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Permit D06-204 - Schmidt Garage
SCHMIDT GARAGE 13001 41 AV S D06 -204 ParcelNo.: 7341600215 Address: 13001 41 AV S TUKW Suite No: Tenant: Name: SCHMIDT GARAGE Address: 13001 41 AV S , TUKWILA WA 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.ct.tukwila.wa.us Owner: Name: SCHMIDT WILLIAM P Address: 12924 E MARGINAL WAY SO , RIVERTON WA 98168 Phone: Contact Person: Name: WILLIAM P. SCHMIDT Address: 12924 EAST MARGINAL WY S , TUKWILA WA 98168 Phone: 206 2444302 Contractor: Name: A A ASPHALTING INC Address: 2518 E VALLEY HWY , SUMNER WA 98390 Phone: (253)939 -0214 Contractor License No: AAASPI *223DF DESCRIPTION OF WORK: BUILD 2000 SF 2 -STORY GARAGE. DEVELOPMENT PERMIT Expiration Date: 08/01/2008 Public Works activities include erosion control, driveway (max. width 30 -ft) and storm drainage. * *continued on next page ** Steven M. Mullet, Mayor Steve Lancaster, Director Permit Ntunber: D06 -204 . Issue Date: 12/08/2006 Permit Expires On: 06/06/2007 Value of Construction: 668,360.00 Fees Collected: $2,113.29 Type of Fire Protection: NONE International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 26 • • doc: IBC -10/06 D06 -204 Printed: 12-06 -2006 Public Works Activities: Channelization / Striping: Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Number: 0 Flood Control Zone: N Hauling: N Start Time: Land Altering: N Volumes: Cut 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: N Profit: N Non - Profit: N Water Main Extension: N Private: Public: Water Meter: N Permit Center Authorized Signature: The granting of this permit construction or the perfo Signature: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 11100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D06 -204 Issue Date: 12/08/2006 Permit Expires On: 06/06/2007 Size (Inches): 0 End Time: Fill 0 c.y. End Time: • Steven M. Mullet, Mayor Steve Lancaster, Director Date: J-2 ( • 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. s not presume to give authority to violate or cancel the provisions of any other state or local laws regulating ork. I am authorizgd to sign and obtain this development permit. / Date: 0- p Oca Print Name: „ G \ A _ fl 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. doc: IBC -10/06 D06-204 Printed: 12 -08 -2006 Parcel No.: 7341600215 Address: 13001 41 AV S TURW Suite No: Tenant: SCHMIDT GARAGE 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 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. 4: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 8: 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. 6: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 7: All wood to remain in placed concrete shall be treated wood. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: Manufacturers installation instructions shall be available on the job site at the time of inspection. 10: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 11: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248 - 6630). 12: 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. 13: ** *PLANNING DEPARTMENT CONDITIONS * ** 14: The property is zoned LDR please note the following, the "proposed structure" may not be used for commercial purposes nor may the garage be used for a home occupation. Additinally, the "proposed structure" may not be converted into dwelling or accessory dwelling. 18: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http : //www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D06 -204 Status: ISSUED Applied Date: 05/31/2006 Issue Date: 12/08/2006 • • • doc: Cond -10/06 D06.204 Printed: 12-08 -2006 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 16: The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 17: Contractor shall notify Public Works Utility Inspector at (206)433-0179 of commencement and completion of work at least 24 hours in advance. 18: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 19: Permit is valid between the weekday hours of 7:00 a.m. and 3:30 p.m. only. 20: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around hauling route (No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 21: Any material spilled onto any street shall be cleaned up immediately. • 22: A $2,000 bond made out to the City of Tukwila for possible property damages caused by activities inside the City Right of Way. 23: A copy of the Certificate of Insurance Coverage (minimum of $1,000,000 naming the City of Tukwila as additionally insured) is required for work inside the City Right of Way. 24: Contractor performing work inside the City Right of Way shall have a valid Business License with the City of Tukwila. 25: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation, off -site or into existing drainage facilities. 26: 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. 27: 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. 28: 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. 29: It is strongly recommended that storm drainage designs be certified by a licensed engineer. Otherwise, the owner assumes liability for the design and any subsequent related damages. doc: Cand -10/06 * *continued on next page ** • D06 -204 Printed: 12 -08 -2006 Signature: Print Name: doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. tom}. kA,, Date: • • • D06 - 204 Printed: 12 -08 -2006 Name: Mailing Address: E -Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: Company Name: Mailing Address: Contact Person: E-Mail Address: Company Name: Mailing Address: 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 Site Address: )30e1 .`( XJ.S Tenant Name: e ll SP,.JtMAG / ltatw.At.. Property Owners Name: tJ t ��t &v.._ S c.� a- .....v 1 ` Mailing Address: Vr"39'a £..rtovr�-t _ Goo S. V�fw4\� i V ' vertu-._ 5cc Contractor Registration Number. Contact Person: 4 E -Mail Address: C%AppnwiomSPona.- Appae.tiom On uaeu- 2006 - Pernik appnewoe.a e Revised: 4-2006 bb Building Permit No. I/t.,ES jij} Mechanical Permit No. Pltunbing/Gas Permit No. Public Works Permit No.: • Project No. (Foro,©1ce use only) 14 Pl1 �t t�� 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** King Co Assessor's Tax No.: 1 C Suite Number. Day Telephone: 10 G' �i 8 S °t- City New Tenant: State State State State Floor: ❑ .... Yes ❑..No ctVW Shia hi Zip Fax Number: Zip City Day Telephone: Fax Number. Expiration Date: Zip City Day Telephone: Fax Number: Zip City Day Telephone: Fax Number: Page 1 of 6 'BUILDING PERMIT INFOTION -206- 431 -3670 Valuation of Project (c actotttf o ' price): $ Existing Building Valuation: $ — Scope of Work (please provide detailed information): ern 6",S r tow v - rettQ Will there be new rack storage? ❑..Yes No (If yes, a separate permit and plan submittal will be required) Provide All Build in Areas in Square Footage Below I° Floor 2 Floor 3f° Floor . Ftoors ..Basement:;;. A cross MrP.troOlt•e4., AttachedDarage [ktac M413g0 ge :`' ,:Anached,Carport pthicired guliQrt • CoveredQeck..::;. • • UK° Deck egibit Existing ' 1 000 0 54,7) Air 51e 0 anienoi IRemodeI Addition to ::. Existing StrOctnre .'.., / 000 /6 'Oo Type of. Constru psi me • Type of Occupancy per IBtr • t PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over I8 inches and overhangs greater than I8 inches For an Accessory dwelling, provide the following: Lot Area (sq R): Floor area of principal dwelling: Floor area for accessory dwelling: /40 0 *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Q:MppliatbmVtamrApplications On W.W3006- Permit AppIIation.doe Revised: 4-2006 bh Compact: Handicap: Will there be a change in use? ❑ ....Yes �No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0.. Sprinklers ❑..Automatic Fire Alarm ja ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑..Yes ,J No If 'yes ", attach list of materials and storage locations on a separate 8-1/2 s II paper indicating quantities and Material Safety Data Sheets. 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. Page 2 of 6 PUBLIC WORKS PERMIT I? ORMATION - 206 - 433 -0179 % ` Scope of Work (please provide detailed information): C Diet fat c-Liyr[uT Cork; Water District ❑...Tukwila e y. Water District 4125 ❑...Water Availability Provid Sewer District ❑...Tukwila ❑...Sewer Use Certificate Va1Vue 0.-Sewer Availability Provided Submitted with Application (mark boxes which apply): ❑...Civil Plans (Maximum Paper Size — 22" it 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ - .Right - of - way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of-way Non Right-of-way ❑-.Sanitary Side Sewer ❑- ❑ ...Cap or Remove Utilities ❑ • ❑ ...Frontage Improvements ❑ • ❑ ...Traffic Control ❑ . ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water _ ❑...Permanent Water Meter Size... " ❑ ...Temporary Water Meter Size.. ❑ ...Water Only Meter Size _ ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public Q:Upplicximuwwmu- Applialiaa On LISJ -2006 -honk Appliadon.doc Revisal: 4-2006 bit Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin t11 for fees and estimate sheet. ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ...Total Cut cubic yards ❑ .. Work in Flood Zone ❑ ...Total Fill cubic yards ❑ .. Storm Drainage . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line Private Private ❑ .. Highline ❑ ...Renton ❑..Renton ❑...Seance ❑ .. Approved Septic Plans Provided ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑...Traffic Impact Analysis 0... Hold Harmless — (SAO) ❑...Hold Harmless — (ROW) ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Sit FINANCE INFORMATION Fire Line Size at Property Line ❑...Water ❑...Sewer Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: Number of Public Fire Hydrant(s) a L✓ /Teti' ❑...Sewage Treatment 1 b/o d. Day Telephone: air State Zap Day Telephone: City State Zip Page 3 of 6 • PERMIT APPLICATION NHS — Applicable to all permits in thi w)plication 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. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). ' Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing code (current edition). 1 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 AMA ORIZED TO APPLY FOR THIS PERMIT. renia C or, " /f6 & rldh — 04.Scd %Ion /Y hrbt 'a'" Jr S `^c�vt tr fe3Cwin 0 / . i 6 / i1 r 7 C ate✓ Wf74a0./7T rcecviSC:. BUILDING OWN OR AUTH d ' ED C- Signature: / Ca. / / Print Name: 1 /; /7/4 /K /7 - C A .« t / u Day Telephone: d' g y tf: 35oa - Mailing Address: ���p �/ 1'(a/ tel. 1 0 ✓e+ ro 646 4,42 ate . 9 ,�'/6X BP Date Application Accepted: osI *iIa/ QMpliution,Womu- Appliotiom On LIov3- 2006 - Permit AppliSon.doe Revised: 42006 bh Date: s /3 / hoe 6 Date Application Expires: Staff Initials: Page 6 of 6 QUANTITY IN CUBIC YARDS RATE 50 or less . $23.50 51 -100 $37.00 101 -1,000 $37.00 for lst 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 - 10,000 $194.50 for 1 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 - 100,000 $325.00 for the 1 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for l 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20 -15 (100 %) $10.00 15 -10 (75 %) $7.50 10 -7 (50 %) $5.00 7 -5 (33 %) $3.30 5 -2 (25 %) $2.50 2 -1 (10 %) $1.00 0 -1 $0.00 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B +C +D) 7. Pavement Mitigation Fee $ (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the exist'ng pavement. Use the following table and Bulletin 1B to estimate the p 8. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. Approved 09.25.02 Last Revised Jan. 2006 2 $ 13 S (6) (8) QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 —100 $23.50 101 -1,000 $37.00 1,001 - 10,000 $49.25 10,001 - 100,000 $49.25 for 1" 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1" 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for P' 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may ad'ust estimated fees PROJECT NAME SelLAAAilit PERMIT# 1)06-20'1 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 2. 1 -( 00 Road/Parking/Access (Y0C A. Total Improvements 51 /.JFJO 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) 5. Enter total excavation volume Enter total fill volume cubic yards cubic yards Use the following table to estimate the grading plan review and permit fee: Use the greater of the excavation and'fill volumes. GRADING Plan Review and Permit Fees Approved 09.25.02 Last Revised Jan. 2006 1 $250 (1) $ (5 TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APP 6 (1 +4 +5) $ The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. (4) PERMANENT FILE COPY WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2006 — 12.31.2006 Total Fee 0.75 $600 $4648 $5248 1 $1100 $11620 $12720 1.5 $2400 $23240 $25640 2 $2800 $37184 $39984 3 $4400 $74368 $78768 4 $7800 $116200 $131790 6 $12500 $232400 $244900 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 Approved 09.25.02 Last Revised Jan. 2006 Total A through E $ (9) 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Special Connection (TMC Title 14) $ E. Duwamish $ F. Transportation Mitigation $ G. Other Fees $ Total A through G $ r/ (10) DUE WHEN PERMIT IS ISSUED (6 +7 +8+9 +10) $ >S O' 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 $47.00 per inspection. Temporary Meter 0.75" 2.5" $300 $1,000 3 Parcel No.: 7341600215 Address: 1300141 AV S TUKW Suite No: Applicant: SCHMIDT GARAGE Payee: H 1StAD ACCOUNT ITEM LIST: Description BUILDING - RES PW BASE APPLICATION FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE 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 000/322.100 000/322.100 000/342.400 000/345.830 000/386.904 RECEIPT TRANSACTION LIST: Type Method Description Amount Payment Check 5099 1,487.40 Account Code Current Pmts Total: $1,487.40 Permit Number: D06 -204 Status: APPROVED Applied Date: 05/31/2006 Issue Date: 962.90 250.00 135.00 135.00 4.50 • • Receipt No.: R06 -01927 Payment Amount: 51,487.40 • Initials: LAW Payment Date: 12/08/2006 01:27 PM User ID: 1632 Balance: 50.00 • • • 2510 12/08 9716 TOTAL. 1487.40. doc: Recelot-06 Printed: 12 -08 -2006 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 Project: 13/ DI L IIA10 t, Address: Special Instructions: Typ Date c.alied IBC I V^' Date Wanted: a.m. p.m. Requester: Phone No: IS( per applicable codes. 0Corrections required prior to approval. COMMENTS: /Ippt, ✓� �� C r�ilh�r,, Date: 1 / 1 Inspector: n 558.00 itEINSPECTIoN FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: (Date: Project `sA, d 1 l Type of Inspection: \, 1—/ A14 A � r ss: i `// n v S Date Called: Special Instructions: Date Wanted: a.m. 7- 30 Requester: Phone No: 0 1,04- 33/_ /s2C/ g INSPECTION RECORD / Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 , Approved per applicable codes. frX -20‘7 PER T (206)431 -36X0 El Corrections required prior to approval. COMMENTS: 22 o $58.00 REI4JSPECiION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Pro Type of In coon: Address Q / L/ / rl�l So Date Called: Special Instructions Date Wanted: a.m. 1 — / 2 -0 - 7 kP.m. Requester: '^-_-- Phone N 2f .... / _ L.57. ei INSP INSPECTION RECORD Retain a copy with permit NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 5 pproved per applicable codes. El Corrections required prior to approval. COMMENTS: 0 $58.00 REINSPCTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: r'—�tp,,,` i - c/ Type of Inspection: , Addr t obt c " , 5 1' � Date Called: � /�� /�,' Special Instructions: Date Wanted: � - 1762 P.m. p.m. Requester: ,,. I clew Phone No: Approved per applicable codes. (Receipt No.: INSPECTION RECORD Retain a copy with permit 0 zoT INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PERMIT NO. 0 Corrections required prior to approval. COMMENTS: 4127(0 cuti cr u.ie G /ZIo -, 9 0.4_4" 61770 Athti Co 12 6 /67 or To A alsLoAt Q./19 `5 /0.4 -4 1 Inspector: 6Li Date: L PN ri $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Date: COMMENTS: f Type of Inspection: / 7Z, C01+5 %cr L �v, PK,J/J»p / y o1n r %at /SA i n r 574/7/4)11 / 4w , 2N /4-' rn/e4csi o rr. P47r z ,4' /JaBuis✓ a rev/ // .fl' * /Jc / 17�ixns (/corer) ) s to -t fi /%cc r ni> r%i.' ai W/ 4 / f� /�C/ l c x /1; 4%%7 -- ,or ("/ i / 4 / Phone No: J Projec � Type of Inspection: A iys: /I Se/ / a C � Date Called: Special Instructions: Date Wanted: '-a7 7 O Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PE (206)431 -3 r 0 Approved per applicable codes. _Corrections required prior to approval. ` ;58.00 REIN °' CTION FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. r eceipt No.: (Date: Project ' �� Type /COY of ctio � .-.lC � Add7s f _ y/ f .h / Date Called: Special Instructions: Date Wanted: � Requester: Phone No: INSPECTION N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20•)431 -3 pproved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector El $58.00 RE SPECTUON FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: INSPECTION 1tECORD Retain a copy with permit ,GXj6 2�yfi PER NO Project: / e S wr, �f f Type of Inspect %- 2 / /pd.- zr la J�si Address: /IOC/a— y/ fft S„ Date Called: Special Instructions: Date Wanted b G 7 ,ptt p.m. Requester: Phone No: 1/t6 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PE (206)431 - 3 Approved per applicable codes. Corrections required prior to approval. COMMENTS: I Date:s'i!' ,..... i? - 7 E $58.00 REI ECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: (Date: Project• / 4 .5C-4 nl• di Type of Inspection: 4/t l/' f Address: / L ," (/ 1 5/> Da a Called: Special nstructions: / Date Wanted: �Int 4-70-07 Requester: Phone No: C6 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 216)491 -367 ,Approved per applicable codes. Corrections required prior to approval. COMMENTS: (Date: / $58.00 REI • PECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cal the schedule reinspection. 'Receipt No.: 'Date: ProjectL, .S rA� di efrita5 ° Type of Inspection: / � ani /iv \J Address: /30oi y/ h/ S Date Called: Special Instructions: Date Wanted: O G" a:m. Requester: Ph4qa No ° �D G- 3 5/ - /52 Y INSPE ION NO. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: /AA un/GC' I Dat _fit/ O 7 68 .00 REINSP CTI0N FEE REfiUIRED. Prior o inspection, fee must be aid at 6300 Southcenter Blv Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: , _ INSPECTION RECORD Retain a copy with permit DoG 1 O %pproved per applicable codes. El Corrections required prior to approval. Pro ect: nw l 16.1 Coin / A r Type of Inspection: C01.-OZ/We, Ad 1 I H l A u S Date Ca Special Instructions: Date Wanted: (o— t3 - 0 - 7 m. 04: Requester: Phone No ".0(6 331 —I5 Approved per applicable codes. D Corrections required prior to approval. OMMENTS: Inspe tor /� 1 J` � ^ rate: 1 13 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit boc -zoy REINSPECTION FEE REQUIRE,tf. Prior to inspection, fee must be id at 6300 Southcenter Blvd., Suit 100. Call the schedule reinspection. (Receipt No.: (Date: 1 COMMENTS: 'UF v4 // re 2,5 $ 2 en/ / Gtuin/ el %4S /v9 // V/atl1 1 d kri/v ( . 3 I Mist 4 / Art 1/4"' » ' 7 rfA/. e pt " / /hNs 7 / 6,e -,e -P I% , ,(ref • Date Wanted: (e, - l3-O-7 a.m. m. 9 1,1 Jae 74t Age/ o r? .7461 c.- 9//s ,, n ,, LL 4107 i i eLAJw ;friva &r Project: s,,t- t IVAk k 4- 6fl/erjy Type of Inspection: ERflrnt Address: i3no 1-1 (Au S Date Called: - Special Instructions: Date Wanted: (e, - l3-O-7 a.m. m. Requester: Phone No: -(:)Co 331 -1 12- Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 eceipt No.: !Date: 0. (206 431 -3670 Corrections required prior to approval. tor: Date: 558.00 REINSPECT! N FEE RE lRED. Prior o inspection, fee must be paid at 6300 South enter Blvd., Suite 100. Call the schedule reinspection. Pr ect: i )4_ TypeofInspection: 0 e O t4 ' )(- ZICI t.) te Called:7(J7 o Spe ial Instructions: Date Wanted: r b /� a.m. p.m. Request? I J Phone No: a-(1z pl 1 y2-Y 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 0 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 6 / U-2 f,.b T e, /i - /c g `kZ A t o.- 1C c o (" ID CcAt -e4 u4i4 Oa ca. No,t4 Stk w u �2 L stag.) , Oiu Aic tnlrw1 ilA e. T C rrye,� Inspector: Date: 6 I % / J ., ri $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. (Receipt No.: 'Date: Project: 5ehm - „ fa 24, Type of Inspection: 15 Address: /, 4 Al?s Date Called: 05 4 2 9/0 7 Special Instructions: Date Wanted: 3670 7 m Requester: Phone No: wt, - 33/ -l.5 INSPECTION RECORD Retain a copy with permit - aay INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., *100, Tukwila, WA 98188 (206)431-3670 PERMIT NO. El Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: s/ g7 u iLU.dw-, ,/ 1n(NP/1tt /66 frati4 �° E 44/091 7' Q 4 51 ott -3 , r:A -a.AM / 6 aL't /)vas! F /t airce Inspector: al 'Date: 5 " /50» 0 $58.00 REINSPECTION FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: 5t-1r'iIt1 GR2A6f Type of Inspection: WAIL c gIA..t/S Address: i => 00 I t/ ( rat/ C Date Called: Special Instructions: Date Wanted: t — y ,.i 0 —7 P.m. Requester: Phone No: 2040 ) -JSzy INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9131 B8 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit L>U 6- ?oz/ PER N (206)431-3 El Corrections required prior to approval. COMMENTS: 00 REINSPE 014 FEE RE 'a =ED. Prior to inspection, fee must be d at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspection. Rec pt No.: 'Date; Project: C X N M I t 'D T ( I? /1( 2 ,'- Type of Inspection: S he4e wtl l( V Address: 1 ;DO I 1 4 /)111 S Date Called: Special Instructions: Date Wanted: ''S — 1-1_0.7 p.m. Requester: Phone N �O — 33P N 2.9 to INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 DoCzoe TN PER 206)431 -3 Q7 -. iApproved per applicable codes. Corrections required prior to approval. 13 COMMENTS: ( • or: T 400%5 Date! -5- y 8.00 REINSPECT! N FEE REWIRED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. ceipt No.: (Date: Project: s: hei7e I I/7 �y T yp of Inspection: \, Voq r ,A Address: / e c o / ` /(4i.. S to Called: Special instructions: - Date Wanted: a r 7 p.m. Requester: / Phone No 24— 331- - /s2 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)43 Approved per applicable codes. " AFA Corrections required prior to approval. COMMENTS: at/ J ;- f 1J /freAls n101.74 7 InspectoC (Date: y_ 3o -o7 $58.00 REIN EC ION FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: Project: f� �,./ '- e Type of Inspection: n 1 1/4// Adtaiess: O /3 - A, s c ate alle Special Instructions: Date Wanted • m� Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06)431 -36 Approved per applicable codes. corrections required prior to approval. 4 COMMENTS: -C ' eCin Ci AM'r, .,lops. !/ nr CDM /C' /�fl� f> -nv QIin -02 7 I' , Inspecto / 'Date: ,__ 3cJ '-c o;58.00 RE1tJJSPECTION FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Cal the schedule reinspection. 'Receipt No.: 'Date: INSPECTION RECORD Retain a copy with permit COMMENTS: Type of Inspection: N. v��� 41.0, c t� ‘ / A /JG• / ///� riX4f r .,/ / QN / "Wien,' s- :. e ffi i:. �q Hi 7 os 1- "%e4-- Ger � nereffet W v 4 ' e r * 7fo / J �lll 7 4-, Y " re 4 , T 7�' / 07 m. Requester: : Phone No: 3.3/ — /sz1 Project: % .i, 1- 44;#r — f Type of Inspection: N. v��� 41.0, c t� Address / L3 / —I fi44 ci ate Called: Special Instructions: , Date Wanted:: 17— 07 m. Requester: : Phone No: 3.3/ — /sz1 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188. ( 06)431 -3 orrections required prior to approval. Inspector: 0 $58.00 REINSPi ON FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. !Date: y30 _07 !Receipt No.: !Date: Project: Type of Inspection: `J yo / iS' ' 5�.1 m f Csr.e.r�!'� Address: / /3 0t'� / zf/ /-r/ C ate Called: Special Instructions: Date Wan *9--07 ry Requester: Phone No: ZOl — 553 1✓52- INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100. Tukwila, WA 98188 Y/klpproved per applicable codes. fj Corrections required prior to approval. COMMENTS: 0 $58.00 REINSPEE �Pd i FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: • Project: / // Type ofInspe n: Type Address: --y/ A y uate Called: � lepi special Ins uctions: Sp Date Wanted: /-2-49:97 a.m. Requester: Phone No: �.,/ Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER 206)431- Corrections required prior to approval. COMMENTS: ri $58.00 REI ECTION FEE REQUIRED. Prior to inspection, fee must be paid at 63 ' ' Southcenter Blvd., Suite 100. Call to sechedule reinspection. (Receipt No.: Date: Project: midi- Gara Type Inss - 9rurrrs Address: 13001 '1-1 Ave S D Ca` d ta4 1 - 07 Special Instructions: Date Wanted: a.m. 1 6 P.m. Requester h Phone No: 2.0b -331 -1524• pite INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. Approved per applicable codes. D Corrections required prior to approval. COMMENTS: Vit�,i d /jUrxs5 -aJ y L t 6= . • %vt�l ,/rm�4n tit A _TAA , L t /later // Inspector: Doh -2o4 (Date: -/_ . ;7 ri $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: (Date: Project: S ( 2 / 1 //r /Jr Gee fi r° Type of Inspection: 101 /V0 "97 "dt'V C,JA // Address: /.3oea/ '/ /rgd S Date Called: Special Instructions: Date Wanted: /- 2 2_0 7 a.m. ,p'n; Requester: Phone No: c206 - . 3 / -7-67y INSPE NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 s U (Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date: / — — 0 $ 00 REIHSPECTION FE REQUIRED. Priof / to inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Callao sechedule reinspection. Ins • - c •r: A,-0 11 p Receipt No.: (Date: Project: ,SC / l " 6 4a46! Type of Inspection: /=oo - 7 rvG \ Address: /300/ 1*/Z `?r/S Date Called: Special Instructions: Date Wanted: /— / 7-O7-- i�m , p.m. Requester: Phone No: 3 INSPECTION RECORD Retain a copy with permit INSPECTSON HO. PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-36 FA Approved per applicable codes. COMMENTS: S ih p Corrections required prior to approval. LI $58.00`• EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: AJ 0 ,caeJvr f sale 94/17 5€r i 4P/L S » e- f9- SliP r-e• ,erl- 5 L is rf 1iirec / (/ /WWS/ nil,' / '�Skvvv Date Wanted: / O yyvl/ Sh tii/,ve5\ Requester: ,4-, Phone No: ■ Project: Sr ar liv Cn24v, Type of Inspection: AJ Address: /i V/ 17v Date Called: Special Instructions: Date Wanted: / O . a.m. Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. .00 REINSPEC ION E REQUIRED. • or to inspection, fee must be aid at 6300 Southcenter Blvd., Suite %r. Call to sechedule ref nspection. (Receipt No.: INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. 'Date: PType S C i ^ /CA of Inspectyy: /0/ X,to --0972 V Address: 1 00 /— 9/ /Iz C Date Called: Instructions: nstructions: `Date Wanted 2r/7 t%'(4 // try p.m. Requester: Phone No: zO ,33A /S2Y INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 OMMENTS: /! 6 $5 T.00 REINSPE TION • E REQUIRED rior to inspection, fee mus :e d at 6300 Southcenter Blvd., Suit; 100. Call to sechedule reinspection. Re pt No.: Date: Date: Approved per applicable codes. Corrections required prior to approval. Zh -i# ulnteaQ uiuuS£ h02. - 9011 :aI!3 /. O 48 Inch Diameter Hole Filled with 1 -3 "Washed Drain Rock House House Roof Downspout flow Small Site Drainage Requirements FIGURE C.2.D TYPICAL DRYWELL INFILTRATION SYSTEM Roof Downspout flow Roof Downspout Overflow Splash Block Fine Mesh Screen DRY WELL PLAN VIEW NTS Ca ch Basin (Yard Drain) 15' min. DRY WELL SECTION NTS C -15 Catch Basin (Yard Drain) Min. 4° dia. PVC Pipe C.2.3 INFILTRATION fREA:HES AND DR YW Mark Center of Hole with 1" Capped PVC or Other means Topsoil Flush with Surface . 1(10k11\ r r1d_ rin /NA in/NAM! 1' min. 48 Inch Diameter _" Sides of Hole _ t Hole Filled with Lined with 1t / Drain Rock Alter Fabric Min. 1' above Seasonal High Groundwa er Table 1€1 1 4' min. t 9/1/98 November 21, 2006 Ian Hamad 12924 East Marginal Wy S Tukwila WA 98168 RE: Request for Permit Application Extension Development Permit Application No. D06 -204 Schmidt Garage - 13001 41 Av S Dear Mr. Hamad: This letter is in response to your written request for an extension to Permit Application No. D06- 204. The Building Official has reviewed your letter and considered your request to extend the above referenced permit application. The City of Tukwila Building Division will be extending the expiration date of your permit application for an additional 90 days (through February 25, 2007). If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, A4Ab arshall Permit echnician File: Permit No. D06 -204 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director PNennifeAExtension Letters\Pemul Applications\DD6 -200 Application Extension.doc jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206-431-3665 [Jennifer Marshall - Fwd: Permit Application No.D06 -204 From: Bob Benedicto To: Jennifer Marshall Date: 11/16/2006 3:35 pm Subject: Fwd: Permit Application No.D06 -204 O.K. to extend this permit - 90 days e_P I l -V 611 D Z ZG-•o't i Jennifer Marshall - Permit Application No.D06 -204 From: Ian Hamad <ian.hamad @gmx.net> To: <bbenedicto @ci.tukwila.wa.us> Date: 11/15/2006 2:36 pm Subject: Permit Application No.D06 -204 We herewith apply to for a 90 day extension for the above mentioned permit application. Due to the soggy weather, we are behind our schedule to tear down the existing garage. thanks Ian a e' Joanna Spencer - Re: Fwd: Re: Permit Number D06 -204 From: Ian Hamad <ian.hamad @gmx.net> To: "Joanna Spencer" <jspencer @ci.tukwila.wa.us> Date: 10/6/06 11:59AM Subject: Re: Fwd: Re: Permit Number D06 -204 Joanna, I estimate the cost for mobilization, erosion control, storm drainage and driveway to be $5400.00. Is this email sufficient, or do I write a separate letter? thanks Ian At 08:53 AM 10/6/2006, you wrote: >Ian. >Estimate is needed for new garage permit only. It's >mobilization,erosion control, storm drainage and driveway. Do not >include cost of new garage structure. >Joanna Spencer >Development Engineer >City of Tukwila >Public Works Department >6300 Southcenter Blvd., Suite 100 >Tukwila, WA 98188 -2544 >phone: 206-431-2440 >fax: 206 -431 -3665 >jspenceri@ci.tukwila.wa.us PERMANENT FILE COPY 10 -03 -2006 WILLIAM P. SCHMIDT 12924 EAST MARGINAL WY S TUKWILA WA 98168 RE: Permit Application No. D06 -204 13001 41 AV S TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that yourr permit application applied for on 05/31/2006, has not been . issued by the. City of Tukwila Permit Center. Per the International Building Code and/or the International Mechanical Code, every permit application not issued within: 180. days from the date of application shall expire by limitation and become null and void. Your permit application expires on 11/27/2006. . If you choose to pursue your project; a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 11/27/2006. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date._ In the event ;you 'do not receive your writtenrequest for extension, your permit application will become null and void and your project wilt require a new penult application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Xc: rshall ician Permit File Pin D06 -204 City of Tukwila Steven Al. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 July 25, 2006 William P. Schmidt 12924 East Marginal Wy S Tukwila, WA 98168 Dear Mr. Schmidt: City of Tukwila Steven M. Mullet, Mayor Department of Communi=ty Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D06 -204 Schmidt Garage — 13001 41 Av S This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time the Building, Fire, and Planning Departments have no comments. Public Works Department: Joanna Spencer, at 206 431 -2440, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete 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) 433 -7165. Sincerely, encl File No. D06 -204 sh ician P:Vennifet`Correction Letten\2006WD06 -204 Correction Ltr M1 .DOC jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206 - 431 -3665 PUBLIC WORKS DEPARTMENT COMMENTS DATE: July 20, 2006 PROJECT: Schmidt/Hamad Garage 13001 41" Ave S PERMIT NO: D06 -204 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Please execute the attached Hold Harmless Agreement for Right of Way Work. Notarized signature of property owner(s) on page 2 of 4 is required. 2) City of Tukwila has an Undergrounding Ordinance. Please contact the appropriate power and communication companies and show how proposed garage will be served. 3) There is an existing utility pole that is in conflict with proposed driveway. Please contact the utility company that owns the subject pole and have them relocate it or redesign and narrow proposed driveway to avoid conflict with existing pole. 4) On you site plan please show finished floor elevation of proposed structure, center line and edge of asphalt roadway pavement, spot elevations of pavement edge. Maximum allowed driveway slope is 15 %. Runoff from a private property, in this case new driveway, is not allowed to sheet flow into the City Right of Way. Applicant shall install a slotted drain to capture driveway runoff. 5) Garage will have a slab on grade, and none of the structure plans show footing drains, however your site plan calls for "footing drain discharge system ". Please clarify is it a footing drain or roof downspout discharge system. Please provide a detail of proposed discharge system, see page C -15 of attached packet. 6) Please note that contractor performing work inside the City R.O.W. shall obtain a Tukwila Business License from the City Clerk's office at (206) 433 -1800. Submit a copy of Insurance Certificate naming Tukwila as additional insured. 7) Please submit a construction cost estimate for new driveway, erosion control and drainage work. P: Joanna/D06 -204 June 15, 2006 William P. Schmidt 12924 East Marginal Wy S Tukwila, WA 98168 RE: Letter of Incomplete Application # 2 Development Permit Application D06 -204 Schmidt Garage — 13001 41 Av S Dear Mr. Schmidt: This letter is to inform you that your resubmittal received at the City of Tukwila Permit Center on June 13, 2006 is determined to be incomplete. Before your application can continue the plan review process the items on the attached memo from the following department needs to be addressed: Building Department: Allen Johannessen, at 206 433 -7163, if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 - 7165. Enclosures File: Permit D06 -204 P:Vennifer\Incomplete Letters\2006\D06 -204 Incomplete Lit #2.DOC jem Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 -431 -3665 • Determination of Completeness Memo Date: June 15, 2006 Project Name: Schmidt Garage Permit #: D06.204 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner A Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. 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 sinned wet stamped not copied.) 1 The plans show building construction as designed shear -wall construction. Typically a registered engineer shall provide a shear -wall construction design. Shear-wall designed plans shall have an engineers set of calculations and plans with calculations shall be wet stamped by the engineer. Provide calculations for the shear -wall design or provide revised plans designed prescriptively using a braced wall design. Brace wall design shall meet the code for lateral wind and seismic force design requirements. An architect or engineer may be required as previously mentioned from the last letter. Architectural and engineered drawings shall be wet stamped and signed. 2 Provide building height dimensions. Identifying building height is necessary to determining seismic and wind design-load requirements for brace wall or shear -wall construction. 3 The second floor exceeds brace wall line spacing. Show center partition to meet code for brace wall construction where brace wall lines shall not exceed 25 feet. (IRC R602.10.11) 4 Provide sizes for doors and windows shown on the plan. Provide specifics for the doors and windows. 5 Revise the elevation cross section to show 'h" T&G OSB continuing under wall plate. In addition show exterior structural panels Joints shall meet centered over wall plate, blocking or rim joist. 6 Plan set page are incorrectly numbered. Revise plans to be numbered properly. 7 The site plan shows an existing structure to be removed. Identify the structure to be demolished. A building demolition permit shall be required. Should there be questions concerning the above requirements, contact the Building Division at 206-431 -3670. No further comments at this time. June 7, 2006 William P. Schmidt 12924 East Marginal Wy S Tukwila, WA 98168 RE: Letter of Incomplete Application # 1 Development Permit Application D06 -204 Schmidt Garage — 13001 41 Av S Dear Mr. Schmidt: This letter is to inform you that your application received at the City of Tukwila Permit Center on May 31, 2006 is determined to be incomplete. Before your application can continue the plan review process the items on the attached memo from the following department needs to be addressed: Building Department: Allen Johannessen, at 206 433 -7163, if you have any questions concerning the attached comments. Planning Department: Brandon Miles, at 206 431 -3684, if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 - 7165. Sincerely, Enclosures File: Permit D06 -204 P:Vennifer\ncomplete Letters \2006\D06 -204 Incomplete Ltr #t.DOC jem City of Tukwila Department of Community Development Steve Lancaster, Director Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 -431 -3665 Determination of Completeness Memo Date: June 1, 2006 Project Name: Schmidt Garage Permit #: D06 -204 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner A Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. 1 Provide a brace -wall nailing schedule that meets code (2003IRC Chapter 6 Wail Construction). 2 Identify brace walls, lateral restraint panels (LRP) and show hold-downs or method of fastening walls to the foundation to meet code for wind and seismic loads. (An architect or engineer may be required) 3 Provide a cross section detail to show wall construction from foundation to the roof. Detail shall identify the following items and shall meet current code requirements: a) Footing size with reinforcement and hold-downs. b) Concrete slab and fill. c) Floor material sizing and nailing. d) Wall construction with covering or sheathing and bolting of mudsill. Identify fasteners. e) Roof framing and type of roofing. 4 Provide details for the stairway and landing per code. (IRC Section 312) Should there be questions concerning the above requirements, contact the Building Division at 206-431-3670. No further comments at this time. DATE: CONTACT: RE: ADDRESS: ZONING: June 1, 2006 William Schmidt 006 -204 13001 41" Ave S LDR PLANNING DIVISION COMMENTS The Planning Division of DCD has reviewed the above permit application. The application is incomplete. Please provide the following: 1. Clarify the use of the building that is being demolished. King County Assessor's office notes that there is a house on the property. However, there is no house shown on the site plan. Is this the structure that is being demolished? Or is the house on the site plan being noted as "Existing Structure "? ACTIVITY NUMBER: D06 -204 PROJECT NAME: SCHMIDT GARAGE SITE ADDRESS: 13001 41 AV S DATE: 08 -03 -06 Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # before Permit Issued DEPARTMENTS: Building Division ❑ Fire Prevention ❑ Planning Division ❑ Pub ( p er ( ks tO6 l g Works Structural ID Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08 -8 -06 Complete Comments: Please Route Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: APPROVALS OR CORRECTIONS: Documents/routing slip.d« z -26-02 PERMIT COORD PLAN REVIEW /ROUTING SLIP Incomplete ❑ Structural Review Required ❑ No further Review Required Not Applicable ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 09-5-06 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: ACTIVITY NUMBER: D06 -204 PROJECT NAME: SCHMIDT /HAMAD GARAGE SITE ADDRESS: 13001 41 AV S Original Plan Submittal X Response to Correction Letter # DATE: 06 -29 -06 Response to Incomplete Letter # 2 Revision # After Permit Issued DEPARTMENTS: -0 Bui& g Division Publi Works dm V4,0 Complete Comments: Please Route TUES/THURS ROUTING: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 „PERMIT COORD COPY ' PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: LETTER OF COMPLETENESS MAILED: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Structural Review Required Approved with Conditions DUE DATE: 07 -06-06 Not Applicable ❑ No further Review Required DATE: DUE DATE: 08-03-06 Not Approved (attach comments) d DATE: Pla Division IbJ Permit Coordinator ❑ n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW' Staff Initials:'M/ DEPARTMENTS .8 /_ B I I ng vision Iv Public Works Complete ❑ Comments: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D06 -204 DATE: 06 -13 -06 PROJECT NAME: SCHMIDT RESIDENCE SITE ADDRESS: 13001 41 AV S Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # After Permit Issued IL]l Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Planning Division ❑ Permit Coordinator DUE DATE: 0645-06 Not Applicable 5 Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ® Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DocumenesIroutins slip.doc 2 -28-02 DATE: DATE: DUE DATE: 07-13-06 Approved with Conditions ❑ Not Approved (attach comments) ❑ ACTIVITY NUMBER: 006 -204 DATE: 05 -31 -06 PROJECT NAME: SCHMIDT RESIDENCE SITE ADDRESS: 13001 41 AV S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Bulk ng Division Public Works Complete I J Comments: Sefr 1`11. APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: DocumentiroutIng slip.doc 2-28-02 ,..PERMfT COORD COPY PLAN REVIEW /ROUTING SLIP 51l 4 1ab 419 k s Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg t:1 Fire ❑ Ping PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: DUE DATE: 06-01-06 No further Review Required DATE: DATE: Pip, tiva (,. - 1-o0 Planning Division X Permit Coordinator ❑ Not Applicable ❑ DUE DATE: 06-29-06 Approved with Conditions ❑ Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: City of Tukwila I REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 8- 2- 1_00,h ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Schmidt Garage Project Address: 13001 41 C Av / S Contact Person: /� /��JcGfwrrd ' Phone Number: 'oG ? Y R 36 R Summary of Revision: R- eo(a( fen aC 'ic t. Sheet Number(s): 32- f' 6 \applications\ orms- applications on Iine\revision submittal Created: 8-13-2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Plan Check/Permit Number: D06 -204 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: A") gr Entered in Permits Plus on 0603/0 6 Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED W I Y cm- TUKWtA AUG 0 i ZOOS PERMIT CENTER Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: So /a `f 7;0 b Received at the City of Tukwila Permit Center by: Entered in Permits Plus on to (2°1 lag \applications forms- applications on linekevision submittal Created: 6.13.2004 Revised: 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: htto: //www.citukwila.wa. Plan Check/Permit Number: Response to Incomplete Letter # c2 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner CRY TUt)F Kwu JUN 2 9 2006 y/ /�Cb.tIC" ?M;T CENTER Project Name: 170 MA) ez.i.K� q- �osshvo Project Address: / 3t70) Ll / sT ,4-J 5 - U Contact Person: f /// s,%a+, A r Phone Number: gf)b f 'PI R 30 ??- Summary of Revision: Gvt 'c.vfre/ cal'✓Cartpu1 e�G_ k� / 17062 - 2-tY -1 Steven M. Mullet, Mayor Steve Lancaster, Director Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Project Name: Project Address: Contact Person: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Fax: 206 -431 -3665 Web site: has : //www.ei.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: di I l* 10( Plan Check/Permit Number: 0 Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Gjr.�lwll` WI( dI.VICZ- c l�i7O 1 L I I M C A 5 a..31 Summary of Revision: eitr Sheet Number(s): "Cloud" or highlight all areas of revision Including date of revision Received at the City of Tukwila Permit Center by Entered in Permits Plus on (i 77 V c lapplmanonsitbrms- applications on Ime4evision submittal Created: 8 -13 -2004 Revised: GIK5‘7 Cv-C Steven M. Mullet, Mayor Steve Lancaster, Director C nvO C F�ru V KWILA JUN 13 20PR PERMIT Phone Number: Oc.- P 'ilk %3 °a- 89/04/1995 22:33 2052448382 DATE: June 1, 2006 CONTACT: William Schmidt RE: DO6 -204 ADDRESS: 1300141' Ave S ZONING: LDR EIS INC PLANNING DIVISION COMMENTS PAGE 03 The Planning Division of DCD has reviewed the above permit application. The application is Incomplete. Please provide the following: 1. Clarify the use of the building that is being demolished. King County Assessor's office notes that there is a house on the property. However, there is no house shown on the site plan. Is this the structure that Is being demolished? Or is the house on the site plan being noted as "Existing Structure'? Tke aka o f , b(,ti Iktked /(s 1 Ine ©k4. T j (A© IS A,o CAT,51 Let. OA-- IC( k ft'k r License Information License AAASPI Licensee Name A A ASPHALTING INC Licensee Type CONSTRUCTION CONTRACTOR UBI 600272440 erify Workers Comp Premium Status Ind. Ins. Account Id 38921900 Business Type CORPORATION Address 1 2518 E VALLEY HWY Address 2 City SUMNER County PIERCE State WA I Zip 98390 Phone 2539390214 j t Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 3/6/1978 Expiration Date 8/1/2008 Suspend Date Separation Date t Parent Company 1 Previous License Next License Associated License Look Up a Contractor, Electrician or Plumber License Look Up a Contractor, Electrician or Plumber Printer Friendly Version Topic Index I Contact Info y Home L Safety Claims & Insurance ' Workplace Rights § Wades @ Licensing i Find a Law or Rule Get a Form or Publication General /Specialty Contractor A business registered as a construction contractor with LB:I 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. Page 1 of 3 • • • • https: // fortress. wa. gov /lni/bbip/ Detail .aspx?License= AAASPI*223DF 12/08/2006 41st Ave S. 70' 681 66' \ 153.3' \ Existing SFR to remain 1 Plan review approval is Approval of construction to errom and ombpb, the violation of an acoe does not auuwft Of approved Fie p• Or all o a d co is advpyr� Cabe: / L� (f r City of Tukwila BUILDING DIVISION 64' /¢ 62' /0 1 60'* 1 , I I I i I 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 inspection by^ == the Public Works utilities inspector. '_=_ > - - B ate. - - - y. 1\Roof overhang d- `/ F= 1 1 M ' 1 T7 t , / i Proposed underground conduit I 'i 1 \ Proposed �I to electrical 16" Apple tree \ 1 Plan review approval is Approval of construction to errom and ombpb, the violation of an acoe does not auuwft Of approved Fie p• Or all o a d co is advpyr� Cabe: / L� (f r City of Tukwila BUILDING DIVISION 64' /¢ 62' /0 1 60'* 1 , I I I i I 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 inspection by^ == the Public Works utilities inspector. '_=_ > - - B ate. - - - y. 1\Roof overhang d- `/ F= 1 1 M ' 1 T7 t , 50' -� -------- ------ - i Proposed underground conduit I 'i 1 \ Proposed �I to electrical 16" Apple tree \ subpanel 1 1 II O , elev. of finished floor 64' h a_ n_ a s e e e n e e a a a a \Q�a a e m m a e II , --•. -T u ry mtch bo•ki / ♦, —\a•� / I II Drlvm •topo \ II a.cmd II it / o.i•Wg motor IIoW ,� i rot to II 15% II wckot 1 y, II II dry woM.IB'd fthro@W w, dmf om for I M•� I II \ ry / di,d pop dl•dvnryo of avatar born rod dowmpoot•, loo@q dm in and O 1 ImncWmin of dd—y 1 II ry Existing 1 ry I 4' PVC t I dl•chom.pi �; E.m-__ u garage to be n demolished Tmnch dmin ry I II far II I I O ; - - - - ..- ..+.� -- --- r_--- �.,r. �s Existing m elect. Pole —� 68' 66' I �� 64' 158'3 S. 130th Street Site Plan 1300141 st Ave S Scale 3/32 " =20' A 98168 REVISSUM Nes doll be nt+ede to the scope without prior approval of uft wily Building division. NOTE: Revisions will require a new plan submittal and mzy include additional plan review fees. ti 19'11 \ 62' 30' iii`i��•IiIIIIIII111ITI1I- 11111111111., p., IIIIII`II(3IiIIIIIIlilIIIl4''�1 I�I'IIII'Illll5l�I'�ill�'�'1116 Inch 1116 • .. i CO 1 Z® y S.1=187s B6 ..'.46 E6 Z6 LL OL�:r. - °IGS 9 5 w..,y IIIJ. III�IIIIIIIII�IILIIIIII�IILIILL111111IIIIII�IIIIIIIII�LIJJl�► II�IIIIIIIII�IIIII1111�IIIIIII If11l Ind IIIIIIIII�IIIIIIIII llllllll�IIIIIIIIIIIIIIIa it M LO N YiE PERINIT REQUIRED F i...� n I a Plumbing O Gas Piping City of Tukwila SE BUILDING DZMON f OF TOKWUA Min. & R. TyP 1 CITY I` 60' a� AUG 0 3 2006 �Edg I of pavement PERMITCENTER REVIEWED FOR CODE COMPLIANCE AU0 14 2006 A& - _ �L, City f 1Ukwlla BUILDING DIVISION CORRECTION Page 1 LTR# 1?0 (0 , 20 e+ o II N i I i II ' I I II II i I I I J� Scale 1/4 " =1' Foundation Plan �iji i��i. iIi iii i�i�i�;i iii iliiiipp` �i ili �i Tj�i�T �I�iii�i1�Ir i�r i�r`r�_il����rl�r��� ��1��• I ' . :.1I I 121 .. Inch r1'�rt.a,si' a i g_ .'Since 187x' 66 bbr E6' Zb.,i ��I����i����l► ���i����I����i����1��: �i�iu�il�iii�iiiiliiii�ia�1��������► I. ��>> ����i��l���i����l��iii����l����i�i��l���������l�li�� +���l���b����il�i�������1� UUllz1„/11IU WAy&w' —• i ____ 0 N 3'6 24'9 7 LO r 53'3 25' SW 1-04+ 13L bl� bb , 3'3 1 25' , 53'3 Scale 1/4 " =1' Beam A: GL 5 1/8 x 9, 24FV4 on 4x6 ea. end - )- location of HPAHD22 on (2) 2x6 First Floor Inch ' 1/18 1 2 ' ♦1 ESTCO+ + ®.. ter i i dri°�g j' .6^ M17 (: SIna�87�1° 9 6' V 6 E L Z l .' 6 4 t,- O 6 .'j�,, , g,,Y�sr�t g 1 1. 17111 J.iIII � ll 1,11i1iiii11:1�11:lltl i�iiiiliui�iifilii.u�rIII i ii�iiiilii �iin�i i�iiii�ilii�llii�llll�llll�llillllll� +11 11l 1 111.1 l w IKWVA 1 s i o e AUG 0 3 2006 25' ! PERMIT CENTER All SW 2xCDx1 Page 3 I LID � o d. M r r d' 4'7 49'9 31'11 17'10 17'1 114'110 17'10 5068 5068 5068 5068 1- 18 3'9--5'10-1 10' 1 � 22'7 9'7 1 50' Beam A: 4x6 DF #1 or 4x8 HF #2 Beam B 4x6 HF #2 All SW 2xCDx1 this level Scale 1/4 " =1' Second Floor /Roof 5 '6�?� Inch Opt � , _.. t .. ,r,° �,�y k�,f 7 „�•*� tiq'k�' K d �,,.}la ' xe � : 56 b6 EL ZL LL 0L"f:;:a'i5{ "8 �L 5 b 19; REVIEWED FOR AUG 14 2006 City Of Tukwila BUILDING DIVISION O r N O r QT OP TUMMA AUG a 3 2006 PEROT CENTER ' Scale 1/4 1 I F-1 '.... i5 iI� l�L j. il� n i��liij. i4 'Ii` V�I•4 V i lInIl'In L�i£ Ii �IL i II 1 iiI, l. Ili;jiIlZ l� lL lI l� ljlI:' I IlI1I� IIa �� iL II:If jI IZ � rrI X 2• 3 _ Il I0I - IF > 1 �I I 4 I If wII>kIy�LfI;2 I� Ir Ji J I IJ{ G IIAI�If II��i � IIyIj'I�Iz ` , IIr •i�3 ' }r g* I �S 3 x I ar ,lI ` �r t I' R � } x jt.�+��'r J,S . r ` j( �` �{ t �tr t K 1Y .� CS Ff l 'lfw l j9lll.lyct l� .�.lIrf "�h l }I t " i4 I1 Ii I;4 .I, I, Iu North Elevation Ir j I I I�;�, I IiiII. II4 II� III�Ii IiII�`IIE II II.� H: lllZ ll ll.�. lllllIl� lr� l�l���lWli6lO lT 11 . = 1-1 I 1ITIVI111 5 ncn vas K`Vyir Si"CCel721' . f IIIIIIIii iinll �I Cry � u► , AUG 0 3 2006 A PERMT CENTER . COIZDEV E C AUG 14 2006 Icity of Tukwila BUILDING DIVIS lOnl Page 5 ' `iI^ ►� Lc�il!i� ►!► iI ►iililiiij�iii ii►�`"Ii,�il� � i�iiipp _I ►I►T►, lili,�.i.l ►i_i_I: ►�_i. ►.i. ►.�.�.i�l�- iih1�r,, Inch. > 1/16 ..... �I 2I 3 t}rt�. 51 61 Slnce1872i 1.' i1.cc >rt f r ! scut} c�a & ;v ran c to .,t r "31 p6 AtCEIVED AUG 0 3 2006 +'ERM11- CENTER Scale '1/4" 1 East Elevation 12 "na -1/16 -VfTsTcmr V4 1,1-ml- Since ii� iilnli�iiillliii�iiiillnZ�i illi � i i�iiil����l �8�'' 5 REVIEWED FOR CODE COMPLIANCE AUG 14 2006 City Of Tukyvila BUILDING DIVISTON CITYOFTUKWU AUG 0 3 2006 PERMIT CENTER Page 7 1\ 0 is z REVIEWED FOR CODE COMPLIANCE AUG 14 2006 City Of Tukyvila BUILDING DIVISTON CITYOFTUKWU AUG 0 3 2006 PERMIT CENTER Page 7 1\ 0 REVIEWED FOR CODE COMPLIANCE 71, Scale 1 /4" = 1 ' V1/ AUa 2ao6 est Elevation City Of T&Wlla BUILDING DIVISION j-1i]jli-jj i P ii1iii�- Inch 11 �1 x tali 3ry� rr r r 4j1 . tb 5 6 ' .. .. spice 187„' 96' V� E6 Z l_ ?' L6OLak�t+rgaUW`�.L#x�9 ��iiiluii�iiiilini i' iiili` i�. �iiili` i�illiiilii` i�iiiliiii�iiiili�ii�► liiliiii�iiiliiii�i�iilfii��iiiili��i����iil�i�i� `'� "� � � ' i onYOFTUKWILA AUG 0 3 2006 PERMIT CENTER Page 8 t NOTE TO BUILDING DEPARTMENT AND PLANS CHECKER The information contained in these calculations is for the specific use of the plans checker, and plans checker only, in obtaining a building permit. It is not the intention of the engineer of record that this calculation set should become a part of the field drawing copies used for construction. Most of the information contained herein is too technical, and not ! needed by the contractor to erect the structure. All of the pertinent structural information contained in these calculations should have been included in the Architectural and/or Structural contract drawings 11mli 11mi III STRUCTURAL CALCULATIONS Garage and Workshop for I Ian Hamad 13 001 — 41 st Ave. So. Seattle, WA 98168 EVIEWED FOR CODE COMPLIANCE Abp 14 2006• Gty pF'(1ukw11.� RECEIVED BUILDING DIVISION ' , CITVnPT1IKWILA INCOMPLETE Jury 2.y ?006 LTR #_�_ PERMITCENTER 4 'U INDEX SUBJECT PAGE VERTICAL CALCULATIONS AND DETAILS:B LATERAL FORCE SUMMARY :......................... SEISMIC...................:.......... ...........f................... wIIVD........................ n .......... ........................ CONTROLLINGFORCES ...... ............................... LATERAL CALCULATIONS AND DETAILS:_ j STRUCTURAL NOTES ............................. 3 I; 4`, ��i� .I�.I�I1 ►�IL�5 I'i6 J I Inch .1116 ���. ���i����l���������I�����► ���1�► ��i��II�����i��I�l����i�. �l���I► I�iiiiliiiliiii����i�► ��I����i����I����iI���I���������I�I�I� +���1���������1���������1 ,,. w �. �a z �U 12 v . VI P. 4 G �'j WAS,� 0 ft, EXPIRES 11 /2LiO,( 11- Fr A � J 0 a ''c a °c ry h A- ✓ ? 0 W rZ Q .... ._._. _ ... .... .... Q C 0. ti C, NOTE TO BUILDING DEPARTMENT AND PLANS CHECKER The information contained in these calculations is for the specific use of the plans checker, and plans checker only, in obtaining a building permit. It is not the intention of the engineer of record that this calculation set should become a part of the field drawing copies used for construction. Most of the information contained herein is too technical, and not ! needed by the contractor to erect the structure. All of the pertinent structural information contained in these calculations should have been included in the Architectural and/or Structural contract drawings 11mli 11mi III STRUCTURAL CALCULATIONS Garage and Workshop for I Ian Hamad 13 001 — 41 st Ave. So. Seattle, WA 98168 EVIEWED FOR CODE COMPLIANCE Abp 14 2006• Gty pF'(1ukw11.� RECEIVED BUILDING DIVISION ' , CITVnPT1IKWILA INCOMPLETE Jury 2.y ?006 LTR #_�_ PERMITCENTER 4 'U INDEX SUBJECT PAGE VERTICAL CALCULATIONS AND DETAILS:B LATERAL FORCE SUMMARY :......................... SEISMIC...................:.......... ...........f................... wIIVD........................ n .......... ........................ CONTROLLINGFORCES ...... ............................... LATERAL CALCULATIONS AND DETAILS:_ j STRUCTURAL NOTES ............................. 3 I; 4`, ��i� .I�.I�I1 ►�IL�5 I'i6 J I Inch .1116 ���. ���i����l���������I�����► ���1�► ��i��II�����i��I�l����i�. �l���I► I�iiiiliiiliiii����i�► ��I����i����I����iI���I���������I�I�I� +���1���������1���������1 ,,. w �. �a z �U 12 v . VI P. 4 G �'j WAS,� 0 ft, EXPIRES 11 /2LiO,( 11- Fr A � J 0 a ''c 4 . I i( a y, Riverton, Washington, United States Li 41st Ave I � fit•. Rivetto �� rj'=�- �' aTac � :3��!.;.� x�;;• a,. 6 i' :•r I J ;rr.•t; `�1.�h;. :dT r.,t fir;_,.. �:. Q A 1 ' EVIEWED FOR a ;;. DE COMPLIAN E oatb AUO 1 4 2006 M. 0 ml 0.2 0.4 0.6 Copyright a 1we.2002 Microsoft Corp. and/or Its suppliers. All rights reserved. http1 www,mlcrosoft.comistreets O Copyright 2001 by Geographic Data Technology, Inc. All rights reserved. a 2001 Navigation Technologies. All tights raarved. This data Includes Information taken with permission from Canadian authorities O Her Msjaty the Queen In Right of Canada. City kWl is BUILDING DIVISION N y� IIIIIIIIIIII 'II1IIIIIIIII.IIIII2II -- If I`I IIIII3IIIII l Inch 1/18 I I I I � r�+ 1 a a f EST O.SIM Bp" I'l 1 11111 16 .• IIIIIIgII` I II.I, III• 1'1'1111111 1,1:11, IIIIIIIZ I IIIIIIII I �^ a� n O ^� W Fq � a � Q NWO V �w W� w W. C7 N z Z w U yU, r� U •y �� I % lil ZO o 0 I L w A � 0 RECEIVED CITY OFTI IKWILA JUN' '2 U 2006 PERMIT CENTER 1 ■ w a � RECEIVED CITY OFTI IKWILA JUN' '2 U 2006 PERMIT CENTER 1 ■ IIi ail ijl Ijii► 1,111 III iji Inch 11/]116 $ }tICC IEjt� �I I�l,l`II I►I, ICI III III. I►I III III III III. I "I� iir ili .. N= r g7'7fR ��.a+�1�3��r1�`�'i��r'� tA� STP i hii' l riilliiifi' iillliii�ilillli' i�iiiilii` ii�iiiiliiii�iiiil +iii�i►iiliiii�ii►lii►.i� \ 0 T T•T� N I 0 N r �t r v � , ,oi 31'11 17'10 R 6'11 102 14'10 8'11 8'11 I 1 P", 5068 /5068 / P 5068 , ` 5068 / 1 5'1 17'6 4'2 5'5 97 227 I 97 I 17'10 50' Lk 6p AIL vJ� ill I 1 111 1111 I11]111. IlTiil III �I�I�I�I21� Inch 1/18 Slnce,8nt °.' , sss,` �rr� 9I1UIl � 6 E6 6 66 O�f.t . 1111111141111111111 111111111 Z).11.111 1.11.IILIIIILIIIIIIIII III° I113I��- 1II�I�IIII! �4IIIIIII :!.II!�I1�5�rI�iIIIII��11'�6�� j�t�'�`�' IIIi1iiIIIIIIIIIIIIiin Iio !III II'm iiIIIIIIIIIIIIII III IIIIIIfIIIIIIIIIIIIIIIIIIIIII .iI: 7, o N 0 co M O REV EWED FOR CODE OMPLIANCE AUG 14 2006 City Of Tukwila BUILDING DIVISION Q A U w cn �w w� w w. z� Z j h W V� v U C40)1 ila w Q U U ti ti CITY OFTOKWILA RECVED JUN,.2 9 2006 PERMITCENTER CIS 1 � a� V ° -• ?yV �w w� w w. z� Z j h W V� v U C40)1 ila w Q U U ti ti CITY OFTOKWILA RECVED JUN,.2 9 2006 PERMITCENTER 0 r 1 r 5 y63 A4 18���Z 7,-gf�� z2-tL7- +D x x � �31I 25' 6'6 25' I 25' 0 REVIE FOR CODE COMFLIAN( .uu._ �R9�T�A�1wN�•1 AUG 14 2006 I City Of Tukwila BUILDING DIVISIO�j Hr j�II�I:I- I��III�1 IjIiIIIII {I1112 ICI(— `(II�I�III�3 IIII {f {jI� 4, 1�(I1IT-irrl-rrrj rrr 1- 1111-I1I 16 Inch 1/16 I ( I I I '._ . rco 1 1 Slnce�8n,� , cv.rr _.. fuI ml 1i11 al, q h n O Q Q pcy ry , �Lo A w Q- I m VL'^ 0 0®R w Q � V w .�w '1 W� t� w. w cli a � N � W � U � ti � W �U A w Q- I m VL'^ 0 0®R w Q � CITYROFTIIjKWILA JUN,,2 9 2006 PERMITCENTER w w '1 a � CITYROFTIIjKWILA JUN,,2 9 2006 PERMITCENTER I Glue- Nailed Floor Tjl / H90 joist lr,oad • Tables Floor - ( l00%) Performance Plus® Web Material • Simple Span • Parallel TJIO Joist AI wable Uniform Load (plf) Nailed Floor t �>>.� '>�.�1as �• f :16.a� text'. N c a firth o 'M O « ,% k', .L'L' fi tr;r�:x:4 .y,LLicy +2�n:it ;xuia4•y.����1�' %(�iy„6 � .a �;� Q Y r - r V a =.S an ,.COM, Y COM.r.; ' i .COMB j 228 253 I 278 rCONk' IY11r. 368 364 368 368 14,tif' 368 368 302 319 342 364 �15 192 236 1 259 282 298 319 340 340 I 344 I 344 344 �.. 162 221 227 243 i 237 264 279 W 299 319 319 322 1 322 I 322 130 208 183 228 239 248 '228 263 248 282 263 300 282 300 300 303 300 303 303 303 303 106 197 149 216 195 235 246 248 204 266 283 � w 283 286 286 286. y�1 86 186 122 204 161 222 204 235 250 252 222 268 235 268 252 271 268 271 268 27f; 271 71 166 1 101 194 134 211 170 223 209 239 251 255 1 176 255 216 258 258 258 to !MR 62 145 i 89 185 117 201 149 213 185 228 223 243 201 243 ( 245 228 245 243 245 243 55 127 78 176 104 192 1 132 203 1 164 217 198 232 109 232 1 138 234 170 234 204 234 MUM ,Vkl 48 112 69 162 92 184 118 194 146 208 176 221 210 221 184 224 194 224 208 224 �2 43 100 62 144 82 176 105 186 130 199 158 212 188 212 86 215 109 215 135 215 h:25i.e;+ 38 89 55 129 73 169 94 179 117 191 142 204 169 204 198 206 169 206 179 206 q :f2f. 34 79 49 115 66 155 ' 84 172 105 184 128 196 153 196 179 198 69 198 88 198 + 31 71 44 104 59 139 76 165 95 177 116 1 189 138 189 162 191 188 191 191 4 =28 it I 40 93 53 126 69 159 86 171 105 182 125 182 148 184 171 184 56 184 ;::" °-33 159 89 36 85 77 48 44 114 104 62 57 148 134 78 71 "165 95 87 176 170 114 104 176 170 134 123 178 172 156 143 178 172 164 178 172 114 65 148 30 70 40 94 52 123 65 178 79 178 95 164 112 166 131 166 151 166 ' 4 104 I 134 74 37 86 47 112 59 138 73 147 87 159 103 161 120 161 138 161 e 42 1 54 123 33 79 43 103 54 129 67 EM 80 166 95 156 111 156 127 156 h 38 86 50 31 72 40 94 50 119 61 IN 74 124 87 151 102 151 118 151 35 79 45 103 37 87 46 110 57 RM 68 156 81` 147 94 147 109. 147. 32 72 42 34 80 43 101 52 121. 63 90 75 105 87 143. 101,...143 35.t-' 1 31 74 39 94 48 114 58 W11*354 69 147 81 139 93 139' 9 • 36. 37:'' ( I 35 33 36 87 45 107 54 65 60 64 77 71 75 135 87 135 143 139 =r 38, 39'. I 34 81 42 99 50 107 99 60 70 1?�fi 81 132 89 83 135 132 9; 40 31 75 39 93 47 40 55 4804' 65 57 75 129 i •, '4 77 129 '40„'^c 41.,- 42 ' 29 70 36 86 44 70 52 86 80 61 89� 70 t 108sy 1 'Ii— s 72 67 :. 34 80 41 94 48 57 66 50 ` 31 75 38 90 45 53 75 61:. 90 47 55 63 44 45 29 70 36 33 85 80 42 40 50 31 58 37 35 +�3 +k 44 93;. •89,,,� 51 48 0} ' '7 S9 55 1 1 µP;44'•: =' 31 75 37 47 44 54 51 ;.ne �>>.� '>�.�1as ";c&.' +��� ,�6�°•�+'�r" :16.a� text'. N c a firth o 'M O « ,% k', .L'L' fi tr;r�:x:4 .y,LLicy +2�n:it ;xuia4•y.����1�' %(�iy„6 � .a �;� Q Y r - r V a =.S an ,.COM, Y COM.r.; ' i .COMB �`s:i X302 'COM' 5;�..i ..a i M! rCONk' IY11r. 368 368 14,tif' 240 253 278 319 342 364 364 368 �15 202 236 1 259 282 298 319 340 340 I 344 I 344 344 +i;16• ::? 171 221 i 237 243 264 W 279 299 319 319 I 322 I 322 322 137 208 192 '228 248 z� 263 282 300 U U 300 303 303 303 112 197 156 216 204 235 248 � w 266 283 283 286 286 286 U 186 128 204 168 222 212 235 252 268 268 271 1 271 271 w.20 76 166 107 194 140 211 1 176 223 216 239 255 255 258 258 258 5 ' 93 185 123 201 156 213 191 228 230 243 243 245 245 245 j 22 58 127: 82 176 109 192 1 138 203 170 217 204 232 232 234 1 234 234 t 23,,:. 51 112 73 162 96 184 123 194 151 208 182 221 216 221 224 224 224 23i 24':•' 46 100 65 144 86 176 109 186 135 199 163 212 194 212 215 j 215 215 25. 41 89 58 129 77 169 98 179 1 121 191 147 204 174 204 204 206 206 206rr25 �. =: 26 36 79 52 115 69 155 88 172" 109 184 132 196 158 196 184 198 ! ' 198 198 '26::: .r 27,' 33 71 I i i~ 277,,, 42 93 56 126 1 72 159 89 171 109 182 130 182 152 184 176 184 184 3; "'k 29. 38 85 51 114 65 148 1 81 _165 99 176 1 118 176 138 178 160 178 178 •:., . 30 . 35 77 46 104 59 134 74 7 '• 90 170 1 108 170 127 172 147 172 168 172 ' 31 ': 31 70 42 94 54 123 68 82 KM 98 164 116 166 134 166 154 166 W .32• 38 86 50 112 62 138 75 90 159 ' 106 161 124 161 142 161 %F �•+ 33' :.' 35 79 45 103 57 129 69 83 rf52 98 156 114 156 131 156 32 72 42 94 52 119 64 76 44 90 151 105 151 121 151 35.t-' 1 38 87 48 110 59 71 W11*354 83 147 97 147 111 147 9 • 36. 37:'' ( I 35 33 80 74 44 41 101 94 54 50 121 114 65 60 28; 21I „ 77 71 a-1 r 90 83 143 139 103 96 143 139 =r 38, 39'. I 1 1 1 38 35 87 81 47 43 107 99 56w1,•15_j 5209 66 62ii�fi 1?�fi 77 72 135 89 83 135 132 9; 40 ! ! 33 75 40 93 4804' 57 ir1T3 67 77 129 '40„'^c 41.,- 42 ' 31 70 37 35 86 80 45 .j 42 89� 53 t 108sy 1 'Ii— 62 S8 72 67 :. 94 50 ` 33 75 39 90 47 55 63 44 45 i t ! 1 31 70 I 37 35 85 44 93;. •89,,,� 51 48 0} ' '7 S9 55 1 1 µP;44'•: =' 80 41 s.'.;:45,.' '}`:100' 46 i I 32 75 38 85' " 45 .� 92 • 52 •'.46' .' See notes on page 7.7. yr lil���2�.; �i�i���iia���I���i�i��4' LT�i�LI�I���I�I5 n , 1, s I�li�l�ll� >>1��61 _vAff COW SIM18p,� _.. I5IIUl, . I• I I�IIIbIIL I III�IIIEIIL I III�IIIZIIL I III LIL :OL ` sit. ij s 9 +.. � . 5 4 UJIII[ 1Ildi, ii . .. ' E Z L WOI Iidiilll11, hhllllll( I�IIIIIIIII�IIIIIIIU�IIIIIIIIf�Illllllil�lllllllll�lll (I. REVIEWED FOR CODE COMPLIANCE AUG 1 4 2006 City. Of Tukwila BUILDING DIVISI01 E� A U W� CQ CG vOi C-0) I U U O M CITY nFTIUKWjLA JUN .2 9 2006 PERMITCENTER t N c a o 'M O vj q ry Q Y C) O V a Hwo v �z A r�A W W � W z� U U � w U yr lil���2�.; �i�i���iia���I���i�i��4' LT�i�LI�I���I�I5 n , 1, s I�li�l�ll� >>1��61 _vAff COW SIM18p,� _.. I5IIUl, . I• I I�IIIbIIL I III�IIIEIIL I III�IIIZIIL I III LIL :OL ` sit. ij s 9 +.. � . 5 4 UJIII[ 1Ildi, ii . .. ' E Z L WOI Iidiilll11, hhllllll( I�IIIIIIIII�IIIIIIIU�IIIIIIIIf�Illllllil�lllllllll�lll (I. REVIEWED FOR CODE COMPLIANCE AUG 1 4 2006 City. Of Tukwila BUILDING DIVISI01 E� A U W� CQ CG vOi C-0) I U U O M CITY nFTIUKWjLA JUN .2 9 2006 PERMITCENTER .. III -III- III III III IIi I :I�I IL__I III` �I( III'fIII (I� IiIj111 iTl,�1II �� -I. t�L`I :1-111 L1 l�I- l►l.i�_i ° .. inch 1/16 t.... S T/�orr . `W LV 1 �� 1 njtY SInCO 18 5L bl E6: ZI6;' GL 06 ,�. ,' 1111. Ill�llllllill�IIIIIIIII�IIIIJILII�Illlll�la�li�lllllllll�lalllJ�l l�l�hllllllll�ll( IIIIIT�IIIIIILII�IIIIIIIII�IIIIIIIII�IIIIIIIII�fllllllll llllllllll�Illll � I 1 HP 11 Joist Table - .Maximus Spans F � U C l En Roof Load a Floor Load Live . • (lion- Repetitive) 25 25 40 40 50 50 60 60 100 Dead 12 20 10 22 10 22 10 22 10 2 X 6 50. 60 60 100. Dead 12 20 ib 22 @ 8 15 -6 14 -6 12 -0 11 -10 11 -1 11 -1 10 -6. 10 -6 8 -10 @ 12 13 -6 12 -8 10 -6 10 -4 9 -9 9 -9.. 9 =1 -9 -1. 7 -6 @ 16 12 -4 11 -6 9 -6 9 -4 8 -10 8 -7 8 =4 7 =6 .' 5 -8 @ 19.21 11 -7 10 -8 9 -0" 8 -4 8 -4 7 -1 7 -4 6 -3 4 -8 @ 24 10 -6 9 -6 8 -3 6 -8 6 -10 5 -9 5 -10 5 -0 3 -9 2 X 8 1 8 -1 8 -4 7 -7 7 -8. 7 -1' 5 -11 @ 24 @ 8 20 -5 19 -1 15 -10 15 -8 14 -8 14 -8 13 -10 13 -10 11 -8 @ 12. 17 -10 16 -9 13 -10 13 -7 12 -10 12 -8 12 -0 11 -10 9 -10 @ 16 16 -3 14 -10 12 -6 11 -9 11 -8 10 -11 11 -0 9 -11 7 -5 @ 19.2 14 -11 13 -6 11 -10 10 -9 10 -11 9 -5 9 -9 8 -3 6 -1 @ 24 13 -4 12 -1 10 -9 8 -9 9 -1 7 -6 7 -9 6 -8 4 -11 2 X 10 11 -6 10 -4 10 -6 9 -7 9 -9 9 -0 7 -9 @ 24 @ 8 26 -1 24 -5 20 -2 19 -11 18 -9 18 -9 17 -8 17 -8 14 -10 @ 12 22 -9 20 -11 17 -8 16 -8 16 -4 15 -5 15 -4 14 -5 12 -6 @ 16 20 -0 18 -1 16 -0 14 -5 14 -8 13 -4 13 -6 12 -6 9 -6 @ 19.2 18 -3 16 -6 14 -8 13 -1 13 -4 12 -0 12 -4 10 -6 7 -10 @ 24 16 -4 14 -10 13 -1 11 -2 11 -6 9 -8 9 -11 8 -6 6 -4 2 X 12 14 -1 12 -7 12 -10 11 -9 11 -10 11 -0 9 -6 @ 24 @ 8 31 -9 29 -9 24 -6 23 -8 22 -9 21 -11 21 -5 20 -6 17 -9 @ 12 26 -9 24 -3 21 -5 19 -3 19 -7 17 -11 18 -1 16 -9 14 -6 @ 16 23 -2 21 -0 18 -7 16 -9 17 -0 15 -6 15 -9 14 -6 11 -6 @ 19.2 21 -2 19 -2 17 -0 15 -3 15 -6 14 -1 14 -4 12 -10 9 -7 @ 24 18 -11 17 -2 15 -2 13 -7 13 710 11 -8 12 -1 10 -3 7 -8 2 X 14 16 -3 14 -8 14 -10 13 -7 .•13 13 -9 12 -9 11 -0' @ 24 @ 8 36 -8 33 -3 28 -11 26 -4 26 -10 24 -6 24 -10 22 -11 19 -10 @ 12 29 -11 27 -11 24 -0 21 -6 21 -11 20 -0 20 -3 18 -9 16 -2 @ 16 25 -11 23 -6 20 -9 18 -8 19 -0 17 -4 17 -6 16 -3 13 -6 @ 19.2 23 -8 21 -5 19 -0 17 -0 17 -4 15 -10 16 -0 14 -10 11 -3 @ 24 21 -1 19 -2 17 -0 15 -3 15 -6 13 -10 14 -2 12 -1 9 -0 Note: Values shown are for repetitive stress conditions, loaded on the 15 -2 major axis of the member. 12 -3 @ 24 20 -2 18 -5 6 -35 F � U C l En c a . • (lion- Repetitive) DF 02 3 , Dist Table - Maximum Spans "(Sending) Douglas -Fir Larch Hem-Fir Roof Load Allowable Stress Grades Floor Load 03 Live 25 25 40 40 50: .'. 50. 60 60 100. Dead 12 20 ib 22 10 22 10 ". 22 10 2 X 6 Ben -Fir 4 X 6 1495 113.00 1137 1365 1235 1105 $ B 11 12 4 X 8 1495 1300 1137 1365 @. 8 15 -10 14 -10 12F, 3.. 12 -1 11 -4 11 -4 10 -8" 10 -8 9 -0' @ 12 %'.13 -10 13 -0 10 8 10 -4 9 -10 9 -7 9 -4 9 -0 7 -9 @ 16 12 -5 11 -3 9 9 8 -11 9 -0" 8 -3 8 -5, 7 -9. 6 -8 @ 19.2 11 -4 '10 10 -3 9. 1 8 -1 8 -4 7 -7 7 -8. 7 -1' 5 -11 @ 24 -1" 9 -2 8 -1 .7 -4 7 -5 6 -9 6 -10 6 -4" 4 -9' 2 X 8 . sS #1 #2 SS #1 -1�• I ukwil 6 X 6 & . 1500 1200 750 120 0 ' 975 @ 8 20 -10 19 -7 16 -1 16 -0 15 -0 14 -10 14 -1 13 -11 11 -11 @ 12 18 -1 16 -5 14 -1 13 -1 13 -1 12 -1 12 -3 11 -4 9 -10 @ 16 15 -9 14 -3 12 71 11 -4 11 -6 10 -6 10 -7 9 -10 8 -6 @ 19.2 14 -4 13 -0 11 -6 10 -4 10 -6 9 -7 9 -9 9 -0 7 -9 @ 24 12 710 11 -7 10 -3 9 -3 9 -4 8 -7 8 -8 8 -0 6 -3 2 X 10 @ 8 26 -7 24 -7 20 -7 19 -6 19 -1 18 -1 18 -0 17 -0 14 -8 @ 12 22 -2 20 -1 17 -9 16 -0 16 -3 14 -10 15 -0 13 -10 "12 -0 @ 16 19 -2 17 -5 15 =4 13 -10 14 -1 12 -10 13 -0 12 -0 10 -4 @ 19.2 17 -6 15 -10 14 -1 12 -7 12 -10 11 -9 11 -10 11 -0 9 -6 @ 24 15 -8 14 -2 12 -7 11 -3 11 -6 10 -6 10 -7 9 -10 8 -0 2 X 12 @ 8 31 -6 28 -6 25 -1 22 -8 23 -0 21 -0 21 -4 19 -9 17 -0 @ 12 25 -8 23 -4 20 -7 18 -6 18 -10 17 -2 17 -5 16 -1 13 -11 @ 16 22 -3 20 -2 17 -10 16 -0 16 -3 14 -10 15 -1 -11 12 -0 @ 19.2 20 -4 18 -5 16 -3 14 -8 14 -10 13 -7 .•13 13 -9 12 -9 11 -0' @ 24 18 -2 16 -6 14 -'7 13 -1 13 -3 12 -1 12 -4 11 -4 9 -8 2 X 14 @ 8 35 -2 31 -10 28 -2 25 -4 25 -9 23 -6 23 -10 20 -0 19 -0 @ 12 28 -8 26 -0 23 -0 20 -8 21 -0 19 -2, 19 -6 18 -0 15 -6 @'16 24 -10 22 -6 20 -0 17 -11 18 -2 16 -7 16 -10 15 -7 13 -5 @ 19.2 22 -8 20 -7 18 -2 16 -4 16 -7 15 -2 15 -4 14 -3 12 -3 @ 24 20 -2 18 -5 6 -35 14 -7 14 -10 13 -7• 13 -9 12 -9 11 -0 Note: Values shown are for repetitive stress conditions, loaded on the major axis of the member. F � U C l En c 4X Members; !#I i Better, #1, i #2t Hem -Fir i DFL . • (lion- Repetitive) "(Sending) Douglas -Fir Larch Hem-Fir Allowable Stress Grades 03 O 1z f H 11 iZ " 11 AJ1 11 1z 27. Members; 11 i Better, 01,•i 02t Heat -Fir i DFL x .2 C (Repetitive Stress Values) 4 X 4 1725 1500 1312 1575 1425 1275 Douglas -Fir Larch Ben -Fir 4 X 6 1495 113.00 1137 1365 1235 1105 $ B 11 12 4 X 8 1495 1300 1137 1365 '1235 1105 2 X 4 1984 1725 1509 1811 1639 1466 4 X 10 1380 j1200 1050 1260 1140 ED FO 1F5n 2 X 6 1719 ' 1495 1308 " 1570 1420 ' 1271 4 X 12. 1265 ;1100 962• 1155 1045 MPLIAP 2 X 8 1587. 1380 1208 1449 1311- 1173 4, X 14 1150 1000 875. 1050 950 h� /� 2 X 10 1455. 1265 1107 1328 1202 1075 6 X _ Members; Select Structural, #1,'i 02= DFL i Hem, 2006 (lloa- Repetitive) 2 X 12 1322 1150 1006 1207: 1093 978' Douglas -Fir Larch Hem -Fir 2 X 14 1190 1035 906 108 983 880 sS #1 #2 SS #1 -1�• I ukwil 6 X 6 & . 1500 1200 750 120 0 ' 975 5 �TUT- 6 X 8 6 X 10 & 1640 1350 875 1300 1050 675 Larger IIIII,I�I'IIIIIIII IIIjI�.IIIIIiI pj'i � I,II jI T1finch 1/16 /�. �/Vl l�� Since187s1. ' � "�� A i �. f�•Pf �t 1 �s�3a�it r k� wL,A,fj�J� i qIl, b E L' Z L L 0 Gi r`r� g g spa iCta 9: 4" 4 E .. Wo 1z, IIII�IIIIILIIII�illll F � U C l En z z W ? v: W Zt ti W j< z z U U i •C CITY OFTIUKwu JUN 2 9 2nn5 PERMITCENTER E-' C3 � U U O m 0. Z) c 1 1 o 1 'n 03 O x .2 C z z W ? v: W Zt ti W j< z z U U i •C CITY OFTIUKwu JUN 2 9 2nn5 PERMITCENTER E-' C3 � U U O m 0. Z) J 8 -572 Refe)rnrr :n%rmalron 8.2 SECTION PROPERTIES TABLE 8.1 Section Properties of Standard Dressed (S4S) Sawn Lumber Its { 3 x 4 2.112 x 3.1;7. 8.750 5 104 8 932 3.646 4,557 1.519 1.823 2.127 2.431 2.734 3Cl/ t 3 x 5 2.12 x 4.1'2 11 25 8.438 /8 9e 4.688 5.859 1.953 2.344 2.734 .3.125 3.516 .1 ;1:4 I 3 x 6 2.1!2 x 5.1 2 13 75 12.60 34 66 5.729 7.161 2.387 2.865 3.342 3,819 4,297 4 "4 3 x a 2.112 x 7 1.4 18.13 21 90 79.39 7.552 9.440 3.147 3.776 4 405 5.035 5.664 6'1) 3 r 11: ( 2.1!2 x 9.1 •1 23.13 35.05 164.9 9635 12.04 4.015 4.818 5.621 6.424 7.227 Itnr 3 x 12 2.1:2 x 1:•1.4 28.13 52.73 296.6 11.72 14 65 4.883 5.859 6.836 7.813 8.789 9 34 3 z 14 2.12 z 13 1.4 33.13 73.15 484.6 13.80 17.25 5.751 6.901 8.051 9.201 10.35 1' SG 3 x 16 2.12 x 15.1:4 38.13 96.90 738.9 15.89 19.86 6.619 7.943 9.266 10.59 11.91 13 74 4 x 4 3.12 x 3.12 12.25 7.146 12.51 7.146 12.51 2.127 2.552 2.977 3.403 3.828 4 211 4 x 5 3.1/2 x 4.1.12 15.75 11.81 26 58 9.188 16.08 2.734 3.281 3.828 4,375 4.922 540.4 4 x 6 3.1/2 x 5.12 19.25 17.65 48.53 11.23 19.65 3.342 4,010 4.679 5.347 6.016 6644 4 x 8 • 3.12 x 7.1:4 25.38 30.66 111,1 14.80 25.90 4,405 5.286 6.168 7.049 7.930 bill 4 x 10 3.1:2 x 9.1.4 32.38 49.91 230.8 18.89 33.05 5.621 6.745 7.869 8.993 10.12 11:1 4 x 12, 3.12 x 11.1;4 39.38 73.83 415.3 22.97 40.20 6.836 8.203 9.570 10.94 12.30 134' 4 x 14 3.112 x 13.114 46.38 102.4 6785 27.05 - 47.34 8.051 9.661 11.27 12.88 14,49 1610 4 x 16 3.12 x 15.114 53.38 135.7 1034 31.14 54.49 9.266 11.12 12.97 14,83 .16.68 Ill S3 5 x 5 4.12 x 4.12 20.25 15.19 34.17 15.19 34,17 3.516 4.219 4.922 5.625 6.328 0)1 6 x 6 5.1/2 x 5.1:2 30.25 27.73 76.26 27,73 76.26 5.252 6.302 7.352 8.403 9.453 10 SC 6 x 8 5.112 x 7.1.2 41.25 51 56 193.4 37.81 104.0 7.161 8.594 10.03 11,46 12.89 141: 6 x 10 5.12 x 9.1/2 52.25 82.73 393.0 47.90 131.7 9.071 10.89 12.70 14.51 16.33 if 11 6 x 12 5.12 x 11.12 63.25 121.2 697.1 57.98 159.4 10.98 13.18 15,37 17.57 19.77 71 K 6 x 14 5.12 x 13.1'2 74,25 167.1 1128 68.06 187,2 12.89 15.47 18.05 20.63 23.20 3-1 6 x 16 5-1/2 x 15.12 85.25 220.2 1707 78.15 214.9 1480 17.76 20.72 23.68 26.64 M, to 6 x 18 5.1/2 x 17.1!2 96.25 280.7 2456 88.23 242.6 16.71 20.05 23.39 26.7'4 30.08 1) a., 6 x 20 5.1/2 x 19.12 107.3 346.6 3398, 98.31 270.4 18.62 22.34 26.07 29.79 33.52 )1 N 6 x 22 5.1/2 x 21.1.2 118.3 423.7 4555 108;4 298.1 20.53 24,64 28.74 32.85 36.95 4' % 6 x 24 5.1,`2 x 23.1.2 129.3 506.2 5948. 118.5 325.8. 22.44 26.93 31.41 1 35.90 4039 44 M 8X 6 7.112 x 7.12 56.25 70.31 263.7 70.31 263.7 9.766 11,72 13.67 15.63 17.58 11 1L) 8 x 10 7.12 x 9.1/2 71.25 112.8 535.9 89.06 334.0 12.37 14,84 17.32 19.79 22.27 74 '1 8 x 12 7-1/2 x 11.1.2 86.25 165.3 950.5 107.8. 404.3 14 97 17.97 20.96 23.96 26.95 A M 8 x 14 7.1,2 x 13.1/2 101.3 227.8 1538 126.6 474.6 17.58 21.09 24,61 28.13 31.64 3514 8 x 16 7.12 x 15.1 2 116.3 300.3 2327 145.3 544,9 20.18 24,22 28,26 32.29 36.33 4•: )11 8 x 18 7.112 x 17.1!2 131.3 382.8 3350 164.1 615.2 22.79 27.34 31.90 36.46 41,02 451' t 8 x 20 7-1/2 x 19.12 146.3 475.3 4634 182.8 685.5 25.39 30.47 35.55 40.63 45.70 M 111 8 x 22 7.12 x 21.112 161.3 5778 6211 201,6 755.9 27.99 33.59 39.19 44,79 50 39 Sit* 8 x 24 7.1.2 x 23.1/2 176.3 690.3 8111 220.3 826.2 30.60 36.72 42.84 .48.96 55.08 91 )~ 10 x 10 9.1/2 x . 9.1.2 90.25 142.9 678.8 142.9. 678 8 15.67 18.80 21.94 25.07 28.20^ 3' u lox 12 9.12 x 11.1/2 109.3 209.4 1204 173.0 821.7 18.97 22.76 26.55 30.35 34.14 )' q lox 14 9.1,2 x 13.12 128.3 288.6 1948 203.1 964.5 22.27 26.72 31.17 35.63 4008 44 t1 10 x 16 9.12 x 15.1.2 147.3 380.4 2948 233.1 1107 25.56 30.68 35.79 40.90 46.02 51 01 lox 18 9.1/2 x 17.1/! 166.3 484.9 4243 263.2 1250 28.86 34.64 40.41 46.18 it 95 Sl 7 10 x 22 9.1 2 x 19. 1.1.2 I 204.3 731.9 5870 868 323.4 1679 38.76 46.55 54 26 62 04 697, .83 •'l` W 10 x 24 9.12 x 23• „2 223.3 874.4 10270 353.5 k U •r-1 a` H N T WNV W WM e0N NWOfhN NNW W OtD.'- tAa W �OfmaD W W m N W O V OG 'p ^ V ^V) W aGCCV NUf O; Ctr'1 O N M W�Ir1 cn MNN O M 70 N O M V 2012 W^ W N V N W W h CO Ot W h W OI .- W O1 .- .- ^ .- .- ^ ^ - A = MNOM Wr.tn tnrnMhoa Whtn^ W oWtntn WoN trim W O D f'r W h W O N O M OD N ^ O t• V ": t`t7 Cr _ 2 W W W t•; V n f V W m to 000CV Oh 7 W1nMCV OO; t2 V 70 u, N 2a a ^ h c-0 ,p < V N to h h CO N W h CO CA O/ h CO M^ CA CL _ V 2 om W h MMMMM M V to W h N N0UfN WWM V M V to p d ^ t2 to N 100 W ^te ^ W hC ?q Ln Orl � Ifl !2 r, CO M C �•. 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Q O c.. t 0 o Q Aar t3 ¢ °] a h � 1 O zU M� w W � w s10, I� U r CITYOf RECEIVED JUN 2 U 2006 PERMITCENTER Q A � b b a 1 C4 X•X AXIS Y Y•Y AXIS Standard A Area M Moment M Moment Nominal D Dressed o of S Section o of S Section o of A Approximate weight in pounds per linear loot ([bill Size S Size (S4S) S Section M Modulus I Inertia M Modulus I Inertia o of piece when density of wood equals' b x d b b x d A A S Sr, I I„ S Sr, I Ir1. inches x inches i in) i in3 i in' 0 0 i in' 2 25 Ib'h3 3 30 Ib'I13 3 35 lb'f13 4 40 WO 4 45 Ib'01 5 57 0•' 1 x 3 3 314 x 2.1'2 1 1.875 0 0.781 0 0.977 0 0.234 0 0.088 0 0.326 0 0.391 0 0.456 0 0.521 0 0.586 0 0 A 1 x 4 1 1*4 x 3.1/2 2 2.625 1 1.531 2 2.680 0 0.328 0 0123 0 0.456 0 0.547 0 0.638 0 0.729 0 0.820 0 001 1 x 6 3 3/4 z 5.112 4 4.125 3 3.781 1 1040 0 0.516 0 0.193 0 0.716 0 0.859 1 1 003 1 1,146 1 1.289 1 141. 1 x B 3 3r4 z 7.1'4 5 5.438 6 6.570 2 2382 0 0 680 0 0.255 0 0.944 1 1.133 1 1.322 1 1.510 1 1.699 1 1 xM 1 z 10 3 314 x 9.1.4 6 6.938 1 1070 4 494-1 0 0 867 0 0.325 1 1.204 1 1.445 1 1 686 1 1.927 2 2.168 7 7 4-1 1 x 12 3 314 x 11.1.4 8 8.438 1 15.82 8 88.99• 1 1.055 0 0396 1 1 465 1 1,758 2 2051 2 2344 2 2.637 2 29Y 2 z 3 1 1.112 x 2.1:2 3 3 750 1 1.563 1 1.953 0 0.938 0 0.703 0 0 651 0 0.781 0 0.911 1 1.042 1 1.172 1 1 1V 2 x 4 1 1.1;2 x 3.1 '2 5 5.250 3 3 063 5 5 359 1 1.313 0 0 984 0 0.911 1 1.094 , 1 1.276 1 1.458 1 1.641 1 1 8:1 2 x 5 1 1.1x2 x 4.112 6 6.750 5 5 063 1 11 39 1 1.688 1 1.266 1 1.172 1 1.406 1 1.641 1 1.875 2 2.109 7 7144 2 x 6 1 1.1'2 x 5.1'2 8 8.250 7 7.563 2 20.80 2 2.063 1 1.547 1 1.432 1 1,719' 2 2.005 2 2.292 2 2.578 7 7MS 2 x 8 1 1.112 x 7.1'4 1 10.88 1 13.14 4 47.63 2 2.719 2 2039 1 1.888 2 2.266 2 2 643 3 3.021 3 3.398 3 3 • "4 i 2 x 10 1 1.1/2 x 9.1.4 1 13.88 2 21.39 9 98.93 3 3.469 2 2.602 2 2.409 2 2 891 3 3.372 1 1854 4 4,336 4 4 e') 2 x 12 1 1.1'2 x 11.1.4 1 16.86 3 31 64 1 178.0 4 4.219 3 3.164 2 2 930 3 3.516 4 4.102 4 4.688 5 5.273 5 5014 14 1 2 1.12 x 13.114 1 1 19.88 4 43.89 2 290.8 4 4.969 3 3.727 1 1 3.451 4 4.141 4 4.631 5 5.521 6 6.211 6 6V1 I k U •r-1 a` H N T WNV W WM e0N NWOfhN NNW W OtD.'- tAa W �OfmaD W W m N W O V OG 'p ^ V ^V) W aGCCV NUf O; Ctr'1 O N M W�Ir1 cn MNN O M 70 N O M V 2012 W^ W N V N W W h CO Ot W h W OI .- W O1 .- .- ^ .- .- ^ ^ - A = MNOM Wr.tn tnrnMhoa Whtn^ W oWtntn WoN trim W O D f'r W h W O N O M OD N ^ O t• V ": t`t7 Cr _ 2 W W W t•; V n f V W m to 000CV Oh 7 W1nMCV OO; t2 V 70 u, N 2a a ^ h c-0 ,p < V N to h h CO N W h CO CA O/ h CO M^ CA CL _ V 2 om W h MMMMM M V to W h N N0UfN WWM V M V to p d ^ t2 to N 100 W ^te ^ W hC ?q Ln Orl � Ifl !2 r, CO M C �•. 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U.Ij I�I' Illlll llllfl�lllllllll�lllllllll�lllllllll�lllllllll�lllllllll llllllllll�III.II r �1 • ,j Vy Latitude/Longitude Position Finder Page 1 of 1 i Latitude/Longitude Position Finder Use this resource to identify the latitude and longitude position of any point within the United States. Simply touch the map below to zoom in on the area you select, until you find the precise location. There are 9 zoom levels in all. You may zoom out if the position is not on the visible portion of the map. ( +47.4875469- 122.282983) Zoom 9 of 9 ! You have reached the maximum zoom level. The red dot shows the current'position you have selected You may touch the map to reposition this point. zoom out r recenter r mark Latitude/Longitude Position Finder /Ju 1 Intimation Sen,ice I its q, org I I I II1 I ( 11I 1 , ii3I` 1I� 1111 TITIT11-1-1 I -I11 ) Inch 2 �. S1=1872" 9IIl• b6 EL ZIl.f .66. .b. IIU. III�IIIIIIIII�IIIIIIIII�III11. I1111iuiliiiiln1111i1111. LLl�lll�lllllllll�lllllllil�lllllllll�lllllllll�lllllllll�llllllill�Nlllllll�lllllllll�lllll CODE COMPLIANCE E �. A ranry nlicp) AUG 1.4 2006 City 0f Tukwlla BUILDING DIVIS101v A U U �w Wz w v w. CIO W U � W U� U CITY OFTIUKWILA JUN '.2 9 ?W6 PERMITCENTERt a � U U W w a 1 co ,. Lo N h Uj a N Q w z O Nov N , �wo a U �w Wz w v w. CIO W U � W U� U CITY OFTIUKWILA JUN '.2 9 ?W6 PERMITCENTERt a � U U W w a 1 co ,. <span class= "bodytext "><span class= "style411> 1997 Maximum Considered Earthquake G... Page 1 of 2 1997 Maximum Considered Earthquake Ground Motion for the Conterminous 48 States Welcome to the USGS Maximum Considered Earthquake (MCE) ground motion calculation page. Here you will be able to enter a latitude - longitude coordinate pair and interpolated ground motion values expressed as a percent of the acceleration of gravity, % ,will be returned to you. The ground motion values returned will be 0.2 second period spectral acceleration,), and 1.0 second period LS.1)(5% damping). The values of SS and S I are used in the design procedures of the NEHRP Seismic Design Provisions and a number of building codes identified in the following paragraphs. These ground motion values are calculated for'firm rock' sites which correspond to a shear -wave velocity of 760 m/sec in the top 30m. Different soil sites may amplify or de- amplify these values. The values calculated are used by: 1997 MCE ground motion 1997 NEHRP Mans 1997 NEHRP Seismic Design Provisions 1997 NEHRP man 2000 NEHRP Seismic Design Provisions 2000 NEHRP mans 2000 International Building Code 2000 IBC mans 2003 International Building Code 2003 IBC m ,ans 1998 ASCE7 Standard 1998 ASCE7 mks 2002 ASCE7 Standard 2002 ASCE7 maps 2003 NFPA 5000 2003 NFPA maps Ground motion values for the 48 states have been calculated for a grid spacing of 0.1 degree, except for California, Nevada, and western Utah where a spacing of 0.01 degree was used. Interpolated ' values are typically calculated using the four surrounding grid points. The differences between the MCE ground motions and probabilistic ground motions are described in the paper. Leyendecker, E. V., Hunt, R. J., Frankel, A. D., and Rukstales, K. S., 2000, "Development of Maximum Considered Earthquake Ground Motion Maps ", Spectra, Earthquake Entineering Research Institude, Oakland, CA. To find the ground motion values enter a latitude and longitude in each of the pairs of blank boxes in the following table (No alpha characters). Use the TAB key to move to the next table element. You may request from 1 to 6 coordinate points. 1. Enter a latitude in the left -hand blank box in decimal degrees, range is 24.6 degrees to 50.0 degrees http://eqdesign.cr.usgs.gov/htini/design-lookup-D6.htmi 6/_6/2006 <span class= "bodytext "><span class= 1tityle4 "> 1997 Maximum Considered Earthquake G... Page 2 of 2 h 2. Enter a negative longitude in tfje right -hand blank box in decimal degrees, range is -125.0 degrees to -65.0 degrees 3. Sele6t the submit button and th� ground motion values for the sites you have selected will be printed on a new page. I Sufficient significant figures should be used to adequately locate the site of interest. For guidance, 0.1 degree latitude is about 11 km. Longitude varies, but for the 48 states, 0.1 degree is on the order of 9 km. 'V 8u rh Clii Y Maximum Considered Earthquake Ground Motion for 48 states i LOCATION +97.987596 Lat. - 122.282983 Long. The interpolated Probabilistic ?ground motion.valu ys g, Maximum considered: Earthquake Ground Motion .2 sec SA 139.59 ois-sll " " /��� .- sec SA- - - - - 98_29 - - - - - - - - - l � 2 2 _ Analysis Options page Design Values page y� l I r-1 I ill i�I I ta i ji 2 3I . 6 1 fnch v1s ^ J1CV11� _. Since i87J,° . &i'p� i h islYy i r 5 t' (• -E t• Z (] 1z, I' l�iu 'I FiRSTGOV r..mtanww�s.w..rr.N C06 COMPL-TA CE AUG 14 2006'. equesTukwila BUILDING DIVISION A U A 1 %o a o ^� A3� L7 �L4V N V O zU �i W W ~ �l C7 W. N z W U j U. U 4. � W Va U, U u F A X O z m O ti p V H H W W O w ar=ip CITYR0FTI[jEKWjLq JUN 2 9 06 PERMITCENTEFR C Seismic Input: _ I IBC Code ref. / Table Building Category (Typically II) � �_ T Tab'.' 1604.5 Importance Factor (Typically 1.0) 1 1,0 T Tab. 1604.5 Seismic Use Group (Typically I) 1 1 1 1616.2 Site Class ( "D" is default) D D T Tab. 1615. 1.1 Basic Seismic Force Resisting System T Tab 1617.6.2 (pg. 334) Response Modification Factor "R" T Tab 1617.6.2 CALCULATIONS: Latitude w www;juggliug.or&in/un.cgi/map -find Mapped Spectral Response Acceleration: w —(22L- —2Z--2--W L Latitude / Longitude Position Finder Ss (0.2 sec, 50 year) � ��3� L " www.google.com S 1 (1 sec, 50 year) • • q$L H Hazard Mapping Project" Site Coefficient "Fa" I I ( (By Lat / Long 1996) S Site Coefficient " Z T Tab 1615.1.2(2) (p, 323) Spectral Response Sm 1 = Fv * S 1 1,3g6 1 1615.1.2 5% Damped Spectral Respons Sds (2 /3)Sms , ,0) 1 1615.1.3 5% Damped Spectral Respon Shc (2/3) Sml , ,q�,8 1 1615.1.3 Seismic Design Category (SDC) T Tab 1613.3(1) and (2) Seismic- Response Coefficient Cs: r r A ASCE 9.5.5.2.1 Ct = (0.02 usually) o of T Tab 9.5.5.3.2 hn = X = (0.75 usually) � � A ASCE 9.5.5. Tab. 9.5.5.3.2 2 T = Ta = Ct * hn * *x . . (fto E Eq 9.5.5.3.2 -1 Cs = Sds /(R /I) . .��3ti E Eg9.5.5.2.1 -1 Cs > .044 (Sds * I) � �1- 9 9 5 Cs > (0.5 * S 1) / (R/I) SDC E& F only — Eq. 9.5.5.2.1-4 Analysis Method Used: ASCE Tab. 9.5.2.5.1 i Simplified IBC 1616.6.1 (9.5,4) (For Simplified Method, drift cale, not required, but redundancy calc. is) (Not exceeding three stories) Equivalent Lateral Force Procedure ASCE 9.5.5 Story Drift Tab. 1617.3.1 Note: For shear walls governed by seismic forces, don't forget about 2w/h factor (Tab 2305.3.3) , { Equivalent Lateral Force Method: Vbase = Cs * W Cs =i- Wx: Wr =Roof DL @ J.S psf psf = - F3 ---3`d F-fam DL-t,&,r — psf = r— F2 = 2nd Floor DL @ lo psf = Io. o ,Wtototal = ? `L Vbase = / ` ' ��2L �� I �3W Vertical Distribution of Seismic Forces: Fx = Cvx * Vbase ASCE Eq. 9.5.5.4 -1 Cvx = wx* hx **k/[ Sum, i= 1 to n of wi * hi **k] ASCE Eq. 9.5.5.4 -2 For T = 0.5 sec, k = 1.0 For T >2.5 sec, k =2.0 Use linear interpolation for 0.5 < T < 2.5 k= --11 ASCE 9.5.5.4 Level W * H ** k = Wx * H * *k %Vb Vstory Sum Roof ����(� �1 �,0 z Floor 0,,oO , p = O 21,c% ZC QRMPLIANCE wED FpR — 1 � � Floor 1 4 20 Floor 06 Floor = rukwilc �I UISIpAl Story Drift: Tab. 1617.3.1 1617.3.1 � Z �(33 7� I] iii i�-ITITI�i�r�i�� Inch vts 2I 3I' 4I3 5I 61. iS1VVi 1p r 9l,•" V6 EL' ZL bb �.':' 8 L ,:..9 9.. £. ��i���l�i����l����i�J 111 IUJ 11111111111 1il.1fl I- III11 1111II1►i1 1111" JZ IIII���IIII A U a� o� 0`Vp. h 1 U Lr Lt. 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Notes: 1. Pressures are applied to the horizontal and vertical projections for Exposure B, at It = 30 feet, fort,,. =1.0. Adjust to other exposures and heights with adjustment factor X. 2. The load patterns shown shall be applied to each corner of the building in turn as the reference comer. 3. For the design of the longitudinal MWFRS, use e = 0 °. and locate the Zone E/F, G/H boundary at the mid - length of the building. 4. Load Cases 1 and 2 must be checked for 25° < 05 45 °. Load Case 2 at 25° is provided only for interpolation between 25° to 30 °. 5. Plus and minus signs signify pressures acting toward and away froln :he projected surfaces, respectively. 6. For roof slopes other than those shown, linear interpolation is permitted. 7. The total horizontal load shall not be less than that determined by assuming ps = 0 in Zones B and D. 8. The zone pressures represent the following: Horizontal pressure zones - Sum of the windward and leeward net (sum of internal and external) pressures on vertical projection of: A - End zone of wall C - Interior zone of wall 7. B - End zone of roof D - Interior zone of roof Vertical pressure zones - Net (sum of internal and external) pressures on horizontal projection of: E - End zone of windward roof G - Interior zone of windward roof F - End zone of )eeward roof H - Interior zone of leeward roof 9. Where Zone E or G falls on a roof overhang on the windward side of the building, use EOH and GOH for the pressure on the horizontal projection of the overhang. Overhangs on the leeward and side edges shall have the basic zone pressure applied. 10. Notation: - a: 10 percent of least horizontal dimension or 0.4h. whichever is smaller, but not less than either 4 percent of least horizontal dimension or 3 feet. F,: A1ean roof height. in feet (meters). except that eave height shall be used for roof angles <10 °. e: Angle of plane of roof from horizontal. in degrees. I / .G� 1�1 / 3 292 2003 INTERNATIONAL BUILDING CODS :tUCTURAL DESIGN TABLE 1609.6.2.1(1) 31MPLIFIED DESIGN WINt1 PPCeet me n..w wwnenene_eeeierrur_ eve .. ASIC HIND i PEED mph) ROOF ANGLE (degrees) ROOF RISE IN 12' LOAD CASE ZONES Horizontal Pressures Vartical Pressures Ovarlxa s A a C 0 E F G H < p Q � V 01051 Flat 1 2 113 •5.9 7.6 •33 •13.5 -7.8 .9.6 •6.1 •19.3 •15.1 10` 2 1 12.9 -5.4 8.6 •3.1 •13.8 •8.4 -9.6 -6.5 •19.3 •15.1 15• 1 3 1 14.4 •4.8 9.6 •2.7 •13.8 •9.0 •9.6 .6.9 -193 .15.1 os--20,1 4 1 15.9 -42 10.6 4.3 1 •13.5 •9.6 •9.6 •73, •193 •15.1 25• 6 I I 14.4 2.3 10.4 2.4 -6.4 4.4 •8.7 1 4.7 -4.6 -0.7 •7.0 •3.0 -11.9 -10.1 301 to 451 7 to 12 12.9 12.9 8.8 6.8 10.2 10.2 ?.0 7.0 I 1.0 5.0 •7.8 3.9 0.3 4.3 -6.7 •2.8 -43 -4.5 -5.2 5.2 0to5` 1 Flat 1 12.6 -6.7 SS 4.0 •15.4 -6.8 •10.7 -6.8 •21.6 -16.9 10` I 2 I 14.5 06.0 9.6 •33 -15.4 •9.4 •10.7 •7.2 •21.6 •16.9 15° I 3 1 16.1 •5.4 10.7 .3.0 •15.4 •10.) •10.7 •7.7 •21.6 •16.9 90 20` 4 1 17.6 4.7 11.9 •2.6 -15.4 •10.7 .10.7 •8.1 •21.6 .16.9 25. 6 I 2 16.1 2.6 11.7 2.7 -7.2 •• 2.7 •9.8' -5.3 •5.2 •0.7 7.8 •3A •13.3 11.4 30° to 45` 7 to 12 1 2 14.4 14.4 9.9 9.9 11.5 11.5 7.9 7.9 1.1 5.6 -8.8 •4.3 0.4 4.8 .73 •3.1 .5.1 -5.1 •5.8 •5.8 0to6` I Flat 1 15.9 •8.2 103 -4.9 -19.1 •10.8 •13.3 •6.4 •26.7 .20.9 10` 2 I 1 17.9 •7.4 11.9 -4.3 •19.1 •11.6 -13.3 •8.9 .26.7 •20.9 15` 3 1 19.9 •6.6 13.3 •3.6 1 -19.1 -12.4 •13.3 •93 .26.7 40.9 100 20` 4 1 22.0 •5.8 14.6 •3.2 -19.1 -13.3 •13.3 •10.1 -26.7 •20.9 3. I 6 1 2 19.9 - 3.2 - 14.4 - 3.3 - -8.8 •3.4 •12.0 -6.6 •6.4 -0.9 .9.7 4.2 -163 14.0 30` to 45` 7 to 12 1 2 17.8 1 i.8 12.2 12.2 14.2 14.2 9.8 9.6 1.4 6.9 10.8 •5.3 OS 5.9 93 1 1.8 •63 •6.3 -7.2 •7.2 I OtoS` Flat 1 19.2 •10.0 12.7 •5.9 23.1 •13.1 •16.0 •10.1 •323 45.3 10` I 2 1 21.6 •9.0 14.4 •5.2 -23.1 •14.1 •16.0 •10.8 •323 •25.3 15` 3 1 1 24.1 -6.0 16.0 .e.6 •3.1 •15.1 •16.0 -113 •323 I •25.3 110 20° 4 I 1 26.6 -7.0 17.7 •3.9 •23.1 -16.0 .16.0 42.2 -323 •25.3 3. I 6 1 24.1 3_9 17.4 4�0 •10.7 •4.1 •14.6 •7.9 -7.7 -1.1 •11.7 -5.1 •19.9 -17.0 301 to 451 7 to 12 1 ^- 21.6 21.6 14.8 14.8 17.2 17.2 11.8 11.8 1.7 8.3 -13.1 •6.5 0.6 7.2 .113 4.6 -7.6 •7.6 -8.7 .6.7 [010 5- I Flat 1 22.8 •11.9 15.1 •7.0 •27.4 •15.6 -19.1 423 •38.4 •30.1 1 10` 1 1 25.8 •10.7 17.1 .6 .2 •27.4 1 •16.6 •19.1 •12.9 •38.4 •30.1 I 15` 1 i 1 26'.: .93 19.1 •5.4 27.4 17.9 19.1 13.7 36.4 120 L 30` t 4 1 1 31.6 -6.3 21.1 :.6 I .27.4 I -19.1 •19.1 •143 -38.4 •30.1 25' (, I I 26.6 - 4.6 - 20.7 - 4.7 - - 142 4.R •17.3 .9.4 •9.2 -1.3 •13.9 •6.0 •23.7 - •20.2 - 130` 11I to 45` 1 ? to 1' I 1 - 2 25.; 25.7 17.6 17.6 20.4 20.4 14.0 14.0 2.0 9.9 -15.6 •7.7 0.7 6.6 •13.4 •53 •9.0 •9.0 •10.3 , 40.3 0tn5` I Flat i 1 26.6 •13.9 I 17.5 -6.2 •322 •18.3 -22.4 .14.2 45.1 •35.3 I 10` 1 2 I 1 30.2 .123 20.1 •7.3 .32.2 •19.7 •22A •15.1 45.1 35.3 15` I 1 33.7 -11.2 22A -6.4 -32.2 •21.0 •22.4 • 16.1 45.1 •35.3 :311 20` 1 i 1 37.1 •9.6 24.7 •5.4 -32.2 42.4 .22.4 •17.0 45.1 •35.3 ^q, I ( 1 t 33.6 5.4 24.:• 5.5 •14.9 -5.7 -20.4 •11.1 •10.6 •1.5 .16.4 •7.1 27.6 43.7 30'tn45'1 -tc•l- I 3(t,l 20.6 20.6 24.0. 24.0 163 16.5 2.3 11.6 •16.3 •9.0 Ms 10.0 I •15.7 •6.4 •10.6 I 10.6 •1 ;.1 12.1 continued �IIII�I- �-► j117TI, T1�1- Li;) I�III- l;ll_LL.i.l.l.l.l�111�I1� -i�Tr• Inch uts I 1 2I 3I 41 5I 61 JRSTCMP _.. Since J8721 ° 5 L 4 l E L Z l L 6 16 £. Z tI Wo IIIjIIIIIIIIIIIIIIIIIIIIIIIIIIIlIIIII�LIIIIIIIL�IIIIIIIII�IILIlJlll�hllllllll�llllllll1�IIIIIIIII�III111111�111111111�11111111I�IIIIIIIIIIIIIIIIIII�1101 REVIEWED FOR CODE COMPLIANCE 2D03 INTERNATIONAL BUILDING AUG 14 2006 City of Tukwila BUILDING DIVISION H A H U W � t� to I I a Fri Ly y W W Z �J tJ �'. U a V .• L] Nq U U L^' O � r= s CITY O RECEIVED JUN 2 9 ?nn6 PERMITCENTER it a � n CO O O fi C L: Co h CZ) ti a M t2� Z A H c < p Q � V E3 Fri Ly y W W Z �J tJ �'. U a V .• L] Nq U U L^' O � r= s CITY O RECEIVED JUN 2 9 ?nn6 PERMITCENTER it V o zft) 4 �$ Iq -845(19 %310 F I� ,y Z�1 11CA A 4�(? f'`f -Y t a � f a N O m f - W � � V N a W O �f f Q ml �w W� w v w. W� V� C Y 2- ll3 9 REVIEWED FOR U--1 CODE COMPLIANC 2--�1 RECEIVED CITY OFTUKWILA 4n r�,�laGn AUG 14 2006 JUN .2 9 06 PERMITCENTER City Of Tukwila BUILDING DIVISION iii. i�l_ iiiliiili�1litiliii .Ii�i�ii2liti ^-� i,i��it31��i�i1r�►1i� az, hii>> �i������ .,�i�51���'����'>>i' ^�1�61? Inch.. 1/18 TsTconp St"ce 1872 1 ' n IIIIII�I(IIIIIII iiiili.i.0 tiiiliiii ii�iil`iiii tiiliitt ti`iilitit ttuliut iittluit tiilirii tittl►tit iutlitu H H W w E3 1 J I .................... . IiI�Illlllillli1 IiIIIIII ►illli2..._ I ��Il�i -I 3�1- �- lilli�i 4 ►I ►Iill�l_I11115 111�LI�11I1��1 6I�' I.Inch 1116 Since 1872„' 3 . ".:* f ?r5 ,• \? �° '.gyp t+ a. i r r 3 r i �4 � ��bI� i iliin4 �6 i iillnuE �6 n nliluZ �G� .i� i �liu'6 � �l l i`iiluiO l �bn��'�* 5� ' s iF xes � A�i1�7 - iluii ril, il► iidwi►►rli}ii. t► >►<� 9i"► "Is �► `f I . {-�i bi l 1 l { '► - l yi► y Iiiil Ei' l +.i. ii�Z I► iiliili�►4 iiil►wii� .i ) i i 1 IIIliii�ili�ili iIi ii ..................... I I. 1I I I Inch 1/18 -RJ C qtr •r r'^* .1 -�.rr -T Y —,. xr Since £ G .. Z iL lill lip 1,01�INI !I'll !11110111111 1�l1 llfll��llll lllll�llillull� � 9�9 &t5 0 Fl �11� GARAGE • r' L 2� 4" s.o.g. GARAGE 500 sq ft N1 IV 8070 8070 8 8070 G� 8070 A U W F 25' �' 6'6 18'6 �� EVIEWED _ DE C A 25• 'I 25' AMP F 50' AUO 1 4 20 6 liiilI�i���i2����r�> I��is��IIIIIIIIIl�Il1lllI111I115��i >>'I'���1� 6T Inch 1/18 WINNOW OW �^ z Snre Sp.- SL.; 46 E� Z 64 04 5 8Z��u 9 g 4 E Z ►��.i��l��n����iln`ii�i�11 litiiliu' i�iiiiluii�iiiili .iu�tiiiliiii�iii li i �iiriliiii�i iiliii► �iii�liii' i�► iiiliii���liilfi���i�iili�ii�iiiili� i� V C� �w w� w w. z� w a to w V� U C40) I RECEIVED B�I�� °� Tukwi CITY nFTI IKWILA I�� rvr r JUN .2 U WR � �n� PERMITCENTER 0 A � W W a v� � h ri Q O V W N ; L 1 V O r' L 2� 4" s.o.g. GARAGE 500 sq ft N1 IV 8070 8070 8 8070 G� 8070 A U W F 25' �' 6'6 18'6 �� EVIEWED _ DE C A 25• 'I 25' AMP F 50' AUO 1 4 20 6 liiilI�i���i2����r�> I��is��IIIIIIIIIl�Il1lllI111I115��i >>'I'���1� 6T Inch 1/18 WINNOW OW �^ z Snre Sp.- SL.; 46 E� Z 64 04 5 8Z��u 9 g 4 E Z ►��.i��l��n����iln`ii�i�11 litiiliu' i�iiiiluii�iiiili .iu�tiiiliiii�iii li i �iiriliiii�i iiliii► �iii�liii' i�► iiiliii���liilfi���i�iili�ii�iiiili� i� V C� �w w� w w. z� w a to w V� U C40) I RECEIVED B�I�� °� Tukwi CITY nFTI IKWILA I�� rvr r JUN .2 U WR � �n� PERMITCENTER 0 A � W W a v� I� STANDARD PLYWOOD SHEARWALL`SCHEDULE NOTES: PLATE LOAD /BOLT GOVERNING MODE 1 ALL SHEARWALL VALUES ARE WSD (ASD) WITH 1.33 INCREASE 11/2 21/2 31/2 984 1146 1146 2 ALL PLYWOOD PANELS ARE BLOCKED 8 INSTALLED HORIZONTALLY OR VERTICALLY. IV 1 IV 3 ALL STUDS, PLATES AND BLOCKING TO BE HEN, -FIR OR DOUG -FIR 11/2 1 31/2 1405 1790 1790 4 TWO 2Y. MEMBERS MAY BE SUBSTITUTED FOR 3X MEMBERS PER DETAIL SECTION 'A" THIS SHEET IV IV 5 'PANEL EDGE MEMBER" (TABLE BELO%Nj REFERS TO ALL STUDS, PLATES AND BLOCKING AT PANEL EDGES. 1/2 21/2 3 1/2 1581 2334 2578 6 CONSULT HOLDDOWN TABLE FOR.SHEAR WALL END COLUMN SIZE Ills IV 7 STUD SPACING OF 16" O.C. 8 24" O.C. ALLOWED (UNO 8 NAILS: 10d COMMON OR GALVANIZED BOX (HOT DIPPED OR TUMBLED) 9 FIELD NAILING TO BE 1Z' ON CENTER TYPICAL 10 NAILS SPACED 3" OR LESS SHALL BE STAGGERED 11 ANCHOR BOLTS SPACED Z-0" O.C. OR LESS SHALL BE STAGGERED 12 2"X 2" X 3/16" STEEL PLATE WASHERS (A36) TO BE INSTALLED ON EACH ANCHOR BOLT 13 WHERE SSTB ANCHORS (3/4" DIAMETER OR GREATER) ARE USED AT THE FOUNDATION, THE FIRST ANCHOR BOLT CAN BE PLACED WITHIN ONE ANCHOR BOLT SPACING TO THE INSIDE OF EACH SSTB. OTHERWISE, THE FIRST ANCHOR BOLT WILL BE PLACED NO CLOSER THAN 6- FROM THE SHEAR WALL END. 14 ALL ANCHOR BOLTS TO BE 1/2" DIAMETER UNLESS NOTED OTHERWISE BELOW 15 IF NO FOUNDATION WALL PRESENT BELOW SHEAR WALL FOR A.B'S, SEE "CONNECTON TO DIAPHRAGM" SCHEDULE SHEAR WALL SPECIFICATIONS FOUNDATION ATTACHMENT MARK CAP.( #) I PLYWOOD THICKNESS PANEL EDGE NAILING PANEL EDGE MEMBER THICKNESSI A.B. DIAMETER MAX, A.B. SPACING PLYWOOD ON ONE SIDE OF SHEAR WALL SW2XCDX1 254 15/37' 6" 1.5" - 3' -5' 1 377 15/3Z' 4., 4" 1.5" 2.5" - _ Z -9" SW3XCDX2 SW3XCDX3 492 15/37' 3" 2.5" - Z -1" SW3XCDX4 631 15/3Z' Z. 2.5" 34" T -3" SW3XCDX5 713 19/32" Z' 2.5' 3/4" Z -10" PLYWOOD ON BOTH SIDES OF SHEAR WALL (STAGGER JOINTS ON OPPOSING SIDES OF WALLS) SW3XCDX6 508 15/37' 6" 2.5" 314 ". 4* -1" SW3XCDX7 754 15/37' 4" 2.5" 314" Z -9" SW3XCDX8 984 15/3Z' W 2.5" 3/4" Z -1" SW3XCDX9 1262 15/32" Z. 2.5" 3/4" 1' -7 SW3XCDX10 1427 19/3Z' 2" 2,6' 3/4" 1'-5" (Z u Y © 45K eRl4q L U PR O OF Nast/ 6 tjL l�l f'T M.F -�11L A` SILL PLATE OPTIONS G.� Sv+/3�C_ Gv o,�S, 0 5/8" 3%4" N WITHIN SHEAR WALL SILL PLATES y (le. ALLOWABLE LOAD PER BOLT PARALLEL TO GRAIN) N C 1.6 MODE III 8 IV; 1.33 ALL ELSE x 0 Lil Z DOUGLAS FIR LARCH N e < C BOLT I PLATE LOAD /BOLT GOVERNING MODE 1/2" 11/2 21/2 31/2 984 1146 1146 Ills IV 1 IV 5/8" 1 121/2 11/2 1 31/2 1405 1790 1790 Ills IV IV 3/4" Ll 1/2 21/2 3 1/2 1581 2334 2578 II Ills IV A FE R CE TSrOAj ' i I i I I�I. it l �i I I I I i' i I I� I it I I t il� i `�I i i� LLi I. i ITS ►1 I ill, I i I�� I l�hf -I I-I� l -I'l: l -) i� I ! I ! 1L ( I ( 2I ! fi. I ! 3 1/18. � i '+ 1�y 5 (i� >t'' !'��w 5'C 1-K.s"• -•t ddt Y b� w,. °.�G'n 1 16I� Inch vMV1TO Since 1872*" 46 b6, EL zl; l 66.', olt..•yc6 9 [, Z WO II �ii�iinl I° iiiliiii�liiilifii�iilillill�lllllll�i��lfilf�il�lllil�i�i�1 i lililli�. iii V G5 U z W IN z E , IN U ;v U� VI \�l0 W Q � U U a, v� CITY nrthKw(IA JUN, 2 9 06 PERMIT CENTER -1 BOTTOM CHORD TO DOUBLE TOP PLATE) -� i A35F i rA- a 6 a-- - �, ' T-pzuSS HEM - FIR FRAMING MEMBERS MARK CAPACITY SIMPSON SPACING. 00 NE IDE F SH EAR WA DOUG - FIR FRAMING MEMBERS SW2XCDX1 254 2 24" O.C. PLYWOOD ON ONE SIDE OF SHEAR WALL SW2XCDX2 50 24" O.C. SW2XCDX2 SVV33TCDX2 377 2 " O.C. 460 SW3XCDX3 1 492 (2) @ 12" O.C. 2 12" O.C. SW3XCDX4 631 (2) @ 12" O.C. SW3XCDX5 SW3XCDX5 713 (2) 0b, 12" O.C. DOUG - FIR FRAMING MEMBERS MARK CAPACITYIMPSON A35 SPACING - ... ; PLYWOOD ON ONE SIDE OF SHEAR WALL SW2XCDX1 310 2 24" O.C. SW2XCDX2 350 2 24" O.C. SW3XCDX2 460 2 24" O.C. SW3XCDX3 600 2 12" O.C. SW3XCDX4 770 2 12" O.C. SW3XCDX5 870 2 12" O.C. A35 A35 / A35F PLACEMENT LOCATIONS il'ilili�ilil►li i- i iii_ ii i ilii��►iI�1�T rillri► Milli .i_i.:!_i_�-l.�-ii-1-�-i-il �; l T I Inah one 1I 2I r 3 4I° 51 61 asTVV11'� i. 5 L •. b 6.. E L Z � ����. ��► lun�nuliui�inilini�iinlu�i�iiiilini�riiili .i.ii�1iiili�iiililriliiii iin iiiiiiiiliiii�iii�lii���iii�l��ii�iii�lf��i�iiiili����uiiliiii� REVIEWED FOR CODE COMPLIANCE AUG 142006 City Of Tukwila BUILONG DWISTON I i N A U Gq N o� a N O m LQ N , L• 1WO O U w A � w W� w w. w� x g w Va v U-1 CITY OF I JKKWILA JUN 2 y AP6 PERMITCENTER U U O m a w Nir%A,� l�t/�tLG t l/ 4,1G 1 Ej,4+plr- 7-OP AP Bo1i�"� II II I �r (/40, D c. P /cA- (PEA Pt�it/� i . .,.• 5k�• wa..� l:u� {' sAa+ Rwaef- WTq LocnnoH p Co2N>2. OPMEFERRDH 0 LD D QWN PLACEMENT L�IIIiI.�:I�I!jlll llljll�lll -mill Iii Inch 1/16 aSTCOTTP t r t� Sincc 1872 '� I I IJ -I I I I I I I I I I I I I I I I I I I I I I I I I I LLI I LI I I lll�l I I I I lI LI I l I l i l l 60 AP� .��. ✓ �. X V1 i . ` /�.� A RtzP• D 2 ' r 1 ..00P, Vf 1 t2 R l'11 N6- PLr�N TIPIG U �SUIc.01KJ6 o7oy - STANDARD FOR PRESENTING LATERAL FRAMING INFORMATION CODE COMPLIANCE AUG 14 2006 City Of Tukwila 6UrLDTN(; OTVTSInA, A U > W V �Z �w W� w w. W� U � w V� U CITYO u- RECEIVED U JUN-2 9 mm PERMITCENTER • • H A � U U O Im a w 1 �. llff llllT4I��I 1 rI1III3[IIII, ,�IIIIIITI�IIslll,lil�l�ll���6^ h � }' 4 q hj p; •, �m� 9;,",.,.t�`.�5 L4 N a N 6 Wo .IJJJJII IjI'III IIII IIII I II1111IIII III IIIIIIII IIIIIIIIIIIIII Ijl l ill,: lllljill lllllljlllllllll�lllll. CODE COMPLIANCE AUG 14 2006 City Of Tukwila 6UrLDTN(; OTVTSInA, A U > W V �Z �w W� w w. W� U � w V� U CITYO u- RECEIVED U JUN-2 9 mm PERMITCENTER • • H A � U U O Im a w 1 1 h q o� L4 N a N W W w N , TWO Q CODE COMPLIANCE AUG 14 2006 City Of Tukwila 6UrLDTN(; OTVTSInA, A U > W V �Z �w W� w w. W� U � w V� U CITYO u- RECEIVED U JUN-2 9 mm PERMITCENTER • • H A � U U O Im a w 1 ISEMAnw.,LL: OTM (Above) P I P: ♦ Ft--0. —T r3 L7 �� ct L L - �� OTM - (Overutming from SW above) Kip feet H - Ft- /'yo (Total bucral force to wal)1Gps P1 - .�- (Dead load only from connecting beamtheader) Mps P2 - (Dead load only from comtecting bambeader) Kips P3 - (Trtbutan• floor /roof dead load + Wall dead load) Kips T- C- [OTAS�)Ft - PI(L)- P3 (!l2 0.5) -jam fr•, '98 'egtuiive T�:e means no ) Note: For aid- cax, P/1 <- P2 Holddown required ?l]'l.V pe and S YY Wood Colam Iu:C� Z (O ConcreteAnc r. SHEARWALL ( m � OTM(Above) p � P2 Ft —0 P3 L/z 6" T c L L- �W_ OTM - ,l- (Ovauuniog from SW above) Kip fat H - Ft., � (Total lateral force to Wale Kips Pl - (Dad load only from com—ing be mlhada) Kips P2 • (Dead load only from connecting bamlhader) Kips P3 - (Tributary floor /roof dad load + Wall dad load) Kips T - C - [OTM + Ftn -PI(L) - P3(1/2)] / (L - 0.5) - I Y't egative Value mans no uplift) Note: Foraiticalwe /Ply t Hoiddowu tegoind7 Y 'type l./ Wood Column slu: Concrete Ancho . SHEARWALL: P1I OTI.f (Above) ♦ Ft —I. P3 T Ct LJ1 L L - OTM - Overturnng from SW above) Kip fat H - Ft' (Total lateral force to wall) Kips Pl - (Dead load only from connecting beam/header) Kips P2 - (Dud load only from connecting bamlbeader) Kips P3 - (rtibutary floor /roof dead load + Wall dead load) Kips T - C - [OTM +FtR- Pip - P3(La)] / (L- 0.5) (Negative T uplift) Note: For critical case, P 1P 1 <- P2 Holddown regniredj YJN Type as he. y Wood Col n size: Concrete An or. - SHPARWALL: I P� OTM (Above)! P2 Ft —► P3 �0 T Ct .� L v L - qq _ OTM - l , L (Ova urmog from SW above) Kip foot H --.L_ Ft - (Total istaid fora to wall) Kips P 1 - (Dad load only from connecting beam/header) !rips P2. ' `- (Dud bad only from connecting bamlhader) Kips P3 - (Tnbuuty floor /roof dead load + Wall dead bad) Kips T- C- [OTM + Ft(H) - �l(L) - P3(W)] / (L - 0.S) -1 (Negative T value mean m 4pb1) Note: For critical case, PI <- p2 0 Holddown required? Y N Type an Sim: Wood Colo hat?�� Concrete AncL SHEARWALL OTM (Above) Pl+ � I P2 Ft —0 i P3 Y,u IJS �'- T ct �Q \ L- OTM - �- (Overturning from SW above) Kip feet H - �2 h_ Ft - 12�O (Total lateral fora to wall) Kips pi - . 7 U (Dead load only from connecting bearrAcader) 1Gps P2 - (Dead load only from connecting bearn4 ader) Kips 3?3 - 1.015 (Tnbu:ary floor /roof dead load + Wall dead load) lips T - C - (OTM + Ft(H) - Pl (L) - Pn3(L4))) / (L - �(N - �Pj� em no uplift) Note: or critical case. P 1 <- PZ LL t2 � ) Holddown required? ]' /N / Type and I Wood Column size: Concrete Anchor, _t SHEARWALL: � OTM (Above) P P2 Ft —► P3 L/2 6" T C L L- _;6D OTM - (O —Lmi-g from SW above) Kip feet H - Fl- _.e46 (Tow latent fora to WWD Kips Pl - (Dad load only from connecting beam/hader) rips •P2 - (Dead load only from connecting beamlhader) Kips P3 - (Tnbutary floor /roof dead load + Wall dead load) Kips �jT- CC- [OTM +Ft(M- PII((LL))- P30A)] /(L -0.5 - t / ` M :[J <(41! e T value means no uplift) Note: For critical case, PI <- P2 w�i Holddown inquired? f /CAL / Type and Stu: 1 Wood Column size: Concrete Anchor. p OTM (Above)� P2 Ft —► P3 L!2 T CT L L- _ OTM- (Overturning from SW above) Kip fat H - Ft - ��1L (TOW were force to W4 Kips Pl - � (Dud load only from connecting beam*me err) rqn P2 - (Dud load only from connecting bamlhader) Kips P3 - coo (Tnbutary floor /roof dead load + Wall dead load) Kips T - C - [OTM + Ft(ii) - PI(L) - P3(L,2)] / (L - 0.5) -� rq� �,2 /� / (N e m no uplift) Not: ( or critical case, P1 <- P2 •(o g tw Holddown required? 1110 Type Wood Column size: Concrete Anchor, R ME— — WED ,% — _ ^1%. 'A nn" n16C SHTARWALL: D AUG 1 420f ' P� OTM (Above)1 F`—' City OfTukwii< B ILDINCY F)TVIS, P3 E' T C L L - _!�_ OTM - (O (O ntur*g from SW above) rip feet H- Ft - • 9' 1 (Total laurel fotce to watt laps Pi. hN (Dead bad only from comecting ba -Nader) r" P2. — (Dad load only from comectiog besmlhadw) Kips P3 - !&16 (ThUdwy floor /roof dad bad + Wall dad bad) Kip. T - -C-JO + 1Ft( ii)- Pl(L)- P%3(L12)) /(L //- 0.5)�� T value mans no uplift) Note: For critical case, Pl <- P2 /� 1 Holddown rcquirn Y�tV Type She ��/ Wooer uma shchu: Concrete Act or i _iii 2I iii I iIi i I �TT, 61 Inch x111}16 ■/�■/.y'■a�, 3. C l bl £6' tl LL.'" 8 .;. :�t�aiu', Wo ' ii�liiliiii�iiiiliiii�iinliiuLiinh: u' iliiiiliiiiliiiilii����' iili` iiili' iiiliiiiliiiiliiIZ iiiiliiii�iiul� �a 1 t Q � r\ � M O V ry.h � a Q FLU ryV0 1r��1 V w W� w. v� W U ti V� U L'.] z O n O U w' V � W W Cn a En RECEIVED CITY 0FTUKWILA JUN 2 9 ?n115 PERMITCENTER F A to U w' V � W W Cn a En RECEIVED CITY 0FTUKWILA JUN 2 9 ?n115 PERMITCENTER FOUNDATION HOLDDOWN SCHEDULE PER 2004 SIMPSON CATALOG SOLID STICK SHEAR WALL COLUMNS WITH MULTIPLE 2X OPTION (SEE BELOW WHERE ALLOWED AND REQUIRED MULTIPLE 2X CONNECTION DETAIL.) REQUIREMEN' HF #2 OR BETTER SHEARWALL COLUMNS; 2500 P. S.I. CONCRETE; 10' -0' MAX. SW END COL. HEIGHT; 8'STEM WALL WIDTH (ALL: 2X'S - HF STUD GRADE, ES HF; UNO) S POUR CAP. LOCATION I HARDWARE NAILS B A.B. 2X HPAHD INGLE POUR 10 AT CORNER HPAH022 atrn DOUBLE 23-16d NA 1 1 (2) 1(2) 2X4 •M2" 06 NO NO I NA �L1 04 HTTIMTT Cd =1.33 I SINGLE OR DOUBLE POUR 1625 PER SIMPS0N SSTB I HTT16 1816d I SSTB16 (2)2X6 "M2" 4X6 R) 2X4 m.. 4X4 1140 MTT28B 2416d SSTB20 4670 H= 32 -16d SINKERS SST824 NO NA STHD Cd= 1.33 SINGLE POUR 1625 1.12• AWAY FROM CORNER LSTHDS 24-16d SINKER NA (2) 2X6 'M2" 06 (2) 2X4 "M2•' 4X4 2210 STHDB 24-16d SINKER 2660 STHD10 28-16d SINKER t285 STHD14 38.16dSINKER NO NA 1825 BETWEEN CORNERS LSTHDS 24-16d SINKER (2) 2X4 'M2•• 2365 STHDB 24.16d SINKER 3185 STHD10 28-16d SINKER 4805 STHD14 38-16d SINKER NO NA 4X6 1826 RIM JOIST 1.12'AWAY FROM CORNER LSTHD8RJ 24- 16dSINKER (2) 2X4 •M2" 4X4 2210 STHD8RJ 24-16d SINKER 2880 STH010RJ 2846dSINKER 4295 STHD14RJ 38.16d SINKER NO NA 1825 RIM JOIST BETWEEN CORNERS LSTHDBRJ 24-16d SINKER (2) 2X4 "M2" 2385 STHD8RJ 24-16d SINKER 3185 STHDIORJ 28.16dSINKER 4805 STHD14RJ 38-16d SINKER NO NA 4X6 NOTES: 10d OR 12d COMMON NAILS MAY BE USED IN PLACE OF 16d SINKERS FOR SSTD ONLY. FOUNDATION HOLDDOWN SCHEDULE PER 2004 SIMPSON CATALOG (CONT.) SOLID STICK SHEAR WALL COLUMNS WITH MULTIPLE 2X OPTION (SEE BELOW WHERE ALLOWED AND REQUIRED MULTIPLE 2X CONNECTION DETAIL.) REQUIREMEN: HF #2 OR BETTER SHEARWALL COLUMNS; 2500 P. S.1. CONCRETE (LINO • 10' -0-MAX SW END COL HEIGHT, • 8'STEM WALL WIDTH SW (ALL: 2X'S - HF STUD GRAD 4X S ff • DESIGN IS GOVERNED BY THE CAPACITY OF THE HOLDDOWN PHD 761D PHD2 10SD51 /4X3 SST816 2X4 4X4 Cd =1.33 4695 PER SIMPSON PHD5 14 SDS 114 X 3 SSTB24" NO 5960 SSTB PHD6 18 SDS 1/4 X 3 SST828 4X6 �� PHDS 24 SDS 1/4 X 3 SST828 (2) 2X6 4x6 kN O • DESIGN IS GOVERNED BY THE CAPACITY OF THE HOLDDOWN . ANCHOR WAS INCREASED FROM SSTB 20 TO SSTB 24 TO ALLOW HOLDDOWN TOG ERN DESIGN G, 11 <�Tl�• � � i HF OR DF STUDS USE THIS SHEET TO:�~ • FIND ANCHOR REQUIREMENTS . FIND CONNECTION REQUIREMENTS FOR MULTIPLE STUD SHEARWALL COLUMNS tit 2I I 1 I I I I I I 3� ( I 4I �.I I I 5I I I I I 6� Inch 1/18 I `J rr Since 1872" 5 LI• I III 4 I l E L Z L L 6... '0 G " ":, r (G� �t� 9� ,� L���.�, r9 ,�. _,: 4 v. Z l wo IIIJI�IIIII�IIIIIIIII�IIIIIII. II�III' IIIIII�I. IIIIIIII�I. IlJlJlll�lllllllll�l' IIII1111�IIIIIIIII�IIIIIIIII �IIIII4 11111 1': 111Ill llll�lllll llll� llll� REVIEWED OR CODE COMPLIANCE AU9 14 2008 City Of Tukwila F - HF #2, OX S - HF #1, PLATES HF; UNO) 6" WALL 4-WALL z EMBEDEDROD POUR CAP. Ib LOCATION HARDWARE V STABAe. 2X DETAIL STICK 2X DETAIL STICK �LOa n9 HAD/HD 2570 HD2A SST016 Cd =1.33 3130 PER SIMPSON HD5A M(4)7/8 SSTB16 (2) 2X6 "M2" (2) 2X4 •M2" 4X4 I3680 SSTB HDGA SSTB16 4x6 7rW6 HDSA SSTB25 (3)2X6 IM- NO NA 1X6 mn HDIOA S5T828 NO HA 4X6DF #2 12485 PER DETAIL H014A (4 )1 DETAIL -Al' (1)2x6 "M/" 6x6 NO NA 6x6 i1 !' f 17010 PERDEfAb A7 H015 (4 )1 DETAIL A2 12x6 W. 6x6 NO NA 6z6 ff • DESIGN IS GOVERNED BY THE CAPACITY OF THE HOLDDOWN PHD 761D PHD2 10SD51 /4X3 SST816 2X4 4X4 Cd =1.33 4695 PER SIMPSON PHD5 14 SDS 114 X 3 SSTB24" NO 5960 SSTB PHD6 18 SDS 1/4 X 3 SST828 4X6 �� PHDS 24 SDS 1/4 X 3 SST828 (2) 2X6 4x6 kN O • DESIGN IS GOVERNED BY THE CAPACITY OF THE HOLDDOWN . ANCHOR WAS INCREASED FROM SSTB 20 TO SSTB 24 TO ALLOW HOLDDOWN TOG ERN DESIGN G, 11 <�Tl�• � � i HF OR DF STUDS USE THIS SHEET TO:�~ • FIND ANCHOR REQUIREMENTS . FIND CONNECTION REQUIREMENTS FOR MULTIPLE STUD SHEARWALL COLUMNS tit 2I I 1 I I I I I I 3� ( I 4I �.I I I 5I I I I I 6� Inch 1/18 I `J rr Since 1872" 5 LI• I III 4 I l E L Z L L 6... '0 G " ":, r (G� �t� 9� ,� L���.�, r9 ,�. _,: 4 v. Z l wo IIIJI�IIIII�IIIIIIIII�IIIIIII. II�III' IIIIII�I. IIIIIIII�I. IlJlJlll�lllllllll�l' IIII1111�IIIIIIIII�IIIIIIIII �IIIII4 11111 1': 111Ill llll�lllll llll� llll� REVIEWED OR CODE COMPLIANCE AU9 14 2008 City Of Tukwila zU ICI Ly (•U� zW �� U� RECEIVED JUN.,,2 9 ?nn5 PERMITCENTER Q � U U a Xn CITY c O � O =:x�G z zt a. V U �LOa n9 zU ICI Ly (•U� zW �� U� RECEIVED JUN.,,2 9 ?nn5 PERMITCENTER Q � U U a Xn CITY AM 70 S✓ , %-j!5 _ %7- IN L21f�44fffo 7 \ 7 V25-2!� !\ _ Trtis :srvQ, I ?�_� I I LTI PLE 2 2X4 2 2X6t M3 MULTI PLE 3 2X6 7/90 ;O Mve r%�l' /Dt/•' _ lOcf C'.DK- 1ti/D�t/t//1715 I �: / - _ 5Z3o o.� �QU4�� I 5x:rYt�E{ dL 1. Z, ti ioo 1.6 /.✓.��c. 7-,%, /•/o /b fl cro�cic,crdc,/ .4�6o✓FT s?��s Q^ c s✓ IJ a '^ a a III. III�II�IIII�1II��II�II�IIIIIZIIIII��113IIII�I�if ►i��� 4 :: �1( II�III►IIII5IliIIlll�lilll�61�. Inch 1/18. ,. Y } Slnca/8 t. p 5 L• b l E L Z L � L G 0 L`' � g':,.= g ,-..tin Z �-r?�, 9 :. g,� y E 11131111 Iilii I �� : I wp II `� � ii .iulnn inilini liiilull ilnl�u�i Iii�iLllu IniIII1I 1lii��nn Iliiliiil Ilnllill iiilliili IIII�IIII IIII�IIII IIIIII[I ' REVIEWED FOR CODE COMPLIANCE AUO 14 2006 City Of T�akwila BUILDING 0IVISIOAI i I VI RECEIVED CITYOFTUKWILA JUN ,2 9 W9 PERMITCENTER z m 0 U U o a� ,. U U � U w z� w U w z� :. U �v III. III�II�IIII�1II��II�II�IIIIIZIIIII��113IIII�I�if ►i��� 4 :: �1( II�III►IIII5IliIIlll�lilll�61�. Inch 1/18. ,. Y } Slnca/8 t. p 5 L• b l E L Z L � L G 0 L`' � g':,.= g ,-..tin Z �-r?�, 9 :. g,� y E 11131111 Iilii I �� : I wp II `� � ii .iulnn inilini liiilull ilnl�u�i Iii�iLllu IniIII1I 1lii��nn Iliiliiil Ilnllill iiilliili IIII�IIII IIII�IIII IIIIII[I ' REVIEWED FOR CODE COMPLIANCE AUO 14 2006 City Of T�akwila BUILDING 0IVISIOAI i I VI RECEIVED CITYOFTUKWILA JUN ,2 9 W9 PERMITCENTER z m 0 U U o a� ,. NEW! HRS, a heavy 12 gauge strap tie, provides greater support in cons:.uction and repair or home projects. Straight lines and chamfered edces for better appearance. Easy nailing pattern for connecting the sides of 2x members. the MSTC series has countersunk nail slots for a lower nailing profile. Coined edges ensure safer handling. Install Strap Ties where plates or soles are cut, at wall Intersections, and as ridge ties. LSTA and MSTA straps are engineered for use on 1'h' members. The 3' center -to- center nail spacing reduces the possibility of splitting. For the MST, this may be a problem on lumber narrower than MSTI MST , i ! T; E 1 1 LSTI Typical MST[ Installation (MIT hanger shown) LSTI similar Ji L,1r 31h'; either fill every nail hole with 10dx11h' nails or fill every other nail hole with 16d commons. Reduce the allowable load based on the size and quantity of fasteners used. The LSTI light strap ties are suitable where gun - nailing is necessary through diaphragm decking and wood chord open web trusses. FINISH: PS -HDG: all others - galvanized, Some products are available in stainless steel or Z -MAX; see Corrosion - Resistance, page 5. INSTALLATION: Use all specified fasteners. See General Notes. OPTIONS: Special sizes can be made to order. See also HCST. CODES: See page 10 for Code Listing Key Chart. i c sx %r LSTA and MSTA FHA MSTAM36 (Pilot holes not shown) f a MSTC28 II'/., 2W- I HST2 and HST5 HST2 1'h 3' HST3 and HST6 HST3 _;.•mow . �.�, HRS ST g""�ON'RSIS?,iFHA /PS /HS'�% stx�ig>[Se ^ Floor-lo-Floor Clear Span Table ' Model No. Ga I Dimensions Rntal) 1 at i60 . ALoads (SPFIHF) Code .. Rel. ST W L Nails (133)' (160) LSTA9 LSTA12 7,62,90 1' /. 9 ! 8 -104 645 I ; "5 ! X55 1 c95 I 665 I 830 7054 MARK NO 1' /. I 12 I 10.10d 605 1 070 1.33 20 r .1' /a 1 24 I 1 18 j MSTA18 1' /+ 18 1 14-tDd MSTA21 1% 21 16-tDd MSTA24 1'14 24 18.104 MSTA30 111A 30 22 -1Od 630 1000 MST126 2015 970 1125 I ? 7 MST136 2830 1110 1 1235 1 r MST148 3775 1120 225 i 970 11 60 3, 39, 88, 104 1505 ESE 1 1290 535 565 I 55= 56° I SE5 1880 1 1280 1 1615 I i1.. 1555 1640 7,62,90 1640 1640 s41 a 2220 ........ 2560 ......- 9 7,62,90 VALUES LIST ED ARE PER 2004 SIMPSON CATALOG 4530 5080 S� 57126 4090 4910 - 1 975 Snx 5080 6800 2194 2648 7148 7550 9060 4092 4914 ST16O 9440 10,160 5978 6444 2 7172 10160 10 160 7054 7054 Via 233'is 28.164 2540 1 2540 1 2315 2540 3, 39, 88, 1'/. 9 8 -16d 755 910 1 655 785 104 16 11/4 11% 10.16d 945 1135 1 820 985 11/4 1735 14 -16d 1325 1420 1150 1380 3,39,88 1+/. 21% 18.164 1420 1420 I 1420 1420 3 281// 36.16d sinkers 3000 1 3600 12590 3110 3 401/4 52 -16d sinkers 4335 4585 3745 4495 3 521/. 62 -16d sinkers 4585 4585 1 4465 4585 9,23 3 65% 76.164 sinkers 5660 5660 14 1 3 77/4 1 76-16d sinkers 5660 5660 2' /ie 33t -Yie I 40.16d 3845 3845 3.39 88 12 133 6 1 6.1Od 13A 8 10.10d 134 12 14.10d 1'/e 6% 8 -16d 525 630 455 545 875 1050 1 760 910 1225 1 1465 1 1065 1 1275 810 1 975 1 705 1 845 1'/,e 11% 1 8 -164 1 810 1 975 705 n1 a /is 1735 8.16d 810 I 97 5 1 705 7 /,e i 237/5 8.16d 810 I 975 1 705 845 ' /,e t7 30 I 8.16d 810 , 9 5 705 845 21/,51 26 1 26.10dx11h 238 1 2 °20 1 24 n5 1 2 .155 160 t.Loads have been increased33%and 60% for earthquake or wind loading with no further 6haease allowed. 3, 39, 88 Floor bads may not be increased for other bed durations. 2.16d sinters (9 gauge x 31/5' or ! MSTI36 21//5 36 1 36.10dx1'h 325c ! ' 16 i 2E3Z I ? *0 10d commons maybe substituted MST I4a 2' /me 1 48 1 48.10dx1'h 1 =350 °�80 ; 3775 1 .1530 where led commons are specified f MSTI60 21Ae 60 60.10dx11h ="•"- 5080 i c :?0 I ' I =CEO at 094 of the table beds, MST172 21 /is 72 1 64- 10dx1'h 1 5080 1 5:,80 ! 5060 1 5060 1. 3,39 11oads include a 33% or 60 °6 load duration Increase on the fasteners for seismic or wind loading. but 00 NOT include a 3316 stress Increase on the steel capacilt. Refer to page 12 for further explanation. 2.10dxl lh' nails may be substituted where 16d sinkers are specified at 0.80 of the table loads, 3.10d commons may be substituted where 16d sinkers are specified at 100% of table loads. 4.16d sinkers (9 gauge x316) or 10d commons may be substituted where 16d commons are specified at 0.85 of the table loads. 5.Use hall of the nails in each member being connected to achieve the listed loads. 6, PS strap design loads must be determined by the building designerfor each Installation. Bolts are installed both perpendicular and parallel -to- grain. Hole diameter In the pan may be oversized to accommodate the HDG. Designer must determine it the oversize creates an unacceptable Installation. f 7. For overlap splice details, refer to T -CMST. PER SIMPSON CATALOG C -2004 i�i�Zliii_•_ f� Ii�3liiili�' fl�4�1��������i���isl�����'>>��6�`. Inch 1716 � `zSTCOTTP W j _• Slncei872,• s. 4,:...94 4. E Z G WO . i��. inlini�iinliin�nnlini�i► iil�i�i�inili�ii�iiiil��u�► ii�l������i�il�` �����ii�l��u1��l�i�i��i�il��i ►�i►iili�ii�iliilfiii�iiiiIiiiS iilii(i1 4 REVIEWED FOR, CODE COMPLIANCE AUG 14 2006 City Of Tukwila BUILDING 0TVISRQAi C� z z a (w z Z W j:�' Z 94 14, d mow! �h�4 s� X CU •; RECEIVED CITY OFTUKWILA JUN 2 9 ?nn5 PERMITCENTER 010 W F U U ti O 0. 1 n1 a h � t\ f Q Z � V a OC C C (74yO' ,V C� z z a (w z Z W j:�' Z 94 14, d mow! �h�4 s� X CU •; RECEIVED CITY OFTUKWILA JUN 2 9 ?nn5 PERMITCENTER 010 W F U U ti O 0. WDOo•io- concrete connectors that satisfy engineering and code requirements. MATERIAL: HPA -10 gauge: all o1hers -12 gauge FINISH: Galvanized, some models available in ZMAX. INSTALLATION: • Use all specified fasteners. See General Notes. • Instal; before concrete pour with a StrapMate, or other holding device. • Strap nail slots are countersunk to provide a lower nail head profile. • Bending the strap 90• to aid wall placement may cause spalling behind the strap. If the spall is 1' or less. measured from the embedment line to the bottom of the spall, full loads apply. For spalls betiveen 1' and 4' (see illustration), the allowable load is 0.90 of the table loads. • For two pout installations spalling is measured from the first pour. , LE, F:'E: ••:- :a:r" ::.:: Y. C,F. �: rE G. irlE :� ;r','. y • Where fewer fasteners are used in the structural wood member, reduce loads according to the c code. A woo^ splitting problem may occur when holdovms are nailed to lumber less than 3V- wide. To lesser, splitting of 3x's or double 2x's, either fill every nail hole with 10dxllh nails or e fill even Omer nail hole with 16d commons. Reduce the allowable load based on the size and ouantk, of fasteners used. • Unless Dtnen;'ise noted, de NOT install where: (a) a horizontal cold joint exists within the embedment depth between the slab and foundation wall or footing beneath, unless provisions are mace to transfer the load, or the slab is designed to resist the load imposed by the anchor; or (b) slabs are poured over concrete block foundation wails. • io get the full table load, the minimum center -to- center spacing is twice the embedment depth when resisting tension loads at the same time. • There is an Increase In the amount of deflection If the strap is Installed on the outside of the shear panel instead of directly to the framing. Ask for Form T•PLYWOOD for complete details. FOUNDATION CORNERS: Nail and bolt quantities have been reduced when the load is limited by tested concrete pullout strength (fill holes from bottom up); additional nail holes need not be filled. Nail and bolt quantities may be reduced further for less than 8' corner distance design loads —use code allowable loads for fasteners used In shear. TWO -POUR SYSTEMS: When a cold joint exists between slab and foundation, the holdown will be lower on the stud wall since the embedded portion of the holdown must be in the foundation (see table footnote 1 for exception). Fewer fasteners are used, reducing allowable loads. Loads are calculated using a 4' slab over 6' and 8' foundation walls. PAHD42, HPAH022, HPAH022.2P HOLDOWNS: Designed to be Installed at the edge of concrete. Tests determined the pullout strength with one horizontal #4 rebar in the shear cone. Rebar should be a minimum length of Zx embedment depth + 12' (except comer installations, page 33). Install before pouring concrete by nailing to form. Installation holestallow nailing to the form, resulting in 1' deeper embedment; see Illustration. OPTIONS: See also HDA Holdowns, LTT, MTT, HTT Tension Ties. CODES: See page 10 for Code Listing Key Chart. Model L �MtDepthed.I Nails TAI 3bleUpllNLoads Code I 1 (133) (160) 1 Rel. PA51 51 4 ; 9.16d 1 1690 I 2030 1 8,37 PAS8 170 ! 4 1 9.164 1 1690 2030 1. Loads have been Increased 33N. and 6D% for earthquake or wind loading 3.0ptlonal fastener holes provided. with no further Increase allowed: reduce where other loads govern. Calculate loads according to the code 2.164 sinkers (9 ga x 31W) or 10d commons may be substituted for the to a maximum of 3685 lbs. Minimum specified led commons at 0.84 of the table loads, embedment is 4'; 5'to the nearest edge. _L 03 LenEgth ' Min. R ' Length Typical Installation o, — r n P. 5891 s 2414' Model Min 241n 1225 Avg Ulf � T �r : : := :� ;7000 p:i Coaereli �' , •; 2600 pit Conenle' : "-? _- .. "JA. Endblihtiei ° :{ 1.! "i No. Stem Depth Nails 2000psl Cade Wall i ; .t1750C, I 8 ".. :• .. a•,. i.l:• Ya =�; :; .. B. Rill. TYP. 1 5160 applications) 133 ' ;` 160 133. `•'• 160 . l PAHD42 6 I 8 I 6, I 12.164 12 -16d 5891 1 920 920 2030 2030 / ,D P 2205 ; 2205 20 I I 8'20 8555 1 1050 1050 2305 ,. ;131b "` �' 2715 1400 2305 i 2765 HPAHD22 6 I 10, 16.16d g� 19.164 HPAHD22-2P 8 14�i 16.16d 23.16d 9494 ; :13t5�' •47 HPAHD22 HPAHD22 -2P 3335 14420 ,2030 :: 9494 1 2455 r:P030 . 4030', 2455 I 3335 3335 2455 10 2455 4030 3335 t 48 35 3335 PA51 PA51 2455 4745 (PA68 similar) _L 03 LenEgth ' Min. R ' Length Typical Installation PAHD42 6 ! 8 i 6,h. I 12.16d i 16.16d 5891 ! 920 920 2030 Model Min Embed: 1225 Avg Ulf 2205 �r : : := :� ;7000 p:i Coaereli �' , •; 2600 pit Conenle' : "-? _- .. "JA. Endblihtiei ° :{ 1.! "i No. Stem Depth Nails 2000psl Cade Wall i ; .t1750C, I 8 ".. :• .. a•,. i.l:• Ya =�; :; .. B. Rill. 14420 ' 2030 °' :P' = ^ •;•4745.' ''474Q ! 2210 .2210' " 4875' 1 5160 applications) 133 ' ;` 160 133. `•'• 160 133 ' 160 133 160 PAHD42 6 ! 8 i 6,h. I 12.16d i 16.16d 5891 ! 920 920 2030 2030 1225 1225 I 2205 2205 8555 1 1050 1 1050 ' 2715 2715 1 1400 1 1400 1 2945 2945 HPAHD22 6 i 8 i 10, I 16.16d ( 23.16d 9494 .1315: ; .1315'. 3335? ; .t1750C, ' 760. 3335 3335 20 14420 ' 2030 °' :P' = ^ •;•4745.' ''474Q ! 2210 .2210' " 4875' 1 5160 applications) N-5' ►i MINIMUM SIDE COVER TWO POUR PAHD42 6 I 8 I 6, I 12.164 12 -16d 5891 1 920 920 2030 2030 12225 2205 ; 2205 20 I I 8'20 8555 1 1050 1050 2305 ,. ;131b "` �' 2715 1400 2305 i 2765 HPAHD22 6 I 10, 16.16d g� 19.164 HPAHD22-2P 8 14�i 16.16d 23.16d 9494 ; :13t5�' •47 7fi0 :' r 3335 14420 ,2030 :: 9494 1 2455 r:P030 . 4030', 2455 I 3335 3335 2455 10 2455 4030 3335 t 48 35 3335 14420 I 2455 2455 4745 4745 2455 2455 4875 5160 - -- -.. -- - •••- - ---.. - .' . , ._ .,...I,I, o I'll- I'M 6 MCM-111 ueneam for a 4.Mlmmum nail end distance to prevent splitting is lox the nail diameter, or 1W maximum load of 28101bs. at 8' minimum from the Closest comer, and 120D lbs. at 'f! for 16d nails. 2.Allowablecloadsthave ebeenk ncrreased133% and 60% lot earthquake or wind loading with 6.Optt ional fastener holestarepprovided on selected products distances he prroduct,isnd 6'. no further increase allowed; reduce where other loads govern. limited by the concrete foundation, you may not need to install optional fasteners, 32 3.16d sinkers (9 ga x 34.1) or 106 commons may be substituted lot specified 16d ],Strap may be bent one full cycle. commons at 0.85 of table loads. 8. Rim Joist application: see Insuliatlon 3 for corner condition, 1 Bert: ADDI110NA' MO Typical PAHD42 before the Concrete Pour (HPA110122.21' and HPAHD similar) SINGLE POUR INSTALLA Typical PA51 Installation (PA68 slm/lar) - SPALL REDUCTION SYSTEM FOR S SM1 THE PAHD, STHD AND HPAHO Keyhole feature allows allachment of 4 4 duplex nail before the concrete pour to hold the PAHD, STHD and HPAHD Strap -Ties in place. (see page 30.31) REVIEWED Typical PA connectirAUG R +'•. ; (use PAHD42 or a "' • ,, HPAHD22 for edge applications) N-5' ►i MINIMUM SIDE COVER INSTALLATION 1 Typical HPAHD Single Pour Edge Installation INSTALLATION -2 Typical HPAHD Single Pour Corner and a Endwall Installation LEf INSTALLATION 4 Typical HPAHD22-2P Two Pour Edge Installalion. Unless noted, Install other models with bend embedment line at cold joint between slab and foundation. PER S I M PSON CATALOG C -004 Him Joist Installation INSTALLATION 5 Typical HPAHD Two Pour Comer Installation Spelling may occur It ^the anchor Is benthorizontally 90' before Installation, and then bent up vertically to attach to the stud. Load reduction may apply. 1 1 trq 1 , 3 _. SIHCer872,. , 1' 96 tit £l Z4 i bl O6')~ .. 5 '•, 8 : '.� L, 9. 5'" ._ . ti £ Z L WO IIU. III�IIIIIIIII�IIIIIIIII�IIIJ. LIIIIIlI1111111IIIIIIIIIlIl. 111��111IIIIIIIIIIIIIIII1111IIIIIIIIIIIIIIIIIIIIIIIIII��III�IIII� (���f���I����I����l����l����l • i the City T ntally 01L Om, m, ry �n, �j1L ( (� , J lcaily Load STRAP H OLDO. HORIZONTAL PROJECTION '!F EAIBEODDED PORTION HOLD�i it k LOCATE ONE 14 REBAR WITHIN HATCHED AREA (MAY BE CONCRETE FOUNDATION FOUNDATION RED) BY OTHERS Single Pour Rebar Installation u •Maintain minimum rebar cover, per ACI.318 concrete code requirements. STRAP STYLE HORiZONrAl. ITpROIECTION OF EMBEDDDED PORTION OF STRAP HOLDOWN } I ; 4• ;LAB LOG -E ONE 04 REBAR INMIn L IWT7KED AREA (MAY BE CONCRETE FOUNDArON FOUNDATION REBAR) BY OTHERS Two Pour Rebar Installation 'Malntaln minimum tabor cover, per ACI.318 concrete code requirements. 33 A U �'r ~ rn _y S-3 o� � q VN• i 3 L 0 N, e} W W N � � 'TWO 1� V Z W W � W C7 Eli W. Z U U � v] W i� U 05 Z f>a a O H O q U U ti ti 0. rn CITY OFTUKmLA JUN 2 '/11119 PERMITCENTER STRAP STYLE HORiZONrAl. ITpROIECTION OF EMBEDDDED PORTION OF STRAP HOLDOWN } I ; 4• ;LAB LOG -E ONE 04 REBAR INMIn L IWT7KED AREA (MAY BE CONCRETE FOUNDArON FOUNDATION REBAR) BY OTHERS Two Pour Rebar Installation 'Malntaln minimum tabor cover, per ACI.318 concrete code requirements. 33 A U �'r ~ rn _y S-3 o� � q VN• i 3 L 0 N, e} W W N � � 'TWO 1� V Z W W � W C7 Eli W. Z U U � v] W i� U 05 Z f>a a O H O q U U ti ti 0. rn CITY OFTUKmLA JUN 2 '/11119 PERMITCENTER ��rLZ•r�� G'Nl� �� is) � �2 Noy- �Aor.�� scamp J F /LL AL-L HOL c S W/ rFLG1�J2 - •r y . . • H�000c�N .�1t;pvc� . L WA I- L. AlroWD r • •ro OF h,�WIVS. TYPICAL MST FLOOR TO FLOOR MAC. 11r--M A$P., Rex/ I IkTlomt ; 3. TRANSFER BEAM PER PLAN (SHOWN FLUSH) DETAIL SIMILAR FOR NON FLUSH BEAM CONDITIONS. NTa 'OF 130:72:14 Fy PER «mow _ TIiIz4DFA I 6. SHEAR WALL COLUMN PER PLAN .) ?aP 8. BOTTOM PLATE (REQUIRED THICKNESS PER `, M V I �f✓".i, SHEAR WALL SCHEDULE - -91- PLYWOOD LEVEL RRW D FOR 7 CODE COMPLIANCE 12. 'STRAP PER PLAN 13. LOCALLY SLIT PLYWOOD TO ACCEPT STRAP w A nnt> mirm 14. Il: AT INTERIOR LOCATION ' SLIT BO'T'TOM PLATE TO ACCEPT STRAP AND f A A ��U n� /1u to 4 INSTALL (1) SIMPSON LSTA24 EACH SIDE OF BOTTOM PLATE. CIty Of Tiakwila BUILDING T)TVI SON ijl ~il l III IllIII 1!11l II IIIIIII1 I( 1. II 1 -IIL1 � I�l(1111�i�lll ill Iii Illlljl I�I111 iji i I I, I I 12 I 13 I I ;41 I( I. 5 16 Inch 1/183 �LJl\/Vl ` j�'�. u+h��yir,. ° �,. e'"�t7 a �,.�tr�.Y,ii 9I6. tib E6 Zl TI.. 04 �k Ig �s 8 �� y 9 -.T= 5x V b .. 6 :: a �• w� IlUlll�illllllll�lllllllllilll .L11. 111. 11�111III�IIIIIIIII�I. IIJ. V�III�IIIIIIIII�I�11111111�IIIII1111�1( IIIIIII�IIIIIIIII�IIIII111I�Hlllllll�lllllllll�lllll eal oq'o 1 TWO U �w W� W V W. ti W U W FL. V E� Q A U RECEIVED CITY OFTUKWILA JUN. 2 9 ?PPP PERMITCENTER n �I z m a � ti ti a � 1 � ■ STRUCTURAL NOTES CODE: 2003 International Building Code LIVE LOADS: Roof Floor: LATERAL LOADS: Wind. Seismic: FOUNDATION: 25 psf minimum 40 psf Residential 85 mph, Exposure `B "; Simplified Method Seismic Design Category "D" Seismic Use Group-r, Site Class "D" (default) Simplified Method; R = 6.5 Ss = 1.396; S1 = 0.482 No soils report available. Design bearing Pressure = 1500 psf. Any elevations shown on the foundation plan and elevations are estimated. All footings shall bear on undisturbed earth or compacted fill and shall extend to firm bearing when poor bearing is encountered at any elevations shown. Compacted fill shall be well-graded granular fill with not more that 5% passing a #200 sieve. Fill shall be — placed in eight inch maximum loose lifts and compacted to 95% maximum dry density as determined by the compaction procedure in ASTM D -1557. CONCRETE: Unless noted otherwise in these notes, concrete f shall be 2500 psi at 28 days. Minimum of 5 &1/2 sacks of cement per cubic yard of concrete, and a maximum of 6&3/4 gallons of water per 94 pound sack of cement. A standard mix design satisfying the above minimum strength is also acceptable. Provide any mix design data to the engineer for review and approval well prior (at least two weeks) to any pour.. Add plastocrete or pozzolith in accordance with the manufacturer's recommendations'to all concrete except footings. Concrete protection for reinforcing: Bottom of footings: 391 Wall exposed to earth: 2" Wall exposed to weather: 1 &1/2" Wall inside face: 3/, °9 Slabs: .31411 Beams and columns (to ties): 1 &1/2" All concrete in footings and walls, slabs and beams shall be poured in a monolithic pour unless shown otherwise or approved by the structural engineer or record prior to pouring. Aluminum conduit and accessories shall not be embedded in any concrete. STRUCTURAL LUMBER & TIMBER: All lumber shall be graded in accordance with current WWPA standard grading rules for Western lumber. Use the following species and minimum grades unless noted otherwise on the plans: Studs and Columns: Wall Plates & Screeds Joists & Rafters Header & Flush Beams 4X Beams 6X Beams DFL Standard DFL Utility DFL #2 DFL #2 DFL #2 DFL #1 All plywood shall be APA C -D interior grade with exterior glue and a index of 42/20 for floors, 32/16 for the roof, and 1610 for the walls. ROOF SHEATHING: BODE CpMEp Ip R AUG 14 200 City Of All plywood shall be APA C -D interior grade with exterior glue and a minimum panel ID Index of 32/16. Use 5/8" CDX plywood, unblocked, nailed to joists with 10d nails at six (6) inches on center at all supported panel edges (edge nailing), and at twelve (12) inches on center along intermediate framing members (field nailing). FLOOR SHEATHING: All plywood shall be APA C -D interior grade with exterior glue and a minimum panel ID., Index of 42/20. Use 3 /a" T &G plywood, unblocked, nailed to joists with l Od nails at six (6) inches on center at all supported panel edges (edge nailing), and at ten (10) inches on center along intermediate framing members (field nailing). TRUSS JOISTS: Standard TJL or TH sections or equal (unless noted otherwise on the plans) as manufactured to the standard specifications of the Truss Joist MacMillan Company for the live loads specified above. Live load deflections are not to exceed L/240 for the roof or L/360 for the floors. GLULAM BEAMS: Douglas -fir Larch combination 24FV4, Fb = 2400 psi for beams, laid up with an approved waterproof glue. Provide an AITC certificate stating that the fabrication has been performed in accordance with the current AITC commercial standards for structural glued laminated timber. Appearance grades shall be Architectural (premium) for exposed members and Industrial grade for concealed members. Submit shop drawings to the Architect and building department for approval prior to fabrication, and notify the IiI`I��ijilill�lll III�IjIIiIi� ill �II� I�III IjIIIITfiIII-1Tl 11��.1.I1_L�L1_I_)II. il.I�III_h►lil�i Inch vas NV£STCOTTP SIM 1872,• 5 L• V 6 E 6 Z l � L. �,0 b' '`., 5 ,#�- 8 .'" �'� L Z ,,.., �9...ti...�� 5 ,'�, , ,.b .�' E Z 4 wo A a H a� o^ V N h � � a 03� z ?wU ry � Iwo V w W� w w. z W U a; w Ua U �7 C7 A A U w a CITY OFTIUKWILA JUN,2 9 ?Mg PERMITCENTER J 6 U w ti m building department for inspection prior to erection. All cantilever beams and lateral transfer beams shall be combination 24FV8 unless noted otherwise on the plans. All glulam beams exposed to weather shall be treated with three coats_ of "Woodlife" or equal. Paint all scars, cuts and drill holes made after the initial painting with three additional coats of "Woodlife" or equal. STRUCTURAL AND MISCELLANEOUS STEEL: Structural steel, ASTM A -36, Fb = 24,000 psi. maximum. Any pipe columns shall be ASTM A53, Grade "B ", Fy = 35,000 psi. Any tube columns shall be ASTM A500, Grade "B ", Fy = 46,000 psi. Any welds shall be 3/16" minimum continuous fillet welds using AWS Class E70 electrodes unless otherwise noted. All welding shall be performed by welders certified by WABO or equal. All fabrication and erection shall be in accordance with the latest edition of the AISC "Specification for the Design, Fabrication, and Erection of Structural Steel for Buildings ". All steel not embedded in concrete or masonry shall receive one shop coat of an approved primer paint. All bolts shall be ASTM A -307 unless noted otherwise on the plans. SPECIAL INSPECTION REQUIRED FOR: (To be performed by Building Official, Architect or Structural Engineer of Record.) All shear walls and hold downs Any epoxied connections to new or existing concrete Any welded connections Any concrete design mix over 2500 psi. MISCELLANEOUS: Contractor shall verify all dimensions and conditions in the field. Verify the size and location of all openings in the floor, roof and walls with architectural, mechanical and electrical drawings. Provide temporary bracing as required until all permanent connections and stiffeners have been installed. �J FRAMING NOTES Roof Framing: Provide continuous 2x or TH solid blocking for trusses and rafters at the supports and 1X3 or approved metal cross-bridging at 8' -0" maximum spacing. All-vertically- laminated beams and headers shall be spiked together with 16d nails at twelve (12) inches on center unless noted otherwise. Provide cut washers for all bolt heads and nuts bearing on wood. Floor Framing: Provide 2X or TH solid blocking for all joists at the supports. Toenail blocking to the bottom plate with (2) 12d at each side typical. Provide 1X3 or approved metal cross bridging at 8' -0" maximum spacing. Provide double joists under all non - bearing partitions extending 50% or more of the joist span (partition parallel to joist). All beams not called out on the plan set shall be (2)2X12 spiked together with 16d nails at 12" on center staggered. Bearing Wall Framing: For the top two stories, all exterior wood framed bearing walls are 2X6 at 16" on center and interior bearing walls are typically 2X4 at 16" on center. For the bottom story of a three story structure, unless noted otherwise on the plans, the exterior wood framed bearing walls shall be either 2X6 at 12" on center or 3X6 at 16" on center, and the interior bearing walls shall be 3X4 at 16" on center. All door and window headers not called out on the plans shall be (2) 2X10 with one cripple and one stud each end for openings 4' -0" wide or less, and two cripples and one stud each end for openings more than 4' -0" wide. All columns not called out on the plans shall be two studs. Spike laminated columns together with 16d nails at 16" on center. Provide one layer of asphalt impregnated building paper (40#) at all contact surfaces between any wood and concrete or masonry. No soil to ever be in contact with any wood surfaces, pressure treated or otherwise. REVIEWED CODE C MPLI NCE AUG 14 2006 City Of Tukwila BUILDR nWISTom Inch lllLllhlislll1IIIIIIIIIIIIIII2IIII .� III: Iiil113IITIII IIfI1I1-IT4 1i3TIiiI'l Ii1II151 �I�Iri61'. Slnc` a 872 �� 96 bL EL ZL III Hill III IIII 2 A F, U Cn 1 n a � V N L4 V Iwo V W W� w w. > U W U U � w � a U U cam)� c� V a 0 A U W O a RECEIVED CITY O1=TUKWILA JUN '..2 U ?W6 PERMITCENTER 6 z m 0 U ti r�