t[�.. .. .. ... , - . .anierc ru zoa6 cRa r 5a• 2 OF 2 ' , . ,. f1�f��9t � :'� ��..� � ' , 1. ., . .:. . ��w�< . . _ .. . . � • .,. � . . _ __ � .. _ _ .. _. . . _ �� _ _. . _ � ��J��t:�`��d'iP�: . . . ' . : • ......_.._ _. _ _ . _... ._ ._...--- _. _... , . ----_.. . ._...- --- . , . . , �tt�c �9-��i �i ��a „ -- �A , ; , . : �. . iR-�#3 •' ., �U 93�fn � � , F� �. . . , � � , , R ����a��-. � ���� � ° > : • ,�,. .• ' o 0 0 ° o a � . levef outlet . � . v a ��9R�Gk' �! �1B �� ��3i�t.�d �;�F;�E1�,$ ' . . a p o � Q d � � a o a . , 'U�Fe��'. '� J�d'� . o a d ° p Qd 44 0� `'--�� e �' 4 0 1R �� �l�nu�e� . � ` 4%�3��. . F , . , ° a ° 4 a o C14 � :~ � ; �_ �bavt+Ii�ad¢�F�� ' ���titw3' � _ � a p � a � �a v 40 o v . t� �� �%��� : ' t�� � ln � . � o 0 0 0 � R-�� ��-�5 �� : '� �9?�4: . ° ° q o � o p ° �► '�...: o0 0 o pa o 0 9 Qo •$idifl�'S.. , �,P�,di4M3,F �� �'� - » � ° o v ` d o ° o d ° ° ° � D , � 6 min o oopdQ oD e o ao �d ��9 � d3,��� �; � o a e o a� _o0 4„ pert pipe � � L '�." ._J R��Yi�3�A�4���$�C�S �-F�1�P . ,�i �'�3 � - $I�/# • ° o d ° ° "d�' oQ oo°� , � o a a90 va d paeo ; ,: . . ���.'�ri�eff��r �-d.���. �- � ,� 18"min °a�o 4000a°�oo D° � v� o � 1 �/�" - 3/a" washed k !� �K��`Iffie`:�� 1���'J� e,,;s-.. .. . a� a p4e°oDoa°op�� p roc iy l� ; � : ,: � � . o ���$,��4M'�i"iSdtP��.,.' : , . �tl��` '� ,',�18�I�1 ' �1� . �p �oo 0 o40a p o °o°o.o �-� �$��� {�.�� 1 �,�. 4-,,,�—� �o �o 0 0° a o� n��o�o�o° g ,���1 iVli {s`4'3�@ �' � �3�CiI7 a'�i `:�I! '. '��8 � I � . : ; � .., �''` '�' . ., n � ��!.�"i���r 9�5� � . �. . . I•— 24 min � . IR��S? 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This � � W�Ight@C� AV@C�g@: Using the Prescriptive Method, alFgiazing must have an "area weighted average" U-Factor of 0.30. This rr�eans that soma wtndows can have a higher U-factor than 0.30 and some can have a tower U-factor than Q.30,, as long as the area means that some wlndows can have a higher'U-factor than 0.30 and some can hava a lower U-factor than 0.30, as long as the area weighted a�erage is U-0.30 or lower you may need to complete this form.to docamentglazing compliance when applying for your weighted average is U-0.30 or lower you may need to complete this form to document glazing compliance when applying for your building permit. � building permlt ❑ Dwelling units less than 1500 SF in conditioned�floor area: If usingthe optton for new dwellirigs fess than ❑ Dweliing units less than 1500 SF in conditioned floor area: If usingthe option for new dwel(irigs less than 1500 SF of conditioned floor area with no more than 300 SF fenestration 1500 SP of condit(oned floor area with no more than 300 SF fenestration �u.� �._.- � Cz- � . Electroni�c�ver ion availabie at: htto:Uwww.enersv.wsu.edu/Dasumentsf20154�20Glazins9'o20Schedule:xlsx Electronic version available at: htta://www.enersv.wsu.edu/Documentsf2015962oG1azin�205chedule:xlsx . , Glazing Width Height Glazing _ Glazing Width Hei ht - Glaain. Exemptions Ref U-Factor Qt. Feet Inch feet �� inch` 'Area UA Exemptions Ref U-�actor Qt. Feet Inch �eet' Inch' ��Area UA Swing Door (24 SF Max) Sw1ng Door (24 SF Max) Giazed Fenestration � 15 Sf Max) Glaaed Fenestration 15 SF Max �y ��. ��� . VERTlCAL FENE5'iRATION (WINDOWS AND GLAZED DOORS) � � ERTlCAL F�NESiRA710N (WINDOWS AND GLAZED DOORS) Plan Component Ref Gtazing Q� Width . Height ����n Plan Component Ref Glazing Qt. Width ,.Height. 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ZONE MARINE 4 Fepestretion + ` wood Mass 1NaIP slab Ceiiing Vauited z,3 Frarried Component �rained {Above Below�Grade Wall R•Value 8� . Ve�icai ' Ov�erhead wLfAttic Ce9ling '�$If:(lq�.� grade} Floor Depth Prescriptive U. 0:30 U. 0.50 R�d9 ' `� � i�•10 min. V I max max min ��� min. R,21 tnin. R-29 mtn R-.14115121 Int. + TB R-30 min. 2, i City o,f Tukwilcx BOUNDARY UNE ADJUSTMENT NQ LD6-033 � I , u'T � a ue � � I gRbo'�� Go. Fenestraflon ls eflned as sk,yrights, roaf wrndoWs,: vert ca! rvJndaws j�'xed ar moveable), opaque_ _,00rs, glazgd doors, glazed block and • � . VOL� \\ \ ���ND� cqmb)nafion opaque/glazed.doors Fen�straflon Includes prgducts with glass and non�lass glazing materials. � ,�Q�, .. 2 Inf. (inlerm�cllate framing) detto.�es stan{�aYc9 fra►rting 9$' o.c. wlth headers. insulated wffh a minimum R-101nsulation. � � �C `"jl" FO"� �'0r' ���' c�� uawnmvr w►rH � 3 1Q/15/21 +TS"means R-90 continuo�s /nsulation, on fhe exterior of the wall, or R-�5 on the contlnuous �nsulation on !he interlor of tha walt, or R- ' fOUND OOitG�IE R!V/ �IrY N� � y'�S• � �'�"'° �'� �°� 21 cavltylnsu/af�a.n p/us a 1hsJ'mal br&ak bet�A!senfihe slaq an� the basei»ent wall at the interior.of fhe baSement wal1. "10/15%21 +TB"shail be � . �°1�� �� %f �� permttted to:be mef with R-93 cav�ty� �r�su��tTcin on th� tnterJor.oflhe basement wall plus R-5 confinuous Insuratlon on the interior or exterlor of I �� f �����i���� d,� � f�� �� the wa1L '7B" means thermal break,between. flo� slab and bas'ement wall. --- _ _ y ����� . . 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' . r � r�µ—�w s �:-r r•hr .� ,nz . r ^r r �t�. n �� � :.�:.... y�� ,,,:.; `�� �.�j � r.�: I� m :,.e�. N 4Lv� ... sx+� ',Y ., '*;`z^ �C `Y _ 'z:�'- ,n 4'Y'� �X+ +r�'AU +b+Pn:.' �+m .1Y"� .ws^� �.- `�'�'; .. �-�'- � ���l� ,�' ,�� _ .�.. � � . . ... .. . �. � �enes#ra#ian Schedule i ; Please chectc#he applicabie boxes and compiete the informa#ion betow ( Weighted Average: Usfng the Prescriptive Method, ail gtazing must have an "area weigfrted aver�ge" U-Factor of 0.30. Thfs means that some windows can have a ht�her U-factor than 0.30 and some can have a iawer �!-factor than Q30, as long as the area v,reighied average is U-0.30 or lower you may rteed to compiete this form to document giazing cnmpliance when appiying for yaur buiidir�g perm'rG ❑ Dwelling units less than 1500 5F in cond�tioned�floor area: If using the option for new dweitirigs less than 1500 S� nf conditianed flonr area v�irth no more than 300 SF fenestration fiectronic versian available at: h#tp://www.enerev.w u.edu/Documen�j2Q15%2QGlaztn�%205chedulex4� Giazing W1dtlt Height Gtazin� Eacemptions Ref U-Factor Q� Feet inch Feet � Inch � �Area UA , Swing Daor (24 SF Max) � Glazed �enesb'ation 15 SF Max} �i�„` VERTICAL FEN�ST�RATION (WINDOWS AND GU4ZED DO�RS) Pl�n Camponerrt Ref Glazing QL. Widih Hee i GlazEn Ip Description li-FacDor Feet Inch Feet inch Area � UA � � � i � o � �.�5 �- , ?�o �'-,�' � � Cv � . �'-J' � 5,.25 ,.:�� � 1 iiR/ � �/ � � Y r� .� 5N- � � 1 D 3 � • 1 � � � { �- '%� � 6�" �J ir/ ' � D � � r V , 1 30 !.� l� ? � `�- ?a D D . ?. � 3� 1 -4 c� �-- v to S� ; n � a � a U 3D 3 d 0 � � '7 'J 1'� i �� � �O 0 ��'� �% �''-...�— , i,3(.� O '� C� �'J � Sum af Vertical l�enestration Area and UA �� �J 1210,'� Area Weighted U= UA/Area. i� '.� �—I ��I����� G� t� =- �. � = l�,�. ?. �t� t)VER.i�lEAD aRAtI�IG (SifYLIGHTj Ptan CampaneM Ref G}aaing 1U Descriptian U-factor ��' ��i! ��� ���� I����� '����� ��r�� ����� ����� Sum of Vertical Fenestration Area and UA Area Weighted U = UA/Area � � � . y� � ' � . � � � �,�� . . ' , �� . � � . �`�"' . • �►..� � � � • . � f � � '. .�"i'�,�' ,,, �'�„�. �� . ., �:;,. _�.. . ..�...._.�� " ..: . . � . �d ... �.'..: . . . . • . . �. . ! . � _ . � . . r.. _._....� .. . . . � .. .. ...._ ����, - . , . �. ► ; ....._...._., . �enestration Schedule Please check #he applicable boxes and complete #he informatior� 6elow � Weighted Average: Using the P a--�scriptive Methad, all glazin� must have an "area wefghted average" U-Factor of 0.30. This means that some windows can have a� igher U-faetorthan 0.30 and some can have a lower ,U-factor than 0.30,.as long as the area weighted average is U-0.30 or lower you may need to compiete this form to document glazing compliance when applying for your buiiding permit. � Dwelling units less than 15D� -SF in conditioned�fioar area: If using the option for new dweilirigs less than 1500 SF �of conditioned floor area witla no more than 300 SF fenestration � ����a� . Electrorncve ion avaiiable at: h#ta�.://www.enerev.wsu,Qdu/Oocumentsf2015%20G1a2ing9620Sthedule:xlsK G lazing 1Nidth Hei ht � Glazin Exemptions Ref �..J—Facto� Qt. Feet Inch �eet Inch � Area UA Swing Door (24 SF Max) Glazed �enestration 15 SF Max) VERTICAL FENESTRA3IQN (WIN'tA W5 AND GLAZED DOORS) � Pian Component Ref Glazfng Q� Width Height Giazin ID Descri tion �J—Fattor Feet Inch Feet inch Area UA � � (F„ -5t-4- � �!� � -� v .�- U �-�'i �-•- �.{� Go Sum of Verticai Fenestration Area and UA � 17i '%J' ����P Area Weighted U = UA/Area + � � �""'��'a� � �' (�` l, = Ur 2f� , r �j .� ,�. ov��H�n �u4z�uv� tsEciru�Hr� Pian Component Ref Gtaaing !D Destri tian U-6�ctor . . _. ���� ����� �s�■��■� ����■� �■���� ����� Sum of Vertical Fenestration Area and UA Area Weighted U = UA/Area � i � a ,,•-,. �r',r,a� r.,:, . 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