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HomeMy WebLinkAboutPermit D09-098 - LARSON RESIDENCE - NEW HOUSECARSON RESIDENCE 5630 S 147 ST D09 -098 Parcel No.: 3365900515 Address: 5630 S 147 ST TUKW Tenant: Name: LARSON RESIDENCE Address: 5630 S 147 ST , TUKWILA WA Owner: Name: LARSON DAVE NORMAN Address: 6285 S 153RD ST , TUKWILA WA 98188 Phone: Contact Person: Name: DAVE LARSON Address: 6285 S 153 ST , TUKWILA WA 98188 Phone: 206 - 409 -8771 Contractor: Name: POWELL BROTHERS LLC Address: PO BOX 98309 , DES MOINES WA 98198 Phone: 206 - 824 -8001 Contractor License No: POWELBL982K1 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW SINGLE FAMILY RESIDENCE WITH ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE CONSTRUCTION ENTRANCE /DRIVEWAY, EROSION CONTROL, LAND ALTERING, STORM DRAINAGE, SANITARY SIDE SEWER, STREET USE, AND WATER SERVICE (WM IS EXISTING & NEEDS TO BE TURNED ON). Value of Construction: Type of Fire Protection: Type of Construction: EQUIPMENT AND FIXTURES: doc: IBC -COMBO Citylif Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us COMBINATION PERMIT - NEW SINGLE FAMILY $214,549.24 Fees Collected: $5,964.80 International Residential Code Edition: 2006 Occupancy per IBC: 22 Mechanical: Furnace <100K BTU... 0 Applicant Vent 0 Ventilation fan connected to single duct.... 1 Thermostat 0 Wood/gas stove 0 Water heater (elect) 1 Generator 0 Other equipment 1 * * continued on next page ** Permit Number: D09 -098 Issue Date: 08/25/2009 Permit Expires On: 02/21/2010 Expiration Date: 04/14/2011 Plumbing: Bathtub (or bath/shower combo).. 1 Bidet 0 Clothes washer 1 Dishwasher 1 Floor drain I Shower 1 Lavatory (bathroom sink) 2 Sink 2 Water closet 2 Water heater (gas) 0 Lawn sprinkler.... 0 Gas piping outlets... 0 D09 -098 Printed: 08 -25 -2009 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 300 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: I hereby 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 tltep,erformance of work. I am authorized to sign and obtain this development permit. Signature: Print Name: doc: IBC -COMBO City oftukwila r Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206- 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Y Y N t o J2vSoh Permit Number: D09 -098 Issue Date: 08/25/2009 Permit Expires On: 02/21/2010 Private: Public: Profit: N Non - Profit: N Private: Public: Date: Date: " ) e ) This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D09 -098 Printed: 08 -25 -2009 Parcel No.: 3365900515 Address: 5630 S 147 ST TURIN Suite No: Tenant: LARSON RESIDENCE 1: ** *BUILDING DEPARTMENT CONDITIONS * ** S City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D09 -098 Status: ISSUED Applied Date: 06/09/2009 Issue Date: 08/25/2009 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: 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. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, 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: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: 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. 12: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 13: 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. 14: 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. 15: 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. doc: Cond -10/06 D09 -098 Printed: 08 -25 -2009 19: ** *PLUMBING AND GAS PIPING * ** • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 17: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 18: 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. 20: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 21: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 22: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 23: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 24: 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. 25: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R -3. 26: 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. 27: 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. 28: 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. 29: 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. 30: 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. 31: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 32: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Cond -10/06 D09 -098 Printed: 08 -25 -2009 33: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 34: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required rescue window. 35: Maximum grade for all projects is 15 %. 36: 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) 37: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 38: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 39: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** • a City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 40: Minimum 48 hours in advance the owner or the contractor shall call Tukwila Public Works at (206)433 -0170 to schedule a preconstruction meeting. The applicant must notify the City Project 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. 41: Contractor shall notify Public Works Project Inspector at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 42: Work affecting traffic flows shall be closely coordinated with the City Project Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 43: 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. 44: Permit is valid between the weekday hours of 7:00 a.m. and 3:30 p.m. only. 45: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control if required. Sweep or otherwise clean streets to the satisfaction of Public Works each night around the work zone (No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 46: Any material spilled onto any street shall be cleaned up immediately. 47: Clean and remove debris from City catch basin in and around hauling routes. Provide adequate temporary access as not to interfere with other vehicle movement or cause trucks to travel over curbs. All vehicles must make a complete stop prior to entering public right -of -way. 48: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 49: From October 1 through April 30, cover any slopes and stockpiles that are 3H: IV or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. doe: Cond -10/06 D09 -098 Printed: 08 -25 -2009 doc: Cond -10/06 . Ir City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 50: 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. 51: 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. 52: The UNI ECO -Stone Permeable Pavers at the new driveway shall be installed per manufacturers specifications starting at a distance min. 1.5 ft into the private property. Installation of these pavers inside the City Right of Way is not allowed. * *continued on next page ** D09 -098 Printed: 08 -25 -2009 I hereby certify that I have read these conditions and will comply with them as outlined. 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 provision of any other work or local laws regulating construction or the performance of work. Signature: y‘ J ru' Print Name: ])(:),Q-e -"'v doc: Cond -10!06 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Date: A,, 7s D09 -098 Printed: 08 -25 -2009 CITY OF TUKWILA COMMUNITY DEVELOPMENT DEPARTMENT PUBLIC WORKS DEPARTMENT PERMIT CENTER 6300 SOUTHCENTER BLVD., SUITE 100 TUKWILA, WA 98188 http://www.ci.tukwila.wa.us 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** PROPERTY INFORMATION - SITE ADDRESS: ✓ Y J 7 _l ink S- PROPERTY OWNERS NAME: ,I/\V 1 n cy MAILING ADDRESS: (DZf)S S I S31� J 1 CONTACT PERSON - WHO DO WE CONTACT WHEN THE PERMIT IS READY TO BE`ISSUED - NAME: - 1AI - -S 11\r) AeC MAILING ADDRESS: ,� n .� CITY STATE ZIP E -MAIL ADDRESS: /,{i(/ / A.V t0�► t r(1�/►'l (Jul- t , Q FAX NUMBER: GENERAL CONTRACTOR INFORMATION COMPANY NAME: 16 ( - . L T ( ► 1v i� E MAILING ADDRESS: 7i2'LI1 p ly--.I t'tE V1 EAY Idle. s 12 cc I..I(71i\re- - t., !rte E CONTACT PERSON: P� i� N1E4 - DAY TELEPHONE: (2--. ZIP E -MAIL ADDRESS: % PIM �'-S � P Q Q t /1 DyWIpS • C00/N FAX NUMBER: ( — ' 0 �- 9O (5 CONTRACTOR REGISTRATION NUMBER: fin A) I L B L°I 92-1 EXPIRATION DATE: 4 I4 /zo I I PROJECT INFORMATION; VALUATION OF PROJECT (CONTRACTOR'S BID PRICE): $ 100 t 0 00 SCOPE OF WORK (PLEASE PROVIDE DETAILED INFORMATION): t' -1IJS' U(PQIJ f)4`- ,U) S ItJ& . —F4M ILi/ I DETAILED BUILDING INFORAMTION - PROJECT FLOOR AREAS BASEMENT NONE 1 FLOOR 2 FLOOR 1 Inj 1 GARAGE CARPORT ❑ 1v41 DECK - COVERED UNCOVEREd ( - i /_ ` r E O , 242_ uN TOTAL SQUARE FOOTAGE ?OSED'SQUARE , FOOTAGE 0 SPRINKLERED BUILDING? ❑ YES H:WpplicationsWorms- Applications On Line12009 Applications 142009 - Permit Application - SFR Combination.doc Revised: bh CITY KING CO ASSESSOR'S TAX NO.: 374/5 ‘100 5! 15 W � STATE `TO er ZIP DAY TELEPHONE: ( 2-00 16°1 I X NO FIRE SUPPRESSION SYSTEM PROPOSED /REQUIRED? ❑ YES WA R ?I XNO Page I of 3 PUBLIC WORKS PERMIT INFORMATION - SCOPE OF WORK (PLEASE PROVIDE DETAILED INFORMATION): COPES NI- -IC- pL A 10.N) � N 2 (AJ S IN16)L rIti" I? C ✓ (D�.N c/fi ,,1 CPAI I G IA i Ks - t c�.j�l( _ems f +1 Y .v .rte C,1'4P c' !8/0$ Wtt fie. ahN R1 CALL BEFORE YOU DIG: 1- 800 -424 -5555 PLEASE REFER TO PUBLIC WORKS BULLETIN #1 FOR FEES AND ESTIMATE SHEET. W ATER DISTRICT ..TUKWILA ❑ ...WATER DISTRICT #125 ❑ ...HIGHLINE 0... WATER AVAILABILITY PROVIDED SE ER DISTRICT . TUKWILA ❑ ... VALLEY VIEW ❑ ...RENTON ❑ ... SEATTLE SEWER USE CERTIFICATE ❑ ...SEWER AVAILABILITY PROVIDED SEPTIC SYSTEM: ❑ ...ON -SITE SEPTIC SYSTEM — FOR ON -SITE SEPTIC SYSTEM, PROVIDE 2 COPIES OF A CURRENT SEPTIC DESIGN APPROVED BY KING COUNTY HEALTH DEPARTMENT. SUBMITTED WITH APPLICATION (MARK BOXES WHICH APPLY): ❑ ... CIVIL PLANS (MAXIMUM PAPER SIZE — 22" X 34 ") 0... TECHNICAL INFORMATION REPORT (STORM DRAINAGE) ❑ ...GEOTECHNICAL REPORT ❑ ... TRAFFIC IMPACT ANALYSIS ❑ ... BOND ❑ ...INSURANCE ❑ ... EASEMENT(S) ❑ ...MAINTENANCE AGREEMENT(S) ❑ ... HOLD HARMLESS — (SAO) ❑ ... HOLD HARMLESS — (ROW) PROPOSED ACTIVITIES (MARK BOXES THAT APPLY): ❑ ... RIGHT -OF -WAY USE - NONPROFIT FOR LESS THAN 72 HOURS 0... RIGHT -OF -WAY USE - PROFIT FOR LESS THAN 72 HOURS . RIGHT -OF -WAY USE - NO DISTURBANCE ❑ ... RIGHT -OF -WAY USE - POTENTIAL DISTURBANCE CI... CONSTRUCTION /EXCAVATION /FILL - RIGHT -OF -WAY ❑ NON RIGHT -OF -WAY ❑ Xr.. TOTAL CUT 3 0d CUBIC YARDS ❑ ..WORK IN FLOOD ZONE ❑ ... TOTAL FILL CUBIC YARDS SANITARY SIDE SEWER ❑ ...ABANDON SEPTIC TANK ❑ ... CAP OR REMOVE UTILITIES ❑ ... CURB CUT ❑ ... FRONTAGE IMPROVEMENTS ❑ ...PAVEMENT CUT ❑ ... TRAFFIC CONTROL ❑ ... LOOPED FIRE LINE ❑ ... BACKFLOW PREVENTION - FIRE PROTECTION IRRIGATION DOMESTIC WATER ❑ ... PERMANENT WATER METER SIZE... " WO # ❑ ... TEMPORARY WATER METER SIZE .. " WO # ❑ ...WATER ONLY METER SIZE " WO # ❑ ...DEDUCT WATER METER SIZE ❑ ... SEWER MAIN EXTENSION PUBLIC ❑ PRIVATE ❑ ❑ ... WATER MAIN EXTENSION PUBLIC ❑ PRIVATE ❑ FINANCE INFORMATION — THIS INFORMATION IS REQUIRED TO BE FILLED OUT WHEN REQUESTING WATER OR SEWER SERVICE FIRE LINE SIZE AT PROPERTY LINE NUMBER OF PUBLIC FIRE HYDRANT(S) ❑ ... WATER ❑ ... SEWER 0... SEWAGE TREATMENT MONTHLY SERVICE BILLING TO: NAME: DAY TELEPHONE: MAILING ADDRESS: WATER METER REFUND /BILLING: NAME: DAY TELEPHONE: MAILING ADDRESS: CITY STATE ZIP H:Wpplications\Forms- Applications On Line\2009 Applications \4-2009 - Permit Application - SFR Combination.doc Revised: bh ❑ ... STORM DRAINAGE CITY 0... RENTON ❑ ... GREASE INTERCEPTOR ❑ ... CHANNELIZATION ❑ ... TRENCH EXCAVATION ❑ ... UTILITY UNDERGROUNDING STATE ZIP Page 2 of 3 EQUIPMENT AND FIXTURES - INDICATE NUMBER OF EACH TYPE OF FIXTURE TO BE INSTALLED AS PART OF YOUR PROJECT. MECHANICAL: 5 VALUE OF MECHANICAL WORK $ PLUMBING: VALUE OF PLUMBING /GAS PIPING WORK $ BATHTUB (OR BATH /SHOWER COMBO) DISHWASHER Z LAVATORY (BATHROOM SINK) 0 WATER HEATER FURNACE <100K BTU THERMOSTAT EMERGENCY GENERATOR PROPERTY OWN AUTHORIZED AGENT: SIGNATURE: (XL PRINT NAME: ■ti ° L—CxU S I DATE APPLICATION ACCEPTED: FUEL TYPE: X ELECTRIC / ❑ GAS APPLIANCE VENT VENTILATION FAN CONNECTED TO SINGLE DUCT I/v WOOD /GAS STOVE Y ". WATER HEATER (ELECTRIC) K OTHER MECHANICAL EQUIPMENT E i L 11 (L ff`) ^' r 1C- 1 I tr-Ki r-LoO 50,DDO BIDET FLOOR DRAIN SINK LAWN SPRINKLER SYSTEM H: ApplicationsWForms- Applications On Line\2009 Applications \4-2009 - Permit Application - SFR Combination.doc Revised: bh CLOTHES WASHER SHOWER WATER CLOSET GAS PIPING OUTLETS PERMIT APPLICATION NOTES — APPLICABLE TO ALL PERMITS IN THIS APPLICATION - VALUE OF FIGURE WILL BE REVIEWED CONSTRUCTION WED AND IS SUBJECT TO POSSIBLE O THE BY E 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 1 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 1 am authorized to apply for this permit. DATE: / ` 9 S DAY TELEPHONE: 20 40 l ( 1 J � MAILING ADDRESS: Co .�"`� 1 .LL\_.w CITY STATE f_ (TT) ZIP STAFF INITIALS: DATE APPLICATION EXPIRES: Page 3 of 3 i QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 ST 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME DAVE Laa ON Neu) PERMIT # DOS' - 8 If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE $250 (1) 2. Enter total construction cost for each improvement category: Mobilization Soo. oo Erosion prevention /00,.c Water /Sewer /Surface Water SSce _ a o RECEIVED CITY OF TUKVVILA Road/Parking /Access A. Total Improvements - 7 ao•• oo JUN 2 5 2009 3. Calculate improvement -based fees: PERMITCENTER B. 2.5% of first $100,000 of A. A.4". ov 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) $ / 7'S ' (4) 5. Enter total excavation volume cubic yards Enter total fill volume cubic yards Use the following table to estimate the grading plan review and permit fee. Use the greater of the excavation and fill volumes. GRADING Plan Review and Permit Fees • • $ (5) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application /plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised Jan. 2009 1 INCOMPLETE LTR# D01- D11 QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 —100 $37.00 101 — 1,000 $37.00 for 1 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 $194.50 for 1st 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 1 00,000 $325.00 for the 1 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. 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 6. Permit Issuance/Inspection Fee (B +C +D) 7. Pavement Mitigation Fee $ 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 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. ; Approved 09.25.02 Last Revised Jan. 2009 • BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 2 $ (6) (7) (8) Parcel No.: 3365900515 Address: 5630 S 147 ST TUKW Suite No: Applicant: LARSON RESIDENCE Receipt No.: R09 -01333 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us Initials: WER Payment Date: 08/25/2009 01:43 PM User ID: 1655 Balance: $0.00 Payee: DAVE LARSON TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1124 4,215.35 Authorization No. ACCOUNT ITEM LIST: Description RECEIPT Account Code Current Pmts BONDS /DEPOSITS 000.239.100 1,000.00 BUILDING - RES 000/322.100 2,306.85 MECHANICAL - RES 000/322.100 180.00 PLUMBING - RES 000/322.100 240.00 PW LAND ALT PERMIT FEE 000/342.400 72.00 PW LAND ALT PLAN REVIEW 000/345.830 37.00 PW PERMIT /INSPECTION FEE 000/342.400 175.00 PW PLAN REVIEW 000/345.830 175.00 STATE BUILDING SURCHARGE 640.237.114 4.50 WATER TURN -ON FEE 401/343.405 25.00 Total: $4,215.35 Permit Number: D09 -098 Status: ISSUED Applied Date: 06/09/2009 Issue Date: 08/25/2009 Payment Amount: $4,215.35 PYM ENT RECEIVED doc: Receiot -06 Printed: 08 -25 -2009 Parcel No.: 3365900515 Address: 5630 S 147 ST TUKW Suite No: Applicant: LARSON RESIDENCE Receipt No.: R09 -00855 Payee: DAVE LARSON TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1119 1,749.45 Authorization No. ACCOUNT ITEM LIST: Description • 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http. / /www.ci.tukwila.wa.us PLAN CHECK - RES 000/345.830 PW BASE APPLICATION FEE 000/322.100 RECEIPT Account Code Current Pmts Total: $1,749.45 Permit Number: D09 -098 Status: PENDING Applied Date: 06/09/2009 Issue Date: Payment Amount: $1,749.45 Initials: WER Payment Date: 06/09/2009 03:04 PM User ID: 1655 Balance: $2,731.35 1,499.45 250.00 PAYMEJ' T RECEIVED doc: Receiot -06 Printed: 06 -09 -2009 Project: /j' Type of Inspection: K:VAI--- &A. Address: 563o 5./17 5r. Date Called: Special Instructions: Date Wanted: OC Cmn,, P. . Requester: Phone No: /AC 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 0 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: &I1-PA orakire Inspector: 01/2-ch Date: ri $60.00 REINSPECTION FEE R WIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.', Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: COMMENTS: i filPe h Aiv lM / 1:70.1n /- (o►. -..o /fie Address: 5l'30 s' /V7 5T / e0 ia+v / ,' , , / Nfl�',•'re( 7- , v , •-. -,r d ,�� /, �� /r.v f ;t/ii / C'�� fi2Rr.t — 4 /tV . Date Wanted: S'a25 '0 a.m Requester: Phone No: Project: : 1- 19/50/1/ 4)45. Type of Inspection: c/A/4 L --/neo lot./(0 ot./�,9 I Address: 5l'30 s' /V7 5T Date Called: Special Instructions: - Date Wanted: S'a25 '0 a.m Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. p_ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100,►Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. ipt No.: /7 ip og Date: 8 -as - � .00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be d at 6300 Southcente Blvd., Suite 100. Call to schedule reinspection. 'Date: Project: k e J ; g L-- C Type of Inspection: F, tit # /1A e/i . � �f0A Ad 'cc3a S. il ,Cr Date Called: Special Instructions: Date Wanted _ r "- - .....4 p.m. Requester: Phone i - '4 23 - Z2 3 Doge - 0 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 ❑ Approved per applicable codes. Iorrections required prior to approval. COMMENTS: kvv, k coAvter t1.1 IN JA- - C1L+A 1 JVJ.rv� Inspe : • r: Date: - z — Icz E "6 00 REINSPECTION FE REQUIRE .Prior to inspection, fee must be a' at 6300 Southcenter Blvd., Suite 00. Call to schedule reinspection. Rec t No.: ,/ 'Date: Pro'ect: Type of Inspection: Ad ress: 5(40 3 • /1- 1.41 r7 ST Date Called: Special Instructions: C3 00 I Date Wanted: a.m : - 2-3 -10 p.m. Requester: Phone No: '2,0 (0 —all ' 3 - 22.SL INSPECTION RECORD Retain a copy with permit INSPE ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION • IA 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. 1 COMMENTS: co AS— ki' A 9 Insp or: A A A A Date 7 / $6¢.00 REINSPECTION FE REQUIRED r to inspection, fee must be p d at 6300 Southcenter B d., Suite 700. all to schedule reinspection. R:c pt No.: I 'Date: COMMENTS: Type of Inspec 'on: �,iM� _S Date ailed: �� V 2 =: .. •2.fM.. , A Jh- A Special Instructions: 03 1 0 % O t 05 ( I' ° 16) Date Wante A e--)c. . ► e. cJl � n Jo p•m. % n S P_ -T. X r 6.--3A c , i h ^/ - CA) r6 S kot,_,( L A o r s „._e,69 /,„8„r-a. �—� A it Pro'ect: LAzo� ,r�es Type of Inspec 'on: �,iM� _S Date ailed: �� V 2 Addres 03 O S. (4 � �i Special Instructions: 03 1 0 % O t 05 ( I' ° 16) Date Wante - 2-_S — (6 p•m. Requester: Pho a "(P. ^/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0'098 PERMIT NO. (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. In pector: Date:3 2-s4 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: CO MEENTS: Q) C A T/ U r 1 e.f� ,m,,fr ,r 71-t,1 J4 4- 1 ,' ,J Do2 t a r 1 ( L)7 L d r i' _s 14 til 0J X 7 ;A y C ( ,41, It .e A ,) 1,0 J, AAA J ti (f 1. Date Wanted:3 _ - ,^ �J .m. .m. Requester: Phone No: 7A(e d -22-s w Project: /w D SO^ /(e s .' J e CE (�W Type of Inspection: e .�/ 1 IA PH( J(�l l� Address: �-' Date Called: Special Instructions: O3,S loS - O j* I ^ '; Date Wanted:3 _ - ,^ �J .m. .m. Requester: Phone No: 7A(e d -22-s INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 bob' - PERMIT NO. (206)431 -3670 Approved per applicable codes. Inspector: 4,4 Corrections required prior to approval. Date: _ G El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: !Date: Project: (r liA kP Type of Inspection: - ,1 M 71-AS .. Addre s: .5(03 IS . 1 1 9 sr Date Called: a Special Instructions: Date Wanted -Zs- t o a ia• p.m. Requester: Pho CO' 7—°..' ' 1 " INSPECTION RECORD Retain a copy with permit 7,4 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: l tC v n C- fi r. 1 PC). )"\ 0` A. f (Date: S f J ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ProjeSt: A/NA/ /ee f r � Type of Inspection: ^ ( Addre s: S • ` I /4`? Jr Date Called: 1 Special Instructions: 3 1'v445r OA Il 1 A hod' Date Wanted - �� - '� a.m. p.m. Reques Phone No: 2- o` — 4 2.3 ! ,5-6 Approved per applicable codes. COMMENTS: 4 INSPECTION RECORD Retain a copy with permit PERMIT NO. ki .--' CITY OF TUKWILA BUILDIN DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 U Corrections required prior to approval. :s°it WAt/t - �� pry A, _1167/69-tv Cr nspector ECTION FE ' EQUI D. Prior to inspection, fee must be Southcenter Bl I d., Suite 100. Call to schedule reinspection. Rece' s • .. 'Date: Project: 0.-5,34 ZAP - Type of�nspecti (�� i 1 N \ Ad ress: 63d S ! 4_1 �s�_ Date Called: Special Instructions: Date Wanted: 2 / (- h a • Requester: Phone o• INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. R- (206)431-367 COMMENTS: t ReceiPt No.: Da .00 REINSPECTION FEE ' MIRED. Pr to inspection, fee must be id at 6300 Southcenter Blv ., Suite 100 Call to schedule reinspection. Date: Approved per applicable codes. Corrections required prior to approval. Project: Li r ew R es Type of Inspection: r IR. 404 , N lo Address: '5 3OS ILO ST Date Called: Special Instructions: 03 fal5CL{ - c f Date Wanted: ^ aim. Requester: e Phone No: 20G- 923 -ZZSCo. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: �- 3 5 f-d9 s: s \./ 'q / /ify r4aa Wd — /•Y £ /dn.. /0 / 4 .v. c s i )iD.c Ahu' din 4. 470 CcIld ,' /e,' ,- wore / - / le /'1 f _ S4/14 a/tg )r{ n/ -'Is -54°9; . // -;4i c7a).4,t /e'V 17 ✓ d ;(5, / of ,(h) /� - � r 4 ; / �I 'WW1 - W be 6 di( ¶) Gate 440 rte.) 1-//tS7`4.0 STrlifr cW r° ropc Gay - • - Date. / INSPECTION RECORD Retain a copy with permit --0c8 PERMIT NO. i (206)431 -367 ■ 1 61 . 10 REINSPECTION FE = REQUIR . Prior to inspection, fee must be • -id at 6300 Southcenter B . d., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: Project: A i Type of Inspection: FI�'i00)r Address: Date Called: Special Instructions: Date Wanted: p.m. Requester: Phone No: k3 ' INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0,7-095 PERMIT NO. (206)431 -3670 COMMENTS: t •��'Gsf 9 it Approved per applicable codes. Corrections required prior to approval. $60.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: - Project: 24 ''5®/V /PCS- Type of Inspection: 7? d)/ /? — i n/ Awl Address: 563 4 .5 /5/ 7 Date Called: i Special Instructions: Date Wanted: /-- .z 5 — AO Requester: Phone No: .-2D4 ' V2 3-225 CITY OF TUKWILA BUILDING DIVISION 8-- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Inspect Date: 1` 25--KJ ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: OF COMMENTS: JA-A AVE O Type of Inspection: Q 4 g JI P L e`'1.8 Address: C 500 JoLA 111 Sr - 1 /_• -C`C–- uJ \— J IL p_ ' \DAV- ( r „? L Date Wanted: ,Axt)■ Z 11 Requester: i)( 23 -22C( r- . .0- Project: LA/id o ,2G S��� c Type of Inspection: Q 4 g JI P L e`'1.8 Address: C 500 JoLA 111 Sr Date Called: I Special Instructions: Date Wanted: ^1 a.m. — it '/V P.m Requester: Phone No: 23 -22C( 4t-4,0 INSPECTION NO. INSPECTION RECORD Retain a copy with permit DO -rig PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Date: ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee mustbe paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reihspection. Receipt No.: 'Date: orrections required prior to approval. J Proiect: Proiect: des :Ae.'c Type of Inspection Li ii-(( Sit. ed /" Add : s res � 3o s� 1�? Date Called: Special Instructions: ) " Date Wanted: f 2 -27 '®7 p. Requester: Phone No: 2, 140 — Z'701 I Lq— 9sY INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 D Approved per applicable codes. El Corrections required prior to approval. f \: COMMENTS: O , i O, TO 14/M rf ..2 Inspecto Date: Z -2Z- 60: o .REINSPECTION FEE - EQUIRE . Prior to inspection, f must be at 6300 Southcenter Blvd., Suit = 100. Call to schedule reinspection. Receipt No.: Date: ud- P ect: ro 1192 Sc & / 2 Type of Inspection: ex r4 te )Jl� p � Addrs 30 Date Called: 0 (p O Special Instructions: Date Wanted: AZ- �Z Requester: Phone No: INSPECTION RECORD � �� Retain a copy with permit 7" INSPE ION NO. PERMIT NO. _ CITY OF TUKWILA BUILDING DIVISION F .-- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. CO MENTS: r2 0614,e __ e eXT / I A K N 44/ 7 Spector; .00 REINSPECTI • N FE aid at 6300 Southcenter B REQUIRE d.. Suit Receipt No.: Dat$: / Prior to inspection, fee must Lie 00. Call the schedule reinspection. Date: Pro'ect: -SI 4e .1: oteAci Type of Inspection:. gL1 Ad r ess: 'L 5(0 30 S. 141 Sr Date Called: Special Instructions: Date Wanted: a. Requester: Phone No x 53 - (4 , 0 - 2 1 o4 45 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 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Irk To ( ■ `JP_f 4 Inspect: Date: El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: r 'Date: 8 COMMENTS: 4- 1,TP -4'S e_ 21 Q- c, '= (.UA1( 1501. NA-1`E per siteLt (.mrt, At F-o r Li (ICf .s )A t ; .e s -;/-- y 4or "AvtcJ S u s QA. = 1 1 : n S7 , -t l (-4.)T (,JA -rk e.` per .r: , / 0.ra -( IA-Ou4 - kk; LA-036k !cfes.r .:� N –5- 6) r ttO u'L -use. to - 6 S D s sic car . t l_ – Avtdw/s a 4 p. c. -@._ _,3 f ly t/KG . A3@ _ 24" O. e hr 5.4.'a 2r - W'^I la r; M, tisk_ i, el o " e• C. ag S L. - Ate- /s 32." 0 . `ry P t� ,A -3s"' . S" o• c fur s1,' 0 r,•01 ts `fTr. 1,M ust. l(, ds^ 1" 0.c. 1, Pm M ouM-1 04 .0 i Mii di hi tt I . t ee r .z; uL Jt (e (e €Xe 0 ^4. L JT t,JAilaerl 0 Project: A , !S DA It-es, huk Type of pectlon: � h , { " j� S(� 1 i Address: C(4.3(3 s . 141 ate Called: Special Instructions: Date Wanted: I Z — 1 1 — : 9 ��a�,lr , p.m. Requester: Phone CO _ 423 flS INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes. Date: Ins pecIns peztafT1 k u INSPECTION RECORD Retain a copy with permit OM-o58 PEI MT JT NO. Corrections required prior to approval. ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: --T)...) 0 6 47, Are -. L. .r y � 1 � / 2 6)(---(^A r�r- f ,t -t it P - � to W /l / r'' , el L- ) I ml's L R,:,'/ iu ( JF ,,.J/( C'tii,✓4( 8 •( / 1 �)[ (Ier M( -& df- ....._....._._ m ,A 6../ � �-k _ /) Special Instructions: LA):f` 54 n D A4q SCe.:A /).(.. ra C. P. Requester: I ll Project: ,ARS4A/ Type of Inspection: gn Ale" fell ..CZ 4/S Address: s"G70 S / y7 ..s r Date Called: Special Instructions: Date Wanted: /Of " i "5 C. P. Requester: Phone No: ,,2 — Y2 5 2,5 INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 1 r' Approved per applicable codes. orrections required prior to approval. ❑ $60.00 REINSPECTION EE REQUIRED. Prior to inspection, , fee mu t be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: I _ r Receipt No.: 'Date: COMMENTS: J 7) -7 . , t J\ y ) D I 1 u A f JA 1,0 L `/( A-Ii,A dI– J..-" ? ' ` 1h iris or A--i6 * ' q V i C - V ,"p io .r 1 " f l I <' /- 1.‘y (_.-> n r ltd e. r ' - !1. ? D • , 3 :, .:./) � f ., .1; G._ ) : j NA( "A: F. - f Project: .A1St]^ / J 7) €-^4 Type of Inspection: M C.Jt1 C — C Address: 5'1,3 v 5. 14'1 s1 Date Called: Special Instructions: Date Wanted: m t — (J - O p.m. Requester: Phone 9.06,-41-3— Z 2 SO " 3 c0ti-v INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION .f- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 `(206)431 -3670 ❑ Approved per applicable codes. El Corrections required prior to approval. El $60.00 REINSPECTION FEE EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspe or: Date: Receipt No.: (Date: Project: LAT s0 . , / 2 .. - r.i• . 1 ei Type of Inspectio : 6( J...4 A , ..JJr GC Addres: S C O ?D .. 1, 14T -1 Sr Date Called: Special Instructions: Date Wanted: . 1 , -`a Requester: Phone No: 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 7 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2'b6)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: InsptEtor: ' Date: /I I El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: .L 9'? SOnv /'r°S . Type of Inspection: (orAIcl Ala k -/C. Address: s 6.30 S / Date Called: Special Instructions: Date Wanted: a.m. / 1 0 — 2 3 — 05 Requester: Phone No: a5 3 770 — ?`V° v INSPECTION RECORD Retain a copy with permit 1)6 -096 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 N t Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 61A/1// - * wove" y s / /e/ 4 ,- •A r Insp ctor: Date: /0- ? 3 REINSPECTION FEE REQIJRED,iPrior to inspection, fee must be at 6300 Southcenter Blvd., 6300 Southcenter Blvd., S ite 00. Call to schedule reinspection. Re . • t No.: I JDate: r COMMENTS: 014— -T--D P J ( -e}C 'EAST A- -1 P .i A J n. ,L 4 v r � . t 4" �' 1)� / r1�.�; ' J Phone No: acNIY. 32o — y,�2.,/ A. A c.i .. )r (,.J , ( ( rj F.-d , A re./ ',.) S L_A-i e7 . ,1A1 I5 Project: / / N S / k J Type of Inspection: . / — c f ? / . 1 / / d i u e 4 // Ad � �� (�,,,�5 S /y7 S i Date Called: Special Instructions: - I ( 3') A I l I i Date Wanted: a.m. Requester: Phone No: acNIY. 32o — y,�2.,/ 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 ❑ Approved per applicable codes. El Corrections required prior to approval. Inspect 0'4 Date: CI El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: Type of Inspection: Le) r' ACAS - FrH Address: a 63o 5 /Y7 S4 Date Called: Of /do/ o Special Instructions: C %1 1'C -62a5C l aL.,) }gym t 7 Date Wanted: ) 4ei1.,o -5 - V vitA \2 Requester: J / - 7 of Gi C Wc c [ear _ c,in,,,_.(€ D+ �S'6 - Ffrtc.,(e d - Ok. -1 v ityvt6V( _ ;,^a 1 t' I C — V i dIA( ?ol i Project it�G 1 . P�Ir�P P Type of Inspection: Le) r' ACAS Address: a 63o 5 /Y7 S4 Date Called: Of /do/ o Special Instructions: C %1 1'C -62a5C l aL.,) }gym t 7 Date Wanted: ) 4ei1.,o (.m) p.m. Requester: J / - 7 of Gi Phone No: got. V • �S'6 � Re" C« 5p 5 0 - urn ( INSPECTION NO. INSPECTION RECORD Retain a copy with permit'` °8 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 J El Approved per applicable codes. ❑ Corrections required prior to approval. Inspector: QS Date: ?12 C� $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be • paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: u (l v � Type of I spe tion: 5d?%® Add; s: Date Call d: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: 4 5 y / 7n � 9 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE MIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. COMMENTS: idfrvo j ai/ s c4k TAtvuoik otc_ ( 0. Inspector: Date: 1"1 [ 414 1 r $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: ASS — V�G4 J gg r 4 `f r' (5 Olin C )letrvhP.ot "0, otra'p - Ot< 4D ., d4 itp , CTey.led Date Wanted: Requester . 46 ik Wt* r v e-r (ea : �� = 60.$1 o Project: taf-s'n ie'S/ e!'t le e Type of Inspection: ASS Address: t' 5 /y St Date Called: ) O// 310'/ Special Instructions: Date Wanted: Requester . 46 ik Phone No: AO V - 11A9 Lvi INSPECTION NO. INSPECTION RECORD Retain a copy with permit D09-09? PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: 1 Date: (v r 15 101 ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Proje t fSmn,► sviol( Type of Inspection: 5 c.. Addres : sp 30 /y 7 .5 -e Date Called: 09// 6/5 Special Instructions: Date Wanted: 0 /r7/o 9 a m. Requested Jci in Phone No: • LO 6 Y59 1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206)431 -3670 El Corrections required prior to approval. COMMENTS: 1 SC_ and ic/chot , 7ef (1D(3rnVPo( Aanc Inspector: OS Date: ! 61 17 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: ` 5c) Ile 5: cJe Nce Type of Ins ection: Cf < 4-. Addressa36 5 Suite #: ) ii 1 Contact Person: bolt) 4- 1--.AA 5' Special Instructions: Monitor: Phone No.: Vi(. - LIO, 0 - 77/ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: • Pre -Fire: _ Permits: Occupancy Type: INSPECTION NUMBER .Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word/Inspection Record .Form: Doc 1/13/06 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 1 - 7 Corrections required prior to approval. COMMENTS: Inspector: Date: 6 / ,),/ j p Hrs.. I • $80.00 REINSPECTION 'FEE REQUIRED: You will receive an invoice from • the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 • CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Center /Building Division: 206 -431 -3670 Public Works Department: 206433 -0179 Planning Division: 206 -431 -3670 RESIDENTIAL HEATING AND VENTILATION COMPLIANCE FORM (Complete Sections I and II for Group R Occupancies 4 Stories or Less) MECHANICAL PERMIT APPLICATION NO.: BUILDING PERMIT APPLICATION NO.: b 09- 0 9 8 Project Name: .1- 1 IDENCE Site Address: Glo30 I. WASHINGTON STATE ENERGY CODE HEATING DESIGN METHOD (select A, B or C below): Effective: 7/1/02 A. ❑ System Analysis — W.S.E.C. Chapter 4 (submit documentation) B. ❑ Component Performance Approach — W.S.E.C. Chapter 5 (submit documentation) C. X Prescriptive Option — W.S.E.C. Chapter 6 (for prescriptive, complete the following calculation): House Square Footage (heated space): J5' X 20 BTU/h = 11 60 Maximum BTU of Heating System Output ❑ Heating System Installed, (check system type below): A. B. 1. 2. 3. FILE COPY 1: 0 2( ❑ Electric Resistance ❑ Electric (forced air) Other Fuels (gas, heat pump) — :L G1n1L 501L rte.— )11 DEAN IL f A ALIT PL-00I II. WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE (select A or B below): Ventilation by Performance or Design Method - W.S.V.I.A.Q. Section 302 (submit documentation). Prescriptive Ventilation Options - W.S.V.I.A.Q. Section 303 (select one of the following): 1. ❑ Ventilation using Exhaust Fans (Section 303.4.1.) ❑ Exception for outdoor air inlets — Forced air heating system w /interior doors undercut 2. ❑ Ventilation integrated with Forced Air System (Section 303.4.2.) 3. ❑ Ventilation using Supply Fan (Section 303.4.3.) 4. Ventilation using Heat Recovery System (Section 303.4.4.) ❑ Prescriptive Minimum /Maximum Outdoor Air Calculation specified in Table 3 -2 (see reverse side of form). 1. House Square Footage: 2. House Number of Bedrooms: 3. Required Outdoor Air Table 3 -2: Minimum - cfm Maximum - cfm RECEIVED JUN 092009 PERMIT CENTS, Floor Area, ft2 Bedrooms Minimum Flex Diameter 2 or less 3 4 5 6 7 8 .50 ' Min Max Min Max Min Max Min Max Min Max Min Max Min Max I. ^ 90 ; 7 65 98 80 120 95 143 110 165 125 188 140 210 11 ; 6 inch t:_70 •:;105 •- 85: • ::1 "2& ` ?100 150 11'5:a •173' 1304" •195: =:1.45 ` :2t1.8' 1 01 -1 4e 60 90 75 113 90 135 105 158 120, 180 135 203 150 225 ' `., 1501 -2000 -::i 65::-'98 9 , x:80. - -:120::. : :95' !.143.?: ;;110x ;165-. - .125 :.::188 . „1:40; .'210.' - ;233: 2001 -2500 70 105 85 128 100 150 115 173 130 1 145 2 160 240 `; 2501 -3000. , . ; 475 , : ,,;113 • =90 .. -.-.145s.. = ;105 158 1204 ^180' .1•`35 °203- : is, t50 "` :;22 3 '5165 ' ,i. 3001 -3500 80 120 95 143 110' 165 125 188 140 210 155 233 170 255 :3501-4000 ''3.85 s '`•128: x;•100.. rv.150 •! `.1731 :130 -. ';:19 5 ` : • 14 2.18': 160: `2401, =175 % 4001 -5000 95 143 110 165 125 188 140 210 ' 155 .233 170 255 185 278 ;:;5001 6000?'` .1105. '='158, :120 ::180 :` ::135' ;;203t• 150 ' 165 24& 1802 °`270. x;1.95. °293b:w 6001 -7000 115 173 130 195 145 218 160. 240 1 263 ' 1 285. 205 '308 '7001 =8000 • :: -;125`: ` :; 1 40. - 210• : - : ':233; ;170.::255; 485°. ?-.228 -. •200Y: . : 1 3011i:.: ..2:15 .'323, 8001 -9000 135 203 150 225 165 .248 180 270 195 293 210 1 315 ' 225 338 '.909 ` . 41.45 :. ; 218: '' 160 ;240: 1 "75 s =,263 :.'.1. `285 ' `'.205 r 4308 220 TABLE 3 -2 VENTILATION RATES FOR ALL GROUP R OCCUPANCIES FOUR STORIES OR LESS Minimum and Maximum Ventilation Rates: Cubic Feet Per Minute (CFM) 'For residences that exceed 8 bedrooms, increase the minimum requirement listed fo 8 bedrooms by an additional 15 CFM per bedroom. The maximum CFM is equal to 1.5 times the minimum. • TABLE 3 -3 PRESCRIPTIVE EXHAUST DUCT SIZING 1. For each additional elbow subtract 10 feet from length. 2. Flex ducts of this diameter are not permitted with fans of this size. 411 tjl• 1. 1 9 Effective: 711/02 %applicationslheating and ventilation system - form h-8 (7 -2002) Fan Tested CFM @ 0.25" W.G. Minimum Flex Diameter Maximum Length Feet Minimum Smooth Diameter Maximum Length Feet Maximum Elbows' .50 ' 4 inch 25 4 inch 70 3 50'` ' '' S;inch : 90 ; ,5.inch -x , 100 50 6 inch No Limit 6 inch No Limit 3 z� 4 .., .. .+- �; . F '- 2 �, 4 , ,� .. � "inch. 5�: NA` �yT .. x -0 ,... 1::: r 4 tnch._ , r " 4K� . . � .20 ._t? s t �. ;1 3 . i . r•._ 80 5 inch 15 5 inch " 100 3 • ..... 6,inch .. : .. . - 6= itiCr , . ''No Limit , .... :.3 , . . 100 5 inch NA 5 inch 50 3 ^ . = 1.00" „h :6`inch •` , ; - . :. 45 .6 incFi;;t _ ... .No Limit:" = ". .. 3 . 125 6 inch 15 6 inch No Limit 3 125 : ;; 70'. _ . , .. , =7 tnch• .. No:Limit >. 3 . TABLE 3 -2 VENTILATION RATES FOR ALL GROUP R OCCUPANCIES FOUR STORIES OR LESS Minimum and Maximum Ventilation Rates: Cubic Feet Per Minute (CFM) 'For residences that exceed 8 bedrooms, increase the minimum requirement listed fo 8 bedrooms by an additional 15 CFM per bedroom. The maximum CFM is equal to 1.5 times the minimum. • TABLE 3 -3 PRESCRIPTIVE EXHAUST DUCT SIZING 1. For each additional elbow subtract 10 feet from length. 2. Flex ducts of this diameter are not permitted with fans of this size. 411 tjl• 1. 1 9 Effective: 711/02 %applicationslheating and ventilation system - form h-8 (7 -2002) Option Glazing Area'''. % of Floor Glazin U- Factor Door 9 U- Factor Ceiling2 Vaulted Ceiling3 Wall12 Above Grade Wall. int Below Grade Wall. ext4 Below Grade Floor Slab6 on Grade Vertical Overhead I. 10% 0.32 0.58 0.20 R -38 R -30 R15 R -15 R -10 R -30 R -10 II.* 15% 0.35 0.58 0.20 R -38 R -30 R -21 R -21 R -10 R -30 R -10 Unlimited Group R -3 and R -4 Occupancies Only 0.35 0.58 0.20 R -38 R -30 R -21 R -21 R -10 R -30 R -10 y B uil .Permit # a; . 1. 1 Notes i DO me Use`On Y ^T Y : Q9 . r �, ,. S aJ t i r ti :,a , ;4r a. { . -C) ^, � rn Llw -� ,µ r.. �.a.0 • 6 C F. -• �i5 J .`- r a rr,a` • f 1 - '6 RP 'K F " .• r ew Sktl i X 55 C y� •�t4 y [ y r Y'3G . .`2 T Gff ,} - 1 �j • CITY OF TUKWILA -- BUILDING DIVISION Lot: Address: 51,0 3 S 1.1-1114 City: ttA I l k State: U* Zip: It 1(0 5 Contact: Phone: Phone 2: Fax: Prescriptive Approach — Simple Form For the Washington State Energy Code (2006 Edition) Climate Zone 1 Site Information ee the co text for footnote references Prescriptive - Simple - Form - Climate Zone FILE COPY Table 6 -1 PRESCRIPTIVE REQUIREMENTS o,i FOR GROUP R -3 OCCUPANCY CLIMATE ZONE 1 This project complies with the following: ✓ The project is a single family residence or duplex. ✓ The project is wood frame OR all of the insulation is interior or exterior of the framing. ✓ All building components meet the requirements listed in Table 6 -1, Option IV. ✓ The project will meet all other provisions of the WSEC and VIAQ. The project will take advantage of the following exceptions to the prescriptive option: ❑ 602.6 Exception 1. Glazed Doors whose area and U- factor are included in glazing calculations. Location of the door taking this exception ❑ 602.6 Exception 2. One door, that is 24 ft.2 or less, unlabeled and exterior swinging may be used. Location of the door(s) taking this exception RECEIVED JUN 09 2009 PEHMII GENTEr 10/23/2007 4. - Harriott Smith Valentine Engineers Inc. STRUCTURAL CALCULATIONS Project: Larson Residence 6285 S 153rd Street Tukwila, WA 98188 Architect: Velocipede Architects Inc. 3104 Western Avenue #102 Seattle, WA 98121 Structural Engineer: Harriott Smith Valentine Engineers, Inc. 100 W. Harrison St., Suite N -100 Seattle, WA 98119 tel. 206 - 624 -4760 100 W. Harrison SL, Suite N -100 Seattle, Washington 98119-4189 tel. 206. 624.4760 I fax 447 -6971 EXPIRES 7/1/ �d j FILE COPY Permit No. REVIEWED FOR CODE COMPLIANCE PPROVED AUG 19 2009 RECEIVED " City of Tukwila JUN 0 9 2009 BUILDING DIVISION PERMIT CENTER X09 -098 6/9/2009 Page _ of Harriett Smith Valentine Engineers Inc. SECTION 1 - GENERAL 100 W Harrison St., Suite N -100 Seattle, Washington 98119 -4189 teL 206-624-4760 fax 447.971 5/2812009 P.ige of Harriott Smith Valentine Engineers Inc. CRITERIA Gravity trussed dead metal roofing 1.2 live snow 25.0 psf roof 5/8" plywood 1.8 p.m.f. trusses @ 24" oc 2.2 R38 insulation 1.4 1/2" gyp. wallboard 2.2 slope factor 0.7 miscellaneous 1.5 14% 11.0 psf total dead + live 36.0 psf vaulted dead photovoltaic panels 3.0 live snow 25.0 psf TJI roof metal roofing 1.2 5/8" plywood 1.8 11 -7/8" TJI 110 @ 24 "oc 1.3 R38 insulation 1.4 112 gyp. wallboard 2.2 slope factor 0.7 miscellaneous 1.4 14% 10.0 psf total dead + live 35.0 psf planted dead plant pans 29.0 live snow 25.0 psf roof metal roofing 1.2 5/8" plywood 1.8 p.m.f. trusses @ 24" oc 2.2 R38 insulation 1.4 1/2" gyp. wallboard 2.2 slope factor 0.7 miscellaneous 4.5 10.6 43.0 psf total dead + live 68.0 psf floor dead 3/4" hardwood 3.0 live residential 40 psf 1 -1/8" plywood 3.4 11 -7/8" TJI 110 @ 24 "oc 1.3 1/2" gyp. wallboard 2.2 miscellaneous 1.1 10% 11.0 psf total dead + live 51.0 psf 100 W. Harrison St.. Suite N -100 Seattle, Washington 98119 -4189 tel 206- 624 -4760 I fax 447 -6971 5/28/2009 Page __ of ____ Harriott Smith Valentine Engineers Inc. roof dead 2x decking 4.3 live residential 40 psf deck TPO membrane roofing 0.4 rigid insulation (6 ") 9.0 1 -1/8" plywood 3.4 2x10 @ 16 "oc 2.8 R30 insulation 1.2 1/2" gyp. wallboard 2.2 miscellaneous 2.7 10% 26.0 psf planted dead plant pans 29.0 live residential 40 psf roof TPO membrane roofing 0.4 deck rigid insulation (2.86 ") 4.3 1-1/8" plywood 3.4 2x10 @16 "oc 2.8 R30 insulation 1.2 1/2" gyp. wallboard 2.2 miscellaneous 4.7 10% 48.0 psf walls Lateral wind seismic total dead + live 66.0 psf total dead + live 88.0 psf 100 W. Harrison St., Suite N -100 Seattle, Washington 98119 -4189 tel 206 - 624 -47601 fax 447 -6971 cedar siding 2.0 1/2" plywood 1.5 2X6 @ 24 "oc 1.1 R21 insulation 0.8 1/2" gyp. wallboard 2.2 miscellaneous 0.9 11% 8.5 psf wind importance factor 1.0 basic wind speed 85 mph wind exposure B topographical factor (Kzt) 1.43 seismic importance factor 1.0 latitude 47.472 ° longitude - 122.293 ° mapped spectral response 1.468 g accel. at short periods (Ss) seismic design category D response modification factor (R) 6.5 (from USGS) 5/28/2009 Page _ of Harriett Smith Valentine Engineers Inc. SECTION 2 - FRAMING 100 W. Harrison St_ Suite N -100 Seattle, Washington 98119 -4189 5/28/2009 tel. 206- 624 -4760 !fax 447 -6971 - of EB \ LOFT ROOF FRAMING PLAN (MAIN FLOOR WALLS) 7 ,1 istkUzror • Harriott Smith Valentine Engineers Inc TJI's -- SIMPLE SPAN UNIFORM LOAD Vaulted TJI Roof w total Toad = 35 psf A live load = 25 psf L depth = 11.875 in location criteria demand 0.36 k typical w (total) = 70 pif V = 0,43 k rafter w (live) = 50 ptf M = 1.31 k -ft L = 12.25 ft El (total) = 5.79E +07 lb-in2 trib. = 2.00 ft El (live) = 8.27E +07 lb -in2 100 W. Harrison St.. Suite N -100 Seattle, Washington 98119 -4189 tel. 206 - 624 -4760 l fax 447 -6971 capacity Vr = Mr= El = d (total) = d (live) = use 1.79 k 3.47 k -ft 2.38E +08 lb-in2 0.17 in = U 851 0.12 in = U 1192 11 -718" 110 @ 24 "oc 5/27/2009 Page of 1 Harriott Smith Valentine Engineers Inc BEAMS (SIMPLE SPAN UNIFORM LOAD) Vaulted TJI Roof w (snow) Q total load = L live Toad = location criteria demand 1.29 k Al w (total) = 184 pH V = 1.35 k ridge w (live) = 131 plf M = 4.94 k -ft L = 14.67 ft El (total) = 2.61E +08 lb-in2 trib. = 5.25 ft El (live) = 2.80E +08 lb-in2 location criteria demand 0.11 k A2 w (total) = 88 plf V = 043 k w (live) = 63 plf M = 0.10 k -ft L = 3.00 ft El (total) = 1.06E +06 lb-in2 trib. = 2.50 ft El (live) = 1.14E +06 lb-in2 location criteria demand A3 w (total) = 92 plt V = w (live) = 66 plf M = L = 11.00 ft El (total) _ trib = 2.63 n El (live) _ location criteria demand A5 w (total) = 219 pif V = w (live) = 156 Pif M = L = 4.00 ft El (total) _ Crib. = 6.25 ft El (live) = 100 W. Harrison St., Suite N -100 Seattle, Washington 98119 -4189 tel. 206 624 4760 I fax 447 6971 35 psf 25 psf 0.48 k 854 1.39 k -ft 5.50E +07 lb-in2 5.90E +07 lb-in2 0.37 k 8:44 0.44 k -ft 6.30E +06 lb -in2 6.75E +06 lb-in2 capacity Vr = Mr= El = d (total) _ d (live) = use (1)LVL 1- 3/4x11 -718 capacity Vr = Mr = El = d (total) = d (live) = use capacity Vr = Mr= El = d (total) = d (live) = use (1) LVL 1 -314x7 -114 pushed up capacity Vr = Mr= El = d (total) = d (live) _ use 4.54 k 10.26 k -ft 4.64E +08 lb-in2 0.41 in = L/ 426 0.30 in = U 597 2.50 k 2.56 k-ft 1.24E +08 Ib-m2 0.00 in = L/ 27970 0.00 in = U 39159 (2) 2x8 2.50 k 2.56 k-ft 1.24E +08 tb-in2 0.24 in = U 540 0.17 in = U 757 (2) 2x8 or 2.50 k 2.56 k -ft 1.24E +08 lb-in2 0.01 in = L/ 4720 0.01 in = L/ 6608 (2) 2x8 TJI Roof 5/27/2009 Page _ of _ Harriott Smith Valentine Engineers Inc. J 1,5 L,3FT ••t• ' - 14 • 100 W. Harrison St., Suite N-100 Seattle, Washington 98119-4189 tel. 206 624 4760 fax 447 6971 2 Page of y� [ MAIN FLOOR FRAMING PLAN (BASEMENT WALLS) Harriott Smith Valentine Engineers Inc. BEAMS (SIMPLE SPAN UNIFORM LOAD) FLOOR + ROOF w L A 100 W. Harrison St.. Suite N -100 Seattle, Washington 98119 -4189 tel. 206 -624 -4760 1 fax 447 -6971 (residential) - roof deck total load = 88 psf live load= 40 psf (snow) - planted roof total Toad = 36 psf live load = 25 psf location criteria demand capacity 9.23 k B18 w (total) = 763 pif V = 9:45 k Vr = 24.36 k w (live) = 377 Or M = 58.60 k - ft Mr = 87.33 k - ft L = 24.79 ft El (total) = 5.23E +09 th-in2 El = 6.80E +09 lb - in2 floor = 5.75 ft El (live) = 3.88E +09 lb d (total) = 0.95 in = L/ 312 roof = 5.88 ft d (live) = 0.47 in = U 632 wall = 5.00 ft use PSL 7x18 5/28/2009 Page . of �_ Harriott Smith Valentine Engineers Inc. TJI's -- SIMPLE SPAN UNIFORM LOAD typical joist w L location criteria w (total) = w (live) = L= trib. = A 102 pif 80 pif 11.25 ft 2.00 ft 100 W. Harrison St., Suite N -100 Seattle, Washington 98119-4189 tel. 206 -624 -4760 I fax 447 -6971 total load = live load = depth = demand V= M= El (total) = El (live) = 51 psf 40 psf 11.875 in 0.47 k g57 1.61 k - ft 6.54E +07 lb-in2 1.03E +08 lb-in2 capacity Vr Mr = El = d (total) = d (live) = use 11 -7!8" 110 24 "oc 1.56 k 3.02 k -ft 2.38E +08 lb 0.18 in = U 736 0.14 in = U 938 5127/2009 Page _ of — Harriott Smith Valentine Engineers Inc. JOISTS -- HEM -FIR NO. 2 ROOF DECK Cd = 1.00 (residential) spacing = 16 in oc total Toad = 66 psf live load = 40 psf total plf = 88 plf live plf = 53 plf 2x4's shear Vr = 525 Ib Lmax = 11.93 ft moment Mr = 370 Ibft Lmax = 5.80 ft total Toad defl. L/240 El = 7.00E +06 Ibin2 Lmax = 5.61 ft live Toad defl. U360 El = 7.00E +06 Ibin2 Lmax = 5.79 ft 2x6's shear Vr = 825 Ib Lmax = 18.75 ft moment Mr = 800 Ibft Lmax = 8.53 ft total Toad defl. U240 El = 2.70E +07 Ibin2 Lmax = 8.80 ft live Toad defl. 0360 El = 2.70E +07 Ibin2 Lmax = 9.09 ft 2x8's shear Vr = 1088 Ib Lmax = 24.72 ft moment Mr = 1280 Ibft Lmax = 10.79 ft total Toad defl. 0240 El = 6.19E +07 Ibin2 Lmax = 11.61 ft live Toad deft. 0360 El = 6.19E +07 Ibin2 Lmax = 11.98 ft 2x10's shear Vr = 1388 Ib Lmax = 31.53 ft moment Mr = 1920 Ibft Lmax = 13.21 ft total load dell. U240 El = 1.29E +08 Ibin2 Lmax = ' 14,81 ft live load deft. 0360 El = 1.29E +08 Ibin2 Lmax = 15.29 ft 2x12's shear Vr = 1688 Ib Lmax = 38.35 ft moment Mr = 2580 Ibft Lmax = 15.31 ft total load deft. U240 El = 2.31E +08 Ibin2 Lmax = 18.01 ft live load deft. U360 El = 2.31E +08 Ibin2 Lmax = 18.59 ft 2x14's shear Vr = 1988 Ib Lmax = 45.17 ft moment Mr = 3220 Ibft Lmax = 17.11 ft total load deft, 0240 El = 3.78E +08 Ibin2 Lmax = 21.21 ft live Toad dell. L/360 El = 3.78E +08 Ibin2 Lmax = 21.90 ft 100 W. Harrison St.. Suite N -100 Seattle, Washington 98119 -4189 tel. 206 -624 -4760 1 fax 447 -6971 5/27/2009 Page _ of _ Harriott Smith Valentine Engineers Inc. JOISTS -- HEM -FIR NO. 2 PLANTED ROOF DECK Cd = 1.00 (residential) spacing = 12 in oc total load = 88 psf live load = 40 psf total pif = 88 pif live plf = 40 pif 2x4's shear Vr = 525 Ib Lmax = 11.93 ft moment Mr = 370 Ibft Lmax = 5.80 ft total Toad defl. L/240 El = 7.00E +06 Ibin2 Lmax = 5.61 ft live load deft. L /360 El = 7.00E +06 Ibin2 Lmax = 6.38 ft 2x6's shear Vr = 825 Ib Lmax = 18.75 ft moment Mr = 800 Ibft Lmax = 8.53 ft total load deft. U240 El = 2.70E +07 Ibin2 Lmax = 8.80 ft live Toad defl. 0360 El = 2.70E +07 Ibin2 Lmax = 10.00 ft 2x8's shear Vr = 1088 Ib Lmax = 24.72 ft moment Mr = 1280 Ibft Lmax = 10.79 ft total Toad deft. L1240 El = 6.19E +07 Ibin2 Lmax = 11.61 ft live load deft. L!360 El = 6.19E +07 Ibin2 Lmax = 13.19 ft 2x10's shear Vr = 1388 Ib Lmax = 31.53 ft moment Mr = 1920 Ibft Lmax = 13.21 ft total load deft. U240 El = 1.29E +08 Ibin2 Lmax = 14.81 ft live load deft. L1360 El = 1.29E +08 Ibin2 Lmax = 16.83 ft 2x12's shear Vr = 1688 Ib Lmax = 38.35 ft moment Mr = 2580 Ibft Lmax = 15.31 ft total load defl. 11240 El = 2.31E +08 Ibin2 Lmax = 18.01 ft live Toad deft. 11360 El = 2.31E +08 Ibin2 Lmax = 20.46 ft 2x14's shear Vr = 1988 Ib Lmax = 45.17 ft moment Mr = 3220 Ibft Lmax = 17.11 ft total Toad defl. U240 El = 3.78E +08 Ibin2 Lmax = 21.21 ft live load defl. U360 El = 3.78E +08 Ibin2 Lmax = 24.10 ft 100 W. Harrison St.. Suite N -100 Seattle. Washington 98119 -4189 tel. 206 - 624 -47601 fax 447 -6971 5/28/2009 Page _ of _ Harriott Smith Valentine Engineers Inc. BEAMS (SIMPLE SPAN UNIFORM LOAD) Low Trussed Roof w L A (snow) total Toad = live load = 36 psf 25 psf location criteria demand capacity 0.24 k B1 w (total) = 90 plf V = 0-2-7 k Vr = 2.50 k w (live) = 63 pif M = 0.41 k -ft Mr = 2.56 k -ft L = 6.00 ft El (total) = 8.75E +06 lb-in2 El = 1,24E +08 lb -in2 trib. = 2.50 ft El (live) = 9.11E +06 lb-in2 d (total) = 0.02 in = L/ 3399 d (live) = 0.01 in = L/ 4895 use (2) 2x8 location criteria demand capacity 0.50 k B2 w (total) = 292 plf V = 0-58 k Vr = 2.50 k w (live) = 203 plf M = 0.58 k -ft Mr = 2.56 k -ft L = 4.00 ft El (total) = 8.40E +06 lb-in2 El = 1.24E +08 lb-in2 trib. = 8.10 ft El (live) = 8.75E +06 lb-in2 d (total) = 0,01 in = L/ 3539 d (live) = 0.01 in = U 5096 use (2) 2x8 location criteria demand capacity 0.87 k B8 w (total) = 507 pif V = 1.01 k Vr = 2.50 k w (live) = 352 plf M = 1.01 k -ft Mr = 2.56 k -ft L = 4.00 ft El (total) = 1.46E +07 lb-in2 El = 1.24E +08 ib-in2 trib. = 14.08 ft El (live) = 1.52E +07 lb-in2 d (total) = 0.02 in = U 2036 d (live) = 0.02 in = U 2933 use (2) 2x8 location criteria demand capacity 3.91 k B9 w (total) = 507 pif V = . 406 k Vr = 10.90 k w (live) = 352 pif M = 16.22 k -ft Mr = 31.23 k -ft L = 16.00 ft El (total) = 9.35E +08 lb -in2 El = 1.60E +09 lb-in2 trib. = 14.08 ft El (live) = 9.73E +08 lb -in2 d (total) = 0.47 in = U 411 d (live) = 0.32 in = U 592 use PSL 3 -112 x14 100 W. Harrison St., Suite N -100 Low Trussed Roof Seattle, Washington 981194189 927/2009 tel. 206 624 4760 I fax 447 6971 Page of Harriott Smith Valentine Engineers Inc. location criteria demand capacity 0.06 k B10 w (total) = 90 plr V = 0.09 k Vr = 2.50 k w (live) = 63 plf M = 0.05 k -ft Mr = 2.56 k -ft L = 2.00 ft El (total) = 3.24E +05 lb-in2 El = 1.24E +08 lb-in2 trib. = 2.50 ft El (live) = 3.38E +05 lb-in2 d (total) = 0.00 in = U 91778 d (live) = 0.00 in = L/ 132160 use (2) 2x8 location criteria demand capacity 1.09 k 811 w (total) = 507 pif V = 4-24 k Vr = 3.50 k w (live) = 352 pif M = 1.51 k -ft Mr = 3.82 k -tt L = 4.88 ft El (total) = 2.64E +07 lb -in2 El = 1.89E +08 lb-in2 trib. = 14.08 ft El (live) = 2.75E +07 lb -in2 d (total) = 0.03 in = L/ 1716 d (live) = 0.02 in = L/ 2471 use 4x8 100 W. Harrison St., Suite N -100 Low Trussed Root Seattle, Washington 98119.4169 5/27/2009 tel. 208 624 4760 1 tax 447 6971 Page _ of Harriott Smith Valentine Engineers Inc. BEAMS (SIMPLE SPAN UNIFORM LOAD) Low Planted Roof Trusses w L (snow) total load = live Toad = 68 psf 25 psf location criteria demand capacity 1.68 k 83 w (total) = 619 pif V = 1-.86 k Vr = 3.19 k w (live) = 228 plf M = 2,79 k -ft Mr = 3.83 k -ft L = 6.00 ft El (total) = 6.02E +07 lb-in2 El = 2.57E +08 lb-in2 trib. = 910 fl El (live) = 3.32E +07 lb-in2 d (total) = 0.07 in = L/ 1026 d (live) = 0.03 in = U 2790 use (2) 2x10 location criteria demand capacity 0.21 k 84 w (total) = 170 plf V = 0:26 k Vr = 2.50 k w (live) = 63 pif M = 0.19 k -ft Mr = 2.56 k -ft L = 3.00 ft El (total) = 2.07E +06 ib-in2 El = 1.24E +08 lb-in2 trib. = 2.50 fi El (live) = 1.14E +06 Ib -in2 d (total) = 0.00 in = U 14397 d (live) = 0.00 in= U 39159 use (2) 2x8 100 W. Harrison St., Suite N -100 Low Planted Roof Trusses Seattle, Washington 98119 -4189 5/28/2009 tel. 206 624 4760 l fax 447 6971 Page _ of Harriott Smith Valentine Engineers Inc. BEAMS (SIMPLE SPAN UNIFORM LOAD) Low Vaulted TJI Roof w L (snow) total load = live Toad = 35 psf 25 psf location criteria demand 0.15 k B5 w (total) = 88 pif V = 048 k w (live) = 63 Of M = 0.18 k -ft L = 4.00 ft El (total) = 2.52E +06 lb -in2 trib. = 2.50 ft El (live) = 2.70E +06 lb -in2 capacity Vr = Mr= El = d (total) = d (live) = use (2) 2x8 use (2)LVL 1 -314x9 -114 2.50 k 2.56 k -ft 1.24E +08 lb -in2 0.00 in = U 11800 0.00 in = U 16520 location criteria demand capacity 0.54 k 66 w (total) = 319 pif V = 0-64 k Vr = 2.50 k w (live) = 228 pif M = 0.64 k -ft Mr = 2.56 k -ft L = 4.00 ft El (total) = 9.18E +06 lb -in2 El = 1.24E +08 lb-in2 trib. = 9.10 ft El (live) = 9.83E +06 lb-in2 d (total) = 0.01 in = U 3240 d (live) = 0.01 in = U 4536 use (2) 2x8 location criteria demand capacity 1.82 k B7 w (total) = 319 pif V = 1.91 k Vr = 7.07 k w (live) = 228 pif M = 5.74 k -ft Mr = 12.88 k -ft L = 12.00 ft El (total) = 2.48E +08 lb-in2 El = 4.37E +08 lb-in2 trib. = 9.10 ft El (live) = 2.65E +08 lb-in2 d (total) = 0.34 in = U 423 d (live) = 0.24 in = U 593 100 W. Harrison St.. Suite N -100 Low Vaulted TJI Roof Seattle, Washington 98119-4189 5)27/2009 tel. 206 624 4760 1 fax 447 6971 Page of Harriett Smith Valentine Engineers Inc. BEAMS (SIMPLE SPAN UNIFORM LOAD) FLOOR + ROOF w L 100 W. Harrison St., Suite N -100 Seattle. Washington 88119 -4189 tel. 206 - 624 -4760 I fax 447 -6971 (residential) total Toad = live load = 51 psf 40 psf location criteria demand capacity 1.47 k B13 w (total) = 283 ptf V = 4-56 k Vr = w (1we) = 222 plf M = 4.28 k - ft Mr = L = 11.00 ft El (total) = 1.70E +08 lb El = floor = 5.55 ft El (live) = 1.99E +08 lb d (total) = roof = 0.00 ft d (live) _ • wall = 0.00 ft (snow) - trussed roof total load = 36 psf live load = 25 psf use 3.95 k 8.93 k - ft 4.64E +08 lb 0.20 in = U 656 0.16 in = L/ 837 (1)LVL 1- 314x11 -7/8 5/28/2009 Page _ of Harriott Smith Valentine Engineers Inc. BEAMS (SIMPLE SPAN UNIFORM LOAD) FLOOR + ROOF w d L A 100 W. Harrison St., Suite N -100 Seattle, Washington 98119 -4189 tel. 206 - 624 -4760 I fax 447 -6971 (residential) - roof deck total load = 88 psf live load = 40 psf (snow) - trussed roof total Toad = 36 psf live load = 25 psf location criteria demand capacity 4.38 k B16 w (total) = 763 pif V = 4.61 k Vr = 7.62 k w (live) = 377 pif M = 13.91 k -ft Mr = 17.97 k -ft L = 12.08 if El (total) = 6.05E +08 lb-in2 El = 8.30E +08 ib -in2 floor = 5.75 ft El (live) = 4.49E +08 lb-in2 d (total) = 0.44 in = U 329 roof = 5.88 ft d (live) = 0.22 in = U 666 wall = 5.00 ft use PSL 3 -112 x11 -114 5/28/2009 Page _ of Harriott Smith Valentine Engineers Inc. BEAMS (SIMPLE SPAN UNIFORM LOAD) FLOOR + ROOF w L location criteria demand capacity 9.23 k B18 w (total) = 763 pif V = 8:46 k Ur = 12.06 k w (live) = 377 pif M = 58.60 k - ft Mr = 29.86 k - ft L = 24.79 ft El (total) = 5.23E +09 lb El = 7.19E +09 lb floor = 5.75 ft El (live) = 3.88E +09 lb d (total) = 0.90 in = L/ 330 roof = 5.88 ft d (live) = 0.45 in = L/ 668 wall = 5.00 ft 100 W. Harrison St., Suite N -100 Seattle, Washington 98119 -4189 tel. 206- 624 -4760 I fax 447 -6971 (residential) - roof deck total Toad = 88 psf live Toad = 40 psf Z1 / +C •f o`i (snow) - planted roof total load = 36 psf live load = 25 psf use W126 t W12x35 +' . 5/28/2009 Page of Harriett Smith Valentine Engineers Inc. (;.-1-52) '\hc. 5.74 %, 1.6 Or 1.16 - 94-12; 1 100 W. Harrison Si.. Suite N-100 Seattle, Washington 98119-4189 tel 206 624 4760 fax 447 6971 Ka, Tie? (tW') 3.1 JI*6 5)2- !, 51't (11.1) tr p.I (rtx \is 11% 2_19 M w 241 0 . tty, \fp- 2.48 ■—• ikipz 2.51 / At tit'; WI, 1 Y --cam" • 145C 4.1 -')2,itc5 Page of Harriott Smith Valentine Engineers Inc. Licf-59z4 t141P}.:i4 /11 -:f : Li < .;= fr•��t� (1.3!2- 1' 4 n.313 ,J \h-1.15 0 ' . - i13 !ult_' g a' L 100 W. Harrison Si.. Suite N -100 Seattle. Washington 98119 -4189 tel. 206 624 4760 I fax 447 6971 Page of Harriott Smith Valentine Engineers Inc WOOD COLUMN 4x OR 6x Species: DF #2 Size: 4x Fc* = 1300 psi Fc _ = 405 psi « sill plate is E = 1.60E +06 psi Hem -Fir c' = 0.8 d = 3.5 in KcE = 0.3 4x4 4x8 le le FcE F'c Pa Pa (ft) (in) (psi) (psi) (Ib) (Ib) Pa (perp) 4961 10277 8.00 96.00 638 555 6802 14089 « crushing governs 8.50 102.00 565 502 6150 12738 up to a height of 9.00 108.00 504 455 5575 11548 9' -7" w/ Hem -Fir 9.50 114.00 452 414 5069 10500 (7' -5" if Doug -Fir) 10.00 120.00 408 377 4624 9578 10.50 126.00 370 345 4231 8764 11.00 132.00 337 317 3883 8044 11.50 138.00 309 292 3575 7406 12.00 144.00 284 269 3301 6838 Species: DF #1 Size: 6x Fc' = 925 psi Fc 1 405 psi « sill plate is E = 1.60E +06 psi Hem -Fir c' = 0.8 d = 5.5 in KcE = 0.3 6x6 4x6 le le FcE F'c Pa Pa (ft) (in) (psi) (psi) (Ib) (Ib) Pa (perp) 12251 7796 8.00 96.00 1576 775 23443 14918 « crushing governs 8.50 102.00 1396 750 22701 14446 up to a height of 9.00 108.00 1245 724 21897 13934 14' -8" w/ Hem -Fir 9.50 114.00 1117 696 21041 13389 (10' -8" if Doug -Fir) 10.00 120.00 1008 666 20145 12819 10.50 126.00 915 636 19225 12234 11.00 132.00 833 605 18296 11643 11.50 138.00 762 574 17373 11056 12.00 144.00 700 544 16470 10481 100 W. Harrison St.. Suite N -100 Seattle. Washington 98119 -4189 tel. 206 - 624 -4760 1 fax 447 -6971 5/28/2009 Page _ of .. - Harriott Smith Valentine Engineers Inc WOOD COLUMN MULTI -STUD Species: HF stand. Size: 2x4 Fc* = 1300 psi Fc _ = 405 psi « sill plate is E = 1.20E +06 psi Hem -Fir c' = 0.8 d= 3.5 in KcE = 0.3 (2)2x4 (3)2x4 (4)2x4 (5)2x4 le le FcE F'c Pa Pa Pa Pa (ft) (in) , (psi) (psi) (Ib) (Ib) (Ib) (Ib) Pa (perp) 4253 6379 8505 10631 8.00 96.00 479 435 4566 6848 9131 11414 «crushing governs 8.50 102.00 424 390 4099 6148 8198 10247 up to a height of 9.00 108.00 378 352 3696 5543 7391 9239 8'-4" w/ Hem -Fir 9.50 114.00 339 319 3346 5019 6691 8364 (6' -5" if Doug -Fir) 10.00 120.00 306 290 3041 4562 6083 7603 10.50 126.00 278 264 2775 4163 5550 6938 11.00 132.00 253 242 2541 3812 5083 6353 11.50 138.00 232 222 2335 3503 4670 5838 12.00 144.00 213 205 2152 3229 4305 5381 Species: HF stud Size: 2x6 Fc* = 800 psi Fc = 405 psi « sill plate is E = 1.20E +06 psi Hem -Fir c' = 0.8 d = 5.5 in KcE = 0.3 (2)2x6 (3)2x6 (4)2x6 (5)2x6 le le FcE F'c Pa Pa Pa Pa (ft) (in) (psi) (psi) (Ib) (Ib) (lb) (Ib) Pa (perp) 6683 10024 13365 16706 8.00 96.00 1182 645 10642 15963 21284 26605 « crushing governs 8.50 102.00 1047 620 10229 15343 20457 25572 up to a height of 9.00 108.00 934 593 9788 14683 19577 24471 12' -5" w/ Hem-Fir 9.50 114.00 838 565 9329 13994 18658 23323 (8' -5" if Doug -Fir) 10.00 120.00 756 537 8860 13290 17720 22151 10.50 126.00 686 509 8390 12586 16781 20976 11.00 132.00 625 480 7928 11892 15856 19820 11.50 138.00 572 453 7479 11219 14959 18699 12.00 144.00 525 427 7049 10574 14099 17624 100 W. Harrison St., Suite N -100 Seattle, Washington 98119 -4189 tel. 206- 624 -4760 1 fax 447 -6971 5/28/2009 Page __ of Harriott Smith Valentine Engineers Inc SECTION 3 - FOUNDATIONS 1C0 W. Harrison St. Suite N-1C0 Seat fie Washington 98119-4189 teL 208 - 824 -4760 !fax 447 -6911 5/78/2009 Page ,__— of __— Harriott Smith Valentine Engineers Inc. SPREAD FOOTING DESIGN vv SQUARE for 2000 psf Allowable Bearing Pressure f'c = 2,500 psi fy = 40 ksi 1' -6" square P = 4.50 k one -way: Pu = 7.34 k phi Vc = 8.03 k Vu = 1.53 k o.k. p = 2,000 psf (2) #4 each way h = 9.00 in phi Mn = 6.05 k -ft Mu = 1.38 k -ft o.k. d= 5.25 in b = 18.00 in two -way: bo = 35.00 in phi Vc = 31.24 k Vu = 5.60 k o.k. 2' -O" square P = 8.00 k one -way: Pu = 13.04 k phi Vc = 10.71 k Vu = 3.67 k o_k. p = 2,000 psf (3) #4 each way h = 9.00 in phi Mn = 9.03 k -ft Mu = 3.26 k -ft o.k. d= 5.25 in b = 24.00 in two -way: bo = 35.00 in phi Vc = 31.24 k Vu = 11.31 k o.k. 2' -6" square P = 12.50 k one -way: Pu = 20.38 k phi Vc = 13.39 k Vu = 6.62 k o.k. p = 2,000 psf (3) #4 each way h = 9.00 in phi Mn = 9.11 k -ft Mu = 6.37 k -ft o.k. d = 5.25 in b = 30.00 in two -way: bo = 35.00 in phi Vc = 31.24 k Vu = 18.64 k o.k. 3' -O" square P = 18.00 k one -way: Pu = 29.34 k phi Vc = 16.07 k Vu = 10.39 k o.k. p = 2,000 psf (5) #4 each way h = 9.00 in phi Mn = 14.95 k -ft Mu = 11.00 k -ft o.k. d= 5.25 in b = 36.00 in two -way: bo = 35.00 in phi Vc = 31.24 k Vu = 27.61 k o.k. 3' -6" square P = 24.50 k one -way: Pu = 39.94 k phi Vc = 25.88 k Vu = 13.07 k o.k. p = 2,000 psf (5) #4 each way h = 11.00 in phi Mn = 21.08 k -ft Mu = 17.47 k -ft o.k. d = 7.25 in b = 42.00 in two -way: bo = 43.00 in phi Vc = 53.00 k Vu = 37.32 k o.k. 100 W. Harrison St., Suite N -100 Seattle, Washington 98119 -4189 tel. 206 - 624 -4760 j fax 447 -6971 6/9/2009 Page of Harriett Smith Valentine Engineers inc. SECTION 4 - LATERAL 100 W. Hari 'S , Sure N -100 Seattle, Washington 98119-4 s 89 te! 206.624 -4760 fax 447 -6971 5/28'2009 Y,_<e of Harriott Smith Valentine Engineers Inc. SEISMIC DESIGN! ASCE 7 -05 Equivalent Lateral Force Procedure Occupancy Category 11 Table 1 -1 Seismic Design Category D Table 11.6 -1 Importance Factor 1.00 Table 11.5 -1 Site Class D Table 20.3 -1 Ss 146.80 %g (from USGS Seismic Hazard Curves, 2002 data) St 50.50 %g (from USGS Seismic Hazard Curves, 2002 data) Fa 1.00 Table 11.4 -1 F 1.00 Table 11.4 -2 Cf 0.02 Table 12.8 -2 x 0.75 Table 12.8 -2 hn 20.00 feet (height to highest level) Suss = Fa*Ss 1.4680 Eq. 11.4 -1 Su, = Fv'S1 0.5050 Eq. 11.4 -2 Sos = (2/3)'Sms 0.9787 g Eq. 11.4 -3 Sol = (2 /3)'Sas1 0.3367 g Eq. 11.4 -4 Period Ta = Ct'hnAx 0.1891 s Eq. 12.8 -7 To 0.0688 s per section 11.4.5 Ts 0.3440 s per section 11.4.5 Sa 0.9787 g per section 11.4.5 R 6.5 Table 12.2 -1 Oo 2.5 Table 12.2 -1 Cd 4 Table 12.2 -1 Section 9.5.5 ok? Yes Table 12.6 -1 Equivalent Lateral Force Procedure (section 12.8) Cs 0.1506 Eq. 12.8 -2 W, weight 23,246 lb per table below Note: QE 3,500 lb Eq. 12.8 -1 640Ibs was added to main roof Toad for solar panels at "Floor Wt." Vertical Force Distribution (section 12.8.3) k = 1.00 Floor Floor Floor Wall Wall Total (LRFD) (ASD) Level Hx Area Wt. Wt. Length Wt. Wt. WxHx Cvx QE 0.7Q (ft) (ft2) (psf) (k) (ft) (k) (k) (k -ft) (%). (k) (k) loft roof 20.00 312 11 3.4 11 0.4 3.9 77.4 24.2 0.85 0.59 main roof 12.50 1159 11 13.4 63 6.0 19.4 242.2 75.8 2.65 1.86 m. roof pl. 12.50 96 43 4.1 10 1.0 5.1 63.5 19.9 0.70 0.49 loft floor 10.00 260 18.5 4.8 10 1.0 5.8 57.6 18.0 0.63 0.44 loft plant. 10.00 180 48 8.6 10 1.0 9.6 95.9 30.0 1.05 0.74 garage r. 10.00 766 11 8.4 32 3.0 11.5 114.7 35.9 1.26 0.88 23.2 319.6 100.0 3.50 2.45 100 W. Harrison St . Suite N -100 Seattle, Washington 98119 -4189 tel. 206 - 624 -4760 1 fax 447 -6971 6/1/2009 Page - of Mean Roof Height Roof Angle Exposure C D (ft) B 15 1.00 1.21 1.47 16 1.00 1.23 1.49 17 1.00 1.24 1.50 18 1.00 1.26 1.52 19 1.00 1.27 1.53 20 1.00 1.29 1.55 21 1.00 1.30 1.56 22 1.00 1.31 1.57 23 1.00 1.33 1.59 24 1.00 1.34 1.60 25 1.00 1.35 1.61 26 1.00 1.36 1.62 27 1.00 1.37 1.63 28 1.00 1.38 1.64 29 1.00 1.39 1.65 30 1.00 1.40 1.66 Basic Speed Roof Angle Roof Pitch Horizontal Pressures (psf) A B C D - 85 0 to 5 flat 16.4 -8.4 10.9 -5.0 10 2 18.4 -7.7 12.3 -4.4 15 3 20.6 -6.9 13.7 -3.9 20 4 22.7 -6.0 15.2 -3.3 25 6 20.6 3.3 14.9 3.4 30to45 7 to 12 18.4 12.6 14.6 10.0 Basic Speed Roof Angie Roof Pitch Horizontal Pressures (psf) A B C D 85 0 to 5 flat 11.5 -5.9 7.6 -3.5 10 2 12.9 - -5.4 8.6 -3.1 15 3 14.4 -4.8 9.6 -2.7 20 4 15.9 -4.2 10.6 -2.3 25 6 14.4 2.3 10.4 2.4 30 to 45 7 to 12 12.9 8.8 10.2 7.0 Harriott Smith Valentine Engineers Inc. WIND DESIGN ASCE 7 -05 Method 1 - Simplified Procedure ps = Kzt 1 ps30 Part of Figure 6 -2 - Adjustment Factor for Building Height and Exposure, Part of Figure 6 -2 - Simplified Design Wind Pressure, ps3o Design Wind Pressure, ps 100 W. Harrison St., Suite N -100 Seattle, Washington 98119 -4189 tel. 206 - 624 -4760 !fax 447 -6971 I = importance factor = Kzt = topographic factor = Zone Computation a = 10% of least horizontal dimension or 0.4 x h, whichever is smaller, but not Tess than either 4% of least horizontal dimen- sion or 3 feet. w= h= w= a= 2a = = adjustment factor = 1.00 16.00 ft x 0.1 = 22.50 ft x 0.4 = 16.00 ft x 0.04 = 3.00 it 6.00 ft Zone B - end zone of roof Zone A - end zone of wall Zone D - interior zone of roof Zone C - interior zone of wall 1.00 1.43 1.60 ft 9.00 ft 0.64 ft 6/1/2009 Page of Project Name = Larson Residence Date = Tue May 26 14:12:06 PDT 2009 Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.472 Longitude = - 122.293 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 1.468 (Ss, Site Class B) 1.0 0.505 (S1, Site Class B) Harriott Smith Valentine Engineers Inc. 2,3Li 072 .77 fr- z 31 Z 1 a /4.7 ZYI I, Zgl, (/ - tr,./c ROE k .22- 7 'c' 100 W. Harrison St.. Suite N-100 Seattle. Washington 98119-4189 tel 206 624 4760 . fax 447 6971 /( 2t .4 " ' ° * t "■5 7.- • 07( r 2. ./..J, tz 4- 05E 1.0 - (,7 /5" . 0 Ct. : 0 0 tele 7 ks to 4'S o • Page of LJ t r , Li_ 1 Li Harriott Smith Valentine Engineers Inc. Lori tX 5 u 100 W. Harrison St, Suite N-100 Seattle. Washington 98119-4189 tel. 206 624 4760 fax 447 6971 ;.- 1* I) 2:J ()L 101( • I; 7 .i te7ro!L' i131/1/.5`,'; 10! 2 ? k • • 00•:•• •J 6 , Page of Harriott Smith Valentine Engineers Inc. ,ecoF o kre r • 32 " ? 5:4:',43=SC jA/Aa.-C "'"i> 7...DA .4(1)16'D z s ',7) _ 100 W. Harrison St.. Suite N-100 Seattle, Washington 98119-4189 tel. 206 624 4760 I fax 447 6971 2' sysicAes 1Y — 6 K tycf.e. L. w 1 /O7. SX '.27 sl-g.4 r ,,,,,,!,' 4,5 4 ,.• ,e; ; A 1/1 8‘,, (7)7,11 bit 45,06 71.4 k i' •3 ,3 87,Sa 170 jot fj -41 it • IN._ 1 - Jot'i.l 34 10 2s ; Siz.r)c (Z) e,3 5L 1 1 .• 66 t P2,.(-7 4- 2S09-4 5.t;S *P rur b ir50,; Page of Harriott Smith Valentine Engineers Inc. 7.(> ‘ 1 •Z .t • 100 W. Harrison St.. Suite N-100 tarfal Seattle, Washington 98119-4189 tel. 206 624 4760 I fax 447 6971 S Page of Marriott Smith Valentina Engineers Inc. SHEARWALL SCHEDULE C,apagty ir#f) Marls Shooting uds 8 Edoe1 Pane/ SOU4 Wood Bottom Plain BLichar tidta Shillala Seismic W!!9 SW t 15/32' CDX 2x 8d Q &oc A35 tffi 24'oc 164 g) 6 "oc 578" 5'$ d8"oc 2x 241 337 SW2 15132' COX 2x 84 ift 4"oc A35 0 15oc 184 42 4'oc 578" 0 3roc 2x 353 494 5W3 15132" CDX 3x 84 ¢9 3"oc A35 59 1 Yoe 164 C1 roc 518' 59 16'oc 2x 455 63/ 5144 15r3r CDX 3x. 84 59 rot A35 59 'roc 164 59 roc 518" 59 !roc 2x 595 833 SW5 15132" CDX 5oth sides 3x (2) rows 8d 59 roc A35 a 6"oc (2) Rows 16d 55 3 "ac 578" 59 8"oc 3x 911 1275 swa 15132 CCU( boat sides 3x (2) taws 80 *roc A35 59 4.5'oc (2) Rows 160 Q9 2 578" 591roc 3x 1190 1686 EX. SW - - - -. - - 100 100 100 W Kinnan 6t, SW4 N -100 Sea1a4, Wartuµ^,tcn 93119.41S3 te1206(1244r601h 44t 69r1 wst2nol+ "It I 3 Marriott SmIh Valentine Eng:nears Inc LATERAL FORCE DISTRIBUTION - walls below loft roof WIND va• n allowable shear values multiplied by 2wlh E oo re : 8 9. NA TL. 35 es( for wad aspect ratios greater than 2:1, and only for seismic gd( 1.43 LL: 25 psi (snow) Transverse We11s Mark F v Y L 9 Y Met 7.3 Mot MA M_ol 07 OL may T G P ,S H(Z eSZYI 02.0 o cj pp9, bY. Pi (above) (10031) (ft) (8) (98) 1822 (ibtt) (above) (tola1) Obi 8b; (m) Leh(tb) Right(b) Lett Right Al 950 0 950 1.50 9.00 633 6.00 NA 8550 0 8550 5700 98 5602 5700 5700 SSW PER MANUF. PER MANUF. PER MANUF. WINO 01 950 0 950 150 9.00 633 6.00 (JA 8650 0 8650 5700 98 5602 5700 5700 SSW PER MANUF. PER MANUF. PER MANUF. WINO L29.29401021Wags EF0O *Ute 8 p' NA M@it i.rt 1 43 TL: 35 est LL: 25 psi (snow) F v v 1 5 v osaac( YQ tdss his8 1 Q3 p1 max . r Q C &YY f10 Post ego (16) (above) (total) (8) (8) (99) ITLIR {lbS) (above) (total) (lb) PI (16) Left(b) Righ1pb) Leh Right 1A 555 0 555 4.00 900 139 2.25 NA 4995 0 4995 1249 202 1047 1249 1249 SWI C516 (2)214 (2)2.14 WINO 2A 555 0 555 4.00 900 139 225 NA 4995 0 4995 1249 202 1047 1249 1249 SW1 CS16 (2)214 (2)2.14 WIND 18 1110 0 1110 8.50 9.00 171 1.38 NA 9990 0 9990 1537 328 1209 1537 1537 91811 CS16 (2)2:4 (2)214 W1NO 110W !!,wn n(0,5ule N.uq Seattle, Waansytcvtea119.4100 IN 2u6674 4.1%0 1). 440' n9/‘ gc r)•7e9 'ago 2 of 3 • NaMUtt Sm)th Valentine Engineers trio LATERAL FORCE DISTRIBUTION - walls below main roof WIND va• a allowable sheer veklos nw4ip5od by 7w48 E,xocsure B p: NA TL' 35 psi for wall aspect r8nos greater than 2.1, end only for SOW= ) 5 1.43 LL: 25 pat j(,afsvefSe Weis Matt E v V L (3 x asp za r4 01 (4 04 Ms) QI DL max 1 c .�Y HD ? f4.2rePleo by. ((5) (above) (total) (R) (n) (p5) (21j9 (lon) (above) (lots)) plot 88) ((b) Loltpb) Wgh4(b) toll Right Al 160 0 160 4.00 9.00 40 125 NA 1440 0 1440 360 282 78 360 360 SWI LTT19 (2)2.4 (2)2x4 WIND A2 480 0 430 12.00 9.00 40 0.75 NA 4320 (0 4320 300 846 - 486 360 380 SW1 ions (2)2.4 12)2.4 WIND A3 360 0 380 9' 00 900 40 1.00 NA 3240 0 3240 360 635 .275 360 380 SWI none (2)2.4 (2)2.4 W(N0 A4 160 0 160 4.00 9.00 40 2.25 NA 1440 0 1440 360 282 78 360 380 SW1 LTT19 (2)2.4 (2)2.4 WINO B1 0 950 950 1.75 9.00 543 5.14 NA 8550 8550 17100 5771 123 9648 9771 9771 SSW 10163.1 PER MANUF. PER MANUF. WINO 82 814 0 814 10.00 9.00 81 0.90 NA 7323 0 7323 732 1005 -273 732 732 SW1 nono (2)2x4 (2)2.4 WINO B3 976 0 976 12.00 9.00 81 075 NA 8787 0 8787 732 1208 -474 732 732 SW1 none (2)2.4 (2)2.4 681N0 C1 0 050 950 1.75 9.00 543 5.14 NA 8550 5550 17100 9771 123 9648 9771 9771 SSW 10153.1 PER MANUF. PER MANUF. WINO C2 1790 0 1790 7.50 9.00 239 120 NA 18110 0 16110 2148 754 1394 2148 2148 SW2 14002 (2)2.4 (2)244 WIND 01 527 0 527 5.00 9.00 105 180 NA 4745 0 4745 949 353 597 849 949 SW1 LTT19 (2)2.4 (2)2.4 W940 02 316 0 316 3.00 900 105 300 NA 2647 0 2847 949 302 648 949 949 SWI LTT19 (2)2.4 (2)2.4 WIND 03 316 0 316 3.00 9.00 105 300 NA 2847 0 2847 949 302 648 949 940 SWI 13719 (2)2.4 (2)244 WIND El 2050 0 2050 14.00 900 146 064 NA 18450 0 18450 1318 1407 -89 1318 1318 SW1 none (2)2.4 (2)214 WIND 1-1 1025 0 1025 1.75 900 586 5.14 NA 8225 0 9225 6271 176 5096 5271 5271 SSW 10/53.1 PER MANUF. PER MANUF. WIND 1-'7 1025 0 1025 1.75 9.00 586 5 14 NA 9225 0 9225 5271 176 5098 5271 5271 SSW 10153.1 PER MANUF. PER MANUF. WIND L0na4Y041a1 Walls €.99OSurp. 0 p' NA IL: 35 psr Mp 52) 1 43 LL. 25 pst E Y Y L h v ARM 10E M h (.jot or 13 1. maz T g Q SY$ HD p..3,1 12911 (lb) (above) (total) (n) (5) (p8) nano OM) (above) (total) ((8) (lb) ((b) Left(lb) RigMnb) Lon Right IA 1960 0 1960 20.00 9.00 88 0.45 NA 17640 0 17640 282 1412 .530 882 882 SW1 nono (2)2.4 (2)2.4 WIND 10 476 0 476 5.00 9.00 95 1.80 NA 4285 0 4288 857 253 605 857 857 SW1 LTT19 (2)2.4 (2)2.4 WIND 29 1524 0 1524 16.00 900 95 0.56 NA 13714 0 13714 857 808 49 857 857 SW1 LTT19 (2)2.4 (2)2.4 WIND 1C 194 444 638 400 9.00 160 2.25 NA 5745 4995 10740 2686 484 2201 2685 2685 SWI HDU2 (2)2.4 (2)2.4 WIND 2C 291 666 957 6.00 9.00 160 1.50 NA 8617 4995 13612 2269 505 1764 2269 2269 SW1 (4002 (2)2x4 (2)2.4 WINO 3C 194 0 194 4.00 9.00 49 2.25 NA 1749 0 1749 437 202 235 437 437 SW1 ITT19 (2)2.4 (2)2.4 WIND 10 572 0 572 5.00 9.00 114 1.80 NA 5150 0 5150 1030 253 778 1030 1030 SW1 LTT19 (2)284 (2)2.4 WINO 20 458 0 458 4,00 9.00 114 2.25 NA 4120 0 4120 1030 202 828 1030 1030 SW1 LTT19 (2)2.4 (2)2.4 WIND 19 873 370 1243 4.00 5.00 311 225 NA 11190 0 11190 2798 202 2596 2798 2798 SW2 (40U4 (2)2.4 (2)2.4 WIND 29 1747 740 2487 8.00 9.00 311 1.13 NA 22380 0 22380 2798 404 2394 2798 2798 SW2 14004 (2)2.4 (2)2.4 WIND 1F 305 0 305 400 9.00 76 2.25 NA 2741 0 2741 685 202 483 685 685 SWI LTT19 (2)2.4 (2)244 WIND 21- 1523 0 1523 2000 9.00 76 0.45 NA 13703 0 13703 685 1010 -325 685 685 SWI none (212.4 (2)2.4 WIND 3F 533 0 533 7.00 800 76 1.29 NA 4796 0 4796 685 354 332 685 685 SW1 LT119 (2)2.4 (212.4 WIND 1160 Kunsan St. ewN 10) Scam. W4shagson 08119.41e5• 10 764674 CV) 1 44158/1 0'X1089 F.pe 1 N 7 Job Name: LARSON Wall Name: Wall Line 1 Application: Two -Story Stacked SIMPSON STRONG-TI ' COMPANY, INC. The World's No Equal" Structural Connector Company (800) 999-5099 TM 5956 W. Las Positas Blvd., Pleasanton. CA 94588. Design Criteria: 2003 & 2006 International Bldg Code ` Seismic R =6.5 * 2500 psi concrete *Alternate Basic or Basic Load combination * 2nd Story Wall Design Shear = 950 Ibs *1st Story Wall Design Shear = 0 Ibs Selected Wall Solution: Actual Shear & Drift Distribution: 1 -SSW24 is OK. SSW24 denotes SSW24x8 over SSW24x9 -STK SSW24 requires SSW24 -2KT Connection Kit. Notes: Disclaimer: www.strongtie.com End Total Axial Actual Model Level Type W H T Si11 Anchor Load Uplift (in) ! (in) (in) Anchor Bolts (Ibs) (Ibs) SSW24x8 2nd Story Steel 24 93.25 3.5 ; Plate 2 - 1" 0 4997 Ib SSW24x9 -STK 1st Story Steel 24 105.25 3.5 NIA 2 - 1" 0 10812 Ib Actual Allowable Actual / Actual Drift Moment ! Moment Model Level Shear Shear Allow Drift Limit Base Allow (Ibs) (Ibs) Shear (in) (in) j (ft-Ibs) I (ft-tbs) SSVV24x8 2nd Story 950 < 2050 OK 0.46 0.09 0.43 ! NA 1 NA SSW24x9 -STK 1st Story 950 < 3685 OK 0.26 0.15 0.48 16942 • 32300 i - Plate denotes shear transfer plate in Connection Kit. - Two -story stacked solutions evaluate cumulative overturning effects. It is the designer's responsibility to verify product suitability under applicable building codes. In order to verify code listed applications please refer to the appropriate product code reports at www.strongtie.com or contact Simpson Strong -Tie Co., Inc. at 1 -800- 999 -5099. SSW wall is Code listed under 2003 IBC but not under the 2006 IBC. Check with building department for acceptability & local policy. Page 1 of 1 '›Fr cF ; 0: [ L:i • L I • • I ..: 1 ( 1 ) LOFT ROOF FRAMiNC PLAN_(LOFT WALLS) • ; • •ff v r. A ir (I) Jpy, Root/Lon-. RooR. r..RAMiNq . (MA1N . , FLOOR WALLS) ra, DAVE LARSON 6285 S 153 ST TUKWILA WA 98188 RE: Permit No. D09 -098 5630 S 147 ST TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 09/21/2010. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 09/21/2010, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. D09 -098 Jim Haggerton, Mayor epartment of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 ® Tukwila, Washington 98188 e Phone: 206- 431 -3670 0 Fax: 206 - 431 -3665 3104 Western Avenue, #102 Seattle WA 98121 (206) 529 -9356 george@velocipede.net www.velocipede.net 11 August 2009 Allen Johannessen Plans Examiner City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 (206) 433 -7163 Re: Larson Residence — Response to Correction Letter #2 — Permit Application #D09 -098 .1n response to your Correction Letter #2 dated 5 August 2009 (copy attached), please note the following: 1. Per 2006 WSEC section 502.1.6.1 building sections on sheets A3.0 and A3.1 have been revised to call out impermeable vapor retarders on the interior side of roof assemblies with less than 12 inches of ventilation space above the insulation. 2. Building sections on sheets A3.0 and A3.1 have been revised to call out cardboard baffles to maintain 1" ventilation air space continuous betweeneaves and ridge. We have made the changes noted above to the 10 June 2009 drawings. Corrections dated 11 August 2009 to sheets A3.0 and A3.1 are enclosed for your review. We trust that the above responses address your concerns and look forward to your timely approval of this project. Sincerely, George Ostrow c: Dave Larson Brooks Powell, Powell Brothers Custom Homes file CORRECTION X09 -098 VELOCIPEDE architects - *eiP q...i RECEIVED AUG 13 2009 PERMIT CENTEt August 5, 2009 Dave Larson 6285 S 153 St Tukwila, WA 98188 RE: CORRECTION LETTER #2 Development Permit Application Number D09 -098 Larson Residence — 5630 S 147 St Dear Mr. Larson, This letter is to inform you of corrections that must be addressed before your development permit(s) 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 Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, 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, please contact me at (206) 431 -3670. Sincerely, enn fer Marshall erm't Technician encl File No. D09 -098 Cizy of Tukwila Department of Community Development Jack Pace, Director W:\Permit Center\ Correction Letters \2009009-098 Correction Letter #2.DOC • Jim Haggerton, Mayor Building Division Review Memo • • Date: August 5, 2009 Project Name: Larson Residence Permit #: D09 -098 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen IJohannessen, Plan Examiner 1 The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The proposal "not to install vapor retarder" does not meet the 2006 Washington State energy code (WSEC). Revise plan to show providing vapor retarders in compliance with current energy codes. (2006 WSEC 502.1.6.1) Previous correction: Roof construction notes on the elevations, pages A -3.0 & A -3.1, indicate "No Vapor Retarder". Vapor retarders shall not be required in roof /ceilings assemblies where the ventilation space above the insulation averages 12 inches or greater. Otherwise vapor retarder shall be required where the ventilation space above the insulation is less than 12 inches and shall be means of either faced batt insulation or other approved methods. Please revise notes to show vapor retarder in the appropriate details. (2006 WSEC 502.1.6.1) 2. Unless an approved design is provided for blown installation on sloped roofs, consistent with Washington State energy codes, the blown insulation on sloped roofs indicated on the plans shall not be an acceptable method. This also is also applicable with non - sloped single rafter roof - ceiling joist. The loose blown insulation has the potential for blocking or not maintaining the required 1 inch ventilated air space between the roof sheathing and the insulation on sloped vaulted ceiling or non - sloped ceiling rafters. Therefore batt insulation or an approved foam - applied system or similar (that meets R- values) shall be the only acceptable methods. Revise plan to show the correct method of insulation that meets energy code requirements. (2006 WSEC Table 6 -1 & note 3.) Previous correction: In addition to item #1) the details indicate batt insulation with the notes dictating R -38 blown in cellulose insulation vaulted ceiling details. Provide the correct notes to indicate bats insulation with a minimum 1 inch air space between the underside of the roof deck and the top of the insulation. (2006 WSEC Table 6 -1 note 3) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. 3104 Western Avenue, #102 Seattle WA 98121 (206) 529 -9356 gorge@velocipede.net www.velocipede.net 30 July 2009 Allen Johannessen Plans Examiner City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 (206) 433 -7163 Re: Larson Residence — Response to Correction Letter #1 — Permit Application #D09 -098 In response to your Correction Letter #1 dated 27 July 2009 (copy attached), please note the following:. 1. Per 2006 WSEC section 103, we propose to not install impermeable vapor retarders on the interior side of roof assemblies in Western Washington because they prevent drying to the interior. Instead we propose to manage interior moisture using a heat recovery ventilation system, as listed in the Appliance Schedule on sheet A4.1. Any moist interior air that does get to the cold side of the roof insulation will be able to dry out the ventilation air space on the underside of the roof sheathing. l 2. Building sections on sheets A3.0 and A3.1 have been revised to show 1" ventilation air space between top of the blown -in insulation and underside of the sloped roof sheathing per 2006 IRC sectionR806.3. There is no batt insulation proposed for this project. 3. As shown and noted in building section 01 on sheet A3.0, the planted roof consists of modular pans over a roofing membrane. The roofing installation is a typical low slope roof per 2006 IRC section R905.12 that is waterproof before the planting pans are installed. The pans are loose laid on top of the waterproof roofing, like shallow potted plants sitting on a roof. 4. On sheet A3.1, details 06 and 09 have been revised to show 11" deep treads at 10" run spacing with a sloped riser face not exceeding 30 degrees from the vertical and with flush nosings. Per 2006 IRC section R311.5.3.3, exception 1, nosings are not required where the tread depth is a minimum of 11 inches. 5. On sheet A3.1, detail 06 has been revised to show and note gypsum board on the underside of the stair at the enclosed accessible spaces, per 2006 IRC section R311.2.2. We have made the changes noted above to the 10 June 2009 drawings. Corrections dated 30 June 2009 to sheets A3.0 and A3.1 are enclosed for your review. We trust that the above responses address your concerns and look forward to your timely approval of this project. Sin George Ostrow c: Dave Larson Brooks Powell, Powell Brothers Custom Homes file 1 .VELOCIPEDE architects ik:A. nc o, �i July 27, 2009 Dave Larson 6285 S 153 St Tukwila, WA 98188 RE: CORRECTION LETTER #1 Development Permit Application Number D09 -098 Larson Residence — 5630 S 147 St Dear Mr. Larson, This letter is to inform you of corrections that must be addressed before your development permit(s) 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 Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, 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 messeniver service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, ifer Marshall it Technician encl File No. D09 -098 Cizy of Tukwila Department of Community Development Jack Pace, Director W:\Pennit Cen ter \Correction Letters\2009\D09 -098 Correction Letter #I.DOC Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • Building Division Review Memo Project Name: Larson Residence Permit #: D09 -098 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner I The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 1 1x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Roof construction notes on the elevations, pages A -3.0 & A -3.1, indicate "No Vapor Retarder ". Vapor retarders shall not be required in roof /ceilings assemblies where the ventilation space above the insulation averages 12 inches or greater. Otherwise vapor retarder shall be required where the ventilation space above the insulation is less than 12 inches and shall be means of either faced batt insulation or other approved methods. Please revise notes to show vapor retarder in the appropriate details. (2006 WSEC 502.1.6.1) 2. In addition to item #1) the details indicate batt insulation with the notes dictating R -38 blown in cellulose insulation vaulted ceiling details. Provide the correct notes to indicate batt insulation with a minimum 1 inch air space between the underside of the roof deck and the top of the insulation. (2006 WSEC Table 6 -1 note 3) 3. Plan is showing a planted roof construction. Please provide a specific flashing detail for that roof system preventing moisture intrusion to the structure below. 4. Stair details are shown with no stair nosing (Flush Nosing). A nosing not less than 3 /4" but not more than 1 -1/4" shall be provided on stairways with solid risers. Please revise details provided with stair nosing and show where the stair nosing edge profile also complies. (IRC R311.5.3.3) 5. In addition to the stairway detail, show the under side of the stairs protected with drywall the full run of the stairs. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. 3104 Western Avenue, #102 Seattle WA 98121 (206) 529 -9356 Fax: 529 -0259 george@velocipede.net ww 25 June 2009 • Bill Rambo Permit Technician City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 (206) 431 -3670 0 VELOCIPEDE a rchitects s�t Re: Larson Residence — Response to Incomplete Application #1 — Permit Application #D09.098 In response to your Letter of Incomplete Application #1 dated June 12, 2009 (copy - attached), please note the following: Corrections Item 1: The owner shall execute the attached King Count Residential Sewer Use Certification. Response: See attached completed Sewer Use Certification form. Item 2: Show location of 9/18/08 sewer service capping and show the new sewer service line to the house, see attached Sanitary Side Sewer Detail SS -02. Response: Notation added to Site Plan 01/A -0.0. Item 3: Show location of the existing water meter and show proposed new water service to the house. Response: Notation added to Site Plan 01/A -0.0. Item 4: City of Tukwila has an Undergrounding Ordinance; power /telecommunication shall be installed underground. On your plan please show how power service will be brought to your house. Response: Notation added to Site Plan 01/A -0.0. Item 5: Submit specs for proposed porous pavers. Response: Notation added to Site Plan O1/A -0.0. Item 6: Submit a cost estimate for site work on private property and in the right of way associated with the new SFR construction. PW Bulletin A -1, 2 is attached. Response: Estimated site work on private property $10,000. No anticipated work in the right of way. We have made the changes noted above to the 10 June 2009 drawings. Also, we have added a 6' high fence along the east property line. Corrections dated 25 June 2009 are ericlosed for your review. We trust that the above responses address your concerns and look forward to your timely approval of this project. • Sincerely, Carrie A. Anderson (206) 529 -2731 carrie @velocipede.net c: Dave Larson Brooks Powell, Powell Brothers Custom Homes file June 12, 2009 Dave Larson 6285 S 153 St Tukwila, WA 98188 RE: Letter of Incomplete Application # 1 Development Permit Application D09 -098 Larson Residence — 5630 S 147 St Dear Mr. Larson, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on June 9, 2009 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department need to be addressed: Public Works Department: Joanna Spencer at 206 431 -2440 if you have any questions concerning the following comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, 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. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician Enclosures File: D09 -098 W:\Permit Center \Incomplete Letters\2009\D09 -098 Incomplete Ltr #1.DOC wer Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 DATE: July 12, 2009 PROJECT: Larson New SFR 5630 S 147 Street PERMIT NO: D09 -098 P: joanna/comments 1 D09 -098 incom • • PUBLIC WORKS DEPARTMENT COMMENTS PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) The owner shall execute the attached King County Residential Sewer Use Certification. 2) Show the location of 9/18/08 sewer service capping and show the new sewer service line to the house, see attached Sanitary Side Sewer Detail SS -02. 3) Show location of the existing water meter and show proposed new water service to the house. 4) City of Tukwila has an Undergrounding Ordinance; power /telecommunication shall be installed underground. On you plan please show how power service will be brought to your house. 5) Submit specs for proposed porous pavers. 6) Submit a cost estimate for site work on private property and in the right of way associated with new SFR construction. PW Bulletin A -1, 2 is attached. Reference Number(s) of Related Document(s): Dog- ° aS Grantor /Borrower: �, )O� v� L p.IS oh Co a_S5 5 I S .2 3 .° 5-1 kk ► ( \).) Pr q I g Grantee /Beneficiary: CITY OF TUKWILA, a municipal corporation of King County, Washington Work Location: 56W 5 441 s Abbreviated Work Description: Indemnification and Hold Harmless and Permit Temporary in Nature DIZ1 UEW 11'( w OR-tz / ti TI-E i o. Gc), NOW, THEREFORE, the parties agree as follows: The Permittee shall indemnify, defend and hold harmless the City, its officers, agents and employees, from and against any and all claims, losses or liability, including attorney's fees, arising from injury or death to persons or damage to property occasioned by any act, omission or failure of the Permittee, its officers, agents and employees, in using the City's right -of -way under this permit. This indemnification and hold harmless shall not apply to any damage resulting from the sole negligence of the City, its agents and employees. To the extent any of the damages referenced by this paragraph were caused by or resulted from the concurrent negligence of the City, its agents or employees, this obligation to indemnify, defend and hold harmless is valid and enforceable only to the extent of the negligence of the Permittee, its officers, agents, and employees. Further, the right -of -way permit herein is wholly of a temporary nature and it vests no permanent right to use whatsoever to the Permittee. Page of DATED this C GRANTOR: `d 2 ,_..a0 a corpor n By: Print Name: , \ �i�e N S av, Its: CJ Wu` STATE OF WASHINGTON COUNTY OF KING day of ss. , 2009 On this 25 day of , 200 ' , before me a Notary Public in and for the State of Washington, perso ally appeared DLfS'vi , to me known to be the Dw a-02/ of Fj ,e 3 d . ) 47" S , a cts' ce cc eration that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said corporation, for the uses and purposes mentioned in this instrument, and on oath stated that he /she was authorized to execute said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. � 4;9� % Name: � tA S�.mot , }� roc � �oTa A a HA (seal) ' My commission expires: b — t ( NOTARY PUBLIC, in and for the State of Washington, residing at DATED this aS GRANTEE: CITY of TUKWILA By: �t Print Name: James Morrow Its: STATE OF WASHINGTON COUNTY OF KING day of Public Works Director , 200 On this day, before me personally appeared JIM MORROW to me known to be the PUBLIC WORKS DIRECTOR for the City of Tukwila, and executed this instrument on behalf of the City of Tukwila in his capacity as PUBLIC WORKS DIRECTOR and acknowledged that he is authorized to do so at his free and voluntary act and deed, for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. (seal) Name: S ?).COCk NOTARY PUBLIC, in and for the State of Washington, residing at C. J My commission expires: Page of )0 fig 1 D-61 ( EXHIBIT A DEPICTION OF WORK LOCATION(S) Page _ of P ERMIT PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D09 -098 DATE: 08 -13 -09 PROJECT NAME: LARSON RESIDENCE SITE ADDRESS: 5630 S 147 ST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # After Permit Issued DEPART N TS : ,°y ding ion ��l Public Works ❑ DETERMINATION O COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Please Route TUES/THURS ROXJTING: APPROVALS OR CORRECTIONS: Fire Prevention Structural Incomplete Structural Review Required n Planning Division Permit Coordinator DUE DATE: 08 -18 -09 Not Applicable ❑ No further Review Required n REVIEWER'S INITIALS: DATE: DUE DATE: 09 -15-09 Li Approved ❑ Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 ACTIVITY NUMBER: D09 - 098 DATE: 07 -31 -09 PROJECT NAME: LARSON RESIDENCE SITE ADDRESS: 5630 S 147 ST Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPART ENTS• Bui cTh g ivision Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 1Kr Comments: TUES /THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing sl ip.doc 2 -28 -02 PLAN REVIEW /ROUTING SLIP Y � I � • PERMIT CORD COPY Fire Prevention ❑ Structural Incomplete ❑ Permit Coordinator DUE DATE: 08-04-09 Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: No further Review Required ❑ DATE: DUE DATE: 001•01-09 Approved ❑ Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Planning Division Not Applicable Permit Center Use Only CORRECTION LETTER MAILED: 04 Departments issued corrections: Bldg :.1 Fire ❑ Ping ❑ PW ❑ Staff Initials: /�f✓ ACTIVITY NUMBER: D09 -098 DATE: 06 -25 -09 PROJECT NAME: LARSON RESIDENCE SITE ADDRESS: 5630 S 147 ST Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # After Permit Issued DEPARTMENTS: two C I BuiTdigg Division vi � �l I1 ' v�K is Works Complete Comments: PERMIT COORD COPY 0 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATI N OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ Planning Civision Permit Coordinator DUE DATE: 06-30-09 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RO TING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: DATE: Approved 1 Approved with Conditions ri Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: DUE DATE: 07-2 i -09 Permit Center Use Only CORRECTION LETTER MAILED: 01 " Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: ��✓ ' Documents/routing slip.doc 2 -28-02 ACTIVITY NUMBER: D09 -098 PROJECT NAME: LARSON RESIDENCE SITE ADDRESS: 5630 S 147 ST X Original Plan Submittal Response to Correction Letter # _ DATE: 06 -09 -09 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Building gqivisi n b_. C7 AM A! t Public Works OP 0 DETERMINATION OF COMPLETENESS: (Tues., Thur .) Complete n Incomplete Comments: Permit Center Use Only I INCOMPLETE LETTER MAILED: 1 - 16 1 44 LETTER OF COMPLETENESS MAILS : Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW grStaff Initials: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2-28-02 0 cooR0 PLAN REVIEW /ROUTING SLIP ire Prevention Structural Structural Review Required i l .kwc 10 PLI Planning Division Permit Coordinator DUE DATE: 06-11 -09 Not Applicable n No further Review Required DATE: DUE DATE: 07-09-09 Not Approved (attach comments) DATE: n 1/ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION SUBMITTAL Revision submittals n submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date. 111 August 2009 Project Name: Project Address: Contact Person: • 4 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 4 100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206- 431 -3665 Web site: http : / /www.ci.tukwila.wa.us ❑ Response to Incomplete Letter # • Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner' Larson Residence 5630 S 147 St Dave Larson \applications\fonns- applications on line \revision submittal Created • 8 -13 -2004 Revised: Plan Check/Permit Number: D09 -098 Phone Number: (206) 409 -8771 Summary of Revision• See attached letter 1 RECEIVED G 1 3 2009 QEnto C €NTE1- • Sheet Number(s): 1A -3.0, A -3.1 "Cloud" or highlight all areas of revision including date o revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 8-t ? 01 City' of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http : / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 30 JULY 2009 Project Address: 5630 S 1.47 St ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Larson Residence Plan Check/Permit Number: D09 -098 Contact Person: 1Dave Larson' Phone Number: 1(206) 409 - 8771 1 RECENED CITY OF TUKWIIA I JUL 312009 PERM ` "r' • e>k Summary of Revision: 'See attached letter. Sheet Number(s). IA 3.0, A - 3.1 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: /9 fi 4) Entered in Permits Plus on 0 7/3 / f' \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: O si tA, Via`•: r €—1, City of Tukwila Department of Community Development 6300 Souihcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fa1•c: 206- 431 -3665 Web site: http /'\ywty ci.tulovila.weLos REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the Mail, fax, etc. 25 June 2009 D09 -098 Date: Plan Check/Permit Number: ® Response to hicomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # ^ after Permit is Issued ❑ • Revision requested by a City Building Inspector,or Plans Examiner Project Name: LARSON RESIDENCE Project address: 5630 S 147 ST Contact Person: Dave Larson Phone Number: Summary of Revision: (See attached letter. 1 A -0.0 Sheet Number(s) "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: tA , Entered in Permits Plus on \applications \torms- appltcattons on line'revision submittal Created: 8-13-2004 Revised: (206) 409 -8771 1 Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED ("Tv OF TUKWILA JUN 2 5 2009. PERMIT CENTER Parcel No.: 3365900515 Address: 5630 S 147 ST TUKW Suite No: Applicant: LARSON RESIDENCE City ofi'ukwila • Department of Public Works 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 433 -0179 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us DESCRIPTION OF WORK: CONSTRUCTION OF A NEW SINGLE FAMILY RESIDENCE WITH ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE CONSTRUCTION ENTRANCE/DRWEWAY, EROSION CONTROL, LAND ALTERING, STORM DRAINAGE, SANITARY SIDE SEWER, STREET USE, AND WATER SERVICE (WM IS EXISTING & NEEDS TO BE TURNED ON). Work Order Number: WATER METER INFORMATION METER #1 Permit Number: D09 -098 Issue Date: 08/25/2009 Permit Expires On: 02/21/2010 METER #2 METER #3 Water Meter Size: 0.75 0 0 Quantity: 1 0 0 Water Meter Type: PERM Connection Charge: N $0.00 $0.00 $0.00 Installation: N $0.00 $0.00 $0.00 Additional Install Deposit: $0.00 $0.00 $0.00 Plan Check Fee: N $0.00 $0.00 $0.00 Inspection Fee: N $0.00 $0.00 $0.00 Turn On Fee: Y $25.00 $0.00 $0.00 Subtotal: $25.00 $0.00 $0.00 Cascade Water Alliance (RCFC): $0.00 TOTAL WATER FEES: $25.00 doc: WTRMTR $0.00 $0.00 D09 -098 Printed: 08 -25 -2009 Department of Natural Resources and Park Wastewater Treatment Division King County Residential Sewer Use Certification Sewage Treatment Capacity Charge • To be completed for all new sewer connections, re- connections, or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type X10 b Hi11� s Property Street Address City P ON Owner's Name (02 1 t 9- Owner's Mailing Address City State (nob) etol —c04 Owner's Phone Number (with Area Code) oftic 9$1t0 State ZIP Property uontac Phone Number (with Area Code) Party to be Billed (if different than Owner): Name Street Address City Please check appropriate box: X Single-family (free standing, detached only) Multi - Family (any shared walls): ❑ Duplex (0.8 RCE per unit) ❑ 3 -Plex (0.8 RCE per unit) ❑ 4 -Piex (0.8 RCE per unit) ❑ 5 or more (0.64 RCE per unit) No. of Units ❑ Mobile home space (1.0 RCE per space) No. of Spaces State ZIP Residential Customer Equivalent (RCE) x 0.64 = x 1.0 = 1.0 1.6 2.4 3.2 For King Countille Only Account it No. of r CEs Monthly Rate Sewer District / Agency Contact & Phone Number Date of Sewer Connection Side Sewer Permit Number Required: Property Tax Parcel Number Subdivision Name Lot Number Building Name If Multi- family, will units be sold individually? ❑ Yes ❑ No If yes, will this property have a Homeowner's Association? ❑ Yes ❑ No Signature of Owner /Representative f.Uo Print Name of Owner /Representative 1057 (Rev. 5/07) White — King County Yellow — Local Sewer Agency Pink — Sewer Customer Subdivision Number Block Number RECEIV €D_ el tY of TUKWILA INCOMPLETE JUN '2 5 2009 LTR# PERMIT CENTER Please report any demolitions of pre- existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? Iles ❑ No Was building on Sanitary Sewer? Ves ❑ No Was Sewer connected before 2/1/90? ❑ Yes Sewer disconnect date: hPMFA4 Type of building demolished? 4iiNb?I. ritM Request to apply demolition credit to multiple buildings? ❑ Yes L1No bo9- 09S Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the Metropolitan King County Council as a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at 206 - 684 -1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmissio • ected data for dgtermination of a revised capacity charge. Date cam/ " x/19 License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status POWELRL939PE POWELL RENOVATIONS LLC CONSTRUCTION CONTRACTOR GENERAL UNUSED 10/5/200710/5/2009 ACTIVE POWELBI949KD POWELL BUILDERS INC CONSTRUCTION CONTRACTOR GENERAL UNUSED 5/4/2006 5/4/2010 ACTIVE POWELCL024JM POWELL COMPANY LLC, THE CONSTRUCTION CONTRACTOR GENERAL UNUSED 4/14/19984/14/2001 ARCHIVED SHAYCL *991JM SHAYS CONSTRUCTION LLC CONSTRUCTION CONTRACTOR GENERAL UNUSED 4/14/2001 4/14/2003 INACTIVE POWELHB121K3 POWELL HOME BUILDERS INC CONSTRUCTION CONTRACTOR GENERAL UNUSED 5/23/1988 3/15/2007 REREGISTERED Name Role Effective Date Expiration Date POWELL, BROOKS PARTNER /MEMBER 05/21/2002 POWELL, HEATHER PARTNER /MEMBER 05/21/2002 Untitled Page Licenses Business Owner Information • • General /Specialty Contractor A business registered as a construction contractor with LBtI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company POWELL BROTHERS LLC 2068248001 PO BOX 98309 DES MOINES WA 98198 KING Limited Liability Company UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 601860674 ACTIVE POWELBL982K1 CONSTRUCTION CONTRACTOR 5/21/2002 4/14/2011 GENERAL UNUSED 1 Bond Information 1 https://fortress.wa.gov/lni/bbip/Detail.aspx I 1 Page 1 of 2 08/25/2009 F6 25- 052 -000 (8/97 F625 -052 -000 (8/97) DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # CGO1 I 'l EFFECTI�U' E DAT E POWELL BROTHERS LLC PO BOX 98309 DES MOINES WA 98198 POWELL BROTHERS LLC PO BOX 98309 DES MOINES WA 98198 EXP. DATE 4/4 / 1 Detach And Display Certificate REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST # EXP. DATE CCO1 ' POWELBL982K1 4/14/2011 EFFECTIVE DATE 5/21/2002 Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES Please Remove And Sign Identification Card Before Placing In Billfold PROJECT DESCRIPTION: NEW SINGLE FAMILY RESIDENCE WITH DETACHED TWO -CAR GARAGE. LEGAL DESCRIPTION: THE WEST 75 FEET OF LOT 18 BLOCK 5, HILLMAN'S GARDEN TRACTS ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 24, RECORDS OF KING COUNTY, WASHINGTON. ASSESSOR'S PARCEL NUMBER: 3365900515 APPLICABLE CODES: 2008 TUKWILA MUNICIPAL CODE 2006 INTERNATIONAL RESIDENTIAL CODE 2006 WASHINGTON STATE ENERGY CODE 2006 WASHINGTON STATE INDOOR AIR QUALITY CODE 2006 INTERNATIONAL MECHANICAL CODE 2006 UNIFORM PLUMBING CODE 2005 NATIONAL ELECTRICAL CODE 2006 INTERNATIONAL FIRE CODE 2009 KING COUNTY SURFACE WATER DESIGN MANUAL, APPENDIX 'C' CODE HIGHLIGHTS: ZONE: LDR OCCUPANCY: R -3 HOUSE, U GARAGE CONSTRUCTION: TYPE V -B LOT COVERAGE: LOT SIZE HOUSE GARAGE COVERED BREEZEWAY OVERHANGS > 18" MAXIMUM BUILDING FOOTPRINT MAX. ALLOWED BUILDING FOOTPRINT PATIOS < 18" ABOVE FIN. GRADE GROSS SQUARE FOOTAGE BY FLOOR: MAIN FLOOR LOFT TOTAL CONDITIONED SPACE ROOF DECK 5�151si 5t a 151st St 144t 5�ip5Gt51 : S 116t7Y'St i r 00 1m'st VICINITY PLAN NTS 1374 S.F. 181 S.F. 1555 S.F. 261 S.F. These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequac • of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection the Public Works utilities inspector. Date: By: 7721 S.F. 1374 S.F. 484 S.F. 176 S.F. 192 S.F. 2226 S.F. 2702 S.F. (35% PER TMC 18.10.057) 262 S.F. UTILITY INFO NEW ELECTRIC BOILER FOR HYDRONIC RADIANT FLOOR HEATING. NEW FILTERED MECHANICAL VENTILATION WITH HEAT RECOVERY VENTILATOR. EXIST. ELECTRICAL SERVICE WITH NEW METER AND NEW 300 AMP PANEL. EXIST. WATER SERVICE WITH NEW SECONDARY FROM EXISTING METER. EXIST. SANITARY SIDE SEWER TO REMAIN WITH CONNECTION TO NEW RESIDENCE. EXIST. GAS LINE TO REMAIN CAPPED. NEW DISPERSION TRENCH TO COLLECT RAINWATER. (NO STORM SEWER CONNECTION). I S 153rd 5t pa REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will - require a new plan submittal e additional plan re vinw fees. DRAWING INDEX ARCHITECTURAL: A -0.0 SITE PLAN & PROJECT INFO A -0.1 STORMWATER & SEWER A -1.0 FOUNDATION PLAN A -1.1 MAIN FLOOR PLAN A -1.2 LOFT FLOOR AND ROOF PLANS A -2.0 BUILDING ELEVATIONS NORTH & SOUTH A -2.1 BUILDING ELEVATIONS EAST & WEST A -3.0 BUILDING SECTIONS A -3.1 BUILDING & STAIR SECTIONS, STAIR DETAILS A-4.0 SCHEDULES A-4.1 SCHEDULES A -5.0 ELECTRICAL PLANS SEPARATE PERMIT REQUIRED FOR V E I ec ct l rIcal Eletrical ❑ Plumbing ❑ Gas Piping City of Tukwila By l_DING DIVISION ESC NOTES: 1. PROVIDE FILTER FABRIC SILT FENCE AT SITE PERIMETER THROUGHOUT CONSTRUCTION. 2. PROVIDE CONSTRUCTION ENTRANCE AS SHOWN. 3. PROVIDE GEOTEXTILE FABRIC PROTECTION AT DOWNSTREAM STORM SEWER INLET AT STREET. PLANNING APPROVED • No changes can be made to these plans without approval from the Planning Divlsrt of DCD Approved By Date: TREE REMOVAL NOTES: 1. EXISTING TREES TO BE REMOVED AS NOTED. 2. LANDSCAPE PLANS TO FOLLOW DESCRIBING REPLACEMENT OF TREES TO BE REMOVED. EXISTING DOUGLAS FIR NEW SEWER SERVICE EXIST. SANITARY SIDE SEWER STUB HOUSE 1374 S.F. EXIST. UNDERGROUND GAS STUB (CAPPED) EXISTING 19" DIAMETER SPRUCE TO BE REMOVED EXISTING 7 1/2" DIAMETER MAGNOLIA TO BE REMOVED 6'H FENC NEW UNDERGROUND POWER 5' -0" PERMEABLE PAVERS AT NEW DRIVEWAY UNI ECO -STONE BY MUTUAL MATERIALS (888) 688-8250, 12.18% VOID, OVER 1" SAND BED OVER 6" LAYER WASHED, DRAINED ROCK (NO FINES) 20' -1" 6' HIGH FENCE 10' -1" TWO GARAGE PARKING SPACES PROVIDED o NEW DRIVEWAY7 co EXIST. CMU RETAINING WALL TO REMAIN 1' -0" 4' -10" PATIO 70 S.F. 4' -10" / REAR YARD SETBACK LINE OF ROOF OVERHANG ABOVE (DASHED) EXIST. WATER METER PROPERTY LINE, 75.0' FRONT ARD SETBACK PATIO o 192 S.F. 16' -0" EXISTING 3' DIAMETER CEDAR TO BE REMOVED EXISTING 2' DIAMETER CEDAR TO BE REMOVED 8' -0" STRUCTURAL: S1.0 GENERAL STRUCTURAL NOTES S2.0 FOUNDATION PLAN S2.1 MAIN ROOF / LOFT FLOOR FRAMING PLAN S2.2 LOFT. ROOF FRAMING PLAN S3.0 STRUCTURAL DETAILS S3.1 STRUCTURAL DETAILS S3.2 STRUCTURAL DETAILS OWNER DAVE LARSON 6285 S 153RD STREET TUKWILA, WA 98188 (206) 409 -8771 DAVENLARSON @COMCAST.NET ARCHITECT VELOCIPEDE ARCHITECTS INC. 3104 WESTERN AVE #102 SEATTLE, WA 98121 (206) 529 -2731 CONTACT: CARRIE ANDERSON CARRIE@VELOCIPEDE.NET CONTRACTOR POWELL BROTHERS CUSTOM HOMES 22211 MARINE VIEW DRIVE SOUTH DES MOINES, WA 98198 (206) 730 -6926 CONTACT: BROOKS POWELL BROOKS @POWELL - HOMES.COM STRUCTURAL ENGINEER HARRIOTT SMITH VALENTINE ENGINEERS, INC. 100 WEST HARRISON STREET, SUITE N -100 SEATTLE, WA 98119 (206) 624 -4760 CONTACT: DWIGHT SMITH DSMITH @HSVENG.COM FILE COPY Permit No. 'V OCt• i, 96 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 conditions is acknowledged: By . Date: City Of lbkwila BUILDING DIVISION 10' -0" \ ` }-• EXIST. DRIVEWAY APRON EXIST. DRIVEWAY TO SERVE AS CONSTRUCTION ENTRANCE, PROVIDE 4" TO 8" QUARRY SPALLS, 12" DEEP, �N l4 OR. OVER FULL WIDTH CO P A�v ii A uct-vb twt ?N Is t t 1 /8" = 1' -0" EXIST. CURB CUT TO REMAIN, VFY. SITE PLAN PROPERTY LINE, N 89° 25' 50" E, 75.0' REVIEWED FOR CODE COMPLIANCE APPROVED AUG 19 2009 A-5 City of Tukwila BUILDING DIVISION S 147TH STREET CL RIGHT OF WAY A EXIST. SIDEWALK EXIST. CURB SITE PLAN NOTES: 1. SITE PLAN BASED UPON SURVEY BY HARSTAD CONSULTANTS DATED JAN. 2009. 2. ALL ITEMS NEW UNLESS NOTED AS EXISTING. INCOMPLETE LTR# 0 CV co N N ° 0 w NEAREST FIRE HYDRANT LOCATED AT NORTHWEST CORNER OF S 147TH ST AND 57TH AVE S, ±110' EAST OF PROPERTY VELOCIPEDE 3104 Western Avenue #102 Seattle WA 98121 L , r r;171:174 Ur. Lt JY °aNUM ?a r c) octo z 4g 4t )4 cf) E-4 fz4 O rJ) ci) Et. 4t 0 )-4 RECEIVED CITY OF TUKWILA JUN .2 5 2009 PERMIT CENTER 25 JUNE 2009 DATE: 10 JUNE 2009 PHASE: PERMIT PROJECT: 0888 DRAWN: CAA SCALE: 1 /8" = l' -0" SITE PLAN & PROJECT INFO A -0.0 1)061011 150' MAX. W z f= w a 0 a PROPERTY UNE PLUGGED CLEAN OUT (TOTAL 60° CLEAN QUIT LONG SWEEP BEND m� U LOIN • PLUGGED .CLEAN OUT. (\WE) 4" MIN. SEWER PIPE :INSPECTION TEE AT CITY RNV LINE CLEAN OUT 6 PLUG S "x6 'x4 "WYE 6" SEWER PIPE SADDLE AT EXISTING MAIN. SOIL PIPE ADAPTER ADDRESS W z a w STREET SEWER MAIN NOTES: 1. MATERIALS AND INSTALLATION CHAPTER 8 OF THESE STANDARDS. w w 0 0 c CITI' RAN LINE .1:1 LT1.1-D_...... ■... , .. 3., WATER AND SEWER LINE SEPARATION 10' HORIZONTALLY IF WATER AND SEWER LINES CROSS, SEWER SHALL,BE AT LEAST 16 BELOW THE WATER LINE NOTTO_SCALE • City of Tukwila SANITARY SIDE SEWER RESIDENTIAL SHEET: SS -02 REVISION #1: 08.03 APPROVAL: B. SHELTON STANDARD SEWER DETAIL NTS .r'ltUI c D SD-FOOT DISPERSION 1RENCEIWJTIII NOTCHED :BOARD t iir;t ?. • ft IYttr, 2 11.1D 12 ; .1 P73iro �� , 1 i ritoiAfti y *".- b :wfc 3 7Y of v. 4 n.tc_crFa3t: 02 +per 0.0. =-{ C2) a #s .* clean c•.It y`t I'c,.r pips .F ▪ i r6 parfaraled piFd kid flat/1641i u r �. P Phan cut *v. Ir ri pipe • fabrc" NTS PLAN NTS FIN cnrf «Mar^r tir -ign Mnw,i ip c1i I '.' ,piptii 0.a [" SECTION CTION Air rifa 1'yps I'r1U,' AD:.dtGiOr l'llld°�t6.: e (I a.: r SIJri ilCr►Y�: U 1.,L=,3p-r trti1C.'r�: T • prfarat>�1 {'tiiJ Ield'Ikll DISPERSION TRENCH DETAIL Z3,1 Rillbr.SPFIRSOK :.: lt` r =:-)"(1. clis. ;rc51 Lr .nn of ri Es* ' fitrw :o GUI trench'; -g C5' as nem 2* arida bOCrd nal:1 2;3 . typa<i W,6C.Nd tr.'1 E OTES 1. THE Ir�ant±i s ialI b Cu nbt�xr �zs: O....c, nretir,nt:tacitd1Echnr an_Jar eroalan. . rtrt�Stift r t ;r Jim pI;' r!d rtin Aiwa. rat' C 1+ ; +gale srl 1.4P a n :11 D gCala ';;Cara lam: Da ors ,'t yn lcrl':ilva' dour; c. tiilrr. E' ppoat psi E1..11 ,• VI; 116411'14 i? 3511 off+ rr:, ?Ilanr; la ware. a Gars! ;writ:Nin 1 IIVAIr CONCRETE SLAB ON GRADE P 351 S.F. ROOF L_ PERMEABLE PAVERS AT NEW DRIVEWAY OVER 6" LAYER OF WASHED DRAIN ROCK STORMWATER PLAN D.S. w IZ d 0 w 0 0 VEGETATED FLOWPATH SEGMENT (HATCHED AREA) EXIST. DRIVEWAY APRON S 147TH STREET coq -0/8 1/8" =1' -0" C.O. ID 147 S.F. ROOF PE 1 CATCH BASIN WITH SOLID COVER PROPERTY LINE 147 S.F. ROOF T — 60 S.F. PLANTS 35 FOOT LONG X 2 FOOT DEEP •X 3 FOOT WIDE TRENCH WITH NOTCH BOARD: AT SOUTH EDGE AND 6" DIA. LEVEL PERF. PIPE 6" ABOVE BOTTOM FILLED WITH 3/4" TO 1-1/2" WASHED :DRAIN ROCK AND LINED WITH GEOTEXTILE:FILTER FABRIC PROPERTY LINE 581 S.F. ROOF LL 0 0 • C/_ cm co 938 S.F. ROOF 144 S.F. PATIO LCONC. SLAB ON GRADE? 35' -0" 1— Z a — 6" - CPEP - PERFORATED PtPE (I EVEt) TRENCH WITH .NOTCH BOARD. CALCULATION TARGET IMPERVIOUS SURFACE TRENCH WITH NOTCH BOARD TRENCH WITH NOTCH BOARD . CL RIGHT OF WAY TYPE .1 CATCH BASIN . WITH SOLID COVER 2444 S.F. X.io FT / 700 S.F. ::.35LF.: EXIST. SIDEWALK EXIST. CURB D.S. D.S. C.O. 5 CV 11 NOTES: 1. ALL WORK TO COMPLY WITH 2009 KING COUNTY SURFACE WATER DESIGN MANUAL, APPENDIX 'C' 2. PERMEABLE PAVERS TO COMPLY WITH SECTION C.2.6.4 3. TRENCH WITH NOTCH BOARD TO COMPLY WITH SECTION C.2.4.4 4. VEGETATED ROOF TO COMPLY WITH SECTION C.2.8 5. OPEN GRID DECKING TO COMPLY WITH SECTION C.2.9 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 19 2009 RECEIVED . JUN 092009 PERMIT CENTER City of Tukwila BUILDING DIVISION VELOCIf2S2E aarchkects 46 I 3104 Western Avenue #102 Seattle WA 98121 } A6IA 1 lTECT GEONGE O aTROW STATE OF WASHINGTON 74110 DATE: PHASE: PROJECT: DRAWN: SCALE: p.T4 u g) Z 4t cf) 4.1 E-4 W z � O rJ) rr E- 0 X11 10 JUNE 2009 PERMIT 0888 GHO 1/8" = 1' -0" STORMWATER & SEWER A -0.1 d 1/A -3.0 NEC 250.50. A concrete encased grounding electrode is required in all new concrete footings. The electrode shall consist of at least 20 feet of or larger reinforcement bar or #4 copper wire, located near the bottom of the building footing. (NOTE: 20 foot rebar shall be one continuous piece tied along side any vicinity footing rebar and shall protrude 8" min. above top of foundation wall near location of power panel.) 0 N • 2' -0" r L 20' -0" B.O. FOOTING EL. EL. -1' -6" T.O. WALL EL. +0' -0" 2" (R -10) PERIMETER INSULATION AT SLAB EDGE COMPLETE LAB EL. +0' -0" @ NORTH INE OF FOOTING BELOW CONTROL JOINT, TYP. SLOPED SLA3 ON GRADE DN o 0 - 0 N J V) 20' -0" T.O. SLAB -0' -3" LAB EL. -0' -6" @ SOUTH CONC. PATIO D.S. ❑_1 D.S 2' -0" 4' -11" T.O. SLAB C.S. -0' -1 1/2" —c • �� o� J CO DN T.O. SLAB -0' -1 1/2 "- T.O. SLAB -0' -1 1/2" T.O.S.A +0'- 0 "--- 0 • CV 1' -0" T.O. SLAB 0' -0" T.O. LAB +0' -0" 5' -0" T.O. SLAB +0' -0" T.O. S _AB -0' -2" DN CONC. RAMP 00 64' -11" 1/4" =1' -0" co Q M f (NO FOOTING DRAIN THIS PROJECT) DIMENSIONS TO FACE OF CONCRETE FOUNDATION PLAN I t 39' -0" 4" (R -20) INSULATION / UNDER SLAB COMPLETE / LEVEL SLAB ON GRADE 7 EL. +0' -0" B.O. FOOTING EL. -2' -0" T.O. WALL EL. +0' -0" LINE OF FOOTING BELOW CONTROL JOINT, TYP. T.O. SLAB +0' -0" T.O. SLAB +0' -0" 35' -0" DN o J r' T.O. SLAB -0' -1 1/2" T.O. SLAB -0' -1 1/2" „� CONC. PATIO 16'-0" PROP. LINE 7' -11 1/2" D.: 2 D.S. X0 9 -098 5'-0 1/2" 1/A -3.0 li REVIEWED FO C CODE COMPLIANCE APP; DVFD AUG 19 2099 City of Tukwila BUILDING DIVIslo i RECEIVED JUN 092009 PERMIT CENTER VELOCIPEDE allithitectz VOW 7450 \ 3104 Western Avenue #102 Seattle WA 98121 AEA MTECT lLinrLt'nsra OGTLaow STf T4= O cdlASHEDIOTON u g) � ci) E-4 W � O� 0 cf) tt.4 1 �1 DATE: 10 JUNE 2009 PHASE: PERMIT PROJECT: 0888 DRAWN: CAA SCALE: 1/4" = l ' -0 " FOUNDATION PLAN A -1.0 ..o-I£ IIIIIEZZEI lill 110 0 CDL BATH 2 o 8' -0" 619 50 ..o-I£ IIIIIEZZEI lill d 11A -3.0 0 CV N --1.. T T T : ; Q lf) 'Cr Cr) 4' -0" 20' -1" WORKBENCH GARAGE DRIVEWAY 04 D.S. D.E. 4' -10" 1'- T ELECTRICAL AND PV METERS AND PV DISCONNECT 4' -10" DN BREEZEWAY 36" GATE HB D.S. 5' -0" 6' -1" DOUBLE STUD WALL AT NORTH SIDE OF STAIR BATH 1 1 * BEDROOM 1 65' -0" z w 0 0 0 1/4" = 1' -0" 12' -11" 0 -U 5' -1" z \ UTI �n 8' -5 - c=n I F.D. LAUNDRY q) ELEC u u u u u COAT HOOK 10' -0" FOYER MAIN FLOOR PLAN ITIE 14' -10" w J w DIMENSIONS TO FACE OF SHEATHING AT EXTERIOR, FACE OF GWB AT INTERIOR CO w w CO UP HB SHELVES 61A -3.1 39' -1" 12' -9" HALL 01 DINING LIVING a N 35' -1" PATIO 12' -2" w if. z I 1 ( 1 1 D.W. 1 3' -O" 0 � .1__�' 1. - L LINE OF WALL CEILING > BREAK ABOVE (DASHED) 11' -7" REF. CO w J w CO BEDROOM 2 11' -0" KITCHEN OFFICE 6' -0" RECESS REF. IN WALL 00 00 SHELVES D.S. ❑ D.S. 4' -5" -FHB bo90 � 0 CV • 1 /A -3.0 b REVIEWED FOR CODE COMPLIANCE APPROVED AUG 19 2409 City of Tukwila BUILDING DIVISION' RECEIVED JUN 092009 PERMIT CENTER VELOCIPEDE 3104 Western Avenue #102 Seattle WA 98121 CHITECT rIZOISTERED 1 G"EICE.SE OSTELOW c S ,"Yk : v E:s3,'"i939t`9GTON ,, °° ;.9 Z 3 W ci) PL1 W f-1 O rJ ) c.) [74. 4t 0 0-4 M u'1 DATE: 10 JUNE 2009 PHASE: PERMIT PROJECT: 0888 DRAWN: CAA SCALE: 1/4" = 1' -0" MAIN FLOOR PLAN A -1.1 © 2009 VELOCIPEDE architects inc. FILES UNDER d 1/A-3.0 w D w a EZ w w a a% 1'- Lc) GUTTER 7 – LINE OF WALL BELOW (DASHED), TYP p N o LO co DN VENTED RIDGE D.S. O D.S. CV D.S. • • HANDRA FACE OF IL Fl @3 N. N • 02 SHELVES aN 0 LO co DN 15' -0" 1/4" =1' -0" DN • w o 77 J co PLANTED ROO 12' -0" L- GUTTER -+HB 10' -0" ROOF DECK DN SLOPE 1/4:12 LOFT FLOOR AND MAIN ROOF PLANS GUTTER LINE OF WALL BELOW (DASHED), TYP w a N co DN 1 VENT IDG PLANTED ROOF N SLOPE 1/4:12 D RIDGE T PHOTOVOLTAIC PANELS, PER SCHEDULES DN aN O CO LO D.S. D.S. w (9 D w a D 1' -6" 0 co. 1' -6 •—. w C9 D w a D 1/A-3.0 b d 1/A-3.0 w C9 D w a D w 0 D w a D LOFT ROOF PLAN 1/4" =1' -0" T 1� DIVERTER FLASHING DRIP EDGE a N o co DN VENTED RIDGE DN J J CNA L L_ DRIP EDGE 1 w C.9 0 w a E2 D ROOF VENT CALCULATIONS SOFFIT VENTS AT LOWER ROOF RIDGE VENTS AT LOWER ROOF ROOF TO WALL VENTS AT LOWER ROOF SOFFIT VENTS AT UPPER ROOF RIDGE VENTS AT UPPER ROOF TOTAL VENT AREA PROVIDED 136 L.F. X 9 SQ. IN. / L.F. = 1224 SQ. IN. 79.5 L.F. X 17 SQ. IN. / L.F. = 1351.5 SQ. IN . 18 L.F. X 8.5 SQ. IN. / L.F. = 153 SQ. IN. 36.5 L.F. X 9 SQ. IN. / L.F. = 328.5 SQ. IN. 18 L.F. X 17 SQ. IN. / L.F. = 306 SQ. IN . 3363 SQ. IN. ROOF AREA = 2262 S.F. / 300 = 7.5 X 144 SQ. IN. = 1086 SQ. IN. VENT AREA REQUIRED 1/A -3.0 b REVIEWED FOR CODE COMPLIANCE APP Ot D AUG 19 2009 City of Tukwila BUILDING DIVISION! RECEIVED JUN 092009 PERMIT CENTER VELOCIPEDE archtipcts Vo0 3104 Western Avenue #102 Seattle WA 98121 DATE: PHASE: PROJECT: DRAWN: SCALE: ElEGLSTMED ARCNITECT .+Tsd1 is OF Y1A MI GTON Gor Z 3 W a � cr) 0, cis) Lt. Ox 0 1 M �1 � 10 JUNE 2009 PERMIT 0888 CAA 1/4" = 1' -0" LOFT FLOOR & ROOF PLANS A -1.2 30' HEIGHT LIMIT T.O. VENTED RIDGE T.O. PLATE T.O. CONC. 30' HEIGHT LIMIT T.O. VENTED RIDGE T.O. PLATE T.O. SUBFLOOR T.O. PLATE T.O. CONC. • r L E L SEE 1 /A -3.0 FOR CLERESTORY WINDOWS r L 1 __J L 1 01 02 BUILDING ELEVATION - SOUTH 1/4" =1' -0" BUILDING ELEVATION - NORTH 1/4" =1' -0" VENTED VENTED RIDGE CAP / / • • / / / RAMP II /O\ PREFINISHED STEEL FLASHING • ............... .............• PHOTOVOLTAIC PANELS /O\ PREFINISHED "COOL" METAL ROOFING DIVERTER FLASHING TO DRIP ONTO LOWER ROOF I L J L FOUNDATION (DASHED), TYP. J EXHAUST FAN VENT • boq,ocie 30' HEIGHT LIMIT T.O. VENTENIDGE T.O. T.O. SUBFLOOR T.O. PLATE T.O. CONC. J EXIST. AND FIN. GRADE, TYP CONC. PATIO � FOUNDATION (DASHED), TYP. 30' HEIGHT LIMIT T.O. VENTENIDGE T.O. CONC. EXIST. AND FIN. GRADE, TYP REVIEWED FOR CODE COMPLIA NCE APP ovFt) AUG 19 CuuJ City of Tukwi a BUILDING D'vIsinNI (RECEIVED JUN 092009 PERMIT CENTER VELOCEPEDE archypcts . - dOP 3104 Western Avenue #102 Seattle WA 98121 A iiITECT Cr4rZIN." OSTROW T47,Tb I.MASiiiIIIGTON Gio° Z 3 4t 1-24 c.) W . O� 0 Cf) - l M �1 � DATE: 10 JUNE 2009 PHASE: PERMIT PROJECT: 0888 DRAWN: CAA SCALE: 1/4" = 1' -0" BUILDING ELEVATIONS NORTH & SOUTH A -2.0 30' HEIGHT LIMIT T.O. VENTED RIDGE T.O. PLATE T.O. SUBFLOOR T.O. PLATE T.O. CONC. 30' HEIGHT LIMIT T.O. VENTED RIDGE T.O. PLATE T.O. CONC. • T.O. SUBFLOOR • T.O. PLATE E / (\ RANGE HOOD VENT !— FOUNDATION (DASHED), TYP. BUILDING ELEVATION - EAST 1/4" =1' -0" 1/4" =1' -0" HOUSE ELEVATION - WEST PREFINISHED STEEL FLASHING VERTICAL CEDAR SIDING, STAINED NC PLYWOOD SOFFIT, STAINED 5/4 X 8 FIBER CEMENT FASCIA, PAINTED GUARDRAIL @ 36" ABOVE FIN. ROOF: WOOD TOP AND BOTTOM RAIL WITH HORIZONTAL CABLES @ 3 1/2" O.C. \ � PREFINISHED FIBERGLASS WINDOW SASH, PROVIDE 1/8" GAP TO SIDING (NO EXTERIOR CASING) STEEL GUTTER, PTD. STEEL DOWNSPOUT, PTD. FIBER CEMENT BOARD SIDING, PTD. 5/4X6 CORNER BOARDS, PTD. r EXIST. AND FIN. GRADE, TYP r EXIST. AND FIN. GRADE, TYP FOUNDATION (DASHED), TYP. 30' HEIGHT LIMIT T.O. VENTED RIDGE T.O. PLATE 30' HEIGHT LIMIT T.O. VENTED RIDGE T.O. PLATE T.O. CONC. T.O. BREEZEWAY 7 EXIST. AND FIN. GRADE, TYP • GARAGE ELEVATION - EAST 1/4" =1' -0" GARAGE ELEVATION - WEST 1/4" =1' -0" FOUNDATION (DASHED), TYP. 9-.019 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 19 2009 City of Tukwila BUILDING DI'!I Inro EXIST. AND FIN. GRADE, TYP FOUNDATION (DASHED), TYP. RECEIVED JUN 092009 PERMIT CENTER VELOCEPEDE e 3104 Western Avenue #102 Seattle WA 98121 c; or E OSTROW STATE OF IMASHHIGTON 740 DATE: PHASE: PROJECT: DRAWN: SCALE: r SB3Ti3 eE-D UCHITECT 10 JUNE 2009 PERMIT 0888 CAA 1/4" = 1' -0" BUILDING ELEVATIONS EAST & WEST A -2.1 CV C T.O. SUBFLOOR EL. +9' -10" T.O. PLATE EL. +9' -0" 0 0 1 CV • • • • 30' HEIGHT LIMIT T.O. VENTED RIDGE EL. +21' -4112" T.O. SLAB EL. 0' -0" B.O. FOOTING EL. - 2' -0 "L. -2' -0" ROOF CONSTRUCTION - ROOF DECK GAPPED COMPOSITE WOOD DECKING OVER 1X SLEEPERS LAID LOOSE OVER 60 MIL. TPO LOW SLOPE ROOF MEMBRANE (WHITE FACE UP) OVER TAPERED RIGID INSULATION OVER 3/4" PLYWOOD SHEATHING OVER 2X10 WOOD RAFTERS @ 12" O.C. WI • ► - ULOSE INSULATION WITH 6 MIL POLYETHELYNE VAPOR RETARDER ■\ \I wS.1 =1 eEa _ate.. \Ca e� hI et . „:•1;p STEP UP ONTO ROOF DECK ti AT DOOR THRESHOLD DINING / KITCHEN LAUNDRY BATH 1 —� — -:: n:..... a::•.:: r.:: r.: ::•.: «:e :....m:.:::::r_...LAB t • I � KtFa ° :.e EEE :. E�� :.i •• ::r y � E ?E =• .:...�...... .....� .. ...�............�......��...... .���. �� i ! i ► i! i! i ! i ! i ! ► i ! i ! i ! i ! i ! ! i ! i ! i ! i ! i! ! i ! i ! i ! i ! i ! i ! i ! i ! i ! i! ► ! i ! i ! i ! i ! i ! i! i ! i ! i ! i ! ► ! i ! i ! i! i ! i ! ► ! i ! i! i ! i ! i i ! i! i! i ! i ! i ! ► ! i ! i ! i ! i ! i! y ! i ! i i! i ! i' 1 �!� . - . . - . item ::ut itG? E?Ei?E uIset tis :::tettt::s «:Ff:::tn:« tut ::st tam: ::: «:tee «:::::«i:e:::tsE::im: « ? ? ?E i « «e s:«u: ::Eee : u:•••••a ?iEEiiiiaEE�e::u.._'.«: iE? �: e......_. t Eei« s: :{i: «::: «:E:E::.::_ee«...._ «e ROOF DECK BREEZEWAY GARAGE ROOF CONSTRUCTION - PLANTED ROOF 1'X2' MODULAR PLANT PANS OVER 60 MIL. TPO LOW SLOPE ROOF MEMBRANE (WHITE FACE UP) OVER TAPERED RIGID INSULATION OVER 3/4" PLYWOOD SHEATHING OVER 2X10 WOOD RAFTERS @ 12" O.C. WITH R -30 BLOWN -IN CELLULOSE INSULATION AND 1/2" GYPSUM BOARD CEILING (NO VAPOR RETARDER) M M • 0 0 a) • 30' HEIGHT LIMIT T.O. VENTED RIDGE EL. +15'-7 1/4" T.O. SUBFLOOR EL. +9' -10" T.O. PLATE EL. +9' -0" T.O. SLAB - EL. 0' -0" 0 "' B.O. FOOTING EL. -2' -0" BUILDING SECTION 1/4" =1' -0" BUILDING SECTION 1/4" =1' -0" ROOF DECK 1/2" NC PLYWOOD SOFFIT WITH STRIP VENTS FOR ROOF VENTILATION INTERIOR WALL CONSTRUCTION 1/2" GYPSUM BOARD OVER 2X4 STUDS @ 24" O.C. OVER 1/2" GYPSUM BOARD REVIEWED FOR CODE COMPLIANCE APPROVED AUG 19 2009 City of Tukwila BUILDING Dlvl l( ' D "G ,«.«. «:As.r.a..« k..l VAULTED ROOF CONSTRUCTION 24 GA. PREFINISHED STEEL ROOFING OVER ROSIN PAPER SLIP SHEET OVER 30# ROOFING FELT OVER 5/8" PLYWOOD SHEATHING OVER 11 7/8" TJI RAFTERS @ 24" O.C. WITH R -38 BLOWN -IN CELLULOSE INSULATION T.O. PLATE EL. +9'-6" T.O. CONC. A L EL. +9' -6" o B.O. FOOTING AL EL. -2'-0" D T.O. VENTEIDGE EL. 15' -0 3/4" ,.,.....Atrttri:t$11 • Eolr 111! Rd NU ., • • • . • . , • �' � • • • HALL DINING LIVING • IA fi r ; �., • 1 • • • R ;i: 1 is BATH 2 :: It.......f.......: 5... ... .. ?:E ? ii:t 4: EEFt ._ ??E ?Ei " ": ?i ?:::: «E Ei: E•: t::::::::«:tEL :EiE......iiE ?Ef °� "����It PROVIDE CARDBOARD BAFFLES TO MAINTAIN VENT SPACE CONTINUOUS FROM EAVE TO RIDGE ITH 6 MIL POLYETHELYNE VAPOR RETARDE NOTCH PERIMETER BLOCKING TO VENT EXTERIOR WALL CONSTRUCTION SCHEDULED SIDING AND TRIM OVER RAINSCREEN SHIM OVER BUILDING WRAP OVER 1/2" PLYWOOD SHEATHING OVER TWO ROWS 2X4 STUDS @ 24" O.C. WITH 2" GAP AND R -30 BLOWN IN CELLULOSE INSULATION AND 1/2" GYPSUM BOARD FINISH (NO VAPOR RETARDER) PATIO CONSTRUCTION 4" CONCRETE SLAB ON GRADE WITH 6X6 10/10 WELDED WIRE FABRIC OVER 4" LAYER OF 5/8 "COMPACTED GLASS CULLET (NO INSULATION) caRR•Ec1ioN LTR# . 4 ]J69%. 048 RECEIVED AUG 13 2009 PERMIT CENTER VELOMPEDE arckqects *V- 3104 Western Avenue #102 Seattle WA 98121 GEORGE osn oW STATE OF WASHINGTON 74433 EtECNZ T :C LO IOE MEV( pr4 4g wsgl 4t4 c.) rY) E; 4.1 H 0-4 O� 0 11 AUGUST 2009 30 JULY 2009 25 JUNE 2009 DATE: 10 JUNE 2009 PHASE: PERMIT PROJECT: 0888 DRAWN: CAA SCALE: 1/4" = 1' -0" BUILDING SECTIONS A -3.0 0 0 CV Co ti M 0 0) • • • • CV • i II OR 0.. .:. e• Xi BEDROOM 1 STAIR LAUNDRY FOYER is si i E' e ier ... tte:..t.stE ee • « .t ire i ..0 1:e.a«sieF.nlu:taia, . u^' "' e — le au ue 'LIEe :: :: « :: «:e ttke .It l:: tit ::«.....tte:::l PROVIDE CARDBOARD BAFFLES TO MAINTAIN VENT SPACE CONTINUOUS FROM EAVE TO RIDGE WITH 6 MIL POLYETHELYNE VAPOR RETARDE 30' HEIGHT LIMIT T.O. VENTED RIDGE • EL. +21'- 41/2" o T.O. PLATE IV EL. +18' -0 5/8" T.O. SUBFLOOR EL. +10' -0 5/8" T.O. PLATE EL. +9' -0" T.O. SLAB 1 EL. 0 -0 " B.O. FOOTING I V EL. -2' -0" 0) • J w w w T 30' HEIGHT LIMIT T.O. VENTED RIDGE I V EL. 15' -0 3/4" T.O. PLATE EL. +9' -6" T.O. CONC. I V EL. +0' -0" BUILDING SECTION 1/4" =1' -0" 05 BUILDING SECTION 1/4" =1' -0" • GARAGE LOFT ROOF CONSTRUCTION 24 GA. PREFINISHED STEEL ROOFING OVER ROSIN PAPER SLIP SHEET OVER 30# ROOFING FELT OVER 5/8" PLYWOOD SHEATHING OVER 11 7/8" TJI RAFTERS @ 24" O.C. WITH R -38 BLOWN -IN CELLULOSE INSULATION D /2 "G 'S :0'D E IN LOWER ROOF CONSTRUCTION 24 GA. PREFINISHED STEEL ROOFING OVER ROSIN PAPER SLIP SHEET OVER 30# ROOFING FELT OVER 518" PLYWOOD SHEATHING OVER 2X WOOD TRUSSES @ 24" O.C. WITH R -38 BLOWN -IN CELLULOSE INSULATION AND 1/2" GYPSUM BOARD CEILING (NO VAPOR RETARDER) 2X4 RAFTER TAILS WITH 2X FURRING = 5" MIN. SOFFIT 1/2" NC PLYWOOD SOFFIT WITH STRIP VENTS FOR ROOF VENTILATION MAIN FLOOR CONSTRUCTION WATER BASED PENETRATING SEALER OVER 4" CONCRETE SLAB ON GRADE WITH RADIANT HEAT TUBING AND 6X6 10/10 WELDED WIRE FABRIC OVER 10 MIL POLYETHYLENE VAPOR RETARDER OVER 4" R -20 INSULATION COMPLETE OVER 4" LAYER OF 5/8" COMPACTED GLASS CULLET GARAGE ROOF CONSTRUCTION 24 GA. PREFINISHED STEEL ROOFING OVER ROSIN PAPER SLIP SHEET OVER 30# ROOFING FELT OVER 5/8" PLYWOOD SHEATHING OVER 2X WOOD TRUSSES @ 24" O.C. (NO CEILING) NOTCH PERIMETER BLOCKING TO VENT 2X4 RAFTER TAILS WITH 2X FURRING = 5" MIN. SOFFIT 1/2" NC PLYWOOD SOFFIT WITH STRIP VENTS FOR ROOF VENTILATION GARAGE WALL CONSTRUCTION SIDING AND TRIM PER ELEVATIONS OVER RAIN SCREEN SHIM OVER BUILDING WRAP OVER 1/2" PLYWOOD SHEATHING OVER 2X4 WOOD STUDS @ 24" 0.0. (NO INTERIOR FINISH) EXISTING AND FINISHED GRADE GARAGE SLAB CONSTRUCTION WATER BASED PENETRATING SEALER OVER SLOPED 4" CONCRETE SLAB ON GRADE WITH 6X6 10/10 WELDED WIRE FABRIC OVER 10 MIL POLYETHYLENE VAPOR RETARDER OVER 2" R -10 PERIMETER INSULATION OVER 4" LAYER OF 5/8" COMPACTED GLASS CULLET • 0 o) DINING op 30' HEIGHT LIMIT T.O. VENTED RIDGE EL. +21'-4 1/2" T.O. PLATE EL. +18' -0 5/8" T.O. SUBFLOOR EL. +10' -0 5/8" T.O. PLATE c, EL. +9' -0" T.O. SLAB EL. 0' -0" B.O. FOOTING EL. - 2 -2' -0" 7 7 BEDROOM 1 .. I 1 • It '- '1,A 1 ift ;,_ :. gl sni 1 '0 s.. Ihi ;. 0:r S.. 1:11 a ell _ iiii....: iiiii9«:: iii iii :«:a:::iie:e«uu:le:h::aaeten.1 lib ..:u:i?ithel itii fie: ue::::::? ??i?iseiiE ?iiiie :i95Eui::uuuiEia::x BATH 1 tl IP . /,t 11 ' . l /,. .' s ebz 1 ' . s' 0 . 1 PROVIDE CARDBOARD BAFFLES TO MAINTAIN VENT SPACE CONTINUOUS FROM EAVE TO RIDGE 1/2" =1' -0" WOOD HANDRAIL VJ STAIR SECTION J w w w 04 GWB, PAINTyD, TYP STORAGE LOFT 2X4 TRIM BEYOND STRINGER (DASHED) STAIR STRINGER BEYOND 1/4" =1' -0" BEAM TO CAPTURE STAIR STRINGERS SEPARATE STRINGER AT UNDERSIDE OF FIRST TWO RISERS BUILDING SECTION 2X WOOD CAP, STAINED 7 1/2" GWB AT UNDERSIDE OF STAIR IN BATH BATH 1 1/2" GWB AT UNDERSIDE OF STAIR, TYPICAL FIN. FLR. 3' -0" 0 M 1/2" 1 1/2" 1/2" 1 1/2" bOct Oct 9 FOUNDATION WALL CONSTRUCTION 6" POURED CONCRETE STEM WALL WITH INTEGRAL CONCRETE FOOTING WITH REINFORCEMENT PER STRUCTURAL azroziD..52450259.GBi9'. 68595 527.4 405zseiD.602452rArdra D.G szffo�. r.6z, 2rArd 1 FF CO STAIR DETAIL 1 1/2" =1' -0" FF STAIR DETAIL 1 1/2" =1' -0" WOOD TREAD, STAINED FLUSH NOSING WOOD RISER, STAINED STAIR DETAIL \ 09 1 1/2" =1' -0" LOFT FLOOR CONSTRUCTION SCHEDULED FLOORING OVER 3/4" PLYWOOD SHEATHING OVER 11 7/8" TJI @ 24" 0.C. WITH RADIANT HEAT TUBING ON UNDERSIDE WITH THERMOPLY REFLECTIVE PANELS BENEATH WITH 1/2" GYPSUM BOARD CEILING (NO INSULATION) PLANTED ROOF CONSTRUCTION 1'X2' MODULAR PLANT PANS OVER 60 MIL. TPO LOW SLOPE ROOF MEMBRANE (WHITE FACE UP) OVER 5/8" PLYWOOD SHEATHING OVER 2X WOOD TRUSSES @ 24" 0.C. AND 1/2" A/C PLYWOOD CEILING (NO VAPOR RETARDER) 2' -9" 3' -0 ", VERIFY 1 li !ozrAr59. 6859.6 azzo iD. 6' azo rdwzosiD.6Bizzei.6Bi9Sdueszommo 9.6Bi955 0 9 — g P 0 ` 6 10" ti i� l � I 1 41 � 1/2" NC PLYWOOD SOFFIT WITH STRIP VENTS FOR ROOF VENTILATION BREEZEWAY FLOOR CONSTRUCTION 4" CONCRETE SLAB ON GRADE WITH 6X6 10/10 WELDED WIRE FABRIC OVER 4" LAYER OF 5/8" COMPACTED GLASS CULLET (NO INSULATION) STRINGER BEYOND WOOD TREAD BEYOND WOOD TREAD, STAINED WOOD RISER BEYOND, STAINED GWB 2X STRINGER, SET IN FROM WALL FACE 2X4 WOOD TRIM, TOP FACE STAINED ` 1 1/2" WOOD TREAD BEYOND WOOD TREAD, STAINED WOOD RISER BEYOND, STAINED �— FACE OF FIN. GWB BEYOND ..— 2X4 TRIM BEYOND, STAINED 2X STRINGER 1X WOOD SKIRT, STAINED FIN. FLR. REVIEWED FOR CODE COMPLIANCE APP'';' VED AUG 19 2009 City of Tukwila BUILDING DIVISION ,PERMIT CENT& VELOCIPEDE 3104 Western Avenue #102 Seattle WA 98121 GEORGO OS a ROW STATE OF WASHINGTON 7450 DATE: 1 1C/113TEC IT 11 AUGUST 2009 30 JULY 2009 25 JUNE 2009 10 JUNE 2009 PHASE: PERMIT PROJECT: 0888 DRAWN: CAA SCALE: 1/4" = 1' -0" BUILDING & �CEIuE[� STAIR SECTIONS, AUG 13 STAIR DETAILS A -3.1 1ST FLOOR FOYER CLOSET ROD AND SHELF VENEER PLYWOOD - -- - - DOUBLE BOWL OFFICE FULL HEIGHT SHELVES VENEER PLYWOOD - -- - - - DESKTOP SOLID SURFACE RECYCLED CONTENT - -- - - - LATERAL FILE CABINETS --- - -- - PROVIDED BY OWNER UTILITY SINK VERTICAL FILE CABINETS - -- - -- - PROVIDED BY OWNER - KITCHEN LOWERS VENEER PLYWOOD - -- - - - UPPERS VENEER PLYWOOD - -- - - - COUNTERTOP SOLID SURFACE RECYCLED CONTENT - -- - - TOILET BACKSPLASH RECYCLED GLASS TILE - -- - - DUAL FLUSH LAUNDRY UPPERS VENEER PLYWOOD - -- - - - -- COUNTERTOP SOLID SURFACE RECYCLED CONTENT - -- - - - BACKSPLASH SOLID SURFACE RECYCLED CONTENT - -- - - .. FULL HEIGHT SHELVES VENEER PLYWOOD --- - - - -- LAUNDRY CLOSET ROD AND SHELF VENEER PLYWOOD - -- - - --- BEDROOM 1 CLOSET ROD AND SHELF VENEER PLYWOOD - -- - - --- BEDROOM 2 CLOSET ROD AND SHELF VENEER PLYWOOD - -- - - - BATH 1 VANITY CABINET VENEER PLYWOOD - -- - - - COUNTERTOP SOLID SURFACE RECYCLED CONTENT - -- - - LAV. FAUCET BACKSPLASH SOLID SURFACE RECYCLED CONTENT - -- - - -- WATER SENSE OPEN LINEN SHELVES VENEER PLYWOOD - -- - - -- - BATH 2 VANITY CABINET VENEER PLYWOOD - -- - - - COUNTERTOP SOLID SURFACE RECYCLED CONTENT - -- - - 1.5 BACKSPLASH SOLID SURFACE RECYCLED CONTENT - -- - -- - -- - -- STAIR STAIR RAILING SOLID HEMLOCK, STAINED --- - ___ LOFT LOFT BOOKSHELVES VENEER PLYWOOD - -- - ___ LOCATE PER FLOOR PLANS GARAGE GARAGE WORKBENCH PLYWOOD - -- - ___ KITCHEN SINK - - - - - DOUBLE BOWL CONCRETE FAUCET - - - - - - HORIZONTAL BOARD DISPOSAL - - - - - 1 HORSEPOWER LATCHSET LAUNDRY UTILITY SINK - - - - - - - UTILITY SINK FAUCET - - - - - - - FLOOR DRAIN - - - - - - GUTTER BATH 1 TOILET 1.6 / 0.9 - - -- - -- - -- DUAL FLUSH STANDING SEAM LAVATORY - - - - - -- DROP -IN 2ND FLOOR LAV. FAUCET 0.8 - - - - -- WATER SENSE CEDAR, STAINED SHOWERHEAD 1.5 - - - - -- WATER SENSE - -- SHOWER CONTROLS - - - - --- --- © SHOWER PAN - - - - --- --- CLEAR, DOUBLE PANE, ARGON BATH 2 TOILET 1.6 / 0.9 - - - - -- DUAL FLUSH FIXED LAVATORY - - - - - -. DROP -IN - LAV. FAUCET 0.8 - - - - -- WATER SENSE 2' -0" BATHTUB - - - - --- --- - TUB SPOUT - - - - --- --- 4.0 SHOWERHEAD 1.5 - - - - -- WATER SENSE - -- SHOWER/TUB CONTROLS - - - - --- --- EXTERIOR HOSE BIBBS (4) - - - -- - - -- LOCATE PER FLOOR PLANS 1ST FLOOR BREEZEWAY FLOOR CONCRETE - - -- - LATCHSET PATIO CONCRETE - - -- - 4' -6" SIDING, TYPICAL FIBER CEMENT, PAINTED - HORIZONTAL BOARD 8" EXPOSURE 0 SIDING, ACCENT CEDAR, STAINED - VERTICAL BOARD 5 1/2" EXPOSURE LATCHSET TRIM FIBER CEMENT, PAINTED - - -- - 4' -0" FASCIA FIBER CEMENT, PAINTED - - -- - q0 SOFFIT A/C PLYWOOD, STAINED - - -- - FLUSH CUP PULLS DOWNSPOUT 26 GA. STEEL, PRIMED - RECTANGULAR - 3' -0" GUTTER 26 GA. STEEL, PRIMED - RECTANGULAR - CD ROOFING 24 GA. STEEL, PREFINISHED - STANDING SEAM SOLAR "COOL ", WITH MATCHING FLASHING PULLS, MAGNETIC CATCHES PLANTED ROOF 1X2 MODULAR PANS - - -- GREEN FEATHERS LIVING ROOF SYSTEMS (503) 747 -9382 2ND FLOOR ROOF DECK COMPOSITE DECKING - - -- - 009 SIDING CEDAR, STAINED - VERTICAL BOARD 5 1/2" EXPOSURE LATCHSET TRIM CEDAR, STAINED - - -- - 5' -0" FASCIA FIBER CEMENT, PAINTED - - -- - © SOFFIT A/C PLYWOOD, STAINED - - -- - PRIVACY LOCK 0 FOYER FLUSH SOLID CORE 2' -6" 7' -0" HEMLOCK, STAINED LATCHSET - LIVING C FOYER CASED OPENING 4' -6" 7' -0" HEMLOCK, STAINED - - HEMLOCK PROFILE: 0 LAUNDRY FLUSH SOLID CORE 2' -6" 7' -0" HEMLOCK, STAINED LATCHSET - NEW GWB, PAINT COLOR: 004 LAUNDRY FLUSH SOLID CORE, PAIR 4' -0" 7' -0" HEMLOCK, STAINED PULLS, MAGNETIC CATCHES - 9.0 q0 DINING FLUSH SOLID CORE, PAIR 6' -0" 7' -0" HEMLOCK, STAINED FLUSH CUP PULLS POCKET DOOR COLORED CONCRETE SPEC: 006 BEDROOM 2 FLUSH SOLID CORE 3' -0" 7' -0" HEMLOCK, STAINED LATCHSET - NEW GWB, PAINT COLOR: CD BEDROOM 2 CLOSET FLUSH SOLID CORE, PAIR 5' -0" 7' -0" HEMLOCK, STAINED PULLS, MAGNETIC CATCHES - (2) MULLED CASEMENT 008 BATH 2 FLUSH SOLID CORE 3' -0" 7' -0" HEMLOCK, STAINED PRIVACY LOCK - BEDROOM 2 009 BEDROOM 1 FLUSH SOLID CORE 3' -0" 7' -0" HEMLOCK, STAINED LATCHSET - TILE SPEC: ((ill)) BEDROOM 1 CLOSET FLUSH SOLID CORE, PAIR 5' -0" 7' -0" HEMLOCK, STAINED PULLS, MAGNETIC CATCHES - NEW GWB, PAINT COLOR: © BATH 1 FLUSH SOLID CORE 2' -6" 7' -0" HEMLOCK, STAINED PRIVACY LOCK - CLEAR, DOUBLE PANE, ARGON 012 BATH 1 LINEN CLOSET FLUSH SOLID CORE 2' -6" 7' -0" HEMLOCK, STAINED LATCHSET - FIXED 013 LAUNDRY FLUSH SOLID CORE 2' -0" 3' -0" HEMLOCK, STAINED PULLS, MAGNETIC CATCHES - 0.57 , MAIN FOYER COLORED CONCRETE SPEC: HEMLOCK PROFILE: NEW GWB, PAINT COLOR: NEW GWB, PAINT COLOR: ___ FIBERGLASS LIVING COLORED CONCRETE SPEC: HEMLOCK PROFILE: NEW GWB, PAINT COLOR: NEW GWB, PAINT COLOR: VAULTED CEILING FOYER OFFICE COLORED CON CONCRETE SPEC: HEMLOCK PROFILE: NEW GWB, PAINT COLOR: NEW GWB, PAINT COLOR: VAULTED CEILING - -- DINING COLORED CONCRETE SPEC: HEMLOCK PROFILE: NEW GWB, PAINT COLOR: NEW GWB, PAINT COLOR: ___ - -- KITCHEN COLORED CONCRETE SPEC: HEMLOCK PROFILE: NEW GWB, PAINT COLOR: NEW GWB, PAINT COLOR: ___ 9.0 LAUNDRY COLORED CONCRETE SPEC: HEMLOCK PROFILE: NEW GWB, PAINT COLOR: NEW GWB, PAINT COLOR: ,_ - HALL COLORED CONCRETE SPEC: HEMLOCK PROFILE: NEW GWB, PAINT COLOR: NEW GWB, PAINT COLOR: ___ - -- BEDROOM 1 COLORED CONCRETE SPEC: HEMLOCK PROFILE: NEW GWB, PAINT COLOR: NEW GWB, PAINT COLOR: ___ 0.57 BATH 1 COLORED CONCRETE SPEC: TILE SPEC: NEW GWB, PAINT COLOR: NEW GWB, PAINT COLOR: (2) MULLED CASEMENT 4' -0" BATH 1 SHOWER - -- ___ TILE SPEC: NEW GWB, PAINT COLOR: 0.17 0.37 BEDROOM 2 COLORED CONCRETE SPEC: HEMLOCK PROFILE: NEW GWB, PAINT COLOR: NEW GWB, PAINT COLOR: ___ AWNING BATH 2 COLORED CONCRETE SPEC: TILE SPEC: NEW GWB, PAINT COLOR: NEW GWB, PAINT COLOR: ___ 0.17 BATH 2 TUB SURROUND - -- __ TILE SPEC: NEW GWB, PAINT COLOR: © 2 STAIR 1X OAK TREADS AND RISERS, STAINED _� NEW GWB, PAINT COLOR: NEW GWB, PAINT COLOR: ___ CLEAR, DOUBLE PANE, ARGON LOFT LOFT ENGINEERED OAK FLOORING, PREFINISHED SPEC: HEMLOCK PROFILE: NEW GWB, PAINT COLOR: NEW GWB, PAINT COLOR: VAULTED CEILING 4 AO 1 (3) MULLED CASEMENT & PICTURE 11' -0" 4' -0" 44.0 44.0 FIBERGLASS CLEAR, DOUBLE PANE, ARGON 0.17 0.37 0.57 - - -- FOYER KI - NOT USED - -- - -- - -- - -- FIBERGLASS CLEAR, DOUBLE PANE, ARGON 0.17 0.37 0.57 - - -- - © 3 AWNING 3' -0" 3' -0" 9.0 27.0 FIBERGLASS CLEAR, DOUBLE PANE, ARGON 0.17 0.37 0.57 - - -- 16' -0" O --- NOT USED - -- - -- - -- - -- FIBERGLASS CLEAR, DOUBLE PANE, ARGON 0.17 0.37 0.57 - - -- 19.8 OE 1 (2) MULLED CASEMENT 4' -0" 4' -0" 16.0 16.0 FIBERGLASS CLEAR, DOUBLE PANE, ARGON 0.17 0.37 0.57 EGRESS - -- FIBERGLASS OF 4 AWNING 4' -0" 2' -0" 8.0 32.0 FIBERGLASS CLEAR, DOUBLE PANE, ARGON 0.17 0.37 0.57 - - -- © 2 AWNING 2' -0" 2' -0" 4.0 8.0 FIBERGLASS CLEAR, DOUBLE PANE, ARGON 0.17 0.37 0.57 - - -- OH 4 FIXED 4' -0" 2' -O" 8.0 32.0 FIBERGLASS CLEAR, DOUBLE PANE, ARGON 0.17 0.37 0.57 TEMPERED LIVING ROOM CLERESTORY K 1 (3) MULLED AWNING & PICTURE 11' -0" 2' -0" 22.0 22.0 FIBERGLASS CLEAR, DOUBLE PANE, ARGON 0.17 0.37 0.57 - - -- OK 1 AWNING 2' -0" 2' -0" 4.0 4.0 FIBERGLASS OBSCURE, DOUBLE PANE, ARGON 0.17 0.37 0.57 - - -- 01 LIVING SLIDER - - 12' -0" 6' -8" 80.0 0.21 FIBERGLASS PULLS, SECURITY LOCK T -VIS 0.64, SHGC 0.49 02 FOYER FULL LITE, CLAD - - 3' -0" 7' -0" 21.0 0.40 FIBERGLASS LATCHSET, DEADBOLT - -- 03 GARAGE FLUSH, CLAD - - 3' -0" 7' -0" - -- 0.15 FIBERGLASS LATCHSET, DEADBOLT - -- 04 GARAGE OVERHEAD HOIST - - 16' -0" 8' -0" - -- - -- FIBERGLASS SECURITY LOCK MOTORIZED HOIST (0i) LOFT FULL LITE, CLAD - - 3' -0" 6' -8" 19.8 0.40 FIBERGLASS LATCHSET, DEADBOLT - -- 06 BEDROOM 1 SLIDER - - 6' -0" T -0" 42.0 0.40 FIBERGLASS PULLS, SECURITY LOCK - -- WINDOW SCHEDULE TAG QTY. TYPE GLAZED AREA, SUBTOTAL 185.0 NOTE: 1. VERIFY WINDOW SIZES WITH NEW OPENING SIZES PRIOR TO ORDERING. 2. GLASS INDICATED AS "TEMPERED" TO BE FULLY TEMPERED PER CPSC 16 CFR 1201, CATEGORY 1. 3. SEE BUILDING ELEVATIONS AND SECTIONS FOR LOCATIONS AND HEAD HEIGHTS OF EXTERIOR WINDOWS. 4. WINDOWS INDICATED AS 'EGRESS' TO HAVE MIN. 5.7 SQ. FT. OF OPENING, MIN. 20 INCHES WIDE, MIN. 24 INCHES HIGH, WITH FIN. SILL MAX. 44 INCHES ABOVE FIN. FLR. 5. INCREASE WINDOW ROUGH OPENING HEIGHT BY 3/4" (INSTALL ROUGH SILL 3/4" LOWER) TO ALLOW INSTALLATION OF SILL SAVER FLASHING PAN. 6. WINDOW HEAD HEIGHTS ARE NOMINAL ABOVE ADJACENT FINISHED FLOOR. VERIFY ROUGH HEAD HEIGHT. 7. SIZES ARE NOMINAL. CONFIRM WITH WINDOW MANUFACTURER PRIOR TO PLACING ORDER. 8. WINDOW BASIS OF DESIGN: THERMOTEC 211 (888) 930 -9445, (BID ALTERNATE MILGARD ULTRA) EXTERIOR DOOR SCHEDULE TAG ROOM INTERIOR DOOR SCHEDULE TAG ROOM ROOM TYPE PLUMBING SCHEDULE FIXTURE TYPE UNIT UNIT AREA TOTAL WIDTH HEIGHT PER UNIT AREA SASH MANUFACTURER MODEL NOTE: 1. VERIFY DOOR SIZES WITH NEW OPENING SIZES PRIOR TO ORDERING 2. ALL GLASS IN DOORS TO BE FULLY TEMPERED PER CPSC 16 CFR 1201, CATEGORY I 3. SEE FLOOR PLANS FOR LOCATIONS OF EXTERIOR DOORS NOTE: 1. VERIFY DOOR SIZES WITH NEW OPENING SIZES PRIOR TO ORDERING 2. SEE FLOOR PLANS FOR LOCATIONS OF INTERIOR DOORS GPM NOTE: 1. PROVIDE PLUMBING CONNECTION FOR ALL NEW FIXTURES WIDTH HEIGHT FINISH MANUFACTURER GLASS GLAZED WIDTH HEIGHT AREA U VAL. MATERIAL GLAZED AREA, TOTAL 351.8 MODEL COLOR HARDWARE U -VAL. HARDWARE DISTRIBUTOR SHGC T -VIS SAFETY REMARKS REMARKS REMARKS REMARKS REV. REV. REV. REV. EXTERIOR MATERIALS SCHEDULE LEVEL ROOM LEVEL ITEM NOTE: 1. SEE BUILDING ELEVATIONS AND SECTIONS FOR ADDITIONAL REQUIREMENTS ROOM FINISH SCHEDULE ROOM FLOOR MATERIAL NOTE: 1. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. CASEWORK SCHEDULE ITEM MATERIAL COLOR BASE / TRIM PATTERN WALLS STAIN / COLOR REMARKS FINISH CEILING boo9 REMARKS REMARKS REV. REV. REV. RECEIVED . JUN 092009 PERMIT CENTER VELOCEPEDE architects 3104 Westem Avenue #102 Seattle WA 98121 E fTC 1 TECT REVIEWED FOR ODE COMPLIANCE 7450 AUG 19 2009 GC `?c; OSTROW STATE 07. WASHINGTON City of Tukwila BUILDING DIVISION u g) Z 3 4t cf) 4.1 W Z O ; ) 4t 0.4 0 M u'1 DATE: 19 MARCH 2009 PHASE: SCHEMATIC PROJECT: 0888 DRAWN: CAA SCALE: NTS SCHEDULES A -4.0 1 FL1 FLUORESCENT STRIP LIGHT - - - -- - -- - -- - -- - SUPPLY GRILLE - - -- G1 GARAGE DOOR OPENER - - --- - -- - -- - -- — - -- - -- 6 L1 LANDSCAPE LIGHT - ROOF DECK - - - -- - -- - -- - -- - ELECTRIC 0 P1 PENDANT - DINING - - -__ ___ ___ ___ - - 0 P2 PENDANT - KITCHEN - - - -- _ -- - -- - - --- 0 P3 PENDANT - LOFT - - - -- - _-- ___ — - 6 SC1 WALL SCONCE - BATH 1 - - - -- -_ --- - — - b SC2 WALL SCONCE - BATH 2 - - - -- __- --- -_- — - -- b SC3 WALL SCONCE - STAIR - - - -- --- --- --- — 6 SC4 WALL SCONCE - LIVING - - --- _- --- --- - - - SC5 WALL SCONCE - OFFICE - - - -- --- --- --- — YES 6 SCX WALL SCONCE - EXTERIOR - - - -- - -- - -- --- - 0 SM1 . SURFACE MOUNTED - FOYER - - - -- - -- CONNECT TO HRV BATH 1 EXHAUST GRILLE 0 SM2 SURFACE MOUNTED - KITCHEN - - - -- - -- - -- --- - -- - 0 SM3 SURFACE MOUNTED - LAUNDRY - - - -- - -- - -- - - - -- - -- SM4 SURFACE MOUNTED - HALL - - - -- - -- - - -- - -- 16 PANELS (3 KILOWATT ARRAY) 0 SM5 SURFACE MOUNTED - BEDROOM 1 - - --- __- ___ - -_ 0 SM6 SURFACE MOUNTED - BEDROOM 2 - - --- --- -_ --- - 0 SM7 SURFACE MOUNTED - BATH 1 - - - -- ___ __ __- 0 SM8 SURFACE MOUNTED - BATH 2 - - --- --- 0 SMX SURFACE MOUNTED - EXTERIOR - - - -- __- -_ ___ CD SDI SMOKE DETECTOR - - - -- - -- --- - -- WALL MOUNT 0 SD2 SMOKE DETECTOR - - - -- - -- --- - -- CEILING MOUNT UC UNDERCABINET LIGHT - KITCHEN - - --- --- -- --- - EXTERIOR FLOOD LIGHT WITH MOTION SENSOR - - '° '-- "' "' - GARAGE EXHAUST FAN - - -- - -- - -- YES 80 CFM, 0.4 SONES, HVI CERTIFIED, CO SENSOR TP HOLDER LIVING SUPPLY GRILLE - - -- - -- - -- - -- CONNECT TO HRV - OFFICE SUPPLY GRILLE - - -- - -- - -- - -- CONNECT TO HRV - LAUNDRY BOILER - - -- - -- - -- - -- ELECTRIC DEDICATED 20 AMP CIRCUIT TO OUTLET HEAT RECOVERY VENTILATOR - - -- - -- - -- - -- 95 CFM, 80% EFFICIENT SHOWER CURTAIN & ROD TANKLESS WATER HEATER - - -- - -- - -- - -- ELECTRIC TOWEL RING PHOTOVOLTAIC INVERTER - -- - - --- --- --- - WATER STORAGE TANK - -- - - - -- - -- NO HEAT ELEMENT, 50 GALLONS - WASHER - -- - - - -- YES 2 C.F., MEF 2.3, WF 3.4 - DRYER - -- - - - -- - -- ELECTRIC - EXHAUST GRILLE - -- - - - -- - -- CONNECT TO HRV - KITCHEN RANGE - -- - - - -- - -- ELECTRIC EXHAUST HOOD - -- - - - -- - -- 100 TO 430 CFM, 0.4 TO 4.5 SONES, HVI CERTIFIED REFRIGERATOR/FREEZER --- - - - -- YES - -- DISHWASHER - -- - - - -- YES BEDROOM 1 SUPPLY GRILLE - -- - - - -- - -- CONNECT TO HRV BEDROOM 2 SUPPLY GRILLE - -- - - - -- - -- CONNECT TO HRV BATH 1 EXHAUST GRILLE - -- - - - -- - -- CONNECT TO HRV BATH 2 EXHAUST GRILLE - -- - - - -- - -- CONNECT TO HRV LOFT SUPPLY GRILLE - -- - - - -- - -- CONNECT TO HRV ROOF PHOTOVOLTAIC PANELS - -- - - - -- - -- 16 PANELS (3 KILOWATT ARRAY) BATH 1 TOWEL RING - - - - - DUPLEX WALL OUTLET, SWITCHED TP HOLDER - - - - - . SP MIRROR - - - - - PHONE WALL OUTLET TOWEL BAR - - - - - I.G. ROBE HOOK - - - - - DEDICATED 20 AMP CIRCUIT TO OUTLET RECESSED MEDICINE CABINET - - - - - SHOWER CURTAIN & ROD - - - - - BATH 2 TOWEL RING - - - - - TP HOLDER - - - - - MIRROR - - - - - TOWEL BAR (2) - - - - - ROBE HOOK - - - - - RECESSED MEDICINE CABINET - - - - - SHOWER CURTAIN & ROD . - - - - - di DUPLEX WALL OUTLET 0 THERMOSTAT Op 240 VOLT OUTLET di SW DUPLEX WALL OUTLET, SWITCHED (3 JUNCTION BOX +42" HEIGHT OF ITEM ABOVE FINISHED FLOOR dWP WEATHERPROOF (EXTERIOR) OUTLET SP WALL MOUNTED SPEAKER AFI ARC FAULT INTERRUPT OUTLET. $ SINGLE POLE WALL SWITCH 7 PHONE WALL OUTLET GFI GROUND FAULT INTERRUPT OUTLET $ THREE POLE WALL SWITCH T DATA WALL OUTLET I.G. ISOLATED GROUND OUTLET $ DIMMER WALL SWITCH CABLE WALL OUTLET 20A DEDICATED 20 AMP CIRCUIT TO OUTLET APPLIANCE / EQUIPMENT SCHEDULE LOCATION APPLIANCE MANUFACTURER MODEL COLOR DISTRIBUTOR ENERGY STAR REMARKS REV. NOTE: 1. ALL ELIGIBLE APPLIANCES TO BE ENERGY STAR CERTIFIED (CLOTHES WASHER, DISHWASHER, REFRIGERATOR, AND EXHAUST FANS) 2. VERIFY UNIT SIZES WITH MECHANICAL CONTRACTOR PRIOR TO ORDERING EQUIPMENT ACCESSORIES SCHEDULE LOCATION ITEM LIGHT FIXTURE SCHEDULE SYMBOL TAG DESCRIPTION ELEC. OUTLET SCHEDULE SYMBOL DESCRIPTION MANUFACTURER MANUF. NOTE: 1. SEE ELECTRICAL PLAN FOR LOCATIONS AND QUANTITIES 2. FIXTURES NEW UNLESS CALLED OUT AS EXISTING SYMBOL DESCRIPTION MODEL MODEL # FINISH COLOR/FINISH LAMP SYMBOL DESCRIPTION DISTRIBUTOR WATTS DISTRIBUTOR REMARKS REMARKS REV. REV. REVIEWED FOR CODE COMPLIANCE APR :NM /Fr) AUG 19 2lu City of Tukwila BUILDING DA/Y - VELOCEPEDE architects -XA 3104 Western Avenue #102 Seattle WA 98121 r G ST ff D caC IIT�CT C797. a'vri 0 ST L QW s u era is Diu'' til,c3,Sltni9TON G ., i;aw °° c c z 4g ci) 44E-1 W zOf OrJ cf) 0 - 1 M DATE: 19 MARCH 2009 PHASE: SCHEMATIC PROJECT: 0888 DRAWN: CAA SCALE: NTS RECEIVED SCHEDULES JUN 002009 PERMIT CENTER A -4.1 FL +42 E.F. ARAG G1 DRIVEWAY Et, FL1 0 +42 D.S. 0 to o- D.S. 0 ELECTRICAL AND V METERS AND P ' DISCONNECT SMX o; BREEZEWAY AFIy4) BATH 1 — O ` SM7 01 BEDROOM 1 SM5 1/4" =1' -0" L EC. SM1 FOYER CONNECT EQUIPMENT ELECTRICAL PLAN NOTES: 1. AUDIO SYSTEM VENDOR TO VERIFY DESIGN AND LOCATION 2. ROUTE ALL LOW VOLTAGE WIRING IN ENT (SMURF) CONDUIT MAIN FLOOR ELECTRICAL PLAN 12' -0" LIVING DECK f • F _R BEDROOM 2 SM6 KITCHEN DISPOSAL OFFICE cp +36 SC5 6177 v SC5 D.S. 0 D.S. HB 20 AMP, +44" D.S. 0 3 LOFT 1/4" =1' -0" PLANTED ROO GUTTER TO AIN FLOOR , SC3 q-P 4)12 L GUTTER ROOF DECK ...... ............................... ....... ... LOFT & ROOF DECK ELECTRICAL PLAN ................ boo9 9 • L PLANTED ROOF ................ D.S. 0 CONNECT PV PANELS TO INVERTER IN LAUNDRY ROOM D.S. p gq 43/4 itk !lj9„,4‘ C.� RECEIVED JUN 09t2009 PERMIT CENTER VELOCTIPEDIS VO 3104 Western Avenue #102 Seattle WA 98121 74 o00 07,07Grz OZTRO 'J DATE: 19 MARCH 2009 PHASE: SCHEMATIC PROJECT: 0888 DRAWN: CAA SCALE: 1/4" = 1' -0" ELECTRICAL PLANS A -5.0 GENERAL STRUCTURAL NOTES (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS) CRITERIA 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, THE INTERNATIONAL BUILDING CODE (2006 EDITION). 2. DESIGN LOADING CRITERIA: CONCRETE FLOOR LIVE LOAD (RESIDENTIAL) 40 PSF ROOF SNOW LOAD (Pf) 25 PSF WIND: BASIC WIND SPEED (3- SECOND GUST) 85 MPH WIND IMPORTANCE FACTOR (Iw) 1 0 WIND EXPOSURE B TOPOGRAPHICAL FACTOR (Kzt) 1 43 EARTHQUAKE: LAT. / LONG 47.472 / - 122.293 SEISMIC IMPORTANCE FACTOR (Ie) 1 0 SEISMIC USE GROUP I MAPPED SPECTRAL RESPONSE (Ss /S1) 1 47g/0.51g SPECTRAL RESPONSE COEF. (SDS /SD1) 0 98g/0.34g SEISMIC FORCE RESISTING SYSTEM: . PLYWOOD SHEAR WALLS DESIGN BASE SHEAR 2.45k SEISMIC RESPONSE COEFICIENT (Cs) 0 151 SEISMIC DESIGN CATEGORY D. RESPONSE MODIFICATION FACTOR (R) 6.5 ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE REFERENCE: USGS NATIONAL SEISMIC HAZARD MAPPING PROJECT, 2002 DATA 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCING ANY WORK AND DETERMINE THE LOCATION OF ALL ADJACENT UNDERGROUND UTILITIES PRIOR TO COMMENCING EXCAVATION, AND NOTIFY ARCHITECT OF DISCREPANCIES AND CONFLICTS. 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND /OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND /OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 7. SPECIAL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS 109 AND 1704 OF THE INTERNATIONAL BUILDING CODE AND THE PROJECT SPECIFICATIONS BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT, AND RETAINED BY THE BUILDING OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION AND TEST RESULTS. A. EPDXY GROUTED INSTALLATIONS GEOTECHNICAL 8. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT FINISHED GRADE. UNLESS NOTED OTHERWISE, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. ALLOWABLE SOIL PRESSURE 2,000 PSF LATERAL EARTH PRESSURE 35 PCF 9. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORD- ANCE WITH IBC SECTION 1905 AND ACI 301. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF F'C = 2,500 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5 -1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. ANCHORAGE WOOD THE MINIMUM AMOUNTS OF CEMENT AND MAXIMUM AMOUNTS OF WATER MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CON- CRETE. THE CONCRETE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CE- CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH IBC 1905.3. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR - ENTRAINED WITH AN AIR - ENTRAINING AGENT CONFORMING TO ASTM C260, C494, AND C618. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLE 1904.2.1 OF THE INTERNATIONAL BUILDING CODE. 10. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 40, FY = 40,000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A -185. ALL REBAR SHALL BE 90% MINIMUM RECYCLED CONTENT. SUBMIT MANUFACTURERS CERTIFICATE OF RECYCLED CONTENT. 11. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 318 -05. LAP ALL CONTINUOUS REINFORCEMENT 30 BAR DIAMETERS OR 2' -0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS 30 BAR DIAMETERS OR 2' -0" MINIMUM. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. 12. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: A. FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE . . .3" B. ALL OTHER SURFACES 1 1/2" 13. NON- SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3000 PSI MINIMUM). 14. EXPANSION BOLTS INTO CONCRETE AND GROUTED MASONRY UNITS SHALL BE "STRONG -BOLT" ANCHORS AS MANUFACTURED BY THE SIMPSON COMPANY AND INSTALLED IN STRICT ACCORDANCE WITH ICC ER 1771, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. 15. EPDXY - GROUTED ITEMS SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH "SET" HIGH STRENGTH EPDXY AS MANUFACTURED BY THE SIMPSON COMPANY AND INSTALLED IN STRICT ACCORDANCE WITH ICC ER 1772. 16. ALL FRAMING LUMBER SHALL BE CERTIFIED BY THE FOREST STEWERDSHIP COUNCIL (FSC), AND SHALL BEAR THE FSC STAMP. FURTHERMORE, FRAMING LUMBER SHALL BE KILN DRIED OR MC -15, AND GRADED AND MARKED IN CONFORMANCE WITH WCLIB STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS: (2X MEMBERS) HEM -FIR NO. 2 MINIMUM BASE VALUE, FB = 850 PSI (3X & 4X MEMBERS) DOUGLAS FIR NO. 1 MINIMUM BASE VALUE, FB = 1000 PSI STRUCTURAL LIGHT FRAMING: (INCL. 3X AND 4X POSTS) BEAMS AND STRINGERS: (INCL. 6X AND LARGER) POSTS AND TIMBERS: (6X6 AND LARGER ) DOUGLAS FIR NO. 2 MINIMUM BASE VALUE, FB = 900 PSI DOUGLAS FIR NO. 2 MINIMUM BASE VALUE, FB = 900 PSI DOUGLAS FIR NO. 2 MINIMUM BASE VALUE, FC = 900 PSI STUDS, PLATES & MISC. FRAMING: DOUGLAS FIR OR HEM -FIR STANDARD GRADE 2X6 STUDS AND PLATES: HEM -FIR NO.3/ STUD GRADE 17. ENGINEERED LUMBER MEMBERS SHALL BE MANUFACTURED UNDER A PROCESS BY THE NATIONAL RESEARCH BOARD. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE NATIONAL RESEARCH BOARD NUMBER, AND THE QUALITY CONTROL AGENCY. ALL LUMBER SHALL BE MANUFACTURED IN ACCORDANCE WITH THE APPROPRIATE NER - REPORT AND GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM D2559 WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. PSL LSL LVL FB = 2900 PSI E = 2000 KSI FV = 290 PSI NER -292 FB = 2250 PSI E = 1500 KSI FV = 285 PSI NER -481 FB = 2600 PSI E = 1800 KSI FV = 285 PSI NER -126 DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY THE TRUS- JOIST CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER, ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PROVIDED. ALL PROPOSED HOLES SIZES AND LOCATIONS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR APPROVAL 2 WORK DAYS PRIOR TO DRILLING HOLES. 18. PREFABRICATED PLYWOOD WEB JOIST DESIGN SHOWN ON PLANS IS BASED ON JOISTS MANUFACTURED BY THE TRUS -JOIST CORPORATION. ALTERNATE PLYWOOD WEB JOIST MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH PLYWOOD WEB JOIST PROVIDED. ALL HOLES SHALL CONFORM TO THE MANUFACTURERS SPECIFICATIONS. IF 3 OR LESS HOLES ARE PROPOSED FOR ONE SINGLE JOIST, HOLES SHALL CONFORM TO THE TJI ALLOWABLE HOLE CHART. IF MORE THEN 3 HOLES ARE PROPOSED FOR ONE SINGLE JOIST, ALL HOLES SIZES AND LOCATIONS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR APPROVAL 2 WORK DAYS PRIOR TO DRILLING HOLES. 19. ALL LUMBER IN TRUSSES SHALL BE FSC CERTIFIED, AND SHALL BEAR THE THE FSC STAMP. PREFABRICATED CONNECTOR PLATE WOOD ROOF TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSSES, TPI -78" BY THE TRUSS PLATE INSTITUTE FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS. LOADING SHALL BE AS FOLLOWS: A. TOP CHORD LIVE LOAD 25 PSF B. TOP CHORD DEAD LOAD 10 PSF C. BOTTOM CHORD DEAD LOAD . . . . 5 PSF Do TOTAL LOAD 40 PSF WOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES (GANGNAIL OR EQUAL). SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. SUBMITTED DOCUMENTS SHALL BEAR THE STAMP AND SIGNATURE OF A REGISTERED PROFESSIONAL ENGINEER, STATE OF WASHINGTON. PROVIDE FOR SHAPES, BEARING POINTS, INTERSECTIONS, HIPS, VALLEYS, ETC., SHOWN ON THE DRAWINGS. EXACT COMPOSITION OF SPECIAL HIP, VALLEY, AND INTERSECTION AREAS (USE OF GIRDER TRUSSES, JACK TRUSSES, STEP -DOWN TRUSSES, ETC.) SHALL BE DETERMINED BY THE MANUFACTURER UNLESS SPECIFICALLY INDICATED ON THE PLANS. PROVIDE ALL TRUSS TO TRUSS AND TRUSS TO GIRDER TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. PROVIDE FOR ALL TEMPORARY AND PERMANENT TRUSS BRACING AND BRIDGING. 20. ALL PLYWOOD SHALL BE FSC CERTIFIED AND SHALL BEAR THE FSC STAMP. PLYWOOD SHEATHING SHALL BE GRADE C -D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH APA STANDARDS. ORIENTED STRAND BOARD (OSB) IS NOT PERMITTED. A. ROOF SHEATHING SHALL BE 5/8" (NOM.) WITH SPAN RATING 24/0. B. FLOOR SHEATHING SHALL BE 3/4" (NOM.) WITH SPAN RATING 40/20. C. WALL SHEATHING SHALL BE 1/2" (NOM.) WITH SPAN RATING 24/0. REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING. 21. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL HAVE (2) LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR MASONRY. ALL WOOD EXPOSED TO WEATHER WITHOUT THE ADEQUATE PROTECTION OF A ROOF OR EAVE SHALL BE AN APPROVED WOOD OF NATURAL RESISTANCE TO DECAY. SUCH MEMBERS INCLUDE HORIZONTAL MEMBERS SUCH AS GIRDERS, JOISTS, AND DECKING; OR VERTICAL MEMBERS SUCH AS POSTS, POLES, AND COLUMNS. 22. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG - TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR MOST RECENT CATALOG. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE -HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. HANGERS IN DIRECT CONTACT WITH PRESERVATIVE - TREATED WOOD SHALL BE EITHER STAINLESS STEEL (SST300), POST HOT- DIPPED GALVANIZED(HDG) OR GALVANIZED WITH A MINIMUM OF 1.850Z ZINC PER SQUARE INCH (ZMAX). UNLESS NOTED OTHERWISE, ALL LUMBER JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST HANGERS, AND ALL TJI JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "ITT" OR "IUT" SERIES JOIST HANGERS. 23. WOOD FASTENERS A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE 6D 8D 1OD 12D 16D LENGTH 2" 2 -1/2" 3" 3-1/4" 3-1/2" DIAMETER 0. 113" 0. 131" 0.148" 0. 148" 0. 162" IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. C. NAILS PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. 24. WOOD ADVANCED FRAMING NOTES- -THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2304.9.1 OF THE INTERNATIONAL BUILDING CODE. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. B. WALL FRAMING: ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2 X 4 STUDS @ 24" 0.C. AT INTERIOR WALLS AND 2 X 4 @ 24" 0.C. AT EXTERIOR WALLS. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL SHEARWALLS AND ONE STUD AT EACH SIDE OF ALL OPENINGS. TWO 2 X 8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A SINGLE TOP PLATE. END NAIL TOP PLATE TO EACH STUD WITH TWO 16D NAILS, AND TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITH TWO 16D NAILS. STRAP ACROSS SINGLE TOP PLATE SPLICE WITH (1) ST22 EA. SIDE, PROVIDE DOUBLE STUD UNDER SPLICE. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16D NAILS AT 12" 0.C. STAGGERED OR BOLTED TO CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS (WITH 7i MINIMUM EMBEDMENT)@ 4' -0" 0. C. UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT -UP POSTS SHALL BE NAILED TO EACH OTHER WITH 16D @ 12" 0.C. STAGGERED. REFER TO THE PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND NAILING. PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES OF INTERIOR WALLS NAILED TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING WITH NAILS AT 7 "O.C. USE 5D COOLER NAILS FOR 1/2" GWB AND 6D COOLER NAILS FOR 5/8" GWB. WHEN NOT OTHERWISE NOTED, PROVIDE 1/2" (NOM.) APA RATED SHEATHING (SPAN RATING 24/0) ON EXTERIOR SURFACES NAILED AT ALL PANEL EDGES (BLOCK UNSUPPORTED EDGES), TOP AND BOTTOM PLATES WITH 8D @ 6" 0.C. AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH 8D @ 12" O.C. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS. C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL JOISTS TO SUPPORTS WITH TWO 16D NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI -JOIST BEAMS TOGETHER WITH 16D @ 12" 0.C. STAGGERED. UNLESS OTHERWISE NOTED ON THE PLANS, APA RATED ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS AND NAILED WITH 8D NAILS @ 6" 0.C. TO FRAMED PANEL EDGES AND OVER STUD WALLS AS SHOWN ON PLANS AND @ 12" 0.C. TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE - AND- GROOVE JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF ALL ROOF AND FLOOR SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16D @ 12" O.C. UNLESS OTHERWISE NOTED. AT BLOCKED FLOOR AND ROOF DIAPHRAGMS PROVIDE FLAT 2X BLOCKING AT ALL UNFRAMED PLYWOOD PANEL EDGES AND NAIL WITH EDGE NAILING SPECIFIED. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 19 2009 City of Tukwila BUILDING DiviclnN bo RECEIVED JUN 0 9 2009 PERMIT CENTER HSV Harrlott Smith Valentine Engineers Inc. 100 W. Harrison St., Suite N -100 Seattle, Washington 98119 -4189 tel 206 624 4760 fax 206 447 6971 www.hsveng.com Project Manager Dwight Smith tel 206 624 4760 ex. 36 fax 206 447 8971 dsmith©hsveng.com Project Architect Velocipede Architects Inc. 3104 Westem Avenue #102 Seattle, WA 98121 Project Larson Residence 5630 South 147th Street Tukwila, WA 98168 leave Dab Ieaue De"eripdcn 6/09/09 Permit Set Print Data 6boc/09 Drawing This GENERAL STRUCTURAL NOTES Drawing Number S 1.0 TYPICAL SLAB CONTROL JOINT —•— x x x x — x x - 2nd POUR 1st POUR ---- -x x x X x —•-- CON STR. JOINT _a. �.,:•�.�°o r 4. 8.:;;_ 41` 8 .••t_. 0 .•.�a ..,�ti_"`I. o 8, 4" THICK SLAB REINF. W/ W2.9xW2.9 6x6 W.W.M. CTR'D. RIGID INSUL. PER ARCH'L. .-----10 MIL VAPOR BARRIER 4" FREE — DRAINING GRANULAR FILL CONTROL JOINT FORMER "ZIP STRIP" 1 DEEP (JOINT MAY BE SAW —CUT AT CONTRACTOR'S OPTION) CUT ALT. WIRES AT JOINT PLASTIC JOINT KEY "MEADOW BURKE" STOP REINF. 1" CLEAR OF JOINT EACH SIDE SLAB —ON— GRADE. (INSULATED) 3/4" = TYPICAL SLAB 8 - x x CONTROL x JOINT i, �4, ,:oin—.�, 8 -4 : ; • 6, • � Lp,:j i „vei, • ii ?F i to • •. —x x x x 2nd POUR 1st POUR x x 1 x x x x-- CONSTR. JOINT X -- • 4" THICK SLAB REINF. W/ W2.9xW2.9 6x6 W.W.M. CTR'D. 6 MIL VAPOR BARRIER 4" FREE— DRAINING GRANULAR FILL CONTROL JOINT FORMER "ZIP STRIP" 1 DEEP (JOINT MAY BE SAW —CUT AT CONTRACTOR'S OPTION) CUT ALT. WIRES AT JOINT PLASTIC JOINT KEY "MEADOW BURKE" STOP REINF. 1" CLEAR OF JOINT EACH SIDE SLAB —ON —GRADE (NOT INSULATED) 3/4" = 1' —O" 3 DOUBLE CURTAIN SINGLE CURTAIN ADD'L. VERTS. ADD'L. VERTS. CORNER BARS TO MATCH EXT. HORIZ. REINF. AS SHOWN TYPICAL CORNER BARS: 24 24F CORNER BARS TO MATCH HORIZONTAL REINFORCING (ALTERNATE HOOKS) TYPICAL CORNER BARS: 24 24F TYPICAL CORNER BARS AT CONCRETE WALLS 3/4" = 1' —O" 4 LEGEND (F.B.) (P.T.) 0 0 \to - \54 . r SPAN EXTENT SECTION DETAIL FLUSH BEAM PRESSURE — TREATED COLUMN ABOVE COLUMN BELOW KING POST ALL — THREAD HOLDOWN AT END OF SHEARWALL ABOVE STRAP HOLDOWN AT END OF SHEARWALL ABOVE SLAB —ON —GRADE PER 2/S2.0 FOUNDATION PLAN NOTES 1. SEE 12/S3.0 FOR TYPICAL HOLDOWN REQUIREMENTS AT CONCRETE WALLS AND FOOTINGS. 3i. is ?;', #`.:iYcro'a r w3 nn&!. �... -�•=' iT:. ,? r is r's,` +:._' •o J E L_ SLAB --ON —GRADE PER 3/S2.O FOUNDATION PLAN scale 1/4• = 1' -0• 1 " fi 1 E J L SLAB —ON —GRADE PER 2/S2.0 SLAB —ON —GRADE PER 3/S2.0 '• 1 J l 9 fd REVIEWED FOR CODE COMPLIANCE APPROVED AUG 19 20119 City of Tukwila BUILDING DivIglm' HSV Harrlott Smith Valentine Engineers Inc. 100 W. Harrison St., Suite N -100 Seattle, Washington 98119-4189 tel 206 624 4760 fax 206 447 6971 www.hsveng.com EXPIRES ;/1/10 Project Manager Dwight Smith tel 206 624 4760 ex. 36 fax 206 447 6971 dsmlth@hsveng.com Project Architect Velocipede Architects Inc. 3104 Western Avenue #102 Seattle, WA 98121 Project Larson Residence 5630 South 147th Street Tukwila, WA 98168 Issue Date 6/09/09 Issue Description Permit Set Print Date 6/xx/09 Drawing TRU FOUNDATION PLAN RECEIVED JUN 092009 PERMIT CENTER S2ii10 Drawing Number MEMBER (FLAT ONLY) HANGER FACE NAILING CAPACITY (Cd = 1.15) 11 TJI 110 IUS 1.81/11.88 10d COMMON 1010 Ib LVL 1 HU11 MAX 10d COMMON 3480 Ib 2x10 LUS210 10d COMMON 1275 Ib TRUSS 1HA29 10d COMMON 2310 Ib 4x8 HUC48 16d COMMON 1625 Ib 4x12 HUC412 16d COMMON 2935 Ib PANEL EDGE NAILING PER PLAN (8d 0 6 "oc U.N.O.) BLOCK FULL —DEPTH (VENT PER ARCH'L.) SHEARWALL PER PLAN INTERIOR FRAMING PER ARCH'L WHERE OCCURS SHEARWALL PER PLAN TRIM TONGUES AND /OR GROOVES AT EDGE OF SHEATHING (3) 10d BOX EACH SIDE OF BLOCKING 1 LSL RIM (U.N.O. ON PLAN) SHEARWALL PER PLAN 9i LJ r•1 PRE—MANUFACTURED TRUSSES PER PLAN A35 PER SW SCHEDULE (0 48 "oc ELSEWHERE) HEADER AT SOME LOCATIONS INTERIOR FRAMING PER ARCH'L WHERE OCCURS 3/4" = 1' —O" 2 BLOCK ONE TRUSS BAY W/ 2x6 @ 48 "oc (3) 16d FACENAIL AT BARGE RAFTER NOTCH GABLE END TRUSS OVER WALL FOR OUTRIGGERS SHEARWALL PER PLAN 2' -0" MAX. OUTRIGGERS 2x4 @ 24 "oc WITH (3) 16d TO TRUSS (3) 16d AT BLOCKS TRUSSES PER PLAN (5) 12d BRACES 2x4 0 48 "oc, NO STEEPER THAN 1:1 A34 EACH SIDE OF BRACE INTERIOR FRAMING PER ARCH'L WHERE OCCURS 3/4" = PLATE NAILING PER SHEARWALL SCHEDULE FLOOR SHEATHING NAILING PER PLAN A35 PER SW SCHEDULE TJI's PER PLAN L L J BLOCK ONE BAY FULL — DEPTH 0 48 "oc WITH LSL 1 RIMBOARD — FIT TIGHT TO TJI 10d BOX TOENAIL EACH SIDE OF LSL TO PLATE INTERIOR FRAMING PER ARCH'L WHERE OCCURS 3/4" = 1' -0" 4 L SWI c o' N SSW18x9 PSL 3 (F.B.) STRAPYP5L BEAM wfreS16 Sw1 ABOVE PSL 7x18 BELOW — SEE 6/S3.1 4x8 SSW24x9 —STK (SEE 12/53.2) r t" I (2)2x10 SW1 L 1 MAIN ROOF/ LOFT FLOOR FRAMING (MAIN FLOOR WALLS) scale: 1/4' = 1' -0" (2) LVL 1 SW1 (2)2x8 SW1 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 19 2009 City of Tukwila BUILDING illIncl1 M RECEIVED JUN 092009 PERMIT CENTER HSV Harrlott Smith Valentine Engineers Inc. 100 W. Harrison St, Suite N -100 Seattle, Washington 98119 -0189 tel 206 624 4760 fax 206 447 6971 www.hsveng.com - .04;) e`sftAL u1,G G EXPIRES 7/1/ o� Drawing Number S2.7 EXP ?RES 7 / 1 /10 Project Manger Dwight Smith tel 206 624 4760 ex. 36 fax 206 447 6971 dsmith ©hsveng.com Project Architect Velocipede Architects Inc. 3104 Westem Avenue #102 Seattle, WA 98121 Project Larson Residence 5630 South 147th Street Tukwila, WA 98168 Issue Date issue Description 6/09/09 Permit Set Print Date 6ha/09 Drawing Tit* MAIN ROOF 1 LOFT FLOOR FRAMING PLAN LEGEND (F.B.) (P.T.) • 1 $ 0 0 SPAN > EXTENT SECTION DETAIL FLUSH BEAM PRESSURE— TREATED COLUMN ABOVE COLUMN BELOW KING POST ALL— THREAD HOLDOWN AT ��1 END OF SHEARWALL ABOVE STRAP HOLDOWN AT --t. END OF SHEARWALL ABOVE FRAMING PLAN NOTES 1. SW_ INDICATES SHEARWALL TYPE PER SCHEDULE 8/S3.1. REFER TO DETAILS FOR TYPICAL SHEARWALL CONSTRUCTION. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL WALL INFORMATION. 2. REFER TO GENERAL STRUCTURAL NOTES FOR FLOOR OR ROOF SHEATHING TYPE, THICKNESS, AND NAILING. 3. COLUMNS SHALL BE SINGLE STUD MINIMUM, UNLESS NOTED OTHERWISE. SEE 11/S3.1. 4. AT ALL SHEARWALLS PROVIDE SINGLE TOP PLATES AND SPLICE PER 12/S3.1. 5. STRAPS SHALL BE INSTALLED PER 10/53.1 UNLESS NOTED OTHERWISE. 6. SEE 12/S3.2 FOR STEEL STRONG WALL r ELEVATION AND CALLOUTS. SW1 HANGER SCHEDULE 911 (2)2x8 SW1 1. 0 J (2)2x8 SwI MEMBER (SLOPED ONLY) HANGER FACE NAILING CAPACITY (Cd = 1.15) 11 TJI 110 HU11 10d COMMON 4000 lb PANEL EDGE NAILING PER PLAN (8d 0 6"oc U.N.O.) BLOCK FULL—DEPTH (VENT PER ARCH'L.) BEVELLED 2x4 BLOCK @ EACH OUTRIGGER S-0 MAX. PANEL EDGE NAILING PER SW SCHEDULE TO BLOCKING (8d 6"oc U.N.O.) HEADER AT SOME LOCATIONS SHEARWALL PER PLAN 10d 0 8"oc AV-0" MIN. 2x6 OUTRIGGER AT EACH RAFTER (SEE PLAN FOR LENGTH) RAFTERS PER PLAN BLOCK FOR FULL BEARING A35 PER SW SCHEDULE (0 48"oc ELSEWFIERE) INTERIOR FRAMING PER ARCH'L 3/4" = 2 VENT PER ARCH'L RIDGE BEAM PER PLAN BLOCK BETWEEN TJI FLANGES AT HANGERS FOR HANGER SIDE NAILING RAFTERS PER PLAN WITH HANGERS PER SCHEDULE 3/4" = 3 PANEL EDGE NAILING PER PLAN (8d 0 6"oc U.N.O.) BLOCK FULL—DEPTH W/ LSL 1Y4" (VENT PER ARCH'L) PLANTER'S PER ARCH'L TRIM TONGUES AND/OR GROOVES AT EDGE OF SHEATHING z 10d BOX FACENAIL AT TOP AND BOTTOM TJI FLANGES PRE—MANUFACTURED TRUSS'S PER PLAN W/ HANGERS PER SCHEDULE SHEARWALL PER PLAN BLOCK W/ 2x BETWEEN WALL STUDS AND MATCH PANEL EDGE NAILING PLATE NAILING PER SHEARWALL SCHEDULE FLOOR SHEATHING NAILING PER PLAN LVL 13/4x9Y4 RIM WHERE TRUSS OCCURS (TYP) TJI's PER PLAN (BEAR 1 MIN.) A35 PER SW SCHEDULE 10d BOX EACH SIDE OF TJI TO PLATE — DRIVE NAILS 1 MIN. FROM END OF TJI 3/4" = 1'—o" 4 LEGEND (F.B.) (P.T.) 0 SPAN 0 > EXTENT SECTION DETAIL FLUSH BEAM PRESSURE—TREATED COLUMN ABOVE COLUMN BELOW KING POST ALL—THREAD HOEDOWN AT END OF SHEARWALL ABOVE STRAP HOEDOWN AT 1'_ END OF SHEARWAU. ABOVE FRAMING PLAN NOTES 1. SW_ INDICATES SHEARWALL TYPE PER SCHEDULE 8/S3.1. REFER TO DETAILS FOR TYPICAL SHEARWALL CONSTRUCTION. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL WALL INFORMATION. 2. REFER TO GENERAL STRUCTURAL NOTES FOR FLOOR OR ROOF SHEATHING TYPE, THICKNESS, AND NAILING. 3. COLUMNS SHALL BE SINGLE STUD MINIMUM, UNLESS NOTED OTHERWISE. SE 11/S3.1. 4. AT ALL SHEARWALLS PROVIDE SINGLE TOP PLATES AND SPLICE PER 12/S3.1. 5. STRAPS SHALL BE INSTALLED PER 10/53.1 UNLESS NOTED OTHERWISE. 6. SEE 12/S3.2 FOR STEEL STRONG WALL ELEVATION AND CALLOUTS. ' J (2)2x8 r SSW24x L CO ; iSSW24 1 I 1 1 HANGER SCHEDULE i i ,,- 14. 1 i i I 1 (2)2)(8 4 1 LOFT ROOF FRAMING PLAN (LOFT WALLS) S2.2 scale: ve SIM. __L ■■■■■■ ■■•••••■••■■1 b09%-0c1 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 1 9 2009 City of Tukwila BUILDING DIvimm RECEIVED . JUN 092009 PERMIT CENTER HSV Harriott Smith Valentine Engineers Inc. 100 W. Harrison St., Suite N-100 Seattle, Washington 98119-4189 tel 206 824 4760 fax 206 447 6971 www.hsveng.com Project Manager Dwight Smith tel 206 624 4760 ex. 36 fax 206 447 6971 dsmith©hsveng.com Project Architect Velocipede Architects Inc. 3104 Westem Avenue #102 Seattle, WA 98121 Project Larson Residence 5630 South 147th Street Tukwila, WA 98168 Issue Oats issue Description 6/09/09 Permlt Set Print Date 6hod09 Drawing Title LOFT ROOF FRAMING PLAN Drawing Number S2.2 1'y ■ 1 �' ' I : ' OUTLINE WALL BEYOND HSV Hanlon Smith Valentine Engineers Inc. 100 W. Harrison St., Suite N -100 Seattle, Washington 98119-4189 tel tel 206 624 4760 fax 206 447 6971 www.hsveng.com o wAS ., � �� ' ,o ,,� .- is. . �' � ` •\.-,5 . ` ° �- � ' 04� w '. . 5 s %oi\rAi Lvc •� 24 " �;.,:. —, INTERIOR WALL PER ARCH'L SHEARWALL PER PLAN "oc WALL PLATE SHEARWALL PER PLAN "oc 24" L1P4 0 24 FROM INTERIOR WALL BOTTOM Q TO SW BOTTOM IE 2x6 INTERIOR 0 "oc VERT. #4 16 (CENTERED) ® 10 "oc HORIZ. #4 ® 16 VERT. (CENTERED) "oc 2x4 PLATE WITH 5 /8 "0 ANCHOR BOLTS PER SW SCHEDULE (0 48 oc ELSEWHERE) 0 16 " 2x4 PLATE WITH 5 /8 "0 ANCHOR BOLTS PER SW SCHEDULE (0 48'oc ELSEWHERE) — @ 16 " # x� oc # 4 x r oc #4 [(2) AT TOP OF WALL] # ®10 HORIZ. [(2) AT TOP OF WALL] (1) #4 NOSING BAR , , , ' (1) #4 NOSING BAR O # SLAB -ON -GRADE PER 2/S2.0 GRADE OR SLAB -ON -GRADE PER SLAB -ON -GRADE PER 2/S3.0 SLAB -ON -GRADE y PER 2/S3.0 SLAB -ON -GRADE PER 3/S2.0 GRADE OR SLAB -ON -GRADE PER PAVING PER ARCH'L. PLAN WHERE OCCURS . L r PLAN WHERE OCCURS a ►,/X II • X X X X X- . Z ■A, .. A�A �A70ACCRK.C.R:0A41WA4A�A�AC*A , ■ ■ ! - .X._ _ _X_ _X— —X— —X— = --� I - % - 727,7, - ,1 / / .- . ' . - -x- -X- — — — — Z ;! : S� ; .y;! ° o!�s. X X X X X X X X X X X X X �� :� i % �� ' ��� ��f0 %� • X X X x x _X_ _ x- _,.,. — • I / /♦ � � 4` /i /�/� \ /� / \ � /� /� / � �����������������������������������������►� \\ \N \� \ \/ \ \� \� \r \f/\ \ ��! ��;!� • ;.,.r� . � a �r� ° -X — TT� /� i , I I 11 ° '� \� \�X/ / , Ill �� • °_ ° ° ° g � ° .:4: . o CONT. . / °' o , o ... ._;° ;_ :,e ° _ TOE /\ SLAB-ON-GRADE TOE CALLOUTS PER 1/S3.0 A SLAB-ON-GRADE CALLOUTS PER 1 S3.0 CONT. -• ' 6" 3/4" = 1' -0 1 1 ' - 5' 6" 5' DRAINAGE PER 5' 6" 5' (2) #4 CONT. 3/4" = 1 ,_ O „ 3 (2) #4 3/4" — 1 ,_ O „ (2) #4 3/4" = 1,_O„ 2 DRAINAGE PER ARCHITECTURAL DRAINAGE PER ARCHITECTURAL ARCHITECTURAL , . , - PANEL EDGE NAILING SW SCHEDULE BASE PLATE NAILING, STAGGER. PER ON SHEARWALL PER PLAN PER PLAN LTP4 PLATE. CENTER SPLICE PANEL EDGE NAILING PER FRAMING " WHERE OCCURS PLAN (8d 0 6 oc U.N.O.) TOP PLATE PER 12/S3.1 _� ,' 2x P.T. PLATE WITH 5 8 ' 0 ANCHOR BOLTS PER SW SCHEDULE (0 48'oc ELSEWHERE) COLUMN PER PLAN ti,r � , r SHEARWALL PER ( #4 EACH BOTTOM PLAN /.., DRYWALL CLIP. SPACING PER DRYWALL CONTRACTOR TO PREVENT WARPING " 1 - - LJ M L.J ►I -_.:::.: --: P '---___'_. I - - -" - __ �. ►_. WALL PER I ::- _- -_-:.._ .: -#- SHEAR P LAN STUDS CB SERIES POST BASE WAY EXPIRES 7/1/ / v I I I I I I SLAB -ON -GRADE PER 2/S2.0 „., . '1► �-� :< ; ' , vim , 4, 'r ! / 4 ' kg rA w °' ;� fi ' � ''Q4� s.;) `''' hl AI) L,�, r h ' 9 .. ADDITIONAL PER SHEAR WALL SLAB -ON -GRADE 2/S2.0 lti • SCHEDULE 12d 6 oc PER II X X X X X X X X X X X X X X ..... X X x X X X x I X X X x X X x PER SW SCHEDULE SHEAR WALL PLAN ,, A ll . .... .... . ... .._...... ..... .:.... ....... , -.. • .,. - - •. -.< • o .:,. -.- ; _ • .. -. . -.<- ,. - .. -.�.. • - >. -. A35 (® 48 "oc ELSEWHERE) INTERIOR FRAMING PER \ / \/ / \/\ '< \ / / \ / \/ / \/\ '(\ \ /. PRE - MANUFACTURED TRUSSES PER PLAN ' / ;, \ /, / \\/ 2' -9' SQUARE PROVIDE ADDITIONAL CORNER STUDS PER VIORTMENTS, 1' -4' (2) #4 CONT. SHEATH SIDE OF TRUSS PER PLAN TO ROOF �� SEE 10.....a,- 12/S3.0 ADVANCED FRAMING — (3) STUD CORNER — TYPICAL — 3/4" _ 1,_O 6 1 1 ARCH'L WHERE OCCURS I I 3/4" r » 3/4 = 1 —0 r 3/4 _ 1 ,_ 0 ,r 3/4 = 1 , -0 „ g SHEARWALL PER PLAN Proj.ctManag.r ht Smith te 206 624 4760 ex. 36 fax 206 447 6971 dsmith@hsveng.com 3/4" , » 3/4 = 1 -0 � 3/4" '_" 3/4 1 0 1 0 HOL DOWN SCHEDULE . Project Architect Velocipede Architects Inc. 3104 Westem Avenue #102 Seattle, WA 98121 : " (2) STUDS MIN. - REFER TO PLAN FOR LOCATIONS WHERE BUILT -UP POST CONSISTS OF MORE STUDS SCREWS MARK FASTENERS TO STUDS ANCHOR DIA.2 EMBEDMENT LENGTH SSTB5 Project Larson Residence 5630 South 147th Street Tukwila, WA 98168 EPDXY CAST -IN LTT19 (8) 10d x 1 NAILS 5 /8" 7" 10" SSTB14 SHEARWALL PER PLAN I HDU2 (6) 1 /4 "0 x 2 SDS 5 /8" 7" 10" SSTB14 Issue Date Issue Description 6/09/09 „Permit Set PER MFR. SPECS. (OR NAILS SIMILAR) HDU4 (10) W /4 " 0 x 2 SDS 5 /8" 9" 12" SSTB16 w � I -f- REVIEWED FOR HOEDOWN PER PLAN .• • , COMPLIANCE SSW18x9 N/A 1" 13" 24" N/A ,. em /FE) CONCRETE STEMWALL AND FOOTING PER PLAN SSW21x9 N/A 1" 13" 24" N/A AG 19 2005 _ • w • II • II 4 • 4 � n ^• 1. 10d AND 12d DIAMETER = 0.148 "; 16d DIAMETER = 0.162 ". SCREWS SHALL 11 "SDS" AT CONC. ity Of Tukwila s BUILDING DIviRinn1 BE SIMPSON TYPE SCREWS. EX. WALL 4 . II O,'o. AT NEW CONCRETE WALL 2. PROVIDE A36 OR A307 ALL - THREAD AT EPDXY AND CAST -IN ANCHORS. PROVIDE ALL - THREAD - ° 8 -• . PROVIDE ALL - THREAD AND AND EMBED IN EPDXY HEX NUT OR HEADED BOLT 3. PROVIDE SIMPSON "SET" EPDXY PER GENERAL STRUCTURAL NOTES. SPECIAL GROUT PER SCHEDULE NOTE: AND EMBED PER SCHEDULE INSPECTION IS REQUIRED. PROVIDE 5" END AND 1 EDGE RECEIVED 4. AT CAST -IN ANCHORS PROVIDE HEAVY HEX NUT AT BOTTOM OF ALL - THREAD. DISTANCE FOR 5. AT 3x SILL PLATES, PROVIDE LONGER SSTBL MODELS (USE SSTB16L IN PLACE ANCHORS . _ JUN 092009 OF SSTB14). .. PERMIT CENTER 6. AT STEEL STRONG WALL CUT SILL PLATE AND PLACE WALL DIRECTLY ON CONCRETE TYPICAL HOLDOWN AT CONCRETE 3/4" = r_» 3/4 — 1 0 � 2 DrawinOTitle STRUCTURAL DETAILS Drawing Number S3.0 ■ MARK SHEATHING 5,6 STUDS AT ABUTTING PANEL EDGES PANEL EDGE NAILING RIM JOIST OR BLOCKING ATTACHMENT TO TOP PLATE 2x BOTTOM PLATE ATTACHMENT SILL PLATE ATTACHMENT SOLID RIM TJI RIM BOTTOM PLATE TO RIM JOIST BELOW 2 ANCHOR BOLT TO CONCRETE SILL PLATE AT FOUND. SW1 15/32" CDX PLYWOOD 2x 8d @ 6 "oc A35 0 24 "oc 16d 0 6 "oc 16d 0 6 "oc 5 /8 "0 0 48 "oc 2x SW2 15/32" CDX PLYWOOD 2x 8d @ 4 "oc A35 0 15 "oc 16d 0 4 "oc 16d 0 4 "oc 5 /8 "0 0 32 "oc 2x MARK END LENGTH NAILS NAIL SPACING CS16 . 17" (30) 8d x 2 2 A35 PER SW SCHDULE (0 48 "oc ELSEWHERE) 1 v1 rr 1 vi v1 vi ► 1 v1 vi v 1L I vi r r'' SEC. VIEW PANEL EDGE NAILING PER PLAN (8d 0 6 "oc U.N.O.) CONNECT OUTRIGGER TO BLOCKING W/ A35 FRAME AS SAME SHEARWALL TYPE AS BELOW PRE — MANUFACTURED TRUSS'S PER PLAN W/ HANGERS PER SCHEDULE LVL 1Yx9Y RIM WHERE TRUSS OCCURS (TYP) SHEARWALL PER PLAN STRAP SCHEDULE (SECTION VIEW) 4 8" MAX. BLOCK FULL —DEPTH & NOTCH FOR VENTING AS SHOWN BELOW. NOTE! VENTING CALCULATION BY OTHER. 1 2" 3/4" = 1' -0" 1. 10d AND 12d DIAMETER = 0.148 "; 8d DIAMETER = 0.131 ". 2. USE HALF OF THE REQUIRED NAILS IN EACH MEMBER BEING CONNECTED (i.e.. IN EACH END LENGTH). N 2x6 OUTRIGGER EACH TRUSS BEVELLED 2x4 BLOCK 0 EACH OUTRIGGER PLATE NAILING PER SHEARWALL SCHEDULE FLOOR SHEATHING NAILING PER PLAN RIGID INSULATION AND TOPPING PER ARCH'L DECK FRAMING PER PLAN A35 PER SW SCHEDULE (0 48 "oc ELSEWHERE) HEADER PER PLAN WHERE OCCURS BEVELLED 2x4 BLOCK 0 EACH OUTRIGGER HEADER PER PLAN AT SOME LOCATIONS PLATE NAILING PER SHEARWALL SCHEDULE (SECTION VIEW) '1 v1 1 v1 v1 vi r 1 v1 BLOCK FULL —DEPTH & NOTCH FOR VENTING AS SHOWN BELOW. NOTE! VENTING CALCULATION BY OTHER. 1 j2" BLOCK FOR FULL BEARING WHERE TJI RESTS ON TOP PLATE (2)2x4 PLANK AT EXTERIOR WALL WHERE HEADER OCCURS _.�..._.._ 1_11 ... . RIGID INSULATION AND TOPPING PER ARCH'L DECK FRAMING PER PLAN W/ HANGER'S PER SCHDULE II II II II II II SHEARWALL PER PLAN II II II II II II II it II II I1 II II II II II II SHEARWALL PER PLAN II 11 II II II II II II II II W II II II II II II 2' -0" MIN. PANEL EDGE NAILING PER PLAN (8d 0 6 "oc U.N.O.) TJI ROOF FRAMING PER PLAN 2x6 OUTRIGGER 0 EACH TJI — NAIL TO TOP FLANGE W/ 10d 0 8 "oc A35 PER SW SCHEDULE (0 48 "oc ELSEWHERE) SHEARWALL PER PLAN STRAPS PER PLAN FLOOR SHEATHING NAILING PER PLAN BEAM PER PLAN 3/4" = 1' -0" II II II II 1 PR HALF OF SPECIFIED NAILS IN EACH END LENGTH • I I II PROVIDE 1 MIN. END DISTANCE FOR N ILS DISTANCE 1 1I TYPICAL STRAP HOLDOWN AT FLOOR 3/4" = 1'--0" 1 0 SHEARWALL SCHEDULE 1. 2. 3. 4, 5. 6. SHEARWALL PER PLAN NAILING TO MATCH BOTTOM PLATE NAILING PER SW SCHEDULE SHEARWALL PER PLAN SHEARWALL PER PLAN INTERSECTING NON — SHEARWALL IVI IAI INTERMEDIATE FRAMING TO BE 2x_ STUDS. TWO 2x STUDS MAY BE USED IN PLACE OF 3x STUDS; NAIL TOGETHER WITH BOTTOM PLATE ATTACHMENT NAILING. 8d NAILS SHALL BE 0.131" DIAMETER X 2 (COMMON). 16d NAILS SHALL BE 0.135" DIAMETER X 3 (BOX). USE ANCHOR BOLTS WITH 7" MIN. EMBED OR EXPANSION BOLTS WITH 4 EMBED. AT ALL ANCHOR BOLTS USE 3" X 3" 1 /4" PLATE WASHERS (SIMPSON BP /8 -3 OR EQUAL). TWO STUDS MINIMUM ARE REQUIRED AT EACH END OF ALL SHEARWALLS. END STUDS SHALL RECEIVE PANEL EDGE NAILING. BLOCK ALL PANEL EDGES W/ 2x4 FLAT, ATTACH W/ PANEL EDGE NAILING. . SHEARWALL CORNER STUDS SHALL BE INSTALLED PER 6/S3.0 UNLESS NOTED OTHERWISE ON PLAN. —4 I , IVI IAI BEAM PER PLAN 10d 0 6 "oc � IVI IAI —4 PANEL EDGE NAILING PER SW SCHEDULE NAILING TO MATCH BOTTOM PLATE NAILING PER SW SCHEDULE PANEL EDGE NAILING PER SW SCHEDULE NAILING TO MATCH BOTTOM PLATE NAILING PER SW SCHEDULE PANEL EDGE NAILING PER SW SCHEDULE TYPICAL SHEARWALL INTERSECTIONS ALIGN UPPER FLOOR WALL STUDS WITH STUDS BELOW. COLUMN PER PLAN. SISTER W/ (2) 10d 0 12 "oc SOLID BLOCK JOIST BAY AT COLUMN ABOVE 11 1 1 IVI IAI 1 ALIGN JOIST PER PLAN WITH WALL FRAMING STUDS BELOW. VERIFY DIRECT BEARING. MATCH COLUMN ABOVE, UNLESS NOTED OTHERWISE. SINGLE BEARING STUD. SISTER TO TRIMMER W/ (2) 10d 0 12 "oc. ADD MULTIPLE BEARING STUDS WHERE NOTED ON PLAN SINGLE STUD BEAM SUPPORT - TYPICAL 3/4" = 1' -o 11 BLOCKING (OR JOIST) PER FLOOR AND ROOF DETAILS JOISTS PER PLAN (DIR. VARIES) FULL DEPTH BLOCKING (OR RIM AT EXTERIOR) BLOCK ALL PANEL EDGES SILL PLATE PER SW SCHEDULE TOP PLATE SPLICE SINGLE 2x4 TOP PLATE LsJ 6'--0 MIN. BETWEEN SPLICES j L 'J boci,o94 BOTTOM PLATE NAILING PER SW SCHEDULE TOP PLATE CONNECTION PER SW SCHEDULE PANEL EDGE NAILING PER SW SCHEDULE ANCHOR BOLTS & WASHERS PER SW SCHEDULE PANEL EDGE NAILING PER SW SCHEDULE TYPICAL SHEARWALL SECTION 3/4" = 1 ,_ 0 " ST22 STRAP W/ FULL 10d NAILING EACH SIDE — CENTER ON TOP PLATE SPLICE CENTER SPLICE BETWEEN STUDS RECEIVED JUN 092009 PERMIT CENTER 2x_ STUD EA. SIDE OF TOP PLATE SPLICE, SISTER NAILING PER GENERAL NOTES. ADVANCED FRAMING - SINGLE TOP PLATE - TYPICAL 3/4" = 1 -0 1 2 HSV Harrlott Smith Valentine Engineers Inc. 100 W. Harrison St., Suite N-100 Seattle, Washington 98119 -4189 tel 206 624 4760 fax 206 447 6971 www.hsveng.com /*) [xPIRES 7,1,'1a ..eon . rerrrssn.r ueara sw.a�amvr w. Project Manager Dwight Smith tel 206 624 4760 ex. 36 fax 206 447 6971 dsmlth ©hsveng.com Project Architect Velocipede Architects Inc. 3104 Western Avenue #102 Seattle, WA 98121 Project Larson Residence 5630 South 147th Street Tukwila, WA 98168 Isaus Date Issue Description 6/09/09 Permit Set j EWED-FO� � OMP iR tyu c i n AUG 19 � to nt 0 . City of Tukwila BUILDING nlviqinkl Drawing Number S3.1 STRUCTURAL DETAILS 8d © 6"oc TO END RAFTER (3) 16d FACENAIL AT BARGE RAFTER BLOCK IN BETWEEN OUTRIGGER AND SHEATHING NOTCH END RAFTER OVER WALL FOR OUTRIGGERS — SEE WALL ELEVATION MAKE END RAFTER LVL 1Y4x11% (TYP) HEADER PER PLAN WHERE OCCURS SHEARWALL PER PLAN 2'—O' MAX. (BLOCKING VIEW) 2' 3/4" = OUTRIGGERS 2x4 0 24"oc WITH (3) 16d TO TJI BLOCK TIGHT TO TJI FLANGE FOR NAILS (3) 16d AT BLOCK TJI'S PER PLAN FULL—DEPTH BLOCKING 48"oc BEYOND (NOTCH PER "BLOCKING VIEW") — NOTE! VENTING CALCULATION BY OTHER. A35 PER SW SCHEDULE INTERIOR FRAMING PER ARCH'L 3/4" = 1 9 NOTE: THIS DETAIL IS FOR NON—SHEARWALL EXTERIOR CORNERS. SEE 6/S3.0 FOR EXTERIOR SHEARWALL CORNER CONFIGURATION 8d 0 6"oc PANEL EDGE NAILING EXTERIOR WALL FRAMING PER GENERAL STRUCTURAL NOTES INTERIOR WALL FRAMING PER GENERAL STRUCTURAL NOTES AND ARCH'L TWO STUD OUTSIDE CORNER (PLAN) 3/4" = 1i—on BLOCK AT RAKE OR GAP FOR VENTING PER ARCH'L AT FIRST INTERIOR BAY INTERIOR FRAMING PER ARCM_ WHERE OCCURS SHEARWALL PER PLAN RIGID INSULATION AND TOPPING PER ARCH'L FLOOR SHEATHING NAILING PER PLAN =3" •3-- FRAMING PER PLAN 16d 0 4"oc LVL BEAM PER PLAN SHEARWALL PER PLAN H Th ....4.4 -. .1 f , ,,,,--,-, - -,- -t.litliti. trt=r 1 k WALL ELEVATION 3/4" = L r 8d 0 12"oc PLATE NAILING PER SHEARWALL SCHEDULE FLOOR SHEATHING NAILING PER PLAN A35 PER SW SCHEDULE (3) 10d BOX (2) SIDES OF BLOCKING LJ LJ TJI's PER PLAN BLOCK ONE BAY FULL— DEPTH 0 48"oc WITH LSL 1 RIMBOARD — FIT TIGHT TO TJI 10d BOX TOENAIL EACH SIDE OF LSL TO PLATE 3/4" = 1'-0" 1 0 L J ri ROOF FRAMING PER PLAN LTP4 0 6"oc TO TOP PLATE STEEL STRONG WALL PER PLAN DRILL 2' x 1" HOLE OR NOTCH 2"x2"x1" DEEP MAX. IN SHEATHING & RIM JOIST — SET LOWER NUT FLUSH WITH TOP OF SHEATHING — SSW BASE PLATE SHALL SIT FLUSH & LEVEL ON NUTS 18" MAX. ROD LENGTH FOR SHIMS GREATER THAN W SEE 4/S3.2 HEAW HEX NUTS TOP AND BOTTOM — NUTS SHALL BE SNUG TIGHT L J L J 0 IJ 0 0 0 4x SHIM BLOCK (8" MAX. DEPTH) ATTACH SDS SCREWS TO SHIM BLOCK ADJACENT FRAMING PER PLAN 3/4" = L J PLACE SSW PANEL OVER THREADED RODS AND SECURE WITH HEAVY HEX NUTS (2)A34'S [(1) EACH SIDE] BLOCK SOLID BELOW SSW DRILL WO MAX. HOLE IN TOP PLATE FOR RODS ATTACH TOP OF SSW TO TOP PLATE W/ SDS Y4"x3V SCREWS 3/4" = PLACE SSW PANEL OVER THE ANCHOR BOLTS DIRECTLY ON CONCRETE AND SECURE WITH HEAVY HEX NUTS — NUTS SHALL BE SNUG TIGH), SEE 12/S3.0 FOR ANCHORAGE 3/4" = 1'-0" 1 1 1)09 09 City of Tukwila BUILDING niviqin REVIEWED FOR CODE COMPLIANC APP:°1 OWED AUG 19 20L9 RECEIVED . JUN 092009 PERMIT CENTER 3/4" = 1 2 E HSV Hanioft Smith Valentine Engineers Inc. 100 W. Harrison St., Suite N-100 Seattle, Washington 98119-4189 tel 206 624 4760 fax 208 447 6971 www.hsveng.com Project Manager Dwight Smith tel 206 624 4760 ex. 36 fax 206 447 6971 dsmith@hsveng.com ProjectArchltect Velocipede Architects Inc. 3104 Westem Avenue #102 Seattle, WA 98121 Project e•ht E=P1RF.= Larson Residence 5630 South 147th Street Tukwila, WA 98168 immeDats ImmeDmicHOWn 6/09/09 Permit Set Print Date 6hod09 NI Drawing Title STRUCTURAL DETAILS Drawing Number S3.2 , - 1 \ \ SSW—STK (FACTORY FIRST STORY ADD —STK NAME WHEN EXAMPLE: STANDARD STEEL N / . . . . . _ 0 ) 1 ORDER STRONG—WALL SECOND FLOOR 0000 0 0 ga FOR 0 0 0 1 111 1 -- -- — f Hi LLJ mm I OPTION INSTALLED) WALL TO ORDERING SSW21x9—STK MI MODEL ( 1 1 .. ? VI 0 0 • . • • . • • . 8d © 6"oc TO END RAFTER (3) 16d FACENAIL AT BARGE RAFTER BLOCK IN BETWEEN OUTRIGGER AND SHEATHING NOTCH END RAFTER OVER WALL FOR OUTRIGGERS — SEE WALL ELEVATION MAKE END RAFTER LVL 1Y4x11% (TYP) HEADER PER PLAN WHERE OCCURS SHEARWALL PER PLAN 2'—O' MAX. (BLOCKING VIEW) 2' 3/4" = OUTRIGGERS 2x4 0 24"oc WITH (3) 16d TO TJI BLOCK TIGHT TO TJI FLANGE FOR NAILS (3) 16d AT BLOCK TJI'S PER PLAN FULL—DEPTH BLOCKING 48"oc BEYOND (NOTCH PER "BLOCKING VIEW") — NOTE! VENTING CALCULATION BY OTHER. A35 PER SW SCHEDULE INTERIOR FRAMING PER ARCH'L 3/4" = 1 9 NOTE: THIS DETAIL IS FOR NON—SHEARWALL EXTERIOR CORNERS. SEE 6/S3.0 FOR EXTERIOR SHEARWALL CORNER CONFIGURATION 8d 0 6"oc PANEL EDGE NAILING EXTERIOR WALL FRAMING PER GENERAL STRUCTURAL NOTES INTERIOR WALL FRAMING PER GENERAL STRUCTURAL NOTES AND ARCH'L TWO STUD OUTSIDE CORNER (PLAN) 3/4" = 1i—on BLOCK AT RAKE OR GAP FOR VENTING PER ARCH'L AT FIRST INTERIOR BAY INTERIOR FRAMING PER ARCM_ WHERE OCCURS SHEARWALL PER PLAN RIGID INSULATION AND TOPPING PER ARCH'L FLOOR SHEATHING NAILING PER PLAN =3" •3-- FRAMING PER PLAN 16d 0 4"oc LVL BEAM PER PLAN SHEARWALL PER PLAN H Th ....4.4 -. .1 f , ,,,,--,-, - -,- -t.litliti. trt=r 1 k WALL ELEVATION 3/4" = L r 8d 0 12"oc PLATE NAILING PER SHEARWALL SCHEDULE FLOOR SHEATHING NAILING PER PLAN A35 PER SW SCHEDULE (3) 10d BOX (2) SIDES OF BLOCKING LJ LJ TJI's PER PLAN BLOCK ONE BAY FULL— DEPTH 0 48"oc WITH LSL 1 RIMBOARD — FIT TIGHT TO TJI 10d BOX TOENAIL EACH SIDE OF LSL TO PLATE 3/4" = 1'-0" 1 0 L J ri ROOF FRAMING PER PLAN LTP4 0 6"oc TO TOP PLATE STEEL STRONG WALL PER PLAN DRILL 2' x 1" HOLE OR NOTCH 2"x2"x1" DEEP MAX. IN SHEATHING & RIM JOIST — SET LOWER NUT FLUSH WITH TOP OF SHEATHING — SSW BASE PLATE SHALL SIT FLUSH & LEVEL ON NUTS 18" MAX. ROD LENGTH FOR SHIMS GREATER THAN W SEE 4/S3.2 HEAW HEX NUTS TOP AND BOTTOM — NUTS SHALL BE SNUG TIGHT L J L J 0 IJ 0 0 0 4x SHIM BLOCK (8" MAX. DEPTH) ATTACH SDS SCREWS TO SHIM BLOCK ADJACENT FRAMING PER PLAN 3/4" = L J PLACE SSW PANEL OVER THREADED RODS AND SECURE WITH HEAVY HEX NUTS (2)A34'S [(1) EACH SIDE] BLOCK SOLID BELOW SSW DRILL WO MAX. HOLE IN TOP PLATE FOR RODS ATTACH TOP OF SSW TO TOP PLATE W/ SDS Y4"x3V SCREWS 3/4" = PLACE SSW PANEL OVER THE ANCHOR BOLTS DIRECTLY ON CONCRETE AND SECURE WITH HEAVY HEX NUTS — NUTS SHALL BE SNUG TIGH), SEE 12/S3.0 FOR ANCHORAGE 3/4" = 1'-0" 1 1 1)09 09 City of Tukwila BUILDING niviqin REVIEWED FOR CODE COMPLIANC APP:°1 OWED AUG 19 20L9 RECEIVED . JUN 092009 PERMIT CENTER 3/4" = 1 2 E HSV Hanioft Smith Valentine Engineers Inc. 100 W. Harrison St., Suite N-100 Seattle, Washington 98119-4189 tel 206 624 4760 fax 208 447 6971 www.hsveng.com Project Manager Dwight Smith tel 206 624 4760 ex. 36 fax 206 447 6971 dsmith@hsveng.com ProjectArchltect Velocipede Architects Inc. 3104 Westem Avenue #102 Seattle, WA 98121 Project e•ht E=P1RF.= Larson Residence 5630 South 147th Street Tukwila, WA 98168 immeDats ImmeDmicHOWn 6/09/09 Permit Set Print Date 6hod09 NI Drawing Title STRUCTURAL DETAILS Drawing Number S3.2 1 \ \ SSW—STK (FACTORY FIRST STORY ADD —STK NAME WHEN EXAMPLE: M N / ) 1 Ns NI 0000 0 0 0 0 0 0 0 0 0 0 ...... 7? Hi LLJ mm I OPTION INSTALLED) WALL TO ORDERING SSW21x9—STK MODEL ( 1 1 .. ? • 0 0 . 8d © 6"oc TO END RAFTER (3) 16d FACENAIL AT BARGE RAFTER BLOCK IN BETWEEN OUTRIGGER AND SHEATHING NOTCH END RAFTER OVER WALL FOR OUTRIGGERS — SEE WALL ELEVATION MAKE END RAFTER LVL 1Y4x11% (TYP) HEADER PER PLAN WHERE OCCURS SHEARWALL PER PLAN 2'—O' MAX. (BLOCKING VIEW) 2' 3/4" = OUTRIGGERS 2x4 0 24"oc WITH (3) 16d TO TJI BLOCK TIGHT TO TJI FLANGE FOR NAILS (3) 16d AT BLOCK TJI'S PER PLAN FULL—DEPTH BLOCKING 48"oc BEYOND (NOTCH PER "BLOCKING VIEW") — NOTE! VENTING CALCULATION BY OTHER. A35 PER SW SCHEDULE INTERIOR FRAMING PER ARCH'L 3/4" = 1 9 NOTE: THIS DETAIL IS FOR NON—SHEARWALL EXTERIOR CORNERS. SEE 6/S3.0 FOR EXTERIOR SHEARWALL CORNER CONFIGURATION 8d 0 6"oc PANEL EDGE NAILING EXTERIOR WALL FRAMING PER GENERAL STRUCTURAL NOTES INTERIOR WALL FRAMING PER GENERAL STRUCTURAL NOTES AND ARCH'L TWO STUD OUTSIDE CORNER (PLAN) 3/4" = 1i—on BLOCK AT RAKE OR GAP FOR VENTING PER ARCH'L AT FIRST INTERIOR BAY INTERIOR FRAMING PER ARCM_ WHERE OCCURS SHEARWALL PER PLAN RIGID INSULATION AND TOPPING PER ARCH'L FLOOR SHEATHING NAILING PER PLAN =3" •3-- FRAMING PER PLAN 16d 0 4"oc LVL BEAM PER PLAN SHEARWALL PER PLAN H Th ....4.4 -. .1 f , ,,,,--,-, - -,- -t.litliti. trt=r 1 k WALL ELEVATION 3/4" = L r 8d 0 12"oc PLATE NAILING PER SHEARWALL SCHEDULE FLOOR SHEATHING NAILING PER PLAN A35 PER SW SCHEDULE (3) 10d BOX (2) SIDES OF BLOCKING LJ LJ TJI's PER PLAN BLOCK ONE BAY FULL— DEPTH 0 48"oc WITH LSL 1 RIMBOARD — FIT TIGHT TO TJI 10d BOX TOENAIL EACH SIDE OF LSL TO PLATE 3/4" = 1'-0" 1 0 L J ri ROOF FRAMING PER PLAN LTP4 0 6"oc TO TOP PLATE STEEL STRONG WALL PER PLAN DRILL 2' x 1" HOLE OR NOTCH 2"x2"x1" DEEP MAX. IN SHEATHING & RIM JOIST — SET LOWER NUT FLUSH WITH TOP OF SHEATHING — SSW BASE PLATE SHALL SIT FLUSH & LEVEL ON NUTS 18" MAX. ROD LENGTH FOR SHIMS GREATER THAN W SEE 4/S3.2 HEAW HEX NUTS TOP AND BOTTOM — NUTS SHALL BE SNUG TIGHT L J L J 0 IJ 0 0 0 4x SHIM BLOCK (8" MAX. DEPTH) ATTACH SDS SCREWS TO SHIM BLOCK ADJACENT FRAMING PER PLAN 3/4" = L J PLACE SSW PANEL OVER THREADED RODS AND SECURE WITH HEAVY HEX NUTS (2)A34'S [(1) EACH SIDE] BLOCK SOLID BELOW SSW DRILL WO MAX. HOLE IN TOP PLATE FOR RODS ATTACH TOP OF SSW TO TOP PLATE W/ SDS Y4"x3V SCREWS 3/4" = PLACE SSW PANEL OVER THE ANCHOR BOLTS DIRECTLY ON CONCRETE AND SECURE WITH HEAVY HEX NUTS — NUTS SHALL BE SNUG TIGH), SEE 12/S3.0 FOR ANCHORAGE 3/4" = 1'-0" 1 1 1)09 09 City of Tukwila BUILDING niviqin REVIEWED FOR CODE COMPLIANC APP:°1 OWED AUG 19 20L9 RECEIVED . JUN 092009 PERMIT CENTER 3/4" = 1 2 E HSV Hanioft Smith Valentine Engineers Inc. 100 W. Harrison St., Suite N-100 Seattle, Washington 98119-4189 tel 206 624 4760 fax 208 447 6971 www.hsveng.com Project Manager Dwight Smith tel 206 624 4760 ex. 36 fax 206 447 6971 dsmith@hsveng.com ProjectArchltect Velocipede Architects Inc. 3104 Westem Avenue #102 Seattle, WA 98121 Project e•ht E=P1RF.= Larson Residence 5630 South 147th Street Tukwila, WA 98168 immeDats ImmeDmicHOWn 6/09/09 Permit Set Print Date 6hod09 NI Drawing Title STRUCTURAL DETAILS Drawing Number S3.2