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HomeMy WebLinkAboutPermit D14-0213 - OSTERLY PARK TOWNHOUSE - NEW UNIT B-18OSTERLY PARK UNIT B-18 1440234LNS UNIT B-18 D14-0213 Parcel No: Address: Project Name: 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: htto://www.TukwilaWA.Qov COMBOSFR PERMIT 0040000094 Permit Number: D14-0213 14402 34th Ln S UnitB-18 OSTERLY PARK UNIT B-18 Issue Date: 6/10/2015 Permit Expires On: 12/7/2015 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: 144TH ST REO PARTNERS LLC 13975 INTERURBAN AVE S , TUKWILA, WA, 98168 MIKE OVERBECK Phone: (206) 787-0259 13975 INTERURBAN AVE S, TUKWILA, WA, 98168 JMO CONTRACTING LLC Phone: (206) 787-0259 13975 INTERURBAN AVE S #102 , SEATTLE, WA, 98168 JMOCOCL865C4 Expiration Date: 2/24/2016 Lender: Name: WA.CAPITAL Address: 5413 MERIDIAN AVE N , SEATTLE, WA, 98103 DESCRIPTION OF WORK: CONSTRUCTION OF 1548 SF TOWNHOUSE UNIT WITH 360 SF ATTACHED GARAGE. THIS PERMIT APPLICATION INCLUDES MODERATE ON -SITE GRADING FOR BUILDING AND WALKWAYS. PROJECT ON VALLEY VIEW SEWER AND WD #125 WATER. PUBLIC WORKS ACTIVITIES INCLUDE EROSION CONTROL, STORM DRAINAGE, WATER SERVICE DOWNSTREAM OF THE WM. PLAT UTILITY INFRASTRUCTURE INSTALLED UNDER PW13-145. Project Valuation: $206,126.16 Fees Collected: $7,741.29 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Occupancy per IBC: R3 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: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2012 2012 2012 2012 2012 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 50 Fill: 100 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No (,.e'itfro Permit Center Authorized Signature: Date: IP 10 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Nam 4(K2 i?✓>°r �1=G�z Date: Ce Ala l5' This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: 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. 5: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: 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. 11: 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. 12: 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. 13: 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). 14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 15: 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. 16: Prior to final inspection for this building permit, a copy of the roof membrane manufacturer's warranty certificate shall be provided to the building inspector. 17: 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. 18: ***MECHANICAL PERMIT CONDITIONS*** 19: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 20: 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. 21: Manufacturers installation instructions shall be available on the job site at the time of inspection. 22: 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. 23: 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. 24: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 25: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 26: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 27: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 28: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 29: 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. 30: 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. 31: 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. 32: 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. 33: 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. 34: 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. 35: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 36: 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 40: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 37: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2436) 38: 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). 41: 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) 46: For all commercial, multi -family and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of a building and so that no point of a building (around its perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #2052) 47: Fire hydrants shall conform to American Water Works Association specifications C-502-54; it shall be compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" SI:orz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating not. (City Ordinance #2052) 48: Fire hydrants shall be oriented in the direction of fire apparatus access. 49: Hydrants shall not be closer than 4 feet to any fixed object (e.g., fences, parking, building, etc.), with the exception of hydrant guard posts. Guard posts shall be installed around hydrants not protected by curbs, so as to help prevent motor vehicles from contacting the hydrant. The guard posts shall be either steel pipe (minimum 4" distance) filled with concrete or concrete (minimum 8" diameter). Posts shall be 3 feet from the center of the hydrant and shall not be in direct line with any discharge ports. Posts shall be 6 feet long; 3-31/2 feet shall be buried. Painted finish shall be the same color as for the applicable hydrants. The 4- foot circumference around the hydrant will be a level surface. (City Ordinance #2052) 45: Fire hydrant installation requires a Public Works permit. 50: When subject to vehicular damage, protective guard posts or curbs are required around all gas meters, electrical transformers, sprinkler valves and hydrants. Posts and curbs are to be painted yellow. (City Ordinance #2052) 42: "Fire Lanes" shall be identified by painting the curb yellow and a four inch wide line and block letters 18 inches high, painted in the lane, at fifty foot intervals, stating, "FIRE LANE NO PARKING", color to be bright yellow, or by the posting of signs stating, "FIRE LANE NO PARKING", and painting the curb. Signs shall be posted on or immediately next to the curb line or on the building. Signs shall be twelve inches by eighteen inches and shall have letters and background of contrasting color, readily readable from at least a fifty foot distance. Signs shall be spaced not further than fifty feet apart nor shall they be more than four feet from the ground. (City Ordinance #2435) 43: 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) 44: Maximum grade for all projects is 15% with a cross slope no greater than 5%. (City Ordinance #2435) 39: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 51: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 52: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 53: ***PLANNING PERMIT CONDITIONS*** 54: This project was approved by the City's Board of Architectural Review and no changes are allowed without prior approval of the Planning Department, these include no changes to the exterior finishes of the building, landscaping (both design and plant species), site plan, and site finishes. If you wish to make any changes you must submit a written request along with a justification for the requested change and an explanation as to why the issue was not addressed as part of the design review process. 55: All design elements on the building and the site, including landscaping must be completed prior to final occupancy. The city will not allow the design elements to be deferred, instead all items must be completed before final inspection. It is highly unlikely that the city will consider financial guarantee in lieu of completing the work. 56: Individual meters, electrical boxes, and similar equipment necessary for project or building infrastructure shall be screened. This screening shall be reviewed during and inspection by the Planning Division. 57: A wood perimeter fence shall be constructed around the sides and rear of Phase I properties prior to final approval of this permit. 58: Prior to final inspection of this unit, landscaping and irrigation for Phase I of the Osterly Park Townhomes shall be installed per the BAR -approved plans, sheet L-1. 59: A soils inspection is required after amending the soil, but before any plants are installed 60: Prior to requesting a landscaping inspection please provide a landscaping affidavit from the landscape architect, stating that the landscaping was installed per approved plans. Landscape inspection can occur any time after the plants are planted. You do not need to wait until the end of the project to schedule the landscaping inspection. As part of the landscaping inspection you will need to verify that the irrigation system is working properly 61: An inspection to approve the exterior finishes (materials and colors) is required before doing any exterior finish work, to ensure that the finishes approved as part of the design review process are being used. 62: Building -mounted lighting shall be added to each unit to provide lighting in shared garage access areas. 63: The applicant shall call Public Works at 206 433-0179 minimum 48 hours in advance to schedule a mandatory pre -construction meeting with Public works Inspector. 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. Water meter shall be obtained from WD #125. Sewer service shall be coordinated with Valley View Sewer District. 64: Prior to construction, all utilities in the vicinity shall be field located. NOTE: For City of Tukwila utility locates, call 811 or 1-800-424-5555. 65: Work affecting traffic flows shall be closely coordinated with the Public Works Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 66: 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. 67: Any material spilled onto any street shall be cleaned up immediately. 68: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 69: 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. 70: 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 clays. 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. 71: 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. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 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 0502 LATH & GYPSUM 0703 MECH EQUIP EFF 1800 MECHANICAL FINAL 0608 PIPE INSULATION 0609 PIPE/DUCT INSULATION 1500 PLANNING FINAL 1900 PLUMBING FINAL 0101 PRE -CONSTRUCTION 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 TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http:ilwww.TukwilaW A.:zov Combination Permit No. Project No.: Date Application Accepted: Q' Date Application Expires: 0 1, (For office use only) COMBINATION PERMIT APPLICATION — NEW SINGLE FAMILY Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **please print** SITE LOCATION King Co Assessor's Tax No.:OaM 00000 gtj4 $ e Site Address: 3t1 1-°1 7. /WE" t4r/v/ki td/1- 9 l j�j YN/f (j — 6 PROPERTY OWNER Name: /pith i.- l2;0 plq-✓'Fwt', )i L Address: 13174— T,„4„,1rvr1 kit 5. City: TO ictJ,)r4. State: U1 F4 Zip: R ti l6l CONTACT PERSON — person receiving all project communication ,�11 (Mi )IL kedim Address: 134) 7S— f N'rr ure/j /h/.e. 5, City: -rug- 14 State: W4— Zip: itt$i‘$ Phone: .2c 1 , 707, 015-c1 Fax: Y—5,— 67- `f y -(Z Email: /�I�-f l0othed%2l% N�Or4 Mr . lopt GENERAL CONTRACTOR INFORMATION Company Name: 5AtMe 45 Aselic Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: ARCHITECT OF RECORD Company Name: ricer Arch i tec 4..y p JT I d l� �t Architect Name: `1; j3A `rer J Address: ' iv t . tiN 75 City: irk./ � State1: Zip: 18031 Phone:)y2 - �2I . 71') Fax: /, 11 W NIT Email: ,Q � j ENGINEER OF RECORD Company Name: v6 4 y to (je 1I Pi f� � Engineer Name: `? 0C e. Ike_ L * a IN ? Address: piz95 f L ' Ave 5J . City: T Vkrt.J114 State: Zip: igi'i„i Phone: 97, I.( Fax: 2O ? 57 )_ -DI Email: �G V CC. _ New l% (.=""`cRs+ , iu L_+- LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: City: State: Zip: Applications\Forms-Applications On Line\201 I Applications\Combination Permit Application Revised 8-9-1 I dote Revised. August 2011 bh Page I of 4 PROJECT INFORMATION Valuation of project (contractor's bid price): $ la ODD Scope of work (please provide detailed information): ,1D a e. a-, 5; f C �i� A �'f Far p� Mtit"" y.S Per ✓et+t, � C C IS s `� A� 1� /Av Uf/7' �/t'Sr� �f'�-5i7efer /e, 1Pr`01, &A be. 11 ✓f,Jrfi SPNrce S 6 Iw��din� S DETAILED BUILDING INFORAMTION PROJECT FLOOR AREAS PROPOSED SQUARE FOOTAGE 34 te Y 4 --7 6 �y Is'toor 240 Ustitl AS 2vo 2"d floor CY Garage carport ■ 3 (ov --3Cao Deck — covered ■ uncovered cgt Total square footage 1 q 06 / 90 8 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 206-57.5-4407. ) MAD Cd -Att —i• ( f/'5 er rpP EQUIPMENT AND FIXTURES INDICATE NUMBER OF EACH TYPE OF FIXTURE TO BE INSTALLED AS PART OF YOUR PROJECT. MECHANICAL: Value of mechanical work $ CO) furnace <100k btu thermostat emergency generator PLUMBING: Value of plumbing/gas piping work $, bathtub (or bath/shower combo) bidet dishwasher floor drain lavatory (bathroom sink) sink water heater (gas) lawn sprinkler system 3 A*l /' 2- appliance vent wood/gas stove fuel type: ❑ electric 1'gas 12 ventilation fan connected to single duct water heater (electric) other mechanical equipment 0) 3 clothes washer shower water closet gas piping outlets H-\Applications\Forms-Applications On Line \2011 Applications\Combination Permit Application Revised 8 9-1 1. dots Revised, August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION Scope of work (please provide detailed information): Ca11 before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. WATER DISTRICT ❑ ...Tukwila [ ... Water District #125 ra ...Letter of water availability provided SEWER DISTRICT ❑ ...Tukwila ❑ ...Sewer use certificate ❑ .. Highlinc '®...Valley View ❑ .. Renton Ea... Letter of sewer availability provided ❑ .. Renton ❑ .. Seattle At) Izet4D1 . /v. 1frp TIC SYSTEM: ❑ .. -site septic system — for on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. SUBMITTED WITH APPLICATION (MARK BOXES WHICH APPLY): ❑ ...Civil Plans (Maximum Paper Size — 22" X 34") ❑ ...Technical Information Report (Storm Drainage) 0 ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) 0... Hold Harmless — (SAO) ❑...Hold Harmless — (ROW) PROPOSED ACTIVITIES (MARK BOXES THAT APPLY): 0 ...Right -Of -Way Use - Potential disturbance ❑ ..Construction/Excavation/Fill - Right-ot-Way... ❑ -or- Non Right -of -Way.. ❑...TotalCut Cubic Yards ❑ ...Total Fill (CM Cubic Yards E ...Sanitary Side Sewer ]ok e 0 ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control 0...Permanent Water Meter Size 0 ...Residential Fire Meter Size 0 ...Deduct Water Meter Size 0 ...Temporary Water Meter Size ❑ ...Sewer Main Extension Public ❑ - or - Private 0 ❑ .. Work In Flood Zone E-:Storm Drainage ❑ .. Abandon Septic Tank ❑.. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line 54 " WO# 1Z5- WO# WO# ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water x> 2 Jet & (t IL I' ❑...Water Main Extension Public 0 - or - Private FINANCE INFORMATION — THIS INFORMATION IS REQUIRED TO BE FILLED OUT WHEN REQUESTING WATER OR SEWER SERVICE !/ 21) Fire line size at property line (...water in ...sewer MONTHLY SERVICE BILLING TO: Name: )145+ J& f rt- rs ,11C Mailing Address: lei 75 T NA-er ve%.% 1 ✓ e 5 WATER METER REFUND/BILLING: Name: Mailing Address: 25 U,a tP- number of public fire hydrant(s) 0 ...sewage treatment t,,-)A e . I Z e11-` — ✓ol/r7 ✓r,t°t.� Day Telephone: 2667d(G LS l City State Zip Day Telephone: City State Zip H.\Applications\Forms-Applications On Line\2011 Applications\Combination Permit Application Revised 8-9-1 I.docx Revised, August 2011 bh Page 3 of 4 A .TRJS. 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. PROPERTY AGENT: Signature: Print Name: i xe_ Over 6 ec fK Mailing Address: t7S- TNTr1)$B-7J itilc 5 Date: 6 7G G6 Day Telephone: 20 (D ' %8 7. 02 Tv�'w17, kik 6184,v City State Zip H:\Applications\Porns-Applications On Line\2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 4 of 4 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME G 5 'iek . /GGG4i T T PERMIT # t2 I_ l J 0 l Z 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.. �ll 1. APPLICATION BASE FEE 62.50 (1),) 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention 5-0 ' Water/Sewer/Surface Water / 4 d 0 Road/Parking/Access lsPC-/Qiai r3 A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) 00 (4) //5--'a t 5. Enter total excavation volume �O cubic yards Enter total fill volume < e, v cubic yards Use the following table to estimate the grading plan review and permit fee. Use the greater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Upto50CY " 51-100 On 101-1,000 $37. t t 1,001 —10,000 9.25 10,001 — 100,000 $49.25 for I sr 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for In 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for Isl. 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review and Permit Fees $ 7C'J (5) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION, �� v (1+4+5) $ .240440 The Plan Review and Approval fees cover TWO reviews: I) the first review associated with the submission of the appiicationiplan 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 Jan. 2009 1 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) $ �7Vo.00(6) 7. Pavement Mitigation Fee $ 0 (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20-15 (100%) $10.00 15-10 (75%) $7.50 10-7 (50%) $5.00 7-5 (33%) $3.30 5-2 (25%) $2.50 2-1 (10%) $1.00 0-1 $0.00 8. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. (8) QUANTITY IN CUBIC YARDS RATE 50 or less .2 _: 51 —100 ilgOr 101 - 1,000 $37.00 for 1't 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 $194.50 for 1' 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the 1g 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1' 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approved 09.25.02 Last Revised Jan. 2009 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $6,162.05 D14-0213 Address: 3429 S 144TH ST Apn: 0040000094 $6,162.05 DEVELOPMENT $2,406.05 PERMIT FEE R000.322.100.00.00 0.00 $2,401.55 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 $820.59 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $37.50 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $37.50 GRADING PLAN REVIEW R000.345.830.00.00 0.00 $23.50 GRADING PERMIT ISSUANCE R000.342.400.00.00 0.00 $37.00 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $435.09 TECHNOLOGY FEE $146.41 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R5305 R000.322.900.04.00 0.00 $146.41 $6,162.05 Date Paid: Friday, May 15, 2015 Paid By: WADOT CAPITAL Pay Method: CHECK 21503 Printed: Friday, May 15, 2015 4:04 PM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID 579.24 D14- 0213 Address: 3429 S 144TH ST Apo: 0040000094 $1,579.24 DEVELOPMENT. $1,579.24 PERMIT FEE PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R2564 R000.322.100.00.00 R000.345.830.00.00 0.00 0.00 $11.05 $1,568.19 $1,579.24 Date Paid: Thursday, July 10, 2014 Paid By: WELLS FARBO BANK, CASHIERS CHE Pay Method: CHECK 0171600887 Printed: Thursday, July 10, 2014 10:29 AM 1 of 1 RWSYSTEMS JMO Contracting LLC Page 1 of 2 Home Inicio en Espanol Contact Search L&I 1 EMI A-Z Index Help My Secure Iti&I Safety Claims & Insurance Workplace Rights Trades & Licensing 40 Washington State Department of Labor & Industries JMO Contracting LLC Owner or tradesperson Overbeck, Michael David Principals Overbeck, Michael David, PARTNER/MEMBER Overbeck, Julia Dee, PARTNER/MEMBER Doing business as WA UBI No. 603 345 256 13975 Interurban Ave S. #102 SEATTLE, WA98168 206-787-0259 KING County Business type Limited Liability Company Governing persons MIKE OVERBECK License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor ............._........................................................ License specialties GENERAL License no. JMOCOCL865C4 Effective — expiration 02/24/2014— 02/24/2016 Bond Ironshore Indemnity Inc Bond account no. SUR40005200 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 05/27/2015 05/22/2015 Expiration date Until Canceled Bond history Insurance Arch Specialty Ins Co $2,000,000.00 Policy no. AAU1506701 Received by L&I Effective date 05/27/2015 05/27/2015 Expiration date 05/27/2016 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603345256&LIC=JMOCOCL865C4&SAW= 6/10/2015 raINSPECTION RECORD Retain a copy with permit P1 � 0 Z13 �TION 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 T6tSType `11T� /4, PC fih.SJ/ gf,1 spectio h Address: l'-l'(o2 .31( tk- sd, Date Calle Special Instructions: ,4 Date Wanted: -rkl ,/ a.m. p.m. Re qe`este 6Vcrt,02SA Phone No: %Approved per applicable codes. Corrections required prior to approval. COMMENTS: *c.1 Fr ktc7 ( Inspector: Date 2.ts, 6 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 PECTION 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 1)/y az/3 Pao. Z: Type of n ction: (, , Pt dr s : 3 (411(42_Jr,Date Calle • Special Instructions: niti Date Wanted: �(� �i1 a.m. p.m. Requester: Phone No: Approved per applicable codes. orrections required prior to approval. COMMENTS: rr 6 ( krd f-- O/cc /`al//We„. `/�1- D l'%'kid rl(% (4kt-�'/ 7 c 7.4 ,� V f2:-) cootfi GtI ovs- liczlid !mil/ 38 rr / _3 y'7o % (.Yc S qL1 1 A dI z--N t=u. A.ds,, itr Inspector: 4 Date: 3 _ n 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) 431-2451 Project:�^t_ r- eiiv 'I y � ' j swA.t i'I hC% - Type of Inspection: �rizu e dire $14 C... / Address: i Date Called:I Special Instructions: Date Wanted: a.m. p.m. Requester: P fieNo: z. • rd''per applicable codes. Corrections required prior to approval. COMMENTS: / In- .1I' "" �/�j 0 4. . '�..�. lf/,}/..--/f c frii !:' ie, �rL ry ' • t ���Kla'47 N a:. UEi iAvi r i r� y ! .✓ ' ,7*p &'t \ j'j�. p�!/j!},,f t" 1 C Date: REINSPECTION FEE REQUIR, 1. Prior to next inspection, fee must be paid at 6300 Southcenter 13t1.. Suite 100. Call to schedute reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. P RMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., *100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: OPftbly lTiviL --Fiwahr9ettic Ty e of inspection: NM rAl f;/ Address: Date Called:�J W%1 `i. ° Special Instructions: Date nt 3 g /l� a.m. P.m. 'Requ stte�: ' OV' Phiei N Approved per applicable codes. F Corrections required prior to approval COMMENTS: limo old slprvbs 4(> . (-f v /( dr- Mrf in 6 cod 41 nod 7At,, ad6d • Dal//c// ri REIN PECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Callao schedule reinspection. INSPECTION RECORD Retain a copy with permit y-0zi3 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (2Q6) 431 3670 Permit Inspection Request Line (206) 438-9350 t3 Fr pt_ Project: Tbwu /0k� Tyya of inspection Q FFF A duress: 1111102 31 k Gam, Ise,. ), Date Called: 1 Special Instructions: 1 Date} �/an `t4 a.m. p.m. Rem t 0 ✓e4 e ck Phone No: Approved per applicable codes. 17,ICorrections required prior to approval. COMMENTS: Rsk !ev®1— 6 r, pv 0 t/ ( de, l � Orfrqh i ®ja.fray ;2) h,,,v c ( cop ; �.�o � 4 t ,,,,d j (r- L✓ q eA- F(a 0 fr ,1s &-� +X f tut d ev� a& --LC (9 114 Krik ; (el irprottot e ''"'l ( V L- (vs _c-i (®Al Inspector: T � Date '- (8 C REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 744-----1 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 PI Li- c(3 Ph JkL � TypeInspection gct ' .i Address: 1 q cot 3c'tit Cake -Jo , Date Called: pecial Instructions: A Date Wanted: 3—t0 _16 a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. C MMENTS: Inspector: zrc Date: 3 n !6" REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit NV- bzf3 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Prole ` - . pL LA* Type of Insnpekction: afro/TO (fie A dres : y o 2 3� ot Goyt�k, Date ale(f - tS— I SiLcial Instructions: 4' /w 1 CQ(( Ry3 / 1ihr 'o f-miL, Date Wanted: 3-7—/6 a.m. p.m. Requester: p ve.`-be.k ,ur -e Phone?NA. - 7 5 7 ` Q ?i- / 1F1Approved per applicable codes. E Corrections required prior to approval. COMMENTS: Inspector: ‘ei 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 p1 y-Q zl3 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 r (206) 431-3670 Permit Inspection Request Line (206) 438-9350 (oaf f (�e_ P ect: `1°wk Gto w� - Type of Inspection: t P��ta ra 7 4 / Add ess: j i' 110 z 3q of Gute- J0 Date Called: Special Instructions: /1"" 1 I_ 1 d: Date Wanted: 3 '- a.m. p.m. Requester: Phone No: Approved per applicable codes. 1.._.J Corrections required prior to approval. COMMENTS: Inspector: Date: Q T REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. rc INSPECTION RECORD Retain a copy with permit ECTION N0. PERMIT NO. PPI -°zl 3 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ''/ (?�6) 441 367p kPermit Inspection Request Line (206) 438-9350 /�'1�1't C(/(( Pr16 o'e'ct/: 'A,{',, � Type of Inspection:_r 1 IV& Address,.• i GZ 3 t j' La cee- S6 . Date Called: Special Instructions: A J,/ A-(1 Date Wante 3- / I6 a.m. p.m. Requester: Phone No: ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: Atedek f f( 1 °f O:, frav(k'`f P I ( a rI ?v4 cep avokolofl6 VPvt_-r' Inspector: rc, Date:_7_(b C 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 Project: i p Type spe ' : /_ / .._— G/' Address: z es ? 4 �te Called: / Special Instructions: Date Wanted: / .m Vim• Requester: Phone No: pproved per applicable codes. Corrections required prior to approval. COMMENTS: Asara),..,( • Inspector: ✓ (7��r� Date: l l V-// REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSP CTION NO. b M- o?-i3 :- INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 e Pry 5ier k -f het Type f n pe on: f A�idr�e;s� a q- r f L r f\(,r l�V y`� (� Date Called: r Special Instructions: . Date Wanted: a.m. jb� ��—� p.m. Requester: Phone No: pproved per applicable codes. Q Corrections required prior to approval. COMMENTS: /VA- e 0 4 rivet- zs 4/ Inspector: Date: l 'l. REINSPECTION FEE REQUIRED. Prior to next inspection. fee rfnust be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSNO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION uC 1�1I-0?4 3 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 43'I-3670 Pec : 0Y �Q Typrr l. specti( Qcs' 1a d ress: / LI (6Z- 3 Y CArkeio . Date Called: s Instructions: /�41o_ Date Wan d:�(r a.m.Spe p.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. MENTS: Inspector: Oate: 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 Pt1-07,t3 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr8.5 iy (ktr t Type f In of : A dr s 314 fit (�' k Date Called: Special nstructions: �//� '"l Date anted: I0-1^fr a.m. P.m. Requester: Phone No: Approved per applicable codes.Corrections required prior to approval. COMMENTS: ✓-W"'C ( k /A0 " V c h V i, /y] ✓ 1p 1 D if v,-1—p trQl 1� c c r A t` r frV1(kriP5 Ilk — OPC Inspector: Date:(© _ 24 (5 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit t-C2/3 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Proj`� 1 fr� (C.. �ction: n( ` Ty& pCalled: ly dd etto ( 6z Ill C<ce,1a� Date Instructions: mibSpecial Date Wantgd•� _ 1 " !mil �T a.m. p.m. Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. OMMENTS: Inspector: Date: (O-2./ l3- 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 IN - 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: �x ���� Type of�Ins�pec�C �1 Address: ( lq 0z 3 H rt.. /4t,e. fo, Date Called: V Special Instructions: �-� Date Wante : c— 10 — 6 —IS— J a.m. p.m. Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: &4rl— a K c eiW0 ti (de, , a CS eACit etid a l'C.. de-GK J v r 1 2-L4 Z js kise4--- b eo I`€c ifft cF } fi-r�-- s (,..tik kA4-- It' k— o c s�ak-�9arje, s s y r c wt hoc c, A4 , �3 c o c t--f (ems 1-sLicrQc,( - -_rt& 7 � l a s 1COiIfr e rlfry a-c-ro s I3$, kk Y-c=t-' @ 24C wrt Cs ivds rA m clay- e kcii- 3 Pci ( rs G try cu gx/ ,SGi-b A CC!l 1 fgr re- cr t-spe eA Inspector: Ac . Date: /0��-- n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. J INSPECTION RECORD Retain a copy with permit TION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION I)ly-6243 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: riefly n !^k T I of O� /t ' PYiu�/r A�dr ss I `1 qo2 )t ( G€uA eJa, Date Card: Special Instructions: kM Date Wanted: t0--("(X a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: e Date:(0 .1 3 _ ( - n 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 Oft(--dr3 PECTION 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: Net-fr Park Type of Inspection: floc � .� P(c( r b<p Address: rygaz 3Wc410e�Jd. Date Call Special Instructions: 4M Date Wanted: /c' _ (J-- (I- a.m. p.m. Requester: Phone No: Approved per applicable codes. laCorrections required prior to approval. COMMENTS: ) 41) W v Gt.6i-- q--, Pv( I LC Q a b% (e � ( o� r ( k (J ia; et ? i- v 1--- S ÷e, O( RO lA)ct ti-kidr. 4:91vA 1 P176 or o qfl 0 fi @ V O or 1oca t ate. v.tiortr‘ a 0-(14,kek, a> _ (`/C ,I4 6.01(l 'r re-o^Sile-Ckk t &I Inspector: fc., Date:A 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 0. pry--0 2i3 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 r (206) 431-3670 Permit Inspection Request Line (206) 438-93506w rt. (qc Project: p IY / Vt. Typ of Inspection: l�oilh—st,_Gas free Date COW: Apr � "I d Z g r Special Instructions: /PI Date Wan —"Ifs �� a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: r.C., Date !'7 ' ` / (� 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 -l3 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350*L (206) 431-3670 PIoSniel y Type of Insp ctiQn: Address: 1VH02 3`f 14 L A_ Sio. Date Cal d: Special Instructions: � Date W�t� � `�s a.m. P.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. OMMENTS: 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 DILH2J3 Project: Type of Inspection: g-1A?-n--1 Address: l (-{H D2 .W kit) S Date Called: Special Instructions: Alt) Date Wanted: D^ 1 —JL a.m. p.m. Requester: Phone No: Approved per applicable codes. .Corrections required prior to approval. COMMENTS: TefryA 0410' ;Me dVc rr 44/4-(4) l�csdx Inspector: eae, Dat 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 h/Ll-2r3 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: Type of nspection: (AM I SP% &Mt' 1_ / S he4t- l'L Address: f d23W LAI Date Called: Special Instructions: Date Wanted: 5-/ Z- /,c- a.m. P.m. Requester: Phone No: EApproved per applicable codes. u Corrections required prior to approval. COMMENTS: S'Aritut_ Inspector: rig/ C 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 DILL-o213 Project: Type of Inspection: WO kinextivil 1 S Address: /01 U2— _(/)th /,t� Date Called: Special Instructions: ,44i Date Wanted: ? / /-/S a.m. p.m. Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: Pie eecA l I f c7'L-,S► Inspector: Date• REINSPECT N FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. (4) 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 Pro045ec // rat Ty e of Inspection: �or 6Ineclul Address: / Y4/023014-12w Date Special Instructions: //�m,,�� Am gtq Date Wanted:'�-4 Y-1 a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: `L- E Z Inspector: Date: ¥-71n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. AV INSPECTION NO. INSPECTION RECORD Retain a copy with permit 61y0z13 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: T of Inspection: keecs ie -L Address: /4"/off WA �C 's' Date Called: Special Instructions: 0118 'G o Date Wanted: a.m. p.m. Requester: / G—c— Phone No: 206 7 g l o25 'i ❑ Approved per applicable codes. vi Corrections required prior to approval. COMMENTS: Inspector' , Dat n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. lJ 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 �11-02►3 Protect: e r 1 r .��`� Tyo (AKf nspe S ( b Address: !y tic C J f Date Called: Specia Instructions: �/i41 Date Want: io (7 « a.m. p.m. Requester: Phone No: Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: e retsetr aci-k‘ct-e/4. cotie ikt Tev-coti- feofirky Inspector: Date:/ _ 33I.J 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 SPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project; 5STer1 (fay t Type,of Inspecti � k c,/o r � Address: [H Ltd 3(ifik sr Date Called: Special Instructions: f/14 Date Wanted: - Cr- m. PAL gy ReInetVe 0 vQrk �� Phone No: pproved per applicable codes. E Corrections required prior to approval. COMMENTS: iI%0 (kywv:)\-s Sc r f e. 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 by -I- oat 3 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project nQ�� Type.ef sspection: cde Address:vqc ti � 1\`, IG. Date Called: SrpeecialIIn Instructions: Date nted: — �� a.m. P.m. Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: (cQs1 Inspector: Datei^24-�1... REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. re INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 _ Project: !' ( Type I spectionl ( 1 Ad ct Date Call d: Special Instructions: Date Wanted. Q _ a.m. 62�(V t5.— P.m. Requester: Phone No: 7IMMENTS: o�Ce% f- t C1Arise((4l ! Approved per applicable codes. El Corrections required prior to approval. Inspector: _ Date6 _ (8 n 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 NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: home j ) 'ro' w home-g �.tu; A' \3) 2 Ty off Inspection: s5 Address: 1 /f /70c Suite #: L 4 t^ 5 Contact Person: Special Instructions: Phone No.: V.-19P roved per applicable codes. Corrections required prior to approval. COMMENTS: Nfr 000- 6 - ' oat L..v64.,4 i `a s kJ 1- r-< _ Pe K e I-. -- S' YO_--oi Cow st-- Ole-- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Az) .. Date: H $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 314/14 T.F.D. Form F.P. 113 INSPECTION RECORD: Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:. 0 -\--(2 1 ?Pciz-k grA Type of Inspection: (— 0 itkit. , . ( r-e_ 4- I ith4 L Address: 1c2 Suite #: 3 k-`- ),� 5 8-1 Contact Person: ' Special Instructions:, Phone No.: FIApproved per applicable codes. Corrections required prior to approval. COMMENTS: 11) AC_ p<< Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: " I,,, <;, 3'- Date: g f jy // Hrs.: ' i $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 S 1 i 1) t) () W-ASHINGTON STATE UNIVERSITY 115 EX I LNSION ENERGY PROGPAN1 Duct Leakage Affidavit (New Construction) Permit #: }, House address or lot number: / e7 4O City: -1J/4t I 1-4 Cond. Floor Area (ft2): /S7 8 0)-13 Zip: 78/ 498 Source (circle one): Plan Estimated Measured ❑ Duct tightness testing is not required. The total leakage test is not required for ducts and air handlers located entirely within the building thermal envelope. Ducts located in crawl spaces do not qualify for this exception. y►�C dL e! osi Air Handler in conditioned space? ayes ❑ no Air Handler present during test? 51 yes ❑ no Circle Test Method: Leakage to Outside Maximum duct leakage: Post Construction, total duct leakage: (floor area x .04) = 6' CFM e@25 Pa Post Construction, leakage to outdoors: (floor area x .04) = CFM@25 Pa Rough -In, total duct leakage with air handler installed: (floor area x .04) = CFM@25 Pa Rough -In, total duct leakage with air handler not installed: (floor area x .03) = CFM@25 Pa Test Result: 5- CFM@25Pa Ring (circle one if applicable): Open Duct Tester Location: 4, iZ..kFt.in„i✓ 1 3 Pressure Tap Location: 5' 1 certify that these duct leakage rates are accurate and determined using standard duct testing protocol. Company Name: Roscoe's Home Energy Services Technician Signature: f�mtGcc Date: , 9 if /c ,2D/(, Phone Number: 253.208.4765 Technician: Roscoe G. Dav Jr. RECEIVED CITY OF TUKWILA MAR 18 2016 PERMIT CENTER 1�vU City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director March 31, 2015 Mike Overbeck 4620 S 148th St Tukwila, WA 98168 RE: Request for Application Extension Osterly Park Unit B-18 — 3429 S 144th St Dear Mr. Overbeck, This letter is in response to your written request for an extension to Application Number D14-0213. The Building Official has reviewed your letter and considered your request to extend the above referenced application. It has been determined that the City of Tukwila Building Division will be extending your permit application an additional 180 days, through October 10, 2015. If you should have any questions, please contact our office at (206) 431-3670 extension 1. Sincerely, Bill Rambo Permit Technician File: Permit D14-0213 W:\Permit Center\Extension LetterskApplications\2014\D14-0213 App &tension Letter #2.docx 6300 Southcenter Boulevard. Suite #100 • Tukwila. Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Dear City of Tukwila, 3/24/2015 RE: building permits D14-0213 Osterly Park Unit B18 MTVWaft TtliffOLA MAR 24 2015 "'TER I am requesting an extension on my building permit because I have been unable to pick it up because the planners are requiring me to get City council final approval that I have turned in all requested conditions for prior to me picking up this permit. I thought I was going to be allowed to pick up the first permit prior to that but now am being told that is not the case. I hope to have City council approval for Final subdivision as fast as can and be in to pick up my building permit at that time. Thank you Mike Overbeck Osterly Park Townhomes Request for Extension # 2 E Current Expiration Date: —10-13 Extension Request: y Approved for fed days _ Denied (provide explanation) Signature/Initials Vr City of Tukwila Department of Community Development March 5, 2015 Mike Overbeck 13975 Interurban Av S Tukwila, WA 98168 RE: Application No. D14-0213 Osterly Park Unit B 18 3429 S 144 St Dear Mike Overbeck: Jim Haggerton, Mayor Jack Pace, Director Permit application D14-0213 for the work proposed at Osterly Park Unit B 18 (3429 S 144 St) has not been issued by the City of Tukwila Permit Center. Per the International Building, Residential, and Mechanical Codes as well as the Uniform Plumbing Code and/or the National Electric Code, every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of Comments Out and is due to expire 04/10/2015. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is completed for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that your permit is not issued, we do not receive your written request for extension, or your request is denied your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, 1)L0 Bill Rambo Permit Technician File No: D14-0213 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director January 5, 2015 Mike Overbeck 4620 S 148th St Tukwila, WA 98168 RE: Request for Application Extension Osterly Park Unit B-18 — 3429 S 144th St Dear Mr. Overbeck, This letter is in response to your written request for an extension to Application Number D14-0213. The Building Official has reviewed your letter and considered your request to extend the above referenced application. It has been determined that the City of Tukwila Building Division will be extending your permit application an additional 90 days, through April 10, 2015. If you should have any questions, please contact our office at (206) 431-3670 extension 1. Sincerely, Bill Rambo Permit Technician File: Permit D 14-0213 W:\Permit Center\Extension Letters\Applications\2014\D14-0213 App Extension Letter #1.docx A2/1/1 Q....sl........ s.... D..,.l,........1 Q...s., Ail fill T..1....:7.. II/ --L.___.--- 110100 _ n/_ ___ _ n/1L A71 o!^vn _ ,-, not AO 1 oii, Dear City of Tukwila I am requesting an extension on my building permit D14-0213. It is for Unit B18, I also am aware that I need to submit the concurrent application for unit B19, as they are the same building and will be doing that in January. Due to weather and questions about my final subdivision I am going to request a meeting with the planning department as well. I would like to get this permit issued (the first building only) as there are concerns about the timing of instillation on Sidewalks and the survey also has concerns about checking foundations after they are installed for accuracy before final subdivision. If possible can I be granted more time to figure these issues out? Thank you Mike Overbeck 4620 S 148th st Tukwila WA 98168 206-787-0259 Request for Extension # 1 Current Expiration Date: 1-10— LS Extension Request: Approved for ❑ Denied (provide explanation) days 05081/110 101filf (" UKWILA IDEC 8 z 2014 wow coma Signature/Initials City of Tukwila Department of Community Development December 5, 2014 Mike Overbeck 13975 Interurban Ave S Tukwila, WA 98168 RE: Application No. D14-0213 Osterly Park Unit B 18 3429 S 144 St Dear Mike Overbeck: Jim Haggerton, Mayor Jack Pace, Director Permit application D 14-0213 for the work proposed at Osterly Park Unit B 18 (3429 S 144 St) has not been issued by the City of Tukwila Permit Center. Per the International Building, Residential, and Mechanical Codes as well as the Uniform Plumbing Code and/or the National Electric Code, every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of Comments Out and is due to expire 01/10/2015. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is completed for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that your permit is not issued, we do not receive your written request for extension, or your request is denied your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, ,f00,Q4 J nife Marshall Pe t echnician File No: D14-0213 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development August 07, 2014 MIKE OVERBECK 13975 INTERURBAN AVE S TUKWILA, WA 98168 RE: Correction Letter # 1 COMBOSFR Permit Application Number D14-0213 OSTERLY PARK UNIT B18 - 3429 S 144 ST Dear MIKE OVERBECK, 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: PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • 1. Applicant shall submit: a) Valid CERTIFICATE OF WATER AVAILABILITY from Water District #125, b) Utility site plan showing how townhome Unit B 18 will be connected to water, sewer and storm drainage. Also show foundation drains connection to storm drainage system. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. D14-0213 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COP'. PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0213 DATE: 3-30-15 PROJECT NAME: OSTERLY PARK UNIT B18 SITE ADDRESS: 3429 S 144TH ST Original Plan Submittal X Response to Correction Letter # 1 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division ❑ / *- Fire Prevention Structural Planning Division ❑ Permit Coordinator 711► PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 3-31-15 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 4-28-15 Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0213 PROJECT NAME: OSTERLY PARK UNIT B18 SITE ADDRESS: 3429 S 144 ST DATE: 07/10/2014 X Original Plan Submittal _ Response to Correction Le er # Revision # _ before Permit Issued Revision # after Permit Issued DEPARTMENTS: r IWL ` 2i (L Building Division If 63$ Corm 'lo-'t'A Public Works Aun Aux - Fire Prevention II Structural Planning Division in Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 07/17/14 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required JJ (corrections entered in Reviews Notation: e lyetcr; Approved with Conditions Denied (ie: Zoning Issues) R"nt-clnec� DUE DATE: 08/14/14 REVIEWER'S INITIALS: DATE: Pernik Center Use Only CORRECTION LETTER MAILED: V Departments issued issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW Staff Initials: VNL 12/18/2013 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov I ECEIVfl CITY OF Tt,. - ,�A IAA 30 2015 PERMIT OE$ Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 3 (301;61 c ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued — El Revision requested by a City Building Inspector or Plans Examiner Project Name: C)5'Fet (\ %.'k Qii0/1/ 614 C. $ Project Address: 392- - 3 112- ( S. I y ( $'t (WA477 6 qg/60 Contact Person: (1 Ke Otte'' I3E k Phone Number: 206' ' 797. o z 5- Summary of Revision: l) fovtidk iS Prtroi- 5ec I etier- Pray, IJ ?� Sew e✓— — Se. 3N1 fetIC/C111,N4 r 5.) W ks A: i I; f — rev Plan Check/Permit Number: b (9. 0 21 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: M eC CVc.A.1SoN(\Sn Entered in TRAKiT on t 160 Pe I' f i..R,�" "1t :- '.Alf - t t- r ?i yiUf13,91 ,PlPF'. i,11_ili a,�l . 5 1 +_tt"� ': 1.; 1 H'V(:, PiAq FOOTING INSPECTION (RE: Geotech report prepared for this site.) Over excavation requiring structural (engineered) fill shall comply with recommendations as outlined in the geotechnical report. Prior to requesting a footing inspection, the Geotech engineer of record shall verify the soils condition and provide an inspection report prepared and signed by the Geotech engineer. Geotech report shall verify that soils conditions including compacted fill shall satisfy specifications as outlined for footing/foundation construction. Geotech engineers report shall be presented to the building inspector at time of footing inspection. IDENTIFY LOT LINES Lot lines shall be established on site and made visible to verify distance of building setbacks the from lot lines, at time of footing/foundation inspection, prior to pouring concrete. A survey may be required to verify lot lines. PLEASE NOTE: Setback(s) shall be calculated and measured from the buildings finish face or corner of the building nearest the property line and not necessarily measured from the exterior foundation. 351- 3$ ffx1',eiy1t t ut R314.3 Smoke alarms. Smoke alarms shall be installed in the following locations; 1. In each sleeping room. 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. 3. 'On each additional story of the dwelling, including basements but not including crawl spaces and uninhabitable attics. When one or more 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 will activate all of the alarm in the individual unit. The alarm shall be clearly audible inn all bedrooms over background noise levels with all intervening doors closed. R314.4 Power source. In new construction the required smoke alarms shall receive their primary power from the building ` wiring...wiring shall be permanent without disconnecting switch...when.primary power is interrupted, shall receive power from a battery. • R315.1 Carbon monoxide alarms. - \ For new construction, an approved carbon monoxide alarm shall be installed outside of each separate sleepin area in the immediate vicinit of the bedrooms in dwelling units and on each level of the dwelling and in accordance with the manufacturer's recommendations. R315.2 . Where required.. Existing dwellings shall be equipped with carbon monoxide alarms in accordance with Section R315.1. An inspection will occur when alterations; repairs or additions requiring a permit occur, or when one or more sleeping rooms are added or created. Exception: Owner -occupied detached one -family dwellings legally occupied prior to July 1, 2010. R315.3 Alarm requirements. Single -station carbon monoxide alarms shall be listed as complying with UL 2034 and shall be installed in accordance with this code, NFPA ,720-2012 and the manufacturer's installation instructions. 0 RECEIVED CITY OF TUKWILA JUL 1 0 2014 PERMIT CENTER • a tZa P.1.( fi:•- .,a_ • r' i 3, . �. 1 6 . AVai ,. pp . • l' .4fN.r.) 1P -1.) • R ✓t't: frl L..i � f oos FILE COPY 12 COW 51. Permit No. D 14-D2f3 kid, MI5 •DI bB Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and c itions is acknowledged: By:�, Date: CP City of Tukwila - BUILDING DIVISION PLANNING APPROVED No Changes can be made•to these. plans without approval from the Planning Division of DCD Approved Brp,04,11 . � Date: O f flAs SEPARATE PERMIT REQUIRED FOR: ❑ ecbanical 13 Electrical ❑ Plumbing ❑ Gas Piping City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior- approval of Tukwila Building Divition. NOTE: Revisions will require a new plan submittal and may include additional piarireview fees. fF �1 -Ai S"lTl' €i (tom +-' t?r f"! F ��Ni;,� ,M ��.,t w4 li;r f t i �- 4 �.+� j F i!C i '�`I • yM..L3 v'ri.''1 ,.�¢%�+'.. 5 A // ') LO. •r -W . i`4Jf)i\I'4 �}Pt,:(4' • 1:75N1::{41:17:,1.4: tls-14:21.; fJr tt1 51 '.i:v17� lrt a'.�;i'. 4>- t O V`'f It1 Fr i;`.a. >`o NL) = t As'if�i -gAtiu41f!-k" 5e?,-;'.01 f;012;e1,11,Pit•Plitt:144-7P.. .551:41 ce.-'7463-1.4)-.11-B,mc:!caryiTAft-5 I: ib,'rif !"F r s a r lei • • 22670t S'Ts' • 4.° ;- 4 M..�;. 3p• • - -4 `c 15`lb - . 6 4' `t? *p, i HA\I 2.1� 464 RAV 1t to: 10" REVIEWED FOR CODE COMPLIANCE APPROVED JUN 0 9.. 2015 137, f.pt.,,A to `; "(' 2150 1: PQ " 2 35 1."18;10 :4 .70 Toeo Istp 140i Ketz,tikiP 2100 20 fi 73,61 6451.T it 1,0 Height RECEIVED CITY OF TUKWILA MAY 1 5 2015 PERMIT CENTER RECEIVED CITY OF TUKWILA JUL 1 0 2014 GLAZING SCHEDULE ROOM WINDOW RECEIVED CTY OF TUKWILA MAY152015 • PERMIT CENTER RECEIVED CITY OF TUKWILA JUL 1 0 2014 REVEVED FOR CODE COMPLIAN APPROVED JUN 09 2 BUILQING DIVISN .CONFORM TO THE 406 l'I •TERNAT I OVAL BSIDENttAL OWE MM.-COMPONENTS A$ REWIRED SUBJW To' 2005 INTERN]LE n l' AL 801 I ► G COE ADOPTED BY CITY i# A Y WW1, 0120: DeSM LEAS LIVE LOADS ROOF (SNOW) 25 PSF FL€S (RESIDENTIAL) 40 PSF SNOW Lox) DESIGN DATA: Pg - 20 05f, At = 14 P5t', Co 1,0, 1s w 1,0, Ct 4t 1.0, Vilt40 DESIGN DATA; BASI C WIND KO SPEED: WI ND t<t •TANCE F ACTOR. WITS EXPOSURE: TOP 'H•1 CAL FACTOR: I NTERNAL PRSSuRE{ iOEiH#C _i t 7 C0 4T/> LADING WINO PRESSURE: EAR Tf? AKE DES GN DATA: SE 1.SMI C 1tTAANC'E F'AVM: $PEON AL RESPONSE AC-CELERAT I Cam: Y SI YE CLASS: SPECTRAL RESPONSE COEFF I CI EN'1S: SETS CC 0ES1- N OATEG Y: BASIC FERN RMSTING SYSTEM;: ES'101 BASE ,SEAR: RESPONSE -MONI 1CAT ION FACT R; A"MALYSI S Eabt;iRE: 85 P H •(,3-SECOND ,GUST) 1w1.0 EXPOSURE B Kzt=1.0 GCpI - 0, tS P(C) = 25 PSF I = 1.0 Ss = 1.47. S1 µ0.51 SITE CLASS 0 SOS = C . EIS SO1 = 0.51 SE•I SM1 C #3ESIGet CATEG0Y 0 BEARING .'ALL.. SYSTEM R = 6.5 (L I CHT FRANE WALLS) EQUIVALENT LATERAL FORCE ALL SCHEDULE MAY. fyt INSTILLS ti 1' ,t IALL1 :` # 1 C tL t1 i;. L -PAta: S.11:m/ CKEC ;hill,' 2" tk 3 : £r :I '}' t ' ii:`-,• .t 5: a FRAFRAMING, M.AS P•ttrcitG i tifilL,% f'1?C '# k ,iiM P 'HlS SiiALL NOT et IISS Ii4Pt•3' : il,tA1. MO:MS 84 `+ at FOR A<,i.• '3k..: gtff;!.1 Can CPC. C, *ME PANEt tAKED 04 60Ti4 f .i. S CC TAi vrAil. k'i)'itdi. SPA h is LESS MAN 8' at, O`1 F31Wft SYvk,-P EL MIS Sint'# -R mot• 10 fAL€. 0.14 cotat.mmtrio 3.111%5 MAY 1 5 2015 PERMIT CEMElizs JUL 1 0 2014 MAY 1 5 2015 PERMIT CENTER JUL 1 0 2014 CODE COMPU PERMIT CENTER MAY 1 5 2015 JUL 1 0 2014 PERMIT CENTER FLOOR CODE COMPLIANCE APPROVED BUILDING DIVISION PERMIT CENTER RECEIVED JUL 10 2014 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED JUN 0 (3 2015 City of Tukwila BUILDING DIVISION MAY 1 5 2015 PERMIT: CENTER WASHINGTON 98034. RECEIVED CITY OF TUKWILA JUL 1.0 2014 PERMIT CENTER STRUCTURAL NOTES ABBREVIATIONS 01000: GENERAL REQUIREMENTS THE STRUCTURAL NOTES SUPPLEMENT THE PLANS AND SPECIFICATIONS. ANY 02000: SITE CONSTRUCTION ALL SITE CONSTRUCTION SHALL BE CONSISTENT WITH THE GEOTECHNICAL ENGINEERING 06071: PRESERVATIVE TREATED WOOD PRODUCTS PRESERVATIVE TREATED WOOD SHALL BE REQUIRED FOR; 06104: SHRINKAGE OF WOOD FRAMING SHRINKAGE IN WOOD FRAMING IS DUE TO LOSS OF MOISTURE CONTENT AND TO & ® AND AT IN. INFO. INCHE(S) INFORMATION DISCREPANCY FOUND BETWEEN THE DRAWINGS, NOTES, SPECIFICATIONS, SITE CONDITIONS, RECOMMENDATIONS AS NOTED IN THE GEOTECHNICAL ENGINEERING REPORT (SEE SECTION COMPRESSION OF ASSEMBLIES OF WOOD COMPONENTS. PLUMBING, ELECTRICAL AND FEET(FOOT) TNT. INTERIOR AND ARCHITECTURAL PLANS SHALL BE REPORTED TO THE ARCHITECT WHO SHALL 01300) AND IN SUBSEQUENT DIRECTIVES. ALL WOOD THAT FORMS THE STRUCTURAL SUPPORT OF THE BUILDING, BALCONIES MECHANICAL SYSTEMS AS WELL AS EXTERIOR FINISHES SHALL BE DESIGNED AND BUILT INCH (INCHES) CORRECT THE DISCREPANCY IN WRITING. ANY WORK COMPLETED AFTER DISCOVERY OF PORCHES, OR SIMILAR PERMANENT BUILDING APPURTUNENCES THAT ARE EXPOSED TO TO ACCOMMODATE 1/4 INCH PER FLOOR WOOD SHRINKAGE. THE USE OF KILN DRIED # POUND(S), NUMBER JST. JOIST THE DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK. REFER TO ARCHITECTURAL PLANS FOR OPENINGS, ARCHITECTURAL TREATMENTS, AND DIMENSIONS 02260: EXCAVATION SUPPORT AND PROTECTION EXCAVATION FOR FOUNDATIONS SHALL BE PER PLAN DOWN TO UNDISTURBED NATIVE THE WEATHER WITHOUT ADEQUATE PROTECTION FROM A ROOF, EAVE, OVERHANG OR OTHER COVERING TO PREVENT MOISTURE OR WATER ACCUMULATION AT THE SURFACE OR LUMBER AND PROVIDING A DRYING PROCESS TO THE FRAMING MEMBERS PRIOR TO APPLICATION OF FINISHES WILL HELP CONTROL BUT WILL NOT ELIMINATE SHRINKAGE. = EQUAL'S) JT. JOINT NOT SHOWN. CONSULT MECHANICAL PLANS FOR DUCTS AND PIPES ETC. NOT SHOWN. MATERIAL PER THE GEOTECHNICAL ENGINEERING RECOMMENDATIONS. OVER -EXCAVATED AT JOINTS BETWEEN MEMBERS. A.B. ANCHOR BOLT K KIPS(1000) THE CONTRACTOR SHALL PROVIDE BRACING AND SUPPORT REQUIRED FOR TEMPORARY AREAS SHALL BE BACKFILLED WITH LEAN CONCRETE OR PER GEOTECHNICAL RECOMMENDATIONS AT THE CONTRACTOR'S EXPENSE. ALL WOOD INSTALLED ABOVE GROUND AND RESTING ON AN EXTERIOR CONCRETE OR ABV. ADD. ABOVE ADDITIONAL LAT. LATERAL CONSTRUCTION LOADS AND FOR STRUCTURAL COMPONENTS AS REQUIRED DURING ERECTION. BACKFILL BEHIND WALLS SHALL NOT BE PLACED UNTIL THE WALLS ARE PROPERLY SUPPORTED. EXCAVATION SLOPES SHALL BE SAFE AND SHALL NOT BE GREATER THAN THE LIMITS SPECIFIED BY LOCAL, STATE, AND NATIONAL SAFETY REGULATIONS. MASONRY FOUNDATION WALL LESS THAN 8 INCHES FROM EXPOSED EARTH. POSTS OR COLUMNS SUPPORTING PERMANENT STRUCTURES AND SUPPORTED BY A 06160: WOOD SHEATHING STRUCTURAL WOOD SHEATHING PANELS SHALL HAVE APA GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. WOOD SHEATHING PANELS SHALL BE C-D INT APA ADJ. ALUM. ADJACENT ALUMINUM LB. L.B. POUND(S) LAG BOLT S ( ) CONCRETE SLAB OR FOOIING THAT IS IN DIRECT CONTACT WITH THE EARTH. EXCEPT; WITH EXTERIOR GLUE (CDX). ORIENTED STRAND BOARD (OSB) PANELS SHALL BE ALT. ALTERNATE LG. LONG(IIUDINAL) THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK. THE INSTALLATION OF CONSTRUCTION SHORING, IF REQUIRED, SHALL BE PER THE SHORING EXPOSURE 1. PANELS SHALL HAVE THE FOLLOWING THICKNESS, SPAN RA11NG, AND APPRX. APPROXIMATELY) LGTH. LENGTH CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE EXCAVATION, DRAWINGS, NOTES, AND SPECIFICATIONS. 1. IF LOCATED IN BASEMENTS ON A CONCRETE PIER OR METAL PEDESTAL 1 INCH FASTENING UNLESS NOTED OTHERWISE PER PLAN: ARCH. ARCHITECT(URAL) LGMF LIGHT GAUGE METAL FRAMING SHORING, AND OTHER WORK WITH ALL UTILITIES AND ADJACENT PROPERTIES. CALL THE ABOVE THE SLAB AND SEPARATED THEREFROM BY AN IMPERVIOUS MOISTURE EDGE FIELD ASSY ASSEMBLY LLH LONG LEG HORIZONTAL UTILITY LOCATE SERVICE PRIOR TO ANY WORK AT 1-800-424-5555. 02300: BACKFILL AND COMPACTION BARRIER. NAILS NAILS B. BOTTOM LLV LONG LEG VERTICAL BACKFILL SHALL NOT BE PLACED UNTIL THE REMOVAL OF FORMWORK AND OF ANY ROOF: 7/16" 40/20 C-D APA CDX MG 8d AT 6" 8d AT 12" BEL. BELOW LSH LONG SLOTTED HOLE(S) DEBRIS. BACKFILL BEHIND ALL WALLS SHALL NOT BE PLACED UNTIL THE WALLS ARE 2. IF IN AN ENCLOSED CRAWL SPACE OR AN UNEXCAVATED AREA WITHIN THE FLOOR: 3/4" APA RATED STURD-I-FLOOR OSB 40/20 T&G 10d AT 6" 10d AT 12" BEN BOUNDARY EDGE NAILING LT. WT. LIGHT WEIGHT PROPERLY SUPPORTED. ALL BACKFILL MATERIAL AND PLACEMENT PROCEDURES SHALL BE BUILDING PERIPHERY AND SUPPORTED BY A CONCRETE PIER OR PEDESTAL MORE SHEARWALL: B.F. BRACED FRAME L.W. LIGHT WEIGHT 01100: CODE REQUIREMENTS CONSISTENT WITH THE GEOTECHNICAL ENGINEERING RECOMMENDATIONS. THAN 8 INCHES FROM EXPOSED GROUND AND SEPARATED THEREFROM BY AN 7/16" C-D W/EXTERIOR GLUE SEE SCHEDULE SHEET S1.1 BLDG. BUILDING ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 2012 INTERNATIONAL IMPERVIOUS MOISTURE BARRIER. ALL ROOF AND FLOOR SHEATHING PANELS SHALL BE INSTALLED FACE GRAIN BLK. BLOCK MAS. MASONRY RESIDENTIAL CODE WITH COMPONENTS AS REQUIRED SUBJECT TO 2012 INTERNATIONAL 02832: SEGMENTAL RETAINING WALLS PERPENDICULAR TO SUPPORTS AND IN A STAGGERED PATTERN UNLESS NOTED OTHERWISE BLW BLOCKINGLOW MATN. MASONRY BUILDING CODE AS ADOPTED BY THE CITY OF TUKWILA, WASHINGTON. SEGMENTAL RETAINING WALLS AND MECHANICALLY STABILIZED EARTH MSE RETAINING ( ) 3. SLEEPERS AND SILLS ON A CONCRETE SLAB ON GRADE THAT DOES NOT HAVE AN IMPERVIOUS MOISTURE BARRIER SEPARATION WITH EXPOSED EARTH. PER PLAN. BLOCKING AT INTERMEDIATE FLOOR AND ROOF SHEATHING JOINTS SHALL NOT BM. BM. BELOW BEAM MAT. MAX. MATERIAL MAXIMUM WALLS SHALL BE DESIGNED BY OTHERS. BE REQUIRED UNLESS NOTED OTHERWISE PER PLAN. SHEARWALL SHEATHING SHALL BE BMU BRICK MASONRY UNIT M.B. MACHINE BOLT 01200: DESIGN LOADS; 03000: CONCRETE 4. LEDGERS AND FURRING ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR BLOCKED AT ALL EDGES WITH 2X OR 3X FRAMING PER SHEARWALL SCHEDULE BN BNDRY. BOUNDARY NAILING BOUNDARY MBM MECH. METAL BUILDING MANUFACTURER LIVE LOADS CONCRETE CONSTRUC11ON SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE "BUILDING CONCRETE OR MASONRY WALLS BELOW GRADE. 8.O. BOTTOM OF MECHANICAL M.E.J. MASONRY EXPANSION JOINT ROOF (SNOW) , 25 PSF STANDARD ACI 318-11 CODE REQUIREMENTS FOR STRUCTURAL CONCRETE". PRESERVATIVE TREATMENT SHALL BE PER AMERICAN WOOD PRESERVERS ASSOCIATION 06176: METAL PLATE CONNECTED WOOD TRUSSES B.O.E. BOTTOM OF EXCAVATION MEZZ. MEZZANINE FLOORS (RESIDENTIAL) 40 PSF PREMANUFACTURED PLATED WOOD TRUSSES SHALL BE MANUFACTURER DESIGNED AND B.O.F. BOTTOM OF FOOTING MFR. MANUFACTURER CEMENT AND CONCRETE SHALL CONFORM TO IBC SECTION 1903. ADMIXTURES SHALL BE (AWPA) SPECIFICATION C2 AND C9 OR APPLICABLE STANDARDS. SHALL COMPLY WITH THE TRUSS PLATE INSTITUTE (ANSI/IPI 1-2002, NATIONAL DESIGN BRDG. BRIDGE(ING) MIN. MINIMUM SNOW LOAD DESIGN DATA: APPROVED BY THE ENGINEER OF RECORD AND SHALL COMPLY WITH ACI 318-11 SECTION STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION) AND IBC SECTION BRG. BEARING MISC. MISCELLANEOUS Pg = 20 PSF, Pf = 14 PSF, Ce = 1.0, Is = 1.0, Ct = 1.0, 3.6. CONCRETE EXPOSED TO FREEZING AND THAWING SHALL HAVE AN AIR ENTRAINING ALL FASTENERS (NAILS, BOLTS, ANCHOR BOLTS, PLATES, HANGERS, ETC.) IN CONTACT 2303.4. SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED PER THE BIM. BOTTOM MIL METAL ADMIXTURE CONFORMING TO IBC SECTION 1904.2. THE USE OF WATER SOLUBLE CHLORIDE WITH TREATED LUMBER SHALL BE CORROSION RESISTANT G-185 HOT DIPPED GALVANIZED REQUIREMENTS OF SECTION 01330. DESIGN FOR THE SPANS AND CONDITIONS SHOWN ON BTWN. BETWEEN WIND DESIGN DATA: ION SHALL NOT BE USED. PER ASTM A153 OR STAINLESS STEEL. THE PLANS, LOADS PER SECTION 01200, AND THE FOLLOWING: BASIC WIND SPEED: 110 MPH (ULT.) - 85 MPH (ASD) ROOF C CAMBER N.L.B. NON -LOAD BEARING WIND IMPORTANCE FACTOR: Iw = 1.0 THE CONTRACTOR SHALL SUBMIT MIX DESIGNS TO ENGINEER OF RECORD FOR APPROVAL TOP CHORD LIVE LOAD SEE SECTION 01200 CAMB. CAMBER(ED) NO. NUMBER WIND EXPOSURE: EXPOSURE B TOPOGRAPHICAL FACTOR: Kzt = 1.0 FOUR WEEKS PRIOR TO PLACING CONCRETE. MIX DESIGNS SHALL BE REVIEWED FOR CONFORMANCE TO IBC SECTIONS 1904 AND 1905. 06100: ROUGH FRAMING SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU (WCUB) TOP CHORD DEAD LOAD 10 PSF TOP CHORD DRAG LOAD SEE PLAN CANT. CF CANTILEVER ED ( ) CUBIC FOOT N.S. N.T.S. NEAR SIDE NOT TO SCALE INTERNAL PRESSURE COEFFICIENT: GCpi = +/- 0.18 CONCRETE MIX DESIGNS SHALL MEET THE FOLLOWING REQUIREMENTS: "GRADING AND DRESSING RULES" NO. 17 LATEST EDITION. SAWN LUMBER SHALL BE S4S TOP CHORD NET WIND UPLIFT 7 PSF (NET) C.I.P. CAST IN PLACE N.W.C.NORMAL WEIGHT CONCRETE COMPONENT/CLADDING WIND PRESSURE: P(C) = 25 PSF AND SURFACED DRIED, 19 PERCENT MAXIMUM MOISTURE CONTENT. PROTECT LUMBER BOTTOM CHORD DEAD LOAD 5 PSF C.J. CONSTRUCTION JOINT EARTHQUAKE DESIGN DATA: 28 DAY MAX. MAX. AIR SPECIAL LOCATION FROM WEATHER AND PROVIDE FURTHER DRYING OF ASSEMLED FRAMING TO MINIMIZE WOOD SHRINKAGE POTENTIAL ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT WITH HVAC SEE MECHANICAL LIVE LOAD DEFLECTION L/360 CL CLG. CENTER LINE CEILING O.C. O.D. ON CENTER OUTSIDE DIAMETER SEISMIC IMPORTANCE FACTOR: le = 1.0 STRENGTH W/C SLUMP ENTRAINMENT INSPECTION AND CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED U.N.O. PER PLAN. LUMBER CLR. CLEAR O.F. OUTSIDE FACE SPECTRAL RESPONSE ACCELERATIONS: Ss = 1.49 Si = 0.56 f'c (PSI) RATIO (INCHES) (PERCENT) REQUIRED APPLICATION SPECIES, GRADE, AND PROPERTIES FOR EACH USE/LOCATION SHALL BE AS FOLLOWS COL COLUMN O.H. OPPOSITE HAND SITE CLASS: SITE CLASS D U.N.O. PER PLAN/SCHEDULE: 06185: STRUCTURAL GLUED LAMINATED TIMBER CONC. CONCRETE OPNG. OPENING SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.99 SD1 = 0.56 3000 0.45 4f1 0±1 NO FOOTINGS Fb Fv FcpFc E GLUED -LAMINATED MEMBERS SHALL HAVE AMERICAN INSTITUTE OF TIMBER CONSTRUC11ON CONN. CONNECTION OPP. OPPOSITE SEISMIC DESIGN CATEGORY: SEISMIC DESIGN CATEGORY D BASIC FORCE RESISTING SYSTEM: BEARING WALL SYSTEM DESIGN BASE SHEAR: Cs = 0.150 W 3000 0.45 4f1 5f1 NO FOUNDATION WALLS 3000 0.45 4±1 5±1 NO SLAB ON GRADE, PATIOS 3000 0.45 4f1 5f1 NO CURBS, WALKS, DRIVEWAYS USE/LOCATION SPECIES GRADE (PSI) (PSI) (PSI) (PSI) (PSI) WALL STUDS/BLOCKING 2X4 3X4 HEM -FIR STUD 675 150 405 800 1.2E6 (AITC) IDENTIFICATION MARK. EXPOSED MEMBERS SHALL RECEIVE ONE COAT OF END SEALER APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER SHOP OR FIELD. SHOP DRAWINGS SHALL BE SUBMITTED PER THE REQUIREMENTS OF SECTION 01330. DESIGN CONST. CONT. CTSK. CONSTRUCTION CONTINUOS COUNTERSINK ORNT. OSB O.W.J. ORIENTATE(ION) ORIENTED STRAND BOARD OPEN WEB JOIST RESPONSE MODIFICATION FACTOR: R = 6.5 (LIGHT FRAME WALLS) 2X6, 3X6 HEM -FIR NO. 2 850 150 405 1300 1.3E6 MATERIAL PROPERTIES SHALL BE AS FOLLOWS: CTR. CENTERED) ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE 2500 0.45 5±1 0±1 NO ALL OTHER CONCRETE CY CUBIC YARD PAR. PARALLEL ONE COMPRESSION TEST MINIMUM SHALL BE COMPILED FOR EVERY 150 CUBIC YARDS OR WALL PLATES USE COMBINATION SYMBOL SPECIES CAMBER P/C PRECAST 5000 SQUARE FEET OF SURFACE AREA FOR EACH MIX DESIGN PLACED EACH DAY. A 2X4, 3X4 HEM -FIR STUD 675 150 405 800 1.2E6 SIMPLE SPAN BEAM 24F-V4 DF/DF STANDARD d PENNY(NAILS) PEN PANEL EDGE NAIL TEST SHALL BE THE AVERAGE STRENGTH OF TWO CYLINDERS MADE FROM THE SAME 2X6, 3X6 HEM -FIR NO. 2 850 150 405 1300 1.3E6 CONTINUOUS BEAM 24F-V8 DF/DF ZERO DB DROPPED BEAM PERP. PERPENDICULAR 01300: GEOTECHNICAL' INFORMATION SAMPLE AND TESTED AT THE SPECIFIED AGE. ADDITIONAL CYLINDERS MAY BE MADE FOR INFORMATION REGARDING POST TENSIONING, FORM REMOVAL, STRENGTH DEVELOPMENT, OR OTHER PURPOSES. CONCRETE SHALL BE ACCEPTABLE IF: JOISTS 2X, 3X HEM -FIR NO. 2 850 150 405 1300 1.3E6 CANTILEVER BEAM 24F-V8 DF/DF ZERO UNEXPOSED GLUED -LAMINATED TIMBER SHALL BE INDUSTRIAL GRADE. TYPICAL, UNLESS DBA DBL DCW DEFORMED BAR ANCHORS DOUBLE DEMAND CRITICAL WELD PL. PL PLMBG. PLATE PROPERTY LINE PLUMBING EARTHWORK AND FOUNDATIONS ARE TO BE CONSISTENT WITH 'THE GEOTECHNICAL 1. NO TEST FALLS 500 PSI BELOW THE SPECIFIED STRENGTH NOTED OTHERWISE. EXPOSED GLUED LAMINATED TIMBER SHALL BE APPEARANCE CLASS DEPT. DEPARTMENT PLYWD. PLYWOOD ENGINEERING RECOMMENDATIONS. ALL FOUNDATIONS ARE TO BE FOUNDED ON 2. THE AVERAGE OF ALL SETS OF 3 CONSECUTIVE TESTS DOES NOT FALL LEDGERS PER ARCHITECT. DOT. DETAIL PSF POUNDS PER SQUARE FOOT COMPETENT NATIVE MATERIAL OR BY OTHER MEANS AS DEFINED BY A LICENSED BELOW THE SPECIFIED STRENGTH. 2X, 3X DOUGLAS FIR -LARCH NO. 2 900 180 625 1350 1.6E6 DF DOUGLASIAMETEFIR PSI POUNDS PER SQUARE INCH GEOTECHNICAL ENGINEER. CONCRETE NOT MEETING THE ABOVE CRITERIA SHALL BE SUBJECT TO FURTHER TESTING AT NO ADDITIONAL EXPENSE TO 1HE OWNER. 4X DOUGLAS FIR -LARCH NO. 1 1000 180 625 1500 1.7E6 06190: MANUFACTURED WOOD BEAMS DIA. DIAG. DIAMETER DIAGONAL P.T. PT POST Al1VE TREATED POST TENSION(ED) CONVENTIONAL FOUNDATIONS HAVE BEEN DESIGNED WITH THE FOLLOWING PARAMETERS: ALLOWABLE BEARING PRESSURE 2000 PSF RESHORING, WHERE REQUIRED, SHALL CONFORM TO ACI 301 SECTION 4.6. SUBMIT BEAMS AND POSTS 4X DOUGLAS FIR -LARCH NO. 2 900 180 625 1350 1.6E6 MANUFACTURED ENGINEERED WOOD BEAMS SHALL BE THE SIZE AND TYPE SHOWN ON / THE DRAWINGS AS MANUFACTURED BY TRUS-JOIST OR APPROVED EQUAL STORAGE, DIAPH. DIM. DIAPHRAGM DIMENSION QTY. QUANTITY ACTIVE EARTH PRESSURE (YEILDING) 35 PCF PROPOSED RESHORING PLANS TO THE ENGINEER OF RECORD FOR REVIEW. 6X DOUGLAS RR -LARCH NO. 1 1200 170 625 1000 1.6E6 ERECTION, AND INSTALLATION SHALL BE PER MANUFACTURER SPECIFICATIONS. MICROLAM AND PARALLAM MEMBERS SHALL NOT HAVE NOTCHES OR DRILLED HOLES DN. D.O. DOWN DITTO(REPEAT) R. RADIUS ACTIVE EARTH PRESSURE (AT -REST) 50 PCF PASSIVE EARTH PRESSURE 0.3 PCF COEFFICIENT OF FRICTION 0.35 SOIL PROFILE SITE CLASS D ALL FOUNDATION INSTALLATIONS ARE SUBJECT TO APPROVAL OF THE LOCAL BUILDING CHAMFER ALL EXPOSED CORNERS PER THE ARCHITECTURAL PLANS OR 3/4 INCH IF NOT SPECIFIED BY THE ARCHITECT. 06101: STRUCTURAL FINGER JOINTED LUMBER STRUCTURAL FINGER JOINTED LUMBER SHALL BE PERMITTED TO BE USED INTERCHANGEABLY WITH SAWN LUMBER MEMBERS OF THE SAME SPECIES AND GRADE. WITHOUT PRIOR ENGINEER OF RECORD APPROVAL. SHOP DRAWINGS SHALL BE SUBMITTED PER THE REQUIREMENTS OF SECTION 01330. DESIGN MATERIAL PROPERTIES SHALL BE AS FOLLOWS: MEMBER E (PSI) Fb (PSI) Fcp (PSI) Fv (PSI) LVL = MICROLAM 1.9E6 2600 750 285 PSL = PARALLAM 2.0E6 2900 650 290 DP. D.S. DWG. DWL. DEEP DRAG STRUT DRAWING'S) DOWEL(S) EXISTING RE: RE: REF. REF. REIN R.F. RADIUS REFERENCE REFERENCE REINFORCEMENT(ING) REQUIRED RIGID FRAME INSPECTOR OR A LICENSED GEOTECHNICAL ENGINEER. STRUCTURAL FINGER JOINTED LUMBER SHALL BE GRADED UNDER AMERICAN LUMBER LSL 1.75" (E) EA. EACH R.O. ROUGH OPENING 03100: REINFORCING STEEL STANDARD COMMITTEE "PRODUCT STANDARD PS 20-99". LUBBER CLASSIFIED AS STUD = TIMBERSTAND 1.55E6 2250 750 400 LSL E.E. EACH END R.S. ROUGH SAWN REINFORCING STEEL DETAILING, FABRICATION, AND PLACEMENT SHALL BE PER ACI 318-11. REINFORCING STEEL SHALL MEET THE FOLLOWING REQUIREMENTS: USE ONLY SHALL BE LIMITED TO VERTICAL APPLICATIONS ONLY. LUMBER WITH CERTIFIED EXTERIOR JOINTS IS NOT RESTRICTED TO ANY TYPE OF LOADING. RIM = 1.5" TIMBERSTAND RIM BOARD E.F. E.J. EACH FACE EXPANSION JOINT SCH. SCHEDULE 01330: SHOP DRAWING SUBMITTAL PROCESS SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ARCHITECT AND ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. IF SHOP DRAWINGS DIFFER FROM THE APPROVED ASTM A-615 DEFORMED BARS GRADE 40 (fy=40 KSI) FOR #3 BARS ONLY ASTM A-615 DEFORMED BARS GRADE 60 (fy=60 KSI) FOR #4 BARS AND LARGER ASTM A-706 DEFORMED BARS GRADE 60 (fy=60 KSI)FOR ALL WELDABLE BARS ( ASTM A-185 SMOOTH BAR (fy=60 KSI FOR WELDED WIRE FABRIC ( ) 06102: FRAMING NOTES FRAMING CONNECTORS ACCESSORIES,AND FASTENERS AS NOTED IN THE PLANS AND DETAILS SHALL BE AS MANUFACTURED BY SIMPSON STRONG -TIE. EQUIVALENT HARDWARE EL. ELEV. EMBD. MBD EN ENG. ELEVATION ELEVATOR EMBEDMENT) EDGE NAIL ENGINEER SCL SCHED. SHT. SIM. S.J. STRUCTURAL COMPOSITE WOOD SCHEDULE SHEET SIMILAR SHRINKAGE CONTROL JOINT FASTENING SCHEDULE DESIGN DRAWINGS, NEW DESIGN DRAWINGS BEARING THE SEAL AND SIGNATURE OF A MAY BE USED WITH PRIOR APPROVAL BY ENGINEER OF RECORD. INSTALL ALL HARDWARE ROUGH FRAMING NAILING SCHEDULE ON LIEU OF IBC TABLE 23049.1) EQ. EQUAL SKW. SKEWED) LICENSED WASHINGTON STATE STRUCTURAL ENGINEER SHALL BE SUBMITTED ALONG WITH THE SHOP DRAWINGS TO THE APPROPRIATE JURISTICTION FOR APPROVAL PRIOR TO FABRICATION. REINFORCING FOR SLABS ON GRADE SHALL BE 6X6 W1.4XW1.4 WELDED WIRE FABRIC OR FIBER MESH UNLESS NOTED OTHERWISE. PROVIDE LAP SPLICES PER THE LAP SPLICE SCHEDULE ON SHEET S6.0. REINFORCING STEEL AT ALL WALLS SLABS, AND FOOTINGS ' SHALL BE CONTINUOUS AROUND CORNERS ELSE CORNER BARS SHALL BE PROVIDED. PER MANUFACTURERS' SPECIFICATIONS. WHERE STRAPS CONNECT TWO MEMBERS TOGETHER, PLACE HALF OF THE REQUIRED FASTENERS INTO EACH MEMBER. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. SEE SECTION 06071 FOR FASTENER REQUIREMENTS AT TREATED LUMBER. TYPICAL NAILING NOT SHOWN PER PLAN, DETAIL, OR CONNECTION FASTENING " 1. JOIST TO SILL OR GIRDER (3) 0.131 X 3 TOENAILS 2. BRIDGING TO JOIST (3) 0.131" X 3' TOENAILS EA. END " EQPT. E.W. EXP. EXST. EQUIPMENT EACH WAY EXPANSION EXISTING S.O.G. SPX. SPEC. SQ. SLAB ON GRADE SPACE S () (ING) SPECIFICATION'S) SQUARE SHOP DRAWINGS ARE REQUIRED FOR PREFABRICATED WOOD TRUSSES. SCHEDULE SHALL CONFORM TO FASTENING SCHEDULE PER IBC TABLE 2304.9.1 OR TO 3. 1X6 OR LESS SUBFLR. TO JST. (2) 0.131 X 2.5 FACE NAIL EXT. EXTERIOR STD. STANDARD COVER REQUIREMENTS SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: THE FASTENING SCHEDULE ON SHEET S1.0. 4. WIDER THAN 1X6 SUBFLR. TO JST. (3) 0.131" X 2.5" FACE NAIL STGR. STAGGER CALCULATIONS BEARING THE SEAL AND SIGNATURE OF A LICENSED WASHINGTON STATE STRUCTURAL ENGINEER SHALL BE SUBITTED ALONG WITH THE SHOP DRAWINGS FOR CONCRETE CAST AGAINST EARTH NAILS SHALL BE COMMON UNLESS NOTED OTHERWISE COMMON NAIL DIMENSIONS ARE AS FOLLOWS: 5. 2" SUBFLOOR TO JST./GIRDER (2) 0.161" X 3.5" BLIND & FACE NAIL 6. SOLE PLATE TO JST. OR BIM 0.131" X 3" AT 8' O.C. TYP. FACE NAIL FAB. FB FABRICATION FLUSH BEAM STIFF. STIR. STIFFENER(S) STIRRUP'S) PREFABRICATED PLATED WOOD TRUSSES. ALL BAR SIZES 3" " " "AT BRACED WALL PANEL (4) 0.131" X 3" AT 16" 0.C. FACE NAIL FDN. FOUNDATION STL STEEL FORMED SURFACE EXPOSED TO EARTH OR WEATHER NAIL SIZE DIAMETER LENGTH 7. TOP PLATE TO STUD (3) 0.131" X 3' END NAIL F.F. FINISH FLOOR STRUC. STRUCTURAL #6 AND LARGER 2" 8d 0.131p 2.5° 8. STUD TO SOLE PLATE (4) 0.131" X 3" TOENAIL FIN. FINISH(ED) STRUCT. STRUCTURAL 01400: INSPECTIONS AND SPECIAL INSPEC11ONS #5 AND SMALLER .. ... .... 1 1/2" 10d 0.148 3.0 (OR) (3) 0.131" X 3' END NAIL FLG. FLANGE SUSP. SUSPENDED(110N) THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL INSPECTIONS REQUIRED BY THE LOCAL BUILDING DEPARTMENT. CONCRETE NOT EXPOSED TO EARTH OR WEATHER WALLS AND JOISTS #14 AND #18 BARS 1 1/2"DOUBLE " " 12d 0.148 3.25 16d 0.162" 3.5" 9. DOUBLE STUDS 0.131" X 3" AT 8" O.C. FACE NAIL • 10. DOUBLE TOP PLATES 0.131 X 3 AT 8 O.C. TYP. FACE NAIL TOP PLATE LAP SPLICE (20) 0.131" X 3" FACE NAILS FLR. FN F.O. FLOOR FIELD (FACE) NAIL FINISHED OPENING SYMM. T. SYMMETRICAL TOP SPECIAL INSPECTIONS ARE NOT REQUIRED FOR GROUP R-3 OCCUPANCIES UNLESS #11 BARS AND SMALLER 3/4" UNLESS NOTED OTHERWISE SHEARWALL 11. JOIST/RAFTER BM. TO PLATE (3) 0.131 X 3' TOENAILS F.O.C. FACE OF CONCRETE TAB. TOP AND BOTTOM OTHERWISE REQUIRED BY THE BUILDING OFFICIAL. SLABS AND JOISTS PER SCHEDULE OR PLANS ANCHOR BOLTS AT 12. RIM JOIST TO TOP PLATE 0.131 X 3" AT 6" O.C. TOENAIL F.O.M. FACE OF MASONRY TEMP. TEMPORARY #14 AND #18 BARS 1 1/2" SILL PLATES SHALL BE 5/8 INCH DIAMETER WITH 7 INCHES MINIMUM EMBEDMENT INTO F.O.S. FACE OF STUD TAG. TONGUE AND GROOVE 01401: STRUCTURAL OBSERVATION #11 BARS AND SMALLER 1 " CONCRETE AND SHALL BE SPACED NOT MORE THAN 4 FEET APART. THERE SHALL BE A 13. TOP PLATE LAP INTERSECTIONS (3) 0.131" X 3' FACE NAIL 14. DOUBLE 2X JOIST/HEADER F.O.W. FACE OF WALL THK. THICK (BEDS) STRUCTURAL OBSERVATION IS NOT REQUIRED. BEAMS, COLUMNS MINIMUM OF TWO BOLTS PER SILL PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12 INCHES NOR LESS THAN INCHES 0.131" X 3" AT 12" FACE NAIL EA. EDGE FRM. FRAME(ING) 1HRD. THREADED PRIMARY REINFORCEMENT 1 1/2" TIES, STIRRUPS, AND SPIRALS 1 1 /2" 4.5 FROM EACH END OF 11-E PIECE. A GALVANIZED 3"X3"X1/4" PLATE WASHER SHALL BE PROVIDED FOR ALL ANCHOR BOLTS (COUNTERSUNK PLATE WASHERS SHALL NOT BE ALLOWED). 15. CEILING JOISTS TO PLATE (5) 0.131" X 3" TOENAIL 16. CONTINUOUS HEADER TO STUD (4) 0.131" X 3' TOENAILS 17. CLG. JST. LAP AT PARTITIONS (4) 0.131" X 3' FACE NAIL F.S. FT. FRTW FAR SIDE FEET(FOOT) FIRE RETARDANT TREATED WOOD TN T.O.S. T.O.W. TOE NAIL TOP OF SHEATHING(SLAB) TOP OF WALL 01700: EXECUTION REQUIREMENTS REINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED IN PLACE 18. CLG. JST. TO PARALLEL RAFTER (4) 0.131" X 3" FACE NAIL FTG. FOOTING TRANSV. TRANSVERSE INSTALLATION OF ALL STRUCTURAL COMPONENTS SHALL BE AS REQUIRED PER ALL LOCAL PRIOR TO CONCRETE PLACEMENT. REINFORCING STEEL SHALL NOT BE FIELD BENT EXCEPT 19. RAFTER TO PLATE (3) 0.131" X 3' TOENAIL T.O.S.. TOP OF STEEL CODES. AS NOTED IN THE DESIGN DRAWINGS. WELDING OF REINFORCING STEEL SHALL NOT BE Q6103: JOIST AND BEAM HANGERS 20. 1X BRACE TO EA. SPUD &PLATE (2) 0.131" X 3" FACE NAIL GA. GAUGE TYP. TYPICAL PERMITTED WITHOUT PRIOR APPROVAL OF THEGALV. ENGINEER OF RECORD EXCEPT AS NOTED JOIST AND BEAM HANGERS AS NOTED IN THE PLANS SHALL BE AS MANUFACTURED BY SIMPSON STRONG -TIE. EQUIVALENT HARDWARE MAY BE USED WITH PRIOR APPROVAL BY 21. 1X8 OR LESS SHTG. TO EA. BRG. (2) 0.131" X 3' FACE NAIL GALVANIZE(D) (D) ON THE DESIGN DRAWINGS. ENGINEER OF RECORD. JOIST AND BEAM HANGERS SHALL BE INSTALLED PER 22.WIDER THAN 1X8 SHTG. TO BRG. (3) 0.131" X 3' FACE NAIL GB. GRADE BEAM U.N.O. UNLESS NOTED OTHERWISE MANUFACTURERS' SPECIFICATIONS AND SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE 23.BUILT-UP CORNER STUDS (3) 0.131" X 3" AT 16" 0.C. FACE NAIL GLB GLUE LAMINATED BEAM U/S UNDERSIDE PER PLANS OR DETAILS: 24.BUILT-UP GIRDERS AND BEAMS 0.131 X 3"AT 12"EA. EDGE STAGGERED G GWB GRADERECEIVED GYPSUM WALLBOARD- .- - V. VERTICAL CITY OF TUKWILA MEMBER SIZE HANGER GYP. GYPCRETE VERT. VIF VERTICAL o 4) Q. AWNLUMBER "U" SERIES TO MATCH LUMBER SIZE 3.125"WI E GLULAM BEAM GLT3 STRUCTURAL DRAWING SHEET INDEX H. HD HORIZONTAL HOLDOWN W. VERIFY WIDE(WIDTH) IN FIELD MAY 1 5 2015 'R~ 5.125" WIDE GLULAM BEAM GLT5 6.75" WIDE GLULAM BEAM GLT7 SHEET DESCRIPTION DATE H.D.G. HDR. HOT DIPPED GALVANIZED HEADER W/ WITH PERMIT CENT C♦ ' ' `\ W/0 WITHOUT " ; 8.75" WIDE GLULAM BEAM HGLT9 S1.0 STRUCTURAL NOTES 06/26/14 HGR. HANGER WD. WOOD HEADED STUDS `' ® ° \': 67 04 O ` \ MANUFACTURED WOOD "I" JOIST "IUS" SERIES TO MATCH "I" JOIST SIZE S1.1 STRUCTURAL NOTES O6/26/14 HORZ. HORIZONTAL W.H.S. WELDED H . ,c,J >a ® C9. ` 1.75" WIDE PSL OR LVL BEAM "LBV' SERIES TO MATCH DEPTH 2.69" WIDE PSL BEAM 'LBV" SERIES TO MATCH DEPTH 3.5" WIDE PSL OR LVL BEAM "GL1V" SERIES TO MATCH DEPTH S1.2 SHEARWALL SCHEDULE AND DETAILS 03/08/10 S1.3 HOLDOWN SCHEDULE AND DETAILS 03/08/10 HORIZ. HR H.S.B. HORIZONTAL HEADER HIGH STRENGTH BOLT W.P, W.S. WORK WELDED WEIGHT POINT STUD M C` 4; 5.25" WIDE PSL OR LVL BEAM "GLTV" SERIES TO MATCH DEPTH S2.0 BLDG. B1 - B4 FDN. & L2 FRMG. 03/08/10 HT. HEIGHT• W.W.F. WELDED WIRE FABRIC i-+-I ‘"' 7" WIDE PSL BEAM "HGLTV" SERIES TO MATCH DEPTH S2.1 BLDG. B1 & B3 L2 & ROOF FRMG. 03/08/10 I.D. INSIDE DIAMETER X-STG EXTRA STRONG ,z S2.2 BLDG. 82 & B4 L2 & ROOF FRMG. 03/08/10 I.E. INVERT ELEVATION XX-STG DOUBLE EXTRA STRONG (i) I.F. INSIDE FACE S3.0 BLDG. C FDN. & L2 FRMG. 03/08/10 YD YARD S3.1 BLDG. C L2 & ROOF FRMG. 03/08/10 I'- I RECEIVED S6.0 TYPICAL CONCRETE DETAILS 03/08/10 CITY OF TUKWILA S6.1 TYPICAL SHEAR BRACE DETAILS 03/08/10 JUL 1 0 2014 4.) S9.0 TYPICAL FLOOR FRAMING DETAILS 03/08/10 S9.1 TYPICAL ROOF FRAMING DETAILS 03/08/10 PERMIT CENTER mot- r05/27/10 0 FILE: 09052ES1.0 JOB #: 10014 .. c cN rn o 0 0 0 CODE UPDATE PHASE 1 REVIEW COMMENTS DATED 5/13/2010 PHASE 1 PERMIT SUBMITTAL PLOT: 06/26/14 5 CAD: THE ENGR: TRE z 8 3429 S. 144th St. Tukwila, WA 98188 SHEARWALL PER PLAN FLOOR DIAPHRAGM EDGE NAILING RE: NOTES SECTION 06160 RIM/BLOCKING TO TOP PLATE CONN. PER SHEARWALL SCHEDULE A35/LTP4 W/(12) 0.131" DIA. X 2 1/2" SHEARWALL PER PLAN SCALE: NONE BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE RE: 14/S1.1 & 10/S1.1 FLOOR SHEATHING RE: NOTES SECTION 06160 2x BLKG. W/.148"DIA.x3 0 3"OC BLOCK TO RIM NOT REQUIRED FOR P6) SHEARWALL PANEL EDGE NAILING PER SCHEDULE TYPICAL EXTERIOR SHEARWALL CONNECTION P6, P4 8c P3 SLATE P.E.N. PER SCHED. P.E.N. PER SCHED. RE: 1/S1.1 FOR BALANCE OF SECTION TOP PLATES r_.;............... I.r^b, RIM JOIST OR PONY WALL MUDSILL SCALE: NONE LAP SHEATHING AT FLOOR LINE DETAILING 1A RE: 1/S1.1 FOR BALANCE OF SECTION (3) ROWS RE: 14/S1.1 & 10/S1.1 RIM/BLOCKING TO TOP PLATE CONN. PER SHEARWALL SCHEDULE (EITHER LTP4 OR A35) SHEARWALL PER PLAN SCALE: NONE TYP. EXTERIOR SHEARWALL CONNECTION 2P4, 2P3, 2P2 2 CONT. 4x RIM RE: 1/S1.2 FOR BALANCE OF SECTION (3) OR (4) ROWS RE: 14/S1.1 & 10/S1.1 RM/BLOCKING TO TOP PLATE CONN. PER SHEARWALL SCHEDULE (EITHER LTP4 OR A35) SHEATHING (2) SIDES SHEARWALL PER PLAN SCALE: NONE TYP. EXTERIOR SHEARWALL CONNECTION 2P4, 2P3, 2P2 3 0 RIM JOIST i 4- L SCALE: 3/4" = 1'-0" 7 0 CV J f J. PLAN - JOIST HEAD -OUT HEAD OUT FOR PLUMBING, MECH., ETC. 2x10 U210 HANGER EA. END U210 HANGER 2x10 JOIST PER PLAN (16' O.C. U.N.O. PER PLAN) 2x10 FOR JOIST SPANS UP TO 11'-0", A SINGLE JOIST MAY BE HEAD OFF TO ADJACENT SINGLE JOISTS FOR JOIST SPANS BETWEEN 11'-0' AND 16'-0° ADD ADDITIONAL 2x10 JOIST ADJACENT TO HEAD OUT. NOTE: JOIST HEAD -OUT IS FOR UNIFORMLY LOADED FLOOR JOISTS ONLY JOIST HEAD -OUT DETAILS SIM. 0 (2) 2x FRAMING AT ADJOINING PANEL EDGES. cn SCALE: NONE 10 (1) 1 1/2" CONT. RIM BELOW Nffi T (1) ROW CENTERED ON RIM BELOW P6TN, P6 (2) 1 1/2" CONT. RIM PLUS BLOCKING BELOW PROVIDE 3X3X0.229" PLATE WASHER 0 EA. ANCHOR TYP. U.N.O. SCALE: 3/4' = 1'-0" 5 FOUNDATION SILL PLATE AND STUDS PER SHEARWALL SCHEDULE TYP. A.BOLT PER SHEARWALL SCHEDULE FOUNDATION PER PLAN TYP. SHEARWLL ANCHOR BOLT TO CONCRETE NOTE: PLATE WASHER SHALL EXTEND WITHIN 1/2" OF EDGE OF BOTTOM PLATE ON SIDE(S) WITH SHEATHING. PROVIDE STAGGERED/OFFSET PLACEMENT AS SHOWN ELSE OVESIZE PLATE WASHERS AS REQUIRED. SPA. PER SCHEDULE SPA. PER SCHED. SPA. PER SCHED. 1 3/4" MIN. 2" MAX. 1 3/4" MIN. 2" MAX. SPA. PER SCHEDULE 1 3/4" MIN. 2" MAX. cE w W CD CD 0_I- V) w U CC CD Ovk VI w 1 3/4" MIN. 2" MAX. 1 3/4" MIN. " MAX. 2x4, 3x4 PLY ONE SIDE 2x4, 3x4 PLY TWO SIDES 2x6, 3x6 PLY ONE SIDE 2x6, 3x6 PLY TWO SIDES SCALE: 3/4' = 1'-0" 8 1111 RIM TO BLOCKING I .148"DIA.x3" NAILS 0 31OC TYPICAL 141 1 1 /4° (2) ROWS CENTERED ON RIMS BELOW P48c P3 cn EVE ANCHOR BOLT PLACEMENT DETAILS 3 1/2" SOLID RIM BELO (3) ROWS CENTER ON RIM BELOW P2, 2P3, 2P4, 2P2 BOTTOM PLATE NAILING PATTERN SCALE: NO SIMPSON LTP4 W/(12) 0.131" DIA. X 2 1/2' WHEN APPLIED OVER SHEAT1NG SCALE: NONE 6 SIMPSON LTP4 W/(12) 0.131' DIA. X 1 1/2" WHEN APPLIED DIRECT TO FRAMING TYPICAL SIMPSON LTP4 SHEARWALL SCHEDULE - 7/16" APA RATED SHEATHING W/ HEM -FIR STUDS AND HEM -FIR PLATES WALL 'E SHEATHING PANEL EDGE NAILING 0 FIELD NAIUNG ® BOTTOM PLATE O NAILING RIM OR BLOCKING TO TOP PLATE CONN. FRAMING AT ADJOINING PANEL EDGES FOUNDATION SILL PLATE © ANCHOR BOLT SPACING 5/8' DIA. 7" EMBED 0.148"x3.25' TOENAIL LTP4 DIRECT TO FRAMING A35 ONLY 10 ROWS SPACING P6TN 7/16' SHT. ONE SIDE 6" 0.C. 12" O.C. (1) 4' O.C. 4" O.C. N/A N/A 2x 2x 3x 48" O.C. 48" O.C. P6 7/16' SHT. ONE SIDE 6" O.C. 12' O.C. (1) 4" O.C. N/A 24' O.C. 16' O.C. 2x 2x 3x 48" O.C. 48" O.C. P4 s 7/16SHT. ONE SIDE 4" O.C. 12" O.C. (2) 6" O.C. N/A 16' O.C. 12' O.C. (2)2x OR 3x 2x 3x 40' 0.C. 40 O.C. P3 7/16' SHT. ONE SIDE 3" O.C. 12' O.C. (2) 4' O.C. N/A 12" O.C. 10" O.C. (2)2x OR 3x 2x 3x 24" 0.C. 22 O.C. P2 SHT ONE' 2" 0.C. 12' O.C. (3) 6" O.C. N/A 10° O.C. 10" 0.C. (2)2x OR 3x 3x 4 " 0 C. 2P4 7/16' SHT. BOTH SIDES 4" O.C. 12' O.C. (3) 5" O.C. N/A 10' O.C. 10' O.C. (2)2x OR 3x 2x 3x 16" O.C. 20" O.C. 2P3 7/16 BOTHSIDES 3" O.C. 12' O.C. (3) 4" O.C. N/A 8" O.C. 8" O.C. (2)2x OR 3x 3x 16" O.C. 2P2 7/16' SHT. BOTH SIDES 2" O.C. 12° O.C. (3) 3" 0.C. N/A 6" O.C. 6" O.C. (2)2x OR 3x 2x 3x D 2" O.C. SHEARWALL SCHEDULE NOTES: 1. 14 STUDS SHALL NOT BE SPACED MORE THAN 16" 0.C.. 2. RE: S1.0 SECTION 06100 "ROUGH FRAMING' FOR REQUIRED WALL STUD AND PLATE SPECIES AND GRADE. 3. RE: S1.0 SECTION 06160 'WOOD SHEATHING" FOR REQUIRED SHEAR WALL SHEATHING, THICKNESS AND GRADE. ALL SHEAR WALL PANELS SHALL BE APPUED DIRECTLY TO FRAMING. 4. SHEATHING PANELS MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY WITH ALL PANEL EDGES BACKED/BLOCKED WITH 2" NOMINAL OR WIDER FRAMING. SEE NOTE 5. 5. FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN 3" NOMINAL AND NAILS SHALL BE STAGGERED FOR ALL SHEARWALL MARKS EXCEPT "P6'. 6. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6' 0.C. ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3' NOMINAL OR THICKER AND NAILS SHALL BE STAGGERED. 7. NAILS FOR PLYWOOD AND OSB PANEL EDGE AND FIELD NAILING SHALL BE 8d COMMON (0.131" X 2 1/2'). 8. NAILS FOR BOTTOM PLATE FRAMING SHALL BE 12d COMMON (0.148' X 3.25"). 9. FLOOR DIAPHRAGM NAILING SHALL BE PLACED BETWEEN THE SPACING CALLED OUT FOR BOTTOM PLATE NAILING. DO NOT OVER NAIL THE BLOCKING. 10. ANCHOR BOLTS SHALL BE GALVANIZED 5/8' DIAMETER A-307 AND SHALL BE SECURED IN PLACE PRIOR TO CONCRETE POUR. WET STICKING OF ANCHOR BOLTS IS NOT 11. GALVANIZED 3" X 3" X 0.229' (MIN.) PLATE WASHERS ARE REQUIRED AT EACH ANCHOR BOLT - SEE DETAIL 8 THIS SHEET FOR PLACEMENT DETAILS. RECESSING PLATE 12. LTP4 FRAMING PLATES SHALL BE INSTALLED WITH 12-8d X 1 1/2" (0.131" X 2 1/2") NAILS. RE: DETAILS 1, 2, 3 & 6 THIS SHEET. 13. A35 FRAMING ANGLES SHALL BE INSTALLED WITH 12-8d X 1 1/2" (0.131" X 1 1/2") NAILS. RE: DETAILS 1, 2 & 3 THIS SHEET. 14. ALL NAILS INTO PRESSURE TREATED WOOD SHALL BE HOT -DIPPED GALVANIZED CONFORMING TO ASTM 153 OR STAINLESS STEEL 15. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED. 16. WHERE BOTTOM PLATE NAILING SPECIFIES A SPACING OF 4 INCHES OR LESS NAILS SHAD_ BE INSTALLED IN TWO ROWS OFFSET 1/2 INCH AND STAGGERED. 17. GALVANIZED EXPANSION ANCHORS OF SIMILAR. DIAMETER AND EMBEDMENT ALLOWED AT INTERIOR BEARING AND PARTY WALLS. 18. 2-2z S IN LIEU OF 3x'S AT PANEL EDGES ACCEPTABLE PROVIDED STUDS ARE ATTACHED PER 10/S1.2 SIM. AND BOTTOM PLATE NAILING. 19. WHERE BUILDING OFFICIALS ALLOW, OSB SHEATHING MAY BE APPLIED OVER 1/2" OR 3/8" GYPSUM WALL BOARD PROVIDED SHEATHING IS NAILED WITH 10d NAILS (0.148" SHEARWALL SCHEDULE ALLOWED. WASHERS IN PLATES IS NOT ALLOWED. DIA X 3" LONG) WALL TYPE LOCATION PLATE SIZE STUD SIZE AND SPACING EXTERIOR TYPICAL 2X6 2X6 ® 16" GARAGE GARAGE/UNIT 2X6 2X6 0 16" INTERIOR FIRST 2X4 2X4 0 16" SECOND 2X4 2X4 ® 16" THIRD 2X4 2X4 ® 16" PARTY FIRST 2X4 EA. WALL 2X4 ® 16" (DOUBLE WALL) SECOND 2X4 EA. WALL 2X4 ® 16" THIRD 2X4 EA. WALL 2X4 ® 16" BEARING WALL NOTES 1. SEE SHEARWALL SCHEDULE SHEET S1.1 FOR WALL SHEATHING, ADDITIONAL PLATE AND STUD REQUIREMENTS, BLOCKING AND PLATE NAILING. SEE 06100 "ROUGH FRAMING" STRUCTURAL NOTES SHEET S1.0 FOR SPECIES AND GRADE OF WALL PLATES AND STUDS. PLEASE NOTE THAT SOME SHEARWALL TYPES REQUIRE A DOUBLE RIM JOIST FOR THE PLATE NAILING. 2. SECURE SILL PLATES TO CONCRETE WITH 5/8" DIA. ANCHOR BOLTS WITH 7" EMBED, AT 48" ON CENTER TYPICAL UNLESS NOTED OTHERWISE. REFER TO SHEARWALL AND HOLDOWN SCHEDULE FOR ADDITIONAL ANCHOR BOLT REQUIREMENTS. WHERE PRESERVATIVE TREATED WOOD IS USED, REFER TO THAT SECTION FOR CORROSION PROTECTION REQUIREMENTS FOR CONNECTORS. 3. SEE DETAIL 5/S9.0 FOR TOP PLATE SPLICE. PROVIDE ADDITIONAL CONNECTORS AT SHEARWALLS AS INDICATED ON THE PLANS. 4. TOP FLOOR INTERIOR WALLS ARE NON -BEARING. INTERIOR GARAGE WALL BETWEEN GARAGE AND CONDITONED SPACE TO BE INSULATED AS SPECIFIED PER ARCH. PLANS. 9 EXTERIOR BEARING SUPPORT WALL STUD SCHEDULE I., I I 1 I ' I ' -11 -- 1 ' ` , I II II II I - r J O `\ ' I II I c .--' i " I --1" II II 1 1 1 '`•, - ''- -' ,. --' 1- 11 >I( 11 11 - - -' \ . -' 11 11 )1 11 11 - I:. , 1 I T Ir. 1 .. • 11-- 1r -IT VE 11 1. 2. 3. 4. 5. 6. 7. 8. ROOF/FLOOR SHEATHING NOTES BOUNDARY NAILING AT ROOF/FLOOR PERIMETER, AT CONT. PANEL EDGES (B.N.) EDGE NAILING (P.E.N.) AT ALL EDGES OF ALL PLYWOOD SHEETS AT SUPPORTS AND AT INTERIOR SHEARWALLS INTERIOR FIELD NAILING (F.N.) 12" O.C. AT BEARING SUPPORTS SEE PLANS FOR PLYWOOD THICKNESS & NAILING SCHEDULE LONG DIMENSION OF PLYWOOD SHALL RUN PERPENDICULAR TO TRUSS SYSTEM FRAMING & FLOOR FRAMING. MIN. EDGE DISTANCE FOR NAILS SHALL BE 3/8" MINIMUM PLYWOOD SHEET SIZE 2'-0" X 4'-0' NAILS SHALL NOT BE OVER DRIVEN ROOF/FLOOR SHEATHING LAYOUT n • T 1 1 1 r1 •r 1` L yl r•- .--fI 1 II II 11 II II II PLYWOOD FLOOR SHEATHING RE: NOTES 06160 O BOTTOM PLATE CONNECTION RE: 1, 2 & 10/S1.1 DIAPHRAGM EDGE NAILING 1 1•I I1 1 11 • FRAMING AT PANEL EDGES I I1 I•I II NOTE: MINIMUM SIZE OF SHEATHING SHALL BE 2'-0" X 4'-0" BLOCK ALL PLYWD. EDGES NOT SUPPORTED BY FRAMING MEMBER. I I 7 1'-4' lirittrivard Araririrlir 1 1 1-.-,.- 41- ,- - ,- -11- .- -. 1 it 1 1`- r'- -'- 1 1 11 11 11 1 11 11 1 11 • n . 4 . •n • • n 411 4n FIELD NAILING 0 -- 1----. 114 • I1'. I1 4• 4 .4. 4 1 1 1 1 T - Ti- ll --- r FRAMING AT I1 PANEL EDGES ,lY I rl 11 1'1 'n. 44 . 1 4^ 41'` ' 4 n•n 7.1 I•J' ▪ '.'...•.•.•..I. •1 • • I.i...'..'.'.'.•.• 1.1 .4 • SCALE: NONE 12 TYPICAL SHEARWALL NOMENCLATURE (ELEVATION) PLYWOOD ROOF SHEATHING DIAPHRAGM EDGE NAILING TRUSS/JOIST BLOCKING BLOCKING CONNECTION TO TOP PLATE REVIEWED FOR CODE COMPLIANCE APPROVED JUN 0 9 2015 City of Tukwila BUILDING DIVISION DEDICATE STUD BAY AT END OF SHEARWALL FOR HOLDOWN. ADD'L STUDS FOR HOLDOWN PER SCHEDULE. CONT. 2x RIM W/BLOCKING IF REQUIRED BLOCKING OR CONT. RIM CONNECTION TO TOP PLATE 10 HOLDOWN RE: 11-17, 19/S1.2 PROVIDE PANEL AT NAILING AT END OF WALL STUDS THAT ATTACH TO HOLDOWNS TYPICAL . AT ADJOINING PANEL EDGES PROVIDE PANEL EDGE NAIUNG AND FRAMING PER SHEARWALL SCHEDULE (STAGGER NAILS) 05 BLOCK ALL PLYWOOD EDGES NOT SUPPORTED BY FRAMING MEMBERS AND NAIL W/PANEL EDGE NAILING ©© GALVANIZED ANCHOR BOLT RE: 5/S1.1 W/ 3 X 3 X 0.229" GALVANIZED WASHER DIA./SPACING PER SHEARWALL SCHEDULE. © RECEIVED__ PROVIDE MINIMUM OF TWO BOLTS PER PLATE WITH ONE BOLT NOT LOCATED MORE THAN 12 INCHES OR LESS THAN (7) BOLT DIAMETERS FROM THE END. - SEE DETAIL 8 THIS SHEET FOUNDATION SILL PLATE STAGGER NAILING RE: SHEARWALL SCHEDULE FOR SIZE 1© HOLDOWN ANCHOR PER PLAN RE: 1, 2/S1.2 CITY OF TUK111 MAY 1 5 201 PERMIT CEN 1 RECEIVED CA CITY OF TUKWILA JUL 102014 CONCRETE FOUNDATIOERMIT CENTER mot• 0 03/09/10 FILE: 10014_S1.0 JOB #: 10014 CO Cs/ CNI 0 0 O CODE UPDATE PHASE 1 REVIEW COMMENTS DATED 5/13/2010 PHASE 1 PERMIT SUBMITTAL PLOT: 06/26/14 C) CAD: TRE ENGR: TRE z g 3429 S. 144th St. ila, WA 98188 HOLDOWN FASTENER SCHEDULE: HF STUDS HOLDOWN ,_ PER PLAN' Y— HOEDOWN HOLDOWN PER PLAN HARDWARE WOOD MEMBER/POST FASTENER ROD ANCHOR EMBEDMENT STEM DETAIL PER PLAN HOEDOWN FASTENERS AND WOOD STUDS PER PLAN ANDHOLDOWN --'1 1 •-=' t '- 1.- f '- AND WOODHOLDOWN F STELAERS TUDS PER PLAN AND HOLDOWN SCHEDULE STRAP STRAP (SW) TYPE 2X4 WALL 2X6 WALL DIAMETER STEM THICKENED FOOTING STEM THICKENED (MINIMUM) CS16 2X4 2X6 (28) 8d N.A. N.A. - N.A. - N.A. PARIIAL PLAN: SHEARWALL WITH FORCE TRANSFER SCALE: 3/8" = 1'-0" SCCHEDULELE, MST37 (2) 2X4 (2) 2X6 (16) 16d N.A. N.A. - N.A. - N.A. 13 14 15 ,. I - • { F FRAMING AT PANEL EDGES PER SHEARWALL SCHEDULE MST48 (2) 2X4 (2) 2X6 (28) 16d N.A. N.A. - N.A. - N.A. 1. 1. 1. I'•• _ _'•• _ I I I I I=I I, 1 I I I I I ; I __ III I I I I=' I _ ,1 ` _ - _ _ - I h #4 CONT. 1 -I -II-- 1I I-- r - -II- -i1-- '_ --1L-U -11--- -I - 11 I , #4 CONT. 1 II -1 I I I-1 III I II I HEADER PER PLAN II II HPAHD22 (2) 2X4 (2) 2X6 (21) 16d N.A. N.A. - 10" - 8" 1 ►ar. 0 CS22 X 48" HEAD/SILL I W/ (36) 10d NAILS II I 11 I.. PANEL EDGE NAIUNG (P.E.N.) I ALL EDGES OF ALL SHEETS PER SHEARWALL SCHEDULE . • c = _ j ,~ c = _,. • •` ° 1 I = _ STHD14 (2) 2X4 (2) 2X6 (38) 12d N.A. N.A. 0© z I U.N.O. PER PLAN I I I I I - 14" - 8" WWI BUG. W/ EDGE NAILING II I PLACE EDGE NAILS INTO A: STRAP TYPE B: HD TYPE SCALE 3/4" = 1'-0" f► I PER SHEARWALL SCHED. I I DGE NAILING AT SILL, HEAD, KING & TRIM STUDS 1 1 1 11 I POST PER PLAN OR (2) 2X STUDS 1 AT ENDS OF SHEAR WALLS. 3/4" = 1'-0" HDU2-SDS2.5 (2) 2X4 (2) 2X6 (6) SDS 1 /4X2 1 /2" 5/8" 8" 6" III I lT ISCALE: . 1 II 1 -JL- 1 I 11 11 II III I II II II I 1 11 i ( II 1 II II 11 -JL- III POST & HOLDOWN PER HOLDOWN SCHEDULE (, 2 EXTERIOR HOLDOWN 1 EXTERIOR HOLDOWN HDU4-SDS2.5 (2) 2X4 (2) 2X6 (10) SDS 1 /4X2 1 2" 5/8 9"6" 6 11 12 . I __ _ __ ! ! I _ 1 _ ' HOLDOWN HDU5-SDS2.5 (2) 2X4 (2) 2X6 (14) SDS 1/4X2 1/2" . 5/8 ROD & 1/2"x3"SQ. RE: 15/S6.0 11"RE: 15/S6 0 6" 1 1. h- 11 VI ( PER PLAN i - - - - M ( r -ill 11 iPL d STAGGER NAILING AT PLYWOOD JOINTS HDU8-SDS2.5 4X4 4X6 (20) SDS 1/4X2 1/2" 7/8" W/NUT T&B 11" 8" ., ._ 11 1 I 1 - ____ 11 II HEADER PER PLAN CS22 X 48" HEAD/SILL W/ (36) 10d NAILS II II II 11 11 HOLDOWN k PLYWOOD SHEATHING PER oo I U.N.O. PER PLAN I 11 SHEARWALL SCHEDULE -TYPICAL PER HOLDOWN PLAN FASTENERS z I BIM. W/ EDGE NAILING PER SHEARWALL SCHED. 11 FIELD NAILING I I ,P DGE NAILING AT SILL, 1 II (F.N (' ') -' POST & AND PLAN WOOD STUDS AND HOEDOWN PER 0 HOEDOWN & 1 . HOLDDOWNS SHALL 2. 16D = .162" 3. USE HALF THE 4. SCREWS ARE SDS 5. HOLDDOWN ANCHORS FASTENER NOTES: BE AS MANUFACTURED BY THE SI MPSON STRONG-TI E COMPANY. DIA. X 3 1/2" LONG. REQUI RED NAI LS I N EACH MEMBER BE I NG CONNECTED. 1/4" X 2 1/2" MANUFACTURED BY S I MPSON STRONG -TIE COMPANY. SHALL BE SECURED IN PLACE PRIOR TO PLACING CONCRETE. ,.... .._., W_._ REVIEWED FOR CODE COMPLIANC APPROVED JUN 0 9 2015 . City of Tukwila BUILDING DIVISIC I 1-__ HEAD, KING & TRIM STUDS 1 I HOEDOWN PER HOLDOWN SCHEDULE SCHEDULE o \ -. _ 1111 111 7 I MI I 10 19 m I 11 111 11 I► I 1 •" M') . 11 I VFW j c do ';. _. x • . 11 d' •;. • • • • I I I I II II J . 11 II I L 11 L_ • TI. HOLDOWN BOLT - SEE HOLDOWN SCHEDULE 11 11 — — BOLT 6 CAREANCH SHOULD 7. HDU HOLDDOWNS 8. RE: NOTES SECTI _ _ BETTAKENLD BE F TO NOTI OVER -TORQUE NUT. I MPACTURN WI TH WRENCHESHAND SHOULDENOT BE USED. SHALL BE INSTALLED CENTERED ALONG THE WIDTH OF THE ATTACHED POST. ON 06100 "ROUGH FRAMI NG" FOR THE REQUI RED POST SPEC! ES AND GRADE. FOOTING E NT REINFORCEMENT PER PLAN AND "'' - PLYWOOD/O.S.B. SCALE: 3/8" = SHEAR 1'-0" TYPICAL PANELS DETAIL FOR SHEARWALL ANCHOR SCHEDULE AND EMBEDMENT BOLTS FOR - SIZE, SEE SHEARWALL SPACING, W/ HD TYPE SCALE: 3/4" = 1'-0" 8 FORCE TRANSFER AROUND WINDOW OPENINGS 10 HOEDOWN & FASTENER SCHEDULE 7 6 INTERIOR HOLDOWN ADDED STUD FOR HD TYPE HOEDOWNS (COUNTERSINK) E II 6.... Al HOLDOWN FLOOR PER PLAN JOISTS/RIM ADDED STUD FOR HD TYPE HOEDOWNS (COUNTERSINK)sus - w - HOEDOWN PER PLAN STRAP TYPE SHEARWALL SHEARWALL RE: PLAN STRAP RE: PLAN RE: PLAN SHEATHING OVER HOEDOWN NAILING RE: HOEDOWN • • SAW CUT I N PLY -r- -IL TO ACCEPT STRAP AT INTERIOR HOEDOWN NAILING HOLDOWNOLPER - 3) 10d TYp,) , RE: HOEDOWN SCHEDULE J a ``'\ SCHEDULE J 4- um i . li,l , BEAM PER PLANLLI T i a. , rT T _ « . i Tv Aliac , T . . T . t. .. i i "-"-`--"--_ 1 r r, .. < _ r a L ... N ., r rr - w ,„ it , a .—..• •_ II I►_41 ►_1 N - II JOISTS PER PLAN EKG. 0 WALL UNE W I ' BUNDLED STUDS RE: HOEDOWN (') BEND MOLT. STRAP UNDER JOIST/BEAM U.N.O. W ✓ BUNDLED STUDS RE: HOLDOWN : CEIVED \- PL 5 X 5 X 3/8" STRAP SCHEDULE -1 SCHEDULE C' II F TUKWIL RE: PLAN OVER I I SHEARWALL RE: PLAN RE: HOEDOWN SCHEDULE FOR ADDITIONAL PERMIT INFO. RECEIVED CITY JUL R OF 1 5 2015 CENTEI TUKWILA 1 0 SHEATHING PER PLANS SHEARWALL RE: PLAN RE: HOLDOWN SCHEDULE FOR ADDITIONAL INFO. SHEATHING NOT SHOWN FOR CLARITY 14 INTERIOR HOEDOWN 15 EXTERIOR HOEDOWN 2014 13 HOEDOWN DETAIL 12 TYP. HOEDOWN TO BEAM 11 TYP. HOLDOWON FLOOR TO FLOOR ABUTTING SHEARWALL BEYOND PER SHEAR WALL SCHED. TYP. STRAP STAGGERED " ALT. LOCATION P.E.N. F.N. F.N. STRAP TYPE BOLT TYPE STRAP TYPE _ . I .. "- -_—_ ul i`i ir _-___ 4- -_-_ i - 1...-vik " (i li a.AA4 P.E.N. F.N. I i \- PEN. P.E.N. l J ' F CONTINUOUS DRAG JOIST STRUT PER PLAN PER PLAN - TYP. \ .: ( i ( ` BOLT TYPE I I WALL SHEARWALL PLYWOOD CONIINOUS i1 ALT. LOCATION 1 ADD STUD IF NO PLN. ( E 1 -i EXTERIOR A.P.A. SHEATHING ALT. LOCATIONS I NAILING P.E.N. NOTA11ONS: =PANEL EDGE NAILING . 0 ABUTTING WALL III NOTE: (.148'DI A. X 3" LONG) _ illiir 1111A PEN. = PLATE NAILING 1 SEE 20 THIS SHEET FOR PANEL NAILING DETAILS - F.N. =FIELD NAILING F.N. F.N. F.N. 1 I STRAP TYPE BOLT TYPE - P.E.N. , P.E.N. F--1 , r• BLOCK PER PLAN NG OR BEAM k7.. I o ®"' l• 11PLN ii, PLN. SHEARWALL BEYOND PER SHEAR WALL SCHED. TYP. CONTINUOUS STRAP STRUT PER PLAN 3I 11 I1scm_ 1 111;11 11 11 1 I I- 1.-_-.1. ► ; ► -' Up SHEARWALL --.....0 PLN. P.E.N. '€ ,' P.E.N. i DRAG WALL BELOW WALL ABOVE PLAN i 1 NOTE: HOLDOWNS AND STUD QTY. TO I NOTE: ERE: I NAILING TO BE PER PLAN 1 1 BE PER PLAN AND SCHEDULE. AND SHEARWALL SCHEDULE. _` SCALE: 3/4" = 1'-0" TYP. U.N.O. SCALE: 3/4" = 1'-O" TYP. U.N.O. 19 HOEDOWN PLACEMENTS 20 STRUCTURAL C WALL INTERSECTIONSW rs, 18 TYP. MULTIPLE STUD ATTACHMENT 17 DRAG STRUT DETAILS 16 TYP. ABUTTING ALL A 03/09/10 FILE: 10014_S1.0 JOB #: 10014 0 PHASE 1 PERMIT SUBMITTAL PLOT: 03/08/10 W IO U ENGR: THE zz cho N O viz) ct 40) cm) o o Oa 1-c7 O4 F i O 3429 S. 144th St. ila, WA 98188 E-{ S1.2 FRAMING NOTES 1. ROOF FRAMING - PRE ENGINEERED PLATED WOOD TRUSSES ® 24" ON CENTER U.N.O. PER PLAN. OTHER FRAMING SHALL BE AS SHOWN ON THE ROOF FRAMING PLANS. SEE SHEET S1.0 FOR ROOF LOADS AND TRUSS MANUFACTURER REQUIREMENTS. 2. FLOOR AND CEILING FRAMING SHALL BE PER PLAN AND SCHEDULE U.N.O. LAP JOISTS 4" ATOP WALLS. SECURE JOIST TO TOP PLATES WITH (2) 8d NAILS. JOISTS UNDER AND PARALLEL TO BEARING AND SHEAR WALLS SHALL BE DOUBLE JOISTS U.N.O. BLOCKING AT BEARING AND SHEAR WALLS SHALL BE DOUBLED U.N.O. 3. WALLS INDICATED ARE BELOW THE FRAMING LEVEL. SEE BEARING WALL SCHEDULE 9/S1.1. WALLS ABOVE ARE SHOW SCREENED/HALFTONE. 4. PLUMBING, MECHANICAL, AND ELECTRICAL SYSTEMS SHALL BE DESIGNED AND BUILT TO ACCOMMODATE 1 /4" PER FLOOR WOOD SHRINKAGE (ACCUMULATIVE). 5. SEE DETAIL 10/S9.0 FOR TYPICAL HEADER/BUNDLED STUD CONSTRUCTION. SEE 8/S9.0 FOR BUILT-UP BEAM CONSTRUCTION. 6. SEE ARCHITECTURAL FOR DRAFTSTOP AND VENTING LOCATIONS. 7. FRAMING MEMBERS AND SHEATHING SHALL BE PER STRUCTURAL NOTES ON SHEET S1.0. 8. SOME SHEARWALLS REQUIRE 3X FRAMING AT PANEL EDGES. SEE SHEARWALL SCHEDULE ON SHEET S1.1. 9. HANGERS INDICATED ARE AS MANUFACTURED BY SIMPSON STRONG -TIE. 10. PROVIDE JOIST OR BLOCKING ATOP SHEAR 11. SEE ARCHITECTURAL DRAWINGS FOR DIMEN 12. BUNDLED STUDS FROM THIS LEVEL SHALL DOWN TO FOUNDATION OR SUPPORTING BEAM. 13. ALL BEAMS AND HEADERS SHALL HAVE A KING STUD AT EACH END FOR BRACING U.N.O. 14. PROVIDE MINIMUM (2) 2X BUNDLED (TRIM) EACH BEAM, TYP., U.N.O. WALLS. SIONS. BE CONTINUED MINIMUM OF (1) STUDS UNDER 15. AT SAWN LUMBER JOISTS, SOLID BLOCKING OR SQUASH BLOCKS ARE REQUIRED UNDER ALL POSTS AND AT EACH HOLDOWN. MATCH THE SQUASH BLOCK WITH THE POST ABOVE. 16. PROVIDE FLUSH MOUNT JOIST HANGERS PER SCHEDULE ABOVE U.N.O. PER PLAN. 17. HANGERS AND FASTENERS IN CONTACT WITH PRESERVATIVE TREATED WOOD SHALL BE G185 CORROSION RESISTANT OR TYPE 304 OR 316 STAINLESS STEEL. 18. REFERENCE ARCHITECTURAL PLANS FOR VENTILATION REQUIREMENTS. FRAMING LEGEND O -- • FB • -10 DB - : - =-21 t- HR -® GLB ® - • GT • - FLUSH BEAM DROPPED BEAM HEADER - SEE 10/S9.0 GLUED -LAMINATED BEAM GIRDER TRUSS INDICATES NO. OF IL IL BUNDLED STUDS PROVIDE (2) TYP. U.N.O. o POST TYPE PER PLAN CONTINUE TO FOUNDATION OR BEAM BELOW FOUNDATION NOTES 1. ALL SOIL BEARING SURFACES ARE SUBJECT TO INSPECTION AND APPROVAL BY THE GEOTECHNICAL ENGINEER PRIOR TO REINFORCING AND CONCRETE PLACEMENT. 2. CENTER INTERIOR FOOTINGS ON WALLS OR COLUMNS TYPICAL U.N.O. 3. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. 4. SEE ARCHITECTURAL PLANS FOR WALL LOCATIONS. 5. CONCRETE WALLS ARE 8" THICK TYPICAL U.N.O. 6. SEE DETAIL 20 SHEET S6.0 FOR STEPPED FOOTING DETAIL. 7. SEE SHEET S2.1 FOR WOOD FRAMING LEGEND, NOTES, AND SCHEDULES. FOUNDATION SCHEDULE MARK DEPTH WIDTH LENGTH REINFORCING DETAILS 0 8" 1'-4" CONT. (2) #4 CONT. TURNED DOWN SLAB EDGE 6,7,8/S6.0 FS 12" 1'-6" CONT. (2) #4 CONT. TYP. THICKENED SLAB FOOTING 9/S6.0 F2 12" 24" 24" (2) #4 EA. WAY POST FTG.: 4/S6.1 8" 1'-4" CONT. (2) #4 CONT. FTG. W/ STEM WALL: 16,17,18/S6.0 SB 12" 2'-0" 3'-0" (2) #4 CONT. SHEAR BRACE FTG.: SBA-3/S6.1 P6 MST48 I WOOD PANEL SHEARWALL SEE 11 /S1.1 1 MST48 HOLDOWN PER SCHEDULE SEE 10/S1.2 BEARING WALL PER SCHEDULE SEE 9/S1.1 FOUNDATION LEGEND x OVER FRAMING AT ROOF SLOPING FRAMING AT DECKS BLOCKED FLOOR DIAPHRAGM AT11C ACCESS AT CEILING AT11C ACCESS AT WALLS Note: ALL SECTION CUTS ARE TYPICAL 0 SEE FOOTING TYPE THIS SHEET (-3'-O") BOTTOM OF FOOTING ELEVATION T.O.C. 20 - TOP OF CONCRETE ELEVATION 0 S.J. SHRINKAGE CONTROL JOINT PER DETAIL 5/S6.1 C.J. CONSTRUCTION JOINT PER DETAIL 6/S6.1 P6 WOOD PANEL SHEARWALL PER SHEET S1.2 I HOLDOWN J PER SCHEDULE LHPAHD22 HPAHD2 SHEET S1.3 Note: ALL SECTION CUTS ARE TYPICAL CDED 40'-O" 20'-O" 20'-O" i 8'-2 3/4" / 8'-2 3/4" 4 (1)` J% / F2 `O 66 tS6.0 YP. ', c3 o l I- Q, " 2'-9" 6'-9" 1 L \\ 1 '=Y3//4" 6'-9" 2'-9" ' 6 P2 P2 P2 P2 6 T.O.C. T.O.C. S6.0 +O" +0" 1 S6.0 • T.O.C. w _ I T.O.C. +0" 6 I I flSTHDl4 F1 (-2'-0")I I STHD14 i _ - I ''TE 1,s , I I --,I 1 11 I I F1 STHD14 (_ , ") 2 -D I ( oi +0 6 S6.0 I 1 I I € 9A 11 u I S6.0 1 N . :::.::.:.::.:r F, € 1 .I FS n 11,; I,' 1 I FS 111 1 1 S6.0 11 L FS F I a -2'-O I 1 I 1 I il M ;.- _.. 1 I L..., L...... P6 !__... j 9B L_.,O 1 I 11; == I P6 l fI 1 t 1 ..n.. . I• S6.0 _ I 10 € 1 1 " 901 1 , I I I ®YP FS .0 ? .I FS 1 1 11'; I I 1 1 N Nti :,ram - i,'' 3 3' 2" 3,_2" F,, .....-.. .. ->. . .va ..m_ :,- . ,, P N CV _ _t T.O.C. T.O.C. , a I +0" S D14 P P4 i 1 P4 = b o w 0 P4 I, I 10 10 1 /4" 4'-3 1 /2" TYP. S1.2 PAHD22 /4" , I y\-ii I I o 9'-9" + O C v p O n ,; . m -0) " !I F1 2 a 1 I P6 I 9D f G I S9.0 T.0.C. T.O.C. DU8 Q I t I . ' HDU8 Q HDU: I 1 T.O.C. -iAC. T. :E: °' T.B:E- _4" (-2'-0") +6 I, fil (-2'-On) -4" f +6" J . . 8 gp 2P2 2P2 2P2 , S6.0 1 _ " 1/ " 16'-3" 3' 9" 16'-3p / / ' " 20 -0 20 O 40' O" i Foundation Plan REF. Cj I : 1 /4 = 1 - O En 2X12 JST. DBL 2X12 JST. ® 16" 0.C. e•4 J m MST37 lee ST48 CONT. 2X12 RIM 7x121R"nC (2) 2X12 0 16" CONT. 2X12 MST37 -J m 0 PT2X10 RIM 2) 2X8 HDR MST37 MST37 SIM. (FX8 H6R mom /1 S9.0 PT2X10 RIM MST4 CONT. 2X12 RIM 117- 6X8 -IDR 6d II I ..III IIH• l /,1//J1/J1/ DBL 2X12 JST 2x12 ® 16" O.C. - DBL 2X12 JET .wvvvvvv< • . 'i j7DBL 2X12 JST L ST37 2P2 MST37 (2) 2X12 ® 16" 0.C. J CO 0 ST37 NT. 2X12 RIM MST37 Second Floor Framing Plan SCALE: 1 /4" = 1'-O" REF. GRAPHIC SCALE ( IN FEET ) 1 inch = 4 ft. YP. REVIEWED FOR CODE COMPLIANC APPROVED JUN 09 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 1 5 2015 PERMIT CENT?1 H H W V 1 RECEIVED H ypITY OF TUKWILA JUL 1 0 2014 PERMIT CENTER a r NO. REVISION DATE a FILE: 10014B_S2.0 cm to a d- o 0 ,- al O ti PHASE 1 PERMIT SUBMITTAL PLOT: 03/08/10 CAD: TRE ENGR: THE 1 3429 S. 144th St. ila, WA 98188 H S2.O FRAMING NOTES 1. ROOF FRAMING — PRE ENGINEERED PLATED WOOD TRUSSES ® 24" ON CENTER U.N.O. PER PLAN. OTHER FRAMING SHALL BE AS SHOWN ON THE ROOF FRAMING PLANS. SEE SHEET S1.0 FOR ROOF LOADS AND TRUSS MANUFACTURER REQUIREMENTS. 2. FLOOR AND CEILING FRAMING SHALL BE PER PLAN AND SCHEDULE U.N.O. LAP JOISTS 4" ATOP WALLS. SECURE JOIST TO TOP PLATES WITH (2) 8d NAILS. JOISTS UNDER AND PARALLEL TO BEARING AND SHEAR WALLS SHALL BE DOUBLE JOISTS U.N.O. BLOCKING AT BEARING AND SHEAR WALLS SHALL BE DOUBLED U.N.O. 3. WALLS INDICATED ARE BELOW THE FRAMING LEVEL. SEE BEARING WALL SCHEDULE 9/S1.1. WALLS ABOVE ARE SHOW SCREENED/HALFTONE. 4. PLUMBING, MECHANICAL, AND ELECTRICAL SYSTEMS SHALL BE DESIGNED AND BUILT TO ACCOMMODATE 1/4" PER FLOOR WOOD SHRINKAGE (ACCUMULATIVE). 5. SEE DETAIL 10/S9.0 FOR TYPICAL HEADER/BUNDLED STUD CONSTRUCTION. SEE 8/S9.0 FOR BUILT—UP BEAM CONSTRUC110N. 6. SEE ARCHITECTURAL FOR DRAFTSTOP AND VENTING LOCATIONS. 7. FRAMING MEMBERS AND SHEATHING SHALL BE PER STRUCTURAL NOTES ON SHEET S1.0. 8. SOME SHEARWALLS REQUIRE 3X FRAMING AT PANEL EDGES. SEE SHEARWALL SCHEDULE ON SHEET S1.1. 9. HANGERS INDICATED ARE AS MANUFACTURED BY SIMPSON STRONG —TIE. 10. PROVIDE JOIST OR BLOCKING ATOP SHEAR 11. SEE ARCHITECTURAL DRAWINGS FOR DIMEN 12. BUNDLED STUDS FROM THIS LEVEL SHALL DOVM TO FOUNDATION OR SUPPORTING BEAM. 13. ALL BEAMS AND HEADERS SHALL HAVE A KING STUD AT EACH END FOR BRACING U.N.O. 14. PROVIDE MINIMUM (2) 2X BUNDLED (TRIM) EACH BEAM, TYP., U.N.O. WALLS. SIONS. BE CONTINUED MINIMUM OF (1) STUDS UNDER 15. AT SAWN LUMBER JOISTS, SOLID BLOCKING OR SQUASH BLOCKS ARE REQUIRED UNDER ALL POSTS AND AT EACH HOLDOWN. MATCH THE SQUASH BLOCK WITH THE POST ABOVE. 16. PROVIDE FLUSH MOUNT JOIST HANGERS PER SCHEDULE ABOVE U.N.O. PER PLAN. 17. HANGERS AND FASTENERS IN CONTACT WITH PRESERVATIVE TREATED WOOD SHALL BE G185 CORROSION RESISTANT OR TYPE 304 OR 316 STAINLESS STEEL. 18. REFERENCE ARCHITECTURAL PLANS FOR VENTILATION REQUIREMENTS. FRAMING LEGEND ®--• F• B —IS] DB HR z • GLB • --® o— • GT • —® FLUSH BEAM DROPPED BEAM HEADER — SEE 10/S9.0 GLUED —LAMINATED BEAM GIRDER TRUSS INDICATES NO. OF BUNDLED STUDS PROVIDE (2) TYP. U.N.O. POST TYPE PER PLAN CONTINUE TO FOUNDATION OR BEAM BELOW IP6F' MST48 1 WOOD PANEL SHEARWALL SEE 11/S1.1 I MST48J HOLDOWN PER SCHEDULE SEE 10/S1.2 BEARING WALL PER SCHEDULE SEE 9/S1.1 OVER FRAMING AT ROOF SLOPING FRAMING AT DECKS 2/7/1 BLOCKED FLOOR l DIAPHRAGM x ► AT11C ACCESS AT CEILING ATTIC ACCESS AT WALLS Note: ALL SECTION CUTS ARE TYPICAL (2p CAD CL MS T37 C3 d R co 0 CD N m X N •IW IX (2) 2X8 HIR DBL 2X12 JST 2X17 0 16" (IC DBL 2X12 JST DBL 2X12 JST r FI t1 CD MST37 04. a ST37 _DBL 2X12 JST r DBL 2X12 JST rr 2)2X8HO 1- J J 0 P4 (2) 2X12 ® 16" O.C.11 CO '--- 1--1 t 11 4 T1 P6 ) 1 r r r X8 HDR -J 0 i N -J 0 EIM. 6 S9.0 (2 2X8 HDR P4 DBL 2X12 JSI 2X12 0 16" 0.C. DBL 2X12 JSI DBL 2X12 JSI Iw Iw II DBL 2X12 JST DBL 2X12 JST 11 n YP. 0 X (2) 2X12 ® 16" O.C. ti T2X8 HDR CO ST37 Third Floor Framing Plan SCALE: 1/4" = 1'-0" REF. N CO 2X12 JST. ® 16" O.C. DBL 2X12 JST. © 16" 0.C. YP. 2 vestrri CA) CO IF s S AT 24" O.C. 2) 2X8 HDR CBD (2 2X8 HD 2) 2X8 HDR CO 0 TRUSSES AT 2 (2) 2X8 HDR Roof Framing Plan SCALE: 1/4" = 1'-0" 4 REF. GRAPHIC SCALE 2 4 ( IN FEET ) inch = 4 ft. 8 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 0 9 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 1 5 2015 PERMIT CENTER E., RECEIVED CITY OF TUKWILA JUL 1 0 2014 PERMIT CENTER am.) cn FILE: 10014B_S2.0 PHASE 1 PERMIT SUBMITTAL PLOT: 03/08/10 CAD: TRE ENG'R: TRE cd c.) 0 cit Qt? 1-1 r:r1 3429 S. 144th St. ila, WA 98188 S2.1 4 5 FRAMING NOTES 1. ROOF FRAMING - PRE ENGINEERED PLATED WOOD TRUSSES ® 24" ON CENTER U.N.O. PER PLAN. OTHER FRAMING SHALL BE AS SHOWN ON THE ROOF FRAMING PLANS. SEE SHEET S1.0 FOR ROOF LOADS AND TRUSS MANUFACTURER REQUIREMENTS. 2. FLOOR AND CEIUNG FRAMING SHALL BE PER PLAN AND SCHEDULE U.N.O. LAP JOISTS 4" ATOP WALLS. SECURE JOIST TO TOP PLATES WITH (2) 8d NAILS. JOISTS UNDER AND PARALLEL TO BEARING AND SHEAR WALLS SHALL BE DOUBLE JOISTS U.N.O. BLOCKING AT BEARING AND SHEAR WALLS SHALL BE DOUBLED U.N.O. 3. WALLS INDICATED ARE BELOW THE FRAMING LEVEL. SEE BEARING WALL SCHEDULE 9/S1.1. WALLS ABOVE ARE SHOW SCREENED/HALFTONE. 4. PLUMBING, MECHANICAL, AND ELECTRICAL SYSTEMS SHALL BE DESIGNED AND BUILT TO ACCOMMODATE 1/4" PER FLOOR WOOD SHRINKAGE (ACCUMULATIVE). 5. SEE DETAIL 10/S9.0 FOR TYPICAL HEADER/BUNDLED STUD CONSTRUCTION. SEE 8/S9.0 FOR BUILT-UP BEAM CONSTRUCTION. 6. SEE ARCHITECTURAL FOR DRAFTSTOP AND VENTING LOCATIONS. 7. FRAMING MEMBERS AND SHEATHING SHALL BE PER STRUCTURAL NOTES ON SHEET S1.0. 8. SOME SHEARWALLS REQUIRE 3X FRAMING AT PANEL EDGES. SEE SHEARWALL SCHEDULE ON SHEET S1.1. 9. HANGERS INDICATED ARE AS MANUFACTURED BY SIMPSON STRONG-11E. 10. PROVIDE JOIST OR BLOCKING ATOP SHEAR 11. SEE ARCHITECTURAL DRAWINGS FOR DIMEN 12. BUNDLED STUDS FROM THIS LEVEL SHALL DONN TO FOUNDATION OR SUPPORTING BEAM. 13. ALL BEAMS AND HEADERS SHALL HAVE A KING STUD AT EACH END FOR BRACING U.N.O. 14. PROVIDE MINIMUM (2) 2X BUNDLED (TRIM) EACH BEAM, TYP., U.N.O. WALLS. SIONS. BE CONTINUED MINIMUM OF (1) STUDS UNDER 15. AT SAWN LUMBER JOISTS, SOLID BLOCKING OR SQUASH BLOCKS ARE REQUIRED UNDER ALL POSTS AND AT EACH HOLDOWN. MATCH THE SQUASH BLOCK WITH THE POST ABOVE. 16. PROVIDE FLUSH MOUNT JOIST HANGERS PER SCHEDULE ABOVE U.N.O. PER PLAN. 17. HANGERS AND FASTENERS IN CONTACT WITH PRESERVATIVE TREATED WOOD SHALL BE G185 CORROSION RESISTANT OR TYPE 304 OR 316 STAINLESS STEEL. 18. REFERENCE ARCHITECTURAL PLANS FOR VENTILATION REQUIREMENTS. FRAMING LEGEND ®--• FB • DB HR ®- • • GLB ®-- • • GT FLUSH BEAM DROPPED BEAM HEADER - SEE 10/S9.0 --0 GLUED -LAMINATED BEAM -® GIRDER TRUSS INDICATES NO. OF -f BUNDLED STUDS PROVIDE (2) TYP. U.N.O. POST TYPE PER PLAN CONTINUE TO FOUNDATION OR BEAM BELOW P6 I WOOD PANEL SHEARWALL SEE 11/S1.1 -MST4 8 M T S 48' 1 HOEDOWN PER SCHEDULE SEE 10/S1.2 BEARING WALL PER SCHEDULE SEE 9/S1.1 ►1 OVER FRAMING AT ROOF SLOPING FRAMING AT DECKS BLOCKED FLOOR DIAPHRAGM AT11C ACCESS AT CEIUNG AT11C ACCESS AT WALLS Note: ALL SECTION CUTS ARE TYPICAL CAD 1 !0l L. r <<5/ (A) l T o. J n 1 4(& E IIo I; III J.L 1 Third Floor Framing Plan Ec) SCALE: 1/4" = 1'-0" 1 REF. CAD P6TN I < - tO L CO r X L 0 TRUSSES AT 24 .. 1.1 • • • • • • 1.1 • • 11 GIRDER TRUSS (2) 2X8 HDR r Cei (2) 2Xg HDR CO { HDR li II 1" 11 1 P6TN ]--- CO > > > > > P6TN (2) 2X8 HDR . I 4 GRAPHIC SCALE 0 2 4 ( IN FEET ) 1 inch = 4 ft. REVIEWED FOR CODE COMPLIANCE APPROVED JUN 0 9 2015 City of Tukwila BUILDING DIVISION GIRDER TRUSS ......1.... .1.1...1.1• • 1I • • • El • • • ■ (2) z (8 HDR vvJvvvvVvvvv..l vvvs, vvv CO TYP. ...1.1•• • MOE 11 GIRDER TRUSS ..1 f 6TN (2 I 2X8 t0 8 S9.1 Roof Framing Plan SCALE: 1/4" = 1'-0" REF. CD CU RECEIVED CITY OF TUKWILA MAY 1 5 2015 PERMIT. CENTER RECEIVED CITY OF TUKWILA JUL 1 0 2014 PERMIT CENTER 8 4.1 N. 1 0 FILE: 10014B_S2.0 JOB #: 1 001 4 A cn M 0 0 c) PHASE 1 PERMIT SUBMITTAL PLOT: 03/08/10 CAD: THE ENGR: THE °z ' I 3429 S. 144th St. ila, WA 98188 S2.2 BAR SIZE LAP CLASS F'c = 3000PSI F'c = 4000PSI TOP BARS OTHER BARS TOP BARS OTHER BARS 1. LENGTHS SHOWN ARE IN INCHES. 2. TENSION LAP SPLICES SHALL BE CLASS B UNLESS ONE HALF OR LESS OF THE TOTAL REINFORCEMENT IS SPLICED WITHIN THE REQUIRED LAP LENGTH. 3. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST BELOW THE BARS. 4. TENSION LAP SPLICE SHOWN, ABOVE ARE FOR CONCRETE COVER GREATER THAN OR EQUAL TO BAR DIAMETER AND CENTER TO CENTER SPACING GREATER THAN TWO BAR DIAMETERS (SPACING AND COVER CASE 1). 5. INCREASE LAP SPLICE LENGTH BY 1.5 FOR EPDXY COATED REINFORCEMENT. 6. INCREASE LAP SPLICE LENGTH BY 1.3 FOR LIGHT WEIGHT CONCRETE. 7. COMPRESSION LAP SPLICES SHALL BE A MINIMUM OF 30 BAR DIAMETERS UNLESS OTHERWISE SHOWN ON THE DRAWINGS. P.T. SILL PLATE (2) #4 CONT. FINISH GRADE FLOOR O'-0" FOUNDA11ON DRAIN RE: CIVIL #4 24" (2) #4 CONT. P.T. SILL PLATE LAP SPLICE SCHEDULE SHEATHING, NAILING AND ANCHOR BOLTS PER SHEARWALL SCHEDULE =111,;,11 2" CLR. TYP. EXTERIOR FOOTING (2) #5 CONT. FOUNDATION DRAIN RE: CIVIL FINISH GRADE SHEATHING, NAILING AND ANCHOR BOLTS PER SHEARWALL SCHEDULE ALT. HOOK (2) #5 CONT. TYP. _EXTERIOR FOOTING SEE PLAN FOR SLAB THICKNESS AND REINFORCING (TYP.) CUT ALT. WIRES AT JOINT 1/8" X 1 1/2" PREMOLDED CONTINUOUS MASTIC JOINT STRIP OR PREMOLDED CONSTRUCTION JOINT (MAY BE SAWCUT AT CONTRACT— OR'S OPTION). COMPACTED SUBGRADE AND GRANULAR FILL PER SOIL ENGINEER'S RECOMMENDA11ONS PROVIDE CONTROL OR CONSTRUC11ON JOINTS IN SLABS ON GRADE TO BREAK UP SLAB INTO RECTANGULAR AREAS OF 400 SQUARE FEET OR LESS. AREAS TO BE APPROX. SQUARE AND HAVE NO ACUTE ANGLES. JOINT LOCA11ONS TO BE APPROVED BY THE ARCHITECT. SCALE: 3/4" = 1'-0" TYP. U.N.O. P.T. SILL PLATE (2) #4 CONT. FlNISH GRADE FLOOR 0'-0" FOUNDA11ON DRAIN RE: CIVIL #4 0 24" (2) #4 CONT. P.T. SILL PLATE (2) #5 CONT. FOUNDATION DRAIN RE: CIVIL CONTROL JOINT SHEATHING, NAILING AND ANCHOR BOLTS PER SHEARWALL SCHEDULE 2" CLR TYP. GARAGE FOOTING FINISH GRADE #5 ® 16" ALT. HOOK (2) #5 CONT. SHEATHING, NAILING AND ANCHOR BOLTS PER SHEARWALL SCHEDULE TYP._. GARAGE FOOTING SECOND POUR SEE PLAN FOR SLAB THICKNESS AND REINFORCING FIRST POUR BURKE "KEYED KOLD" JOINT. STOP REINF. CLR. OF JOINT EACH SIDE COMPACT SUB GRADE AND GRANULAR FILL PER SOIL ENGINEER'S RECOMMENDA11ONS PROVIDE CONTROL OR CONSTRUC11ON JOINTS IN SLABS ON GRADE TO BREAK UP SLAB INTO RECTANGULAR AREAS OF 400 SQUARE FEET OR LESS. AREAS TO BE APPROX. SQUARE AND HAVE NO ACUTE ANGLES. JOINT LOCA11ONS TO BE APPROVED BY THE ARCHITECT. CONSTRUCTION JOINT P.T. SILL PLATE (2) #4 CONT. FINISH GRADE FLOOR 0'-0" 2" CLR. FOUNDA11ON DRAIN RE: CIVIL #4 ® 24" (2) #4 CONT. SHEATHING, NAILING AND ANCHOR BOLTS PER SHEARWALL SCHEDULE GARAGE FOOTING W/ RAISED CURB (2) #5 CONT. FlNISH GRADE z < W J CL cct FOUNDATION DRAIN RE: CIVIL #5 0 16" ALT. HOO (2) #5 CONT. 18 4 A SHEATHING, NAILING AND ANCHOR BOLTS PER SHEARWALL SCHEDULE P.T. SILL PLATE 4 . • . .4 1 8" #4 0 10" 0.C. CC J U ro S.O. S.O.G. PARTY WALL _FOOTING PER PLAN POST AT SPREAD FOOTING SCALE: 3/4" = 1'-0" TYPICAL POST BASE FLOOR 0'-0" 19 POST PER PLAN — LOCATE PER ARCHITECTURAL POST BASE PER PLAN 12" SQUARE CONC. PLINTH (2) #4 BOTTOM EA. WAY CONC. S.O.G. (2) #4 BOTT. CONT. A: SINGLE WALL SHEATHING, NAILING AND ANCHOR BOLTS PER SHEARWALL SCHEDULE P.T. SILL PLATE #4 0 48" 0.C. (2) #4 CONT. POST AT THICKENED FOOTING (2) #5 5 (2) #5 SHEATHING, NAILING AND ANCHOR BOLTS PER SHEARWALL SCHEDULE P.T. SILL PLATE #4 0 48" 0.C. FLOOR 0'-0" (2) #4 CONT. B: PARTY WALL CORNER BARS TO MATCH HORIZ. REINFORCEMENT FLOOR 0'—O" LAP + H (2) #5 STD 90 DEGREE HOOK DOWN LAP + H CORNER BARS TO MATCH CROSS WALL REINF. (ALT. HOOKS) TYP. SINGLE CURTAIN WALL REINF. PLACEMENT SHEATHING, NAILING AND ANCHOR BOLTS PER SHEARWALL SCHEDULE P.T. SILL PLATE STEP PER PLAN #4 ® 48" 0.C. FLOOR 0' —0 (2) #4 CONT. C; SINGLE WALL W/ STEP TYP. INTERIOR THICKENED SLAB DETAILS RECEIVED CITY OF TUKWILA MAY 1 5 2015 PERMIT CENTER RECEIVED CITY OF TUKWILA JUL 1 0 2014 PERMIT CENTER 15 z \ - - -I L THREADED ROD HOLDDOWN U i D: PARTY WALL W/ STEP REVIEWED FOR CODE COMPLIANCE JUN 0 9 2015 City of Tukwila BUILDING DIVISION THREADED ROD W/NUT T&B OF 1/2" PL 4 a• • VTit 21-0" • RE: 4/S6.0 FOR REINF. 0 STEP OS = STEP TYP. HOLDOWN AT FOOTING 1'-5" #4 AT B.O. WALL (2) #4 AT FTG. SCALE: 3/4" = 1'-0" 20 \ \ GRADE T / 1 %Ti' I I I"L1 1.5 H TYPICAL_ STEPPED._FOOT.I,NG.. O FILE: 09052.ES6.( JOB #: 1 001 4 A CI M O 0 PHASE 1 PERMIT SUBMITTAL PLOT: 03/08/10 CAD: TRE ENGR: TRE °z a S6.O SB-1 STANDARD iLEVEL® SHEAR BRACE INSTALLATION Two top plates or as specified 000 For trim zones, see below. Verify brace is plumb Hardened nut Washer Anchor bolt spacer OPTION B 'J 6Y4" lag screws, provided, installed from the top • 6 with 12" brace • 8 with 18" brace • 12 with 24" brace Optional OSB shim, %" maximum Do not install screws in electrical chase from either side. Optional OSB shim, %" maximum OPTION A 6Y4" lag screws, provided • 6 with 12" brace (3 front, 3 back) • 8 with 18" brace (4 front, 4 back) • 12 with 24" brace (6 front, 6 back) Start screws 3)i" (±)2") from bottom of double top plate or header Optional OSB shim, %" maximum Countersink (Y" deep x 1 "dia.) and install at an angle that prevents screws from exiting sides of top plates or header. Offset screws ) " front to back to avoid interference. ICA Do not install screws in electrical chase from either side. Install nut finger —tight plus A turn, minimum Hold—down An installation template is available from youriLevel® representative. Threaded rod Ensure concrete is level and smooth beneath brace. Grind and fill as necessary. Foundation system design is the responsibility of the designer or specifier For trim zones, see below. 1 1 TRIM ZONES • Trim height from the top of the brace only. Do not trim the sides or bottom. • DO NOT trim the bottom brace in a stacked brace application. • 3Y2" maximum allowable trim for portal braces. • 12" and 18" standard braces taller than 93Y" may be trimmed down to a minimum height of 78". • 24" braces may be trimmed down to a minimum height of 89Y4'. SB-1 STANDARD iLEVEL SHEAR BRACE INSTALLATION SB-2 ALLOWABLE SMALL HOLES - ALL BRACES EDGE DRILL ZONE Middle )5 of brace thickness SB-2 HOLES • Maximum three holes in face and three in edge • " dia. holes maximum • 6" o.c. minimum i i i i i i :o No holes allowed in top 8" of brace FACE DRILL ZONE Maintain 1X" minimum edge distance from chase and outside edge, typical No holes allowed in lower 40" of brace ALLOWABLE SMALL HOLES - ALL BRACES SB-11 ALLOWABLE LARGE HOLES - STANDARD AND STK BRACES (in addition to Small Holes above) SB-11 HOLES • 4%" dia. holes, maximum • Maximum two 4A" dia.holes or one 4 Y4' x 12" hole • No minimum on —center spacing required No holes allowed in top 8" of brace FACE DRILL ZONE Center of brace as shown Minimum 12" above existing hole ALLOWABLE LARGE HOLES - ALL BRACES SB-3 PORTAL FRAME SHEAR BRACE INSTALLATION For trim zones, see below, Verify brace is plumb Hardened nut Washer Anchor bolt spacer P,. J /s 4 4s.\ 7 ml 3X" wide x 9Y4'-18" deep header as specified. See SB5 for other header widths and allowable furring. Optional OSB shim, maximum Portal straps (provided): Maintain )'" minimum edge distance. Attach with (16) 0.148" x 2%" (minimum length) nails, (8) into the header and (8) into the brace. Connect header to brace with 64" lag screws, provided • 6 with 12" brace (3 front, 3 back) • 8 with 18" brace (4 front, 4 back) • 12 with 24" brace (6 front, 6 back) Start screws 3)i" (±X") from bottom of double top plate or header Optional OSB shim, %" maximum Countersink (Y" deep x 1"dia.) and install at an angle that prevents screws from exiting sides of top plates or header. Offset screws ))" front to back to avoid interference. Do not install screws in electrical chase from either side. .No Install nut finger —tight plus Ya turn, minimum Hold—down An installation template is available from your iLeveP representative. Threaded rod Ensure concrete is level and smooth beneath brace. Grind and fill as necessary. Foundation system design is the responsibility of the designer or specifier PORTAL TRIM ZONES • Trim height from the top of the braces only. Do not trim the sides or bottom. • 3)i" maximum allowable trim for portal braces. SB-3 Oti PORTAL FRAME SHEAR BRACE INSTALLATION SB-5 PORTAL FRAME SHEAR BRACE w/ 5X" or 54" WIDE HEADER (similar for 3X" header) SB-5 9Y4"-18" deep header, as specified. Center over brace width. Portal straps (provided): Maintain .3 " minimum edge distance. Attach with (16) 0.148" x 23" (minimum length) nails, (8) into the header and (8) into the brace. Minimum 2 Xz" x 10" furring of 3" thick OSB. Attach furring to brace with (10) 0.131" x 2 X" nails. With 3)g" wide headers, attach furring to header. Connect header to brace with 6Y'4" lag screws, provided • 6 with 12" brace (3 front, 3 back) • 8 with 18" brace (4 front, 4 back) • 12 with 24" brace (6 front, 6 back) PORTAL FRAME SHEAR BRACE w/ 5"+ WIDE HEADER General Notes 1. iLevel Shear Brace is manufactured and trademarked by iLevel?, a Weyerhaeuser Business, Boise, Idaho. 1-888—ilevel-8 (1-888-453-8358) 2. The iLevel Shear Brace is approved per ICC—ES Code Evaluation Report No. 2652. The iLevel? Shear Brace has R—values which are consistent with typical wood frame construction. They may be used as an alternate braced wall panel in accordance with IBC Section 2308.9.3 and IRC Section 602.10. 3. Installation of the product shall be done in strict conformance to these drawings and the iLevel? Shear Brace Specifier's Guide. Modification to this product and associated systems or changes in the installation methods shown on these drawings and the Specifier's Guide should only be made by a qualified registered professional. The performance of such modified products and altered installation procedures is the sole responsibility of the designer. Designs are based on concrete compressive strength of f'o = 2500psi. 4. The contractor shall verify all dimensions, conditions, elevations, etc. prior to installation of any components for the iLevel Shear Brace system. if any discrepancies are found, they shall be brought to the attention of the project architect, engineer of record, or building designer for clarification prior to construction. 5. The contractor shall verify the position of the iLevel Shear Brace in relation to the rest of the building system as shown on the project drawings. 6. Use of this product is subject to the approval of the local building official. 7. The building structure shall be designed in accordance with the latest adopted version of the International Building Code or the International Residential Code, and any other local, state or federal requirements that may apply. Verify design requirements with the local building department. Concrete foundation design remains the responsibility of the design professional of record. 8. This product is part of the overall lateral force resisting system of the structure. Design of the building's lateral force resisting system, including a complete load path necessary to transfer lateral forces from the structure to the ground, is the responsibility of the design professional of record. 9. No special inspection required per IBC 1704.1 or 1705.3.1. 10. iLevel by Weyerhaeuser reserves the right to change specifications, designs and models without notice or liability for such changes. SB-N1 iLEVEL SHEAR BRACE NOTES BA-5 ANCHORAGE FOR STEM WALL OR BASEMENT WALL Tie threaded rod to footing reinforcement (recommended) Double nut and washer assembly iLevel Anchor Bolt Spacer iLevel Anchor Bolt Holder Jam nut Threaded rod Vertical faces To install Shear Brace flush to the outside face of wall, align Bolt Holders vertical faces with inside face of formwork. To install Shear Brace centered under a 5r header or beam, align Bolt Holder's grooves with inside face of formwork. Cracked Concrete Embedment Depthsg Dimensions for Threaded Rod (1X2X3) and Footing Application Brace Anchor Bolt Dia. (in.) Minimum Footing Width (in.) Embedment Depth ee (In.) Minimum Footing Dimensions, (in.) Wind / A-B SDC C-E C1 C2 C3 Standard or Portal iSB 12x_ 7/8 22 8 8 9 13 12 iSB 18x_ 7/8 28 9 9 12 16 12 Two—story Stacked iSB 18x_ STK 7/8 36 13 13 16 20 ' 18 Standard iSB 24x_ 1 32 10 11 14 18 16 Two—story Stacked iSB 24x_ STK 1 35 10 12 16 19 16 Additional Notes for Anchorage - Appropriate for use in areas governed by IBC or IRC - Anchorage embedment is based on ACI 318 Appendix D - Concrete assumptions: - minimum fc of 2,500 psi; phi = 0.85 (condition A) - to Is measured from the top of the washer to the top of the footing - for expanded tables and additional information, see ICC-ES 2652 Table Footnotes WAnchor bolts are ASTM A449 or ASTM A193 B7 threaded rod and are applicable for any brace loaded to its maximum allowable shear with combined vertical load. (2)ASTM A307 threaded rod may be substituted for all 12' wide brace applications (3)ASTM A307 threaded rod may be substituted for braces where holddown uplift at allowble design shear is less than the following: Allowable Uplift for A307 Threaded Rod Anchor Bolt Dia. (In.) Wind Seismic 7/8 14,200 lbs. 11,500 lbs. 1 19,900 lbs. 14,900 lbs. 2" min. r--C off' o,o_o o t0 a 15 40 0 0 11) ` a 0 0 Lcr) o - 3 o E o 11.O r 0 0+ E 0 0 C 0 3-'t- .0 0 • • A Anchor bolt spacer Threaded rod, grade A449 or A193 97 7" dia. at iSB12x %" dia. at iSB18x 1" dia. at iSB24x Ported coupler compatible with A193 B7 threaded rod, as required Monolithic or two —stage pour Brace width Lc Second anchor bolt spacer recommended for two —stage pour #4 rebar per code or plan Double nut and washer assembly a) 0 0 U t 0 n. 0 a Section C—C 1 %" in. Jam nut below anchor bolt spacer Stem wall per code RECEIVED CITY OF TUKWILA MAY 1 5 2015 PERMIT CENTER r Jam nut below anchor bolt spacer C1 C2 Footing width RECEIVED CITY OF TUKWILA JUL 1 0 2014 a F1LE: 09052ES6.( A a to a 3 0 r- PHASE 1 PERMIT SUBMITTAL 0 0 PLOT: 03/08/10 5 CAD: TRE ENGR: TRE zz S6.1 ANCHORAGE FOR STEM WALL OR BASEMENT WALL ALL BRACES PERMIT CENTER BEARING AND/OR SHEARWALL PER PLAN BEARING AND/OR SHEARWALL PER PLAN BEARING AND/OR SHEARWALL PER PLAN BEARING AND/OR SHEARWALL PER PLAN PLATE NAIUNG PER PLATE NAILING PER PLATE NAIUNG PER PLATE NAILING PER (3) 0.148" X 3" SHEARWALL SCHEDULE 0.148"X3.25" 0 6" 0.C. MIN SHEARWALL SCHEDULE 0.148"X3.25" 0 6" 0.C. MIN SHEARWALL SCHEDULE 0.148"X3.25" 0 6" O.C. MIN SHEARWALL SCHEDULE 0.148"X3.25" 0 6" 0.C. MIN, 4'-0" FLOOR SHEATHING AND NAILING EDGE NAILING PER SCHED. FLOOR SHEATHING AND NAIUNG EDGE NAILING PER SCHED. FLOOR SHEATHING AND NAILING i EDGE NAILING PER SCHED. FLOOR SHEATHING AND NAILING i EDGE NAILING PER SCHED. (20) 12d PER STRUCTURAL NOTES S1.1 PER STRUCTURAL NOTES S1.1 PER STRUCTURAL NOTES S1.1 PER STRUCTURAL NOTES S1.1 RIM/BLOCKING TO TOP PLATE PER SHEARWAL SCHEDULE PROVIDE RIM/BLOCKING TO TOP PLATE PER SHEARWAL SCHEDULE PROVIDE RIM/BLOCKING TO TOP 1 PLATE PER SHEARWAL SCHEDULE PROVIDEo. RIM/BLOCKING TO TOP PLATE PER SHEARWAL - '0 - ,: - c„i - .,:I SCHEDULE -PROVIDE 3 3 3 3 3 3 0.148"X3.25° 6" O.C.' MIN, ` ` _ ` ` ` _ 0.1'4$"X3:25" 0 5"' O.C. MIN, — - -- ------' 0.148"X3.25' '0' 6" O.C.' MIN " ". ". - •• ` "' ` ••- / i r,.. I I. 0.148 X3:25 0 6 O.C. MIN `` .. ?s s t TOP PLATE . , _ .. ..i ► 1 1 EDGE NAIUNG PER SCHED. EDGE NAILING PER SCHED. i EDGE NAILING PER SCHED. i EDGE NAILING PER SCHED. FRAMING PER PLAN \ I I BEARING AND/OR BEARING AND/OR BEARING AND/OR BEARING AND/OR BLOCKING AT 48" O.C. ADD RIM JOIST/BLKG. SHEARWALL PER PLAN NOTES: FRAMING PER PLAN SHEARWALL PER PLAN FRAMING PER PLAN ADD RIM JOIST/BLKG. SHEARWALL PER PLAN I NOTES: FRAMING PER PLAN ADD RIM JOIST/BLKG. II I I SHEARWALL PER PLAN NOTES: STUDS AS REQUIRED BY 1. SECURE JOIST TO WALL AS REQUIRED BY 1. SECURE JOIST TO WALL AS REQUIRED BY j1 1. SECURE JOIST TO WALL SHEARWALL SCHEDULE WITH 0.131"X2.5" EA. SIDE, DOUBLE JOIST SHEARWALL SCHEDULE WITH 0.131"X2.5" EA. SIDE, SHEARWALL SCHEDULE WITH 0.131"X2.5" EA. SIDE, 1 1/2" MIN. FROM END. 1 1/2" MIN. FROM END. 1 1/2" MIN. FROM END. NOTE: PARALLEL 2. SECURE RIM JOIST TO BLKG. WITH 0.131"X2.5 PARALLEL PERPENDICULAR 2. SECURE RIM JOIST TO PERPENDICULAR JOIST WITH 0.131"X2.5 SPLICE & AS SHOWN NAIL TOP PLATES 0 ALL EXTERIOR, SCALE: 3/4° = 1'-0" NAIL TOP AND BOTTOM. SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" NAIL TOP AND BOTTOM. SCALE: 3/4" = 1'-0" PLUMBING, AT ROOF. SCALE: 3/4" = 1'-0" PARTY & SHEARAND EXT IOR WALL TO FRAMING 2 INTERIOR WALL TO FRAMING 3 INTERIOR WALL TO FRAMING EXTERIOR WALL TO FRAMING 5 TOP PLATE SPLICE JOISTS PERPENDICULAR JOISTS PARALLEL _ PLATE NAILING PER SCHED. TYP. FPLATENUNGPER SHEARWALL SCHED. TYP. LAP JOIST 4" AND USE (3) 8d NAILS _Z(/ SHEARWALL ' ` AT SOLID BLOCKING SHEARALL SHEATHING & $ SHEARALL SHEATHING & NAILING PER SCHED. TO BEAM II NAILING PER SCHED. ti JOIST HANGER TOP SPLICE PLATE SEE 5 RIM TO TOP PLATE RIM TO TOP PLATE PLYWOOD PLYWOOD A35/LTP4 PER A35/LTP4 PER JOISTS THIS SHT. SHEARWALL SCHED. SHEARWALL SCHED. AT NON BEARING WALLS =_ _4' " PANEL BLOCKING HEADERS -MAY BE ..-- -------- ■ ----- ----------- ----- ---------- -- ------ AS REQ.AT BEARING WALLS ATTACHED TO KING STUD Illll 11H M i r-fpF n i16" III,II,I intr,IIIL.. " ► STUDS O.C. AT TYP. HEADERS.W/HUC (2) 2X8 3 2X8 () 2X4 CAD 2X6 WALLS WALLS A35 CLIP: HANGER OR A34/ a:,- - .- r._ zx -: : pV _` = 4 t r ; .,.,,.3...; """,== U.N.O. UNLESS NOTED (2) 2X4 MIN. i BUNDLED JOIST PER JOIST PER 11 OTHERWISE PER PLAN PLAN PLAN JOIST PER PLAN TYP. JOIST PER PLAN TYP. JOISTS (2) 16d 0 12" TYP. JOIST HANGER 2X BLOCKING KING STUD-TYP. BLOCKING AT 48" O.C. BEAM PER PLAN BEAM PER PLAN FACE NAIL W/ 0.. TRIPLE JOIST TRIPLE JOIST AT BEARING WALLS TMP•16d®12" AT NON -BEARING WALLS SHEATHING AND NAILING SHEATHING AND NAILING TRIMMER STUDS: TRIMMER STUD (1) PER SHEARWALL SCHED. PER SHEARWALL SCHED. (1) 0 OPENINGS UP TO 5'-0" WIDE TYP. TYP.(2) ®OPENINGS 5'-1" & GREATER NOTE: FIRE AND RATING INFORMATION SOUND PER A: FLUSH BEAM B: DROPPED BEAM UNLESS NOTED OTHERWISE III PER PLAN -. SCA 3/4" = 1'-0" ARCH. SCALE: 3/4" = 1'-0" SCALE: NONE TYPICAL PARTY ALL 7 NOT USED g BUILT UP BEAM TYP. CONN. TO WOOD BEAM 10 TYP. HDR. AT STRUCT. WALL UPPER WALL: UNLESS HANGERS/HARDWARE ARE SHOWN WALL PLATE NAILING PER BEARING/SHEAR WALL NOTE: SEE ARCH. FOR STAIR DIMENSIONS !. AND BLOCKING REQUIREMENTS " 0.148 X3.25 " 1 ON PLANS, SHALL BE BEAMS BEARING ON STUD WALLS ANCHORED W/(4) 8d TOENAILS SCHED. FOR UPPER WALL PER PLAN AND SCHEDULE 0 4" O.C. STAGGERED FLOOR NAILING PER L =HORIZONTAL RUN y x MST37 STRAP STRUCTURAL NOTES P.E.N. PER UPPER WALL "I 1.,5X14 2X12 LVL STRINGERS FOR STRINGERS FOR L<84"t 84"4<140" I CONT. RIM JOIST A35 r%1" — — 2X BLOCKING TYP. TOP PLATES All TOP PLATE - TOP PLATE A BEYOND 111'1 1111► BEAM « , " .___.__.,M BEAM PER PLAN — _ PER PLAN — — `l-WALL -- OI STUD ,..-- -- - -- —" i 3. 3 y / ' MIN. -- -- -- --um--EN ■ ■ im--im--m-- j / BLOCK FLOOR L LANDING u 11111 DIAPHRAGM EDGES "" "" ITIME STRINGERS R ' , PROVIDE (4) LTP4 EACH SIDE OF BEAM PER PLAN PROVIDE EACH (4) LTP4 SIDE OF (2) 8d TOENAILS , . (2) 8d TOENAILS , 2x I 2X RIM JOIST " - S ' ----- IVI ,' ------- IVI BEAM BEAM PER PLAN ri BEAM EACH SIDE EACH SIDE PER PLAN I I I Illl II IIII !______-___yu_____' •u (2) STUDS U.N.O. 2x BLOCKING -. ___ _ _- POST PER PLAN ON PLANS P.E.N. PER LOWER WALL ! EXTERIOR INTERIOR WALL AND CEILING BEAM/HDR 0 SIM. 1 I I } W = WIDTH 1 AI/4" f VERIFY WALL WALL LOWER WALL: I ''ff PER ARCH. AG 3) STRINGERS FOR W<42 BEARING/SHEAR PER PLAN AND WALL SCHEDULE ELEVATION AT WALL (4) STRINGERS FOR 42"<W<48" SECTION A -A AT WALL TYP. TOP PLATE TYP. TOP PLATE SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" TRUSSES PERPENDICULAR 11 SPLICE AT FLUSH BEAM 12 SPLICE AT DROPPED BEAM 13 BEAM TOEN AILIN G 14 EXTERIOR WALL TO FRAMING 15 TYP. STAIR FRAMING AT WALL WALL PLATE NAILING PER UPPER WALL: BEARING/SHEAR WALL WALL PLATE NAILING PER UPPER WALL: BEARING/SHEAR PER PLAN AND WALL SCHEDULE SCHED. FOR UPPER WALL PER PLAN AND SCHEDULE NOTE: NO WALL ABOVE AT SIM. QQ \ SCHED. FOR UPPER WALL SEE ARCHITECTURAL S. FOR ALL FLASHING DETAILS P.E.N. PER UPPER WALL CONTINUOUS STRAPS 10n FLOOR NAILING PER P.E.N. PER UPPER WALL t POST - WRAP PER FLOOR NAILING PER I DRAG STRUT PER PLAN d, G STRUCTURAL NOTES -• i ; ARCH. STRUCTURAL NOTES \. V ' - it. QQ`' rj ' co) P.E.N. PER LOWER WALL BEAM PER PLAN 1 3/4" PSL BLOCKING t ABU POST WITH \J 2X BLOCKING DIAPHRAGM NAILING N l} ;3 hir \\ 11111 ;? BEAM - ALIGN WITH ►--• c i 11' CENTPOSER OF WOOD 3 3 3 3 3 3 I _ 1 3 1 3 1 3 f . .. .. .. .. , u\t \ j\ } 0 - - 1 I 4%' 0\ BLOIK FLDOR i• • • • ,•* • •, RECEIVED N I N DIAPHRAGM EDGES I I I CITY OF TUKWIL ' \\s® loo uriiii M f> : - ►- .mM.. .... ... MAY 15 2015 SIMPSON A35 :EKG. BEAM/HDR 0 SIM. I JOIST JOIST PER TO TOP PLATE BEYOND" it ,- H PagilliEdialLRI'-° SPACING PER PER PLAN P.E.N. PER LOWER WALL ?? PER PLAN R PLAN - TYP. SHEARWALL SCHEDULE ° ' ' ` PANEL SHEATING NAILING / " I 2) 5/8 DIA. " {f x t? I 1 BEAM EPC POST POST CAP SHEARWALL BEYOND TO MATCH LOWER WALL LAG SCREWS ?? ? PO STRAP PER PLAN I-- SHEAR WALL SCHED. ? AT 24" O.C. ;; II 1 ' W CEILING HOEDOWN (TYP.) LOWER WALL: CEILING BEARING/SHEAR WALL STAGGERED CA 18 W PER ARCH, PER ARCH. PER PLAN AND SCHEDULE 2X LEDGER RECEIVED CITY OF TUKWILA SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" JOIST PERPENDICULAR JUL PERMIT 102014 E--ii ....-4 SCALE: 3/4" = 1'-0" SCALE 3/4" = 1'-0" CENTER 16 SHEAR ALL TO BEAM 17 TYPICAL DRAG STRUT 13 19 LOAD TRANSFER DETAIL 20 TYP. SECTION AT DECK FRMG. W rz-i 0 103/09/10 FILE: 09052E9.0 JOB #: 10014 A Ln 0 0 PHASE 1 REVIEW COMMENTS DATED 5/13/2010 PHASE 1 PERMIT SUBMITTAL PLOT: 05/27/10 IA rTi CAD: TRE ENGR: TRE °z 1 1 II _CA +J E O rl g rTH 7774 Ct U a • v.--I Fammi o 3429 S. 144th St. Tukwila, WA 98188 S9.O UPPER WALL: BEARING/SHEAR WALL WALL PLATE NAIUNG PER PER PLAN AND SCHEDULE SCHED. FOR UPPER WALL •`G 1 0 D vl FLOOR NAIUNG PER TO EA. STUD NOTESSTRUCTURAL P.E.N. PER UPPER WALL ROOF VENTED BLOCKING X X --... FRAMING PER RIM TO TOP PLATE PLAN PER SHEARWALL SCHEDULE NOTE: FRAMING AT PER PLAN RE: ARCH. P.E.N. PER LOWERPERPENDICULAR WALVHEADER PER PLAN : 3 2 LOW A.,..T FLOOR 1 4 ----\__ 2x8 FLAT VALLEY ' ' NOTE: FIRE AND SOUND RATING • - ROOF AMINC ATTACH • INFORMATION PER ARCH. 8d AT 6 O.C. 7/S9.1 8d 0• k-o, : 0•PER PRE 2X4W/(2)0.131"X3" GT (3) 8d TO BLOCK — TYP. NAILS TO EACH TRUSS TYP. "*.,._,,.._ —FABRICATED,,, ROOF TRUSS 0 24"0C111 RE: BRACES 1O/S9.1 FOR FRAMING ANGLE BETWEEN (2) 2X ®SHEARWALLS TYP. / rAiATTACHMENT ril -'--- --------'- ------- i l Ili -----------------`-'. ---.4.,...,,,, ill * TROO,F, 11.-- itit'ir.. ... ._ ..._ 2x8 RIDGE BEAM (ATTACH TO 2x8 VALLEY MEMBERS :. TN) BLOCKED ATTIC • CONTINUE\ ROOF ! ' , ilirr(.131 ► U.N.O. '' I DRAG TRUSS RE: PLAN A3?i2)8dx1i/2» W/NAILS "DIA.X1 1 /2") 0 48"0C PER PLAN Iitt_ , , ti ! I ! i ,el . ' ‘ 1 s , EH FA• .f,i n4...,x.la,L}..e. .n....n4...Y .,n.n ._ci.l.inn,:n -:.,....,..:nn.......J.. a ........:....:. i.. 'e... .. . 1' '-,PROVIDE :-' -SHEARWALL 1.- • TRUSSES PER PLAN DIAG. BRACE 0 8 O.C. W/ 01I I I ill SHEARWALL RE. PLANUNDE- TRUSS — DESIGN FOR 150 1 I ' 0.131"X3" TOENAIL 0 6" O.C. ..1000111' 2x -:. OVERFRAMING. - • PLF TOP DRAG LOAD APPLIEAD CHORD AND TRANSFEREE AT SHEATHING SHEARWALL ' AND NAILING PER SCHED. TYP. PAR LLEL DRAG TRUSSESUSE - • • r • NOTE: • ESIGNED • TRANSFER • 'EEN .ED LATERAL LOAD. , GIRDER - 2x6 c IF .'YPICAL TO BOTTOM CHORD TYPICA PARALLEL 10 TRUSSES A PARTY WALLS ARTY LS BETWEEN BRACING 8 TRUSS9 7 i OVERFRAMING 6 • • '' RECEIVED MAY 9 5 2015 PERMIT CENTER y' ,. D • ( I NOTE: FIRE AND SOUND RATING 8d ® 6" 0.C. TRUSS INFORMATION PER ARCH. 8d AT 6" O.C. TO BLKG. GIRDER/DRAG OVER —FRAMING PER PLAN W/ DOUBLE TOP CHORD CONT. ' 2X8 0 W/ (2)" ARCH. 16" O.C. RAKE GWB EA. WALL SIDE PER 4 FRAMING PER PLAN \ '\, \cn --, \, '',--, ` yPER 044,0110, - -- \ i :III► .t, i,7 44 ,. 4 4 A35 048" •.C. SHEAR DESIGN TRUSS BY• • • - - • • • _ 8d 6" O. I. ES \ sll 2X VENTED B ► NAIL TO RAF W/(2) 12d 2ACH SIDE G. RSy: PLAN Cr3 ml \ \ --„ w .,..`;: ,".,'"...".:S=1.7:'2, ................t',:...-....o :i:::.`r.. _ _ :4",i; ,r•:sv^..._;S.',`,...:;Y.:i::'....;:?':..n...nn..h. ,• :, :i....:',Y...', ... . . . . . . mad %ri ROOF TRUSS PER PLAN TRUSSES PER PLAN TRUSSES PER PLAN OVER FRAMING AS REQ'D. I ®48" O.C. , 7 /7/ / SIMPSON H2.5 OVERHANG PER ARCH:THECTURAL SEE EAR WALL 0.131"X3" TOENAIL ®6" O.C. BLKG. TO TOP PLATES I 0.131"X3" BLKG. TOENAIL ®6" O.C. TO TOP PLATES - HANGER SHEARWALL - /f TYPICAL PERPENDICULAR SHEATHING SHEARWALL AND SCHED. NAILING PER TYP. LTP4 ®24" O.C. BEARING AND SHEAR WALL TYPICAL SCHEDULE WALL BEYOND SCALE: 3/4" = 1'-0" 15 TRUSSES AT PARTY WALLS 14 RAISED HEEL TRUSS TO WALL • 11 DRAG TRUSS TO WALL 8di •60.CO.C. PER PLAN id TOENAIL ROOF • &-. 13.14 f FRAMING — PER PLAN ROOF PER PLAN STD ROOF TRUSS CLIPS IN, TRUSS = ROOF SHEATHING PER 2X4 BLOCKING EAVE PER ARCH. • NAIL IN OHOLE .C. TO EA END STRUCTURAL NOTES, SHEET S1.0 SLOTTED ALLOW VERTICAL TRUSS MOVEMENT \ EA. BRACE 2X4 EDGEWISE ® 24 O.C. , PER PLANMING RBPC ROOF BOUNDARY 2X4 ®48' \ + + I AllGABLE (6) 12d PROVIDE (2) 2X4 DIAGONAL BRACE END TRUSS A35 ` _ \ , CLIP 0 48"0.C. \ H ` (6) 10dX1 1/2" (.148"DIA.X1 1 /2") ` DS DRYWALL STOP AT 4 O.C. I '- 16 O.C. TO WALL PER FLAT 2X BRACE NOTES 12d 6 O.C. M--1 ` ` ` . 8d 0 6" O.C. TO TOP PLATE , n _, _ ;, 2X VENTED BLKG. TOE .NAIL TO TRUSS . BELOW: ►1 -I. ;, i 1 li ,.,y ...• ' 1 I ►, _ , W/(2 12d EACH SIDE II (.148 DIA.X3 1/4") :, __W______ .,.. X \< I CEILING =.__X \< FASTENERS 1,-, I' "' SIMPSON H2.5 0 48"0.C. W/(5) 8d (.131X1 1/2") TRUSS W/(5) 8d (.131X1 1/2") TOP PLATE ARCHITECTURAL BLOCK AS REQ'D FLAT 2X BRACE NOTE: DIAGONAL BRACE REQUIRED PANEL EDGE O• 0.C. W/ (8) :. 1 I SHEAR WALL 16" +/— HOLD BACK FROM WALL TO ALLOW E WHEN CROSSWALLS ARE GREATER THAN I 8' APART FORA 2X4 FLAT BRACE is NAILING SEE SHEAR WALL l TRUSS CHORD MOVEMENT i I BEAM/HDR 0 SIM. SECTION — BY SIDING/TRIMS SEE SHEAR WALL , NONBEARING WALL h--4 10' APART FORA 2X6 FLAT BRACE -- — '^ 12' APART FORA 2X8 FLAT BRACESCHEDULE . = SCALE: 3/4 1-0 PERPENDICULAR SCALE: 3/4" = 1'-0' SCHEDULE S1.2 WALL PERPENDICULAR WALL PARALLEL N • SCALE 3/4 = 1-0 20 NONBEARING WALL SUPPORT P., 19 EXTERIOR WALL AT ROOF 18 TYP SHEARWALL TO TRUSS 17 SHEAR WALL TO TRUSS 16 TRUSS BRACING AT END WALLS J Structura Seattle, WA 98109 Suite 302 180 Nickerson Street 206.285.0618 (F) 206.285.4512 (V) Acv o 0 0 03/09/10 FILE: 09052_E9.0 JOB #: 10014 0 PHASE 1 REVIEW COMMENTS DATED 5/13/2010 PHASE 1 PERMIT SUBMITTAL PLOT: 05/27/10 51 CAD: THE ENGR: THE °z I 1 3429 S. 144th St. Tukwila, WA 98188 S9.1 SATE IP_E SET:PLAN PA.E 31 Lot Townhouse Sub -Division 3429 S. 144th Street, Tukwila, WA 98168 PN's: 004000-0083, 004000-0087, 004000-0087, 004000-0088, 004000-0094, 639110-0000 and 6391110000 6433610240 FEB 2 6 2t14 REVIEWED FOR CODE COMPLIANCE -JUN. 0;9 ,20j5 :BUILDING DIVISION: RECEIVE)) ` . . . CITY:QF:TUKWILA PERMIT CENTER PHASE I SEWER SYSTE END, CAP AND BLOCK WATER MAIN APPRO?C. 3'-BEFORE PHASE I! 11 LINE. PROVIDE BLOW OFF VALVE NEAR END AS DIRECTED BY WATER DISTRICT INSPECTOR. (THE REMAINDER OF THE WATER MAIN SYSTEM TO CONTINUE UPON CONSTRUCTION OF PHASE SITE IMPROVEMENT .OVEM:.NT PLAN PHASE, 31. Lot Townhouse Sub -Division 3429 S. 144th Street, Tukwila, WA 98168 PN's: 004000-0083, 004000-0087, 004000-0087, 004000-0088, 004000-0094, 639110-0000 and 6391110000 6433610240 Note Reference Water Services to Buildings: 1: All taps and water service lines from the water main to meter boxes to be 1 inch diameter. 2. Upon completion of fire flow tests for newly installed on -site fire hydrants, those buildings requiring interior fire sprinkler systems (as determined by the Tukwila Fire Department) will be fitted with 1 inch meters and bases. Those not requiring sprinkler systems will be fitted with 3/4 inch meters and bases. 3. All water service lines from the meters to the buildings to be 1 inch diameter, 4. All specifications for the above to be per current Water District #125 criteria and standard details. 2" MIN. 6" MAX, PROVIDE TRUST BLOCK 5" STORTZ CONC. BLOCKING DIM. l'X3'X3" UNDISTURBED SOIL 18" FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF FARWEST PAINT. CASE YELLOW, !iX•_3472: HYDRANTS ARE TO EQUAL MUELLER {qA-24015,. OR MUELLER A--423. HYDRANTS SHALL CONFORM TO A.W,W.A. SPECIFICATIONS C 502•-54; SHALL SE COMPRESSION TYPE AND SHALL HAVE A TWO PIECE BREAKING FLANGE WITH BREAKING THIMBLE AT THE GROUND LINE OR STEM; . SHALL HAVE A SELF -OILING DRY BONNET WITH FACTORY FILLED RESERVOIR HOLDING APPROXIMATELY 8 OUNCES OF 01L. OIL RESERVOIR SHALL. 9E SO DESIGNED AS TO GIVE A COMPLETE LUBRICATION OF STEMS EACH TIME THE HYDRANT IS OPERATED. THE UPPER STEM SHAD. HAVE A BRASS SLEEVE. SIDEWALK PER TVKWILA/SEATAC/ KING COUNTY STANDARDS' \/\\\\\ \\ ; - Idin. 3' & Max. SO' ---- MECHANICAL JOINT .-.w- +..v+r try . ._.......cxa: :. - ...:.• ...... ...`_>,-., 1/2 YD. PEA GRAVEL OR WASHED ROCK ( 3/8" TO 3") 6" DIA. DUCTILE IRON PIPE CURB ,5c GUTTER 2-3/4" ASPHALT COATED SEC 13LOCKiNG FINISHED PAVEMENT. SEE VALVE SOX DETAIL. 6" RESILIENT WEDGE GATE VALVE CAST IRON TEE (CEMENT LINED) -MJ X MJ X FL. STEEL SHACKLE FLANGE JOINT DETAIL UNDISTURBED S011. PROVIDE SHACKLE RODS OR MEGALUGS NOTES; PER LOCAL JURISDICTION A. HYDRANTS SHALL DE EQUIPPED 'MTh TWO 2 1/2" N.S.T, HOSE' PORTS AND ONE 5" STORTZ PUMPER. DISCHARGE PORT, AND SHALL HAVE A 1 1/4" PENTAGON OPEN -LIFT OPERATING NUT, HYDRANTS SHALL HAVE A 6" M,J. BOTTOM CONNECTION AND 5 1/4" MAIN VALVE OPENING, AND SHALL HAVE 18" ABOVE GRADE LEVEL. TO THE CENTER OF THE PUMPER DISCHARGE PORT. R. WHERE NO CURD & GUTTER IS INSTALLED, FIRE HYDRANT SHALL BE LOCATED (1N RELATION TO STREET CENTER LINE) CLOSE TO PROPERTY LINE. C. HYDRANT INSTALLATIONS ; f0 13E PER THIS STANDARD PLAN AND REQUIREMENTS OF TUKWILA MUNICIPAL CODE 14.24 AND CITY ORDINANCE OR CITY OF SEATAC REQUIREMENTS. 41'" NST CITIES OF SEATAC AND TUKWILA 43" SST KING COUNTY STD,. DETAIL No. 3 FIRE HYDRANT ASSEMBLY DETAIL 5\93102.\CAD\5T 0200 Oi$YRt'CT nePRO'4 a flA1 . ,.PPROYtD Kir1g County. tatter District RE,VEV\IEE't.1ANGE PERMIT CENTER