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Permit D14-0260 - BT PROPERTY INVESTMENTS - NEW SINGLE FAMILY RESIDENCE
BT PROPERTY INVESTMENTS 12517 5151 PL S D14-0260 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov 0179002305 12517 51ST PL S COMBOSFR PERMIT Project Name: BT PROPERTY INVESTMENTS Permit Number: D14-0260 Issue Date: 2/20/2015 Permit Expires On: 8/19/2015 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: RYAN MARY PATRICIA 123 MAIN AVE S , RENTON, WA, 98057 BEN TRAN 35109 PACIFIC HWY S , FEDERAL WAY, WA, 98003 RESIDENTIAL GROUP LLC 35109 PACIFIC HWY S, FEDERAL WAY, WA, 98003 RESIDRG918MN RESIDENTIAL GROUP LLC 35109 PACIFIC HWY S , FEDERAL WAY, WA, 98003 Phone: (253) 583-4414 Phone: (253) 835-1516 Expiration Date: 7/23/2015 DESCRIPTION OF WORK: CONSTRUCTION OF 2550 SF SFR WITH 890 SF GARAGE Project Valuation: $354,155.70 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA FIRE SERVICE Fees Collected: $45,482.31 Occupancy per IBC: R3 Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2012 2012 2012 2012 2012 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: 1 Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: 1 Water Main Extension: Water Meter: Yes Volumes: Cut: 10 Fill: 10 Number: 1 1 Permit Center Authorized Signature: 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 regulating construction or the performance of work. I am authorized to sign and obtain this development permit and g ee to the conditions attached to this permit. Signature: , Date: /Z15// 5 Print Name: �[ 1J �t' 71ar\ 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: ***PUBLIC WORKS PERMIT CONDITIONS*** 2: 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. 3: Permit is valid between the weekday hours of 7:00 a.m. and 10:00 p.m. only. Coordinate with the Public Works Inspector for any work after 5:00 p.m. and weekends. 4: Work affecting traffic flows shall be closely coordinated with the Public Works Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 5: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around hauling route (No flushing allowed). Notify Public Works Inspector before 12:00 Noon on Friday preceding any weekend work. 6: Any material spilled onto any street shall be cleaned up immediately. 7: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 8: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 9: The Land Altering Permit Fee is based upon an estimated 10 cubic yards of cut and 10 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 10: 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. 11: 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. 12: All double check valve assemblies shall be approved by the State Department of Health. 13: Since the house must have a fire sprinkler system installed, it shall be verified in writing to the Public Works Inspector that the fire loop system for the building contains a WA State Department of Health approved Double Check Valve Assembly (DCVA). This shall be done prior to final inspection. Refer to attached Public Works Details for 1" FIRE/DOMESTIC SERVICE and/or 1" FLOW -THROUGH SYSTEM. Backflow device is optional if a FLOW -THROUGH SYSTEM is installed. Coordinate with the Public Works Inspector. 14: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). 15: Prior to issuance of this permit, Owner/Applicant shall provide a Traffic Concurrency Certificate Application and pay a test fee in the amount of $300.00 under PW permit C14-OXX. 16: Prior to issuance of this permit, Transportation Impact Fee shall be paid in the amount of $1,013.88. 17: Prior to issuance of this permit, Owner/Applicant shall provide a completed Residential Sewer Use Certificate. 18: Prior to issuance of this permit, Owner to sign w/Notary a Hold Harmless Agreement for work within the Public right-of-way. 19: Owner/Applicant shall pay in full the current fee set for the King County Sewer capacity charge, and bring proof of payment to the City's Permit Center prior to the Public Work's final inspection approval. 20: Conveyance of Public Improvements (water meter service line) shall be signed w/Notary by the Owner as part of the Turnover process; prior to Public Works final. Conveyance to be recorded at King County and recording cost paid by the Owner/Applicant. 24: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 21: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2436) 22: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 25: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 26: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required rescue window. (City Ordinance #2435) 23: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 27: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 28: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 29: ***BUILDING PERMIT CONDITIONS*** 30: 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. 31: 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. 32: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 33: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 34: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 35: All wood to remain in placed concrete shall be treated wood. 36: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 37: 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. 38: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 39: 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. 40: 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). 41: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 42: 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. 43: 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. 44: ***MECHANICAL PERMIT CONDITIONS*** 45: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 46: 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. 47: Manufacturers installation instructions shall be available on the job site at the time of inspection. 48: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 49: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 50: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 51: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 52: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 53: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 54: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 55: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 56: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R-3. 57: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 58: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 59: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 60: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 61: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. 62: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 63: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency ad Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 5180 BACKFLOW - FIRE 1700 BUILDING FINAL** 0301 CONCRETE SLAB 5000 CURB, ACCESS, SDW 0610 ENERGY EFF CERT 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 1400 FIRE FINAL 0201 FOOTING 0202 FOOTING DRAINS 0200 FOUNDATION WALL 0409 FRAMING 0708 GAS FIREPLACE INSERT 2000 GAS PIPING FINAL 0606 GLAZING 8004 GROUNDWORK 5040 LAND ALTERING 0502 LATH & GYPSUM 0703 MECH EQUIP EFF 1800 MECHANICAL FINAL 0608 PIPE INSULATION 1900 PLUMBING FINAL 1600 PUBLIC WORKS FINAL 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 9002 ROUGH -IN GAS PIPING 0701 ROUGH -IN MECHANICAL 8005 ROUGH -IN PLUMBING 5070 SANITARY SIDE SEWER 0602 SLAB/FLOOR INSUL 5090 STORM DRAINAGE 5100 STREET USE 0412 UNDERFLOOR FRAMING 9001 UNDERGROUND 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR 5130 WATER METER - PERM } CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http:/hvww.TukwilaWA.Qov Combination Permit No. Project No.: Date Application Accepted: Date Application Expires: t-A - n2.(0� O2 (For office use only) COMBINATION PERMIT APPLICATION — NEW SINGLE FAMILY 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** SITE LOCATION tag King Co Assessor's Tax No.: OIOD 230 Site Address: t P1 . C • —k4V Wl PROPERTY OWNER Name: (J •t^, vY0 T U Address: 1".11etV1.�ivm) -fGLli1 fl,t( r�,wai,, 5. ��.5101 Citytvit xett wavy Slat : wA.- Zip: si5D). CONTACT PERSON — person receiving all project communication Name: `fGA --(.v Address: n 6 toi /761.� n,G (� Cp eJ'' Vl_gip: State: City: ��4 I el �1 W ;1 Phone: � (3) — Wax: 2 C 5314ij—j-9.q- Email: I _I' _ CSI GENERAL CONTRACTOR INFORMATION Company Name: Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: ARCHITECT OF RECORD N.pI �G Company Name: waa /l i� Architect Name: ���,t �v Address: 35ldq ��`(LL r'91, '11'�I S� Citys } _ t State: ip: i " E Phone: ax: Z L S' 235-53 C y� I / Email: �Air YLS B.21/dl\CA. r. . l 6wt ENGINEER OF RECORD_ / 7 Company Name: SI 404 44 I C L_Lc . • 'I� J _ _ - _ ' 1 Engineer Name: ` � , �n� Address39l�Jek QCldl:1t c_ i .i ., City:k( State: Zip: g � l' U x: Phone: 53 ��, _S 53 6c...)) qy b(�— Email: \ Alfr V tQ It I diNGI I .AYQ_ c,enA- LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: %,rto t V 44 ( ff L Address: City: State: Zip: H:\Applicmions\Forms-Applications On Line \2011 Applications\Combination Permit Application Revised 8-9-1 Ldocx Revised: August 2011 bh Page 1 of 4 PROJECT INFORMATION — h Valuation of project (contractor's bid price): $ 2g l� . 612 Scope of work (please provide detailed information): DETAILED BUILDING INFORAMTION — PROJECT FLOOR AREAS PROPOSED SQUARE FOOTAGE Basement Is' floor 11 ' I I I _11 l S� 2"d floor I I Lk'le S -F-- Garage carport III� CO O F. Deck —covered MI uncovered • Total square footage -r 0 Per City of Tukwila Ordinance No. 2327, all new single family homes are required to have an automatic fire sprinkler system installed in the home. Please contact the Tukwila Fire Department for more information at 206-575-4407. EQUIPMENT AND FIXTURES — INDICATE NUMBER OF EACH TYPE OF FIXTURE TO BE INSTALLED AS PART OF YOUR PROJECT. MECHANICAL: {p� ria Value of mechanical work $ 2'' 'VDU U fuel type: ❑ electric ygas furnace <100k btu appliance vent ventilation fan connected to single duct thermostat wood/gas stove water heater (electric) emergency generator other mechanical equipment PLUMBING: U9 Value of plumbing/gas piping work $ 1 , bathtub (or bath/shower combo) bidet ' clothes washer /I dishwasher floor drain I shower W lavatory (bathroom sink) sink water closet water heater (gas) lawn sprinkler system gas piping outlets \ Applications \Forms -Applications On Line \201 I Applications \Combination Permit Application Revised 8-9-1 I.docs Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — Scope of work (please provide detailed information): Ca11 before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. WAJ:ER DISTRICT Tukwila ❑...Water District #125 0 ...Letter of water availability provided ❑ .. Highline SEWER DISTRICT Tukwila ❑...Valley View ❑ ..Renton 0 ...Sewer use certificate ❑...Letter of sewer availability provided ❑ .. Renton ❑ .. Seattle 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. SUBMITTED WITH APPLICATION (MARK BOXES WHICH APPLY): ,.Civil Plans (Maximum Paper Size — 22" X 34") ❑ ...Technical Information Report (Storm Drainage) 0 .. Geotechnical Report ❑...Hold Harmless — (SAO) ❑ ...Bond 0 .. InsuranceEasement(s) 0 .. Maintenance Agreement(s) ❑. (ROW) 0 .. ..Hold Nameless— ROW PROPOSED ACTIVITIES (MARK BOXES THAT APPLY): ❑ ...Right -Of -Way Use - Potential disturbance 0 .. Construction/Excavation/Fill - Right -of -Way... ❑ -or- Non Right-of-Wa.. ❑ ...Total Cut ❑ ...Total Fill ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control Cubic Yards Cubic Yards ❑ .. Work In Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank 0 .. Trench Excavation ❑ .. Curb Cut ❑ .. Utility Undergrounding ❑ .. Pavement Cut ❑ .. Backflow Prevention - Fire Protection ❑ .. Looped Fire Line Irrigation Domestic Water ❑ ...Permanent Water Meter Size WO # ❑ ...Residential Fire Meter Size " WO # ❑ ...Deduct Water Meter Size ❑ ...Temporary Water Meter Size " WO # ❑ ...Sewer Main Extension Public 0 - or - Private 0 ❑...Water Main Extension Public 0 - or - Private 0 FINANCE INFORMATION — THIS INFORMATION IS REQUIRED TO BE FILLED OUT WHEN REQUESTING WATER OR SEWER SERVICE Fire line size at property line number of public fire hydrant(s) 0 ...water ❑ ...sewer 0 ...sewage treatment MONTHLY SERVICE BILLING TO: Name: Day Telephone: Mailing Address: City State Zip WATER METER REFUND/BILLING: Name: Day Telephone: Mailing Address: City State Zip H:\Applications\Forms-Applications On Line\2011 Applications\Combination Permit Application Revised 8-9-1 I.docc Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES :APPLICABLET O ALL PERMi7'IN TFITS, A-PPLICATTLiN —' 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. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. PROPERT i NER OR T • I RI D GENT: Signature: Print Name: I►Eivuv`�L- Ir �� tt' .� Mailing Address: �J Date: b I k ( 26v Day Telephone: � �j)-2_ ' 72 � 'A4A11(Cityk546— K0 State H:\Applications\Forms-Applications On Line\2011 Applications\Combinalion Permit Applicalion Revised 11-9-11.docx Revised: August 2011 bh Zip Page 4 of 4 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME gsr fre-r'( ,rtv6 mF.7- t PERMIT # b 14- - o Zc, 0 '(& /7-5r) 51 5` PL s ) 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. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement Mobilization Erosion prevention Water/Sewer/Surface Water Road/Parking/Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) $250 (1) category: 200 000/5oo/ 50o 3 3/Soo 5. Enter total excavation volume / 0 cubic yards Enter total fill volume / 0 cubic yards $ g o (4) Use the following table to estimate the grading plan review fee. Use the greater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE ./ Up to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 1ST 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1ST 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1ST 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees $ i TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $ 336 (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 Last Revised 01/01/14 1 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) 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 Approx. Remaining Years Pavement Overlay and Repair Rate (per 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 Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. QUANTITY IN CUBIC YARDS RATE v 50 or less $23.50 51 —100 $37.00 101 — 1,000 $37.00 for 1st 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 $194.50 for lst 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the 1st 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for lst 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. 9. Technology Fee (5% of 6+8) Approved 09.25.02 Last Revised 01/01/14 2 (9) -X- 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* 1125 D. Water Meter - Water only* E. Water Meter - Temporary* * Refer to the Water Meter Fees in Bulletin A 1 Total A through E 11. ADDITIONAL FEES A Allentown Water (Ordinance 1777) B. Allentown Sewer (Ordinance 1777) C. Ryan Hill Water (Ordinance 1777) v 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 bATUL Ltt Cp'ScADt, $ ffl Z(9) $ 2.74 1 $ I',(oo- $ /d/3� $ / 6loo5 Z� Total A through I $ 3$4•5 ! (10) P►iA -( � o o POP "re-/f t c cti,ice)eit.4.1cY DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ 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 Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2014 —12.31.2014 Total Fee 0.75 $625 ./ $6005 $6630 v 1 ./ $1125 $15,012.50 $16,137.50 1.5 $2425 $30,025 $32,450 2 $2825 $48,040 $50,865 3 $4425 $96,080 $100,505 4 $7825 $150,125 $157,950 6 $12525 $300,250 $312,775 Approved 09.25.02 Last Revised 01/01/14 Temporary Meter 0.75" $300 2.5" $1,500 3 Otilry PO 4- Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT I QUANTITY I PAID PermitTRAK $43,112.99 D14-0260 Address: 12517 51ST PL S Apn: 0179002305 $43,112.99 1 INCH $7,130.00 CONNECTION CHARGE R401.379.002.00.00 0.00 $100.00 METER/INSTALL DEPOSIT B401.245.100 0.00 $950.00 WATER METER PLAN REVIEW R000.345.830.00.00 0.00 $10.00 WATER METER INSPECTION R401.342.400.00.00 0.00 $15.00 WATER TURN -ON FEE R401.343.405.00.00 0.00 $50.00 CASCADE WATER ALL-SPRINKLERED B640.237.500 0.00 $6,005.00 DEVELOPMENT $3,649.60 PERMIT FEE R000.322.100.00.00 0.00 $3,645.10 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 IMPACT FEE $2,348.00 FIRE R304.345.852.00.00 0.00 $922.00 PARK R104.345.851.00.00 0.00 $1,426.00 MECHANICAL $189.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $189.00 PLUMBING $252.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $252.00 PUBLIC WORKS $508.50 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $80.00 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $80.00 GRADING PERMIT ISSUANCE R000.342.400.00.00 0.00 $23.50 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 FILING AND RECORDING FEES R000.341.200.00.00 0.00 $75.00 SEWER SERVICE FEE $18,600.00 SEWER ALLENTWN/RYAN/FOSTER PT R402.379.004.00.00 0.00 $18,600.00 TECHNOLOGY FEE $209.48 TECHNOLOGY FEE R000.322.900.04.00 0.00 $209.48 WATER SERVICE FEE $10,226.41 WATER ALLENTWN/RYAN/FOSTER PT R401.379.004.00.00 0.00 $10,226.41 TOTAL FEES PAID BY RECEIPT: R4605 $43,112.99 Date Paid: Friday, February 20, 2015 Paid By: SUNH VAN NGUYEN Pay Method: CHECK 225 Printed: Friday, February 20, 2015 2:32 PM 1 of 1 CRWSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY I PAID PermitTRAK $2,369.32 D14-0260 Address: 12517 51ST PL S Apn: 0179002305 $2,369.32 DEVELOPMENT $2,369.32 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R2824 R000.345.830.00.00 0.00 $2,369.32 $2,369.32 Date Paid: Friday, August 08, 2014 Paid By: THE RESIDENTIAL GROUP LLC Pay Method: CHECK 10570 Printed: Friday, August 08, 2014 1:52 PM 1 of 1 CRWSYSTEMS City of Tukwila Department of Public Works 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-433-0179 Fax: 206-431-3665 Web site: http://www.TukwilaWA.Rov WATER METER INFORMATION Parcel No: 0179002305 Address: 12517 51ST PL S Applicant: BT PROPERTY INVESTMENTS Permit Number: D14-0260 Issue Date: 2/20/2015 Permit Expires On: 8/19/2015 DESCRIPTION OF WORK: CONSTRUCTION OF 2550 SF SFR WITH 890 SF GARAGE METER #1 METER #2 METER #3 Water Meter Size: 1" Water Meter Type: PERM Work Order Number: 21440117 Connection Charge: $100.00 $0.00 $0.00 Installation: $950.00 $0.00 $0.00 Plan Check Fee: $10.00 $0.00 $0.00 Inspection Fee: $15.00 $0.00 $0.00 Turn on Fees: $50.00 $0.00 $0.00 Subtotal: Cascade Water Alliance (RCFC): $1,125.00 $0.00 $0.00 $6,005.00 $0.00 $0.00 TOTAL WATER FEES: $7,130.00 INSPECTION RECORD Retain a copy with permit .017-ca l ION NO. PERMIT NO. .n n CITY OF TUKWILA BUILDING DIVISION I'/%,///` 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pect: roj - 1P _ S Type of Insp ction: ,`le/ rf✓.4Z Address: P9.517 57 g 5 Date Called: 12/5 Special Instructions Date Wanted: Requester: Phone No: Approved per applicable codes. E] Corrections required prior to approval. COMMENTS: el f�. Inspector: _4/41,4-4- Date: REINSPECT! N FEE REQUIRED. Prior to next inspection, fee must be paid at 63 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 0 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 0 /q-o�69 630 Permit Inspection Request Line (206) 438-9350 Project- % 6/ P1od '(l Type of In ectio t 7� Address: S'% 4517 Date Called: Special Instructions: A Date Wanted: &ri 07 p.m. •• Requester: (( Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: C.41/1/40/4_ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. IN-WECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: SI"K \ Type of In�pectiQn: K lec �t..A-4v�r ref i�.� Ajdress: 2Sf -7 3/ St PL Date Calle�/ Special Instructions: Date Want)e a.m. 1 / � p.m. Requester: Phone No: ,Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: // /36- REINSPECTION FEE REQUIRED. Prior to next inspecti!On, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit I SPEC J0N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION DI LI-n-760 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: Type of snpection , 5 A d�%-_ /"'� ��`� /S�L.a-moo l Date Called: r v� o, Special Instructions: ( Date Wane �l a.m. p.m. Requester. Phone No: EApproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Ci INSPECTION RECORD Retain a copy with permit L> PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of ection: Address: °./7 514. a---5 Date Called: // Special Instructions: "'j� Date Wanj //l �/� a.m. p.m. Requeste : Phone No: Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: Inspector: Date: REINS PECTION FEE REQUIRED. Prior to next inspectio/, feq�must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: L4psI s-i Address: /Z_n 67.-P/ Date Called: Special Instructions: • �" 41 Date Wanted: q-j2-/ a.m. p.m. Requester: Phone No: figApproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: ¶-iZ- 1' REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION A ILI - 024,0 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: -r f'1'1oft-7'y veyr ei,1 Type of Inspection: Uhhat-a12✓`C UI Address: I D S I 1 5151P/ S 'Date Called: Special Instructions: Aril Date Wanted: 5—I'11 a.m. p.m. Requester: Phone No: Approved per applicable codes. D Corrections required prior to approval. COMMENTS: GAS P g-Pt` 5 I‘ Oe &dtnvg, 04J tea (1) Gyysv► o / d k- l Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 ‘tr 4 D/yvZZO Project: % J 4vit.v sr me Type of Inspeection::' 57s4 4ilk, i-t-s ie 4 Address: IZ<-S7sf/S. Date Called:f SpeciaiInstructions: A P Date Wanted: 7 ZZ^/( a.m. p.m. Requester: Phone No: Approved per applicable codes. D Corrections required prior to approval. COMMENTS: Inspec ol;74/ Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. N 4-a24t INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: / grgica // ' LItgointpirs Type of Inspecijon: &If/ /4/i 4AA Address. /25-i 7 37,9"P/5 Date Called: Special Instructions: e IWI Date Wanted: -7„tZ-/r a.m. p.m. Requester: Phone No: Approved per applicable codes. E] Corrections required prior to approval. COMMENTS: Inspector: , Datg; REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. meiINSPECTION RECORD Retain a copy with permit INSP ' NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit inspection Request Line (206) 438-9350 pii/-02.60 (206) 431-3670 ect: FTypeF --r er17�. ,r Inspection: tPro r Address:1 37 fef Date Called: S2 f h Leda I structions: AmRequester: Date Wanted: -7"Z0 „( a.m. p.m. Phone No: Approved per applicable codes. Corrections required prior to approval. ENTS: Inspector: Date: "?`�-P� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'AO INSPECTION RECORD Retain a copy with permit INSP. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: &f P is A)5-FK Type of nspection: 0( c c Kj Addre Date Ca led: Special Instructions: k'i Date WWant7d _ 1 5 pp.m. m• Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS:(` l w ( , fJtggv(6 CA q_CL.CaSS- ei,,q. z K2 3 2de1k c/- E to S. ��- 1 7j ( a G &co- 10,0 f t a a ra,s1 b ta p(7t-J 4 eq Y 4 A+— Got ..4, ,6, W (f (Ztr( e_o C.G` 1 k of eRsik hvd. Se ( i i N /14 WAjek-ctryL0/L.Gi 1041- gui- 6-4- c51( 6- rik1sp&J(0c1 Inspector: pat— (7_IS REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit - 6 2-6O PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro ct: ,j ( bri Type of InspeStione_ct Address: r25(y7 5-i sr P-12 5-5- Date Call Special Instructions: /4Requester: Date Wanted' k- 1 -- (S a.m. p.m. Phone No: Approved per applicable codes. LJ Corrections required prior to approval. MENTS: Inspector: Dat 4, REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedute reinspection. ir in INSPECTION RECORD _� 0 Retain a copy with permit Pi INNO. PERMIT NO. ITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: U py _lP u V l � Y � Type of In� ecti �n: 1/ Z-- 1Address: 12-Y 7 S(srpe )d. Date Called: Special Instructions: Itm Date W me a.m. p.m. Requester: Phone No: pproved per applicable codes. Corrections required prior to approval. C(DNIMENTS: Inspector: Date (5—, REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Prot: r �'pc� TypeA f Inspecti n: Ko -- �vle c4 Address:• izsr7 r(s�/-Q-S, Date Calle Special Instructions: Am Date %tri �d: �t� __ ( a.m. p.m. Requester: Phone No: EjApproved per applicable codes. Corrections required prior to approval. COMMENTS: P4) k q --TIA et `6- v (`04_ gfrici tam e arm -c , /4°114 ct c( e i • Cc( (1 Plr ruv�s� e.c�� n fri Inspector: /' Date REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. MrINSPECTION RECORD Retain a copy with permit IN' N NO. PERMIT NO. 0jy-o240 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: 61-- < e-sType o Inspection: ,_ �j t Address: I ZY( 7 5-1S < /9- - f, Date Called:' Special Instructions: A 6.44.Requester: Date Wanted: r� 1 a.m. p.m. Phone No: Approved per applicable codes. Corrections required prior to approval. O"MMENTS: .1)(bf Ca-5 v(ac-e Inspector: Daley - 2S- - I REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: A T rd,Pt Al,1. Type of ectio - i ' i.� 'V tO Address: 1 -sl-7 51 PI S Date Called: Special Instructions: Date Wanted: I ���' (� , Qn Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector: �c k f -427 Date: cia./(ssz------ ri $60.00 REINSPECTION FEE RE D. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: fromRetain a copy with permit INSPECTION RECORD ECTION NO. --0 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd,, #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: t&-r- prti 60--ie-5 Type gf_.±ilspection: i---- rc(cAA_( Address: ( 21— 17 5( Pr- r J2, Jo Date Called: \,_) Special Instructions: 6-41 Date Wanted: a.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMNTS: .rtrac#4,t fry, (36 ijf C*v ((A kt_;5? Cfrp16 1,4-t--eck trb (qq( 6-17- ve(11-9-rec_P In pector: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Btvd.. Suite 100. Call to schedute reinspection Da INSPECTION RECORD Retain a copy with permit INSPECTIO NO. PERMIT NO. PfL-j.OZ6O CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 , (206) 4310670 Permit Inspection Request Line (206) 438-9350 t)td ackes4f4,L( ift_ Project: -00e- Or -tt Typepf nsKtion hsk/rIk ' tZ5Ka1n1 \-1 Date Called: Apkiress: I T' ( 7 5(crit for Special Instructions: A—ilit Date Warned: a.m. PAIL Requester: 'Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Data, `0 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit 91`1 -0 z6 0 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd,, #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 PKgect: „ iti,P.K DT fird,tfrfl Type of lospection: ubtderot- Tfietu4( fO Date Called: Address: I 3—.(7 .5-1 xr t9,0). Special Instructions: 4,44 Date WaLfnted: —f6 - fr d.rn. P.m Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. C MMENTS: vzvkcte_, arc(u) cces--, °relit (cVr Inspector: Date/HL —(s— E REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit Ply c PERMIT NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 : Projectidyr.--.._K. Type of Insraion: , 7 pr4 (pq. 7 i Address: 12--3 -1 7 r 5r r.e, . Date Called: Special Instructions: 4-44 Date wanted: y - (3 -(s- a,rn. p.m. 'Requester: Acme No: pproved per applicable codes. EJCorrections required prior to approval. CO MENTS: Inspector: -Date: Li 3 (s... REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r‘C r- INSPECTION RECORD Retain a copy with permit ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd,, #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 pty-026o Project: , DT frt) e tf-i y Type of inspecton.t ( fr„ a-ti-opk WI (1 Address: 1 2,5- 1 7 rf cr. f-t 50. Date Called: Special Instructions: tim tfr Date Wanted:I...At( ..... r a.m. p.m. 'Requester: Phone No: Approved per applicable codes. LJCorrections required prior to approval, OM ENTS: r....,„..„ Inspect' r- REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection, ?v-v, INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 pty—o-z--66 Project: . 131— fryQv-likes AICT—K Type oft_pectipm: ro r--r(t9 Acrieti7 51 srpt so, Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: PATi Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: ,1/46c_rior kmeuFlk Inspector Date), 7 —(S— REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Btvd.. Suite 100. Cali to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Di o w o Project;. ,6-r Y1 E) i-11'e- t 4 Tn✓.,.i 1: r: 5 Type of Inspection. • ftti -r( /j{-_. Address: ' I ;2 / 7 5/ Ee / S Date Called: l l //64 //5 Special Instructions: Date Wanted: ' , // //-i/� a.m. p.rn, Requester: Phone No: / Approved per applicable codes. Corrections required prior to approval. COMMENTS: ifs tt, 1 50 Mi Lnspector � ` A , REINSPECTION FEE REQUIRED, Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100, Call to schedule reinspection. Date: t1,11t1`a .* INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: t ro0e,- aiovost. Type of Inspection: -rt ( .c. •C% It-, 4 4- i --,-- 3 (iv (Az Address: is p -7 Suite #: 5 1 Ae__ S Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: S 1 c , L ---- o(< Cf -c c , ►A.A.. iL ----0 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 7,lt Date: /pL. 1/�f Hrs.: / 4 L f $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: / rk1ihe 4 Type of Inspection: Yl rl 0--'i 9D0,- 1 Address: I,- S t y Suite #: l 1 Q P Contact Person: Special Instructions: Phone No.: [-Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: IL., c, , (-- Date: -7 )/ 4//--1-Hrs.: ` / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER ( 10 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: )-r e(t7 _ j e54,iv�is_ Type Inspection: Address: /c9 / 7 �/ i S Suite #: ! Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ' A)° lmvc (7A) �;e + 0 D -Pt-A l ro, , Po_pd -T"-01UAt N S 61/vorrv5 b,Q r e c)-QT Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ,in (2_ Date: 7/jc/% Ste' Hrs.: I $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Address: Company Name: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information B.T. Property Investments, LLC. Ben Tran 12400 51st PI. S. Tukwila, WA parcel: 0179002305 (253)583-4414 btran@residentialgrp.com This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. ME' COMP' JV\}ct q\A, �' Date K1 Lo bit Authorized Representative All Climate Zones R-Valued U-Factord Fenestration U-Factor° n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGC° e n/a n/a Ceiling 49J 0.026 Wood Frame Wallgh" 21 int 0.056 Mass Wall R-Value' 21/21" 0.056 Floor 30g 0.029 Below Grade Wall" 10/15/21 int + TB 0.042 Slab° R-Value & Depth 10, 2 ft n/a able R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Each dwelling unit in one and two-family dwellings and townhouses, as defined in Section 101.2 of the International Residential Code shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: 01. Small Dwelling Unit: 0.5 points Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are Tess than 750 square feet of heated floor area. 02. Medium Dwelling Unit: 1.5 points All dwelling units that are not included in #1 or #3, including additions over 750 square feet. 03. Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. Table R406.2 Summary Option Description la Efficient Building Envelope la 0.5 lb Efficient Building Envelope 1b 1.0 lc Efficient Building Envelope lc 2.0 2a Air Leakage Control and Efficient Ventilation 2a 0.5 2b Air Leakage Control and Efficient Ventilation 2b 1.0 2c Air Leakage Control and Efficient Ventilation 2c 1.5 3a High Efficiency HVAC 3a 0.5 3b High Efficiency HVAC 3b 1.0 3c High Efficiency HVAC 3c 2.0 3d High Efficiency HVAC 3d 1.0 4 High Efficiency HVAC Distribution System 1.0 5a Efficient Water Heating 0.5 5b Efficient Water Heating 1.5 6 Renewable Electric Energy 0.5 Total Credits *Please refer to Table R406.2 for complete option descriptions http://www.energy.wsu.edu/Documents/2012%20Res%20Energy.pdf L L rJ RECEIVED CITY OF TUKWILA ❑. 0 AUG 082014 0. PERMIT CENTER 0 1.5 *1200 kwh 0.0 1.50 t4O2LQo Simple Heating System Size: Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2012 Washington State Energy Code (WSEC) and ACCA Manuals J and S. This calculator will calculate heating loads only. ACCA procedures for sizing cooling systems should be used to determine cooling loads. The glazing (window) and door portion of this calculator assumes the installed glazing and door products have an area weighted average U-factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2012 WSEC. Please fill out all of the green drop -downs and boxes that are applicable to your project. As you make selections in the drop -downs for each section, some values will be calculated for you. If you do not see the selection you need in the drop -down options, please call the WSU Energy Extension Program at (360) 956-2042 for assistance. Project Information B.T. P operty;lnvestmen't31It 12400 51`st Pl S. Tukwila , W Parcel::0179002305., t `. Heating System Type: Contact Information 253 ,583 441,4 btran`C1d residentialgrp co`m `: '` All Other Systems 0 He t Pump To see detailed instructions for each section, place your cursor on the word "Instructions". Design Temperature Instructions Tukwila Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) Average Ceiling Height Instructions Average Ceiling Height (ft) Glazing and Doors Instructions Skylights Instructions Insulation Attic Instructions R-49 Design Temperature Difference (AT) 46 oT = Indoor (70 degrees) - Outdoor Design Temp .561 Conditioned Volume ?;9 Q 22,950 U-Factor X Area = 0.30 U-Factor X 0.50 Area = UA 86.70 UA U-Factor X Area = UA 0.026 ` 1 436' r 37.34 Single Rafter or Joist Vaulted Ceilings U-Factor Instructions No Vaulted Ceilings in this project --- Above Grade Walls (see Figure 1) Instructions �.._.,.....,.._...... '- R-21 Intermediate Floors Instructions R-30 Below Grade Walls (see Figure 1) Instructions (t� No Below Grade walls in this project. Slab Below Grade (see Figure 1f No Slab Below Grade in this project Instructions Slab on Grade (see Figure 1) Instructions... i$ No Slab on Grade in this project. Location of Ducts Instructions U-Factor X 0.056 U-Factor X 0.029 U-Factor X Area UA Area 673 Area UA 149.69 UA 73.95 Area UA F-Factor X Length UA F-Factor X Length UA Sum of UA Duct Leakage Coefficient 1.10 Envelope Heat Load Sum of VA AT Air Leakage Heat Load 11,402 Btu / Hour VolumeX 0.6 XATX.015 Building Design Heat Load 27,395 Btu / Hour Air Leakage + Envelope Heat Loss Building and Duct Heat Load 30,134 Btu / Hour Ducts in unconditioned space: Sum of Building Heat Loss X 1.10 Ducts in conditioned space: Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 42,188 Btu / Hour Building and Duct Heat Loss X 1.40 for Forced Air Fumace Building and Duct Heat Loss X 1.25 for Heat Pump 347.67 15,993 Btu / Hour (07/01/13) Pale copr, STRUCTURAL CALCULATION Prepared By RESIDENTIAL GROUP, LLC. *World of Designs & Engineers* 35109 Pacific Highway S. Federal Way, WA 98003 Tel. (253)235-5532, Fax. (253)944-1972 (Job # 14-44AE) EXPIRES 12/28/ Prepared For Wind Speed = 110 mph, Exposure: "B" B.T. Property Investments, LLC 12400 51st P1. S. RECEIVED Tukwila, WA CITY OF TUIKWILA JAN 1 4 2015 CORRECTION PERMIT CENTER LTR# 4 January 13, 2015 bl'4o&o Design by : B.T. 11/14/2014 3:38 PM PROJECT : 14-44AE Achor, Inc. *World of Designs & Engineers* 35109 Pacific Highway S Federal Way, WA 98003 BASIS OF DESIGN BUILDING CODE: 2012 Edition of the International Building Code GRAVITY LOADS: Roof Live Load = 25 psf. (snow) Roof Dead Load = 15 psf. Floor Live Load = 40 psf. (reducible) Floor Dead Load = 12 psf. LATERAL LOAD CRITERIA: Wind Speed = 110 mph, Exposure: B Seismic Site Class: D Seismic Design Category: D FOUNDATION: Spead footings shall bear on firm undisturbed soil 18" minimum below finished grade. Allowable Soil Bearing Pressure = 1,500 psf. DESIGN LOADS ROOF LIVE LOAD: ROOF DEAD LOAD: FLOOR LIVE LOAD: FLOOR DEAD LOAD: Roofing 1/2" Plywood Sheating Insulation Trusses & 1/2" GWB Lighting, Mechanical, Electrical, Misc. Flooring 3/4" Plywood Sheathing Insulation Floor Joists & Beams Lighting, Mechanical, Electrical, Misc. 25.00 PSF (snow load) 7.00 psf (15 psf = tile roof) 2.00 psf 2.00 psf 3.00 psf (6 psf = tile roof) 1.00 psf 15.00 PSF Total Dead Load 40.00 PSF (Reducible) 2.00 psf 3.00 psf 1.00 psf 5.00 psf 1.00 pst 12.00 PSF Total Dead Load *World of Designs & Engineers* 14-44AE. mcd (14-) Design by : B.T. 11/14/2014 3:38 PM PROJECT : 14-44AE Achor, Inc. *World of Designs & Engineers* 35109 Pacific Highway S Federal Way, WA 98003 WOOD: TRUSSES: JOISTS & FAFTERS: 2X4 HF#2 2X6 or Larger HF#2 BEAMS: Width of 4" and Less DF#2 Width of greater than 4" DF#2 LEDGERS AND TOP PLATES: Width of 4" and Less HF#2 STUDS: 2X4 HF#2 2X6 or Larger HF#2 POSTS: 4X4 HF#2 (unless note on plan) 4X6 or Larger HF#2 (unless note on plan) 6X6 or Larger HF#2 (unless note on plan) GLUED -LAMINATED (GLB) BEAM & HEADER: Fb=2,400 PSI, Fv=165 PSI, Fc (Perp) =650 PSI, E=1,800,000 PSI. PARALLAM (PSL) 2.0E BEAM & HEADER: Fb=2,900 PSI, Fv=290 PSI, Fc (Perp) =750 PSI, E=2,000,000 PSI. MICROLAM (LVL) 1.9E BEAM & HEADER: Fb=2,600 PSI, Fv=285 PSI, Pc (Perp) =750 PSI, E=1,900,000 PSI. TIMBERSTRAND (LSL) 1.3E BEAM, HEADER, & RIM BOARD: Fb=1,700 PSI, Fv=400 PSI, Pc (Perp) =680 PSI, E=1,300,000 PSI. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED BY A REGISTERED DESIGN PROFESSIONAL REGISTERED IN THE STATE OF WASHINGTON. UNLESS OTHERWISE SPECIFIED BY LOCAL BUILDING OFFICIAL OR STATUTE, TRUSS DESIGNS BEARING THE SEAL AND SIGNATURE OF THE TRUSS DESIGNER SHALL BE AVAILABLE AT TIME OF INSPECTION. ENGINEERED I -JOISTS -FLOOR JOISTS & BEAMS OF EQUAL OR BETTER CAPACITY MAY BE SUBSTITUTED FOR THOSE SHOWN ON THIS PLAN, "EQUAL" IS DEFINED AS HAVING MOMENT CAPACITY, SHEAR CAPACITY, AND STIFFNESS WITHIN 3% OF THE SPECIFIED JOISTS OR BEAMS. *World of Designs & Engineers* 14-44AE. mcd Design by : B.T. 11/14/2014 3:38 PM PROJECT : 14-44AE Achor, Inc. *World of Designs & Engineers* 35109 Pacific Highway S Federal Way, WA 98003 LATERAL. ANALYSIS BASED ON 2012 INTERNATIONAL BUILDING CODE AS MODIFIED BY LOCAL JURISDICTION. Lateral Forces will be distributed along lines of Force/Resistance. Lines of Force/Resistance will be investigated for both wind and seismic lateral Ioads.(Vertical component of earthquake ground motion neglected for Lateral Force Resisting System w/ Allowable Stress Design) SEISMIC DESIGN SEISMIC DESIGN BASEDASCE 7-10 CHAPTER 12 SECTION 12.14 SIMPLIFIED ALTERNATIVE STRUCTURAL DESIGN CRITERIA FOR SIMPLE BEARING WALL SINGLE FAMILY DWELLING, LIGHT FRAME CONSTRUCTION LESS THAN THREE STORIES IN HEIGHT (EXCLUDING BASEMENT). Seismic Design Data: —Soils Site Class D (Assumed) —Seismic Design Category D1/D2 IE:= 1.0 R:= 6.5 Ss := 1.59 Si := 0.552 Fa := 1.00 Fv := 1.5 For Seismic Use Group I occupancy (ASCE 7-10 Table 11.5-1) Light Framed Walls w/ Wood Shear Panels (ASCE 7-10 Table 12.14-1) Mapped Maximum Considered Earthquake Spectral Response Acceleration Short -Period Mapped Maximum Considered Earthquake Spectral Response Acceleration 1-Second Period Site Coefficient based on Site Class & Ss (ASCE 7-10 Table 11.4-1) Site Coefficient based on Site Class & Si (ASCE 7-10 Table 11.4-2) W,wx Seismic Weight of Overall Structure, Seismic Weight of Structure above Level x (LB.) ASCE 7-05 Eq. 11.4-1 Sms = Ss•Fa Sms = 1.59 ASCE 7-05 Eq. 11.4-2 Smi := SI•F, Smi = 0.83 ASCE 7-05 Eq. 11.4-3 SDS 3'Sms SDS = 1.06 ASCE 7-05 Eq. 11.4-4 SDI := 3'Sml SDI = 0.55 *World of Designs & Engineers* 14-44AE.mcc NA 1. IC %9%9 1.%9 Z.40 6%91 1 � l Title : Dsgnr: Project Desc.: Project Notes : Wood Beam Description : 1. Entry Header Material Properties Analysis Method : Allowable Stress Design Load Combination 2006 IBC & ASCE 7-05 Wood Species Wood Grade Beam Bracing i Job # Print+d• 14 NOV 2014, 3:57PM ENERCALC, INC. 1983-2011, Build:6.11.6,23, Ver.6.11.6.23 Calculations per NDS 2005, IBC 2009, CBC 2010, ASCE 7-05 Fb - Tension Fb - Compr Fc - Prii Fc - Perp Fv Ft : Beam is Fully Braced against lateral -torsion buckling D(0.33L(0.55) : Douglas Fir - Larch (North) : No.2 Applied Loads Uniform Load : D = 0.330, L = 0.550 , Tributary Width = 1.0 ft DESIGN SUMMARY (Maximum Bending Stress Ratio = Section used for this span fb : Actual FB : Allowable = Load Combination Location of maximum on span = Span # where maximum occurs = Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection 6x10 875 psi E : Modulus of Elasticity 875 psi Ebend- xx 1300 ksi 600 psi Eminbend - xx 470ksi 625 psi 170 psi 425psi Density 31.57pcf $ Span = 7.0 ft Service loads entered. Load Factors will be applied for calculations. 0.894 1 Maximum Shear Stress Ratio 6x10 Section used for this span 781.83psi fv : Actual 875.00psi Fv : Allowable +D+L+H Load Combination 3.500ft Location of maximum on span Span # 1 Span # where maximum occurs 0.059 in Ratio = 1432 0.000 in Ratio = 0 <360 0.094 in Ratio = 895 0.000 in Ratio = 0 <180 Maximum Forces & Stresses for Load Combinations Load Combination Segment Length +0 Max Stress Ratios Span # M V Length = 7.0 ft 1 0.335 0.152 +D+L+H Length = 7.0 ft 1 0.894 0.406 +D+0.750Lr+0.750L+H Length = 7.0 ft 1 0.754 0.342 +D+0.750L+0.750S+H Length = 7.0 ft 1 0.754 0.342 +D+0.750Lr+0.750L+0.750W+H Length = 7.0 ft 1 0.754 0.342 +0+0.750L+0.750S+0.750W+H Length = 7.0 ft 1 0.754 0.342 +D+0.750Lr+0,750L+0.5250E+H Length = 7.0 ft 1 0.754 0.342 +0+0.750 L+0.750 S+0.5250 E+H Length = 7.0 ft 1 0.754 0.342 Design OK 0.406 : 1 6x10 68.97 psi 170.00 psi +D+L+H 6.230ft Span # 1 Summary of Moment Values Summary of Shear Values C d C FN Cr Cm C t Mactual fb-design Fb-allow Vactual fv-design Fv-allow 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 2.02 293.19 5.39 781.83 4.55 659.67 4.55 659.67 4.55 659.67 4.55 659.67 4.55 659.67 4.55 659.67 875.00 875.00 875.00 875.00 875.00 875.00 875.00 875.00 0.90 25.86 170.00 2.40 68.97 170.00 2.03 58.19 170.00 2.03 58.19 170.00 2.03 58.19 170.00 2.03 58.19 170.00 2.03 58.19 170.00 2.03 58.19 170.00 Title : Dsgnr: Project Desc.: Job # Wood Beam Description : 2. Window Header Material Properties Analysis Method : Allowable Stress Design Load Combination 2006 IBC & ASCE 7-05 Wood Species Wood Grade Beam Bracing Applied Loads Uniform Load : D = 0.330, L = 0.550 , Tributary Width =1.0 ft DESIGN SUMMARY Project Notes : Printzd 14 NOV 2014, 414PM e: s:11-PROJECT NO, architect & engineers12014, Projects114-44AE, 12517 51st PL S. Tukwila (B.T.)114-44ae.ec6 ENERCALC, INC.1983-2011, Build:6.11.6.23, Ver:6.11.6.23 Licensee Calculations per NDS 2005, IBC 2009, CBC 2010, ASCE 7-05 Fb - Tension Fb - Compr Fc - Prll Fc - Perp : No.2 Fv Ft : Beam is Fully Braced against lateral -torsion buckling D(0.33) L(0.55) : Douglas Fir - Larch (North) 'Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection 875 psi 875 psi 600 psi 625 psi 170 psi 425 psi E : Modulus of Elasticity Ebend- xx 1300ksi Eminbend - xx 470ksi Density 31.57 pcf Service loads entered. Load Factors will be applied for calculations. 0.468 1 Maximum Shear Stress Ratio 6x8 Section used for this span 409.60psi fv : Actual 875.00psi Fv : Allowable +D+L+H Load Combination 2.000ft Location of maximum on span Span # 1 Span # where maximum occurs 0.013 in Ratio = 0.000 in Ratio = 0.020 in Ratio = 0.000 in Ratio = Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V +D Length = 4.0 ft 1 0.176 0.097 +D+L+H Length = 4.0 ft 1 0.468 0.260 +D+0.750Lr+0.750L+H Length = 4.0 ft 1 0.395 0.219 +D+0.750L+0.750S+H Length = 4.0 ft 1 0,395 0.219 +D+0.750Lr+0.750L+0.750W+H Length = 4.0 ft 1 0.395 0.219 +D+0.750L+0.750S+0.750W+H Length = 4.0 ft 1 0.395 0.219 +D+0.750Lr+0.750L+0.5250E+H Length = 4.0 ft 1 0.395 0.219 +D+0.750 L+0.750 S+0.5250 E+H Length = 4.0 ft 1 0.395 0.219 3778 0 <360 2361 0 <180 Desi. n OK 0.260 : 1 6x8 44.16 psi 170.00 psi +D+L+H 0.000 ft Span # 1 Summary of Moment Values Summary of Shear Values C d C FN Cr Cm C t Mactual fb-design Fb-allow Vactual fv-design Fv-allow 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1;000 1.000 0.66 153.60 875.00 1.000 1.000 1.000 1.000 1.000 1.000 1.76 409.60 875.00 1.000 1.000 1.000 1.000 1.000 1.000 1.49 345.60 875.00 1.000 1.000 1.000 1.000 1.000 1.000 1.49 345.60 875.00 1.000 1.000 1.000 1.000 1.000 1.000 1.49 345.60 875.00 1.000 1.000 1.000 1.000 1.000 1.000 1.49 345.60 875.00 1.000 1.000 1.000 1.000 1.000 1.000 1.49 345.60 875.00 1.000 1.000 1.000 1.000 1.000 1.000 1.49 345.60 875.00 0.46 16.56 170.00 1.21 44.16 170.00 1.02 37.26 170.00 1.02 37.26 170.00 1.02 37.26 170.00 1.02 37.26 170.00 1.02 37.26 170.00 1.02 37.26 170.00 Wood Beam # Description : 3. Window Header Material Properties Analysis Method : Allowable Stress Design Load Combination 2006 IBC & ASCE 7-05 Title : Dsgnr: Project Desc.: Project Notes : Job # Printed- 14 NOV 2014. 414PM e: s:\1-PROJECT NO, architect & engineers12014, Projects\14-44AE, 12517 51st PL S. Tukwila (B.T.)114 44ae.ec6 ENERCALC, INC.1983-2011, Build:6.11.6.23, Ver.6.11.6.23 ''LicensefiN Calculations per NDS 2005, IBC 2009, CBC 2010, ASCE 7-05 Fb - Tension Fb - Compr Fc - Prll Wood Species : Douglas Fir - Larch (North) Fc - Perp Wood Grade : No.2 Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsion buckling ............................................... D(0.045) L(0.075) + + Applied Loads Uniform Load : D = 0.0450, L = 0.0750 , Tributary Width = 1.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span = Span # where maximum occurs = Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection Span = 3.750 ft 0.05€ 1 6x8 49.09 psi 875.00 psi +D+L+H 1.875ft Span # 1 875 psi 875 psi 600 psi 625 psi 170 psi 425 psi + E : Modulus of Elasticity Ebend- xx 1300 ksi Eminbend xx 470 ksi Density 31.57 pcf Service loads entered. Load Factors will be applied for calculations. Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.001 in Ratio = 0.000 in Ratio = 0.002 in Ratio = 0.000 in Ratio = Maximum Forces & Stresses for Load Combinations Load Combination Segment Length Max Stress Ratios Span # M V Cd CFN +D Length = 3.750 ft 1 0.021 +D+L+H Length = 3.750 ft 1 0.056 +D+0.750Lr+0.750L+H Length = 3.750 ft 1 0.047 +D+0.750L+0.750S+H Length = 3.750 ft 1 0.047 +D+0.750Lr+0.750L+0.750W+H Length = 3.750 ft 1 0.047 +D+0.750L+0.750S+0.750W+H Length = 3.750 ft 1 0.047 +D+0.750Lr+0.750L+0.5250E+H Length = 3.750 ft 1 0.047 +D+0.750L+0.750S+0.5250E+H Length = 3.750 ft 1 0.047 0.012 1.000 0.032 1.000 0.027 1.000 0.027 1,000 0.027 1.000 0.027 1.000 0.027 1.000 0.027 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 33627 0 <360 21017 0 <180 Cr Cm Ct 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Summary of Moment Values Desi`• n OK,, 0.032 : 1 6x8 5.48 psi 170.00 psi +D+L+H 3.131 ft Span # 1 Summary of Shear Values Mactual fb-design Fb-allow 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 0.08 18.41 875.00 0.21 49.09 875.00 0.18 41.42 875.00 0.18 41.42 875.00 0.18 41.42 875.00 0.18 41.42 875.00 0.18 41.42 875.00 0.18 41.42 875.00 Vactual fv-design Fv-allow 0.06 2.06 170.00 0.15 5.48 170.00 0.13 4.63 170.00 0.13 4.63 170.00 0.13 4.63 170.00 0.13 4.63 170.00 0.13 4.63 170.00 0.13 4.63 170.00 Title : Dsgnr: Project Desc.: Project Notes : Job # Printed 14 NOV 2014. 4 0 PM Wood Beam Description : 4. Small Garge Door Header Material Properties Analysis Method : Allowable Stress Design Load Combination 2006 IBC & ASCE 7-05 Wood Species Wood Grade : Douglas Fir - Larch (North) No.2 Beam Bracing : Beam is Fully Braced against lateral -torsion buckling e: s:11-PROJECT NO, architect & engineers12014, Projects114-44AE, 12517 51st PL S. Tukwila (B.T.)114-44ae.ec6 ENERCALC, INC. 1983-2011, Build:6.11.6.23, Ver.6.11.6.23 Licensee : Calculations per NDS 2005, IBC 2009, CBC 2010, ASCE 7-05 Fb - Tension 875.0 psi E : Modulus of Elasticity Fb - Compr 875.0 psi Ebend- xx 1,300.0 ksi Fc - Prll 600.0 psi Eminbend xx 470.0 ksi Fc - Perp 625.0 psi Fv 170.0 psi Ft 425.0 psi Density D(0.045) L(0.075) Applied Loads Uniform Load : D = 0.0450, L = 0.0750 , Tributary Width = 1.0 ft DESIGN SUMMARY __.......... Maximum Bending Stress Ratio = 0.109 1 Section used for this span 6x12 fb : Actual = 95.03psi FB : Allowable = 875.00psi Load Combination +D+L+H Location of maximum on span = 4.000ft Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection 31.570 pcf i Span = 8.0 ft Service loads entered. Load Factors will be applied for calculations. Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.008 in Ratio = 0.000 in Ratio = 0.012 in Ratio = 0.000 in Ratio = Maximum Forces & Stresses for Load Combinations 12486 0 <360 7803 0 <180 Design OK 0.052 : 1 6x12 8.77 psi 170.00 psi +D+L+H 0.000 ft Span # 1 Load Combination Max Stress Ratios Segment Length Span # M V Summary of Moment Values Summary of Shear Values C d C FN Cr Cm C t Mactual fb-design Fb-allow Vactual fv-design Fv-allow +D Length = 8.0 ft +D+L+H Length = 8.0 ft +D+0,750Lr+0.750L+H Length =8.0ft +D+0.750L+0.750S+H Length = 8.0 ft 1 +D+0.750Lr+0.750L+0.750W+H Length = 8.0 ft 1 +D+0.750 L+0.7505+0.750 W+H Length = 8.0 ft 1 +D+0.750 L r+0.750 L+0.5250 E+H Length = 8.0 ft 1 +D+0.750L+0.7505+0.5250E+H Length = 8.0 ft 1 1 0.041 0.019 1 0.109 0.052 1 0.092 0.044 0.092 0.044 0.092 0.044 0.092 0.044 0.092 0.044 0.092 0.044 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 0.36 35.63 875.00 0.96 95.03 875.00 0.81 80.18 875.00 0.81 80.18 875.00 0.81 80.18 875.00 0.81 80.18 875.00 0.81 80.18 875.00 0.81 80.18 875.00 0.14 3.29 170.00 0.37 8.77 170.00 0.31 7.40 170.00 0.31 7.40 170.00 0.31 7.40 170.00 0.31 7.40 170.00 0.31 7.40 170.00 0.31 7.40 170.00 .Wood Beam Description : 5. Large Garage Door Header Material Properties Title : Dsgnr: Project Desc.: Project Notes : Job # Printed 14 NOV 2014, 4:14PM e: s:11-PROJECT NO architect & engineers12014, Projects114-44AE, 12517 51 st PL S. Tukwila (B.T.)114-44ae.ec6 ENERCALC, INC. 1983-2011, Build:6.11.6.23, Ver:6.11.6.23 Licensee Calculations per NDS 2005, IBC 2009, CBC 2010, ASCE 7-05 Analysis Method : Allowable Stress Design Load Combination 2006 IBC & ASCE 7-05 Fb - Tension Fb - Compr Fc - Prll Wood Species : Douglas Fir - Larch (North) Fc - Perp Wood Grade : No.2 Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsion buckling i Applied Loads Uniform Load : D = 0.0450, L = 0.0750 , Tributary Width = 1.0 ft DESIGN SUMMARY .Maximum Bending Stress Ratio = Section usedfor this span fb : Actual = FB : Allowable = Load Combination Location of maximum on span = Span # where maximum occurs = Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection D(0.045) L(0.075) Span = 16.0 ft 875 psi 875 psi 600 psi 625 psi 170 psi 425 psi E : Modulus of Elasticity Ebend- xx Eminbend - xx Density 1300 ksi 470 ksi 31.57pcf Service loads entered. Load Factors will be applied for calculations. 0.434 1 Maximum Shear Stress Ratio 6x12 Section used for this span 380.11 psi fv : Actual 875.00psi Fv : Allowable +D+L+H 8.000ft Span # 1 0.123 in 0.000 in 0.197 in 0.000 in Maximum. Forces & Stresses for Load Combinations Ratio = Ratio = Ratio = Ratio = Load Combination Location of maximum on span Span # where maximum occurs 1560 0 <360 975 0 <180 0.119 : 1 6x12 20.26 psi 170.00 psi +D+L+H 15.120ft Span # 1 Load Combination Max Stress Ratios Segment Length Span # M V Cd CFN Summary of Moment Values Summary of Shear Values Cr Cm C t Mactual fb-design Fb-allow +D Length =16.0 ft 1 0.163 0.045 1.000 +D+L+H Length = 16.0 ft 1 0.434 0.119 1.000 +D+0.750Lr+0.750L+H Length = 16.0 ft 1 0.367 0.101 1.000 +D+0.750L+0.750S+H Length =16.0 ft 1 0.367 0.101 1.000 +D+0.750Lr+0.750L+0.750W+H Length = 16.0 ft 1 0.367 0.101 1.000 +D+0.750L+0.750S+0.750W+H Length = 16.0 ft 1 0.367 0.101 1.000 +D+0.750Lr+0.750L+0.5250E+H Length =16.0 ft 1 0.367 0.101 1.000 +0+0.750L+0.750S+0.5250E+4-I Length = 16.0 ft 1 0.367 0.101 1.000 1.000 1.000 1.000 1.000 1.44 142.54 875.00 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 3.84 380.11 875.00 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 3.24 320.71 875.00 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 3.24 320.71 875.00 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 3.24 320.71 875.00 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 3.24 320.71 875.00 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 3.24 320.71 875.00 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 3.24 320.71 875.00 Vactual fv-design Fv-allow 0.32 7.60 170.00 0.85 20.26 170.00 0.72 17.10 170.00 0.72 17.10 170.00 0.72 17.10 170.00 0.72 17.10 170.00 0.72 17.10 170.00 0.72 17.10 170.00 rgp r *AnP P.& s• C. • , zoo 6,0 1 4* I \I" • 'ri r SbUlk" )(,! ,1 „I .16414PATIGN Ntismitav F 7 22 33, / ACCESS 24 r C"jkle*E" RR,ER TEMP'. —24 PLAN 24' a 2 • CPC POST PIER al/ PT F. COO Fra ILAILOLGEgg. 11 OCCn ve• Tri-TEP 5CP 341E," I LOSOITO L c's.r. PEG. Title : Dsgnr: Project Desc.: Job # Wood Beam Description : 6. Pier Beam Material Properties Analysis Method : Allowable Stress Design Load Combination 2006 IBC & ASCE 7-05 Wood Species Wood Grade Beam Bracing Project Notes : Printed 14 NOV 2014, 4:14PM e: s:11-PROJECT NO, architect & engineers12014, Projects114.44AE,12517 51 st PL S. Tukwila (B.T.)114-44ae.ec6 ENERCALC, INC.1983-2011, Build:6.11.6.23, Ver:6.11.6.23 Licensee,: Calculations per NDS 2005, IBC 2009, CBC 2010, ASCE 7-05 Fb - Tension Fb - Compr Fc - Prll Fc - Perp : No.2 Fv Ft : Beam is Fully Braced against lateral -torsion buckling : Hem Fir (north) Applied Loads Uniform Load : D = 0.0840, L = 0.280 , DESIGNSUMMARY ............................................... 'Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection D(0.084 L(0.28) 675 psi 675 psi 475 psi 405 psi 135 psi 325 psi E : Modulus of Elasticity Ebend- xx Eminbend - xx Density 1100 ksi 400 ksi 29.64 pcf Span =6.Oft Service loads entered. Load Factors will be applied for calculations. Tributary Width = 1.0 ft 0.486: 1 4x10 393.82 psi 810.00psi +D+L+H 3.000ft Span # 1 0.032 in 0.000 in 0.042 in 0.000 in Maximum Forces & Stresses for Load Combinations Load Combination Segment Length Max Stress Ratios Span # M V +0 Length = 6.0 ft 1 +D+L+H Length = 6.0 ft 1 +D+0.750Lr+0.750L+H Length = 6.0 ft 1 +D+0.750L+0.750S+H Length = 6.0 ft 1 +D+0.750Lr+0.750L+0.750W+H Length = 6.0 ft 1 +D+0.750L+0.750S+0.750W+H Length =6.0ft 1 +D+0.750 L r+0.750 L+0.5250 E+H Length = 6.0 ft 1 +D+0.750L+0.750S+0.5250E+H Length = 6.0 ft 1 Cd CFN 0.112 0.065 1.000 1.200 1.200 0.486 0.281 1.000 1.200 1.200 0.393 0.227 1.000 1.200 1.200 0.393 0.227 1.000 1.200 1.200 0.393 0.227 1.000 1.200 1.200 0.393 0.227 1.000 1.200 1.200 0.393 0.227 1.000 1.200 1.200 0.393 0.227 1.000 1.200 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs Ratio = Ratio = Ratio = Ratio = 2221 0 <360 1708 0 <180 Summary of Moment Values Desi • n OK 0.281 : 1 4x10 37.95 psi 135.00 psi +D+L+H 0.000 ft Span # 1 Summary of Shear Values Cr Cm C t Mactual fb-design Fb-allow 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 0.38 90.88 810.00 1.64 393.82 810.00 1.32 318.08 810.00 1.32 318.08 810.00 1.32 318.08 810.00 1.32 318.08 810.00 1.32 318.08 810.00 1.32 318.08 810.00 Vactual fv-design Fv-allow 0.19 8.76 135.00 0.82 37.95 135.00 0.66 30.65 135.00 0.66 30.65 135.00 0.66 30.65 135.00 0.66 30.65 135.00 0.66 30.65 135.00 0.66 30.65 135.00 Title : Dsgnr: Project Desc.: Job # Wood Beam Lic Description : 7. Floor Joist Material Properties Project Notes : Printed 14 NOV 2014, 4:14P( e: s:11-PROJECT NO, architect & engineers12014, Projects114-44AE, 12517 51st PL S. Tukwila (B.T.)114-44ae.ec6 ENERCALC, INC. 1983-2011, Build:6.11.6.23, Ver:6.11.6.23 Calculations per NDS 2005, IBC 2009, CBC 2010, ASCE 7-05 Analysis Method : Allowable Stress Design Load Combination 2006 IBC & ASCE 7-05 Wood Species Wood Grade Beam Bracing Fb - Tension Fb - Compr Fc - Fri! Fc - Perp : No.2 Fv Ft : Beam is Fully Braced against lateral -torsion buckling : Douglas Fir - Larch (North) Applied Loads Uniform Load : D = 0.0160, L = 0.0530 , Tributary Width = 1.0 ft DESIGN SUMMARY 'Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection 0.985 1 2x10 948.36 psi 962.50 psi +D+L+H 7.000ft Span # 1 875 psi 875 psi 600 psi 625 psi 170 psi 425 psi E : Modulus of Elasticity Ebend- xx Eminbend - xx Density 1300 ksi 470 ksi 31.57 pcf Service loads entered. Load Factors will be applied for calculations. Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.359 in Ratio = 0.000 in Ratio = 0.467 in Ratio = 0.000 in Ratio = Maximum Forces & Stresses for Load Combinations 467 0 <360 359 0 <180 Des • n OK. 0.273 : 1 2x10 46.47 psi 170.00 psi +D+L+H 13.230 ft Span # 1 Load Combination Segment Length Span # M Max Stress Ratios V Cd CF/V Summary of Moment Values Summary of Shear Values Cr Cm C t Mactual fb-design Fb-allow +D Length =14.0 ft 1 0.228 0.063 +D+L+H Length = 14.0 ft 1 0.985 0.273 +D+0.750Lr+0.750L+H Length = 14.0 ft 1 0.796 0.221 +D+0.750L+0.750S+H Length = 14.0 ft 1 0.796 0.221 +D+0.750Lr+0.750L+0.750W+11 Length = 14.0 ft 1 0.796 0.221 +0+0.750L+0.750S+0.750W+H Length = 14.0 ft 1 0.796 0.221 +D+0.750 L r+0.750 L+0.5250 E+H Length = 14.0 ft 1 0.796 0.221 +D+0.750L+0.750S+0.5250E+H Length = 14.0 ft 1 0.796 0.221 1.000 1.100 1.100 1.000 1.100 1.100 1.000 1.100 1.100 1.000 1.100 1.100 1.000 1.100 1.100 1.000 1.100 1.100 1.000 1.100 1.100 1.000 1.100 1.000 1.000 1.000 0.39 219.91 962.50 1.000 1.000 1.000 1.000 1.000 1.000 1,69 948.36 962.50 1.000 1.000 1.000 1.000 1.000 1.000 1.37 766.25 962.50 1.000 1.000 1.000 1.000 1.000 1.000 1.37 766.25 962.50 1.000 1.000 1.000 1.000 1.000 1.000 1.37 766.25 962.50 1.000 1.000 1.000 1.000 1.000 1.000 1.37 766.25 962.50 1.000 1.000 1.000 1.000 1.000 1.000 1.37 766.25 962.50 1.000 1.000 1.000 1.000 1.000 1.000 1.37 766.25 962.50 Vactual fv-design Fv-allow 0.10 10.78 170.00 0.43 46.47 170.00 0.35 37.55 170.00 0.35 37.55 170.00 0.35 37.55 170.00 0.35 37.55 170.00 0.35 37.55 170.00 0.35 37.55 170.00 Design by : B.T. 11/14/2014 3:38 PM PROJECT : 14-44AE Achor, Inc. `World of Designs & Engineers* 35109 Pacific Highway S Federal Way, WA 98003 SEISMIC WEIGHT OF STRUCTURE CHECK FOR EACH LEVEL: Roof Slope Adjustment Factor: S:= r 1r S=1.12 cos( atanl 21) ROOF PLAN AREA EACH LEVEL: PLAN PERIMETER FOR EACH LEVEL: R1 := 3946ft2•S (Upper Roof Area) Weight of Structure at Each Level: Story Weight at Main level: w1 := 15•psf•(R1) + 10•psf•8•ft•(P1) Shear at each Level: F:= 1.0 (F• SDS. W 1) VIB:— R P1 := 2(70ft) + 2(60ft) (Main Floor) (weight of roof, and wall) F=1.0 for one-story building F=1.1 for two-story building F=1.2 for three-story building VIE = 14183.851b Story Shear at Main Floor *World of Designs & Engineers* 673D 14-44AE. mcd Design by : B.T. 11/14/2014 3:38 PM PROJECT : 14-44AE Achor, Inc. *World of Designs & Engineers* 35109 Pacific Highway S Federal Way, WA 98003 WIND DESIGN USE ANALYTICAL PROCEDURE OF ASCE 7-10 SECTION 6.5 ENCLOSED LOW-RISE BUILDING LESS THAN 60 FEET IN HEIGHT WIND EXPOSURE = B 110 mph WIND SPEED Equation 6-18 p=gh[(GCpf) - (GCp1)] Mean Roof Height h := 20•ft qh = 0.00256KZKZtKdv2l = Velocity Pressure Evaluated at mean Roof Height h (Equation 6-15) GCpf = External Pressure Coefficients per Figure 6-10 GCpf = Internal Pressure Coefficients per Figure 6-5 K15 := 0.70 K20 := 0.70 K25 := 0.70 K30 := 0.70 K40 := 0.76 Kd := 0.85 v:= 110 1 := 1.0 Velocity Pressure Exposure Coefficients at z < 15ft (Table 6-3) Velocity Pressure Exposure Coefficients at 15ft < z < 20ft (Table 6-3) Velocity Pressure Exposure Coefficients at 20ft < z < 25ft (Table 6-3) Velocity Pressure Exposure Coefficients at 25ft < z < 30ft (Table 6-3) Velocity Pressure Exposure Coefficients at 30ft < z < 40ft (Table 6-3) Wind Directionality Factor (Table 6-4). Wind Speed per Hours (Figure 6-1). Important Factor (Table 6-1). *World of Designs & Engineers* 14-44AE. mcd Design by : B.T. 11/14/2014 3:38 PM PROJECT: 14-44AE Achor, Inc. *World of Designs & Engineers* 35109 Pacific Highway S Federal Way, WA 98003 Velocity Pressure (qz) Evaluated at Height z (Equation 6-15) q15:= 0.00256•K15•1(d•v2.I q15 = 18.43 q20 := 0.00256•K20•Kd•v2•I q20 = 18.43 q25 := 0.00256•K25•Kd•v2•I A25 = 18.43 q30 0.00256•K30•Kd•v2.1 q30 = 18.43 q40 0.00256•K40•Kd-v2•I q40 = 20.01 Internal Pressure Coefficients (Figure 6-5) GCp• :_ .18 +/- The Internal Pressures on Windward and Leeward Walls will offset each other for the lateral design of the overall building and will therefore be ignored for this application. External Pressure Coefficients w/ Roof Pitch = 7/12 (30 degrees) to 12/12 (45 degrees) (Conservatively taken from Figure 6-10) GCpfl := .56 GCpfl E := .69 GCp f2 := .21 GCpf2E :_ .27 GCpf3 := —.43 GCpf3E:= —.53 GCpf4 := —.37 GCpf4E :_ —.48 *World of Designs & Engineers* 14-44AE. mcd Design by : B.T. 11/14/2014 3:38 PM PROJECT : 14-44AE Achor, Inc. *World of Designs & Engineers* 35109 Pacific Highway S Federal Way, WA 98003 P15.1 Q15.(GCpfl)•psf P15.2 := A15.(GCpf2)•psf P15.3 915.(GCpf3)•psf P15.4 Q15.(GCpf4).psf P20.1 G20.(GCpf1)•psf P20.2 g120.(GCpf2)'Psf P20.3 920'(GCpf3)•psf P20.4 920'(GCpf4)'Psf P25.1 925.(GCpfl)'Psf P25.2 Q25'(GCpf2)'Psf P25.3 g25'(GCpf3)•Psf P25.4 g25.(GCpf4)•Psf P30.1 := P30.2 P30.3 P30.4 g30.(GCpn)•psf g30.(GCpf2)•psf g30.(GCpf3)•psf g30.(GCpf4)•Psf P40.1 g40.(GCpfl)'psf P40.2 g40.(GCpf2)•psf P40.3 = g40•(GCpf3)•psf P40.4 g40.(GCp4Psf P15.1 = 10.321bft 2 1315.2=3.871bft2 P15.3=-7.931bft2 1315.4=-6.821bft2 P20.1 = 10.321b ft2 P20.2 = 3.87 Ib ft2 P20.3 =-7.93 1bft 2 P20.4 =-6.82 1bft 2 P25.1 = 10.321b ft 2 P25.2=3.871bft2 P25.3 = -7.93 Ibft 2 P25.4 =-6.821b ft 2 P30.1 = 10.321b ft 2 P30.2=3.871bft2 P30.3=-7.93Ibft2 P30.4=-6.821bft2 P40.1 = 11.21 1b ft 2 P40.2=4.2Ibft2 P40.3=-8.61bft2 P40.4=-7.41bft2 P15.1E 915.(GCpf1E).psf P15.2E := 915.(GCpf24Psf P15.3E A15.(GCpf3E)•psf P15.4E A15.(GCpf44Psf P20.1E 920'(GCpflE)'Psf P20.2E 920.(GCpf2E)'Psf P20.3E a20.(GCpf3E)'Psf P20.4E Q20'(GCpf44Psf P25.1E := 925.(GCpflE)'Psf P25.2E g25'(GCpf2E)'Psf P25.3E g25.(GCpf3E)'Psf P25.4E g25'(GCpf4E)'Psf P30.1 E g30'(GCpfl E)' Psf P30.2E = g30.(GCpf2E)•psf P30.3E g30.(GCpf34psf P30.4E g30.(GCpf4E)'Psf P40.1E g40.(GCpnE)'Psf P40.2E g40'(GCpf2E)•psf P40.3E g40.(GCpf3E)•psf P40.4E:= g40'(GCpf4E)'Psf P15.1E = 12.721bf1 2 P15.2E = 4.981bft-2 P15.3E=-9.771bft2 P15.4E = -8.85Ibft 2 P20.1 E = 12.721b ft2 P20.2E = 4.98 Ib ft 2 P20.3 E = -9.77 lb ft 2 P20.4E = -8.85 lb ft 2 P25.1 E = 12.721 b ft 2 P25.2E = 4.981b ft 2 P25.3E = -9.77 Ib ft-2 P25.4E = -8.851b ft 2 P30.1 E = 12.721b ft2 P30.2E=4.981bft2 P30.3E=-9.77Ibft2 P30.4E = -8.85 lb ft 2 P40.1 E = 13.811b ft2 P40.2E=5.41b$2 P40.3E=-10.61Ibft2 P40.4E = -9.61 lb ft 2 *World of Designs & Engineers* 14-44AE.mcd FRONT ELEVATION Design by : B.T. 11/14/2014 3:38 PM PROJECT: 14-44AE Achor, Inc. *World of Designs & Engineers* 35109 Pacific Highway S Federal Way, WA 98003 WIND AT UPPER LEVEL --(all sides) W1 (P15.1 - P15.4)' loft + (P20.1 - P20.4)'5ft END ZONE WIND AT UPPER LEVEL —(all sides)------ WIE (P15.1E — P15.44l0ft + (P20.1E — P20.445ft But not less than 10 psf over the projected vertical plane. W1 := 10•psf•13•ft W1=1301bft1 W1E = 323.461bft 1 *World of Designs & Engineers* 14-44AE. mcd Design by : B.T. 11/14/2014 3:38 PM PROJECT : 14-44AE Achor, Inc. *World of Designs & Engineers* 35109 Pacific Highway S Federal Way, WA 98003 Shear wall line A: Step 1. Wind analysis on wall Wind Toads per foot: W 1= 1301b ft-1 Wig = 323.461b ft 1 Distance between shear wall: L1 := 38.ft Shear wall panels: La := (8 + 8 + 22.5)ft La = 38.5 ft Percent full height sheathing: Wind Force: va (10•ft) 10.ft Max Opening Height = Oft-0in, Therefore Co:= 1.00 per IBC Table 2305.3.8.2 (W1 + W1E) LI 2 2 va = 111.8916 ft 1 va = 111.891b ft La Co Step 2. Seismic analysis on wall Wind loads per foot Seismic Weight per level: V1E = 14183.851b Seismic Force: Ea :- VIE LI 0.7p • - - Lt 2 La Assumed p := 1.0 Ea = 701b ft-1 Step 3. Checking Overturning Moment & Holdown on Wall Bldg Width in direction of Load: Lt := 70.ft E-a1=701bft Co Seismic loads per foot Overturning Moment on Wall: Plate Height: Pt := 9.0•ft La:= 8•ft OTM := va•La Pt OTM = 8056.2616ft Dead Load Resisting Overturning: WR:= 0.6(l5•psf)•2•ft•La+ 0.6410•psf)•Pt•La La DLRM := WR•- 2 Base Plate Nail Spacing (2003 NDS Tabie11N) 16d Common Nails & 1-1/2" Plate Hem -Fir ZN := 122•lb CD := 1.33 Z'N := ZN•CD Z'N = 162.2616 B := Z'N B = 1.45 ft Per Nail p va p DLRM = 230416 ft Anchor Bolt Spacing (2003 NDS Table 11 E) Holdown Force & Net Uplift: OTM - DLRM HDFa Co•La Step 4. Shear Wall Summary: HDFa = 719.03 Ib 5/8" Dia. Bolt (6" Embed) & 1-1/2" Plate Hem -Fir As := 830•Ib CD := 1.6 ZB := As•CD Zg = 13281b As := ZB Co As = 11.87 ft Per Bolt va Wind Force: va = 111.891bft1 Co B.P. Nailing Spacing A.B. Spacing Holdown Force: Bp = 1.45 ft As = 11.87 ft HDFa = 719.03 Ib 16d @ 12" o.c. P1-6: 7/16" Sheathing w/ 8d nails @ 6" O.C. Wind Capacity = 339 plf Seismic Capacity = 242 plf Seismic Force: Ea -1 = 7016 ft Co 5/8" A.B. @ 77' o.c. Holdown Types: No Holdown *World of Designs & Engineers* 14-44AE. mcd Design by : B.T. 11/14/2014 3:38 PM PROJECT : 14-44AE Achor, Inc. *World of Designs & Engineers* 35109 Pacific Highway S Federal Way, WA 98003 Shear wall line B: Step 1. Wind analysis on wall Wind loads per foot: W1=130Ib1 ft W1E=323.461bft 1 Distance between shear wall: LI := 32.ft Shear wall panels: Lb := (6 + 16 + 5 + 19)ft Lb = 46 ft Percent full hei •ht sheathin o 10 ft % 9 9 /o := 100 = ] 00 10.ft Max Opening Height = Oft-Oin, Therefore Co:= 1.00 per IBC Table 2305.3.8.2 (W1 + WIE) Ll Wind Force: vb := 2 2 vb = 78.861b1 vb = 78.861bft ft Lb Co Step 2. Seismic analysis on wall Seismic Weight per level: VIE = 14183.85 Ib Seismic Force: Eb Assumed p := 1.0 Wind loads per foot Bldg Width iin direction of Load: Lt := 70.ft V1E LI 0.7p • - - Lt 2 E Lb Eb = 49.341b ft 1 Co- b = 49.341b ft 1 Step 3. Checking Overturning Moment & Holdown on Wall Overturning Moment on Wall: Plate Height: Pt := 9.0.ft Lb := 6.ft OTM := vb•Lb•Pt OTM = 4258.57Ibft Dead Load Resisting Overturning: WR := 0.6(15•psf)•2•ft•Lb + 0.6•(10•psf)•Pt•Lb Holdown Force & Net Uplift: OTM - DLRM HDFb Seismic loads per foot Base Plate Nail Spacing (2003 NDS Tabie11N) 16d Common Nails & 1-1/2" Plate Hem -Fir ZN := 122•Ib CD := 1.6 Z'N := ZN•CD Z'N Bp := - Bp = 2.48 ft vb Z'N = 195.21b Per Nail Lb DLRM := WR.-2 R•2 DLRM = 12961bft Anchor Bolt Spacing (2003 NDS Table 11E) 5/8" Dia. Bolt (6" Embed) & 1-1/2" Plate Hem -Fir As := 830•lb CD := 1.6 ZB := As•CD ZB = 13281b ZB•Co As :- As = 16.84ft Per Bolt Co.Lb Step 4. Shear Wall Summary: Wind Force: HDFb = 493.761b vb Seismic Force: B.P. Nailing Spacing A.B. Spacing Holdown Force: vb = 78.861b ft 1 Eb = 49.34Ib ft 1 Bp = 2.48 ft Co Co As = 16.84 ft HDFb = 493.76 lb 16d @ 16" o.c. 5/8" A.B. @ 72" o.c. P1-6: 7/16" Sheathing w/ 8d nails @ 6" O.C. Wind Capacity = 339 plf Seismic Capacity = 242 pif Holdown Types: No Holdown *World of Designs & Engineers* 14-44AE. mcd Design by : B.T. 11/14/2014 3:38 PM PROJECT : 14-44AE Achor, Inc. *World of Designs & Engineers* 35109 Pacific Highway S Federal Way, WA 98003 Shear wall line C: Step 1. Wind analysis on wall Wind loads per foot: W1 = 1301bft1 WIE = 323.461bft 1 Distance between shear wall: LI := 38•ft Shear wall panels: Lc := (21 + 5 + 5 + 7.5 + 4 + 4)ft Lc = 46.5 ft Percent full height sheathing: 10 ft 10.ft Max Opening Height = 0ft-0in, Therefore Co:- 1.00 per IBC Table 2305.3.8.2 (W1 + WIE) LI Wind Force: vc := 2 2 vc = 92.641bft 1 Ec = 92.641bft1 Lc Co Step 2. Seismic analysis on wall Seismic Weight per level: VIE = 14183.85 Ib Seismic Force: Ec Assumed p := 1.0 Wind loads per foot Bldg Width in direction of Load: Lt := 60.ft VIE L1 0.7p • - - Lt 2 Ec = 67.61 1b ft 1 Ec = 67.61 1b ft 1 Lc Co Step 3. Checking Overturning Moment & Holdown on Wall Seismic loads per foot Overturning Moment on Wall: Plate Height: Pt := 9.0•ft Base Plate Nail Spacing (2003 NDS Tabie11N) Lc := 4.ft OTM := vc•Lc•Pt OTM = 3335.12 lbft 16d Common Nails & 1-1/2" Plate Hem -Fir Dead Load Resisting Overturning: ZN := 122•lb CD := 1.33 Z'N := ZN•CD Z'N = 162.261b WR := 0.6(15•psf)•2•ft•Lc + 0.6•(l0•psf)•Pt•Lc Bp := Z'N Bp = 1.75 ft Per Nail vc Lc DLRM := WR•- 2 DLRM = 576lbft Anchor Bolt Spacing (2003 NDS Table 11E) Holdown Force & Net Uplift: HDFc OTM - DLRM C0.Lc Step 4. Shear Wall Summary: HDFc = 689.78 lb 5/8" Dia. Bolt (6" Embed) & 1-1/2" Plate Hem -Fir As := 830•lb CD := 1.6 ZB := As•CD Zg = 13281b As := Zg• Co As = 14.33 ft Per Bolt vc Wind Force: Seismic Force: B.P. Nailing Spacing A.B. Spacing Holdown Force: vc = 92.641b ft 1 Ec = 67.61 Ib ft 1 Bp = 1.75 ft As = 14.33 ft HDFc = 689.78 lb Co Co 16d @ 16" o.c. 5/8" A.B. © 72" o.c. P1-6: 7/16" Sheathing w/ 8d nails @ 6" O.C. Wind Capacity = 339 plf Seismic Capacity = 242 plf Holdown Types: No Holdown *World of Designs & Engineers* 14-44AE. mcd Holdown Force & Net Uplift: HDFd OTM - DLRM Co•Ld Step 4. Shear Wall Summary: Wind Force: vd = 172 lb ft-1 Co Design by : B.T. 1/9/2015 11:32 AM PROJECT : 14-44AE Achor, Inc. *World of Designs & Engineers* 35109 Pacific Highway S Federal Way, WA 98003 Shear wall line D: Step 1. Wind analysis on wall Wind loads per foot: Wl = 130Ibft1 WIE = 323.46Ibft 1 Distance between shear wall: LI := 22•ft Shear wall panels: Ld:= (3.5 + 4 + 3.5 + 3.5)ft Ld=14.5ft Percent full height sheathing: Wind Force: vd % := 10•ft100 % = 100 10.ft Max Opening Height = Oft-0in, Therefore Co := 1.00 per IBC Table 2305.3.8.2 (W1 + WIE) LI 2 2 vd=1721b1 vd ft=172Ibft1 Ld Co Step 2. Seismic analysis on wall Seismic Weight per level: VIE = 14183.85 Ib VIE LI 0.7p -•- Seismic Force: Ed �Lt 2 _ Ld Wind loads per foot Assumed p := 1.0 Bldg Width in direction of Load: Lt := 60•ft Ed = 125.541bft 1 Step 3. Checking Overturning Moment & Holdown on Wall Ed = 125.541bft I Co Seismic Toads per foot Overturning Moment on Wall: Plate Height: Pt := 9.0.ft Base Plate Nail Spacing (2003 NDS TabieliN) Ld := 3.5•ft OTM :- vd•Ld•Pt OTM = 5418.05lbft 16d Common Nails & 1-1/2" Plate Hem -Fir Dead Load Resisting Overturning: ZN 122 lb CD := 1.33 Z'N := ZN•Cp Z'N = 162.261b WR := 0.6(15•psf)•2•ft•Ld + 0.6•(10•psf)•Pt•Ld Bp := Z'N Bp = 0.94 ft Per Nail vd Ld DLRM := WR-- DLRM = 441 lb ft Anchor Bolt Spacing (2003 NDS Table 11 E) 2 518" Dia. Bolt (6" Embed) & 1-1/2" Plate Hem -Fir As := 830.1b CD := 1.6 ZB := As.CD ZB = 13281b As := ZB Co As = 7.72 ft Per Bolt vd HDFd = 1422.02 lb Seismic Force: B.P. Nailing Spacing A.B. Spacing Holdown Force: Ed = 125.541b ft 1 Bp = 0.94 ft Co As = 7.72 ft HDFd = 1422.02 lb 16d @ 6" o.c. 5/8" A.B. @ 72' o.c. P1-6: 7/16" Sheathing wl 8d nails @ 6" O.C. Wind Capacity = 339 plf Seismic Capacity = 242 plf Holdown Types: Simpson LSTHD8RJ *World of Designs & Engineers* 14-44AE. mcd Design by : B.T. 11/14/2014 3:38 PM PROJECT : 14-44AE Achor, Inc. *World of Designs & Engineers* 35109 Pacific Highway S Federal Way, WA 98003 Shear wall line E: Step 1. Wind analysis on wall Wind loads per foot: W1 = 1301bft 1 Distance between shear wall: L1 := 38.ft L2 := 22.ft Shear wall panels: Le := (25 + 3)ft Le = 28 ft Percent full height sheathing:o 10 ft a Max Opening Height = Oft-0in Therefore C 1.00 9 /o :- 100 /o = 100 0 10.ft per IBC Table 2305.3.8.2 W LI + L2 1 2 Wind Force: Ve:= ve = 139.29Ibft -1 ve = 139.29Ibft Wind loads per foot Le Co Step 2. Seismic analysis on wall Seismic Weight per level: VIE = 14183.85Ib Assumed p := 1.0 Bldg Width in direction of Load: Lt := 60.ft 0 7p VIE LI + L2 Seismic Force: Ee := LtLe 2 Ee = 177.31b ft 1 Ce = 177.3 Ib ft 1 Seismic loads per foot 0 Step 3. Checking Overturning Moment & Holdown on Wall Overturning Moment on Wall: Plate Height: Pt := 9.0•ft Le := 3•ft OTM := ve•Le•Pt OTM = 3760.71 lbft Dead Load Resisting Overturning: WR := 0.6(15•psf)•25•ft•Le + 0.6•(10•psf)•Pt•Le Le DLRM := WR• 2 DLRM = 1255.51bft Anchor Bolt Spacing (2003 NDS Table 11 E) 5/8" Dia. Bolt (6" Embed) & 1-1/2" Plate Hem -Fir Holdown Force & Net Uplift: OTM - DLRM Co' Le Step 4. Shear Wall Summary: HDFe HDFe = 835.071b Base Plate Nail Spacing (2003 NDS Tabie11N) 16d Common Nails & 1-1/2" Plate Hem -Fir ZN := 122•1b CD := 1.33 Z'N := ZN•CD Z'N Bp := — BP = 1.16 ft ve Z'N = 162.261b Per Nail As := 830•1b CD := 1.6 ZB := As•CD ZB = 13281b As := ZB• C° As = 9.53 ft Per Bolt ve Wind Force: Seismic Force: B.P. Nailing Spacing A.B. Spacing Holdown Force: ve = 139.291b ft1 Ee = 177.31b ft1 BP = 1.16 ft As = 9.53 ft HDFe = 835.071b Co Co 16d @ 12" o.c. 5/8" A.B. @ 72" o.c. P1-6: 7/16" Sheathing w/ 8d nails @ 6" O.C. Wind Capacity = 339 plf Seismic Capacity = 242 plf Holdown Types: No Holdown *World of Designs & Engineers* 14-44AE.mcd Design by : B.T. 11/14/2014 3:38 PM PROJECT : 14-44AE Achor, Inc. *World of Designs & Engineers* 35109 Pacific Highway S Federal Way, WA 98003 Shear wall line F: Step 1. Wind analysis on wall Wind loads per foot: W1 = 1301bft 1 Distance between shear wall: L1 := 38•ft L2 := 32.ft Shear wall panels: Lf := (15 + 14)ft Lf = 29 ft Percent full height sheathing: % ;_ 10 ftl 100 % - 100 Max Opening Height = 0ft-0in, Therefore Co:= 1.00 •10•ft per IBC Table 2305.3.8.2 Wind Force: vf L1+L2 W I• 2 vf=156.91bft1 vf=156.91bft1 Lf Co Step 2. Seismic analysis on wall Wind Toads per foot Seismic Weight per level: VIE = 14183.85 Ib Seismic Force: Ef VIE LI + L2 0.7p Lt 2 Lf Assumed p := 1.0 Step 3. Checking Overturning Moment & Holdown on Wall Ef=171.18Ibft1 Bldg Width in direction of Load: Lt := 70.ft Ef=171.18lbft1 Co Seismic loads per foot Overturning Moment on Wall: Plate Height: Pt := 9.0•ft Base Plate Nail Spacing (2003 NDS Tabie11N) 16d Common Nails & 1-1/2" Plate Hem -Fir Lf:= 14•ft OTM := vf•Lf•Pt OTM = 19768.971bft Dead Load Resisting Overturning: ZN := 122•lb CD := 1.33 Z'N := ZN•CD Z'N = 162.261b WR := 0.6(15•psf)•2•ft•Le + 0.6•(10•psf)•Pt•Le B .= Z'N Bp = 1.03 ft Per Nail Bp of p Lf DLRM := WR•- 2 Holdown Force & Net Uplift: OTM - DLRM HDFf Co•Lf DLRM = 1512lbft Anchor Bolt Spacing (2003 NDS Table 11E) Step 4. Shear Wall Summary: HDFf = 1304.071b 5/8" Dia. Bolt (6" Embed) & 1-1/2" Plate Hem -Fir As := 830•Ib CD := 1.6 ZB := As•CD ZB = 13281b As :- ZB Co As = 8.46 ft Per Bolt vf Wind Force: of = 156.9 lb ft 1 Co B.P. Nailing Spacing A.B. Spacing Holdown Force: Bp = 1.03 ft As = 8.46 ft HDFf = 1304.07 lb 16d @ 12" o.c. 5/8" A.B. @ 77' o.c. P1-6: 7116" Sheathing w/ 8d nails @ 6" O.C. Wind Capacity = 339 plf Seismic Capacity = 242 plf Seismic Force: Ef = 171.18lbft1 Co Holdown Types: Simpson LSTHD8 RJ *World of Designs & Engineers* 14-44AE.mcd City of Tukwila Department of Public Works July 7, 2015 Sinh Van Nguyen 3665 Renton Ave. Seattle, WA 98144-6822 Subject: BT Property Investments Permit # D14-0260 Permit Fee Refund Dear Mr. Nguyen: Jim Haggerton, Mayor Bob Giberson, P.E., Director Enclosed please find check #369616 in the amount of $6,005.00. This check is reimbursement for Cascade Water Alliance fees paid on the above mentioned permit. It was determined that there was previously water service to this property so these fees did not apply. If you have any questions, please feel free to call me at (206) 433-7184. Sincerely, 6(1/-t-/L-C Laurie Werle Permit Technician enclosure (W:PW Eng/Other/Laurie Werle/Bond Letters/Permit Refund D14-0260) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-433-0179 • Fax: 206-431-3665 TO: FROM: DATE: SUBJECT: City of Tukwila Department of Public Works MEMORANDUM Laurie Anderson Laurie Werle June 25, 2015 BT Property Investments 12517 51st PI S Permit No.: D14-0260 Jim Haggerton, Mayor Bob Giberson, P.E., Director Please draw a check in the amount of $6,005.00 (six thousand five dollars) to be payable to Sinh Van Nguyen, 3665 Renton Ave., Seattle WA 98144-6822. This check is reimbursement for Cascade Water Alliance fees paid for a new 1-inch water meter service. It was determined that not only was there previously a water service to this property, a 3/4" meter was installed instead of a 1-inch meter. Thank you! Bob Giberson, Public Works Director cc: Richard Takechi, Finance (W:PW Eng/Other/Laurie Werle/Refund Letters/Permit Fee Refund Finance D14-0260) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-433-0179 • Fax: 206-431-3665 Indemnification and Hold Harmless and Permit Temporary in Nature Reference Number(s) of Related Document(s): D14-0260 Grantor: SINH VAN NGUYEN, owner Grantee: CITY OF TUKWILA, a municipal corporation of King County, Washington Work Location: Within 51ST PL South and adjacent to 12517 51st PL South Abbreviated Work Description: Work within the City Right -of -Way; including driveway access, storm drainage, paving, sanitary side sewer, water meter with service line, undergrounding of power, traffic control, and street use. NOW, THEREFORE, the parties agree as follows: The Permittee shall indemnify, defend and hold harmless the City, its officers, agents and employees, from and against any and all claims, losses or liability, including attorney's fees, arising from injury or death to persons or damage to property occasioned by any act, omission or failure of the Permittee, its officers, agents and employees, in using the City's right-of-way under this permit. This indemnification and hold harmless shall not apply to any damage resulting from the sole negligence of the City, its agents and employees. To the extent any of the damages referenced by this paragraph were caused by or resulted from the concurrent negligence of the City, its agents or employees, this obligation to indemnify, defend and hold harmless is valid and enforceable only to the extent of the negligence of the Permittee, its officers, agents, and employees. Further, the right-of-way permit herein is wholly of a temporary nature and it vests no permanent right to use whatsoever to the Permittee. IN WITNESS WHEREOF, said individual(s) have caused this instrument to be executed this / ( day of L? ,2015 tt uthorized Signature d STATE OF WASHINGTON ) )ss. COUNTY OF KING ) I certify I have know or have satisfactory evidence that n h cr/'1 is the person(s) who appeared before me, and said person(s) acknowledged that he signed this instrument on oath stated that he was authorized to execute the instrument and acknowledge as the Oct) Y1-e of SIN VAN NGUYEN, owner, to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated 09,/l/ I/5 LAURIE A. WERLE NOTARY PUBLIC STATE OF WASHINGTON COMMISSION EXPIRES MAY 29, 2018 ka"I e (Je(!�L No ry ublic in and for the State of Washington residing at ic--X01 I CC My appointment expires 0 5 _d DATED this GRANTEE: CITY of TUKWILA By: - Print Name: Its: Bob Giberson day of Y-yi..a ,2015 Public Works Director STATE OF WASHINGTON) )SS. COUNTY OF KING ) On this day, before me personally appeared BOB GIBERSON to me known to be the PUBLIC WORKS DIRECTOR for the City of Tukwila, and executed this instrument on behalf of the City of Tukwila in his capacity as PUBLIC WORKS DIRECTOR and acknowledged that he is authorized to do so at his free and voluntary act and deed, for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. LAURIE A. WERLE NOTARY PUBLIC STATE OF WASHINGTON COMMISSION EXPIRES MAY 29, 2018 Name: iL( 79-Cuei NOTARY PUBLIC, in and for the State of Washington, residing at )1 k* My commission expires: C25-'1 el// reosg.k `��/ i P14 —02-60 o 2, r_uvt 1 I Ap0�i cA-Gl lDa 1\-�YI\)•6 -> Wb" !k19-, TT1N� ALL of 714-g L s •()) PLA- 12-Eu L -S-C..)PG-f0i) 64, C/1-0 pi LL-C._ GEIVED crev OF TUKWH.A FEB 17. 2015 .PERMIT CENTER Request for Extension # i Current Expiration Date: Extension Request: Approved for / d days Denied (provide explanation) Signature/Initials City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director February 20, 2015 Ben Tran Residential Group LLC 35109 Pacific Hwy S Federal Way, WA 98003 RE: Request for Extension #1 Development Application No. D14-0260 BT Property Investments —12517 51st P1 S Dear Mr. Tran, This letter is in response to your written request for an extension to Application Number D14-0260. The Building Official, Jerry Hight, has reviewed your letter and considered your request. It has been determined that the City of Tukwila Building Division will be extending your permit application an additional six months from the date of expiration, through August 8, 2015. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Bill Rambo Permit Technician File: Permit No. D14-0260 W.\Permit CenteAExtension Letters\Applications\2014\D14-0260 App Extension Letter.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 The Residential Group, LLC. World of Designs & Engineers 35109 Pacific Highway S Federal Way, WA 98003 253-235-5532, fax 253-944-1972 January 13, 2015 Attn: City of Tukwila (Application # D14-0260) Re: BT Property Investments, LLC 12400 51st PI S This letter is in response to your plan review comments for the above -referenced plan. The responses are listed is in the order of the review comments. Building Department: 1) No Longer Applies- Plans Modified to Single Story 2) No Longer Applies — Plans Modified to Single Story 3) Plans have been stamped and dated by Engineer 4) Windows and doors are listed directly on Floor Plans 5) Roof Pitch has been updated to 6/12 6) North, East, South & West have been noted on the Elevations 7) Outdoor Combustion Note has been added to the Garage Notes on the Floor Plan 8) Please refer to the Civil Plans 9) Please refer to the Civil Plans for benchmark elevations. 10) Note has been clarified. Please feel free to give us a call if you have any questions. Sincerely, Binh T-ran, E.I.T Design Engineers CORRECTION LTR# RECEIVED CITY OF TUaWILA JAN 1 4 2015 PERMIT CENTER b11402Jo0 City of Tukwila Department of Community Development September 03, 2014 BEN TRAN 35109 PACIFIC HWY S FEDERAL WAY, WA 98003 RE: Correction Letter # 1 COMBOSFR Permit Application Number D14-0260 BT PROPERTY INVESTMENTS - 12517 51 PL S Dear BEN TRAN, Jim Haggerton, Mayor Jack Pace, Director 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: (Min. size 11x17 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) Structural Drawings and structural calculations sheets by a registered engineer shall have a current signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current signed stamp -seal. (BUILDING REVIEW NOTES) 1. It appears the stairway has a second landing and top steps above the bathtub below. The concern is if there is sufficient head room for the tub. Bathrooms shall have a minimum ceiling height of 6 feet 8 inches at the center of the front clearance area for fixtures. The ceiling height above fixtures shall be such that the fixture is capable of being used for its intended purpose. A shower or tub equipped with a showerhead shall have a minimum ceiling height of 6 feet 8 inches above a minimum area 30 inches by 30 inches at the showerhead. Provide a detail to show the head room shall be a minimum of 6 feet 8 inches at standing surface in the tub. (IRC R305.1 Exception 2) 2. The crawlspace access is indicated on the foundation plan to be below the stairway. However there is no specification indicating the stairway enclosed with access door or open stairway. The general stairway detail on sheet A4 does not provide enough details for this stairway construction. Provide details and clarification for the stairway construction and access under the stairway. Include framing details for the landings. 3. The structural documents have an engineer's stamp. However the stamps are not signed and dated by the engineer. Provide Structural sheets and Structural Calculations stamped, dated and signed by the engineer. Architectural design sheets.ana documents by the registered. architect shall also have acurrent signed stamp:seal. 4. Provide a window and door schedule. Include notes with specifications for windows and doors. Indicate doors and windows that require safety glazing, specifically windows by stair landings and 60 inches vertically and horizontally above at standing or walking surface of the bathtub. (IRC R308.4.5 & R308.4.6) 5. Tukwila Municipal code for all new residential construction shall have a minimum 5/12 roof pitch. Revise plan to meet minimum roof pitch requirements. Include dimensions for all roof overhangs. (TMC 18.50.050) 6. Provide revised elevation sheets to specify the sides of the house as North, East, South and West. • 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 7. On the main floor plan provide notes indicating outdoor combustion air shall be provided for the appliance located in the garage. Show combustion air opening(s) with sizes specified in the garage. (This is in addition General Notes Page) (IRC G2407.6 & IMC 304.6) 8. Due to the general area soils and location of this property, a geotechnical evaluation report shall be required. Provide a geotechnical evaluation of the site soils by a registered geotechnical engineer. Evaluation shall include the determined load -bearing values of the site soils for footing design requirements. The report shall specify or verify footing drainage/disbursement design shall be sufficient where water shall not back up into the crawl space. 9. The site plan provided shows the FFE = 24 inches. Provide benchmark elevation from the street or property corner and indicate the elevation of the finish floor for height comparison. Also indicate where the lot slopes with topographical contour lines on the site plan. The concern is to verify and show the house shall be elevated sufficiently to provide drainage away from the house and crawlspace. Include a local area plan on the site plan indicating the location of this property within the city. 10. On page A3 the note with arrow pointing to the entry door and the back patio door appears to be somewhat jumbled. Provide clarification. • PLANNING DEPARTMENT: Carol Lumb at 206-431-3661 if you have questions regarding these comments. • Roof pitch must be a minimum of 5:12, per TMC 18.50.050 6. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) 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 person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, a—tfra, Bill Rambo Permit Technician File No. D14-0260 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0260 DATE: 01/14/15 PROJECT NAME: BT PROPERTY INVESTMENTS SITE ADDRESS: 12517 51 PL S Original Plan Submittal X Response to Correction Letter # 1 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: LNG 6-2 r Building Division Public Works n Fire Prevention Structural n CPS ffr2.u<- Planning Division INE Permit Coordinator IN PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 01/15/15 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 02/12/15 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0260 DATE: 08/08/2014 PROJECT NAME: BT PROPERTY INVESTMENTS SITE ADDRESS: 12517 51 PL S X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: ICJ co Building Division .1) rcv-6 Public Works A\fi/ ViaitelgH Fire Prevention Structural CPS COI% Q—(411 Planning Division on Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: Structural Review Required DATE: DATE: 08/12/14 El APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 09/09/14 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only Q CORRECTION LETTER MAILED: y`'-S--1'14 Departments issued corrections: Bldg Fire 0 Ping�— PW ❑ Staff Initials: u2 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: i 4 (7Oc 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 \t\- b2(Q(D REOf fVED CITY or lrutoNIA IJAN 114 2015 PERRVF cFvebet Project Name: 'd- , K vQet s 1 rt `[-vt. W11/rl v.se,t t Project Address: VJ tOD�� ��" n V t1�wS - ���W i Vt_ A- � Contact Person: f)61/1 TVAAA Phone Number: (`x3-)5g,-L t q 17 fit Summary of Revision: (7.,-- )23S-S-9 12D-Ast_t- fit? C1D 1Nea l 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 0///y0,5 THE RESIDENTIAL GROUP LLC Page 1 of 3 Home lnicio en Espanol Contact Search L&I A-Z Index Help My Secure L&:1 Safety Claims & Insurance Workplace Rights Trades & Licensing Washington State Department of C Labor & Industries THE RESIDENTIAL GROUP LLC Owner or tradesperson TRAN, BINH Than Principals TRAN, BINH Than, PARTNER/MEMBER Doing business as THE RESIDENTIAL GROUP LLC WA UBI No. 602 774 484 35109 PACIFIC HIGHWAY S FEDERAL WAY, WA98003 253-835-1516 KING County Business type Limited Liability Company License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. .........._........_....._........_......................._.......... Meets current requirements. License specialties GENERAL License no. RESIDRG918MN Effective — expiration 07/15/2009— 07/23/2015 Bond .............._. Western Surety Co Bond account no. 62128014 $12,000.00 Received by L&I Effective date 10/23/2014 09/24/2014 Expiration date Until Canceled Bond history Insurance American Family Mutual Insuran $2,000,000.00 Policy no. 46x2869101 Received by L&I Effective date 10/23/2014 10/15/2014 Expiration date 10/15/2015 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings Cause no, 14-2-05831-0 Complaint filed by HAI LAM & BINH TA Dismissed ................................ Complaint against bond(s) or savings 100089348 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602774484&LIC=RESIDRG918MN&SAW= 02/20/2015 0 T 0 J Layout Name: L:\Proposal\Binh Tran\5lst Place South\Site Civil Plan.dwg 0 0 0_ 0 Nov 22, 2014 — 2:55pm EX. WATER MAIN — SAWCUT & MATCH EXISTING 1: R= 11.0' l ,sir r6 0 i 2 @----t =.i corner 0 0 EX. 6" SIDE ';set m SPWg Tty,B tn e EX:'SEWER MAIN • A. e Q, 30.O'. : •D • A . D ..D • b A D A A 7.0' 0 0 0 data 8 (/) 0 O o�'o Of 0 0 Ld GARAGE D• LANDING CO En 15.0' 0 0 • • A .D O N • 'A • • A • DA. • e • '. t .:.i:ist.inf fire R=10.0' 1 set nai i 1; v 51ST PLACE S. p 3 1f :,,., n asphalt SITE BENCHMARK (TYPICAL) N32°31'26"W 125.00' O O O O O O O 0 YARD DRAIN `•1 SHEET FLOW A D • , A GARAGE 1 O O O 0 o O o O 0 A ai 0 0 M These plans have been reviewed by the "'' lic Works Department for conformance with current (',,u f st ,ulards. Assentance is subject to errors and orni ons wl ich`'do not authorize violationVof adopted standards or ordinances. The responsibility for the....ad uai•yapf Iheaqsqnt rests totally with the designer. Additions, deletions or revisions to these draw hgs after this date will void this acceptance and;vill require a resubmittal of revised fwings f.'..sub$equent approval. :w y. Final acceptance is subject to field inspection by th)Public 'Works utilities . inspector. Da 55/14/ 14- By: O 0 O' lTff5flflf01101f,J°J 1-- 20'BSBL SHEET FLOW 4.0':'' A ryd PORCH PROPOSED SINGLE FAMILY RESIDENCE FFE=14.50 10 8" Cottonwood J O 0 LANDING LANDING 1llflffffffffflf1 fflflfllff5l11111 51111111151115111 flllflff111flfff1 f/ 111111111111;•f`I ; 1 � f'}y? flll1 ;i''1f.",1`IJ�,f f 11111111if 1 14l 1\1t1 f l f 11 f ,,' l la'11 frf l\f,1 1 fllllfl`111111111°J 51111111111111111 WHIM Hi "NH NH HIM LLLL ( O 0 0 0 0 n YARD DRAIN 48.5' J J J J J J 1 J J J J O 0 0 0 m co 20"f r oVIN 0 0 0 0 0 0 0 0 0 0 --� 10' BSBL O 0 0 0 0 0 0 0 S32°31'26"E 125.00' (3)1 •'& :3• 1 'decio t.ree fY4 �'C O 0. 0 0 IMPERVIOUS SURFACE COVERAGE HOUSE AND COVERED PORCH 3,546 SQ. FT. (INCLUDING OVERHANG) WALKWAY, PATIO & LANDING 153 SQ. FT. DRIVEWAY 750 SQ. FT. TOTAL 4,449 SQ. FT. 4,449 / 12,500=0.356X 100% = 35.6% IMPERV. SURF. COVERAGE LEGEND 0 PROPERTY LINE B.S.B.L RIGHT OF WAY LINE RIGHT OF WAY CENTERLINE ADJACENT PROPERTY LINE CORNER SET 4" CONCRETE PAVEMENT 3" CLASS B ASPHALT OVER 6" CSBC ' PROPOSED RESIDENCE ] PROPOSED DISPERSION / INFILTRATION TRENCH CONSTRUCTION NOTES: O CONSTRUCT (1'W x 15'L x 2'D) GRAVEL STRIP PER DETAIL 2. 0 CONSTRUCT (2'W x 10'L x 2'D) FOOTING INFILTRATION TRENCH PER DETAIL 1. 0 CONSTRUCT (2'W x 30'L x 2'D) ROOF DISPERSION TRENCH PER DETAIL 3. ® NEW 1" WATER METER (BY CITY OF TUKWILA). 0 INSTALL 40 LF 1 Y4" WATER SERVICE LINE. © UTILITY TRENCH (POWER & COMMUNICATIONS). • INSTALL 80 LF 4" PVC SIDE SEWER @ 2.0% MIN. ® INSTALL 15 LF 4" PVC FOOTING DRAIN (SLOPE TO DRAIN). 0 INSTALL 27 LF 4" PVC ROOF DRAIN (SLOPE TO DRAIN). 10 INSTALL 3 LF 6" PVC SOLID PIPE @ 0.00%. 11 INSTALL 380 LF SILT FENCE. 0 INSTALL CONSTRUCTION ENTRANCE. HORIZONTAL GRAPHIC SCALE 10 5 0 5 10 1 inch = 10 ft. 1.0' GRAVEL STRIP CONCRETE DRIVEWAY WASHED ROCK 3/4" - 1/2" GRAVEL STRIP DETAIL SCALE: NONE WASHED ROCK 3/4" - 1 1/2" 6" RIGID PERFORATED PVC PIPE LAID LEVEL (TYP) ROOF DISPERSION TRENCH DETAIL SCALE: NONE 0 N FOUNDATION NOTES: jLa SEE PLANS 10.0' 5.0' MIN 4" RIGID PERFORATED PIPE @ 0.0% INFILTRATION TRENCH 6" SOLID ADS N12 @ 0.00% rr .NT Nt i 1 t�tir � �p ��.r JJ�Y fl i 1 Lw <Tr KTt? 1i L i3V�S�s .�' •.Y 4k,.-s— , r Frs z t (i �1i C T a4 .,, • th v Fr fi` �'`.�::.i�` PLANNING APPROVED • No changes can be made to plans without approval from D e Planning Division of DC Approved By: Date'• �xuyu�f. a7 ' ('T• PLAN VIEW NTS WASHED ROCK 3/4" -1 1/2" 4" RIGID PERFORATED PIPE @ 0.0% r— EXISTING GROUND — — �ft� 'S'�!Y:fYf",'.'L��',•'?^,,^:j }'` t�'� ,�F�;i���`?.a.! f�ri �:.f.?�� Z.�"(..2t"�,'"?'�i�` 7.s.J,.? :., n.>.,,'�h{a�,? .n,�..wNfi . )F,c'.5-7 :`�.-4,k-.'rf: iY{Ylzl :>! .ra�y.rY.,,� REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. 4" PVC DOWNSPOUT DRAIN LINE FINISH GRADE PROVIDE 12" MIN COVERAGE 'OF DRAIN WITH CLEAN 1 1/2" - 3/4" :WASHED ROCK SEPARATE PERMIT REQUIRED FOR: ❑ Mechanical 151 Electrical ❑ Plumbing ❑ Gas Piping . of Tukwila B+S ..171! G DIVISION • ''• .FILTER FABRIC (MI.RAFI 100X OR EQUIVALENT) 4" PERFORATED PVC FOOTING DRAIN LINE DRAIN LINES TO BE SEPERATE AND TIGHT. PROVIDE CLEAN OUTS, ELBOWS AND OTHER FITTINGS AS NEEDED. DRAINAGE DETAIL SECTION A —A SCALE: NONE CORRECTION LTR# ROOF DRAIN CATCH BASIN OR AREA DRAIN WITH SOLID LID ROOF DRAIN ROOF DOWN SPOUT WITH OVERFLOW WYE AND SPLASH BLOCK FINE MESH SCREEN ELEVATION VIEW NTS z z 2 4" SOLID PIPE .,...�-•---��..���.. REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 3 2015 EXISTING GROUND F Permit Noe P tL—O 2C4 Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Co.y j • conditions is acknowledged: City of Tukwila �..:. DIVISION By: Date: //up 5 WRAP WASHED ROCK ENTIRI II l Of Tulattila WITH FILTER FABRIC (TYP3UILDING DIVISION 4" RIGID PERFORATED PVC PIPE LAID LEVEL (TYP) WASHED ROCK 3/4" - 1 1/2" (TYP) FOOTING INFILTRATION TRENCH DETAIL SCALE: NONE 1 RECEIVED CITY OF TbXWILA JAN 1 4 2015 PERMIT CENTER NO. DATE BY REVISION DESCRIPTION JOB NO. ISSUE DATE 11-25-2014 DESIGNED BY: H. H. PHAN DRAWN BY: H. H. PHAN CHECKED BY: PROJ. MNGR: rihri Land Planning • Civil Engineering 5130 South 166th Lane SeaTac, WA 98188 T (206) 229-6422 BT PROPERTY INVESTMENT, LLC @ PARCEL NO. 0179002305 125XX — 51ST PLACE SOUTH REFERENCE SHEET NO. SP1 SITE CIVIL PLAN AND DETAILS SHEET 1 OF 1 SHEETS PROF' INV M NI, 12.MOO 51ST PL S TUKWILA, WA 98178 PARCEL NUMBER 0179002305 LEGAL DESCRIPTION: ALLENTOWN ADD PLAT BLOCK:12 PLAT LOT: 11 THRU 15 • N N CO M 24' Wm- 56' 2 0' 7.5' BSBL w J m a 24' S55''05'36'W 100.00' LAINDING /////////i///////S///I/N//G//L//E///////////////////////////// //' ////////////////////////////////////// i'//;/ ///////R0PO !/////////////////// 7/ //// F A/I////1// //7 ///// - " ..- ////- ////RESIDENCE //' i// w ~ 1/////////////////// //////////, / //•/ z / '2./C). /// ///////// j/////// j //j////////-///////////, o /////////////////////////// //////////- ///////////- //////// //////////////////////////// ///////////- ///////////0/7- ///// L . , // //1 /// 7 // / /41-/// F4q t 0 T 7.5' 10 S550 46 2 PROPOSED - • .NEW DRIVEWAY:.` • 0 N 00 N T • 3 0' NOTE: Refer to Civil Plan for Drainage, Lot Coverage, Infiltration & Footing Drain Detail, etc. CORRECTION LTR# SCA i T - Q 0 } PAYMENT OF USES FEE 15 DUE TO THE RESIDENTIAL GROUP PRIOR TO CONSTRUCTION FOR EACH STRUCTURE BUILT FROM THESES PLANS. THESE PLANS ARE COPYRIGHTED IN ACCORDANCE WITH FEDERAL STATUTES. REPRODUCTION BY ANY METHOD OF ALL OR PORTIONS OF THESE PLANS OR VARIATIONS THEREOF WITHOUT WRITTEN PERMISSION FROM THE RESIDENTIAL GROUP IS STRICTLY PROHIBITED. THESE DRAWINGS AND PLANS SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE, AND SHALL REMAIN TO THE PROPERTY OF THE RESIDENTIAL GROUP, LLC. PREPARED BY: REVIEWED FOR CODE COLANCE APPROVED FEB 0 3 V315 Ir. j• -xin massal Noma a) ®. C C W Oa tk5 caw 2 masa .0) Eismi 0 Fail ci ,173 rasa 0 * - 0 0 N N w X oL- City of Tukwila .. BUILDING DIVISION 00 RECEIVED CITY OF TbKWILA JAN 1 4 2015 PERMIT CENTER NOS ga. (BY: A.H. DATE: 1/13/14 CHECKED: B.T. ET NO ESITE PLAN JOB NO. 14-44AEi GENERAL NOTES: CODES: DESIGN IS IN ACCORDANCE WITH THE 2012 INTERNATIONAL RESIDENTIAL CODE (IRC) AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. LIVE LOADS: ROOF 25 PSF (PG) FLOOR 40 PSF DECKS 60 PSF LATERAL WIND EXPOSURE B 110 MPH SEISMIC PER ZONE D SITE WORK-• UNLESS A SOILS INVESTIGATION REPORT BY A LICENSED SOILS ENGINEER IS PROVIDED THE FOUNDATION DESIGN IS BASED UPON AN ASSUMED AVERAGE SOIL BEARING CAPACITY OF 1500 PSF. EXTERIOR FOOTING SHALL BEAR 18' MINIMUM BELOW FINISHED GRADE UNLESS NOTED OTHERWISE. ALL FOOTINGS TO BEAR ON FIRM, UNDISTURBED EARTH BELOW ORGANIC SURFACE SOIL. ALL BACK FILL MATERIAL SHALLBE THOROUGHLY COMPACTED. FOUNDATION VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF COLOMNS. INSULATION AND MOISTURE PROTECTION: UNLESS NOTED OTHERWISE, INSULATION SHALL CONFORM TO THE WASHINGTON STATE ENERGY CODES. INSULATION BAFFLES TO MAINTAIN I-1 INCH CLEAR SPACE ABOVE INSULATION. BAFFLES TO EXTEND 6-INCHES ABOVE BATT INSULATION. BAFFLES TO EXTEND 12-INCHES ABOVE LOOSE FILL INSULATION. INSULATE BEHIND BATHTUBS, SHOWERS, PARTITIONS AND CORNERS. FACE STAPLE BATT. FRICTION FIT FACED BATT. USE 4 MIL (0.004') POLYETHYLENE VAPOR BARRIER AT WALLS. USE PVA PAINT WITH A DRY CUP PERM RATING OF ON (MAX) R-10 INSULATION UNDER ELECTRIC WATER HEATERS. 1. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS, OPENINGS AT PENETRATION OF UTILITY SERVICE THROUGH WALLS, FLOORS, AND ROOF, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE, INCLUDING ACCESS PANELS INTO UNHEATED SPACES, SHALL BE SEALED, CALKED, GASKETED OR WEATHER-STRIPPED TO LIMIT AIR INFILTRATION. 2. ALL EXTERIOR DOORS, OTHER THAN FIRE -RATED DOORS, SHALL BE DESIGNED TO LIMIT AIR INFILTRATION AROUND THEIR PERIMETER WHEN IN A CLOSED POSITION. DOORS BETWEEN RESIDENCE AND GARAGE ARE NOT CONSIDERED 'FIRE -RATED' AND MUST MEET THE ABOVE REQUIREMENT. 3. ALL EXTERIOR WINDOWS SHALL BE DESIGNED TO ADMIT AIR INFILTRATION INTO OR FROM THE BUILDING ENVELOPE WHICH SHALL BE SUBSTANTIATED BY TESTING TO STANDARD ASTM E 283.13 SITE BUILT AND MILLWORK SHOP MADE WOODEN SASH ARE EXEMPT FROM TESTING BUT SHALL BE WEATHER-STRIPPED, CAULKED AND MADE TIGHTLY FITTING. VAPOR BARRIERS / GROUND COVERS: AN APPROVED VAPOR BAARRIER SHALL BE PROPERLY INSTALLED IN FLOOR DECKS, IN ENCLOSED FRAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, AND AT EXTERIOR WALLS INSETSTAPLED BATT WITH A PERM RATING LESS THAN ONE MAY BE INSTALLED IF THE VAPOR BARRIER IS TO THE WARM SIDE, STAPLES SHALL BE PLACED NOT MORE THAN 8-INCHES AND GAPS BETWEEN THE FACING AND THE FRAMING SHALL NOT EXCEEEINCH. A GROUND COVER OF 6 MIL (0.006') BLACK POLYETHYLENE OF EQUIVALENT SHALL BE LAID OVER THE GROUND IN ALL CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED ONE FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL. THE NET FREE VENTILATION AREA FOR ATTIC VENTILATION MAY BE 300 OF THE AREA OF THE VENTILATED SPACE PROvIDED THAT A VAPOR BARRIER HAVE A PERM RATING NOT EXCEEDING ONE IN INSTALLED ON THE WARM SIDE OF THE INSULATION. EXTERIOR DOORS/EXITS: IRC R311 AT LEAST ONE EGRESS DOOR SHALL BE PROVIDED TO EACH DWELLING. THE EGRESS DOOR SHALL BE SIDE -HINGED AND WITH A MINIMUM CLEAR WIDTH OF 32' IN WIDTH AND NOT LESS THAN 18' IN HEIGHT, MEASURE FROM TOP OF THE THRESHOLD TO THE BOTTOM OF THE STEP. LANDINGS AT DOORS AND STAIRWAYS 4 CONSTRUCTION: IRC R311.3, R311.5 THE FLOOR OR LANDING AT THE REQUIRED EGRESS DOOR SHALL NOT BE MORE THAN I-1/2' LOWER THAN THE TOP OF THE THRESHOLD. WHEN EXTERIOR LANDINGS OR FLOORS SERVING THE REQUIRED EGRESS DOOR ARE NOT AT GRADE, THEY SHALL BE PROVIDED WITH ACCESS TO GRADE BY MEANS OF A RAMP OR STAIRWAY. THERE SHALL BE A FLOOR OR LANDING ON EACH SIDE OF ALL OTHER EXTERIOR DOORS. FLOOR ELEVATIONS FOR THE DOORS SHALL BE PROVIDED WITH LANDINGS NO MORE THAN 1-3/4' BELOW THE TOP OF THE THRESHOLD. HANDRAILS: IRC SECTION R311.1.8, R3I1.83 ALL STAIRWAYS WITH 4 OR MORE RISERS SHALL HAVE AT LEAST ONE HANDRAIL. SUCH HANDRAILS SHALL BE PLACED NOT LESS THAN 34' AND NOT MORE THAN 38' ABOVE THE NOSING OF THE TREADS. HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER TO A POINT DIRECTLY ABOVE THE LOWEST RISER. HANDRAIL ENDS SHALL BE RETURNED OR TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS AJACENT TO THE WALL SHALL HAVE A SPACE NOT LESS THAN 1/2' BETWEEN THE WALL AND THE HANDRAIL. GUARDS: IRC SECTION R312. TABLE R301.5 GUARDS SHALL BE PROVIDED FOR PORCHES, BALCONIES, RAMPS, OR RAISED FLOOR SURFACES LOCATED MORE THAN 30' ABOVE GRADE OR A FLOOR BELOW. GRADE SHALL BE MEASURED 36' HORIZONTALLY FROM THE EDGE OF THE FLOOR SURFACE. GUARDS SHALL BE NOT LESS THAN 36' IN HEIGHT, MEASURED FROM THE ADJACENT WALKING SURFACE, ADJACENT FIXED SEATING OR THE LINE CONNECTING THE LEADING EDGES OF A TREAD. TABLE 4062-ENERGY CREDITS OPTION DESCRIPTION CREDITS) la EFFICIENT BUILDING ENVELOPE la 0.5 Ib EFFICIENT BUILDING ENVELOPE Ib 1.0 lc EFFICIENT BUILDING ENVELOPE IC 2.0 2a AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2a 0.5 2b AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2b 1.0 2c AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2c 1.5 3a HIGH EFFICIENT HVAC EQUIPMENT 3a 0.5 3b HIGH EFFICIENT HVAC EQUIPMENT 3b 1.0 3c HIGH EFFICIENT HVAC EQUIPMENT 3c 2.0 3d HIGH EFFICIENT HVAC EQUIPMENT 3c : DUCKLESS SPLIT SYSTEM HEAT PUMPS, ZONAL CONTROL 10 4 HIGH EFFICIENT HVAC DISTRIBUTION SYSTEM 1.0 5a HIGH EFFICIENT WATER HEATING 5a 0.5 5b HIGH EFFICIENT WATER HEATING 5b 1.5 6 RENEW ABLE ELECTRICAL ENERGY 0.5 Yes Perscriptive Compliance: Zone 4 Marine <dra..db.a.3, R402.11 No U-Factor or Total UA Equivalent Compliance R402.13/R402.1.4 Glazing areal° % of Floor FENESTRATION U-FACTOR Ceiling Insulation Above Grade Wall Below Grade Wall (footnote c) Floor "°°' < .., Slab On Grade Vertical cioora4wlndous Overhead Attic Vaulted Interior Exterior UNLIMITED 0.30 0.50 R-49 or Rd 8 R-38 R-21 Int. R w/ -TB 21, R - 10 R-30 R-10 FOOTNOTES I. IDENTIFY THE COMPLIANCE METHOD. THE MOST COMMON AND SIMPLEST APPROACH IS THE PRESCRIPTIVE METHOD FOR ENERGY CODE COMPLIANCE. SEE PRESCRIPTIVE TABLE R402.I.1 THE COMPONENT PERFORMANCE APPROACH REFRENCED IN IECC SECTION R402I.4 MAY ALSO BE USED FOR ENERGY CODE COMPLIANCE. FOR MORE INFORMATION CONTACT THE LOCAL BUILDING DEPARTMENT OR WSU ENERGY PROGRAM AT (360) 956-2042. 2. IDENTIFY THE WHOLE -HOUSE VENTILATION COMPLIANCE METHOD. A VENTILATION SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE INTERNATIONAL RESIDENTIAL CODE, SECTION MI501. THE MOST COMMON VENTILATION METHODS INCLUDE A WHOLE -HOUSE VENTILATION SYSTEM USING EXHAUST FANS (MI5013.4) AND A WHOLE -HOUSE VENTILATION SYSTEM INTEGRATED WITH A FORCED -AIR SYSTEM (MI5013.5). OTHER VENTILATION SYSTEMS INCLUDE WHOLE -HOUSE VENTILATION SYSTEM USING A SUPPLY FAN (MI5013.6) AND WHOLE -HOUSE VENTILATION SYSTEM USING A NEAT -RECOVERY VENTILATION SYSTEM (MI5013.1). IF YOU NEED ADDITIONAL INFORMATION WE RECOMMEND THAT YOU DISCUSS WITH YOUR HEATING AND VENTILATION SYSTEM PROFESSIONAL. IN ADDITION MASON COUNTY STAFF WILL BE HAPPY TO DISCUSS THE OPTIONS IF YOU ARE NOT SURE WHICH COMPLIANCE OPTION WILL WORK FOR YOU. 3. IDENTIFY THE ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS LISTED IN TABLE R4062. THE DRAWINGS INCLUDED WITH THE BUILDING PERMIT APPLICATION SHALL IDENTIFY WHICH OPTIONS HAVE BEEN SELECTED AND THE POINT VALUE OF EACH OPTION. EACH ONE AND TWO-FAMILY DWELLING UNIT AND TOWNHOUSES ARE REQUIRED TO ACHIEVE THE FOLLOWING MINIMUM NUMBER OF CREDITS: A) SMALL DWELLING UNITS LESS THAN 1500 SQ. FEET OF HEATED OR COOLED AREA AND LESS 300 SQ. FT. FENESTRATION AREA (SKYLIGHTS, DOORS, WINDOWS, ETC), OR ADDITIONS TO AN EXISTING BUILDING THAT IS LESS THAN 150 SQ. FT. OF HEATED AREA. - -0.5 POINTS B) MEDIUM DWELLING UNITS NOT INCLUDED IN A) ABOvE 3%8SMALL DWELLINGSia, OR C) BELOW %LARGE DWELLING% -1.5 POINTS C) LARGE DWELLING UNIT IS A DWELLING UNIT THAT EXCEEDS 5000 SQ. FT. OF HEATED OR COOLED FLOOR AREA. -2.5 POINTS. 4. PROVIDE A COMPLETED HEATING/COOLING SYSTEM SIZE WORKSHEET TO VERIFY COMPLIANCE TO IECC R403.6. THE CALCULATOR/WORKSHEET IS AVAILABLE ON THE WSU-ENERGY PROGRAM WEBSITE AT: HTTP://WWW.ENERGY.WSU.EDU/BUILDINGEFFICIENCY/ENERGYCODE/2012ENERGYCODE.ASPX. STAFF CAN ALSO ASSIST WITH PREPARATION OF THE WORKSHEET. 5. TO MEET THE PRESCRIPTIVE OPTION ALL FENESTRATION PRODUCTS SHALL COMPLY WITH THE REQUIRED U-FACTOR LISTED IN TABLE R402.I.4. WINDOWS, DOORS, AND GLAZED DOORS SHALL NAVE A TESTED U-FACTOR OR .30 OR LESS. WHEN USING THE SMALL DWELL ING OPTION FOR ENERGY CREDITS (A) OR COMPONENT PERFORMANCE APPROACH PROVIDE A FENESTRATION SCHEDULE THAT IDENTIFIES THE SQUARE FEET AND U-FACTOR OF EACH ITEM. FENESTRATION IS DEFINED IN THE IECC AS SKYLIGHTS, ROOF WINDOWS, VERTICAL WINDOWS, OPAQUE DOORS, GLAZED -DOORS THAT INCLUDE PRODUCTS WITH GLASS AND NON -GLASS GLAZING MATERIALS. 6. IDENTIFY THE LOCATION AND FUEL TYPE OF THE HEATING SYSTEM, WATER HEATER, LOCATION OF EXHAUST FANS (BATHROOM, LAUNDRY, KITCHEN, ETC.) AND R-FACTOR OF PROPOSED INSULATION FOR WALLS, FLOORS, CEILINGS, AND CONCRETE SLAB FLOORS ON THE BUILDING PLANS. 1. NOT LESS THAN 15% OF ALL PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH EFFICACY LAMPS. HIGH EFFICACY LAMPS ARE DEFINED IN IECC CHAPTER 2 AND ARE CONSIDERED COMPACT FLUORESCENT LAMPS, T-8 OR SMALLER DIAMETER LINEAR FLUORESCENT LAMPS, OR LAMPS WITH A MINIMUM EFFICACY 40 LUMENS PER WATT FOR LAMPS 15 WATTS OR LESS, 50 LUMENS PER WATT FOR LAMPS OVER 15 WATTS TO 40 WATTS, AND 60 LUMEN PER WATT FOR LAMPS OVER 40 WATTS. IMC, TABLE 403.642 FAN TESTED CFM a 25 1113 MIN. FLEX DIAMETER MAX LENGTI, IN FEET MIN SMOOTH DIAMETER MAX LENGTI- IN FEET MAX ELBOW; 50 4' 25 4' 10 3 50 5' 90 5' 100 3 50 6' NO LIMIT 6' NO LIMIT 3 80 4' NA 4' 20 3 80 5' 15 5' 100 3 80 6' 90 6' NO LIMIT 3 100 5' NA 5' 50 3 100 6' 45 6' NO LIMIT 3 1. FOR EACH ADDITIONAL ELBOW SUBTRACT 10 FT FROM LENGTH FLEX DUCTS OF THIS DIAMETERARE NOT PERMITTED WITH FANS OF THIS SIZE. TABLE MI601.1.1(2) GAGES OF METAL DUCTS AND PLENUMS USED FOR HEATING OR COOLING DUCT SIZE MIN. THICKNESS (INCHES AND MM) EQUIVALENT GALVANIZED SHEET NO. MINIMUM THICKNESS ROUND DUCTS 4 ENCLOSED RECTANGULAR DUCTS 14 INCHES AND LESS 0.0151 (03950mm) 28 0.0115 16 AND 18 INCHES 0.0181 (0.4112mm) 26 0.018 20 INCHES AND OVER 0.0236 (0.6010mm) 24 0.023 EXPOSED RECTANGULAR DUCTS 14 INCHES OR 0.0151 (0.3950mm) 28 0.0115 OVER 14 INCHES 0.0181 (0.4112mm) 26 0.018 SOURCE SPECIFIC VENTILATION DUCTS SHALL TERMINATE OUTSIDE THE BUILDING. EXHAUST DUCTS IN SYSTEMS WHICH ARE DESIGNED TO OPERATE INTERMITTENTLY SHALL BE EQUIPPED WITH VACK-DRAFT DAMPERS. ALL EXHAUST DUCTS IN UNCONDITIONED SPACES SHALL BE INSULATED TO A MINIMUM OF R-4. TERMINAL ELEMENTS SHALL HAVE AT LEAST THE EQUIVALENT NET FREE AREA OF THE DUCT WORK. TERMINAL ELEMENTS FOR EXHAUST FAN DUCT SYSTEMS SHALL BE SCREENED OR OTHERWISE PROTECTED FROM ENTRY BY LEAVES OR OTHER MATERIAL. VIA SECTION 302.23 SEE TABLE 3-3 BELOW FOR PRESCRIPTIVE EXHAUST DUCT SIZING. HEATING AND COOLING APPLIANCES LOCATED IN A GARAGE AND WHICH GENERATE A GLOW, SPARK OR FLAME CAPABLE OF IGNITING FLAMMABLE BAPOR SHALL BE INSTALLED WITH THE PILOTS AND BURNERS OR HEATING ELEMENTS AND SWITCHES AT LEAST 18-INCHES ABOVE THE FLOOR SURFACE. FIRE DAMPERS NEED NOT BE INSTALLED IN AIR DUCTS PASSING THROUGH THE WALL, FLOOR OR CEILING SEPARATING A RESIDENCE (GROUP R, DIVISION 3 OCCUPANCY) FROM A GARAGE (GROUP M, DIVISION I OCCUPANCY). PROVIDED SUCH DUCTS WITHIN THE GARAGE ARE CONSTRUCTED OF STEEL HAVING A THICKNESS NOT LESS THAN 0.019-INCHES (NO. 26 GALVANIZED SHEET GAUGE) AND HAVE NO OPENINGS INTO THE GARAGE PER THE INTERNATIONAL MECHANICAL CODE OR INTERNATIONAL FUEL GAS CODE. WARM AIR FURNACE INSTALLATIONS IN ATTIC OR CRAWL SPACES SHALL COMPLY WITH THE INTERNATIONAL MECHANICAL CODE AND INTERNATIONAL FUEL GAS CODE. EVERY APPLIANCE DESIGNED TO E VENTED SHALL BE CONNECTED TO A VENTING SYSTEM COMPLYING WITH THE INTERNATIONAL MECHANICAL CODE AND INTERNATIONAL FUEL GAS CODE. EVERY FACTORY BUILT CHIMNEY, TYPE L BENT, TYPE B GAS BENT OR TYPE BW GAS BENT SHALL BE INSTALLED IN ACCORDANCE WITH THE TERM OF ITS LISTING, MANUFACTURERS INSTALLATION INSTRUCTIONS AND THE REQUIREMENTS OF THE INTERNATIONAL MECHANICAL CODE AND INTERNATIONAL FUEL GAS CODE. A TYPE B OR BUJ GAS BENT SHALL TERMINATE PER THE INTERNATIONAL MECHANICAL CODE. A TYPE L VENTING SYSTEM SHALL TERMINATE NOT LESS THAN 2-FEET ABOVE THE HIGHEST POINT WHERE THE VENT PASSES THROUGH THE ROOD OF THE BUILDING AND AT LEAST 2-FEET HIGHER THAN ANY PORTION OF THE BUILDING WITHIN 10-FEET OF THE VENTS PER THE INTERNATIONAL MECHANICAL CODE. SMOKE 4 CARBON MONOXIDE ALARMS: IRC SECTION R314 4 WAC R315. ALL SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL2I1 AND INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THE INTERNATIONAL RESIDENTIAL CODE AND THE HOUSEHOLD WARNING EQUIPMENT PROVISIONS OF NFPA12. SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM, OUTSIDE EACH SEPERATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS, IN NAPPING AREA OF FAMILY CHILD DAYCARE HOMES, ON EACH ADDITIONAL STORY OF THE DWELLING INCLUDING BASEMENTS AND HABITABLE ATTICS. EXHAUST FANS: IRC 3303.4, SECTION MI501, MI501. EXHAUST FANS ARE REQUIRED IN EACH KITCHEN, BATHROOM, WATER CLOSET ROOM, LAUNDRY FACILITY, INDOOR SWIMMING POOL, SPA AND OTHER ROOMS WHERE EXCESS WATER VAPOR OR COOKING ODOR IS PRODUCED. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED OUTDOORS AT A POINT WHERE IT WILL NOT CAUSE A NUISANCE AND NOT LESS THAN THE DISTANCES SPECIFIED IN IMC SECTION 501.2.1. THE AIR SHALL BE DISCHARGED TO A LOCATION FROM WHICH IT CANNOT AGAIN BE READILY DRAWN IN BY VENTILATING SYSTEM. DRYER EXHAUST DUCTS SHALL NOT BE EXHAUSTED INTO AN ATTIC OR CRAWL SPACE. THE TERMINATION POINT SHALL BE LOCATED AT LEAST 3-FEET FROM PROPERTY LINES, 3-FEET IN ANY DIRECTION FROM OPENINGS INTO THE BUILDINGS AND 10-FEET FROM MECHANICAL AIR INTAKES. CLOTHES DRYER: IRC SECTION MI502, G2439, 4 IMC SECTION 504. EXHAUST DUCTS, NOT LESS THAN 4' IN DIAMETER, SHALL BE CONSTRUCTED OF .016-INCH-THICK (28 GAGE) RIGID METAL DUCTS, HAVING SMOOTH INTERIOR SURFACES WITH JOINTS RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST DUCTS SHALL NOT BE CONNECTED WITH SHEET -METAL SCREWS OR FASTENING MEANS THAT EXTENDS INTO THE DUCT AND SUPPORT AT INTERVALS NOT LESS THAN I2-FEET. RANGE HOOD: IRC SECTION M1501, M1503, M1504, M1505, M1901 4 MI306. ALL KITCHENS SHALL BE PROVIDED WITH EXHAUST HOODS CAPABLE OF EXHAUSTING 100 CFM AT .25 INCHES WATER GAUGE. EXHAUST HOODS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER INSTALLATION INSTRUCTIONS AND DISCHARGE TO THE OUTDOORS. FIREPLACE HEARTH EXTENTION: IRC SECTIONS R1004.2, R1001.9, R1001.10 AND M1414.2. HEARTH EXTENTIONS OF APPROVED FACTORY -BUILT FIREPLACES SHALL BE INSTALLED IN ACCORDANCE WITH LISTING OF THE FIREPLACE. THE HEARTH EXTENTION SHALL BE READILY DISTINGUISHABLE FROM THE SURROUNDING FLOOR AREA. MASONRY FIREPLACE HEARTHS AND HEARTH EXTENTIONS SHALL BE CONSTRUCTED OF CONCRETE OR MASONRY, SUPPORTED BY NONCOMBUSTIBLE MATERIALS. FIREPLACE HEARTHS SHALL BE AT LEAST 4' THICK AND HEARTH EXTENTIONS SHALL BE AT LEAST 2' THICK. THE FIREPLACE EXTENTION SHALL EXTEND AT LEAST 16' IN FRONT OF, AND AT LEAST 8' BEYOUND EACH SIDE OF THE FIREPLACE OPENING. CLEARANCE TO COMBUSTABLES 4 FIREPLACE FIREBLOCKING: IRC SECTIONS R302.13, RI001.11, 1003.18, 1003.19, AND MI306.2.1. COMBUSTABLE INSULATION SHALL BE SEPERATED A MINIMUM OF 3' FROM HEAT PRODUCING APPLIANCES. COMBUSTION AIR/EXTERIOR AIR SUPPLY: IRC SECTIONS R303.4, R1001.1.1 (WAG), AND RI006. (WAG), MI101 AND G2401. FUEL BURNING APPLIANCES SHALL BE PROVIDED WITH COMBUSTION AIR OBTAINED FROM OUTSIDE THE STRUCTURE DUCTEDINTO THE FIREBOX. DIRECT VENT APPLIANCES OR EQUIPMENT THAT DO NOT DRAW COMBUSTION AIR FROM INSIDE OF THE BUILDING SHALL BE PROVIDED WITH COMBUSTION VENTILATION AND DILUTION AIR IN ACCORDANCE TO THE MANUFACTURER'S SPECIFICATIONS. FUEL GAS DRYERS SHALL BE PROVIDED WITH MAKE-UP AIR AS DIRECTED BY MANUFACTURER SPECIFICATIONS. UJATER HEATERS: UPC CHAPTER 5 4 608, IRC SECTION MI301.2, M2005 4 IECC/U1SEC R403.4. WHEN WATER HEATERS OR HOT WATER STORAGE TANKS ARE INSTALLED IN LOCATIONS WHERE LEAKAGE OF THE TANKS OR CONNECTIONS WILL CAUSE DAMAGE, THE TANK OR WATER HEATER SHALL BE INSTALLED IN A WATERTIGHT PAN OF CORROSION RESISTANT MATERIAL. THE PAN SHALL BE AT LEAST 1.5' DEEP AND WITH A 3/4' DIAMTER DRAIN TO THE EXTERIOR OF THE BUILDING NOT LESS THAN 6' AND MORE THAN 24' ABOVE THE ADJACENT GROUND SURFACE. GARAGE/DUJELLING DOOR/OPENINGS: IRC SECTION R302.5.1 OPENINGS BEWTEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SELF -CLOSING, SOLID WOOD DOORS NOT LESS THAN 1-3/8' (35MM) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-38' THICK, OR 20-MINUTE FIRE -RATED DOORS. GARAGE/DUJELLING SEPARATION: IRC SECTION R302.5, R302.6. THE GARAGE SHALL BE SEPERATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2' GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8' TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPERATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPERATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2' GYPSUM BOARD OR EQUIVALENT. ATTIC ACCESS: IRC SECTION R8O1.I BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF CONSTRUCTION SHALL HAVE AN ATTIC ACCESS OPENING TO ATTIC AREA THAT EXCEEDS 30 SQ FT AND HAVE A VERTICAL HEIGHT OF 30'. MINIMUM ACCESS OPENINGS SHALL NOT BE LESS THAN 22'X 30'. THE ATTIC ACCESS SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION WITH A 30' MINIMUM UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE ABOVE THE ACCESS OPENING. STAIR WIDTH: IRC SECTION R311.1.1 STAIRWAYS SHALL NOT BE LESS THAN 36' IN CLEAR WIDTH AT ALL POINTS ABOVE THE HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. HANDRAILS SHALL NOT POJECT MORE THAN 4-1/2' ON EITHER SIDE OF THE STAIRWAY AND -HE MINIMUM CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, NCLUDING TREADS AND LANDINGS, SHALL NOT BE LESS THAN 31-1/2' WHERE THE HANDRAIL IS INSTALLED ON ONE SIDE AND 21' WHERE HANDRAILS ARE INSTALLED ON BOTHE SIDES. STAIR TREADS, RISERS 4 RAMP SLOPE: IRC SECTION R311.1.5 4 R311.8.1 THE MINIMUM RISER HEIGHT SHALL BE 1-3/4'. THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8'. THE MINIMUM TREAD DEPTH SHALL BE 10'. THE TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL LL NOT EXCEED TH E SMALLEST BY MORE THAN 3/8'. A NOSING NOT LESS THAN 3/4' BUT NOT MORE THAN I-I/4' SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS. OPEN RISERS ARE PERMITTED, PROVIDED THAT THE OPENING DOES NOT PERMIT THE PASSAGE OF A 4' DIAMETER SPHERE. SPIRAL/CIRCULAR/UJINDING STAIRS: IIRC SECTION R311.4, R311.1.10, R311.1.5.2.I SPIRAL STAIRWAYS AND BULKHEAD ENCLOSURES STAIRWAYS SHALL COMPLY WITH ALL REQUIREMENTS OF STAIRWAYS EXCEPT: SPIRAL STAIRWAYS ARE PERMITTED, PROVIDED THE MINIMUM WIDTH BELOW THE HANDRAIL SHALL BE 26' WITH EACH TREAD HAVING A 1-1/2' MINIMUM TREAD DEPTH AT 12' FROM THE NARROWER EDGE. ALL TRADS SHALL BE IDENTICAL, AND THE RISE SHALL BE NO MORE THAN 9-1/2'. A MINIMUM HEADROOM OF 6'-6' SHALL BE PROVIDED. CIRCULAR STAIRWAYS CONFORMING TO THE REQUIREMENTS OF THIS SECTION MAY BE USED AS A MEANS OF EGRESS COMPONENT IN ANY OCCUPANCY. THE MINIMUM WIDTH OF RUN SHALL NOT BE LESS THAN 10-INCHES AND THE SMALLER STAIRWAY RADIUS SHALL NOT BE LESS THAN TWICE THE WIDTH OF THE STAIRWAY. UINDING STAIRWAYS IN GROUP R, DIVISION 3, OCCUPANCIES AND IN PRIVATE STAIRWAYS IN GROUP R, DIVISION I OCCUPANCIES. WINDING STAIRWAYS MAY 13E USED IF THE REQUIRED WIDTHOF RUN IS PROVIDED AT A POINT NOT MORE THAN 12-INCHES FROM THE SIDE OF THE STAIRWAY WHERE THE TREADS ARE NARROWER, BUT IN NO CADE SHALL THE WIDTH OF RUN BE LESS THAN 6-INCHES AT ANY POINT. ILLUMINATION: IRC SECTION R303.1 ALLINTERIOR AND EXTERIOR STAIRWAYS SHALL BE PROvIDED WITH A MEANS TOILLUMINATE THE STAIRS, INCLUDING LANDINGS AND TREADS. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. HALLWAYS: THE WIDTH OF HALLWAYS SHALL BE DETERMINED A5 SPECIFIED IN SECTION 1003.23, BUT SUCH WIDTH SHALL NOT BE LESS THAN 44 INCHES, EXCPT A5 SPECIFIED HEREIN. HALLWAYS SERVING AN OCCUPANT LOAD OF LESS THAN 50 SHALL NOT BE LESS THAN 36 INCHES IN WIDTH. 100433.2. DOORS, WI -IN FULLY OPENED, AND HANDRAILS SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE THAN 1 INCHES. DOORS IN ANY POSITION SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE THAN NONE HALF. OTHER NONSTRUCTURAL PROJECTIONS SUCH AS TRIM AND SIMILAR DECORATIVE FEATURES MAY PROJECT INTO THE REQUIRED WIDTH 1 1/2 INCHES FROM EACH SIDE. MECHANICAL VENTILATION SYSTEM: IRC MI501 EACH DWELLING UNIT AND GUEST ROOM SHALL BE PROVIDED WITH A WHOLE HOUSE MECHANICAL VENTILATION SYSTEM DESIGNED IN ACCORDANCE WITH MI5013.I THROUGH M1501.3.1 OR IN ACCORDANCE WITH SPECIFICATIONS ALLOWED IN THE INTERNATIONAL MECHANICAL CODE. CONTROLS AND OPERATION (MI5083.2): 1. LOCATION OF CONTROLS. CONTROLS FOR ALL VENTILATION SYSTEMS SHALL BE READILY ACCESSIBLE BY THE OCCUPANT. 2. INSTRUCTIONS: OPERATING INSTRUCTIONS FOR WHOLE -HOUSE VENTILATION SYSTEMS SHALL BE PROVIDEDTO THE OCCUPANT BY THE INSTALLER OF THE SYSTEM. 3. LOCAL EXHAUST SYSTEMS. LOCAL EXHAUST SYSTEMS SHALL BE CONTROLED BY MANUAL SWITCHES, DEHUMIDISTATS, TIMERS, OR OTHER APPROVED MEANS. 4. CONTINUOUS WHOLE -HOUSE VENTILATION SYSTEMS. CONTINUOUS WHOLE -HOUSE VENTILATION SYSTEMS SHALL OPERATE CONTINUOUSLY. EXHAUST FANS, FORCED -AIR SYSTEM FANS, OR SUPPLY FANS SHALL BE CAPABLE OF OPERATING THE VENTILATION SYSTEM WITHOUT ENERGIZING OTHER ENERGY -CONSUMING APPLIANCES. A LABEL SHALL BE AFFIXED TO THE CONTROLS THAT READS 'WHOLE HOUSE VENTILATION (SEE OPERATING INSTRUCTIONS).' 5. INTERMITTENT WHOLE -HOUSE VENTILATION SYSTEMS. INTERMITTENT WHOLE -HOUSE VENTILLATION SYSTEMS SHALL COMPLY WITH THE FOLLOWING: ENERGY- 5.1. THEY SHALL BE CAPABLE OF OPERATING INTERMITTENLY AND CONTINUOUSLY. 5.2. THEY SHALL HAVE CONTROLS CAPABLE OF OPERATING THE EXHAUST FANS, FORCED -AIR SYSTEM FANS, OR SUPPLY FANS WITHOUT ENGERIZING OTHER CONSUMING APPLIANCES. 5.3. THE VENTILATION RATE SHALL BE ADJUSTED ACCORDING TO THE EXCEPTION IN SECTION 403.8.5.1 5.4. THE SYSTEM SHALL BE DESIGNED SO THAT IT CAN OPERATE AUTOMATICALLY BASED ON THE TYPE OF CONTROL TIMER INSTALLED. 5.5. THE INTERMITTEN MECHANICAL VENTILATION SYSTEM SHALL OPERATE AT LEAST ONE HOUR OUT OF EVERY FOUR. 5.6. THE SYTEM SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL, SUCH A 24-HOUR CLOCK TIMER AS 5.1. AT THE TIME OF FINAL INSPECTION, THE AUTOMATIC CONTROL SHALL BE SET TO OPERATE THE WHOLE -HOUSE FAN ACCORDING TO THE SCHEDULE USED TO CALCULATE THE WHOLE -HOUSE FAN SIZING. 5.8. A LABEL SHALL BE AFFIXED TO THE CONTROL THAT READS 'WHOLE -HOUSE VENTILATION (SEE OPERATING INSTRUCTIONS).' TABLE MI50133(1) CONTINUOUS WHOLE -HOUSE VENTILATION SYSTEM AIR FLOW RATES TABLE MI50133(I) DWELLING UNIT FLOOR AREA (SF) NUMBER OF BEDROOMS 0 - I 2-3 4-5 AIRFLOW IN CFM <1500 30 45 60 1501-3000 45 60 15 3001-4500 60 15 90 4501-6000 15 90 105 INTERMITTEN MECHANICAL FAN SHALL OPERATE NOT LESS THAN ONE HOUR EVERY 4-HOURS. WHERE THE SYSTEM HAS CONTROLS THAT ENABLE OPERATION FOR NOT LESS THAN 25% EVERY 4-HOURS THE VENTILATION RATE SHALL BE MULTIPLIED BY THE FACTOR IN TABLE MI50133(2) SAFETY GLAZING CODE. COMPLIANCE. Aay PR0\ 1D FEB 0 3 2m5 City of Tukwila BU THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF GLAZING AND SHALL BE PROVIDED WITH SAFETY GLAZING I) GLAZING IN INGRESS AN EGRESS DOORS EXCEPT JALOUSIE. ILDIEIC DIVISION 2) GLAZING IN FIXED PANELS AND SLIDING OR SWINGING PANELS OF SLIDING OR SWINGING TYPE DOORS OTHER THAN WARDROBE DOORS. 3) GLAZING IN STORM DOORS. 4) GLAZING IN ALL UNFRAMED SWINGING DOORS. 5) GLAZING IN DOORS AND ENCLOSURES FOR HTUEiaCIUNIRLPOOLS JAUNA STEAM ROOMS, BATHTUBS, AND SHOWERS. ZING "IN AN vPb1 T1ON BUILDING WALL ENCLOSING THES COMPAWJ tT SOT OM ,l` EXPOSED EDGE OF THE GLAZING IS LES 14 6 41N014 P j C0'). $ `A''STANDING\ SURGACE AND DRAIN INLET. I F h, gip% 6) GLAZING IN FIXED OR OPERABLE PANE I ADS C ,STOSIQpO NEAREST EXPOSED EDGE OF THE GLAZI IS l l I >2J4WC+.I" VERTICAL EDGE OF THE DOOR IN A CLOIY,lT'® KI(I Q 1 EXPOSED EDGE OF THE GLAZING 15 LESS \HN A k INC ii SURFACE. HIRE THE H ONETHRR -' o'OTTgj o ` 3YE 1;dE ,lU4LKINq 1) GLAZING IN FIXED OR OPERABLE PLANELS OTI 11fA TI- q5E `COVER; ED BY ITEM NUMBER 5 AND 6 WHICH NAVE A GLAZED ARE7 TN`:FXCESS-OF..-% SQUARE FEET AND THE LOWEST EDGE IS LESS THAN 18 INCHES ABOVE T11-1 FINNISHED FLOOR, OR TOP EDGE MORE THAN 36' ABOVE THE FLOOR LEVEL OR WALKING SURFACE WITHIN 36 INCHES OF SUCH GLAZING. IN LIEU OF SAGETY GLAZING, SUCH GLAZED PANELS MAY BE PROTECTED WITH A HORIZONTAL MEMBER NOT LESS THAN 1-1 INCHES IN WIDTH WHN LOCATED BETWEEN 34 AND 36 INCHES ABOVE THE WALKING SURFACE CAPABLE OF WITH STANDING 50° PER LIN. FT. WITHOUT CONTACTIONG THE GLASS. 8) GLAZING IN RAILINGS. REGARDLESS OF HEIGHT ABOVE THE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NON-STRUCTURAL IN -FILL PANELS. 9) GLAZING IN WALLS AND FENCES USED AS THE BARRIER FOR INOOR AND OUTDOOR SWIMMING POOLS AND SPAS WHEN ALL OF THE FOLLOWING CONDITIONS ARE PRESENT: I)THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE POOL SIDE OF THE GLAZING. 2) THE GLAZING IS WITHIN 5 FEET OF A SWIMMING POOL OR SPA WATERS EDGE. 10) GLAZING IN WALLS AT STAIRWAYS LANDINGS WITHIN THE WIDTH OF THE STAIR AND WITHIN 5 FEET OF THE BOTTOM AND TOP OF STAIRWAYS WHERE THE BOTTOM EDGE OF THE GLASS IS LESS THAN 60 INCHES ABOVE A WALKING SURGACE RECNVED CITY OF TUKWILA JAN 1 4 2015 PERMIT CENTER w J PAYMENT OF USES FEE IS DUE TO THE RESIDENTIAL GROUP PRIOR TO CONSTRUCTION FOR EACH STRUCTURE BUILT FROM THESES PLANS. THESE PLANS ARE COPYRIGHTED IN ACCORDANCE WITH FEDERAL STATUTES. REPRODUCTION BY ANY METHOD OF ALL OR PORTIONS OF THESE PLANS OR VARIATIONS THEREOF WITHOUT WRITTEN PERMISSION FROM THE RESIDENTIAL GROUP IS STRICTLY PROHIBITED. THESE DRAWINGS AND PLANS SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE, AND SHALL REMAIN TO THE PROPERTY OF THE RESIDENTIAL GROUP, LLC. PREPARED BY: CC 0 4- 0 L 0 co co In ii to co co I I .1 cV N W oU- 0 ri c.) z W d- 1.thi (N. f W ett F+ 1 ra4 14 Et g 1-1-A I CD EBY: A.H. DATE: 1/13/15 CHECKED: B.T. SHEET NO. JOB NO. TOP PLATE SUB FLR. 12 MI6 7o APPROX. GRADE EAST ELEVATION COMP. ROOF TYP. - 6' BEVEL SIDING TYP. - VERIFY SHEAR WALL NAILING AND HOLDOWNS ARE PER PLAN AND SCHEDULE PRIOR TO INSTALLING SIDING - MASONRY AND WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER I.R.C. - PROVIDE GALVANIZED SHEET METAL FLASHING AND COUNTERFLASHING AT ALL ROOF / WALL INTERSECTIONS, CHIMNEYS, AND SKYLIGHTS - PROVIDE WEATHERSTRIPPING AND FLASHING AT ALL DOORS AND WINDOWS AS REQUIRED - CAULK ALL EXTERIOR JOINTS AND PENETRATIONS - POST ADDRESS ON BLDG. PRIOR TO FINAL INSPECTION - LOTS SHALL BE GRADED AS TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALL. SLOPE SHALL BE 6" IN FIRST 10 FT, OR DRAINS OR SWALES SHALL BE PROVIDED TO ENSURE DRAINAGE AWAY FROM STRUCTURE FASTENERS TO BE HOT -DIPPED GALV. STEEL, STAINLESS OR ALUM. (CORROSION RESISTANT) NOTE: PROVIDE CONTINUOS PRE -PAINTED G.I. "Z" FLASHING AT ALL EXT. DOOR & WINDOW HEADERS. Seattle DPD - (2nd half Permit fee at Final) SCALE: 1/4" = 1'-0" NORTH ELEVATION \MPI 'a REPRODUCTION9't: SE PLANS BY '0 PR(11 Uiili F RY ERAL .t., ARE 0 0 A. NISH!1B c lii 'i COMSCIIL OF PUR(LIi:riwOR^,''' TOME IDE&64L,t' i:':: 1,G40 PER OFFFP C \: L T 1E DESIGNEE XL T;,;N LLCAL COPIES or TIC PLAN. 0 0 per? • SCALE: 1 /4" = 1'-0" CONSTRUCTION NOTE: * REFER TO "S" SHEETS FOR WHICH CONTAIN STRUCTURAL DETAILS REFERENCES, FRAMING PLANS, SHEAR WALL KEY PLAN, & NOTES. * CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS, DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR. * NO FIELD ALTERATIONS WILL BE AUTHORIZED UNLESS ACCOMPANIED BY REVISED DRAWINGS. CODE COMPLIANCE FOR 1; CE C r i,• a fEB032015 Ci• ty oiTuivilia gull RECEIVED CITY OF TUJCWILA JAN 1 4 2015 PERMIT CENTER L.1 PAYMENT OF USES FEE 15 DUE TO THE RESIDENTIAL GROUP PRIOR TO CONSTRUCTION FOR EACH STRUCTURE BUILT FROM THESES PLANS. THESE PLANS ARE COPYRIGHTED IN ACCORDANCE WITH FEDERAL STATUTES. REPRODUCTION BY ANY METHOD OF ALL OR PORTIONS OF THESE PLANS OR VARIATIONS THEREOF WITHOUT WRITTEN PERMISSION FROM THE RESIDENTIAL GROUP IS STRICTLY PROHIBITED. THESE DRAWINGS AND PLANS SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE, AND SHALL REMAIN TO THE PROPERTY OF THE RESIDENTIAL GROUP, LLC. PREPARED BY: *World of Z Q OLi- m a_ rW V z W d— V i c\I Wr !' z rEt r00 Cf) exF 1 o ‹r Cn4 iE CBY: A.H. DATE: 1/13/15 CHECKED: B.T. SHEET NO. JOB NO. / 1 UJEST ELEVATION SCALE: 1 /4" = 1'-0" REPRODU !I'"�iYc, f P PLANS ® OF 'THESEIS PP,:;i'1 0E!.1°0, BY FEDERAL Wq. VIOLA1 PUNISHABLE BY FIB o 000 I DISE, C ! THE DES 61�: n:Yrf,II'l I E0'A - CU' rF THIS PLAP. a" `s. mc� SOUTW ELEVATION SCALE: 1/4" = 1'-0" CONSTRUCTION NOTE: * REFER TO "S" SHEETS FOR WHICH CONTAIN STRUCTURAL DETAILS REFERENCES, FRAMING PLANS, SHEAR WALL KEY PLAN, & NOTES. * CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS, DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR. * NO FIELD ALTERATIONS WILL BE AUTHORIZED UNLESS ACCOMPANIED BY REVISED DRAWINGS. (0111014.11n ONISIO RECE .VED CITY OF TUkWILA JAN 1 4 2015 PERMIT CENTER J PAYMENT OF USES FEE 15 DUE TO THE RESIDENTIAL GROUP PRIOR TO CONSTRUCTION FOR EACH STRUCTURE BUILT FROM THESES PLANS. THESE PLANS ARE COPYRIGHTED IN ACCORDANCE WITH FEDERAL STATUTES. REPRODUCTION BY ANY METHOD OF ALL OR PORTIONS OF THESE PLANS OR VARIATIONS THEREOF WITHOUT WRITTEN PERMISSION FROM THE RESIDENTIAL GROUP 15 STRICTLY PROHIBITED. THESE DRAWINGS AND PLANS SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE, AND SHALL REMAIN TO THE PROPERTY OF THE RESIDENTIAL GROUP, LLC. PREPARED BY: �0 CA I 03t I rn tn N W X Z Q oLI-. 0- 4- 0 L.- 0 W z V i W z ^ !f.1) r-T-1 g CID cn cip �t.na 1 o w d- W C2 P LC 0- (BY: A.H. DATE: 1/13/15 CHECKED: B.T. SHEET NO. JOB NO. 10'-0' COMPOSITION ROOFING IV FELT PAPER 1/16' SHEATHING ROOF FRAMING PER MFR" INSULATION BAFFLE VENTED BLOCKING AT ALTERNATE BAYS 5/4 x 8 FASCIA CONTINUOUS METAL. GUTTER WINDOW HDR. PER PLAN 5/4 TRIM SURROUND WINDOW W/ INS. GLASS 2x6 STUDS 9 16' O.C. R-21 INSULATION 1/16' SHEATHING SIDING PER ELEVATION TYVEK WRAP 3/4' T4G PLYWOOD GLUED 4 NAILED FLOOR JOISTS PER PLAN R-30 INSULATION 5/4 X 10 TRIM BAND 2X P.T. WOOD SILL 4' 4' CONT. TIGHTLINE TO STORM SEWER 4' 4' PERF. PLASTIC FTG. DRAIN SET IN WASHED GRAVEL W/ FILTER FABRIC OVER REBAR PER DETAIL 6 MIL. YAP. BARRIER - TYPICAL UJAL.L SECTION ENERGY I. 1,?4013 CERTIFICATE. A PERMCERTIFICATE SHALL BE COMPLETED AND POSTED ON OR WITHIN THREE FEET OF THE ELECTRICAL DISTRIBUTION PANEL BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL. THE CERTIFICATE SHALL LIST THE PREDOMINANT R-VALUES OF INSULATION INSTALLED IN OR ON CEILING/ROOF, WALLS, FOUNDATION (SLAB, BELOW GRADE WALL, AND/OR FLOOR) AND DUCTS OUTSIDE CONDITIONED SPACES* U-FACTORS FOR FENESTRATION AND THE RESULTS FROM ANY REQUIRED DUCT SYSTEM AND BUILDING ENVELOPE AIR LEAKAGE TESTING DONE ON THE BUILDING. 2. R402.4.12 TESTING. THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE RATE OF NOT EXCEEDING 5 AIR CHANGES PER HOUR TESTING SHALL BE CONDUCTED WITH A BLOWER DOOR AT A PRESSURE OF 02 INCHES WC. (50 PASCALS). WHERE REQUIRED BY THE CODE OFFICAL, TESTING SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. TESTING SHALL BE PERFORMED AT ANY TIME AFTER CREATION OF ALL PENETRATIONS OF TI-IE BUILDING THERMAL ENVELOPE. 3. R403.1.1 PROGRAMMABLE THERMOSTAT. WHERE THE PRIMARY HEATING SYSTEM IS A FORCED -AIR FURNACE, AT LEAST ONE THERMOSTAT PER DWELLING UNIT SHALL BE CAPABLE OF CONTROLLING THE HEATING AND COOLING SYSTEM ON A DAILY SCHEDULE TO MAINTAIN DIFFERENT TEMPERATURE SET POINTS AT DIFFERENT TIMES OF THE DAY. THE THERMOSTAT SHALL ALLOW FOR AT A MINIMUM, A 5-2 PROGRAMMABLE SCHEDULE (WEEKDAYS/WEEKEND5) AND BE CAPABLE OF PROVIDING AT LEAST TWO PROGRAMMABLE SETBACK PERIODS PER DAY. SPECIFICS AND EXCEPTIONS SEE 2012 SEC 4. SEC TABLE 4062 - MEDIUM DWELLING UNITS ARE REQUIRED TO DEVELOP 15 ENERGY CREDITS. SPECIFY TI-IE PROPOSED ENERGY OPTION CREDITS ON THE PLANS. ENERGY CREDIT: 5b EFFICENT WATER HEATING 5b (15pt) TOTAL = (I.5pt) PROPOSED FOR DESIGN N.T.S. SRC R3122.1 FOR ANY WINDOW THAT HAS* AN OPENING OF 12' OR MORE ABOVE FINISHED GRADE, 24' OR HIGHER ABOVE THE FINISHED FLOOR OF THE ROOM THE OPENING IS LOCATED IN, THE GLAZING SHALL BE FIXED OR HAVE AN OPENING LESS THAN 4' LI-4TIN SECTION IECC/WSEC R404) ALL LIGHTING A MINIMUM OF 1 '% OF PERMANENTLY INSTALLED LAMPS IN LIGHT FIXTURES SHALL 5E HIGH -EFFICACY LAMPS LUMINAIRES PROVIDING OUTDOOR LIGHTING AND PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING OR TO OTHER BUILDING ON THE SAME LOT SHALL BE HIGH EFFICACY LUMINAIRES SMOKE DETECTORS ,11 p INSTALL SMOKE DETECTORS PER CODE, 110V/9V INTERCONNECTED IIOv OCM CARBON MONOXIDE ALARM NEW CONSTRUCTION, AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SEPERATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS, SEE SECTION R315 VENTILATION SC1-4EIDULE MINIMUM SOURCE SPECFIC VENTILATION CAPACITY REQ. TABLE M1501.4 SYMBOL KITCHENS 100 CFM INTERMITTENT OR 25 CFM CONTINUOUS 1 2 BATHROOMS, TOILET ROOMS MECHANICAL EXHAUST CAPACITY AND LAUNDRY/UTILITY ROOM OF 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS 3 WHOLE HOUSE FAN 320 CFM 0 60 MIN EVERY FOUR HOURS N 5050 ' FX MASTER SUITE CARPET Y2 M. SAT1-4 CARPET a.M:rssa. LIVING ROOM CARPET 4060 IFX PATIO 4' CONC 4060 SH GREAT AT ROOM HARDWOOD 110V SD M4IN/UFFE FLOOR PLAN ENTRY HARDWOOD 3010 TRANS 4' CONC. DN 60601 FX ::;YS;:.:::1'✓,;,1 q';',,"nti:+ Y...*'*A,,Y' }.Y"y;eM , f a;• e,;; ..,i.'.O4,Y, p,sat ..:, Y :c;;it, :.: ,xf:;:x • KITC,4-IEN ..............'.i :3nx4"w'IM".iL: ^. 4xyu G:Y..%':+tY..w"v :t'.M"'i%...•,..n.,.•9 36' HIGH 1/2 WALL ARCHWAY DINING ROOM CARPET W/ WOOD BORDER 6050 XO 6020 TRANS. 10'-0' ' II 2 -8 3 -6 HALLWAYIIOV HARip1V100D T-7' 05D ILE/ }x i°; ti"Cllv,,:,yr: :yt 3e%ii2i4d•+:,r.};,.,nra ;'anl`r??ti .3 . 2868 ♦.♦♦♦ UTILITY TILE 13EDROOM 2 CARPET 'TILE ;x "' izd :• . kai°:;.^'•:Y"a °ii1S: .5aa^;`',°u^5' iFz °Y: PROVIDED SEISMIC RESTRAINT STRAP PER 501.2 OF 2012 UPC PROVIDE PRESSURE RELIEF VALVE TO EXTERIOR AND INSTALL APPROVED EXPANSION TANK. 4' BOLLARD OUTDOOR COMBUSTION AIR SHALL BE PROVIDED FOR THE APPLIANCES LOCATED IN THE GARAGE. PER IRC G2401.6 4 IMC304.6 8080 O.N.D. 15E1DR'OOM 3 CARPET 3 CAR GARAGE 4' CONG. -PROVIDE ONE LAYER'43' GWB TYPE 'X' AT CEILINGS COMMON WITH HABITABLE AREAS -WHERE THE SEPARATION IS A FLOOR - CEILING ASSEMBLY, CLAD ALL SUPPORT COLUMNS, BEAMS AND WALLS WITH ONE LAYER 1/2' GWB. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ATTIC AREA WITH NO LESS THAN 1/2' GWB ON THE GARAGE SIDE. 16080 O.N.D. SCALE: 1/4" = 1'-0" CONSTRUCTION NOTE: * REFER TO "S" SHEETS FOR WHICH CONTAIN STRUCTURAL DETAILS REFERENCES, FRAMING PLANS, SHEAR WALL KEY PLAN, & NOTES. * CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS, DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR. * NO FIELD ALTERATIONS WILL BE AUTHORIZED UNLESS ACCOMPANIED BY REVISED DRAWINGS. %4°RY:1y. EP[3CDUCTION xNi s., iES E hr F " e [. t_ .v> Bl ;; PO: BIT[ " FINES NCB_ 36(J miN. c1 a. ;A } 1NC R 0 F` Kti THIS PLAN. oe ;` ©Does° rf • LANDING AT EXTERIOR DOORWAY SHALL NOT BE MORE THAN 1 3/4' BELOW THE '- ' TOP OF THE THRESHOLD PROVIDED FOR • ''THE DOOR, OTHER THAN EXTERIOR STORM OR V, SCREEN DOORS, DO NOT SWING DOOR OVER THE LANDING. IRC R311.43 • 1313 t 4E4 SUMMARY FIRST FLOOR: 2155 SF TOTAL: GARAGE 2155 SF 692 SF RECEW . D CITY OF TURWILA JAN 1 4 2015 PERMIT CENTER w PAYMENT OF USES FEE IS DUE TO THE RESIDENTIAL GROUP PRIOR TO CONSTRUCTION FOR EACH STRUCTURE BUILT FROM THESES PLANS. THESE PLANS ARE COPYRIGHTED IN ACCORDANCE WITH FEDERAL STATUTES. REPRODUCTION BY ANY METHOD OF ALL OR PORTIONS OF THESE PLANS OR VARIATIONS THEREOF WITHOUT WRITTEN PERMISSION FROM THE RESIDENTIAL GROUP 15 STRICTLY PROHIBITED. THESE DRAWINGS AND PLANS SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE, AND SHALL REMAIN TO THE PROPERTY OF THE RESIDENTIAL GROUP, LLC. PREPARED BY: rums 1 imml a) Imola a) Cis W lima cs) V/ Emma Q alma o a -0 cam L. w 0 1:= W X 0 Li - a_ a CBY: A.H DATE: 1/13/15 CHECKED: B.T SHEET NO. A4 0 JOB NO. 44AE} GENERAL NOTES BUILDING copy 2012 IBC EDITION OF THE INTERNATIONAL BUILDING CODE AS AMENDED BY LOCAL JURISDICTION. ROOF LIVE LOAD = 25 PSF (SNOW) ROOF DEAD LOAD = 15 PSF FLOOR LIVE LOAD = 40 PSF (REDUCIBLE) FLOOR DEAD LOAD = 12 PSF WIND LOAD = 110 MPH WIND SPEED, EXPOSURE "B" SOIL SITE CLASS "D" CONSTRUCTION TYPE: V OCCUPANCY GROUP: R-3 DEFERRED SUBMITTAL ITEMS THE FOLLOWING IS A LIST OF ITEMS THAT ARE NOT INCLUDED IN THIS PLAN AND SHOULD BE PROVIDED BY THE BUILDER AT TIME OF APPLICATION FOR PERMIT OR AS A DEFERRED SUBMITTAL ITEM: - ALTERNATIVE I-JOIST/BEAM MANUFACTURER PLANS. - TRUSS DESIGN FOR ROOF FRAMING - HVAC SYSTEMS DESIGN - ELECTRICAL PLANS 4 SPECIFICATIONS (IF REQUIRED) SITE WORK GENERAL UNLESS A SOILS INVESTIGATION BY A QUALIFIED SOILS ENGINEER IS PROVIDED, FOUNDATION DESIGN IS BASED ON AN AVERAGE SOIL BEARING OF 1500 PSF PER SOILS REPORT EXTERIOR FOOTINGS SHALL BEAR 18" (MINIMUM) BELOW FINISHED GRADE. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. BACKFILL TO BE THOROUGHLY COMPACTED. BOLT HEADS AND NUTS BEARING AGAINST WOOD TO BE PROVIDED WITH 3'x3'xl/4' PLATE WASHERS. WOOD BEARING ON OR INSTALLED WITHIN 1" OF MASONRY OR CONCRETE TO BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. FOUNDATION SILL BOLTS TO BE 5/8" DIAMETER AT 6'-0" O.C. U.N.O. WITH MIN. 1' EMBEDMENT METAL FRAMING CONNECTORS TO BE MANUFACTURED BY SIMPSON OR APPROVED EQUAL. CONCRETE MINIMUM CONCRETE COMPRESSIVE STRENGTH (f'c) AT 28 DAYS TO BE 2,500 PSI WITH 6% AIR ENTRAINED +/- l% (FOR WEATHERING) WITH 5-1/2 MIX SACK CONCRETE 'BATCH TICKET" SHALL BE AVAILABLE ON SITE FOR REVIEW BY BUILDING OFFICIAL REINFORCEING STEEL TO COMPLY WITH ASTM A6,15 GRADE 60. LUMBER GRADES FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF THE GRADING RULES OF THE WESTERN PRODUCTS ASSOCIATION OR THE WEST COST LUMBER INSPECTION BUREAU. ALL SAWN LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY AND SHALL HAVE THE FOLLOWING UNADJUSTED DESIGN MINIMUM PROPERTIES: JOISTS: WOOD TYPE: 2X4 2X0 OR LARGER HF "2 - Fb=915 psi, Fv=150 psi, Fc=1300 psi, E=I300000psi HF *2 - Fb=915 psi, Fv=150 psi, Fc=I300 psi, E=1300000psi BEAM DF-L "2 - Fb=900 psi, Fv=180 psi, Fc=1350 psi, E=I600000psi DF-L *2 - Fb=815 psi, Fv=110 psi, Fc=600 psi, E=1300000psi 4.X &>< OR LARGER STUDS HF 02 - Fb=915 psi, Fv=150 psi, Fc=1300 psi, E=1300000psi HF *2 - Fb=915 psi, Fv=150 psi, Fc=1300 psi, E=I300000psi 2X4 2Xe> OR LARGER POSTS HF *2 - Fb=915 psi, Fv=150 psi, Fc=1300 psi, E=1300000psi HF *2 - Fb=915 psi, Fv=150 psi, Fc=1300 psi, E=I300000psi DF-L "2 - Fb=150 psi, Fv=110 psi, Fc=100 psi, E=1300000psi 4X4 4><& OR LARGER ,.oXeo OR LARGER GLUED -LAMINATED BEAM (GLB) SHALL BE 24F-V4 FOR SINGLE SPANS 4 24F-VS FOR CONTINUOUS OR CANTILEVER SPANS WITH THE FOLLOWING MINIMUM PROPERTIES: Fb = 2,400 PSI, Fv = 165 PSI, Fc = 650 PSI (PERPENDICULAR), E = 1,800,000 PSI. ENGINEERED WOOD BEAMS AND I -JOIST CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND SPECIFICATIONS FOR APROVAL BY BUILDING OFFICIAL. DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH THE LATEST ICC EVALUATION REPORT. PARALLAM (PSL) BEAMS SHALL HAVE THE MINIMUM POOPERTIES: Fb = 2,900 PSI, Fv = 290 PSI, Fc = 150 PSI (PERPENDICULAR), E = 2,000,000 PSI. MICROLLAM (LVL) BEAMS SHALL HAVE THE MINIMUM POOPERTIES: Fb = 2,600 PSI, Fv = 285 PSI, Fc = 150 PSI (PERPENDICULAR), E = 1,900,000 PSI. CALCULATION SHALL INCLUDE DEFLECTION AND CAMBER REQUIREMENTS_ DEFLECTION SHALL BE LIMTED AS FOLLOWS: FLOOR LIVE LOAD MAXIMUM = L/480, FLOOR TOTAL LOAD MAXIMUM = L/240. PREFABRICATED WOOD TRUSSES: PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED TO SUPPORT SELF WEIGHT PLUS LIVE LOAD AND SUPERIMPOSED DEAD LOADS AS STATED IN THE GENERAL NOTES TRUSSES SHALL BE DESIGNED 4 STAMPED BY A REGISTERED WASHINGTON STATE PROFESSIONAL ENGINEER AND FABRICATED FROM ONLY THOSE DESIGNS. NONBEARING WALLS SHALL BE HELD AWAY FROM THE TRUSS BOTTOM CHORD WITH AN APPROVED FASTENER (SUCH AS SIMPSON STC) TO ENSURE THAT THE TRUSS BOTTOM CHORD WILL NOT BEAR ON THE WALL. APPROVED HANGERS SHALL BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO MAIN GIRDER TRUSS. MANUFACTURER -DESIGNED AND APPROVED DIAGONAL AND SWAY BRACING SHALL BE INSTALLED AS REQUIRED. ROOF/WALL SHEATHING TYPICAL WALL SHEATHING SHALL BE 1/16' AND ROOF SHEATHING SHALL BE 1/16' UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE S l a 6" O.C. a PANEL EDGES AND 12" O.C. IN FIELD. UN.O. ON SHEARWALL SCHEDULE. SPAN INDEX SHALL BE 24/0. PLYWOOD FLOOR SHEATHING SHALL BE 3/4' T4G SHEATHING, UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE Sd COMMOM OR 6d RING SHANK AT 6' O.C. e PANEL EDGES AND 12" O.C. IN FIELD. SPAN INDEX SHALL BE 40/20. STAGGER END LAPS AT ROOF AND FLOOR SHEATHING. OSB SHEATHING PRODUCTS OF EQUIVALENT SPAN RATINGS SHALL BE ALLOWED. (6) (2) S1-IE,4R WALL SCHEDULE WALL MARK SHEATING TYPE SIDES SHEAR PANEL EDGE NAILING FIELD NAILING PANEL EDGES BASE PLATE NAILING ANCHOR BOLT DIA. 4 SPACING SILL PLATE SIZE HOEDOWN TYPES 1-6 1/16" ONE Sd e 6" O.C. 12" O.C. 2X I6d NAILS a 8' O.C. 5/8"m 12° O.C. 2X PER PLAN 1-4 1/16" ONE Sd e 4' O.C. 12" O.C. 2X 16d NAILS 0 6' O.C. 5/8"a e 42" O.C. 2X PER PLAN I. FRAMING SHALL BE HEM -FIR 42 6 16' O.C. MAX (UN.O.). THICKNESS OF STUDS TO BE 2x UNLESS NOTED IN SCHEDULE. 2. SHEATHING PANELS MAY BE LAVED VERTICAL OR HORIZONTAL. BLOCK ALL HORIZONTAL EDGES W/ 2x OR 3x BLOCKING PER SCHEDULE (UN.O.) 3. ALL EXTERIOR WALLS NOT DESIGNATED AS SHEARWALLS SHALL RECEIVE APA RATED SHEATHING OR ALL VENEER PLYWOOD SIDING OF EQUIVALENT THICKNESS AT POINT OF FASTENING ON PANEL EDGES, FULLY BLOCKED WITH MINIMUM NAILING OF Sd 9 6' O.C. EDGE, 12' O.C. FIELD. 4. NAILING APPLIES TO ALL STUDS, TOP AND BOTTOM PLATES, AND BLOCKING. PLYWOOD JOINT AND SILL PLATE NAILING SHALL BE STAGGERED PER IBC TABLE 23063, NOTE (e). 5. ANCHOR BOLT SPACING IS 6'-0' O.C. UNLESS NOTED OTHERWISE IN SCHEDULE. MINIMUM OF 2 ANCHOR BOLTS PER PIECE OF FOUNDATION PLATE. ANCHOR BOLTS SPACED NO GREATER THAN 12' AND NO LESS THAN 1 TIMES THE ANCHOR BOLT DIAMETER AT ENDS AND SPLICES. PROVIDE Y4'x3'x3' WASHERS AT ANCHOR BOLTS. DO NOT RECESS BOLTS. 6. ALL NAILS FOR SHEAR WALLS SHALL BE COMMON OR GALVANIZED BOX NAILS (UN.O.) PER IBC TABLE 2306.3. ALL SPECIFED NAILS SHALL HAVE THE FOLLOWING DIMENSIONS: 8d COMMON (0.131' DIA., 2)' LONG), 8d BOX (0.113' DIA., 2y' LONG), I0d COMMON (0.148' DIA., 3' LONG), I0d BOX (0.128' DIA., 3' LONG), I6d COMMON (0.162' DIA., 3V LONG), I6d SINKER (0.148' DIA., 3/4' LONG), 5d COOLER (0.086' DIA., i%' LONG), 6d COOLER (0.092' DIA., I %8' LONG) 1. I Y' No. 6 DRYWALL SCREWS (TYPE W OR 5) MAY BE SUBSTITUTED FOR NAILS LISTED AS 5d COOLER OR 6d COOLER FOR GYPSUM WALL BOARD SHEARWALLS PER IBC TABLE 2306.1. 8. IN LIEU OF 3x VERTICALS AND BLOCKING AT PANEL EDGES, 2-2x'S W/ 10d FACE NAILS STAGGERED AT THE SAME SPACING AS PANEL EDGE NAILING MAY BE SUBSTITUTED. PLYWOOD EDGES TO BE CENTERED BETWEEN THE 2-2x MEMBERS (THIS ALTERNATIVE DOES NOI APPLY TO WALLS WITH Sd EDGE NAILING AT 2' O.C. OR led EDGE NAILING AT 3' OR 2' O.C. OR WALLS SHEATHED ON BOTH SIDES) 9. HOLDDOWNS AND STRAPS OF EQUIVALENT UPLIFT CAPACITY MAY BE SUBSTITUTED FOR THOSE LISTED IN THE SHEARWALL SCHEDULE. COORDINATE WITH MANUFACTURER TO VERIFY APPLICABILITY AND PROPER INSTALLATION METHODS OF SUBSTITUTED NARDWAP.E. 10. SQUASH BLOCKS REQUIRED AT ENDS OF SHEAR WALLS WHERE FULL BEARING IS NOT PROVIDED BY THE FRAMING BELOW. 11. SIMPSON MASP MUDSILL ANCHORS, EVENLY SPACED, MAY BE SUBSTITUTED (2) FOR (I) FOR THE 5/8' DIA. SILL PLATE ANCHOR BOLTS SPECIFIED. (I.E. (2) MASP REPLACE (1) 5/8' DIA ANCHOR BOLT) I. UPPER FLOOR WALL PER PLAN W/ DBL STUDS AT STRAP MINIMUM 2. RIM BOARD PER PLAN 3. BEAM PER PLAN 4. FLOOR JOIST SYSTEM PER PLAN 5. STRAP TIE PER PLAN CENTER (3) STRAP ON RIM 9 WALL TO WALL 4 CENTER STRAP ON FLOOR DIAPHRAGM 9 WALL TO BEAM 6. LOWER FLOOR WALL PER PLAN W/ DBL STUDS AT STRAP MINIMUM (5) TYPICAL STRAP TI I-OLDOWN 1 UJ,ALL TO WALL 4 WALL TO E3EAM / SCALE: 3/4' =1' (I) (4) I. SHEAR WALL PER PLAN W/ DBL (5) STUDS AT HOLDOWN MINIMUM 2. ANCHOR BOLT STYLE HOLDOWN PER PLAN INSTALLED PER MANUF. SPECS. 3. RIM BOARD PER PLAN 4. FLOOR JOIST SYSTEM PER PLAN 5. ANCHOR BOLT INSTALLED PER MANUF. SPECS.(SEE BELOW FOR SIZE PER HOLDOWN) 6. CONCRETE STEM WALL PER PLAN 1. EXTEND ANCHOR BOLT W/ COUPLER NUT 4 ALL THREAD ROD HOLDOWN ANCHOR EMBED. SIMPSON LTT20B S5TBI6 125/s' SIMPSON LTTI31 SST1E316 125/8' SIMPSON 1-ITT16 SSTBI6 125i8' SIMPSON HDU2 SST15I6 125/8' SIMPSON 1-IDU5 SSTB20 165/8' SIMPSON HDU6 SSTB28 241/8' SIMPSON HDQB SSTB28 2414' (USE SSTBL ANCHOR BOLT 9 3x PLATE) TYPICAL ANC-IOR F3OLT OLDOUJN SCALE: /4' =1' E EXTENT OF HEADER (TWO BRACED WALL PANELS) (3) (2) (4) (6) (5) (10) S8C 1603.1.E SEISMIC DESIGN: SIMPLIFIED ALTERNATIVE STRUCTURAL DESIGN CRITIRIA FOR SIMPLE BEARING WALL SINGLE FAMILY DWELLING, LIGHT FRAME CONSTRUCTION LESS THEN THREE STORIES IN HEIGHT (EXCLUDING BASEMENT) SEISMIC DESIGN DATA: SOILS SITE CLASS D (ASSUMED) SEISMIC DESIGN CATEGORY D1/02 I E = 1.0 SISMIC USE GROUP 1 OCCUPANCY Rs= 6.5 LIGHT FRAMED WALLS W/ WOOD SHEAR WALL PANEL Si= 1.59 MAPPED MAXIMUM CONSIDERED EARTHQUAKE SPECTRAL RESPONSE ACCELERATION SHORT PIEROD Sa = 0.552 MAPPED MAXIMUM CONSIDERED EARTHQUAKE SPECTRAL RESPONSE ACCELERATION 1-SHORT PIEROD F„ = 1.00 SITE COEFFICIENT BASED ON SITE CLASS & S Fw 1.50 SITE COEFFICIENT BASED ON SITE CLASS & S W, SEISMIC WEIGHT OF OVERALL STRUCTURE, SEISMIC WEIGHT OF STRUCTURE ABOVE LEVEL x (LB) Sms = Ss* Fa , Sms = 1.59 Smi = Si * F„, , S mi = 0.83 S ps = - s * Sms , SE = 1.06 SDI _i * Smi , SDI = 0.55 P1- 0 0 0 MAIN FLOOR KEY FLAN P . pF THESE PL 1S ;( q.T ) ``•, .®e REPRODUCTIOid ?A''Pe w c ROh11311ED ., .•K 1. HEADER PER 'N I INIM'd1 h 11 VI01 T»' ° .BYE ; PUP•.I HI+l3i_E Bl FI`''' ' o 2. MINIMUM (2) 4`S l A IIN vietiC' o • ( 1 R7F PF QF PQ1:' 3. FASTEN TOP FJEA' f J` ' -f W : 6d' Ca)`S" :15Q000 rER ' s TO o CALL THE k. C 4. SIMPSON LSTA s`zR F '=TJE rx tl E E dl" W } L ON UNSID OF IHI Pv u SINKER NAIL FACE 5. FASTEN SHEATHING T 0 P n DER 1W/ d3d-`COMMON- GALV. BOX NAILS IN 3" GRIQTTERN A SHOWN & 3" O.C. IN ALL FRAMING (STUDS, BLOCKING, SILLS) TYP. 6. 3" MINIMUM THICKNESS WOOD STRUCTURAL PANEL SHEATHING 7. FOR PANEL SPLICE (IF NEEDED), PANEL EDGES SHALL BE BLOCKED W/ 3x OR (2) 2x, & OCCUR WITHIN 24" OF MID HEIGHT. IF 2x BLOCKING IS USED, FACE NAIL W/ (3) 16d SINKERS. 8. STRAP TIE HOLDOWN PER PLAN 9 %" DIA. ANCHOR BOLT W/ 7" MINIMUM EMBEDMENT. USE 36"x2"X2" PLATE WASHER MINIMUM (TESTED ASSEMBLY) 10. 11. 12. FOUNDATION PER PLAN SHEATHING FILLER IF NEEDED 100011 STRAP TIE HOLDOWN PER PLAN SECTION THRU WALL PORTAL FRAME CONSTRUCTION (FIELD BUILT) N.T.S (2) STHDIORJ (5) TYPICAL STRAP TIE HOLDOWN 0 FOUNDATION I. SHEAR WALL PER PLAN W/ DBL STUDS AT HOLDOUJN MINIMUM 2. STRAP TIE IHOLDOWN PER PLAN INSTALLED PER MANUF. SPECS. 3. RIM BOARD PER PLAN 4. FLOOR JOIST SYSTEM PER PLAN 5. CONCRETE STEM WALL PER PLAN .) SCALE: /4'=1' GOOF:. COMPLIANCE FEB0326 City O4 1 U"G.a Mtt,DING P! IVON RECEIVED CITY OF TURWILA JAN 1 4 2015 PERMIT CENTER EXPIRES 12/28/ l PREPARED BY: r=1 z W d- T V j W H or) Cc c) LT-1 W N C:4 W rBY: A.H. DATE: 1/13/15 CHECKED: B.T. SHEET NO. JOB NO. 1. BASE PLATE NAILING PER SHEAR WALL SCHEDULE 1. BASE PLATE NAILING PER SHEAR WALL SCHEDULE )2 4 (9) (3) 2. FLOOR SHEATHING PER PLAN 3. I -JOIST PER PLAN, SECURE TO PLATE W/ (2) 10d NAIL PER JOIST 4. SOLID CONTINUOUS RIM BOARD 5. PROVIDE (1) 114 BAR AT UPPER 12" OF STEM WALL 6. 5/8" DIAMETER ANCHOR BOLT @ 72" 0.C. W/ 7" EMBED. (U.N.O. IN SHEAR WALL SCHEDULE) 7. 114 @ 48" 0.C. W/ STANDARD HOOKS ALTERNATE BENDS, NO WET SET PERMITTED, (IF MONO POUR VERTICAL REBAR DONOT REQ'S) 8. (2) 114 BARS CONTINUOUS AT BOTTOM 9. EDGE NAILING PER SHEAR WALL SCHEDULE 10. 16d TOE NAILS @ 6" 0.C. NOTE: SIMPSON LTP4 @ 48" 0.C. REQUIRED IF PLYWOOD SHIM OCCURS AT RIM BOARD CRAWL SPACE FOUNDATION. SCALE: N.T.S. 1. 2. 3. 4. 5. 6. BLOCKING BY JOIST MFR. (3) 16d PER BLOCK FLOOR SHEATHING I -JOISTS PER PLAN BEAM PER PLAN 2x CLEAT EACH SIDE OR SIMPSON BC POST CAP 7. 4x OR 6x P.T. POST W/ SIMPSON A34 EACH SIDE OR SIMPSON PB POST BASE 8. CONC. FOOTING PER PLAN 9. EDGE NAILS TYPICAL INTERIOR SPREAD FOOTING SCALE: N.T.S. 1.WOOD COLUMN PER PLAN 2. SIMPSON PB POST BASE AS OCCURS (U.N.0 ON THE PLAN) 3• 113 TIES AT 10" O.C. AT PEDESTAL 4. (4) 114 DOWELS W/ ALTERNATE BEND FOR PEDESTAL 5. FINISH GRADE OR CONCRETE SLAB WHERE OCCURS 6. 12" SQUARE CONCRETE PEDESTAL (OPTIONAL) 7. CONCRETE FOOTING 8. 2-114 BARS EACH WAY (U.N.O. ON THE PLAN) 9. ARCHITECTURAL COVER, SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION WOOD COLUMN AT FOOTING SCALE: N.T.S. FOUNDATION VENTILATION USE 14' X 1' SCREENED FDN. VENTS (1) VENT = .52 SQ. FT. NET FREE VENT AREA FDN. AREA = NET VENT AREA REQ'D (N.v.A.) 150 N.VA. = QTY. OF VENTS REQUIRED .52 2641 300 - 8.83 .83 - 16.98 2 TOTAL VENTS REQUIRED = 11 ALL FDN. VENTS TO BE LOCATED TNREE FEET FROM THE BUILDINGS CORNERS PER R40S2 (IRC) (6) (3) z (8) 2. FLOOR SHEATHING PER PLAN 3. I -JOIST PER PLAN 4. SOLID CONTINUOUS RIM BOARD 5. PROVIDE (1) 114 BAR AT UPPER 12" OF STEM WALL 6. 5/8" DIAMETER ANCHOR BOLT @ 72" 0.C. W/ 7" EMBED. (U.N.O. IN SHEAR WALL SCHEDULE) 7. 114 @ 48" 0.C. W/ STANDARD HOOKS ALTERNATE BENDS, NO WET SET PERMITTED 8. (2) 114 BARS CONTINUOUS AT BOTTOM 9. EDGE NAILING PER SHEAR WALL SCHEDULE 10. 16d TOE NAILS @ 6" 0.C. (GALVANIZED NAILS) I -JOIST BLOCKING AT PANEL EDGES (1ST BAY ONLY) NOTE: SIMPSON LTP4 @ 48" 0.C. REQUIRED IF PLYWOOD SHIM OCCURS AT RIM BOARD CRAWL SPACE FOUNDATION. SCALE: N.T.S. 441 (9) (7) (4) O oOQ o0 0 4' (3) E a 7,r 8' 4' / / / / (8) 1. SHEATHING & NAILING PER SHEAR WALL SCHEDULE 2. EDGE NAILING PER SHEAR WALL SCHEDULE 3. FINISH GRADE OR SLAB AS OCCURS 4. PROVIDE (1) 114 BAR AT UPPER 12" OF STEM WALL 5. 114 @ 48" 0.C. W/ STANDARD HOOKS ALTERNATE BENDS 6. CONC. SLAB AS OCCURS 7. TREATED SILL PLATE W/ 5/8" DIAMETER ANCHOR BOLT @ 72" O.C. W/ 7" EMBED. (U.N.O. IN SHEAR WALL SCHEDULE) 8. (2) 114 BARS CONTINUOUS AT BOTTOM OF FOOTING 9. R-10 INSULATION MIN. (SEE ARCHITECT) TYPICAL SLAB ON GRADE FONDATION SCALE: N.T.S. 1. FLOOR DIAPHRAGM EDGE NAILING 2. 2x BLOCKING (4 SIDES) W/ (2) 16d NAILS TO POST 3. POST PER PLAN SECURED TO FOOTING WITH (2) SIMPSON A34 FRAMING ANGLES U.N.O. 4. ISOLATED FOOTING PER PLAN AND REINFORCING PER PLAN ISOLATED FOOTING AT COLUMN SCALE: N.T.S. FOUNDATION FOOTING SCHEDULE NOTE: USE MIN. 6' WIDE POST BELOW BEAM SPLICES USE P.T. 4 X 4 POSTS BELOW 4 X BEAMS UN.O. USE P.T. 6 X 6 POST BELOW 6 X BEAMS UN.O. O24 P.T. POST ON 24' DIA. X 10' THICK CONC. FOOTING 24 P.T. POST ON 24' DIA. X 10' THICK CONC. FOOTING W/ (3) *4 BARB EACH. WAY 30 P.T. POST ON 30' X 30' X 12' THICK CONC. FOOTING W/ (3) * 5 BARS EACH WAY 36 P.T. POST ON 36' X 36' X 12' THICK CONC. FOOTING W/ (4) • 5 BARS EACH WAY 42 P.T. POST ON 42' X 42' X 12' THICK CONC. FOOTING W/ (4) * 5 BARS EACH WAY FOOTING SIZES BASED ON 1500 psf SOIL BEARING CAPACITY , 24 LL X N 24 6'47 2'-0' 6'-0' 24 QC 1- U 0 3'-0' 5'-0' 2'- IND L_ 24 24 24 6'-0' 24 / 24 6'-0' 6'-0' 22' X 33' CRAWL SPACE ACCES 24 24 J POUNI24TION FR4MINC PLAN 6'-0' SLAB ON GRADE 4' CONC. 6'-0' 24 6'-0' 24 24 CRAWL SPACE IS' MIN. W/ 6 MIL VAPOR BARRIER TYP. 4'-6' 6'-0' 24 24 24 24 24' x 24' x 10' CONC. PIER W/ P.T. 6 x 6 POST 6'-0' NEC 250.52 Grounding Electrodes. A concrete encased grounding electrode is required in all new concrete footings. The electrode shall consist of at least 20 feet of 1/2" or larger reinforcement bar or Bare copper conductor not smaller than 4 AWG, and shall be located horizontally within that portion of a concrete foundation or footing that is in direct contact with the earth & encased by at least 2" of concrete. (NOTE: 20 foot rebar shall be one continuous piece tied alongside any vicinity footing rebar and shall protrude 8" min. above top of foundation wall near location of power panel.) - ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED SOFFIT, VENT, AND INSULATE ALL CANTILEVERED AREAS PROVIDE SOLID BLOCKING OVER SUPPORTS ALL FOOTINGS TO REST ON UNDISTURBED SOIL - PROVIDE SUPPLEMENTAL JOISTS/BLOCKING BELOW SHEAR WALLS AS INDICATED ON FRAMING PLAN ® PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED (U.N.0.) PROVIDE COPY OF CONCRETE "BATCH TICKET" ON SITE FOR REVIEW BY BUILDING OFFICIAL CONSTRUCTION NOTE: * REFER TO "S" SHEETS FOR WHICH CONTAIN STRUCTURAL DETAILS REFERENCES, FRAMING PLANS, SHEAR WALL KEY PLAN, & NOTES. * CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS, DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RE .LILTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR. * NO FIELD ALTERATIONS WILL BE AUTHORIZED UNLESS ACCOMPANIED BY REVISED DRAWINGS. 6'-0' 24 6'-0' r 214 L 7 IDENTIFY LOT LINES IDENTIFY LOT LINES Lot lines shall be established on site and made visible to verify distance of building setbacks the from lot lines, at time of footing/foundation inspection, prior to pouring concrete. A survey may be required to verify lot lines. ....(.... PLEASE NOTE: Setback(s) shall be calculated and measured from the buildings finish face or corner of the building nearest the property line and not necessarily measured from the exterior foundation. 6'-0' 24 24 CONT. FTG. 6'-0' 24 6'-O' 14' X 1' SCREENED FDN VENTS (11) REQ'D 3'-0' 24 24 6'-0' 24 24 SL413 ON GRADE IMO 6'-0' 4' CONC. SLAB ON 4' COMP. FILL TYP. SLOPE 3/16' / FT TOWARD DOORS 24 24 i9 yz Jq s +t CONT. FTG. O y ®®fenq 4 PA''e0/@ (' \' ,'-RftR0BUC110N ;.1 0' wf ,IET 1 I5 ' FIIBITED BY hEf3 ALZAAI. Vl TIOU.S INES ARE PUNISHABLE! Y. coOF i s Lfi µHOME @i ag TO $150,000 E y''$ CALL THE pF'S OBTAIN LZGKe. 6'-0' na,n3 t';L" IISIF 2'- 2 36' MIN. LANDING ti, NC. RECEIVED CITY OF TUKWILA JAN 1 4 2015 PERMIT CENTER LLJ Ld EXPIRES PREPARED BY: r. Ul 141 Cal a. co 1+1 rx.1 z roo LT.1 z i24 (7) cf) a. rip en 11) (BY: A.H. DATE: CHECKED: B.T. SHEET NO. CM JOB NO. Co.(), TRUSS AT STUD WALL SCALE: N.T.S. (I) 1. TRUSS PER PLAN 2. SIMPSON H1 OR H2.5 CLIP EVERY TRUSS 3. STUD WALL 4. PLYWOOD SHEATHING 5. EDGE NAILING 6. 2X BLOCKING ®24" W/ 3-10d PER BLOCK TOENAIL INTO PLATE 7. SHEAR PANEL EDGE NAILING 8. SHEATHING AND NAILING PER SHEARWALL SCHEDULE 1. GIRDER TRUSS PER PLAN 2. VALLEY TRUSSES OR CONVENTIONAL OVERFRAMING 3. ROOF SHEATHING CONTINUOUS BELOW OVERFRAMING. TRUSS TOP CHORDS W/O SHEATHING SHALL BE BRACED W/ 2x4 ® 24" O.C. ATTACHED W/ (2) 10d NAILS PER TRUSS 4. ROOF TRUSS PER PLAN 5. FACE MOUNT HANGER PER TRUSS MANUF. TRUSS AT GIRDER TRUSS SCALE: N.T.S. 1. ROOF SHEATHING W/ EDGE NAILING TO TRUSS 2. 2x4 FLAT BLOCKING AT (4) SIDES OF BLOCKING PANEL 3. ROOF TRUSSES PER PLAN 4. SHEATHING AND EDGE NAILING PER SHEAR WALL SCHEDULE FOR WALL BELOW 5. BLOCKING NAILED TO TOP PLATE PER BASE PLATE NAILING OF WALL BELOW 6. INTERIOR SHEAR WALL PER PLAN SHEAR BLOCKING @ INT. SHEAR WALL SCALE: N.T.S. (3) (4) (5) (6) (9) (4) GABLE END TRUSS SCALE: N.T.S. NOTE: RIDGE BOARD SHALL BE AT LEAST 1-INCH NOMINAL THICKNESS AND NOT LESS IN DEPTH THAN THE CUT END OF THE REFTER, ALL VALLEYS AND HIPS SHALL NOT LESS THAN 2-INCH NOMINAL THICKNESS AND NOT LESS IN DEPTH OF THE CUT END OF THE RAFTER. 1. EDGE NAILING 2. CONTINUOUS FASCIA WITH (2) 10d NAILS PER JOIST 3. 2x4 OUTRIGGER 12" OR LESS FROM EXTERIOR WALL ® 48" O.C. (MORE THAN 12" FROM EXTERIOR WALL ® 24" O.C.) 4. EDGE NAILS PER SHEAR WALL SCHEDULE 5. 2-10d TOENAIL OUTLOOKER THRU. TRUSS (OUTLOOKER EXTENDING MORE THAN 12" FROM EXTERIOR WALL USE A34 MIN.) 6. GABLE - SHEATHINGEND ANDTRUSS NAILING PER SHEARWALL SCHEDULE FOR WALL BELOW 7. 2X6 CONTINUOUS W/ 10d NAILS ® 8" O.C. STAGGER EACH ROW 8. TRUSSES PER PLAN 9. 10d ® 6" O.C. TIE TRUSS INTO 2X CONTINUOUS MEMBER 2X OVER FRAME ® 24" O.C. w/ 2-10d TOE NAILS TO VALLEY BOARD 4, TRUSS OR RAFTER PER PLAN 5. 2X CONTINUOUS VALLEY BOARD FLAT W/ 2-I6d NAIL PER TRUSS TYP. NOTE: 1. PLYWOOD SHEATHING ON PRIMARY ROOF TRUSSES SHALL 13E CONTINUOUS. 2. AT 2X OVER FRAMING USE THE FOLLOWING: 0. 4' 2X4 MIN. 4'-8' 2X6 MIN. 8'-10' 2X8 MIN. 10'-12'----2X10 MIN. VALLEY FRAME AT OVERFRAME SCALE: N.T.S. GABLE END 6x8 DF *2 . la.titu4' .S :+ :C "a as!w' n; :ti•;'t?xs 4>:e; ;i;s" ';Ctixblhw1'ai,:, , GABLE END ROOF FR4MINC PLAN 6x8 DF *2 RIDGE 6x8DF02 GABLE END TRUSS PirdtN Puss 5 1/8 X 10.5 GLIB GABLE END TRUSS n5iixx;'.m. ti? FRAMIN 6:12 p QC 5I/8X13.5GLB ® OF TI ESE PL HY 4Ei NS IS {) H61TED DcI ttL LAW. )1TIi)"•'' I-Iiu3LL , I U OU •m I Xi) ' i ,FYfinnrx-xR FFENSE CALL TIIE DESK.; TO OBTAIN LEGAL ''IE OF THIS P ALL BEAMS AND HEADERS TO BE 6X8 DF #2 AT BEARING WALLS, U.N.O SHADED AREAS INDICATE OVERFRAMING, 2X6 ® 24" O.C., U.N.O. - BEARING WALLS ARE INDICATED AS SHADED WALLS PROVIDE VENTED BLOCKING AT REQUIRED TRUSS/RAFTER BAYS - ALL MANUFACTURED TRUSSES: * SHALL NOT BE FIELD ALTERED WITHOUT ENGINEER'S APPROVAL * SHALL HAVE DESIGN DETAILS AND DRAWINGS ON SITE FOR FRAMING INSPECTION * SHALL BE INSTALLED AND BRACED TO MANUFACTURER'S SPECIFICATION * SHALL CARRY MANUFACTURER'S STAMP ON EACH TRUSS IF AN ENGINEERED ROOF FRAMING LAYOUT IS PROVIDED BY THE TRUSS SUPPLIER, THAT TRUSS LAYOUT SHALL SUPERCEDE THE TRUSS LAYOUT INDICATED IN THE PLANS. PROVIDE TRUSS LAYOUT AND SPECS ON SITE FOR INSPECTION. ® PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED (U.N.O.) ROOF VENTS CAL: - XXXX/ 300 _ ??? X 144 = XXX SQ.IN REQ'S 2' OF XX-FT CONT. RIDGE VENT = XXX SQ.IN (7) 1' X 1' ROOF JACK VENT = XXX SQ-IN TOTAL, AREA VENTING PROVIDED = XXX SQ-IN SCALE: 1 4" ;-1' ti 'r 1arF°aF° b AFC: .1 'I° D s RECE ,ED CITY OF TURWILA JAN 1 4 2015 PERMIT CENTER CONSTRUCTION NOTE: * REFER TO "S" SHEETS FOR WHICH CONTAIN STRUCTURAL DETAILS REFERENCES, FRAMING PLANS, SHEAR WALL KEY PLAN, & NOTES. * CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS, DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR. * NO FIELD ALTERATIONS WILL BE AUTHORIZED UNLESS ACCOMPANIED BY REVISED DRAWINGS. w 1 EXPIRES 12/28/1 5 PREPARED BY: COM Sawa nL_ BEINIa C c L,J "CJ (l O) (a73 L8 0 co if)N I CO Nt I I N N W X oL x W z q) 0.4 0) W ra4 r 1 ; co GO cip W N 1 EP.,4 /BY: A.H DATE: 1/13/15 CHECKED: B.T SHEET NO. S3 MI JOB NO. 4-44AE