Loading...
HomeMy WebLinkAboutPermit D11-088 - RUSSELL RESIDENCE - NEW HOUSERUSSELL RESIDENCE 14051 35 AV S Dl 1-088 City 4[ukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206- 431 -2451 Web site: http: / /www.TukwilaWA.gov COMBINATION PERMIT - NEW SINGLE FAMILY Parcel No.: 1523049199 Address: 14051 35 AV S TUKW Project Name: RUSSELL RESIDENCE Permit Number: D11 -088 Issue Date: 05/26/2011 Permit Expires On: 11/22/2011 Owner: Name: RUSSELL RONALD W Address: 14051 35TH AVE S , TUKWILA WA 98168 Contact Person: Name: GOTTFRID SNELLMAN Address: 32722 145 PL SE , AUBURN WA 98092 Email: GSBGOTTFRID@YAHOO.COM Phone: 206 -571 -2952 Contractor: Name: G S BUILDERS & DEVELOPERS INC Phone: 206 244 -9822 Address: P.O. BOX 68652 , SEATTLE, WA 98168 Contractor License No: GSBUII*228BL Expiration Date: 07/24/2011 DESCRIPTION OF WORK: CONSTRUCT A 1400 SQ FT SINGLE FAMILY RESIDENCE. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, DRIVEWAY ACCESS, UNDERGROUNDING OF POWER AND STREET USE. VALLEY VIEW SEWER DIST. WATER DIST. 125 TRAFFIC CONTROL. Value of Construction: $156,926.00 Type of Fire Protection: SMOKE DETECTORS Type of Construction: Electrical Service Provided by: Fees Collected: $4,099.55 International Residential Code Edition: 2009 Occupancy per IBC: 22 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 50 c.y. Fill 50 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: Y Profit: N Non - Profit: N Water Main Extension: N Private: Public: doc: IBC- SF7 /10 D11 -088 Printed: 05 -26 -2011 Water Meter: N ** *continued on next page * ** doc: IBC- SF7 /10 D11 -088 Printed: 05 -26 -2011 Permit Center Authorized Signature: Date: 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 the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: S--4/7/ 7/ /-2/21v 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. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 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. doc: IBC- SF7 /10 D11 -088 Printed: 05 -26 -2011 15: Water heaters shall be anchored or stra d to resist horizontal displacement due to ea ake motion. Strapping shall be at points within the upper one -third and r one -third of the water heater's vertical • on. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 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. 19: ** *PLUMBING AND GAS PIPING * ** 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: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures and fittings in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency and Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments. 33: ** *FIRE DEPARTMENT CONDITIONS * ** 34: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 35: 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) 36: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. doc: IBC- SF7 /10 011-088 Printed: 05 -26 -2011 37: These plans were reviewed by Inspect101. If you have any questions, please call Tull/ Fire Prevention Bureau at (206)575 -4407. 38: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 39: Contractor shall notify Public Works Project Inspector Mr. Dave Stuckle at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 40: Work affecting traffic flows shall be closely coordinated with the Public Works Project Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 41: 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. 42: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works (No flushing allowed). Notify Public Works Project Inspector before 12:00 Noon on Friday preceding any weekend work. 43: Any material spilled onto any street shall be cleaned up immediately. 44: Prior to permit issuance, Owner /Applicant shall sign a Hold Harmless Agreement for work within the Public right -of -way. 45: Prior to work within the Public right -of -way, Owner to provide a copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). 46: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 47: 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. 48: The Land Altering Permit Fee is based upon an estimated 50 cubic yards of cut and 50 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 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. 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: Driveway shall be paved for a minimum distance of 20' from the edge of the existing road pavement. 52: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of 5'. 53: The driveway shall be designed and sloped so that drainage from the driveway does not flow onto the existing road surface. 54: ** *PLANNING DEPARTMENT CONDITIONS * ** 55: Per TMC 8.25.020, surfaces used for storage and parking of vehicles in single- family zones shall be a maximum of 1,200 square feet or 10% of the lot surface; whichever is greater. Plan Sheet A.0 shows existing driveway surface at 4,694 square feet. The maximum allowable is 2,040. No new driveway area shall be added to this site. 56: The existing garden shed and the eaves of the existing two -car garage appear to encroach within the required 5 -foot side yard setback area. These structures are considered legally non - conforming, meaning that expansion and certain changes to these structures may not be allowed unless setback standards are met. doc: IBC- SF7 /10 D11 -088 Printed: 05 -26 -2011 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 No. 1)t, i,o9 Project No.: (For office use only) COMBINATION PERMIT APPLICATION - NEW SINGLE FAMILY Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *please print ** I PROPERTY INFORMATION - King Co Assessor's Tax No.: /Sa 3 D 5/9 / 9 9 Site Address: / / 7S / -3S-77,1 i l/E , S . / Th am 4 ( Gv fl ?Si a Property Owners Name: /20/17 Mailing Address: /VO.S/ S77J i41/6" , S, 7-ei/i 6 /LA t 4O 9 / City State Zip CONTACT PERSON - who do we contact when the permit is ready to be issued I Name: . EtA,iIPE`S i EZ-14YI Day Telephone: �Dlo Mailing Address: 3a 7a101 - /XS-7W R.4- CE 3 , E., AZ/t ae../1J a/A ,rO %Z_. E-Mail AddressjS 6fi o ttfr' / ci�yi i70U , cam I GENERAL CONTRACTOR INFORMATION - City State Zip Fax Number. 0253 - 8is 3 - Company Name: _',S, 13e/t4_0-,ea 1- ! :vEcvPE.e,S c Mailing Address: 30? Tao? /XST1, &C 5, E . 4t/8/,e/!J a//- City State Zip C40�G Contact Person: 07'Tj�� /!� DEC i G.4 /`NL Day Telephone: ...24762 S 2/-ca 5J �,�� C� E -Mail Address: QS A 7 t �/^ /�e'< )/ /JO ) . ��rrJ Fax Number: 0,257_-.3 - g e3 - ass es- Contractor Registration Number: P.66/...41�,1t Q L. Expiration Date: TA/ /// PROJECT INFORMATION - Valuation of project (contractor's bid price): $ /4:26) V 80 — Scope of work (please provide detailed information): C _ c›ivs T7Ltt. c: T7 v A J OF' D/1%6 - STOoc 7 7.1010L S //V/S ,e-/-flit f2Czg /D 4Z}G DETAILED BUILDING INFORAMTION - PROJECT FLOOR AREAS PROPOSED SQUARE FOOTAGE Basement 1s<floor /YOO 2nd floor Garage • carport • A//4 Deck — covered • uncovered ❑ A// Total square footage 4/00 qf Sprinklered building? ❑ yes / no Fire suppression system proposed/required? ❑ yes no H: Applieations\Fmms- Applications On tine\2010 Applicationsv -2010 - Permit Application - SFR Combimrion.doc Revised: 7 -20t0 bh Page 1 of 3 ij : WATER DISTRICT . l ❑ ... Tukwila . Water District # 125 ...Water availability provide { SEWER DISTRICT ❑ ...Tukwila ! ...Valley View ❑ .. Renton lgs..Sewer use certificate i! 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") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Bond ❑ .. Insurance ❑ .. FasPment(s) _ ❑ .. Maintenance Agreement(s) • • • PUBLIC WORKS PERMIT INFORMATION - Scope of work (please provide detailed information): /Yea-) C 'iQ7 Lf,t/ F.0)7, inv" 772e. 70 /12e2 6"/ C'/✓4.10 7 SCa./g,e L.. /Alc ,ej20/71 /S/J NS C- /,vE 0,0 /='ieUp,o;r2 i %O ,IOc« Cr OH ,' 2 c7Z.- POU/crL / in f UL� 70 / C(tS� , CALL BEFORE YOU DIG: 1- 800 - 424-5555 PLEASE REFER TO PUBLIC WORKS BULLETIN #1 FOR FEES AND ESTIMATE SHEET. • ❑ .. Highline ❑ .. Renton ❑ .. Seattle PROPOSED ACTIVITIES (MARK BOXES THAT APPLY): ❑ ...Right -of -Way Use - Nonprofit For Less Than 72 Hours ❑ ...Right -of -Way Use - No Disturbance X ...Construction/Excavation/Fill - Right -of -Way ❑ Non Right -of -Way pi ❑ ...Total Cut .5 O Cubic Yards ❑ .. Work In Flood Zone ❑...Total Fill S O Cubic Yards ❑ .. Storm Drainage ❑...Traffic Impact Analysii ❑ ... Hold Harmless - (SAO) ❑ ... Hold Harmless - (ROW) ❑ .. Right -Of -Way Use - Profit for less than 72 hours ❑ .. Right -Of -Way Use - Potential disturbance ❑ ...Sanitary Side Sewer ia" - c°^-11"-cT ❑ .. Abandon Septic Tank .Cap or Remove Utilities ❑ -. Curb Cut is ❑ ...Frontage Improvements ❑ .. Pavement Cut .;l ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ ...Backflow Prevention - Fire Protection " Irrigation " Domestic Water ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation Utility Undergrounding St p�-k 4 wlL -� �'�0✓\1� ❑ ...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 REOUESTING WATER OR SEWER SERVICE Fire line size at property line number of public fire hydrant(s) ❑ ...water ❑ ...sewer ❑ ...sewage treatment MONTHLY SERVICE BILLING TO: Name: Day Telephone: Mailing Address: State Zip City WATER METER REFUND/BILLING: Name: Day Telephone: Mailing Address: state zip ,City 8_WpplicationstFonas- Applications On Lina2010 Applieariam\7 -2010 - Pamit Application - SFR Combinationdoc Revised: 7 -2010 bh Pahe2of3 • [EQUIPMENT AND FIXTURES_ • INDICATE NUMBER OF EACH TYPE OF FIXTURE TO BE INSTALLED AS PART OF YOUR PROJECT. MECHANICAL: 3 W-70 Value of mechanical work $ fuel type: ,)E1 electric ❑ gas _L__ furnace <100k btu IL appliance vent ventilation fan connected to single duct I thermostat wood/gas stove / water heater (electriic)��,Q emergency generator 2-. L+ 4 other mechanical equipment 6 tLe.%.. '.w,v"'� PLUMBING: / Value of plumbing/gas piping work $ 7 l�(�� bathtub (or bath/shower combo) — bidet I clothes washer dishwasher — floor drain �— shower 2 lavatory (bathroom sink) sink 2 water closet water heater (gas) '" lawn sprinkler system gas piping outlets PERMIT APPLICATION NOTES — APPLICABLE TO ALL PERMITS IN THIS APPLICATION — Value of construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. of :.fr U > RIZED A Al..---41101grailIPIIIN, PROPERTY Signature: Print Name: v /i/ GL /,t. A) Day Telephone: Mailing Address: 27. /X5-77.1 �- 6-L i 4i- C4', / Q G & Q 2 City Date: • /// / State Zip Date Application Accepted: Date Application Expires: t Staff Initials: H:\Applications\Fonns- Applications On Line\2010 Applications\7 -2010 - Permit Application - SFR Combination.doc Revised: 7 -2010 bh Page 3 of 3 w�E ��d V31--3G, -70 • p ol-ki N I ry c C 4-r LA.3 SSG i2-L c ►2- �(' 7-1 Li v rin err 1-1-o I) S /2 -9/c oy 2. -V I2 - 3 8 1375 , 3 �,.� ✓ LAv x asag -- u n) , vl t -rz� -►n . 3(.7 ti✓ ,Z - a 1 L( p.- 3 v ( 2 . . . - / Pee. , s t.ra- s3 13,4) pJ D V 1%-? u:as. / n..14 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME j u SSECL (SrQ.) PERMIT # (- e ( (40 ) If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention Water /Sewer /Surface Water Road/Parking /Access A. Total Improvements 3. Calculate improvement -based fees: 2560 eo0 00 -$e*ee- B. 2.5% of first $100,000 of A. $1 S� $250 (1) C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) 5. Enter total excavation volume Sn cubic yards Enter total fill volume 5o cubic yards r 0.00 (4) Use the following table to estimate the grading plan review and permit fee. Use the reater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 - 100 $23.50 101 - 1,000 $37.00 1,001 - 10,000 $49.25 10,001 - 100,000 $49.25 for 1sT 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 - 200,000 $269.75 for lsr 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1sT 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review and Permit Fees $ (5) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1+4+5) $ 3$1 i - 25e766- The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application /plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised 01.01.11 1 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B +C +D) 7. Pavement Mitigation Fee $ 0.00 (6) (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20 -15 (100 %) $10.00 15 -10 (75 %) $7.50 10 -7 (50 %) $5.00 7 -5 (33 %) $3.30 5 -2 (25 %) $2.50 2 -1 (10 %) $1.00 0 -1 $0.00 8. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. $ 2.3 — (8) QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 –100 $37.00 101 –1,000 $37.00 for 1st 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 – 10,000 $194.50 for 1st 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 – 100,000 $325.00 for the 1st 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1st 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approved 09.25.02 Last Revised 01.01.11 2 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter – Deduct ($25) B. Flood Control Zone ($50) C. Water Meter – Permanent* D. Water Meter – Water only* E. Water Meter – Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E $ — –0 (9) 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Allentown/Foster Pt Water (Ord 2177) $ E. Allentown/Foster Pt Sewer (Ord 2177) $ F. Special Connection (TMC Title 14) $ G. Duwamish $ H. Transportation Mitigation $ I. Other Fees $ Total A through I $ ..0.80 —(10) DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ 11 " ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $60.00 per inspection. WATER METER FEE Permanent and Water Only Meters ---- Size (inches) Instal on Cascade Water Alliance RCFC 01.01.2011 — 12.31.2011 T i . Fee 0.75 $600 $6005 $6605 1 $1100 $15,012.50 $16,112.50 1.5 $2400 . 0,02 $32,425 2 $2800 $4:: , 0 $50,840 3 $4400 ;; `6,080 $100,480 4 $7800 $150,125 $157,925 6 $12500 $300,250 $312,750 Approved 09.25.02 Last Revised 01.01.11 emporary Meter $300 2.5" $1,500 3 4/u/g • I �J��1�Q wqs 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.TukwilaWA.gov Parcel No.: 1523049199 Address: 14051 35 AV S TUKW Suite No: Applicant: RUSSELL RESIDENCE RECEIPT Permit Number: D11 -088 Status: APPROVED Applied Date: 04/07/2011 Issue Date: Receipt No.: R11 -01078 Payment Amount: $2,837.15 Initials: WER Payment Date: 05/26/2011 11:22 AM User ID: 1655 Balance: $0.00 Payee: US BANK TRANSACTION LIST: Type Method Descriptio Amount Payment Check 38502280 2,837.15 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - RES MECHANICAL - RES PLUMBING - RES PW BASE APPLICATION FEE PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE 000.322.100 000.322.102.00.00 000.322.103.00.00 000.322.100 000.342.400 000.342.400 000.345.830 640.237.114 Total: $2,837.15 1,942.15 189.00 252.00 250.00 23.50 88.00 88.00 4.50 doc: Receipt -06 Printed: 05 -26 -2011 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 Parcel No.: 1523049199 Address: 14051 35 AV S TUKW Suite No: Applicant: RUSSEL RESIDENCE RECEIPT Permit Number: D11 -088 Status: PENDING Applied Date: 04/07/2011 Issue Date: Receipt No.: R11 -00677 Payment Amount: $1,262.40 Initials: WER Payment Date: 04/07/2011 03:12 PM User ID: 1655 Balance: $1,946.65 Payee: G S BUILDERS & DEVELOPERS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 8332 1,262.40 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - RES 000.345.830 1,262.40 Total: $1,262.40 doc: Receipt -06 Printed: 04 -07 -2011 FNNIS'\\"•\`0A;v%1Ixis I:. • • • '.••• . • . • i INSPECTION RECORD Retain a copy with permit b,// -0E35 • INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300-Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Pro'ect: vssea RES - Type of Inspection: r-7/V4 t A dress:' • /1731+05/ .25 IIV c Date Called: Special instructions: . • . • - • . . • . Date Wanted: . /-1 / Requester: Phone No: a04,-.s-7/-29/ Approved -per applicable codes. 11Corrections required prior to approval. COMMENTS: • n REI ECTION FEE REQUIRE . Prior t next inspection, fee must be L-d-j pai r 6300 Southcenter Blvd., Suite 10'. Call to schedule reinspection. • 4�Approved per applicable codes. Corrections required prior to approval. hvo INSPECTION: RECORD Retain a copy with permit 1 �S INSPECTION NO. • PERMIT NO. CITY OF- TUKWILA BUILDING DIVISION 6300 Southcente blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 P ject: f Type of I vdo 1 LALi Add/r_ieosss:51 `mss l Date Callek / i/ I Special Cstructio tit (.a t Date Wante' / i ` ! i p.m: fJ Requ sfer: Phone No: 0(e--. S ?1.-'olci 51 COMMENTS: /2/i LALi t...... I « 'I k 'I A 0.)12,2j1( --(t...A.A ---Lj Inspector: Date: f ZI n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. '1 INSPECTION NO. CITY..OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 'Q (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 II� '• .,, • --INSPECTION RECORD Q((� Ogg Retain a copy with permit PERMIT NO. Project: cl.ISSgt..[�, caes. Type inspecti : T �� aJ Addre s: i1OS•i ' . � Date Called: i:_ik,A- L rvIFet, ;c,� I Special Instructions: . • . Date Wanted: ,, — a�,,,lrr,. "'"I _( . it P.m. Requester: Phone No: 20(— Sq1 -275/ • Approved per applicable codes. O Corrections required prior to approval. COMMENTS: . C iu.aa.4,14^ 1—% J ( — t�ro✓4✓ 1� p6 IN .t a.At l i ; wvt I— �4 P pfo%a • • • • .--- i Inspe o : Date: AL„,,.„,.. • El SPECTION FEE REQUIRE ,, . Prior to n = t inspection, fee must be INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: 1 11 %F t.t✓ Rc.. . Type of Inspection: PLANWINIG FINIAL-- Address: I N0'31 35 A0 S Date Called: Special Instructions: Date Wanted:. P5—lI Clan) Requester: Phone No: alt‘- 57I -29 '5 1 giApproved per applicable codes. E Corrections required prior to approval. COMMENTS: ,Tru hR s bean rzfrtr°v� G% Inspector: , Date: ri REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. .a?„ Ar s ‘..' . -C-Tf -:.1 ?•.....,......:..:-..; ', -, "a•g3:•'.Ity. . ,, .• -, -:,,. • 'INSPECTION. NOP, CITY OF TUKWILA:BUILAtth .1S 6300 Southcenter Blvd., #100, TukWila. WA 98188 ,:.::::ita2(16-..c3 Permit Inspection Request Line (206) 431,2451 ' -- '.•54'" '''''''' • .• 14A) Pot. Projeq: , sse.,1 e.e,,01k4c.e....: Type of-Inspection: ..;, Pac.,—E,L,. .c.• :....;:;:.::,....:‘,'.1: .;.'.•', :.::i'.... Address: MOS. 1 .c3— P vc. S Date Called: 1 (13/II Special Instructions: Date Wanted: ct /13 I li •Tn--. Requester 60+4f no Phone No: 12 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Orivelpay aperoaci, It rd c)c,44 Co< E Inspector: Date: q 1(3111 ri REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit • INSPECTION NO. PERMIT NO. • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 4c,, (206) 431 -3670 • .. Permit.lnspectidn Request Line (206) 431 -2451 968 • Vroje • ,} 1?✓$ G . , ikr 5 Type of Inspection: _ 'e✓/Q(,� L�' Ll' Address:: Date Called: Special Instriictidnt: Date Wanted:. 9- / / a.cn:- ,;,- Requester: Phone No: `Approved per applicable codes. Corrections required prior to approval. • COMMENTS: Date: 0 REII�SF►ECTION FEE REQUIitED. Prior to nex inspection. fee must be paid it 300 Southcenter Blvd., Suite 100. Call o schedule reinspection. INSPECTION NO. ',1' INSPECTION RECORD Retain a copy wit permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter.Blvd., #100, Tukwila. WA 98188 ig (206) 431 -3670 I ermit Inspection Request Line (206) 431 -2451 Lbii- Z S8 PERMIT NO. Pr ect: - tEi. BPS Type of Inspection: r laat� .z su c�6., (Or1G(J Si J a 1,�i_ A►�� C Address: • • 1.40.1 35 A U5 Date Called: Ytdi .4., n 1 4. i /wI'7 — Special Instructions: . . • -. ,anted:. Date Wanted: 9 I I I �_ :fit.) ca j p.m. Requester: Phone No: rQ46-571 2 S 1 Approved per applicable codes. Corrections required prior to approval. COMMENTS: (Or1G(J Si J a 1,�i_ A►�� C ,�% tof1! 4.L...�_At+$1tilii.;a'>j AAA /.n%P' ) . Ji .. t- I�suf,f _ 4 o Ytdi .4., n 1 4. i /wI'7 — NSPECTION FEE RE IRED. Prior to /next inspection. fee must be ` id at 6300 Southcente lvd.. Suite 100. Call to schedule reinspection. ., • ...z • . ;, • :. ";,ice?` :;i +. ,; • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 12. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 P ect: ASS 12. S .`,iCA. [ Type of Inspection: _ L,L....1__ As -, Address: Nit- 14 o S! 3 S Date Called: ..._ Special Instructions: Date Wanted: — a.m. Requester: Phone No: 2(0 ' S (I ' 2 i $ t Approved per applicable codes. Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to;next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. .I■SPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 , (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 bit -oil Pro ct: -.q SI1�,Q /�- tr -)'rd Type of Inspection: - (_0utl'.P .5`r (loaf (2Jej - Address: 7t I -4 o5 I 35—,x_ Dare Called: Special Instructions: Date Wanted: 'T _ ZS — if — a.m p.m. Requester: Phone '--s 7 ( G qs( ❑ Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 1 Inspect r: (Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee mus be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECT! N O. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Dit -0 C Pro' ct: K.._S3 Ike fir )uc( Type of Inspection: ,CC)k =^G Address: _ 1, 144 051 3S AV,_. Date Called: Special Instructions: Date Wanted: "7 , 7,..5- - l( p.m. Requester: Phone No: '2,to(, -- 5 7 ( .-2. 5- Approved per applicable codes. Corrections required prior to approval. COMMENTS: qJ /7 Inspe tor: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. (Date: B INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 cirD Project: Q i i 5C61-1-- RFS Type of Inspection: r fzAn4II.J C. Address: • i -) o 5 1 25 tl U Date Called: Special Instructions: . Date Wanted: —] -42— 1--1 I m. p.m. Requester: Phone No: A0 Cr— 571 2'S 1 bilfApprvved per applicable codes. a Corrections required prior to approval. COMMENTS: Date: 7 —a j i INSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION. RECORD Retain a copy with permit / PERMIT N0. CITY OF TUKWILA BUILDING DIVISION t4 • 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 NI -088 Pro ect: 1 ,tlSSc,LL Qe S Type of Inspection: atr 1n -,Y.I MPtt h Address: I LkOS 13 5 AO S Date Called: -.,} ,f \ l � ),-.0 C. - , F 1� Special Instructions: Date Wanted: -1 — (71.O -1 ) ..... - a.m. Requester: Due sAt Lfi+l0%.., Phone No: <,0 (rS -J -2-46 1 pproved per applicable codes. a Corrections required prior to approval. COMMENTS: 0 L P A o/ -1-,67-1- - O -m P Imo- {r° < / hlh` I (� -.,} ,f \ l � ),-.0 C. - , F 1� %_,-,) III ..... - c.I J 3 Due sAt Lfi+l0%.., P�� P Date: 7- a o — + 1 E SPECTION FEE REQLRED. Prior to ext inspection. fee must be d at 6300 Southcenter B vd.. Suite 10 . Call to schedule reinspection. 7.1M":"`:71:73741:ArM.57-5714MNRW'7"T.:'11":Klr.'t 'INSPECTION RECORD A9 jdlie- INSPEC ION NO. Retain a copy with permit bik 'DO (43 'S14 PERMIT NO.1- -CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: Q *1) tc-fLI tZc Type of Inspection: ra &Ili in - IN.1 l-ti,4441.-, Address: i 1'051 A'S rt O 61 e / Date Called: Special Instructions: 1 VT I) (C) L',..,./-... - %..A- tk-...i5r•-c, Date Wanted: a.m. —7 —z0—ti <Ian) Requester: Phone No: _c0.0(0 --5-7/ -ac.5 i • Approved per applicable codes. Corrections required prior to approval. 8 COMMENTS: 0 A t • r" J '. A r -Y1/114 61 e / A t L ki 0 i4 > ,..._;) i CASLA, VT I) (C) L',..,./-... - %..A- tk-...i5r•-c, • - Date: 7. 2 INSPECTION FEE EQUIRED. Pe r to next inspection, fee must be. id at 6300 Southce er Blvd.. S.ii e 100. Call to schedule reinspection. • • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 �' (206) 43).3670 Permit Inspection Request Line (206) 431 -2451 do Proj ct: 'g o si _a ( , P---c s' A &t cf. Type Inspe tion: ---- K-06 S �_ ' r ith Address: 14D. _ I at : -s+ Date Called: Special Instructions: Date Wanted: _ a.m. • a Requester: Phone No: ` I / - 21 51. .Approved per applicable codes. 0 Corrections required prior to approval.. COMMENTS: • Inspe( tor: te: Da — �,., I -) - —1 REI SPECTION FEE REQUIRED. Prior to next inspection. fee must be • • ' paiiat 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. •o.%.71. -> "r-9w -. «�, - -w+•: :�iY''..'•.•t •"' -s �-7�^.r •�- .,w- .r.- s-...- .� - 'm'••' •�' 'If • • "'•wT•' 1( INSPECTION RECORD Retain a copy with permit Of ( <3 INSPECTION NO. PERMIT NO. 4.,.0 CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ve, (206) 431 -3670 • Permit Inspection Request Line (206) 431 -2451 Project: ss -I ( Itef: cc_ Type of Inspection: vu J1-G( Ste.- 2. /Shari N, Address: __. 110';1 AtN. S, Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No/! 'Si I ^25 S' Approved per applicable codes. El Corrections required prior to approval. COMMENTS: r Insp • or: •9 • • 4. • •: 3 Date: r e' R INSPECTION FEE REQUIRED. Prior o next inspection,•fee must be id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • • - • .'"'::tr7r.-*/ - • INSPECTION RECORD Retain a copy with permit INSPE ON NO. PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 p, (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: Th./..5Sea /2‘,5 - Type of Inspection: Address: Pia / ..? /111 S Date Called: • Special Instructions: \ Date Wanted: a- /-5-// a.m. Requester: Phone No: 0206-57/ -.1C.1 Approved per applicable codes. Corrections required prior to approval. COM ENTS: S.. ecto / E SPECTION FEE REQUIRED. rior d at 6300 Southcenter Blvd.. Sur Date:, A — o next inspection. fee must be 00. Call to schedule reinspection.. . • ;';-.1 5. '7‘ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 South'center Blvd., #100, Tukwila. WA 98188 rz. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 . Pr 'ect: cIS S L° it le S r 'eit Typof Insppe ion: b ;1; A. 6 D l 14`1 AS Address: -- Q-t. )40..0 i 3_) AiAE. S, Date Called: . Special Instructions: d/#7 N Date Wanted: ^- , t� ` a.m. Requester: P ?.0(Q -5''7I -.2,6I 5 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Insp ctor: Date;/ if REINSPECTION FEE REQUIR D. for to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD. Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF T,UKWILA BUILDING DIVISION 6300 5outhcenter Blvd., #100, Tukwila. WA 98188 9., (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Di, Project: R 2 /SSELL r? FS • Type of Inspection: r o,ra,Ori is Address: /L1D51 35 yi.. S Date Called: . Special Instructions: Date Wanted: a.m. Requester: . Phone No: rC , -57/ -2 (7'S 7 Approved per applicable codes. COMMENTS: aCorrections required prior to approval. ; RAAA-, 1 7.,_., -kXe<-1 Dze....:.• A .... RE SPECTION FEE REQU ED. Prior text inspection, fee must be p id at 6300 Southcenter Blvd.. Suite 100. Call to sch du ele reinspection.. - INSPECTION RECORD. kt..! 'Retain c4y- , ..„ INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION I" 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431-2451 (206) 431-3670 Project: fe-u-SS-e-A (2..-eS.10t eACI Type ofIrispectism, -f-d•J k t N Ca, Address: -. 1-4651 3_.s Avi S, Date Called: Special Instructions: 0.5())7-3-61( Date Wanted: a.m. Requester: Phone No 2706-57 I -7-15/ Vj.pproved per applicable codes. OCorrections required prior to approval. COMMENTS: 'Z€--/ -....:÷NGA A \tA k.0 C.4)G1-11-"An ‘Lt, Q\-t( 1/ El SPECTION FEE R pUIRED.PIA:-L-ior t next inspection, fee must be aid at 6300 Southcente Blvd.. Suite 101. Call to schedule reinspection. :•• .411ell, .v INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit - og PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 _ _ 206- 575 -4407 :.Y Pr 'ect: f<zsS/l r• \ RQSi J -ec � - Type of Inspection:, r e_ c% IN) 64 ... A-05: (:).ovvc.e._ Address: ii2106-I 3 S- Suite #: 5 Contact Person: ; r.sr C. Special Instructions: Permits: - • Phone No.: aile 5 pproved per applicable codes. Correc'iions required prior to approval. COMMENTS: Date: 9//z, /7 t • , . Fire Alarm: Hood & Duct: c , -e- ; r.sr C. — 6 (C Permits: - • Occupancy Type: aile 5 i_e_ rJ . Qs Needs Shift Inspection: — Date: 9//z, /7 t Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: - • Occupancy Type: Inspector: /A_ SI: Date: 9//z, /7 t Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 ..s T.F.D. Form F.P. 113 t. These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field the Public Works utilities inspector Date: By: 5/1.xj1k inspection by M i zz OND tk 00 ,O-,OOZ 3Nfl J.1z13d02dd IUD „01-, Otr z a 0 U- v! 0 O N d) II- 0 „0,6zI REVIEWED FOR . 9 CODE C®MP TAN 3Nn ,llzl3dO�Jd �[ . AP 4ioV ED „o -,00z MAY 9 5 2011 IMO >"7'8139 City of Tula BUILDING DIVISION r ado3a „01 NV'030 „8 z 4 J F 2 O OW H F 4. fo 00 00 6/u203 in n rd OtS d$ Q al o4 CORRECTION Gs Builders 4 Devl,, Inc, Excellence Since 1964 Phone 253 - 833 -1534 Fax 253 - 833 -3585 gsbgottfr ahoo. co m www.GSBUILD4UCOM cN co Qi °3 c0 — d 6' � _c to al 9 m Co c 3 0 O � CY`�F- RECEN�� CITE OF TU MAY 09 2011 PERMIT CENg1:e DATE 4/4/I1 R' ISD� //, s• 1" = 20' DRAUJNGA 0 No. i\ \u0 -,BZ \ Q �I o�. i 1 . 1.\\„._.. -..1 4 _ -INr ado3a „01 NV'030 „8 z 4 J F 2 O OW H F 4. fo 00 00 6/u203 in n rd OtS d$ Q al o4 CORRECTION Gs Builders 4 Devl,, Inc, Excellence Since 1964 Phone 253 - 833 -1534 Fax 253 - 833 -3585 gsbgottfr ahoo. co m www.GSBUILD4UCOM cN co Qi °3 c0 — d 6' � _c to al 9 m Co c 3 0 O � CY`�F- RECEN�� CITE OF TU MAY 09 2011 PERMIT CENg1:e DATE 4/4/I1 R' ISD� //, s• 1" = 20' DRAUJNGA 0 No. STRUCTURAL CALCULATIONS — USING IBC 2006 FILE COPY Permit No.a P/N 1523049199, 1400 S.F. RAMBLER 405135TH AVE S I TUKWILA I WA 98188 For: GS Builders & Developers REVIEWED Fob CODE COMPLIANCE AMMO MAY 9 5 2011 City otTukwila GUILDING DIVISION CONTRACTOR: DO NOT USE THESE CALCULATIONS FOR CONSTRUCTION. SEE FULL SIZE SHEETS FOR ENGINEERING REQUIREMENTS. 94R'"074R.,s ? '1oR RECEIVED CITY OFTUKWIIA [MAY :0.920111 PERMITCEMP CITYOFTUI MAr 09.2011 MITCENFER EXPIRES MAY 21. 2012 Project No. 20144 ASPEN CREEK ENGINEERI G = strpkgral E_ ngineering 1402 Lk Tapps Pkwy E, Ste 104 - #3I40 R R E CT IV Auburn, WA 98092 (253) 929 -6562 %' #, I "'� Aspen Creek Engineering Project:P /N 1523049199 1400 SF Lee Andrews CALCULATIONS TABLE OF CONTENTS Project No. 20144 5/9/2011 1 OF 32 I. SCOPE OF WORK II. DEAD LOAD AND LIVE LOAD III LOAD COMBINATIONS .4. ASCE 7- 052.4.1 -3, 12.14.3.2.2 & 12.14.3.2.3 USING ALLOWABLE STRESS DESIGN IV. WIND LOADS A. ASCE 7 -05 6.4 SIMPLIFIED PROCEDURE B. .ASCE 6.4.21 WIND W.4RD AND LEEWARD NET PRESSURES C. WIND PRESSURES, PLF D. DETERMINE WIND SHEAR ON SHEAR WALLS AND WIND NET HOLDOWN LOAD V. SEISMIC LOADS A. IBC SECTION 1615 - EARTHQUAKE LOADS - SITE GROUND MOTION B. IBC SECTION 1616 EARTHQUAKE LOADS - CRITERIA SECTION C. IBC SECTION 1617 EARTHQUAKE LOADS - MINIMUM DESIGN LATERAL FORCE AND RELATED EFTS D. DETERMINE SEISMIC SHEAR ON SHEAR WALLS AND SEISMIC HOLDO WN FORCE V/. SHEAR AND OVERTURNING ON SHEAR WALLS A. IBC SECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL- FORCE - RESISTING SYSTEMS B. IBC SECTION 2306.3/2306.4 .4 LLOWABLE SHEAR C. BOLTS TO CONNECT SILL PLATES TO FOUNDATION FOR SHEAR, ANCHOR BOLTS D. SHEAR WALL SCHEDULE E. HOLDO WN FORCES WALLS VII. CHORD TIES AND DRAG STRUTS A. NDS SECTION 11.3.1 TABLE 11N & IBC TABLE 2304..9.1 VIII. BEAMS AND HEADERS / POST STUDS .4. NDS DESIGN FOR BEARING B. NDS SECTION 4.1 7 2.3.2 BEAM /HDRS /1ST /RAFT DESIGN/ NDS SECTION 3.7.1.5 & 3.9.2 POST /IBC SECTION 2306.2 STUDS 1X FOUNDATION DESIGN A. PERIMETER FOUNDATION B. SPREAD FOOTINGS APPENDIX A - REDUCED PLANS WITH CALCULATION MARKS Aspen Creek Engineering Project:P /N 1523049199 1400 SF Lee Andrews Project No. 20144 5/9/2011 2 OF 32 I. SCOPE OF WORK Perform lateral and gravity analysis on residential structure using Allowable Stress Design for wood elements and Ultimate Strength Design for foundation elements. Mark -up full size architectural sheets with engineering requirements and attach full size S sheet(s) with remaining engineering requirements. The perscriptive method for lateral loads does not apply since the engineering calculations and requirements are provided by this engineering per IBC Chapter 16 and ASCE 7 -05. PROJECT: P/N 1523049199, 1400 S.F. Rambler SITE ADDRESS: 4051 35th Ave S, Tukwila, WA 98188 DESIGN CODES: International Building Code, 2009, ASCE Standard 7 -05 NDS National Design Specification for Wood Construction ACI Building Code Requirements for Reinforced Concrete Seismic Design Parameters USGS Open -File Report 01-437 DESIGN CRITERIA: WIND EXPOSURE: B, BASIC WIND SPEED 85 MPH SEISMIC DESIGN CATEGORY: D SITE CLASS: D MCE Parameters: Central Latitude = 47.45, Central Longitude = - 122.27 le := 1.0 55 := 133.7% 5 := 46.0 %(g) Fa := 1.0 Sds := 89.2% R := 6.5 Bearing Wall System, F =(F x Sds / R) x W FLOOR /DECK: Live Load = 40 psf, Dead Load = 10 psf BALCONY: Live Load = 60 psf, Dead Load = 10 psf ROOF: Live Load (snow) = 25 psf, Dead Load Comp = 17 psf MAX ALLOW SOIL BEARING USED = 1500 psf WORKMANSHIP: All workmanship shall conform to the International Building Code, 2009, Chapter 18 & 19 for foundations and Chapter 23 for framing. Except the Braced Wall Line Requirements do not apply. This is because this engineering includes the lateral design to resist forces specified in IBC Chapter 16 and ASCE 7 -05. Minimum nailing shall be per table 2304.9.1 of the IBC unless noted otherwise on attached drawings. MATERIALS: All metal in contact with treated wood to be hot dipped galvanized. This is not required for wood treated with borrat. If the building department that provided the permit approves of non - treated sill plates, this is acceptable, provided they are protected from concrete as specified by that department. Minimum grade of wood assumed for: Beams (visually graded per WCLIB, WWPA): Doug Fir No. 2 or better Joists and Rafters: Hem Fir No. 2 or better Studs: Hem Fir stud grade or better (unless noted otherwise on framing plans) Glue -Lam Beams: Fb = 2400 psi min DF /DF Posts: Doug Fir No. 2 or better All hardware shall be simpson brand or equal. Concrete 28 day strength 3000 psi Reinforcing steel deformed bars: ASTM A615 Grade 40 MATHCAD Reference 0 Reference:C: \Documents and Settings \Lee \My Documents\Aspen Creek Engineering \Structural Functions 85 mph.xmcd Aspen Creek Engineering Project:P /N 1523049199 1400 SF Lee Andrews II. DEAD AND LIVE LOADS COMP /METAL ROOF: Comp 3 Ply 2 Framing 9 Ceiling 2 Misc. 1 Roof Dead 17 Roof Snow 25 Roof Total 42 psf Comp := 3 • psf FLOORS /DECKS: Flooring Ply Framing Misc. Floor /Deck Dead Floor /Deck Live Table 1607.1; 6; & 27 40 psf FLR Total 50 psf 1.0 psf 2.0 2.5 4.5 10.0 Ply := 2.psf Framing := 9.psf DLroof Comp + Ply + Framing + Ceiling + Misc 5roof 25•psf Eroof DLroof + 5roof Flooring := 1•psf Snow load on root Total load on roof Ply := 2.psf DLfloor Flooring + Ply+ framing + Misc LI-floor 40.psf Efloor DLfloor + LLfloor DLWaII := 10•psf Live load on floor Total load on floor Dead load on roof Framing := 2.5.psf Dead load on floor Assumed self - weight of wall Project No. 20144 5/9/2011 3 OF 32 Ceiling := 2.psf Misc := l •psf DLroof = l 7 psf E roof = 42 psf Misc := 4.5.psf DI-floor = l 0 psf Efloor = 50psf DLWaII = 10 psf III. LOAD COMBINATIONS A. ASCE 7 -05 24.1 -3, 1214.3.22 & 1214.3.23 USING ALLOWABLE STRESS DESIGN SINGLE FAMILY RESIDENCES AND DUPLEXES The following are the applicable load combinations listed in the codes critical for evaluating the structure. ASCE Section 2.4.1 Dead + Live Load + Snow Dead + Live + 1.3 x Wind + Snow /2 Dead + Live + (1.3 x Wind) /2 + Snow 0.67 Dead + Wind [ASCE 2.4.1 -3 ] For Beams, Rafters, Headers, Joist, Int. Posts, Ftgs [ IBC 16 -18 ] For elements with wind /seismic perp to member [ IBC 16 -19 ] For elements with wind /seismic perp to member [ ASCE 2.4.1 -7 ] For Shear Walls, Holdowns, Flr, Rf. Diaph. & related elements ASCE Section 12.14.3.1.3 For holdowns & Drag Struts; without overstrength factor. (0.6 - 0.14•Sds)•D + (0.7)•QE ASCE Section 12.14.3.2.2.2 & .3 For holdowns & Drag Struts; with overstrength factor. (0.6 - 0.14•Sds).D + (1.75/1.2)•QE = (0.67 - 0.14•Sds).D + 1.46•QE Aspen Creek Engineering Project:P /N 1523049199 1400 SF Lee Andrews 0 IV. WIND LOADS A. ASCE 7 -05 6.4 SIMPLIFIED PROCEDURE BASIC WIND SPEED /EXPOSURE V35 := 85 Basic Wind Speed (figure 6 -1) ASCE 7 - 6.4 SIMPLIFIED WIND LOAD PROCEDURE Project No. 20144 5/9/2011 4 OF 32 LOW RISE GROUP R -3 STRUCTURE with simple diaphragm, flat, gabled or hipped roof and having a mean roof heigl not exceeding the least horizontal dimension or 60 feet, whichever is less. roof 15 ft Mean Roof I (eight (Avg. of ht. of eve and max roof ht.) Exp := 2 Exposure Category (2 = B, 3 = C, 4 = D) IN,•= 1.00 • X := ( Exp , proof) X = 1.00 B. ASCE 6.4.21 WINDWARD AND LEEWARD NET PRESSURES Equation 6 -1 (ASCE 7) I := 1.0 Topo factor at mean roof height I ASCE 6.5.7 I Roof Slope: 5:12 0 := atan 5 12) 0 = 22.6 deg TRANSVERSE MAIN FORCE RESISTANCE SYSTEM, Ps30 Transverse Horizontal Loads, assumes h =30, I = 1 A - End zone of wall A := Transverse(2,0)•psf A = 15.1 psf B - End zone of roof := Transverse(3,0)•psf B = -0.8 psf Transverse Vertical Loads, assumes h =30, I = 1 E - End zone of windward roof E := Transverse(6,0)•psf E = -9.9 psf Importance Factor (1b1 6 -1) Adj. Factor for Bldg I It. and Exposure I ASCE Fig 6 -2, page 4 I Ps30 = Simplified design wind pressure, min = 10 psf C - Interior zone of wall C := Transverse(4,0)•psf C = 10.5 psf F - End zone of G - Interior zone of leeward roof windward roof F := Transverse(7 ,0) •psf F = -9.1 psf G := Transverse(8,0)•psf G = -7 psf D - Interior zone of wall D := Transverse(5 ,0)•psf D = 0.2 psf H - Interior zone of leeward roof H := Transverse(9,0)•psf = -7.1 psf Transverse wind load at wall P530 I := C (I7.nd zone does not control by inspect) p530 I = 10.5 psf P I T X•Kzt•Iw•P530 I PIT= 10.5psf PIT:= max(PIT,10•psf) PIT= 10.5psf Transverse windward uplift on roof P530_2 G P530_2 = -7 psf P I UT X•Kzt•Iw•P530 2 P I UT = -7psf PIUT:= min(PIUT,- l0•psf) PIUT = - l O psf Aspen Creek Engineering Project:P /N 1523049199 1400 SF Lee Andrews D Transverse wind Ipad at roof Transverse leeward uplift on roof P530_3 :_ D 1,530_3 = 0.2 psf (I'_nd one does not control by inspect) P2T X•iCzt'Iw'P530 3 P2T := max(P2T,1 Cs' psf) F2T = 0.2 psf P2T = 10psf P530_4 II P530_4 = —7.1 psf P2UT P2UT LONGITUDINAL MAIN FORCE RESISTANCE SYSTEM, P530 Longitudinal Horizontal Loads, assumes h =30, I = 1 A - End zone of wall A := Longitudinat(2 ,A) •psf A= 15.1 psf C - Interior zone of wall C := Longitudinal(4,0)•psf C = 10.5 psf Longitudinal Vertical Loads, assumes h =30, I = 1 E - End zone of F - End zone of windward roof leeward roof E := Longitudinal(6 ,0) • psf F := Longitudinal(7,0)•psf E = —9.9 psf F = —9.1 psf Kzt'Iw'1,530 4 mm(P2UT,- 101p5f) G - Interior zone of windward roof G := Longitudinal(8,o)•psf G = —7 psf Project No. 20144 5/9/2011 5 OF 32 P2UT = —7.1 psf P2UT = —10psf H - Interior zone of leeward roof h := LongitudinaI(9,0)•psf h = —7.1 psf Longitudinal wind load at wall /roof 1,530 I C P2L '_ X'I zt'Iw'9530 I P2L := max(P2L,10•psf) P2L = 10.5 psf P2L = 10.5 psf Longitudinal windward uplift on roof P530_2 G P I UL X•ICzt•lw'1,530 2 P I UL min(P UL,- 10•psf) PIUL = -7psf PIUL= -10psf Longitudinal leeward uplift on roof P530_4 := h P2UL X'Kzt'lw'1,530 4 P2UL = —7.1 psf P2UL min(P2UL,- 10•psf) P2UL = —10psf Aspen Creek Engineering Project:P /N 1523049199 1400 SF Lee Andrews Project No. 20144 5/9/2011 6 OF 32 Aspen Creek Engineering Project:P /N 1523049199 1400 SF Lee Andrews C. WIND PRESSURES, PLF wI := P2T•6.5•ft +PIT•5•ft w1 = 117.5plf w2 := P I T• 10.ft Length Between Shear Walls L 1 := 50 ft L2 := 28•ft w2 = 105 plf D. DETERMINE WIND SHEAR ON SHEAR WALLS AND WIND NET HOLDOWN FORCE See attached 1/8" scale copies of floor plans for shear wall locations. SHEAR ON EACH SHEAR WALL Wall A: Wall B: La := 10.ft Lb := 7•ft w1 •L1 .0.5 w1 •L1 .0.5 vb :- Lb vb = 419.6 plf va La va = 293.7 plf Wall C: Lc := 16.5.ft + 15.5•ft w2 L2.0.5 Wall D: Ld := 10.ft +9.ft w2•L2.0.5 vc := Lc vd := Ld vc = 45.9 plf vd = 77.3 plf OVERTURNING MOMENT ON SHEAR WALLS Shear Length Wall I-lW9 := 9.ft A La := 10.ft B Lb I := 7•ft C Lc 1 := 15.5.ft D Ld l := 9.ft Overturning Moment Ma1:= va -La 1•h1W9 Mb I := vb•Lb! •hlW9 Mcl:= vc•Lcl•hW9 Md l := vd•Ld I •hW9 Mai = 26432.1 Ibf•ft Mb I = 26432.1 Ibf•ft Mc I = 6405.4Ibf•ft Md I = 6264 Ibf•ft Project No. 20144 5/9/2011 7 OF 32 Aspen Creek Engineering Project:P /N 1523049199 1400 SF Lee Andrews SHEAR WALL DEAD LOAD RESISTING MOMENT DLroof = 17psf DLfloor = 10psf hW9 := 8•ft Shear DL on roof Wall Al DLfIr al 2•ft•DLroof•La 1 DLfIr a I = 340119f Project No. 20144 5/9/2011 8 OF 32 DL on wall Dead Load Resisting Moment DLwall a 1 hW9•DLwall•La 1 DLwall a = 800112f B1 DLfIr b l 2•ft•DLroof•L19 I DLwall b 1 hW9•DLwall•Lb 1 DLfIr _191 = 238119f DLwall b = 5601bf C1 DLfIr c l 15•ft•DLroof•Lc I DLwall c l hW9•DLwall•Lc I DLfIr c = 3952.5119f DLwall c I = 12401bf D1 DLfIr di 15 ft•DLroof•Ld I DLwall d 1 1-1W9•DLwall'Ld DLfIr di = 2295119f DLwall d I = 720 Ibf EDLa I DLfIr a I+ DLwall a I EDLa = 11401bf MDL a l EDLa 1 •La l •0.5 MDL a I = 5700119f•ft EDLb1 DLfIr bl +DLwall bl EDLb I = 798119f bl EDLbl'Lb1•0.5 MDL MDL b I = 27931bf•ft EDLc 1 := DLfIr c I+ DLwall c l EDLc = 5192.5119f MDL c l EDLc l •Lc l •0.5 = 40241.9Ibf•ft MDL c I EDLd := DLfIr du DLwall d l EDLd I = 3015119f MDL dl :=EDLd•Ld•0.5 MDL d 1 = 13567.5lbf•ft Aspen Creek Engineering Project:P /N 1523049199 1400 SF Lee Andrews HOLDOWN FORCES WALLS A Fa l :_ B Fb 1 :_ C Fc I :_ D Fd 1 :- Mal - 0.6•MDL aI Lai Mb - 0.6•MDL bI Lb I Mcl- 0.6•MDLcI Lc I Mai - 0.6•MDL d l Ld l Fa l = 2301.2 119f Fb I = 3536.6Ibf Fc I = - 1144.5Ibf Fa' = - 208.5Ibf Project No. 20144 5/9/2011 9 OF 32 Aspen Creek Engineering Project:P /N 1523049199 1400 SF Lee Andrews WIND SHEAR WALL SUMMARY Shear Wind Shear Net Holdown Force Wall Al va = 293.7pIf Fa 1 = 2301.2 Ibf W B1 vb = 419.6pIf Fb1 = 3536.61bf W Cl vc = 45.9plf Fc 1 = -1144.5 Ibf W D1 vb = 77.3 pIf Fd 1 = -208.5119f W Project No. 20144 5/9/2011 10 OF 32 Aspen Creek Engineering Project:P /N 1523049199 1400 SF Lee Andrews V. SEISMIC LOADS A. EARTHQUAKE LOADS - SITE GROUND MOTION ASCE 7 -05 (see next sheet for printout from Seismic Design Parameters USGS Open -File Report 01 -437) le = 1.00 Importance factor ASCE'1'bl 115 -1 D Site class soil factor l . \SCI ' bl 20.3 -1 Class D Residential seismic design category I ASCE '16I 11.6 -1 55 = 133.7% Mapped spectral accelerations for short periods fa = 1.00 Short- period site coefficient I ASCE Tbl 11.4 -1 Sds = 0.67 • Fa • Ss Design spectral aced parameters for short periods I ASCE 11.4 -3 Project No. 20144 5/9/2011 110F32 5d5 = 89.2% Aspen Creek Engineering Project:P /N 1523049199 1400 SF Lee Andrews INSERT`MCE:Parame ers H R Aspen Creek Engineering Project:P /N 1523049199 1400 SF Lee Andrews Project No. 20144 5/9/2011 13 OF 32 B. ASCE 7 -05 - SIMPLIFIED LATERAL FORCE ANALYSIS PROCEDURE FOR SEISMIC LOADS Section 12.14.8.1 Simplified analysis procedure for seismic design of buildings Note: W = total dead load plus 20% of snow where flat snow loads exceed 30 psf R = 6.5 Response Modification Factor I ASCIs TN 12.14.1 Num Stories := 1 F := f(Num Stores) F =1 DLroof = 17 psf DI-floor = 10 psf Determine w1 Ltransv 28.ft Width of bldg Roof Weight (per foot) Factor for determining base shear, based on number of stories Nowall transv 4 Number of walls pep to transverse hmain := 9•ft Main wall height Determine w2 Llong 50.ft 1,ength of bldg Nowall_long 5 Number of walls perp to long W := Lt DL +amain DL wall' No W = 656 If Wrf transv •— ransv roof 2 wall transv rf_transv — p hmain Wrf long Llong•DLroof+ 2 DLwall.NOwall_long Total Weight Wtransv Wrf_transv Wlong Wrf_long Wtransv = 656 plf Wlong = 1075 plf Wrf_long = 1075 plf Design Base Shear S s Gis Vtransv := F' R Wtransv Vtransv = 90 plf Vlong F S 'Wlong Vlong = 147.5 plf Vertical Distribution [ ASCE 12.14.8.2 ] Wrf transv Wrf long Ftransv I := Vtransv' W Ftransv I = • 90 plf Flong I Vlong' W Flong I = 147.5 plf transv long Seismic load per level ET I Ftransv I w := 0.7•ET I EL2 Flong I w2 := 0.7•EL2 w1 = 63 plf w2 = 103.3 plf Aspen Creek Engineering Project:P /N 1523049199 1400 SF Lee Andrews C. ASCE 7 -05 SECTION 123 DIAPHRAGM IRREGULARITIES Section 12.3 There are no irregularities in this structure. Project No. 20144 5/9/2011 14 OF 32 D. DETERMINE SEISMIC SHEAR ON SHEAR WALLS AND SEISMIC NET HOLDOWN FORCE See attached 1/8" scale copies of floor plans for shear wall locations. SHEAR ON EACH SHEAR WALL Wall A: Wall B: La = 10 ft Lb = 7ft w1 •LI .0.5 w1 -L1.0.5 va := La V12 :— Lb va = 157.5 plf vb = 225.1 plf Wall C: Wall D: Lc = 32 ft Ld = 19 ft w2 • L2.0.5 w2 • L2.0.5 vc := Lc vd :— Ld vc = 45.2 plf vd = 76.1 plf OVERTURNING MOMENT ON SHEAR WALLS Shear Length Overturning Moment Wall NW9 := 8.ft A La I = 10 ft Mai := va • La I .11W9 Mai = 12603.3 Ibf• ft B L1 = 7ft Mb I := vb•Lb I •t1W9 Mb I = 12603.3Ibf•ft C Lc 1 = 15.5ft Mc 1 := vc•Lc 1 •hW9 Mc 1 = 5602.2Ibf•ft D Ld I = 9ft Mai := vd•Ld I •1-1W9 Md 1 = 5478.5112f•ft Aspen Creek Engineering Project:P /N 1523049199 1400 SF Lee Andrews SHEAR WALL DEAD LOAD RESISTING MOMENT DLroof = 17 psf DI-floor = 10 psf 11W9 • = 8.ft Shear DL on roof Wall Project No. 20144 5/9/2011 15 OF 32 DL on wall Dead Load Resisting Moment Al �W9'DLwall'La I DfIr a l roofa I Dwall a l DLfir a I = 340 lbf DLwall a I = 800 Ibf EDLa I DLfir a l+ DLwalla! EDLc = 1140112f MDL al :=EDLa1•La1.0.5 = 5700Ibf•ft MDL al 61 DLfir b l 2•ft•DLroof'L2 I DLwall b 1 11W9'DLwall'Lb I EDLb I DLfir b I+ DLwall b I DLfir b I = 238119f DLwall b 1 = 560119f EDLb = 7981bf C1 DLfir c l 15•ft•DLroof'Lc I DLwall c I I1W9'DLwall'Lc I DLfir c I = 3952.5119f D1 c I = 1240119f D1 DLfir d I 15• ft' DLroof'Ld DLfir d I = 2295 Ibf I 11W9•DLwall'Ld DLwall d DLwall d I = 720 lbf b l := EDLb 1 ' Lb I .0.5 MDL MDL b I = 2793Ibf•ft EDLc 1 := DI-fir c 1+ DLwall c I EDLc I = 5192.5119f MDL c l EDLc •Lc 1 -0.5 MDL _c I = 40241.9112f•ft EDLd I DLfir d I+ DLwall d I EDLd I = 30151bf MDL _d 1 EDLd I .Ld I .0.5 MDL d = 13567.51bf•ft Aspen Creek Engineering Project:P /N 1523049199 1400 SF Lee Andrews (Section 12.14.3.2.2 & 3) With overstrength factor for holdowns, dragstruts (0.6 - 0.14•Sds)•D + (0.7)•QE = (0.6 - 0.14•Sds)'D + 0.7•QE 0.7 hDfactor := 0.7 f :_ .6 — .14•5ds hDfactor = 1 f = 0.475 E. HOLDOWN FORCES WALLS MaI'hDfactor —f'MDL a A Fa I • _ La I Mb1'hDfactor —f•MDL bl B C D Fb I :— Fd1:_ Lb I Mc I'Dfactor — f'MDL c I Lci Md I'Dfactor — f'MDL d I Ld l Fa I = 989.51bf Fb I = 1610.91bf Fc I = —872.1 Ibf Fd = — 107.51bf Project No. 20144 5/9/2011 16 OF 32 Aspen Creek Engineering Project:P /N 1523049199 1400 SF Lee Andrews Shear Wall SEISMIC SHEAR WALL SUMMARY Seismic Shear Al va = 157.5 plf 1 B1 vb = 225.1 plf 2 Cl vc = 45.2 plf D1 vd = 76.1 plf Seismic Holdown Force Fa I = 989.5112f S 8d @ 4 ", 4 -0, HDU4 or s4; 294, 158 ft, 1 = 1610.91bf S 8d @ 3 ", 3 -0, HDU5 s4; 420, 225 Fc 1 = —872.1119f S Fd1 =- 107.5112f S Project No. 20144 5/9/2011 17 OF 32 OR STHD1ORJ, s2 OR STHD14, s2 or Aspen Creek Engineering Project:P /N 1523049199 1400 SF Lee Andrews Project No. 20144 5/9/2011 18 OF 32 VI. SHEAR AND OVERTURNING ON SHEAR WALLS A. IBC SECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL-FORCE-RESISTING SYSTEM Section 2305.3.4 Maximum Height -Width Ratio of Shear Walls other than Seismic 3.5:1 For Seismic 2:1* * For seismic loads walls from 2:1 up to 3.5:1 multiply allow shear by 2 *w /h. Section 2305.3.9 The shear values for material of the same type and capacity applied to both faces of the same wall are cumulative Section 2305.3.11 HOLE IN WASHER MAY BE DIAG. SLOTTED - WIDTH MAX = 3/16" LARGER THAN THE BOLT DIAMETER - MAX LENGTH = 1 -3/4" IF STANDARD CUT WASHER IS PLACED BTWN WASHER AND NUT. For Seismic Shear over 350 plf (ASD), a 3" nominal sill plate is to be used. Except where the load is less than 600 plf (ASD), a 2" nominal sill plate is permitted if the sill plate is anchored by two times the number of bolts required by design and the 0.229" x 3" x 3" square washer. B. IBC SECTION 2306.3/2306.4 ALLOWABLE SHEAR FOR WOOD DIAPHRAGMS FOR ROOF, FLOOR AND WALLS The allowable shear capacity is given in Table 2306.3.1 for horizontal, (floor, roof) wood structural panel diaphragms. For Hem Fir multiply by 0.82 The allowable shear capacity is given in Table 2306.4.1 for wood structural panel shear walls. Wind loads shall be increased 40% for wind design. For Hem -Fir multiply by 0.82. Recommended Wind Shear 'IBC 2306.3.2; "lb1 2306.4.1 for Wallsl (Plywood, OSB) HEM FIR studs, stud grade Hem Fir Jsts /Roof Frmg Panel Edge Wall Shear Roof /Floor Nailing blocked unblocked plf plf Hem Fir Doug Fir 3/8" Min. Shtg 8d nails WIND 6" 220.1.4..82 = 252.6 220.1.4 = 308 2x framing 4" 320.1.4•.82 = 367.4 320.1.4 = 448 3" 410.1.4•.82 = 470.7 410.1.4 = 574 Hem Fir 7/16" Min. Shtg 8d nails WIND 6" 240.1.4•.82 = 275.5 240.1.4 = 336 180..82 = 147.6 2x framing 4" 350.1.4..82 = 401.8 350.1.4 = 490 3" 450.1.4•.82 = 516.6 450.1.4 = 630 15/32" Min. Shtg 8d nails WIND 6" 260.1.4..82 = 298.5 260.1.4 = 364 2x framing 4" 380.1.4..82 = 436.2 380.1.4 = 532 3" 490.1.4•.82 = 562.5 490.1.4 = 686 10d nails WIND 4" 460.1.4..82 = 528.1 460.1.4 = 644 2x framing Aspen Creek Engineering Project:P /N 1523049199 1400 SF Lee Andrews Recommended Seismic Shear 'IBC 2306.3.2; Th 2306.4.1 for Walisi (Plywood, OSB) HEM FIR studs, stud grade Hem Fir Jsts /Roof Frmg Project No. 20144 5/9/2011 19 OF 32 Panel Edge Wall Shear Roof /Floor Nailing blocked unblocked plf plf Hem Fir Doug Fir Hem Fir 3/8" Min. Shtg 8d nails SEISMIC 6" 220..82 = 180.4 * 220 = 220 * 2x framing 4" 320..82 = 262.4 * 320 = 320 * 3" 410•.82 = 336.2 * 410 = 410 * 7/16" Min. Shtg 8d nails SEISMIC 6" 240..82 = 196.8 * 240 = 240 * 180 -.82 = 147.6 2x framing 4" 350•.82 = 287 * 350 = 350 * 3" 450•.82 = 369 * 450 = 450 * 15/32" Min. Shtg 8d nails SEISMIC 6" 260..82 = 213.2 * ** 260 = 260 * ** 2x framing 4" 380 -.82 = 311.6 * ** 380 = 380 * ** 3" 490.82 = 401.8 * ** 490 = 490 * ** 10d nails SEISMIC 4" 460..82 = 377.2 * ** 460 = 460 * ** 2x framing * For seismic loads walls w/h from 2:1 to 3.5:1, multiply allow shear by 2 *w /h h/w = 2:1 2.25:1 2.5:1 2.75:1 3:1 3.25:1 3.5:1 2 * h/w = 2.1 = 1 2- - = 0.89 2.- = 0.8 2• - = 0.73 2•- = 0.67 2• - = 0.62 2.- = 0.6 2 2.25 2.5 2.75 3 3.25 3.5 ** For seismic shear over 350 plf (ASD) a 3" nominal sill plate is used except where load is less than 600 plf (ASD) sill plate is permitted to be 2" nominal if the sill plate is anchored by two times the number of bolts required by design and the 0.229" x 3" x 3" square washer Aspen Creek Engineering Project:P /N 1523049199 1400 SF Lee Andrews C BOLTS TO CONNECT SILL PLATES TO FOUNDATION FOR SHEAR, ANCHOR BOLTS Cd := 1.6 Duration of load increase, wind or seismic [ NDS - 2.3.2 1 /2 " Bolts [ NDS '1b1 11E J 5/8" Bolts [ NDS "Ib1 11E 1 Zpara Cd•590•I12f Spacing := l•ft 1•ft +3•in 1•ft +6•in 1.ft +9•in 2•ft 2•ft +3•in 2•ft +6•in 2•ft +9•in 3.ft 3•ft +6•1n 3•ft +9 in 4•ft j Zpara = 944119f Zpara _ Spacing 1 1 944 2 755.2 3 629.3 4 539.4 5 472 6 419.6 7 377.6 8 343.3 9 314.7 10 269.7 11 251.7 12 236 pIf Project No. 20144 5/9/2011 20 OF 32 Z2 := Cd•860•I19f Z2 = 1376119f Z2 Spacing 1 1 1376 2 1100.8 3 917.3 4 786.3 5 688 6 611.6 7 550.4 8 500.4 9 458.7 10 393.1 11 366.9 12 344 pIf Aspen Creek Engineering Project:P /N 1523049199 1400 SF Lee Andrews D. SHEAR WALL SCHEDULE SHEAR WALL SCHEDULE (SEE ATTACHED FLOOR PLANS FOR SHEAR WALL LOCATIONS) Shear Sheathing Wall Sec Ft Note 1 1 (1) layer of 7/16" OSB or 15/32" PLWD (1) Side Panel Edge I Ioldowns ca. End Nailing (See Ft. Notes 3, 4, & 6) Sole Plate Nailing Anchor Bolt Spacing (Sec Ft Note 2) 8d @ 4" o.c. HDU4 OR A.B. @ 4' -0" o.c. STHD1ORJ STRAP Project No. 20144 5/9/2011 21 OF 32 Applicable l)etail(s) SEE DET S2 OR S4 SI [EAR ME sec Ft Note 5 294 W 158 S 2 (1) layer of 7/16" OSB or 15/32" PLWD (1) Side 8d @ 3" o.c. HDU5 OR A.B. @ 3' -0" o.c. SEE DET S2 STHD14RJ STRAP OR S4 420 W 225 S FOOTNOTES TO SHEAR WALL SCHEDULE: (1). EXTERIOR SHEATHING ON EXTERIOR WALLS NOT INDICATED ABOVE SHALL BE (1) LAYER 1/2" PLYWOOD OR 7/16" OSB. APA RATED. WALLS NOT ON ABOVE SCHEDULE NAIL 8d @ 6" O.C. PANEL EDGES AND NAILING 12" IN FIELD. (2). MINIMUM 5/8" A.B.'S, MIN. 2 ANCHOR BOLT PER WALL. 12" FROM ENDS. PROVIDE 3" x 3" x 0.229" SQUARE WASHERS ON ALL ANCHOR BOLTS. SPACE A.B.'S 6' -0" O.C. EXCEPT AT SHEAR WALLS. SEE SHEAR WALL SCHEDULE. DUE TO NEW PRESSURE TREATMENT OF WOOD THE ANCHOR BOLTS ARE TO BE HOT DIPPED GALVANIZED UNLESS A BORATT TREATMENT IS USED FOR THE SILL PLATES. (3). ALL HARDWARE SHALL BE SIMPSON BRAND OR EQUAL. LAG SCREWS IN TREATED WOOD TO BE HOT DIPPED GALVANIZED. (4). LOCATE CRAWL SPACE VENTS TO MISS HOLDOWNS BY 2" MIN. (5). THERE ARE NO SHEAR WALLS WITH SEISMIC SHEAR OVER 350 PLF. (6). POSTS AT ENDS OF SHEAR WALLS COMPOSED OF MULTIPLE 2X MEMBERS SHALL BE NAILED TOGETHER WITH 10d @ 6" O.C. VERTICALLY. Aspen Creek Engineering Project:P /N 1523049199 1400 SF Lee Andrews Project No. 20144 5/9/2011 22 OF 32 VII. CHORD TIES AND DRAG STRUTS - ALLOWABLE LOADS USING NAILS /STRAPS /CLIPS A. NDS SECTION 11.3.1 TABLE 11N & IBC TABLE 2304.9.1. NAILS & SIMPSON CATALOG TOP PLATE SPLICES NAILED SPLICES TABLE 11N Cd = 1.6 Wind /Seismic Loads 16d NAILS Z := Cd •89 Ibf Z = 142.4117f IBC Tbl 2304.9.1 Top plates laps and intersections (2) 16d nails • Zallow 2•Z•2 Zallow = 569.6 lbf Allowable drag strug or chord tie load at splices with min nail per code. If there are drag strut or chord tie forces exceeding this then straps are specified at those locations per Structural Flag Notes. STRAPS Simpson Catalog LSTA36 strap allowable load Z := 1640•Ibf CS16 -R coil strap 22" Z := 1705•Ibf Z := 4585.I17f Z := 1000•Ibf CMSTC16 coil strap 50" MTS20 TWIST STRAP RIM JOIST OR BLKG TABLE 11N Allowable drag strut or chord tie load at splices with LSTA36 strap Allowable drag strut or chord tie load at splices with CS16 -R strap Allowable drag strut or chord tie load at splices with CMSTC16 strap Allowable drag strut or chord tie load at splices with MTS20 twist strap TOE NAILING RIM OR BLKG TO TOP PLATES FOR SHEAR TRANSFER. Ctn := 0.83 Toe Nailing 8d NAILS IBC Table 2304.9.1 Z := Cd•Ctn•63•plf Z = 83.7 plf Cd = 1.6 Wind /Seismic Loads 8d @ 6" o.c. toe nails Rim joist to top plates Z := min (2•Z,150.plf) Allowable shear transfer per foot of rim or blkg to top plate with min. nailing per code. Z = 150 plf CLIP RIM JST OR BLKG TO TOP PLATES WITH SIMPSON A35 OR A35F CLIPS z := 600•Ibf per clip Aspen Creek Engineering Project:P /N 1523049199 1400 SF Lee Andrews STRUCTURAL FLAG NOTES: Project No. 20144 5/9/2011 23 OF 32 1. PROVIDE 1/2" APA RATED PLYWOOD OR OSB ROOF SHEATHING ON ROOF FRAMING. PROVIDE 3/4" SHTG ON FLOOR FRAMING. NAIL ROOF AND FLOOR SHTG W/ 8d @ 6" O.C. AT SUPPORTED EDGES AND 12" IN FIELD UNLESS NOTED OTHERWISE IN THESE NOTES. 2. INSTALL H1, H2.5, OR HEAVIER HURRICANE CLIPS AT EVERY REGULAR TRUSS SUPPORT AND RAFTER SUPPORT. 3. CONNECT BOT CHORD OF GABLE TRUSS TO TOP PLATES OF WALL BELOW THIS LINE WITH 8d AT 6" O.C. TOENAILS. CONNECT ROOF SHTG TO TOP CHORD OF THIS TRUSS WITH 8d @ 6" O.C. IF GABLE END SHEATHING OVERLAPS TOP PLATE BY 1 -1/2" MAY OMIT TOENAILS AND NAIL SHTG TO TOP PLATE WITH 8d @ 6" O.C. AND NAIL TOP PLATES TOGETHER WITH 16d @ 6" O.C. OR: MAY OMIT TOENAILS IF NAIL BOT CHORD OF TRUSS INTO 2X6 BACKER PLATE WITH 8d @ 4" O.C. TOE NAILING AND NAIL BACKER PLATE TO TOP PLATE WITH 16d @ 24" O.C. 4. CRAWL SPACE POSTS REQUIRE POSITIVE CONN. OF POST TO BEAM AND FOOTING. ONE ACCEPTABLE OPTION: CONN. TO BEAM W/ 9" x 9" PLYWOOD GUSSETS AND (8) 10d NAILS TO POST AND BEAM. CONN. POST TO FTG W/ SIMPSON PB44 POST BASE. Aspen Creek Engineering Project:P /N 1523049199 1400 SF Lee Andrews VIII. BEAMS AND HEADERS /JOISTS RAFTERS /POSTS STUDS Project No. 20144 5/9/2011 24 OF 32 PREFABRICATED TRUSSES NOT INCLUDED. TRUSSES TO BE DESIGNED AND STAMPED BY AN ENGINEER LICENSED IN THE STATE OF WASHINGTON. SEE ATTACHED REDUCED FRAMING PLANS IN APPENDIX A FOR LOCATIONS OF ITEMS NUMBERED ON THE FOLLOWING SHEETS. THE LETTERED TYP OF LOADING LISTED UNDER THE ITEM NUMBER ON THE FOLLOWING SHEETS CORRESPONDS TO THE LETTERED TYPE SHOWN BELOW. Type A Span P H_ panl2_ Type B o Type C Type D Span P f 1 Span b Span kola Mmax •— Span U Sant 1.5 Uld• d Id • p 2 fmax 8 A P•Span Mmax 4 1.5•P•0.5 fmax A 2 1.5 U Span d + P M max Uld•Span + P•5pan Id• 2 ) 2 max 8 4 f — max A { P•a•b Mmax :— Span f a I 1 (17 T YP eE �* Ulda+ a 2) Span R2 a Mmax := 2 U fvmax :— A Id A. NDS SECTION 3.10 DESIGN FOR BEARING Fcperp := 625 .psi DFL #2 4x & 6x post and beams Vic/ Ra Span Ra :— if a <b max := 1.5•P• if a >b b 1 Span A a 1 fmax := 1.5'P' • Span A 1.5•(Ra — Uid•d) Aspen Creek Engineering Project:P /N 1523049199 1400 SF Lee Andrews B. NDS SECTION 4.1 BEAMS /HDRS /JSTS /RAFTERS DESIGN/ NDS SECTION 3.7.1.5 & 3.9.2 POST/ IBC SECTION 2306.2 STUDS Table 2.3.2 NDS SECTION 2.3.2 LOAD DURATION FACTOR Cd CD * Typical Design Load .9 Dead Load 1.0 Live Load 1.15 Snow Load 1.6 Wind /Earthquake Load *Cd does not apply to E or Fcperp Cm Wet Service Factor For use on Fv for Deck Joists /Beams For use on Fb for Deck Jsts /Beams Ci Insising Factor for Fb Ci_e Insising Factor for E Cc up := 0.9 cd L:= 1.0 ca 5 := 1.15 Cd W:= 1.6 Cd E:= 1.6 Cmv := 0.97 Cmb := 0.85 C, := 0.8 CL E := 0.95 CF Allowable Size Factor [NDS ml 4A Adjustment Factors] for Fb for Fc for Fb for Fc 2x4 1.5 1.15 4x4 1.5 1.15 2)6 1.3 1.10 4x6 1.3 1.10 2x8 1.2 1.05 4x8 1.3 1.05 2x10 1.1 1.00 4x10 1.2 1.00 2x4 studs 1.1 1.05 4x12 1.1 1.00 if Fb /Cf < 1150 Cm =1 Project No. 20144 5/9/2011 25 OF 32 Cr := 1.15 Repetitive Member Factor for joists /rafters /studs up to 4" nominal thickness 1 TYPE A 4 x 10 BEAM w := 3.5•in d := 9.25•in CD := 1.15 DOUG FIR NO. 2 NDS SUPP. TBL 4A CF := 1.2 Fb := 900 • psi Fv := 180•psi E := 1600000 • psi F'19 := Fb•CD•CF F'b = 1242 psi F'v = 207 psi Fly := Fv CD Span := 7•ft DLroof = 17psf Sroof = 25psf Tw := 15.5 .ft '1'rihutary width Tw = 15.5 ft Uld :_ (DLroof + Sroof) •Tw Uniform Dist. load Uld = 651 plf A := w•d Arca A = 32.4 in 2 2 S := w d Section Modulus S = 49.9 in 3 6 Aspen Creek Engineering Project:P /N 1523049199 1400 SF Lee Andrews 0 Mmax := (Jo •Span2 8 Uld Span — 2278.5 IV l.5.Uld•(Span dJ 2 J fv := A Checkfb := "OK" if fb < rb fb otherwise F' b Mmax = 3987.41bf•ft fv = 82.32 psi Checkfb = "OK" f max b fb = 958.7 psi fb = 0.77 f� = 0.4 Checkfv := "OK" if fv < v fv Fv otherwise Project No. 20144 5/9/2011 26 OF 32 Checkfv = "OK" 2 TYPE A 4 x 8 BEAM w := 3.5•in d := 7.25•in CD := 1.15 0 DOUG FIR NO. 2 NDS SUPP. TBL 4A Cr := 1.3 Fb := 900•ps, Fv := 180 .psi E := 1600000•psi rb := Fb•CD•CF F'b = 1345.5 psi F'v := Fv•CD F'v = 207 psi Span := 4-ft DLroof = 17psf Tw := 15.5-ft U Id := ( DLroof + Sroof) •Tw Uld•Span2 Mmax A := w•d Area [� w•d2 5 := Section Modulus 6 Sroof = 25 psf Tributary width Tw = 15.5 ft Uniform Dist. load Uld = 651 plf 8 Mmax = 1302Ibf•ft fb := Mmax Uld Stan _ 13021bf 1.5• Uld •(S2an dl fv •= A Checkfb := "OK" if fb _< rb fb otherwise Fib fv = 53.72 psi Checkfb = "OK" fb = 0.38 rb Checkfv := "OK" if fv < v fv otherwise v A = 25.4in2 S = 30.7 in 3 fb = 509.6 psi fv — = 0.26 Checkfv = "OK" Within 1%... OII Aspen Creek Engineering Project:P /N 1523049199 1400 SF Lee Andrews 0 3 TYPE A 4 x 10 BEAM w := 3.5•in d := 9.25•in CD := 1.15 DOUG FIR NO. 2 NDS SUPP. TBL 4A C .= 1.2 • Fb := 900•psi Fv := 180•psi E := 1600000•psi A := w•d w. d2 S :_ 6 F'b := Fb•CD•CF F' = 1242 psi F'v := Fv•CD F'v = 207 psi Area Section Modulus Span := 8 ft DLroof = I7 psf Sroof = 25 psf Tw := 15.5 . ft 'Tributary width Tw = 15.5 ft Uld (DLroof + Sroof) •Tw Uniform Dist. load Uld = 651 plf Project No. 20144 5/9/2011 27 OF 32 A = 32.4 in2 S = 49.9in3 2 Mmax Uld Span Mmax = 5208lbf•ft fb := Mmax fb = 1252.1 psi 8 S U1,4 • S �an — 2604 Ibf 1.5•Uld•(S2an d) fv •.= A Checkfb :_ "OK" if fb < F'b fb F'19 otherwise fv = 97.4 psi Checkfb = 1.01 fb = 1.01 fv = 0.47 F'17 F'v Checkfv := "OK" if fv 5 F'v fv v otherwise Checkfv = "OK" 4 2x6 STUDS HEM FIR STUD GRADE HEM FIR STUD GRADE Ft, := 675•psi NDS SUPP. TBL 4A Fo := 800-psi CF := 1.3 CFI := 1.1 CD := 1.15 Emm := 440000. psi Min Modulus of Elasticity d := 5.5•in w := 1.5•in le := 8•ft +0•in Fb := Fb•CF•CD F'c •= Fc•CF I 'CD Depth for unsupported section, perp to wall Width, parallel to wall Effective column length (actual length for end supported) le = 8 ft Allowable bending stress INDS Supp. "Ibl 4a] F'b = 1009.1 psi Allowable compr. parallel to grain [NDS Supp. Tbl 4A1 F'c = 1012 psi Aspen Creek Engineering Project:P /N 1523049199 1400 SF Lee Andrews c := 0.8 0.822. Emin FGe Cp :_ (le) d 2 l+ Fce — Pic 2•c c_aii p•Fc Pall Fc aii cl w Rxn := 2604•Ibf Checkaxial "OK" if Rxn S all For sawn lumber FGe = 1187.2 psi 2 Fce Fce 1+ — — F'c F'c 2•c c Allowable compression stress parallel to grain Allowable axial load F Fce Cp = 0.74 Total axial load on column, from roof Rxn Pa 11 5 TYPE A 9 -1/2 TJI 110's otherwise F = 1.17 Fc_all = 752 psi Pall = 6204.3117f all = 6204.31bf Checkaxiai = "OK" Span := 14•ft Tw:= 19.2•in Tributary width Check 9 -1/2" TJI 110 @ 19.2" O.C. Span_all := 15•ft + 3•in CheckSpan "OK" if Span <_ Span_all Span _a l l otherwise Span 6 DOUG FIR NO. 2 TYPE A NDS SUPP. TBL 4A 4x8BEAM w := 3.5•in d := 7.25•in CD := 1.0 CF := 1.3 CheckSpan = "OK" FE, := 900•psi Fv := l80•psi E := l 600000 •psi Project No. 20144 5/9/2011 28 OF 32 A := w•d Area A = 25.4 in 2 w d 2 5 := Section Modulus S = 30.7 in3 F'b := Fb•CD•CF F'b = 1170 psi F'� := F� CD F'ki = 180 psi Span := 5•ft DLfloor = 10psf LLfioor = 40psf 6 Aspen Creek Engineering Project:P /N 1523049199 1400 SF Lee Andrews a Tw • = 14.ft Mmax :_ Tributary width Uld•Span2 8 Uld := (DLfloor+ LLfloor)'Tw Mmax = 2187.5 Ibf ft fb • _ Mmax S Project No. 20144 5/9/2011 29 OF 32 Uniform Dist. load Uld = 700 of fb = 856.1 psi Uld • Span — 1750lbf 2 1.5•UId. (Span d f f f := 2 f= 78.45 psi b= 0.73 v= 0.44 v A v 8 ps F,b F,v Checkfb := "OK" if fb fb otherwise Checkfb = "OK" Checkfv :_ "OK" if fv < F'v fv otherwise Checkfv = "OK" IX. FOUNDATION A. PERIMETER FOUNDATION IBC SECTION 1802.2.7: A soils investigation shall be conducted with the following exception: Exception: A site - specific study need not be performed provided that the peak ground acceleration equal to Sds /2.5 is used. Where Sds is determined in accordance with Section 21.2.1 of ASCE 7. IBC SECTION 1804: ALLOWABLE LOAD BEARING VALUES OF SOILS TABLE 1804.2 1500 psf allowable soil bearing is used. (This covers all types of soils shown on this table) 0.35 Coef of friction. 150 psf /ft of depth Lateral Bearing: (This covers Sand & Clay & comb.) IBC SECTION 1805.3.2: FOOTING SETBACK FROM DESCENDING SLOPE SURFACE Where slope is steeper than 1:1 the required setback shall be measured from an imaginary plane 45 degrees to the horizontal, projected upward from the toe of the slope. Except per figure 1805.3.1, slope height/3 from slope to bottom of footing but need not exceed 40 ft. Footnote B to Table 1805.4.2 indicates that the ground under the floor is permitted to be excavated to the elevation of the top of the footing. The only purpose of soil next to the inside of the footing would be for lateral stability. Per the Calculation below the continuous footing and stem wall is laterally stable with the inside grade at the bottom of the footing. Thus, this footnote is not applicable to this project and the finished grade under thi floor can be at the bottom of the footing. Aspen Creek Engineering Project:P /N 1523049199 1400 SF Lee Andrews CONTINUOUS PERIMETER FOOTINGS AND STEM WALLS CALCULATIONS FOR 6" STEM WALL AND 12" x 6" CONT. FTG WITH #4 @ 18" O.C. VERT. & #4 @ 14" O.C. HORIZONTAL IN WALL WITH VERTS EXTENDED INTO FOOTING 3" AND (2) #4 CONT. IN FOOTING CONT. FOOTING ACI 10.5.4 MINIMUM REINFORCEMENT FOR CONT. FOOTINGS tftg := 6•in wftg := 12-in Amin 0.0020•tftg•wftg 6" x 12" CONT. FTG DarNo := 4 4BarNo = 0.5 in AreabarNo = 0.2 in2 NumBars := 2 Aprov Numbars• (Area barNo) Checktemp :_ "OK" f Aprov —Amin "NG" otherwise MAX LOAD DLroof = 17 psf 5roof = 25 psf Amin = 0.14in2 Aprov = 0.40in2 Checktemp = "OK" Project No. 20144 5/9/2011 30 OF 32 Therefore, (2) #4 Bars OK LLfloor = 40psf SWftg := 200.plf Wall := DLwall.8'ft Uld DLroof•(15.5•ft) +5roof •(15.5 ft) +LLfloor•(7•ft) +DLfloor- (7•ftt) + Wall + SWftg Uld Allow := 1500•psf Checkbearing := — 1281 psf wftg "OK" if Allow >_ U ld wftg Allow otherwise Uld wftg Checkbearing = "OK" Uld = 1281 plf Aspen Creek Engineering Project:P /N 1523049199 1400 SF Lee Andrews B SPREAD FOOTINGS Front Wall max 2604•Ibf Pmax wf9 — 1.74 ft 1 500 . psf Interior Ftgs max 3500•Ibf Pmax 1500 • psf OR Assuming 45 degree distribution (conservative)... OK = 1.53 ft 1' -6" Square footings OK 4.P max rc • 1 500 . psf = 1.72 ft 2' -0" Diameter footings OK Project No. 20144 5/9/2011 31 OF 32 Aspen Creek Engineering Project:P /N 1523049199 1400 SF 'Lee Andrews APPENDIX A REDUCED PLANS WITH CALCULATION MARK UPS Project No. 20144 5/9/2011 32 OF 32 14' -11 5/16" 22' -244" 3 O X 3 -6 N LF SLIDER v0" FBG. TUB UN11 0 W2130 WI (el 1312 LAUNDRY MASTER BEDROOM 12' -5" x 15' -9" BATHROOM 5'8 "x 1' -- ECT. 0 603D30 10' -1 13/16" 3'-0" " 30"REFR. W3330 W3330 MASTER BATH -' -0" x 8' -O" BEDROOM 01 IO " -11" x II' -O" 10' -0 1/16" A a vA 4 A 4 -0 X 4 -0 o. .6‘& . D'a . D o . HALF SLIDER A D 't> A D. D O 0 0 0 Q G o A A a A a A a A a . Do . Do . D'A 4'-0" 31-34" iD D D A 'D. D D A A• 114" 4 0' -3 4' -0" MAIN FLOOR PLAN ' ' . ' '. ■ ■ “ .C/SNAWZ::: ‘iiiM717 a :1‘ld - .......■ I I x/12 FITCH FLATE CEILING 2/12 OVER P LIVING TCH INT ROOM AROAL VAULTED & KLITCHEA CEILING I A/ ?/' /P/ s 50' -O" P - -_71l •1111: ••41��1I " IlfiiaiM7i�1�1P •a•i•:iii:1i L7. 111 1•'_., 1rJ i�ILrryl ltil�7L"i1•�tRi•1lii�i1111 •���11ia�1lii llII l�lr'-- Iit!! II!>•I •_ •12'X1 v _ ' ^ N °� _ ,I .I ' • ° - . v • , �• o C _ I . EL 1 1 1 1 1 I 1 1 I 1 I r • i. Jr t . rrr rr %. 5 I rrs r+r p" / / F+ - f - r +r rrar 1 +rr: rrrr 1 •11 r Jr r -, �" ___ •____ J�i� 1 = = -I S • • _ -_ ,__�= 1 °.2'•.c. == =_1 -= = -1 =__ • -___ • +r +r 1 I Al i I rr ++ +: :r + ! ___ rr+ l.rs+ 31 -8 fT ., ' 1 . + r+ ++ 5 +rr rrr 0" 1 11 -F r I - - +rr r+r -011 IP1,J 1 + r -011 r� r i + r - I ` / - •ll �.1 J ✓ +r+ r +r I -0 0 - r + - r + 1! ii - ih J +rr +rr I!✓r._ r. . 1' 1 I � ; 1' 1 1. 1 1 1 ' 1 , � ; , 1 I 1 I 1 I 1 1 1 1 1 1 I 1 I 1 I ; I / ( „ (•(� I , _ ` 4X8 D j #2 BEA =" PL POST B •OD •E 4X4 • 4X6 a) CO G #2 PO'i BEAM N. POS TS W/ ( N. POS AND SPLICE ITO BEA ) 10d N TO FTG lr �`�Zaiiiiiuiii+7�d iiG�i•�i :i•�i— Sin/u�Ai.S�f�i�•�i •-- iII r"al i`airitii;wriAiiiEiiii i�7iii i�l�nidaiiii.�a.& i ii i .�iiii1yrn�i�_Iailli�i•�Gfi�Til 30' -611 41 -0" 2'- 111 -6" 50 ' -O" FLOOR JOIST FRAMING PLAN 9 N 50' -O" oC A 4 r 4 D .V n 4 +� t 5' -O" 1i111 X11 1 pn a ;rll Ill � p, a 1i�1i►11! FOUNDATION VENTILATION 16 "X 8" LOCATE VENTS 30" FROM CORNER AND EQUAL DISTANCES ( + -) 10' ALONG OTHER WALLS r 13 r 5' -0" . . I \ r 13 r L . . Si —O„ L r T 5' O" T 5' -0" ` T FOUND. FTG. FOUND. WALL$14PIR'" IIGH #4 REBAR 18" O.C. VERT. & #4 REBAR 14" O.C. HORZ. IN WALL W/ (1) AT TOP & (2) IN THE FOOTER 2X6 MUDSILL W/ 5/8" AB & 3X3 GALV. WASHER 5' -0" Z\ 1:t T 51'"0" D 1 CRAWL SPACE NOTE: INSTALL 6 MIL VISQUEEN IN CRAWLSPACE •0 . 4 . v • • r V'4 • p O . v 4 c� .P 111If1I� v�0 v - •° . .A 30' -6" 2'- • '4 i 4X8 DF #2 BEAM 4X4 DF #2 POST AND 4X6 AT BEAM SPLICE a) CONN. POST TO BEAM WI 9 "X9" PLYWOOD GUSSETS W/ (8) l0d NAILS b) CONN. POST TO FTG W/ PB44 POST BASE • 4 4 4,4 r 4' -O" ,2'- 50' -0" 8' -O" III!f�l�. FOUNDATION PLAN i City of Tukwila RESIDENTIAL HEATING AND VENTILATION COMPLIANCE FORM Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Web site: http: //www.ci.tukwila.wa.us Permit No.. MECHANICAL PERMIT NO.: FILE COPY Project Name: /e-1SSE LL- / go (ti BUILDING PERMIT NO.: Site Address: /50_5-7 3,74 i . �, / / at"Cceis/i) / tail) 9 (1 ft (Complete Sections I and II for Group R Occupancies 4 Stories or Less) I. WASHINGTON STATE ENERGY CODE HEATING DESIGN METHOD (select A, B or C below): 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): / / 6t, X 20 BTU/h = av0 ❑ Heating System Installed, (check system type below): 1. El Electric Resistance 2. (forced air) 3. ❑ Other Fuels (gas, heat pump) Maximum BTU of Heating- Sys�te�`Ifii —D FOR CODE COMPLIANCE PPROVED MAY 5 2011 II. WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE (select A or B A. B. El Ventilation by Performance or Design Method - W.S.V.I.A.Q. Section 302 (submit doc owCity of Tukwila a�N( nivisiON 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 'h" 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: /Y00 2. House Number of Bedrooms: 3 3. Required Outdoor Air Table 3 -2: Minimum - 7,5— cfm Maximum - //3 cfm RECEIVE) APR 07 2011 PERMIT CENTEF H:Wpphcations\Forms- Applications On Line V009-08 Resdiential Heating and Ventilation Compliance.doc Created: 7 -1 -2002 Revised: 8 -2009 TABLE 3 -2 VENTILATION RATES FOR ALL GROUP R OCCUPANCIES FOUR STORIES OR LESS Minimum and Maximum Ventilation Rates: Cubic Feet Per Minute (CFM) Floor Area, ft2 Bedrooms Maximum Length Feet 2 or less 3 4 5 6 7 8 70 Min Ma x Min Ma x Min Ma x Min Ma x Min Ma x Min Ma x Min Ma x <500 50 75 65 98 80 120 95 143 110 165 125 188 140 210 501 -1000 55 83 0 15 85 128 100 150 115 173 130 195 145 218 1001 -1500 60 90 420 113 90 135 105 158 120 180 135 203 150 225 1501 -2000 65 98 ; I 95 143 110 165 125 188 140 210 155 233 2001 -2500 70 105 85 128 100 150 115 173 130 195 145 218 160 240 2501 -3000 75 113 90 135 105 158 120 180 135 203 150 225 165 248 3001 -3500 80 120 95 143 110 165 125 188 140 210 155 233 170 255 3501 -4000 85 128 100 150 115 173 130 195 145 218 160 240 175 263 4001 -5000 95 143 110 165 125 188 140 210 155 233 170 255 185 278 5001 -6000 105 158 120 180 135 203 150 225 165 248 180 270 195 293 6001 -7000 115 173 130 195 145 218 160 240 175 263 190 285 205 308 7001 -8000 125 188 140 210 155 233 170 255 185 278 200 300 215 323 8001 -9000 135 203 150 225 165 248 180 270 195 293 210 315 225 338 >9000 145 218 160 240 175 263 190 285 205 308 220 330 235 353 *For residences tha exceed 8 bed ooms, increase the minimum requirement listed for 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 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 5 inch 90 5 inch 100 3 50 6 inch No Limit 6 inch No Limit 3 80 4 inch2 NA 4 inch 20 3 80 5 inch 15 5 inch 100 3 80 6 inch 90 6 inch No Limit 3 100 5 inch2 NA 5 inch 50 3 100 6 inch 45 6 inch No Limit 3 125 6 inch 15 6 inch No Limit 3 125 7 inch 70 7 inch No Limit 3 1. For each additional elbow subtract 10 feet from length. 2. Flex ducts of this diameter are not permitted with fans of this size. H:\Applications\Forms- Applications On Line12009-08 Resdiential Heating and Ventilation Compliance.doc Created: 7 -1 -2002 Revised: 8 -2009 RECEIVE' APR 07 20 PERMIT CENTEI Prescriptive Energy Code Compliance for Single Family and Duple* Housing: Zane 1 Padeci' Information Contact Information 7e0,1) 407-7" / A Ure Ec..n a.PE - This set of forms has been developed to assist permit applicants documenting compliance with the Washington State Energy Code, (2006 edition). This set is for type R-3 and R-4 structures located in climate zone 1. ! The following forms provide much of the required documentation for plan review. The details noted here must also be shown on the drawings (WSEC 104.2). This form is not a substitute for the energy code itself. To obtain a copy of the energy or ventilation codes, go to the following web address. http:// www .energy.wsu- edu/code%ode2008.cfm Option Glaring Mea10_ 91y of Floor Glazing U- Factor Door ° U- Factor Cciling2 Vaulted Ceiting3 Walla Above Grade Wall. int° Below Grade Wall. exe Below Grade Flooz Slab° on Grade Vertical Overheadnt 10% 0.32 0.58 0.20 R -38 R -30 R15 R -15 R -10 R -30 R -10 L T , Unlimited \ Group R-3 and R-4 Otcupancie sOny - 0.35 ) 0.58 Q- �` R -30 R c R-21 R -IO R-10 le _ , See WSEC (able 6-1 for footnotes Gazing Schedule Attached to Document Does not apply. (SEE INSTRUCTIONS) _-- Using Pnesafiptive Option IV. M glazing and doors meet maAmum U- factor._ Alternate heating size method submitted Q Option I, Glazing to floor area limit (WSEC 602.7.2) ❑ Area weighted window, skylight or door U- factor (WSEC 602.7.2) ❑ As part of the heating and cooling system sizing calculation (IRC M1401.3 & WSEC 503.2.2) Single Rafter Joist R -value (Table 6-1 or 6-2, footnote 3) Rafter Area (square feet) I] Rafter Depth (inches) First 500 Square feet Area exceeding 500 Square feet: Radiant slab: D R -10 foam insulation, continuous with thermal break (WSEC 502.1.4.9) R -30 8 R -38 required, joist depth exceeds 13- R -38 required in all cases WSEC Prescriptive Worksheet (2006 edition) Zone 1 R3 or R-4 Insuistion -R ECEIVED APR 07 2011 PERMIT CENTER WSUEEP07 -010 Copyright 2007 OUTSIDE INSIDE REPAIRS DEPOSIT $ 70, 0.0 OWNER • f PERMIT 4131 EASEMENT No. APPLICATION FOR CARD No. SIDE SEWER PERMIT DATE ij /5— Tt- fi /way 4199 HOUSE ADDRESS / 4',' S/ NAME SUB - DIVISION CONTRACTOR,_ i BASEMENT: YES NO LOT No. BLK. No. SCALE DISTRICT APPROVAL BY FC r74 JL-[r' DATE 4- /5-93 TEST RESULTS 0-.4)472 ,, 'r, 1JRVYILA rt AT 09 2o11 PERMIT CENTER I HEREBY CERTIFY THAT THE ABOVE CONNECTION HAS BEEN MADE AS SHOWN. PRIOR TO BACKFILL CORRMTIO V' DATE 4` /523 LTR# 1)ti OtZ City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director September 15, 2011 John P. Hannales, Manager US Bank — Boulevard Park 1850 South 120th Street Seattle, WA 98168 RE: Release of Cash Assignment Dear Mr. Hannales: This letter hereby authorizes release of the assignment of account posted in the amount of $3,000.00 for the removal of the mobile home from the property located at 14051 — 35th Avenue S, Tukwila, WA. The outstanding items have been completed by the contractor and inspected/approved by the City of Tukwila. If you should have any questions, please contact our office at (206)431 -3672. Sincerely, kvott Brenda Holt Permit Coordinator encl xc: Ronald Russell Permit No. D11 -088✓ bh 09/16/2011 H:\Documents\Bond Release \Dl 1 -088 - Release Letter.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206- 431 -3670 • Fax: 206 - 431 -3665 • • • City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 206 - 431 -3670 DEVELOPER'S PROJECT WARRANTY REQUEST FORM Sec = to.•tie completed :ly Developer Name of Development: Rif 55411 Pkop Address: 14051 -35''6 Avefr is �7" ' , i o Release should be sent to: Name: 'tW LAJ f1 IA'5 141 Address: I4os1 - 351't• A'V`l/ bit. 5 City /State /Zip • 11 A4 A t) i L& I/# ,1618o Date: 6.2.5 • I � Permit No.: D11-0/5/5 Phone Number: Description of items to be completed (reference plans /documents where items are described): i4 /14 v c ► i l of btic i 114w hi I r e . h o ouA _ p y o p v dv As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of $ 1i 000 4 00 (150% of value to complete work above) and attach support documentation for value of work. I will have this work carried out and call for a final inspection by this date: II-2)0 -11 , or risk having the City use these funds to carry out the work with their own contractor or in -house manpower. If I fail to carry out the work, I hereby authorize the City to go onto the property and carry out completion of the above deficiencies. I further agree to complete all work listed above prior to requesting inspection and release o -tie funds. Signed: a Title: Sic Section 2 — to•be completed by City staff Signed: Amount: $3 047.00 ❑ Cash /Check City Receipt No.: THIS "FUND�I AUT ,ORIZ BE ACCEPTED Department Head: Deposited this Date: gCash Assignment ❑ Bond (,�_ ' Received By: P� Vltl Section 3 - totbe completed,by, Developer All work identified in Section 1 of this form has now been completed and returned to department which authorized warranty. I hereby request inspection and release of my cash /cash equivalent/bond. Developer's Representative: Date: To be completed: by City staff I have reviewed the above work and found it acceptable and therefore authorize the release of the above cash /cash equivalent/bond. Inspector: Date: 41-6-11 Authorized By: 131/14W Section 4- to be completed by City staff Amount Released: $ (200, (?0 ❑ Check - Check No. [�7 Cash Equivalent — Letter attached ❑ Bond — Letter attached Date Released: ' 1' (4- L ( Released by: Eifruebir- 1policy and procedorca rcd boolddeveloper's project warranty form Created: Febntary 2003 • • CITY OF TUKWILA ASSIGNMENT OF ACCOUNT I /We hereby establish our Assignment of Account in favor of the City of Tukwila in the amount of $ 3C,CX) —p° . This Assignment of Account is issued in connection with construction of the project known as S /NS (_ located at /VDS/ �5�. �vE S, 77/ tAi l W A to guarantee ' m ov,o e- OF ff x is r A. ,e0,9? /3e.‘2,... T� It is understood that the nature of and extent of the improvements is defined by the approved plans and conditions contained in the City of Tukwila File No. rji 1 — 4I:3 8 . If, in the determination of the Community Development Director the above - referenced improvements are not completed as required by the approved tans, conditions, and applicable City standards at the above location no later than •`U‘, /, .0, a / f , this bank agrees to pay to the City of Tukwila the sum of $ 3CZ _°__° , or such amount as required by the City of Tukwila to complete said project in accordance with approved plans, conditions, and applicable City standards. Payment shall be made within five (5) days of receipt of written request from the City of Tukwila. This Assignment of Account shall not expire until released in writing by the City of Tukwila, which release shall be provided upon request when the required improvements have been completed as provided above. ( i� Date 1.1-- S Bank Name 1�o(Ai - Pw re_k Bank Branch 1��35' UN�S 38- Acc •_ nt Nu By. (to be signed authorized representativ of lending institution) \CSv Name p .- print) Title issa s Address (2. 12 Le.) - i2_ec s5 (/ , w 1 ( � City, State, Zip Account Depositor Account Depositor H:\Applications\Assignment of Account - DCD.doc 04 /11/2011 bh • Gottfrid • Page 1 of 1 From: Cathy Narverud [cathynarverud @yahoo.com] Sent: Friday, May 20, 2011 1:42 PM To: gsbgottfrid @yahoo.com Subject: 10 x 50 mobile home, If unit is ready to go and can be transported in the current condition. Transport from T a to -Cellar Hills landfill, as long as we can get unit out of site with truck will run approxia y 700.00 ) Thank you Cathy/Petes mobile and modular transporting .S'77/1/2/2-7---L-0 &vs 7- TO .&V./W o v6 /00 6/ /c-- 7 w /iv� G/- 219 / -L — G�7 e.-6`-'S-C- 7`j -71/A /D Tv/vs K, /f' 27/US U Q g, 77 Sf)-Z_c7 g 774 X 5/23/2011 700, — 58( 7v ' /s67/ 70 /S7. c7),� 0/7s/, / /1V l Gc9u4J SU L I 0 64244, 7Z� CS ZA/Ud /L Disposal Fees • The table below summarizes current rates (effective January 1, 1999.) Customer Type Basic Fee Moderate Risk Waste WA State Refuse Tax Total 11 Surcharge (3.6 %) Solid Waste Collectors Per -ton Fee $82.50 N/A N/A $82.50 Minimum Fee $13.72 N/A N/A $13.72 Self- Haulers Per -ton Fee $82.50 $2.61 $3.06 $88.17 Minimum Fee $13.72 $1.00 $0.53 . Passenger Car Solid Waste $13.72 (minimum) $1.00 $.53 $15.25 Yana Waste $12.75 (minimum) N/A N/A $12.75 Charitable Organizations Per -ton fee $63.50 $2.61 $2.38 $68.49 Minimum fee $10.58 $1.00 $.42 $12.00 Yard Waste Only Per -ton fee $75.00 N/A N/A $75.00 Minimum fee $12.75 N/A N/A $12.75 Special Waste Per -ton fee $132.00 WA $4.75 $136.75 Minimum fee $22.20 N/A $0.80 $23.00 Appliances CFC- containing $24.00 N/A N/A $24.00 appliances z Other large_ $10.00 N/A N/A _ $10.00 appliances After tax and surcharge. 2 Fee is per appliance. CFC- containing appliances include refrigerators, freezers, air conditioners, dehumidifiers, and heat pumps 3 Fee is per appliance. Other large appliances include stoves, washers, dryers, water heaters, dishwashers, and fumaces. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: L .tZ0 Type of Inspection: PLANNit,J6, r ilv'ice Address: I Li O''.3 I 3 5 A 1j C Date Called: Special Instructions: Date Wanted:. C.1 - 1 =''`- -- i 1 ;'a.m: `pari. Requester: Phone No: 02-041 .. 3 -11 -2'i 1 Approved per applicable codes. a Corrections required prior to approval. COMMENTS: Di/ 40 v\-c4eRce 'Inspector: Date: . `i !15_ / 1/ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • May 3, 2011 City of f TulcVVila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Gottfrid and Elaine Snellman 32722 — 145 Place SE Auburn, WA 98092 RE: Correction Letter #1 Development Permit Application Number D11 -088 Russell Residence —14051 35 Av S Dear Mr. and Mrs. Snellman, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Planning Departments. At this time the Fire and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Planning Department: Jaimie Reavis at 206 431 -3659 if you have questions regarding the attached comments. 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, ifer Marshall it Technician D11-088 W:\Permit CenterCorrection Letters\201 I\DI 1 -088 Correction Letter #I.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 1 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: April 27, 2011 Project Name: Russell Residence Permit #: D11 -088 Plan Review: Allen Johannessen, Plans Examiner 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. City of Tukwila requires all roofs for new construction to have a minimum slope of 5/12 pitch. Revise plan to meet minimum slope pitch requirements. Adjust elevation dimensions to the revised pitch. Provide revised engineers elevations Sheet 1 to be consistent with these changes to include elevations labeled North East South West. 2. Provide notes on the plan to require Whole House Ventilation System. (2006 WSVIAQC 302.3 & IRC M1508.1 W S A) 3. 2009 Washington State Energy Code (WSEC) requires new construction the have leak testing for Building envelope and ductwork to be leak tested. Provide notes on the plans requiring leak testing as specified in the WSEC. (2009 WSEC 502.4.5 & 503.10.2) 4. Concrete strength is specified as 3000 psi. The structural design of the footing based on a specified compressive strength, fc, greater than 2,500 psi shall be special inspected. Revise note to show concrete structural design as 2500 psi unless the intent is to have 3000 psi concrete with special inspection. (IBC 1704.4 Exception 2 & 2.3 & IRC Table 402.2) 5. Apparently there is an existing septic system on the site. Show where the septic tank and drain field is located on the site plan. Specify how the septic system shall be decommissioned or removed. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. 4. P DATE: APPLICANT: RE: ADDRESS: • PLANNING DIVISION COMMENTS May 2, 2011 Gottfried and Elaine Snellman DI1 -088, Russell Residence 14051 35`h Ave S Please review the following comments listed below and submit your revisions accordingly. 1) Per 18.50.050 Single- Family Dwelling Design Standards, new single- family dwellings must have a minimum roof pitch of 5:12. Please change the plans and design of the dwelling unit to meet this requirement. 2) Prior to building permit issuance, the owner must provide a bond or other financial guarantee acceptable to the Director in the amount of 150% of the cost of demolition of the mobile home that will remain on site and assurance that the mobile home will be removed or demolished. The mobile home must be removed prior to final building permit inspection. If you have any questions related to the comments above, Jaimie Reavis is the planner assigned to the file and can be reached at 206 - 431 -3659. 110 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -088 DATE: 05/09/11 PROJECT NAME: RUSSELL RESIDENCE SITE ADDRESS: 14051 35 AV S Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # after Permit Issued EPART ENTS: S I ding ivision Public Works Fire Prevention Structural Planning ivision Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete n DUE DATE: 05/1 0/1 1 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TOES /THURS ROUTING: Please Route y REVIEWER'S INITIALS: Structural Review Required No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06/07/11 Approved ❑ Approved with Conditions 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 olopE ,T COM • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -088 PROJECT NAME: RUSSELL RESIDENCE SITE ADDRESS: 14051 35 AV S X Original Plan Submittal Response to Correction Letter # DATE: 04 -07 -11 Response to Incomplete Letter # Revision # After Permit Issued DEPA TMEN S: i in I �isi n ( 4're Prevention Alti?/ 0 ( Structural r' octal ') ZPlannl 14,-(e4 ivision Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete n DUE DATE: 04-1 2 -1 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS OUTING: Please Route Structural Review Required No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05-10-11 Approved n Approved with Conditions Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 01)I 11 Departments issued corrections: Bldg Fire 0 Ping 14 PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 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 SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted t/ :rough the mail, fax, etc. Date: , S�j /! Plan Check/Permit Number: D11-088 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner RECENED CITY OF KWILA I MAY .092011 POMP" Project Name: Russell Residence Project Address: 14051 35 Av S Contact Person: corrp-g.1 Q �itJ E tir>7 an.) Phone Number: Ao (e S7 / —d 3 S 1 Summary of Revision: Pr-e f -s e . s r a T 1a G/,6=^7 ■=,2 )77 , S. 8u t c. roc e.s3 Q/a -T'C- 7-0 / . Sheet Number(s): ,C11 a 2 , A 3 r ,(-1 Y 45, AG, E,v� „V�„2g ��c-rs l t 0L, S "Cloud” or highlight all areas of revision including date of revision f oT Pc_i Received at the City of Tukwila Permit Center by: o5(m 1'i c`-' Entered in Permits Plus on \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: • G.S. BUILDERS & DEVELOPERS, INC. ® ®® 32722 145th Place S.E. Aubum, WA 98092 Phone (253) 833 -7534 Fax (253) 883 -3585 gsbgottfrid@yahoo.com May 9, 2011 City of Tukwila Dept. of Community Development 6300 Southcenter Blvd., Suite #100 Tukwila, WA 98188 RE: Permit #D11 -088 (Russell Residence) Revision Submittal Summary of Revision BUILDING DEPARTMENT 1. Roof pitch has been revised to 5/12. Elevation dimensions have been revised on A -2, A -3, & A-6. Engineer's Sheets 1 & 2 have been revised to be consistent with 5/12 pitch. Also see Shear Wall schedule for roof pitch revision on Engineer's S1, A-4 & A -5 North, South, East & West labels have been applied on Engineer's Sheet 1. 2. Notes requiring Whole House Ventilation System have been applied to A -1 & A -3. 3. Notes requiring Building envelope and duct work leakage testing have been applied to A -1. 4. Concrete structural design has been changed to 2500 psi as noted on Engineer's S1 & A -3. 5. Per homeowner, the septic system was decommissioned and filled with dirt in 1993 when the existing mobile ho was connected to sewer. (See attached Side Sewer Permit.) Revised Site Plan shows location of decommissioned septic tank and approximate location of the old drain field. PLANNING DIVISION 1. Please see explanation in Item #1 above to the Building Department. 2. Home owner plans to take apart his mobile home, remove it from the property and recycle it. There will be no cost for him and possible income from its removal. Please note that the mobile home is constructed with steel and aluminum. The home owner is aware that he will be unable get a final occupancy on the new home before the existing mobile home has been removed from the property. G.S. BUILD RS & D ELOPERS, INC. Gottfrid Snellm:n, President D t � Page 1 of 2 5/9/2011 GSB Letterhead 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: 206 - 433 -0179 Planning Division: 206 -431 -3670 CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district PERMIT NO.: OrAterolk Site address (attach map and legal description showing hydrant location and size of main): i?( p rW. +. yyy j� N'`"++7 �y.k' ,�,'�lh a" - %�ryt�'4v �?.Y`X y��efAi { eSQ �. f.P :r �1,�x ��b,�.e43 ' f oO 'wS:0m? .wr.:Y , aim 4 ?'.'r�� YY� ... ! M' d. 4 P ��jy k �'2fT7'�iz�;eFsx'`��35".�,f ati vZi�'s['it�{�v iF� Oritt0.04.6 g00+ u ,, t kk� "£ Y� k � 1'�''�Y1 }, fi 4+e `aY� -•#. ^N. Name: pox ate! d vV i (.0 S s - f / Name: Address: / ii 05' / 35—lj _ _ �T� Address: Phone: A0,6, 09`/3 6 Phone: 0 This certificate is for the purposes of: pi Residential Building Permit ❑ Commercial/Industrial Building Permit ❑ Rezone ❑ Preliminary Plat Estimated number of service connections and water meter size(s): Vehicular distance from nearest hydrant to th closest point of structure is Area is served by (Water Utility District): Owner /Agent Signature ❑ Short Subdivision ❑ Other Nu ni uQ i \ ft. 1. 2. The proposed project is within 121•1;improvements required. o �l 0--20 1) Date (City /County) 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: (Use separate sheet if more room is needed) 4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of / 7I)n gpm at 20 psi residual for a duration of 2 hours at a velocity of 7. 3 fps as documented by the attached calculations. 5. Water availability: ®Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in Item B -2 are met. ❑ System is not capable of providing service to this project. I hereby certify that the above information is true and correct. KLoo Co. u6 STfkICI— i2-.S Agency /Phone 200O3 Zy Z -9 5,-17 By ft RECEIVED APR 07 2011 PERMI- CENTER `1- 5— 1/ Date A—A() iorts This certificate is not valid without Water District #125's attachment entitled "Attachment to Certificate of Water Availablity" \applications \water availability (7 -2003) Printed: 9 -16-03 • Attachment to • Certificate of Water Availability mg County Water Mst1ct N©D 12 The following terms and conditions apply to the attached Certificate of Availability ( "Certificate ") 1. This Certificate of Water Availability is valid only for the real property referenced herein for the sole purpose of submission to the City of Tukwila ( "City"). This Certificate is issued at the request of the City and is not assignable or transferable to any other party. Further, no third person or party shall have any rights hereunder whether by agency or as a third party beneficiary or otherwise. 2. The District makes no representations, expressed or implied, the applicant will be able to obtain the necessary permits, approvals and authorization from the City or any other applicable land use jurisdiction or govemmental agency necessary before applicant can utilize the utility service which is the subject of this Certificate. 3. As of the date of the issuance of this Certificate,.the District has water available to provide utility service to the real property which is the subject of this Certificate, and the utility systems exist or may be extended by the applicant to provide service to such property. However, the issuance of this Certificate creates no contractual relationship between the District and the applicant or the City, and the issuance of this Certificate may not be relied upon and does not constitute the District's guarantee that water utility service will be available to the real property at the time the applicant may apply to the District for such service. 4. Application for and the possible provision of District utility service to the real property which is the subject of this Certificate shall be subject to and conditioned upon the availability of water service to the real property at the time of such application, as well as all application for utility service, including conservation, water restrictions, and other policies and regulation then in effect. Applicant's Signature . Date 11 -0g-20) District Representative Y!.- (..Gt-.Gfi Date q-3--/ / RECEIVED APR 07 2011 PPRMITCENTER WiAORdI!!iG'iOWARDAM7P4' MAME% 5"�.5."�+,�f +Yirl,,i75�•j��. �'} 'a � � .SS 14816 Milita Road South P.D. Box 0 Tukwila, 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY Residential: $50 Commercial: $100 /Certificate of Sewer Availability OR ❑ Certificate of Sewer Non-Availability ty Part A: (To Be Completed by Applicant) Purpos of Certificate: LK Building Permit ❑ Preliminary Plat or PUD ❑ Short Subdivision ❑ Rezone ❑ Other Proned Use: a Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: 4�p r)Q_O 3 , R V SS-eJ I Phone: 20&, • 243 • 5906, Property Address or Approximate Location: Tax Lot Number: 140 61 — 3S 1�23O4• i �� Legal Description(Attach Map and Legal Description if necessary): Part B: (To Be Completed by Sewer Agency) 1. Cr a. Sewer pervice will be provided by side sewer connection ON otwthe site and the sewer system only to an existing Gil size sewer has the capacity to serve the proposed use. sewer system of: to reach the site; and /or the site; and /or OR ❑ b. Sewer service will require an improvement to the ❑ (1) feet of sewer trunk or lateral ❑ (2) the construction of a collection system on ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR The sewer system improvement will require a sewer comprehensive plan amendment. ,❑,/b. 3. I.'1 a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ / 50 o c3 a. District Connection Charges due prior to connection: 4e1P /Qe �o01 GFC: $ SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) Either a King County/Metro Capacity Charge, a SWSSD, or Midway Sewer District Conn ECEI V Charge may be due upon connection to sewers. APR 0 7 21 b. Easements: Cl Required El May be Required c. Other: PERMIT CB' 1 I *No 0 8 8 I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from the date of signature. Date ED 11 DER ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY/NON- AVAILABILITY The following terms and conditions apply to the attached Val Vue Sewer District ( "District ") Certificate of Sewer Availability/Non- Availability ( "Certificate "). 1. This Certificate is valid only for the real property referenced herein ( "Property"), which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and/or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and/or regulations in effect at the time of such application. I acknowledge that 1 have received the Certificate of Sewer Availability/Non-Availability and this Attachment, and fully understand the terms and conditions herein. IA) Applicant's Signature oL-1- -0S-2.dlt Date INSIDE_....... -- REPAIRS... DEPOSIT OWNER_ VAL VUE SEWER DISTRICT APPLICATION FOR SIDE SEWER PERMIT )5;.-30(t HOUSE ADDRESS 14&41 d s ,..(hY t NAME SUR- DIVISION 35-"" Aloe' CONTRACTOR. .44x'.e. PERMIT N! 03782 EASEMENT CARD a) BASEMENT: YES..._.......... _ NO...___ _ _ . LOT ELK. No. .... .. ...__... _ SCALE DISTRICT APPROVAL BY ('t t DATE 9 _.. 90. TEST RESULTS .. °. ~..0 /Xi 0 Alp c/4/AC ci4/AC b /NAL bK 1 HEREBY CERTIFY THAT THE ABOVE CONNECTION HAS BE MADE AS SHOWN, PRIOR TO BACKFILL BY "'� `---,.. DATE /4)-2—'3° digtoe • • 1 ':: ' • . !,. : ! SrtiOk., 1. 1 1 • • : .; . . . . ! • ; - ; • . . . .. . ... ; ; I : . : 4 i';;.!1•;'.1; • Indemnification and Hold Harmless and Permit Temporary in Nature Reference Number(s) of Related Document(s): D11 -088 Grantor: GS Builders and Developers, Inc. /Elaine Snellman, Secretary /Treasurer, a Corporation Grantee: CITY OF TUKWILA, a municipal corporation of King County, Washington Work Location: Within 35th Ave. South and adjacent to 14051 35th Ave South Abbreviated Work Description: Work within the City Right -of -Way including driveway accesses and utilities. NOW, THEREFORE, the parties agree as follows: The Permittee shall indemnify, defend and hold harmless the City, its officers, agents and employees, from and against any and all claims, losses or liability, including attorney's fees, arising from injury or death to persons or damage to property occasioned by any act, omission or failure of the Permittee, its officers, agents and employees, in using the City's right -of -way under this permit. This indemnification and hold harmless shall not apply to any damage resulting from the sole negligence of the City, its agents and employees. To the extent any of the damages referenced by this paragraph were caused by or resulted from the concurrent negligence of the City, its agents or employees, this obligation to indemnify, defend and hold harmless is valid and enforceable only to the extent of the negligence of the Permittee, its officers, agents, and employees. Further, the right -of -way permit herein is wholly of a temporary nature and it vests no permanent right to use whatsoever to the Permittee. IN WITNESS WHEREOF, said individuals have caused this instrument to be executed this e?J day of �r c Authorized Signature STATE OF WASHINGTON) )ss. County of King ) C I certify that I know or have satisfactory evidence that �lt� ✓1 C Si'>rllifnet is the person who appeared before me, and said person acknowledged that he signed this instrument, on oath stated that he was authorized to execute the instrument and acknowledged it as the SeCfretrtrq. / j �RrJiir" er of 6 5_ i e toe (S t 'Uc? (0 ?v rr5 .iii C. a corporation, to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument. Dated C?�()49 �� ppL� (lotary Public in and for the State of Washington residing at tAKtr.,),(C� My appointment expires DATED this GRANTEE: CITY of TUKWILA By: Print Name: Bob Giberson Its: Public Works Director day of ()la , 2011. STATE OF WASHINGTON) )SS. COUNTY OF KING ) On this day, before me personally appeared BOB GIBERSON to me known to be the PUBLIC WORKS DIRECTOR for the City of Tukwila, and executed this instrument on behalf of the City of Tukwila in his capacity as PUBLIC WORKS DIRECTOR and acknowledged that he is authorized to do so at his free and voluntary act and deed, for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. NWA1111111 Name: (e L c,rc( ���u _ 4 ((Jerk OTA4.4. I NOTARY PUBLIC, in and for the State of 4& 110° Washington, residing at 641-i6,..)1 1 LL "47-14411:4119:;1114:211i74-916% My commission expires: ()5/947(//V 1�8 Contractors or Tradespeople Peter Friendly Page General /Specialty Contractor A business registered as a construction contractor with LEI 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 G S BUILDERS E DEVELOPERS INC UBI No. 600265986 Phone 2538337534 Status Active Address 13523 Se 333Rd Place License No. GSBUII'228BL Suite /Apt. License Type Construction Contractor City Auburn Effective Date 1/13/1978 State WA Expiration Date 7/24/2011 Zip 98092 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date SNELLMAN, GOTTFRID E Cancel Date 01/01/1980 Bond Amount SNELLMAN, ELAINE 5 7 01/01/1980 100137776 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 7 American Contractors Indem CO 100137776 09/01/2010 Until Cancelled $12,000.00 09/01/2010 6 CBIC SD9078 07/18/2002 Until Cancelled 07/24/2010 $12,000.0007/17 /2002 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 27 ENDURANCE AMERICAN INS CO CBC10000034600 01/01/2011 01/01/2012 $1,000,000.00 12/30/2010 26 NAVIGATORS INS CO 06CGL0001043 01/01/2009 01/01/2011 $1,000,000.00 12/31/2009 25 NAVIGATORS INS CO 06CG0001042 01/01/2008 01/01/2009 $1,000,000.00 12/31/2007 24 N I C INS CO SE06CGL00014001 01/01/2006 01/01/2008 $1,000,000.00 12/29/2006 23 NATIONAL FIRE Et MARINE INS CO 72LP166007A 12/02/2004 01/01/2006 $1,000,000.00 11/23/2005 22 NATIONAL FIRE Et MARINE INS CO 72LP159794 12/02/2003 12/02/2005 $1,000,000.00 12/01/2004 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Printaspx 05/26/2011 DESCRIPTION G.S. Builders & Developers, Inc. (GSB) proposes to build a 1400 sf 50' x 28' one -story house and perform all work to complete the house per plan and specs as described below. House to be built on customer's lot. Main Floor - 9 -1/2" I-joists 19.2 " O.C. & 3/4" T &G top notch OSB subflooring (glued & screwed) Exterior Walls - 2x6 HF studs 16" O.C. with 7/16" OSB sheathing plus 1/2" insulation panel on top- of OSB (due to all electric heat), R -21 insulation and 1/2" GYP board on the inside of exterior walls, taped and textured Interior Walls ; 2x4 HF studs 16" O.C. with 1/2" GYP board on each side of wall Interior Ceilings - vaulted ceiling in49 insulation and 5/8" Flat ceiling in rest of the house. R-49 GYP board taped and textured. Roof - manufactured trusses 24" O.C. with 16" roof overhang. Roof pitch is 4/12 with scissor trusses over living, dining room, and kitchen. 7/16" roof sheathing and 5/4" x 6" preprimed whitewood EXTERIOR DOORS & WINDOWS Front Door - 3 -0 X 6 -8 Fiberglass door with wagon wheel glass top Utility Door - 3 -0 X 6 -8 Fiberglass out -swing door with wagon wheel glass top Windows - Milgard Styleline white vinyl dual glazed insulated glass, screens Included. SIDING Fiber Cement Horizontal Siding - 7" to weather on the whole house Moisture Barrier - Tyvek moisture barrier (or equal) under siding Windows & Other Exterior trim - 1" x 4" pre -primed whitewood ROOF 30 -year PABCO composition on 4/12 pitch 5" gutters / downspouts - continuous white enamel aluminum PLUMBING Water pipes Pex pipe system or equal, (2) hose bibs Waste and venting pipes - ABS Hot Water Tank - 50 gal. electric All rough -in materials including lays, tub, shower, toilets, kitchen (8" deep ss sink) included. NOTE: PLUMBING FAUCET FIXTURE AND FINAL TRIM MATERIAL ARE INCLUDED PER BUILDERS STANDARD HEATING / AIR CONDITIO ING Furnace — Electric 10 kw / Integratewhole house ventilation system. SEE A-3 Duct Work — Duct work i c u es 10 supplies 1 re Honeywell Pro 4000 thermostat. Vent for both bathrooms, utility, dryer & kitchen ELECTRICAL Receptacle outlets — approx. 12' apart per code, (4) waterproof outlets (10) recessed cans with white baffle trim, (1) paddle fan, (1) exterior floor light, north gable GFI circuit protected outlets — kitchen, baths, laundry, front porch, back porch per code 200 AMP service — Wiring for smoke detectors per code, wiring for bath and utility, kitchen fans, 24 hr. timer, chime, (2) phone jacks, (2) TV outlets 220v Electrical — Range, dryer & furnace all per code NOTE: SURFACE MOUNT LIGHT FIXTURES & PADDLE FAN ARE NOT INCLUDED. COST TBD INSULATION R -49 Blow in flat ceiling & R -49 Batt in vaulted ceiling R -21 in the wall -30 in under -floor DRYWALL 1/2" drywall on exterior and interior walls 5/8" drywall or CD board in ceilings PVA & light textured walls & ceilings PAINTING Exterior - One coat over pre -primed siding including trim Interior walls & ceiling - (1) coat flat latex over PVA Baths, utility room & kitchen - (1) coat semi -gloss over PVA Interior Trim & Doors - (2) coats semi -gloss One color throughout the house MILLWORK Interior Doors - 6 -panel HC paint grade throughout Door Casing - 2 -1/4" WP156 trim. NOTE: No trim around windows Baseboards - 2 -1/4" WP156 MDF trim Interior Locks - Kwikset satin nickel lever handle CLOSET SHELVING (1) Solid shelf w/ rod in all closets, (5) solid shelves in linen closet CABINETS / VANITIES AND COUNTER TOPS Aristkraft Oak Oakland traditional, Natural stain, is standard Cabinets include kitchen island with eating counter and 24" upper above counter, 12" base and (2) 30" wall cabinets in laundry room, and 48" combo vanity 36" high in master and hall bath Countertop - Standard laminate in kitchen, hall bath, laundry room, and master bath Counter backsplash - Standard 4" high tile in kitchen, 4" tile in master bath, hall bath, and laundry room APPLIANCES NOTE: Standard Appliances are included as follows: Whirlpool 30" Electric Range, white 30" vented Hood Refrigerator - 28" WHIRLPOOL REFR. W8TXNGFWQ 18CF FLOOR COVERINGS & HARD SURFACES Carpet - Builders standard over 7# pad in all bedrooms Laminate Hardwood Floor - Living room and Hall Vinyl Flooring in hall bath, laundry room, kitchen and dining room Fiberglass shower & tub units in master and hall bath BATH HARDWARE Towel bars and / or rings' and TP holders in both bathrooms Mirror above vanities Shower door unit with white enamel trim & clear glass in Master bath SEPARATE PERMIT RiEOUIRED FOR: ❑ Mechanical goClectricai ❑ Plumbing O Gas Piping C,;,/ of Tukwila El..iif-.FlNG DIVISION Foundation / Excavation / Drainage / Utilities as described below: Foundation 2' high wall Includes all labor & material to form / poor concrete, place steel & all hardware, strip forms and haul in & out forms / concrete pumping Excavation - Includes erosion control per City approval / Footing Excavation / Drainage / Backfiling / Fine grading including all equipment, operator and labor. Any import or export of fill or gravel except drain rock for footings IS NOT INCLUDED. Utilities - Install conduit underground for Power, TV & Phone from street to house panel. Install conduit from house panel to the garage. Re- connect and install new Sewer from the existing location to new house. Install new Water Line from street to new house. Install Footing drain around the foundation. Includes all Equipment, operator & labor. ateria o perform the above work. BUILDING ENVELOPE LEAKAGE TESTING 502.4.5 Building Air Leakage Testing: Building envelope air leakage control shall be considered acceptable when tested to have an air leakage less than 0.00030 Specific Leakage Area (SLA) when tested with a blower door at a press of 50 Pascals (0.2 inch w.g.). Testing shall occur at any time after rough in and after installation of penetrations of the building envelope, including penetrations for utilities, plumbing, electrical, ventilation, and combustion appliances and sealing thereof. When required by the building official, the test shall be conducted in the presence of department staff. The blower door test results shall be recorded on the certificate required in Section 105.4. EXCEPTIONS: 1 Additions less than 750 square feet. 2. Once visual inspection has confirmed the presence of a gasket (see Section 502.4), operable windows and doors manufactured by small business shall be permitted to be sealed off at the frame prior to the test. Specific Leakage Area (SLA) shall be calculated as follows: SLA = (CFM50 x 0.055) /(CFA x 144) Where: CFM50 = Blower door fan flow at 50 Pascal pressure difference CFA = Conditioned Floor Area of the housing unit During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed. 2. Dampers shall be closed, but not sealed; including exhaust, intake, makeup air, back draft, and flue dampers; 3. Interior doors connecting conditioned spaces shall be open; access hatches to conditioned crawl spaces and conditioned attics shall be open; doors connecting to unconditioned spaces shall be closed but not sealed; 4. Exterior openings for continuous operation ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling system(s) shall be turned off; 6. HVAC ducts supply and return registers shall not be sealed. REVISIONS 'qes shall be made to the scope rk without prior approval of 'cwila Building Division. ns wigtequirc a n^:v r1r.n rllbrn. .:1 _ 1cleadditionaf P'L:Tr 'r;: , • f cs. I DUCT WORK LEAKAGE TESTING 503.10.2 Leakage Testing: Ducts shall be leak tested in accordance with RS -33, using the maximum duct leakage rates specified in Section 503.10.3. 503.10.3 Sealing: All ducts, air handlers, filter boxes, and building cavities used as ducts shall be sealed. Joints and seams shall comply with Section M1601.3 of the International Residential Code or Section 603.9 of the International Mechanical Code. Duct tightness testing shall be conducted to verify that the ducts are sealed. A signed affidavit documenting the test results shall be provided to the jurisdiction having authority by the testing agent. When required by the building official, the test shall be conducted in the presence of department staff. Duct tightness shall be verified by either of the following: 1. Post- construction test: Leakage to outdoors shall be less than or equal to 6 cfm per 100 square feet of conditioned floor area or a total leakage less than or equal to 8 cfin per 100 square feet of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pascals) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 6 cfm per 100 square feet of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pascals) across the roughed -in system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 4 cfm per 100 square feet of conditioned floor area. EXCEPTIONS: 1. Duct tightness test is not required if the air handler and all ducts are located within conditioned space. 2. Duct tightness test is not required if the furnace is a nondirect vent type combustion appliance installed in an unconditioned space. A maximum of six feet of connected ductwork in the unconditioned space is allowed. All additional supply and return ducts shall be within the conditioned space. Ducts outside the conditioned space shall be sealed with a mastic type duct sealant and insulated on the exterior with R -8 insulation for above grade ducts and R -5 water resistant insulation when within a slab or earth. FXLE COPY Permit Ito. Q, ' 09$ Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize ti i; vo;aticn of any adopted code or ordinance. Receipt 01 approved Field Co` ; • conditions is acknowledged: City Of 1Ukwlta BUILDING DIVISION DRAWING INDEX AO PLOT PLAN Al INDEX & DESCRIPTION A2 WEST & EAST ELEV. / FRONT & REAR A3 SOUTH & NORTH ELEV. / LEFT & RIGHT A4 MAIN FLOOR PLAN A5 FOUNDATION PLAN ! REVIEWED FOF CODE A6 COMPLIAN SECTION 'PROVED A7 FLOOR JOIST FRAMING PLAN k MAY 9 5 2011 A8 ROOF FRAMING PLAN AS SHT. 1 STRUCTURAL - ELEV. PLAN CityofTukwila SHT. 2 STRUCTURAL - FLOOR PLAN BUILDING DIVISI( SHT. 3 STRUCTURAL - FOUNDATION PLAN SHT. 4 STRUCTURAL - ROOF PLAN RECEIVEp S1 CITY OF TU}��UIIILA STRUCTURAL - NOTES MAY 0 s 2011 S2 STRUCTURAL - DETAILS . RI -RMIT ( 1=NT1 D CORRECTION LTR# cE N. Builders 4 Devi-, Inc, Excellence Since 1964 Phone 253- 833 -1534 Fax 253 -853 -3585 gsbgottfrideyahoo.co www.GSBUILD4U.COM C-6 cp 3 -34 DATE 4/4/11 REV -5 9 SCAL _. 1/4" - DRAWNCz No. f °r 8 RIDGE ELEV, 141.56' FINISHED GRADE E LEV. 125.83' CONCRETE REA ELEVATION PORCH CONCRETE PATIO FINISHED GRADE ELEV. 125.83' 30 YEAR PABCO PREMIER COMP. ROOF OVER 7/16 OSB ROOF SHEATHING NAILED PER FLAG NOTE: #1 - SHEET #S2 W/ H -CLIPS 24 "O.C. AND TRUSSES 24" O.C. WEST ELEVATION CONTINUOUS RIDGE VENT '12 - RIDGE ELEV. 141.56' "Nib) 11-- 1` rrrrrr rr rrrrrrrr rrr1711rrrrrrrrlrlrrrrrrrrrrrrrrrrrr \'111rrr rMIrr1111111r11111rrr11•rr■ rr11111111111r.11irrr1011rr ■rrrrI1111111111r11111rrr1•111rrrIIrrM;N11��r rrrrrrrrrrrrrrrr�rrrrrrrrrrrlrrrrrrrrrrrrrrrrrrrIfir r TOP OF ATE- Phone 253- 833 -7534 Fax 253 -853 -3585 gsbgottfrideyahoo.co www.GSBUILD4U.COM 4-0 rrrrrrrrrrrrrr rrrrrrrrrrrrrrrrr�rrrrrrrrrrrrr rr••r ■rrION �rrr�r�rr�rrEll III 11•1 INN In MI r = 1. �r rrrrrrrrr■• rrrrrrrrrrrrrrrrr ■■rrrrrrrrrr411•1■rr r•rrr•rrr rrrrIN MI MI MIll rrIII• NI NI MAN 11 MI rr r■■ Irr■■■■ r■■ r■■ r■. r■ 1M■. Ir■■ r■■ r■ 11■■ rr ■■r■■r111■r■.11■rrr■■11■1■ri■r■■r■■ rrrrrrr■: ■■oMN ■ ■ MI NI NI■■■■■■r■■I !�Irr `r IN ir NM ■■r■■r■■■■■ `■■� r■ 111■■ r11■ r■■■11■■■■■■rr■111rr111■r■MMr�.:INIr■■ .■■.rrrlrrrrrrrrrrrrrrrrrrrrrr 011 — 111111 --- --- -MN NI - - Mill rWI ■------------- -- - - -MINIM ■■■ Mr■■■■ r■ r11■ r■ I• r■■ r■■■■■ M■■` r■■ r■■M■■■r■■Irr=■■■r■■Ir■■rrr■r■■ 1 rrM■■■■■■■rrrrr■■ NI 1•11 •111 NI IIIIN _ MI NM 111111.11111•1 7 // SCALE - 1/4" : DRAU1N � Cx �� � No- 'Z v 8 _ 7 A 3 -0 SLIDER t3 -6 Allr ilikertfralk 4 -0 X i -u SuuER ,--, FIBER CEMENT SIDING 1217 -1/2" RISEAR THE WEATHER 7" TO -_ _— — — - 1 •° Q • e 4 • e -- A . ♦ . � . -° .A .A -A • -A .e a A ^ A A ^ 6 , _ _ _ .° .° ° FINISHED GRADE E LEV. 125.83' CONCRETE REA ELEVATION PORCH CONCRETE PATIO FINISHED GRADE ELEV. 125.83' 30 YEAR PABCO PREMIER COMP. ROOF OVER 7/16 OSB ROOF SHEATHING NAILED PER FLAG NOTE: #1 - SHEET #S2 W/ H -CLIPS 24 "O.C. AND TRUSSES 24" O.C. WEST ELEVATION CONTINUOUS RIDGE VENT '12 - RIDGE ELEV. 141.56' "Nib) 11-- 1` rrrrrr rr rrrrrrrr rrr1711rrrrrrrrlrlrrrrrrrrrrrrrrrrrr \'111rrr rMIrr1111111r11111rrr11•rr■ rr11111111111r.11irrr1011rr ■rrrrI1111111111r11111rrr1•111rrrIIrrM;N11��r rrrrrrrrrrrrrrrr�rrrrrrrrrrrlrrrrrrrrrrrrrrrrrrrIfir r TOP OF ATE- FIBER CEMENT SIDING 7" TO THE WEATHER e n vA n e n e n A vA v° n `A n v° n VA n vA n e v v n ° n A � 30 - G . 4'0 . 4 0 . 4'A . FINISHED GRADE ELEV. 125.83' FRONT ELEVATION CONCRETE 1-0 X 4-0. DBL SLIDER FINISHED FLOOR ELEVN. 12/.31 FRONT PORCH TOP OF FOUNDATION ELVF_ 126.31 vA , n v° ^ vA ^ t Ate`_\ VA . v^ v v .�Il \I FINISHED GRADE -ELEV. 125.50' s- \- i A v° it • v v^ (2) 7 -1/2" RISEAR EAST ELEVATION MAIN FLOOR 1,400 SF TOTAL - - -- 1,400 SF VIEWED FOR ODE COMPLIANCE APPROVED MAY 4 5 2011 City of Tukwila - BUILDING DIVISION RECEIV CITYOFTU LN MAY 09 2011 PERMIT CENTER GS Builders 4 Devi,, Inc. Excellence Since 1964 Phone 253- 833 -7534 Fax 253 -853 -3585 gsbgottfrideyahoo.co www.GSBUILD4U.COM 4-0 X 4-0. ELI DER ER FIBER CEMENT SIDING 7" TO THE WEATHER e n vA n e n e n A vA v° n `A n v° n VA n vA n e v v n ° n A � 30 - G . 4'0 . 4 0 . 4'A . FINISHED GRADE ELEV. 125.83' FRONT ELEVATION CONCRETE 1-0 X 4-0. DBL SLIDER FINISHED FLOOR ELEVN. 12/.31 FRONT PORCH TOP OF FOUNDATION ELVF_ 126.31 vA , n v° ^ vA ^ t Ate`_\ VA . v^ v v .�Il \I FINISHED GRADE -ELEV. 125.50' s- \- i A v° it • v v^ (2) 7 -1/2" RISEAR EAST ELEVATION MAIN FLOOR 1,400 SF TOTAL - - -- 1,400 SF VIEWED FOR ODE COMPLIANCE APPROVED MAY 4 5 2011 City of Tukwila - BUILDING DIVISION RECEIV CITYOFTU LN MAY 09 2011 PERMIT CENTER GS Builders 4 Devi,, Inc. Excellence Since 1964 Phone 253- 833 -7534 Fax 253 -853 -3585 gsbgottfrideyahoo.co www.GSBUILD4U.COM 4-0 4 -O. ELI ER FIBER CEMENT SIDING 7" TO THE WEATHER e n vA n e n e n A vA v° n `A n v° n VA n vA n e v v n ° n A � 30 - G . 4'0 . 4 0 . 4'A . FINISHED GRADE ELEV. 125.83' FRONT ELEVATION CONCRETE 1-0 X 4-0. DBL SLIDER FINISHED FLOOR ELEVN. 12/.31 FRONT PORCH TOP OF FOUNDATION ELVF_ 126.31 vA , n v° ^ vA ^ t Ate`_\ VA . v^ v v .�Il \I FINISHED GRADE -ELEV. 125.50' s- \- i A v° it • v v^ (2) 7 -1/2" RISEAR EAST ELEVATION MAIN FLOOR 1,400 SF TOTAL - - -- 1,400 SF VIEWED FOR ODE COMPLIANCE APPROVED MAY 4 5 2011 City of Tukwila - BUILDING DIVISION RECEIV CITYOFTU LN MAY 09 2011 PERMIT CENTER GS Builders 4 Devi,, Inc. Excellence Since 1964 Phone 253- 833 -7534 Fax 253 -853 -3585 gsbgottfrideyahoo.co www.GSBUILD4U.COM 4ve, 6,1 1 DATE 4/4/11 REY • 7 // SCALE - 1/4" : DRAU1N � Cx �� � No- 'Z v 8 SCOPE OF WORK — 'Perform lateral and gravity analysis on residential structure using Allowable Stress Design for wood elements and Ultimate Strength Design for foundation elements. Mark -up ,full .size architectural sheets with engineering requirements and . attach full size S sheet(s) with remaining_ engineering requirements. The perscriptive. method for lateral loads does not apply since the engineering calculations and requirements are provided by this engineering per IBC Chapter 16 and .ASCE 7 -05. PROJECT: GS BUILDERS & DEVELOPERS — P/N 1523049199, 1400 S.F. Rambler SITE ADDRESS: 4051 35th Ave S, .Tukwila; WA 98188 . DESIGN CODES: International Building Code, 2009, ASCE Standard 7 -05 NDS National Design . Specification for .Wood Construction ACI..Building Code Requirements for Reinforced Concrete Seismic Design Parameters USGS Open -File Report 01 -437 DESIGN .CRITERIA: WIND EXPOSURE: B, BASIC WIND SPEED 85 MPH SEISMIC DESIGN CATEGORY: D SITE CLASS: D MCE. Parameters: Central Latitude = 47.45, .Central Longitude = — 122.27 I. = 1.0; • Se 133.7% Si = 46.0% F. 1.00 Sds = 89.2% R 6.5; Bearing Wall System, F =(F. x Sds / R) x W FLOOR /DECK: . Live Load . 40 psf, Dead Load = 10 psf BALCONY: Live Load 60 psf, Dead Load = 10 psf ROOF: Live Load (snow) = 25 psf, Dead Load Comp 17 psf. MAX ALLOW SOIL BEARING USED = 1500 psf. "WORKMANSHIP: • . • All workmanship shall conform to the International Building Code, 2009, Chapter 18 & 19 for foundations and Chapter 23 for framing. Except the Braced Wall Line Requirements . do not apply. This is because this engineering includes the lateral. design to resist forces specified in IBC Chapter 16 and ASCE 7 -05. Minimum nailing shall be per table 2304.9.1 of the IBC unless noted otherwise on attached drawings. MATERIALS: All metal in � contact with treated wood to be hot dipped galvanized. •This is not required for wood treated with borrat. If the building 'department that provided the permit approves of non— treated sill plates,. this is • acceptable, provided they are protected from concrete as specified by that department. Minimum grade of new wood assumed for Beams (visually graded per WCLIB, WWPA): Doug Fir No 2 or better All hardware shall be Si Concrete 28 day strengt Reinforcing steel deforme Joists, Beams and Rafters: Doug Fir No. 2 or better Studs: Hem Fir stud grade or better (unless noted otherwise on framing plans) Glue —Lam Beams: Fb 2400 psi min DF /DF Posts: Doug Fir No. 2 or better or equal. A615 Grade 40 INTEGRATED WHOLE HOUSE VENTILATION SYSTEM M1508.5.1Integr�ia�d ilholb1-Iouse Ventilation Systems. Integrated whole house ventilation systems shall provide outdoor air at the rate calculated using Section M1508.3. Integrated forced -air ventilation systems shall distribute outdoor air to each habitable room through the forced -air system ducts. Integrated forced -air ventilation systems shall have an outdoor air inlet duct connecting a terminal element on the outside of the building to the return air plenum of the forced -air system, at a point within 4 feet upstream of the air handler. The outdoor air inlet duct connection to the return air stream shall be located upstream of the forced -air system blower and shall not be connected directly into a furnace cabinet to prevent thermal shock to the heat exchanger. The system will be equipped with a motorized damper connected to the automatic ventilation control as specified in Section M1508.5.2. The required flow rate shall be verified by field testing with a flow hood or a flow measuring station. 302.3 Climate Zones: All buildings shall comply with the requirements of the appropriate climate zone as defined herein. ZONE 1: Climate Zone 1 shall include all counties not included in Climate Zone 2. ZONE 2: Climate Zone 2 shall include: Adams, Chelan, Douglas, Ferry, Grant, Kittitas, Lincoln, Okanogan, Pend Oreille, Spokane, Stevens, and Whitman counties. I 01 • CONNECT BOT CHORD OF GABLE 'TRUSS TO TOP PLATES OF WALL BELOW THIS LINE WITH 8d. AT 6 �� O.C. TOENAILS. CONNECT ROOF SHTG TO TOP. CHORD OF THIS TRUSS WITH 8d 6 ":0.C. 1F GABLE END SHEATHING OVERLAPS TOP PLATE BY 1 -1/2" MAY OMIT TOENAILS AND NAIL SHTG TO TOP PLATE WITH 8d © 6" 0.C. AND NAIL TOP PLATES TOGETHER WITH 16d ® 6" O.C: • . OR: MAY OMIT TOENAILS IF NAIL BOT CHORD OF TRUSS INTO 2X6 BACKER PLATE WITH 8d ® 4" O.C. TOE NAILING AND NAIL BACKER PLATE TO TOP PLATE WITH 16d © 24" 0.C. CONTINUOUS RIDGE VENT 1 4 -0 4 -0. SLI ER FINISHED GRAPE 5/4 "X6" PRE- PRIMED WHITEWOOD FASCIA BOARD AND BARGE RAFTER 5" WHITE ALUMINUM ROOF GUTTERS AND 2X3 DOWNSPOUTS 1X4 CORNEAR BOARD CONCRETE FRONT PORCH �` SOUTH ELEVATION CONTINUOUS RIDGE VENT 16" X 16" VENT FINISHED GRADE ELEV. 125.83' RIDGE ELEV. 141.56 12 NEVIONED FOR C DE COMPLIANCE APP -OVED MAY h 5 2011 7 -0 X 4 -0. DBL SLIDER 7 -0 X 4 -0. DBL SLIDER FIBER CEMENT SIDING 7" TO THE WEATHER FINISHED FLOOR- ELEV. 127.31' TOP OF FOUND. WALL — v vQ • , v4 , A ve , v 1 ^ v° A FINISHED GRADE ELEV. 125.50' RIGHT ELEVATION FINISHED GRADE ELEV. 125.83' 28' -O" A � 1 --' — — \ O I 1� NORTH ELEVATION City of Tukwila BUILDINGDIVIsICI v, , v, EIVE CITY RE OCF TUK LA MAY 09 2011 PERMIT CENTER GS Sul Iclers 4 Devi,/ Inc, Excel Ience Since 1964 Phone 253 - 833 --1534 Fax 253 -S83 -3585 gsbgottfridfyahoo.cot r www,GSIBUILD4U.COM DATE 4/4/11 RE IS r /A/ q SCAL _, ?"1/4 " =II DRAUING /�1 �� No. 3 a � 8 ( J FOOTNOTES. TO. SHEAR WALL SCHEDULE: (1.) EXTERIOR SHEATHING ON NEW EXTERIOR. WALLS NOT INDICATED ABOVE SHALL BE (1) LAYER 1/2" PLYWOOD (APA RATED), 7/16" OSB '.(APA RATED) OR APA RATED . . `PANEL SIDING WITH MIN THICKNESS ® GROOVES. OF 3/8 ". NEW WALLS NOT ON ABOVE SCHEDULE NAIL .8c1 ®'6" . O.C. ' PANEL EDGES AND NAILING 12 " IN FIELD. (2). MINIMUM 1/2" A.B.'S, MIN. '2 ANCHOR BOLTS: PER NEW EXTERIOR 'WALL,. 12" FR OM ENDS..; PROVIDE :3., . x 3". x 0.229", 'SQUARE. WASHERS ON ALL NEW ANCHOR BOLTS..' SPACE A:B..'S 6' -0" O.C. :EXCEPT AT SHEAR - WALLS:. ,SEE' SHEAR • WALL TO DUE TO NEW. PRESSURE TREATMENT OF WOOD THE,' ANCHOR BOLTS . ARE , TO BE HOT DIPPED: GALVANIZED UNLESS A BORATT TREATMENT IS USED FOR THE . SILL PLATES. EXPANSION ANCHORS ARE AN ACCEPTABLE. OPTION TO 'ANCHOR. BOLTS IN EXISTING WALLS INSTALLED AS SHOWN' ON THE SHEAR WALL' DETAILS, ALSO, ACCEPTABLE ANCHOR BOLT OPTION IS SIMPSON. UFP 'ANCHORS, CONTACT ENGINEER FOR SPACING. • . (3): ALL NEW HARDWARE SHALL BE.. SIMPSON BRAND OR EQUAL. LAG SCREWS. IN TREATED. WOOD TO BE . HOT DIPPED GALVANIZED: (4). LOCATE CRAWL SPACE VENTS. TO MISS HOLDOWNS BY 2" MIN. (5): THERE ARE :NO SHEAR WALLS WITH SEISMIC SHEAR OVER 350 PLF. (6): :° POSTS- AT ENDS. OF SHEAR : WALLS COMPOSED OF MULTIPLE 2X . MEMBERS SHALL BE NAILED :TOGETHER WITH 1Od'' © 6 O.C: VERTICALLY. 9 N SHEAR WALL SCHEDULE v 1 Wall No. Sheating (See Ft. Note 1) Panel Edge Nailing Holdowns CD ea. End (See Ft. Notes 3, 4, & 6) Sole Plate Nailing Anchor Bolt Spacing (See Ft. Note 2) Detail(s) Shear (pif) (See Ft. Note 5) O(1) layer of 746" OSB or 1542' PLWD (1) Side d ®4" o.c. HDU4 OR STHD1ORJ STRAP A.B. © 4' -0" o.c. SEE DET S2 OR S4 294 W 158 S :ii::(1) layer of 7/6" OSB or 12' PLWD (1) Side 8d ®3" o.c. HDU5 OR STHD14RJ STRAP A.B. ®3' -0" o.c. • , • SEE DET S2 OR S4 420 W 225 S A A. 4'0 . 4'0 .4 4'0 .4 4'0 .4 4'0 .4 4'0 . 4'0 . 4'0 4'0 L. • D D D A D D D D D A 1 D A D D D • D D D D A °, O° O° 0° O° O° O° O° O° 0 °, 4 ° 4 ° 4 ° 4 ° 4 ° 4 ° 4 ° 4 °' 4 ° 4 'A, . 4'4 . 4'0 I. 4'0 . 4'0 . 4'0 . 4'A . 4'0 . 4'0 . 4'0 . D D D D 1" D D D D A D D '"'Q. D D D D D D D ° 4 ° 4 ° 4 ° 4 A 4 A 4 A 4 ° 4 ° 4 ° 4 'o . 4'0 . 4'0 . 4'0 . 4'0 . 4'0 . 4'0 . 4'0 . 4'0 . 4'0 . 12 -0' X 20 -0' CONCRETE PATIO , '',..°,, °v„°:',, o . 450' -O ", . . v'o . 43'A . )'A . 1.'A . o . 4'0 . 4'0 . 4'0 . 4'0 . 4'0 . 4'0 • D D SD A 1D A '. • I, 1I D 'D D D • A 4° a 4° 4 , -5i 4° 4° ° 4 n � 4 n� 4 ° 4,6'4 n 4 ° 'o • 4 '0 . 4% . .6% . 4 '0 . . /S'0 . D' ' D D • A 'D 'D 4.0 X 1 -0 HALF SLIDER D 22' -2si." 3 -0 X 3 -6 HALF SLIDER 5I -0" SHELVING & ROD 51 -0" 60" FBG. TUB UNIT 1 0 5'-'115/16" FAN 50 CFM MASTER BEDROOM 3' -0" WHOLEHOU' E FAN 110 CF LAUNDRY 4.9 6' -7" x 10- 6" V► L BATHROOM 5'8 "x 7' -9" VINYL 111 -5" x 10' -6" VINYL . ELE TER PHONE 41 -411 101 -0" x 10' -6" 151,3030 101 -1 13/I6" VINYL 3330 W3330 W3330 , 34" ,HIGkI,WALL ATTIC ACCESS 24 "X30" n W /WEATHER STRIPPING VAULTED CEILING SHELF 6' -0" x 8' -0" VINYL \`r ATTIC ACCESS O SMS FAN 50 CFM GLASS SHOWER DR. BEDROOM #1 tT1.1D14R5 O R/C 10 " -11" x 11' -0" CARPET RAWLSPACE CCESS 30"X24" /WEATHER® %. RIPPING 1 O R/C LIVING ROOM 19' -0" x 16' -3" HARDWOOD. BEDROOM #2 10' -0" X 11' -0" CARPET 101 -0 1/16" 4 0 X 4 -0 HALF SLIDER -0 X 4 -0 HALF SLIDER 3' -51�" 4' -0II 111-43" 41 -0" 10' -314" 4 7' -0" X 4 -0" DBL SLIDER' 4 . 4'v . u L1 . v'A • 4'0 . D 'D D 'D A ,D D t".. II 1 ^ 11 4 °° ^I II 4 ° ' 4 .,. 4 2 -5 MAIN FLOOR PLAN 1 4 3 4 V! REVIEWED FOF BODE COMPLIAN APPROVED MAY 952011 City of Tukwila BUILDING DIVISID RECEIV CITYOFTU E LA MAY 0 9 2011 PERMIT CENTER GS Builders 4 Del/l„ Inc, Excellence Since 1 '564 Phone 253- 833 -1534 Fax 253 -S83 -3585 gsbgottfr ideyahoo. com www.GS$UILD4U.001-1 Ave. S., 1 DATE 4/4/11 . SCAL _ 1/4 ' _ r DRAWNG No 4 o r- 8 EXT. SHTG PER SHEAR WALL SCHED. & FTNT 1 ON SCHEDULE IF SHTG. NOT CONT. FROM WALL TO SILL PL CONTACT ENGINEER FOR BOT PL /RIM NAILING FIN. GRADE FTG. DRAIN PER LOCAL CODE (IF GEO- REPORT REQUIRED. FOLLOW DRAINAGE . REQUIREMENTS. IN REPORT) BEAR FTG. ON UNDISTURBED NATIVE SOIL OR STUCTURAL FILL= • t r) *V' DIA. 'X' 10" A.B. .© 6' -0" U.N.O. ON SHEAR WALL • SCHED. EMBED 7" INTO WALL. *3" X 3".X.0.229" SQUARE WASHERS *2X TREATED SILL PL 2X4 ® 2X4 WALL 2X6 2X6 WALL #4 ® 14" O.C., HORIZ: • #4 018" O.C. VERT. OPTIONAL CONST. JT (2) • #4: CONT. • :4.. VAPOR BARRIER UF'" = 11= II- 11 =11-U f� 12" MIN. CONTINUOUS: PERIMETER FOUNDATION *HOLE IN WASHER MAY BE DIAG. SLOTTED WIDTH MAX. ife LARGER - LENGTH MAX 1 -W IF STANDARD CUT WASHER IS ' PLACED. BTWN WASHER AND NUT. SEE MATERIAL NOTES SHEET S1 FOR GALVANIZING AND TREATMENT SPECS O SHEAR WALL SCHEDULE Wall No. Sheating (See Ft. Note 1) (1) layer of 7/16" OSB or 152" PLWD (1) Side Panel Edge Nailing Holdowns ® ea. End (See Ft. Notes 3, 4, & 6) HDU4 OR STHD1ORJ STRAP Sole Plate Nailing Anchor Bolt Spacing (See Ft. Note 2) A.B. ® 4' -0" o.c. Applicable Detail(s) SEE DET S2 OR S4 hear (plf) (See Ft. Note 5) 294 W 158 S (1) layer of 7/6" OSB or 15%32" PLWD (1) Side v HDU5 OR STHD14RJ STRAP A.B. ®3' -0" o.c. SEE DET 420 W S2 OR S � 225 S 50' -011 CRAWL SPACE POSTS REQUIRE, POSITIVE CONN. OF POST TO BEAM AND FOOTING. ONE ACCEPTABLE OPTION: CONN. TO BEAM W/ 9" x 9" PLYWOOD GUSSETS AND (8) 10d NAILS TO POST AND BEAM. CONN. POST TO FTG W/ SIMPSON PB44 POST BASE. IDS NNE r 7 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 1 /2" 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.) Ern 5I -01I ' ° p ^d jEM p �. • . o. d • llll III � ° a .C?" •v MOO FOUNDATION VENTILATION 16 "X 8" LOCATE VENTS 30" FROM CORNER AND EQUAL DISTANCES (+-) 10' ALONG OTHER WALLS r r 5I -0" T 5.0 r 51 -0" VO S L T T- - r ----- - -- T - - 5I -0" T 51- FOUND. FTG. 12 "X 6" FOUND. WALL 6" X 24" HIGH #4 REBAR 18" O.C. VERT. & #4 REBAR 14" O.C. HORZ. IN WALL W/ (1) AT TOP & IN THE FOOTER 2X6 MUDSILL w/ 1/2" AB 72" O.C. & 3X3 GALV. WASHER T T -r T 5' -O" Zct -T 5' -OII - 3' -811 4 •'4 bodi CRAWL SPACE NOTE: INSTALL 6 MIL VISQUEEN IN CRAWLSPACE "4 ,r��r►r�ir� Q ' p4 - p C .v • c • -. v MOM a 4 - v • I. a 30' -6" 2'- 4X8 DF #2 BEAM 4X4 DF #2 POST AND 4X6 AT BEAM SPLICE a) CONN. POST TO BEAM W/ 9"X9" PLYWOOD GUSSETS W/ (8) 10d NAILS b) CONN. POST TO FTG W/ PB44 POST BASE c) 24" ROND CONC. FTG PEAR PADE 4 11 4 i 4' -d' REVI WED FOR 1� CODE COMPLIA APPROVE MAY 952uii a 2' 11 so 5710 14RJ 2 8 W 0 \ Za 0 aW �u LIJ N 0. STND 14RJ nr 8' -011 50' -O" FOUNDATION PLAN 4" PVC STORM DRAIN PIPE CONNECT,J:pJ�,D��Ef)l.Q!`TCH 4" PVC PERFORATED PIPE jj((�� tt VV �/��/ W/ 7/8" WASH ROCK ON TOP CITY OF TU1� LA W/ FILTER FABRIC i"IAY 0 9 2011 PERMIT CENTER GS Builders 4 Devl., Inc. Excellence Since 1964 phone 253- 833 -1534 Fax 253- 883 -3585 gsbgottfrTc Fyahoo.co www.GSBUILD4U.COM V' 4 3 3 c n♦ V/ o,♦ V - 4 V! J cc) c to o0 N't DATE 4/4/11 REV' SCALE .. 1/4" - DRAWNG G No. J � ^ - ' O F 8 --- 0 PRE - ENGINEERED TRUSSES @ 24" o.c. 7/16" OSB ROOF SHEATHING c /w'H' CLIPS 5/12 PITCH W/ 2/12 PITCH ON THE VAULTED CEILING 2x4 TRUSS BRACING PABCO PREMIER 30 YEAR COMP. ROOF R49 BATT INSULATION IN VAULTED CEILIN R49 BLOW INSULATION IN FLAT CEILING 5/8" CEILING GYP BOARD TAPED / SANDED @ TEXTURED W/ PVA Prescriptive Energy Code Compliance for Single Family and Duo* Housing: Zciie't Contact Infomtatiar This set of forms has beein d oiled to assist permit applicants documenting compliance with the Washington State Energy Cede. (2000 edition). This setts for type R -acrid R-4 structures located in climate zone 1. 7`774Fte /4 ehe- J4 '.• 9 The following forms provide muith of the required documentation for plan review. The details noted here must also be shown on the drawings (WSEC 104.2)... , This form is not a substitute for the energy code itself To obtain a copy of the energy or ventilation codes, go to the following wab addiess. http:(Iwww. energy wsii.eddlcodeko. de2OO6.cim • . is • Option Glazing Areai6_ % ofFloor G1ai itgU -1? or . i ' Door :U-Factor - CelLn Vtudted Ce+line Wale Above Grade Wall. int" Below Grade Wall- cn' Below Grade Flood Siab6 on Grade Natural pv a ll .10% 032 0.58 : 030 R -38 • R-3O ' R15 R -i5 i14-10 R-30 R-10 1 1 e / • Unlimited`•03SJ GeouplZ3 and k-4 Oceupanae s Only 0 0. 0 \ R -30 (.rR 21) R -21 R -10- R -30 R -10 A -V, :. Suer WSEC table 6-1 for footnotes Glazing Schecitile Attadlhed to, D_`ociiment Ai Does not apply. (SEE INSTRUCTIONS) -"---> Using PitadtiPihie ,Option IV An dialog and doors meet maximum. U- factor; Alternate h size method submitted Q Option 1, G1021ig to f100 urea limit (WSEC 02.7.2) ❑ • Area weighted window, kylight or door U- factor (WSEC 602.7 -2) ❑ As part of the heating I cvciing system siting tAdetilatlori (IRO M1401.3 a WSEC 503.22) �i Single RatterJoist R -value (J ble 8-1 nr64 fbo6tote3) Rafter Area (square feet) I = Rafter Depth (inches) First 500 Square feet I . U R-30 in R -38 required, joist depth exceeds 13‘ Area exceeding 500 Sglrare feet LI R -38 required in all cases Radiant slab: j O R-1 0 foam insulation, tiebti luaus with thermal break (WSEC 502.1.4.9) 1 CONTINUOUS RIDGE VENT Aiir INSULATION BAFFLE FOR THE DISTANCETO WHERE R -49 BATT HAS 1" CLEARANCE TO THE ROOF DECK REVIEWED FOR ODE COMPLIANCE PP VE MAY 9 5 2011 City of Tukwila BUILDING DIVISInN INSTALL H1, H2.5 HURRICANE CLIPS AT EVERY TRUSS SUPPORT 2X4 VENT BLOCK BETWEEN EAC TRUSS 5/4" X6" PP WHITE WOOD FASCIA & BARGE W/ 5" WHITE ALUMINUM RAIN GUTTER 4x8 DF #2- BEAM 1 1 TYP. INT, WAILS , , • 2X4 DF STUDS 16 "SJ.C. 1N/ 1/2" DRYVNALL. ON E. SIDE FEZ) 1 -1/2" \RISER FINISHED GRADE 1, r+ L • 9 -1/2" TJI JOIST 19.21" O.C: • ' 3/41 T&G -OSB TOP NOTCH • ' SUSFLOOR GLUED & SCREWED ' R -30 BATT INSULATON' ' anillfl ?Ifl ?TUfnasif ?T ?TtaU?L?Iwn i?Lf4n lsil iiTimZi litiiiiliTtTtTiTtTiil�f[i�h, i 2X6 TRTD MUD SILL 1/2" AB 72" O.C. OR PER ENGIN. 6 MIL VISQUEEN IN CRAWLSPACE 24" DIAM. ROUND X 10" DEEP CONC. FTG. PAD 4X8 DF #2 BEAM 4X4 DF #2 POST 6 "X16 "CEDAR FOUND. VENT PB 44 POST BASE 4" PVC STORM DRAIN PIPE CONNECTED TO OPEN DITCH 4" PVC PERFORATED PIPE W/ 7/8" WASH ROCK ON TOP W/ FILTER FABRIC 24" ROUND FTG. PIER PAD AIR FLOW 4X8 DF #2 HEADER 2" R -7 RIGID INSUL. ON FACE OF HDR. TYP. EXT. WALL 2X6 DF #2 STUDS 16" O.C. (2) 2X6 TOP PLATES (1) BOTTOM PLATE 4X8 DF #2 WINDOW HEADER 7/16" OSB WALL SHEATHING R -21 WALL INSULATION 2" DRYWALL ON INSIDE 6 "CONCRETE REINFORCED CONCRETE WALL 12" X 6" CONCR. FTG. W/ (2) #4 BAR SECTION THROUGH LIVING ROOM & KITCHE FINISHED GRADE #4 @14 "O.C.HORIZ. # 4 @ 18" O.C. VERT. 21# 4 CONT. SEE SHEET S2 F1 FOR MORE DETAIL RECEIVED CITY OF TUKWMLA MAT 0 9 2011 PERMIT CENTER GS iBuilders 4 Dev l,, Inc, Excellence Since 1964 Phone 253- 833 -1534 Fax 253 -883 -3585 esbeottfrideyahoo.com www.GSSUILD4U.COM 1 Ave. 8 4, / 1 DATE 4/4/11 -, ----- IR SE, e,C•L: /p /� 4 f _\ DRAIUNCx 021 � No. G °P--- 8 r 121 1 -01 • 501-0" • • mr.11 f.r....yr i• 1 11 - ; REVIEWED FOR CODE COMPLIANCE t Pn OVED MAY 9 5 2011 CityotTukwila BUILDING nivisioN Main Floor - 9-1/2" I-joists 19.2 " O.C. & 3/4" T&G top notch OSB subflooring (glued & screwed) • ..rarvay.r.a arar.r.s. 5 I"' on 9 ,JI•111111, -1/2' 1-3/4" 1 Is I It ..... 6 ' 11:711'7117/: .1,_1116_122 '11•11.1i/INEN111113.1'..j.!.11. '71411:V.:C AT/ QTIO -JO's TS 5 -0" / • .11,a,M•••• ‚1 / 5 ..0 11 51-0" 1 ri7a51 'atri■FR 41••11,11•••• nfl I V —0 @ 19.2" o.c. 4r.r Jr / 4 , .......... 5I-0" ^ 4,7,11• • , 51..0 11 • 4X8 DF #2 BEAM 4X4 C :#2 POS.- AND 4X6 BEAM SPLICE a) CONN. POS- TO BEAM W/ 9"X9" PLYW )0D GUSSETS W/ (5) 10d NAILS b) CONN. POS- TO FTG W/ PB44 POST BASE 3o1-6" 501-0" 0 V-0" 41-0" 21-0" —7— 1 lt v 1 10,11 11,VO Va,2 711.• 1 (1 1 I lc 4 1 0,4 BON.. Iv, I Men IN 1' r ------ - - - - - - - - - - - - - - - - - - - - - - - / 11'-6" 1 0 FLOOR JOIST FRAMING PLAN / Ge }Bu lders 4 IDevl,, Inc, Excellence Since 1964 Phone 253-833-'1534 Fax 253-8$3-3585 esbeottfrideyahoo.com www.GSIESUILD4U-COM ikon Fussell (f) 14O1 39th Ave, RECEIVED APR 07 2011 PERMIT CENTER DATE 4/4/11 REVISED SCALE DRAWNG No, 74., CA PROVIDE 1/2" APA RATED PLYWOOD OR • OSB ROOF SHEATHING ON ROOF FRAMING. • • PROVIDE, 3/4" SHTG ON FLOOR FRAMING. NAIL ROOF AND FLOOR SHTG , W/ 8d ® 6" O.C. AT SUPPORTED EDGES AND 12" IN FIELD UNLESS NOTED OTHERWISE IN • THESE. NOTES. - - INSTALL H1, H2.5, OR HEAVIER HURRICANE CLIPS AT EVERY REGULAR TRUSS SUPPORT AND RAFTER SUPPORT. 1 I 0 CONNECT BOT CHORD OF GABLE .TRUSS TO TOP. PLATES OF WALL. BELOW THIS LINE WITH Bd. AT 6" O.C. ' TOENAILS. • CONNECT .ROOF SHTG TO TOP CHORD OF THIS TRUSS WITH 8d ®'6 O.C. IF GABLE END SHEATHING OVERLAPS TOP PLATE BY 1 -1/2" MAY OMIT TOENAILS • AND NAIL SHTG TO. TOP PLATE WITH 8d ® 6" O.C. AND NAIL TOP PLATES TOGETHER WITH 16d 0 6" O.C: OR: MAY OMIT TOENAILS IF NAIL BOT CHORD OF TRUSS INTO 2X6 BACKER PLATE WITH 8d. ® 4" O.C. TOE NAILING AND NAIL BACKER PLATE TO TOP PLATE WITH 16d ® 24" O.C. • DS 1, 4X8 DF #2 HEADER WW CO CO al 1: 3 ga 9 : T V0 . 6 >, . 1: T. 4 X12 US 'ITC 4X8 S 211" ' DF #2 H O.C. FLAT EADER CEILING SCALE . 1/4" t--- I` 4XS DF #2 HEADER 2/12 OVER 4X8 PITCH LIVING DF #2 H EADER INTERIOR ROOM VAULTED & KITCHEN CEILING 4X8 DF #2 HEADER 4X8 DF #2 HEADER �-- -- - • - - --- 4X: DF #2 1 ADER - -- --: I ----- - --- --- -- 4X8 DF #2 H �__ EADER /, ,/ /! / / ,, _ ,-- -- 4X8 HORIZ. BEDROOM `- DF #2 HEADER BOTTOM 1 _` \. .' \` \ -v-- THESE , CHORD (2 4X8 TRLSSES DF #2.H OVER =ADER - - - -- ROOF PLAN REVIEWED FOFI CthE COMPLIANCi M" A. i. y MAY 00 •L City of Tukwila BUILDING D" !IsInk 16" O.H (TYP.) GS iBui lclers 4 •Devi,, Inc. Excellence Since 1964 Phone 253- 833 -1534 Fax 253 -833 -3585 gsbgottfridgyahoo.com www.GSBUILD4U.COM WW CO CO al 1: 3 ga 9 : T V0 . 6 >, . 1: 0 _c to _._) to ID i m at „pm__ c to , 0 ,9 Ct - . RECEIVED APR 07 2011 PERMIT CENTER DATE 4/4/11 REVISED SCALE . 1/4" t--- I` DRAWNG ■ No. 8 or 8 (j� 6 RIDGE ELEV. 141.56' •Thor - ■i-mr.6 --mo r m ro■ rrrrrrrrr rrrrrr�■rrrrr"rrrr +� riri r• +.irlririr ±i�r■i`�'ii.:■■rr�•: r�� �i+��r■■!� mummummammusummenmman. mmi ■or�+rr■m+ir+rrr'rr r rrrrrrrrr` EMIT ��.r■■'�■ MOM UUMUMEME MME S �rrrlr r� rAllagr r rrr mim r r r r r r rrrrrr r�r -r rr�r■�r�■r■�rmlr_r�■rrr___:iu 1 —r— 1 rrr�r■rrlr■�r�r ■� 3 -0 suo 3 -6 ER FIBER CEMENT SIDING 7" TO THE WEATHER A FINISHED GRADE E LEV. 125.83' I 4:01t-VII-SLIDER (2) 7 -1/2" RISEAR v \'A .�4'• A va.4A CONCRETE REA ELEVATION CONCRETE v. v 30 YEAR PABCO PREMIER COMP. ROOF OVER 7/16 OSB ROOF SHEATHING NAILED PER FLAG NOTE: #1 - SHEET #S2 W/ H -CLIPS 24 "O.C. AND TRUSSES 24" O.C. °RC -PATIO WEST ELEVATION CONTINUOUS RIDGE VENT FINISHED GRADE ELEV. 125.83' RIDGE ELEV. 141.56' eTionnu.r firmer m■m.lri■rr■ ■rt■r■■■nar■ra■ri■ nalim■■aiiia r■ri amiima +air!i•_■_r. rommom im rmri■Irrr r■rarro■r�■ umuno orrr■■ mini nr rrlr■■r ommomir■■ �,. mummer rrr�rm•rrrrrrrr■rr.mrmimum rbrarn■rm.r■■ri■r� mmimmi �ra■rmr�. r■mru■rormrrirrrr rrrr�rrrrlr1■r r r■Irrrr■rr■rrrr■rr OWOMMMrr� rrrrrr■•rr•rrmr rimmmrrr milamm rmrmmorrmrrrrimmrmrommilmmummr milimirrrrimmilir�. mmii m rmi■ rrmrrm ■rrrrr■.rrri■rorrr.rmummrrm mrimmorrim■r■irrrr■r■o:s m mmrrru■ `+ rrrmmi mmmir mrrrrrrrrr■irrrrrrrrmmmirrrrrrr �■ mmilmommomm `rm■ iniivdpmrrr■■rm `ri■rirr■r■mrrrmrrrrrrrrrr` mrr"m r`Lrrrrrrrr rte` r-- r- r- rr -r - +- - r- r- rrrrrrr_r_r_r_ _ r rrrrrrrrr TOP OF PLATT FIBER CEMENT SIDING 7" TO THE WEATHER A , n A .n e r FINISHED GRADE ELEV. 125.83' 5/4 "X6" PRE - PRIMED WHITEWOOD FASCIA BOARD AND BARGE RAFTER 5" WHITE ALUMINUM ROOF GUTTERS AND 2X3 DOWNSPOUTS FRONT ELEVATION 1 -O X 4 -O, DBL. SLIDER FINISHED FLOOR ELEVN. 12/.31 TOP OF FOUNDATION FLVF. 176.33 CONCRETE CONTINUOUS FcrovcvcNT---- 16" X 16" VENT FRONT PORCH (2) 7 -1/2" RISEAR ISHED GRADE -ELT. 125.50' AST ELEVATION RIDGE ELEV. 141.56 % — 1X4 CORNEAR BOARD CONCRETE FRONT PORCH 7-0X4-0. DBLSLIDER 7-0X4-0. DBLSLIDER FIBER CEMENT SIDING 7" TO THE WEATHER FINISHED FLOOR— ELEV. 127.31' TOP OF FOUND. WALL- c0 v v° n A r A A .4 v° FINISHED GRADE ELEV: 125.50' RIGHT ELEVATION FINISHED GRADE ELEV. 125.83' ORTH ELEVATION CONTINUOUS RIDGE VENT 1 REVILWED FOR CODE COMPLIANCE AP VE MAY952011 FINISHED GRA ELEV. 125.83' 4-0 X 4 -O. SLIDER 4-0. FIBER CEMENT SIDING 7" TO THE WEATHER A , n A .n e r FINISHED GRADE ELEV. 125.83' 5/4 "X6" PRE - PRIMED WHITEWOOD FASCIA BOARD AND BARGE RAFTER 5" WHITE ALUMINUM ROOF GUTTERS AND 2X3 DOWNSPOUTS FRONT ELEVATION 1 -O X 4 -O, DBL. SLIDER FINISHED FLOOR ELEVN. 12/.31 TOP OF FOUNDATION FLVF. 176.33 CONCRETE CONTINUOUS FcrovcvcNT---- 16" X 16" VENT FRONT PORCH (2) 7 -1/2" RISEAR ISHED GRADE -ELT. 125.50' AST ELEVATION RIDGE ELEV. 141.56 % — 1X4 CORNEAR BOARD CONCRETE FRONT PORCH 7-0X4-0. DBLSLIDER 7-0X4-0. DBLSLIDER FIBER CEMENT SIDING 7" TO THE WEATHER FINISHED FLOOR— ELEV. 127.31' TOP OF FOUND. WALL- c0 v v° n A r A A .4 v° FINISHED GRADE ELEV: 125.50' RIGHT ELEVATION FINISHED GRADE ELEV. 125.83' ORTH ELEVATION CONTINUOUS RIDGE VENT 1 REVILWED FOR CODE COMPLIANCE AP VE MAY952011 FINISHED GRA ELEV. 125.83' 0. 4-0 4-0. SLI ER FIBER CEMENT SIDING 7" TO THE WEATHER A , n A .n e r FINISHED GRADE ELEV. 125.83' 5/4 "X6" PRE - PRIMED WHITEWOOD FASCIA BOARD AND BARGE RAFTER 5" WHITE ALUMINUM ROOF GUTTERS AND 2X3 DOWNSPOUTS FRONT ELEVATION 1 -O X 4 -O, DBL. SLIDER FINISHED FLOOR ELEVN. 12/.31 TOP OF FOUNDATION FLVF. 176.33 CONCRETE CONTINUOUS FcrovcvcNT---- 16" X 16" VENT FRONT PORCH (2) 7 -1/2" RISEAR ISHED GRADE -ELT. 125.50' AST ELEVATION RIDGE ELEV. 141.56 % — 1X4 CORNEAR BOARD CONCRETE FRONT PORCH 7-0X4-0. DBLSLIDER 7-0X4-0. DBLSLIDER FIBER CEMENT SIDING 7" TO THE WEATHER FINISHED FLOOR— ELEV. 127.31' TOP OF FOUND. WALL- c0 v v° n A r A A .4 v° FINISHED GRADE ELEV: 125.50' RIGHT ELEVATION FINISHED GRADE ELEV. 125.83' ORTH ELEVATION CONTINUOUS RIDGE VENT 1 REVILWED FOR CODE COMPLIANCE AP VE MAY952011 FINISHED GRA ELEV. 125.83' SOUTH ELEVATION City of Tukwila BUILDINGnivisiGN RECEIVED CITY OF TUKWILA MAY 09 2011 PERMIT CENTER FINISHED GRADE ELEV. 125.83' DATE 4/4/11 CORRECT TION j� I SC 1" . = 1/4° DRAWNCc 2. NW- 4 -0. • 4-0 N SLIDER 2 -6 X 3 -0 SH 18" VENT v v v v v v v v v v i ° ° n v° n ° n ° n ° n° n ° n I DE LEFT ELEVATION _i 281 � -011 SOUTH ELEVATION City of Tukwila BUILDINGnivisiGN RECEIVED CITY OF TUKWILA MAY 09 2011 PERMIT CENTER FINISHED GRADE ELEV. 125.83' DATE 4/4/11 CORRECT TION j� I SC 1" . = 1/4° DRAWNCc 2. 50I-o" 221-254" • W2130 WI 30 _ - -63-1-ec.) 512 = AL. LEC TE 51D3C)30 W333Q W3330 = SHEAR WALL DESIGNATION. CIRCLED NUMBER MATCHES' , • NUMBER ON SHEAR WALLSCHEDULE ON SHEET S 1 SLASH MARKS INDICATE LOCATIONS. OF HOLDDOWNS. HALL 3'-O" 51-9 161-11 9/1& v. v , 4 4 vA a \ 4 11-0" X 4-0" ‘A . .6 . 4‘ . 0.• A D. A D. A D. A D',- DE3L SLIDER °A °4 6% 4 '16 4 .1° 6' 4 1=043" -11_011 . 4‘6, . . I REVIEWED FOR CODE COMPLIANCE -1 PM: 1. ' . 19 °5 VT City ot Tukwila BUILDING nivisinm PRE-ENGINEERED TRUSSES @ 24" o.c. jjQSB ROOF SHEATHING c/IN'H CLIPS /12 CH W/ 2/12 PITCH ON THE VAULTED CEILING 4 T SS BRACING PABCO PREMIER 30YEAR COMP. ROOF R49 BATT INSULATION IN VAULTED CEILIN R49 BLOW INSULATION IN FLAT CEILING 5/8" CEILING GYP BOARD TAPED / SANDED @ TEXTURED W/ PVA CONTINUOUS RIDGE VENT INSULATION BAFFLE FOR THE DISTANCETO WHERE R-49 BATT HAS 1" CLEARANCE TO OOF DECK INSTALL H1, H2.5 HURRICANE CLIPS AT EVERY TRUSS SUPPORT 2X4 VENT BLOCK BETWEEN EACH TRUSS 5/4" X6" PP WHITE WOOD FASCIA & BARGE W/ 5" WHITE ALUMINUM RAIN GUTTER 4x8 DF#2— E le I, le , TYP. INTO WALLS , i , 2X4 DF STUDS 16" P.C. • - _ 1/2" DRYWALL ON E. SIDE- AIR FLOW 4X8 DF#2 HEADER r R-7 RIGID INSUL. ON FACE OF HDR. , 1 , • 9-1/2" T.1110IST 19.2% 0.C: • T8i0SB TOP' NOTCU - 'SUBFLOOli. GCUED-&3CREWED R-30 B'ATT INSULATON' ' 111M1111 MIMI nil MVO nil MI 115111441/111111111111 FANISHE GRADE 2X6 TRTD 24" DIAM. ROUND X Er DEEP MUD SILL CONC. FTG. PAD 1/2" AB 72" O.C. OR PER ENGIN. 6 MIL VISQUEEN IN CRAWLSPACE PM' %I mow: P zunnunutini muniumanntinnennin: .1 4X8 DF#2 BEAM .44 P8 44 POST BASE FOUND. VENT 6"CONCRETE REINFORCE di 4X4 DF#2 POST 6" X 16" CEDAR CONCRETE WALL TYP. EXT. WALL 2X6 DF#2 STUDS 16" O.C. (2) 2X6 TOP PLATES (1) BOTTOM PLATE 4X8 DF#2 WINDOW HEADER 7/16" OSB WALL SHEATHING R-21 WALL INSULATION 1/2" DRYWALL ON INSIDE ir-PM•rm• 4" PVC STORM DRAIN PIPE CONNECTED TO OPEN DITCH 24" ROUND FTG. 4" PVC PERFORATED PIPE PIER PAD W/ 7/8" WASH ROCK ON TOP W/ FILTER FABRIC 24'-10" 28!-0" # 4 @ 14" O.C. HORIZ. 4 @ 18" O.C. VERT. 21# 4 CONT. 12" X 6" CONCR, FTG. W/ (2) #4 BAR SEE SHEET S2 Fl FOR MORE DETAIL RECEI RILA CITY OF MAY 492011 P IT CENTER SECTION THROUGH LIVING ROOM & KITCHEN DATE 4//11 R ISED . 5_ ,t • SCAL 1" = 1/4" , EDRAW.1G No. 45-#7: ,,Th e 4 4 4 D • 4 4 v 4 J 4 r 7 5'- 11 c• • 4 - �• p^d r,1►1r rAI • D v C.• FOUNDATION VENTILATION 16 "X 8" LOCATE VENTS 30" FROM CORNER AND EQUAL DISTANCES ( + -) 10' ALONG OTHER WALLS 5'- n r � r` 7;9 =�1r_ 5I -0" r- r 5' -011 [ 51 -01I 5I -011 - v • n D,.d r_ _ n FOUND. FTG. i�'X FOUND. WALI(o'X 24" HIGH #4 REBAR 18" O.C. VERT: & #4 REBAR 14" O.C. HORZ. IN WALL W/ (1) AT TOP & (2) IN THE FOOTER 2X6 MUDSILL w/ 5/8" AB & 3X3 GALV. WASHER • • g. . . / -T T -T T '1 -7. 5' -OII _ 5I -011 Wig N 1 . . / \ 1 i -- —'1-- 'I 7 . . . -811 4 D `a 4 .iY r -• • v'_4s ,Ijll�ll� • • 17'4 v _ •v raearsz . CRAWL SPACE NOTE: INSTALL 6 MIL VISQUEEN IN CRAWLSPACE vv4 Illil�llI v "4 FOUNDATION PLAN • v o "4 4X8 DF #2 BEAM 4X4 DF #2 POST AND 4X6 AT BEAM SPLICE a) CONN. POST TO BEAM W/ 9 "X9" PLYWOOD GUSSETS W/ (8) 10d NAILS b) CONN. POST TO FTG W/ PB44 POST BASE • o ♦♦ ♦ ♦ • Illil111 1111 f I/I. a al nINE I . • ij2' X1 -„/ J��I S@ ..c. �I / 1 rI i�T ':r! rrr 2,4-...17. ' rsa rarr � r Ff.". rrr r r as ::s / r r rrr r/ r ri�- -v.v.:- s / r rs rrr - sr. r rays rsr rrr r di. rrr ! rrr rrrr ! a F ra —rrr 1.- — i a -s ! rrr ! fir__ �d 7 i jT F• ; I � r � d 1f' _ it � i� �s !.l_0lI rrr -a�r 1 :r'.f !rrr a�a - �� �� i Pit- r ra:rr! rrr �!- ` arr rr r rar ra 1 1 *� �� —� � \. ' it \`_ � �/ \. /� i� � .� I �- 51 -�" `.. 51 •11 - 5 011 --011 �`� I , ' -O j 1„......... 51_4 ill 51 -�n =- `i - , 31-s 4X8D! #2BEAh 4X4 .� #2 PO'i AND 4X6 BEAM SPLICE a) COI N. POS TO BEA W/ 9" �:" PLY 'OD GUSS:TSW /()10dNIILS b)C.+N.POS+TOFTG� /PB4POSTB •E Y1C�f/Wl�I gar- -=u-r • 301 -611 :1ffi Id 1 -r• ° -�i ��l -_,� 501 -011 t = STRUCTURAL FLAG NOTE SEE ATTACHED SHEET• 51 FOR NOTE LIST. . //122 LDOWN LOCATIONS IN FNDTN. SEE SHEETS.). FOR SCHEDULE WITH TYPE AND FOR A. B. SPACING. SEE FLOOR PLAN FOR EXACT HOLDOWN LOCATIONS. t7Ut .OZg 41 -011 8' -011 11 111 -61 FLOOR JOIST FRAMING PLAN REVIOWED FOB CODE COMPLIANCE MAY 952011 City otTukwila BUILDING DIVISION RECEIVED APR 07 2011 PERMIT CENTER EXPIRES MAY 21, 2012 Aspen Creek Engineering responsible for lateral and gravity requirements only. 5)-)1 3 EXPIRES MAY 21. 20121 = STRUCTURAL FLAG NOTE SEE ATTACHED SHEET 51 FOR NOTE LIST. ALL HEADERS TO BE4X8DF#2 UNLESS NOTED OTHERWISE 4/12 PITCH FLA TE C EILIN Wood Trusses: Wood trusses shall be designed in accordance with accepted engineering practice. The design and manufacture of metal plate connected wood trusses shall comply with ANSUTPI 1. The truss design drawings shall be prepared by a registered professional where required by the statutes of the jurisdiction in which the project is to be construction in accordance with Section R106.1 (Section R802.10.2). 2/12 P TCH INTE 0 VAULTED CEIL OVER LIVING ROOM & KLITCHEAN 502 -101/45 4r/ O, G _1 p: P- L- as p }or' 1 (✓� �Va� Zip ��5-s • / ING 1 REVIEWED FOR CODE COMPLIANCE F-1 VE MAY 952011 ROOF PLAN 1P ov) City of Tukwila BUILDING DIVISION RECEIVED APR 07 2011 PERMIT CENTER Aspen Creek Engineering responsible for lateral and gravity requirements only. Shf SHEAR WALL SCHEDULE Wall No. Sheating (See Ft. Note 1) Panel Edge Nailing Holdowns @ ea. End (See Ft. Notes 3, 4, & 6) Sole Plate Nailing Anchor Bolt Spacing (See Ft. Note 2) Applicable Detail(s) Shear (plf) (See Ft. Note 5) O(1) layer of z /s" OSB or 15/32" PLWD (1) Side 8d @ 4" o.c. HDU4 OR STHD1ORJ STRAP A.B. © 4' -0" o.c. SEE DET S2 OR S4 94 W 58 S O(1) layer of 7 /s" OSB or 15/32" PLWD (1) Side 8d @ 3" o.c. I HDU5 OR STHD14RJ STRAP A.B. @ 3' —O" o.c. SEE DET S2 OR S4 420 W 225 S FOOTNOTES TO SHEAR WALL SCHEDULE: (1.) EXTERIOR SHEATHING ON NEW EXTERIOR WALLS NOT INDICATED ABOVE SHALL BE (1) LAYER 1/2" PLYWOOD (APA RATED), 7/16" OSB (APA RATED) OR APA RATED PANEL SIDING WITH MIN THICKNESS @ GROOVES OF 3/8 ". NEW WALLS NOT ON ABOVE SCHEDULE NAIL 8d @ 6" 0.C. PANEL EDGES AND NAILING 12" IN FIELD. (2). MINIMUM 1/2" A.B.'S, MIN. 2 ANCHOR BOLTS PER NEW EXTERIOR WALL, 12" FROM ENDS. PROVIDE 3" x 3" x 0.229" SQUARE WASHERS ON ALL NEW ANCHOR BOLTS. SPACE A.B.'S 6' -0" O.C. EXCEPT AT SHEAR WALLS. SEE SHEAR WALL SCHEDULE. DUE TO NEW PRESSURE TREATMENT OF WOOD THE ANCHOR BOLTS ARE TO BE HOT DIPPED GALVANIZED UNLESS A BORATT TREATMENT IS USED FOR THE SILL PLATES. EXPANSION ANCHORS ARE AN ACCEPTABLE OPTION TO ANCHOR BOLTS IN EXISTING WALLS INSTALLED AS SHOWN ON THE SHEAR WALL DETAILS. ALSO, ACCEPTABLE ANCHOR BOLT OPTION IS SIMPSON UFP ANCHORS, CONTACT ENGINEER FOR SPACING. (3). ALL NEW HARDWARE SHALL BE SIMPSON BRAND OR EQUAL. LAG SCREWS IN TREATED WOOD TO BE HOT DIPPED GALVANIZED. (4). LOCATE CRAWL SPACE VENTS TO MISS HOLDOWNS BY 2" MIN. (5). THERE ARE NO SHEAR WALLS WITH SEISMIC SHEAR OVER 350 PLF. (6). POSTS AT ENDS OF SHEAR WALLS COMPOSED OF MULTIPLE 2X MEMBERS SHALL BE NAILED TOGETHER WITH 10d © 6" O.C. VERTICALLY. SCOPE OF WORK: Perform lateral and gravity analysis on residential structure using Allowable Stress Design for wood elements and Ultimate Strength Design for foundation elements. Mark —up full size architectural sheets with engineering requirements and attach full size S sheet(s) with remaining engineering requirements. The perscriptive method for lateral loads does not apply since the engineering calculations and requirements are provided by this engineering per IBC Chapter 16 and ASCE 7 -05. PROJECT: GS BUILDERS & DEVELOPERS — P/N 1523049199, 1400 S.F. Rambler SITE ADDRESS: 4051 35th Ave S, Tukwila, WA 98188 DESIGN CODES: International Building Code, 2009, ASCE Standard 7 -05 NDS National Design Specification for Wood Construction ACI Building Code Requirements for Reinforced Concrete Seismic Design Parameters USGS Open —File Report 01 -437 DESIGN CRITERIA: WIND EXPOSURE: B, BASIC WIND SPEED 85 MPH SEISMIC DESIGN CATEGORY: D SITE CLASS: D MCE Parameters: Central Latitude = 47.45, Central Longitude = — 122.27 Is = 1.0; Ss= 133.7% S1= 46.0% Fa = 1.00 Sds = 89.2% R = 6.5; Bearing Wall System, F =(F x Sds / R) x W FLOOR /DECK: Live Load = 40 psf, Dead Load = 10 psf BALCONY: Live Load = 60 psf, Dead Load = 10 psf ROOF: Live Load (snow) = 25 psf, Dead Load Comp = 17 psf MAX ALLOW SOIL BEARING USED = 1500 psf WORKMANSHIP: All workmanship shall conform to the International Building Code, 2009, Chapter 18 & 19 for foundations and Chapter 23 for framing. Except the Braced Wall Line Requirements do not apply. This is because this engineering includes the lateral design to resist forces specified in IBC Chapter 16 and ASCE 7 -05. Minimum nailing shall be per table 2304.9.1 of the IBC unless noted otherwise on attached drawings. MATERIALS: All metal in contact with treated wood to be hot dipped galvanized. This is not required for wood treated with borrat. If the building department that provided the permit approves of non — treated sill plates, this is acceptable, provided they are protected from concrete as specified by that department. Minimum grade of new wood assumed for: Beams (visually graded per WCLIB, WWPA): Doug Fir No. 2 or better All hardware shall be Sim Concrete 28 day strength Reinforcing steel deformed Joists, Beams and Rafters: Doug Fir No. 2 or better Studs: Hem Fir stud grade or better (unless noted otherwise on framing plans) Glue —Lam Beams: Fb = 2400 psi min DF /DF Posts: Doug Fir No. 2 or better d or equal. STM A615 Grade 40 STRUCTURAL FLAG NOTES: PROVIDE 1/2" APA RATED PLYWOOD OR OSB ROOF SHEATHING ON ROOF FRAMING. PROVIDE 3/4" SHTG ON FLOOR FRAMING. NAIL ROOF AND FLOOR SHTG W/ 8d @ 6" O.C. AT SUPPORTED EDGES AND 12" IN FIELD UNLESS NOTED OTHERWISE IN THESE NOTES. INSTALL H1, H2.5, OR HEAVIER HURRICANE CLIPS AT EVERY REGULAR TRUSS SUPPORT AND RAFTER SUPPORT. CONNECT BOT CHORD OF GABLE TRUSS TO TOP PLATES OF WALL BELOW THIS LINE WITH 8d AT 6" 0.0. TOENAILS. CONNECT ROOF SHTG TO TOP CHORD OF THIS TRUSS WITH 8d @ 6" 0.C. IF GABLE END SHEATHING OVERLAPS TOP PLATE BY 1 -1/2" MAY OMIT TOENAILS AND NAIL SHTG TO TOP PLATE WITH 8d @ 6" 0.0. AND NAIL TOP PLATES TOGETHER WITH 16d © 6" 0.0. OR: MAY OMIT TOENAILS IF NAIL BOT CHORD OF TRUSS INTO 2X6 BACKER PLATE WITH 8d @ 4" 0.C. TOE NAILING AND NAIL BACKER PLATE TO TOP PLATE WITH 16d © 24" 0.C. CRAWL SPACE POSTS REQUIRE POSITIVE CONN. OF POST TO BEAM AND FOOTING. ONE ACCEPTABLE OPTION: CONN. TO BEAM W/ 9" x 9" PLYWOOD GUSSETS AND (8) 10d NAILS TO POST AND BEAM. CONN. POST TO FTG W/ SIMPSON PB44 POST BASE. "P 546 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 952u►I City of Tukwila E3UILDING niinp . wi RECEIVE CITY OF TUKC LA IIAY 09 2011 PERMIT CENTER PROJECT: P/N 1523049199, 1400 S.F. RAMBLER GS BUILDERS & DEVELOPERS TUKWILA, WA 98188 4051 35TH AVE S. EXPIRES MAY 21. 2012 REVISIONS DATE 1 5/9/2011 SHEET NUMBER S1 S1 OF 2 ' ABUTTING PANEL EDGES: WHERE SHEAR PANELS MEET WITHIN THE SHEAR WALL PROVIDE DOUBLE STUDS STAGGER EDGE NAILING ON EXCEPT: AT WALLS WITH SEISMIC SHEAR OVER 350 USE 3X SOLID MEMBER. DOUBLE STUDS SO THAT THE SEE SCHEDULE FOR WHERE APPLICABLE. SPACING ON EACH STUD IS NAIL DOUBLE STUDS TOGETHER WITH 10d ® 6" O.C. PANEL EDGE TWICE THE EDGE NAILING STAGGER EDGE NAILING ON DOUBLE ABUTTING PANEL EDGES: WHERE SHEAR PANELS MEET WITHIN THE STUDS SO THAT THE SPACING ON SHEAR WALL PROVIDE DOUBLE STUDS EACH STUD IS TWICE THE EDGE EXCEPT: AT WALLS WITH SEISMIC SHEAR OVER 350 USE 3X SOLID INTERMEDIATE STUDS: MEMBER. NAIL SPCG 12" O.C. AT ASPEN CREEK ENGINEERING 1402 LAKE TAPPS PKWY E I #104-374I AUBURN, WA 98092 T. (253) 929 -6562 F. (253) 929 -6563 NAILING INDICATED SEE SCHEDULE FOR WHERE APPLICABLE. 16" O.C. STUDS OR 6" O.C. NAIL DOUBLE STUDS TOGETHER WITH 10d ® 6" O.C. PANEL EDGE AT 24" O.C. STUDS NAIL BOTH SHTG EDGES EDGE OF SHEAR WALL AT CORNER, NAIL BOTH SHTG EDGES DOOR OR WINDOW OPENING AS INDICATED. PROVIDE DBL STUDS OR POST ® EDGES OF SHEAR WALLS AT HOLDOWNS. THE CRIPPLER UNDER THE WINDOW CAN BE USED AS ONE STUD. IF A POST IS REQ'D INSTEAD OF DBL STUDS IT WILL BE INDICATED WITH THE HOLDOWN CALL -OUT ON NE SCHEDULE •P Iui a: SIMPSON BRACKET I HOLDOWN PER SCHEDULE • • 1 • ' }_ - -- _� I 1' 1 �___ _ __� HORIZONTAL PANEL EDGES: IF HORIZONTAL PANEL EDGES OCCUR, • PROVIDE 2X4 FLAT BLOCKING AND INDICATED INTERMEDIATE STUDS: NAIL SPCG 12" O.C. AT 16" O.C. STUDS OR 6" O.C. AT 24" O.C. STUDS EDGE OF SHEAR WALL AT CORNER, DOOR OR . WINDOW OPENING AS INDICATED. PROVIDE DBL STUDS ®EDGES OF SHEAR WALLS AT HOLDOWNS. THE CRIPPLER UNDER THE WINDOW CAN BE USED AS ONE 1 1 1 I -{ j' • I 1 1 • I • • , I 1 1— I 1I` 1 �j-' •• I HORIZONTAL PANEL EDGES: LL__ -' ' 4 ' ' 1 r I 1 1 ,rL 1 t --t- 1 11 I I • • -- I-1- (J PANEL EDGE NAIL • BOTH HORIZ. EDGES TO BLKG - - - COUPLER PER SCHEDULE -1-� �' -j I iJ SHEAR WALL SHTG (1) OR (2) SIDES PER SCHEDULE IF HORIZONTAL PANEL . EDGES OCCUR, PROVIDE 2X4 FLAT BLOCKING AND PANEL EDGE NAIL BOTH HORIZ. EDGES TO BLKG STUD • • 1 • ' I --- • _-1 ___ __a -1- • EXT. SHTG TO EXTEND OVER RIM JST AND SILL PLATE. IF INSTEAD, SHTG BREAKS THIS AREA CONTACT ENGINEER FOR - -- -tk- 1 1 11 1 1 1.1 II • • 1 1 • IJ_.u__ AAA 11 - -- , - ___- I • 1 - -- __ # I I 1 11 1 1 I I 1 • • n • 1 1 1 •I• II i__ ___ 11 I��r' � SHEAR WALL SHTG (1) OR E(2) SIDES PER SCHEDULE XT. SHTG TO EXTEND IF SHEAR SHTG REQUIRED ON BOTH SIDES NAIL SOLE PL TO RIM JST W/ 16d ® 6" O.C. AND CONN. RIM TO SILL PL W/ A35 CLIP ® 24" O.C. _ _ • -I-11 • 1 .11 • , i____ 1 I • • •• 1 _ • , I �1 +" • , loM _ -- ___1 _ _IL _1_ -11- - -H- II 10 I 1 1 \ c 11 n n i II 11 ADDITIONAL REQ'TS OVER RIM JST AND SILL PLATE. IF INSTEAD, SHTG BREAKS THIS AREA CONTACT ENGINEER FOR -L7, •• • • • ; • ; • •' . : ; ; •• • •• • • • • • • • • • • 1 1 1 1 1 • • I 1 • __ __ •• • • • • ; ; ; •; • •• :• • • X" DIA. A.B.'S SPACE PER SCHEDULE. SINCE A.B. SPACING ON SCHEDULE HAS BEEN DECREASED FOR WALLS WITH ' SEISMIC SHEAR OVER 350, A 3X SILL PLATE IS NOT REQUIRED. THUS A 2X SILL PLATE IS ADEQUATE. __ 'u. - =41 BAR '= 11 77 - -u 11 u. =•.11. u U ¶11.��11= u L��u- =ii - =u5 11 II (1) #4 BOLT PER SCHEDULE ADDITIONAL REQT'S SIMPSON STRAP HOLDOWN PER FOUNDATION WALL M PROJECT: P/N 1523049199, 1400 S.F. RAMBLER GS BUILDERS & DEVELOPERS 4051 35TH AVE S. TUKWILA, WA 98188 IF SHEAR SHTG REQUIRED ON BOTH SIDES, NAIL SOLE PL TO RIM JST , W/ 16d ®6" O.C. AND CONN. RIM Y2 DIA. A.B. S SPACE PER TO SILL PL W/ A35 CLIP ® 24" SCHEDULE. �� ,> _ _ _ L, __ J - — - TI I 1 ,_ __ _ (j� - - V __ __ I 1 T I I I i • 11 •�■ IIOLDOWN SCREW/BOLT SCHEDULE O.C. SINCE A.B. SPACING ON SCHEDULE HAS BEEN DECREASED FOR WALLS WITH SEISMIC SHEAR OVER 350, A 3X SILL PLATE IS NOT REQUIRED. THUS A 2X SILL PLATE IS ADEQUATE- SCHEDULE . FIN.f �� I I I I I i u ■�■ BRACKET 5D5 SCREWS IN 5TUD5 BOLT DIAM BOLT IN FOUNDATION COUPLER > � R —, —I+ ' ' ii • • • — =- I+ — GRADE 11 11 II II I I HDU2 (6)y" X 2y" %8" EE E Nh /e WS/ WS/ �_ -�� IIAR 1=11 -1 11 =1111II-II_n_I (1) #u —" " HDU4 (10)y' X %" - L J 2" %" HDUB (20)Ya' X 2N %" 55T1334 CNW'4 FOUNDATION WALL S2 SHEAR WALL DETAIL USING STRAP HOLDOWN AND FLOOR JOIST S4 SHEAR WALL DETAIL USING BRACKET HOLDOWN AND FLOOR JOIST NOTES: ' 1.) MAY RETRO -FIT ANCHOR BOLTS USING SIMPSON STB62412 ( %" X 4-X") STRONG -BOLT ANCHORS WITH 2 -3'4" MIN. EMBED OR SIMPSON THD62500H ( %" X 5 ") 11TEN HD ANCHORS WITH 2 -3'4" MIN. EMBED. 2.) INSTALL COUPLER AND THREADED ROD PER SCHEDULE. THREADED ROD SHALL BE OF SUFFICIENT LENGTH TO ACCOMODATE BRACKET ABOVE. NOTE: NOTE: MAY RETRO -FIT ANCHOR BOLTS USING SIMPSON STB50414 (Y2" X 4 4 ") STRONG -BOLT ANCHORS WITH . 2 -34' MIN. EMBED OR SIMPSON THD50500HMG (Ys" X. 5 ") TITEN HD ANCHORS WITH 2 -3'4' MIN. EMBED. EXT. SHTG PER SHEAR WALL SCHEDULE • -- SCHED. & FTNT 1 ON �= U.N.O. 4 ;f::A;;2:A1 B 6' -0" SCHED. * ' �� x ,\,4 /S /� '�' 4ST 47 0't'� 42, STEg� {�A> S G FOR BOT PL /RNLING FIN. GRADE *2X SILL FTG. DRAIN PER LOCAL CODE (IF GEO- REPORT REQUIRED FOLLOW DRAINAGE REQUIREMENTS IN REPORT) TREATED PL 2X4 ® 2X4 WALL 2X6 CO 2X6 WALL li 1/ SIONAL E' �. •. °. IQ ' EXPIRES MAY 21, 2012 si0,":„4i... /,, ,e. ••••(�0 `�.. �4 t...� 6" MIN. REVISIONS io " BEAR FTG. ON � UNDISTURBED NATIVE SOIL OR STUCTURAL FILL C • • >; S rr #4 ®14 O.C., HORIZ. # DATE ° . �' #4 ® 18" O.C. VERT. OPTIONAL CONST. JT f REVIEWED FOR CODE COMPLIANCE P 'l1 Y } MAY 5 2011 i otTulwwila BUILDING DIVIRIMI RECEIVED APR 07 2011 PERMIT CENTER 1 4/5/2011 • E ID i N1 �, . ' .. • .. r ° :•® (2) #4 CONT. BARRIER SHEET NUMBER S2 ' • .: / VAPOR 11F174ll_u•n_U-11. 12" MIN. F1 CONTINUOUS PERIMETER FOUNDATION S2 OF 2 J*HOLE IN WASHER MAY BE DIAG. SLOTTED - WIDTH MAX. 316" LARGER - LENGTH MAX 1 -34 IF STANDARD CUT WASHER IS PLACED BTWN WASHER AND NUT. SEE MATERIAL NOTES SHEET S1 FOR GALVANIZING AND TREATMENT SPECS /I`' . /II S„