The URL can be used to link to this page

Home My WebLink AboutPermit D04-383 - VO RESIDENCE - ADDITIONVO RESIDENCE 13714 43 PL S EXPIRED 08-29-06 D04 -383 Parcel No.: 2612000210 Address: 13714 43 PL S TUKW Suite No: City o. Tukwila Tenant: Name: VO RESIDENCE Address: 13714 43 PL S, TUKWILA WA Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us DEVELOPMENT PERMIT Owner: Name: VO BRIAN Phone: Address: 13714 43 PL S, TUKWILA WA Contact Person: Name: DAVID WU Phone: 206 227 -6760 Address: 12810 NE 178 ST, #101, WOODINVILLE, WA Contractor: Name: OWNER AFFIDAVIT IN FILE - BRIAN VO Phone: Address: 13714 43 PL S, TUKWILA WA Contractor License No: Expiration Date: Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number: D04 -383 Issue Date: 04/08/2005 Permit Expires On: 10/05/ 2005 DESCRIPTION OF WORK: TO CONVERT AN EXISTING CRAWL SPACE WITH 10'0" CEILING HEIGHT INTO TWO NEW BEDROOMS AND 1 FAMILY ROOM AND 1 BATHROOM AND ADDING DECK TO REAR OF HOUSE. Value of Construction: $8,000.00 Fees Collected: $317.77 Type of Fire Protection: International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 26 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Storm Drainage: N Street Use: N Profit: N Water Main Extension: Water Meter: doc: IBC - Permit N N Private: D04 -383 Public: Non - Profit: N Public: Printed: 04 -08 -2005 Permit Center Authorized Signature: City 0JL Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.we.us Zot.e,f/ '_1/40 Permit Number: D04 -383 Issue Date: 04/08/2005 Permit Expires On: 10/05/2005 Date: Steven M. Mullet, Mayor Steve Lancaster, Director I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the pe rmanc of work. I am authorized to sign and obtain this development permit. Signature: �c� Date: 6 1c Print Name: 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 - Permit D04 -383 Printed: 04 -08 -2005 +.,..,..+.- «.....w.. . -....M • City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2612000210 Address: 13714 43 PL S TURIN Suite No: Tenant: VO RESIDENCE 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS Permit Number: D04 -383 Status: ISSUED Applied Date: 10/14/2004 Issue Date: 04/08/2005 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3 :. All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: 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: 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. 9: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 10: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of Public Health - Seattle and King County (206/296- 4932). 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. doc: Conditions * *continued on next page ** D04 -383 Printed: 04 -08 -2005 z z t f- w U O N D J • iL w w d = w F— 2 z �.. i=0 z I- 0 ON O I-- 111 H r O 0 z I hereby certify that I have read these conditions and will comply with them 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 regulating construction or the performance of work. Signature: Print Name: I5M'v doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 D04 -383 as outlined. All provisions of law and cancel the provision of any other work Date: 4 /t /K ordinances or local laws Printed: 04 -08 -2005 w 6 00 co CD ILI J = W 0 u_ ? w � w z • 0 z r` c o W U � O — 0 tr WW H r- LL. W 0 z SITE LOCATION r ' King Co Assessor's Tax No.: e 2 ' /.Z - Site Address: 1 3 i i 4 — 4-3PA pu1c SowflI,Tk,iM r '7SI6b Suite Number: Floor: ---- Tenant Name:. . VC/ ,e6 New Tenant: ❑ .... Yes ❑ ..No Property Owners Name: Ma. ' titj,M.l V0 Mailing Address: CONTACTTERSON Name: Mailing Address: Company Name: Mailing Address: Contact Person: E -Mail Address: CITY OF TUKWILA,, Community Development apartment Public Works Department . Pernik Centel • 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 371 (f.. 4. P Sowf+, T Kiri m-, 1 b8 City vt,P 1\1V— Contact Person: DA dt 0 kJIA- \permits plus \icc changes \permit application (7.2004) Building Permit. No. �,/ Mechanical Permit No. O !' Public Works Permit Not Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or by fax. * *Please Print ** I - MitST., *IQ( NO0oW City E -Mail Address: Fax Number: GENERAL CONTRACTOR INFORMATION - (Mechanical Contractor information on back page) N - `ft'f TPftrTififio Company Name: Mailing Address: Contact Person: Day Telephone: E -Mail Address: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: - rS ,'Vcf4iTirc Mailing Address: /7310 P- 1V Si, # 10 IA[O h it, City Day Telephone: E -Mail Address: Fax Number: ENGINEER OF. RECORD - All plans must be wet stamped by Engineer of Record )cSMPriJ roAwAiorA 09i _ 2 ke Cot,•R,-r 30 IA ri 1- NAIOLO frRSMA7J Page 1 Day Telephone: (196) City • State Zip 12/7 c( (OD State Zip (4i.-d i 1 G31 State Fax Number: City Slate Day Telephone: (3) g I.-- Fax Number: ( 9f Zip hit State / Zip C `-$I �i C4 '(8/- 637i - Existing Interior Remodel Addition to . Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I S` Floor ([L 9 -1!"-- P-4 2 " Floor 1 1 i-, -a- $ - ,, - -e- 3r Floor Floors thru Basement 3 1 ' V Accessory Structure *. Attached Garage 44,2„2- Detached Garage Attached Carport - Detached Carport Covered Deck Uncovered Deck o BUILDING PERMIT INFORMA'ION — 206 - 431 -3670 (54 ,.....--.0 Valuation of Project (contractor's bid price): $ 600 Existing Building Valuation: $ Scope of Work (please provide detailed information): 7 COl tt!>EyQ. ,41 fvkISTl�1 6,44..m... S�/! NI I 0! � a ' 'Ater t o (2 O •• ri C C Of M 4/e 'fie ck dL) 712 df —,A - Will there be new rack storage? ❑ ..Yes N.. No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: II yy Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) l ♦U�•� *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: 2 / i l Floor area for accessory dwelling: •19"" *Provide documentation that shows that the principal owner lives in one of he dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Z Compact: Handicap:' Will there be a change in use? ❑ ....Yes - pq.No • If "yes ", explain: • FIRE PROTECTION /HAZARDOUS MATERIALS: • ❑..Sprinklers ❑_Automatic Fire Alarm '..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ..Yes No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material afety Data Sheets. \permits plus\ice changes\permit application (7 -2004) u Page 2 PUBLIC WORKS PERMIT INFRMATION — 206- 433 -0179 Scope of Work (please provide detailed information): Water District ❑ ...Tukwila 0... Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑...Sewer Use Certificate ❑ ... ValVue ❑ .. Renton ❑ ...Seattle 0... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...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 ❑ ...Total Cut ❑ ...Total Fill Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water cubic yards cubic yards ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public _ ❑ ...Water Main Extension Public _ \permits plus1icc changes ■permit application (7.2004) ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line It Call before you Dig: 1- 800 -424 -5555 „ WO# WO# WO# Private Private ❑ .. Highline ❑ .. Work in Flood Zone ❑ .. Storm Drainage Page 3 ❑ ...Renton ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ .. Maintenance Agreement(s) 0... Hold Harmless ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line 0... Water ❑ ... Sewer Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: City State Zip Day Telephone: • City State Zip Z il Z re 61-1 W iO O 0 N O w WI N LL W 2 g Q co � I I— W Z = 1— 0 ZI— W • W 0 0— D 1-- W W H r- IL O .. Z W O ~ Z Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace>100K BTU Evaporator Cooler Diffuser - 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct i Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood /Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Water Heater 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Emergency Generator Air Handling Unit <10,000 CFM Incinerator — Comm/Ind Other Mechanical Equipment MECHANICAL PERMIT INFOPIATION — 206 - 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: QW N 6O1(17 Mailing Address: City State Zip Contact Person: 13 VD Day Telephone: C — E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ 209 Scope of Work (please provide detailed information): (3A-1 o °t'-t FIB {• u TA-7J — v Gfj-1 Use: Residential: New ....K Replacement ❑ Commercial: New .... ❑ Replacement ❑ Fuel Type: Electric is Gas ....0 Other: Indicate type of mechanical work being installed and the quantity below: PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUT A RIZE I) • GENT: Signature: /,I , — Date: Print Name: Alf \1 Mailing Address: f 3 1 -- 43 iv pm-* SQL47*, \permits plus \icc changes \permit application (7 -2004) Page 4 Day Telephone: 06)13! — 9 ' l■ City State Zip Date Application Accepted: /ll - /�f� Date Application Expires: Staff Initials: i Payee: BRIAN VO ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2612000210 Address: 13714 43 PL S TUKW Suite No: Applicant: VO RESIDENCE Payment Cash PLAN CHECK - RES RECEIPT Permit Number: D04 -383 Status: ISSUED Applied Date: 10/14/2004 Issue Date: 04/08/2005 Receipt No.: R05 -00785 Payment Amount: 58.00 Initials: SKS Payment Date: 05/27/2005 11:26 AM User ID: 1165 Balance: $0.00 TRANSACTION LIST: Type Method Description Amount 58.00 Account Code Current Pmts 000/345.830 58.00 Total: 58.00 35R7 05/27 •716 TOTAL 5E3.00 Printed: 05 -27 -2005 Payee: ACCOUNT ITEM LIST: Description Current Pmts doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 BRIAN VO TRANSACTION LIST: Type Method Description Amount RECEIPT Z il iii Parcel No.: 2612000210 Permit Number: D04 -383 6 D Address: 13714 43 PL S TUKW Status: ISSUED U 0 Suite No: Applied Date: 10/14/2004 co 0 Applicant: VO RESIDENCE Issue Date: 04/08/2005 w w J iH N LL- W Receipt No.: R06 -01221 Payment Amount: 201.22 J Initials: JEM Payment Date: 08/08/2006 01:33 PM w 3 User ID: 1165 Balance: $0.00 H W Z1- 1- 0 ZI- w ui D 0 O — O H ww • U L I Payment Cash 201.22 Z W - • I O ~ z Account Code BUILDING - RES 000/322.100 PLAN CHECK - RES 000/345.830 86.80 114.42 Total: 201.22 '..' 971 .,.. ! ;r "zi Printed: 08 -08 -2006 Parcel No.: 2612000210 Address: 13714 43 PL S TUKW Suite No: Applicant: VO RESIDENCE Initials: SKS User ID: 1165 TRANSACTION LIST: Type Method Description Amount Receipt No.: R05 -00497 Payee: BRIAN VO doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Payment Check 1891 ACCOUNT ITEM LIST: Description BUILDING - RES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 RECEIPT Account Code Current Pmts Permit Number: D04 -383 Status: APPROVED Applied Date: 10/14/2004 Issue Date: Payment Amount: 194.36 Payment Date: 04/08/2005 09:49 AM Balance: $0.00 194.36 189.86 4.50 Total: 194.36 1968 04/12 9 710 TOTAL 194.36 Printed: 04 -08 -2005 .. .._ .._., .__.4..�,.�....... ..... .... ......4..�, c.a .. .4 n .. Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: ACCOUNT ITEM LIST: Description doe: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 2612000210 13714 43 PL S TUKW VO RESIDENCE R04 -01410 SKS 1165 BRIAN VO TRANSACTION LIST: Type Method Description Payment Check PLAN CHECK - RES 1814 RECEIPT Account Code 000/345.830 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 123.41 Current Pmts 123.41 Total: 123.41 D04 -383 PENDING 10/14/2004 123.41 10/14/2004 01:58 PM $194.36 D./1.4 7716 'MT ;i . 137.'91 Printed: 10 -14 -2004 Project: i / I/ �J Type of Inspection: 'b7 /fir .so, Address: X37111 -- 1/319'__ Date Called: c t Special Instructions: Date Wanted: 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 P 206)431 -367 O Corrections required prior to approval. 0 $58.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: COMMENTS: d Inspector: Date: Project 1 Type pe e Inspection: 7 - n: / _ 9 l�� a» _.z i'..,4 a Address: Ps/V- r / Date Called: Special Instructions: Date Wanted: � a.m: • Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 P (206)431 -367 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date: 0 $58.0 REIN PECTION FED REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Project: j� Y 1? Type of Inspection: ecction -+ eke Ai t (O ` C.. ,t,.is / S ./...ia. Address 37PI — '13 5,7 Date Called: t ; { , / ; � Specia I Date Wante 1,- i -',, .1 '. p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 O Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspecto Date: El $58.00 REINSPECTIO, FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z 1 W 6 J O 0 co w J H N ly„ w g J d . = W I— I ? t`- W • W U� O — 0 W • U LLO LII U= 0 Project: f/0 Type of Inspection: . 3O Gi,ep wJ Cevi Address 7/1/-- 5 .3 / L ! Date Called: Special instructions: Date Wanted: 2 -`67 � r. p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300'Southcenter Blvd., #100, Tukwila, WA 98188 Cb (206)431 -3670 COMMENTS: Approved per applicable codes. Corrections required prior to approval. $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:, / 17 0 Type of Inspection: 4 90 7 r Ar ( Address: il : / 1 13 PZ % Date Called: . .. t3 Special instructi s: Date Wanted: a. . Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 07 (206)431-3670 COMMENTS: 1) F-1.7 a 1 " ( /7 i (10,7-7, i-.7 t A i 2.->e /2 , cl-f-t4 1-- Date: Approved per applicable codes. Corrections required prior to approval. • - 1 $58.00 FEE REQUIRED. Prior to inspection, fee must be " --1 paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: z z re 00 0 • w W I • u_ 2 ' Z I— 0 Z ui • 0 0 O — C1 1— W ta I 0 Z ILI a) P 0 Z 4;4 COMMENTS: 1.) , i,sr■.SSPG( ` k •\(>0 - r /\ 71 t)( 'P.0 l I i 2.) f4 r M ,n p -( of -Q. (J 4-1 cn„ e. ∎v'� li /N9 C4(0vt) 1 P.-, ■,k U � C_ p G, tl 1r` I 0 Mt! w\ r VG uvA s oa! P. J VW r, , \ P✓.Cy \ -oct i00W\ -r?GreSS Lu v. to Al l�� Q(C 4-P - 40 Pci i-o, rraw1 S'Pare ve Atov\ Yom ... •- " .; . Date Called: `- Special Instructions: t .2 , ' , - E: i -. Project: /, Type of Inspection: Address: /2:7/g / /:7 1 ' ` , / "'L. S Date Called: `- Special Instructions: t .2 , ' , - E: i -. — - -7.- - / "" _- - -�( Date Wanted: / / /cJ` (,_ a.m. P.m. R equester: ,,) • Phone No: ,,.{'d4 �� `� _ 77) /: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 31 -3670 N Approved per applicable codes. Corrections required prior to approval. Inspector: < 4,11 Date: U S` ❑ $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: NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR 1 HAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Design I3uild Services, Inc. Engineering & Construction Management 28119 -120th St. 5.E., Monroe, WA 98272 July 19, 2006 Mark Antonioli Marant Company, The 13860 - 177th Ave SE . Renton, WA 98059 (425) 255 -9950 r Vo Residence —13714 — 43` Place S., Tukwila As requested we have reviewed the structural impacts of a proposed 147 s.f. deck addition, as well as the addition of 2 windows and a sliding glass door, and stairway at the basement level. The additional lateral loading will be minimal and will not affect the existing walls or the main floor diaphragm.: It appears the house was originally engineered for this option given the location of the hold -down straps. Reviewing the shear walls and shear wall schedule from the original house construction shown on sheets 3 and 6 of the drawings, and verifying the call outs against our calculations, the existing walls appear to be adequate. On sheet 2, P1-4 is specified for the entire wall. We have only considered walls that are fully effective in the current code. The 2' -1/2" wall segment does not meet the minimum criteria to be used as an effective shear wall segment and was not used in our calculations. The edges of all new openings are to be nailed at that required for the P1 -4 schedule on sheet 3. The hold -downs originally installed have adequate capacity for these changes, therefore, no changes are necessary. Supporting calculations are attached. We have also checked the deck/exterior wall interface. Three 1 /2" lags screws are required at 16" o.c. with a single rim in the existing wall, while only 2 at 16" o.c. would be required with a double rim. These calculations are on pages 4 through 6. I hope this adequately addresses the required issues. If you have any further questions or I can be of any further assistance please call me at the above numbers. 'EXPIRES. 12- 10 -CCp i Rick Heide, P.E. President Attachments r r ' FILE COPY • REVIEW PLA CODE CO N E M Anon (WM NO 04NUB Phone /Fax: (360) 793 -9659 Pager: (425) 359 -2362 E -mail: rheide.db5inc@comcaot.net RECEIVED Crry of TUKWILA JUL 2Li ?.606 PERMIT CENTER NO MG�� ISION NO o4. 3$3 td "`::t >'•4a'� • %1 iQ-ti' g T-? EXISTING DECK 3 I_ l I MOTS 2.2E •:z +.ix.t r: •._� -.� , 5:4 i ,:.� ..� }: 5 1 S IN-41 i u_i.::a.,:': IP1-41 I P1 . . -4 NOOK `l:_ —r te f — l'� . - - .... d Al KITCHEN • raa I0o E W 3E high guardrail / NEW STAIRWAY i � fi IMEn - 11 MIIII _ 4s l 3=7' .I ' .L1 9•3Z �e FAMILY ROOM ' g. , V- . West vent) - • -ce manufacturer to type and material for e uafdrail clearances in front of - ra l 3 .9•,9 ' A159 r , 6909 • LIVING ROOM DINING ROOM ENTRY 2119-S1 • O O G: Z J 0 0 0.' Z Z O I di gemeo•memom� a Dcs F. 4.;. IMPStimilli . . EXISTING MAIN FLOOR 2/101,91 I , _� L SCALE lir = 1'-0' 2 CAR GARAGE Maintain 80' headroom 1151 all treads NEW BRDM son top 01 8" concrete wall NEW BRDM Full height 8' concrete walls gress windows to have opening nside wan above 12joi: Entire wall 3-0 , 4•-0' 2 0 1 NEW STAIRWAY, DECKS, WINDOWS IN SHEAR WALLS PROPOSED MEDIA ROOM r 1a 11-4• NEW PT 6x10 1 - EXISTING STHC wet IP1-41 - Existin0 she: EXISTING LOWER FLOOR SCALE 114' = 1' - 0' Existing PT 6x10 NEW PT 6x10 t • EE ALSO SECTION A-A) 717-0• 7-0• L J IT Er NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR MAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. .1 Sheet 2 PROPOSED FLOOR PLANS FOR A HOME REMODEL Brian Vo Residence Drawn: June 1 , r ....a.e.-Aotner.ramnre . I III .• , , , c. 945 snorkoireaner■-■.■. I' , / MINVIVIIWAI — — ; __ I Al 81106 ao►+ary 31.d1d ,118 ,r.,..24........4 4 NI E w i ial ltona3�t If • avo1 31ern101W lir CP-13 OE SCE 0 0 Mil _ _ _ I / I .. ... -- ;,..7 4-. 0.g.- , - .. - ;.z,.... — ''g 164I • t. lad • 12' I OR 3 5n1 • 48' iad .6 tad • Ur \ Is., I a I Z \ \ ■ \ il - 1 \ • \ \ ,,, 624 v2. me 1 svEs . 1 SW • 48' 0 1441• V S44i• 4* 62-4 , 11111 11111111111 $ Is, 1641 • ,fe led • 5' 111111 I 50 CAS 1111,2 £412E3 t - 7.61419CW:1721.1.62,...21 F1-4,A 1 1 A . . \ II • V ISci a 5 _,....., , 9,0- / Pl-b _ J / / / ' / / / / / / \ \ \ A / / / / / I / aznoozone-"---mr. .... ., .. ■■••■•■■, MCCOY ....,,, SHEARWALL SCHEDULE r 3'903 I Al 81106 ao►+ary 31.d1d ,118 91810r %t - w aos al. VNI)0016 81910r Ir1 t.NI114N - w d0101 cQ1A E w i ial ltona3�t If • avo1 31ern101W lir CP-13 OE SCE 5/a• a 43' 164I • t. lad • 12' OR 5n1 • 48' iad .6 tad • Ur SPY Me CM UDE 624 v2. me 1 svEs SW • 48' 1441• V S44i• 4* 62-4 OR . 1 513• • 4EP 1641 • ,fe led • 5' 50 CAS 1111,2 £412E3 F1-4,A 50 • 48' II • V ISci a 5 Pl-b 518. • 48' C...d • 5' ificl • 5' I9-4 lisi,' 0.85. Stir • 32 1441 • 4' 1641 I4 PI-3 OE SIVE 51s• 4 24' 1441• 3' E SKI • r 1.1-310 tlei 3x STUDS ti I.ANIEL. FDGE 518' • IV P1-2 U 3x STUDS la' 0.55. TID, 5521...- (2)R15 WRMS F2-4 STACR SEAT14* 5,3` • ib' 164 • 4' 16al 4 4' JONT5 tuttv sum • 5TACagaTED PANS EDG.. 011- RIM CPR= (2) RCVS F2 5115' • IV I 16c1 • 3' 164:1 • 3' STArr..Er2 D9L Fri 11611-4 •Vrezi4415M 1.140130AS:32, f9DIM OR Eat& ed carry , WS' • 46' S64 • V • Itoci • 5' SHEAR WALL SCHEDULE OF EXISTING HOME Y-88' 3 13116- 2 9/46 10 17 117 11 1/2* 8 111' 8 11C 5 1/2' T. LM - 1 •e7 2r-r 10 r 1 Er 3 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 7.Z6 it 1 Sheet 3 FOR A HOME REMODEL PROPOSED FLOOR PLAN Brian Vo Residence Dra \) =Dm o (9).!i6): /006A 1\ 0 ) C eilL‘■/)-r .\/ 2 - 5 3C 172S - 23 II II SCALE: r-cr Irl Arl • 11 111 111 rig WET . 11 1011•11111•111111•11111MIIMMIIMMIIIIMIIIM 11111•11111M1•111111111•11111111101111111MIIMINI 1111111=1111M1111=MMINUMMINIMI RIC: :WM I 61 I" 1 1 74 FA " 1111•1••11111•111M111M1111111111111•1111MME 111•••••11=1111MNIMIIIIII/MIIMMIIII IMIIIIIIMEN•111111111•MINIMINIIIMMIMUNIO M1111•1•111MIIIIMMMIIIMMIIIIM•111•1 •.masaissammanammumualaiamam 4— .-r AsE r /6 .31 fL ss - ' 1 / Ji ii 11 11 lI ii End of NEWdeck NORTH ELEVATION SOUTH ELEVATION SCALE, I •■••■••••■■••••••■••••••■••■•••■•••■■•■•••■•••■•••■■•••■•■ MOIM=11•101•1•1■01•1•■•••■•••■••■■•••••••••••••••■••■•••••••••■•••••••• 11•1=11•M.M■■•••1■1••■••••••••••■•■=1”••••••■••••••••••■•■• IMII••■•••■•••■•••■•••=1••■•■■•■•■•••■•••■■•••■■•••■■••■ ••■••■••■•■••■•••■••••••1•Z•••■■••••■•0•=1MIMMIMIMM• ••■■■•=”0••■■•••••••••■••■■■•■••■■••■••■•••■•■■••■ ••■•••■•••■•■••■•••■•••■•■•■•■■••■••••••■••■■•••■ •=11=11•W•1•••••■■•••11•■•••••••■••••■•••••••••••• •••■•••■•••■•••••■•••■••••■•••■•••■•••••■■••=.1114M•P •■■■■•••••■■••■•■■=1••■■■■•■■••■■••••■•••■■•■•■•■• ••■•••■■•■••1■•11•=/•■■••••••■••••■•••■••••■•q•••••■ tm•■•■■■.wmagmmommana” ••••• I EA . 11 eljr rir=1 • 1 Ver. 1 I ••••■■•■■•■•••■••■••■■■•••••■•■■■■•■■ 1•1•■•••••••••••■•••••••■■••••••••••••■•■•• MMIIIMMIM11.1.■•••■■=11••••••••••■•■ /1■•••■•••■•■■•••■■•••••••■■••••■• IIIIIMEMIIMM•1•1•■•••1•1•MMIL•NILM••••■MM, ••• MINW•■•■■■•••■•• ••••••••••■■•••••■••••••110••••=1 1•••■••••••••••■■■■•■•■■••••I sou.e ur 1-47 EAST ELEVATION Ill NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR1HAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. • • NEW 36' high Cedar guardrail NEW deck SCALE 1tr =E-Cr Existing deck ` / NEW 36' hgh Cedar guardrail /1, NEW deck \ t L ii T\ NEW PT 6x8 HF#1 NEW PT 6x6 pests w/CB66 & CC66 NEW 18' diameter round footing Minimum 18' bebw finished grade U u Tie beams w/NEW MST30 Existing PT 6x8 Existing PT 6x6 posts w /C866 & CC66 NEW 12' gahanized thru bolts, nuts & washers 24' o.c. (3 minimum) NEW PT 6x6 posts wA3C66 Existing 18' diameter round footing SECTION A -A 1 uv NEW PT6x8HFtt1 7 NEW PT 6x6 pasts woC866 & CC66 NEW 18' diameter round Tooting ii u Minimum 18' below finished grade NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR1HAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Sheet 5 FOUNDATION SHEAR WALLS 718-= r-o !olio stociot UNDER OFEAR01.1. AB OAF Th MAIN FLOOR SHEAR WALLS IE =1 �,,.. L ESONATIGtb .I.TJflH! NEARNA L ABOVE 1. �A1 1 mil ida Uor UPPER FLOOR SHEAR WALLS = r-0 NOTICE: IF THE DOCUMENT IN OF THE DOCUMENT. N THIS NOTICE IT IS DUE TO THE ri-4To el•EAMINGI OMR NL SWAlakLL. IINLZ ET (2) plid00• TOP • POTION OF tINNOC'I FLAT LIX's MEW" SIWAP LCCATI1 Sheet 6 • Sure 24, 2zooG i Vo Kes∎ e De s�.�� C oc4e... Z.j . ZEC �C'Slc�c,n lo.' Thes79(N —oD.as Des y∎ Eu ld SerViczs, 360. - ?93 ; a65cj . Ex.pastAre.. 6 WoQA strLic r,1 panes re 2 J U= U O co 0 W I J N Lt. WO g • J u- a = W _. I- O Z ~` D O o N ww H U . u. O fir Z U =, O /- z zoos V Reside 1� 2 _.._._. _ ._. 0.0 to. 55 1- 1,,_o.C5,_G .22. ,.42% 37. 2.93 t . $. �q.Ls...b�- .So. y..1..Fr =� 6,5014- Mai n /._ gas err e. * Flc) 3_.._. 5. 67 ('.r a5 1 F8, l�l�C�� 443e5 S, JUnks . _...__.._ 7.21 2-9 12.9 - B "69-C6 ,33)... 56.22.ft s�5?/-1- ... 28? Z�? 3!5 3so 315 350 1 -9 9111= K0'$X0'L)o1 +( °'3)(illi)o/ - .0 1, Ls '3 figs E'5z }(II,'t )21 Q) s z 1� -9Lfi9 - Chs 9 ) SI 5 , 11 ...... r E.5 40bLS / / / / / / /_ / /// 013 'Et ).51 krom _- .0 0'$)(0'01)01 ays. _ p ., . 9;JCo , . L701 ... .... rcr- -1 LID X122 ash +5 4-2,.091 ros A lob = 621+9.41..- -12L - _. —�� . ,adan . tsba `1S_.``. om 3-001 'v∎bye 4 g�oz 141-a, ;t ? �LIr�C 24, 2o'== Ls os .._-}'_ _Ear+ . alL........ V= .0,.110 .. \ --L (646 f 5340 ± S + S 4 too= (o9t-0 V= 0.I1b So"1+ 96 5340 Z.. Soo = 1112 ckc r•.y.. I�l 66(0,1.10)- . 16t- c)...5-er rNZA.' Fl st. o r ... __ V - o. no 5 _E oli:L_ R .. �.r.... Son .... V._=. ..4- 0, ?-‘6 ..... Res G1er, O 53 � q + Z +$69 1-1t2.= 12I2tk 18I21 - .1G Qa n ICS S. 5. zs' 19641 /''x } . _ .. r j I�r7��a- ?°.�5�....IGS.SInm�t .. A3.o7. b 1+) •F 2-550 ?si. (5 bo�'. .∎r.. ...l-� er 1 z re W U O N o. Ill J am. W O co = d F Z O Z I -' uj W o — W uj u. Z LLI co O ~ Z • Z(An Q. zc o Lo 1 Vo R.es, d ev ■csz o, z, a II+ . _.... . ._._.. .. � (3. o) ( o ,_ t z is ,A ,c-z_ssQ)(t.s. 3 — l o ... _._. .3(2.5 5.0) L.L5. ) - - .._1. 0, 5C1,5)Lzs5 o, S Z= = 4n8 i, 815(0,5)0.5)(2s5t -$t ___- ...._ " .....3...x(3..07 (LAY) ..._`..... M oAe. - TAT' s ' 0,414 (0, 5) (1 „5) (2S 5o)- Z1_6* I.% 56,5)63)(2s5a 3. 7- ( , (5)0,0) S S, 13an z C4 w 2 6 J U '. 00 • O • uJ J CO u. w J U- Q. _ d F- _ I- -O Z I- 2 • o U .0 H w W • U w z 0 z 0.5- 1 ' . 3. o (22. ) ..... - �$3 Z:? -2_04 l/ 2,4 �o Res, kern ce. Ext, S1 --Qh r -r- 51•o a r%-r \\ A.c.. S. V z , Z re 2i a. . .0 ' N W =' N LL W O: J LL Q' co d •I w ZF.. • ' H 0. Z H- U � :O N. .0 H- W liJ. 9- 'a • til z: . W. H O • 3Li\Q a4, uorc ? 4 ti 'gesic\ ef\c.e,_ d esT5n 60. S . Ea.Alcs ... - 74 •Z • • '11 Z, it 2 C.) 0' U) COW; Liii t u 0 g < P.. 3. • I. Wj z 2 D n 01- 'I 0, r -. r" .— 0. 1 c o, I' 0 • Q1-7 01-4 SHEATHING 1/2" Sheetrock NAILING 5d Wallboard 07" o.c. 5d Wallboard ��4" o.c. END STUDS (MIN) (1) 2X4 PLATE NAILING | Row 0 _ 14^ - 1 Row © 1l" a35 xn 3'-0"o.o. " ' 1/2~ 0 6' UNBLOCKED 100 125 BLOCKED 125 150 1/2" Sheetrock G1-4+ 5/8" Sheetrock 6d Wallboard 04" o.c. () 2X4 (1) 2X4 1 Row 0 9" 1 Row 80 7" 2'-6 1/2" 0 6' 145 175 G2-7 1/2" Sheetrock 5d Wallboard 07" o.c. 1'-9''u.c. /2" @ 6' 200 250 G2-4 REF ApA TT-100 S1-6 1/2'' Sheetrock Wallboard ©4"�c. 2- 1 R ow 0 5" V-5"o.c. | 1 ' 300 ^ _ 60O Lb TOTAL � _--_'______ - ______ - ________________--____ - 2`-0" or wider LATERAL RESTRAINT PANEL • 515 Lb/ ft. ooed on APA T20011-56 & Draft 156 dated June 17, 1994- higher vumoo are allowed based on HD design. ALL WALLS BLOCKED �� -- --------- ' ' ' � 7/}G" 0513 Ed Nailing 8d @6''u.c. or 169 Staple K%4' 2-2k4/1-2X6 1 Row @7" HF � � 1/2" @ 8' | 215 1/2" @ 4' 310 ^ 260 388 S1-4 7/1G" 03B 8d ©4''u.c or 16g Staple ©2.5 2X4/2X6 S1-3 7/16" OSB 8d ©3"o.c. 2-2X6/3-2X4I 1 Row @4" 5/8" @ 1.7' 400 490 5/8" 0 2.5'*** 630 77° S1-2 7/16" OSB 10d 02"o.c. 8d ©S"o.c. or 16U staple 04" 1-DF112-4x4 3-2x4/2-2x6 2 Row 02.5" 1 Row ©3 S2-6 7/18" OSB 5/8" 0 1.5' 430 r ....S.? . S2-3 /i�._O�B 7/16" OSB 8d " \ 5 " 8d 03"o.u. ' 4�� 4-2x6/1-4x4 --2- '' - 2 Row @3.5" G"o.o. 5 _--G2O___| _ 5/O^ 0 800 980 S2-2 7/16" OSB 1Od @2"o.c. 1-DF#2-4x6 2 Row @2" /4 5/8" @ 1.3'*** 1260 1540 Unit Shears w/o DL Unit Shears w/ DL .. Hold Down Schedule - Simpson or Equal ' ' ' HD w/l HD w/2 . � HD O' Wall HD 0' Wall story Stories Stories Tension • ' � A35 A35 - Detail 4 in Simpson Catalog 450 • . lb @ 1:33 H1 HD22** H1 - TrusS to top plate lateral 415 1750 2210 lb 0 1.33 lb @ 1.33" lb 0 1.33** HPAHD22 - 6" wall © outside corner 164 146 264 364 HD22** HPAHD22 - 8" wall 0 outside corner 254 226 354 454 STHD10 2880 lb 0 1.33 STHD10/STHD1ORJ-6" wall (0.5" f. outside corner 295 262 395 495 STHD10 STHD10/STHD1ORJ-8" wall ©1.5" f. outside corner 306 272 406 506 2990 lb @ 1.33 STHD10 STHD10/STHD1ORJ-6" wall 010" f. outside corner 326 290 426 526 3185 lb © 1.33 • STHD10 STHD10/STHD1ORJ-8" wall ©10" f. outside corner 382 339 482 582 3725 lb @ 1.33 STHD14 STHD14 STHD14/STHD14RJ-6" wall ©1.5" f. outside corner 440 391 540 640 4295 4430 lb 0 1.33 lb 0 1.33 lb 0 1.3 STHD14/STHD14RJ-8" wall 01,5" f. outside corner 454 404 554 654 STHD14 STHD14/STHD14RJ-6" wall @14" from corner 4.93 438 593 693 4805 STHD14 STHD14/STHD14RJ-8" wall ©14" from corner 593 527 693 793 5785 lb @ 1.33 1 H D Q8 HDQ8 w/ 7/8" SSTB28 730 649 830 930 6295 lb @ 1.33 • ST72 w/ 4830 6720 lb 0tGU lb @ 1.60 5U 455 611 711 MST72 @ rim 595 528 695 795 • _ C .....,, ( ) 5 ) \„_,, ( 6 ) 7) 63 _ Design Build Services, Inc (360)193-966'3— Shear Wall Schedule — Rev 5d — 12/27/05 NOTES: Based on 2003 IBC and Industry Standards HF for wood material u.0.(\ x|-x wall is sheeted on one side. x2-x is sheeted both sides. Hold-downs ore based on 2004 Simpson Homfir Values, 'foenail use 0 rim to top plate squires 20% more nails than plate nailing values given 0 top plate. Toenails 0C1-7/4 only Per 2385.3.3 H:W ratio 2:1 max for dhuutro/k walls. All wall sections w/H:W ratio of 1.5:1 to be biockod. Sheetrock walls not allowed in odomlc moo E. Anchor bolts for Hold downs are to be A307 bolts or threaded rod with 2 nuts (jammed). Win. Embedment length to be 12' In the footing. Simpson SST bolts can be subsituted per the Catalog call-outs, Reber is to be within 2" above and to the side of the head of the bolt and Simpson Strap Hold-downs. Gypsum Wall Nailing is for all supporting members & wall to be unblocked unless noted o(hn*km All 0SB/P|ywW walls to he blocked and hove NIn field nailing # 12" c.c. . "A35 0 top plate only required U Rim Joist is flush with Sheathing or 0 interior wall 1k canna: be toe-nailed. 44 1022 0Him Joist - 2x6 - 2.208#, 2x10 - |.840y. 2x12 - 1.472# - compare to above le use lowest value. us 3x Avdsi|| Required. Jx wall plates are required if sheeting is spliced on the plate. If spliced on rim double rim required for I 1/2 nail penetration. Note mudsN snem can he different than the wall above, see calculation summmysheei All walls with shears over 350&/k requIre 3x studs or blocking at panel joints. Double studs can be substituted when nailed together at shear wall nailing with 10N nails All anchor bolt spacing between 3500/ft and 60O#/8 has been reduced by 50% to allow use of 2x plate. If 3x plate i used bull spacing can be doubled in these cases. A[L ANCHOR BOLTS TO HAVE 2 WASHERS 2305.3.10. • o co CD u_ u j 0 . Z �� 0 �� 0 I-- r. ��. 0 z FORSMAN ENGINLrUNG 35929 23rd Place South FEDERAL WAY, WASHINGTON 98003 (253) 815-9182 Fax (253) 927-8636 peret P 1 I 1 I 1 I I 1 1 , i 1 I I PRODOC1204•1 (SID* Sheets) 205-1 Padded) I 1 ' 1 I 1 I , 1 ; 1 i .... C cl •• II I rPfow kt1 S I I 0 j t I t '771" 1 I 4 Npsz q.,16 , a 1 l • - .)-1-2.• 1 ,_ t )11 ) 5 1 j 'V.■4" - • ) )-V ) kitS JOB SHEET NO CALCULATED BY CHECKED BY DATE . _ S ALE Pig V% Apr KAR COM PL.13-4,;(-U 2.5 200,5 OF 1 DATE .._271"1 .4 c I •-%. ; 1 1 41 1 C/6 RFCEIVED CITY PF TUMILAN 3 • MAR 2 2ud5 . 1 PERMJT...dEN1 • "rri,:rwrz ' r' . , ill WoodWorks® sornvAstE ?OR WOOD DESIGN COMPANY Feb. 19, 2005 09:36:56 PROJECT 'Est_ Beam6 Design Check Calculation Sheet Sizer 2004 LOADS: ( lbs, Init or pit) Load Type Distribution Magnitude Start End Location (ft] Start End Pattern Load? f d f 1 Dead Live Full Area Full Area 14.00 (16.0)* 40.00 (16.0)* No No *Tributary Width (in) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 0' 15'-6" Dead Live Total Bearing: LC number Length 172 413 584 172 413 584 2 1.0 2 1.0 Lumber-soft, Hem-Fir, No.2, 2x12" Spaced at 16" c/c; Self Weight of 3.49 0 automatically included in loads; Lateral support: top= full, bottom= at supports; Repetitive factor applied where permitted (refer to online help); Load combinations: ICC-IBC; SECTION vs. DESIGN CODE NDS-2001: ( stress=psl, and in ) Criterion Analysis Value Design Value Analysis/Design fv/Fv' = 0.30 fb/Fb' = 0.88 0.58 0.55 Shear Bending(+) Live Defl'n Total Defl'n fv = 46 fb = 859 0.30 = L/621 0.42 = L/439 Fv' = 150 Fb' = 977 0.52 = L/360 0.77 = L/240 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 850 1.00 1.00 1.00 1.000 1.000 1.00 1.15 1.00 1.00 - 2 Fv' 150 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fcp' 405 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.3 million 1.00 1.00 - - - - 1.00 1.00 - 2 Bending(+): LC# 2 = D+L, M = 2265 lbs-ft Shear : LC# 2 = D+L, V = 584, V design = 514 lbs Deflection: LC# 2 = D+L EI= 231.37e06 lb-in2 Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. • WoodWorks® SOFTWARE FOR WOOD DESIGN COMPANY Feb. 19, 2005 09:41:38 PROJECT Beam? Design Check Calculation Sheet Sizer 2004 LOADS: ( ibs, psi, or p11) Load Type Distribution Magnitude Start End Location [ft] Start End Pattern Load? w d Pd P1 Dead Dead Live Full UDL Point Point 80.0 227 650 6.00 6.00 No No No MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : .. n•r :.L .hit:" ni �. ;;4. +Rii�:�f F, , y 't: }r ( ��s t '4� Sv.a. vti a' I " . •. "¢ rl. cs'n�% " .^ r rH � . '� : f 1 .:r l' j T r :,,T, 1 i i 'l_ . ., t YS.t � . . ,.,. ,, 4t, yes r r r }; e-r i 7414 z '%;S' r .. r i , s;��•.t't7�) • '7 ..... . I.I , c ; .. h •{r "aCGy i, «;J,S 0' 15'-6" Dead Live Total Bearing: LC number Length 840 398 1239 789 252 1041 2 1.0 2 1.0 Lumber n -ply, Hem -Fir, No.2, 2x12 ", 3 -Plys Self Weight of 10.46 pit automatically included in loads; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -2001: ( stressapsi, and in ) Criterion Analysis Value Design Value Analysis /Design Shear Bending( +) Live Defl'n Total Defl'n fv = 34 fb = 733 0.12 = <L/999 0.33 = L/569 Fv' = 150 Fb' = 977 0.52 = L/360 0.77 = L/240 fv /Fv' = 0.23 fb /Fb' = 0.75 0.23 0.42 ADDITIONAL DATA: FACTORS: F CD CM • Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 850 1.00 1.00 1.00 1.000 1.000 1.00 1.15 1.00 1.00 - 2 Fv' 150 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fcp' 405 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.3 million 1.00 1.00 - - - - 1.00 1.00 - 2 Bending( +): LC# 2 = D +L, M = 5801 lbs -ft Shear : LC# 2 = D +L, V = 1239, V design = 1154 lbs Deflection: LC# 2 = D +L EI= 231.37e06 lb -in2 /ply Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. (D =dead L =live S =snow W =wind I= impact C= construction CLd =concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 3. BUILT -UP BEAMS: it is assumed that each ply is a single continuous member (that is, no butt joints are present) fastened together securely at intervals not exceeding 4 times the depth and that each ply Is equally top - loaded. Where beams are side - loaded, special fastening details may be required. 111 Z I- z W 6U 00 fn 0 to J I.- t) uL W gQ N d = W H = Z I^ I 0 Z 1- W iv • O U O N 0 1- w W O .Z W U= o H z WoodWorks® SOFTWARE FOR WOOD DESIGN COMPANY Feb. 19, 2005 09:35:39 PROJECT .1 4 L t Beam8 Design Check Calculation Sheet Sizer 2004 LOADS: ( lbs, psf, or Of ) Load Type .Distribution Magnitude Start End Location Eft) Start End Pattern Load? f d f 1 pd pl Dead Live Dead Live Full UDL Full UDL Point Point 14.0 40.0 101 60 12.50 12.50 No No No No MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) v4 _ . ,'A't �: :�l' r:j;:J: Iij ii r..!: ' :1 fi.41i .+ b,y.•'j4Sf NCI. a /} '1: I. {• I , q 7f .4r�. a .1 > 'i i 1.; - : 4..�}`! � H51'.,yt :33 ^r \ 'ry »,..:1 ?A'+"•C Y � - i f '�yY i k'(�t � .�; 4 lk, f r L b 1r 'f r. '�'i; 7, >, , r I . 7;. p it r ; t) 'Ifbirr. � .. ., f . r .t ,� n . J7 *, i . x . 0 15'-6" Dead Live Total Bearing: LC number Length 155 322 477 217 358 575 2 1.0 2 1.0 Lumber -soft, Hem -Fir, No.2, 2x12" Self Weight of 3.49 Of automatically included in loads; Lateral support: top = full, bottom= at supports; Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -2001: ( stress =psi, and in ) Criterion Analysis Value Design Value Analysis /Design Shear Bending( +) Live Defl'n Total Defl'n fv = 46 fb = 749 0.24 = L/763 0.37 = L/497 Fv' = 150 Fb' = 850 0.52 = L/360 0.77 = L/240 fv /Fv' = 0.31 fb /Fb' = 0.88 0.47 0.48 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 850 1.00 1.00 1.00 1.000 1.000 1.00 1.00 1.00 1.00 - 2 Fv' 150 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fcp' 405 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.3 million 1.00 1.00 - - - - 1.00 1.00 - 2 Bending( +): LC# 2 = D +L, M = 1976 lbs -ft Shear : LC# 2 = D +L, V = 575, V design = 521 lbs Deflection: LC# 2 = D +L EI= 231.37e06 lb -in2 Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. (D =dead L =live S =snow W =wind I= impact C= construction CLd= concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. p 1 z �W w2 O 0 W � CO J H CO tJ. Ui 0 Y- u_ ¢ N z � Z O uj U Ci O N CI I- W W rn .. z W U = " O~ z BEDROOM #1 r - - - - -- WALK-IN CLOSET , 0 ,,,,,,,,, ►11,1,1, (11,11,, 1 „►, I r FAMILY ROOM JP” 4 ,A, �c r Ti t>v 4 4 I • I , 1.l ICI 11.1.1111104110.1.1.111 100 10011i,1111 ttI , tlII111tt►tWOt't1I1 • 10 0 MECHANICAL DUCT BEDROOM #2 CLOSET u.- ,► rt, I% 10 00 0001 ,1rhrlr /,ltlgt/,/r1q,ttitettil ttpl /t1 , ►44'►'AJJ►' ,,,, ,r,,•,,,,,r,,,,r,,,,,,,,,,,,,•, 610 iiiitititi►'riritirl rrtp'itpit tit tiiirtitiytpiiirit'rr l'1iliriiit'irtit'r't'itiiiit til ■ 111111111111111111111111111 t11Q11L1111111111111'Q11 : BEDROOM #1 r - -- - - WALK-IN CLOSET - a iiPhO BEDROOM #2 CLOSET MECHANICAL DUCT 17( T?(. P • Pe FILE COPY t M{I; fgT1_ Codes: 2003 International Building Code Loads: Roof Walls Floor Wind Seismic Foundation: footings walls FORSMAN ENGINEERING 30014 2 Court South Federal Way, WA 98003 (253) 815 -9182 STRUCTURAL CALCULATIONS for Vo Residence Remodel 13714 43 Place South Tukwilla, WA 98168 Project #04042 ©2004 Forsman Engineering 15 psf dead load 25 psf live Toad, snow 10 psf dead load 14 psf dead Toad 40 psf live Toad 85 mph basic wind speed, exposure 'B', Importance factor 1.00 simplified method seismic category D, Importance factor 1.00, simplified method No report prepared, all values assumed 2000 psf allowable bearing pressure 0.35 lateral sliding friction factor 35 psf /.ft equivalent fluid pressure REVIEWED FOR CODE COMPLIANCE MAR 2, 5 2005 City Of BUT.LD ;,,; z DW' ISION PERMIT CE The items designed herein represent the entire scope of str g p p ral;inve �eFfe ed. No other portions of the structure have been reviewed. These calculations apply to the location specified above • 04042CALC RECEIVED CITY OF TUKWILA OCT 1 !004 Page _ of ) 1 2 D04 -383 NTER z if— rr� _i 00 0 J U) LL w u_ < = • a � z = • r-- F- w • w 0 O N o E-- w W • O w z O 1- z FORSMAN ENGINEERING 30014 2nd Court South Federal Way, WA 98003 SCOPE OF WORK Forsman Engineering was asked to provide a review of major framing members for a wood framed single family residential addition. The roof framing is primarily manufactured trusses, the floor framing is either stick or TJI joists, and the foundation is typical concrete strip footings with a crawl space. The attached calculations are to be used as a submittal for one potential building site. The cover sheet should have an original signature in blue ink over the seal. Forsman Engineering will use that degree of care and skill ordinarily exercised under similar circumstances by members of the engineering profession in this local. No other warranty, either expressed or implied is made in connection with our rending of professional services. For any dispute, claim, or action arising out of this design, Forsman Engineering shall have liability limited to the amount of the fee received by Forsman Engineering. Questions regarding the attached should be addressed to Forsman Engineering. Arnold E. Forsman, P.E. Forsman Engineering forsmanengineeringfacomcast.net 253.815.9182 z Z• W U 0• N o w= J 1- N LL tu g = CJ I -w H- • 0 • w ~ • U� 0 (12 o U H H- u' O Z U = O ~ z 4. wc._. 11 «!. 1;. .:�.�,:'+.....�.:i..- ,..;.... -. • • • • • • • • • • • • • • • • • 1 A / A 1 1 1 /' 1 ► v -4'1'1 Y '1'11'1 / 1111 l 1 ►1 t 11 t 1 / 1111t11 /'1'I f'1'1 /'1't' ' 1111,11't it ►1t /1'11 t' ' t't'tY t't l'it 11 711 J 1 111l 1 ► / ► ► 11 ► ► ' ' ► ►t1 �� ► l t 1 zer = 0 re- Vse- t'E Z Co x Io c c.// 1 -4-Lye shpt. vc.v.t)i the ce, BEDROOM EGRESS WINDOW NOTE #5 BEDROOM #1 - -- WALK-IN CLOSET w/ 1 NEWT -6" x 6' -8" DOOR 104 FAMILY ROOM NEW T -6" 6' -8" DOOR ►'►hhtl'P►h'►h't1' 1 ►Oh4 NEW 6'x6' -8" DOOR G Cw?$4-ru c�- Use '� '�Z G x e 4 51' e- sties -�.� E ( ` -- Kx 8 1 7S r i -Ac.2 3' -D" x NEW T -6" x6' -8" DUO NEW T -6" x6' -8" DOOR BEDROOM #2 1 fie. 5N ,ea wrt at-I- t hsi a -fq ce c9 1)3c. ` Z i-hc.B BEDROOM EGRESS WINDOW NOTE #5 CLOSET S.D. 0 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR - THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. M 17 (.. Cetv •FORSMAN ENGINLERING 35929 23rd Place South FEDERAL WAY, WASHINGTON 98003 (253) 815-9182 Fax (253) 927-8636 ( Z izet4 (A,.. t JOB . SHEET NO OF CALCULATED BY DATE CHECKED BY DATE SCALE 'T S (7-- -/! I:7404A 1,■.1 -- 1 iief Log' 94- -r 4- re11 z /Us Doc.it 7-- 40 ... . ' 1 re 2 00 w 0 (ow WI CO u_ ° 2 < I I- Il Z I-- 0 Z W w 0 0 ui 0 I— W ro co 0 z F( MAN ENGINEERING 35929 23rd Place South FEDERAL WAY, WASHINGTON 98003 (253) 815-9182 Fax (253) 927-8636 JOB 5' SHEET NO CALCULATED BY DATE CHECKED BY DATE OF 4 4, ”, • I I I I . 1.. . 1.0 k r Li l .11........,t..,,,,rn 1 • • t , Nd )d Y. 4, z: r tr ... • ki , $., Y- 1 Z.... ::-. Z:% -1 • I T . ux LI te , 1 r 1 z;n p- - 4 - - Z J ■•■•■■••1 L I .1 i. . .. _ { t f . 17./.1 Y CO' " - ....... ... " F( MAN ENGINEERING 35929 23rd Place South FEDERAL WAY, WASHINGTON 98003 (253) 815-9182 Fax (253) 927-8636 JOB 5' SHEET NO CALCULATED BY DATE CHECKED BY DATE OF 4 4, ”, • FORSMAN ENGINEERING 35929 23rd Place South FEDERAL WAY, WASHINGTON 98003 (253) 815-9182 Fax (253) 927-8636 JOB SHEET NO CALCULATED BY DATE CHECKED BY DATE z 1 z u 4 — 1 0 O 0 • W Liii Li- - J CO w 2 g 5 u_ I S I-0 Z I— W • W D 0 C.) O — LU O I— I 0 - 0 z w 0 z foskt..<4.0,4;?..v.:•;4?......4..1' • ..9.0.14dr./....44—• ' • 5. % -i Ce r ,,,,A-L , g f t>" 1 -- - to c 1/4 .1Yrz 4.i. IS — I 1 s oprekrtd.-75 .6 .1 c.) c-r . . .t. pi • 1 7 - P / I f sic Lkr" ) C . ........ .. 3 ..1 7 %' 1 : - :e••• ........ .... .... .. ... ........ j i 1 1 1 Le ') v-e E e-c•-vez ..7-t- , 4-1 1. P ) — •,/ lit 1,-,1 ' 6'1 a c i ()cr.. •±-`.° •.,,,.4.:.. -S • t i Y1.45* (JAL, i.i. ..Si ' IZA kJ II. c...r±rte2,-4.- t'IT a . I. . FORSMAN ENGINEERING 35929 23rd Place South FEDERAL WAY, WASHINGTON 98003 (253) 815-9182 Fax (253) 927-8636 JOB SHEET NO CALCULATED BY DATE CHECKED BY DATE z 1 z u 4 — 1 0 O 0 • W Liii Li- - J CO w 2 g 5 u_ I S I-0 Z I— W • W D 0 C.) O — LU O I— I 0 - 0 z w 0 z foskt..<4.0,4;?..v.:•;4?......4..1' • ..9.0.14dr./....44—• ' Z z '~ W c 6 0 00 co 0 J = Ir- U) LL W QQ LL Q CO 3 = W Z = Z O W • W U � O N o 1- W W O iii CO O~ z COMPANY Sep. 17, 2004 17:51:39 PROJECT -', Beam 1 Design Check Calculation Sheet Sizer 2004 LOADS: ( ibs, psf, or Of ) Load Type Distribution Magnitude Start End Location (ft] Start End Pattern Load? tot d tot 1 Dead Live Full UDL Full UDL 431.0 468.0 No No MAXIMUM REACTIONS (ibs) and BEARING LENGTHS (in) : • .. • p 4 1 6 Dead Live Total Bearing: LC number Length 992 1053 2045 992 1053 2045 2 1.0 2 1.0 Timber -soft, D.Fir -L, No.2, 6x8" Self Weight of 9.8 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -2001: ( stress =psi, and in ) Criterion Analysis Value fv = 54 fb = 535 0.02 = <L/999 0.04 = <L/999 Design Value Fv' = 170 Fb' = 750 0.15 = L/360 0.22 = L/240 Analysis /Design fv /Fv' = 0.32 fb /Fb' = 0.71 0.11 0.18 Shear Bending( +) Live Defl'n Total Defl'n ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 750 1.00 1.00 1.00 1.000 1.000 1.00 1.00 1.00 1.00 - 2 Fv' 170 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.3 million 1.00 1.00 - - - - 1.00 1.00 - 2 Bending( +): LC# 2 = D +L, M = 2300 lbs -ft Shear : LC# 2 = D +L, V = 2045, V design = 1477 lbs Deflection: LC# 2 = D +L EI= 251.36e06 lb -in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D =dead L =live S =snow W =wind I= impact C= construction CLd= concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Z z '~ W c 6 0 00 co 0 J = Ir- U) LL W QQ LL Q CO 3 = W Z = Z O W • W U � O N o 1- W W O iii CO O~ z i v. naY ✓ »:..i:s:W.:::f +i h:iw- +'v+1.. w:N *04 , , +k: g41 'r iiS«'nnitiA'�s:� na'i�a%n1ka1 COMPANY Sep. 18, 2004 10:35:28 PROJECT Beam1 Design Check Calculation Sheet Sizer 2004 LOADS: ( Ibs, psf, or Of ) Load Type Distribution Magnitude Start End Location [ft) Start End Pattern Load? tot d tot 1 Dead Live Full UDL Full UDL 431.0 468.0 No No MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : }. z 4 . s i { '� a � c, . i f s x e n 1 4 q' : i . i } , 3 �.q�aI,6 'rc t � -' r�u�'f' j ° 4 713 M ' I, t�R ig'. ,�{, ', y n as . i ,a �t'y& ,'L _ x � . � , t `' • .b '!.� . �.+ 'r, r T 'i.: ' a �• ,S a . 4 n ,.r •.+, ' W i ....„ ' :: : f r ' ' ., , a ; � 'K':r sG ;; r ,, ` 5:: r �. t. ' < 4 �y° r r pY j " k� . ti4 , . ° 4i..i .4.4'.i.':ftd fju. T . . �.. roY t�F=+ ':, k. {e r��LY.- {. . «. A 4 , ,,r,•,,�� • ' c " c,,,� iy ,� � r tER ' " .. ct� . r t Y : 1 WA .. ' +. Q w i 7 : j y� Al, � 4:. lJ I II' _` "'1\ • � S • r � ti 4 � Z. 5. � .1 y /� " t�• :�3Y ' �:•• U'� { P� ' ' yC •�.�.'' -1 1 " .. K_.L.r.' .• a1 tt, t,+lF f ', . a).:� 4 C .'.r• �� ' ± ,i li/,iF- � '"'� 5 : z7• . , �j , � t A ��' �,,' .7 h. i fi ` „ - . �� w', : l ztizA dA fC. � 1l � S tl '-�r' K � •;f;.aS' lam' F t•i ,�, J . " t , : . r r F ? ,," P` 'kt 1 'i' r j " . k t e ; ".";t r ( ;M ?s : F ? . '' _v. ; 'r,• . k: . -4.= al � k ,!„., � l : ': SSf. d .. f 4 - 4/ 4 3 '-- . • 0 ' 4 ' -6 " Dead Live Total Bearing: LC number Length 983 1053 2036 983 1053 2036 2 1.0 2 1.0 Lumber -soft, D.Fir -L, No.2, 4x8" Self Weight of 6.03 plf automatically included in loads; Lateral support: top = full, bottom= at supports; Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -2001: ( stress =psi, and in ) Criterion Analysis Value Design Value Analysis /Design Shear Bending( +) Live Defl'n Total Defl'n fv = 88 fb = 897 0.02 = <L/999 0.06 = L/926 Fv' = 180 Fb' = 1170 0.15 = L/360 0.22 = L/240 fv /Fv' = 0.49 fb /Fb' = 0.77 0.16 0.26 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 900 1.00 1.00 1.00 1.000 1.300 1.00 1.00 1.00 1.00 - 2 Fv' 180 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Bending( +): LC# 2 = D +L, M = 2291 lbs -ft Shear : LC# 2 = D +L, V = 2036, V design = 1490 lbs Deflection: LC# 2 = D +L EI= 177.83e06 lb -in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D =dead L =live S =snow W =wind I= impact C= construction CLd= concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. i v. naY ✓ »:..i:s:W.:::f +i h:iw- +'v+1.. w:N *04 , , +k: g41 'r iiS«'nnitiA'�s:� na'i�a%n1ka1 Z ;= z re W QQ = J U 0 w o CO W J N W O rr g J ur N � = a �.W Z = HO Z I- W U 0 O - CI 1- WW H 0 . LO .. Z W U= O~ Z COMPANY Sep. 18, 2004 10:39:27 PROJECT Beam2 Design Check Calculation Sheet . Sizer 2004 LOADS: ( Ibs, psf, or pif ) Load Type Distribution Magnitude Start End Location (ft] Start End Pattern Load? fld fll Dead Live Full UDL Full UDL 459.0 548.0 No No MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : • • 0 ' 5'-6" Dead Live Total Bearing: LC number Length 1296 1507 2803 1296 1507 2803 2 1.0 2 1.0 Timber -soft, D.Fir -L, No.2, 6x10" Self Weight of 12.41 plf automatically included In loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC -IBC; SECTION vs.. DESIGN CODE NDS -2001: ( stress =psi, and In ) Criterion Analysis Value Design Value Analysis /Design Shear Bending( +) Live Defl'n Total Defl'n fv = 57 fb = 559 0.02 = <L/999 0.05 = <L/999 Fv' = 170 Fb' = 875 0.18 = L/360 0.28 = L/240 fv /Fv' = 0.34 fb /Fb' = 0.64 0.12 0.18 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 875 1.00 1.00 1.00 1.000 1.000 1.00 1.00 1.00 1.00 - 2 Fv' 170 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 . Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.3 million 1.00 1.00 - - - - 1.00 1.00 - 2 Bending( +): LC# 2 = D +L, M = 3855 lbs -ft Shear : LC# 2 = D +L, V = 2803, V design = 1996 lbs Deflection: LC# 2 = D +L EI= 510.84e06 lb -in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D =dead L =live S =snow W =wind I =impact C= construction CLd= concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Z ;= z re W QQ = J U 0 w o CO W J N W O rr g J ur N � = a �.W Z = HO Z I- W U 0 O - CI 1- WW H 0 . LO .. Z W U= O~ Z COMPANY Sep. 18, 2004 11:03:56 PROJECT p Beam3 Design Check Calculation Sheet Sizer 2004 LOADS: ( Ibs, psf, or pit ) Load Type Distribution Magnitude Start End Location [ft] Start End Pattern Load? tot d tot 1 Dead Live Full UDL Full UDL 98.0 280.0 No No MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : • • o ' 6'-6" Dead Live Total Bearing: LC number Length 350 910 1260 350 910 1260 2 1.0 2 1.0 Timber -soft, D.Fir -L, No.2, 6x8" Self Weight of 9.8 plf automatically included in loads; Lateral support: to full, bottom= at supports; Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -2001: ( stress =psi, and in ) Criterion Analysis Value Design Value Analysis /Design Shear Bending( +) Live Defl'n Total Defl'n fv = 37 fb = 477 0.04 = <L/999 0.07 = <L/999 Fv' = 170 Fb' = 750 0.22 = L/360 0.32 = L/240 fv /Fv' = 0.22 fb /Fb' = 0.64 0.21 0.22 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 750 1.00 1.00 1.00 1.000 1.000 1.00 1.00 1.00 1.00 - 2 Fv' 170 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.3 million 1.00 1.00 - - - - 1.00 1.00 - 2 Bending( +): LC# 2 = D +L, M = 2048 lbs -ft Shear : LC# 2 = D +L, V = 1260, V design = 1018 lbs Deflection: LC# 2 = D +L EI- 251.36e06 lb -in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D =dead L =live S =snow W =wind I= impact C= construction CLd= concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4,4.1. COMPANY Sep. 18, 2004 11:04:27 PROJECT 11 Beam3 Design Check Calculation Sheet Sizer 2004 LOADS: ( Ibs, psf, or plf ) Load Type Distribution Magnitude Start End Location [ft] Start End Pattern Load? tot d tot 1 Dead Live Full UDL Full UDL 98.0 280.0 No No MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : C"�'.' ' ?CS1T.C'. 1 y rt7 '°. c+ yr.4 °F?r. S C` w A i ' Y„ R 'd m tr -A l t iFtl att$ n 4z` f µ 7 � e ' y . . 1 , r T' ti � r '' � ' < - vi�..F,`...'6.; , fF,ti ?!aAi ,A yfi,,, �•;•'�. ' } '' ' � �.; ; X1`l �. �P a# !� " #: � ; � y ie `l r � ` R: + e, m S tiv',`�a+ ..r.ia+�� 'tt'AV • 0 , •ti' fr, X. ' ".S 1 'k, 1 ,, ..,;. : ..� Y . . 1' _.e TIT" ^ . ''•n' , t n ��" k . ;N: t " V; b '" e tt da futni L T t 4 :S 1 HS a r i ? 7 . ,a . � � : , t. • +' , r'$' k + � .t.. ry: ''= it si � ` x• t t.••',:: 1: $1' 8 e t y Py .+�' + ' .-i . {. {r. d. "� pct k w kk4''• '�4 N�, f` .. � ., J i +J= ' ;E '� {. ' . u �y.: S .�s a : �/1 Te 4' "..r�Ati •...., n v' s " 4 <r' i; �`„ R. . ' 'rrtr 8 ..: t 'Si',' � ", � fiJ r Y l r Fd x F�, _ .T'hn.tl k 1 # • { , .'' �.1. : . i ' 3dr� • la b y � S t r v... .. x i ar_ s '' ''' r 1 S , r 3 .. :RA., ab � ' AM,. �3't M� f s ■ . r - ^ a ka y ' . ' ;yti�' ; ,,. , N 1 � $. � . • . •.47 .t B g <, 1 L; y r� u ,. t.: . . y t ' v`A''., %`' x . k: . $i - 6 , 6 „ • Dead Live Total Bearing: LC number Length 338 910 1248 338 910 1248 2 1.0 2 1.0 Lumber -soft, D.Fir -L, No.2, 4x8" Self Weight of 6.03 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -2001: ( stress =psl, and In ) Criterion Analysis Value Design Value Analysis /Design Shear Bending( +) Live Defl'n Total Defl'n fv = 60 fb = 794 0.06 = <L/999 0.10 = L/792 Fv' = 180 Fb' = 1170 0.22 = L/360 0.32 = L/240 fv /Fv' = 0.33 fb /Fb' = 0.68 0.29 0.30 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# ' Fb'+ 900 1.00 1.00 1.00 1.000 1.300 1.00 1.00 1.00 1.00 - 2 Fv'. 180 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Bending( +): LC# 2 - D +L, M = 2028 lbs -ft Shear : LC# 2 = D +L, V = 1248, V design = 1016 lbs Deflection: LC* 2 = D +L EI= 177.83e06 lb -in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D =dead L =live S =snow W =wind I= impact C= construction CLd= concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits .are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Ji«' ✓4: wi... i; �. isJi: e, Lt.•« rt. "+�'iA1 +.'�r::J..�L:1.1rMi.�tr COMPANY Sep. 18, 2004 10:44:32 PROJECT 1 Z, Beam4 Design Check Calculation Sheet Sizer 2004 LOADS: ( lbs, psf, or pif ) Load Type Distribution Magnitude Start End Location [ft] Start End Pattern Load? tot d tot 1 Dead Live Full UDL Full UDL 228.0 250.0 No No MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : • 0 , P L l 4 R' ` �r 7�a . " r4; ,i ' , Jit .3'.la'rY m , --1:,.."7,, {' s � ' I � S , F -1.41%4 +, , ' 1r t ~ ' f T.rfiA `fjY� q � fLF. CCCT t P �4 a{:w R� Y: t��fi "} �j',y�, _.f,� ';'213;'" :*?N • +Ki ��aa� ,�(� (( \`� n �i�� yy Jy � . `4 EI . .,..��FiG4:['1 AtEK.`�i' S . °- '.��' ' , 1, ` ' P t ' �, i t i' e- :M ; r a + j7 . , t ' • ?( S T � V h S' � k r 1 T A .p , 3 �� N:� ..'rs�:*ti�'3. � s' :� 5��• ` "•i � Fh A f • L 1 ' { '� , $r j F G 4 J, fir., v, , _ „l. S:,_ '�. ,- l!��. ti ` r 4 0.q y� 4 ` f' ti 1 it "� - E - P r t r r ✓:r+ ' F , '1 .41 46 . S.: � 'It �SP ■� . L3' .f �' '' � • rt� , i i . H . j . T + 1 a�Y '(, 1 "'(� r�,� �tS$s+jl, Mir, IA A ' ,,, � ^',r i4� 1.. f 4.„,.1 , .Yr y. �`:' • 5 ' -6 " Dead Live Total Bearing: LC number Length 644 687 1331 644 687 1331 2 1.0 2 1.0 Lumber -soft, D.Fir -L, No.2, 4x8" Self Weight of 6.03 ptf automatically included in loads; Lateral support: top = full, bottom= at supports; Load combinations: ICC -IBC; . SECTION vs. DESIGN CODE NDS -2001: ( stress =psi, and In ) Criterion Analysis Value Design Value Analysis /Design Shear Bending( +) Live Defl'n Total Defl'n fv = 61 fb = 716 0.03 = <L/999 0.07 = L/948 Fv' = 180 Fb' = 1170 0.18 = L/360 0.28 = L/240 fv /Fv' = 0.34 fb /Fb' = 0.61 0.16 0.25 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 900 1.00 1.00 1.00 1.000 1.300 1.00 1.00 1.00 1.00 - 2 Fv' 180 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Bending( +): LC# 2 = D +L, M = 1830 lbs -ft Shear : LC# 2 = D +L, V = 1331, V design = 1039 lbs Deflection: LC# 2 = D +L EI= 177.83e06 lb -in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D =dead L =live S =snow W =wind I =impact C= construction CLd= concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. • Ji«' ✓4: wi... i; �. isJi: e, Lt.•« rt. "+�'iA1 +.'�r::J..�L:1.1rMi.�tr z _I- W U O No COW W I u_ WO 2 u. u. to 1 W Z = I- O Z I- W • W U � co 0- • I- W W H ~ u- F6 W U= O H- Z COMPANY Sep. 18, 2004 10:43 :23 PROJECT , Beam5 Design Check Calculation Sheet Sizer 2004 LOADS: ( lbs, psf, or pit ) Load Type Distribution Magnitude Start End Location (ft] Start End Pattern Load? tot d tot 1 Dead Live Full UDL Full UDL 228.0 250.0 No No MAXIMUM REA 0 ' TIANS /Ihs1 and REARIN(; I ENGTHS lint : ''..' � » w � yy '^d'SS' f' .� 1 , ,•- .d ., ,:.R + ' .'i' • ,tir, 'G^R1 -. s r,r i ,,� , r:i ; -,+ +fi x , t '`' .s ,)), " tti. �: _.) . { {{ y t,.1 h o x y R , . .t i t r • + '1tit•� �- !-� r i ♦ Y N � .�f I y +. / ' ', 'i� �' ` , l } .. A '' � : c t. / ;t• r i f t . - iE ( ! ( ' l.Y Y t'} � .�` t . N. 4 -h 'F• t ft w + .,1 'tf• ' .. y1' it T I O i ] } '1 5 4 Y .� +.,. ` ( • I. 3',.I� +if s 6' `^ 1 � � �'' ^ . ' � ,. `- '. t +�'' . A� � p P� , '� ;�i ' , .�. � *Of :. � �i � "' 1 �' . 7� .t. . .� ;� a Y . � r � 1 , � y .. a , � .Sfl "S�.wif..� 3a n 1l. • 4.,., 'q ' S 1, ` !`a.r- �Ft m �' • ,,, ' u'3!L�•T, " d , .L71S� 1,K { { �1 ( �, nSw, • ,'1i,1 � F ; 'T r� '1, ,M K 9 f i} a'T7j h Kp x ' • �• 2. Y• � ' l ' iCNutl� i r.2y. ; T V r ..l �. � y w � n Y Il�s -- -i �,m . • �fi "4- ia•" ?"fir"'!. �. " � r S ' t i • peC 1 ;�? .d7"''' , � • � �.. ,k.�, • , ; "F - ` �yA" :3 jiF/ 7 : �; y AV eM $ e 1 • ;lln .` 1y . • � ■ - y y �: �.yJ • �. • ]l} ,x1, • `F Cr. t {�,yS+ al +v P ' �' . I V�.p L-SI. , , 4 -i ' • +S.j.. � .i _�Y�ro - I y , A '� • ' } '": S.:T $ �'j •' Q.. ,a . tr. Wi, , i :N '� ' � �i �SF �`�f'�� ,+ r I M ' 4'''' t7 =d .y � Pk 7 n�.�4 • :f . t t a. r a I F e .t- •� •WF ".' t. b cq it 3t Dead Live Total Bearing: LC number Length 407 437 845 907 937 845 2 1.0 2 1.0 Lumber -soft, D.Fir -L, No.2, 4x6" Self Weight of 4.57 pit automatically included in loads; Lateral support: top = full, bottom= at supports; Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -2001: ( stress =psl, and in ) Criterion Analysis Value Design Value Analysis /Design Shear Bending( +) Live Defl'n Total Defl'n fv = 49 fb = 503 0.01 = <L/999 0.03 = <L/999 Fv' = 180 Fb' = 1170 0.12 = L/360 0.18 = L/240 fv /Fv' = 0.27 fb /Fb' = 0.43 0.09 0.15 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 900 1.00 1.00 1.00 1.000 1.300 1.00 1.00 1.00 1.00 - 2 Fv' 180 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Bending( +): LC# 2 = D +L, M = 739 lbs -ft Shear : LC# 2 = D +L, V = 845, V design = 623 lbs Deflection: LC# 2 = D +L EI= 77.64e06 lb -in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D =dead L =live S =snow W =wind I =impact C= construction CLd= concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. z _I- W U O No COW W I u_ WO 2 u. u. to 1 W Z = I- O Z I- W • W U � co 0- • I- W W H ~ u- F6 W U= O H- Z OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO .0.1100 — Z' 110110ff Assaf:a r g725�Z4t 1.1 cp. fr.;rfr.ff4,. PIECE CITY OF TU OCT 1 20 PERMIT CE ER 07 -03 -2006 DAVID WU 12810 NE 178 ST, #101 WOODINVILLE, WA 98072 RE: Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206- 431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writin and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 08/29/2006, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, xc: Permit No. D04 -383 13714 43 PL S TUKW hall, Te ician Permit File No. D04 -383 City of Thkwfia Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206. 431.3665 Steven M. Mullet, Mayor 02 -08 -2006 DAVID WU 12810 NE 178 ST, #101 WOODINVILLE, WA 98072 RE: Permit No. D04 -383 13714 43 PL S TUKW Dear Permit Holder: Ciiy of Tukwila Steven M Mullet, Mayor Department of Community Development Steve Lancaster, Director In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not. commertced,within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if.. the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one or more extension of time for additiona perios not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 03/25/2006, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, � )l� °11\5i1 6 4 Jehnife?iv iarshall, Permit Technician xc: Permit File No. D04 -383 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 z z ' w r - J O 0 N 0 J = U) L1 w • } g J • Q = d I— w Z = t— ZO U � ON 0 U.1 W LL W z U =. O z September 26, 2005 Brian Vo 1371443PIS Tukwila, WA 98188 Dear Mr. Vo: Sincerely, ( 41Cv1:34 Wife arshall Permit Technician File: Permit No. D04 -383 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: Request for Extension — Vo Residence (D04 -383) 1371443 PIS This letter is in response to your written request for an extension to Permit No. D04-383. The City of Tukwila Building Division will be extending your permit for:an additional .180 days (through March 25, 2006). Please be advised that this will be the only extension granted for this project. If you should have any questions, please contact our office at (206) 431 -3670. P :Veimifer\Extension Letters\DO4.383 - Permit Extension.doc jem Page I of I 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 .ii z z cc LI -I U O U CO ILI J i- N LL wO LLQ CO = W H z � I-o Z ~ : o ON O H ww I 0 U . ai O ~ z to/ Mti. key) e,d)olo , V O c ;. r,, 13704 PL S 7-11 xi e C crn *t lbeAA.10pcvvt -e +o Oink. b (-1)1, 1 jo �sQ� �' --1 / -I I (ecc,u c e _ co ed 6 � � a rn�� `YVt Gm �, S k o� -1-o glad - f-kg --che ,ww- vuo;Licvl@ d-ok 1Dt.v, Lunc,;(100,- o ��,�.Q,�, ��o rkojed, Qm t ToNi K. <1i "47 1 4 4 •(1 6444(44A4 n',t�A ie°d 4 e6 0 . 9 -2G -05 Wallot '16)/1,10 ) 5 f 2 0 C;; AA biajouvi \.) Pk?) ,y1 ..242 o at( ‘4(-. 7c/0- 32 09 -08 -2005 DAVID WU 12810 NE 178 ST, #101 WOODINVILLE, WA 98072 RE: Permit No. D04 -383 13714 43 PL S TUKW Dear Permit Holder: Sincerely, Brenda Holt, Permit Coordinator xc: Permit File No. D04 -383 Bob Benedicto, Building Official City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Permit Center at 206 - 431 -3670 to arrange for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 10/08/2005, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. 6300 Southcenter Boulevard, Suite #100'• Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 November 24, 2004 Mr. David Wu 12810 NE 178 Street, k #101 Woodinville, Washington 98072 RE: CORRECTION LETTER #1 Development Permit Application Number D04 -383 Vo Residence —13714 - 43' Place South Dear David: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Planning Departments. At this time, the Fire and Public Works Departments have no comment. Building Department: Planning Department: Sincerely, 7 Stefani Spencer Permit Technician encl xc: File No. D04 -383 City of Tukwila If you have any questions, please contact me at (206) 433 -7165. Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Allen Johannessen, at 206 433 -7163, if you have questions concerning the attached memo. Brandon Miles, at 206 431 -3684, if you have questions concerning 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. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: November 9, 2004 Project Name: Vo Residence Permit #: D04-383 Plan Review: Allen Johannessen, Plans Examiner N u_ w w z • a . More information showing cross sections of new walls to existing walls conditions, Z foundation footings, floor and ceiling. Please show detail of concrete/wood floor insulation. f- 0 z � - 2. Please show cross section detail on north foundation/retaining walls located by walk in 2 w . U � O N ct w W I- LL O ui 0 0 A Building Division plan review has been conducted on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. 3. Removal of existing 6x12 crawl space vents, also location and size of access to mechanical duct area (crawl space). Show height of crawl space indicating minimum height of crawl space. Please address any required moisture barriers. Also show crawl space venting ICR N1102.1.7, !RC R408.3 4. Please supply additional information about new window openings (cutting out concrete to facilitate new window opening; how windows are attached or sealed). 5. What is the heat source? 6. Please show engineering specifications of shear walls on the house plans. Also, show sheer wall connections to foundation. Should there be questions concerning the above requirements, contact the Building Division at 206 -431 -3670. No further comments at this time. • Page 1 closet. Tukwila Building Division Allen Johannessen, Plan Examiner z z w o: 2 O 0 o CD 11.1 f- z DATE: CONTACT: RE: ADDRESS: City of Tukwila Department of Community Development PLANNING DIVISION COMMENTS November 2, 2004 David Wu D04 -383, Vo Residence 13714 43 P1 S. Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revisions, Brandon Miles is the planner assigned to the file and can be reached at (206) 431 -3684. 1. The Planning Division cannot approve the above permit application. The applicant is proposing to convert an existing crawl space into a habitual environment. The new space will be a separate unit from the existing dwelling unit. There will be no way to access the downstairs living area without going outdoors. The new dwelling space must be directly accessible from the existing residential dwelling. Steven M. Mullet, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 z z „ w 6U U 0 co co w J = H co U. w LL.¢ z a' I -w z s Z O 11.1 uj U 0 0 - CI 1-- w ul HU f' O . w z O z ACTIVITY NUMBER: D04 -383 PROJECT NAME: SITE ADDRESS: VO RESIDENCE 13714 43 PL S Original Plan Submittal Response to Correction Letter # DATE: 07 -24 -06 Response to Incomplete Letter # X Revision # 2 After Permit Issued DEPARTMENTS: Builming Division LAI Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS ROUTING: Please Route Documents/routing slip,doc 2-28-02 n REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved n Notation: REVIEWER'S INITIALS: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Structural Review Required Approved with Conditions L n n AT H i t Planning Division Permit Coordinator DUE DATE: 07-5-06 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: LETTER OF COMPLETENESS MAILED: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: n No further Review Required DATE: DATE: n DUE DATE: 08-22-06 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: z Z 111 J U 0 (0 0 J CO IL w 2 � � Z = Z 0 0— 0 1— L11 ILL- O z O ~ z ACTIVITY NUMBER: PROJECT NAME: VO RESIDENCE SITE ADDRESS: 13714 43 PLACE SOUTH D04 -383 DATE: 05 -20 -05 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 after /13efefe permit is issued DEPARTMENTS: Buildin . b isi +n Public Works Complete Documents/routing slip.doc 2.28.02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP 0 v S/o ( Fire Prevention ❑ Structural Incomplete REVIEWER'S INITIALS: PERMIT COORD COPY Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05 -24 -05 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RO Please Route , L�'VJ ( Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06 -21 -05 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: J,y:.�,r ��•.aSt,:�i. �r!y, .��aG� i'•ta:�:ew.::15 ACTIVITY NUMBER: D04 -383 PROJECT NAME: VO RESIDENCE SITE ADDRESS: 13714 43 PLACE SOUTH DATE: 03 -21 -05 Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # I Revision # /before permit is issued DEP RTMENTS: [r? au " Buil in Di ision Public Works ❑ Complete Ne Documents /routing slip.doc 2 -26.02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete 34 ❑ anning Division 0 Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 03 -22 -05 REVIEWER'S INITIALS: PERMIT COORD COPY Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Le Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04 -19 -05 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: Buil i vis on 4 i "r APPROVALS OR CORRECTIONS: Documents /routing slIp,doc 2.28.02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -383 PROJECT NAME: VO RESIDENCE SITE ADDRESS: 13714 43 PLACE SOUTH DATE: 10 -14 -04 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # afterrbefore permit is issued l til C�1i /i Z -o d- Pla ling Division (� ( V /0- /'f Fire revention l / Public orks Structural ❑ Permit Coordinator pe DETERMINATIQN OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10 -19 -04 Complete Comments: Incomplete ❑ PERMIT COORD COPY Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: i'.YSv. �.,.u;:l:.`1iwM1:.dt:.U3L.tt: uw.nn.w�.u.w•.r.M .. TUES /THURS R�TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 11 -16 -04 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) [� Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only 1 CORRECTION LETTER MAILED: //' NV Departments issued corrections: Bldg kir Fire ❑ _Plog/ PW ❑ Staff Initials. VS z } Z rt w QQ � JU 0 N CO u_ w J LL C = W F- z � Z O w w 0 0- 0 E- w O .. w U = 0 Z Revision No. Date Received Staff Initials Date - Issued Staff Initials No. • Received Summary of Revision: Issued Initials Received By: . Revision Date Staff Date Staff No. • Received Initials Issued Initials Revision No. I Date Received Staff Initials Date Issued I Staff Initials PROJECT NAME: Vd /'D /cam PERM' NO:. Site Address: /37/y V3 /L S - Origindi Issue Date: `pl oy Revision No. Revision No. Date Received Date Received tr+ REVISION LOG Staff i 1 Initials Staff Initials Summary of Revision: i l * , S ' I c — ,, if a fl ' /i ..I IA I �1f�rJ�r U lf . i .4 #u Received By: Received By: Date Issued Date Issued (please print) , , I{L1V Vo . I • - Staff Initials Staff Initials DI d av {mil IA) DAi . . (please print) Summary of Revision: Received By: (please print) Summary of Revision: 1 (please print) (please print) 1 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206- 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1 / Z ' I Entered in Permits Plus on 1 ' � 0 ( \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # j after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ( t!' ( 2 LA- (✓ 1 C/c? iJZ- C pool Steven M Mullet, Mayor Steve Lancaster, Director Project Name: Project Address: • ( 3 t L 4— ( Said / sour, Contact Person: A /4- A- (t. -15!'n i t L..,) Phone Number: ' L "C �3 d7. - t 843 S Summary of Revision: A ot`t LA 1 sA d o u a. , 5 } 6': 4 1 ci ee c ? z ' - c ( 5 C ‹. -" Sheet Number(s): f O 41 (11.-- & L `! 1 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: RE CITY O TUKWILA JUL 2 1 1 2006 PERMITc LATER Date: Project Name: Project Address: Contact Person: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. MR( 11 JO5 Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # g[ Revision # 1' after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Vo 12E QEu c: 1 1 a M 14 43 - ruoglit ArA ; o g io ( E.R21At1 Vo Phone Number: (-74) Summary of Revision: ronn t 12, .Qx.ir1 f n S 1,04. beA, r A+ 1 I.t� 2 Y Leta 1l CAA P o C n•ec ' Q 6), Imp v■h 11 $U Y 6,I t h Gl UAW` r pp m1 J , ( IeV( ►-v■' I?era_i ,t a.P 1111 u> opt- ricl iS' � hit t71 ,�.J?.ctr l�n./.t i r 6 -�r /� 1 m � .� fair, \Arti ir h et,y0( d;u \applications\forms- applications on Iine\revision submittal Created: 8 -13 -2004 Revised: Steven M Mullet, Mayor Steve Lancaster, Director 'Doy-383 RECENED f;(YY of Tl1Kwit A MAY 0 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revisi Rec ived at the City of Tukwila Permit Center by: ��V� Entered in Permits Plus on 6 -ft--175. City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: O / AK ❑ 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: VO RESIDENCE Plan Check/Permit Number: D04 -3 83 Project Address: 13714 43 PLACE SOUTH Contact Person: David Wu Phone Number: (20h==') :'LZ — 6 � Summary of Revision: f �G'�'-s 1 S Y (y � +,� fa � 1,11141s 1, oprmb MIA . Sheet Number(s): A—) fo 5H1J c-ld‘-►iNff -4.41 IGJA-, s . "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: S' j Entered in Permits Plus on arayrailiggige \applications \forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: Steven M Mullet, Mayor Steve Lancaster, Director .�. ✓y..;eLt_YVili:ki..:u'Miv:: n:✓'::.Aa;.ia t N : iv i6AY' 3urli: N. f: uia4w ':�.:.'- w.,i.+.+¢+t��i.a.�.tiR; Part A: (To Be Completed by Applicant) Purpose of Certificate: CO Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: ® Residential Single Family ❑ Residential Multi- Family ❑ Commercial ❑ Other Applicants Name: 8,- # \e Phone: et6 - 93/- -- 9,4 s' Property Address or Approximate Location: Tax Lot Number: /371"/ aj 3 ni 1°L S 94/ Ave /— (YAW Legal Description(Attach Map and Legal Description if necessary): Part B: (To Be Completed by Sewer Agency) 1. Q a. Sewer Service will be provided by side sewer connection only to an existing G '' size sewer 0 feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or RECEIVED CITY OF TUKWILA ❑ (3) other (describe): OCT 1 4 2004 PERMIT CENTCR 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. ® a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ Pa 4 '' ° a. District Connection Charges due prior to connection: GFC: $ 8 Sz' Ro SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $1867.54 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) b. Easements: ❑ Required ❑ May be Required c. Other: By %/ ,JS f► t:06q�i »Sa. av°c�x 8i Title 14816 Military Road South P.O. Box 350 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability I hereby certify that the above sewer agency information is true. This certification shall be valid for one year fronytI a date of signature. D04 -383 ( ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY The following terms and conditions apply to the attached Val Vue Sewer District ( "District ") Certificate of Sewer Availability/Non - Availability ("Certificate"). 1. This Certificate is valid only for the real property referenced herein ( "Property "), which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and /or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and /or regulations in effect at the time of such application. I acknowledge that I have received the Certificate of Sewer Availability/Non-Availability and this Attachment, and fully understand the terms and conditions herein. Applicant's Si ature " Date 89539100] 1270798.0115SY601 IDOC (1/26/04) -1- gj1 / :Owner. Information : , ; Person Name: 1316/0 'Jo Name: ' 1 ,4 1A \ PAL. Address: 3 11 ( 4 , r 9i30. r sotirFF Address: 1 14. 1 � ' ' ' 1 I rNtru -a, Phone: (zo 4 ) 1 (— 12. cr Phone: (24y 2.4,7, 1 144- T >o / Owner/ ignature ocalN CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Center /Building Division: 206- 431 -3670 Public Works Department: 206- 433 -0179 Planning Division: 206 -431 -3670 CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district PERMIT NO.: I':Part'A To be completed by applicant Site address (attach map and legal description showing hydrant location and size of main): 3 11 1 1- ' 3ft puvre soT4f, '7►�I�wi , ko, hi 41) This certificate is for the purposes of: I$ Residential Building Permit ❑ Commercial /Industrial Building Permit ❑ Rezone ❑ Preliminary Plat I hereby certify that the above information is true and correct. \applications \water availability (7 -2003) Printed: 9 - 16 - 03 By Agenc hone 6 2—V5-4-7 ❑ Short Subdivision ❑ Other Estimated number of service connections and water meter size(s): Vehicular distance from nearest hydrant to the closest point of structure is '-O ft. Area is served by (Water Utility District): Date g1 5 - /09. B ;- To1*. :0mpleted, by .water itility `district': 1. The proposed project is within - raw t I (City /County) 2. No improvements required. 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: 5. Water availability: EV service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in Item B -2 are met. ❑ System is not capable of providing service to this project. RECEIVED CITY OF TUKWILA ocr 1 12004 PERMIT CENTER (Use separate sheet if more room is needed) 4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of 2 ° C2 0 gpm at 20 psi residual for a duration of 2 hours at a velocity of ) Z fps as documented by the attached calculations. D04 -383 Date k, 1, CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Center /Building Division: 206-431-3670 Public Works Department: 206 -433 -0179 Planning Division: 206 - 431 -3670 STATE OF WASHINGTON) ) COUNTY OF KING ) AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION SS. $(611-Ai Vv [please print] 1. I have made application for a building permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. , states as follows: 3. I understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this building permit to be exempt under No. (3 , and will therefore not be performed by a registered contractor. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. \applications\8 -2004 affidavit in lieu of contractor registration APPLICANT / Signed and sworn to before me this day of PERMIT NO.: DD 383 NOTARY PUBLIC in and for the State of Washington, Residing at Name as commissioned: My commission expires: ,20d.. , County. LV-3 trn%i% Z ~ w r QQ � J O 0 co w J = .. w 0 • < = H z � E-0 Z w U � ON o E— ww O w = 0~ z 18.27.090 Exemptions. This chapter shall not apply to: 1. 2. An authorized representative of the United States Government, the State of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district or other municipal or political corporation or subdivision of this state; 3. Officers of the court when they are acting within the scope of their office; 4. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 5. Any construction, repair or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 6. The sale or installation of any finished products, materials, or articles of merchandise which are not actually fabricated into and do not become a permanent fixed part of the structure; 7. Any construction, alteration, improvement or repair of personal property, except this chapter shall apply to all mobile, manufactured housing. A mobile /manufactured home may be installed, set up, or repaired by the registered or legal owner, by a contractor licensed under this chapter, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW; 8. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 9. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 10. Any work or operation on one undertaking or project by one or more contractors, the aggregate contract price of which for labor and materials and all other items is less than $500.00, such work, or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in all instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into \applications \8-2004 affidavit in lieu of contractor registration contracts of amounts less than $500.00 for the purpose of the evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he is a contractor, or that he is qualified to engage in the business of contractor; 11. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except then any of the above work is performed by a registered contractor; 12. An owner who contracts for a project with a registered owner; Any person working on his own property, whether occupied by him or not, and any person working on his residence, whether owned by him or not but his exemption shall not apply to any person otherwise covered by this chapter who constructs an improvement on his own property with the intention and for the purpose of selling the improved property; 14. Owners of commercial properties who use their own employees to do maintenance, repair, and alteration work in or upon their own properties; 15. A licensed architect or civil or professional engineer acting solely in his professional capacity, an electrician licensed under the laws of the state of Washington, or a plumber licensed under the laws of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the licensee is operating within the scope of his license; 16. Any person who engages .in • the activities herein regulated as an employee of • a . registered contractor with wages,as his,sole compensation; 17. Contractors on highway, projects Who have been prequalified as required by haptt r . 13 of the Laws of 1961, RCW 47.28:070 with ; the department of transportation to perform highway construction, reconstruction, or maintenance work. z _,- w cc 00 w e • Lu J t_ co u_ W 0 u. Q co = I— III Z = H O Z F- LLI U � O N O 1- W W u. O z U = O F " z ge t � 1 • • • • VAT,. it J l - !\ M • I t I' • - t \\ *) N V: tr� V' 410 : A tt= 20d33'I 3 c 0 L 34.8 � tY n D =�Q R = 21 a_ 0 1. .= 37 , X N., e otp "l k • • SITE PLAN r=iol-o" Po• e • • 3X • . .� . ■N. • • • ` Me, • • 1 •, • I X428 � t • a RESIDENTIAL ENERGY WSEC 2003 Heat Source - Gas forced air Single family - R -3 V -N New / remodel Heated area - 850 SF Vapor Barrier Floor: 6 mil visqueen Wall: PVA - Paint Ceiling: PVA - Paint USE OPTION III WINDOW SCHEDULE - (heated area) Milgard Vinyl Windows Low 'E' glass, U =.36 Skylights Milgard U = .58 Exterior doors U = .20 Ceilings: R -38 Vaulted ceilings: R -30 Walls above grade: R -21 Walls below grade interior R -21 exterior R -10 Floor above unheated: R -30 Slab on grade: R -10 NOTES: All door and windows to comply with the WA State Energy Code (1994 Edition) and shall bear labels of NFRC certification unless unless indicated as WSEC default values per schedule. All doors and windows scheduled are as indicated in the NFRC Certified Products Directory (1995 Edition) or as WSEC default values on Tables 10-6C (doors). - • • ti ti N. N. f t ..... •.. so -. • N. • lien review e is subject to errors and aeMrlo mp Oprovz.:1 cF cpristruction documents does not authorize the violation cr any accepxd code or or:na nce. Receipt of approved F t;.'. d Copy and concittions is acknowledged: REaSERIS P! r! shall be made to the scope • _ . , t � . u L prior approval of • V . I r By V 1 ' . `' f FILE Dour Permit No. Otyof lUcwffa BUILDING DiVISION 7:44A83 i ::..i ran submittal . - 1 , ' rr :'iew fees. /6 „ or .\ 43% \ e1. 6 \ ti \ • r • me Project summary Propoerty owner: Brian Vo 13714 - 43rd Place South Tukwila, WA 98168 206 -790 -1384 Contact Mark Antonioli: 13860 - 177th Ave SE Renton, WA 98059 425 -802 -1888 Contractor: Owner Site address: 13714 - 43rd Place South Tukwila, WA 98168 Parcel ID # 2612000210 Legal description: Lot 21 Fosterview Estates SE 15 23 4 Lot area: 6569 SF Lot coverage: Existing home & attached garage: 1370 SF Existing deck: 80 SF New deck: 147 SF Total: 1597 SF Percent lot coverage: 24.31% No increase in impervious coverage Project description: Add interior stairway to lower floor, add 147 sf SF deck, add 2 windows & 1 SGD on lower floor. Project valuation: $8,000.00 t. '1 , • je ie I REVIEWED CODECOMPLICE FOR \\ pooa(lvFO AUO u a 7.N6 CI Of BUILDING DIVISION F t f RECEIVED C trio Of TUK ILA t L. . . J 2. a w H a� U C N a) CC 17_ O C cO t J W 0 ce O w w O 2 O 4 C1 C-$ * tL. • _ i f< a ; Lag deck rim to house w/(3) ' 7 " 1/2" bolts & washers (Stainless steel) @ 16" o.c. • f - - 41/M1110 of. Ha ail • • NEW 18" 0 Concrete pier 7 1, NEvv 7v5e.) SL III III II • NEW PT 6x10 NEW 6x8 HF#2 7050 2 ) 2x6 7 '-O" I 3'-6" - — — - ung L() I Maintain 80" headroom7 all s_ J _ NEW BRDM Inside of wall above lew (3) 2 joists H New stairway' SCALE 14 = -0- "e''!'""" PROPOSED MEDIA ROOM Fireplace above\ 2668 New 2)6 joists t 16" o.c. / P1-4 - Existing shear watts Existing 18" 0 Coetancr piers NEW 18" - 0 Concrete pier , , :J .. .1 , , _ ---4 t - - + -----\ — --,.- -4....4-4............. ; - .01Pr ••■••••••••• ••■• • - -.----•••••■•■•••••• •••••- 4t • [SEE ALSO SECTION A-A 28'-4" - EXISTING STHD14-RJ Holdown NEW 6x8 HF#2 Existing PT 6x10 41••■•••• NEW 6068 2x6 NOTE: t no mo EXISTING LOWER FLOOR 10 7 I VERIFY NAILING PER SHEAR *ALL SCHEDULE ON SHEET 3 [P1 -4 Entire wall 6'-0" 3'-0" 4 EW6x8 HF#2 4040 NEW4040 SL a. ••1 4 _ OANSAN• OVO,ON..1 [ NEW STAIRWAY, DECKS, WINDOWS IN SHEAR WALLS han 44" above finished floor ess windows to have opening NEW BRDM Full height 8" concrete walls -•••••■•••••,. • NEW PT 6x10 • s on top of 8" concrete wall L 4-0" 2'-0i/2 • N".•• U) U) 0) (/) 0 z 9 9 -••••••• -.••••••••••••■•--- —•••••••-•••- - 1•4E.1••■•• •••••••••• -••••••—•••- ---•—•••■••■•■•••■••••■•- - 1• I • to 0 1.0 z 6 112" _7_11 705 TS [ NEW DECK TII: 1 0' -0" NEW 36" high guardrail ---- NEW STAIRWAY DINING ROOM 3 1/2" 7-3" SCALE 1/4" = t -- EXISTING DECK -- --i 4 -- - — — i 1 284" 4'-0" 2E7 -1T 10'.0" ;•••• • . 01-4 '‘)> \\ .. // .. _--.,\\ I /7 ,/,--- ', ' I \\ . ,..-- \ \\: . EXISTING MAIN FLOOR 2 CAR GARAGE Remove existing guardrails r - NEW DECK ' 4'-6" 4'-O" " NOOK FAMILY ROOM [ Verify with (dire vent) fireplace ------1 , manufacturer to type and material for uardrail clearances in front of fireplace. _ MIMED- ••■•••• ••■•••••■ won. •■••••• ••■•••••• •••••••• VS, - 7'-2" - --1 0001 7 0 .1" 1 ". .4.14(.4 • TO 1 :4 D,vv KITCHEN LIVING ROOM - r, ° I I 0 JLJ to u1;7-- ; / 1 , 1 Yo. ENTRY P.E.14,1:7T CENTEP -4 4 1/2" _1 4 4 —J 0 1 e Nifo Fo co I CODE C 1 .0%0 ri 4 C -D woe w (v) § cn 3 as e effe — .•••••• -••••• • De+atc, % Build Services, Inc (360) 1S3-9659 -- Shear Watt Schedule - Rev 5b - 7112104 END STUDS iH SHEATHING NAILING H F'l.ATE NAILING � } = 2d . A3S • 1 /Z Asa TOP PL SPACING + « :. a ► moon 1 ~ Sheetrock 5d Wallboard • 7" o.c. 1 2X4 1 Roar 0 14" 3'_ 6 , c , • 1 ' 0 6' • I 1 -4 1 ` Sheetrock 5d We aboard O 4` ac. 1 2X4 1 Row 0 11 -- 0'o.c. 1 2" O 6' h 1 1 -4+ 5 ; " Sheetrock 6d Wallboard O 4" o.c. 1 2X4 1 Row • 9" 2' -6`o.c. 1 2 O 6' 145 175 -7 1 • Sheetrock 5d Wallboard • 7* o.c. 1 Row 0 7' 1'- 9r'ac. 1 ` 0 6' 204 250 -4 •1 ` Stwltroc k Walboord • 4" ac. - 4 - X5 1 Row • 5 1`- • o.c. 1 • 4' 250 . 300 LRP 16" LATERAL RESTRAINT PANEL - Max Ratio 6:1 w/rnin. 4t Header 600 tb TOTAL 515 tb/ R. 2'--0' or wider LATERAL RESTRAINT PANEL Based on APA T20011 --56 • Draft 156 doted Ale 17, 1994- . - vr•s are allowed based an H.D. . - . ALL WALLS BLOCKED E. • Nor1iing NF' .. .. • . HF 016'oc OF 016'oc S1-6 7 6' ow 8d 06"a.c. or 1 • • St . • e !4' 2 -2X4 -2X6 1 Rorer or -0 1/2 • 6' 260 -4 7 1 • ' • � � : 8d 04'ac. or 1 • • S ( . 1 2 . 5 nrMIMIIIIII 1 Roar 05 '- '. 1 2 O 4' EMI 380 Inn : 8d •3'ac. rin 1 Row 04' 5 8 • if ,o,� s1- 7 6 068 10d Oro.c. re 2 Row 02.5' : o. 5/8 0 2.5' . � 770 -6 IMMI 8d 06'o.c or 1 • • st • • - 04 3- 2x4 --2x6 1 Row 03' I ► . 5 • • 1.5' . 520 rringlIMMII 8d O4'o.c. or 1.. st . • 02.5' 4- . t ... 2 Row 06" 5 • 0 2.7 .. {► 760 rinliMMA Lid 03"ac. 4-2x6 1 -4x4 Row 03.5' 5 :' • 2'*" : _ f Sep , 2 7 6' • = : 10d O2'o.c. 1-=OF " -44 2 Row 02' 5 • 0 1.3' 1260 1540 unit Shears w/o Cl HOW Down Sc hed!le - Timor ar Erin* unit Shears w/ OL HO r/1 HD ./2 story Stories Tension • - HD a' Web HD 9' Wail A 3 5 A35 - D s t a i 4 in • - • Cat . • , 450 b • 1.33 M1 H1 -- Truss to e latenaii _top plot .... 415 b O 1.33 ,_ 1m22" HPA!•ID22 - C wail 0 outside corner 164 146 • 264 364 1750 b • 1.33" HD2s,+* HPAHD22 -- 8 wall • outside corner 254 226 354 454 2210 • • 1.33" 1?22" 1 HPAHD22 - 6' wall robot. 8' from corner 398 353 498 596 3335 b • 1.33" H022 " - 8` wall min. 8" from corner 52' 463 621 721 5160 b • 1.60" = HP11D22 i I1 ! STHDI O TH01011 -6" wad .1.5a f outside confer 2•i 262 395 495 2880 b • 1.33 Mr, 511010 •108.1 -8" mall 411.5" t outside =mar 272 406 506 2990 b • 1.33 its ! ± STH010 • 1c j -5" smell Olcr f. outside corner +6 290 426 526 3185 b • 1.33 S1HO1 • S1 10 1 1•tJ -8' waN MO" f. outside corner 3 2 339 482 582 3725 b • 1.33 S11014 STHO14 TI 14RJ -6" wail 01.5" f. outside corner 440 391 540 640 4295 b • 1•33 STM S1 114 + mu-8r mu a.s' I. outside corner 45i 404 554 593 654 693 4430 b • 1.33 4805 b • 1.33 �:l,.,!1 WW1 4 THD14RJ -6' moll 01 4~ from career 49.3 434 '*i,, t+ S1 14 TiO14R.1 -8 wall 014' from corner 56J 527 693 793 5765 b • 1.33 Mril HTT22 • ,i • X 12' Y_8. or SST824 538 47e 638 738 5175 b alt PFDS ' PHDS ./ 7/8' SST82d 73) 649 !!30 930 6295 • • 1.33 ST24 jST 6224 to Joist - 1tST37 ./ rirn FOR MODIFIED WALL (Door /windows ST 6236 to joist - MST 41 w/ oboe T60 • rim MST72 • wire [(Copied from engineering report dated July 19, 200Gj ; I 215 191 511 455 315 34 314 441 541 611 595 528 605 795 - --.-, ��.. NOTES Based on 2003 IBC and industry Standards assume I f x wood material u.n.o. es -a ad is !rebid w we all e2 -11 is tweed toll r110 - !11s we Mod as MN Sabre Neer" wawa 'fend we • me to top aids swims X• owe ado Ow poste Nibs eases peon • we IlMe• T+er • Gf- '4 Vey For 230133 rt • relic 21 eon for etewwetr olds A/ .tr maws ./ft a ^1tlr all 15: t to be Mit*.i4 Seiredi elk set dime it mimic sss 0 s E Misr bas for +!i doom ere to be A.117 boob a lose doe fel .lb 2 sots Loorso4 bilk E6weimertt temp is for if w be %sew Supra SSW stalls as be Lod per the Wok. al-orris Mawr is is pre Who 2 Ow std Is Nor are of •s fend et as bolt one Sven mbar Gipese r aims is ter r eipporlig e dodo s ! sr le be erileclod aim •roodAruba M tifM* edit is be Idsdrmd eel ewe Mors err et% • Cr at. . 'A• • 1+ Ode sly w*ied i Mare art is Mar! Sherri' ar • WW1 .M S owed be 1se-e vi 1022 • Ms Nit - Xi - urn 2d0 - wog 212 - 1,472. - most 1e awe •ass West w ••• 3t !Nos a re ell fide ski err are be dim* fees 0r�s rides s a froir�s p dot a ere .•t !ws ow MOM rke 3t m sr Bodo, d peed port saw wt swig Mao met .Mr s los 4..t w�l by VI is oR a i 3e Male b end bit messy as is soled lb w gas. P L A1oiat EMUS m HA* /16' 111A9OS 2305`310. 415 711 nos a • 1.60 4830 i • 1.60 6720 !b • 1.60 N v ca; N ch r . e 8' -6 1/4" • 17'-O 1/2" 0 28'4' 8'-6 1/4" I 5'-6" DN / \� REVIBN ED FOR CODE COPL1,N `" aikk Plronnmicri ourukwia Of B U1IDIN G EXISTING UPPER FLOOR PLAN !NO WORK TO BE DONE ON THIS FLOOR FOR REFERNECE ONLY 1MO 1.4 r J C0 0 N- • 1 ► r, • • cEsTE? • 11 t r ell11111101•111111111 4 gi a 0 rn r D O z TN@ MAAANT COMPANY 1a•0.17/TN AVI a NINTON, WA +WOb$ III) :UMW - . - ..... - -r- -.-- r-- �1 IOW m a 0 Z Brian Vo Residence 13714 - 43rd Place South Tukwila, WA 98168 n rim- _—j f— .1 - i -I _ I--- I-- ■— --- t-- a H 4 / ._. -_ 1 (. _ �.. _. ...._.4 - k..1 —.. "...___. .._. i.. - p----L ,.- - fr. ., --,L!----,.. -.-H - t---1 j--.? _._ 1±1-±-1 .- '---+ 1 �- --, r- � l - .1 - -- ---- - - l_ -1 F -1 r - -� - - l- --1 _i - .--1 1 L -1 - / 1- -.' - - - - -- 4 --- i—J ' 7 t- - 1 1 -- t) - '- I -' - - 1 ___I H }__, L ..4 l. — �_.. _1 _�- � ��M,. - j .. - � _ -.. .. r --a t - .--, H H .j ._ . . -h -- r .1_1_— t - ._ - I -, J_ - -' I ... _. . -4 - - -,. c.� -_ � _ $ 4 , .- [--- 1 --f -_ 1— +- _. �. J -- 1 I r. - -' 1....1 -- _ L .- � _ a I --'1 ; ; F - ' - ''- ---' - - j, r -1 --- t- --4 F - ELEVATIONS ti CD I i c � r- C. 1::, ;it, 0 (_-, - l CD 0 E r.., .4 ' C_. a:. im I c:n t•-4 0 -zf r) c rn rn O� rn i 11 0 O A) rn FOR A HOME REMODEL Drawn: July 24, 2006 V. I • t - - "14 N az OW, • 41C , . 11! e 4toroottoo 0. rrOw poo. k 1 Av NA - "'"' I Q 1 ".tarv.rb, P\O wo- k: f tl ! v.4 Et* 1 L oltotett■ 1.s‘ NO SCALE • (1 DECK DETAIL -- ••• .._.--Soo• i (Copied from engineering report dated July 19, 2006) : _ ./(1;d,, at•ool., ‘ • % • iji NEW deck I 1. N t NEW 36" high Cedar guardrail LU — 11 ) I ft H 2.5 @ ends \ NEW PT 6x8 HFit1 NEW PT 6x6 posts wiCB66 & CC66 NEW 18" diameter round footing mum 18" below finished grade New PT 2x8 HF#2 © 16" o.c. wiTK Cedar deck. Simpson H1 dip each joist. ' I \ : I _ Existing deck Tie beams wINEW MST3O N - NEW 1/2" galvanized thru bolts, nuts & washers @ 24" o.c. (3 minimum) SCALE 117 = is Existing PT 6x8 NEW PT 6x6 posts wiCC66 SECTION A-A Existing PT 6x6 posts C1366 & CC66 __ Existing 18" diameter round footing ZMax [ NOTE: All hangers, hardware and fasteners in contact with pressure treated material to be Stainless Steel or Simpson ZMax. WEN.. ' ■••1111•■• NEW 36" high Cedar guardrail NEW deck H 2.5 @ ends 1;04-3 I I , , I 1 i . , i NEW PT 6x8 HF#1 New PT 2x8 HF#2 © 16" o.c. wiTK Cedar deck. Simpson H1 dip each joist. NEW PT 6x6 posts vatE366 & CC66 Minimum 18" below finished grade CODE COMPLIANCE REVIEWED FOR nrinewcri AUG 0 4 Z006 City Of Tukwila BUILDING nwisioN NJ N 18" diameter round footing ta \ !I !I !I 1, " I I f . I . Ni 4 ' • j - s ri re j e. 4.1=1111m. Co w w FOR A HOME REMODEL Drawn: July 24, 2006 _______i 1 1 i I ! ! 11 1 I i 1 • 1 • ' I ' V. I • t - - "14 N az OW, • 41C , . 11! e 4toroottoo 0. rrOw poo. k 1 Av NA - "'"' I Q 1 ".tarv.rb, P\O wo- k: f tl ! v.4 Et* 1 L oltotett■ 1.s‘ NO SCALE • (1 DECK DETAIL -- ••• .._.--Soo• i (Copied from engineering report dated July 19, 2006) : _ ./(1;d,, at•ool., ‘ • % • iji NEW deck I 1. N t NEW 36" high Cedar guardrail LU — 11 ) I ft H 2.5 @ ends \ NEW PT 6x8 HFit1 NEW PT 6x6 posts wiCB66 & CC66 NEW 18" diameter round footing mum 18" below finished grade New PT 2x8 HF#2 © 16" o.c. wiTK Cedar deck. Simpson H1 dip each joist. ' I \ : I _ Existing deck Tie beams wINEW MST3O N - NEW 1/2" galvanized thru bolts, nuts & washers @ 24" o.c. (3 minimum) SCALE 117 = is Existing PT 6x8 NEW PT 6x6 posts wiCC66 SECTION A-A Existing PT 6x6 posts C1366 & CC66 __ Existing 18" diameter round footing ZMax [ NOTE: All hangers, hardware and fasteners in contact with pressure treated material to be Stainless Steel or Simpson ZMax. WEN.. ' ■••1111•■• NEW 36" high Cedar guardrail NEW deck H 2.5 @ ends 1;04-3 I I , , I 1 i . , i NEW PT 6x8 HF#1 New PT 2x8 HF#2 © 16" o.c. wiTK Cedar deck. Simpson H1 dip each joist. NEW PT 6x6 posts vatE366 & CC66 Minimum 18" below finished grade CODE COMPLIANCE REVIEWED FOR nrinewcri AUG 0 4 Z006 City Of Tukwila BUILDING nwisioN NJ N 18" diameter round footing ta \ !I !I !I 1, " I I f . I . Ni 4 ' • j - s ri re j e. 4.1=1111m. Co w w FOR A HOME REMODEL Drawn: July 24, 2006 1 ,, ili ,L. . • A ' t 3 k Ali! i 3 ( 7,1g !ii ? t° o x i i g I 1 i 2 / e a u• I- it 4% 3.. Is V. **. le § g 2 g 4 t i g i x t $ W I c 'a ig § § g g g I 1 EDGE r a c a! t a CS F3 oaa a r s -+ 1 1 l ALL SCH ; 4 � • � a s 4 4;; 4: 4 4 ii nth 4, 4 $ t 4,p -+g 3 3 . fe r Ea asi • a s g W. g if r t r E t . • a . * • tt 46 4 g: T. e o I itlf g • p - it l'ig 44 444 t �� g Q t 17 • • g 4 € 4 • ro, u joie» OLOCKINS To Tor fit MUMS T,A JOISTS eons+ �� • 0 • t tt E� � § g 4 s f A -11 ALLONADLE LOAD • 1102 Reziticrict. FOR e4P. 8 I" ovi) O 0 z x -$ an r 8 0 L isa If TWO MAAANT COMPANY 1$NO•171TN AV! S! *WON, WA NM N 20) 2N4Uo MOM *Om .w .• WSW . • • • O.. ••• ••••• Or i i iii ii iiimotlfim • • • w.• � r..• w N •••• •• N• .w....._.,. 111.16r.04 _� __ •_.�_� 3,,.' iS :.. ,. L : X .:.L: t ..1. _ : _. - ■ . Y �' ' NwSrft M4 IILWAMINININUMINK:AMNIMMOUI 'MIA I- !AIIMIMMI:11111111441111111111111111.11 011111111111 I acomminurr NM I 'ME j ° rte :ii iii III HahnllMlllktM/IFVAIIIIIIME I I , .. 1 I AM 1ION '. ! t I AMU: MIME AI r tia•-a tai T tAll 111111 �.�� :41 f S. MIMI HINMIIINNMriill MINIM 1:=2" AINIEN11111 V! 1 1 1111111111111114.4111111111:11if taimpownwit :f sM.wrwi _ •rr_ rrsr j sr rsf _nir li - tiilraM! nalw iri i i'r i a.iiMireref64 iiiiii w r • .w •Oa•.i Melte .• • •• III ..r. • • C;;X3 OSP • • , ...• tJ 1 _• • ... • - ••� t • f mulm: 1 iummo riltrAmiirdilliimar al•P,mw _ _ Jai ONION& C:FIG: um airi rinatumm 2=111PEE1111111111111 Aiblinie OEM VIIIII IrIa•• MUM ELVA 4 1.1.11111MSIM MEDI ilS 1011— I Win 11 IIM ill 11111! ritirimmai ism iniummi SOME 11111MMILMIMIll MN 101111111101111111111 iimmo w gi"I' 1 . 1111 KIWILIPMEIMMIN IMMO 0 we ' 1 11111:4111ilikIMENIMIll IMMO iiii....1N = 7/ iiiiik\WRIER Fil = 1 i..IIIIII=Nklmm a lio , p r h 1 ,..„ 3 1 .. miN 'MN Dunn 1 Eli a ------- iliCAMMINI Cam i ,E11 Wir I MIIIIMMINII I iHNMMMIIII I Piialilliiiiiii11.01 e. i ailer • *ow • We I •..0 6.0. o4.6.i • ii••i ii•i • i• • rn = 'O U 0 V 1 Brian Vo Residence 13714 43rd Place South Tukwila, WA 98168 Mom •a.«arurar• •++w•si eallibeemtlealltryee ••rN•.r•i'rr Nr•011111 I r• M • M. M. AO •.•....r.w.. .ryrM..••.•..r•tl . 0.• r.•M ilr ..�••rry.m.••+�...•... rr 1 t 11 ia i iiimairill limumm illimu s mu ( i uiiij : :li1111 111 Tr a l di lib la minmells Ili 1 0 1 (11'iLi 11.11111.11111•11111.1 LJ MSOPOf)ar• mss} trolloo , • MOW WWI iM••.M. MMO ►•ri•011 MO 'NEW MOO MOW TI m T m EXISITNG STRUCTURAL PLANS FOR A HOME REMODEL Drawn: July 24, 2006 I. 1 VO RESIDENCE 13714 43RD PLACE S. TUKWILI.A WASHINGTON 98168 STRUCTURAL FRAMING PLANS . €:s D Shear Wall Designation Nail Size Edges 6 ' . €:s D 0 E' 1 f SR SR Min. Plate Size ! _ I►��yr ' o• c E Z ACT 1 CA': 2/'6/M I c Ohs SNOISIA38 ' I M 01042- S'..a7R i „PiotAT PA* i SCE : /6 QED Csi In Vt In - I CO r• L Shear Wall Designation Nail Size Edges 6 ' . €:s D 0 E' 1 f SR SR Min. Plate Size ! _ I►��yr ' o• c E Z ACT 1 CA': 2/'6/M I c Ohs 2x 3x 3x 3x 3x x x x x x x x x x NCVr''7 O Pr) rOr) ' I M 01042- S'..a7R i „PiotAT PA* i SCE : /6 QED I Yes P1-4 10d Shear Wall Designation Nail Size Edges 6 ' Field 12 . Top Plate Nailin. N A Top Plate LTP4 S•acin. 24 Blocking Res aired Plate Anchors Min. Plate Size , Sole Plate Nailin Hem- Fir #2 F= t. 279 348 Doug –Fir #2 ; Ft. P1- 6 10d Yes ©8 0 `I 32 O.C. 5 8 "0 ®32" O.C. 2x 3x 3x 3x 3x x x x x x x x x x NCVr''7 O Pr) rOr) 2 1 2 16d 0 10 0.C. 16d © Ti O.C. 310 350 P1– 5 10d M M to d' N I 12 z 18" 16 Yes P1-4 10d 12" Yes a8 0 © 4 O.C. r 16d ® 7 O.C. _ 418 460 P1 -3 10d 1 " 12 12 , Yes X 8'0 ® 24 0.C. I 16d ® 5 U.C. 545 713 558 600 P1 -2 10d 8 Yes 5/8 " 0 15 ---- 2 - 4 1) Q.C. 5 8"0 @ 24" D.C. Q a (( 4 16d 0 5` f.C. 16d © 5" O.C. 770 620 P2– 6 P2 -4 10d 10d 6 4" 12" 12 N/A N/A 12 Yes 8 Yes W8 0 ® 24 5/80 0 20" 0.C. 5/8 "0 © 16 " 0.C. 16d CD 5" O.C. 16d ® 5 O.C. 16d © 4" O.C. 836 1090 1426 l 920 1200 1540 P2-3 10d 3 2" 12" 12" N/A N/A 6 61—~ 4' Yes Yes ` P2 -2 10d • -�- L7 1- U9 0 a 0 N N N W z 0 0 0 p- O 0 0 N z r AND EXISTING GARAGE SLAB I V ! F R /4" P.T. 4x10 LEDGER W /SIMPSON U210 HANGERS AND 5/8"O EXPANSION BOLTS ® 16" O.C. • yea 1 000, 9 0, e /' y , , , , , , , ,•,•I, I , I 4x 13 LEDGER W /SIMPSON U210 HANGERS 5/8 "0 EXPANSION BOLTS g 16" O.C. �- CRAWL SPACE BEARING WALLS BEDROOM #1 WALK –IN CLOSET EXISTING GARAGE SLAB FAMILY ROOM BEDROOM #2 CLOSET 1 1l1'c1f1'1'•Ye'e / Ye1s1 '1t1 1 • 1 •Y•Y•Weatec'n Ye1W•YeetWe1 CO MAi ' FLOOR FRAMING 1/4" _ i' -o" • MECHANICAL DUCT l NOTE: ALL BEAMS TO BE D.F. #2. U.N.O. • Shear Wall Notes: 1. P1 – 1/2" Plywood or A.P.A. rated sheathing one side. P2 -- 1/2" Plywood or A.P.A. rated sheathing two sides. 2. When allowable wall shear values exceeds 350 plf, 3X minimum wall studs required at adjoining panel edges. (i.e. P1 -4 designation or below). 3. Nails shall be 10d common, unless noted otherwise. 4. Where plywood is 2 sides of wall, joints shall fall on separate studs each side. 5. All panel edges backed with 2 –inch nominal or wider framing unless noted otherwise . Install panels either horizontally or vertically for A.P.A. rated sheathing, gypsum shear walls shall be installed with the sheets running horizontally. Space nails CAD 12 inches on center at intermediate supports. 6. Typical exterior – unless noted – 15/32" A.P.A. rated space nails at edges 6" O.C., 12" O.C. field. Block all edges. 7. Typical interior– 1/2" gypsum wall board. Nail with 5d cooler nails at 7" O.C. all studs and plates. Block all shear wall edges. or 5/8" gypsum wall board. Nail with 6d cooler nails at 7" O.C. all studs and plates. 8. Typical anchor bolts. 5/8" dia. 72" O.C. unless otherwise noted. All bolts must have iliglaiggiREEEC square washers installed. 3n)(.3' ! �� 9. All framing holdowns and clips to be Simpson brand or equivalent. �( I 10. Do not overdrive nails into sheathing. Roof & floor sheathing: Roof sheathing: 15/32" A.P.A. rated plywood (24 \0). Nailing shall be 8d (common) I§ 6" O.C. at panel edges, and 12" 0.0. at intermediate supports. Floor sheathing: 3/4" A.P.A. rated plywood (48/24) nailed and glued. Adhesives shall conform to A.P.A. specification A.F.G. 01. Provided T &G edges at long panel edges. Nailing shall be 8d (common) at 6" 0.C. at panel edges and 10" O.C. at intermediate supports. Plywood shall be laid with face grain perpendicular to supports and end joints staggered 4' -0 ". FILE COPY ParwMt No. 41:246111:5 MN wars approval is subject to errors and d�aed on � l � p � code Copy and rIllons k sdowiMedpie Oft , _City at lidavlb maul= MINION a �N�dl M waft ft Os sow We a,r+�a :"thoist Oar wiF i et C 1. vs* regale a nevi Aries and r 711119PARATE PERMIT a j : le Mechanical Bectrlml fe Plumbline le G ! abif Of TU ar ilUILDING Q t J $ri 1 For'srnan i•,III. I1:1c1 Page 1 of 1 z z z 0 w MJ O 0 op 0) D u 0 I- (J? t a 0 0 r4 gir 0 0 r) 0 C 0 U 0 E 0 U 0 C m ✓ C C ✓ N C eT 0 m w E r� ►- VI 0 N N 0 TRIP JOIST UNDER BEARiNG • i qi '0 \h. r t_ 1944; 1 \ * ??'_ 1 '► c � i -- 0 ; >:I u •ii, -- ,:,:j x - : b w g is • Q A -.4 / NEU N � ' • ,. .CONC ETE - L AND r a Z T S.D. 106 CLOSET Xi' 14 14 IN • ?vE W INTERIOR STAIR 4 j HANDRAIL' PER DETAIL TYP LINE OF FLOOR ABOVE �- "1' -64" BEDROOM EGRESS WINDOW NOTE 1 5 SEDR _PO1" I 11' -r„ 4" NEW 2' -6 x 6' -8" 1DOOR r Qt WALK-IN CLOSET • VENTS • MECHANICAL DUCT: 60 SF./ 150=(2) 6X6 SCREENED VENTS EXISTING GARAGE 5LA8 (NO WORD) Si-A15 or GRADE Acere,i, £ 6=2" •"s... * 1414 w+-+ (6 6x s SPACE \- pc!N, 28 -4" ( F'ELD VERIF`r -F 6 -5 - 18'' x 24' MIN CRAWL SPACE ACCESS "s -C• RAC „AT 7OS • PERriVER. 44•12 3' _0" ........ NEW 6 xfo -5" DOOR dg V OR 863 tr.' . — — — a - _ = .- S=A.R a . L. 1 I 12' Oh" R -2; BATT. INSULATION FOR EXTERIOR WALLS, (TYP.) FAMILY ROOM • R -30 FLOOR INSULATION • BASEMENT CRAWL SPACE VENT: 389.5 9F1 150 1= (6) 6X'2 SCREENED VENTS (6) 6x12 CRAWL SPACE VENT, TYP R -10 INSULATION FOR SLAB ON GRADE (TYPJ C BEDROOM ECsRE55 — WINDOW NOTE '5 5E2IcOOM *2 11 -6%" MECHANICAL DUCT C 2 j , 4 -e" (F.V.) NOTE: EXISTING GAS HEAT T' REMAIN STAIg NOTES: • STRINGERS TO BE FIRE BLOCKED AT BOTH TOP AND BOTTOM. • ALL USABLE SPACE UNDER STAIRS TO BE 1 HOUR CONSTRUCT ION. • MAXIMUM RISER IS 1.15" W/ MAXIMUM UM VARIATION OF ALL RISERS • 3/8". I MINIMUM TREAD IS 10" W/ ALL TREADS UNIFORM IN SIZE I SHAPE. MAXIMUM VARIATION OF ALL TREADS IS 3/8" • MINI1" 1 J 1 HEAD HEIGHT TO BE 6 • MINItiii 5 ;WIDTH TO SE 36'. • PROVIDE . NTINUOUS HAND RAIL 34" TO 38" OFF TREAD NOSING. • °ROVIDE .3UARD RAILS AT LAND NGS MINI!"11JP1 36" AFF. ar✓MAX. 4" CLEAR SPACE BETWEEN DIVIDERS. SEE FLOOR PLANS FOR STAIR RISER AND TREAD D ='*TENS ION INC. r- 5"4 4 4 RA1 -°NG Rc 4 -3C t l eLLA Or CRAWL SPACE: +vEFIBR 'C M VCR CIRAIL SPACE VENT D 1 1 ;x Q to U 0 to 9 U I z Ui w f) 3` "" BEARRNG ON 2x:2 L . OR 14AD'L S J` - READ' 30 NOSING OWNER I PROJgCT SITE 13114 -43RD PLACE SOUTH TUKWILA, WA 98168 (206) 931 -9265 CONTACT: MR BRIAN VO SCOPE OF WORK: 1.) TO CONvERT A CRAWL SPACE TO (2) BEDROOMS, (1) BATHROOM, 4 FAMILY ROOM FOR EXPANDED FAMILY USE. USE. MIN. 1' -0" CEILIN3 HT. PROVIDED DR • 101 102 WIN +' TOTAL WINDOW GLAZING a 61 SF. DOOR GLAZING a 40 SF. TOTAL NEW GLAZING a 101 SF. NOTE: ALL WINDOW DIMENSIONS ARE CLR GLAZING 2X12 OR Iti%;' PLYUC. TREADS (GLUE 4 SCREW) TO STRINGERS ix12 STR.p ER WALT, 103 104 105 2 3 4 1\ 7 WIDTH (PAIR) 3 1_ O n 2' -6 2' -6" 2' -6" • 6' -8' 2' -6" FIELD VERIFY 5' -0' x 4' -0" 5 -0' x 4 -0" 4 -0" x 3' -0" 5 .-0") 01" C I • i WINDOUJ SCHEDULE SIZE FOJECT INFORMATION DOOR SCEULE HEIGHT 6 -8" 6 ` -8" 6'_8" 6' -8' 6' -8" TYPE C AREA (SF.) 20.0 20.0 12.0 15.0 61 SF. CONT. HANDRAIL 34 " -38" ABOVE TREAD NOSING. TERMINATE AT SELL POST, WALL OR SAFETY TERMINALS. SEE FR,ar►, Fu'_4 'e '1C/R LOCATz4ON OF SOLID CORE WOOD /GLASS HOLLOW INTERIOR DOOR CORE WooD PRIVACY LOCK I- IOLLOW CORE WOOD HOLLOW CORE WOOD HOLLOW CORE WOOD HOLLOW CORE WOOD : r 4 rp. 5T4!R DETA'L S MATJFIN. STYLE A A ‘- 2 _AYER .it4.15 REMARKS DEAD -BOLT, WEATHER STRIP, GLASS VIEWPORT INTERIOR DOOR PRIVACY LOCK INTERIOR DOOR PRIVACY LOCK INTERIOR DOOR PRIVACY LOCK 151 -FOLD REMARKS SLIDER SLIDER SLIDER SINGLE HUNG WOOD (1) 2x TREATED WOOD BUILD ING PAPER a OPENING IN EXISTING CONCRETE WALL 2x STUDS Ur' R -2' EX.S'NG SLAB O>■ GRADE I.ip' 2 -C • R- a RRGC PEWIETER I At iON a EX-ER,oQ 154'fP9W 404LL TS. • A B EX5'Pa3 i r (2) 2x TREATED I 1 NEW WINDOW PER PLAN ;1 I) EXTERIOR WALLS ARE 2x6 • Ib"o,c., INTERIOR WALLS ARE 2x4 • 111: TYPICAL UNLESS OTHERWISE NOTED. 4) FIXTURES, APPLIANCES, FINISHES a ACCESSORIES SHALL BE AS APPROVED SY OUJNER, 3) ALL WINDOWS SHALL HAVE AIR VENT OF 4 INCH. MIN. WINDOW AREA, WHICH SHALL OPEN 1/2" OF REQUIRED CsLASS AREA (TYPICAL). 4) BATHROOM FAN 50 CFM 5) IN EVERY SLEEPING ROOM, PROVIDE AN EMERGENCY EXIT WINDOW WITH A WIDTH OF 20" MIN. I HT. 24" 4 NOT LESS THAN 5.1 SF. OPENABLE AREA (MIN. 3'- 0 "x4' -6" IF DOUBLE HUNG OR 4 WINDOW IF SLIDER) AND NOT MORE THAN 44" FROI'l FLOOR TO SILL. 6) NOT USED. 1) SMOKE DETECTORS (SD.) ARE REQUIRED FOR ALL BEDROOMS AND HALLWAY, HARDWIRED w/BATTERY BACK -UP. 8) CRAUX. SPACE ACCESS: 18 "x24" MIN. 9) BY USING WSEC CHAP. 6 -1, OPT III PRESCRIPTIVE REQUIREMENTS FOR GROUP R OCCUPANCY HEATING GAS, GLAZING VERTICAL U- vALUE: 0.40, DOOR U- VALUE: 020, INSULATION: WALLS ABOVE GRADE: R -21, SLAB -ON- GRADE: R -10, FLOOR R -30 10) PROVIDE WATER - RESISTANT Cu3 BEHIND ALL PLUMBING FIXTURES :, 60" G.T. AROUND TUB, TYP. 11) GLAZING AIR LEAKAGE MEASURES SHALL BE STOPS w/ SEALANT OR CAULDING ALL AROUND FOR FIXED SITE BUILT 12) INSULATION SHALL BE PLACED BEHIND 54-1OLLER/TU8 AND BEHIND PARTITION STUDS /COMERS. 13) STANDARD AIR LEAKAGE IS COMPLETE AND INSTALLED IN BETWEEN SOLE PLATE /SUBF1..00'' , IN WIRING/PLUMBING/DUCT REGISTER PENETRATIONS, IN RIM JOISTS/MUDSILLS, IN PARTITION STUD PENETRATIONS, AND AROUND WINDOW AND DOOR FRAMES. 14) INSULATION BAFFLES SHALL SE PLACED IN CEILINGS TO MAINTAIN AT LEAST 1" VENTILATION SPACE AND EXTEND 6" VERTICALLY ABOVE 8P4TS. OR 12" VERTICALLY ABOVE LOOSE FILL INSULATION. 15) VAPOR RETARDERS SHALL BE INSTALLED TOWARD THE WARM SURFACE FOR BACKED BATTS, FACE - STAPLED BATTS, AND FACE - STAPLED BACKED BATTS. 16) RECESSED LIGHTING FIXTURES SHALL MEET IC RATED FIXTURES ENCLOSED BY A )5" GYPSOUM WALL BORARD BOX OR OTHER AIRTIGHT ASSEMBLY. 11) EXPOSED FOAM INSULATION SHALL BE PROTECTED w/ METAL OR PLASTIC FLASHING THAT EXTENDS BELOW GRADE, SE APPROVED FOR SUBGRADE, EXTERIOUR USE I PROPERLY INSTALLED 18) NOT USED 19) 6 MIL. SLACK PLY GROUND COVER, LAPPED 12" AT JOINTS. 20) CAULKING IS INSTALLED AROUND LIGHT FIXTURES AND FLUE PENETRATIONS. 21) SERVICE RECIRCULATION HOT WATER PIPING SHALL BE INSULATED PER CODE_ 22) SHOWERS AND LAVATORIES SHALL LIMIT FLOW TO i 3.0 GALS. PER MN FURING te XJSTNG WAIL CONSTJCTECN NOTES: 10:U F' -t' 5►DNG sIDE ELEVATION 1. THIS SET REPRESENTS "THE PERMIT DRAWINGS" AND INTENDED TO SHOW MINIMUM !REQUIREMENTS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL CONSTRUCTION NECESSARY FOR THE COMPLETE INSTALLATION OF ALL OPERATING SYSTEMS, MATERIALS AND FINISHES IN ACCORDANCE WITH MFR'S RECOMMENDATION CONTRACTOR SHALL THOROUGHLY REVIEW DRAWINGS, PECIFICATIONS AND OWNER'S REQUINTS. 2. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS PRIOR TO BID. DISCREPANCIES 'N DIMENSIONS, DRAWINGS, GRAPHIC REPRESENTATION AND ACTUAL FIELD MEASUREMENTS SHALL DE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. GENER4L NOTES: 3. CONSTRUCTION SHALL BE BASED ON THE CITY APPROVED PLANS AND OtINER'S COMMENTS. THE APPROVED PLANS ARE TO REMAIN ON SITE AT ALL TIMES FOR USE BY ALL INVOLVED TRADES AND INSPECTORS. 4. THIS SET OF DRAWINGS SHALL NOT SE COPIED IN WHOLE OR N PART WITHOUT PRIOR WRITTEN CONSENT FROM THE OWNER THIS DOCUMENT IS CONSIDERED AS ONE UNIT AND SHALL NOT BE CONSIDERED COMPLETE OR WHOLE IF DOCUMENTS ARE SEPARATED IN ANY MANNER- DOCUMENTS SHALL NOT BE SEPARATED FOR THE PURPOSES OF °SUlM I TT ING PROPOSALS OR FOR SEPARATE PHASES OF CONSTRUCTION. 5. THESE DOCUMENTS ARE PREPARED FOR THE USE BY CONTRACTOR AND IN NO WAY, EITHER IN WHOLE OR IN PART CONSTITUTE ANY DIRECTION OR INSTRUCTION TO ANY CONTRACTOR WITH REGARD TO CONSTRUCTION METHODS, MEANS OR TECHNIQUES. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION WORK INCLUDING BUT NOT LIMITED TO, SEQUENCE 4 TEMPORARY SHORING OF ALL EXISTINGs STRUCTURES t VERIFICATION OF EXISTING UTILITIES t SERVICES. 1. CONTRACTOR SHALL NOTIFY UTILITIES PRIOR TO COMMENCEMENT OF ALL WORK. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRS, SUBJECT TO CITY AND UTILITY INSPECTOR'S FINAL APPROVAL. 8. CONTRACTOR SHALL CLEAN UP ALL PUBLIC RIGHT -OF -WAY AND PRIVATE DRIVEWAYS AFTER EACH WORK DAY. CONSTRUCTION VEHICLES SHALL NOT BLOCK PUBLIC TRAFFIC OR ENTRIES AT ANY TIME. CONTRACTOR SHALL WORK ACCORDING TO CITY'S ALLOUJED SCHEDULES ONLY. 9. ALL WORK SHALL COMPLY TO I.S.O. 2004, WASHINGTON STATE ENERGY CODE, CITY OF TUKWILA ZONING t BUILDING CODES, REGULATIONS, 4 REQUIREMENTS, LATEST AMENDMENTS (TYPICAL). 12 .r• 6' i-40R2. 6IDNG —� :' • :i.%+iJi::: SIDE ELEVATION • r - ` • I ' 4J . 414' J 1 1 ~' ~ 1414 ^ . w y 1 �-. 6x'2 c S'Plk '.'E r.-> 1)0+3: AMMO TSE ARCHITECTURE ENGINEERING PLANNING 12810 N.E. 178 ST. • Sufte 101 Woodinville, WA 98072 -8702 425 481 -6601 • FAX: 4 81 - 637 111 M 6708 revisions: REGISTERED T DERS R. RAMAN STATE OF WASHINGTON project title: vO'S HOUSE sheet title: FLOOR PLANS, REMODEL TUKWILA, WA 50-IEDULE5 a NOTES oats: CL 2 1` sCe •z= � r 462e- / I I I •••• •• .• 4 Aar R jORONDE :: 2i OR 31( SOLID ELOOUNG llCER P. 4i-L J 1 E ABOVE UPPER FLOOR /LOWER ROOF FRAMING PLAN • (47 / 1~ -g 1 ALL FLOOR JOT ARE: 11 -1/8' TJI PRO I50's AT 192' oc VERIFY UV MFG LAYOUT 3E DIV. 06100 x LEDGER • I GENERAL FRAMING NOTES I FRAMING PLAN KEYNOTES f F -1 F-3 I F -4 F -5 F -6 I F -S J F -9 F -10 F -II F -I3 F -14 F -I5 J 1. SEE GOvER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. SEE TYPICAL MATERIALS LIST ON SECTION SWEET 3. SEE COvERSWEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. 4. TRUSS DESIGN 5Y MANUF. TRUSS PLAN gel 1$ FOR GENERAL LAYOUT ONLY SEE DIV. 6100 SHEET A -I - TRUSS LOADING SEE DIV. 010001A SWEET A -1 - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN . ROOF FRAMING SPACING, 24' o.c. UN.O. 6. ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. T. RAFTER TAIL 2x4. VERIFY. 13. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. '9. ALL HEADERS ARE 4x10 OF '2 UN.O. PROVIDE (I) TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' UN.O. SEE DIV. 06100 SWEET A -I BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HvAC DUCTING. SEE DIV.15 SWEET A -I RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. ALIGN EDGE OF JOIST WITW FACE OF WALL ALIGN INSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL UPSET - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS TOP OF BEAM IS FLUSW WITW BOTTOM OF JOIST WItN NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT SEE CALCULATION SEE DIV. 01002 SHEET .4-1 FLOOR JOIST - SEE SCWEDULE DWG. SEE DIV. 06100 SWEET A -I SEE ELEVATIONS AND SECTIONS FOR PLATE WEIGHT PRESSURE BLOCKING SEE Dlv. 06100 SWEET A -I FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS TOP OP BEAT FLUSH WI TOP OF JOIST AND BEAT''! EXTENDS DON BELOW JOISTS TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR NvAC OVER BEAM AND BEAM BUMPS DOU1N BELOW JOISTS 2X6 OVERFRAMING • 24' 00 2X6 CEILING JOISTS • 24' 00 i- ANAGEQ t ^ 2 ", Y ,0 0*4- _OA D '- ABOVE 1 ; U V � 'O BE AE.. F O R SYMBOLS & LEGEND f' O ., _OLD FRD ABOvE .rr' _C D a = a _OA= TRANSFEWNG Avh r` 1 •.' _CAr 9 - K •'r.ER 4f/ i 4fr $ • ..0.A - SZE..ES<IN.. PONT 5, 1•; . NG �!!" G�►. STRAP Wit"'. - S ZE E &Cats. - ;7. ..011eZ ''4 STRAP WI* S•ZE IGNA a INC CATE6 SEAM -, CN .i,r 1114DEXEC WIDER —� Dew! Os +. AR ...�.. �.... -vim OF SWAM :sa... suk6.,b. adisCVE 346.4. MOIL, :■41.256 O'''BE )4OTED. 1946041E19.11 ANC DPIT S- 7 1 , r BASE PLN B2000 -OS8 A4 PERMIT Cella • art OF MONA SEP1IMI C. D2000 -297 CRAWL SPACE VENTS CRAWL SPACE AREA 914 SF 2. CRAWL SPACE AREA 150 3F OF /ENT AREA REQUIRED 3. T'(PCAL VENT SIZE . .4548'x.15 (15% EFFICIENCY) _ .58 SF PER VENT NET FREE AREA 4. VENT AREA / .58 : __ 1i.2 VENTS REQUIRED. 5. . 12 VENTS SHOtLN :SEE PLAN FOR LOCATION) b. 12 VENTS x .58 : k_16 5F OF VENT AREA PROVIDED. '1. VENTS SHALL BE COVERED WITH CORROSION RESISTANT WIRE MESH .IT-4 OPENINGS OF I /4' MAX. 8 VENTS LOCATED IN RIM JOIST MUST BE PERMANENTLY BAFFLED. WSEC 502.1.4.1 rF 1 1' 11 • CI D • 1 i -- Y s FOUNDATION /MAIN FLOOR FRAMING PLAN Patio CONC I 1 (FP 111 . C FP -5 .z: -4' 1 4 -r' r F -IS ALL FLOOR JOIST ARE: 11 -1 /S' TJI PRO 150'5 AT I9.2' oc VERIFY' W/ MFG LAYOUT SEE DIV. 06100 4- START FRAMING HERE PP- ; 5' E :FC EEk. L= ��• �v� VECPIEC PEWIT p' LA i . • e � W : — tvg T qUio 11111 GENERAL FRAMING NOTES J LFOUNDAT1ON KEYNOTES 1 [ FP-1 FP -3 FP -5 FP - 6 FP -1 FP-8 J FP -9 LFP - 10 1 FP-11 : [ !!- ] 11 STUB STEEL 12' INTO SLAB • 12'0c r FP -18 4ft 1. SEE COVER SHEET FOR ALL GENERAL NOTE5 AND REQUIREMENTS. 2, SEE TYPICAL MATERIALS LIST ON SECTION S -IEE- 3. SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL. PLUMBING, AND ELECTRICAL. 4. TRUSS DESIGN BY MANUF. TRUSS PLAN SHOUN IS FOR GENERAL LAYOUT ONLY SEE DIY. 6100 SHEET A -1 - TRUSS LOADING SEE Div. 010001A SHEET A -1 - TRUSS SPAN PER FLOOR PLANS • TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24' o.c. UN.O. b. ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1. RAFTER TAIL 2x4. '✓ERlFY. e. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. g. ALL HEADERS ARE 4x10 OF •2 UN.O. PROVIDE (I) TRIMMER STUD UP TO 4'-es' SPAN AND (2) TRIMMER STUDS OVER 4` -0' UN.O. SEE DIV. 06100 SHEET A -1 CONCRETE STEM WALL 8' WIDE WITH MIN. 15•x„ FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION. SEE DIV. 3 SWEET A -I CONCRETE STEM WALL. 6' WIDE WITH MIN. I2'xb' FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION. SEE DIV. 3 SHEET A-I CONCRETE SLAB ON GRADE SHALL BE 4' THICK STEEL TROWELED FINISH, W/ bx6 W1.4xW1.4 UJl1F ON 4' GRANULAR FILL. SLOPE 2' TO DOOR PROVIDE THICKENED EDGE AT DOOR SEE DIV. 3 SHEET A -I 6x6 POST ON C1366_ I' ABOVE SLAB ON 36'x36'x8' MAT FOOTING C1v SOLID SUBSTRATE W /(4) 0 4 BAR EACH WAY. SEE Div. 3 SHEET A -I CRAWL SPACE VENT. SEE CALCULATION BELOW. SEE DIV. 1 SWEET A -1 ALL CRIPPLE WALLS ARE 2x6 OR 3x4 * 16' o.c. U.N.O. 14' MM STUD LEN PER UBC SEE DIV. 6 SHEET A -1 4x110 BEAM LINE. MIN. I' CLEARANCE FROM CONCRETE AT END OF BEAMS SEE DIV. 6 SHEET A -I 4x4 POST (5CA8 POST AND BEAM WITH 2x4) ON 90• FELT ON MAT FOOTING UNA. PROVIDE 4x6 POST • BEAM SPLICE 4 POSITIVE CON- NECTION FROM POST TO FOOTING. PER DETAIL 16/D1. SEE DIY. 6 SHEET A -I 6 MIL BLACK POLYETHYLENE GROUND COVER ON GRADE. SEE DIV. 1 SHEET A -1 ELECTRICAL. SERVICE: PROVIDE (1) 2 I/2' SCHEDULE 80 PVC CONDUIT FOR ELECTRICAL. SERVICE AND (1) 5 /8'x8' LONG GAL VAN IZED ROD FOR ELECTRICAL CiROLNDIN*. SEE DIV. I6 AND VERIFY W/ SITE CONDITIONS BLOCK OUT m STEM WALL FOR DOORS, I.1VAC, ETC. AS REQUIRED 18'x24' CRAWL SPACE ACCESS. INSULATE AND LLJEATHER STRIP. SEE Div. D10022 SHEET A -122 PRESSURE BLOCKING OF 5AI" tE SIZE AS ADJACENT JOIST. 24'X24'X~' MAT FOOTING ON SOLID SUBSTRATE W/ (2) •4 BAR EACH WAY OR 12' STRIP FOOTING PER DETAIL 16/C! 3D'X30'X MA' FOOTIN ON SOL.C. SUBSTRATE. w/ (2) '4 BAR EACH WAY OR 15' STRIP SOOTING PER DETAIL 16/DI. 36 MAT FOOTING ON 50L SUBSTRATE W/ (2) •4 BAR EACH WAY FLOOR JOIST SEE DIV. 6 -€ET A- ( FP -19 ! 4x8 BEAM LINE. SOLID SLOGGING SED IEEN ,:0:5' OVER SUPPORT. SEE D;ViSIG'N 06100 S•+EET C• F ; PROVIDE SOLID BLOCKING THRU t SYSTEM TC PROVIDE SAM AREA O BEAM' SUPPORT AS ABOVE AND BE ►Oa+ SEE Dry. 6 S' €ET A - mac -2 ; ''i N. ' C...EARANCE PROM CONC.:RETE ' AT !P O< SEAMS (FP Ex- PER r';\ •8' BELOu, SuRRCuNDiNG E (P 3' , A 'ER 5'E E _ POST 1 SYMBOLS & LEGEND pow FRO ADOYE PO r"' _OI.Q F4.'7" AMOY'S :.CAD 'QCs IQ "N' _C4i - R r : Rya #Q '4- • y •SQ' ...4. 5il?AF ZE QE!l Cam:. KC. CAMS BlEdu 11� NLPIEEIR 446. mscvs Moot 14C"'ED ENCWEIMPG AN= Tab ARE rL' MINCTeCE0 Ai " -ESE h.h46 a 1- ( z ti 0 w C LJ H M.• E N W x Z ° 1 44 C2 'et Z 014 w I~- IRICEITEC CPT OF 11:AloglA SEP O "*" I ./ f�- • •n X 'BASE _1i 8y3C - A2 ■ is File: D04 -0383 35mm Drawing #1 -2 IIIIIIIIIIIf IIIIIIIII�I Inch 1/16 In c;Piall be made to the scope ( ~ . ° hout rior approval PPr+odai of 1;1:: j a Building Divhdon. NOTE: Revisions will require a new and May Include Plan submittal additional plan review fees. A 4 96 t I 6 6 LL 6 6 , L 9 I I I I I I I I I I I I I I I I I I I £ I I I I (I I I I I Z I I I I LI 1„I I I I I I I I I ILI 0 I I E, z w IiihiiIIII�IIiiii III!IIIIIIIIIIIIIii iiiibisI IIIIIIIIIIIIIII0 I ,r S r Plan ne APR✓al view of PProvai is subject to errors and o icOnstruction d missions. the violation 'of any marts does not authorize of adopted approved Reid Co node 'ordinance. pt is acknowledged: /1 '2 /\, TS eY • r` 4 FILE CpR'X !ermit No. city of 7bkwfla 1BUILDING DIVISION \ An r v C r) = .,•■•■ = — , • — - 1.o 0 = ye 1M• 0) • .- 0) I f 10 t.447 COWL fcc Sp GteA uke-a4 (• r\A\11`4‘. . • . - " • .„ . WC% cr, Lia ) 11144 autet4 etroecelk R ECEIVED CITO Y F TUKWILA MAY 2 0 2005 PERMIT CENTER