Loading...
HomeMy WebLinkAboutPermit D15-0302 - OCHOA RESIDENCE - NEW SINGLE FAMILY RESIDENCEOCHOA RESIDENCE 40G," S 152 ST D15-0302 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.Rov COMBOSFR PERMIT Parcel No: 00410 0630 Permit Number: D15-0302 4volAddress: 4 152ND ST Issue Date: 3/4/2016 Permit Expires On: 8/31/2016 Project Name: OCHOA RESIDENCE Owner: Name: CERVANTES ELIAZAR ANGULO Address: 4004 S 152ND ST, TUKWILA, WA, 98188 Contact Person: Name: MICHAEL VALIENTE Address: 1802 NW 201ST ST, SHORELINE, WA, 98177 Contractor: Name: OWNER AFFIDAVIT - OCHOA Address: License No: Lender: Name: ANTONIO & MARIA OCHOA Address: 19421 141ST AVE SE, RENTON, WA, 98058 Phone: (206) 427-3525 Phone: Expiration Date: DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 3590 SQ FT SINGLE FAMILY RESIDENCE WITH A 446 SQ FT ATTACHED GARAGE. Project Valuation: $469,671.40 Fees Collected: $12,213.53 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: V-B Occupancy per IBC: R-3 Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: 125 Sewer District: VALLEY VIEW SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-466: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Volumes: Cut: 252 Fill: 105 Number: 0 Water Main Extension: ;.,,,,.. s�s Water Meter: No )944�011 Permit Center Authorized Signature: 1� i� Date: 1 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 agree to the conditions attached to this permit. Signature: l' / n C' 6 " faDate: 3 1q (16 Print Name: �V-1" 61 (1 ' V\o x� 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: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2436) 2: 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). 4: 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) 5: 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) 6: Maximum grade for all projects is 15% with a cross slope no greater than 5%. (City Ordinance #2435) 3: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 7: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 8: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. ***PUBLIC WORKS PERMIT CONDITIONS*** 10: 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. 11: 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. 12: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 13: Any material spilled onto any street shall be cleaned up immediately. 14: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 15: 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. 16: The Land Altering Permit Fee is based upon an estimated 252 cubic yards of cut and 105 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. 17: 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. 18: 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. 19: The house fire sprinkler system shall be designed by a Fire Sprinkler System Designer. Designer shall verify in writing to the Public Works Inspector that a 3/4-inch water meter and service, line meets domestic water and fire flow requirements. If domestic water and fire flow requirements are not met, then a 1-inch water meter with a 1-inch service line is required. Refer to attached Public Works Details for 1" FIRE/DOMESTIC SERVICE and/or 1" FLOW -THROUGH SYSTEM. Coordinate with Public Works Project Inspector. 23: Work under this permit shall comply with Geotechnical Assessment by Gary A. Flowers, PLLC, (Geological & Geotechnical Consulting), dated November 12, 2015 and subsequent Geotechnical Evaluations. 20: Applicant shall obtain water meter from Water District #125 (206-242-9547). Since Water District #125 doesn't inspect water pipe downstream of meter, City of Tukwila inspection is required. 21: Applicant shall obtain sanitary side sewer permit from Valley View District (206-242-3236). 22: Owner/Applicant shall contact the local postmaster regarding location of mailbox(es) installation. Location of mailbox(es) installation shall be coordinate with Public works. 24: Any work under this permit within the Public right-of-way will require a performance bonding, insurance, and a ROW Hold Harmless Agreement. 25: ***BUILDING PERMIT CONDITIONS*** 26: 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. 27: 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. 28: 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. 29: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 30: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 31: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 32: All wood to remain in placed concrete shall be treated wood. 33: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 34: 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. 35: 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. 36: 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. 37: 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). 38: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 39: 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. 40: 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. 41: ***MECHANICAL PERMIT CONDITIONS*** 42: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 43: 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. 44: Manufacturers installation instructions shall be available on the job site at the time of inspection. 45: 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. 46: 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. 47: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 48: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 49: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 50: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 51: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 52: 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. 53: 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. 54: 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. 55: 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. 56: 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. 57: 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. 58: 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. 59: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 60: 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 0609 PIPE/DUCT 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 0602 SLAB/FLOOR INSUL 5090 STORM DRAINAGE 0412 UNDERFLOOR FRAMING 9001 UNDERGROUND 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR CITY OF TUKH. .9 Community Development Department • Public Works Department • Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 ht!p://www.TukwilaWA.jzov Combination Permit No. f- 0-30`� Project No.: / Date Application Accepted: 1,Z / y11s Date Application Expires: use 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 zKing Co Assessor's Tax No.: 004100-0632 Site Address.S 152ND ST 98188 PROPERTY OWNER Name: ANTONIO & MARIA OCHOA Address: 19421 141ST AVENUE SE City: RENTON State: WA Zip: 98058 CONTACT PERSON - person receiving all project communication Name: Michael Valiente Address: 1802 NW 201st St City: Shoreline State: WA Zip: 98177 Phone: (206) 427-3525 Fax. Email: apdi92@outlook.com GENERAL CONTRACTOR INFORMATION Company Name: Owner Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: u0i2- RECORD Company Name: M') M�t1C f-, t� TI�S Axc�itec�N e: /�AAi6WrLA69?f, Address:: ton uw z4q" 5T . City:5w-(�Llte State:U)A "'181-71 Phone: 2a,, 42n tr26Fax: Email: A PU I e-TZ @ OnCCKK • Cohi ENGINEER OF RECORD Company Name: D.S. Engineering Engineer Name: Don Shin Address: 3121 147th Place SE City: Mill Creek State: WA Zip: 98012 Phone: (425) 338-4776 Fax: Email: dshin@engineer.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: 1 7DN � D + M"JA 6y-"A Address: 1q4 Z 147� /WIC 5 j� City: P20N—JW State: bQ-A Zip:�'g� R A':\Applications\Forms-Applications On Line\201 1 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 Page 1 of 4 bb PROJECT INFORMATION — Valuation of project (contractor's bid price): $ Scope of work (please provide detailed information): New Residence DETAILED BUILDING INFORAMTION — PROJECT FLOOR AREAS PROPOSED SQUARE FOOTAGE Basement 0 151 floor 1,568 2 floor 2,022 Garage 0 carport ❑ 446 Deck — covered ❑ uncovered ❑ Total square footage 4,036 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: 4-0 Value of mechanical work $ 7t 000 fuel type: ❑ electric © gas Afurnace <100k btu q - appliance vent ventilation fan connected to single duct thermostat weedlgas stove water heater (electric) emergency generator �' other mechanical equipment Ooze p4rce 7 eo tilts PLUMBING: 6 1 Wr Q Value of plumbing/gas piping work $ 5 bathtub (or bath/shower combo) bidet 1 dishwasher 1 floor drain. 7 lavatory (bathroom sink) 7 water heater (gas) 7 sink lawn sprinkler system 1 5 5 5 clothes washer shower water closet gas piping outlets H:\Applications\Farms-Applications On Line\2011 Applications\Combination Permit Application Revised 8-9-1 l.docx Revised: August 2011 bb Page 2 of 4 PUBLIC WORKS PERMIT INFORMA i ION - Scope of work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. WATER DISTRICT ❑ ...Tukwila P... Water District #125 ❑ .. Highline ❑ .. Renton ❑ ....Letter of water availability provided SEWER DISTRICT ❑ ...Tukwila 9..Valley View ❑ .. Renton ❑ .. Seattle ❑ ...Sewer use certificate ❑ ...Letter of sewer availability provided SEPTIC S STEM: ❑ .. On -sit t' st — for on -site simfic system, provide 2 copies of a current septic design approved by King County Health Department. SUBMITTED WITH APP ATION (MARK BOXES WHICH APPLY): ® ...Civil Plans (Maximum Paper Size — 22" X 34") ❑ ...Technical Information Report (Storm Drainage) 0 .. Geotechnical Report ❑ ... Hold Harmless — (SAO) ❑ ...Bond ❑ ...Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (ROW) PROPOSED ACTIVITIES (MARK BOXES THAT APPL ❑ ...Right -Of -Way Use - Potential disturbance ❑ .. Construction/Excavation/Fill - Right -of -Way... ❑ -or- Non Right -of -Way.. ❑ ❑ ...Total Cut Cubic Yards ❑ .. Work In Flood Zone ❑ ...Total Fill Cubic Yards ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ ..Trench Excavation ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Utility Undergrounding ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ .. Backflow Prevention - Fire Protection " ❑ ...Traffic Control ❑ .. 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 ❑ ® ...Water Main Extension Public ❑ - or - Private ❑ FINANCE INFORMATION — THIS INFORMA170N IS REQUIRED TO BE FILLED OUT WHEN REQUESTING WATER OR SEWER SERVICE Fire line size at property line number of public fire hydrant(s) ❑ ...water ❑ ...sewer ❑ ...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\201 I Applications\Combination Permit Application Revised 8-9-1 I,docx Revised: August 2011 Page 3 of 4 bh PERMIT APPLICATION NOTES — AI•rLICABLE TO ALL PERMITS IN THIS APPLICATION — 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. PROPERTYAOWNER OR AUTHORIZED AGENT: Print Name: ANTONIO & MARIA OCHOA Date: 12/03/2015 Day Telephone: 0(0 q49 80 4s Mailing Address: 19421 141 ST AVENUE SE 98058 RENTON WA 98058 city state zip H:\Applications\Forms-Applications On Line\201 I Applications\Combination Permit Application Revised 8-9-1 l.doex Revised: August 2011 Page 4 of 4 bb BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME 0(AVfA N Ie� PERMIT # o3oZ 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 category: Mobilization Erosion prevention Water/Sewer/Surface Water Road/Parking/Access A. Total Improvements �10 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) 5. Enter total excavation volume 2I �02 cubic yards Enter total fill volume 105 cubic yards 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 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 thereof. 3-7 ao GRADING Plan Review Fees ( $ 0 TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATL 3! (1+4+5y, $ 250 (1) (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 12/17/14 RECEIVED CITY OF TUKWILA DEC 0 4 2015 PERMIT CENTER BULLETIN A2 6. TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees Permit Is'suance/Inspection Fee (B+C+D) (6) 7. Pavement Mitigation Fee $ --- (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the pavement mitigation fee. 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 1 $0.00 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. ot7 $ -7 Z (8) QUANTITY IN CUBIC RATE YARDS 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 1st 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. ' 10,001 — 100,000 $325.00 for the 1" 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1st 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. 9. Technology Fee (5 % of 6+8) r -r Approved 09.25.02 2 Last Revised 12/17/14 W; -°. BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 10. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($52.50 — includes Technology Fee) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al /o Total A through E $ (A) 11. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) B. Allentown Sewer (Ordinance 1777) C. Ryan Hill Water (Ordinance 1777) D. Allentown/Foster Pt Water (Ord 2177) E. Allentown/Foster Pt Sewer (Ord 2177) F. Special Connection (TMC Title 14) G. Duwamish H. Transportation Mitigation I. Other Fees DUE WHEN PERMIT IS ISSUED $ .140 Total A through I (6+7+8+9+10+11) $ $ /n/- (w) 16 61 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) tallation Cascade Water Alliance RCFC 01.01.2015-12.31.2015 otal Fee 0.75 $625 $6005 $6630 1 $1125 $15,012,55K $16,137.50 1.5 $2425 $3 , 25 $32,450 2 $2825 040 $50,865 3 $4425 Z $96,0 $100,505 4 $7825 $150,125 $157,950 6 $12525 $300,250 $312,775r Temporary Meter \ 0.75" $300 2.5" $1,500 Approved 09.25.02 3 Last Revised 12/17/14 C-jq-1k, QUANTITYDESCRIPTIONS ACCOUNT 1 PermitTRAK $8,953.31 D15-0302 Address: 4004 S 152ND ST Apn: 0041000630 $8,953.31 DEVELOPMENT $4,635.60 PERMIT FEE R000.322.100.00.00 0.00 $4,631.10 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 $1,267.88 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $1,013.88 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $72.50 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $72.50 GRADING PLAN REVIEW R000.345.830.00.00 0.00 $37.00 GRADING PERMIT ISSUANCE R000.342.400.00.00 0.00 $72.00 TECHNOLOGY FEE $260.83 TECHNOLOGY FEE R000.322.900.04.00 0.00 $260.83 TOTAL FEES PAID BY RECEIPT: R7828 $8,953.31 Date Paid: Friday, March 04, 2016 Paid By: 8A DETAILING Pay Method: CHECK 2490 Printed: Friday, March 04, 2016 10:28 AM 1 of 1 CI?WSYSTEMS DESCRIPTIONS PermitTRAK ACCOUNTQUANTITY PAID $3,260.22 D15-0302 Address: 4004 S 152ND ST Apn: 0041000630 $3,260.22 DEVELOPMENT $3,010.22 PLAN CHECK FEE R000.345.830.00.00 0.00 $3,010.22 PUBLIC WORKS $250.00 BASE APPLICATION FEE • R6793 R000.322.100.00.00 0.00 $250.00 $3,260.22 Date Paid: Friday, December 04, 2015 Paid By: 8A DETAILING & CLEANING LLC Pay Method: CHECK 2488 Printed: Friday, December 04, 2015 1:00 PM 1 of 1 VM SYSTEMS INSPECTION RECORD S^� Retain a copy with permit k� INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 438-9350 Project: Q O/-! 1 SI �� e T e of Inspection: � I E) aC. i. J& rlAJ L Address: Date Called: aNb Q, Special Instructions: Date Wa to : f a.m. �0/ 6 m. Requesttef A'." I VA Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: bA Inspector: Date: A,, i► El REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. �r INSPECTION RECORD Retain a copy with permit (bid O 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: We 1 s t��-- 06 Type of Inspection: S t &' 6 Address: o0 2 � 7— Date Called: Special Instructions: a.m. Date WantVIZT16 m Requester. Phone No: Approved per applicable codes. Corrections required prior to approval. t__J Inspector: Date: 9 fZl� REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD 2 Retain a copy with permit IN CTION N0. 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: C e)A 0r bC-WCfMr Type of Inspection: Address: T7- Date Called: Special Instructions: a.m. Date WanteMV16 .m. Requester: Phone No: ® Approved per applicable codes. 11 Corrections required prior to approval. 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 1 INSPEZTION 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: c146A to Type of I specti�� Address: a—ZNb 159— Date Called: Special Instructions: Date Wanted'�� a.m. m. Requester: Phone No: Approved per applicable codes. M- Corrections required prior to approval. paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD / Retain a copy with permit ' d INS CTION 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: A ItZic a of Inspection: LVMi 1 AL Address: S tSZN, 5.- Date Called: Special Instructions: Date Wante a.m. M. Requester: Phone No: Approved per applicable codes. 11 Corrections required prior to approval. ❑ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. / INSPECTION RECORD .� � � (�9(LxV, � Retain a copy with permitFPh 3 2' N T PERMIT NO. CITY OF TUKWILA BUILDING DIMP, 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Ob) 431-3670 Permit Inspection Request Line (206) 438-9350��®����f Project: ®� �� �� Type of Inspection: Ad ress�.�j Date Ca . Special Instructions: Date Wanted: a.m. v� P.m. Reque er: Phone No: Approved per applicable codes. El 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. INSPECTION RECORD 1�^ 7 Retain a copy with permit �fS� P T N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3 70 Permit Inspection Request Line (206) 438-9350 (-?, na T*5�41 f Project- Typ o I pection: Addres :. Date Calle . S cial Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. 11 Corrections required prior to approval. 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 NNSPiCION 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: O Type of Inspectior�, Address: SoSv Datb Called: Special Instructions: Date 6Wa�- N f 6 pm. Requester: Phone No: pnspector. q/ 1uate:/- _ -7 i_ I / I 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 D(J` 030 2- SPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 9818 (206) 4 1-3670 Permit Inspection Request Line (206) 438-9350 fi,( Pro'ec� Type f Inspection: A r �6 r�J y 00 Date Called - Special Instructions: fA Date Wa ed:(R� _ / a.m. 6'_ IJ �t� p.m. Requester: Phone No: pector: / 1 ^— REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. c� INSPECTION RECORD j�1S-0 0(ro . ] rl-, Retain a copy with permit NSPE N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 �206) 431;3670 Permit Inspection Request Line (206) 438-9350 (�aS F( p_ p(gcV Project: Typ of Ins ection: � A ress: 06Lk o. t Date Cal . : Special Instructions: /�� t' Date Wanted: a.m. p.m. Requester: Phone No: Inspector: �j�- Date REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Q INSPECTION RECORD e 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 Pr ec : Type of Inspe tion: V4 I Address: Date Calle . Special Instructions: PA Date Wanted: a.m. 5-3 — t p.m. Requester: Phone No: ln5pECiOr Dater REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Calt to schedule reinspection. �y����_1� -cM;WNM 1� INSPECTION RECORD Cf Retain a copy with permi 1S_ D3Q2 INSP 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 P ect:Il �� Yl �a I �-`� Type of I p cation: �f Address: arkq So r (ram , Date Called: Spe ial Instructions: vl Date Hied: a.m. t p.m. Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. • q • 'I , _" 40 nspector: �REINSPECTION PEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. To INSPECTION RECORD r 6 d Retain a copy with permit I CTION 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 P�rojec � V Oct Type of Inspect Address: b�i�Tf 00 Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: IInspector: 1 / r" (Date: q-- 2— — 1,6 I 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 D (3 03or 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 pbeCt: Q a , /� /V Type pf ls p tioJr�� Address: , ®® fo C,(al/le Date Special Instructions: p� Date nted: a.m. .' 7 p.m. Requester: Phone No: Inspector:p��- Date ,/�2 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection a 60)INSPECTION RECORD Retain a copy with permit k-IRSPECTION NO. PERMIT NO. W CITY OE TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project] �) Type of Inspecti n: Ad ress: ` Date Call d: Special Instructions: t�1 DateqWnted:a.m. 6_ P.M. Requester: Phone No: 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 Proiect: 1 t7� Type of Ins ction Address: Lf So— Date Called: Special Instructions: 4-44 Date WanteLd s a.m. I_ _ p.m. Requester: Phone No: Inspector: Date:, / REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.. k INSPECTION RECORD Retain a copy with permit f S ECTION N0, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 POecti A 1 f� riot Type of Inspectbon: ` ttiS Address: D '��� Date Called: Special Instructions: Date Wanted: / a.rn. �/) ��� p.m. Requester: Phone No: Inspector: (uate:-3 `73 _Ili REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. J `, lfi Pr6ct: L4O0tXf r-f Type ofInspecUo c oT-t Address: K0 fo , rri'vv'-J-ff Date Called: Special Instructions: Date Wanted: a.m. — t ,6 p.m. Requester: Phone No: Inspector: I©ate `' G� i El REINSPECTION FEE REQUIRED. Prior to next iinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Calf to schedule reinspection. INSPECTION RECORD I 0 11� % 0 3 Retain a copy with permiti'�d L' INSP ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (20 ) e431-3 70 I� Permit Inspection Request Line (206) 438-9350 24 INSPECTION RECORD 0 Retain a copy with permit IN CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila. WA 98188 (06) 431-3670 Permit Inspection Request Line (206) 438-9350�� Pr ect:p / /� '� _/,�` /Z Type Ins ection:� (g6jr( f.W4 Date Called: Special Instructions: Date anted: a.m. �' Ithp.m. Requester: AV �� Pho a No: 6-C:( � QApproved per applicable codes. Corrections required prior to approval. ♦ •ri'Lafi�� I i��� 0 Ri iillIL emu r J •� / r NEW! I IInspector: e F— IDate�OP3 — / L/ l�5 El REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD �v 2_. �} Retain a copy with permit 6 � S- !/A INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: ! Type of Inspe Qn: Address: g00a. 15-)_ Contact Person: Suite #: Special Instructions: Phone No.: Approved per applicable codes. COMMENTS: A L -0tL Corrections required prior to approval. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: j1d,. ,_ <j,, I Date: �j f �j(� Hrs.: j $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. willing Aaaress 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 lei - b 3 2- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Type o. Insp ction: Address: Contact Person: Suite #: +Q Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 7 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: ❑ $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 RECORDl `w- o-- Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: CSC � Type of Inspection: 5 � Gov -,�r" Address: �00C . S) S c1 Contact Person: Suite #. Special Instructions: Phone No.: aApproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: O - u� Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: J'�(� I Date: Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. tsming Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 Geological & Gary A. Flowers, PLLC Geotechnical Services b FIELD MEMO # 1 To: Antonio Choix Date: March 16/17, 2o16 Fr: Gary Flowers, P.E.G. GAF Project No: 15o68 Re: 404 S 152na Street, Tukwila, WA Permit #D-0302 March 16, 2016 — on site to verify soil bearing capacity for new foundations. Native soils at the site consist of medium dense or better silty sand with gravel which will provide the required 2,000 psf soil bearing capacity. Unsuitable fill soils overlay the native soils over much of the site. Upon arrival it was noted that the formwork was already in place and signficant water was present in the footing excavations. Probing with a T handle, stainless steel soils probe indicated that suitable bearing had been attained over much of the excavation. However, unsuitable fill soils were found along the south footing line, along most of the west footing line and beneath 2 of the interior footing pads. In addition, several inches of soft mud was observed in other footing lines. These unsuitable soils are to be removed from beneath the footings prior to concrete placement. March 17, 2016 — returned to site to verify further excavation as required from 3/16/16 site visit. Contractor had successfully removed unsuitable fill soils and significantly reduced soft mud where water was an issue. Probing with the soils probe indicates suitable bearing has been attained in all areas. From a geotechnical standpoint the footing excavations are approved for 2,000 psf bearing and are ready to receive concrete placement. As with all situations where disturbed soil and water is present in the bottom of the footing excavation the concrete should be carefully placed in a continual movement that allows the concrete to displace the water and disturbed soil ahead of the concrete. No concrete should be placed that allows the water to become entrapped within the concrete. RECEIVED CITY OF TUKWILA MAR 18 2016 PERMIT CENTER Simple Heating System Size: Washington State This heating system sizing calculator is based on the Prescriptive ReQuirements of the 2012 Washington State Eneratt Code tWSEC) and ACCA Manuals J and S. This calculator will calculate heating bads only. ACCA procedures for s¢ina 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. Proiact Information wrnara nnurnrauvn ANTONIO 3 MARIA OCHOA Mi i" Valiertte /Advarttc Renwdciirta Solutions LLC 4004 S 15MD ST 981W 1802 NW 201st Shoreline. WA 98177 New Residence. 1(2%)427-3525 apdi92@oudook.com Heating System Type: @M on- srsoetts CHeat rump To see detal7ed inshvctions for each sechion, place your cursor on the word "I1lstiucilions' Design Temioerature Instructions Tukwila Design Temperature Diflecence (AT) 46 AT=hxb-(70dare" -Orridoo oo*nTemp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) Average Ceiling Height Instructions Average Ceiling Height ($) Glazina and Doors Instructions Skylights Instructions Insulation Attic Instructions Single Rafter or Joist Vaulted Ceilings Instructions Select R-value Above Grade Walls raw Figure 1) Instructions R-21 Intermediate - Floors Instructions Below Grade Walls raw Figure 1) Instructions "= Select R-value Slab Below Grade faw Figure 1) Instructions- No slab Below Grade in this project. Slab on Grade law Figure 1) Instructions No Slab on Grade in this project. �I ; Location of Ducts Instructions :.: lino;; iWoned Space °. Figure 1. Abowe Grade S 3,228 8.5 Conditioned Volume 27,438 U-Factor 0.30 X Ares — 515 UA 154.50 U-Factor X Area — UA 0.50 i 7 _ U-Factor 0.026 X Area = 1,844 UA 47.94 ufactor X Area No selection �_ 0 U-Factor X Area 0.056 2,488 U-Factor X Area 0.029 1,381 U-Factor X Area--� No selection F-Factor X Length F-Factor X l Length Sum of UA uREVIEWED FOR CODE COMPLIANCE uA APPROVED 139.33 UA FEB 2 6 2016 40.14 Duct Leakage Coefficient 1.10 uA City of Tukwila BUILDING DIVISION UA RECEIVED uACITY OF TUKWILA FEB 2 3 2016 PERMIT CENTER 381.91 Envelope Heat Load 17,568 Btu / Flour Sum oruAXAT Air Leakage Heat Load 13,631 Btu / Hour voMrmeX 0.6XATX.018 Building Design Hsat Load 31,199 Btu / Hour AirLeakage +Ernebpe Het Loss Building and Duct Heat Load 34,319 Btu / Hour Dur t 10 urxaonanorrep sP909: Sum Of Bulkang HOW Lon X 1. 10 Ducts in conditioned space: Sum of BuUng Het Low X 1 Maximum Heat Equipment Output 48,046 Btu / Hour Loss Building and Duct Heet Loss X 1.40 for Forced Air Furnace and Duct Heet Loss X 1.25 for Heat pump (07101113) 'Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information ANTONIO & MARIA OCHOA chael Valiente /Advance Remodeling Solutions L 4004 S. 152 ST 98188 1802 NW 201st Shoreline. WA 98177 NEW RESIDENCE (206)427-3525 apdi92@outlook.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. Authorized Representative Date All Climate Zones R-Valuea U-Factora Fenestration U-Factor"' n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGCb,e n/a n/a Ceiling 49 0.026 Wood Frame Walla*,' 21 int 0.056 Mass Wall R-Value' 21/21" 0.056 Floor 30P 0.029 Below Grade WOO 10/15/21 int + TB 0.042 Slabd R-Value & Depth 10, 2 ft n/a i aMe K402.i.i and i abie K402.1.3 Footnotes included on Page 2. dwelling unit in one and two-family dwellings and townhouses as defined in Section 101.2 of the iational Residential Code shall comply with sufficient options from Table R406.2 so as to achieve the ring minimum number of credits: ❑l. 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 less 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. ❑3. Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. ❑4. Dwelling unit other than one and two-family dwellings and townhouses: Exempt As defined in Section 101.2 of the International Residential Code Table R406.2 Summary Ootion Describtion 1a Efficient Building Envelope 1a 0.5 1b Efficient Building Envelope I 1.0 1c Efficient Building Envelope 1c 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 Tea_• A__ Renewable Electric Energy _ 0.5 V &= V 1 F%13&& *Please refer to Table R406.2 for complete option descriptions http://www.enerizv.wsu.edu/Documents/Table 406 2 Energy Credits 2012 WSEC pdf 1.5 0.0 1.50 For SI: 1 foot .= 304.8 mm, ci .= continuous insulation, int .= intermediate framing. R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation, the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. Exception: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. "10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R- 13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. f Basement wall insulation is not required in warm -humid locations as defined by Figure R301.1 and Table R301.1. a Reserved. h First value is cavity insulation, second is continuous insulation or insulated siding, so "13.+5" means R-13 cavity insulation plus R-5 continuous insulation or insulated siding. If structural sheathing covers 40 percent or less of the exterior, continuous insulation R-value shall be permitted to be reduced by no more than R-3 in the locations where structural sheathing is used to maintain a consistent total sheathing thickness. i The second R-value applies when more than half the insulation is on the interior of the mass wall. j For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38. It Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. I Log and solid timber walls with a minimum average thickness of 3.5 inches are exempt from this insulation requirement. Nonfenestration U-factors shall be obtained from measurement, calculation or an approved source or as specified in Section R402.1.3. ­ -;j, Pevisiq4 Window, Skylight and Door Schedule Project informbon Contact Information ANTONIO & MARIA OCHOA Michael Valiente /Advance Remodeling Solutions LLC f 4004 S 152ND ST 98188 1802 NW 201st Shoreline. WA 98177 New Residence. 206 27-3525 aPdi929%outlook.com Exempt Swinging Door (24 sq. ft. max.) Exempt Glazed Fenestration (15 sq. ft max.) Vertical Fenestration (Windows and doors) Component Descri tion Ref. U-factor Ref U-factor WINDOWS MAIN - Family Room A 10.30 MAIN - Foyer B f0.30 MAIN - Foyer C 0.30 MAIN - Living- D 0.30 MAIN - Living E 0.30 MAIN - Dinin F 0.30 MAIN - Butler G 10.30 MAIN - Garage H 0.30 MAIN - DENISTUDY 1 0.30 MAIN - DEN/STUDY J 0.30 MAIN - POWDER K 0.30 MAIN - KITCHEN L 0.30 MAIN - FAMILY M 0.30 MAIN - FAMILY N 0.30 WINDOWS UPPER - BEDROOM-3 O 0.30 UPPER - BATH 1 P 10.30 UPPER - BEDROOM-5 Q 10.30 UPPER - BEDROOM-4 R 10.30 UPPER - STAIR S 0.30 MASTER BATH - TLT T 0.30 MASTER BATH U 0.30 MASTER BATH V 0.30 MASTER BEDROOM W 0.30 MASTER BEDROOM X 0.30 MASTER SITTING Y 0.30 MASTER SITTING Z 0.30 UPPER - BATH 3 AA 0.30 UPPER - BEDROOM 2 BB 10.30 UPPER - BEDROOM 3 CC 0.30 DOORS MAIN FOYER 1 10.30 MAIN MUD ROOM 1-HR W/ CLOSER 5 0.20 MAIN - PATIO DOORS W/ SAFTY GLASSING 7 0.30 Width Height Qt Feet I"d' Feet Inch R I - -F-T-1 Width Height Qt. Feet " Feet " CEMEMO UNMEGNO MMEME =ME= MMEME UN©E©O M©M©E =ME M©A©E M©A©N UEME UN©E©O M©OMM M©MM� M©M©E =©ECG■ MMEME =ME= MMEMM MMEMM MINENNIN ININEENE Area UA Area UA 60.0 18.00 7.0 2.10 7.0 2.10 30.0 9.00 25.0 7.50 25.0 7.50 7.5 2.25 6.0 1.80 7.5 2.25 7.5 2.25 7.5 2.25 12.0 3.60 6.0 1.80 6.0 1.80 0.0 0.00 40.01 12.00 7.51 2.25 20.0 6.00 20.0 6.00 7.5 2.25 7.5 2.25 15.0 4.50 15.0 4.50 48.0 14.40 15.0 4.50 3.8 1.13 3.8 1.13 7.5 2.25 20.0 6.00 20.0 6.00 20.0 6.00 20.0 4.00 33.3 10.00 0.0 0.00 0.0 0.00 Overhead Glazing (Skylights) Component Sum of Vertical Fenestration Area and UA Vertical Fenestration Area Weighted U = UA/Area Ref. Width Height Feet '—' Feet "'u' Sum of Overhead Glazing Area and UA Overhead Glazing Area Weighted U = UA/Area Total Sum of Fenestration Area and UA (for heating system sizing calculations) I 159.35 0.30 Area UA 537.8 159.35 f 0 GE APPLIANCES Home / Products / Water Heaters I of 26 Fj FI-7-7 SAVE UP TO $1000 / GET DETAILS ► GEOSPRINGTm HYBRID ELECTRIC WATER HEATER � REVIElf�IC FOR GEH50DEEDSR CODE COMPLIANCE has' 4.6 Write a review FEB 2 6 2010 I� I City of Tulwile 'BUILDING DIVISION Lz E�VF " EC a?-Q15 TUKVVI� PUBLIC WORK`,; tiR ates 6 Promotions up to $500 from 1 Rebate in Seattle, See Details or Change Location Approx. Dimensions (HxWxD) 601/2 in x 213/4 in x 221/4 in Iis-o4-w'.z RECEIVED CITY OF TUKWILA DEC 0 4 2015 PERMIT Pawron ABOUT THIS PRODUCT SPECS & DETAILS REVIEWS RELATED PRODUCTS & ACCESSORIES "'SUPPORT Saves the average Provides the same Installs like a household $365 amount of hot water standard electric every year* in water as a traditional 50- water heater with the heating expenses - gallon standard same top water and that's $3,650 savings electric water heater electrical over a 10-year period with 65 gallons first- connections, making (*Based on DOE test hour delivery replacing your old oced and ur we�si e privacy policy ed. View the sta darna at r recent upd"ats. g comparison of 50- heater quick and gallon standard easy electric tank water heaters using 4879 Play Video kWh per year vs. the GeoSpring hybrid water heater using 1830 kWh per year and national average electricity rate of 12 cents per kWh) Play Video FEATURES • 62% more efficient than a standard electric 50-gallon water heater CLAIMS & CERTIFICATIONS • Electronic controls with 4 operating modes plus a vacation setting make it simple to select the temperature and optimal energy savings performance • Utilizes heat pump technology to absorb the heat in ambient air and transfers it into water, making GeoSpring an efficient and environmentally friendly water heater • Qualifies for state and local utility rebates and tax credits • Designed for common indoor installation in areas such as: basement, garage, closet, utility room, attic, etc GE Appliance Customer Care Products Product Registration Where to Buy Support & View All GE Troubleshooting Appliances Schedule Service Monogram Appliances Parts & Accessories Explore GE Brands Check Order Status Employee Store Return a Part Rebates Recall Information ENERGY STAR', ENERGY STAR,® Qualified Made In America 70 to 90% U.S. Content Product details at GEAagliances.com/USA MANUALS & DOWNLOADS Owner's Manual Energy Guide Our Company A Message From our CEO 13213 GE Appliances GE Corporate Our Story Our Initiatives Careers Pressroom Installation Instructions Quick Specs Let's Be Friends Recipes Newsletter Subscriptions F D L E-:-, STRUCTURAL CALCULATIONS Ochoa Residence 4002 S 152nd Street Tukwila, WA 98188 CODE: IBC 2012 & ASCE/SEI 7-10 PROJECT NO.: 16-100 DATE: February 16, 2016 D. S. Engineering Consulting Structural Engineers 3121 147th Place SE Mill Creek, WA 98012 T: 425-338-4776 D150 eoRREcsF.mN LTR# —4-- RECEIVED CITY OF TUKWILA FEB 2 3 2016 PERMIT CENTER 02/16/2016 ►L cN ,� AL E�G� Gravity PL--- a tV; Ut4LL SI"r4m A N&W. 5/32' APA RAW SHEAnW^ SPAT R.ATM 24M. PANEL Bo JOM S IA L =W A Im Sd CCiMON NAIL • VOL. (EDW AND O' OO. (FS DI OXYs REOD • ALL PANEL 2. ALL MAM ND VEADERB SHALL BE DROP BENT A TYPrAL FR44M SWLL SE FOLLCM DOEIMM WALL, 2xb OF. 4. 24. OL NIERIOR PARIRiLN: 2x4 NF. 4 •24' Of- t = = = = INDICATES THE WALL6 RELOUI RXF SHEATO D. 06 (4'-&) NDICATES TYPE OF OEM BALL AND MNKM LEWTN (N MOM RD TT.( b. • SDICATES STRAP • 2ND FLOOR I THE WADER SMALL BE (2)-2xb DF. 4 e NIERIOR WAIL (NON-BEAFdW.). (�nROOF FRAMING PLAN SCALE, 1/4' • r-O' Oheader Calculations per Load Combination Set: ASCE7'1U Material Properties Analysis Method: Allowable Stress Design Fb Tension 850 psi E: Modulus ofElasticity Load Combination ASCE7'1O Fb-Compr 850psi Ehend o 1300ksi Fo Pd| 1300pei Eminbond'xx 470koi Wood Species Hem Fir Fo Porp 405poi Wood Grade No.2 Fv 150poi Ft 525poi Density 28.83pcf Beam Bracing Beam ioFully Braced against lateral -torsion buckling Uniform Load: D= Section used for this span IFB: Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection max upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Maximunbefled ions � y Y 10 SIM Service loads entered. Load Factors will Ue applied for calculations. 0.6071 Maximum Shear Stress Ratio 3'2x10 Section used for this span 3-2x10 652,64psi tv :*ctuo| = 6610psi 1,075.25pai pv:/Ulowuble ~ 172.50psi +D+S+H Load Combination +D+S+H 2.750ft Location ofmaximum onspan = 4.737h Span #1 Span # where maximum 000 m = Span #1 0.030in noUo= 2184 0�000 in Ratio = 0 <380 0,050in Ratio = 1332 0D00in Rado= 0480 Load Combination Span max.^-' Defi Location mSpan Load Combination mox.^4�' Defl Location inSpan ...vittic6lRei ions Support notation Far left is #1 Values in KIPS OverallwINimum 0.594 0.594 ~D+H 0.990 0.990 +D+L+H 0.990 0.990 ~D~Lr+M 0,890 0.980 ~B~S+* 2.530 2.538 +O+075OLn8J50L~M 0.890 H90 ~8~0750L+0.750S~* 2.151 2151 Description : header Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 +D+0.750Lr+0.750L+0.450W+H 0.990 0.990 +D+0.750L+0.750S+0.450W+H 2.151 2.151 +D+0.750L+0.750S+0.5250E+H 2.151 2.151 +0.60D+0.60W+O.60H 0.594 0.594 +0.60D+0.70E+0.60H 0.594 0.594 D Only 0.990 0.990 Lr Only L Only S Only 1.548 1.548 W Only E Only H Only i Wood Beam File = QTROGRA-11ENERCA-2 INC.1983-2016, Build:6.16.1.27, Ver.6.16.1.27 Description : header CODE REFERENCES Calculations per Load Combination Set: ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb - Tension 850 psi E : Modulus of Elasticity Load Combination ASCE 7-10 Fb - Compr 850 psi Ebend- xx 1300ksi Fc - Prll 1300 psi Eminbend - xx 470ksi Wood Species : Hem Fir Fc - Perp 405 psi Wood Grade : No.2 si Ft 525 psi Density 26.83pcf Beam Bracing : Beam is Fully Braced against lateral -torsion buckling D 0.36 S(0.563 i I ft2i l L--- -Span = 3.0 it i Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load : D = 0.360, S = 0.5630 , Tributary Width =1.0 ft DESIGN SUMMARY • ;Maximum Bending Stress Ratio = Q.648 1 Maximum Shear Stress Ratio = 0.511 : 1 i Section used for this span - 2-2x6 Section used for this span - 2-2x6 fb : Actual 823.83psi fv : Actual 88.20 psi FB : Allowable = 1,270.75psi Fv : Allowable 172.50 psi Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span = 1.500ft Location of maximum on span = 0.000 ft Span # where maximum occurs = Span # 1 Span # where maximum occurs = Span # 1 I Maximum Deflection Max Downward Transient Deflection 0.019 in Ratio = 1886 Max Upward Transient Deflection 0.000 in Ratio = 0 <360 Max Downward Total Deflection 0,031 in Ratio = 1150 Max Upward Total Deflection 0.000 in Ratio = 0 <180 I -------- -- ------ - — --- ... --- --- ---- - ._._..._�-- -- -__ ..—...—.--- ....... - --------- Overall Maximum.Deflections Load Combination Span Max. " ' Defl Location in Span Load Combination Max. "+" Defl Location in Span +D+S+H 1 0.0313 1.511 0.0000 0.000 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 1.385 1.385 Overall MINimum 0.324 0.324 +D+H 0.540 0.540 +D+L+H 0.540 0.540 +D+Lr+H 0.540 0.540 +D+S+H 1.385 1.385 +0+0.750Lr+0.750L+H 0.540 0.540 +D+0.750L+0.750S+H 1.173 1.173 +D+0.60W+H 0.540 0.540 0 Description : header Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 +D+0.70E+H 0.540 0.540 +D+0.750Lr+0.750L+0.450W+H 0,540 0.540 +D+0.750L+0.750S+0.450W+H 1.173 1.173 +D+0.750L+0.750S+0.5250E+H 1.173 1.173 +0.60D+0.60W+0.60H 0.324 0.324 +0.60D+0.70E+0.60H 0.324 0.324 D Only 0.540 0.540 Lr Only L Only S Only 0.845 0.845 W Only E Only H Only File = C tPROGRA­1IENERCA�2 66&owE IERCRLC WC. t9832D1fi,°�u'tld.6.16.1.2Z-,Ver.6:18.1r27 Description : header Calculations per Load Combination Set: ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb - Tension 850 psi E : Modulus of Elasticity Load Combination ASCE 7-10 Fb - Compr 850 psi Ebend- xx 1300ksi Fc - Prll 1300 psi Eminbend - xx 470ksi Wood Species ; Hem Fir Fc - Perp 405 psi Wood Grade : No.2 Fv 150 psi Ft 525 psi Density 26.83pcf Beam Bracing Beam is Fully Braced against lateral -torsion buckling D(0.07) S(0.088 Ppted Loads Uniform Load : D = 0.070, S = 0.0880 , Tributary Width =1.0 ft gg Sym Al7Y::.. iximum Bending Stress Ratio = 0.379 1 Section used for this span 3-2x10 fb : Actual 407.18 psi FIB: Allowable = 1,075.25psi Load Combination +D+S+H Location of maximum on span = 5.250ft Span # where maximum occurs = Span # 1 Maximum Deflection Service loads entered. Load Factors will be applied for calculations. Maximum Shear Stress Ratio = 0.148 : 1 Section used for this span 3-2x10 fv : Actual = 25.53 psi Fv : Allowable 172.50 psi Load Combination +D+S+H Location of maximum on span = 0.000ft Span # where maximum occurs = Span # 1 Max Downward Transient Deflection 0.063 in Ratio = 2008 Max Upward Transient Deflection 0.000 in Ratio = 0 <360 Max Downward Total Deflection 0.113 in Ratio = 1118 Max Upward Total Deflection 0.000 in Ratio = 0 <180 ,(JVb4lA"M_ U, to Deflistioas Load Combination Span Max. " " Defl Location in Span Load Combination Max. "+" Defl Location in Span +D+S+H 1 0.1126 5.288 0.0000 0.000 Vertical fteactl Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.830 0.830 Overall MINimum 0.221 0.221 +D+H 0.368 0.368 +D+L+H 0.368 0.368 +D+Lr+H 0.368 0.368 +D+S+H 0.830 0.830 +D+0.750Lr+0.750L+H 0.368 0.368 +D+0.750L+0.750S+H 0.714 0.714 +D+0.60W+H 0.368 0,368 Wood Be ' M' Fik ' G IPROGRA-I�ENERCA=3 ,. "` ENERCALC. INC.1983 2Di6. 8uild.6.16.1.27. Ver:6.16.1.27 Description : header Vertical Reactions Load Combination +D+0.750Lr+0.750L+0.450W+H +D+0.750L+0.750S+0.450W+H +D+0.750L+0.750S+0.5250E+H +0.60D+0.60W+0.60H +0.60D+0.70E+0.60H D Only Lr Only L Only S Only W Only E Only H Only rJ Support 1 Support 2 0.368 0.368 0.368 0.368 0.714 0.714 0.714 0.714 0.221 0.221 0.221 0.221 0.368 0.368 0.462 0.462 Support notation : Far left is #1 Values in KIPS 7 File = C:IPROGRA-11ENERCA-2 INC.1983-2016. Build:6.%1.27. Ver.6.16.1.27 Description : header CODE REFERENCES Calculations per Load Combination Set: ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb - Tension 850 psi E : Modulus of Elasticity Load Combination ASCE 7-10 Fb - Compr 850 psi Ebend- xx 1300ksi Fc - Prll 1300 psi Eminbend - xx 470ksi Wood Species : Hem Fir Fc - Perp 405 psi Wood Grade : No.2 si psi Ft 525 Density 26.83pcf Beam Bracing : Beam is Fully Braced against lateral -torsion buckling D 0 07 S(0 063 I Applied Loads �� y Uniform Load : D = O.A. S = 0.0630 , Tributary Width =1.0 ft DESIGN SUMMARY_ _ Maximum Bending Stress Ratio Section used for this span I fb : Actual = i FB : Allowable = i Load Combination Location of maximum on span = iSpan # where maximum occurs = Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Overall Maximum Deflections Span = 8.50 ft Service loads entered. Load Factors will be applied for calculations. 0.468 1 Maximum Shear Stress Ratio 2-2x8 Section used for this span 548.45psi fv : Actual 1,173.00psi Fv : Allowable +D+S+H Load Combination 4.250ft Location of maximum on span Span # 1 Span # where maximum occurs 0.060 in Ratio = 1697 0.000 in Ratio = 0 <360 0.127 in Ratio = 804 0.000 in Ratio = 0 <180 o- • = 0.195 : 1 -1 2-2x8 33.58 psi 172.50 psi +D+S+H 0.000 ft Span # 1 Load Combination Span Max. " " Defl Location in Span Load Combination Max. "+" Defl Location in Span +D+S+H 1 0.1269 4.281 0.0000 0.000 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.565 0.565 Overall MINimum 0.179 0.179 +D+H 0.298 0.298 +D+L+H 0.298 0.298 +D+Lr+H 0.298 0.298 +D+S+H 0.565 0.565 +D+0.750Lr+0.750L+H 0.298 0.298 +D+0.750L+0.750S+H 0.498 0.498 +D+0.60W+H 0.298 0.298 0 Description : header Load Combination +D+0.750Lr+0.750L+0.450W+H +D+0.750L+0.750S+0.450W+H +D+0.750L+0.750S+0.5250E+H +0.60D+0.60W+0.60H +0.60D+0.70E+0.60H D Only Lr Only L Only S Only W Only E Only H Only Support 1 Support 2 0.298 0.298 0.498 0.498 0.498 0.498 0.179 0.179 0.179 0.179 0.298 0.298 0.268 0.268 Support notation : Far left is #1 Values in KIPS Wood Beam Description : header CODE REFERENCES Calculations per Load Combination Set: ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb - Tension Load Combination ASCE 7-10 Fb - Compr Fc - Prll Wood Species : Hem Fir Fc - Perp Wood Grade : No.2 Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsion buckling D 0.07 S 0.063 S ' ;.., 1 2 2x6 / scos% Span = 5.50 ft Applied Loads Uniform Load : D = 0.070, S = 0.0630 , Tributary Width =1.0 ft DESIGN SUMMARY vile= ,o3VKUbKA-11hNtKk;A-Z INC.1983.2016. Build:6.16.1.27. Ver:6.16.1.27 850 psi E : Modulus of Elasticity 850 psi Ebend- xx 1300 ksi 1300 psi Eminbend - xx 470ksi 405 psi 150 psi 525psi Density 26.83pcf Service loads entered. Load Factors will be applied for calculations. Maximum Bending Stress Ratio = 0.3141 Maximum Shear Stress Ratio = 0.162 : 1 Section used for this span 2-2x6 Section used for this span 2-2x6 fb : Actual = 399.00psi fv : Actual = 27.91 psi FIB: Allowable = 1,270.75psi Fv : Allowable = 172.50 psi Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span = 2.750ft Location of maximum on span = 5.058 ft Span # where maximum occurs = Span # 1 Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward Transient Deflection i 0.024 in Ratio = 2735 Max Upward Transient Deflection 0.000 in Ratio = 0 <360 Max Downward Total Deflection 0.051 in Ratio = 1295 Max Upward Total Deflection 0.000 in Ratio = 0 <180 Overall Maximum Deflections Load Combination Span Max. -" Defl Location in Span Load Combination Max. "+" Defl Location in Span +D+S+H 1 0.0509 2.770 0.0000 0.000 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.366 0.366 Overall MINimum 0.116 0.116 +D+H 0.193 0.193 +D+L+H 0.193 0.193 +D+Lr+H 0.193 0.193 +D+S+H 0.366 0.366 40+0.750Lr+0.750L+H 0.193 0.193 +0+0.750L+0.750S+H 0.322 0.322 +D+9.60W+H 0.193 0.193 to Description : header Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 +D+0.70E+H 0.193 0.193 +D+0.750Lr+0.750L+0.450W+H 0.193 0.193 +D+0.750L+0.750S+0.450W+H 0.322 0.322 +0+0.750L+0.750S+0.5250E+H 0.322 0.322 +0.60D+0.60W+0.60H 0.116 0.116 +0.60D+0.70E+0.60H 0.116 0.116 D Only 0.193 0.193 Lr Only L Only S Only 0.173 0.173 W Only E Only H Only o � ' PLAN NOTES: I. TYMAL E)OFRIOR WALL SEAI" 4 H41LlYs 6ld2' APA RATED SEATHNG, SPAN RATING 2410 PANEL END JOINTS SHALL OCQR AT SIPPORTS,. WRH 8d W"M NAIL 4 b' M (EDGE) AND V' OC, (F1ELD).9LKG RE= 4 ALLPANS EDGES. 2. ALL SE416 AND HEADM &BALL BE DFDP BEAK S TYPICAL FRAMING 2 BIBALL BE 16'04FOLLOWS: R` Wit. o P5 IXIfSWIOR aw � . Aa6 DP.7 6 W' OL. "'� M" � "� NIFRIOR PARTITIOW 2a4 HF.4 4 24' CO. 4. == = = NOICATES THE WAlB BELOW 2ND FLOOR (WALLS N B IUM 2ND 4 MAN FLOORA ® INDICATES INTERIOR BEAWY WALLS(l)b DF. 4o *1 OWBELOW M R.00R (INBETWEEN M a MA N FI -I- ROICATES TIE WALLSABOVE M FLOOR (WALLS INBETWEENBETW30 BOORI ROMAt=: I 5. UH (W-C) INDICATES TTFE OF SEAR WALL AND MNMN UMTM (N BETWEEN M 4 MAN MOM. T— ) f, b. 4 INDICATES HOLD DOWN 4 MAN RAOR (OW) OR CONCRETE STEM WALL (02151) WIN MN OF n)-2rb STUDS. 7 TIE HEADER SHALL BE (7)-2ab OF. 4 4 EXTERIOR AND INTERIM WALL (flP UDNI S. LANDW. tab OF. C L.EDOER WIN (2)-ISd TO EACH tab Or OC. BALLOON FPA'E STIR AND U1524' HANGER 4 2a6 JOIST. 4 m2ND FLOOR 4 LOW ROOF FRAMING PLAN SCALE: 1/4' 4 V_0' °F0RTE tl 0 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal.; Drawing is Conceptual a,. 20' 8.00" ILL 2' 10.00" 9 Desl n Re5tilts :', ; r►e 1 6location ` ` Alidinred " 'Resillt LDf , Member Reaction (Ibs) 2061 @ 21' 4.25" 3450 5.25" Passed (60%) 1.15 Shear(lbs) 1378 @ 21'7.00" 2248 Passed (61%) 1.15 Moment (Ft-Ibs) -3602 @ 21' 4.25" 8435 Passed (43%) 1.15 Live Load Defl. (in) 0.146 @ 24' 5.00" 0.200 Passed (2L/504) -- Total Load Defl. (in) 0.220 @ 24' 5.00" 0.306 Passed (2L/334) TJ-Prol" Rating 40 40 Passed PASSED 0 Sy m :Floor ber Type : Joist Wilding Use : Residential Building Code : IBC Design Methodology : ASD 117/8" TJI@ 560D 1 1 12" 46 2.06 117/8" TJI® 560D "" 1 16" 40 1.55 14" TJI® 560D 1 12" 52 2.12 14" TJI® 560D 1 16" 47 1.59 117/8" TJI® 560. 1 12" 46 2.00 117/8" TYeMo 1 16" 40 1.50 14" TJI® 560 1 12" 51 2.05 14" TJI® 560 1 16" 47 1.54 14" TJI® 360 1 12" 46 1.41 IG 14" TJI® 360 1 16" 40 1.05 TJI® 230 1 12" 43 1.19 ke purpose of this report is for product comparison only. Load and support information necessary for professional design review is not displayed here. Please print an in idual Member Report for submittal purposes. +iceC 164, I-3 Forte Software Operator Job Notes aon , ,, i Forte v5.0. Design Engine: V6.4.0.40 PASSED 4 F t} R T E SOLUTIONS REPORT Level, Floor: Joist Current Solution:: 1 piece(s)14" TJI@ 110 @ 16" OC Overall Length: 16' 5.00" i'125i n >ReSul#s 1lctual ��socalion ` Allowed Result., ltif,"' Member Reaction (Ibs) 562 @ 4.50" 375 350 Passed (41%) 1.00 Shear (Ibs) 537 @ 5.50" 1860 Passed (29%) 1.00 Moment (Ft-Ibs) 2127 @ 8' 2.50" 3740 Passed (57%) 1.00 Live Load Defl. (in) 0.173 @ 8' 2.50" 1 0.392 1 Passed (L/999+) Total Load Defl. (in) 0.225 @ 8' 2.50" 0.783 Passed (L/835) TJ-Pron' Rating 51 40 1 Passed 0 System : Floor Member Type : Joist Building Use : Residential Building Code : IBC Design Methodology: ASD Depth Series ba plies Spacing T]-ProTM" Rating .Aloud Volume' 117/8" TJI® 110 1 12" 50 0.92 117/8" TJI® 110 1 16" 45 0.69 14" TJI@ 110 1 12" 56 0.97 14" TJI@ 110 1 16" 51 0.73 117/8" TJI@ 210 1 12" 52 1.06 117/8" TJI@ 210 1 16" 47 0.79 14" TJI@ 210 1 12" 57 1.10 14" TJI@ 210 1 16" 52 0.83 11 7/8" TJI@ 230 1 12" 53 1.15 117/8" TJI@ 230 1 16" 48 0.86 14" TJI@ 230 1 12" 58 1.19 14" TJI@ 230 1 16" 53 0.90 117/8" TJI@ 360 1 12" 56 1.36 117/8" TJI@ 360 1 16" 50 1.02 14" TJI@ 360 1 12" 60 1.41 14" TJI@ 360 1 16" 55 1.05 117/8" TJI@ 560 1 12" 60 2.00 117/8" TJI@ 560 1 16" 55 1.50 14" TJI@ 560 1 12" 63 2.05 14" TJI@ 560 1 16" 60 1.54 117/8" TJI@ 560D 1 12" 60 2.06 117/8" TJI@ 560D 1 16" 55 1.55 14" TJI@ 560D 1 12" 63 2.12 14" TJI@ 560D 1 16" 60 1.59 Forte Software Operator �-- Job Notes --T.�-_.—._---_._.__.---.----- den shin: i Forte v5.0, Design Engine: V6.4.0.40 0 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal.; Drawing is Conceptual Desll j 1 ReSnits ' ridua1:6 W6ioti ' Attowed Result"`-, : - 1.6E'.f': Member Reaction (Ibs) 614 @ 4.50" 1375 3.50" Passed (45%) 1.00 Shear(lbs) 589 @ 5.50" 1860 Passed (32%) 1.00 Moment (Ft-Ibs) 2554 @ 8' 11.50" 3740 Passed (68%) 1.00 Live Load Defl.(in) 0.244 @ 8' 11.50" 0.429 Passed (L/846) - Total Load Defl. (in) 0.317 @ 8' 11.50" 0.858 Passed (L/650) TJ-Pro'" Rating 47 40 Passed I PASSED 0 System : Floor Member Type: Joist Building Use : Residential Building Code : IBC Design Methodology : ASD Alt. �u ; " , tibns Depth -' Sedes :f; Pries ' Spacing Ti-pro","' Rating Wood Volume 117/8" TJI@ 110 1 12" 45 0.92 14" TJI@ 110 1 12" 52 0.97 14" TJI® 110 1 16" 47 0.73 117/8" TJI® 210 1 12" 47 1.06 117/8" TJI® 210 1 16" 42 0.79 14" TJI® 210 1 12" 54 1.10 14" TJI® 210 1 16" 49 0.83 117/8" TJI@ 230 1 12" 49 1.15 117/8" TJI® 230 1 16" 44 0.86 14" TJI@ 230 1 12" 55 1.19 14" TJI® 230 1 16" 50 0.90 117/8" TJI@ 360 1 12" 51 1.36 117/8" TJI@ 360 1 16" 46 1.02 14" TJI@ 360 1 12" 57 1.41 14" TJI@ 360 1 16" 52 1.05 117/8" TJI@ 560 1 12" 57 2.00 117/8" TJI@ 560 1 16" 52 1.50 14" TJI@ 560 1 12" 61 2.05 14" TJI@ 560 1 16" 56 1.54 117/8" TJI@ 560D 1 12" 57 2.06 117/8" TJI@ 560D 1 16" 52 1.55 14" TJI@ 560D 1 12" 61 2.12 14" TJI@ 560D 1 16" 57 1.59 Forte Software Operator Job Notes i i don sIr i Irz;o Forte v5.0, Design Engine: Vb.4.U.4U V��Q�d B@t iii file 'C`CPROGW41\11NERCA�2,; 4 > tNEkCALQ 1NC. 4463.2016„Buittl.fa i&.1.27s Uer.6.i6.t:27 Description : floor beam Calculations per Load Combination Set: ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb - Tension 2400 psi E : Modulus of Elasticity Load Combination ASCE 7-10 Fb - Compr 1850 psi Ebend- xx 1800ksi Fc - Prll 1650 psi Eminbend - xx 950ksi Wood Species : DF/DF Fc - Perp 650 psi Ebend- yy 1600ksi Wood Grade : 24F - V4 Fv 265 psi Eminbend - yy 850 ksi Ft 1100 psi Density 31.2 pcf Beam Bracing : Beam is Fully Braced against lateral -torsion buckling D(0.144 L 0.48 (2 C AL 5.5x9 T1."' "' Span = 10.50 ft Applied Lgaci. Beam self weight calculatnd add to loads Uniform Load : D = 0.1 40, L = 0.480, Tributary Width =1.0 ft DEIGM Sti1VlMARY- Maximum Bending Stress Ratio = 0.589 1 Section used for this span 5.5x9 fb : Actual = 1,413.71 psi FB : Allowable 2,400.00psi Load Combination +D+L+H Location of maximum on span = 5.250ft Span # where maximum occurs = Span # 1 Maximum Deflection Service loads entered. Load Factors will be applied for calculations. Maximum Shear Stress Ratio = 0.328 : 1 Section used for this span 5.5x9 fv : Actual = 86.97 psi Fv : Allowable = 265.00 psi Load Combination +D+L+H Location of maximum on span = 0.000 ft Span # where maximum occurs = Span # 1 Max Downward Transient Deflection 0.220 in Ratio = 573 Max Upward Transient Deflection 0.000 in Ratio = 0 <360 Max Downward Total Deflection 0.290 in Ratio = 434 Max Upward Total Deflection 0.000 in Ratio = 0 <180 Overall Ma t mum Dec oift, Load Combination Span Max. "" Defl Location in Span Load Combination Max. "+" Defl Location in Span +D+L+H 1 0.2903 5.288 0.0000 0.000 ......., Vertical iEarrt10f15 Support notation :Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 3.332 3.332 Overall MINimum 0.487 0.487 +D+H 0.812 0.812 +D+L+H 3.332 3.332 +D+Lr+H 0.812 0.812 +D+S+H 0.812 0.812 +D+0.750Lr+0.750L+H 2.702 2.702 +D+0.750L+0.750S+H 2.702 2.702 16 Description : floor beam Load Combination +D+0.70E+H +D+0.750Lr+0.750L+0.450W+H +D+0.750L+0.750S+0.450W+H +D+0.750L+0.750S+0.5250E+H +0.60D+0.60W+0.60H +0.60D+0.70E+0.60H D Only Lr Only L Only S Only W Only E Only H Only Support 1 Support 2 0.812 0.812 2.702 2.702 2.702 2.702 2.702 2.702 0.487 0.487 0.487 0.487 0.812 0.812 2.520 2.520 Support notation : Far left is #1 Values in KIPS i7 Wood Beam File = C:IPROGRA- ENERCALC, INC.19D2016, Build:6.16.1.27 Description : floor beam CODE REFERENCES Calculations per Load Combination Set: ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb - Tension 2400 psi E : Modulus of Elasticity Load Combination ASCE 7-10 Fb - Compr 1850 psi Ebend- xx 1800ksi Fc - Pril 1650 psi Eminbend - xx 950ksi Wood Species : DF/DF Fc - Perp 650 psi Ebend- yy 1600ksi Wood Grade : 24F - V4 Fv 265 psi Eminbend - yy 850 ksi Ft 1100 psi Density 31.2 pcf Beam Bracing : Beam is Fully Braced against lateral -torsion buckling i i D0.1561LQ52 I JLZ S.Sxa Span =8.0ft Applied Loads I Service loads entered. Load Factors will be applied for calculations. Beam self weight calculate nd Akd to loads Uniform Load : D = 0.1560, L = 0.520 , Tributary Width =1.0 ft DgSjGN SUMMARY iMaxlmum Bending Stress Ratio = 0.370 1 Maximum Shear Stress Ratio Section used for this span 5.5x9 Section used for this span fb : Actual = 887.89 psi fv : Actual i FB : Allowable = I 2,400.00psi Fv : Allowable Load Combination +D+L+H Load Combination Location of maximum on span = 4.000ft Location of maximum on span Span # where maximum occurs = Span # 1 Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection 0.080 in Ratio = 1197 Max Upward Transient Deflection 0.000 in Ratio = 0 <360 Max Downward Total Deflection 0.106 in Ratio = 906 Max Upward Total Deflection 0.000 in Ratio = 0 <180 0.257 : 1 5.5x9 68.05 psi 265.00 psi +D+L+H 7.270 ft = Span # 1 I I Overall Maximum Deflections Load Combination Span Max. " " Defl Location in Span Load Combination Max. W Defl Location in Span +D+L+H 1 0.1058 4.029 0.0000 0.000 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 2.747 2.747 Overall MINimum 0.400 0.400 +D+H 0.667 0.667 +D+L+H 2.747 2.747 +D+Lr+H 0.667 0.667 +D+S+H 0.667 0.667 +D+0.750Lr+0.750L+H 2.227 2.227 +D+0.750L+0.750S+H 2.227 2.227 Description : floor beam Load Combination +D+0.70E+H +D+0.750Lr+0.750L+0.450W+H +D+0.750L+0.750S+0.450W+H +D+0.750L+0.750S+0.5250E+H +0.60D+0.60W+0.60H +0.60D+0.70E+0.60H D Only Lr Only L Only S Only W Only E Only H Only Support 1 Support 2 0.667 0.667 0.667 0.667 2.227 2.227 2.227 2.227 2.227 2.227 0.400 0.400 0.400 0.400 0.667 0.667 2.080 2.080 Support notation : Far left is #1 Values in KIPS IN Description : header (garage) Cabulations per Load Combination Set: ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb'Tension 2400 psi E; Modulus m/Elasticity Load Combination ASCE7'1U Fb Compr 1850psi Ebond xx 18OOhsi Fo'Pd| 1050psi Eminbend'xx 930ksi Wood Species :DFD]F Fn Porp 650psi Ebond yy 1800kui Wood Grade :24F'V4 Fv 255Poi Eminhond'yy 830k»i Ft 1100poi Density 312pd Beam Bracing Beam is Fully Braced against lateral -torsion buckling Uniform Load :D=0.580 L~O.540.S=O,563U.Tributary Width ~1.0 ft - :Maximum 'Bending Stress Ratio 0J1a 1 / Section used for this span 5.5X18 � u,: Actual ~ 1.934.07poi � pa: mm~amo 2.GA5.�Q2�~ Load Combination +D+0J50L+0,750S+H � Location off maximum onspan = 8,2508 | Span # where maximum occurs = Span #1 Maximum Shear Stress Ratio = 0.476:1 � Section used for this span 5.5o18 | fv : Actual 145.09 = poi i p,: Allowable = 30475poi Load Combination +D+0758�875OS+H ' � � . Location ofmaximum onspan = 0.00ft ' Span # where maximum occurs Span # I Maximum Deflection � Max Downward Transient Deflection 0.196in RoUu= 1008 Max Upward Transient Deflection 0.00io Ratin= 0<360 � Max Downward Total Deflection 0.491 in Ratio~ 403 � Max Upward Total Deflection 0.000inea/io~ 0^180 Load Combination Span Max. "-"mefl --- Location mSpan Load Combination Max. "+" Defl Location NSpan V Ins PC Support notation Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall mINimurn 2.871 2.871 +D+* 4.785 4.785 ~o+L+* 8.240 924 +o^tn* 4.785 *.785 +D~8~H 9480 8,430 ~D~0.750Ln0750L~H 0.120 0.126 ~D~0.750L~0.750S~H 11.010 11.610 ~D~8.60N~* *J85 4.785 Description : header (garage) Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 +0+0.70E+H 4.785 4.785 +D+0.750Lr+0.750L+0.450W+H 8.126 8.126 +0+0.750L+0.750S+O.450W+H 11.610 11.610 +D+0.750L+O.750S+O.5250E+H 11.610 11.610 +0.60D+0.60W+O.60H 2.871 2.871 +0.60D+0.70E+0.60H 2.871 2.871 D Only 4.785 4.785 Lr Only L Only 4.455 4.455 S Only 4.645 4.645 W Only E Only H Only 21 Description : beam Calculations per Load Combination Set: ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb - Tension 850 psi E : Modulus of Elasticity Load Combination ASCE 7-10 Fb - Compr 850 psi Ebend- xx 1300 ksi Fc - PHI 1300 psi Eminbend - xx 470 ksi Wood Species : Hem Fir Fc - Perp 405 psi Wood Grade : No.2 Fv 150 psi Ft 525 psi Density 26.83pcf Beam Bracing Beam is Fully Braced against lateral -torsion buckling (10L Span = 5.0 ft Beam self weight calcul'Md and Med to loads Uniform Load : D = 0,1130, S = 0.1880 , Tributary Width =1.0 ft iximum 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 Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.50R 1 4x6 647.29 psi 1,270.75 psi +D+S+H 2.500ft Span # 1 Service loads entered. Load Factors will be applied for calculations. Maximum Shear Stress Ratio Section used for this span fir : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.042 in Ratio = 1423 0.000 in Ratio = 0 <360 0.068 in Ratio = 878 0.000 in Ratio = 0 <180 0.281 : 1 4x6 48.51 psi 172.50 psi +D+S+H 0.000 ft Ct�graR Maztmuin t3�fleciinns � .. , Load Combination Span Max. "= Defl Location in Span Load Combination Max. "+" Defl Location in Span +D+S+H 1 0.0683 2.518 0.0000 0.000 �ettoai'Reacttons - y �� _� Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.761 0.761 Overall MINimum 0.175 0.175 +D+H 0.291 0.291 +D+L+H 0.291 0.291 +D+Lr+H 0.291 0.291 +D+S+H 0.761 0.761 +D+0.750Lr+0.750L+H 0.291 0.291 +D+0.750L+0.750S+H 0.644 0.644 Description : beam Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 +D+0.60W+H 0.291 0.291 +D+0.70E+H 0.291 0.291 +D+0,750Lr+0.750L+0.450W+H 0.291 0.291 +D+0.750L+0.750S+0.450W+H 0.644 0.644 +D+0.750L+0.750S+0.5250E+H 0.644 0.644 +0.60D+0.60W+0.60H 0.175 0.175 +0.60D+0.70E+0.60H 0.175 0.175 D Only 0.291 0.291 Lr Only L Only S Only 0.470 0,470 W Only E Only H Only Description : header Calculations per Load Combination Set: ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb - Tension Load Combination ASCE 7-10 Fb - Compr Fc - Prll Wood Species : Hem Fir Fc - Perp Wood Grade : No.2 Fv Ft Beam Bracing Beam is Fully Braced against lateral -torsion buckling plied .Loads{{,... Uniform Load : D = 0,5260, L = 0.360, S = 0.5630 , Tributary Width =1.0 ft 850 psi E : Modulus of Elasticity 850 psi Ebend- xx 1300 ksi 1300psi Eminbend -xx 470ksi 405 psi 150 psi 525 psi Density 26.83pcf Service loads entered. Load Factors will be applied for calculations. IES►GN SUMMARY . ' • rv----- iximum Bending Stress Ratio = - -...- ---... ............... _ .__ ............ __ . ..... ...... 0.8041 Maximum Shear Stress Ratio ..- --- --- = 0.571 : 1 Section used for this span 2-2x10 Section used for this span 2-2x10 fb : Actual = 864.97psi fv : Actual 98.42 psi FB : Allowable = 1,075.25psi Fv : Allowable = 172.50 psi Load Combination +D+0.750L+0.750S+H Load Combination +D+0.750L+0.750S+H Location of maximum on span = 2.250ft Location of maximum on span = 3.745 ft Span # where maximum occurs = Span # 1 Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward Transient Deflection 0.020 in Ratio = 2658 Max Upward Transient Deflection 0.000 in Ratio = 0 <360 Max Downward Total Deflection 0.044 in Ratio = 1228 Max Upward Total Deflection 0.000 in Ratio = 0 <180 Qverall INazIrritiin Defection' Load Combination Span Max. " " Defl Location in Span Load Combination Max. "+" Defl Location in Span +D+0.750L+0.750S+0.5250E+H 1 0.0440 2.266 0.0000 0.000 VflCti01 Rea6lOrt$_ Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 2.741 2.741 Overall MINimum 0.710 0.710 +D+H 1.184 1.184 +D+L+H 1.994 1.994 +D+Lr+H 1.184 1.184 +D+S+H 2.450 2.450 +D+0.750Lr+0.750L+H 1.791 1.791 +D+0.750L+0.750S+H 2.741 2.741 +D+0.60W+H 1.184 1.184 0 Description : header Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 +D+0.70E+H 1.184 1.184 +D+0.750Lr+0.750L+0.450W+H 1.791 1.791 +D+0.750L+O.750S+0.450W+H 2.741 2.741 +D+0.750L+0.750S+0.5250E+H 2.741 2.741 +O.60D+0.60W+0.60H 0.710 0.710 +0.60D+0.70E+0.60H 0.710 0.710 D Only 1.184 1.184 Lr Only L Only 0.810 0.810 S Only 1.267 1.267 W Only E Only H Only Description header CODE REr=ERENCES Calculations per Load Combination Set: ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb - Tension 850 psi E : Modulus of Elasticity Load Combination ASCE 7-10 Fb - Compr 850 psi Ebend- xx 1300ksi Fc - Prll 1300 psi Eminbend - xx 470 ksi Wood Species ; Hem Fir Fc - Perp 405 psi Wood Grade : No.2 Fv 150 psi Ft 525 psi Density 26.83pcf Beam Bracing Beam is Fully Braced against lateral -torsion buckling D O 526 L O 36 S 0.563 I i 1 2-2xa Span = 3.50 ft plied Loads ;...... .. a Uniform Load : D = 0.5260, L = 0.360, S = 0.5630 , Tributary Width =1.0 ft Service loads entered. Load Factors will be applied for calculations. IESIGN:SUMMARY'. • • aximum Bending Stress Ratio = 0.726 1 Maximum Shear Stress Ratio = 0.560 : 1 Section used for this span 2-2x8 Section used for this span 2-2x8 fb : Actual = 851.76 psi fv : Actual 96.59 psi FB : Allowable 1,173.00psi Fv : Allowable = 172.50 psi Load Combination +D+0.750L+0.75OS+H Load Combination +D+0.750L+0.750S+H Location of maximum on span = 1.750ft Location of maximum on span = 2.900ft Span # where maximum occurs = Span # 1 Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward Transient Deflection 0.015 in Ratio = 2720 Max Upward Transient Deflection 0.000 in Ratio = 0 <360 Max Downward Total Deflection 0.033 in Ratio = 1257 Max Upward Total Deflection 0.000 in Ratio = 0 <180 Overa111VfaxlrnumDetlections Load Combination Span Max. " " Defl Location in Span Load Combination Max. "+" Defl Location in Span +D+0.750L+0.750S+0.5250E+H 1 0.0334 1.763 0.0000 0.000 v ` ertical eacti6ns. Support notation :Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 2.132 2.132 Overall MINimum 0.552 0.552 +D+H 0.921 0.921 +D+L+H 1.551 1.551 +D+Lr+H 0.921 0.921 +D+S+H 1.906 1.906 +D+0.750Lr+0.750L+H 1.393 1.393 +D+0.750L+0.750S+H 2.132 2.132 +D+0.60W+H 0.921 0.921 Description : header Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 +D+0.70E+H 0.921 0.921 +D+0.750Lr+0.750L+0.450W+H 1.393 1.393 +D+0.750L+0.750S+0.450W+H 2.132 2.132 +D+0.750L+0.750S+0.5250E+H 2.132 2.132 +0.60D+0.60W+0.60H 0.552 0.552 +0.60D+0.70E+0.60H 0.552 0.552 D Only 0.921 0.921 Lr Only L Only 0.630 0.630 S Only 0.985 0.985 W Only E Only H Only �-T FNERCALC, INC. 190' Description : header CODEREFERENCE Calculations per Load Combination Set: ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb - Tension 850 psi E : Modulus of Elasticity Load Combination ASCE 7-10 Fb - Compr 850 psi Ebend- xx 1300 ksi Fc - Prll 1300 psi Eminbend - xx 470 ksi Wood Species ; Hem Fir Fc - Perp 405 psi Wood Grade : No.2 Fv 150 psi Ft 525 psi Density 26.83pcf Beam Bracing Beam is Fully Braced against lateral -torsion buckling tiff,( 2-2x6 pplied Uniform Load : D = 0.4790, L = 0,280, S = 0.5250 , Tributary Width =1.0 ft ESIGN SUMMA7Y rvry .._..... 4 , - Service loads entered. Load Factors will be applied for calculations. aximum Bending Stress Ratio = 0.761: 1 Maximum Shear Stress Ratio Section used for this span 2-2x6 Section used for this span fb : Actual = 966.42psi fv : Actual FB : Allowable = 1,270.75psi Fv : Allowable Load Combination +D+0.750L+0.750S+H Load Combination Location of maximum on span = 1.500ft Location of maximum on span Span # where maximum occurs = Span # 1 Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection 0.018 in Ratio = 2022 Max Upward Transient Deflection 0.000 in Ratio = 0 <360 Max Downward Total Deflection 0.037 in Ratio = 980 Max Upward Total Deflection 0.000 in Ratio = 0 <180 Overall Maximum Defl®ctions 0.600 : 1 2-2x6 103.46 psi 172.50 psi +D+0.750L+0.750S+H 0.000 ft Span # 1 Load Combination Span Max.'-" Defl Location in Span Load Combination Max. "+" Deft Location in Span +D+O.750L+0.750S+0.5250E+H 1 0.0367 1.511 0.0000 0.000 V@ElC3) ReaCtifltlS� Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 1.624 1.624 Overall MINimum 0.420 0.420 +D+H 0.719 0.719 +D+L+H 1.139 1.139 +D+Lr+H 0.719 0.719 +D+S+H 1.506 1.506 +D+0.750Lr+0.750L+H 1.034 1.034 +D+0.750L+0.750S+H 1,624 1,624 +D-+O.60W+H 0.719 0.719 Description : header Wrtica(Readlons:' Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 +D+0.70E+H 0.719 0.719 +0+0.750Lr+0.750L+0.450W+4 1.034 1.034 +D+0.750L+0.750S+0.450W+H 1.624 1.624 +D+0.750L+0.750S+0.5250E+H 1.624 1.624 +0.60D+0.60W+0.60H 0.431 0.431 +0.601)+0.70E+0.601-1 0.431 0.431 D Only 0.719 0.719 Lr Only L Only 0.420 0.420 S Only 0.788 0.788 W Only E Only H Only Wood Beam rue=U:WKuurw--11LNtKL;A--z I ENERCALC. INC.1983-2015. Build:6.15.10.5. Ver.6.15.10.5 Description : header CODE REFERENCES Calculations per Load Combination Set: ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb - Tension 850 psi E : Modulus of Elasticity Load Combination ASCE 7-10 Fb - Compr 850 psi Ebend- xx 1300 ksi Fc - Prll 1300 psi Eminbend - xx 470 ksi Wood Species ; Hem Fir Fc - Perp 405 psi Wood Grade : No.2 Fv 150 psi Ft 525 psi Density 26.83pcf Beam Bracing Beam is Fully Braced against lateral -torsion buckling D 0.06 S 0.063 C /�'�� Span = 10.50 ft Uniform Load : D = 060, S = 0.0630 , Tributary Width =1.0 ft DESIGN SUMMARY iMaximum Bending Stress Ratio = 0.4421 l Section used for this span 2-2x10 fb : Actual 475.47psi FB : Allowable = i 1,075.25psi Load Combination +D+S+H Location of maximum on span = 5.250ft Span # where maximum occurs = Span # 1 Maximum Deflection Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs Max Downward Transient Deflection 0.067 in Ratio = 1870 Max Upward Transient Deflection 0.000 in Ratio = 0 <360 Max Downward Total Deflection 0.132 in Ratio = 957 j Max Upward Total Deflection 0.000 in Ratio = 0 <180 Overall Maximum Deflections ]psinn r 0.173 : 1 2-2x10 29.81 psi = 172.50 psi +D+S+H 0.000 ft = Span # 1 Load Combination Span Max.'-" Deb Location in Span Load Combination Max. "+" Defl Location in Span +D+S+H 1 0.1315 5.288 0.0000 0.000 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.646 0.646 Overall MINimum 0.189 0.189 +D+H 0.315 0.315 +D+L+H 0.315 0.315 +D+Lr+H 0.315 0.315 +O+S+H 0.646 0.646 +0+0.750Lr+0.750L+H 0.315 0.315 +D+0.750L+0.750S+H 0.563 0.563 +D+0.60W+H 0.315 0.315 3 L/ WOOd .B tt1 File �APROBRA AENERGA 2; ENERCALC, INC.19832015, Build:6,15`10.5, Vec6a6.10.5 Description : header Vertical �ieact,1.dns _ p' Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 +D+0.70E+H 0.315 0.315 +D+0.750Lr+0.750L+0.450W+H 0.315 0.315 +D+O.750L+0.750S+0.450W+H 0.563 0,563 +D+0.750L+O.750S+0.5250E+H 0.563 0.563 +0.60D+0.60W+0.60H 0.189 0.189 +0.60D+0.70E+O.60H 0.189 0.189 D Only 0.315 0.315 Lr Only L Only S Only 0.331 0.331 W Only E Only H Only -31 Wood Beam File = C:TROGRA-IIENERCA-2 ENERCALC, INC. 1983-2015,Build:6.15.10.5, Ver:6.15.10.5 KW-06010224 Licensee: D.S. ENGINEERING PC Description : header CODEREFERENCESI Calculations per Load Combination Set: ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb - Tension 850 psi E : Modulus of Elasticity Load Combination ASCE 7-10 Fb - Compr 850 psi Ebend- xx 1300ksi Fc - Prll 1300 psi Eminbend - xx 470 ksi Wood Species : Hem Fir Fc - Perp 405 psi Wood Grade : No.2 Fv 150 psi Ft 525 psi Density 26.83 pcf Beam Bracing Beam is Fully Braced against lateral -torsion buckling Df0.2 S0051 �. _`A� 2 2• x6 I Span Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load : D = 0.20, S = 0.050, Tributary Width = 1.0 ft DESIGN SUMMARY • • JMaximum Bending Stress Ratio = 0.718 1 Maximum Shear Stress Ratio = 0.345 : 1 Section used for this span 2-2x6 Section used for this span 2-2x6 fb : Actual 714.05psi fv : Actual 46.58 psi FB : Allowable 994.50psi Fv : Allowable 135.00 psi Load Combination +D+H Load Combination +D+H Location of maximum on span = 3.000ft Location of maximum on span = 0.000 ft Span # where maximum occurs = Span # 1 Span # where maximum occurs = Span # 1 i Maximum Deflection Max Downward Transient Deflection 0.027 in Ratio = 2654 Max Upward Transient Deflection 0.000 in Ratio = 0 <360 Max Downward Total Deflection 0.136 in Ratio = 530 l Max Upward Total Deflection 0.000 in Ratio = 0 <180 Overall Maximum Deflections Load Combination Span Max. ' " Defl Location in Span Load Combination Max. "+" Defl Location in Span +D+S+H 1 0.1356 3.022 0.0000 0.000 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support1 Support 2 Overall MAXimum 0.750 0.750 Overall MINimum 0.150 0.150 +D+H 0.600 0.600 +D+L+H 0.600 0.600 +O+Lr+H 0.600 0.600 +D+S+H 0.750 0.750 +D+0.750Lr+0.750L+H 0.600 0.600 +D+0.750L+0.750S+H 0.713 0.713 +D+0.60W+H 0.600 0.600 Wood BeamFile=CAPROGRA--11ENEI ENERCALC, INC.19n2015, Build:6.15.10.5, Ver:6. Description : header Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 +D+0.70E+H 0.600 0.600 +D+0.750Lr+0.750L+0.450W+H 0.600 0.600 +D+0.750L+0.750S+0.450W+H 0.713 0.713 +D+0.750L+0.750S+0.5250E+H 0.713 0.713 +0.60D+0.60W+0.60H 0.360 0.360 +0.60D+0.70E+0.60H 0.360 0.360 D Only 0.600 0.600 Lr Only L Only S Only 0.150 0.150 W Only E Only H Only -- — � —— — — — — — — — — — — — — — — — I , I , I wr 106 r -ti Imi J I111 b• 1,�, I I I 1 IIV !4l-4 EAL I I t•e c wm Y,) I I I I III' 9 , I r I I / b•r-4•�I l L t•D' III, I I L J I I 4' cart. DI.AI5 ON C#ME I uu 4.16.Or- EACH WAY I (a)-bO W-sxe 1 MEE PLAN NaM R KLf4 COLL T (LN"R WALL) 1 i III I 102 I I b • I.-C I III , I I t•D' r 36.46,42, W/ M-04 E1LL� III I I --- ANDER UTALL) I I r j j n I L--- -'�- ---- ---- -----� - T I I I I NO • 16' OG. L J 2x8 • 16' Ot. I 104 r �(2}2x8 MIDER LLJr � LKo L J I I C I 1 (3)-4 ELLt•D' r Im1 L J I I II l2}2xB (WDER W4LL)L J I I - 1 I .2JI T-0' D'-9'�'�� 0'-I� � T-9' VJY I I I Wyct9kl0' o b�t� � •� ti� I I b. I'-4' I I01 I uV (2Y4 E31 �' t . W I I m a acEs)� �iw !3� 4 tiv ` (� KM n) J � im I I r- i I op I I � a� J I I b.l-4• I i ,� �` ���; • i i • Imo I I r , 2xB • I6' O.G. US • 16' O 2x8 W' OL. , i I Imb L J }, b•l4 I I t•D' I I Jill I ^ L J L J I IL------- __ ---------- L 1 106 T 106 I I IO2 --- 7a ` ^ G 'y'PP • ■ I— I L L J IeklDka' W) ID'xWAV W/ T-6' (7)-4 EA. WAY (2)-4 EA. WAY 08 r 4x4 "T W/ • t 4x4 POOT W/ II'-7 pBA4' t 'AC4' 1151344' r W-31/2" 25-0 I/7 47-0' L FOUNDATION 4 MAIN FLOOR FRAMING PLAN SGAL.E: '4' • 1'-O' 0 WOt d File = C 1PROGRA-1\ENERCA� -<A NERCLO, INC.1983 2016 `Build.6,16.1,2, Ver.6.tfi.1i2T Description : main floor joist Calculations per ' Load Combination Set: ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb - Tension 850 psi E : Modulus of Elasticity Load Combination ASCE 7-10 Fb - Compr 850 psi Ebend- xx 1300ksi Fc - Prll 1300 psi Eminbend - xx 470 ksi Wood Species : Hem Fir Fc - Perp 405 psi Wood Grade ; No.2 Fv 150 psi Ft 525 psi Density 26.83pcf Beam Bracing Beam is Fully Braced against lateral -torsion buckling Repetitive Member Stress Increase .............._..._.._.._.... ......_....._................__.....__..__.._.............. _.._........... __._............. ....... - -....... _... ......................... _._... ....... _........ ... _..... _....... ......._..._....__....... D(0.016) L 0.0533 ............. .... ...... ...... ._._..._..._.._ ...... _..... _....................................... .._...... ...... ..................................... ....._...._.............. . zx8 6 �• I Span = 9.0 ft Service loads entered. Load Factors will be applied for calculations. Uniform Load : D = 0.0160, L = 0.05330 , Tributary Width = 1.0 ft tlr5r?GNi1MMARY, • Maximum Bending Stress Ratio = 0.546: 1 Maximum Shear Stress Ratio = 0.249 : 1 iSection used for this span 2X8 Section used for this span 2X8 fb : Actual = 640.76psi fv : Actual = 37.36 psi I FB : Allowable = 1,173.00psi Fv : Allowable 150.00 psi Load Combination +D+L+H Load Combination +D+L+H Location of maximum on span = 4.500ft Location of maximum on span = 8.409 ft Span # where maximum occurs = Span # 1 Span # where maximum occurs = Span # 1 Maximum Deflection i Max Downward Transient Deflection 0.128 in Ratio = 845 Max Upward Transient Deflection 0.000 in Ratio = 0 <360 Max Downward Total Deflection 0.166 in Ratio = 649 Max Upward Total Deflection 0.000 in Ratio = 0 <180 Overall'MaximumDeflet;%ians Load Combination Span Max."-" Defl . Location in Span Load Combination Max. "+" Defl Location in Span +D+L+H 1 0.1662 4.533 0.0000 0.000 8ff0�1 aG Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.312 0.312 Overall MINimum 0.043 0.043 +D+H 0.072 0.072 +D+L+H 0.312 0.312 +D+Lr+H 0.072 0.072 +D+S+H 0.072 0.072 +D+0.150Lr+0.750L+H 0.252 0.252 +D+0.750L+0.750S+H 0.252 0.252 +0+0.60W+H 0.072 0.072 Description : main floor joist Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 +D+0.70E+H 0.072 0.072 +D+0.750Lr+0.750L+0.450W+H 0.252 0.252 +D+0.750L+0.750S+0.450W+H 0.252 0.252 +D+0.750L+0.750S+0.5250E+H 0.252 0.252 +0.60D+0.60W+0.60H 0.043 0.043 +0.60D+0.70E+0.60H 0.043 0.043 D Only 0.072 0.072 Lr Only L Only 0.240 0.240 S Only W Only E Only H Only M FI-C1PROGRHTNERCAZ ENERCALC.INC."1983-2016.8ui1tl,6.3&:1. .Ver.6.#6127 Description : main floor beam DUDE REFERENCES Calculations per Load Combination Set : ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb - Tension 900 psi E : Modulus of Elasticity Load Combination ASCE 7-10 Fb - Compr 900 psi Ebend- xx 1600 ksi Fc - Prll 1350 psi Eminbend - xx 580 ksi Wood Species : Douglas Fir - Larch Fc - Perp 625 psi Wood Grade : No.2 Fv 180 psi Ft 575psi Density 31.2pcf Beam Bracing Beam is Fully Braced against lateral -torsion buckling --- - --- --- - -- -- --- -- — --- — ------ - - ...._... _... _.-.......... -- .._._..._.._.....------ ---- D(0.096 L 0.32 ------- ---------.. ------- — -- -- IZ�xC�6f� a., Applied Lvat�� Uniform Load : D = 0.0960, L 0,320, Tributary Width = 1.0 ft ©ESIGN SUMMARY: !Maximum Bending Stress Ratio - Section used for this span i fb : Actual = j FB : Allowable = Load Combination Location of maximum on span = Span # where maximum occurs = I Maximum Deflection i Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection overall Max fn6 eflectior s' Span = T420 ft Service loads entered. Load Factors will be applied for calculations. e- . s 0.958 1 .._....... - -- - - -- - -- -- — Maximum Shear Stress Ratio = 0.425 : 1 4x8 Section used for this span 4x8 1,120.47 psi fv : Actual = 76.58 psi 1,170.00 psi Fv : Allowable = 180.00 psi +D+L+H Load Combination +D+L+H 3.710ft Location of maximum on span = 6.824ft Span # 1 Span # where maximum occurs = Span # 1 0.123 in Ratio = 721 0.000 in Ratio = 0 <360 0.160 in Ratio = 554 0.000 in Ratio = 0 <180 Load Combination Span Max. "" Deft Location in Span Load Combination Max. "+" Deft Location in Span +0+L+H 1 0.1605 3,737 0.0000 0.000 VLIjCa) l@aCtt0�1$ ",� Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 1.543 1.543 Overall MINimum 0.214 0.214 +D+H 0.356 0.356 +D+L+H 1.543 1.543 +D+Lr+H 0.356 0.356 +D+S+H 0.356 0.356 +D+0.750Lr+0.750L+H 1.247 1.247 +D+0.750L+0.750S+H 1.247 1.247 +D+0.60W+H 0.356 0.356 M_ Description : main floor beam Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 +D+0.70E+H 0.356 0.356 +D+0.750Lr+0.750L+0.450W+H 1.247 1.247 +D+0.750L+0.750S+0.450W+H 1.247 1.247 +D+0.750L+0.750S+0.5250E+H 1.247 1.247 +0.60D+0.60W+0.60H 0.214 0.214 +0.60D+0.70E+0.60H 0.214 0.214 D Only 0.356 0.356 Lr Only L Only 1.187 1.187 S Only W Only E Only H Only Description : main floor beam Calculations per Load Combination Set: ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb - Tension 900 psi E : Modulus of Elasticity Load Combination ASCE 7-10 Fb - Compr 900 psi Ebend- xx 160Oksi Fc - Prll 1350 psi Eminbend - xx 580 ksi Wood Species ; Douglas Fir - Larch Fc - Perp 625 psi Wood Grade : No.2 Fv 180 psi Ft 575 psi Density 31.2 pcf Beam Bracing : Beam is Fully Braced against lateral -torsion buckling i D 0.105 U0.351 I 6.330 Fl pI ' Loads.. . Uniform Load : D = 0.1050, L = 0.350 , Tributary Width = 1.0 ft Service loads entered. Load Factors will be applied for calculations. DESIGN SUMMARY • • Maximum Bending Stress Ratio - 0.7621 Maximum Shear Stress Ratio = 0.383 : 1 Section used for this span 4x8 Section used for this span 4x8 fb : Actual 891.90psi fv, : Actual = 68.97 psi FB : Allowable = 1,17O.O0psi Fv : Allowable 180.00 psi Load Combination +D+L+H Load Combination +D+L+H Location of maximum on span = 3.165ft Location of maximum on span = 5.729ft Span # where maximum occurs = Span # 1 Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward Transient Deflection 0.072 in Ratio = 1062 Max Upward Transient Deflection 0.000 in Ratio = 0 <360 Max Downward Total Deflection 0.093 in Ratio = 817 Max Upward Total Deflection 0.000 in Ratio = 0 <180 Oberall Mximum Deflections Load Combination Span Max. " " Defl Location in Span Load Combination Max. "+° Defl Location in Span +D+L+H 1 0.0930 3.188 0.0000 0.000 l�ertical Re'acti�nS Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MINimum 0.199 0.199 +D+H 0.332 0.332 +D+L+H 1.440 1.440 +D+Lr+H 0.332 0.332 +D+S+H 0.332 0.332 +D+0.750Lr+0.750L+H 1.163 1.163 +D+0.750L+0.750S+H 1.163 1.163 +D+0.60W+H 0.332 0.332 Description : main floor beam Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 +0+0.70E+H 0.332 0.332 +D+0.750Lr+0.750L+0.450W+H 1.163 1.163 +D+0.750L+0.750S+0.450W+H 1.163 1.163 +0+O.750L+0.750S+0.5250E+H 1.163 1.163 +0.60D+0.60W+0.60H 0.199 0.199 +0.60D+0.70E+0.60H 0.199 0.199 D Only 0.332 0.332 Lr Only L Only 1.108 1.108 S Only W Only E Only H Only '"M Vo,-,,; (j)FOUNDATION 4 MAIN FLOOR FRAMING PLAN SCALE: 11/4' • 1'-0' .- k. la fr* if ENGINEERING SUBJECT Project No. PROJECT DATE DS CLIENT DESIGN SHEET NO. .6 k ENGINEERING SUBJECT Project No. PROJECT DATE DS CLIENT DESIGN SHEET'NO. I Q + lft�r QI DL= 680., LL= 1100.50000000.0005#, Ecc= 0.0005in Pp= 55.556# 14 124.44# 1777.5psf < c2 ICi T-3Gr 0, � t...� Lateral Analysis Converting Addresses to/from Latitude/Longitude/Altitude in One Step Stephen P. Morse, San Francisco Batch Mode (Focv�ard) Batch Mode (reverse) ; ! Batch ;mode; (Altitude) Deg/MinJSec to Decimal ... Computing Distances Frequently Asked Questions 1�My Otiti?r Webpages o Access geocoder.us / geocoder.ca (takes a relatively long time) ;from 70� ogle ,la tude ;longitude jalti ude jdecimal 466917 -122 28243780000003 Ides -min -sec (47° 28' 0.9012 -1220 16' 56.7761" F� jfrom. _'.a� hoo..i latitude_............._.._...._ longitude ..................._...... i.altitude jdec a — 47.46692 -- 2.28413 ideg 47° 28' 0 912" 122° 1 T 2 868" 4002 S 152nd St, Tukwila, Washington 98188 from open street map latrtude longitude jaltitude; decimal 47.466813 122.2717048 deg -min -sec .. �47° 28' 0.5268 -122° 16' 18.1373" j _.... South 152nd Street, Tukwila, King County, Washington, 98188, United States of America, tamu decimal .147.4670124501312 122.283 850868991 ....... --- �deg 1470 28' 1.2448' 122° 17' 1 8631" _..... l .._.... .._. .... .... WA LI �US GSDesign Maps Summary Report User -Specified Input Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.466920N, 122.28413°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III USGS-Provided Output Ss = 1.482 g S,s = 1.482 g S" = 0.988 g Sl = 0.554 g Sh11 = 0.831 g Sol = 0.554 g For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCEtt Response Spectrum 1.65 1.50 1.35 1.20 1.05 0.90 to 0.75 0.60 0.45 D.3D 0.15 o.DO t i 0.00 0.20 9.40 0.60 0.80 1.00 1.20 1.40 1.60 1.90 2.00 Period, T (sec) 1.10 1.OD 0.50 D.ea 0.70 C� 0.6D 0M 0.50 0.40 0.30 0.220 0.10 0.00 0.00 0.20 0.40 0.60 0.00 1.00 1.20 1.40 1.60 1.90 2.00 Period, T (sec) Design Response Spectrum Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a subst!tute for technical subject -matter knowledge. • ��/ MGd Cab) I� N1�I �u��'� het I-� D;a Design Lateral Seismic Load per "IBC 2012' & 'ASCE/SEI 7-10": The total design lateral seiamic force is determined from: V = CS x W = 0.1064 x W = 9523 lb. From: SS = S, _ Fa = F„ _ SMS — SMt = Sos SD, _ Ct = h„ = le = R= CS = W= : ASD 1.482 g (=0.2 sec response) Seismic Design Category 0.554 g (=1.0 sec response) Occupancy Category 1.000 (=site Coefficients: site classification 'D') Seismic Use Group 1.500 (=site Coefficients: site classification 'D') 1.482 ( = Fa x SO 0.831 (=F,xSi) 0.988 [= SMs x (2/3)] 0.554 [= Sm, x (2/3)] 0.020 23.00 ft.(=Mean Height of Roof) T = 1.00 6.50 0.1064 (=SDs/(R/le)x0.7) : ASD 89500 lb. (=included Exterior & Interior Partition Wall) 0.21 sec. ASCE/SEI 7-10' Section 12.8.1 has a requirement that V be not less than 0.01 W BUT not more than f (SDix I)/(RxT)]x W Check: ( 0.01) x W < V < {(SDIx te)/(RxT)}x W 627 lb.< V < 25421 lb.: O. K. Ditribution of Base Shear (ASD): From D II I Level W;(lb) h;(ft) I (W;)(h;) (Wihi)/Sum(W;h;) FX I Sum (FX) 1b. Ib. Roof 410001 23.001 9430001 0.660 1 62891 6289 Upper Floor 48500 10.00 485000 0.340 3234 9523 89500 1428000 1.000 I Roof (IP + Upper Floor . (��.+ /W M./ , VL. 04WC Diaphragm Load (ASD): Level F;(lb) sum:Fil Wil sum:F;/sum:W; Adjust I F ,, Roof 62891 62891 410001 0.153 0.153 6273 Upper Floor 32341 95231 485001 0.196 0.1961 9506 F,(max)= 0.4 SDs Ie Wpa (0.7) = 0.277 F,,(min)= 0.2 SDs le Wp,; (0.7) = 0.138 Ib. Ib. L.3 1609.6 Alternate all -heights method, (<_ 75 ft) Building Mean roof height, h = 24.25 FT Roof Pitch = 5.0 : 12 0 = 22.6 Degrees Building & Structure Risk Category = Il, standard IBC T-1604.5 Basic Wind Speed = 85 MPH Fig. 26.5-1A, MRI = 700 yrs 1). Main wind force -resisting frames and systems Pnet= 0.00256V2KZCnetKzt IBC (16-35) Cnet = q(GCP)-(GCpi)] IBC T-1609.6.2 Pnet = 18.5 KzCnetKzt Kz = Velocity pressure exposure coefficient, ASCE 6.5.6.6 For windward side shall be based on height z For leeward, sidewalls and roof shall be based on height h Topography factor Kt = 1.38 26.8, Figure 26.8-1 Exposure = B Enclosed Building ASCE T-6-1 Ctet Factor From Table 1609.6.2 Description Enclosed Building Kz Pnet in PSF Walls: +Internal pressure -Internal pressure +Internal pressure -Internal pressure Windward wall 0.43 0.73 see calculation below Leeward wall -0.51 -0.21 0.66 -8.58 -3.53 Sidewall -0.66 -0.35 -11.11 -5.89 Parapet wall, windward 1.28 21.54 21.54 Parapet wall, leeward -0.85 -14.30 -14.30 Roof Wind perpendicular to ridge Leeward roof or flat roof -0.66 -0.35 -11.11 -5.89 Windward roof slopes: Slope = 22.6 Condition 1 -0.59 -0.29 -9.95 -4.89 Condition 2 0.02 0.33 0.40 5.61 Wind parallel to ridge and flat roofs -1.09 -0.79 -18.34 -13.29 Height g z (ft) K z Windward wall Leeward wall Total Horizontal pressure 0.00256V2KzCnetKzt 0.00256V2KzCnetKzt with +Internal Pressure with -Internal Pressure with +Internal Pressure with -Internal Pressure with +Internal Pressure with -Internal Pressure 0' - 15' 0.57 6.31 10.71 -8.58 -3.53 14.89 psf 14.24 psf 25.0 0.67 7.30 12.39 -8.58 -3.53 15.88 psf 15.93 psf -9.95psf or � -11.11 psf I I sf for flat roof, use leeward pressure 1" 3p 7.30psf +Internal Pressure +GCpi 6.31 psf i 0.0' 25.0' 0'-15, + Sign signify pressure acting toward the surface - Sign signify pressure acting away from the surface -3.53psf -3.53psf L4 4 e- L� s L� FACTORY -BUILT FIREPLACES SHALL COMPLY WITH IRC, 2012 SECTION FJOC14 AND KAC, 51-1-1-402 AS YELL AS 13E CERTFW AS MIEETINS WAST. EMISSIONS STANDARDS. A REMOTE 9W OFF VALVE SHALL BE LOCATED WITHIN 5' OF THE M PLACE AND ALL COM9ZTlON AIR SHALL BE TAKEN FROM OLITI)OOR5. -.0 (� O' �� r Fo a,F -1 m P. NEM rl. FR,� 5TA. 1-114'1110. TREADS. I I, HANDRAIL I 112'OFF RAI 0 21-40, ABOVE STAIR 4 t5 14 p LOWER R- 1 42'-0' B A A-6 A-6' UPPER FLOOR FLAN 14 1/4'=1' - 0' AREA = 2,422 5F /YD L-1 C (0 O O � 00 1- O O Cl) O 00 r- O N II II II II II M N H Li > . Y Q LL T �I O O Cr 00 O O T y_ + It LO O M O0 LO , Y O r 0 t- O T jy� 11 II II II II II q �J LLLL 41) x LL 0 0 O O CD LOco co — — 0 LO C II II it II II II ' co 11 LL LL > r� T � � Cl) X II V- I I w p+ I-- I- O O O M 0 OOL() O d' t- (D (0 0 cu 0 3 3 ULL LL > M Z x 3 LL V .2 2 w SZ N N cO O 04 CO O I` 00 CV N —MO M 000 (M II II II II II II N LL LL > X LL I I 0 0 C) O a�2 i-- CD0 ro 0 0 0 M O • �S II II II it II II N f LL LL > LL cu x LL V 11 N N LO O I— N (Nr O � CDC0M O to CO M II If If II If 11 + m Cl) LL LL > a °0 ti + L` • OR N L II + I- II Q + Ln to Lo O I-- rn CL N OD O04 NO N (fl co 00 N N :_i II II II II II II II J 3 J t LLI u- LL > N Ch O 00 LC) O Ch O �t ,;r M O 11 II II II II LL > 00 M O 00 00 Cp 00 O It O eN—NO N II II II 11 II (p J = d U N LL > co r- O It CO ~T(C)"TcM CM II II II 11 II N it M LL > 0 � c4 CM CO LO + h\ M • OR 11 + LL a� Q + p, in 00 ir) o O N O co Co q LO N C� N O "T M Ll.1 N 11 II II II II II �(a) 0 N O ` 9 V u LL w- w O o0O NOO 00 T CO OD 0 0 CO � T CO T T I B 7 II II II II II 11 J J co t L C9 zIM > 0 4wo o C M x c� cu X V li 11 > II C 0 �LOO O Ln v�OO I_ Op ch C') O T 'n =/ V j L N @� u7 LL > L40 x m L n LOLOoo co Il- 00 co CY) OD 0000 N 00 N N 0 N 11 II II II II II 3 3J tF LL IL > io V 3 00 00 O O 00 00 -� oa000 rn r- lJ7 0 N N II 11 II II II 11 co (� J = L LL ti > fL (x X 11 L II w t O O 00 M 0 CA 0 0 t O Oj N M V II II 11 11 II II II :a J U y C� 3 `° t i N LILIli LL> a cm O O v LO V O O C4 N N 0 coM II II II II II _ U 11 U- > H o-L� rnoO v co � O O CS] M 00 Lr) O M M II II II II II _j _ U LL > 0 N 00 it \ Y LL y-. + M- Q- LO O O ' LO O O CO t t O M M II II II II II II U coJ= d 11 Z_ UJ LL" > Ll t `110 s Y �t� 4� D- C) O O M 1l- M 'o O M Lo Lo - O M O O II II II II II C4 CO) FII- LL > V v 11 a LL Q Q LL to OOO LO O OOO M �- 0,O� CCOOO MC N0,Co r- .Oco O 't cM p, + N O m Z 11 it II II II II Z 11 11 II II 11 II Z_ C9 LL > Z_ (9 u- > \ LL Ll U)U') O O N O M M L6 O N O COAM - O N N `. CY � X V 11 � L > it Q Q v- a =Lo O 0 LO LO O O 'ITLO O C4 M 0) c'M cM 0 O N Z � V 11 II II II II II II 'Aif =/ f^ c L L f uj y V LL 11 > II II 11 II 11 II 3 J L �1 LL LL > 4t kn X II f0 > LL II L d �.Qzt:! _ ct� a�e la Ui O O O O N O C. T- O O � t M CM c- c- CO N N Z � V II II II II II II II co M r 1 0) LILI LL li > C u C, CT 00 LO M C'4 LOO O eT 0) NCO �T O O II II II II II M L y H II �w a lizt� 4:� a -0 LIL .. OOo 0o co w vOO Un c") y_ I— Ul O I- t+ N LO O O O o M O Oco M a zo N t[) O � O N II II II II II II � 11 II II II II II J c??aJ= Z5 C a� mJ= U Q �V i— Z C9 L- > Z C9 LL > x 3 li u _ LO LO O O 00 00 0 0 ,0 0 co N (V O O Cl) vII II II II II II LL t3 > co th X IY 11 LL 4-- 0 L-C) LO 0 0 0 CO CL Imo- 1l- O O 00 LO — � �O oOD O t , + � P- � 0) M p M CM N — CM V II I I 11 11 11 If If %i II I I 11 11 11 11 11 cnCj J cuJ r� '=�'/^��J coJ �U Mu C N m N (D @ 'A IL > co u- LL > �1� w N > O. O O O M (� Q M Q Wr N N +�+ O O to O O w O N M 1 a COD � U. m a 10 `O � N d mN c w > O to n to C co m tO Q tOo n co n c ° O = ° p u ° = 2) O O 0 0 Q O O M O O O 'oO 0 0 0 In QW M M Lt. T 0 L w O tD i� N N W N Q r f` LnC E c N s D o tD 0 00 C0D On 00 OV o u{ J N Q Q M CD N ti O O cc'.,N N N N to N y m O M O h f MQ Q M to MM MQQ to Q Q N N -IT co 'IT O co (OD m Q G p N �2 Q 0 0 N to n J cD M f` N A M h tD m O c N a C � � W Y C V m M O N N m O N M N N M N N M M N U W U > 0 0 0 0 0 0 � o ow N0 O M O o o o o` M - M m G �o �rZnmrnrn o N—tn�(h l�(O a Uf m n co W Q Y N O N N O N v M N o� a 4. 0 0 0 0 0 0 ON m t0D QOQ ocD C, N 7 C a of O ` M M N N 01 5 � ^ > G 0o0oo0o0 0 c a to co CD to co m coT t`n occc O % � O N �tS 7coo E N c p to co LL 0. v I ~ z cm , o m� C m O C O m V W C tl) m iGi O C R v- r- LLL n Cam 0o no00un v Q ❑ 'a y O0 Lo CAD t� m 'o n co cU. 11 y C Joo Esc 9 R R G U MMMttnnttnn C ¢ MQ w L y C 3 m U D G -t1 O td C N CNI N u_; U 93 w _ t N ¢�XQ�R o•N�U�_UG' G�WRsvOR V'."TDE O . QCUE�y_ `��JvyyROi .N e~- N N to tLJ �t•O U w OT+.= 00 O O O 00H N cD CD Q NO0 - .to N R -�' c6 dD y>N�90 o MN N N N• J.N CO cOD mN�0 3 U G C 0yO. M MQcD CD 'a _ 0 7y;,, y �• c y E v J � o ` c° ^ E = R G U A C m co O Co O 3 O L� y N N N Q o* E 3 0 > 10 G y OD d G R y o 0 0 0 o 0 0 c ON N M Q ID CDO N N N mQ CD c C T. = � 'Z, � � dM 0 E. . V m co .Z.+ 5, 4_ h G OM c, N •�. � •�n aor c g mc C =So o Gy R U C O CCD Nt V `a-= CS.E O A ,O N O L E m .a tT n N C CD Om U N ` 3 y 7,1 R h �' 0 _ -D a c cow •O EN 0 -EcD co CC X com S X `om �._ CT Q > v c0 > .0 > _ -0 > G R O 2u_ N G,O M d in 00 G R O Z m °'co o`er _ c 3 3•q 3 y 3 to Z vs Z C°E-71 T R m 0 � �-O O .Uy ., C �O •-�jt CDw � E "" R h y° M p r O y U c 3 0 ^ '—' �° CD U o C c°� O �� R T• w 'G 7;5 G .D ° Es t t° M�N�to ttnrninch M K�_ M i` = <o I C '6 °O o=2 �� W co ��� J° L.. L J y Q V m U G ` J y r p C m T.—GO t0.)'' W m N 7 N J U 9 W � z L ( �J tn dfA > 9lAdc d0 du)_02 :i 0LL Co O 00 o _°� oEy_ y in , 3 c: ca c m< A>: y p .c G ._ y, y_ 4^ —a. 2 d .Q R .0 O ° LL Q U M 0 L N> z <033 cC� N M Q h V AMFRICAN WOOD COUNCIL FACTORY -BUILT FIREPLACE, 5MLL COMELY VM IRO 2012 SECTION RION =1 WAG 51-0-402 AS YIELL AS BE EZ�Ak 5T. STANDARDS. A FB49M SWT OFF VALVE SHALL 5E LOCATED WITHIN 3' Or THE FIRE PLACE A1D ALL COMEZTION AIR WLL BE TAJaN FROM OUTDOORS. , 4'-C' . 4`0 ILZ* OmN 6WZ6eVxYx)6N F .7=f Pi fA -7 0 A-7 51TTIN MASTER 5UITr=l i /2\\� I ' MASTER BATH 9L 22 ;r Y\ (4o-MASTER W. I. C. HALL -j') BATH- =40' ATM.hu 21 / ........... _11\11'� — — — — — 24 1111 1011 Q9 HOLGE F LINEN TIMER FOR ro F. T V-4 LO' V-1T DROOM 15' BB F 2� UTILITY NEA YN=10F'C'-V4110 V 5D.HANDRAIL I 30 11 16 5 It 0 2140, ABC STAIR 5TA1R To a 4-4 4`11 1,0' El ... . ........ T-5 LQ* &QROOM 4 -7 vju ............. ......... BEDW 3 7=77/7777�7-77777, BEDROOM 5 C I BATH-1 AIM P ... ....... b L I R A-6 / \ A-6 UPPER FLOOR PLAN �O 114'=I' - 0' AREA = 2,422 SF UPPER FLOOR =jF L►G r •::T:•;T:::T.�:=:wS!:•wT:S'!.:!I IT:T:=:T:T:•:S'.::::T:.T:T:T:T:T:T:T:T:T.!:TT:T:T:ST:❖:S❖:T:�:•:❖:T:•:=.".. n J B A P%\� A 6 A 6 apiiLOJR LIVING AREA 1,364 5F GARAGE AREA 436 5F �fH 50 SF TOTAL AREA 1,610 5F MAIN FLOOR FLAN 1/4' =1' - 0" AREA = 1,8-1 0 SF //\\ OD FLOOR MAMIM i AT CRNlI SPACE FaINDATION VBR GALGILATOG PER IRL R4061 V ALL WOOD, POST. BEAMS MST BE PRESWRE TREATED OR NATWALT RESISTANT NM N $CR /M50 = CE 136DN VENT REM TO DECAY. TREAT ALL CUTS OR FER MATIONS WITH ETD CUT SOLUTIONSP. USE GRAND -CONTACT TREATED WW- 150 / 144 X .T5 = .16 5F PER VENT. 42 S.F. 1.115 SF " It8 FDN VENTS REOD FASTENERS. NAG.Br. NAILS, SCREIG ETC.MIST BE STAINLESS STEEL, NOT 12 FDN VENTS PROVIDED GALVANIZED, OR AS SPECIFICALLY REQUIRED FOR TINE SPECIFIED WOOD VENT 3'-0' MAN FROM C FMR TYP. PRESERVATIVE USED THE COATING WEU4TS FOR ZINC -COATED FASTBOZi TO BE N ACCORDANCE WTH A57M A 153. PROVIDE OLL'U' MATH N THE FIELD 5NP1A1Ya THE REWIRED FASTENER PPOTECTICN COHSIPERW TIE WOOD CHOSEN FOR YOUR FLOOR FR4MM AT CRAW. SPACE November 12, 2015 Project No. 15-007 Antonio Choix & Maria Ochoa 19421 141 st Avenue SE Renton WA, 98058 Subject: Geological/Geotechnical 4002 South 152nd Street Tukwila; Washington � Gary A. Flowers, PLLC L- eological & Geotechnical Consulting 19532 12th Avenue NE Shoreline, WA 98155-1106 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 6 2016 City of Tukwila ILDING DIVISION RECEIVED CITY OF TUKWILA DEC 0 4 2015 PERMIT CENTER This report presents the results of our geological/geotechnical evaluation of the vacant lot located at 4002 South 152nd Street in Tukwila, Washington. Based on plans provided by Advanced Remodeling Solutions, LLC, a two story, wood frame, crawl space construction house with attached slab on grade garage will be constructed on the property. The purpose of our site evaluation was to document existing shallow soil and ground water conditions on the property, determine the feasibility of on -site storm water infiltration and to provide geotechnical design recommendations for construction of the proposed improvements. EXISTING CONDITIONS Based on a survey by Fox Dobbs Surveying & Mapping, the subject site is 6,635 square feet in size and is square in shape measuring about 82 feet in the north -south direction by 81 feet in the east -west direction. The property is bounded on the north, east and west by existing single family residences and on the south by South 152" Street. An existing asphalt driveway is located along the east side of the property and a 10 foot wide utility easement is located along the west side of the driveway. The parcel is nearly flat lying with a minor downward inclination toward the east. The overall area around the parcel has a gentle descending slope to the east. There were no indications of standing or flowing water on the site at the time of our field investigation. Vegetation on the property consists of a couple large evergreen trees along the south side near the street and a few landscape bushes. Most of the property had been previously cleared and was covered with a layer of crushed gravel that was used for parking for the existing home to the north. No indication of standing or flowing water was present on the subject parcel or adjacent properties at the time of our field work. There was no evidence of erosion anywhere on the site. No hydrophilic or water loving plants were observed on the property or adjacent properties. Gary A. Flowers, PLLC. 19532 12" Avenue NB Shoreline, Washington 98155-1106 206A 17-7640 Iffox1% Choix/Ochoa Property Geological/Geotechnical Services Report 4004 South 152"d Street, Tukwilq Washington Subsurface Soil and Ground Water Conditions In order to characterize the shallow subsurface soil and ground water conditions on the property a series of 3 exploration pits were completed on the site on November 5, 2015.with a subcontracted mini -excavator. The exploration pits allowed the direct observation of the subsurface sediment and near surface ground water conditions on the site. The exploration pits were observed and logged by a licensed professional geologist and then immediately back -filled. The approximate exploration pit locations are shown on the attached Site & Exploration Plan. Due to the presence of existing utilities each of the explorations was placed on the western third of the parcel. The exploration pits logs are attached to this report. Most of the ground surface had been previously covered with a layer of crushed rock and/or recycled concrete. In the exploration pits this material was 4 to 8 inches thick. Beneath the crushed rock/recycled concrete disturbed ground or fill soils were observed in the upper 2 to 3 feet of exploration pits EP-1 and EP-2. This material consisted soft, very moist, dark brown, sandy SILT to SILT with sand. This soil is not suitable for foundation support purposes. In EP-3, beneath the crushed rock/recycled concrete, native weathered soil was observed and consisted of reddish brown, very moist, silty SAND with gravel. Beneath the disturbed soil/fill soils or the native weathered soils, medium dense, wet, gray silty SAND with gravel was observed. We interpret this material to be Vashon age glacial till. This material will provide suitable bearing for the new residence. Mappings According to the Geologic Map of King County, Washington, by Booth, Troost and Wisher, 2007, and the Washington State Interactive Geology Map, the site is mapped as Qvt (Vashon age glacial till) deposits. Our interpretation is in agreement with the published maps of the area. Hydrology Ground water was encountered in all 3 of the exploration pits completed for this study. Ground water was initially observed at a depth of 2 feet in EP-1. However, after sitting open for 30 minutes ground water was observed seeping from the sidewalls of the excavation from 2 feet to the bottom of the pit at a depth of 6.1 feet. In EP-2 ground water was observed immediately seeping into the excavation at multiple levels from 3 to 10 feet below ground surface. Exploration pit EP-3, which was the shallowest of the pits, had ground water seepage from 2.5 feet to 4.5 feet below ground surface. Gary A. Flowers, PLLC. 19532 121 Avenue NE Shoreline. Washington 98155-1106 206417-7640 Choixl0choa Property Geological/Geotechnical Services Report 4004 South 152' Street, Tukwila, Washington CONCLUSIONS AND RECOMMENDATIONS On the basis of our geologic research and field explorations, the site is underlain by medium dense to dense, wet, gray, silty sand with gravel (glacial till). Overlying the glacial till is a 2 to 3 foot thick layer of disturbed soil and/or fill soil that consists primarily of soft, dark brown SILT. These overlying sediments are not suitable for foundation support and cannot be sufficiently re - compacted to a medium dense or better condition. As such, all foundations must either penetrate fully through this layer or else the unsuitable soils must be overexcavated and replaced with suitable granular compacted structural fill. If overexcavation and replacement is the selected option the excavation must be widened in order to provide a suitable width of structural fill soils. For each foot of unsuitable soils removed beneath the bottom of footing elevation the footing excavation must be widened by 2 feet — 1 foot to the inside and 1 foot to the outside of the footing. In the case of a column pad the footing excavation must be widened by 1 foot in each direction for each foot of unsuitable soil removal beneath the bottom of footing elevation. Structural fill is defined as granular soil approved by the geotechnical engineer or his representative that is placed and compacted in lifts. Each lift must be compacted to a dense and unyielding condition prior to placement of succeeding lifts. Each loose lift should not exceed a maximum thickness of 8 inches prior to compaction. If construction will occur during the wet weather season we recommend that either Type 17 material or crushed rock be used for structural fill purposes. In non -inclement weather a good quality pit run sand and gravel may also be used. Due to the presence of unsuitable soils this site is best suited for continuous interior footings instead of multiple interior pad footings. The on -site sediments should be considered moisture sensitive and if worked during inclement weather may require special handling and care. If these soils become over optimum in their moisture content, they will be easily disturbed and additional, unplanned excavation may be necessary. Foundation Recommendations All footings must be extended to bear onto undisturbed native till sediments (gray silty sand with gravel) or onto approved structural fill as described above. The unsuitable soils are generally on the order of 2 to 3 feet thick. For footings that bear on undisturbed medium dense or better native sediments, or on structural fill placed over undisturbed native sediments, we recommend an allowable soil bearing value of 2000 psf be used in the design of these footings, including both dead and live loads. An increase of one-third may be used for short-term wind or seismic loading. Total settlement of footings placed as detailed herein should be less than %2 inch in a 20 foot span with differential settlement less than 1/4 inch between comparably loaded footings. However, Gary A. Flowers, PLLC. 19532 12" Avenue NE Shoreline, Washington 98155-1106 206-417-7640 Choix/Ochoa Property Geological/Geotechnical Services Report 4004 South 152' Street, Tukwila, Washington foundations placed on soil that is not at least medium dense may result in increased settlement. All foundation excavations should be inspected by a representative of this firm, prior to concrete placement, to verify that the design bearing capacity of the soils has been attained and that construction conforms to the recommendations contained in this report. Lateral loads can be resisted by friction between the foundations, slabs and the supporting soils, and/or by passive earth pressure acting on the buried portions of the foundations. We recommend a passive equivalent fluid pressure of 250 pcf for buried foundations with compacted backfill around the foundation and a coefficient of friction of 0.35. These values are allowable and include a factor of safety of at least 1.5. Floor Support Recommendations The existing soft soils are not suitable for slab -on -grade floors. Ideally the slab on grade floor would be supported on structural fill soils that were placed atop the underlying native soils. This would entail 2 to 3 feet of overexcavation and structural fill replacement. At a minimum we would recommend removing at least 1 foot of the soft, dark brown silt soils. Following removal an 8 to 1.2 inch layer of 4 to 6 inch quarry spalls should be placed and track walked into the underlying soft soils to create a firm base. Once thoroughly track walked and consolidated a layer of nonwoven geotextile filter fabric should be placed atop the exposed soils/rock and the area brought to grade with compacted 2 inch diameter crushed rock. A capillary break layer consisting of 4 inches of washed pea gravel, clean crushed rock or coarse sand and a heavy duty (minimum 10 mil), polyethylene plastic vapor barrier should be provided under any floor slabs where moisture intrusion is a concern. If the vapor barrier becomes compromised in any way during construction it should be replaced or an additional layer added. Penetrations through the vapor barrier should be wrapped and taped. Site Drainage All storm water runoff from impervious surfaces should be collected and piped into an approved storm water drainage system. Perimeter footing walls should be provided with a drain at the footing level. Drains should consist of rigid, perforated, PVC pipe surrounded by washed drain rock or clean crushed rock. The level of the perforations in the pipe should be set approximately at the bottom of the foundation and the drains should be constructed with sufficient gradient to allow gravity discharge away from the building. Roof and surface runoff should not discharge into the footing drain system, but should be handled by a separate, rigid, tightline drain that discharges into an approved storm water conveyance system. In planning, exterior grades adjacent to walls should be sloped downward away from the structure to achieve surface drainage. Gary A. Flowers, PLLC. 19532 12"' Avenue NE shoreline, Washington 98155-1106 206A17-7640 4 Choix/Ochoa Property Geological/Geotechnical Services Report 4004 South 152' Street, Tukwila, Washington Infiltration Potential The site was evaluated for infiltration potential as part of this study. The undisturbed native site soils are generally granular in nature (silty sand with gravel) but contain significant quantities of silt. Glacial till soils generally have an infiltration rate of 10 -6 cm/hour or significantly less. In addition, ground water was observed seeping into each of the excavations from multiple levels in the till soils which is an indication that they are relatively saturated. Therefore, it is our opinion that infiltration of storm water on this property is not recommended and not feasible. As such; the design engineer should plan on directing the storm water to a city approved storm water collection system in the adjacent street. Erosion Protection The majority of the site is relatively level except for the small slope along the east side where the utility easement is located. As such, standard erosion control will be suitable during construction. This includes a rocked construction entrance at least 20 feet long comprised of clean 2-4 inch crushed rock underlain by geotextile filter fabric, covering stockpiles with plastic sheeting during inclement weather and placing and maintaining silt fences along the lower reaches of the cleared areas. SUMMARY Based on our site reconnaissance, subsurface explorations and analysis, the site appears to be suitable for the proposed development provided the recommendations presented herein are properly implemented. Suitable soil bearing is generally found within 3 feet of existing grade and typical shallow spread footing foundations may be used. Due to the depth to suitable bearing soils it may be prudent to utilize continue spreading footings for interior building support instead of individual footing pads. Construction monitoring and consultation services should be provided to verify that subsurface conditions are as expected. Should conditions be revealed during construction that differs from the anticipated subsurface profile, we will evaluate those conditions and provide alternative recommendations where appropriate. Field construction monitoring and observation services should be considered an extension of this initial geotechnical evaluation, and are essential to the determination of compliance with the project drawings and specifications. Such activities would include site clearing and grading, subsurface drainage, soil bearing verification and fill placement and compaction. Gary A. Flowers, PLLC. 19532 12' Avenue NE Shoreline, Washington 98155-1106 206-417-7640 Choix/Ochoa Property Geological/Geotechnical Services Report 4004 South 152°d Street, Tukwila, Washington Our findings and recommendations provided in this report were prepared in accordance with generally accepted principles of engineering geology and geotechnical engineering as practiced in the Puget Sound area at the time this report was submitted. We make no other warranty, either express or implied. Sincerely, Leo Washy' o P ased GCO— .0 16 1 o a Gary A. Flowers ASS/ONAt- Gary A. Flowers, P.G., P.E.G. Principal Engineering Geologist Attachments: Site & Exploration Plan Exploration Logs a 4 A, Flowers Robert M. Pride, P.E. Geotechnical Engineer Gary A. Flowers, PLLC. 19532 12" Avenue NE Shoreline, Washington 98155-1106 206-417-7640 Op v ssnuu 'RF""I >w�� wwa�B 91&GUSZO I ZIOBSv p.)II!a 3SA-Id901 kif SHON WHO9 N011MOINI 311S 9� Ia Sp„ZSt,p,,,S Zooy ppy)O p!pp+Uv wm�laoa�zfimde LLt967M-WGLIS7I1 MI ZO91 )11'suo4njoS fiugapouoa a)tmAH SU£I/9 'P?Pgi Sum ,ivawun, F)—I"°it Lp *1 auud�q ,<m:� > --- nr v tl SUOZ/O'"I'I� Io alro !W "4°N W°4s -PB 'P S B P Ws �, H" ) 3Im s9�Is � aW, o, N f'�. a i 7 V' 3 nr J (� /z � � a 64,E O mP- z ww --w a 0o J FN QJ W j OOP ��$� ryZ-�Uf 0 =� �K. D O W}!�,tUa�Zw VA F. 3i 3i U W W *CQ Q__nmvmoro_�ymvmm0—,vm x ,11 ��Q Q,QQ gQQ44 N J, J,NNN V V UU Choix/Ochoa Property 4004 South 152"d Street, Tukwila, Washington Geological/Geotechnical Assessment EXPLORATION PIT LOGS 4004 SOUTH 152n1 STREET TUKWILA, WASHINGTON EP-1 Near NW Corner of Property 0.0'— 0.7' Dirty crushed rock and recycled concrete 0.7' — 2.0' Soft, very moist, dark brown, sandy SILT to SILT with some sand (disturbed ground) 2.0' — 6.1Medium dense, becoming dense below 4', wet, grey, silty SAND with gravel T.D. @ 6.1 feet on 11-5-15. Initial small ground water seep at 2 foot depth in NW corner of pit. After 30 minutes sidewalls of excavation were seeping ground water everywhere. Caving below 3 feet due to hydrostatic pressure in soil. EP-2 Near West Center of Property 0.0' — 0.5' Dirty crushed rock and recycled concrete 0.5' — 3.0' Soft, very moist, dark brown, sandy SILT to SILT with some sand — large piece of old stump (disturbed ground) 3.0' — 10.0' Medium dense, becoming dense below 5', wet, grey, silty SAND with gravel T.D. @ 1.0.0 feet on 11-5-15. Multiple ground water seeps from 3 feet to 10 feet. EP-2 Near SW Corner of Property 0.0' — 0.4' Dirty crushed rock and recycled concrete 0.4' — 2.5' Medium dense, very moist, reddish -brown, sandy SILT with gravel (weathered till) 2.5' — 4.5' Medium dense, becoming dense below 3 % wet, grey, silty SAND with gravel T.D. @ 4.5 feet on 11-5-15. Multiple ground water seeps from 2.5 feet to 4.5 feet. Very minor sloughing below 2.5 feet due to hydrostatic pressure in soil. FINIS Gary A. Flowers, PLLC. 19532 12' Avenue NE Shoreline, Washington 98155-1106 206417-7640 J� APPRO (MATE r �\ WORK/C EARING I LIMITS=O. 5ACRES � � 61 I o I 20 PRO ERTY LINE 80.75' S 88' ' " E APPROXIMATE LOCATION OF 1 30I SILT FENCE ACTUAL LOCATION ( - I I W I TO BE DETERINED IN FIELD AS CONSTRUCTION PROGGESSES -10 1 0 REVIEWED FOR 1 I I PROPOSED \ o I CODE COMPLIANCE TAX PARCEL ID: 004100-0632 I "' I ���# DR GRAVELV WAY I \ N REMOVE EX APPROVED 6,635 SF LOT SIZE I o I I CHAIN LINK FEB 2 6 2016 NOTE: 2382.5 SF BUILD AREA I �, Q I I � I FENCE CONNECT ROOF z I 20' EXIST PROPOSED MAIN FLR: 1,384 SF ( DRAINS ITO EXIST �► I ASPHALT CATCH 6ASIN \ I City of Tukwila PROPOSED UPPER FLR: 1.844 SF I �� PROPOSIED \ DRIVEWAY PROPOSED LIVING AREA 3,228 SF I I \ I BUIL I ION RESIDE=NPE F \ a I FFE+294\0f N W I W RIM=294.01 , MAIN FLOOR AREA 1,384 SF. I IE=293.08 -�---- GARAGE AREA 426 SF I 10 \ a \ I� PORCH 50 SF. I' 29LF 6 PVC I \ 30 \ I TOTAL FOOT PRINT AREA 1,870 SF. I @ SL=2%J 1 - - - - - o EX. CH IN - 1 \ 1 \ I LINK FECE II �SSGjT1 Ar � I 1 \ I CONSTRUCTION jON L I \ \ I \ o o ENTRANCE = _ \ \ \ "O PROPER LINE 75'�j l- _ o o�- --- E-----L------ \ N EXIST TREE \ W M \ EX. SSEW - - - - ��152nd STRE T _ (T ') - - - \SOT ' - _ - I I Ij EX. CATCH \\\ AP OX. \--1 W.M-REfAI� - - - - - � - - - - - - BASIN (TYP) I RECEIVED \I STOCKP E I 1 RIGHT CITY OF TUKWILA LOCATION (TY I W.M LdT 2 1 1 \ �M UNDERGROUND GAS -� i II FIRE II I 1 FEB 2 3 '2016 SINNE TO LOT 2 (NEEDS l I CORR� TON �10�BE RELOCATED TO \ 1\ HYDRANT I� L7R# PERMIT CENTER OTILITY EASEMENT \ SKETCH NO: SK-1 SCALE: PROJECT NAME: PROJECT NO: BY: DATE: 1 " = 20' OCHOA RESIDENCE 16-033 CJM 2/17/16 DEVELOPMENT SITE PLAN: ENGINEERING, PLLC SITE PLAN N Know wharsbelow. 821 Dock STREET, SUITE 207 4002 S 152ND STREET PHONE: (253) 228-0513 TUKWILA, WA Call before you dig. W W.DE—CIVILCOM MAIL TO: PO Box 44 TACOMA, WA 9801 0 0 0632 February 23, 2016 City of TUKWILA, Department & Community Development RECEIVED Subject: Plan Review Comments for Correction Letter CITY OF TUKWILA COMBOSFR Permit Application # D15-0302 Ochoa Residence FEB 2 3 2016 Address: 4004 S 152"d Street Reviewer: Allen Johannessen at 206-433-7163, Plans Examiner PERMIT CENTER The following is in response to the Building and Planning Departments items on the plan review comments for Permit Application # D15-0302 from letter dated December 23, 2015 noted on the plans as REVISION 1 PLAN SUBMITTALS: (Min. size 1 1x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) All Plans are 24X36 sheet size except for Civil SK-1 which is 11X17. (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" to be stamped and signed. [Electronic copies shall not be approved.] (WAC 196-23-010 & 196-23-020) All engineering plan copies are wet stamped and dated as required. (BUILDING REVIEW NOTES) 1. All plan sheets, front page of engineer's calculations and documents produced by an architect or engineer shall be provided with original wet stamp and original signature on those sheets. Provide new sheets and or documents with wet stamps and signatures. Electronic copies shall not be approved. (See General Note above) All engineering plan copies are wet stamped dated as required. 2. Engineers S-1 sheet text is not legible. Provide new sheet mat is legible with wet stamp and signature. 3. The site plan is not consistent with the floor plan showing the fireplace where it would extend into the required minimum 5 foot setback. Minimum of 5 foot setback shall be required for fire access around the building. Also fire access to the second floor bedroom window will not comply for emergency rescue. Revise floor plan for consistency and show the fireplace relocated and bedroom window accessible to the fire department for emergency rescue ("Landscape a flat, 12-foot deep by 4-foot wide area below each required rescue window"). (2012 IFC 504.1 & TMC 1616.070 #13.) Sheets 1/A-1 The fire place has been revised to be inside and vent out. 1/A-2 Upper Floor Plan reflects the new bedroom window complying for emergency rescue. 4. The firewall proposed on the side shall not meet code mostly due to the openings on that wall on both floors. Revise plan or provide notes to qualify all elements and openings shall meet code for one hour construction. If a firewall is proposed, provide the listing and details for that wall design and what its purpose is. If the building is not less than 5 feet from the property line, a firewall shall not be required. (I RC TABLE R302.1(1) 8?. TABLE R30Z.1(2) "Penetrations") :ORRECT*N Advance Remodeling Solutions LLC. T R # 1802 NW 201ST SHORELINE, WA 98177 (206) 427-3525 apdi92@outlook.com D1410 On 1/A-0 Site plans we have moved the house to be 8'-0" away from side the property line thus a firewall shall not be required. 5. Sheets A-6 & A-7 elevation sections specify R-39 for attic insulation. Revise to specify currant energy code R-49 consistent with General Notes and plan notes. See revised sheets A-6 & A-7 for revised insulation call out to R-49 Rev. 1 6300 South center Boulevard Suite #100 O Tukwila Washington 98188 0 Phone 206-431-3670 O Fax 206-431-3665 6. General Notes section "VIAQ" refers to outdated IRC and Washington State Energy codes. "Ventilation and Indoor Air Quality codes" are no longer in affect and are now incorporated into the 2012 WSEC residential section and IRC SECTION M1507 with Washington State Amendments. Revise and update these and any other codes outdated to current building and energy codes. See revised sheets A-0.1 for revised note Rev. 1 7. Show on the plan Smoke detectors in the bedrooms and Smoke detectors with Carbon Monoxide (CO) detectors located outside of each separate sleeping area in the immediate vicinity of the bedrooms. (R314.1 & R3151) See revised 1/A-2 Upper Floor Plan for Smoke detectors in the bedrooms and Carbon Monoxide (CO) detectors. 8. Provide a detail with dimensions or show dimensions on existing details for the crawl space to show wood joists no closer than 18 inches or wood girders no closer than 12 inches to the exposed ground or crawl space floor. (IRC R317.1 #1) See Revised House Sections Sheets A&B/A-6 and A&B/A-7 9. The section detail A on sheet A-6 and A-1 floor plan show key reference to section detail I could not find of the stairway on "#2 A-1". Please clarify or provide that detail with stairway minimum code dimensions and specifications for that stairway. (IRC R31 1.7) See Detail 2/A-1 for typical Stair Detail. 10. Also on sheet A-1 shows a key reference "#3 A-1 ". I could not find that detail. Review all key references for consistency and provide any missing details. This detail was omitted it is also the same as 106/S-4. 11. Door schedules numbering are not consistent with doors on the plan view. Also sizes are not called out in feet and inches. Revise the door schedule consistent with doors on the plan. Include U-values, door types etc. Also provide a window schedule on the plans showing window types, key referenced to floor plans, U values, specifying those windows required to have safety glazing and egress windows etc. See Revised Door & Windows Schedules Sheets A-1 & A-2 12. On the site plan, provide a plan detail that shows a footing drain or a crawl space water discharge system. The detail shall specify dimensions for a discharge trench or where the discharge pipe shall terminate to an approved discharge facility. Roof drains and footing drains shall tight line separately to a discharge system or facility. The intent is that groundwater will not accumulate in the crawl space. On footing drain detail, show gravel shall extend at least 1 foot beyond the outside edge of the footing and 6 inches above the top of the footing and covered with an approved filter membrane material. Perforated pipe shall be placed on a minimum of 2 inches of washed gravel or crushed rock at least on sieve size larger than perforation and covered with not less than 6 inches of the same materials. (IRC R4013, R405.1, R408.6) See Civil Engr SK-1 PLANNING DEPARTMENT: LAURA BENJAMIN at (206)433-7166 if you have questions regarding these comments. Advance Remodeling Solutions LLC. 1802 NW 201ST SHORELINE, WA 98177 (206) 427-3525 apdi92@outlook.com I Home must meet setback requirements as listed in TMC 18.10060. Setbacks for the LDR zone are as follows: Front: 20 feet; Front decks or porches: 15 feet; Sides: 5 feet; Rear 10 feet. As stated in TMC 18.06.740, "setbacks" mean the distance between that buildings or uses must be removed from their lot lines except that roof eaves may intrude a maximum of 24 inches into this area. A maximum 24-inch overhang may also be allowed for portions of a building (such as a bay window) if approved as pan of design review approval where the overhang provide modulation of the facade. See revised Site Plan w/ Revision 1 If you have any questions regarding this letter, please contact our office Regards Mic ael Valiente Project Manager. Advance Remodeling Solutions LLC. 1802 NW 201ST SHORELINE, WA 98177 (206) 427-3525 apdi92@outlook.com City of Tukwila Department of Community Development December 23, 2015 MICHAEL VALIENTE 1802 NW 201 ST ST SHORELINE, WA 98177 RE: Correction Letter # 1 COMBOSFR Permit Application Number D15-0302 OCHOA RESIDENCE - 4004 S 152ND ST Dear MICHAEL VALIENTE, 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 2406; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" to be stamped and signed. [Electronic copies shall not be approved.] (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. All plan sheets, front page of engineer's calculations and documents produced by an architect or engineer shall be provided with original wet stamp and original signature on those sheets. Provide new sheets and/or documents with wet stamps and signatures. Electronic copies shall not be approved. (See General Note above) 2. Engineer's S-1 sheet text is not legible. Provide new sheet that is legible with wet stamp and signature. 3. The site plan is not consistent with the floor plan showing the fireplace where it would extend into the required minimum 5 foot setback. Minimum of 5 foot setback shall be required for fire access around the building. Also fire access to the second floor bedroom window will not comply for emergency rescue. Revise floor plan for consistency and show the fireplace relocated and bedroom window accessible to the fire department for emergency rescue ("Landscape a flat, 12-foot deep by 4-foot wide area below each required rescue window"). (2012 IFC 504.1 & TMC 16.16.070 #B.) 4. The firewall proposed on the side shall not meet code mostly due to the openings on that wall on both floors. Revise plan or provide notes to qualify all elements and openings shall meet code for one hour construction. If a firewall is proposed, provide the listing and details for that wall design and what its purpose is. If the building is not less than 5 feet from the property line, a firewall shall not be required. (IRC TABLE R302.1(1) & TABLE R302.1(2) "Penetrations") 5. Sheets A-6 & A-7 elevation sections specify R-39 for attic insulation. Revise to specify currant energy code R- 49 consistent with General Notes and plan notes. 6.300 Southrenter Rnulevnrd .Suite #lnn • Tukwiln Wnchinvtnn 9RIRR • Phnnn ?06-431-3670 • Fnr Nn6-4?1-4AAIs 6. General Notes section "VIAQ" refers to outdated IRC and Washington State Energy codes. "Ventilation and Indoor Air Quality codes" are no longer in affect and are now incorporated into the 2012 WSEC residential section and IRC SECTION M1507 with Washington State Amendments. Revise and update these and any other codes outdated to current building and energy codes. 7. Show on the plan Smoke detectors in the bedrooms and Smoke detectors with Carbon Monoxide (CO) detectors located outside of each separate sleeping area in the immediate vicinity of the bedrooms. (R314.1 & R315.1) 8. Provide a detail with dimensions or show dimensions on existing details for the crawl space to show wood joists no closer than 18 inches or wood girders no closer than 12 inches to the exposed ground or crawl space floor. (IRC R317.1 #1) 9. The section detail A on sheet A-6 and A-1 floor plan show key reference to section detail I could not find of the stairway on "#2 A- I". Please clarify or provide that detail with stairway minimum code dimensions and specifications for that stairway. (IRC R311.7) 10. Also on sheet A-1 shows a key reference "#3 A-1". I could not find that detail. Review all key references for consistency and provide any missing details. 11. Door schedules numbering are not consistent with doors on the plan view. Also sizes are not called out in feet and inches. Revise the door schedule consistent with doors on the plan. Include U-values, door types etc. Also provide a window schedule on the plans showing window types, key referenced to floor plans, U-values, specifying those windows required to have safety glazing and egress windows etc. 12. On the site plan, provide a plan detail that shows a footing drain or a crawl space water -discharge system. The detail shall specify dimensions for a discharge trench or where the discharge pipe shall terminate to an approved discharge facility. Roof drains and footing drains shall tight line separately to a discharge system or facility. The intent is that groundwater will not accumulate in the crawl space. On footing drain detail, show gravel shall extend at least 1 foot beyond the outside edge of the footing and 6 inches above the top of the footing and covered with an approved filter membrane material. Perforated pipe shall be placed on a minimum of 2 inches of washed gravel or crushed rock at least on sieve size larger than perforation and covered with not less than 6 inches of the same materials. (IRC R401.3, R405.1, R408.6) PLANNING DEPARTMENT: LAURA BENJAMIN at (206)433-7166 if you have questions regarding these comments. • Home must meet setback requirements as listed in TMC 18.10.060. Setbacks for the LDR zone are as follows: Front: 20 feet; Front decks or porches: 15 feet; Sides: 5 feet; Rear 10 feet. As stated in TMC 18.06.740, "setbacks" mean the distance between that buildings or uses must be removed from their lot lines except that roof eaves may intrude a maximum of 24 inches into this area. A maximum 24-inch overhang may also be allowed for portions of a building (such as a bay window) if approved as part of design review approval where the overhang provide modulation of the facade. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that three 3 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, Bill Rambo Permit Technician File No. D15-0302 6100 SowhrPntnr R0//1PAY7rd SuitO #lnn • Tulrwiln Wnchinotnn 9R1RR a Phnno ?06_4al_a67n a Fnv ?ERNNIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0302 DATE: 02/24/16 PROJECT NAME: OCHOA RESIDENCE SITE ADDRESS: 4004 S 152ND ST Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Building Division �1 Fire Prevention ❑ Planning Division Public Works ❑ Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 02/25/16 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03/25/16 Approved ❑ Approved with Conditions ❑ Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0302 DATE: 12/04/15 PROJECT NAME: OCHOA RESIDENCE SITE ADDRESS: 4004 S 152 ST X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: )0 ate- 01 AK AWC ������ �-� (0Von Building Division Fire Prevention Planning Division C, 1I--�->--E 5` u he Works Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 12/08/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 01/05/16 Approved ❑ Approved with Conditions ❑ Corrections Required Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED:--�� Departments issued corrections: Bldg Fire ❑ Pingd,*' PW ❑ Staff Initials: k9-- 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: 2 2- 3 Plan Check/Permit Number: P/ 15- 03,0 2 Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # 4 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: UC t+DA n6'� . Project Address: 44:24 5. / 52 N-V--) ST _ Contact Person: /41GVra1(L \4kL l 6 IJ"CF— Phone Number: ¢27 -3 G2 Summary of Revision: IOOAI SC -P 654fZ�TI JN Y AIT-P 121231 15" RECEIVED CITY OF TUKWILA FEB 2 3 2096 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on 3460 S 148th Suite 100 Seattle, WA 98768 `ElWE 1�Y' Phone: (206) 242-3236 Fax: (206) 242-1527 CERTIFICATE OF SEWER AVAILABILITY / NON AVAILABILITY Residential. $ 50.00 Commercial. $100.00 Certificate of Sewer Availability OR C Certificate of Sewer Non -Availability Part A: (To Be Completed By Applicant) Purpose of Certificate: bBuilding Permit ❑ Preliminary Plat or PUD Short Division ❑ Rezone ❑ Other Proposed Use: ❑ Commercial Z Residential Single Family ❑ Residential Multi -Family [:]Other Applicant's Name MAOIA 0cOTAc Phone Number Property Address 4C62. �, 11;52 gulp rg— 8s;Tax Lot NumberlfD¢(60yw;5 Legal Description (Attach Map and legal Description if Necessary); kIPW tkofAZ,TP�5 �� �DOI.aT TYKw �� L14' Z Z.Ic c�(o3ocrx� Z ✓Pd? PAf G&T r_Gs;Pit 67gDOl r4G * "74111DI*gg3 6011NG pqZ i-DT51 Vill V+225j) Part B: (To be Completed by Sewer Agency 1 a. A Sewer Service will be provided by side sewer connection only to an existing size sewer F7o feet from the site and the sewer system has the capacity to serve the proposed ,use. OR ❑ b. Sewer service will require an improvement to the sewer system of: �.@ ` `Of.. ! U A j! A El (1) feet of sewer trunk or lateral to reach the site; and/or DEC 1 41 2015 ❑ (2) The construction of a collection system on the site and/or PERM11. my ❑ (3) Other (describe) i !T� 2. Must be completed if 1. b above is checked a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR b. The sewer system improvement will require a sewer comprehensive amendment. 3. a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District. OR (; a. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following; Permit $ a. District Connection Charges due prior to connection: GFC: $1 H,o 33, a' SFC: $ 1 Unit: $1 Total $1 LI 13 3 00 (Subect to Change on January 1 st) harge, SWSSD or Midway Sewer District Connection Either a King C"ZMETRO ;nect4ion'to Charge may be due up sewers. b. Easements: [j Required nWay be Required c. Other _77- 1 hereby certify that the above sewer agency information is true. This certification shall be valid for one year ,(� from the date of signature. D15-�"� By Title �ss, Win.} �ano� Date !2 - 2 -1 ATTACHMENT TO VALLEY VIEW SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY/NON-AVAILABILITY The following terms and conditions apply to the attached Valley View Sewer District ("District") Certificate of Sewer Availability/Non Availability ("Certificate") 1. This certificate is valid only for the real property referenced herein ("Property") which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and/or City of SeaTac. This certificate is between the District and the applicant only and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of Seatac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and/or regulations in effect at the time of such application. I acknowledge that I have received the Certificate of Sewer Availability/Non -Availability and this attachment, and fully understand the terms and conditions herein. Applicant's signature iDate"_ , Reset Fo I Print Form City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: hqp://www.TukwilaWA.Rov Part A: To be completed: by applicant': Site address (attach map and legal description showing hydrant location and size of main): 4002 5. l�2���CgSlgn CERTIFICATE OF WATER AVAILABILITY PERMIT NO.: D L 5 - D -s p Owner Information Agent/Contact Person ' Name: / 4 rol(A pC ��}. Name: Address: L 2 L — 4o Address: 1 8� �� Phone: Zo,6 o gS °� a0 5f3 Phone: 2-or. �5 This certificate is for the purposes of. Residential Building Permit . ❑ Commercial/Industrial Building Permit ❑ Preliminary Plat ❑ Rezone ❑ Short Subdivision ❑ Other Estimated number of service connections and water meter size(s): l Vehicular distance from nearest hydrant to the closest point of structure is 50 Pf- ft. Area is served by (Water Utility District): i� 12a Agent Part B: To be completed by water utility district 1. The proposed project is within _ 2. Q No improvements required. fb 1, Date —7 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: (Use separate sheet if more room is needed) 4. Based upon the improvements listed above, water caq be provided and will be available at the site with a flow oil., %50-- gpm at 20 psi residual for a duration of 2 hours at a velocity of _ fps as documented by the attached calculations. 5. Waler availability: "IT y ,T• T i 1 a I LA Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in Item B-2 are met. DEC 1 4 2015 ❑ System is not capable of providing service to this project. PER^AIT CENTER I hereby certify that the above information is true and correct. me,<= NW WMR i=sr� A 12-5 - .41"L &��l 12 - L-1 0 LS Agency/Phone . 9 5 L47 By 0Date ExVfgE5 (2• Li •��� This certificate is not valid without Water District 125's attachment entitled "Attachment to Certificate of Water Availability" 54 Short H:Wpplications\Forms-Applications On Line12011-05 Water Availability.doc on or Install. Revised: May 2011 Attachment to Certificate of Water Availability The following terms and conditions apply to the attached Certificate of Availability ("Certificate") This Certificate of Water Availability is valid only for the real property referenced herein for the sole purpose of submission to the. City of Tukwila ("City"). This Certificate is issued at the request of the City and is not assignable or transferable to any other party. Further, no third person or party shall have any rights hereunder whether by agency or as a third party beneficiary or otherwise. 2. The District makes no representations, expressed or implied, the applicant will be able to obtain the necessary permits, approvals and authorization from the City or any other applicable land use jurisdiction or governmental agency necessary before applicant can utilize the utility service which is the subject of this Certificate, _ . 3. As of the date of the issuance of this Certificate, the District has water .available to provide utility service to the real property which is the subject of this Certificate, and the utility systems exist or may be extended by the applicant to provide service to such property. However, the issuance of this Certificate creates no contractual relationship between the District and the applicant or the City, and the issuance of this Certificate may not be relied upon and does not constitute the District's guarantee that water utility service will be available to the real property at the time the applicant may apply to the District for such service. 4. Application for and the possible provision of District utility service to the real property which is the subject of this Certificate shall be subject to l`-=+� .='e�4,!a and conditioned upon the availability of water service to the real C4'*I t r?I7 _J"`; :A'it A property at the time of such application, as well as all application for utility service, including conservation, water restrictions, and other DEC 14 2015 policies and regulation then in effect. PERMIT CENTER Applicant's Signature G Date !2 District Representative Date j D 1 1!5� - 10920� Department of Natural Resources and Pe- - Wastewater Treatment Division King County Residential Sewer Use Certification Sewage Treatment Capacity Charge • To be completed for all new sewer connections, re- connections, or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type 4.002. s. 15ZN� ST. Property Street Address -(In.V,wfc.PC U11a 115�8$ City State ZIP A4 A-Y?,I pf f,Y�WOA Owner's Name 0 4-21 W-I ST Owner's Mailing Address ir�11)g Uli gt5p y a _ City State ZIP Uto g4-0 ?�5'4cb Owner's Phone Number (with Area Code) Property Contact Phone Number (with Area Code) Party to be Billed (if different than Owner): M Ale- I A oc,"P\ Name 'rvf'M f�- A-S h✓,tiv Street Address City State ZIP Residential Customer Please check appropriate box: Equivalent (RCE) Single-family (free standing, detached only) 1.0 Multi -Family (any shared walls): ❑ Duplex (0.8 RCE per unit) 1.6 ❑ 3-Plex (0.8 RCE per unit) 2.4 ❑ 4-Plex (0.8 RCE per unit) 3.2 ❑ 5 or more (0.64 RCE per unit) No. of Units x 0.64 = ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = For King Cour lse Only Account # No. of Monthly Rate 1---ni I 5ft,�_ — n ?-,o 4 Sewer District / Agency Contact & Phone Number Date of Sewer Connection Side Sewer Permit Number 00 4100 06P 3 2 Required: Property Tax Parcel Number IMAMS kN115, TO1 , Subdivision Name Subdivision Number 1 4 Lot Number Block Number RECEIVED Building Name CITY OF TUKWILA DEC 0 4 2015 Please report any demolitions oMR><iAAp building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre-existing building? ❑ Yes KNo Was building on Sanitary Sewer? []Yes ;KNo Was Sewer connected before 2/1/90? ❑ Yes �No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes ;&No If Multi -family, will units be sold individually? ❑ Yes ❑ No If yes, will this property have a Homeowner's Association? ❑ Yes ;uo Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the Metropolitan King County Council as a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at 206-684-1060. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner/Representative Date /2-141 Print Name of Owner/Representative M lc C 1057 (Rev. 4/11) White - King County Yellow - Local Sewer Agency Pink - Sewer Customer CITY OF TUKWILA Permit Center/Building Division 206 431-3670 • Department of Community Development Public Works Department • 63oo Southcenter Boulevard, Tukwila, WA 98188 2o6 433-0179 Telephone: (2o6) 431-367o FAX (2o6) 431-3665 Planning Division ..: 2o6 431-3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION PERMIT NO:�D) 5— v 3 0 STATE OF WASHINGTON) ) ss. COUNTY OF KING ) �n:6n to r I�,�� l �l OCkbca , states as follows: [please print name] 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.ogo applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number LZ, and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. O r/Owner's Agent* LAURIE A. WERLE Signed and sworn to before me this NOTARY PUBLIC /r STATE Of WASHINGTON ay of , 20 f �. COMMISSION EXPIRES MAY 29. 2018 sum M, OT RY PUBLIC in and for the State of Washington Residing at KL4 , County / Name as commissioned: ,`tiZ,,-c/l�`r`� My commission expires: a�� / 18.27.090 Exemptions. The registration provisions of this chapter do not apply to: 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.7o RCW who shall warranty service and repairs under chapter 46.7o RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; io. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner* who contracts for a project with a registered .contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile/manufactured home dealer or manufacturer who subcontracts the installation, set-up, or repair work to actively registered contractors. This exemption only applies to the installation, set-up, or repair of the mobile/manufactured homes that were manufactured or sold by the mobile/manufactured home dealer or manufacturer; 18. An entity who holds a valid electrical contractor's license under,chapter r9.28 RCW''that employs a certified journeyman electrician, a certified residential specialty electrician, or an electrical trainee meeting the requirements of chapter 19.28 RCW to perform plumbing work that is incidentally, directly, and immediately appropriate to the like -in -kind replacement of a household appliance or other small household utilization equipment that requires limited electric power and limited waste and/or water connections. An electrical trainee must be supervised by a certified electrician while performing plumbing work. * Per Washington State Department of labor and Industries lessee has been interpreted to be equivalent to owner for purposes of exemptions. WALLS TO BE REMOVED ---------------- EXI5TING WALLS INTERIOR 2X4 5TUD W4LL5 PER PLAN5 SITE ADDRESS 4002 E 152nd STREET OWNER ANTONIO 4 MARIA OCHOA EXTERIOR 2X(b 5TU12 WALL IN/ R 21 INSULATION STRUCTURAL ENGINEERS: C)Z. Engineering 5HEARWALL PER 5TR1)C11)RAL 5HEAF:W4LL 50HEOULE 3121 141th Place 5E Mill Creek, WA 136012 T. 425 330-41-1(o Email. clshTnQengineer com GENERAL CONTRACTOR: OWNER Mh 1 DETAIL NUMBER 1 SHEET NUMBER ELEVATION NUMBER SECTION NUMBEF SHEET NUMBER 0 G.M.A HDR (2) 2X8 SHEET I NIX DETAIL INDICATOR ELEVATION INDICATOR VENT FAN TO OU1 EIG6IdR4Q QF, IN BATH AND LAUNDRY. TYP. SMOKE DETECTOR 110 V HARD WIRED AND W/ BATTERY BACK UP CARBON MONOXIDE 4 SMOKE ALARM COMBO 110 V HARD WIRED W/ BATTERY BACK UP HEADER PER STRUCTURAL PROPERTY LINE CONTROL POINT COUNTOUR LINE CONTOUR LINES ARE FROM KING COUNTY RECORDS. SCOPE OF WORK: NEW RESIDENCE ZONING: LDR OCCUPANCY: R3 CONSTRUCTION TYPE: VB TAX PARCEL ID: 004100-0632 LEGAL DESCRIPTION: ADAMS HOME TRS IST ADD LOT 1 TUKWILA SP OL14-0011 RECO 20150610900002 SD DAF- LOT I KC SP %19001 REGO 1911090993 BEING FOR LOTS 21 4 22 SD BLK 4 LOT 1 OF KING COUNTY SHORT PLAT No. 619001 AS RECORDED UNDER KING COUNT' RECORDING NUMBER 191109993 EXCEPT THE NORTH WBO FEET AS MEASURE ALONE THE EAST LINE THEREOF_ SUBJECT TO AND UTILITIES AND MAINTENANCE AGREEMENT AS RECORDED UNDER h COUNTY RECORDING NUMBER 201506030012581 ALSO SUBJECT TO AND TOGETHER WITH A 10' UTILITY EASEMENT AND MAINTENANCE AGREEMENT AS RECORDED UNDER KING COUNTY RECORDING NUMBER 20150603001258. CONTAINS 6,635 SF_ SITE UTILITIES: NO WORK ON EXISTING SEWER, WATER POWER PHONE AND CABLE. EXISTING AREA CALCULATIONS SITE AREA: 6 fo35 SF PROPOSED HOUSE: PROPOSED MAIN FLR: 1,384 SF PROPOSED UPPER FLR: 1,844 SF PROPOSED LIVING AREA 3228 SF MAIN FLOOR AREA 1,384 5F. GARAGE AREA 426 5F PORCH 50 5F. TOTAL FOOT PRINT AREA IXO 5F. IMPERVIOUS SURFACES PROPOSED IMPERVIOUS SURFACES EX. 20' ASPHALT DRIVEWAY EASEMENT 1,165 SF 1,165 SF MAXIMUM COVERAGE 1200 SF EX. PROPOSED COVERAGE: 1,165 SF OR 10% WHICH EVER IS LARGER FRONT SETBACK 20' REAR SETBACK 16' SIDE SETBACKS 5' MIN. EACH 51DE MAXIMUM HEIGHT 30' PARKING 4 LLA 5U V Y LLA 5URV "' .2 A®O COVER 5HET, 5ITr= PLAN5 A-01 GENERAL NOTE5 SK-1 G VIL PLAN A®I N A I N FLOOR PLAN POOR 5GH DUL A®.2 UPPER FLOOR PLAN A-5 ROOF PLAN A-4 EXTERIOR ELEVATION5 A-5 EXTERIOR EL \/ATION5 A-(o SU I LEI NG SGTION5 A-1 5U LDING 5GTION5 5-1 STRUCTURAL GENERAL NOTE5 5-2 FOUNDATION $ MAIN FLOOR �RAM I NG PLAN 5®5 UPPER FLOOR FRAMING $ LOIN ROOF FRAMING PLAN ROOF SRAM I NG PLAN 5®4 5ECTION5 5®5 5CTION5 _REVISIONS �4 changes sh h' ,� of VIM( wtthcµt Pa or �� to the ccdpe Tu!:a,Jilll Building `pprow:gof anj r�� <Y ir, .:tt�e �, " c �. �! n �t.►trrrmittar SETARN E 1Z0UD oo-►. Q Mocnanical xElcctrical ❑ Plumbing ❑ Gas Piping Ciiy cf Tukwila I5 n,'VISION 511E PLAN 111 = 101 -011 FILE .:x, Pe rm, -it No. -Tk. oql Plan roview approvai is subject to errors and Approval of consiror;don dr<)cLl marts dof.-,n n1 a utho?i--a the violation of tiny adopted codo or ordinance. of approved ► ield Copy and conditions i:; acknoixiod;;od: a LI Date: ±Lht6!-:: City Of Tul-wila APPROVED BUILDING DIVISION! 494L 2016 CRY of Tukwila PUBLIC Works lf>khy REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 6 2016 AA City of TuUla BUILDING DIVISION CORRECT4ON LTR#---l_ RECEIVED CITY OF TUKWILA FEB 2 3 2016 PEHMIT CENTER kn z T..0 O v �-A _ � c 0 0 OP > •,_ > IL O G 0 �n v m� N� SA LE _ o -� es LLn _ M N �o v -a o o -4- I %.^ c� c c a �- CV � � L `'^ w 00 �- c CA o• v rn v •CE -O c e� 00 -a c -,_ �i- cr m ' Y =D �- v rn __ c� c C L7 v1 1— ZE: O Z � O a %.00N v-N km a) a O � 00 00 -� -0 00 00 3 C� c,4 Q 06 z O LO 00 � �_ CD i U) N o~ 'o a �I �► ti C O o0 E NLo U 0 CM O O ~ N O U O @ O Cl) o cu z V N O 00 "cE GONSP14L. NOTES 1. ALL CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING CODES LATEST EDITIONS: 2, INTERNATIONAL RESIDENTIAL CODE 2012 EDITION, 3_ WASHINGTON STATE ENERGY CODE 2012 EDITION, 4, FREE BARRIER DESIGN, LATEST EDITION 5. GENERAL CONTRACTOR SHALL INSPECT 51TE AND VERIFY ALL CONDITIONS AND DIMENSIONS, BEFORE STARTING WORK NOTIFY OWNERS REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS. 6. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROPER COORDINATION OF WORK OF ALL TRADES AND TO INSURE THAT ALL WALLS, OPENINGS, LIGHTING, VENTS, GRILLE, CHASES, CONDUITS, AND PIPING ARE PROVIDED FOR LOCATED AND INSTALLED PROPERLY. 7. WHENEVER FEASIBLE, CONCEAL ALL ELECTRICAL AND MECHANICAL ITEMS IN NEW CONSTRUCTION, COORDINATE ALL EXPOSED ITEMS WITH OWNER 8. VERIFY DEPTH AND LOCATIONS OF EXISTING FRAMING PROVIDE ADDITIONAL BLOCKING AS REQUIRED. PATCH AND REPAIR WORK TO MATCH EXISTING ADJACENT SURFACES. PATCH ALL SURFACES DAMAGED OR DISFIGURED BY WORK UNDER THIS CONTRACTt INCLUDING HOLES LEFT BY THE REMOVAL OF EXISTING ITEMS OR EQUIPMENT, FINISH ALL EXPOSED SURFACES, 9, WHERE WALLS ARE NOTED TO BE BUILD, PATCH ALL ADJACENT SURFACES, INTERIOR AND EXTERIOR 10_ UNLE55 SPECIFICALLY NOTED OR INDICATED OTHERWISE ALL REMOVED OR SALVAGE MATERIAL AND ELEC_ CABINETS ARE PROPERTY OF OWNER ALL ELSE IS PROPERTY OF THE CONTRACTOR AND IS TO BE REMOVED FROM THE SITE ON A DAILY BASIS. 11. SEPARATE PERMIT REQUIRED FROM JURISDICTION : 12. ELECTRICAL, PLUMBING 4 MECHANICAL TO BE BIDDER DESIGN, 13, CONTRACTOR SHALL PROTECT FROM DUST, DIRT AND MOISTURE, EXISTING LIVING AREAS AND KEEP AREAS UNDER CONSTRUCTION CLEAR OF DIRT AND DEBRIS CAUSED BY DEMOLITION AND CONSTRUCTION. CONTRACTOR SHALL STORE CONSTRUCTION MATERIALS AND EQUIPMENT IN AREAS DESIGNATED BY THE OWNER 14_ ROOM FINISH SCHEDULE SHALL BE FURNISHED BY OWNER WITH COMPLETE SPECIFICATIONS FOR ALL INTERIOR AND EXTERIOR MATERIALS. HOWEVER IT SHALL BE BINDING TO THE EXTENT OF THIS CONTRACT. CONTRACTOR SHALL CHECK THE OWNER'S SCHEDULE AND SPECIFICATIONS FOR MATERIALS NOT COVERED BY THI5 DRAWINGS, 15. PROVIDE BLOCKING/BACKING FOR WALL HUNG CABINETS, FIXTURES, OR EQUIPMENT. 16. CONTRACTOR SHALL VISIT THE JOB SITE TO DETERMINE THE EXTENT OF THE DEMOLITION AND THE WORK SHALL BE INCLUDED AS PART OF THIS PROJECT, 11. COORDINATE WITH OWNER ALL OPERATIONS SUCH AS AREAS USED FOR MATERIALS STORAGE, ACCESS TO AND FROM WORK, SPECIAL CONDITIONS OF NOISY OPERATIONS, TIMING OF WORK, INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES AND RELOCATION OF EXISTING ITEMS, 18_ THIS DRAWINGS ARE AN INSTRUMENT OF SERVICE ONLY, THE COPYRIGHT TO THIS DRAWING BELONGS TO THE DESIGNER HRSLLC_ NO PERSON MAY USE THIS DRAWING FOR ANY PURPOSE OTHER THAN THE INTENDED ORIGINAL PURPOSE FOR THE ORIGINAL CLIENT, THI5 DRAWING MAY NOT BE REPRODUCED IN WHOLE OR IN PART, IN ANY MANNER, OR STORED IN ANY FORM FOR REPRODUCTION WITHOUT THE EXPRESS PERMISSION OF THE DESIGNER HRSLLC, 19. THIS DRAWINGS MAY CONTAIN MATERIAL WHICH WAS PROVIDED, FOR INFORMATION ONLY, TO THE DESIGNER BY THE CLIENT, THE DESIGNER ACCEPTS NC RESPONSIBILITY FOR THE ACCURACY OR THE COMPLETENESS OF THIS MATERIAL, IF VALUES IN THE DRAWINGS ARE FOUND TO BE CRITICAL TO THE SCOPE OF THE WORK, THEN THE USER IS ADVISED TO REFER BACK TO THE ORIGINAL MATERIALS IN THE HANDS OF THE CLIENT, 20. DO NOT SCALE DRAWINGS, CONTRACTOR SHOULD CHECKED ALL DIMENSIONS AGAINST FIELD VALUES AND/OR CHECKED WITH DESIGNER IF ANY DISCREPANCY IS FOUND, THEN IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM THE DESIGNER AND TO OBTAIN THE CORRECT VALUE PRIOR TO ACTING UPON ANYTHING CONTAINED IN THIS DRAWINGS, 21_ WHERE INSTALLATIONS INCLUDE MANUFACTURED PRODUCTS, COMPLY WITH THE MANUFACTURERS APPLICABLE INSTRUCTIONS AND RECOMMENDATIONS FOR INSTALLATION. VERIFY ROUGH IN DIMENSIONS FOR EQUIPMENT AND PROVIDE BUCK -OUTS, BACKING AND JACKS AS REQUIRED, 22. CONTRACTOR 15 RESPONSIBLE FOR MEANS AND METHODS, SAFETY OF WORKERS AND THE PUBLIC AND SUITABLE BARRIERS, SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, AND ANY OTHER MEANS TO SAFEGUARD LIFE, HEALTH AND SAFETY OF THE PUBLIC, AS MAY BE REQUIRED BY CODE OR BY COMMON SENSE AND STANDARD CONSTRUCTION PRACTICES_ INCLUDING OSHA AND WISHA AS APPLICABLE. 23. STRUCTURE TO BE ADEQUATELY BRACED FOR ALL FORCES UNTIL STRUCTURE 15 PERMANENTLY ATTACHED AND SHEATHED- 24. INSULATION TO CONFORM TO WAS14INGTON STATE ENERGY CODE PROVISIONS FROM RIGID FOAM BOARDS OR BATTS. FRAMING A. ALL GUARDRAILS TO BE 36" HIGH MINIMUM FROM FINISHED FLOOR LINE. OPENINGS IN RAILING ASSEMBLIES ARE TO EXCEED 4" IN ONE DIRECTION, GUARDRAILS TO WITHSTAND A HORIZONTAL FORCE OF 50 POUNDS PER LINEAL FOOT WHEN APPLIES AT A RIGHT ANGLE TO THE TOP RAILING. HANDRAILS TO BE BETWEEN I %" DIA_, AND 2"DIA,, WITH CLEARANCE OF 1 '/_" BETWEEN RAIL AND WALL SURFACE_ MOUNT BETWEEN 34" AND 38" OFF STAIR NOSING. B. UNLE55 NOTED OTHERWISE, THE DIMENSIONS ARE TO FACE OF STUDS, FACE OF FOUNDATION WALLS, CENTERLINE OF COLUMNS, CENTERLINE OF DOORS AND WINDOWS. WHEN EXTERIOR WALLS ARE DIMENSIONED AS 6", THE INCLUDE '/_" SHEATHING OVER 2X6 10 IV O.C. GLAZING 4 INSULATION I. EGRESS WINDOWS TO HAVE A MINIMUM NET CLEAR OPENING OF 5.7 5F.t MINIMUM HEIGHT: 24', MINIMUM WIDTH: 20', MAXIMUM SILL HEIGHT ABOVE FINISHED FLOOR: 44'. 2. ALL GLAZING WITHIN 24' OF A DOOR OR WITHIN 18' ABOVE FINISHED FLOOR AND AT PROXIMITY OF BATHTUB TO BE SAFETY GLASS, 3_ WINDOWS TO BE VINYL FRAMED, INSULATED AND WEATHER STRIPPED. ALL EXTERIOR JOINTS IN BUILDING ENVELOPE SHALL BE SEALED TO MINIMIZE AIR INFILTRATION. MAXIMUM U-VALUE BELOW_ 4, SQUARE FOOTAGE 15 CALCULATED USING THE REQUIREMENTS SET BY THE WASHINGTON STATE ENERGY CODE 2012. COMPLIANCE WITH CHAPTER 10 TABLE 6-1 PRESCRIPTIVE APPROACH, OPTION I CLIMATE ZONE 1 NEW AND EXISTING WINDOWS. 5, INSULATION AND GLAZING: 2012 IBC CEILINGS (FLAT): R-49 BATT AND/OR FOAM CEILING (SLOPE) R-38 BATT EXTERIOR WALLS ABOVE GRADE: R-21 BATT AND/OR RIGID BASEMENT R-10 RIGID INSULATION, ENERGY 4 VENTING NOTES 6. NEW 2ND FLOOR EXTERIOR WALLR-21 IN 2X6 STUD_ 7, ROOF INSULATION R-49 BATT OR BLOWN IN WITH INSULATION DAMS AT EACH RAFTER SPACE_ VENTILATE ATTIC AT 1 SF_ PER 100 SR OF ATTIC AREA. 8. INSULATE 22'X30' ATTIC ACCESS HATCH AND SEAL DOOR (EXISTING) 9, INSULATE ALL OUTLET AND SWITCH PLATES ON 'COLD WALLS' 10. PROVIDE FRESH AIR VENTILATION WHERE HOUSE FAN IN CEILING AT BATHROOM WITH 100 CFM CAPACITY. CONTROL WITH 24 HOUR TIMER 11. PROVIDE DIRECT VENT GAS WATER HEATER AND FURNACE OR EXTERNAL FRESH COMBUSTION AIR INTAKE AS REQUIRED BY EQUIPMENT MANUFACTURE_ VENTING NOTES A. ENCLOSED ATTICS AND RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF THE ROOF RAFTERS SHALL HAVE CR055 VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW, VENTILATING OPENINGS SHALL BE PROVIDED WITH CORRO51ON RESISTANT WIRE MESH, WITH 1/6" (32MM) TO V (6.4MM) OPENINGS, EXCEPT THAT THE AREA MAY BE 1/300 A OF EACH SPACE TOVENTILATED,E EP E RE 1/150 OF TH AREA OF THE ARE E P E BE B. THE TOTAL NET FREE VENTILATION AREA SHALL NOT BE LESS THANE RE OF THE ATTIC O LOCATED IN THE UPPER PORTION E R N AREA IS PROVIDED Y VENTILATORSL ED P PROVIDED At LEAST 40 PERCENT AND MOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING RE PR DED B WITH T ANC OF C MEASURED VERTICALLY, H HE BALANCE I O HIGHEST POINT OF THE SPACE, E RED VER RAFTER SPACE, UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET BELOW THE RIDGE R E P , THE REQUIRED VENTILATION PROVIDED BY SAVE OR COI@NICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. INSULATION. SEE CALCULATIONS IN THE DRAWINGS. C. WHERE VENTS OCCUR, BAFFLING OF THE VENT OPENING SHALL BE PROVIDED SO AS TO DEFLECT THE INCOMING AIR ABOVE THE SURFACE INSULATION SHALL NOT BLOCK THE FREE FLOW OF THE AIR A MINIMUM OF A 1 INCH (254MM) SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING AT THE LOCATION OF THE VENT, DOORS AND WINDOWS A_ DOORS AS SELECTED BY OWNER, BUT MUST MEET CODE, EGRESS, HARDWARE REQUIREMENTS AS PER BELOW: B. SEE FLOOR PLANS FOR SIZES, RATING AND REQUIRED U-VALUES SHALL BE PER PLAN AND AS SET FORTH ON THIS SHEET. ALL EXTERIOR DOORS, WINDOWS AND SKYLIGHTS SHALL BE NFRC CERTIFIED. C. ALL DRAWING UNITS SHALL HAVE DEAD -BOLTS THAT HAVE THUMB -TURN TO THE INSIDE_ DRYWALL FINISH A, PROVIDE %" GYPSUM WALL BOARD FOR NON -RATED A55EM15LIE5 AND 5/8" TYPE "X" GYPSUM WALL BOARD FOR 1-HOUR RATED A55EMBLIE5 WITH ALL EXPOSED JOINTS AND FASTENER HEAR SMOOTH AND FLUSH WITH SURFACE OF BOARD_ JOINTS TAPED AND PREPARED FOR APPLICATION OF FINISH. USE WATER-RESISTANT BOARD At ALL WET AREAS TO 40' AF.F. B. "RECOMMENDED SPECIFICATIONS FOR THE APPLICATION AND FINISHING OF GYPSUM BOARD," LATEST EDITION, AS PUBLISHED BY THE GYPSUM ASSOCIATION (ALSO PUBLISHED AS ANSI 91.1 AND "USING GYPSUM BOARD AND CEILINGS", LATEST EDITION), INSTALL FOR I HOUR FIRE RATING AS GOVERNED BY LOCAL CODES. C_ WHEN GYPSUM BOARD 1.5 USED AS A BASE FOR TILE OR WALL PANELS FOR TUB, SHOWER OR WATER CLOSET COMPARTMENT WALLS, WATER RESISTANT GYPSUM BACKING BOARD SHALL BE USED PER I.R.C. 2012_ CONTINUE NEXT GrENSRAL NOTES CONT. MECHANICAL A_ HVAC AND PLUMBING WORK SHALL BE PREFORMED IN A "BIDDER -DESIGN" MANNER THE CONTRACTOR SHALL SUBMIT SUCH SYSTEMS SEPERATELY FOR PERMIT_ 5.IT 15 THE CONTRACTORS RESPONSIBILITY TO DESIGN SYSTEMS THAT MEET ALL REQUIREMENTS AND CODES. CONTRACTORS SHALL SUBMIT DRAWINGS, PAY FOR, AND OBTAIN PERMIT AND PREFORM WORK IN A MANNER THAT MEETS OR EXCEEDS 7HE RECOGNIZED WORKMANSHIP STANDARDS FOR THE INDUSTRY, C_ ALL DRAWINGS ARE TO SUBMITTED FOR REVIEW AND APPROVAL TO THE OWNER BEFORE PREFORMING WORK WATER CONSERVATION NOTES A, SHOWERS TO BE EQUIPPED TO LIMIT WATER FLOE TO 2.5CFM. B. TOILETS TO DUEL FLUCH .8/16 GPF, C. LAVATORY FAUCETS TO BE SGPM FIREPLACE NOTES (SEE I.R.C. CHAPTER IO:PRE FAB METAL PER R1002. RI004, R1005) A. GAS FIREPLACE SHALL BE APPROVED BY THE BUILDING OFFICIAL AS APPLICABLE FOR SAFE USE OR COMPLY WITH APPLICABLE NATIONALLY RECOGNIZED STANDARDS AS EVIDENCED BY THE LISTING AND LABELING BY AN APPROVED AGENCY SUCH AS THE E.P.A. B.INSTRUCTION MANUALS FOR INSTALLATION, OPERATION, REPAIR AND MAINTENCE SHALL BE LEFT AND MATERALS SHALL BE AS SPECIFIED IN THE LISTING SPECIFICATIONS OF THE MANUFACTURER OR ON THE RATING PLACE PER I.M.C. STANDARDS. C. DIRECT VENT OUTLET FOR FIREPLACE SHALL BE V MINIMUM AWAY FROM OPERABLE WINDOWS, AND 10' MINIMUM AWAY FROM FRESH AIR INTAKES PER WSEC_ EXHAUST A. RANCE EXHAUST AND DRYERS: DOMESTIC KITCHEN RANGE VENTILATION AND DOMESTIC CLOTHIERS DRYERS SHALL BE OF METAL AND HAVE SMOOTH INTERIOR SURFACES. DUCTS SHALL BE AIRTIGHT AND SHALL COMPLY WITH THE PROVISIONS OF CHAPTER 13 OF THE IRO. EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING AND BE EQUIPPED WITH BACK DRAFT DAMPERS. B_MOISTURE EXHAUST DUCTS FOR DRYERS SHALL TERMINATE ON THE OUTSIDE OF THE BUILDING NO CLOSER THAN V-0" FROM ANY OPENING AND SHALL BE EQUIPPED WITH A BACK DRAFT DAMPER SCREENS SHALL NOT BE INSTALLED At THE DUCT TERMINATION. DUCTS FOR EXHAUSTING CLOTHERS DRYERS SHALL NOT BE CONNECTED OR INSTALLED WITH SHEET METAL SCREWS OR OTHER FASTENERS WHICH WILL EXTEND IN THE DUCT_ C_ EXHAUST DUCTS SHALL NOT EXCEED A TOTAL COMBINED HORIZONTAL AND VERTICAL LENGTH OF 25 FEET AND SHALL BE RESTRICTED 2'- 0 FOR EACH 45 DEGREE BEND AND 5'-0" FOR EACH 90 DEGREE BEND. D. SMOKE ALARM/DETECTORS PER IRC_ 3143,1 SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS - A, I. EACH SLEEPING ROOM 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS 3. ON EACH ADDITIONAL HABITABLE STORY OF THE DWELLING INCLUDING BASEMENTS. B_ ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT. THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WITH ACTIVATED ALL THE ALARMS IN THE INDIVIDUAL UNIT, THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED. ALL SMOKE ALARMS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THE I.RC, AND THE HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 12. PRIMARY POWER TO COME FROM THE HOUSE WIRING PER I RC. 2012 C. WAC 51-510315 INSULATION OF CARBON MONOXIDE ALARM OUTSIDE OF EACH SEPARATE SLEEPING AREA. THIS APPLIES TO EXISTING HOUSE REMODELS AND REPAIRS FIRE RESISTIVE REQUIREMENT NOTES A. CONSTRUCTION TYPE V-B INTERIOR AND EXTERIOR IRC 2012 TABLE 601 B_ BEARING WALLS AND NON -BEARING WALLS TO BE TYPE V-B CONSTRUCTION C. AND REQ'D, FLOORS AND FLOORS/CEILINGS TO BE TYPE V-B CONSTRUCTION, D.ROOF5 AND ROOFS/CEILINGS TYPE V-B CONSTRUCTION NOTE: ALL VOIDS UNDER STAIRS SHALL BE I HOUR CONSTRUCTION PER PLANS AND DETAILS. ELECTRICAL A. ELECTRICAL WORK SHALL BE PERFORMS IN A "BIDDER -DESIGN" MANNER THE CONTRACTOR SHALL SUBMIT SUCH SYSTEMS SEPARATE FOR PERMIT. B. PROVIDE A MINIMUM OF 153o LAMPS INSTALLED IN LIGHTING FIXTURES WILL BE HIGH -EFFICIENCY LAMPS. WSEC R404,1 STAIRS A, I.R.C. R311.7, STAIRWAYS WIDTH SHALL NOT BE LESS THAN 36 INCHES (1314 MM) IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT, HANDRAILS SHALL NOT PROJECT MORE THAN 45 INCHES (114 MM) ON EITHER SIDE OF THE STAIRWAY AND THE MINIMUM CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL NOT BE LESS THAN 31 J' INCHES (181 MM) WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES (698 MM) WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. B_ R311.12 HEADROOM. THE MINIMUM HEADROOM IN ALL PARTS OF THE STAIRWAY SHALL NOT BE LESS THAN 6 FEET 8 INCHES (2032 MM) MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDING OR PLATFORM ON THAT PORTION OF THE STAIRWAY.MIN 36' WIDE, MAX. RISER= I %" MIN. TREAD= 10" HAND RAILS SHALL NOT PROJECT MORE THAN 4 1/2 " INTO THE 36" CLEAR PATHWAY ON EITHER SIDE. C_ R311.1.6 LANDINGS FOR STAIRWAYS. THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH STAIRWAY. THE MINIMUM WIDTH PERPENDICULAR TO THE DIRECTION OF TRAVEL SHALL BE NO LESS THAN THE WIDTH OF THE FLIGHT SERVED, LANDINGS OF SHAPES OTHER THAN SQUARE OR RECTANGULAR SHALL BE PERMITTED PROVIDED THE DEPTH AT THE WALK LINE AND THE TOTAL AREA 15 NOT LESS THAN THAT OF A QUARTER CIRCLE WITH A RADIUS EQUAL TO THE REQUIRED LANDING WIDTH, WHERE THE STAIRWAY HAS A STRAIGHT RUN, THE MINIMUM DEPTH IN THE DIRECTION OF TRAVEL SHALL BE NOT LESS THAN 36 INCHES (54 MM). D.HANDRAIL5: 34' TO 38', MIN 1 1/2" CLEAR FROM WALL, CONTINUOUS FROM FULL LENGTH OF FLIGHT WHERE RISERS ARE HANDRAILS ENDS SHALL BE RETURNED OR TERMINATE IN NEWEL POSTS OF SAFETY TERMINALS. NEW P05TS CAN INTERRUPT PER HANDRAILS AT TURNS. THE LOWEST TREAD MAY HAVE A VOLUTE, TURNOUT OR NEWEL_ HANDRAILS SHALL BE OF THE TWO TYPE LISTED IN IRC. 311.78.OR PROVIDE EQUIVALENT GRASP. HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS. E. R311.7.9 ILLUMINATION. ALL STAIRS SHALL BE PROVIDED WITH ILLUMINATION IN ACCORDANCE WITH SECTION R303.6. SECURITY A. PROVIDE BUILDING ENTRANCE LOCKS AND OBSERVATION PORTS AT APPROXIMATE. 60" AFF SOURCE SPECIFIC VENTILATION REQUIREMENTS 15 REQUIRED IN EACH KITCHEN, BATHROOM, WATER CLOSET, LAUNDRY ROOM, INDOOR SWIMMING POOL, SPA, AND OTHER ROOMS WHERE EXCESS WATER VAPOR OR COOKING ODOR IS PRODUCED_ THE MINIMUM SOURCE SPECIFIC VENTILATION EFFECTIVE EXHAUST, CAPACITY SHALL NOT BE LESS THAN LEVELS SPECIFIED IN TABLE 3-1: INTERMITTING OPERATING: BATHROOMS = 50CFM, KITCHENS = 100 CFM CONTINUOUS OPERATION: BATHROOM = 25 CFM, KITCHENS = 25 CFM A WHOLE VENTILATION SYSTEM SHALL BE INSTALLED CAPABLE OF PROVIDING THE VOLUME OF OUTDOOR AIR SPECIFIED IN IRC 2012 CHAPTER 153 TABLE 3-1 UNDER NORMAL OPERATING CONDITIONS, INSTALL WHOLE HOUSE FAN IN UTILITY ROOMS_ USE FAN WITH A ZONE RATING OF 15 OR LESS MEASURED AT 0.1 INCHES WATER GAUGE. MANUFACTURER'S NOISE RATINGS SHALL BE DETERMINED AS PER HVI 915 (OCT.1995). REMOTELY MOUNTED FANS SHALL BE ACOUSTICALLY ISOLATED FROM THE STRUCTURAL ELEMENTS OF THE BUILDING AND FROM DUCTwow USING INSULATED FLEXIBLE DUCT OR OTHER APPROVED MATERIAL_ (EXCEPTION: ZONE RATING NOT APPLICABLE IS INTEGRATED TO FORCED -AIR HEATING OR HEAT -RECOVERY VENTILATION SYSTEMS_ UNDERCUT DOORS J' OR PROVIDE TRANSFER GRILL IF WHOLE HOUSE FAN 15 LOCATED IN LAUNDRY ROOM. INTERMITTING OPERATED WHOLE HOUSE VENTILATION SYSTEMS SHALL BE CONSTRUCTED FOR CONTINUOUS OPERATION, AND SHALL HAVE A MANUAL CONTROL AND AN AUTOMATIC CONTROL, SUCH AS A CLOCK TIMER AT THE TIME OF FINAL INSPECTION, THE AUTOMATIC CONTROL TIMER SHALL BE SET TO OPERATE THE WHOLE HOUSE FAN FOR At LEASE EIGHT HOURS A DAY. A LABEL SHALL BE AFFIXED TO THE CONTROL THAT READS "WHOLE HOUSE VENTILATION (SEE OPERATING INSTRUCTIONS)." HOUSE SIZE 3,390 SF 4-5 BEDROOMS CONTINUOUS OPERATING SYSTEM OF 90 CFM PER IRC 2012 CHAPTER 153 TABLE 3-1. CONTROL: MUST BE READILY ACCESSIBLE, OPERATING INSTRUCTIONS, LABLE ' WHOLE HOUSE VENTILATION (SEE OPERATING INSTRUCTIONS) INTERMITTENT WHOLE HOUSE VENTILATION RATE FACTOR 50% 2 HR5 RATE MULTIPLIER FACTOR 180 CFM IRC 2012 CHAPTER 153 TABLE 3-2 VENTILATION ANC I N 00AIR OUAL I TY FED IRO 20 I2 CHAPTER 15 BEGT I ®N M 50-7 SECTION M1501 MECHANICAL VENTILATtON M1.507.1 GeiaeraL Where local exba t or whole -house mechanical ventilation is provideA, the eclaip ent shall be designed in accordance %vith. this section. + Mechanical ventilation can. consist of either local exhaust or whole -house mechanical ventilation.. Local exhaust is defined as an exhaust syst rn that uses one a More fails to exhaust air from a specilic fool or rooms within:' a dwelling, Examples of loll exhaus t include baffiroom and kitchen exhaust. Section RaO3 require either natural r mechanical ventilation of toilet rooms and bathrooms. This -section brings mechanical Ventilation Into the exhaust chapter for convenience,. It should be nated that the choice of using either, natural or mechanical ventilation Is one the- designer roust make except as required by Sec- tion 1 30 .4n Whole -house mechanical ventilation is defined as an exhaust system, supply system or combination thereof, that is designer to, mechanically exchange indoor air, for outdoor air. The, systemcan alther oper- ate continuously or it can be programmedto operate intermittently. 'R-303.4 Meth nc l ve n i at r ,, Where the air 'in �r atio -rate of a dwelling 'u, nit is less t air, Ganges. per hour when tested %qdi a blower dwr at a. ssure of 0.c1h wx k-50 Fa accordance with Secti -n N1 1,02.4.. Q the d eltin ha11 be pr id i. with hole -house mechanical ventila- tion in. a ordartee. t t:h Section, M1507.3. R103.4 Minim,um,'venfiladon. performance. DArelling i J units Shall 'he c ua d with loci exhaust and ,whol.c :hour(` Sod on, ' , xc fi nv Additions Witt lass tlhmi 500 square feet of nd .t1.u:> d - - a p t rn, the .lrcq lii r n nt in. this code for W y� aX� u h. g�� } P p �w W. ak1 ) REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 6 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TIJKWII..A FEB 2 3 MIS PERMI*r CENTER z w O LU 0 0 a � v m� ry O ry LE a Ln N M + a a � c c c v OJ .�-. 000 .�,Cna c C Cn c C6 M �.; `n v V J k 7 N 00 W � 72 ew S CO 00 d- 3 O N Q 00 O -4- (n � N p N O f- O V V 'o cL v� ti C r- o 00 rn _= E O O N U c - �Y O ti ►- O N O O T_ C:)rn E N z V N O O :a SCALE: 1" — 20' TAX PARCEL ID: 004100-0632 6,635 SF LOT SIZE 2382.5 SF BUILD AREA PROPOSED MAIN FL.R: 1,384 SF PROPOSED UPPER FLR: 1.844 SF PROPOSED LIVING AREA 3,228 SF APPROXIMATE d WORK/C EARING LIMITS=0A5ACRES y,' 1 } l f � 1 � I I I . ERTY LINE a I APPROXIMATE LOCATION OF SILT FENCE ACTUAL LOCATION TO BE DETERINED IN FIELD AS CONSTRUCTION PROGGESSES I I PROPOSED c I \ I N I L0� 1 I N REMOVE 'EX I DRIVEWAY I CHAIN LINK NOTE: CONNECT ROOF }�T,O I a i } I FENCE 20' EXIST �t I DRAINS EXIST w ASPHALT , CATCH iASIN E51 PROPOSED I\ DRIVEWAY } } RESIDENPE \1 } 1 } cL 1 FFE+294\0f 1 RIM=294 0} '- o \ i ' MAIN FLOOR AREA 1,384 SF. , IE=293.0 ` 8 10 \ 1 GARAGE AREA 426 SF eORCH 50 SF. 1 29LF 6 PVC \ 30 TOTAL FOOT PRINT AREA 1,870 SF. 1 �- - - - - o 1 0 SL=2� EX. CH IN } ` 1 - \ I LINK FE I CE N CONSTRUCTION } \ \ I \ aQ a I} ENTRANCE \ . , ° ❑ PROPER LINE .75' 11 ~� \ \ N \EXIST TREE \\ W.M �, EX. SSEW u - - - - - - - - - - _ _SS � 52nd STREET-..- ) SOT 1 I 1. EX. CATCH - - ---- -- BASIN (TYP) \ AP OX. - `1 - - - ._._ - W.M-REAR- -_ - - - - \1� STOCKP E } ( RIGHT \� LOCATION (TY I I W.M LdT 2 I I o \ } I II UNDERGROUN[b GAS I l FIRE UE TO LOT 2 (NEEDS l TO -,BE RELOCATED TO \ �\ HYDRA l 1�1 -\ UTILITY EASEMENT \ 1 PROJECT NAME: OCHOA RESIDENCE PROJECT NO: 16-033 e SKETCH NO: SK—I BY., DATE: CJM 1 2/17/16 DEVELOPMENT SITE PLAN: ENGINEERING, PLLC SITE PLAN 821 DOCK STREET, SUITE 207 4002 S 152ND STREET PHONE- (253) 228-0513 TU KWI LA, WA WWW.QE-CIVILCOM MAIL V. PO Box M6 TACOMA, WA 98401 PN: 0041000632 'These plans have been reviewed by the Public Works Department for conformance with current City st:anclards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility f'or the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. - Date: By: REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 6 2016 City of Tukwila BUILDING DIVISION j RECEIVED CITY OF TUKWILA FEB 2 3 2016 PERMIT CENTER v v � DOOR SCHEDULEp„ Number D. Main 1 D. Main � 2 D Main 3 D. Main _._ ._ .4.. D , Mainx w ....... M... _.:.m.n5 D. Main 6 D Main .. .� ? D. Main .,....._8_._.._. D. Main 9 D. MaixnM,�.�,�. 10���: WINDOW SCHEDULE Number Location Main Flr Y A Livmg„.._ Main FIr B Livmg Main Fir C_� Living„ Main Fir _ D Dining Main Fir Mai m E Dining_„ Main Fir F Dining.. Main Flr G Butler Main Fir H Garage Den/Stud, Main Flr J Den/Stud, Main Fir K Powder Main Fir L Kitchen Main Fir - M Family Main Fir N Family Total 1 1/2' DIAM. STEEL HANDRAIL. TYP— + 34' - 36' BACKING AT BOLT LOCATIONS Location Width Height Model Entry „M...,.: . _..w,.3' .,...a.1. 6'8" SC WD S.G. Butler A 218" 6'8" Storage 3 618" _ Mud rm _.. 3 s 6' 8" Garage_ . ___._.. 3� ,,. .....618"_ ..:, .w.. SC WD Garage. 1 161 , _ 7' INSULATED Den/study 1 (2) 2'6" 1 6'8" �wx SC WD S.G. D e n/stud y .._ ....,.. , 3'61811 Powder 11 2'8 1 618" I P a ntry a 21811 a 61811 1-1/2 DIAM. RAILING 1 1/2' OFF WALL CLEAR RETURN TO WALL AT END POINT TYP. Width (FT) jHeight (FT)' Model 10, I 6' I _ CASEMENT/FIXED 71 FIXED/PANES 1' __. 7' FIXED/PANES_ 5' 6' CASEMENT/FIXED 5' t _..... M51 ..:...___ CASEMENT 5' i 5' i CASEMENT .... . ..... �� 6 I 3__w._ (.,____..___.__ SLIDER 3' 2' FIXED 21611 1 3' _ _ CASEMENT .. .. __.._,.....____...._.. .._...... _,....... _ CASEMENT 21611 3' FIXED SLIDER 3 21 _FIXED 31 FIXED z 0 z 10' TREAD O MIN_ d e r 3/4 M W X MIN r Nr 22 TAI j_111=11 _ 011 Pane Gap IN I Remarks 1 /2 i S G. Dead bolt Cased openi ngNxMµ., ��.B i-Fold _ Rated. closer. Dead bolt O PROVIDE I' WIDE z CONTRASTIC BAND AT TOP AND BOTTOM TREADS m m � � 1 /2 (3) 2X12 STRINGERS 2 LAYERS 5/8 ' 'TYPE X' CGWB HABITABLE SPACE BELOW STAIRS (3) 2X12 STRINGERS 2X FIREBLOCK'G 9 TOP 4 BOTTOM OF EA. RUN 4 a WALL ALONG STRINGER BTWN. STUDS 2X4 THRUST BLOCK S.G. Privacv lock 0 Is B — — A-7 DIRECT VENT ZERO CLEARANCE 6A5 HIGH EFFICIENCY FIRE PLACE TO BE INSTALLED PER MANUFACTURE SPECIFICATIONS W/ 20" WIDE (MIN) NON-COMBU5TIBLE HEARTH. FACTORY -BUILT FIREPLACES SHALL COMPLY WITH IRO 2012 SECTION R1004 AND WAG 51-13-402 AS WELL AS BE CERTIFIED AS MEETING WA. ST. EMI5510N5 STANDARDS. A REMOTE SHUT OFF VALVE SHALL BE LOCATED WITHIN 3' OF THE FIRE PLACE AND ALL COMBUSTION AIR SHALL BE TAKEN FROM OUTDOORS. him c r t IFGC 304.6 Outdoor combust' n air gas appliances. 304.6 Outdoor combustion air shall be provided through opening(s) to the outdoors in accordance with Section 304.6.1 or 304.6.2. The minimum dimension of air openings shall be not less than 3 inches. 304.6.1Two permanent openings, one commencing within 12 inches of the top and one commencing within 12 inches of the bottom of the enclosure, shall be provided. Where communicating with the outdoors through horizontal ducts, each opening shall have a minimum free area of not less than 1 square inch per 2,000 Btu/h of total input rating of all appliances in the enclosure. OR 304.6.2 One permanent opening, commencing within 12 inches of the top of the enclosure and shall have a minimum free area of 1 square inch per 3,000 Btu/h of the total input rating of all appliances. A-1l ^11 TOTAL AREA 1,810 5F FLOOR FRAMING AT CRAWL SPACE: ALL WOOD, POST, BEAMS MUST BE PRESSURE TREATED OR NATURALLY RESISTANT TO DECAY. TREAT ALL CUTS OR PERFORATIONS WITH END CUT SOLUTION. USE GROUND -CONTACT TREATED WOOD. FASTENERS, HANGERS, NAILS, SCREWS ETC. MUST BE STAINLESS STEEL, HOT GALVANIZED, OR AS SPECIFICALLY REQUIRED FOR THE SPECIFIED WOOD PRESERVATIVE USED. THE COATING WEIGHTS FOR ZINC -COATED FASTENERS TO BE IN ACCORDANCE WITH ASTM A 153, PROVIDE DOCUMENTATION IN THE FIELD SHOWING THE REQUIRED FASTENER PROTECTION CONSIDERING THE WOOD CHOSEN FOR YOUR FLOOR FRAMING AT CRAWL SPACE. FOUNDATION VENT CALCULATIONS PER IRG NEW CRAWL SPACE 1,384 SF 1584 91. / 150 = q.2 S.F. FDN VENT REQ'D 150/144X.15=.155FPER VENT. q2 S.F. / .18 5.F = 11.5 FDN VENTS REQ'D 12 FDN VENTS PROVIDED VENT 3'-0" MIN. FROM CORNER. TYP. SAS FIRED APPLIANCES IN GARAGE TO 9VE TOP OF SLAB. ?IAM. STEEL BOLLAR05 FILLED W/ .0 48" BELOW SLAB IN 24" DIAM BASE. 6A. x 5/4" MTL STRAP TO FASTEN RE. BRID ELECTRIC WATER NEATER ENERGY FACTOR (HYBRID MODE) )PTION 5B IS PTS. wr At REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 6 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 2 3 2016 PERMIT CENTER = p Z z W 0 n 0 m� N� � >L a ry Ln N M a cm .., v c c v co a � c -� an =±_ m V ..; C V M d" a) a N 00 72 .., O S co ° r° O 44- 3 CO N Q CCo z O 'S 00 jtts O CO N ..ratCqO O It �O a C O ._ 00 rn —+— a E a)N U O Cn N M O O ~ N U) O O M o rn N N � i2 Z V N O Co 1111• • ' Bill q D Upper 11 Bedrm 3 j2181' 618" 12 Bath 2 2'8" 618" D Upper 13 __..__.Bedrm 5 _..._w_21.8ifw___.._.. 61811DUpper 14 s Bath 1 218" 618" D Upper 15 Bedrm 5 4' 618" D U er � 17 � _ _.¢ Bedrm 4 � _... " 2..8 � _ 61811 _ �_. ......per ...___ _ Bedrm 4 4'_ 6'8" .Upper .__.18 19 .. M Bedrm �mmi.__ 5 618" D Up.p_er.._.._� 20 _ M WIC _2 8...m .._m_..6__$.. 11 .D Upper._. _ _ .22_. _ ... _. . M Bath _2.'8��. _..,. 61811 D Upper „ R. 0 23 M Closet 218" 618" 3 M Bathes....._.... 218„ 61811 D Upper ._24 _.. 25 _. _ .' _ M Suite 618" D Upper 1 26 _. __. _..... Bath 1 _ ..4 __...._._ D Uppet" .._._ d,. _.._.. 27 _ Bedrm 2 ' _ _._ . w 61811 D . Upper 28 S Bedrm 2 (_ 61811 D Upper w.. 29 .. Bedrm 2 µ3'__..._.. 2'8" ( 618" D Upper ~ 30 Utility 1 2'8" ( 618" WINDOW SCHEDULE _. _._._. �.�......._.�. �.�...._.�....._. . .._. Upper Level _ ._. _.._Bedrm 3 _._. �__.. _ _ .,.. _10, CASEMENT/FIRED i4� _ _ ._ _ _. CASEMENT/FIXED . �._.._ Upper Level P Bath 3 i 216" 3' SLIDER Upper Bedrm 1 5' ULIDER EGRESS ... _ _er Level Q Bed5 4' S .._w. . ._...___. _ __. . LL _Upper Level R Bedrm 4 5' 4' SLIDER EGRESS Upper Level _ 5_.._ _~Stair 2'6" 3' v SLIDER s.G_.___ _._ UpperwLevel _ ..____.T .�_ .M Bath 216" 3' ° _SLIDER S.G.__._ U er Level U M Bath g 5' 3' i SLIDER S.G. Upper Level V _ _ M Bath } „ 5' 3' SLIDER S.G. U er Level W M Suite 8' 6' ',CASEMENT/FIXED EGRESS pp .. _ ...... _ _ ... _ _%.._ ..__._ _. Upper Level X_ Sitting_.__._.�.�. .., _m._._..._. 3� SLIDER U er Level __ m Y Sifting," FIXED __ pp .__.... Upper Level Z Slttln 2'6" 1'6" FIXED pp �. _.... --.__.__g . __..__.. _. ...._.._._.._w.. ...._.. i 3' SLIDER S.G. U per Level AA Bath 1 2' Upper Level _..__BB __.._� Bedrm 2 __.._..___...�....___.__..___5�....__ ._. . 4SLIDER EGRESS. Upper Level �_.CC__._..._.. Bedrm 3 _E..._...,._ . __. �.....3'..... _L41_._. ._ _.._.._SLIDER EGRESS Pocket Door Bi-Fold Closet Bi-Fold _Closet Double doors Bi-Fold Closet Bi-Fold Closet Bi-Fold Closet 0 B — — �-7 DIRECT VENT GAS HIGH EFFICIENCY FIRE PLACE TO BE INSTALLED PER MANUFACTURE SPECIFICATIONS W/ 20" WIDE (MIN) NON-GOMBU5TIBLE HEARTH. FACTORY -BUILT FIREPLACES SHALL COMPLY WITH IRG 2012 SECTION R1004 AND WAG 51-13-402 AS WELL AS BE CERTIFIED A5 MEETING WA. ST. EMI5SION5 STANDARDS. A REMOTE SHUT OFF VALVE SHALL BE LOCATED WITHIN 3' OF THE FIRE PLACE AND ALL COMBUSTION AIR SHALL BE TAKEN FROM OUTDOORS. UPFER FL00R PLAN 1/4" =1' - 0" AREA = 1,844 SF UPPER FLOOR LIVING AREA 1,844 5F TOTAL AREA 1,544 5F NEW WOOD FRAMED STAIRS A/ 15 RISERS 1-1/4" W/ 10" TREADS. 1 1/2" DIA. HANDRAIL 1 1/2" OFF RAILING OR WALL ® 2'-10" ABOVE STAIR NOSE, STAIR TO COMPLY W/ IRO R311.1.5.2.1 TYP.i iiNav 4'^v #"� a,¢cin"e' h 3 .3rY.np i� REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 6 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 232016 PERMIT CENTER z w o� W D =' 0 0 }o LL a Ln V m� �o o N � N M .} v v -a v v o -a 'v v _EnV a -a - c i rn Lii V C1 V M zli: d- c 00 7 s W 0T0 00 3 O nt Q � z O LO 5 00 cfl E C C N .� O I'- "= O v � �O J �I C O 0p rn _= E O Q ti o ►� O N (j O � o rn N 04 .� i0. C ca Z V N O —v 1-1/2u=1'-0n SIDING f3A5LE END WALL 4 GA. PRE PAINTED METAL LASHING (o" LEGS BOTH JAYS FULL LENGTH ROOF OWER ROOF PLYWOOD IMPSON DANGER UNTF COMPOSITION ROOFING 150 FELT INTERWOVEN 1/2' CDX_ SHEATHING OVER ROOF TRUSSES 5/4 x MATCH EXISTING 2x 5LOCKING 142.5 BEND AROUND TRIJ55 DX PLAYWOOD SHEATHING SIDING PER ELEVATIONS 15" BUILDING PAPER 2X STUDS a 16' o c_ DOUBLE TOP PLATE ROOF FL A5H ING C 1 _1' - o � 1 =1� _ 0 � BEAM PERI SEE F�O4F 3 FRAMINGPl.AIV a pt.AN FOR 7YPPCAL EXTERIOR WAC.I. CUT * d ",FASCIA PER FRAWOq PLANI ROOF pL AN REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 6 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 232016 PERMIT CENTER H z w O J_ Y [LU 0 0 c� 0 u, v m� N� o [�FFF_l CD M N �O v v -a e� c En c v o 00 o .c c 0� e� L W a- t� -;� c _ r_�_ ej oho L-5 o V M V ..; Q� 1� v !� ice,,. V1 „4_J W c 7 a U) co T_ s -0 CO 00 ';:T 3 n N Q Lo co z o � �Ob a V . O a. V J �► ti C ►O co E — o LO 0 0 %000% C Y 0 ► �- 0 N O o rn o CNI a � z � � V cco N O �'E � NORTH ELEVATION 011 � SOUfi14 L�Ev�AT�101N 14 ROOF 5:12 PITCH EXTERIORI. EXTERIOR CE IL ING5: 5/4 x (o CEDAR FA5GIA 50ARD 5" CONT. MTL GUTTER TYF. W1 2 x4 D.5. TO 5f 'L,4SH 50,4RD. 1x4 CEDAR CORNER TRIM TYP, COMPOSITION 5Y5TEM (0" HARD IPANEL 511D INCH TYF, OVER 150 PAPER OR TYVE< 1/2" RATED 3HEATHING 1/2 CEDAR OR CEMENT HARID IPANEL PROVIDE MTL. FLA5HING OVER WINDOW, 1D00R AND 5ELLY 5ANID TRIM PROVIDE ICE $ WATER ,5HIEL1) AT ALL NEW EXTERIOR DOOR5 4 WINDOWS VENTED ATTIC 5PACE EX15TING CEILING CE IL ING5 (FLAT): INGREA5E IN5ULATION TO EXTERIOR FALLS A50VE GRADE: INTERIOR WALLS 2x4 5TUD5 @ 16" O.C. W1 1/2" INTERIOR WALL5 4 CE IL ING5: 3/4" CDX T 4G PLYWOOD R-49 5ATT AND/OR RIGID R-49 E3ATT AND/OR RIGID R-21 E3ATT AND/OIR RIGID GW5 1/2" GWE3 TYF, EXTERIOR [DECK: FLOOR FRAMING UNDER DECKK, ALL WOOD, F05T, 5EAM5 MUST 5E PRE66URE TREATED OR NATURALLY RE615TANT TO DECAY, TREAT ALL CUT5 OR FERFORATION5 WITH END CUT SOLUTION, U5E GROUND -CONTACT TREATED WOOD. FA5TENER5, HANGER5, NAIL5, 5CREW5 ETC. MUST 5E 5TAINLE55 STEEL, RIOT GALVANIZED, OR ►45 5PECIFICALLY REQUIRED FOR THE SPECIFIED WOOD FRE5ERVATIVE U5ED. THE COATING WEIGHT5 FOR ZINC -COATED FA5TENER5 TO 5E IN ACCORDANCE WITH A5TM A 153. PROVIDE 1DOCUMENTATION IN THE FIELD SHOWING THE REQUIRED FA5TENER PROTECTION CON51DERING THE WOOD CH05EN FOR FOUR FLOOR FRAMING AT DECK, REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 6 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 2 3 2016 PERMIT CENTER Z LU o� LU L. L� m� (�I LL a Ln Ln O Z rn N _ � a a -a Sn -a l-a, 0 co an co �cn_ �- nOO -, L-W '— t...V M L Cl V v: c= CV) M rrllr a) 0 —a f� 00 L000 3 O c� Q d°p.. O ca :3 __ o E C W N C ..+T :3 ~ O v d' �O a V �1 J C O �- 00 ._ rn -�- O Q E — O ai � o 0 ►� O N v/ @ 0 oo rn o cu O Z V c N O 00 SCE .�. REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 6 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 2 3 2016 PERMIT CENTER z w O v <_ OLV WO f- o IX Lv m� N L Lin c .cn c a "^ Qj co �- cn a •cF -+: c C -� c =±_ r ej co M Ln V C V M c1" i-� c L-,, 00 72 O fA 'o °r° 00 00 d- 3 N Q 000 01) ' cd 0)O E 'o N ~ O _Z V . O C3- V J J t` C O 00 0 O LO o v, a) � Y 0 a o ►� 0 N o O T- .-. o rn N i1 cu O z V N O co I=OUNDATION DRAIN: 4' DIAMETER PER[--. SMOOTH WALLED PIPE TO APPROVED DRAINAGE SOURCE TYP. r &-" I V- 1 . I vv 1 "-- TO BEwOVER UNDISTURBED SOIL 6CTION A�4II=1' - (oil ry HANDRAIL 1 1/2" OFF RAILING OR WALL ® 2'-10" ABOVE STAIR N05E, STAIR TO COMPLY W/ IRC R311.1.52.1 TYP. BEAM PER PLANS TOP OF PLATE VENTED ATTIC PREFABRICATED PRE ENGINEERED TRUSSES TOP OF 5U5FLOOR BEAM PER STRUCTURAL PLANS 1/2 CEDAR BD_ OR CEMENT HARDI PANEL TYP_ TOP OF 5U5FLOOR ROOF 5:12 PITCH EXTERIOR: EXTERIOR CE IL ING5: 5/4 x (o CEDAR F,45CIA SCARF 5" CONT. MTL CUTTER TYf=. W1 2x4 D.5. TO 5FLA6H 5OARD, Ix4 CEDAR CORNER TRIM TYF. COMRO51 T I ON 5Y&TEM (0" HARDIRANEL 51DINC:s TYR, OVER 15# RARER OR TYVEK 1/2" RATED 5HEATHING 1/2 CEDAR OR CEMENT HARD IR,ANEL PROVIDE MTL. FLA5HINC OVER WINDOW, DOOR ,AND SELL*' 5AND TRIM PROVIDE ICE 4 WATER 5HIELD AT ALL NEW EXTERIOR DOOR5 4 WINDOW5 VENTED ATTIC 51"ACE FLOORING: EX5TING CEILING CE IL ING5 (FLAT): INCREA5E INSULATION TO EXTERIOR WALL5 A50VE GRADE: INTERIOR WALL5 2x4 5TUD5 �@ 1(o" O.C. W1 1/2" INTERIOR WALLS 4 CE IL ING5: EXTERIOR [DECK: CONCRETE PATIO.' 3/4" CDX T 4G FL**' FOOD R-4e 5ATT AND/OR RIGID R-49 5ATT AND/OR RIGID R-21 5ATT AND/OR RIGID GW 1/2" GW5 TYP. ALL WOOD, 1=05T, f5E AM5 MUST 5E RRE55URE TREATED OR NATURALLY- RE515TANT TO DECAY, 5OLUTION, TREAT ALL CUTS OR RERFORATION5 WITH END CUT U5E GROUNID-CONTACT TREATED WOOLD. F,A5TENER5, HANGER5, NAIL5, 5CREW5 ETC. MU5T E3E 5TAINLE55 5TEEL, HOT GALVANIZED/ OR A5 5FIECIFICALL� REQUIRED FOR THE 5RECIFIED UJOOp FRE5ERVATIVE U5ELD, THE COATING WE IGHT5 FOR ZINC -COATED FA5TENER5 TO 5E ACCORIDANCE WITH A5TM A 153, RROVIE)E IDOCUMENTATION IN THE FIEI_1) 5HOWING THE REQUIRED FA5TENER PROTECTION CON5I1DERING THE FOOD GH05EN FOR "OUR FLOOR FRAMING; AT �CK. s REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 6 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 2 3 2016 PERMIT CENTER z w o< a a 0 O�0 tn LL 0 m� N � LE e N --aLn _�2 _ M N a .ch c v a r— � W `" coo c� rn a � �o ono � T o � M —_ �_, t-) I cV M d- ��rrrr�wwxr 00 -v = o 3 N Q o0 z O ': .0, tI) :3 co C'o N C3 0 Z O � Av, V O U- V C �- O 00 E O Lo 0 V1 � ,C O �� N 1 O O o ti N U) 0 O 00 N ... 0) sz Z V C N O v 00 SCE 3O NTED Attic 5-5 PRI=FABRICATED �fi12E�AlCzINEERI=D - - TOP OF PLATE - INFILL RIGID INSULATION TYP. -"R-49 INSULATION TYP. I �JEADER PER STRUCTURAL PLANS INFILL RIGID INSULATION TYP. ` J HEADER PER STRUCTURAL PLANS o MASTER MASTER SUITE BATH 2 0 EG SS ry ' 5-4 R-38 INSULATION TYP. TOP OF SUBFLOOR --- -- --� -- -- TOP OF PLATE-- ° -- -- -- -- --- R-38 INSULATION TYP. TJI'6 PER STRUCTURAL PLANS INFILL RIGID INSULATION TYP.-- B 1-1, 51RUCTURAL PLANS S RUCTURAL f ILANS N/5TUpY GARAGE PROVIDE I HR EPARATEN-15ETaMN LIVIN1 c4- GARAGE 5/8' PE 'X' GWB ALSO AT CEILI G. I o5 101 I6 O" X1'-O" GARAGE DOOR. _ - - - TOP OF SUBFLOOR FOUNDATION DRAIN: 4' DIAMETER PERF. SMOOTH WALLED PIPE TO APPROVED DRAINAGE SOURCE TYP. 10-1 01 )-5ECTION. 4II=1I - 0II 1/ � S�C�ION SLOPE 4'/FT. 4' SLAB ON GRADE PER STRUCTURAL DWGS OVER 4' CRUSHED ROCK BASE 4 VAPOR BARRIER ALL POST 4 FOOTINGS TO BE OVER UNDISTURBED SOIL �Iz POST 4 FOOTINGS \ \ FLOOR FRAMING PER STRUCTURAL PLANS PER STRUCTURAL PLANS \\—� R-30 INSULATION (TYP). 6 MILL MOISTURE BARRIER (TYP). Is PREVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 6 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 2 3 2016 PERMIT CENTER z tU o� LLI o �otL O } O i(1 %J m� N (ILE VID ZCIO� N -C- a -a a, - 3 c .Cn 1c T a cQ 0000 ■— C 0 ON ` ^ C .� ch L-W �1 —+_ C+ C Q) 00 t_{J , ^ V , v, d- �1 V L4-j L4-J O a) 00 -a s00 ao 3 C� N Q 00 z O co U) � N 'C O I' Z O �O �1 �1 ti C O °0 — d' —�— Q E O a) %100% � ►— 0 N :3 O T- o E N Q z O N o 00 STRUCTURAL_ NOTE6: CO : CODE: INTERNATIONAL BUILDNG CODE 2012 4 ASCE 140 LOADS: ROOF LIVE(SNOW)m 25 PW, FLOOR LIVEm 40 PSF ROOF DEAD- 15 FOP, FLOOR DEAD= 12 PSF SEIS: GROUP I, CATEGORY 'D', Re 65 Sa ■ 1.482 g, S1 - 0554 g, SL* m 0.W8, Stm- 0554 WIND: 85 MPH (ASD), EXPOSURE 'B', Ka- L38 FOUNDATIONS: ALL FOOTINGS THAT BEAR ON UNDISTURBED MEDIUM DENSE OR BETTER NATIVE TILL SEDIMENTS OR STRUGTLFA FILL REPLACED OVER UNDISTURBED NATIVE ITS AS DESCRIBED GARY A. FLOWERS SOIL'S REPORT (PROJECT NO.15-001 ON NOVEMBER 12, 205). THE UNSUITABLE SOILS ARE GENERALLY ON THE ORDER OF 2 TO 3 FEET THICK. FOOTINGS SHALL EXTEND A MINIMUM OF 1'-6' BELOW ADJACENT EXTERIOR ALLOWABLE SOIL BEARING VALUE OF 20M PSF TO BE USED. CRAWL SPAC PROVIDE 18 INCH MIN CRAWL SPACE WITH 12 NCH MINIMUM BELOW BEAMS. PROVIDE 6 MIL BLACK FILM VAPOR BARRiOR LAPPED 12 INCH AT SEAMS. CRAWL. SPACE t0 BE VENTILATED BY MECHANICAL EXHAUST FAN SYSTEM AS APPROVED BY BUILDNG DEPARTMENT CAST -IN -PLACE CONCRETE: F'c■3,000 PSI 6 28 DAYS. MNIMIM 5-0 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF V OR LESS. MAXIMUM SIZED AGGREGATE IS I-1/2 INCHES. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH IBC SECTION M,190b ANDACI 301, WILING TESTING PROCEDURES. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. ALL REINFORCING STEEL DOWELS, ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONC. REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND THE MiANJAL. OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION BY CiRSI. DEFORMED REINFORCING STEEL BARS SHALL COWM TO A61M GRADE 60. ALL RENFORCNG BAR BENDS SHALL BE MADE COLD, WITH A MINIMUM RADIUS OF 6 BAR DIAMETERS (1'-1' MINIMUM). CORNER BARS (2'-0' BEND) SHAD. BE PROVIDED FOR ALL HORIZONTAL RENFORCEi"ENT. LAP ALL BARS A MNIMI M OF 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. UNLESS OTHERWISE NOTED ON THE DRAWINGS REINFORCING STEEL SHALL HAVE THE FOLLOWNG MINIMUM COVER CONCRETE CAST AGAINST EARTH 3' CONCRETE EXPOSED TO EARTH OR WEATHER IV2' CONCRETE NOT EXPOSE TO EARTH OR WEATHER: NI BAR AND SMALLER a4' SLAB -ON -GRADE (FROM TOP SURFACE) IV2' STRUCTURAL TIMBER: ALL GRADES SHALL CONFORM to ILIWPA GRADING RULES FOR WESTERN LUMBER LATEST EDITION. PROVIDE CUT WASHERS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD. ALL WOOD N CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. ALL STRUCTURAL LUMBER SHALL BE NOTED BELOW: 2x6 STUD, 3xb SILL E, 4x BEAM DOUCLAS-FIR / LARCH n LUMBER NOT NOW HEM -FIR 42 MISCELLANEOUS HANGERS TO BE SIMPSON OR APPROVED EQUAL. ALL HANGERS SHALL BE FASTENED TO WOOD WITH MAXIMUM NAILS -ALL HOLES SHALL BE NAILED. ALL NAILS SHALL BE COMMON WIRE NAILS. PROVIDE NAILING SHALL BE IN ACCORDANCE WITH 1B.C. 2012 TABLE 2304%1 FASTENING SCHEDULE. OOF 4 FLOOR SHEATHING: ROOF SHEATHNG SHALL BE 1/2' APA RATED SHEATHING. SPAN RATING 32/I6, INSTALLED WITH LONG DIMENSION ACROSS SUN'PORTS. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL At PANEL EDGES WITH 10d COMMON NAILS w 6' O.C. AND 12' O.C. AT INTERf"EDIATE SUPPORTS. FLOOR SHEATHING SHALL BE 3/4' T4G SPAN RATING 40/20 WITH 10d COMMON ® 6' OC (EDGE) AND 10' OC (NTERM). USE MO SCREWS (2142' LONG) IN LIEU OF 10d COi"MON NAILS AT FLOOR CONTRACTOR'S OPTION. INSTALL PLYWOOD CLIP AT 48 INCHES ON CENTER WALL SHEATHIN SHEATHNG SHALL BE 1/2' APA RATED SHEATHING, SPAN RATING 24/0. PANEL END JOINTS SHALL OCCUR At SUPPORTS. NAIL PANEL EDGES WITH 8d COMMON NAILS AT 6 INCHES ON CENTER AND 12 INCHES ON CENTER At INTER"iEDIATE SUPPORT UNLESS NOTED OTHERWISE ON THE SHEAR WALL SCHEDULE. BEARING WALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2)-2x8 DR n WITH (U CRIPPLE AND (1) STUD EACH END FOR OPENINGS 4 FEET OR LESS AND (2) CRIPPLES 4 () STUD FOR OPENINGS MORE THAN 4 FEET WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE (2) STUDS MIN. PROVIDE MAX. STUD UNDER WOOD BEAM. SPIKE LAMINATED COLUMNS TOGATHER WITH ibd NAILS AT 12 INCHES O.C. PROVIDE TWO LAYERS OF ASPALT IMPREGNATED BUILDING PAPER AT CONTACT SURFACE BETWEEN WOW 4 CONCRETE WALL SHALL HAVE SINGLE BOTTOM E AND DOLE TOP IE. END NAIL TOP IE 4 BOTTOM E TO EACH STUD WITH (2)-Ibd NAILS. FACE NAIL DOUBLE TOP E WITH (2)-ibd NAILS AT EACH SPLICE, CORNER INTERSECTION, STAGGER SPLICES A MNIM UMI OF 48 INCHES. FACE NAIL BOTTOM E TO (2)-Ibd NAILS. ANCHOR BOLTS: ANCHOR BOLTS TO BE A-301 OR BETTER ANCHOR BOLTS INTO CONCRETE SHALL BE 5/84 WITH 1 INCHES OF S15EDDMENT AND SPACED NOT MORE THAN 4' APART THER>: SHALL BE A MNIMU"i OF TWO BOLTS PER PIER WITH BOLT LOCATED NOT MORE THAN 12 INCHES OR NOT LESS THiAN 4 INCHES FROM EACH END OF EACH PIER A PROPERLY SIZED NUT WITH 3'x3'xV4' E WASHER SHALL BE TIGHTENED ON EACH ANCHOR BOLT TO THE P.T. SILL PLATE Y..IOOD OR 085 UJEB JOISTS: JOIST ARE SHOWN ON PLANS A "TJI' TO BE TRUE JOIST OR EQUAL JOIST ASSEMBLY TO TESTES LNDER 'IBC 2012' TESTING PROCEDURES. COMPLETE JOIST DESIGNS BEARNG THE STAMP OF A REGISTERED PROFESSIONAL ENGINEER TO BE SUBMITTED FOR REVIEW. JOIST MANUFACTURER SHALL PROVIDE ALL SPECIALTY ITEMS FOR A NOI;VIAL AND COMPLETE INSTALLATION OF THE JOIST. GLUED -LAMINATED TIM LAMINATED TIMBER SHALL BE DOUGLAS-FIR/LARCH KILN DRIED. STRESS GRADE COMBINATION 24F-V4 (Fbm2,400 PSI, Fv-165 PSI) FOR SIMPLE SPANS AND 24F-V8 FOR CANTILEVERED AND CONTINUOUS BEAMS. A.IT.C. CERTIFICATE OF CONFORMANCE REQUIRED. GLU-LAMS SHALL CONFORM TO A.I.t.C. STANDARDS in. FABRICATOR SHALL SUBMIT DETAILS AND SPECIFICATIONS TO THE ENGINEER AND BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION. CAMBER 20W Ft RADIUS. OOF TRUSS: TRUSSES TO BE DESIGNED AND STAMPED BY REGISTERED PROFESSIONAL ENGINEER N THE STATE OF WASHNGTON. ROOF TRUSS DESIGN SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION. TRUSSES SHALL BE REVIEWED BY THE BUILDING DEPARiMENT IF REQUIRED. NON -BEARING WALLS SHALL BE HELD AWAY FROM THE TRUSS BOTTOM CHORD WiTH AN APPROVED FASTENER TO INSURE THAT THE TRIM BOTTOM CHORD WILL NOT BEAR ON THE WALL. APPROVED HANGER SHALL BE USED AT ALL CONNECTIONS OR RAFTER JACK AND HIP TRUSSES TO T14E MAN GIRDER TRUSS. ALL ROOF TRUSSES SHALL BE FRAMED AND TIED INTO THE FRAME WORK AND SUPPORTING WALLS SO AS TO FORM AN INTEGRAL PART OF WHOLE BUILDING. TRUSSES SHALL HAVE JOINTS WELL FITTED AND SHALL HAVE ALL TENSION MEMBERS WELL TIGHTENED BEFORE ANY LOAD IS PLACED UPON THE TRUSS. DIAGONAL AND BRACING SHALL BE USED TO BRACE ALL TRUSSES. TEMPORARY SHORWs AND BRACNG OF TRUSSES DURING ERCTION IS THE RESPONSIBILITY OF THE CONTRACTOR TRUSSES SHALL BE DESIGNED FOR A BOTTOM CHORD LIVE OF 10 POP AND DEAD LOAD OF 1 PW. TOP AND BOTTOM CHORD LIVE LOAD DO NOT NEED TO BE DESIGNED FOR SIMULTANEOUSLY. SPECIAL INSPECTIONS: PROVIDE SPECIAL INSPECTIONS IN ACCORDANCE WITH 'IBC 2012' FOR FOLLOWING: REINFORCING STEEL EPDXY SPECIAL CONDITIONS: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS ,AND CONDITIONS IN THE FIELD. ALL DISCiREPANCIES SHALL BE REPORTED TO THE ARCHITECT OR ENGNEER THE CONTRACTOR SHAD. PROVIDED ADEQUATE SHORING AS REQUIRED UNTIL PERMANENT CONNECTIONS AND STiI ENING HAVE BEEN INSTALLED. THE CONTRACTOR SHALL VERIFY SIZE AND ALL LOCATIONS OF ALL OPENINGS N THE FLOOR ROOF, AND WAILS WITH ALL THE APPROPRIATE DRAWNGS. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT REQUIRED INSPECTIONS DO NOT SCALE THE DRAWINGS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LiKE OR SIMILAR CONDITIONS NOT SHOWN, TYPICAL EXTERIOR WALL CONSTRUCTION: (UNLESS OTHERWISE NOTED:. SEE SHEAR WALL SCHEDULE) L SHEATHING: 5/32' APA RATED SHEATHING OR 1M' OAS, EXTERIOR GLUE, EXTERIOR SIDE OF WALL, ALL PANEL. EDGES BLOCKED, NAILING: 0131452142' NAIL 0 VOL.: EDGES AND BOUNDARIES OJ31'4x2V2' NAIL a IV OC.: FIELD. 2. BOLTS AT 3xb SILL PLATE to CONCRETE WITH ba'4 A. BOLTS ® 48' O.C. A. BOLTS TO BE PLACED 4' TO 12' FROM END OF EACH PLATE. ALL A. BOLTS SHALL BE SECURED WITH 3'x3'x'/4' PLATE WASHER 3. NAIL BOTTOM PLATE TO FRAMING BELOW WITH 0.161'4x3112' NAIL 4 6' O.C. AND 'A35' a 32' O.C. 4. FASTEN DOUBLE PLATE TO JOIST OR BLOCKING ABOVE WITH OJ614 TOE NAIL A 6' O.C. S. 8d COMMON: OJ314'x2V2' , fd COMMON' 0.145444" ibd COMMON: 0.161'4x34' HOLD-DOWN 50HEDULE MARK HOLD-DOWN HOLD-DOWN CHORD HOLD-DOWN CHORD FASTENER ANCHOR DIA. ANCHOR EMBED. (LO) ALLOWABLE TENSION LOAD H004 HDU4-SDS25 (2)-2x (10)-SDS 1/4'44' S5%x24 18' 4565 L.B. HDUS RX540825 (2)-2x (14)-SPS 1/4'x2V2' S5%x24 IV 5645 LB. NOTE L CONCRETE STEM FOUNDATION SHALL THE MINIMUM OF BE b' THICK AND F'c ■ 3000 pat. 2. HOLD-DOIUN TO BE MARFACTURED BY SIMPSON STRONG -TIE OR ENGINEER APPROVED EQUAL. REFER TO THE LATEST EDITION OF MFR. CATALOG FOR ADDITIONL REQUIREMENTS, 3. MI'ER TO DETAIL 01/81 FOR HOLD-DOWN INSTALLATION AT FOUNDATION AND SIMLAR CONDITION. DOUBLE 2x- STUD - W/ EDGE NAIL (TYP) SIMPSON 'CNN' (SEE PLAN) P.T. 3x6 SILL IE W/ A. BOLTS PER SHEAR WALL SCHEDULE ° d , 180/8x24' e HDU-4 OR 5 ° (MIN EDGE)• ° a CONC. STEM WALL n'�DU' I-�OLDOUJN STUDS OPENING ONE UP TO 4' TWO UP TO 1' THREE UP TO 12' l6)-16d TO HEADER (TYP) Mod 0 12' OC - BETWEEN STUD (TYP) STUD (2)-16d TOENAIL 0 EA. END (TYP) HEADER (SEE PLAN) USE l2)-CRIPPLES OVER 6' OPENING (TYP) BEAM PERP. TO WALL: bx , 5V2'x : (3) CRIPPLES MIN. UNDER BEAM 4x , 312'x : (2) CRIPPLES MIN. UNDER BEAM TYf=. HEADER- SCALE:�� 1' = 1'-0' 5HEAR WALL 5CHEDULE (16) (n) MAW APA RATED SHEATHING (1) (2) (4) (12) (13) NAIL SIZE 4 SPACING At ALL PANEL EDGES (4) (5) STUD 4 BLOCKING SIZE At ADJONNG PANEL EDGES (3) (6) (14) RIM JOIST OR %XKG CONK. TO TOP PLATE (1) (8) 2x PLATE ATTACHMENT SILL PLATE ATTACHMENT SHEAR CAPACITY NAILING TO WOOD BELOW AA TO CONC. BELOW SILL A At FPN. (9) (10) (15) (18) (11) SEIS WiND W6 15/32' ONE SiDE 0.1484 x 21/2' O 6' O.C. 2x CLIP 0 24' O.C. 0.1484 x 31/4' A 6' OC. WA 3x 310 435 W4 15/32' ONE SIDE 0.W8'� x 212' 0D ' OC. 3x CLIP a ib' O.CAGG;ER. 0.148'4 x 31/4' ® 4' O.C. % (SEE 62.0) O.C. 3x 460 644 W3 15/32' ONE SIDE 0.1484 x 2V2' 0 3' O.C. STAGGERED 3x CLIP 6 12' O.C. OPh'4 x 31/4' A 3' OL. %'4 W. • 32' O.C. (SEE 620) 3x 600 840 NOTES. L INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY. 2. WHERE SHEATHING IS APPLIED ON BOTH SIDES OF WALL, PANEL EDGE JOINTS ON 2x FRAMING SHALL BE STAGGERED SO THAT JOINTS ON THE OPPOSITE SIDES ARE NOT LOCATED ON THE SAME STUDS. 3. BLOCKING IS REQUIRED AT ALL PANEL EDGES 4. PROVIDE SHEAR WALL SHEATHING AND NAILING FOR THE ENTIRE LENGTH OF THE WALLS INDICATED ON THE PLANS. ENDS OF FULL HEIGHT WALLS ARE DESIGNED BY EXTERIOR OF THE BUILDING, CORRIDORS, WINDOWS, OR DOORWAYS OR AS DESIGNED ON PLANS. SEE PLANS FOR HOLD-DOWN REQUIREMENTS. WALLS DESIGNED AS PERPORR4TED SHEAR WALLS REQUIRE SHEATHING ABOVE AND BELOW ALL OPENINGS. 5. SHEATHING EDGE NAILS REQUIRED AT ALL 14OLDM POST. EDGE NAILING MAY ALSO BE REQUIRED TO EACH STD USED N BUILT-UP HOLDOWN POST. REFER TO THE HOLDOWN DETAILS FOR ADDITIONAL. iNF0141ATIOK 6. NTERMEDIA FRAMING TO BE WITH 2x MNIMUMI MEMBERS. FIELD NAILNG 1'1' O.C. 1. BASED ON 0.131'4x1112' LONG NAILS USED TO ATTACH FRAMNG CLIPS DIRECTLY TO FRAMING. USE 0J31x24' NAILS WHERE INSTALLED OVER SHEATHING. 8. FRAMING CLIPS: A35 OR LTP4 OR APPROVED EQUIVALENT. % WHERE PLATE ATTACHMENT SPECIFIES (2)-ROWS OF NAILS, PROVIDE DOUBLE JOIST, RIM OR EQUAL ATTACH PER DETAILS 10. ANCHOR BOLTS SHALL BE PROVIDED WITH STEEL PLATE WASHER 1/4'x3'x3'. EMBED ANCHOR BOLTS T MNIMIM INTO THE CONCRETE. iL PRESSURE TREATED MATERIAL CAN CAUSE EXCESSIVE CORROSION N THE FASTENERS PROVIDE HOT -DIPPED GALVANIZED (ELECTRO-PLATNG IS NOT ACCEPTABLE) NAILS AND CONNECTOR PLATES (FRAMING ANGLES, ETS) FOR ALL CONNECTORS N CONTACT WITH PRESSURE TREATED FRAMNG MEMBERS. 12.1/16' APA RATED SHEATHING (065) MAY BE USED N PLACE OF 15/32' SHEATHING PROVIDED THAT ALL STUDS ARE SPACED AT 16' O.C. 13. WHERE WOODSHEATHNG 0 iS APPLIED OVER GYPSUM SHEATHING (G), CONTACT THE ENGINEER OF RECORD FOR ALTNATE NAILING REQUIREMENTS. 14. AT ADJONNG PANEL EDGES USE A SCCLE 3x STUD FOR WALLS WITH NAILMG SPACING LESS THAN WAA Wb. S. CONTACT THE ENGINEER OF RECORD FOR ADHESIVE OR EXPENSION BOLT ALTERNATIVE TO CAST-N-PLACE ANCHOR BOLTS. (SPECIAL INSPECTION WILL BE REQUIRED) 16. SHEAR WALL SCHEDULE BASED ON 2012 IBC FOR DOUG-FiR LARCH FRAMING iT. A.L. SHEAR WALL TYPES MAY NOT BE USED ON PROJECT COORDINATE WITH FRAMING PLANS. 18. USE SIMPSON %'4 TITEN HD WITH STEEL PLATE WASHERS 144'00 EMBED 3/2' MINIMUM AT EXISTNG CONC. STEM WALL INSTEAD OF % #ANCHOR BOLTS. 1% Sd COMMON: 0.1314'x24' ,10d COMMON: 0J48'4x21/2', Ibd COMMON: OJ6114x31"2' DOUBLE 2x- STUD - W/ EDGE NAIL (TYP) P.T. 3x6 SILL E - W/ A. BOLTS PER SW. SCHEDULE ° a 41/4 : (MIN GE)• • a.ED. LAP 10, ALL BENDS +4 BA . 30 ' MN (SEE PLAN) dm��I•nom d 0. WALL REIN. PER OTHER SECTION 1855/ex24' a ELBOW BAR HDU-4 SAME SIZE 4 SPACING AS HORIZ BAR CONC. STEM ° WALL PLAN 4 s a ' 'HDU' HOLDOWN 02 SCALE: I' = I'-0' (2)-2x6 STRAP W/ EDGE NAIL 3/4' PLYWD. SHT'G -� RIM JOIST (SEE PLAN -J FOR DIRECTION) (2)-2x6 0 STRAP W/ EDGE NAIL 'HDU' BELOW (NOT SHOWN) SEE '011,102 ,'09'. w SIMPSON STRAP 'MST48' (SEE PLAN) d a w PLYWD. SHT'G (SEE SJU. SCHEDULE) m� TYf=. 5TRAF_ SCALE: 1' = I'-fD' •4 NOSING STRUCTURAL FiLL UNDER SLAB a ' 04 a 16' O.G. � Q EACH WAYr I I=111= 3 ()-04 6' MIN. (2) ROWS OF 16d a 3' OC (TOTAL 12 EA. SIDE) TYPO CORNER RE INF, "•.•% SCALE: 1' = 1'-0' CONSTRUCTION JOINT y% N.T.S. NOTE: SLAB JOINTS TO BE LOCATED BY THE CONTRACTOR W/ APPROVAL OF THE ARCHITECT. JOINTS TO BE LAID OUT IN A RECTANGULAR PATTERN NOT MORE THAN 20 FEET IN ANY DIRECTION W/ A MAXIMUM ENCLOSED AREA OF 400 Sa FEET. •' k ' JOINT 0 FILL W/ MASTIC I w, CONTROL JOINT. N.T.S. 'MST 48' ---I I ' (SEE PLAN) - RIM .I. TISTI36' (BETWEEN HDR 4 (2)-2x6) 4 'HDU' 0 MAIN FLOOR _ (NOT SHOWN) SEE 01 'I' I DOUBLE STUD BENT STRAP HEADER HEADER (SEE PLAN) HEADER lU/ STRAP REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 6 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 232016 PERMIIT CENTER iREVISIONS: 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 'A" 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.) ELAN NOTES: I. TYPICAL EXTERIOR WALL SHEATHING 4 NAILING: 15/32' A.PA RATED SHEATHING, SPAN RATING 24/0. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. WITH Sd COMMON NAIL 10 6' O.C. (EDGE) AND 12' O.C. (FIELD). BLK'G REQ'D a ALL PANEL EDGES. 2. 3x6 SILL iE W/ % 4 A. BOLT a 48' O.C. (SEE 51 FOR A. BOLT SPACING PER S.W. SCHEDULE) 4 3'x3'xli4' E. 3. TYPICAL FRAMING SHALL BE FOLLOWS: EXTERIOR WALL: 2x6 Dr. *2 10 IV O.C. INTERIOR PARTITION: 2x4 HR *2 9 24' O.C. 4. ® INDICATES HOLD DOWN (REPEAT FROM 53) 6 MAIN FLOOR (01/51) OR CONCRETE STEM WALL (02/51) WITH MIN. OF (2)-2x6 STUDS. D. VERIFY ALL DIMENSIONS BY GENERAL CONTRACTOR BEFORE CONSTRUCTION. 6. CONTRACTOR'S OPTION TO USE CONTINUOUS FOOTING (b=1'-4', t = 8') WITH CONT. (2)-*4 INSTEAD OF (1)-18'xl8'x10' FOOTINGS (SIM. AS 104/64). 1. CONTRACTOR'S OPTION TO USE CONTINUOUS FOOTING (b=1'-4', t = 8') WITH CONT. (2)-*4 INSTEAD OF (4)-18'x18'xl0' FOOTINGS (SIM. AS 104/54). 8. SEE THE SLAB ON GRADE FLOOR SUPPORT RECOMMENDATION FROM GARY A. FLOWERS, PLLC (PROJECT NO.15-001 DATED NOV. 12, 2015) S. FROM GARY A. FLOWERS, PLLC (PROJECT NO. 15-001 DATED NOV. 12, 2015). ALL FOOTINGS MUST BE EXTENDED TO BEAR ONTO UNDISTURBED TILL SEDIMENTS (GRAY SILT SAND WITH GRAVEL) OR ONTO APPROVED STRUCTURAL FILL. THE UNSUITABLE SOILS ARE GENERALLY ON THE ORDER OF 2 TO 3 FEET THICK PER GARY A. FLOWERS, PLLC (PROJECT NO.15-001 DATED NOV. 12, 2015). FOR FOOTINGS THAT BEAR ON UNDISTURBED MEDIUM DENSE OR BETTER NATIVE SEDIMENTS, OR ON STRUCTURAL FILL REPLACED OVER UNDISTURBED NATIVE SEDIMENTS. 10. FROM GARY A. FLOWERS, PLLC (PROJECT NO.6-001 DATED NOV. 12,2015). STRUCTURAL FILL IS DEFINED AS GRANULAR SOIL APPROVED BY THE GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE THAT 15 PLACED AND COMPACTED IN LIFTS. EACH LIFT MUST BE COMPACTED TO DENSE AND UNYIELDING CONDITION PRIOR TO PLACEMENT OF SUCCEEDING LIFTS. EACH LOOSE LIFT SHOULD NOT EXCEED A MAXIMUM THICKNESS OF 8 INCHES PRIOR TO COMPACTION. IF CONSTRUCTION WILL OCCUR DURING THE WET WEATHER SEASON GEOTECHNICAL ENGINEER RECOMMENDED THAT EITHER TYPE Il MATERIAL OR CRUSHED ROCK BE USED FOR STRUCTURAL FILL PURPOSES. IN NON -INCLEMENT WEATHER A GOOD QUALITY PIT RUN SAND AND GRAVEL MAY ALSO BE USED. 11. SEE GARY A. FLOWERS, PLLC (PROJECT NO.15-001 DATED NOV. 12,2015) FOR OTHER RECOMMENDATIONS PRIOR TO CONSTRUCTION. 12. INDICATES 12' (MAX.) WIDE VENT a 6' CONCRETE STEM WALL LOCATED UNDER WINDOW AND MIN. 6' AWAY FROM 'HDU' HOLD DOWN. �O� 4'-0" ®8 08 Q 103 '��--------------- �'- - '--- -- - QJp`g�1 STH014 N 10� r -I I I I 10'i I I 2'-q.. L J I I -II r I I I I f5EE NOTE #0 I I r � 1 (I)-2x8 I(UNDER W — --J (I)-2x8 F-T--(LMER WALL) r -1 I L J 2x8 0 16' O.C. 101 36'x36'xi2' I I I I W1(4)-*4 EII1. I I I I I II II 11 II I II II b = 1'-411 I I t - all /4' CONC. SLAB ON GRADE I I 108 111104 * 16' O.C. EACH WAY III (2)-2x8 I (SEE PLAN NOTE 08) I I I (UNDER WALL) I I III I 111I b= 1'-411 I I I I I t=a" I I I I 1 1 39,'x3&'x12' I I I W1(4)-+4 EL_\ I I I I - IF I I L -1 �; 106 102 106 I 6TH014 ------� L--- — — — — ------ ---- I- 1---- ---- — --- -- ------ —, b = 1'-4" I I m t - aIII r -1(3)-2x8 (UNDER W LL)r , (2)-2x8 (UNDER WALL) 2x8 IV O.C. I I 104 L J �\ I I 30'x30'xi2' Og � /%VML LNE 105 r I (3)-2x8 (UNDER WALL)( L J I I I I L J I J L--J a'-q" g��o8'-I" Q�11;,<Y ,LUS46' OR 1.qcp�"� 1 HUSC46 (TYP) r- b = 1'-4111?.>IW/ (2)-+4 EW. c 4 11 30'x3O'x12' t = 8"(11 PLACES) �r W/ l3)-•4 E.W. I I (SEE NOTE #1) r � — — b I I ISO I � r r I I J r , I 2x8 0 16' O.C. 2x8 a 16' O.C. 4 2x8 9 IV O.C. r -i r 7 L J A t = a° I�?` m I L J L J L--------- — ----- I 10d� 106 m I I I 102 I® L 18'x18'xi2' W/ (2)A4 EA. WAY 4 4x4 POST W/ 2 s/ 11'-2" 42'-O' 08 �? \"N.4k102 L J I8'x18'x12' W/ (2)-+4 EA. WAY 4 4x4 POST W/ 11P54 1 4 'AC41 t MAIN FLOOR F-RAMING F FOOTING ]INSPECTION (RE: Geotech report prepared for this site.) Over excavation requiring structural (engineered) fill shall comply with recommendations as outlined in the geotechnical report. Prior to requesting a footing inspection, the Geotech engineer of record shall verify the soils condition and provide an inspection report prepared and signed by the Geotech , engineer. Geotech report shall verify that soils conditions including compacted fill shall satisfy specifications as outlined for footing/foundation construction. Geotech engineers report shall be presented to the building inspector at time of footing inspection. 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. /,--\ '-, z/'\ REVIEWD FOP, ECE CODE COMPLIAN WROVED FEB 2, 6 W6 City of Tukwila gUIL-RCI,N,CGDIVIsION �.-,1.'17� D CITY OF TUKWILA FEB 2 3 2016 PERMIT CENTER REVISIONS: CHECK D. s. 5HEET TITLE FRAMING PLANS SHEET S2 �QJp` 20Z W6 (6') (— — — — — — — (2)-2x6 HDR — — — — — — — (2)-2x6 MDR vi QII V zT i/ �I 0 r �I ,J rJ 1 (2)-TJI (UNDER WALL) --- --- —_--21---- %* %* IP 0& W61155') 1 W3(225') 101 OC I 14 (ALT. 1116) TJl 10 * 16' O.C. 14 TJI 360 (ALT. 1116 TJI 560) IV O.C. � I H C� ­% II N II — — J (2)-TJI (UNDER WALL) r�=--- ----- 1 14 TJI 360 (ALT. 1116 TJI 560) 16' OL. II q e II xvo, I M /S/4' T4G PLYWOOD SHEATHING 201 Ike r 2x6 0 N O.C. (2)-TJI (3)-2x10 MDR WALL) two b� II II II II IIIII L a� 14 (ALT. 1116) ru TJl 110 16' O.C. i2 m;eE-F`E8 WOOD TRUSS 0 24' O:G. " stI iy_ 11 � II II � rlstA30' 1011 W3 11 i5') I 1 STHD14 I O = 2x12 STRINGER W/ (3)-ibd t0 EA. STU1� y 2x6 16' O.G. stA30' I I (LANDING) I r II 1 1 14 (ALT. 1116) TJI 110 I6' O.C. II acIII ks xl al N I �� II '•�A� (2)-TJI (UNDER WALL) Q I I I °PCs _zlll 204 a 201 q III III �0� II II II I1� I II 11� _---__ (2)_2x6HDR —_ _-1 1 --g====------J w4 l65') �'S'p 'yp W4 (55') ?�iyd� 202 PL,4N NOTES: I. TYPICAL EXTERIOR WALL SHEATHING 4 NAILING: 15/32' A.P.A. RATED SHEATHING, SPAN RATING 24/0. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. WITH 8d COMMON NAIL e V O.C. (EDGE) AND 12' O.G. (FIELD). BLK'G REQ'D ALL PANEL EDGES. 2. ALL BEAMS AND HEADERS SHALL BE DROP BEAM. 3. TYPICAL FRAMING SHALL BE FOLLOWS: EXTERIOR WALL: 2x6 DF. 02 is IV O.C. INTERIOR PARTITION: 2x4 HF. +2 a 24' O.C. 4. - - _ - INDICATES THE WALLS BELOW 2ND FLOOR (WALLS IN BETWEEN 2ND 4 MAIN FLOOR). ® INDICATES INTERIOR BEARING WALLS (2x(o DF. 02 9 IV O.C.) BELOW 2ND FLOOR (IN BETWEEN 2ND MAIN FLOOR). INDICATES THE WALLS ABOVE 2ND FLOOR (WALLS IN BETWEEN 2ND FLOOR 4 ROOF). 5. W4 (4'-09 INDICATES TYPE OF SHEAR WALL AND MINIMUM LENGTH (IN BETWEEN 2ND 4 MAIN FLOOR). 6. e INDICATES HOLD DOWN a MAIN FLOOR (01/51) OR CONCRETE STEM WALL (02/51) WITH MIN. OF (2)-2x6 STUDS. 1. THE HEADER SHALL BE (2)-2x6 D.F. 02 a EXTERIOR AND INTERIOR WALL (TYP UDN.). 8. LANDING: 2x6 DF. 02 LEDGER WITH (2)-16d TO EACH 2x6 612' O.C. BALLOON FRAME STUD AND 'LUS24' HANGER s 2x6 JOIST. 9. 12'xl2' MAX. OPENING ALLOW a SHEAR WALL: PROVIDE 2x6 W/ EDGE NAILING AROUND OPENING. 2ND FLOOR g LOW ROOF FRAMING PLAN, ScAL E: 1/4' = 1'-0' ►' 6 PL,4N NOTES: I. TYPICAL EXTERIOR WALL SHEATHING 4 NAILING: 15/32' A.P.A. RATED SHEATHING, SPAN RATING 24/0. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. WITH 8d COMMON NAIL 9 V O.C. (EDGE) AND 12' O.C. (FIELD). BLK'G REQ'D 6 ALL PANEL EDGES. 2. ALL BEAMS AND HEADERS SHALL BE DROP BEAM. 3. TYPICAL FRAMING SHALL BE FOLLOWS: EXTERIOR WALL: 2x6 DF. 02 m 24' O.C. INTERIOR PARTITION: 2x4 HP. *2 m 24' O.C. 4. _ _ - = INDICATES THE WALLS BELOW ROOF SHEATHING. 5. W6 (4'-09 INDICATES TYPE OF SHEAR WALL AND MINIMUM LENGTH (IN BETWEEN 2ND FLOOR 4 ROOF) 6. ® INDICATES STRAP 10 2ND FLOOR 1. THE HEADER SHALL BE (2)-2x6 D.F.'12 g INTERIOR WALL (NON -BEARING). ROOF FRAMING PLAN STALE: 1/4' = 1'-v A ►' ,m f ���� u,aWl'a^ik�F;. .w e'M � to-vry«.'°��• REVIEWED FOR :ODE COMPLIANCE APPROVED FEB 2 6 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 232016 PERMIT CENTER REVI510N& NO. I DATE DESCRIPTIONS 0 0 0 D. S. Engineering Consulting Structural Engineers 3121 147th Place SE Mill Creek, WA 98012 T: 425-338-4776 02/lr2a016 ooNa rc sy �+ y F WA f x 0L 83 g Goa �4 Q) e— �J U 0�/ DATE: February 16, 2016 5GALE: SEE PLAN JOR NO.: 16-100 DR4luN: D. S. CHECK o. s. SHEET TITLE FRAMING FLANS SHEET S3 PLYWD. SHT'G y' 2x6 a 16' O.C. I Y �— 2x6 * IV OZ. (SEE S3) loci * 6' O.C. PLYWD. SHT'G led * 6' O C. EDGE NAIL (SEE $3) 3/4' T4G PLYWD EDGE NAIL A/4' T4G PLYWD CPLR SHT'G PLR SHT'G 2x RIM W/ 2x RIM W/ (2)-10d TO (2)-10d TO EA. JOIST 'A35' PER S.W. EA, BLK'G 'A35' PER64 EDGE NAIL SCHEDULE EDGE NAIL SCHEDULE? N `r l2)-04 (2)-04 FINISHED GRADE OR 2x JOIST FINISHED GRADE OR L 2x BLK'G * 32' O.C. 4' CONC. SLAB ON (SEE PLAN) 4' CONC. SLAB ON GRADE (* GARAGE) GRADE l* GARAGE) d W/ led • 4' O.C. P.T. 3x6 SILL fE W/ %'# A. BOLT P.T. 3x6 SILL If' W/ %'# A. BOLT =1 I I (i' EMBED) 4 IEI/4x3x3 PER 62 I=) I I (1' EMBED) 4 1E1/4x3x3 PER 82 *4 * 16' O.C. EACH WAY •4 I6' OZ. EACH WAY z ° (VERT BAR * it OF WALL) z (VERT BAR * 4 OF WALL) � . ° . • I I (—111= 111--1 I (--= � • .: ° . • I I � � 111=1 { I-{ ((= II I00 a d d .a a 4 Q� Q� (2)-04 (2)-04 1'-4' 1'-4' 10� 5ECTION SCALE: I' I'-m' TJI (SEE PLAN) 'l2)-'A35' • • • ' BTWN DOUBLE fE 4 HEADER • ' • • . _. L -j—L--.—!_ 51/z' GLB GARAGE DOOR • . • HEADER (SEE PLAN) W/ 'MSTC28' : I • 'M8TC28' I ; I ; I (3)-ROWS OF 8d * 6' O.C. ' 15/32 PLYWOOD SHT'G W/ S.W. TYPE 'W3' NAILING x (SEE NOTE* PLAN) � BLK'G * MIDDLE . W/ EDGE NAIL 'ST14D14' I DOUBLE STUDS W/ EDGE NAIL 'STHD14' r P.T. 3x6 SILL fE 6' CONC. PIER W/ (3)-04 VERT 6' HOOK * FTG. 4 04 * le' O.C. HORIZ X. —�f- �Q ? cA a v a a d d v.. • � d d - (VAVO A. BOLTLU � (71' EMBED) * MIDDLE (LL W/ 3'x3'x3/I6 fE WASHER . = z� O CONC. SLAB U H •. ON GRADE 4 d. 5ECTION (102 SCALE: I' I'-0' (1)-04 NOSING :a 04 16' O.C. EA. WAY (VERT BAR z F OP WALL) : • 4' CONC. SLAB ON GRADE (SEE 62) ao `nU �� . l2)-04 5' 6' 5' FOOTING 1'-4' (SEE PLAN) 5ECTION SOS SCALE: 1' = 1'-0' 3/4' PLYWD. SHT'G PLYWD. SHT'G (SEE S3) EDGE NAIL (2)-04 - 2x6 16' O.G. F.T. 3x6 SILL B W/ %'# A. BOLT (1' EMBED) 4 M-144x3x3 PER $2 4' CONC. SLAB ON 04 * 16' O.C. EACH WAY (VERT BAR * t OP WALL) 5ECTION 103 SCALE: 1' = I'-0' SPREAD FOOTING 4 CONT. FOOTING I 6O.G. v d a (SEE PLAN) JBOISG1"BIPRY. a DETAIL L TJI SCALE: 1' = 1'-0' X (SEE PLAN) WOOD BEAM (SEE PLAN) 2x6 a 16' O.C. -- SECTION 204 SCALE: i' = r-m' PLYWD. SHT'G -- (SEE S3) EDGE NAIL l2)-loci �i TO EA. TJI 11/4' TRUS JOIST RIM BOARD PER INSTALL $PACIFICATION CONT. PLYWD OPTION SEE '2e2' EDGE NAIL PLYWD. SHT'G (SEE 83) 2x6 16' O.C. 3/4' T4G PLYWD PLR SHT'G (2)-1ed (2)-10d - ((TTYRP)GIST _ 1 ((TTYRPJOIST '— 2x JOIST 4x BEAM - (SEE PLAN) (SEE PLAN) 1 ' 2x6 * 16' O.G. 2x6 P.T. SILL fP- W/ WPOST 'PHhIW-12' * 16'O.C. W/ � � 4 d. vd (2)-1'4 ••d m-1 l$EE PLAN) 5ECTION (104 SCALE: I' = I'-0' 2x6 * 24' O.C. led * 6' O.C. BASE IE NAILING (SEE 63) 3i4' PLYWD. SHT'G 'A35' PER S.W. SCHEDULE `- TJI JOIST (ME PLAN) (2)-8d PER JOIST (ONE * EA. SIDE) F= 2x6 a 16' O.C. 201 SECTION SCALE: 1' I'-0' ad * (0' O C. 2x6 * 24' OG. W/ (2)-l0d TO LEDGER * 6' O.C. ISEE '201' OR '202' 2x6 * 24' O.C. 2x8 LEDGER W/ (2)-16d TO EA. STUD 20� 5ECTION SCALE: I' = I'-fd' -1( I I-1 I PLYWD. SHT'G (SEE S3) EDGE NAIL (2)-l0d TO EA. BLK'G 11/4' TRUS JOIST RIM BOARD PER INSTALL SPACIFICATION 'LTP4' * 16' OC (PLYWO JOINT * RIM TJI CONTRACTOR'S (SEE PLAN) OPTION) EDGE NAIL TJI BLK'G a 32' O.C. W/ led * 4' OZ. PLYWD. SHT'G (2)-861 PER BLK'G (SEE 83) (ONE * EA. SIDE) -•- 2x6 * 16' O.C. 5ECTION 202 SCALE: 1' = 1'-0' y.f 3/4' T4G PLYWO PLR SHT'G d v , d �4 . °,. O FOOTING (SEE PLAN) 2x JOIST (SEE PLAN) 105 SECTION SCALE: I'= I'-fD' -F- 2x6 * 24' O.C. - lod a 61O.C. BASE M NAILING (SEE 83) 8HT'GWD Y. • 2x6 BLK'G UNDER S.W. 'A35 PER SOU. I PLYWD. SHT'G - (SEE 83) EDGE NAIL - (2)-led TO EA. TJI 11i4' TRLIS JOIST RIM BOARD PER INSTALL SPACIFICATION b 40 BEAM (SEE PLAN) 44 POST W/ d i 'AC4' 4 (2)-'A34' - I I I I I I—III-1 11- to ° , .d • ° e I n . v , ..d' 1'-4' SECTION SCALE: 1' = 1'-0' '�— 2x6 * 24' O.G. lod 6' O.G. -, EDGE NAIL -' PLYWD. SHT'G — (SEE S3) GLB HEADER (SEE PLAN) 'S/4' PLYWO. SHT'G TJI JOIST (SEE PLAN) 'A35' 32' O.C. X (2)-8d PER JOIST 1 (ONE * EA. SIDE) J 2x6 * 16' O.C. 5ECTION 203 scaLE: r = r-m' REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 6 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 2 3 2016 PERMIT CENTER REVISIONS: NO. DATE DEemlarlaa 0 0 0 0 D. S. Engineering Consulting Structural Engineers 3121 147th Place SE Mill Creek, WA 98012 T: 425-338-4776 0211612016 OOAyO IL S WASy� 4 I O'PF Rg39$o�'� Ss�ONAL���, r� Q) Q) On C� H W O Of n DATE: February 16, 206 SCALE: 5EE PLAN Joe NO.= 16-100 DiZAm: D.5. CHECK D. s. SHEET 717LE SECTIONS SHEET S4 PLYWD. ROOF SHT'G EDGE NAIL SIMPSON 'H3' PER TRUSS (NOT SHOO N FOR CLARITY) 10d TOE NAIL a 8' O.C. EDGE NAIL—/ 1 �— WOOD TRUSS / a 24' OZ. (SEE PLAN) PLYWD. 8NT'C (SEE 63) 2x6 a 24' O.C. 301 5ECTICN_ SC-1 I' = I'-0' SIMPU N 11-131— PER TRUSS (NOT SHOWN FOR CLARITY) 10d TOE NAIL a8'O.C. PLYWD. SHt'G (SEE SW 4C. EDGE NAIL PLYWD. SHT'G e2x BRACE 2x4 BLK'G (2)-Sd TO 2x4 EDGE NAIL Z2x4 (FLAT) a 24' OC. 1'-6'v W/ 8d a 6' O.C. (MAX) q1 I I �— GABLE END TRU88 SIMPSON '144' a BRACE END SECTION 'H3' a BRACE END 2x4 BRACE a 48' OC. WOOD tRU88 AT 24' O.C. (SEE ARCH) PLYWD. ROOF SHt'G EDGE NAIL '— WOOD TRUSS a 24' O.C. (SEE PLAN) WOOD BEAM (SEE PLAN) 3m2 SECTION SCALE: I' = 1'-0' 2x6 a 24'O.C. (1)-lbd TO EA. STUD 11)-16d TO EA. STUD l4)-8d a 4' O.C. EDGE NAIL PLYUJD. SHT'G a 2x4 BRACE 2x4 BLK'� (2)-8d t0 2x4 + AI 'A35' a BRACE END EDGE NAIL Z2x4 (FLAT) a 24' O.C. W/ 8d a 6' O.C. (MAX) GABLE END TRUSS 1 SIMPSON 'A35' 2x4 BRACE *24 0,5*' I I a 48' O.C. EDGE NAIL WOOD tRUSB AT EDGE NAIL —� SIMPSON 'G(S Bc' O.C. a BRACE END (SEEE O.C. i PLYWD. SHt'G —�- (SEE SW 2x6 a 24'O.C. 5ECTION i O3 SCALE: I' = 1'-0' ad a 6' OC. PLYUID. SHT'G EDGE NAIL 2x4 BLK'� (2)-8d t0 2x4 i 1 PLYWD. SHT'G (SEE 83) ad a 6' O.C. - f PLYWD. SHT'G WOOD TRU85 a 24' O.C. (SEE PLAN) 8d a 6' O.C. GIRDER TRLW (SEE PLAN) — 2x4 (FLAT) a 24' O.C. 2x6 a 24' O.C. W/ 8d a 6' O.C. I I W/ (2)-Sd TO 2x8 BLK'G LEDGER a WOOD TRUSS LEDGER a24'OC. ad (SEE PLAN) fo' O.C. 2x6 BLK'G 2x8 LEDGER 'A35' a 24' O.C. W/ (2)-16d a 24' O.C. EDGE NAIL PLYWD. SHT'G —� �— 2x6 a IV O.C. (SEE 83) 30� SECTION SCALE: I' = I'-0' 30� SECTION RE' V EWED FOR CODE COMPLIANCE APPROVED FEB 2 6 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 2 3 2016 PERMIT CENTER REVISIONS: NO. I DATE DESCRIPTIONS 0 0 D. S. Engineering Consulting Structural Engineers 3121 147th Place SE Mill Creek, WA 98012 T:: 425-338-4776 0211612016 O�ZyO IL Sp,, P� WAS ��4• 0 y 8398 RALG SI�NALti�6, Q) Q) Q) Q) C� C� F- U W O DATE: February 16, 2016 SCALE: SEE PLAN J013 NO.: 16-100 DRAM: D. S. CHECK: D. s. SHEET TITLE 5ECTION5 SHEET S5