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Permit D03-189 - DOAK HOMES - LOT 2 NEW SINGLE FAMILY RESIDENCE
DOAK HOMES -LOT 2 4058 SOUTH 148r" STREET D03 -189 Parcel No.: 0040000959 Address: 4058 S 148 ST TUKW Suite No: Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: DARRYL DOAK SR Address: 11812 26 AV SW, BURIEN WA Contractor: Name: DOAK HOMES INC. Address: 11917 4TH AVENUE S.W., SEATTLE, WA Contractor License No: DOAKHI *092NZ DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2,432 SQ FT SINGLE FAMILY RESIDENCE AND 498 SQ FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, STORM DRAINAGE, LAND ALTERING, AND DRIVEWAY ACCESS. WATER DISTRICT 125 AND VAL -VUE SEWER DISTRICT. Value of Construction: $ $236,818.20 Type of Fire Protection: N/A Type of Construction: VN Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DOAK HOMES INC 4058 S 148 ST, TUKWILA WA DOAK HOMES INC 11812 26 AV SW, BURIEN WA Public Works Activities: N N N Y N N N N Y N N DEVELOPMENT PERMIT Private: Profit: N Private: D03 -189 Permit Number: Issue Date: Permit Expires On: Phone: Phone: 206 372 -2280 Phone: 206 246 -6587 Expiration Date:08 /08/2005 Fees Collected: $3,489.57 Uniform Building Code Edition: 1997 Occupancy per UBC: 7 Size (Inches): 0 Number: 0 Start Time: End Time: Volumes: Cut 30 c.y. Fill 30 c.y. Start Time: End Time: Public: Non - Profit: N Public: D03 -189 08/29/2003 02/25/2004 Printed: 08 -29 -2003 :kS . s�:ti,. Water Meter: N doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 ** Continued Next Page ** D03 -189 Printed: 08 -29 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating constr ion or he performance of work. I am authorized to sign and obtain this development permit. Signature: �j Date: IV 2 P/ 9 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: Devperm D03 -189 Printed: 08 -29 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0040000959 Address: 4058 S 148 ST TUKW Suite No: Tenant: DOAK HOMES INC PERMIT CONDITIONS Permit Number: D03 -189 Status: ISSUED Applied Date: 06/18/2003 Issue Date: 08/29/2003 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 7: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 8: Subgrade preparation including drainage, excavation, compaction, and fill requirement shall conform strictly with recommendations given in the soils report. 9: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: All wood to remain in placed concrete shall be treated wood. 12: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations 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 ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 13: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 14: Comply with the requirements of TMC 16.04, Demolition /Relocation of Structures and Article 87 of the Uniform Fire Code. 15: Contact the Public Works Division to obtain inspections of the water and sewer connections or disconnections prior to cover (433-0179). 16: Manufacturers installation instructions required on site for the building inspectors review. doc: Conditions D03 -189 Printed: 08 -29 -2003 17: 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. 18: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. 19: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. 20: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). 21: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. 303.1.3.). 22: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 23: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 24: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. 25: Permit is valid between the weekday hours of 7 :00 a.m. and 3:30 p.m. only. 26: Any material spilled onto any street shall be cleaned up immediately. 27: A copy of the Certificate of Insurance Coverage (minimum of $1,000,000 naming the City of Tukwila as additionally insured). 28: A $2,000 bond made out to the City of Tukwila for possible property damages caused by activities. 29: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 30: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 31: The Land Altering Permit Fee is based upon an estimated 30 cubic yards of cut 30 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 32: Downspouts, driveway, patio and drainage from other impervious areas shall be collected in an on -site storm drain system. Drains shall be 4" minimum diameter, PVC schedule 40 or corrugated poly ethylene pipe with a minimum 1% slope for gravity discharge to location approved by the Public Works Department. Downspouts shall not connect to footing drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. 33: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of 5'. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 D03 -189 Printed: 08 -29 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: ( / Print Name: doc: Conditions D03 -189 Date: Printed: 08 -29 -2003 Site Address: 9 ' -� S //'7 Tenant Name: Property Owners Name: Mailing Address: Name: I Mailing Address: E -Mail Address: Company Name: Mailing Address: D Contact Person: ,)4p- /,�,Zy / ,� //4 E -Mail Address: Contractor Registration Number: .Do /)—, 2- 0? 2 **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:6 ,a -e (JP s/y N % ' c- p zy /!D 9b 2 Mailing Address: l 97/S to 6 /4 yv4 f/ /0 2 �'�� -� �N / City Contact Person: lk - ll,% /// E -Mail Address: A/1/q- ,ENGINEER OF RECORD All plans must be wet stamped by Engineer of Record Company Name: /x///40 5;05 ee'r/‘ -, ci Ate e/5 /4- 4/ L /!. /.+v c " p Mailing Address: [ 7 2 3 o /L'. � /22,949c4"4" �,� 2) ��i1-l/ ie /),*> C � Contact Person: ii S'e4/'i etie it Address: fr \applications \permit application (3 -2003 3/2003 CITY OF TUKWIL4 Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Doak Homes, Inc. 11t31z 26th Ave SW ,?Y / F Doak Homes, Inc. 11812 26th Ave SW Burien, WA 98148 Doak Homes, Inc. 11812 26th Ave SW urien, WA 98 4 .�' • �itlC /Neer, 19/1//1// go 1 : - / , A- = ‘6© / I'age I Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** King Co Assessor's Tax No.: 0 D tj/D CO - D 5 Suite Number: Floor: New Tenant: 111 .... Yes [".No City State Zip Day Telephone: . 06 ^ ? 7 ? — e 2(C) City State Zip Fax Number: O6 2 yi - G se City State Zip Day Telephone: 2c6 ->_ %•-- 6 57 Fax Number: 2 06 3 7 -- 2 2'0 Expiration Date: '- r- O 3 9 (o) State Zip Day Telephone: 4 /2 S - Fax Number: V25 5` 77 City State Zip Day Telephone:206 / •• 1 33 Fax Number: '/4t 6 " , ') .ru /it°lo/ Valuation of Project (contractor's bid price): $ // Existing Building Valuation: $ Scope of Work (please provide detailed information): 13 K •� /d /(9 ec.' 4,4 s e c-2,1 /1l.4-(4 -461' A A Will there be new rack storage? 0 ..Yes o If "yes ", see Handout No. Provide All Building Areas in Square Footage Below 1 ":Floor:: 2 " Floor Std Floor Floors:: thru Basement Accessory Structure* Attached Garage Detached Garage. .Attached Carport. Detached Carport;;:. • . Covered Deck Uncovered Deck Existing Interior Remodel iv A Addition to Existing Structure New Type of Construction per UBC it) p / 6934 f (.00 C`'(TF' AIM e • • r . • y 9 iv Type of Occupancy per UBC PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: g7 3 (',) Floor area for accessory dwelling: .19 *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: ` Compact: Handicap: Will there be a change in use? ....Yes No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: 0.. Sprinklers ❑..Automatic Fire Alarm ❑..None Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes fEt:ThIo If "yes", attach list of materials and storage locations on a separate 8-1/2 x 11 paper indicating quantities and Material Safety Data Sheets. \applications \permit application (3 -2003) 3/2003 . Page 2 for requirements. -Other (specify) l/ke Ave/frig/cif A /5 y,,ViL 1,'qt)" ••,,. Z = • W ce 6 O 0 to 0 Lu Lu 1 _ Q w 0 2 J u_ Q = • a w _ Z I— O Z I— = p U O — O I— W W 0 r- u- O w Z U= 0 Z LIC WORKS PERMIT IN' 1 RIVIATI Scope of Work (please provide detailed information): ,q /� �,,, ,, ,� f 5' tW,9., p e F�tiJ e<191 t • Please'refer to Public Works Bulletin #1 for fees and estimate sheet. Water District Tgtitila Water District #125 ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ ...Septic System - For onsite sep is \applications \permit application (3 -2003) 3/2003 . ValVue Submitted with Application (mark boxes which apply): Civil Plans (Maximum Paper Size -22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance 2 .. Maintenance Agreement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right Use - No Disturbance Construction/Excavation/Fill - Right -of -way Non Right -of -way Sr..Total Cut cubic yards ,.Total Fill cubic yards ia."..Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... 3 /c,/ ❑ ...Temporary Water Meter Size.. 9, ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public _ ❑ ...Water Main Extension Public _ 0... Sewer Availability Provide Call before you Dig: 1- 800 - 424 -5555 ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line WO# WO# WO# Private Private ❑ .. Highline ❑ ...Renton ❑ .. Renton ❑ ...Seattle .. Approved Septic Plans Provided urrent septic design approval by King County Health Department. Geotechnical Report ❑ .. Right -of -way Use - Profit for less than 72 hours ( sqrRight -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone `j Storm Drainage FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip n.. Day Telephone:' Water Meter Refund/Billing: Name: Mailing Address: City State Zip Page 3 ❑...Traffic Impact Analysis ❑...Hold Harmless ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation in Utility Undergrounding ❑ .. .Deduct Water Meter Size X n v e dtiixV.hvd3m3 �. Ktv.4ti`;fy+!DYH�t4 Unit Type: Qty . Unit Type:. Qty . . Unit Type: ' :.: Qty Boiler /Compressor:. Qty Furnace <100K BTU 1 Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BIN ,:: • ' Furnace>100K BTU Evaporator Cooler 3 -15 HP /500,000.BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended /Wall /Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU I-Ieat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm /Ind Company Name: Mailing Address: E -Mail Address: .A i':PERM1T;JNEORMATION =` 206- 431= -367 MECHANICAL CONTRACTOR INFORMATION Doak Homes, Inc. 11812 26th Ave SW But len, WA 98146 Contact Person: ✓Away/ 5 A 4'4 Contractor Registration Number: )o,) -,E ,L/L'» ( 4/ * *An original or notarized copy of current Washington State Contractor Valuation of Project (contractor's bid price): $ 3 6 7ri ,4e/) - - / 6ur� /e447 i Indicate type of mechanical work being installed and the quantity below: City Stale Zip Day Telephone: 2c'6 3 7 2 - 2 2 go Fax Number: 2 c, 6 - y.6 _ 6 C' 7 Expiration Date: if - / - G� License must be presented at the time of permit issuance ** • Scope of Work (please provide detailed information): Afo'frz",-/'/ , e , ,C;, , . re, / . c , / - w cy Use: Residential: New ...? Replacement ....� Commercial: New .... Replacement .... Fuel Type: Electric Gas Other: PER.MIT'APPUCATION; NOTE plicable to all permits in this application 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 TI-IAT 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 0 R OR AUT�OR� D AGENT: e c Signature: fl / / / / cam, y c ��¢/Z / �< r2R'� mak Homes, Inc. Print Name: Mailing Address: 11812 26th Ave SW \applications \permit application (3 -2003) 3/2003 Burien, WA 98148 Page 4 City Date: -- (� ? Day Telephone: 2 e, l - 3 72 - 2 Sv Stale Zip Date Application Accepted: Date Application Expires: /,2 /6\ - Staff Initials: tic i usvc..u.:47a. it Nd is .a :' .: ' w 8Bh4zi¢lttu i ', Pik' 7 ,. , kr:rtY +.ii %uuua hYirw+ew City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z RECEIPT ,_ Z 6 la Parcel No.: 0040000959 Permit Number: D03-189 UO Address: 4058 S 148 ST TUKW Status: ISSUED c o W Suite No: Applied Date: 06/18/2003 Lu F Applica DOAK HOMES INC Issue Date: 08/29/2003 N Li- iii 2 u_ < Receipt No.: R04 -00595 Payment Amount: 65.48 cn d = iw Initials: SKS Payment Date: 05/18/2004 02:55 PM z _ F User ID: 1165 Balance: $0.00 i- O zi- Do U 0— C1 I— = U I— F . Payee: doc: Receipt DARRYL DOAK TRANSACTION LIST: Type Method Description Amount u. O Z w Payment Check 3858 65.48 0 O~ Z ACCOUNT ITEM LIST: Description BUILDING - RES PLAN CHECK - RES Account Code Current Pmts 000/322.100 11.20 000/345.830 54.28 Total: 65.48 v i�! 7 rt 0710 TOTAL 65.0 Printed: 05 -18 -2004 City of Tukwila Parcel No.: 0040000959 Address: 4058 S 148 ST TUKW Suite No: Applicant: DOAK HOMES INC Receipt No.: R04 -00649 Payment Amount: 47.00 Initials: SKS Payment Date: 05/26/2004 02:04 PM User ID: 1165 Balance: $0.00 Payee: DOAK HOMES TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description doc: Receipt 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PLAN CHECK - RES RECEIPT Permit Number: D03-189 Status: ISSUED Applied Date: 06/18/2003 Issue Date: 08/29/2003 Amount Payment Check 3887 47.00 Account Code Current Pmts 000/345.830 47.00 Total: 47.00 : , n 7 071.6 TOTAi.. 294.00 Printed: 05 -26 -2004 Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 0040000959 4058 S 148 ST TUKW DOAK HOMES INC R03 -01067 SKS 1165 DOAK HOMES INC TRANSACTION LIST: Type Method Payment Check 3281 BUILDING - RES PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE STATE BUILDING SURCHARGE Description RECEIPT Account Code 000/322.100 000/342.400 000/342.400 000/386.904 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 1,941.95 Current Pmts 1,760.95 23.50 153.00 4.50 Total: 1,941.95 D03 -189 APPROVED 06/18/2003 1,941.95 i' 3/ 29 9716 i o ! A1 :72 08/29/2003 10:43 AM $0.00 Printed: 08 -29 -2003 F -W . re Parcel No.: 0040000959 Permit Number: D03 -189 6 v Address: 4058 S 148 ST TUKW Status: ISSUED 0 0 Suite No: Applied Date: 06/18/2003 co 0 . co Applicant: DOAK HOMES INC Issue Date: 08/29/2003 _ 0 H LL w 2 Receipt No.: R03 -01118 Payment Amount: 47.00 g Q co Initials: SKS Payment Date: 09/12/2003 10:43 AM = w User ID: 1165 Balance: $0.00 I— z Z1.- 1-0 ZI— w uj O • N O 1- W W Type Method Description Amount t H , IL Payment Check 3327 47.00 ..Z P _ ' , O 1- Payee: TRANSACTION LIST: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DOAK HOMES INC PLAN CHECK - RES RECEIPT Account Code Current Pmts 000/345.830 47.00 Total: 47.00 2578 09/12 9716 TOTAL 47.00 Printed: 09 -12 -2003 z City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0040000955 Address: Suite No: Applicant: DOAK HOMES - LOT 2 RECEIPT Receipt No.: R03 -00740 Payment Amount: 1,547.62 Initials: SKS Payment Date: 06/18/2003 03:27 PM User ID: 1165 Balance: $1,941.95 Payee: DOAK HOMES INC TRANSACTION LIST: Type Method Description Amount Payment Check 3179 1,547.62 ACCOUNT ITEM LIST: Description doc: Receipt PLAN CHECK - RES PW BASE APPLICATION FEE PW PLAN REVIEW Account Code Current Pmts 000/345.830 000/322.100 000/345.830 Permit Number: D03 -189 Status: PENDING Applied Date: 06/18/2003 Issue Date: 1,144.62 250.00 153.00 Total: 1,547.62 969.1 06/10 1716 TOTAL. 1547.62 Printed: 06 -18 -2003 Project: 4I I,, Doa I / I YlP� Tye of Inspectio IKe 1AS (c Address: '"' X 65 J . /4 t Date Called ) j "\ 1 ;J 12-1 / 0 - � Date Wanted. f // a. ,. 1 I /Uq %r..� Special Instructions: f) Requester: Phone No / 37a GVgU INSPECTION RECORD Retain a copy with permit 1 P PERMITJ„N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 R Approved per applicable codes. Corrections required prior to approval. COMMENTS: erizt.__ 777 /--/- Date: /272/...19 17 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee mu% be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pr } ct: 0, Type of Inspection: Ad ress: 1 J. Date Called: 7,7i, i17i� (/ Special Instructions: Date Wanted: am, ) /a0/ y ow ( • ..... Request_ auvv4) Phone No:< El Approved per applicable codes. Receipt No.: INSPECTION RECORD Retain a copy with permit 'Date: INSPECTION NO. RM /L - / 1 CITY OF- TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Corrections required prior to approval. COMMENTS: Inspect° Date: 7; o_ori El $47.00 REINSPEgION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. lIrls I i Type of Ins eetion: n A _ rQsn so , si ! 9 . Date 1��.11 VV Called: 01 Voy ..-•— Specia l Instructions: v{ Cr U�'Vvt Date Wanted: r' N p.m. 0 /� `� Requeste Phiani o: w ��. 3 72 2 2-2, INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 NO. El Approved per applicable codes. • t ! i (206)431 -3670 Corrections required prior to approval. COMMENTS: Date: / ri $4 s e. INSPECTION EE REQUIRED. Prior to inspection, fee mus be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: -. s r�.� P�fto'r•;v i ,���`5i�c:,'Cd � a �� c ».- aAi: «:..+ it`,,' ai .t .. •,�..� Project: D oCA K Mollies Type of Inspection; Fi ia 1 Address: 4050 ' � S � Date Called: t 2 Special Instructions: Date Wanted: a i2 -- / -09 Requester: rry �� �K � Phone No: 2o6 — 22go GtAs iy) 1. ck Re" D03 -181 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. El Corrections required prior to approval. COMMENTS: /wmay ,cuf/LJ 2 ,,�„ /2/ , F ( ,L,-P am, irc.c10.1 c we4A 1 / ° Y F O P Inspector: Date: / / / by $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pr� t (0(14„. 16 in/40._, Typ of Ins ectbn r 5 - 3 3 ( Ni ate Calle • /2/0 Special Instructions. Date Wanted: d /4ft3 ��, P.m. Re q uester: Pho2 & ^ 3 --. go MEd • 4 .xy..�y„ ,wl. tr.:tr•,.. °v ..Sa;.a� �h�x, . ' .�..,._....,�. .w.. INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION ERMIT N 4 , 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 1 43 -3670 g Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 7, Inspector: Date: C'S ` 3— o —t El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Projec . 4. Type of Inspection: Address: ' Date Called: Special Instructions: Date Wanted: a.m. p.m• Requester: Phone No: 2-0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 10 3 --1 PERMIT ' I 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 a rpproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: C If ri I./ Inspector:' f1() Date: 2 J El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: ,(J..QP .i. r rf i � t ,� }t Ft , i, s 1 1...,+^f'.0 Ty of Inspection: s check dnYeway jracie berm Address: Date Called: 0.�8 s 48 t 7 P7 Special Instructions: Date Wanted: a.m. 1-15-04 Requester: ° Darryl Doa Phone No: 2.06-372.-2200 `L5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. Inspector: u Date: ?if 5 Ei $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: our `L5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. Inspector: u Date: ?if 5 Ei $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: our jei)ct:. j/ YYLo/ Type of I spec ioaI 6 (pv-A i , t) A r s : 5 - g 6. I l ig Si" Da�� Cal led: Si ( (0Y Speci I Instructions: 1 O P D Date Wanted: s oy Requester: t 1 ` Pho No: I 9 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspector' r DO3 • PERMIT (206)431 -3670 1g 4pproved per applicable codes. Corrections required prior to approval. COMMENTS: V Ci Or hra✓r%wr 0) 0 -0v14.4 Y�� t to < \-O (,S 4PA Lin Date: r , ,01..) $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pr • ct: a n �Cl' Type,of Inspection: I /l I - w � - !.t 14 , .t- (p r A r ss. , r i 7 • s I 9 J / D � Called: Spe ai Instructions: anted: !!! s l i( Requester: LA Ph�c� o: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date 5 j; r- $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project-, ) - ;;-7---e-- Type of lApection: '7/.2-,71(>2./i Date Called: Address: 705E S. /w Si Special Instructions: Date Wanted: 3 7 • • Requester Phone No: 3 -..2.21 = •7•.• 1 • ; INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 N3 (206)431-3670 OM M ENTS: • c .1 Approved per applicable codes. Corrections required prior to approval. El S47.00 NSPECTION FE QUIR 1. Prior to inspection, fee must be paid at 6300 Southcenter BI ., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: D l Oc K- w v Type of Inspection: , ` I lO(A r a•e■SUtCN- rUL Address: AO S S 1)--i Si Date Called: - Special Instructions: Date Wanted: a.m Requester: Phone No: I b INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PE T NO. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 206)431 -3670 IR Cpproved per applicable codes. El Corrections required prior to approval. COM M ENTS: A Ga ra4 Inspector: ( ? ,t2zie „ e „ Date: 3-011 Receipt No.: Date: COMMENTS: / : - DO sA04 A VI WO( u v\-\ . t \ '''' -.`r COVVCCA:t b s Tro w, \--Ppaf c■r-t- (s 0 viAp t-P4 Ok■ACk \‘Ncyrd-POt 19 c ; -1- Date Called: 1 Special Instructions: t . . Date Wanted (1 a.53,. Requester. / 4ri;z Phone No: 6-06 .."-:-:.• 7-2 --,-->"? (PO Project- . (•-''''' - C1 -'7 . - , ,I )i'te , Type of Inrtion: f, f1:;elief< Address: / " 4 -'74 Date Called: Special Instructions: t . . Date Wanted (1 a.53,. Requester. / 4ri;z Phone No: 6-06 .."-:-:.• 7-2 --,-->"? (PO INSPECTION RECORD INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 IN:Approved per applicable codes. Retain a copy with permit (206)431-3670 Ei Corrections required prior to approval. El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: P roje 0 if Type of Irection: l Ad ress: S • I L er-St 'pe Date Called: 4 t-i D2/D ). ) 2— p 1 -\-",.,S an Innicik 44 kiai Date Wanted: Requester: OafAAI. Phone No: COMMENTS: ). ) 2— p 1 -\-",.,S an Innicik 44 kiai 6 \V.A.)-( VVP ej s c oh v)ecA,i 4r) -4),(-) ?1( crst ,aa s co 4.. 4.- ,.., INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 1=1 Approved per applicable codes. p Corrections required prior to approval. Inspecte. Date: L A - 3-0 E $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • ••'.. Proje Type of Inspection: A ddress '-�`'� S- �y 8�► Date Called: L ZZ — Qy Special Instructions: Date Wanted: L{-a ()Li a.m. p.m. Requester: ti 1 Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER (206)431 -3670 IN , Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date: 7.00 REINSPECT ION FEE REQUIRED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Proj t: Type of Inspection: Address' n L � o s. IL{ a -J Date Called'' " LI- z■ °y Special Instructions: Date Wanted: LI ---Z Z —U V a.m. p.m. Requester: A Phone No: 12 INSPECTION NO. ,CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: p cto : lwnn�t.Q �1l .t A� .0 / ipt No.: INSPECTION RECORD Retain a copy with permit Date: PE' y IT NO (2 . 6)431 -3670 .Approved per applicable codes. Corrections required prior to approval. Date: a ti .00 REINSPECTION EE REQUIRED. p rior to inspection, fee must be id at 6300 Southcen er Blvd., Suite 10 . Call to schedule reinspection. COMMENTS: / fic%S � 1 c•�'° -h 5-2e.: e . s4/ i 4 S s ) ,h,t-r� ?...,) 1 it.4.- r.`el t.1.1 c--/ ,off", t G',.i / ,,-- r;/7 ..5 L. J . /oQ 4 / - yrr-r-i ;./5 - /Ud i i ts n; �D Y- To rI.►S.0 L A -r E Date Called: 9- 1- n Special Instructions: Date Wanted: L"\ - )-).--()L a.m. p.m. Requester: Phone No: 1 Project:�� �� JU�1 1` `#�f1vv� �P C� Type of Inspection: � YCtWN ■ vI Address: 1-tOSB S - 1 Sr Date Called: 9- 1- n Special Instructions: Date Wanted: L"\ - )-).--()L a.m. p.m. Requester: Phone No: 1 I INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 s Approved per applicable codes. G:1 - DO'S- 199 T O. (206)431 - 3670 Corrections required prior to approval. .A \ 1L 7. 0 REINSPECTIOL FEE REQUIRED. ai at 6300 Southcenter Blvd., Suite 10 Receipt No.: Date: Z_2 — cam rior to inspection, fee must be . Call to schedule reinspection. Date: Project: ,VOck wve Type of Inspection: Skear mat' ` 1\b 1 \ray Address: L- \(s s t -kg s-\- Date Called: 1 1 4-(X-oil Special Instructions: Date Wanted: a.m. �"� ', 0 — C1 IA P.m. Requester: Phone No: 10 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Do3~ i8q Approved per applicable codes. Corrections required prior to approval. COMMENTS: O C 4p See ° ,n .6(19 Inspector: k VC/141jir Date: �1 - r) O -) D $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: P '' ect: Type of Inspecti• n: „ , IM A. Ad • re—s: 5 Da Called;. ( o Speci instructions. • Date Wanted. .m. Request Photne No: — 3- 2 —aa:0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 O Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1.) S\4 .fir v i S l o• - AY - f Inspector: � 3'"` � L Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 01 COMMENTS: /�� ( i ') ' Q V 0 %;\ AR 1° ‘ A dds : 51 !q 5/ . -e ( s\---V. 6 vv\med r1 D 'lc, vlot \ o-- trc t CP c� ,1 IL-I A p Y _ c S L,) - c C )\/ --e _..) k A ) &k er — \ v\ Proj���„ /�� ( Type of In pec tf v1 A dds : 51 !q 5/ Called: Date „ (%1 (0 S ecial Instructions: p Date Wanted: [ / 27 /c4 p: m. Requester: Phone No -- 7/5 ` S ( Hg INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 11 Approved per applicable codes. Inspector: ( 06)4 -3670 Corrections required prior to approval. Date: 0t1 ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ProjeG Dt".' TYp e I smion: r ' e: Ad re � ^ ,y_ O D e Called: 2 Le (� a, Spe ial Instructions: Date Wanted Request) Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 p03 PERMI� d ' t. / a► (216)431-3670 2 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspectorr Date: D L/ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pct: p l* iiva44- Typ f Inspection: / � £'U 4 c < - Address: 1 —',4 q (, t 3 + Date Called: ;2 ‘ 1 q/ Spec al Instructions: 2r Date Wanted: ) Grog a.m P.m. Requester f Ph o o : - i i . INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 =3670 • Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector. Date: /Q Uzi 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project k iff10 i of 140 Add. Date Called• / ..- 22 Special Instructions: G iv -/? ex-ct-e—. Date Wanted.:.... 7 --e_23-0-3 p.m. Requn:9 Phone • ( . 372 00a) S INSPECTION NO. PER IT 0/ CITY OF TUKWILA BUILDING DIVISION (fr4 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 Approved per applicable codes. COMMENTS: Re eipt No.: INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. . 4 AA .AJ e Inspector: '‘ LA—, .,..fre Date: 2/ Z 7.00 REINSPECTION FEE EQUIRED. Prior is inspection, fee must be id at 6300 Southcenter Blv ., Suite 100. Call to schedule reinspection. Date: 1)(33--e? (206)431-3670 COMMENTS: Typ f Inspection: A C vo cs 4 r 't- q„ Address: // ,^, ) Date Calle / 8/03 tUn ton -A-,-( (1 kt r , shc P1-1w .1144 Date Wanted2 !/ c7 I 1'p c 5 Imp; 14v-6, r � I � r�� � in Requester: Phone No 206 - .7a —, S?o ect: Typ f Inspection: Address: // ,^, ) Date Calle / 8/03 Spec al Instructions: Date Wanted2 !/ c7 I 'fir Requester: Phone No 206 - .7a —, S?o INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 pproved per applicable codes. Corrections required prior to approval. Inspector: " cibtii-t Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 1 Project: Typl of Inspection: Adda 5 ILWcr Datd Called: ., 670 3 Special Instructions: Date Wanted: te s- / a.m. P.m. Requester: A 4.. „f t Phone No: r. INSPECTION NO. E Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 D V6 PERMIT NO. (206)431-3670 Corrections required prior to approval. COMMENTS: I 6)1)tifit c(A.4 ot\P ( 1,J JIA dt..J.Q.0-NAt rN4 OLJ tA R-4(1)t) r An itA,d:P 4. Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • Project. OCAL 4cA,,,.o - Type of Ins ectiion: � r too-ti h �ir r a Address: 1- 1059) S 1 I- 4 S S+ Date Called: 10 ;Y - 7 '03 _, Special Instructions: Date Wanted: 03 a.m Requester: "''r Ni i Phone No INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. (206)431 -3670 El Corrections required prior to approval. COMMENTS: J. ifei 4 GiUv 0 P sC. 4fifw, ►(n--‘ •0,J I c.)Cvl Inspector: n \ Z o j Date: i U g _0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at X300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project:, 1 C-{ I / 77&n t� Type of Inspection �. Address: g O n _C Date Called: / 0/9/6 ..-=-. Special Instructions: Date Wanted: � a.m. le .30163 p :m: Reques_t.g i.)-r r r�/ c.-X� < Phone No: 50 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: fo/3d /a d s �'i. .. pea of o...-r? K. ki . 7Z) k r 1 4) f 7p Ta 141, GU. Inspector: Date: Approved per applicable codes. Corrections required prior to approval. k)(6/33 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pr c dif ( (� f� Ty ln / d + /<)/7 t 1 ks Addres : i Lis 31. Date Called: Specs I Instruc ions: Date Wanted: /� / a,na., Requester: Phon( e;) / 2,,,1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER (206)431 -3670 a kpproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: r l P IT 1 bY144r r U U `A . G \I 01/\ Inspector: Date: 9 0 U $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid, at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ' . • •ct: • _. Y�z, ---. Ty•.e of Inspection: , �- : . l`O� I ayfir Ad • ress: - HO i 1 Date Cal le • : 14' No 3 .5 Special Instructions: a.m. Date Wanted: 77'7/'0 Requester: ,�... 1 7j/f Ph ne No. ■ _ C� / q / ( ? O /1 ?- (?(l INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ` tApproved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. Date: C ]Ci - &AI —o 7.00 REINSPECTION FE REQUIRED. Prigir to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 1 00; C all to schedule reinspection. Date: (206)431 -3670 a v 7.22,00k TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 PROJECT: Job Name: Site Address: Jurisdiction: Darrel Doak 4058 S. 148th St. Tukwila City of Tukwila Plans Bv: Crane Design Plan Number /Job ID: #110402 Design Specifications: 1997 UBC Wind Velocity: 80 mph Wind Exposure: B UBC Wind Design Method: 1 Snow Loading: 25 psf Seismic Zone: 3 R: 5.5 % of Snow Incl. w/ Seismic: 0 Soil Type: So UBC Seismic Design Method: Static Force Building Design Parameters: Roof DL: Floor DL: Wall DL: Levels: Level Names: STRUCTURAL ENGINEERING ADDITIONAL REQUIREMENTS OR CHANGES TO PLANS ARE AS SHOWN ON SHEETS 17 THROUGH 2.1 OF THESE CALCULATIONS WITH NOTES, SCHEDULES & DETAILS PER DRAWING No.TSE -1 THROUGH TSE -3 17 10 10 2 UPPER MAIN psf psf psf JOB #: 3 9s BY: k/L/ DATE: 121240 0 2 l o f 2 1 CITY Of 11 11- J RROYEO AUG 1 3 Z 1 3 its trlftU RECEIVED CITY OF TUKWILA JUN 1 8 2003 PERMIT CENTER I EXPIRES 08/20/94 ENGINEER'S SEAL IS FOR LATERAL LOAD DESIGN DUE TO SEISMIC AND WIND FORCES ONLY. GRAVITY LOAD DESIGN IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. EXCEPTIONS: 64.1244E Poo k. NE4 DER_ 2)D3-16 •M 4 71A s AMIE TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 PROJECT: Pp ,+IJ //o VOZ L4TgRAL A»ALYS/S JOB #: 39 BY: DATE: 2 / 2 4 / EL E V4TI O a s/W». p i42E4S 6R (Ps 4 IT A TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 PROJECT: Vt P JOB #• 39sY BY: DATE: IZ Z(. Z Grid: 1 1 2 2 3 3 4 4 5 5 6 6 7 7 1 8.1 8 8.1 ■ - TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 TRANSVERSE WIND ANALYSIS LEVEL: UPPER Roof 1 Ridge /Gable Ht 6.5 OH left 2 OH right Area left -45 Area right V left V right LEVEL: MAIN Roof Ridge /Gable Ht OH left OH right Area left Area right V left V right LEVEL: Roof Ridge /Gable Ht OH left OH right Area left Area right V left V right 2790 5613 0 0 0 0 0 0 0 1 6.5 PROJECT: 2 -45 2790 5613 0 FRONT ELEVATION 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Plan Number /Job ID #110402 0 0 0 0 ft. ft. ft. sq.ft. sq.ft. 0 lbs. 0 lbs. ft. ft. ft. sq.ft. sq.ft. lbs. lbs. ft. ft. ft. sq.ft. sq.ft. lbs. lbs. Grid: Wall Ht. Wall Ht. Length Y A B C D E F G 8.1 8.1 N 9 9 50 13 50 17 AMIN TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481.6601 PROJECT: JOB #: 3 BY: !'a i t) ■ DATE: I 2/L4 OZ. LONGITUDINAL WIND ANALYSIS LEVEL: UPPER Roof 1 Ridge /Gable Ht 6.5 OH front 2 OH back Area front -16 Area back -12 V front V back V front V back LEVEL: Roof Ridge /Gable Ht OH front OH back Area front Area back V front V back 0 1700 LEVEL: MAIN Roof Ridge /Gable Ht OH front OH back Area front 34 Area back 2882 734 0 0 0 -12 0 1 6.5 2 -44 1424 10 960 2516 0 0 RIGHT ELEVATION 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Plan Number /Job ID #110402 0 0 0 0 0 0 H ft. ft. ft. ft. ft. ft. ft. ft. sq.ft. sq.ft. lbs. lbs. ft. ft. ft. sq.ft. sq.ft. lbs. lbs. ft. ft. ft. sq.ft. sq.ft. lbs. lbs. 0 Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 TRANSVERSE SEISMIC ANALYSIS BASE SHEAR DISTRIBUTED PLAN VIEW H G F E D C B A Grid: 1 TSE LONGITUDINAL SEISMIC ANALYSIS H G F E D C B Transv.Walls A Grid: 1 Long Walls 2 2 3 PROJECT: 4 5 JOB #: 3 _ BY: DATE: Plan Number /Job ID #110402 lbs. lbs. lbs. lbs. 8 lbs. lbs. lbs. lbs. 8 R F 1802 2544 R F 2647 3763 R F 2 2 1739 2420 2 2 2373 3227 2 2 1361 1880 2 2 1859 2510 Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 TRANSVERSE SEISMIC ANALYSIS BASE SHEAR DISTRIBUTED PLAN VIEW H G F E D C B A Grid: 1 TSE LONGITUDINAL SEISMIC ANALYSIS H G F E D C B Transv.Walls A Grid: 1 Long Walls 2 2 3 PROJECT: 4 5 JOB #: 3 _ BY: DATE: Plan Number /Job ID #110402 lbs. lbs. lbs. lbs. 8 lbs. lbs. lbs. lbs. 8 R F 1802 2544 R F 2647 3763 R F 1508 2168 R F 2216 3211 Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 TRANSVERSE SEISMIC ANALYSIS BASE SHEAR DISTRIBUTED PLAN VIEW H G F E D C B A Grid: 1 TSE LONGITUDINAL SEISMIC ANALYSIS H G F E D C B Transv.Walls A Grid: 1 Long Walls 2 2 3 PROJECT: 4 5 JOB #: 3 _ BY: DATE: Plan Number /Job ID #110402 lbs. lbs. lbs. lbs. 8 lbs. lbs. lbs. lbs. 8 -' TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 PROJECT: JOB #: 315 BY: K '/ DATE: IZftIO/10 2 7 Plan Number /Job ID SEISMIC DESIGN FORCES #110402 TRANSVERSE GRID LEVEL Lsw Eh r E E/1.4 (ft.) (Ibs.) (Ibs.) (Ibs.) 1 UPPER 29 4107 0.1733 4107 2934 MAIN 23 5862 0.2181 5862 4187 2 UPPER 0 MAIN 0 3 UPPER 23.5 4066 0.2117 4066 2904 MAIN 23.5 5824 0.2121 5824 4160 r (max) = 0.2181 AB = 1810 sq.ft. 2 - 20 / r(max) *SQRT(AB) _ -0.156 Rho = 1.000 TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 PROJECT: JOB #• `37 57 BY: jf // �i DATE: tt /L LONGITUDINAL GRID LEVEL Plan Number /Job ID SEISMIC DESIGN FORCES #110402 Lsw Eh (ft.) (lbs.) r A UPPER 16 3688 0.3143 4830 3450 MAIN 6.25 4272 0.6811 5595 3997 B UPPER 0 MAIN 15.25 1352 0.0883 1770 1265 C UPPER 31.5 3645 0.1578 4774 3410 MAIN . 24.5 4412 0.1794 5779 4128 r (max) = 0.6811 AB = 1810 sq.ft. 2 - 20 / r(max) *SQRT(AB) = 1.310 Rho = 1.310 E E/1.4 (lbs.) (lbs.) MEM TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 PROJECT: JOB #: 395/ BY: DATE: t 2/2 OA 2 TRANSVERSE SHEARWALLS Grid 1 Grid: Level: UPPER Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Uplift wind Uplift seismic USE: Level: MAIN Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Floor Trib. Floor DL Uplift wind Uplift seismic USE: Anchor Bolts A B 29 96 101 SW1 779 819 3 1479 2349 0 0 8 15 244 244 182 182 SW2 SW2 3179 3179 2671 2671 0 0 720 1350 1 1 80 150 1855 1439 1479 1105 H2 H2 ABO C D Note: SWx (Shearwalls), Tx (Floor Ties), Hx (Holdowns) and ABx (Anchor Bolts) are scheduled per sheet TSE -1 except ABO = 5/8 inch diameter anchor bolt at 48" o.c. w/ 2x sill plate which is typical unless noted otherwise. Plan Number /Job I #1104C F G H ft. plf plf lbs lbs ft. lbs lbs lbs lbs ft. plf plf lbs lbs ft. lbs lbs ft. lbs lbs lbs D 2 TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 PROJECT: JOB #: 3 151 BY: ,(42 DATE: 2 1Z !04 Z 10 TRANSVERSE SHEARWALLS Grid 2 Grid: Level: UPPER A is IC ID 1E No $1 4Rw4LLs 4?' GYLto 2 Plan Number /Job h) #1104012 I I IH . TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 PROJECT: JOB #: 395 ��nn / / BY: (vim/ DATE: 106 / 2 T/ TRANSVERSE SHEARWALLS Grid 3 Grid: Level: UPPER Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Uplift wind Uplift seismic USE: Level: MAIN Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Floor Trib. Floor DL Uplift wind Uplift seismic USE: Anchor Bolts A B 23.5 119 124 SW1 962 1001 3 1199 1904 0 0 11.5 12 239 239 177 177 SW2 SW2 3111 3111 2594 2594 0 0 1035 1080 1 1 115 120 1875 1821 1482 1433 H2 H2 ABO C D E Plan Number /Job 1 #1104C F G H ft. pif pif lbs lbs ft. lbs lbs lbs lbs ft. pif pif lbs lbs ft. lbs lbs ft. Ibs lbs lbs J 2 AM11111111•s TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 LONGITUDINAL SHEARWALLS Grid A Grid: Level: UPPER Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Uplift wind Uplift seismic USE: Level: MAIN Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Floor Trib. Floor DL Uplift wind Uplift seismic USE: Anchor Bolts Level: 1 9 106 216 SW1 860 1747 15 2295 729 0 386 T1 2.75 LRP 2 PROJECT: 3.5 106 216 SW1 860 1747 3 179 284 629 1539 (2) T1 3.5 461 665 SW5 6353 10456 0 315 5 175 5877 10028 I3s 3 4 5 JOB #: 39 BY: DATE: 12 /26 1 Z Plan Number /Job ID #1104C 2 6 7 8 3.5 u5E (2) /& /2 L4TE241, I? sryt4., P444E VTh74L. = /670 (sg/sMic) See $11a .r 13 ft. pif plf Ibs Ibs ft. Ibs Ibs Ibs Ibs ft. pif pif Ibs Ibs ft. Ibs Ibs ft. Ibs Ibs Ibs AMIN TsE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 PROJECT: JOB #: 31 BY: � q r) DATE: 1 /i4f 2 f3 APA "Sturd -l- Frame" v 10.10.02 Properties: M1 Z1 b d S 3.125 12 75 in. in inA3 M CIL 1 W1_ L W2 Z (WIND) Z (SEISMIC) w (DL) w (LL) LL (SEISMIC) w (SL) SL (SEISMIC) 635 835 80 0 0 100 0 lbs. lbs. plf plf % plf H D L W1 W2 AR1 AR2 8 1 8 16.5 0 5.82 ft. ft. ft. in. in. 838 838 O.K. WIND SEISMIC WIND SEISMIC Z1 = 635 835 lbs. Z2 = 0 0 lbs. M1 = 4445 5845 ft.lbs. M2 = 0 0 ft.lbs. M c/L 640 0 800 1440 ft.lbs. (DL) (LL) (SL) (TOTAL) - M1 (TOTALS) M2 (TOTALS) WIND 5138 ft.lbs. WIND 693 ft.Ibs. SEISMIC 6272 ft.Ibs. SEISMIC 427 ft.lbs. CONTINUOUS HEADER DESIGN Material Type /Specie Grade Fb (psi) Fb Fv (psi) CD (WIND) 1.6 Manuf.Lbr. GL 24F -V4 2400 1200 165 CD (SEISMIC) 1.33 Timber CD (SNOW) 1.15 Dimen.Lbr. Cr 1 CH 1 fb Fb' fb / Fb' fv Fv' fv / Fv' D + L + S (UBC 12 -12) 230 2760 0.08 29 190 0.15 D + L + S/2 + W (UBC 12 -14) 822 1920 0.43 46 264 0.18 D + L + S + E /1.4 (UBC 12 -16) 1003 1596 0.63 46 219 0.21 psi psi psi psi USE: GL 3.125" x 12" M2 H AMIN TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 PROJECT: JOB #: 31$ BY: A it l 1' DATE: Z / LONGITUDINAL SHEARWALLS Grid B Grid: Level: UPPER Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Uplift wind Uplift seismic USE: Level: MAIN Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Floor Trib. Floor DL Uplift wind Uplift seismic USE: Anchor Bolts 1 2 6 9.25 111 111 83 83 SW1 SW1 1000 1000 746 746 0 0 540 833 14 14 840 1295 310 0 125 0 H1 ABO 3 4 5 Plan Number /Job I #1104( 6 7 8 ft. pif pif Ibs Ibs ft. Ibs Ibs Ibs Ibs ft. pif pif Ibs Ibs ft. Ibs Ibs ft. Ibs Ibs Ibs D 2 • TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 PROJECT: JOB #: J%5l BY: r d11 DATE: l z/z6 / /G'z /5 LONGITUDINAL SHEARWALLS Grid C Grid: Level: UPPER Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Uplift wind Uplift seismic USE: Level: MAIN Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Floor Trib. Floor DL Uplift wind Uplift seismic USE: Anchor Bolts 1 12.5 45 108 SW1 366 877 15.5 3294 1013 0 0 10.5 103 168 SW2 1395 2644 0 945 6.5 683 0 0 ABO 2 19 45 108 SW1 366 877 15.5 5007 1539 0 0 0 1260 7 980 0 0 3 4 5 we OPENING REINF. - SEE SHT. /gyp 5 14 103 168 SW2 1395 2644 Plan Number /Job 1 #1104( 6 7 8 ft. pif pif Ibs Ibs ft. Ibs Ibs Ibs Ibs ft. pif pif Ibs Ibs ft. Ibs Ibs ft. Ibs Ibs Ibs 2 MOM rMIIM TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 PROJECT: JOB #: 3!s/ BY: l'ivl DATE: 104/4 4/4 f_ l( Plan Number /Job 1 REINFORCEMENT AT OPENINGS IN LONGITUDINAL SHEARWALLS Grid C Grid: 1 Level: UPPER Opening Lsw v (max) v (x1) = V (X2) Grid Opening = X1 = X2 = Level: MAIN Opening Lsw v (max) V (X1) = V (X2) Grid Opening = X1 = X2 = Grid Opening = 2 -3 X1 = X2 = T1 � X1 T1 Opening X2 / .l. 2 3 ft. ft. ft. ft. ft. ft. 5 14 168 262 5 ft. 4 ft. 5 ft. Lsw 4 v (x) = T1 = T2 = v (x) = T1 = T2 = v (x) = T1 = T2 = 5 6 262 plf 374 lbs. 468 lbs. 7 pif USE: lbs. lbs. pif USE: lbs. lbs. USE: LSTA21 LSTA21 #1104C 8 ft. ft. pif plf ft. ft. plf plf D 2 ..fitrt RES DL 'OR )0616 MIS Mal 2A :CTI ,I • i�; •.r.,,..c;avu 7 °47'30 "W RECEIVED CITY OF TI1KWII A PERMIT CENTER 5 E 28.78 14" D03 PROPOSED PERORATED TIGli� C6NNEC110N N87 °47'30 "W l it: ZDt5. I (b' - :=07 • does & e 4 C o ` ) R 1r 128.78 1E1 .{1 . ''• ... •. •., �..... ...._.._._.ter.— ,� ri � :.�=..... \1: .' 51 V�' ' ' : • �� � ' 6 •8. ; ob z _I- z W 6 00 co a LU J H W IL cn d W Z zF- WW U C) t- OH WW HF tL O .• z W U = O ~ z r (ITY nF Tt N87 °47'30 "W • ;EXIST: ••• rte• 11 • •I V 1 LC-) 6" PVC TESTING TEE 6" x 4" REDUCER IE: 258.951 v 1 • cm 4v ARRO\itID Vial 2 N S L t) ; co CO M EXIS1 BLOC PROPOE EASEME LOT 1 � PV 2.0 CLI NEAR ARR DRA r EXIST C62 SE Q • ~ w 00 0 co W J H U- w 0 u Q = W Z = Z° O • N O H W W � - o .. z W = o z t,4 ...• et) • • CI1 mak � � d t!� °-% W cc cra v:0 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR - THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 12 -06 -2004 DARRYL DOAK SR 11812 26 AV SW BURIEN WA 98146 RE: Permit No. D03 -189 4058 S 148 ST TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code 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 01/30/2005, 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. Sincerely, Stefania Spencer, Permit Technician xc: Permit File No. D03 -189 Bob Benedicto, Building Official Ciiy of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 July 31, 2003 Mr. Darryl Doak, Sr. 11812 — 26` Avenue SW Burien, WA 98146 RE: CORRECTION LETTER #2 Development Permit Application Number D03 -189 4058 S 148` Street — Doak Homes Dear Darryl: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Public Works and Planning Departments have no comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) 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 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 messenzer service. If you have any questions, please contact me at (206) 433 -7165. Sincerel Stefania`Spencer Permit Technician encl xc: File No. D03 -189 Ciiy of Tukwila Department of Community Development Steve Lancaster, Director Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206 - 431 -3665 PART B: (To be completed by water utility district) The proposed project is located within %,_� �< i �r : nit (City/County) The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow re uirements of the project before connection: (Use separate sheet if more room is needed) Based upon the improvements listed above, water can be provided and will be available at the site with a flow of 3' DO gpm at 20 psi residual for a duration of 2 hours at a velocity of / 4- : 7 fps as documented by the attached calculations. I hereby certify that the above information is true and correct Mandy/Phone 6/Ofo-o -1$'.fl By Date CITY OF T'UKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 H-1.la Certificate of Water Availability PROJECT #: (Required only if outside City of Tukwila water utility district) PART A: (To be completed by applicant) Site Address (Attach map and Legal Description showing hydrant location and size of main): Name: /'./•)r. ,{ Name: Address: // 2 - 2 !/ - Address: yi Phone: .2 C+2 .. S'' 1 f Phone: This certificate is for the purposes of: Er Residential Building Permit ❑ Commercial/Industrial Building Permit ❑ Preliminary Plat ❑ Rezone ❑ Short Subdivision ❑ Other Estimated number of service connections and meter size(s): Vehicular distance from nearest hydrant to the closest point of structure ft. Area is served by (Water utility district): Owner /Agent ignature: Date: PART C: (To be completed by governing jurisdiction) Minimum water system improvements: (At least equal to B2 above) (Use separate sheet if more room is needed) Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. ❑ System isn't capable of providing service to this project. H .'i1rR�','�,kP�<�a� ":' , ' +: ... Z,i "'i; ^xi,F7i+tAS�ti+i z � tr 2 6 U U O • 0 w I w O u_? = W _ z � I- 0 ZF- w O 0 O co O — CH ww LI O Ili U= 0 z Part A: (To Be Completed by Applicant) Purpose of Certificate: Building Permit ❑ Preliminary Plat or PUD ❑ Other Short Subdivision ❑ Rezone Proposed Use: Cia Residential Single Family ❑ Residential Multi- Family ❑ Commercial ❑ Other Applicants Name: J oa k if, v ,, i) , G , Phone: ao6- 2, ( 16 — 6 fa' 7 Property Address or Approximate Location: Tax Lot Number: Oq 5 9 Li b S�' S' . IYP Si, ©o .1 oe -mss: Legal Description(Attach Map and Legal Description if necessary): Le f` I 7 s p 4f Lc, 6- o o Lt v Part B: (To Be Completed by Sewer Agency) If 1. ® a. Sewer Service will be provided by side sewer connection only to an existing 6 size sewer O 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 ❑ (3) other (describe): ' 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ 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: $ c 0 •°" a. District Connection Charges due prior to connection: GFC: $ SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $1826.04 /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: ❑ Reqquired May be Required , f G / c. Other: Cre�c- FC / J' fC 0 1 f r AD USC r;m�to coh4ec a 414 IV rki a 0 Wil , "w6nktivc totWft'kiv A L ?rT r soltroNM,F ". . CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY I he certify that the above sewer agency information is true. This certification shall be valid for one year fro date of signat r By tia Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability Title 14816 Mlllf' Road South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 Date Residential Sewer Use Certific?'•ion (To be completed for all r, sewer connections, reconnections, or change ol a of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council as a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740. (Please print or type) Owner's Name crP -4 , 570-. (Last, First, Ml Initial) Property Tax I.D. Number Vey Y Goo -- Ci 9 S `J Subdivision Name s � L. d . - cp Subdiv. # Lot # Z Block # Building Name (if applicable) • Property Street Address City, State, Zip Owner's Mailing Address 1 / 57/ 2 - (o / /)-v City or Sewer District Date of Connection Side Sewer Permit # yOA-A- s $" ' 5'/ (If different from a n above) t j /r l £ Zei/V r cj .R' / Y•d Owner's Phone Number (206 a? 5 '� Property Contact Phone Number ( ) Party to be Billed rsf nc F (if different from owner) Party's Mailing Address Demolition of pre- existing building? ❑ Yes ❑ No Type of building demolished? Sewer disconnect date? Please check appropriate box: W Single-family ❑ Duplex (0.8 RCE per unit) ❑ 3 -Plex (0.8 RCE per unit) ❑ 4 -Plex (0.8 RCE per unit) ❑ 5 or more (0.64 RCE per unit) No. of Units ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 0.64 = x 1.0 = Residential Customer Equivalent (RCE) 1.0 1.6 2.4 3.2 Signature of Owner /Representative Print Name of Owner /Representative •Tbif1,Q / 1057 (Rev. 8/01) White — King County Yellow — Local Sewer Agency Account # Monthly Rate 04 B 2003 For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Pink — Sewer Customer Date e (0 Revision I No. ` Date ! Staff I Date Received 1 Initials I Issued Date Issued . ''Staff Initials Date Issued Staff Initials o2 I . </ -/9 Summary of Revision: - 0756 -A7 , , / c � «- Ccc., -ret et , �•yv a'`' • m' , ZQ' oG ./L .62s --s-v 5/,( 70 S-- / yia _e_ W Received Bv:, 4. ,-., /,' _/ , Revision No. 1 Date Received Date Received Date Issued ! Staff i Initials Date Issued Staff Initials o2 I . </ -/9 I sus J7�& ( 1 Xs Summary of Revision: a'`' • m' , ZQ' oG ./L .62s --s-v Received By: -677,e/e,/1::: U „/;A S',. Revision No. ' • Date Received Staff Initials Date Issued Staff Initials ,3 .� -/P - S I 5-Z S•d Y SAP Summary of Revision: / = d„1„(:;.,;. �� �� . Received By: _ • Received By :%e,e ',) °, u. , r/zS' /lf Revision No. Date Received Staff Initials Date Issued Staff Initials I Summary of Revision: Received By: _ Received By: Revision No. Date Received Staff Initials Date Staff Issued I Initials I I I _ Summary of Revision: Received By: _ PROJECT NAME: � ,4-// ",� j - c.`”' Site Address: - (bS 4/e` ' 1 - 1 Ft • - -- Origirtt,1 Issue Date: (C -a REVISION LOG PERM'T NO:. (pleaseprfnd (please prin6 (pleas'e print) / . (please print please print ACTIVITY NUMBER: D03 -189 PROJECT NAME: DOAK HOMES - LOT 2 SITE ADDRESS: 4058 SOUTH 148 STREET Original Plan Submittal Response to Correction Letter # X Revision # 3 DATE: 05 -18 -04 Response to Incomplete Letter # afte permit is issued DEPART�M�E y �� nci Division © Fire Prevention ❑ Planning Division Buildi ❑ Structural ❑ Permit Coordinator Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Documents /routing slip.doc 2-28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Incomplete DUE DATE: 05 -20-04 0 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 d Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: REVIEWER'S INITIALS: PERMiT COOT COPY DUE DATE: 06 -17-04 APPROVALS OR CORRECTIONS: 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: ACTIVITY NUMBER: D03 -189 PROJECT NAME: DOAK HOMES — LOT 2 SITE ADDRESS: 4058 SOUTH 148 STREET Original Plan Submittal Response to Correction Letter # X Revision # 2 DATE: 04 -19 -04 Response to Incomplete Letter # afteru permit is issued DEPARTMENTS' Building Division Public Works Complete APPROVALS R CORRECTIONS: Documents /routing slIp.doc 2-28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP 4-7,04)cf Gil Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ Planning Division ❑ Permit Coordinator DUE DATE: 04 -20 -04 TUES /THURS R UTING: Please Route Structural Review Required ❑ No further Review Required ❑ 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: REVIEWER'S INITIALS: DATE: DUE DATE: 05 -18 -04 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: .:s?3`'w'r,';::(; =' Sri; f::. 4' iis�izY ;FiwU,W1[ u :x:5trv:.� • ACTIVITY NUMBER: D03 -189 PROJECT NAME: DOAK HOMES INC SITE ADDRESS: 4058 S 148 ST DATE: 09 -08 -03 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 after permit Is Issued DEPARTMENTS: BuilMivisn 4'4e APPROVALS O CORRECTIONS: ry t Approved Approved with Conditions Documents /routing slip.doc 2-28-02 PLAN PERMIT SLIP Fire Prevention Complete Incomplete ❑ Planning Division r 14/A_ -03 Structural El Permit Coordinator DETERMINA N OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 09 -09 -03 0 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 �TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 10 -07 -03 Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY DATE: DEPARTMENTS: at AUG G 542. -03 Building Drvision ❑ Public Works ❑ Complete PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -189 DATE: 08 -06 -03 PROJECT NAME: DOAK HOMES - LOT 2 SITE ADDRESS: 40XX S 148 ST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # Revision # After permit Is Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Fire Prevention ❑ Planning Division ❑ Structural ❑ Permit Coordinator Incomplete DUE DATE: 08 -07 -03 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,TING: Please Route L_I Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09 -04-03 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2-28-02 PERMIT COORD COPY ..,. :ha : <. ir i ' ,y, ^1 ... ... • ` tz, R ` �a 4 i y:{i ti� in! ' .r,. I v s. � 5 ' . Y y fa J i. i.:t�`. :. MI CORD COQ =' PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -189 PROJECT NAME: HOMES - LOT 2 SITE ADDRESS: S 148 ST X Original Plan Submittal DATE: 06 -18 -03 Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTME TS: Building Div sion u • lic Wo ks Complete Documents /routing slip.doc 2 -28 -02 APPROVALS OR CORRECTIONS: 50 h l.. 6' Fire Prevention Structural ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ REVIEWER'S INITIALS: Planning Division (e 111 Permit Coordinator DUE DATE: 06 -19 -03 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 NG: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 07 -17 -03 Approved ❑ Approved with Conditions ❑ Not App roved ( attach comments) Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 7 .-3 / 43 Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: ,ZiCS Date: 5 - - / 0 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: 0 Response to Incomplete Letter # 0 Response to Correction Letter # [r}. Revision # 3 after Permit is Issued 0 Revision requested by a City Building Inspector or Plans Examiner 3- /89 Project Name: D e / I - g - t i / O » / e /WC- Project Address: 4 / 1 2 - 5, /'', 5 Contact Person: D4 ,/ Dem.f< S Phone Number: ,2 .3 72 - 2-g0 Summary of Revision: ; e9 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: r- ' Entered in Permits Plus on l t'd «/ 08/06/03 .T.'y:ln ni,∎.n " Date: 5 / Project Name: '1 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 f�3 Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 4 Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # a after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner • ( -, / T✓141 la9Cy 103- s Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Project Address: 9 ©S"'R $ • 19/ 7; Contact Person: d -i -R y / ( D& Phone Number: .2 06 •- 3 72 -2 2? G ry of Revision: Summa �� P (-A- Hirt ���� c.o ` � c S' 0 /.0 %t' . � c) //f/t9 5 77 c��� f Op ru � 1 p1 1r 11r 4 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision 08/06/03 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. `l ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # l after Permit is Issued Date: ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: Contact Person: Summary of Revision: T� ) fJ A- l /7 1 M/2,2 / . b&,1 -, T SA. , Phone Number: 2 0 6 " 17/6 - s la 0,9 1?‹, 7 � mss >1-c-2 - 0 -: i> / Fo o 7e f it,. 11 t-¢ i n,'s ' o C9 C l u` (13 U „a rate City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Plan Check/Permit Number: I ?)2 /' 04 4 / /ow eP /, c 4 / 6 3 - 8 - S 7 « c,c9 r RECEIVED CITY OF TUKWILA S E P 0 u 2003 PERMIT CENTER Sheet Number(s): "Cloud” or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: �S Entered in Permits Plus on 08/06/03 V :FINE b5516N, Inc. Reserves All Legal Rialite 1•o Mr terlA I O„ lhte Sheet • Sub h • • • • • 1 • • • •..... • • • • •••• •• ••••• .• • r. .....• . . S. N•••.•••••••.•. *la .•••w.• ••■ •.-_.. •••••••. •_•.• •• ••• . M)9 •, • `^! • •••1 •• W I t I •••••••...••••••... •• • • dr1111sa1m IMUM r d .i A, SO NZ, �•' it - '• ��' " 1 understand that the Plan Check approvals . re subject to errors and omissions and approval of plans does not authorize the violation of any code or ordinance, y adopted o d Hance• Receipt of con- tractor's copy of approved plans acknowtedged. By Date . aro•. aNY :�. ...... - • NOTICE: THE DRAWINGS set FaRT 4 cN TNIS eET Cr esUILt ri..ws As INSTKPIENTS CF SERVICE, ARE ANC 5 : ..•. REMAIN . THE F PERTY c cI�4NE DES IG14, INC. TWE PLANS ARE COPYRIGI4TED MATERIAL AND TI-NEIP USE 15- LIMITED TO THE CCNSTJCTt N c ONE 51 CTUPE u.!I T1� N .ONE YEAR OF .� R I4.46E BY TAE RC)4F EF2 ) ONLY I~OR ErE Ir1C' lSUILPNts .SITE. ANY u2*'0 REuS - :OR SAID BUILVltd.a PLANS % IS 1 (fiT• N . • OF C A DESI. N,° N . VIOL TORe. WILL E SEC t1`EI, •IN 4 c ur r Foot COp'rRI6 r FmStri!SeIGN FR , MENT W1 TI-I f !N .g' UP TO EIO� o.00 vIQLA R$ WILL. PAY ALL ATTo •JE''' F.4$ '1 COURT' co,gtel. WI 11 EN DIMENSIONS ON 114116$1 . DRAWINGS SMALL RAYa rDENG o R sAL p vIMENSIONS. CONTR 4CTOR SW4 c Eci a vERIPY AL L DIMENSIONS' AND CCN ITION3 PERTAINING TO Ti-IS PROJECT PRIOR To foRcece„ErDtto TO THE CCNSTRUCt? t4 PHASE. CRANE: DESIGN INC. MUST ESE NorlfirEp C1= ANr Y4RI4T1Ot.l FROM TAE >✓ IMENSIQNd 1D/OR C Nm l r! •fN) e:•IoUJt t ON 1 ESE OR.AUIINGS. ANY SLICK VARIATION SNJ4L. ESE f? SQL•vFD elY CRANE DE5t•:.4.t, INC, PRIOR 1C 1'R+f.%CEEDI43 u)ITN THE lL M< on INE CONTRACTOR SHALL, 4cCEFT tJ L ! 5Pc�Ns?EsILIrr pc :FR CoeT TO RECTIr -r 5 E. IN trap Y r ANr LI,AeiL►TY !g IMPOSED CAN CRANE DESIGN, INC.. oust LI4e,siLJ r'r - TO YOU OP. At•t r tNIRz7 PARTY el4,41.t.• Not EXCEED T!-IE •PRICE PAID FOR CRANE DESIGN'S PRODUCT. • BUILDERS COPY PERMIT NO. THIS SET OF APPROVED PLANS MUST BE ON THE JOB AT ALL TIMED DUPiNG CONSTRUCTION. THIS BUILDNG IS NOT TO BE OCCUPIED UNTIL AFTER FINAL INSPECTION APPROVAL BY THE TUKWILA BUILDING DIVISION DEPARTMENT OF COMMUNITY DEVELOPMENT • fr7-r.1(.,-1< I •.. • � 2 - TT-1p) Fki" . t 04) •` , •" ! R 1kt "` 4 SHALL BE Mft TO ,. „a„ , Z • WIThOUT P r• • t y • ; r : ''UILetN3 t W L FEMME A t'W PUN Sua">iTitit 4%..) kixf I atine 4410ITICialo FLAta FIEVeld KEIL • CONTRACTOR No Ali plmenelone °.hell Fie Checked And Verlfled 1'rlor to Conelrucltori. ect 1'o CrImInd I r rosecutton • •I •r: 1; 00 ' 4,-• MID C F vin-atotrr • r.3 C fr:,-tall. BE MADE TO a--r r ‘40. w t 'r` MAIM z A WEW bAxt KMUCIE AMMAN. PIM WNW RIM 4 o Reorder Plane I(811)642-3675 i C%Vi �RUV p ;u► MAY 2 0 200+ c‘,5 iwitu • 1-fOUSE DER OR , ,DhREe e to es . FVS1ED AND PL4JNLx v 1s..Ia STET F .nr •r 1 i G Tt tJ C,TUE .. ....r • ........ ... NuMU,�w •.••n•l.•.•,•.....•..0 -...� r.w..�••. -... ■••.. •..... • ......•.. • • 0 • . 7f. S .. • REVISION N j � •• t • s��sMic ZcNi: 3 UJND GEb: Bra mph WIND ExcsU B CCCUFANCy co • I c.pI � I K WII A /T: • • PERMIT CENTER tirl Of � .:. � APR Z .2004 pS NOR'. • • • n'Y oP Fb rC JI �y! � MA `� ; : �p I�••.•. 2 004 PS • • . . TSE LEGEND ► ?eeervee 411 L ▪ SNEARWALL PER SCI- IEDULE • ANCHOR t3OLT PER SCHEDULE • GTRJCTURAL DETAILS PER ISE 8NEET(6) I,le 10 A lrr 1A 1 are MI 6 Sub oRc1 1'o CrtnrinA 1 rroae)cut lore 'CONTRACTOR NOTE: All Dimaneion ' hII Be Checked And verified Prior To Cor►elrUctlon. rb Reorder Mane 1(811)642.3615 CONTRACTOR TO CI -IECK AND VERIFY BOIL AND SLOPE" COND I t I ON3 ply +O R TO CONSTRUCTION CRANE DE•IGN 81 - 14LL ME NOTIFIED Or ANY CHANGE C>UP TO CONDI1 ON3 ON 3ItEII • CRAWL !WAGE TO NAv! 18'44' 4' CRAIIJI_ .61 ACCESS. .;, Cpe.,411.4. SPACE 4 CONCRETE, 4...A13 a BASEMENT To WAVE 6 MIL. WL,L44C vt•JI!N vAI!M'olt i5 INFt. r • • BU.ILC2ER/coNT CTOR. To \ .; pul 1. taoo47:kN Tte Perilm4 TO cQN tRUc1 oN. • . . • • ANY FOUNDATION, o INGe• . :) MIN. 8' AWAY GROIN ANY 1-10Lpi."JUINI tia cL! N $ . .O1L TO JOISt to. Bela � GENERAL NOTES + ANcLoR BoLt uJA6NERs 614ALL BE 2'x2'x3/16'. • ANcisloR lSOLt6 6WALL E)C1 !H', A /4' MN. Adv. Dbl.. OR SINGLE MuD8ILL6 FOR WABNERe 1 WTI. 6 ALL INTERIOR POSTS • CRAW. ' SPACE 81-IALL NAvE WObl 'tot° 4 f5OTtoM coNNEcrION. • ALL FOOTING$ • , PERIMETER PoUNDATIoN SI.IALL 15E BAck7ILLrn.. uN.o. . ccPrk;(1u1 2g02 CRAft • L'8 ti FPUNDAtION vE'1TIL411pN • '16'X6' SCREENED FOUNDATION • VENT • 96 SQ IN. • rNI p 4, , 1 • •. : .44 • V • • . DOS•••• A PLAN NUMBER: t9.JarORAtt, .- SHFFT CRANP DESIGN, Inc Reserves All Legal Ri htg 1n MAtt.rlct Or Yids 'h t - Sub a ∎ct To CrIminA LI VING AREA MAIN F'LOCR• j T �' UTTER r�_ooF 1 P Fr" LOWP.P rt_coP 114k o rAL: 24 - I '\RA6 E : '� ', rt1 �-� •l tcRA F.OA- 411 •• I i `� 2 +18' grr - e:P 10 1 1 4 11(61 (r FrrTh-Ic ) rty � _L-21 • _D - 1 ( Y 7 F - IP , -60 •••••••• •••••.• ••• ••••••• . •.w••••■• . • • *CONTRACTOR NOTE: 411 Dimensions Shall ee Checked And VerlrIed Prior To Construction. • • w •• • Pros .r t Icon '1 - &E;;/ - ••• ..Y.r►. 42,,s.1,_ aM11 :+.: x..r.l,,• Ur*. s•.4a.1.. • r.l...koraaa7•N.• -••wit qr., .•• hw •j v IVJAII'1 rLOOh iu-iri 1/4' w...i.*. ••. •_ • ••••• - z t" • ' eArk! (v ' PO ST" I1 To Reorder Plane 1(811)6.42-361E a '- Cr a • w./�.oM�•MMl�rw�r: +.w ••• ••• .. ••••••••■•■•••• r.4_ • __ NOTE: REFER TO 94EET 5 -34 FOR NUME3ERED R.EFERNCE. ........•.,w...— ••• ,.,.. at wisr..• w w• ....•......w111••...aw-r_••.••ars ... II 6 ±',~'))46' (5 (7n =.,-= r =-- •—_- ■• e I l i t •,te • GENERAL NOTES • ALL peAvErip. To Qes ewe '�F•2 (2x6 gT.10 W4 , e.' (LIA .) 4 IO Dr'2 (2)44 e,ut, WALLS) (UND.) • ALL MXTPIR1oR I clARA4P. BAIT -1 WALLS to BE 249 S TUDe. ( UiJ,o.) CO • i r R.Ac tom eU 1LL CI-lack AHD ALL DIMENeIcNs r gIoFt to c0NSYRUCTIoN. • SEP 91 -EFTS 9 E=OFt • cNS I R T l or4 ANta I •!A IL Ip ISPEt. /Plcd t IONS. • GU rreR8 4 Oetus4 8Pc '.∎ TO BM rPc / DECD AS REta ST .: -OCDE, ALL 50L 14 1-1U3 r 3/4 c , imO Y e !DOUBLE OK 8 1 4 111-H ttILLn FOR l)d ' � �' 4PLRS AND NU; b. • EX1•5RiC DOOPtik TO I-lAve HAx. 9tEr H10. 36' DEE!' PLR 9Ec. frZ 3 3.Ib ti:9c. • �� F I I�?,E j'tp� to ALL. c ONcEALED lei _',,• r crEt I:•k 3 F•ER 5 !C. 108.2 (s. 'r.. • ALL 8I -1oww el :Loet•ilie OR. TO oh'EN °V T, Ir i , .� !• SLIDING, 1 BE 9ArET* • PRGYIDE 6x raST DR ke CC7tJ C;URE3 TO PRo1l.:CT HOT WATER '-IEA15R I B=UR, -1,ACE PROM YeNICLE 8. • 49' �• I IN LAPS '± ICE M DBL. TOP • [ rL4 Ee;nci t 2 2 1 ,.•. ELECTRIcAL outer AND LJGHUNG LAwut J SMOKE DETECTORS TO SE INSTALLED IN ALL SLEEPING ROOMS I AT A POINT • CENTRALLY LOCATED IN A NALL OR ARE PROV!.) ING ACCESS TO A SLEEPING RCOMI ALONE: WITI4 DETECTORS CENTRALLY LOCATED ON ALL FLOORS, NOT WILD II 3 INTERGJNNECTED • W/ BATTERY EACG -UP • SMOKE DETECTOR • • • TSE L f NOL_boi PER SCHEDULE 6W_ • SNE4 . i Rid A LL PER SCHEDULE AIJQ q►OL T PE SCI- 9E • • Of IWO hriOiD MG 3 2C93 Attu -- 71: STRUCTURAL D T4 L� � PER TSE gNEET(5) • • Ce.A=J1 RIGN r © tiv2 E 11.E (1c ► ..•. . • ..:• •••..: • , CITY OF u JUN 1 8 2003 PERMIT CENTER s St I t a hie. I 1: V. r 4 S ICIV 9..10 hp M C i M ooh .� • = N oa4 r A O r V Z } o o M uri La ?i!:: V i, : t3 6 : :1'7 :: :r's N 0 C LL P :: 9 ,, t; " t1 r C ►' = n n t. e N L U 7 F SHEET NOTE 5: TSE LEGEND I. ALL FLOOR JoT TO BE 971/2", TJI 150 8EFtIES. 16 ;• UNLsIS NOTED OTlERWI 2. SCUD 3L OCKING NOT TO EXCEED 10 O.C. 3. ALL E3E4MS ASOvE PLATE TO 4 , 1/E MFG• MTL WANGERS. CRANE DESIGN, Inc. Reserves All Legr+i Rights To tlmter 1111 On Thit4 Sheet - Subject To CrInki 1 Prosecution A 4 � Gli LLL T) I • 9Y2j:J X12" o • L . • 'CONTRACTOR NOTE. 411 Dimensions Si 11 CF ckred And Verified Prior to Construction. • o . let 65 YTS AaFiA7 i t V 1 1 7.-1 teo lea 'le:). e... le-rirp) 1 • • • • t vi 644(0) 0 Wei TJi i �o�a��s 7 :1 .'. I f rI Fif LAV • AMINE 1 • 1 16 Reorder Plans 1(811,1,42 -3 "15 r.' I f w • r • • • p i i Y ! .•.,•• :; AA • /4' • • ••• •t.r•.. •• • (_ ) PER SCI- 1EDULE 5 • SHEAIRW4LL PER SCHEDULE 4E3 • ANCHOR BOLT PER SCHEDULE . _ ``. it STRUCTUR,4L TAI DE S L PER ISE SNEET(S) COY of TtKwnA APPROVE`- MI6 1323 AS ICI Et) �•..M w^ • •1 1 ,. •..., .... . - .r. • cnYO�� u, JUN 1 8 2003 1 PERMIT CENTER • 1 • r 0402 cor RiGH © 2002 AARE DESIGN, lite. Vcrb• PLAN NUMBER. 0 fn 2I w . r LocAt ION cP4Ar•lF' [�� �Ir',s' l I, . Finaor v�4 A11 I_ ea -i I Mal it I r-+ 1 I,, t.► I1t 1 CI) 1 I,I� �I ��I .. r 1 n Cr Ind n, 1 1~r +!i►�•r , itIr' � MINIMUM 1-1 j 15 i� . KI TC-1EI`l FAN (I) 1 • 1000 •coN I RAcTO1R NO I E . All Clmerlslorle 51011 Be Checked And Ver !fled rI Ic► o Reorder Plans 1(811)642-3E) 15 DRAWN.. SF S EET TSE L LOOR TIE NE ' IE PER eC I7ULk SW__. • SHEARWALL PER SCHEDULE 4E3 • ANCHOR 13OL T PER SCHEDULE O --- ii • STRUCTURAL !DETAILS PER TSE SHEET(S) 4 ALL WEADER9 TO 5M= x 3 DF'2 (2x6 STUD WALLS) (LIAO.) Axle DF'2 (2x4 STUD WALLS) MAO.) ) • A LL EXTERIOR 1 GARAGE WAR!" 1 W TO 15E 2x6 !Laos. (UN.O.) 6 CCNTRACTOR S��ALL CHECK AND \LRIFY ALL D IMENtIQNS PRIOR • TO CoN3TRUCTION. • $EE S1-�EETS 5 -I 1NI OUCs4 S -4 FOR CONSTR .4ND NAILING SPECIFICATIONS. GUTTERS DOtLI1! a .oPDUTs T© 23E 1'ROYIDED AS Fair. . BY CODE. ALL BoLT!3 MUST EXTEND 3/4' f '1 Ill. ABOVE.: n 'U!'BLE OR SINGLE t . MUD SILLS '.' =;� WASHERS AND NUTS. • Ex I ERsG DOORS TO $-14YE 8' 5 T>~' Ott-1111N. 36' EE)"' LDING PER SEC. OP.� 3.31.L- :I...�.C. • PR2 1 ..... ;7• ; CONCEALED DRAT OPENINr's3 PER 5EC. 108..2 • ALL SHOWER 4CL OSURE OR • TO OPEN OUT, !;= NOT SLIDING, TO BE s4FEr' GLASS. PROVIDE 6x POST CR 6 CONC. CURB TO PROTECT NOT WATER HEATER 4 FURNACE FROM VEHICLES. • 48• MIN. LAP SPLICE • DBL. TOP PLATE SECTION 2320.11.2. B4T-1RoOM SAN (3) 5Q�.^. LAUNDRY FAN (± •' 0 10oc i (4 bedroom) • 12 mCF-r1 (5 bedrooms) j i NnTE� HZOcR FAN (1/111-1 24 WOUR TIMER SWITCH NOT WIRE t - A a ..� 1 �► Iw�rww. �.�. w w wry �ww 11� iWrV U`1L/CPCLAJ 1 L.A./um rc.iric M I' PASSAGE TYPICAL. • SMOKE [DETECTOR 51101 DETECTORS TO BE INSTALLED IN ALL SLEEPING ROOMS 4 AT A POINT .: CENTLLY LOCATED IN A HALL OR AREA PROVIDING ACCESS TO A SLEEPING ROOM ALONG WIT- DETECTORS CENTRALLY LOCATED ON ALL FLOORS, I-10T WIRED 4 INTERCONNECTED W/ BATTERY EACK -UP corTiR►csm 20U2 W4AI4t L Inc. 4► Lo t`— c: it Lc 11 t Q-, U.), (1_) : _. it) U VI E - Lr ! D 3 752 cL) I • 0 L / J �, ►.- • • 4r �r -�, C�"1 SOCFM � 1-1 j 15 i� . KI TC-1EI`l FAN (I) 1 • 1000 •coN I RAcTO1R NO I E . All Clmerlslorle 51011 Be Checked And Ver !fled rI Ic► o Reorder Plans 1(811)642-3E) 15 DRAWN.. SF S EET TSE L LOOR TIE NE ' IE PER eC I7ULk SW__. • SHEARWALL PER SCHEDULE 4E3 • ANCHOR 13OL T PER SCHEDULE O --- ii • STRUCTURAL !DETAILS PER TSE SHEET(S) 4 ALL WEADER9 TO 5M= x 3 DF'2 (2x6 STUD WALLS) (LIAO.) Axle DF'2 (2x4 STUD WALLS) MAO.) ) • A LL EXTERIOR 1 GARAGE WAR!" 1 W TO 15E 2x6 !Laos. (UN.O.) 6 CCNTRACTOR S��ALL CHECK AND \LRIFY ALL D IMENtIQNS PRIOR • TO CoN3TRUCTION. • $EE S1-�EETS 5 -I 1NI OUCs4 S -4 FOR CONSTR .4ND NAILING SPECIFICATIONS. GUTTERS DOtLI1! a .oPDUTs T© 23E 1'ROYIDED AS Fair. . BY CODE. ALL BoLT!3 MUST EXTEND 3/4' f '1 Ill. ABOVE.: n 'U!'BLE OR SINGLE t . MUD SILLS '.' =;� WASHERS AND NUTS. • Ex I ERsG DOORS TO $-14YE 8' 5 T>~' Ott-1111N. 36' EE)"' LDING PER SEC. OP.� 3.31.L- :I...�.C. • PR2 1 ..... ;7• ; CONCEALED DRAT OPENINr's3 PER 5EC. 108..2 • ALL SHOWER 4CL OSURE OR • TO OPEN OUT, !;= NOT SLIDING, TO BE s4FEr' GLASS. PROVIDE 6x POST CR 6 CONC. CURB TO PROTECT NOT WATER HEATER 4 FURNACE FROM VEHICLES. • 48• MIN. LAP SPLICE • DBL. TOP PLATE SECTION 2320.11.2. B4T-1RoOM SAN (3) 5Q�.^. LAUNDRY FAN (± •' 0 10oc i (4 bedroom) • 12 mCF-r1 (5 bedrooms) j i NnTE� HZOcR FAN (1/111-1 24 WOUR TIMER SWITCH NOT WIRE t - A a ..� 1 �► Iw�rww. �.�. w w wry �ww 11� iWrV U`1L/CPCLAJ 1 L.A./um rc.iric M I' PASSAGE TYPICAL. • SMOKE [DETECTOR 51101 DETECTORS TO BE INSTALLED IN ALL SLEEPING ROOMS 4 AT A POINT .: CENTLLY LOCATED IN A HALL OR AREA PROVIDING ACCESS TO A SLEEPING ROOM ALONG WIT- DETECTORS CENTRALLY LOCATED ON ALL FLOORS, I-10T WIRED 4 INTERCONNECTED W/ BATTERY EACK -UP corTiR►csm 20U2 W4AI4t L Inc. 4► Lo t`— c: it Lc 11 t Q-, U.), (1_) : _. it) U VI E - Lr ! D 3 752 cL) I • 0 L / J �, ►.- • • 4r PLAN NUMBER: 110402 CRANE DE9I5N Inc. Ref+erves All L.ccjni Rl To tir th.rIAl On 11hko Sheet - Subjetct Ic' Criminal Pr•ooec-utlon .CONTRACTOR NOTE All Dimensions Shell! Be Checked And Ver IFied Prior lo Construction. .• 4.. .t • .'_.soma....i. 0 Reorder Plans 1(511X242-3615 •• • • • •••.r •• • ••NIP.* ••••■•••••••••• CAF T4.1" hANlur. g ► Ar-Ir' 4 �� It i91 , L. LE D 4 k3mAaE I, ! r-IAnr. ir. ", q: t ' w L i. Nor ISE At . t Est, . . to Motif rplofe k3UILt:);Nr oErr. Ar'rPovA_ PN6INEP}VII16 cALca. NULL L HAV Eei,I! OP rAILS t"PQdU10k 8 CH 8110 I=cm P I P L r Ir81���C, t 104 . 1. ALL iskAileh h Aa a 1O bke � � fit? og bat t!P U�,,�. tnmovibe ac ENPD tssLoc kiNi c v P s; - iAG�d ARIA8 • I RAt OVER 91-1E=1 fir= 3A FOR 4N5 �Gytd ln-fp 5efJ rI&ks 1b TSE LEGEND 1-161.DOaI PER 3GNEDULE Sly • SNEARWALL PER SCHEIDULE A 3 • ANC -OR 130L t PER SCHEDULE 1; = STRUCTURAL DETAILS PER ISE SHEET(S) PERMIT CENTER COPYRIGNt © 2002 CRANE DESIGN SHEET la • tx76•••• 1431 110402 CRANE DESIGN Inc Reeervee All Leg AI Right* To MAtoDritil C! This Sht■Fat - Subject To CriminA il=t12 Fix -17. P2roP Pros•rwtion uvittitt BED#2 •CONTRACTOR NOTE: All Dimensions Shall 13e Checked Anci Verified Prior To Construction. T Reorder Flans 1(811)642-3615 FPErPR 10 FRAMING PLANS AND et-IEEts SI TORd 64 rOR TYPICAL CONSMUCTION AND DETAILS. PROTECTIO ti ut\RDER ROOF HA1ERIAL a ><TR101:? SIDING AS FJOR e,c. l42 U.B.C. T) INSULA (UNLBS AERWISE 140TEC)) 58 LIJAF4-1 WALLS p Pi_;')ORS! . 31i PERMIT CENTER cop "RICre 2002 CRANE DESIGN, Inc. SHEET r134 - 1 4 :11 - . . 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ANV 83N;)ISJa JNIO11flUl 3111 JO NOI1N311V 3111 01 ONIONId8 'MOM 3111 H 11M ONI03300dd 3110.138 SNOI I VA313 ONV SNOISN3WIO 11V JO NOI LVNIQd003 ONV NOI I.V3IJ1d3A 01313 (' 9 '0313 IM OD SN01133NNO3 ONV 0311VISNI N338 3AVI1 S1N311313 lvtl(lLOf12l1S - 11V lIINf 9NIOVN8 ONV ONI8OHS AdVUOdV131 ONIOIA021d ('a :ONIM0110 i 3111 ?10.i 3181SNOdS321 SI 2l01.3dd I NO3 31.11 'NOII:}IOSldlnf : )NINtl3A00 3111 A8 03IdO(IV ONV 030N3YVd SV '(p6, Jen) N011103 Pti6I 'soaYQNVLS ONV J003 ONIQ11118 Y*JOJINf1 3111 01 NI210JNO3 OL JdV dIHSNVYV)18OM ONV S 1VId31VYV 'S00111114 118 :1V2J3N3J �va � SJION • • • • • • UPPER FLOOR v ANGLE: A23 0 16" o.c. WALL TOP PLATES 10d 0 4" o.c. SHEARWALL DETAIL SHEARWM.L PER PLAN SHEARWALL - EDGE NAILING RIM JOIST BEAM PER PLAN 1 ._ 0 " FULL DEPTH BLOCKING FLOOR SHEATHING FLOOR JOIST PER PLAN SHEARWALL EDGE NAILING MAIN FLOOR SHEARWALL PFR PLAN SHEARFLOW NAILING PER S HEARWALL SCHED )LE SHEARWALL • DETAIL :_._.. ANGLE: A23 0 16" 1.c. PIu TO BEM UPPER Fl (FOR SNEARWALL PER PI AN UPPER FLOOR SHEARWALL EDGE NAILING MAIN FLOOR -- SHEARWALL EDGE NAILING MAIN FLOOR SHEARWALL PER PLAN SHEARWALL DETAIL SHEARWALL PER PLAN RIM JOIST SHEARWALL CDGf. NAII UPPER FLOOR SHEARFLOW OW t1AILING PE R SHEARWALL SCHEDUI MANUFACTURED RIM BOARD FLOOR SHEATHING -�- ---- -- TJI' S (JOIST MAY BE PERPENDICULAR TO EXT. WALL) WALL TOP PLATES • FRAMING DETAIL FLOOR SHEATHING 2x6 P.T. SILL PLATE w/ ANCHOR BOLT PER PUN FOUNDATION w REINFORCEMENT PER LOCAL_ JURISDICTION UPPER Fl OOR . ----•- SHEARWALL PER PLAN UPPER FLOOR SHEARWALL EDGE NAILING MAIN FLOOR SHEARWALL EDGE NAILING NOTE: USE THIS DETAIL WHEN MAIN FLOOR SHEARWALL. SHEARWALL PANEL EDGES FRAME PER PLAN ONTO COMMON MEMBER BETWEEN UPPER AND MAIN FLOORS. MAIN FLOOR SHEARFLOW WUUNC FLOOR JOIST (JOISTS MAY BE PERPENDICULAR TO WAR) SHEARWALL DETAIL (OPTION) r. r -n• SHEARWALL PER PLAN SHEARWALL EDGE NAILING RIM JOIST PLYWOOD -� FILLER SHEARWALL EDGE NAILING FRAMING DETAIL OPTION 1.-- • 2x CONTINUOUS NAILER w/ MAIN FLOOR SHEARFLOW NAILING PER SHEARWALL SCHEDULE WALL TOP PLATES NOTE: USE THIS DETAIL WHEN SHEARWALL PANEL EDGES DO NOT FRAME ONTO COMMON MEMBER BETWEEN UPPER AND MAIN FLOOR. • • UPPER FLOOR SHEARFLOW NAILING PER SHEARWAI t SCHEDULE MANUFACTURED RIM BOARD FLOOR SHEATHING -i-�- ----- TJI' (JOIST MAY BE PERPENDICULAR TO EXT. WALL) • smv.rZL gir 41 SHEARFLOW NAILING PER SHEARWALL SCHEDULE FLOOR SHEATHING 2x6 P.T. SILL PLATE w/ ANCHOR BOLT PER PLAN FOUNDATION w/ REINFORCEMENT PER LOCAL JURISDICTION flooR JOIST (JOISTS MAY BE PERPENDICULAR TO WALL) SHEARWALL PER PLAN (SHEATHING NOT SHOWN) HEADER - ---- -� TYPICAL WINDOW / \ OPENING WALL OPENING REINFORCEMENT AT SHEARWALL i/2" SHEARWALL PER PLAN FLOORTIE STRAP PER PLAN BEAM PER PLAN CITY Of TUICWItA APtikovED AUG 13 2403 r3 Fl71EU I Mall SHEARWALL t)ETAIL NAIL SHEATHING TO BLOCKS AS FOR SHEARWALL. EDGE NAILING TIE S ; RAP: SIMPSON LSTA21 4 w/ 10d x 1-1/2" NAILS (TYPICAL) KING STUDS 4x; "• LAT BLOCK ( TYPCAL) ern OF JUN 1 8 2003 PERMIT CENTER NOTE: ATTACH FLOOR BEAM TO EACH SUPPORTS WITH COLUMN CAP TSE E NGINEERING 12810 N.E. 178 ST. • Suite 101 Woodinville, WA 98072-8702 425) 481 -6601 • FAX: 481 -6371 project title: PLAN #110402 TSE x/3951 sheet title: STRUCTURAL NOTES AND DETAILS revisions: designer: KR drawn: KR checked: TLP date: 12/26/02 scale: AS NOTED file: 3951-2 sheet #: TSE -2 139 72- 4, = TSE ENGINEERING 12810 N tie"' ST. • Suite 101 Woodinville, WA 98072- -8702 425) 481-6601 •FAN: 481 -6371 a 1 0 ` �i i� w P , ► 1.9969 2 v e � s l o N 0 � G � F x 19 iiiS 0:120/04 project title: PLAN //110402 TSE #3951 sheet litter STRUCTURAL NOTES AND DETAILS revisions: designer: KR drawn: KR checked: TLP date: 1 2/26/02 scale: AS NOTED file: 3951 -3 sheet #: TSE-3 SHEARWALL EDGE NAILING FOR CONN. OF SHEATHING TO HOLDOWN STUD (NP.) 2x STUD w/ 10d 0 3 o.c. FULL LENGTH (STAGGERED) FLOOR Z7 TOP OF CONC. WALL V TOP OF FOOTING V MAIN FLOOR SHEARWALL PER PLAN MAIN FLOOR SHEARWALL EDGE NAILING FLOOR JOIST PER PLAN 2--04 CONT. #4 0 10" o.c. FRAMING ANCHOR: A35F 0 18" o.c. SHEARWALL PER PLAN (SH' T'C NOT SHOWN FOR CI ARITY HOEDOWN DETAIL MM./ a=l■ dill. man AP ANIIIMir • SEEP 0/11•MII•N• '``%/` 1 1 ' 4 " ONIIND • (2) 2x OR 4x HOL DOWN STUD STRAP TYPE NOLDOWI' I rcR PLAN • MAIN FLOOR SHEARFLOW NAILING PER PLAN INTERIOR SHEARWAL'. FULL DEPTH BLOCKING BETWEEN JOIST 2x6 P.T. SIR PLATE ANCHOR BOLT PER PLAN 8" CONC. WALL #4 0 18" o.c. VER ICAL. U SYru AB' I RIM JOIST ..,.... - ._ - P.T. SILL PLATE w/ ANCHOR BOLTS PER FOUNDATION FLAN 4 MIN. REINF. (PER HOLDOWN MANUFACTURER'S REQUIREMENTS) -- FOUNDATION WAII. 14 BENT AND EMBEDDED IN FOOTING CONCRETE FOOTING t 00 SHEARWALL EDGE NAILING FOR CONN. OF SHEATHING TO HOLDOWN ST1N) (TYPICAL) 2x STUD w/ 10d 0 3" o.c. FULL LENGTH (STPoGER«)) TOP OF CONC. WOLL V TOP OF FOOTING V DBL. STUD (1W. SILL PLATE (2) 2x BOTTOM PLATES ii _ 16.5" MIN. i I 4-4 3" 1 TYP. 4 t t rte • 4 .. I : 4 4 i SHEARWALL Fr t L N (SH ^ NOT SHOW! I FOR CLARITY 4 • • • 4 • • • • • t ♦ • 4 • 4. • • (2) 2x OR 4x HOLDOWN STUD STRAP TYPE HOLDOWN PER PLAN HOLDOWN DETAIL • • • cvp SYM - P.T. SILL PLATE w/ ANCHOR BOLTS f7/— PER FOUNDATION PLAN FOUNDATION WALL 4 MIN. REINF. ( PER HOLDOWN MANUFACTURER'S REQUIREMENTS) 14 BENT AND EMBEDDED IN FOOTING CONCRETE FOOTING CONTINUOUS HEADER (PER PLAN) • FASTEN SHEATHING TO HEADER WITH 8d COMMON NAILS IN 3" GRID PATTERN AS SHOWN STRAP TIE: SIMPSON ST2215 W/ 20 -10d NAILS (INSTALL ON SIDE OPPOSITE SHEATHING) 7/16 SPAN RATED SHEATHING 24/0 MIN. w/2 ROWS OF 8d 0 3 "o.c. AT PANEL EDGES (1 ROW OF NAILS INTO EACH STUD AND SILL PLATE). IF PANEL IS NOT CONTINUOUS, BLOCK PANEL EDGE w/A SINGLE 4x6 AND ATTACH EACH PANEL EDGE TO BLOCK w/2 ROWS OF 8d 0 3 "o.c. HOLDOWN PER PLAN 8d 0 3" O.C. 1 ROW INTO EACH PLATE 1/2" dia. x 12" LONG ANCHOR BOLT (2) AS SHOWN w/ 2x2x3/16' THICK PLATE WASHERS CONCRETE FOUNDATION WALL w/ CONTINUOUS FOOTI G PROVIDE 1 -- /4 18" DOWEL 6 FROM FOOTING INTO WALL AT EACH HOLDOWN LATERAL RESTRAINT PANEL 3/40.1.--00 USE SHEARWALL EDGE: NAILING --a-- FOR CONNECTION OF SH'T'G 10 POST (TYP.) BLOCK SOLID UNDER HOLDOWN STUDS FLOOR V TOP OF CONC. WALL V TOP OF FOOTING V ROTATE THIS DOWEL 90' AT CORNER APPLICATION 14 at 12" O.C. 5 /4 ' /5 HOEDOWN DETAIL RIM JOIST SHEARWALL EDGE NAILING ANCHOR BOLT PER PLAN GRADE #4 0 10" o.c. �\ SIEARWALL PER _ p 6 FRAMING DETAIL • • T' SY1� AR LAN -- ...� -.• - SHEATHING ATI ZING NOT SHOWN FOR CLARITY 4x6 DfLP POST BRACKET TYPE HOLDOWN PER PLAN 1" DIA. THREADED ROD SHEARWALL PER PLAN SHEAR FLOW NAILING PER SHEARWALL SCHEDULE SHEARWALL EDGE NAILING 3x6 SILL PLATE #4 0 18" o.c. VERICAL /AY 1" SLEEVE NUT OR TURN BUCKLE 1 ' Dio. THREADED ROD Wi BOLT EMBEDED 8" INTO FOOTIN • P.T. SILL PLATE w ANCHOR BOLTS PER FOUNDATION PLAN 14 MiN. REINF. (PER HOLDOWN MANUFACTURER'S REQUIREMENTS) FOUNDATION WALL 14 BENT AND EMBEDDED IN FOOTING CONCRETE FOOTING CITY OF 1100_ APPROVED AUG 13 2 AS WJIEU - NOTE: FLOOR JOIST PERPENDICULAR TO WALL TO BEAR ON MUDSILL W/ SOLID BLOCKING BETWEEN JOIST. ATTACH BLOCK AS INDICATED BELOW FRAMING ANCHOR: • FOR SW5, USE A35F O 16" o.c. FOR SW6, USE A35F 0 12" o.c. FOR SW7, USE A35F 0 9" o.c. s 03 RECEIVED CITY OF TUKW1 JUN 1 8 2003 PERMIT CENTER Nis • .1 1 / � • r p • . I • c . . 11 _ A F 41 T. ► i r � - 11.01 ne.e �r 6 • 4 /WV ot 1),145, L ., Fo, v,,v.:+r„4,0). Todi- 1 __ __f a) _ . __._1( 1 ¶ 0 : .�1 t2 �=rrU 4. .e to I % IC t- 4j2 er r ‘1 14,011V4= l oe.koth - • -1 C r'x fr' rte. •ey._. •.•...,► -. •• . ■L •••••••4.46. •.rs 'd - - - - - •- - - r --- — .+.rnr - - • I : 1 �� �! 11. I I Agy' 7 4 i e; _ _ • 4 - F=f j : (11 1 Oct) .2 r . • :-.r •..1111_ 13. SW 1 k EV 1 5)%tijS4P-L-19C-)9.. r '' �� �xt � r_^I .1�.e4 • << 1•l0) t* . BA s r t: I l-! t Lt _ F2 Hre- ��YcGS• rv1Mnii x II la aa=141110s • T! •••■•••■••••••■• M �* r• • I" " :'r �.•, II I : )I ► f {;l�l I� 1/ 1 � � .i r1R -i. Pi: 23(j:01p:cot ,.1 S or , .1.• I-_ . 1-r* I l ei 127 Az) •�z 4 •, • 1 VictPcisicgt melt C t .) 1 .. 4Ari;; I . • p. t t;r I:.:..i1 llrVoLvv R ' I -' 1985� r • • • SILIP r V 1 • CA 7 15 /7 • v r ? J`♦ 7 (5661: i1ook d� 1 rr,) 3 Cw roe TNrcK x s 1.o4 6 GtrNtitFtE fovT s)JG w/ 5 wit L.W. Atka) itifAr IV'eoic. S.W.. ( CJP4rTE& FoorinlG UmDe2 SrlE4 (rqr) HAIN , • a LEG rou)AJ•1d1 HOLDOWN PER SCHEDULE cc ANCHOR BOLT PEP SCHEDULE p FLOOR TIE PER SCHEDULE SHEARWALL PER SCHEDULE !STRUCTURAL DETAIL PER 3 SHEET TSE -1 2 1� j VI Vvinfr, PitRovE AUG 13 2403 ---"w eirtG �j tr'11'tU 4ALL: TS E ENGINEERING 0810 N.E. 178th ST. • Suite 101 Woodinville, WA 98072 -8 702 425) 481 - 6601 a FAX: 481 - 6371 IXMRES aa/io/a project title: PLAN #110402 TSE #3951 sheet title: LATERAL DESIGN revisions: RECEIVED CITY OF rufcwiu JUN 1 8 2003 PERMIT CENTER sheet #: TSE4 17 0 • •'. 'LV? I11 I. ra 9' 2 ' (7,t, 11:115 Al2e,A • • t,1 G A' " C 1r Ls • u 0 O APPROVE taiG 13 2a3 ►S FF)IEJ UJEn LUt1 I • TSE ENGINEERING 12810 N.E. 178 ST. • Suite 101 Woodinville, WA 98072 -8702 425) 481 -6601 • FAX: 481 63 71 . EXPIRES ON /211 /04 project title: PLAN #110402 TSE #3951 sheet title: LATERAL DESIGN revisions: sheet #: CITY OF RECEIVED TUKVVM.A JUN 1 8 2003 PERMIT CENTER TSE -5 t�1 1 0 • • 1 • • 'doe. ...ifs.. F . • • • 94 - fi= x'' -. ,-. 4&: e t I 11. • I • • I I i ..f I, • • I. ‘'‘) I 4 : 1 .• ... • • 3'12 (PER pETAIt_ NITSE 3) • M 1•' w i =2 (;) I .1 L — L `• r .w. `L- 1 .1.. !_. •�'� #x I67' 1 ..• �la.r r ^ L~ 1 I, 4T744 LcLA)L [?oaF 5NE41 N'! . INV i rte› :. , cr t M ••• •• 6t 1, t •, . 1 T• u P PER.. h04 1. 1.- AE 2 LE DGE.t. D e r�9 h, 13fs E -1 (r) • Ori ibl$404 tek 137.0 015 A= TSE ENGINEERING 12810 N.E. 178 ST. • Suite 101 Woodinville, WA 98072 -8702 425) 481 -6601 • FAX: 481-63/1 • " VS t)N /711 /:14 project title: PLAN #110402 TSE /3951 sheet title: LATERAL DESIGN revisions: sheet #: RECEIVED CITY OF 1LKVVII.A JUN18 2003 PERMIT CENTER TSE -6 ;1-1 ••tort • .S. f. or CRANE DESIGN Inc. Pe.ser'iee 411 LcgA I Rights lo MA t er1A 1 On l hk Sht I - Subject 10 Cr imined Proetecut lon MIN. 1/IC A P.A RATFr1 SPEA11 -1ING Ib fr 2' O.C. ��.........1 • h' C.C.. MA>! De • 6' OC. EAC1 --I (3 ROW) 4' PEKE. DRN. TILE SET N GRAvEL GRAPE JJ USE •4 DNA. (vERT.) REBAR • I8' O.C. 3' I b' HANDRAILS FIRE LQCKINC CLG. LINE HANDRAIL OR RAILING X 4 tfl NOTE: 12' 4 3' OPENINGS BETWEEN BE LESS TI-IAN 4'. OPENINGS FORM E3 TREAD, 4 OTT GUARDRAIL • - T NAN 6'. IE 0 Zo STAIR SECTION I/2' DiA. x 10' AB. W/ 3 /I6' X 2' X 7' WASI -+�R • (2'45' MAX. OC.4 BOLT SHALL BE NOT LESS THANE R DIAMETERS (3-1/2') /2 FROM 4 NOT MORE TAN 12' FROM THE ENDS OF EACH INDIvIDUAL FOUNDATION SILL PLATE, MIN - I' EMBEDMENT `�• 2x6' P.T. MUD SILL MIN T7P. ONE STORY FOUNDAtION (-1) I. HANDRAILS SHOULD NOT PROJECT MORE THAN 3 1/2' INTO THE REQUIRED STAIR WIDTN 4 SHOULD 1 A SPACE OF NOT LESS THAN 1 1/2' BETWEEN THE WALL 4 THE HANDRAIL. 2. THE I- IANDGRIP PORTION OF HANDRAILS 5HOULD NOT Be LESS THAN 1 1/4' OR MORE THAN 2' IN CROSS SECTIONAL DIMENSION. 3. HANDRAILS SHOULD NAvE TRIER ENDS RETURNED OR SHOULD TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. I. FROvIDE FIRE BLOCKING IN CONCEALED SPACES E3E TWEEN STAIR STRINGERS AT THE TOP 4 BOTTOM OF THE RUN 4 BE1WEEN STUDS ALONG 4 IN LINE WITH TI-4E RUN OF TI - F STAIRS IF THE WAL UNDER *THE STAIRS IS UNFINISI -IED Air -- KICK PLATE / JOIST --- RIM JOI S 1 _.. 3/4 1 tr'i rI -� 611T. OF? 0 5 R P .30 GATT INS Ft-co .1( .1( PFD Pt AN I 1 - •4 CONT. REBAR FOR E A. 14' OF ST EI`1WALL * MIL. vISQUEEN vAPOR E3ARRIER(BLACK) 12' CLEAR BEAM 10 EAR 1 N I CLEAR E3OTTC)M or JOIST To FAWN -- 2 - +4 C ONT. RFE3AR ILINGS SHALL TRIANGULAR S L E M ENT C A R ELEMENT SHALL BE LESS 2x12 STRINGERS NOT TO EXCEED 24' O.C. 5/8' 11 'x C.W.B. OR (2) LAYERS 5/8' TYPE --- 'X' G.W.B. IF STR SPACING IS MORE THAN 16' o.c. (TAPE 4 FINISH) --.- I CLOSET OR STORAGE l3ELOtU STAIR MAIN FLOOR LINE 7x6 SILOS « IF,' cC. 16d * f3' O.C. -- IOd • 4' O.C. (33 R OWS) r�,6 X WHERE BRICK VEN. - PROVIDE S' LIP 6' UDDER JOIST GRADE • •4 CON T. REBAR- 16' O . (vERT 4 FLOOR LINE I .. - ��__ 7T 7,-. *CONTRACTOR NOTE: All Dimensions Shall Be Checked And Verified Prior To Construction. DBL. JOIST LEDGER FLOOR JOIST g 4 RIM JOIS1 1 iCn PLY. SNT. OR O.S.F3 R -?40 INS ...rI. J0IS1 F'FR t'1_AN 5/8' D IA. x 10' A.B. WI 3/16' >c 2' X 2' WASHER • 4 MAX. 4 E3oL T SHALL --- BE NOT LESS THAN 1 BOLT DIAMETERS (4-3/8') FROM CORNER 4 NOT MORE THAN 12' FROM THE ENDS OF EACH INDIvIDUAL • FOUNDATION SILL PLATE, MIN. 1' EMBEDMENT 2x6' P.T. MUDSILL —(1) - 0 4 CONT. RERAR FOR EA. 10' OF STEM WALL * MIL. vI5c UEEN VAPOR BARRIER ( F3L ACK ' ' MIN. �---- 2 - "4 CONT. RESAR TTF TWO STORY FOUNDATION • • - •..........- • • 1 • - ATTIC INSULATION R-36 (THERMAx !NSUL.. W/ EQUIv. R- vALUE TO BE USED IN ATTICS WHERE CLEARANCE NOT AVAIL. FOR BAT T> 1/2' G (T Y P ..� MIN. 73/32' T4G UN - DERLAYMENT, UN.O. - GLUE 4 NAILING Imp • 6' o.c. EDGES 4 BLOCKING, 10' 0.C. FIELD - T1r'P.) I.D. 37/16 R-50 SATT INS. W/ v S. - FLOOR JOIST TER PLAN TYF. W4LL ECTION N O.N. PER PLAN 3' 12' •• • j' MN. (2) 41 4 CONT. REBAR TTF'. G44GE FOUNDATION ATTIC VENtILATION I/15(.5 Old 1,300 OF SPACE - SEE PLANS FOR ROOFING CONST. SEE I "!4tA11ING ?LAN ELEVATION W/ tiN. 1/16' l SNEATNING UNO t' )/ 4' -m' PANEL LENGTH PLACED PER'. ro p,REC HON OF FRAMING t%NC> ALTERNA I:: PANEL EN4) JOINTS BY IAL1= F -' NEL LENGTH NAIL ... !3d • b'o.c T'ER1:• . ''ER 4 ALL SUPPOR PANEL CAGE'' 12'o.c. • FIELD T"r"P. 2'4L UNO al/ ;ELT ABOVE - TYF:c ' UNO. I34P EL 1' CFACF i o dX T END 1 - IlIj. ' Ar30v► fJSULAI !ON . $It + i i-;2.5 HURRICANE 1111- • 2' - -0' 7' oz. 1 UNC' 1.3IRD BLOCKS W/ •' TOE 1`.i;.. (2)16d 10 T ►''SSOR RAFTER T'P. • PROviDE CONT. RWW CT' ROOF SWEATNING NAILING a 6'o,c. MAX. —1x8 R.S. CEDAR FASCIA W/ CONT. IITL. GUTTER DBL. TOP PLATE HEADER - PER PLAN WINDOW - PER PLAN EXT. WARM WALLS - 2x6 STUDS • 16'o.c. OVER R -21 t3ATT INSUL. W/ VAPOR BARRIER W/ MIN. 1/W APA RATED SHEATHING (SEE PLAN FOR NAILING i SIDING) INSTALL 13UILPING PAPER OR FELT BETWEEN SIDING 4 WALL 51MADNING TYPICAL ALL EXTERIOR WALLS. 2x BOTTOM PLATE 2x RIM JOIST P.T. 2x SILL PLATE - SEE 1 /9I FOR TY PIGAL rou ATION NOTES NOTES: I. ALL EX1 ERIOR WAI.LC' 10 0 IN ,',CCORDANCE W/ TNF • IN. PROviSION3 PER 2320 USC UNO ANS 4 AS SPECIrsED FURTHER ON 54'F1 =T S3. Z. INTERIOR WALL_ ".3 !3E .. CONSTRUCTION , • '"'!`' A:. • Pt WIRING : i, . ".::+C E _ '~.u►RA► i' ! OfJ I re 1 k To Reorder Plans 1(811X,42-3615 2x -- u 1UDS • ib' 0.C. 2x4' P.•1. MUDSILL W/ 1/1' DIA. >: 3/16' x 2' X 2' WASI -IER • 6' -0' o.c. 4 BOLT SHALL I3E !4OT LESS HAN 1 ;. r B OLT DTAME1L (3 -1/2') FRC1�� CORNER a 110 MORE THAN 12' F THE ENDS OF EACH INDIvlDUAL 'SOU NDATION SILL PLATE, 4 MN. 1' EMBEDMENT (I) - •4 CONY. FOR EA. 14' OF WALL 4' CONC. SLAB OVER 4' GRAvEL FINISH FILL W/ 'x6 (1)2 x W2.1 WWII. IN SLAB. GRADE_ 6 4 vERT. REBAR • IS' oe DOOR FRONTS WITH NOT LESS THAN (2) 5/8 x 10' A.5. PLATES • SPEAR WALL OvER 2' WIDE t• 4 S T I:1•i I, POSITIVE CONNECTION.,.. 1 _ _-._. .... _.f� . TTF. BASEMENT SLAB • lb' 24' T1'P. BASMENT SLAB -. —*BO FEL 1 _eirrfir POST &ASE • - -- - -.-� TYPE 61NCNOR GRADE I 4 E4M _ [7ET4IL PI 2 > :6' PLA + t 'tU' /f$' 014 ANCHOR 150L TS (3/16' k 2' Y . :' WASHER) 4 BOLT SHALL 13E NOT LESS NAN 1 BOLT DIAMETERS (4 -3/8') FROM C ORNER AND NoT MORE THAN ?' FROM THE ENDS OF EACI• INDIvIDUAL FOUNDATION BILE• PLATE, MIN. 1' EMBEDMENT ' 4' GONG. SLAB OvER 4' COMPACTED FILL WI / o x6 - U12 .I x .1 Wu11" 1. IN SLAB. 2' RIGID INSULATION (R -10) , 24' MN. (EXTRUDED POLYSTYRENE) 4' 8' 4' 0 4 REBAR - !- IORIZ. • 10' O.C. •a RESAR • I6'o .c. - (2)- '4REBAR CONTINUOUS 4 r 2x6' P.T. I1 WI 5/8' DIA, • 4'-0 O.C. W/ 3x16' X 2' X 2' WASHER) 4 BOLT SHALL BE NOT , •, LESS TI-IAN 1 BOLT DIAMETERS (4 -3/8') FROM CORNER AND NOT / MORE ; NAN 12' . FROM THE / ENDS OF EACH INDIvIDUAI. . FOUNDATION SILL PLATE MIN. 1' EMBEDMENT -(1) •4 CONT. FOR EACI-1 10' OF WALL � / -- T1- 1ER1''1AL BREAK t 4' CONC. SLAB OvER — 4' GRAVEL FILL W/ 6x6 - U)2.1 x 012.1 IUIJri• IN SLAB \ - -R -10 RIGID INS. • PERIMETER •4 vERT. • 16'o.c. W/ ALT. NOOKS 2 - 41 4 CONT. RESAR CITY OF W AMINE) AUG 13 2003 As WILD 7 - - R-21 BATT INSULATION OR INSUL. PER SUBMITTAL. ..--- SUPPORT BEAM PER PLAN USE ST22 I- IORIZ. • BM. TO E3M. SPICE. ---- 2x6' CLEAT (EA. SIDE) OR SIMPSON MIL T I E (PC TYPE) _ _.-- .. -- --- 4xE'' SUPPORT O37 r RESj . ; TREATED OR ELEVATED M IN. 8' ASV. EART1 N\-\ ----CONC. PIER-PER PLAN _..M_.. MIL VISQUEEN (BLACK ONO CRY O � JUN 1 8 2003 PERMIT CENTER COPl"RIGNt () 2002 CRANE DESIGN, Inc. ti c4iwi �o op ' 1 DATE: DRAWN: PLAN NUMBER: RF',1 • • A k e 0,,lit h VOuLls, t - h . t .. otts krla ch_i_ : 5ilig0, Aillf h ' v � r g Is fp.A �r 8 Q s I °f fU t L �I 1A �, U, O u L t i Q A. V i LrKa !' v E.:quo g- u - `o tiv N 1i► d o > i liPtikte>.X' r O Oq I rtili 6 o ` h uJ Hv2 5 o 00 [ u u CRANE DESIGN, Inc. Reserves All Legal Rights To Mater la I On 1 hio Sheet • Subject To CriminA I Prosecution - .. (18' TO 4' - 0 1- 11G1 -1 W/ PON1" WALL) CONTINUOUS HEADER OR ST6236 w JOINT (HDR AS PER PLAN) COLUMN CAP • MULL ION HEADER CONFECTION SEE PLAN FOR SIZE (2) 2x6 ST6236 TIE STRAPS -- CENTER ON JOINTS NAIL FULLY 2x6 STUDS • 16' O.C. A35 CLIPS • BASE T'r PIC L MIN. 1/I6' APA RATED ?WEANING RAILED Bd • 4'0c` (EDGES) 4 8' occJFIELD) ALL EDGES BLOCKED UNDO. 2,16 SOLE PLATE NAILED it • 4' o.c. 8 T AGGE RF D RIM OR r-OUND A TION • (t14Y VARY - SEE PLANS) - MIN. 1/16' APA RATED SI-W ATE -ZING UN . W/ 1 YVEK, 30 FELT OR SIM Ar PROvED VAPOR PARRIEP OVFR 2x6 STUD WALL 1301E PLATE NAILED W/ led • 8' O.C. - STAGCcERED, PROvIDE BLOCKING • RIM JOIST RIM t FLOOR JOISTS AS PER PLAN PO. SPLICE SHOULD BREAK ON C CtIMON MEMBER --- -- Pad * 4' O.C. • SOLE PI_ Al E , RIM JOIST 4 TOP PLA1 E - -- -DBL TOP PLATES 2x6 STUD WALL BATT INSULATION (Tyr. - 5/8' x 10 An. • 36' D.C. W/ 3/I6' x 2' x 2' WAS VIER (BOLT SHALL BE NOT LESS TI-IAN 1 BOLT DIAMETERS (4.3/8') FROM COWER, AND NOT MORE THAN 12' FROM THE ENDS OF EACH INDIvIDUAL FOUNDATION SILL PLATE 2x6 P.T. D.F- MUDSILL 8dae' GRADE REBAR CONT. NORIZ. • I0'o.c. "4 vERT. • I6'o.c -- 2x6 FIRF'D WALL OR 2 X 4' STUDS WI 2' AIR GAP BETWEEN STUDS 4 CONC. R -2I INSUL. 4' CONC. SLAB W/ 6x6 - W2.1 x (1)2.1 WON. ON 4' GRADE 1 FILL 2 - 41 4 DIA. CONT. 3' UP - 3' IN POUND4TION / RETAINING WALL 'THERMAL BREAK R- I0 RIGID INSULATION HOLE_ SOIL BACKF I L L ON EXTERIOR ST-IA. L NOT EXCEED A 1-1EIGI• -1T GREATER THAN 30' ABv. TOP OF SLAB AT INTERIOR FLOOR ELEv. UNLESS ENGINEERED WALL DETAILS PROVIDED. CONTRACTOR NOTE: 411 Dlmene lone Shall Fie Checked And Ver i f Ted F'r Ior Y Construct Ion. CRIPPLES NAILED SNUG UP TO POST WI 16c1 • 4' o.c. GARAGE DOOR 1RIVEWAY PER CONTRACTOR. CONTINUOUS FOOTING DRAIN -- 2 - REBAR GRAE BEAM AT GARAGE NON-6EAING SHEAR WALL F.G. s /b• DIA. x 10' A.e. • 48' O.C. • 3 STORY (WHERE PLYWOOD USE 5/8' DIA. x 10' MOLT • 32' O.C. 2x4 P.T. MUDSILL) 5'9'C'I/1.x10' soL T • 36' Or. WI 2x4 P.T. MUDSILL 1 ETj ii 12• "1 \--1_ "4 DIA_ CONT. 3' UP 2x6 S rur 5 • Ib' o.c. • 3 01 cRi 2x4 • 1 4 2 STORY 4' CONC. SLAB OVER 4' GRAVEL FILL W/ bx6 - W? .1 K W2.I WW1. IN SLAB INTERIOR 6EAING WALL ON SLAB o Reorder Plans 1(811X&42- 3615 TOP OF S 1 EM WALL BEYOND 4' CONC SLAB ON 4' COMPACTED FILL 11- 1ICKENED EDGE CONTINUOUS FOOTING PER PLAN 6 MIL. vISMEEN W/ I• SAND OVER • LIvING AREAS 2 - DIA 3 "UP• 2 OR 3' DCtLH /� Al r .1 0 TOP PLA1ES t WEADER PER PLAN Ii2' • BOLT T HRU LEDGER AND INTO HEADER • 3' IN FROM EACH END SUPPORT WALL 4 VENEER BE CND OPENING ,U11 JC'OR OR tw:;1 cw O;' - ENING 1 "1 "P. HE OFENING to ENTr L • •• TIED it1, V., .1' '2 1 tES • tY a.c:. W/ AL 1 ERNA TE I400K9 GRC J1ED \ NN, CORE T1'P. eR!cK COLUMN AT ENTRY 2x6' STUDS NOT TO EXCEED 24' O.C. 2)(4' STUDS NOT TO EXCEED I6' O.c. x a' x ? ` BRICK \---sba GA. WIRE TIES IN BED JOINTS 4 ACCROSS • CORE • t 1Axc. SPACNc OF I PER 12' CF D ItIENSION IN E ACN DIRECTION 4 12'o.e. VERTICAL. WALL TIES : yWALL BE CORROSION RESISTAN'e, AND IF MADE OF SI4EI?T METAL. SHALL NAvE A i"1IN, TW10 4c5t3 OF 0.0030 IN. (NO. 22 AL VAN I ZED SHEET GAGE) BY 3/4' . OR IF OF WIRE, Si-CALL ; • IAvE A MIN. DIA.. of 0.148 IN (NO. ¶ 131U. GAGE). WALL TIE' 3I-I AL L BE SPACED So AS TO BUFF = � R r NOT MORE THAN 2 °SC • CF WALL AREA BUT SHALL NOT t THAN 24' Ctsi C ~LATER I-IORIZ. WALL TIES 9f-1A.'..L HA''t? A LIP OR HOOK ON THE EXTENDED LEG THAT WILL F' OR ENCLOSE A HORIZONTAL JoINT RE114FORCi WIRE WAvING A DIA. OF e.148 IN. (NO. 9 B.W. GAGE) OR EQUIv. TN,: JOINT REINFORCEMENT SHALL BE CONT. WITH BUTT SPL.. E8 BE1WEEv TIE& PERMITTIED. APPRO .D PAPER SHALL BL- .P'PLIED O'ER THE SHEATHING. AIR 'ACE OF AT LEAST ' SHALL BE MAINTAINED EBETLLEEN THE E:. G AND THE VENEER SPOT BEDDING AT ALL TIES SHALL. BE OF CEMENT MORTAR. (,' off' ,.' .. VL..•_ PL. ANt) WOOD JOIST SYSTEM CRAWL. PACE OR BASEMENT • 3' MIN. ------- 4' BRICK VENEER STEEL LEDER - Lb' x 3I/2' x 5 /16'A36 EXTEND 6' dE1OND APENNG TO REAR ON VENEER 4 I0' CONC. STEM WALL, FOR b' - m' OR LESS SPANS CAN USE: L 5'x 3 I/2' x 1/4' •' : ., 17" TO 19" • --- STEEL. L -- REST ON BI IGK it: MORTAR JOINT 6x4- METAL I'1ASOI`;4.: • 1'l' oa.,. '✓ERT;c:,ra� -SEAL WITH TRIM OR CAULK • ___ BRICK VENEER - ELEvATION vi w •- rT-t- -- 31 &' c)IA tUEEP HoL !' (I2I9) O.C. --- , • i' 1 :.` i • • '.:1• . .' •.•.. .. / .. 4110' I-R' • CITY OF TUcwIu APPROVED AUG 13 2003 AS NO IEt) t*v FECEIVED CITY OF TUKWIL A JUN 1 8 2003 PERMIT CENTER COPTRIGNi© 7002 CRANE DESIGN, Inc. • O3 F CRANE DESIGN, Inc F;',..sk •t vefg AI I L� A I f t I its 1r' I'1� t i r ICI I C`�� 111!^ 51 i��t . Suh P - � q J '"t T0 r:rIA1I /1tl1 �►'C7A��:� ENE NOT 1. CRAWL €FACE YEN tILA 1 ION, MINIMUM NET AREA, 1 SQ, Ft. FOR EACH 150 Q. F I, OF FLOOR AREA. ci F'EHIN(a5 TO BE rLAr :F_P AP CLOSE 10 CORNERS AS FRACTIC:AL (MN 5' AWAY FROM AN, HOI ANn PR('VICF rposF) yFriTILATION ON AT I_ EAc TH10 CFPC;ITF SIDES 2. CRAWL SPACE UNO13S1 RI ED ACCESS, MIN. 18'x24' 3. A11• IC VENTILATION, I /150 or AT 1 IC AREA OR 1/300 Ir 1/2 IS N SOFT" 1 AND 1/2 IS 3' ABOVE PLATE LINE. .4. ATI IC ACCESS r1IN 22'x30 WI T O MIN. 30' HEADROOM, UNOE -331 RUC1 E'_), READILY ACCESSIBLE OPENING. 5. IN ROOMS Nat PROVIDED WI1 N AN OPERABLE WINDOW OF 1.5 SOFT. OR GREATER, A MECI4ANICAL VEIJ t II_A T ION SYSTEM, CAPABLE OF PRCvIDING 5 AIR CRANGFS FER POUR, SHALL BE PROVIDED. 6. VENT DR', ER, BAT1-1 rANS, AND RANGES /OvENS TO THE OUTSIDE. 1. GARAGE AND HOUSE OCCUPANCY SErARATION MIN. 1 NR TAPED AND FINISHED. GARAGE AND BASEMENT 3UPPOR t 3 1 BE I HR. ( /8' T1 PE 'X' OR EQUAL) 8. TILE roR SHOWER SHALL PE 6' ABOVE FINISH FLOOR WIT( -1 WATER RESISTANT BACKING. ' . ALL WATER CLOSETS to I 3o' MIN CLEARANCE SIDE To SIDE, 24' MIN. CLEARANCE « FRONT. 10. EGRESS IN EvERY SLEEPING ROOM 91 -1ALL PAYE A MINIMUM NET CLEAR OPENING OF 5.1 SQ. FT. THE MIN. NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24" MN., NET CLEAR OPENING WIDTH DIMENSION OF 20'. l3OT1OM Or OPENING SPALL NOT BE MORE THAN 44' ABOVE FLOOR. II. FIREPLACE CODE COMPLIANCE PER UBC, CHAP1 ER 3I - B, AND LCC BUILDING DEPT. ALSO REBAR AS r'ER SEC. 3102. . 12. NE ART( -1 EXTENSIONS - HEARTH SHALL EXTEND AT LEAST 16' FROM THE FRONT OF, AND AT LEAST 8' BEYOND, EACH SIDE OF THE FIRE PLACE OPENING. W1-ERE THE FIREPLACE OPENING IS 6 SQ. FT. OR LARGER, THE HEARTH EXTENSION SHALL EXTEND AT LEAST 20' IN FRONT OF, AND AT LEAST 12' 5E1 OND, EACH SIDE of TI-IE FIREPI.ACE OPENING. CONE. OR M4SONRY MUST NOT BE SUF'�='ORTFD ON WOOD FRAMING. . 13 4PI L (CATION AND INSTALLATION OF INSULATION AND VAPOR BARRIERS SHALL COMPLY WITH THE 2001 STATE OF WAS(- IINGTON ENERGY CODE 14. GLAZING IN COMPLIANCE WITH SEC. 2400, UBC STANDARD NO. 24 -2 AND WAS(- JINGToN STATE BAr-ETY GLASS LAW. EXCEPTIONS ARE AS OUTLINED IN SEC. 2406, UBC. I. GLAZING IN LOCATION 5UE3JECT TO HUMAN IMPACT SUCH AS GLASS ON DOORS, GLAZING WITHIN 24' ON EITI -IER SIDE OF A DOOR OPENING, GLAZING CLOSER THAN I8' TO A FLOOR, SHOWER DOORS, AND - 1U8 ENCLOSURES SHALL BE EITHER TEMPERED GLASS, LAMINATED SAFETY GLASS, 81.4ATIER RESISTANT PLASTIC, OR WIRE REINFORCED GLASS FOR SKYLIGI -1T. 16. SLIDING GLASS DOORS TO BE SAFETY GLAZING, LAMINATED, OR TEMPERED GLASS. Ii. SHOWER ENCLOSURES SHALL BE APPROVED WIRE REINFORCED, TEMPERED OR LAMINATED SAFETY GLASS OR SPATTER RESISTANT PLASTIC. I8. GLAZING WIT( -IIN 18 OF FLOOR OR LESS TO BE SAFETY GLASS. IS. ALL EXTERIOR WALL GLAZING SHALL BE DOUBLE GLAZED AND COMPLY WITH TI-IE 2001 WASI4INc TON STATE ENERGI CODE. 20. TREATED WOOD / WEATHER PER UBC SEC. 2306. 21 THIS OFFICE ASSUMES NO RES? 'ONSIBILITY AS TO THE PI 4TSICAL CPAIUCTERISTICS OF TI-IE SOIL, NOR DOES THIS OFFICE vERIFY THE ACCURACY or THE ENGINEERING DATA SUPPLIED BY OTHERS. WHERE SOIL APPEARS To BE OE POOR QUALITY, A SOIL ENG. REPORT SHOULD BE SUPPLIED 13Y CLIENT_ CANE DESIGN HAS TAKEN EvERY EFtORT TO ENSURE THE ACCURACY OF THE ATTACHED DRAUIINGS, HOWEVER IT IS TI-IE RESPONSIBILITY OF THE CONTRACTOR TO CI -BECK AND VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTIC'r{. 22. 11-1E ATTACI -LED PLANS ARE THE PROPERTY OF CRANE DESIGN, INC. ANY REPRODUCTION OF THESE PLANS WILL VIOLATE COP) RIGHT LAUDS. THE HOLDER OF THESE DRAWINGS MUST PAY A FEE FOR THE USE or THE MATERIAL TIIEREIN OR BE SUBJECT TO LEGAL ACTION BY CRANE DESIGN INC. ENERGl" NOTES: ENERGY IBC 1 ES FER ►?f9 I I AC.c111r 19",1 C?N STATE ENERG' CODE rPOYIDE AT . V r 11111 - 1UM AC, DEr: INSUL_ A t ION LEVEL or R -3P le CEILINGS (R-30 « 2)(12' VAULT) R - •UAI.LS R 'FLOORS OVER UNHEATED SPACES R - Im A t SLAB PERIME TER INSTALLED I- IoRIzoNTALL'y ARE WIT► -IIN 12' OF GRADE ALL OPENINGS AND JOINTa, N EXTERIOR WALLS SI - 14LL BE At LIMIT AIR LEAKAGE 24' UND E RR SLAB, WPEN CONCRE 1 E FL OOPS SEALED, CAULKED OR UJEATI - IEF2 STRIFFED AN ArPR0vED VAPOR BARRIER SHALL BE PROPERL1" 1NS1 AILED IN ROOF, N ENCLOSED RAFTER SPACE°►, FORMED WHERE CEILINrs ARE APPLIED DIRECTLI To Tic UNDERSIDE OF Poor RAICIERS ALSO IN EXTERIOR WALLS INSTALLED k MIL BLACK VISQUEEI'1 GROUND COv R, LAPPED I' -o' At JOINTS AND EXTENDED UP TO FOUNDATION WALL (REQUIRED AT ALL CRAWL SPACES), FIRErLACES SHALL ESE PROVIDED WITH A► TIG� - ITl.1 FITTING rLUF DAt EB. RFADIL`t AcCFSS1F!-F r-1ANUAL OR AUTO CONTROLS. SWCUJERS 5NA(_l_ r4AVF A FLOW CONTROL tDEvICE TO LIMI t rl 10 A MAX. Cr- 2.5 GPM PER SHOWER HEAD WATER HEATERS ARE REQUIRED TO BE LABELED AS COMPLY ING U1/ NAECA 1981 ELECTRIC WATER 1-19 /►1 ERS LDCAI ED N UNHEATED SrACES SUCH 45 GARAGES TO ESE INSTALLED ON AN INS ~C -'"1PRESSIr3L E INSUI_ Al ION « MN CV' 18' ABOVE FLOOR GAS OR ELEC. (R - 10 MIN.). 'CONTRACTOR NOTE: All D Imene tone Shan Be Checked And verified rr for To Construction. sr p OUP! ) $TFRUCTLIFR41-__ NQTg I. DESIGN LOADS (v .R1rY' Sr:OW LOAD PER AF'.EA) A. ROOF LIVE LOAD 25 PSF (TOTAL LQ4t 31 PSFXW /TILE 45 PSF B FLOOR L IvE LOAD 40 PSI" (TOTAL. LOAD '2 ) PSr) C. SEISMIC ZONE 3, v. o.14W D. WIND LOAD 22 PSF E OIL EBEARING CAPACIT1 1012) 0 r'-'3P ASSUMED. SOIL REPORT REQ ON ANY QUESTIONABLE 8O I L 2. FOUNDATIONS A. ASSUMED MAX SOIL BEARING CAPACITY 1000 PSP UNDISTURBED CWT, E. POUR FOUNDATIONS ONL1 ON UNQ IS URBED SOIL. (VERIFY) C. UNDER FLOOR SLABS COMPACT FILL TO 9594 MMO. 3. CONCRETE A. FOUNDATIONS AND FLOOR SLAB CONCRETE S1 -(ALL BE EQUAL TO (2500 PSI). MAXIMUM WATER TO CEMENT RATIO, 5-1/2 SACKS OF CEMENT FER CUBIC YARD OF CONCRETE AND 6-3/4 GALLONS WATER PER 94 Le. SACK OF CEMENT- 2500 PSI ASSUMED COI1PRESSIvE 5TRENGTI - AT 28 DAYS. % SACK MIN/CU. YD. B. MINIMUM COVERAGE OF STEEL, 3' BOTTOM, 2' SIDES, 1 -1/2' WALLS. POR SOIL, SEE CODE WHERE SOIL NO PROBLEM. . C. EQUIVALENT FLUID PRESSURE, MN. 35" PER CUBIC FOOT 4, REINFORCING STEEL A. ALL REINFORCING STEEL SHALL BE DEFORMED, INTERMEDIATE GRADE, BILLET STEEL- ASTM 4615 -12 GRADE 40, NEW, CLEAN AND FREE OF DIRT. . B. SPLICES, WHERE LOCATED AND APPROVED SHALL 13E A MINIMUM OF 12 INCHES (2500 PS1) OR 30 BAR DIAMETER (CONC. • 2000 PSI 40 DIA.) C. ALL REINFORCING SI -1ALL !BE TIGI -ILLY TIED AND SUPPORTED DURING CONSTRUCTION. D. WELDED WIRE MESH SI-4ALL RE ASTM- -A185. 5. . WOcD A. PER UBC SEC. 2305 es. HEADERS/BEAMS - SEE PLANS ALL SIZES AND SPECIES. C. SEE PLANS FOR PLYWOOD. 6. !STRUCTURAL STEEL ALL STRUCTURAL STEEL SHALL BE ASTM 436, NEW, CLEAN AND FREE OF RUST. WIPE COL. SHALL. BE ASTM 853, GRADE B OR ASGL, A36 STEEL. (ALSC.) 1. S1 RUCTURAL FRAMING 8. STUD WALLS A. USE 2x6 NF"2 STUDS AT 16' O.C. (24' O.C. MAX.) PER L4E3C 2320 W/ 2x4' CQNSTRJCtION, SPACING NOT TO EXCEED fro O.C. W/ THREE STORY STRUCTURE 2x6' STUDS MUST BE USED • LOWEST LEvEL W/ SPACING NOT TO EXCEED 16' O.c. EL W E3. DOUt3LE TOP PLATES SHALL HAVE JOINTS STAGGERED NOT LESS THAN 4 rEET. MIN. NAILING OF 8-16c1 • 48' MN. LAPS ® EACH SIDE OF JOINT W /I6d • 12' O.C. BETWEEN PLATES FOR EXT. I INT. LONG WALL (2 1 3 STORY BLDG.). S. .4. F AMiNc TO BE IN COMPLIANCE WITH UBC SEC. 2320, B. PROVIDE NAILING N ACCORDANCE UJITI -I UBC SCHEDULE 23- II -B -I b • • • . STRUCTURAL ENG. SPECS TAKE PRECEDENCE OVER MIN. NAILING SCHEDULE AND OTHER GENERAL SPECS. C. f ROVIDE SOLID !BLOCKING AT JOIST SUPPORTS AND BEARING PARTITIONS. D. PROVIDE BRIDGING OR BLOCKING AT MID -SPAN of ALL SPANS OV *R 10 FEET. . E. USE APPROVED JOIST 1 1ANGERS WERE REQUIRED. F. ROOF TRUSSES! SIZES TO BE VERIFIED, DETAILED AND FABRICATED BY TRUSS MANUFACTURER. INSTALLATION AND BRIDGING SHALL BE PER MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. ALL TRUSSES DESIGNED MUST BE STAMPED E•Y LIE. WA. STATE P.E. CARE MUST BE TAKEN DURING ERECTION BY BUILDER TO NOT OVERLOAD TRUSSES WI1W BUILDING MAT. .4 TO ADEQUATELY BRACE TRUSSES. ROOFING .4 A APPLY ROOF=ING N ACCC?RiJ��,�;� 1 :1E3C. SEC. 150.3. B. PROVIDE ATT C VENTILATION AS ItNDICATED ON RCOt FRAMING FLANS. 4 SECT. 150. FLOOR plApHRAc r iI!•I!MUM 19/32' THICKNESS A!=',4 RATED TON!' :UE 1 GROOVE WITf 10d NAILS O.C. AT SUPPORTED SHE4 t-ING PANEL, EDGES AND l0' O.C. AT INTERMEDIATE FP. \ING MEMBERS (SEE ARC-4 PLANS AND r OR GENERAL NOTES FOR REQ'S.). FECJFJC4TI co - $1T,1L. $ 1F1 01 I. USE 2,500 PSI CONCRETE SPECS At 28 DA'T 2,000 PSI MAY BE USED BUT RECOMMENDED I - IIGI - 1ER STRENGTl -f, 2. USE ASTM, AGIB -6B OR EQUAL GRADE 40 REBAR LAPPED 30' MN. AT SPLICES, CORNERS 4 INTERSECTIONS. IF 2,000 PSI CONCRETE, LAP 40' DIAMETER MN. FOR PlAANUFAcniRE.12 � ?t3IB S. ING G 1. THE TRUSS MANUFACTURER SHALL PROVIDE ALL DESIGN AND ENGINEERING WITH WASWI T STATE 1�, ON �4 E P.E. STAMP ON DESIGNS. DURING ERECTION OF TRUSSES, THE BUILDER SHALL TAKE CARE TO ADEQUATELY BRACE TRUSSES 4 ALSO NOT TO OVERLOAD THEM WITH EXCESS BUILDING MATERIALS. o Reorder Plane I(8111642 -3615 • .►•• H I • 0• • /. J . G I�PPF�'IED U AUG 13 2003 RECEIVED CITY OF TUKWILA JUN 1 8 2003 PERMIT CENTER coPnQiGur© 2009 CRANE DESIGN, Inc. -a '° V4t 14 ieo ;015Plie N tQ d " + If .k ig 4 o d u N c7 0 ~ i U 11 ; ; l liptiOk . p d 4 �t' 903 .• t C . 'r• •�•Aa>MpASt SHEE tQ C) N Era C V O t1E 1 1 (8? *OP) r: es) x ( 'r r? Tr. •r dT, 4 CONNECTION -'� CON _._N _ . _ �._.. ._.__ _�_.__ NA I L INQ I. Joist to sell or �Ir_dsr, toelr►ell -8d 2. Brld in to joist, toenail each end 2-8d 3. I' x 6' (15 mm x 152 mm) subfloor or lees to each jc nail 2-id 4. Wider than I' x b' (25mm x I82mm) sub-Floor-to each ,joist, face nail 3_8d 5. 2' (51mm) subfloor to Dist or Mader, blind oand face nail 2 6 Sole plate to JoIst or blocking, typIcel face nail Ibd at Ib' (401 o.c Sole plats to Joist or blocking, at braced wall panels 3 -I6d per 16' (406mm) 1, fop plate to scud, end ►gall 2 -164 8. Stud to sole it• � " � � _ atoenail _ p _.._^ 4 - ad, or 2 -16 d, end n a i l 9. Double studs, face nail i 'd at 24' (610mm) o.c. 10. Double top plates, typical face nail led at 24' (61mmnr) o.c. Double to plate, lap splice 8-16d p p toenail Ii. 3lockigg between foists or rafters to top late, I �_ gd _ 12. Rim foist to Slate, toenail Sd at 6' 1152mm) c.c. _ 13. Top plates, lei send intersections, face ^ r 2 - Ibd N _ •r- • 14. Continuous header, tw la o ces 1i._ . t; . .' (406mm) o.c. a long each ed • e 15. CeIIIn foists to lets, toenail 3 -8d 16. continuous header to stud, toenail 4 -8d 11. llin jolat, ie s n a i l 3-16d 18. Celli • joists to ee re I lei rafters, face nail 3 19. Ra f ter to la te, to me i I 3-8d _ _ 20. I' (25mm) brace to each stu end plate, face nil! 2 -8d 21. 1' x 8' (25mm x 203mm) shea thlnc; or less to each bearing, race nail 2-8d_ 22. Wider then I' x 8' (25mm x 203mm) sheathing to each bearin . , face nail 3 - i 23. Built -up corner studs I6d at 24' (610mm) o.c. 24. But t up girder and beams 20d at 32' (813mm) o.c. at to and bottcm and eta ered 2 20d at ends and aU each splice 25,2' (51mm: planks 2 -I6d at each bearing 26. Wood structural panels and pert ice Iboard= 3 Stiqlccr, , rccr and well sheathing (to framing): (1 Inch • 25.4mm) 1/2' and less 6d 3 19/32' - 3/4' ed 6d van - 1' Oda I I /8' - 1 1/4' - 5 21. Panel siding (to framing)! 1/2' (I3mm) or less 6 d b 5/8' (16mm) 8d b 28. Fiberboard sheathing: 1 1/2' (I3mm) No. 11 gas Edo 5/ (20mm) No. t6 ge? 2 23 20 mm) No. 11 d 8 e _ No. 16 c, e? 29. Interior for paneling 1/4' (6.4mm) 4d to 3/8' (9.3mm) ed n DRAWN: REV.: PLAN NUMBER: CRANE DESIGN, Inc. Reserves All Lego' Right To Material On Thle Sheet • Subject To Criminal Prosecution TABLE 23- II -B -1 - N4ILINGSCEDULE 1 Common or box nails may be used except where otherwise stated. 2 Na i le spaced at 6 inches (152mm) on center at edges, 12 inches (305mm) at intermediate supports except 6 Inches (152mm) at all euporte where spans area 48 Inches (I21 rnm) or more. For nailing of wood structural panel and petits iboard diaphragms and shear walls, refer to Section 231533 end 2315.4. Nail. for wall sheathing may be c ommon, box o r casing. 9 y . g 'Common or deformed shank 4 Common. sDerormed shank *Corrosion - resistant siding or c8•1ng rails con(' es. • , Ire to the requirements or Section 23043. "Fasteners spaced 3 inches (16mm) on center !!xterior edges and 6 Inchee (152mm) on center �t 1ntermedlate supports. .Corrosion- reelstant roofingg nails with 1 /16- Inch - diameter (Ilmm) heed and 1 1/2 -inch (38mm) length for I/2 (I3mm) sheathln and 1 3/4 -inch (44mm) length for 25/32 -Inch (20mm) 9 9 rs sheathing conforming to the ui"remente of Section 23043. q "Corrosion- resistant staples with nominal 1/1F, -inch (Ilmm) crown and 1 I/8 - inch (29mm) length for 1/2 ( I3mm) sheathing and i l/2 Inch (38mm) length for 2 5/32 - inch (20mm) shea thing conforming to the requirements of Section 23043 ''Panel supports c t 16 Inches (406mm) 20 inches (50/3mm) if strength axis in the tong direction of the panel, unless otherwl a marked . Casing or finish nails spaced 6 Inches 152 mm) on panel l ed es 1 2 inches (305mm) m d i supports. p g a t In t�r es d e uppor s. " F'anel supports at 24 Inches (610mm). Casing or finish nails spaced 6 inches (152mm) on panel edges, 12 inches (305mm) at Intermediate supports. TABLE 23- II- B- 2- 1.000D STUCTURAL PANEL ROOF SHE4T-IN NAILING SCHEDULE � WIND REGION Greater than 90 mph (145 km/h) Gres te!r than 80 mph (I79 PANEL LOCATION Penal edges 3 ° Panel f fel _ Panel _ ese� kmAI) to W m h (14!5 km/h) Panei field Penal foci - ee! 50 mph (129 km/P0 or less NAILS 8d common 8d common 8ci coffirnon Ro0r - r STRING - ZONE eetsntn $ uie (leictite ? ceater ) X 25.4 FOR mm 6 64 12 6 __._.. -.. 6 b b Pandit f laid 1,? 12 12 I Applies only to mean roof heights up to 33 feet (1 lee mm.) For N1;8r roof hAlghte over 33 rest (10 100 mm), the nailing shall be des;gned. 11Thes ' eor fastening Zones are shown to the right 'Edge epeeing also applies over roor framing a gable utttiis. 4 Use $d ring-shark nails In this son* Tr mean roof height Is greater then 25 feet (1600 mm) 'CONTRACTOR NOTE: 411 Dimensions Shcc' Me Checked And Veriried Prior To Construction. MEC-44NIC4L: SOLID FUEL BURNING AF'PL IANCE S Solid fuel burning appliances include airtight stoves, fire places stoves, room heaters /fireplaces stoves, factory - built fireplaces, and fireplace inserts. Unless otherwise adopted by King County, all solid fuel burning appliances shell comply with 1991 U.B.C. I 1991 U.M.C. HEATING Each dwelling unit shall be provided with heating facilities capable of maintaining 10wF at a point 3' above the floor in ail habitable rooms when the outside temperature Is as set forth In Section 510,11 U.S.C. A. Fuel burning equipment locat within the building envelope (constructed under the W.5.E.C.) shall obtain combustion air from outdoors, meeting the provisions of 13ec t i on 101 U.M.C. NOTE, BUILDING ENVELOPE The elements of a building which enclose conditioned spaces through which thermal energy may be transferred to or from the exterior. B. Fuel burning equipment located outside the building a shall meet the envelope he rovielons of Chapter 3 U.M.C. U p p p C. Ductwork, location and source of combustion air, refer To Chapter 6 U.M.C All warm-air furnace shall be listed and labeled by an approved agency and Installed to listed specifications, Chapter 3 U.M.C. Appliances Intended for Installation in closets, alcoves or confined spaces shall be so listed. Section 304.2 UI1.C. No warm Furnace shall be Installed In a room Used or designed to be used as a bedroom, bathroom, closet or in any enclosed space with sceess only through such room or space, except direct vent furnaces, enclosed furnaces and electric heating furnaces. Section 304.5 U.M.C. , No warm - a1r furnace shall be Installed In a closet or alcove less than 12' wider than the furnace or Furnaces Installed with a minimum clear working space less than 3' along the sides, back and top of the furnace. Section 304.1 U.M.G. L!quefled petroleum, gala- burning appliances shall not be Installed in a pit, basement, or similar location where heavier- then- air.gas might collect. - Appliancee so fueled shall not be installed in an above -grade under floor space or basement unless such location is provided with an approved means for removal of unburned gas. Section 304,5 U.M.C. (Approval must • be granted by the But (ding Of f icle I. 1- leating and cooling equipment located In a garage and which generates a glow, spark or Name c m able o I n!tln flammable vapors shall be installed with the p 9 g p e eta pilots and burners or heating elemen ' - p g to and switches at least ,8 above the floor level. Section 303.13 U.M.C. Fire dampers need not be installed In air ducts passing through the wa li, floor, or ceiling separating a residence (Group i2, Division 3 occupincy) from a garage (Group U, Division 1 occupancy4rovideci such ducts within the garage are con- structed of steel having a thickness not less than 0019 inch (No, 2E, Galvanized sheet gauge) and have no opening. into the garage, Section 302.4 U.B.C. Warm -air furnace installations In attics or crawl spaces shall comply with Section 319 and 320 U M.C. Every appliance (dryer, range, etc.) designed to be vented shall be connected to a venting system complying with Chapter 8, U.M.C. Every factor built chimney, Type L vent, pe B gas vent or Type B 9ae vent , shall be installed i TU BUJ 1 d n accordance with the terms of Its listing, manufacture s Inst- ructions and the applicable provisions of Chapter 8 U.M.C. Vent connections shall be Installed within the apace or area In which the appliance is located and shall be connected to a chimney or vent In such a manner as to maintain the clearance to combustibles per Section 815, and Table 3-C, U.M.C. DUCTWORK: A. Duct systems shall be or metal as set forth in Tables Nos. 6 -A, 6 -E3, 4 6 -C or factory -made air duct. complying with Chapter 6 U.M.C. B. Joints and seams shall be substantially alrtIght, Section 601* Table No. 6 -4 (rectangular ducts) and Table No.b - (flat, Oval, and round ducts), Uric. • C. installation of ducts shall comply with Section 603 U.M.C. D. Duct insulation shall be Installed in accordance with Section 604 U.M.C. 4 FT F7, d�t. 4 I �--$ FT. (INCLUDING 1 Ft. OvERNANG) w ROOF RIDGE i ROOF FASTENING ZONES To Reorder Plane ((8111642 -3615 GENERAL I. PILOTS, 15URNER, -1FATIN<s ELEMENTS 4 SWITCHES OF THE FURNACE AND RUB. SHOULD BE A MiNIMUM OF 18' AI3OvE THE GARAGE FLOOR, TN : SE SHOULD ALSO BE PROTECTED AGAINST ANY VE -1ICULAR COLLISION. 2. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITH A NIGI41 LIGHT, DEAD BOLT, OR SECURiTi" CHAIN MOUNTED AT A NE IGNT OF 48' MAXIMUM ABOvE FINISNE D FLOOR. 3. ALL WOOD iN CONTACT WI CONCRETE OR MASONRI SHOULD BE PRESSURE TREATED WOOD AND BRANDED BY AN APP12GvED AGENCY. 4. LIVING ROOM CEILING iS 24' ABOVE HALLWAY WNIC1 -1 LEADS TO SLEEPING ROOMS, A SMOKE DETECTOR WILL BE INSTALLED AT T-IE HIGHEST POINT. ' S. RECESSED LIGHTING FIXTURES SHOULD BE I.C. RATED AND ENCLOSURE LINED WITH A 1/2' ,G.W.B. TAPE AND FINIS4 -1. h. ALL DUCTS, PLENUMS, AND ENCL- OSURE THROUGH OR ALONG UN- HEATED SPACES.(INCLUDiNG THOSE FROM GARAGE INSTALLATIONS), SHOULD BE THERMALLY INSULATED EXCEPT THOSE INSTALLED BETWEEN WALLS OR iN A SPACE NOT EXPOSED TO OUTSIDE AIR. 1. DRYER MOISTUi'' EXi- IAtiST DUCT SI -IALL NOT EXCEED A TOTAL Cr COMBINED I- IORIZONTAL AND vERT- ICAL EFFECTIvE LENGTH -1 OF 14' - 0'. 8. MASONRY FIREPLACES SHOULD BE PROVIDED WITH A TIGi - ITLY FITTING FLUE DAMPER AND A READILY ACCESSIBLE MANUAL CONTROL. AN OUTSIDE SOURCE OF COMBUSTION AiR SHOULD BE PROVIDED WiTH A DUCT OF 4 ! Q. INCHES MINIMUM AREA AND REA- DILY OPERABLE DAMPER AS PER SECTION 402 OF THE WASI -IiNG fON STATE VENTILATION CODE. REF. SEC. 3102, U.B.C. S. WATEt'. I- IEATERS LOCATED IN THE GARAGE OF UNHEATED FLOOR ARE TO BE INSTALLED ON INCOMPRE- SSIBLE INSULATION. 10. NOT AND COLD WATER NEATER PIPES IN THE GARAGE SHOULD BE INSULATED WITH MINIMUM R -3 iNt5UL. WITH A FLAME SPREAD OF 25 OR LESS. II. THE SHOWER SURROUNDS i■RE TO EE A SMOOTH, HARD AND NON- ABSORBENT SURFACE N01' LESS THAN 10' ABOVE THE DRAIN INLET. 12. GYPSUM WALL BOARD BACKING USED FOR TUB OF 31- :OUJER ENCL- OSURES SHOULD BE OF A WATER RESTS r ANT MATERIAL. DO NOT INSTALL OVER VAPOR BARRIER ON WALLS OR ON THE CEILING. 13. AIR DUCTS PASSING TNROUG•1 GARAGE WALLS , FLOOR OR CEILING ARE TO !3E NO. 26 GALvANIZED STEEL WITH NO OPENINGS INTO 1 NE GARAGE. 14. LANDiN•IGS OUTSIDE To BE NO MORE THAN I' BELOW THE T NRE 3, -TOLD. I. INTERMEDIATE RAILS TO BE NO MORE TWAN 4' APART. 16. STAIR I-IANPRAILS AND NAND GRIPS ARE 10 WAVE 11/4' TO ?' CROSS S a:'i 1 ONAL 3 AND RETURN TO WALL. (col tTINUOUS) 11. 5 /g' .7 1 PE 'X' G.W.B. UNDER ALL Stab. LJELLS ANL, DOUBLE LAYER IF STRINGER SPACING IS MORE - THAN 16'orc. . IS. WATER NEATER SHALL 13E SEISMICALLY STRAPPED AT A FPHE INT WI THIN THE UPPED 1 /3RD AND LOWER 3RD OF ITS VERTICAL DIMENSION. TI-1E LOWER STRAP SHALL BE NOT LESS THAN 4 INCI -IES A1BOvE TI-IE CONTROLS. I. WINDOW MANUFACTURER TO PRO - vIDE PORT DOLES IN EACH WINDOW IN EACH HABITABLE ROOM. 20. I.W.TER NEATER PRESSURE RELIEF vALvE TO DRAIN BY GRAVITY TO EXTERIOR. (UPC 608.5) ROOD: I. ATTIC VENTILATiON AS PER 5053 U.B.C. SEE VENTALATIONS • CALCULATIONS PROVIDED. 2. VENT OPENINGS SHALL ESE COVERED WiTH CORROSION RESISTANT WIRE 1IES1-1 WiTI -I OPENINGS OF 1/4 Q. INCH DIMENSION. 3. ROOF VALLEYS TO NAVE 28 GAUGE GALVANIZED FLASI - 1NCs. 4. WOOD SWINGLE OR SNAKE TO BE INSTALLEr' PER 1991 UBC CNAPTEiI 15 $ TABLE I5 -B -2. 5. f 5:".:' I.4LT SN'NGLE (COMi=') TO BE Ii ALLED PER 1991 uEC CHAPTER 15 TABLE 15 -13-I. I TRUSSES TO BE DESIGNED AND STAMPED E31 A WASHINGTON STATE STRUCTURAL ENGINEER CALCULATIONS ARE TO BE SUBM- ITTEC) FOR CODE COMPLIANCE F ZIOF2 TO FABRICATION OR PER- MIT ISSUANCE. • a. APPROVED HANGERS TO BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR NIP TRUSSES TO THE MAIN GIRDER TRUSS. TRUSS MANUFACTURER TO PRO - VIDE T TP1= . 9. NONBEARING WALLS SHOULD BE HELD DOWN FROM THE TRUSS TO BOTTOM CHORD WI TN AN APPR- OVED FASTENER TO INSURE TRUSS E'OTTOM CI -LORD LOLL NOT BEAR ON NONBEARINCI WALL. 10. ROOF TO BE ANCHORED TO RE - e,; f T NET WIND UPLIFT LOADS. 118E SIMI.tt.SON 'N' ANCWORS OR Eo UIv4L f_NT, I I 6. 22'x30' ATTIC ACCESS TO BE PROVIDED FOR EACH SEPARATE ATTIC AREA WITH NO LESS THAN 30' FOR HEADROOM. ATTIC ACCESS Di''. TO NAVE R - 30 iNSOLATIOON MiNiMUM. ,A 1D WEATHER STRIPPED. I -4ARDUlARE TO PROVIDE T!GWT CLOSURE. . TRUSSES DLL NOT BE FIELD ALT- ERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OF ENG- INEERING CALCULATIONS. 12. TRUSSES ENALL 4-IAVE DETAILS AND DRAWINGS ON SITE FOR FIELD INSPECTION. 13. PROVIDE SCREENED BLOCKING OVER SUPPORTS. 14. SHADED AREAS • FRAME OVER WITI -I 2x6 RAFTERS • 24'o.c. U.N.O. FOUN41ON: 1, GALVANIZED METAL FLASHING TO BE INSTALLED BETWEEN CONCRETE SLAB, AND WOOD MATERIAL AT EXTERIOR PORCHES AND LANDINGS TO RIM JOIST. 2. CONCRETE PIER PADS SI-IOULD PROJECT AT LEAST 6' ABOVE GROUND UNLESS PRESSURE . TREATED MATERIALS ARE USED. SECTCNS: I. ALL EXPOSED INSULATION MATER - AILS INCLUDING FACING SUCH AS VAPQr2 BARRIERS OR WE4THERED PAP .ER SHOULD NAVE FLAME SPREAD /SMOr E DEVELOPED RATING SHOWN ON 2!...;i450 OR LESS. CITY 'P�PRO`�D'W� AUG 13 - • AS tr'JIEU twOri NOTE ALL INFORrIA PROvIDED ON THIS SHEET IS PER THE STATE OF WASNINGTON 19 U.S.C. VERIFY LOCAL coDES IF CONSTRUCTION IS IN OTi - DER THAN WA. STATE. AECEIVED CITY OF TUKWILA JUN 1 8 2003 '. PERMIT CENTER rcp T tvcsN r C) 2U01 f; HANE DESIGN. Inc. • J,.. • ••• b .rte r -.r..• - .:....�... __. ..... 0 1703*--14F1 M 4X4 PT. 7'X2 'XI' CONC. PAD FLUSH WIN NEW CONC. � " SLAB ON GRAD J osr &I -4II CONC. PAD PLAN SCALE: 1/4" = I'-0•• t 4�C10'}PT. BEAM 7 20' " 2x8" PT. LEGER DECK PLAN SCALE: 1/4" = 1 S I 4 11 5/4x4 PT. PECKING 2X& • PT- JOISTS alb "O.C. EXISTING EXTERIOR WALL EXI5TING EXTERIOR WALL 0 • DEC 5)4X4 "kg PECKING OR EQUAL 4x10 P.r. 8EAM 4x4 P.T. POST EET D=1 :/y1./ ced4- RAIL CC P r NOTE: NTS. It 2x8 P.T. JOISTS SIMPSON LUS28 EA. JOIST - � CONC. 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USE STAPLES OR MARE RINGS TO ATTACH FABRIC TO WIRE 2'x2` BY 14 GA. WIRE FABRIC OR EQUIVALENT • 6' MAX. rBURY BOTTOM OF FILTER 1 MATERIAL IN 8'x12' TRENCH NO i TQ 5G1k TEMPORARY GR A vEL CONSTRUCTION ENTRANCE NOTES: NO SCALE FILTER FABRIC MATERIAL -` 2`x2' BY 14 GA. WIRE FABRIC OR EQUIV PROVIDE 3/4 - 1.5' WASHED GRAVEL BACKFILL IN TRENCH & ON BOTH SIDES OF FILTER FENCE • FABRIC ON THE SURFACE. r MBN 2'x4' *000 POST ALT: STEEL FENCE POSTS • SILT FENCE DETAIL 1. INSTALLATION THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION. ROOTS AND OTHER OBJECTIONABLE MATERIAL THE GRAVEL SHALL BE PLACED TO THE SPECIFIED DIMENSIONS. /WY DRAINAGE FACILITIES REQUIRED BECAUSE OF WASHING SHOULD BE CONSTRUCTED ACCORDING TO SPECIFICATIONS IN THE PLAN. IF WASH RACKS ARE USED, THEY SHOULD BE INSTALLED ACCORDING TO MANUFACTURERS SPECIFICATIONS. 2. AGGREGATE: 4' TO 6" CRUSHED BALLAST ROCK. 3. ENTRANCE DIMENSIONS. THE AGGREGATE LAYER MUST BE AT LEAST 6' THICK. IT MUST EXTEND THE FULL WIDTH OF TH►. VEHICULAR INGRESS AND EGRESS AREA. THE LENGTH OF THE ENTRANCE MUST BE AT LEAST 50 FEET. 4. WASHING. IF CONDITIONS ON THE sTE ARE SUCH THAT MOST OF THE MUD IS NOT REMOVED FROM VEHICLE TIRES BY CONTACT NATH THE ;RAVEL, THEN THE TIRES MUST BE WASHED BEFORE VEHICLES ENTER A PUBUC ROAD. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO A SETTLING AREA TO REMOVE SEDIMENT. A WASH RACK MAY ALSO BE USED TO MAKE WASHING MORE CONVENIENT AND EFFECTIVE. 5. MAINTAINENCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH MALL PREVENT TRACKING OR F'.OW OF MUD ONTO PUBUC RIGHTS -OF -WAY. THIS MA" REQUIRE PERIODIC TOP DRESSING WITH 2 STONE, AS CONDITIONS DEMAND. AND REPAIR AND /OR CLEAN OUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO ROADWAY OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. so 1 J 8 MIN DEPTH BALLAST AGGREGATE PER SECTION 9- 03.9(1) STATE OF WA. (DOT) STD. SPECIFICATIONS d' r 2O 12' J 5'0' A. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPACED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. 8. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND MINIMUM OF 30 INCHES). C. rA TRENCH SHALL BE EXCAVATED, ROUGHLY 8 INCHES VIDE AND 12 INCHES DEEP, UPSLOPE AND ADJACENT TO THE . MOOD POSTS TO ALLOW THE FILTER FABRIC TO BE BURIED. D. WHEN STANDARD STRENGTH FILTER FABRIC IS USED. A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAw -DUTY WIRE STAPLES AT LEAST 1 INCH LONG. TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. E. `THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. WHEN EXTRA - STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO NE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE E APPLYING. G. THE TRENCH SHALL BE BACKFILLED MATH 3/4 INCH MINIMUM DIAMETER WASHED GRAVEL. H. FILTER FABRIC FENCES SHALL BE REMOVED MIEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE GRAPHIC SCALE b so 40 ( FLIT ) 1 Inch • 20 ft. DOAK SHORT PLAT L02 -024 NE 1/4 OF NW 1/4 OF SECTION 22, T23N, R4E, WM TEMPORARY CONSTRUCTION ENTRANCE TEMPORARY CONSTRUCTION ENTRANCE SOUTH LINE OF N 2, NW a SEC. 22. T23N, R4E, VVM EXISTING FIRE HYDRANT .D N s CB7 :••\,:' •' •. • •. EXISTING SANITARY SEWER t ..,. • 1......:• • :• 1- r- . r . • • • l • ' 1• . ti • I •; • •t, • : I `. i, • . • . • ..• . • • • • ;.,• • ,: .. 0 • •••• . • • • I r • • '• 1 r • • • 1 � I• x•af • •11 l I i 1 : I :11 %:i II 1 1 � EXISTING SSMH RIM = 266.72 IE(N): 255.62 (8 "IN) IE(W): 255.52 (8 "IN) IE(E): 255.42 (8 "OUT) 95.0' LOT (J. 11 i • •.1'.g . ..:::.. x ,.. ., .. • . •' I '� C '. f • ---- �. ,•b : .11 . • • `• . ,s.• / // ' ,XIST. e PVC • 0.07 3 ---••••■••....• EXISTING FIRE TRUCK TURN-AROUND J LOY 2 CB9 1 ZIP) I T • • • 1 • =ss • • • • - • • ••. • • • Q . 1 • • • • ••••• • • '• 1 • • • • :I••• • •, • f • ■■■ 5 •, •••‘• •' 1 •. ,• • •` . '•• • •0 • 1 I � � 8758 SQ FT 30 " Fl / (' (1. 012" FIR J3' 18" FIR 1' 49 ;. • • • • • • V i •N $ 7'51 ".w '2648.1.7' (DAL ) �� -ter/ •• �: • ••• ,•�• • •,� •• • • :- EXISTING WATER METERS UMW 14" DOGWOOD • 1 • ono.. -o. awns AND i INSTALL TEMPORARY 1 SILT FENCE PER DETAIL I I ; / CB2 •k. / ` � - '-� C B I .. - '14.8TH • • • `.. .., • • • • i 11 , ••i•• ••�• o • • • •• • • •• • • • • •• • • • • EROSION AND SEDIMENT CONTROL NOTES 1. The implementation of these ESC plans and the construction, maintenance, replacement, and upgrading of these ESC facilities is the responsibility of the applicant until all construction is opproved and the site stabilized. 2. The boundaries of the clearing limits shown on this pion shall be clearly flagged by v continuous length of survey tape (or fencing, if required) prior to construction. During the construction period, no disturbance beyond the clearing limits shall be permitted. The clearing limits shall be maintained by the applicant for the duration of construction. 3. The ESC facilities shown on this plan must be constructed prior to or in conjunction with all clearing and grading so as to ensure that the transport of sediment to surface waters, drainage systems, and adjacent properties is minimized. 4. The ESC facilities shown on this pion are the minimum requirements for anticipated site conditions. During the constructior period, these ESC futilities shall be upgraded as needed for unexpected storm events ono modified to account for changing site conditions (e.g., additional sump pumps, relocation of ditches and silt fences, etc ). 5. Any areas of exposed soils, including driveway embankments, that will not be disturbed for two days during the wet season or seven days during the dry season shall be immediately stabilized with the opproved ESC methods (e.g., seeding, mulching, plastic covering, etc.). or 2 - bales per 1000 sq.ft. w IE(24 "): 248.36 --0' LEGAL DESCRIPTION LOT 1, CITY OF TUKW ILA SHORT PLAT NUMBER L96.00040 ACCORDING TO THE SHORT PLAT RECORDED UNDER RECORDING NUMBER 9703050537. RECORDS OF KING COUNTY. WASHINGTON or LIMIT OF CLEARING 1 r� 11 c.I INSTALL TEMPORARY SILT FENCE PER DETAIL 1 LIMIT OF CLEARING EXISTING PAVED WALKWAY j4 128.78 • • .• 4 • • • • J `` • • • •ti G = EXISTING ASPHALT THICKENED EDGE • • 041 TE STRIPE • • . ,, • 0 (NJ } '114. 1E08") 2 52.56 W EXISTING FIRE HYDRANT EXISTING SSMH RIM= 255.57 IE(VV): 247.72 IE(E): 247.62 • • 6. Any area needing ESC measures not requiring immediate attention shall be addressed within fifteen (15) days. . 7. The ESC facilities on inactive sites shall be inspected and = maintained a minimum of once a month or within forty -eight (48) hours following a storm event. 8. At no time shall more than one (1) foot of sediment be allowed to accumulate within o catch basin. Ali catch basins and conveyance lines shall be cleaned prior to paving. The cleaning operation shall not flush sediment -laden water into the downstream • . system. - , 5 9. Stabilized construction entrances and driveways shall be installed at the beginning of construction and maintained for the duration of the project. Additional measures, such as wash pads, may be required to ensure that all paved areas are kept clean for the duration of the project. < • , 10. Where straw mulch for temporary erosion control is required, it shall be applied at a minimum thickness of 2 to 3 inches, MERIDIAN: RECORD OF SURVEY IN VOL. 28. PAGE 6 REC.# 8106239006 DATUM: KING COUNTY CONTROL SURVEY - NORTH 4 CORNER SECTION 22, T23N. R4E, W.M. ELEVATION. 286 28 BASIS OF BEARINGS: HELD NORTH LINE OF NORTHEAST CORNER OF SEC. 22, T22N, R4E W.M. LOT 1: SITE ADDRESS: 4058 SOUTH 148TH ST. TAX PARCEL NO. 004000 - 0095 -07 25' W Z N tt Cii 1 cEry L.) l OE O 8 N I 'own cEp 4 , I let PI. • ,ag 50 W 44(1 � � P w W I Z, ^ 4 111 2 8 tt ▪ m r E n.4 Cat d [ ' Z W a� A a 121 Cr) c4 zz El) L.) 0 ‘24 44:t W O a PROJECT NUMBER 96018 SHEET 2 OF 3 k.ii+ - »I VR 'k� .~1� ��1 +•.�7•� ::. �'lti 3Z'� +.i4+.'�•�° R :. Ere• . yl•.*M • %� w,•�� •. .•M' -mot'• -"« q11� � �A1YA 'vti• - �t wr . +.• j+jb �.,•.,. .::.••. ♦` *. �... .•. n • •.• • A.r• emu• • .. . ♦ •M. M•..+ r �.� .M +��..� -.. ^M. ..� .•... _ - •• � M • S .•.,.... . • f• ..• • . • • j 4 . • r • 0 4 to r , a.$ •. w. : �;. 4r • ,• r ,• a •• . � kilts, r ,. �'t. ' - ,��9. • -,l 1r %r 1 ` t1 •rr+.p , �"+t AE.�. .R1' »�`r�. • . +Mt y.✓ . • • �•.,+ - '•:a � � - , .• , • ♦ .. ' w • :`d++. •,i.,.w•YG i++' ��.�r °�ir�'. ! .y �i., � 4 :•iury+¢i..�a t�:.�+n _' .� ,� MJ` : FS 1 �� •�. ,., -v� ? �„ ! � .�:S �1'1 .'��. .. 4: . 1 . - • • t 4' • STORM DRAINAGE NOTES: 1. STORM WATER RUNOFF FROM THE ROOF AREAS OF EACH NEW STRUCTURE SHALL BE PIPED THROUGH A "PERFORATED TIGHTLINE CONNECTION" TO AN EXISTING CATCH BASIN. 2. STORM WATER RUNOFF FROM EACH DRIVEWAY SHALL BE DIRECTED TO SHEET FLOW FROM THE GRAVEL DISPERSION TRENCH SHOWN ON THIS PLAN. 3. THE FINAL GRADE ELEVATION SHOWN ON THIS PLAN MAY BE ADJUSTED AS NESESSARY TO REDUCE CUTS/FILLS AND /OR MAINTAIN 1% MIN /5% MAX SLOPES FOR DRIVEWAYS AND DRAINAGE TO CATCH BASINS. 4. INSTALL FILTER FABRIC OVER ALL CATCH BASIN OPENINGS DURING CONSTRUCTION. 5. SOIL LOG TEST HOLES WERE DUG ON THE LOTS. THE SOIL IS CLASSIFIED AS AN ALDERWOOD GRAVELLY SANDY LOAM WITH A TYPICAL STRATIFICATION AS FOLLOWS: 0-20" BROWN SANDY LOAM 20 "+ CEMENTED GLACIAL TILL SCS SOIL CLASSIFICATION: ALDERWOOD GRAVELLY LOAM 6. ALL PVC PIPE SHALL CONFORM TO ASTM D- 3034- SDR35. 7. FOOTING DRAINS MAY BE DAYLIGHTED 15' MIN. AWAY FROM ANY PROPERTY LINE OR STRUCTURE, OR PIPED TO A 2' WIDE x 10' LONG x 12" DEEP TRENCH FILLED WITH 1/2" TO 1-1/2" WASHED GRAVEL WITH 4" SAND /TOPSOIL COVER OVER THE GRAVEL TO ALLOW SURFACE SEEPAGE OF OVERFLOW. CB1 EXISTING TYPE 1 GRATE: 254.95 CIE: 251.00 (18 "W) IE: 251.80 (12 "N) IE: 248.55 (24 "S) CB2 EXISTING TYPE 1 GRATE: 252.42 IE: 251.07 CB3 EXISTING TYPE 1 GRATE: 262.48 1E: 259.13 CB4 EXISTING TYPE1 GRATE: 262.3 IE: 259.29 CB5 (EXIST. TYPE 1) RIM: 265.58 IE: 259.89 CB6 EXISTING TYPE 1 GRATE: 268.04 IE: 261.96 (12 "N) IE: 262.10 (12 "W) IE: 261.70 (12 "S) IE: 262.39 (3 -4 "E) CB8 GRATE: 266.65 IE: 263.81 MERIDIAN RECORD OF SURVEY IN VOL. 28, PAGE 6 REC.# 8106239006 DATUM KING COUNTY CONTROL SURVEY NORTH a CORNER SECTION 22, T23N. R4E, W.M ELEVATIOM 286 28 BASIS OF BEARINGS: HELD NORTH LINE OF NORTHEAST CORNER OF SEC. 22, T22N, R4E W.M. EXISTING FIRE HYDRANT 0 . EXISTING OVERHEAD UTILHIES INSTALL 1 " POLY WATER LINE (TYP) 200 PSI DRISCO PIPE TO EACH RESIDENCE EXISTING GAS MAIN 30' EASEMENT FOR INGRES EGRESS AND UTLITIES REC# 9703650537 EXISTING STORM DRAIN I PROPOSED GAS LINE TO SERVICE LOT 1 & 21 15' UTILITY EASEMENT REC# 9609260137 EXISTING SSMH RIM= 266.72 IE(N): 255.62 (8 1N) IE(W): 255.52 (8 1N) IE(E): 255.42 (8 "OUT) NE 1/4 OF NW 1/4 OF SECTION 22, T23N, R4E, WM INSTALL NEW WATER METER AND SERVICE CONNECTION PER CITY STANDARDS TO LOT 1 RESIDENCE PROPOSED PERFORA � TIGHTLINE CONNECTION TO CATCH BASIN #4 4 PVC SIDE SEWER S =2 WITH I � 4' CLEAN -OUT NEAR BUILDING WALL 4•.2__L EXISTING ' f j I BLOCK WALL PROPOSED 10' UTILITY A EASEMENT TO BENIFIT 1)a 0/1) TIGHTUNE FOOTING DRAIN TO 2'WIDE x 10'LONG x 12" DEEP WASHED GRAVEL TRENCH 4' PVC SIDE SEWER S -2.00% WIN 4" CLEAN -OUT NEAR BUILDING WALL ARROWS DENOTE DRAINAGE DIRECTION EXISTING ASPHALT V THICKENED EDGE 4" MIN. COMPACTED DEPTH ASPHALT TREATED BASE SANITARY SEWER NOTE: 1. SANITARY SEWER CLEAN -OUTS SHALL BE EXTENDED TO FINAL GRADE PER TUKWILA INFRASTRUCTURE STD. DWG. SS -2. SUBGRADE COMPACTED TO 95% � MAX. DENSITY a (SEE SPECIFICATIONS ON SHEET 1) PRIVATE DRIVEWAY CROSS - SECTION EXISTING SSMH RIM= 255.57 IE(W): 247.72 IE(E): 247.62 DRIVEWAY DISPERSION TRENCH 3/4" -1 1/2" WASHED ROCK O RAINgCE SNEETPLOW A IMV 18" MIN. POORLY GRADED WASHED PERFORATED TIGHTLINE CONNECTION i EXISTING PVT. ROAD AREA: EXISTING DRIVEWAY AREA: f EXISTING BUILDING AREA: EXISTING TOTAL IMPERVIOUS AREA: • PROPOSED BUILDING ROOF AREA: 1908 SF PROPOSED DRIVEWAYIWALK AREA: 630 SF PROPOSED TOTAL IMPERVIOUS AREA: 3349 SF FOUND PUNC B�A SS DISK 38 ' 2x IN CONCRETE MONUMENT IN CASE (VISITED MAY, 2002) REGIt 9703650537 (0.20 WEST & 0.04 SOUTH OF 1/16 CORNER) NOT HELD FOR POSITION. OF x 1A EAST CORNER SECTION 22, T23N, R4a F p a a 43 (CALCULATED POSITION) 8 ROS V.28, P6 4060 S. 148TH ST. LOT 1 4058 S. 148TH ST. LOT 2 r . 4 V :FINE b5516N, Inc. Reserves All Legal Rialite 1•o Mr terlA I O„ lhte Sheet • Sub h • • • • • 1 • • • •..... • • • • •••• •• ••••• .• • r. .....• . . S. N•••.•••••••.•. *la .•••w.• ••■ •.-_.. •••••••. •_•.• •• ••• . M)9 •, • `^! • •••1 •• W I t I •••••••...••••••... •• • • dr1111sa1m IMUM r d .i A, SO NZ, �•' it - '• ��' " 1 understand that the Plan Check approvals . re subject to errors and omissions and approval of plans does not authorize the violation of any code or ordinance, y adopted o d Hance• Receipt of con- tractor's copy of approved plans acknowtedged. By Date . aro•. aNY :�. ...... - • NOTICE: THE DRAWINGS set FaRT 4 cN TNIS eET Cr esUILt ri..ws As INSTKPIENTS CF SERVICE, ARE ANC 5 : ..•. REMAIN . THE F PERTY c cI�4NE DES IG14, INC. TWE PLANS ARE COPYRIGI4TED MATERIAL AND TI-NEIP USE 15- LIMITED TO THE CCNSTJCTt N c ONE 51 CTUPE u.!I T1� N .ONE YEAR OF .� R I4.46E BY TAE RC)4F EF2 ) ONLY I~OR ErE Ir1C' lSUILPNts .SITE. ANY u2*'0 REuS - :OR SAID BUILVltd.a PLANS % IS 1 (fiT• N . • OF C A DESI. N,° N . VIOL TORe. WILL E SEC t1`EI, •IN 4 c ur r Foot COp'rRI6 r FmStri!SeIGN FR , MENT W1 TI-I f !N .g' UP TO EIO� o.00 vIQLA R$ WILL. PAY ALL ATTo •JE''' F.4$ '1 COURT' co,gtel. WI 11 EN DIMENSIONS ON 114116$1 . DRAWINGS SMALL RAYa rDENG o R sAL p vIMENSIONS. CONTR 4CTOR SW4 c Eci a vERIPY AL L DIMENSIONS' AND CCN ITION3 PERTAINING TO Ti-IS PROJECT PRIOR To foRcece„ErDtto TO THE CCNSTRUCt? t4 PHASE. CRANE: DESIGN INC. MUST ESE NorlfirEp C1= ANr Y4RI4T1Ot.l FROM TAE >✓ IMENSIQNd 1D/OR C Nm l r! •fN) e:•IoUJt t ON 1 ESE OR.AUIINGS. ANY SLICK VARIATION SNJ4L. ESE f? SQL•vFD elY CRANE DE5t•:.4.t, INC, PRIOR 1C 1'R+f.%CEEDI43 u)ITN THE lL M< on INE CONTRACTOR SHALL, 4cCEFT tJ L ! 5Pc�Ns?EsILIrr pc :FR CoeT TO RECTIr -r 5 E. IN trap Y r ANr LI,AeiL►TY !g IMPOSED CAN CRANE DESIGN, INC.. oust LI4e,siLJ r'r - TO YOU OP. At•t r tNIRz7 PARTY el4,41.t.• Not EXCEED T!-IE •PRICE PAID FOR CRANE DESIGN'S PRODUCT. • BUILDERS COPY PERMIT NO. THIS SET OF APPROVED PLANS MUST BE ON THE JOB AT ALL TIMED DUPiNG CONSTRUCTION. THIS BUILDNG IS NOT TO BE OCCUPIED UNTIL AFTER FINAL INSPECTION APPROVAL BY THE TUKWILA BUILDING DIVISION DEPARTMENT OF COMMUNITY DEVELOPMENT • fr7-r.1(.,-1< I •.. • � 2 - TT-1p) Fki" . t 04) •` , •" ! R 1kt "` 4 SHALL BE Mft TO ,. „a„ , Z • WIThOUT P r• • t y • ; r : ''UILetN3 t W L FEMME A t'W PUN Sua">iTitit 4%..) kixf I atine 4410ITICialo FLAta FIEVeld KEIL • CONTRACTOR No Ali plmenelone °.hell Fie Checked And Verlfled 1'rlor to Conelrucltori. ect 1'o CrImInd I r rosecutton • •I •r: 1; 00 ' 4,-• MID C F vin-atotrr • r.3 C fr:,-tall. BE MADE TO a--r r ‘40. w t 'r` MAIM z A WEW bAxt KMUCIE AMMAN. PIM WNW RIM 4 o Reorder Plane I(811)642-3675 i C%Vi �RUV p ;u► MAY 2 0 200+ c‘,5 iwitu • 1-fOUSE DER OR , ,DhREe e to es . FVS1ED AND PL4JNLx v 1s..Ia STET F .nr •r 1 i G Tt tJ C,TUE .. ....r • ........ ... NuMU,�w •.••n•l.•.•,•.....•..0 -...� r.w..�••. -... ■••.. •..... • ......•.. • • 0 • . 7f. S .. • REVISION N j � •• t • s��sMic ZcNi: 3 UJND GEb: Bra mph WIND ExcsU B CCCUFANCy co • I c.pI � I K WII A /T: • • PERMIT CENTER tirl Of � .:. � APR Z .2004 pS NOR'. • • • n'Y oP Fb rC JI �y! � MA `� ; : �p I�••.•. 2 004 PS • • . . TSE LEGEND ► ?eeervee 411 L ▪ SNEARWALL PER SCI- IEDULE • ANCHOR t3OLT PER SCHEDULE • GTRJCTURAL DETAILS PER ISE 8NEET(6) I,le 10 A lrr 1A 1 are MI 6 Sub oRc1 1'o CrtnrinA 1 rroae)cut lore 'CONTRACTOR NOTE: All Dimaneion ' hII Be Checked And verified Prior To Cor►elrUctlon. rb Reorder Mane 1(811)642.3615 CONTRACTOR TO CI -IECK AND VERIFY BOIL AND SLOPE" COND I t I ON3 ply +O R TO CONSTRUCTION CRANE DE•IGN 81 - 14LL ME NOTIFIED Or ANY CHANGE C>UP TO CONDI1 ON3 ON 3ItEII • CRAWL !WAGE TO NAv! 18'44' 4' CRAIIJI_ .61 ACCESS. .;, Cpe.,411.4. SPACE 4 CONCRETE, 4...A13 a BASEMENT To WAVE 6 MIL. WL,L44C vt•JI!N vAI!M'olt i5 INFt. r • • BU.ILC2ER/coNT CTOR. To \ .; pul 1. taoo47:kN Tte Perilm4 TO cQN tRUc1 oN. • . . • • ANY FOUNDATION, o INGe• . :) MIN. 8' AWAY GROIN ANY 1-10Lpi."JUINI tia cL! N $ . .O1L TO JOISt to. Bela � GENERAL NOTES + ANcLoR BoLt uJA6NERs 614ALL BE 2'x2'x3/16'. • ANcisloR lSOLt6 6WALL E)C1 !H', A /4' MN. Adv. Dbl.. OR SINGLE MuD8ILL6 FOR WABNERe 1 WTI. 6 ALL INTERIOR POSTS • CRAW. ' SPACE 81-IALL NAvE WObl 'tot° 4 f5OTtoM coNNEcrION. • ALL FOOTING$ • , PERIMETER PoUNDATIoN SI.IALL 15E BAck7ILLrn.. uN.o. . ccPrk;(1u1 2g02 CRAft • L'8 ti FPUNDAtION vE'1TIL411pN • '16'X6' SCREENED FOUNDATION • VENT • 96 SQ IN. • rNI p 4, , 1 • •. : .44 • V • • . DOS•••• A PLAN NUMBER: t9.JarORAtt, .- SHFFT CRANP DESIGN, Inc Reserves All Legal Ri htg 1n MAtt.rlct Or Yids 'h t - Sub a ∎ct To CrIminA LI VING AREA MAIN F'LOCR• j T �' UTTER r�_ooF 1 P Fr" LOWP.P rt_coP 114k o rAL: 24 - I '\RA6 E : '� ', rt1 �-� •l tcRA F.OA- 411 •• I i `� 2 +18' grr - e:P 10 1 1 4 11(61 (r FrrTh-Ic ) rty � _L-21 • _D - 1 ( Y 7 F - IP , -60 •••••••• •••••.• ••• ••••••• . •.w••••■• . • • *CONTRACTOR NOTE: 411 Dimensions Shall ee Checked And VerlrIed Prior To Construction. • • w •• • Pros .r t Icon '1 - &E;;/ - ••• ..Y.r►. 42,,s.1,_ aM11 :+.: x..r.l,,• Ur*. s•.4a.1.. • r.l...koraaa7•N.• -••wit qr., .•• hw •j v IVJAII'1 rLOOh iu-iri 1/4' w...i.*. ••. •_ • ••••• - z t" • ' eArk! (v ' PO ST" I1 To Reorder Plane 1(811)6.42-361E a '- Cr a • w./�.oM�•MMl�rw�r: +.w ••• ••• .. ••••••••■•■•••• r.4_ • __ NOTE: REFER TO 94EET 5 -34 FOR NUME3ERED R.EFERNCE. ........•.,w...— ••• ,.,.. at wisr..• w w• ....•......w111••...aw-r_••.••ars ... II 6 ±',~'))46' (5 (7n =.,-= r =-- •—_- ■• e I l i t •,te • GENERAL NOTES • ALL peAvErip. To Qes ewe '�F•2 (2x6 gT.10 W4 , e.' (LIA .) 4 IO Dr'2 (2)44 e,ut, WALLS) (UND.) • ALL MXTPIR1oR I clARA4P. BAIT -1 WALLS to BE 249 S TUDe. ( UiJ,o.) CO • i r R.Ac tom eU 1LL CI-lack AHD ALL DIMENeIcNs r gIoFt to c0NSYRUCTIoN. • SEP 91 -EFTS 9 E=OFt • cNS I R T l or4 ANta I •!A IL Ip ISPEt. /Plcd t IONS. • GU rreR8 4 Oetus4 8Pc '.∎ TO BM rPc / DECD AS REta ST .: -OCDE, ALL 50L 14 1-1U3 r 3/4 c , imO Y e !DOUBLE OK 8 1 4 111-H ttILLn FOR l)d ' � �' 4PLRS AND NU; b. • EX1•5RiC DOOPtik TO I-lAve HAx. 9tEr H10. 36' DEE!' PLR 9Ec. frZ 3 3.Ib ti:9c. • �� F I I�?,E j'tp� to ALL. c ONcEALED lei _',,• r crEt I:•k 3 F•ER 5 !C. 108.2 (s. 'r.. • ALL 8I -1oww el :Loet•ilie OR. TO oh'EN °V T, Ir i , .� !• SLIDING, 1 BE 9ArET* • PRGYIDE 6x raST DR ke CC7tJ C;URE3 TO PRo1l.:CT HOT WATER '-IEA15R I B=UR, -1,ACE PROM YeNICLE 8. • 49' �• I IN LAPS '± ICE M DBL. TOP • [ rL4 Ee;nci t 2 2 1 ,.•. ELECTRIcAL outer AND LJGHUNG LAwut J SMOKE DETECTORS TO SE INSTALLED IN ALL SLEEPING ROOMS I AT A POINT • CENTRALLY LOCATED IN A NALL OR ARE PROV!.) ING ACCESS TO A SLEEPING RCOMI ALONE: WITI4 DETECTORS CENTRALLY LOCATED ON ALL FLOORS, NOT WILD II 3 INTERGJNNECTED • W/ BATTERY EACG -UP • SMOKE DETECTOR • • • TSE L f NOL_boi PER SCHEDULE 6W_ • SNE4 . i Rid A LL PER SCHEDULE AIJQ q►OL T PE SCI- 9E • • Of IWO hriOiD MG 3 2C93 Attu -- 71: STRUCTURAL D T4 L� � PER TSE gNEET(5) • • Ce.A=J1 RIGN r © tiv2 E 11.E (1c ► ..•. . • ..:• •••..: • , CITY OF u JUN 1 8 2003 PERMIT CENTER s St I t a hie. I 1: V. r 4 S ICIV 9..10 hp M C i M ooh .� • = N oa4 r A O r V Z } o o M uri La ?i!:: V i, : t3 6 : :1'7 :: :r's N 0 C LL P :: 9 ,, t; " t1 r C ►' = n n t. e N L U 7 F SHEET NOTE 5: TSE LEGEND I. ALL FLOOR JoT TO BE 971/2", TJI 150 8EFtIES. 16 ;• UNLsIS NOTED OTlERWI 2. SCUD 3L OCKING NOT TO EXCEED 10 O.C. 3. ALL E3E4MS ASOvE PLATE TO 4 , 1/E MFG• MTL WANGERS. CRANE DESIGN, Inc. Reserves All Legr+i Rights To tlmter 1111 On Thit4 Sheet - Subject To CrInki 1 Prosecution A 4 � Gli LLL T) I • 9Y2j:J X12" o • L . • 'CONTRACTOR NOTE. 411 Dimensions Si 11 CF ckred And Verified Prior to Construction. • o . let 65 YTS AaFiA7 i t V 1 1 7.-1 teo lea 'le:). e... le-rirp) 1 • • • • t vi 644(0) 0 Wei TJi i �o�a��s 7 :1 .'. I f rI Fif LAV • AMINE 1 • 1 16 Reorder Plans 1(811,1,42 -3 "15 r.' I f w • r • • • p i i Y ! .•.,•• :; AA • /4' • • ••• •t.r•.. •• • (_ ) PER SCI- 1EDULE 5 • SHEAIRW4LL PER SCHEDULE 4E3 • ANCHOR BOLT PER SCHEDULE . _ ``. it STRUCTUR,4L TAI DE S L PER ISE SNEET(S) COY of TtKwnA APPROVE`- MI6 1323 AS ICI Et) �•..M w^ • •1 1 ,. •..., .... . - .r. • cnYO�� u, JUN 1 8 2003 1 PERMIT CENTER • 1 • r 0402 cor RiGH © 2002 AARE DESIGN, lite. Vcrb• PLAN NUMBER. 0 fn 2I w . r (. r•1F' [�F" �Ir',s' 1 I, . Finaor v�4 A11 I_ ea -i 1 i�'laP it * I .-0 1 I,, t.► I1t 1 CI) 1 I,I� �I ��I .. r 1 n Cr Ind n, 1-1 j •coN 1 RAcTOI2 NOTE All Clmerlslorle 51011 Be Checked And Ver !fled n Ic► o Reorder Plans k 811X642 - 3E, 15 DRAWN.. SF S EEI TSE L LOOR TIE PER eC I7ULk SW__. • SHEARWALL PER SCHEDULE 4E3 • ANCHOR 13OL T PER SCHEDULE O --- ii • STRUCTURAL !DETAILS PER TSE SHEET(S) 4 ALL WEADER9 TO 5M= x 3 DF'2 (2x6 STUD WALLS) (LIAO.) Axle DF'2 (2x4 STUD WALLS) MAO.) .) • ALL EXTERIOR 1 GARAGE WAR!" 1 WALLS TO 15E 2x6 �� uos. (UN.O.) 6 CCNTRACTOR S��ALL CHECK AND \LRIFY ALL DIMENSIONS PRIOR • TO CoN3TRUCTION. • 4EE S1 -4EETS 5 -I TNI OU S -4 .0 FOR C 'NSTRJCTION .4ND NAILING SPECIFICATIONS. GUTTERS DOtLI1! a .oPDUTs T© 23E PROVIDED AS R... . BY CODE. ALL SoLT!3 MUST EXTEND 3/4' ABOVE.: n � ' 'U!'BLE OR SING L E t. MUD SILLS = A WASHERS AND NUTS. • EXIERsG DOORS TO PAVE S' 5T>~' wfTl4Ir1IN.36' EE)"' LDING NG i-'ER SEC. OPT 3.31.L- 2• :I...�.C. • PR Ir.... ;7•ZE - •"(.77".% .. _.I CONCEALED DRAT OPENINr's3 PER 5EC. 108..2 LL C. • ALL 51.10WER 4CL OSURE OR • TO OPEN OUT, !;= NOT SLIDING, TO BE s4FEr' GLASS. PROVIDE 6x POST Of? 6 CONC. CURB TO PROTECT NOT WATER HEATER 4 FURNACE FROM YEWICLES. • 48• MIN. LAP SPLICE • DBL. TOP PLATE SECTION 2320.11.2. LocAt ION iWrV U`1L/CPCLAJ 1 Ld d(.d G r ii M I' PASSAGE TYPICAL. • SMOKE [DETECTOR 51101 DETECTORS TO BE INSTALLED IN ALL SLEEPING ROOMS 4 AT A POINT .: CENTWILLY LOCATED IN A HALL OR AREA PROVIDING ACCESS TO A SLEEPING ROOM ALONG WIT- DETECTORS CENTRALLY LOCATED ON ALL FLOORS, I-10T WIRED 4 INTERCONNECTED W/ BATTERY EACK -UP corTiR►csm 20U2 W4AI4t L Inc. 4► Lo t F) it Lc 11 ti) 1 - -• c!1 L. •—• (1_) : _. it) U.3 PI E - Lr ! D 3 752 cL) I • 0 L / J �, ►.- • • 4r PLAN NUMBER: 110402 CRANE DE9I5N Inc. Ref+erves All L.ccjni Rl To tir th.rIAl On 11hko Sheet - Subjetct Ic' Criminal Pr•ooec-utlon .CONTRACTOR NOTE All Dimensions Shell! Be Checked And Ver IFied Prior lo Construction. .• 4.. .t • .'_.soma....i. 0 Reorder Plans 1(511X242-3615 •• • • • •••.r •• • ••NIP.* ••••■•••••••••• CAF T4.1" hANlur. g ► Ar-Ir' 4 �� It i91 , L. LE D 4 k3mAaE I, ! r-IAnr. ir. ", q: t ' w L i. Nor ISE At . t Est, . . to Motif rplofe k3UILt:);Nr oErr. Ar'rPovA_ PN6INEP}VII16 cALca. NULL L HAV Eei,I! OP rAILS t"PQdU10k 8 CH 8110 I=cm P I P L r Ir81���C, t 104 . 1. ALL iskAileh h Aa a 1O bke � � fit? og bat t!P U�,,�. tnmovibe ac ENPD tssLoc kiNi c v P s; - iAG�d ARIA8 • I RAt OVER 91-1E=1 fir= 3A FOR 4N5 �Gytd ln-fp 5efJ rI&ks 1b TSE LEGEND 1-161.DOaI PER 3GNEDULE Sly • SNEARWALL PER SCHEIDULE A 3 • ANC -OR 130L t PER SCHEDULE 1; = STRUCTURAL DETAILS PER ISE SHEET(S) PERMIT CENTER COPYRIGNt © 2002 CRANE DESIGN SHEET la • tx76•••• 1431 110402 CRANE DESIGN Inc Reeervee All Leg AI Right* To MAtoDritil C! This Sht■Fat - Subject To CriminA il=t12 Fix -17. P2roP Pros•rwtion uvittitt BED#2 •CONTRACTOR NOTE: All Dimensions Shall 13e Checked Anci Verified Prior To Construction. T Reorder Flans 1(811)642-3615 FPErPR 10 FRAMING PLANS AND et-IEEts SI TORd 64 rOR TYPICAL CONSMUCTION AND DETAILS. PROTECTIO ti ut\RDER ROOF HA1ERIAL a ><TR101:? SIDING AS FJOR e,c. l42 U.B.C. T) INSULA (UNLBS AERWISE 140TEC)) 58 LIJAF4-1 WALLS p Pi_;')ORS! . 31i PERMIT CENTER cop "RICre 2002 CRANE DESIGN, Inc. SHEET r134 - 1 4 :11 - . . 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WOLL V TOP OF FOOTING V DBL. STUD (1W. SILL PLATE (2) 2x BOTTOM PLATES ii _ 16.5" MIN. i I 4-4 3" 1 TYP. 4 t t rte • 4 .. I : 4 4 i SHEARWALL Fr t L N (SH ^ NOT SHOW! I FOR CLARITY 4 • • • 4 • • • • • t ♦ • 4 • 4. • • (2) 2x OR 4x HOLDOWN STUD STRAP TYPE HOLDOWN PER PLAN HOLDOWN DETAIL • • • cvp SYM - P.T. SILL PLATE w/ ANCHOR BOLTS f7/— PER FOUNDATION PLAN FOUNDATION WALL 4 MIN. REINF. ( PER HOLDOWN MANUFACTURER'S REQUIREMENTS) 14 BENT AND EMBEDDED IN FOOTING CONCRETE FOOTING CONTINUOUS HEADER (PER PLAN) • FASTEN SHEATHING TO HEADER WITH 8d COMMON NAILS IN 3" GRID PATTERN AS SHOWN STRAP TIE: SIMPSON ST2215 W/ 20 -10d NAILS (INSTALL ON SIDE OPPOSITE SHEATHING) 7/16 SPAN RATED SHEATHING 24/0 MIN. w/2 ROWS OF 8d 0 3 "o.c. AT PANEL EDGES (1 ROW OF NAILS INTO EACH STUD AND SILL PLATE). IF PANEL IS NOT CONTINUOUS, BLOCK PANEL EDGE w/A SINGLE 4x6 AND ATTACH EACH PANEL EDGE TO BLOCK w/2 ROWS OF 8d 0 3 "o.c. HOLDOWN PER PLAN 8d 0 3" O.C. 1 ROW INTO EACH PLATE 1/2" dia. x 12" LONG ANCHOR BOLT (2) AS SHOWN w/ 2x2x3/16' THICK PLATE WASHERS CONCRETE FOUNDATION WALL w/ CONTINUOUS FOOTI G PROVIDE 1 -- /4 18" DOWEL 6 FROM FOOTING INTO WALL AT EACH HOLDOWN LATERAL RESTRAINT PANEL 3/40.1.--00 USE SHEARWALL EDGE: NAILING --a-- FOR CONNECTION OF SH'T'G 10 POST (TYP.) BLOCK SOLID UNDER HOLDOWN STUDS FLOOR V TOP OF CONC. WALL V TOP OF FOOTING V ROTATE THIS DOWEL 90' AT CORNER APPLICATION 14 at 12" O.C. 5 /4 ' /5 HOEDOWN DETAIL RIM JOIST SHEARWALL EDGE NAILING ANCHOR BOLT PER PLAN GRADE #4 0 10" o.c. �\ SIEARWALL PER _ p 6 FRAMING DETAIL • • T' SY1� AR LAN -- ...� -.• - SHEATHING ATI ZING NOT SHOWN FOR CLARITY 4x6 DfLP POST BRACKET TYPE HOLDOWN PER PLAN 1" DIA. THREADED ROD SHEARWALL PER PLAN SHEAR FLOW NAILING PER SHEARWALL SCHEDULE SHEARWALL EDGE NAILING 3x6 SILL PLATE #4 0 18" o.c. VERICAL /AY 1" SLEEVE NUT OR TURN BUCKLE 1 ' Dio. THREADED ROD Wi BOLT EMBEDED 8" INTO FOOTIN • P.T. SILL PLATE w ANCHOR BOLTS PER FOUNDATION PLAN 14 MiN. REINF. (PER HOLDOWN MANUFACTURER'S REQUIREMENTS) FOUNDATION WALL 14 BENT AND EMBEDDED IN FOOTING CONCRETE FOOTING CITY OF 1100_ APPROVED AUG 13 2 AS WJIEU - NOTE: FLOOR JOIST PERPENDICULAR TO WALL TO BEAR ON MUDSILL W/ SOLID BLOCKING BETWEEN JOIST. ATTACH BLOCK AS INDICATED BELOW FRAMING ANCHOR: • FOR SW5, USE A35F O 16" o.c. FOR SW6, USE A35F 0 12" o.c. FOR SW7, USE A35F 0 9" o.c. s 03 RECEIVED CITY OF TUKW1 JUN 1 8 2003 PERMIT CENTER Nis • .1 1 / � • r p • . I • c . . 11 _ A F 41 T. ► i r � - 11.01 ne.e �r 6 • 4 /WV ot 1),145, L ., Fo, v,,v.:+r„4,0). Todi- 1 __ __f a) _ . __._1( 1 ¶ 0 : .�1 t2 �=rrU 4. .e to I % IC t- 4j2 er r ‘1 14,011V4= l oe.koth - • -1 C r'x fr' rte. •ey._. •.•...,► -. •• . ■L •••••••4.46. •.rs 'd - - - - - •- - - r --- — .+.rnr - - • I : 1 �� �! 11. I I Agy' 7 4 i e; _ _ • 4 - F=f j : (11 1 Oct) .2 r . • :-.r •..1111_ 13. SW 1 k EV 1 5)%tijS4P-L-19C-)9.. r '' �� �xt � r_^I .1�.e4 • << 1•l0) t* . 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( CJP4rTE& FoorinlG UmDe2 SrlE4 (rqr) HAIN , • a LEG rou)AJ•1d1 HOLDOWN PER SCHEDULE cc ANCHOR BOLT PEP SCHEDULE p FLOOR TIE PER SCHEDULE SHEARWALL PER SCHEDULE !STRUCTURAL DETAIL PER 3 SHEET TSE -1 2 1� j VI Vvinfr, PitRovE AUG 13 2403 ---"w eirtG �j tr'11'tU 4ALL: TS E ENGINEERING 0810 N.E. 178th ST. • Suite 101 Woodinville, WA 98072 -8 702 425) 481 - 6601 a FAX: 481 - 6371 IXMRES aa/io/a project title: PLAN #110402 TSE #3951 sheet title: LATERAL DESIGN revisions: RECEIVED CITY OF rufcwiu JUN 1 8 2003 PERMIT CENTER sheet #: TSE4 17 0 • •'. 'LV? I11 I. ra 9' 2 ' (7,t, 11:115 Al2e,A • • G A' " C 1r Ls • u 0 O APPROVE taiG 13 2a3 ►S FF)IEJ UJEn LUt1 I • TSE ENGINEERING 12810 N.E. 178 ST. • Suite 101 Woodinville, WA 98072 -8702 425) 481 -6601 • FAX: 481 63 71 . EXPIRES 0N1211/04 project title: PLAN #110402 TSE #3951 sheet title: LATERAL DESIGN revisions: sheet #: CITY OF RECEIVED TUKVVM.A JUN 1 8 2003 PERMIT CENTER TSE -5 t�1 I 0 • • 1 • • 'doe. ...ifs.. F . • • • 94 - fi= x'' -. ,-. 4&: e t I 11. • I • • I I i ..f I, • • I. ‘'‘) I 4 : 1 .• ... • • 3'12 (PER pETAIt_ NITSE 3) • M 1•' w i =2 (;) I .1 L — L `• r .w. `L- 1 .1.. !_. •�'� #x I67' 1 ..• �la.r r ^ L~ 1 I, 4T744 LcLA)L [?oaF 5NE41 N'! . INV i rte› :. , cr t M ••• •• 6t 1, t •, . 1 T• u P PER.. h04 1. 1.- AE 2 LE DGE.t. D e r�9 h, 13fs E -1 (r) • Ori ibl$404 tek 137.0 015 A= TSE ENGINEERING 12810 N.E. 178 ST. • Suite 101 Woodinville, WA 98072 -8702 425) 481 -6601 • FAX: 481-63/1 • " VS t)N /711 /:14 project title: PLAN #110402 TSE /3951 sheet title: LATERAL DESIGN revisions: sheet #: RECEIVED CITY OF 1LKVVII.A JUN18 2003 PERMIT CENTER TSE -6 ;1-1 ••tort • .S. f. or CRANE DESIGN Inc. Pe.ser'iee 411 LcgA I Rights lo MA t er1A 1 On l hk Sht I - Subject 10 Cr imined Proetecut lon MIN. 1/IC A P.A RATFr1 SPEA11 -1ING Ib fr 2' O.C. ��.........1 • h' C.C.. MA>! De • 6' OC. EAC1 --I (3 ROW) 4' PEKE. DRN. TILE SET N GRAvEL GRAPE JJ USE •4 DNA. (vERT.) REBAR • I8' O.C. 3' I b' HANDRAILS FIRE LQCKINC CLG. LINE HANDRAIL OR RAILING X 4 tfl NOTE: 12' 4 3' OPENINGS BETWEEN BE LESS TI-IAN 4'. OPENINGS FORM E3 TREAD, 4 OTT GUARDRAIL • - T NAN 6'. IE 0 Zo STAIR SECTION I/2' DiA. x 10' AB. W/ 3 /I6' X 2' X 7' WASI -+�R • (2'45' MAX. OC.4 BOLT SHALL BE NOT LESS THANE R DIAMETERS (3-1/2') /2 FROM 4 NOT MORE TAN 12' FROM THE ENDS OF EACH INDIvIDUAL FOUNDATION SILL PLATE, MIN - I' EMBEDMENT `�• 2x6' P.T. MUD SILL MIN T7P. ONE STORY FOUNDAtION (-1) I. HANDRAILS SHOULD NOT PROJECT MORE THAN 3 1/2' INTO THE REQUIRED STAIR WIDTN 4 SHOULD 1 A SPACE OF NOT LESS THAN 1 1/2' BETWEEN THE WALL 4 THE HANDRAIL. 2. THE I- IANDGRIP PORTION OF HANDRAILS 5HOULD NOT Be LESS THAN 1 1/4' OR MORE THAN 2' IN CROSS SECTIONAL DIMENSION. 3. HANDRAILS SHOULD NAvE TRIER ENDS RETURNED OR SHOULD TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. I. FROvIDE FIRE BLOCKING IN CONCEALED SPACES E3E TWEEN STAIR STRINGERS AT THE TOP 4 BOTTOM OF THE RUN 4 BE1WEEN STUDS ALONG 4 IN LINE WITH TI-4E RUN OF TI - F STAIRS IF THE WAL UNDER *THE STAIRS IS UNFINISI -IED Air -- KICK PLATE / JOIST --- RIM JOI S 1 _.. 3/4 1 tr'i rI -� 611T. OF? 0 5 R P .30 GATT INS Ft-co .1( .1( PFD Pt AN I 1 - •4 CONT. REBAR FOR E A. 14' OF ST EI`1WALL * MIL. vISQUEEN vAPOR E3ARRIER(BLACK) 12' CLEAR BEAM 10 EAR 1 N I CLEAR E3OTTC)M or JOIST To FAWN -- 2 - +4 C ONT. RFE3AR ILINGS SHALL TRIANGULAR S L E M ENT C A R ELEMENT SHALL BE LESS 2x12 STRINGERS NOT TO EXCEED 24' O.C. 5/8' 11 'x C.W.B. OR (2) LAYERS 5/8' TYPE --- 'X' G.W.B. IF STR SPACING IS MORE THAN 16' o.c. (TAPE 4 FINISH) --.- I CLOSET OR STORAGE l3ELOtU STAIR MAIN FLOOR LINE 7x6 SILOS « IF,' cC. 16d * f3' O.C. -- IOd • 4' O.C. (33 R OWS) r�,6 X WHERE BRICK VEN. - PROVIDE S' LIP 6' UDDER JOIST GRADE • •4 CON T. REBAR- 16' O . (vERT 4 FLOOR LINE I .. - ��__ 7T 7,-. *CONTRACTOR NOTE: All Dimensions Shall Be Checked And Verified Prior To Construction. DBL. JOIST LEDGER FLOOR JOIST g 4 RIM JOIS1 1 iCn PLY. SNT. OR O.S.F3 R -?40 INS ...rI. J0IS1 F'FR t'1_AN 5/8' D IA. x 10' A.B. WI 3/16' >c 2' X 2' WASHER • 4 MAX. 4 E3oL T SHALL --- BE NOT LESS THAN 1 BOLT DIAMETERS (4-3/8') FROM CORNER 4 NOT MORE THAN 12' FROM THE ENDS OF EACH INDIvIDUAL • FOUNDATION SILL PLATE, MIN. 1' EMBEDMENT 2x6' P.T. MUDSILL —(1) - 0 4 CONT. RERAR FOR EA. 10' OF STEM WALL * MIL. vI5c UEEN VAPOR BARRIER ( F3L ACK ' ' MIN. �---- 2 - "4 CONT. RESAR TTF TWO STORY FOUNDATION • • - •..........- • • 1 • - ATTIC INSULATION R-36 (THERMAx !NSUL.. W/ EQUIv. R- vALUE TO BE USED IN ATTICS WHERE CLEARANCE NOT AVAIL. FOR BAT T> 1/2' G (T Y P ..� MIN. 73/32' T4G UN - DERLAYMENT, UN.O. - GLUE 4 NAILING Imp • 6' o.c. EDGES 4 BLOCKING, 10' 0.C. FIELD - T1r'P.) I.D. 37/16 R-50 SATT INS. W/ v S. - FLOOR JOIST TER PLAN TYF. W4LL ECTION N O.N. PER PLAN 3' 12' •• • j' MN. (2) 41 4 CONT. REBAR TTF'. G44GE FOUNDATION ATTIC VENtILATION I/15(.5 Old 1,300 OF SPACE - SEE PLANS FOR ROOFING CONST. SEE I "!4tA11ING ?LAN ELEVATION W/ tiN. 1/16' l SNEATNING UNO t' )/ 4' -m' PANEL LENGTH PLACED PER'. ro p,REC HON OF FRAMING t%NC> ALTERNA I:: PANEL EN4) JOINTS BY IAL1= F -' NEL LENGTH NAIL ... !3d • b'o.c T'ER1:• . ''ER 4 ALL SUPPOR PANEL CAGE'' 12'o.c. • FIELD T"r"P. 2'4L UNO al/ ;ELT ABOVE - TYF:c ' UNO. I34P EL 1' CFACF i o dX T END 1 - IlIj. ' Ar30v► fJSULAI !ON . $It + i i-;2.5 HURRICANE 1111- • 2' - -0' 7' oz. 1 UNC' 1.3IRD BLOCKS W/ •' TOE 1`.i;.. (2)16d 10 T ►''SSOR RAFTER T'P. • PROviDE CONT. RWW CT' ROOF SWEATNING NAILING a 6'o,c. MAX. —1x8 R.S. CEDAR FASCIA W/ CONT. IITL. GUTTER DBL. TOP PLATE HEADER - PER PLAN WINDOW - PER PLAN EXT. WARM WALLS - 2x6 STUDS • 16'o.c. OVER R -21 t3ATT INSUL. W/ VAPOR BARRIER W/ MIN. 1/W APA RATED SHEATHING (SEE PLAN FOR NAILING i SIDING) INSTALL 13UILPING PAPER OR FELT BETWEEN SIDING 4 WALL 51MADNING TYPICAL ALL EXTERIOR WALLS. 2x BOTTOM PLATE 2x RIM JOIST P.T. 2x SILL PLATE - SEE 1 /9I FOR TY PIGAL rou ATION NOTES NOTES: I. ALL EX1 ERIOR WAI.LC' 10 0 IN ,',CCORDANCE W/ TNF • IN. PROviSION3 PER 2320 USC UNO ANS 4 AS SPECIrsED FURTHER ON 54'F1 =T S3. Z. INTERIOR WALL_ ".3 !3E .. CONSTRUCTION , • '"'!`' A:. • Pt WIRING : i, . ".::+C E _ '~.u►RA► i' ! OfJ I re 1 k To Reorder Plans 1(811X,42-3615 2x -- u 1UDS • ib' 0.C. 2x4' P.•1. MUDSILL W/ 1/1' DIA. >: 3/16' x 2' X 2' WASI -IER • 6' -0' o.c. 4 BOLT SHALL I3E !4OT LESS HAN 1 ;. r B OLT DTAME1L (3 -1/2') FRC1�� CORNER a 110 MORE THAN 12' F THE ENDS OF EACH INDIvlDUAL 'SOU NDATION SILL PLATE, 4 MN. 1' EMBEDMENT (I) - •4 CONY. FOR EA. 14' OF WALL 4' CONC. SLAB OVER 4' GRAvEL FINISH FILL W/ 'x6 (1)2 x W2.1 WWII. IN SLAB. GRADE_ 6 4 vERT. REBAR • IS' oe DOOR FRONTS WITH NOT LESS THAN (2) 5/8 x 10' A.5. PLATES • SPEAR WALL OvER 2' WIDE t• 4 S T I:1•i I, POSITIVE CONNECTION.,.. 1 _ _-._. .... _.f� . TTF. BASEMENT SLAB • lb' 24' T1'P. BASMENT SLAB -. —*BO FEL 1 _eirrfir POST &ASE • - -- - -.-� TYPE 61NCNOR GRADE I 4 E4M _ [7ET4IL PI 2 > :6' PLA + t 'tU' /f$' 014 ANCHOR 150L TS (3/16' k 2' Y . :' WASHER) 4 BOLT SHALL 13E NOT LESS NAN 1 BOLT DIAMETERS (4 -3/8') FROM C ORNER AND NoT MORE THAN ?' FROM THE ENDS OF EACI• INDIvIDUAL FOUNDATION BILE• PLATE, MIN. 1' EMBEDMENT ' 4' GONG. SLAB OvER 4' COMPACTED FILL WI / o x6 - U12 .I x .1 Wu11" 1. IN SLAB. 2' RIGID INSULATION (R -10) , 24' MN. (EXTRUDED POLYSTYRENE) 4' 8' 4' 0 4 REBAR - !- IORIZ. • 10' O.C. •a RESAR • I6'o .c. - (2)- '4REBAR CONTINUOUS 4 r 2x6' P.T. I1 WI 5/8' DIA, • 4'-0 O.C. W/ 3x16' X 2' X 2' WASHER) 4 BOLT SHALL BE NOT , •, LESS TI-IAN 1 BOLT DIAMETERS (4 -3/8') FROM CORNER AND NOT / MORE ; NAN 12' . FROM THE / ENDS OF EACH INDIvIDUAI. . FOUNDATION SILL PLATE MIN. 1' EMBEDMENT -(1) •4 CONT. FOR EACI-1 10' OF WALL � / -- T1- 1ER1''1AL BREAK t 4' CONC. SLAB OvER — 4' GRAVEL FILL W/ 6x6 - U)2.1 x 012.1 IUIJri• IN SLAB \ - -R -10 RIGID INS. • PERIMETER •4 vERT. • 16'o.c. W/ ALT. NOOKS 2 - 41 4 CONT. RESAR CITY OF W AMINE) AUG 13 2003 As WILD 7 - - R-21 BATT INSULATION OR INSUL. PER SUBMITTAL. ..--- SUPPORT BEAM PER PLAN USE ST22 I- IORIZ. • BM. TO E3M. SPICE. ---- 2x6' CLEAT (EA. SIDE) OR SIMPSON MIL T I E (PC TYPE) _ _.-- .. -- --- 4xE'' SUPPORT O37 r RESj . ; TREATED OR ELEVATED M IN. 8' ASV. EART1 N\-\ ----CONC. PIER-PER PLAN _..M_.. MIL VISQUEEN (BLACK ONO CRY O � JUN 1 8 2003 PERMIT CENTER COPl"RIGNt () 2002 CRANE DESIGN, Inc. ti c4iwi �o op ' 1 DATE: DRAWN: PLAN NUMBER: RF',1 • • A k e 0,,lit h VOuLls, t - h . t .. otts krla ch_i_ : 5ilig0, Aillf h ' v � r g Is fp.A �r 8 Q s I °f fU t L �I 1A �, U, O u L t i Q A. V i LrKa !' v E.:quo g- u - `o tiv N 1i► d o > i liPtikte>.X' r O Oq I rtili 6 o ` h uJ Hv2 5 o 00 [ u u CRANE DESIGN, Inc. Reserves All Legal Rights To Mater la I On 1 hio Sheet • Subject To CriminA I Prosecution - .. (18' TO 4' - 0 1- 11G1 -1 W/ PON1" WALL) CONTINUOUS HEADER OR ST6236 w JOINT (HDR AS PER PLAN) COLUMN CAP • MULL ION HEADER CONFECTION SEE PLAN FOR SIZE (2) 2x6 ST6236 TIE STRAPS -- CENTER ON JOINTS NAIL FULLY 2x6 STUDS • 16' O.C. A35 CLIPS • BASE T'r PIC L MIN. 1/I6' APA RATED ?WEANING RAILED Bd • 4'0c` (EDGES) 4 8' occJFIELD) ALL EDGES BLOCKED UNDO. 2,16 SOLE PLATE NAILED it • 4' o.c. 8 T AGGE RF D RIM OR r-OUND A TION • (t14Y VARY - SEE PLANS) - MIN. 1/16' APA RATED SI-W ATE -ZING UN . W/ 1 YVEK, 30 FELT OR SIM Ar PROvED VAPOR PARRIEP OVFR 2x6 STUD WALL 1301E PLATE NAILED W/ led • 8' O.C. - STAGCcERED, PROvIDE BLOCKING • RIM JOIST RIM t FLOOR JOISTS AS PER PLAN PO. SPLICE SHOULD BREAK ON C CtIMON MEMBER --- -- Pad * 4' O.C. • SOLE PI_ Al E , RIM JOIST 4 TOP PLA1 E - -- -DBL TOP PLATES 2x6 STUD WALL BATT INSULATION (Tyr. - 5/8' x 10 An. • 36' D.C. W/ 3/I6' x 2' x 2' WAS VIER (BOLT SHALL BE NOT LESS TI-IAN 1 BOLT DIAMETERS (4.3/8') FROM COWER, AND NOT MORE THAN 12' FROM THE ENDS OF EACH INDIvIDUAL FOUNDATION SILL PLATE 2x6 P.T. D.F- MUDSILL 8dae' GRADE REBAR CONT. NORIZ. • I0'o.c. "4 vERT. • I6'o.c -- 2x6 FIRF'D WALL OR 2 X 4' STUDS WI 2' AIR GAP BETWEEN STUDS 4 CONC. R -2I INSUL. 4' CONC. SLAB W/ 6x6 - W2.1 x (1)2.1 WON. ON 4' GRADE 1 FILL 2 - 41 4 DIA. CONT. 3' UP - 3' IN POUND4TION / RETAINING WALL 'THERMAL BREAK R- I0 RIGID INSULATION HOLE_ SOIL BACKF I L L ON EXTERIOR ST-IA. L NOT EXCEED A 1-1EIGI• -1T GREATER THAN 30' ABv. TOP OF SLAB AT INTERIOR FLOOR ELEv. UNLESS ENGINEERED WALL DETAILS PROVIDED. CONTRACTOR NOTE: 411 Dlmene lone Shall Fie Checked And Ver i f Ted F'r Ior Y Construct Ion. CRIPPLES NAILED SNUG UP TO POST WI 16c1 • 4' o.c. GARAGE DOOR 1RIVEWAY PER CONTRACTOR. CONTINUOUS FOOTING DRAIN -- 2 - REBAR GRAE BEAM AT GARAGE NON-6EAING SHEAR WALL F.G. s /b• DIA. x 10' A.e. • 48' O.C. • 3 STORY (WHERE PLYWOOD USE 5/8' DIA. x 10' MOLT • 32' O.C. 2x4 P.T. MUDSILL) 5'9'C'I/1.x10' soL T • 36' Or. WI 2x4 P.T. MUDSILL 1 ETj ii 12• "1 \--1_ "4 DIA_ CONT. 3' UP 2x6 S rur 5 • Ib' o.c. • 3 01 cRi 2x4 • 1 4 2 STORY 4' CONC. SLAB OVER 4' GRAVEL FILL W/ bx6 - W? .1 K W2.I WW1. IN SLAB INTERIOR 6EAING WALL ON SLAB o Reorder Plans 1(811X&42- 3615 TOP OF S 1 EM WALL BEYOND 4' CONC SLAB ON 4' COMPACTED FILL 11- 1ICKENED EDGE CONTINUOUS FOOTING PER PLAN 6 MIL. vISMEEN W/ I• SAND OVER • LIvING AREAS 2 - DIA 3 "UP• 2 OR 3' DCtLH /� Al r .1 0 TOP PLA1ES t WEADER PER PLAN Ii2' • BOLT T HRU LEDGER AND INTO HEADER • 3' IN FROM EACH END SUPPORT WALL 4 VENEER BE CND OPENING ,U11 JC'OR OR tw:;1 cw O;' - ENING 1 "1 "P. HE OFENING to ENTr L • •• TIED it1, V., .1' '2 1 tES • tY a.c:. W/ AL 1 ERNA TE I400K9 GRC J1ED \ NN, CORE T1'P. eR!cK COLUMN AT ENTRY 2x6' STUDS NOT TO EXCEED 24' O.C. 2)(4' STUDS NOT TO EXCEED I6' O.c. x a' x ? ` BRICK \---sba GA. WIRE TIES IN BED JOINTS 4 ACCROSS • CORE • t 1Axc. SPACNc OF I PER 12' CF D ItIENSION IN E ACN DIRECTION 4 12'o.e. VERTICAL. WALL TIES : yWALL BE CORROSION RESISTAN'e, AND IF MADE OF SI4EI?T METAL. SHALL NAvE A i"1IN, TW10 4c5t3 OF 0.0030 IN. (NO. 22 AL VAN I ZED SHEET GAGE) BY 3/4' . OR IF OF WIRE, Si-CALL ; • IAvE A MIN. DIA.. of 0.148 IN (NO. ¶ 131U. GAGE). WALL TIE' 3I-I AL L BE SPACED So AS TO BUFF = � R r NOT MORE THAN 2 °SC • CF WALL AREA BUT SHALL NOT t THAN 24' Ctsi C ~LATER I-IORIZ. WALL TIES 9f-1A.'..L HA''t? A LIP OR HOOK ON THE EXTENDED LEG THAT WILL F' OR ENCLOSE A HORIZONTAL JoINT RE114FORCi WIRE WAvING A DIA. OF e.148 IN. (NO. 9 B.W. GAGE) OR EQUIv. TN,: JOINT REINFORCEMENT SHALL BE CONT. WITH BUTT SPL.. E8 BE1WEEv TIE& PERMITTIED. APPRO .D PAPER SHALL BL- .P'PLIED O'ER THE SHEATHING. AIR 'ACE OF AT LEAST ' SHALL BE MAINTAINED EBETLLEEN THE E:. G AND THE VENEER SPOT BEDDING AT ALL TIES SHALL. BE OF CEMENT MORTAR. (,' off' ,.' .. VL..•_ PL. ANt) WOOD JOIST SYSTEM CRAWL. PACE OR BASEMENT • 3' MIN. ------- 4' BRICK VENEER STEEL LEDER - Lb' x 3I/2' x 5 /16'A36 EXTEND 6' dE1OND APENNG TO REAR ON VENEER 4 I0' CONC. STEM WALL, FOR b' - m' OR LESS SPANS CAN USE: L 5'x 3 I/2' x 1/4' •' : ., 17" TO 19" • --- STEEL. L -- REST ON BI IGK it: MORTAR JOINT 6x4- METAL I'1ASOI`;4.: • 1'l' oa.,. '✓ERT;c:,ra� -SEAL WITH TRIM OR CAULK • ___ BRICK VENEER - ELEvATION vi w •- rT-t- -- 31 &' c)IA tUEEP HoL !' (I2I9) O.C. --- , • i' 1 :.` i • • '.:1• . .' •.•.. .. / .. 4110' I-R' • CITY OF TUcwIu APPROVED AUG 13 2003 AS NO IEt) t*v FECEIVED CITY OF TUKWIL A JUN 1 8 2003 PERMIT CENTER COPTRIGNi© 7002 CRANE DESIGN, Inc. • O3 F CRANE DESIGN, Inc F;',..sk •t vefg AI I L� A I f t I its 1r' I'1� t i r ICI I C`�� 111!^ 51 i��t . Suh P - � q J '"t T0 r:rIA1I /1tl1 �►'C7A��:� ENE NOT 1. CRAWL €FACE YEN tILA 1 ION, MINIMUM NET AREA, 1 SQ, Ft. FOR EACH 150 Q. F I, OF FLOOR AREA. ci F'EHIN(a5 TO BE rLAr :F_P AP CLOSE 10 CORNERS AS FRACTIC:AL (MN 5' AWAY FROM AN, HOI ANn PR('VICF rposF) yFriTILATION ON AT I_ EAc TH10 CFPC;ITF SIDES 2. CRAWL SPACE UNO13S1 RI ED ACCESS, MIN. 18'x24' 3. A11• IC VENTILATION, I /150 or AT 1 IC AREA OR 1/300 Ir 1/2 IS N SOFT" 1 AND 1/2 IS 3' ABOVE PLATE LINE. .4. ATI IC ACCESS r1IN 22'x30 WI T O MIN. 30' HEADROOM, UNOE -331 RUC1 E'_), READILY ACCESSIBLE OPENING. 5. IN ROOMS Nat PROVIDED WI1 N AN OPERABLE WINDOW OF 1.5 SOFT. OR GREATER, A MECI4ANICAL VEIJ t II_A T ION SYSTEM, CAPABLE OF PRCvIDING 5 AIR CRANGFS FER POUR, SHALL BE PROVIDED. 6. VENT DR', ER, BAT1-1 rANS, AND RANGES /OvENS TO THE OUTSIDE. 1. GARAGE AND HOUSE OCCUPANCY SErARATION MIN. 1 NR TAPED AND FINISHED. GARAGE AND BASEMENT 3UPPOR t 3 1 BE I HR. ( /8' T1 PE 'X' OR EQUAL) 8. TILE roR SHOWER SHALL PE 6' ABOVE FINISH FLOOR WIT( -1 WATER RESISTANT BACKING. ' . ALL WATER CLOSETS to I 3o' MIN CLEARANCE SIDE To SIDE, 24' MIN. CLEARANCE « FRONT. 10. EGRESS IN EvERY SLEEPING ROOM 91 -1ALL PAYE A MINIMUM NET CLEAR OPENING OF 5.1 SQ. FT. THE MIN. NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24" MN., NET CLEAR OPENING WIDTH DIMENSION OF 20'. l3OT1OM Or OPENING SPALL NOT BE MORE THAN 44' ABOVE FLOOR. II. FIREPLACE CODE COMPLIANCE PER UBC, CHAP1 ER 3I - B, AND LCC BUILDING DEPT. ALSO REBAR AS r'ER SEC. 3102. . 12. NE ART( -1 EXTENSIONS - HEARTH SHALL EXTEND AT LEAST 16' FROM THE FRONT OF, AND AT LEAST 8' BEYOND, EACH SIDE OF THE FIRE PLACE OPENING. W1-ERE THE FIREPLACE OPENING IS 6 SQ. FT. OR LARGER, THE HEARTH EXTENSION SHALL EXTEND AT LEAST 20' IN FRONT OF, AND AT LEAST 12' 5E1 OND, EACH SIDE of TI-IE FIREPI.ACE OPENING. CONE. OR M4SONRY MUST NOT BE SUF'�='ORTFD ON WOOD FRAMING. . 13 4PI L (CATION AND INSTALLATION OF INSULATION AND VAPOR BARRIERS SHALL COMPLY WITH THE 2001 STATE OF WAS(- IINGTON ENERGY CODE 14. GLAZING IN COMPLIANCE WITH SEC. 2400, UBC STANDARD NO. 24 -2 AND WAS(- JINGToN STATE BAr-ETY GLASS LAW. EXCEPTIONS ARE AS OUTLINED IN SEC. 2406, UBC. I. GLAZING IN LOCATION 5UE3JECT TO HUMAN IMPACT SUCH AS GLASS ON DOORS, GLAZING WITHIN 24' ON EITI -IER SIDE OF A DOOR OPENING, GLAZING CLOSER THAN I8' TO A FLOOR, SHOWER DOORS, AND - 1U8 ENCLOSURES SHALL BE EITHER TEMPERED GLASS, LAMINATED SAFETY GLASS, 81.4ATIER RESISTANT PLASTIC, OR WIRE REINFORCED GLASS FOR SKYLIGI -1T. 16. SLIDING GLASS DOORS TO BE SAFETY GLAZING, LAMINATED, OR TEMPERED GLASS. Ii. SHOWER ENCLOSURES SHALL BE APPROVED WIRE REINFORCED, TEMPERED OR LAMINATED SAFETY GLASS OR SPATTER RESISTANT PLASTIC. I8. GLAZING WIT( -IIN 18 OF FLOOR OR LESS TO BE SAFETY GLASS. IS. ALL EXTERIOR WALL GLAZING SHALL BE DOUBLE GLAZED AND COMPLY WITH TI-IE 2001 WASI4INc TON STATE ENERGI CODE. 20. TREATED WOOD / WEATHER PER UBC SEC. 2306. 21 THIS OFFICE ASSUMES NO RES? 'ONSIBILITY AS TO THE PI 4TSICAL CPAIUCTERISTICS OF TI-IE SOIL, NOR DOES THIS OFFICE vERIFY THE ACCURACY or THE ENGINEERING DATA SUPPLIED BY OTHERS. WHERE SOIL APPEARS To BE OE POOR QUALITY, A SOIL ENG. REPORT SHOULD BE SUPPLIED 13Y CLIENT_ CANE DESIGN HAS TAKEN EvERY EFtORT TO ENSURE THE ACCURACY OF THE ATTACHED DRAUIINGS, HOWEVER IT IS TI-IE RESPONSIBILITY OF THE CONTRACTOR TO CI -BECK AND VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTIC'r{. 22. 11-1E ATTACI -LED PLANS ARE THE PROPERTY OF CRANE DESIGN, INC. ANY REPRODUCTION OF THESE PLANS WILL VIOLATE COP) RIGHT LAUDS. THE HOLDER OF THESE DRAWINGS MUST PAY A FEE FOR THE USE or THE MATERIAL TIIEREIN OR BE SUBJECT TO LEGAL ACTION BY CRANE DESIGN INC. ENERGl" NOTES: ENERGY IBC 1 ES FER ►?f9 I I AC.c111r 19",1 C?N STATE ENERG' CODE rPOYIDE AT . V r 11111 - 1UM AC, DEr: INSUL_ A t ION LEVEL or R -3P le CEILINGS (R-30 « 2)(12' VAULT) R - •UAI.LS R 'FLOORS OVER UNHEATED SPACES R - Im A t SLAB PERIME TER INSTALLED I- IoRIzoNTALL'y ARE WIT► -IIN 12' OF GRADE ALL OPENINGS AND JOINTa, N EXTERIOR WALLS SI - 14LL BE At LIMIT AIR LEAKAGE 24' UND E RR SLAB, WPEN CONCRE 1 E FL OOPS SEALED, CAULKED OR UJEATI - IEF2 STRIFFED AN ArPR0vED VAPOR BARRIER SHALL BE PROPERL1" 1NS1 AILED IN ROOF, N ENCLOSED RAFTER SPACE°►, FORMED WHERE CEILINrs ARE APPLIED DIRECTLI To Tic UNDERSIDE OF Poor RAICIERS ALSO IN EXTERIOR WALLS INSTALLED k MIL BLACK VISQUEEI'1 GROUND COv R, LAPPED I' -o' At JOINTS AND EXTENDED UP TO FOUNDATION WALL (REQUIRED AT ALL CRAWL SPACES), FIRErLACES SHALL ESE PROVIDED WITH A► TIG� - ITl.1 FITTING rLUF DAt EB. RFADIL`t AcCFSS1F!-F r-1ANUAL OR AUTO CONTROLS. SWCUJERS 5NA(_l_ r4AVF A FLOW CONTROL tDEvICE TO LIMI t rl 10 A MAX. Cr- 2.5 GPM PER SHOWER HEAD WATER HEATERS ARE REQUIRED TO BE LABELED AS COMPLY ING U1/ NAECA 1981 ELECTRIC WATER 1-19 /►1 ERS LDCAI ED N UNHEATED SrACES SUCH 45 GARAGES TO ESE INSTALLED ON AN INS ~C -'"1PRESSIr3L E INSUI_ Al ION « MN CV' 18' ABOVE FLOOR GAS OR ELEC. (R - 10 MIN.). 'CONTRACTOR NOTE: All D Imene tone Shan Be Checked And verified rr for To Construction. sr p OUP! ) $TFRUCTLIFR41-__ NQTg I. DESIGN LOADS (v .R1rY' Sr:OW LOAD PER AF'.EA) A. ROOF LIVE LOAD 25 PSF (TOTAL LQ4t 31 PSFXW /TILE 45 PSF B FLOOR L IvE LOAD 40 PSI" (TOTAL. LOAD '2 ) PSr) C. SEISMIC ZONE 3, v. o.14W D. WIND LOAD 22 PSF E OIL EBEARING CAPACIT1 1012) 0 r'-'3P ASSUMED. SOIL REPORT REQ ON ANY QUESTIONABLE 8O I L 2. FOUNDATIONS A. ASSUMED MAX SOIL BEARING CAPACITY 1000 PSP UNDISTURBED CWT, E. POUR FOUNDATIONS ONL1 ON UNQ IS URBED SOIL. (VERIFY) C. UNDER FLOOR SLABS COMPACT FILL TO 9594 MMO. 3. CONCRETE A. FOUNDATIONS AND FLOOR SLAB CONCRETE S1 -(ALL BE EQUAL TO (2500 PSI). MAXIMUM WATER TO CEMENT RATIO, 5-1/2 SACKS OF CEMENT FER CUBIC YARD OF CONCRETE AND 6-3/4 GALLONS WATER PER 94 Le. SACK OF CEMENT- 2500 PSI ASSUMED COI1PRESSIvE 5TRENGTI - AT 28 DAYS. % SACK MIN/CU. YD. B. MINIMUM COVERAGE OF STEEL, 3' BOTTOM, 2' SIDES, 1 -1/2' WALLS. POR SOIL, SEE CODE WHERE SOIL NO PROBLEM. . C. EQUIVALENT FLUID PRESSURE, MN. 35" PER CUBIC FOOT 4, REINFORCING STEEL A. ALL REINFORCING STEEL SHALL BE DEFORMED, INTERMEDIATE GRADE, BILLET STEEL- ASTM 4615 -12 GRADE 40, NEW, CLEAN AND FREE OF DIRT. . B. SPLICES, WHERE LOCATED AND APPROVED SHALL 13E A MINIMUM OF 12 INCHES (2500 PS1) OR 30 BAR DIAMETER (CONC. • 2000 PSI 40 DIA.) C. ALL REINFORCING SI -1ALL !BE TIGI -ILLY TIED AND SUPPORTED DURING CONSTRUCTION. D. WELDED WIRE MESH SI-4ALL RE ASTM- -A185. 5. . WOcD A. PER UBC SEC. 2305 es. HEADERS/BEAMS - SEE PLANS ALL SIZES AND SPECIES. C. SEE PLANS FOR PLYWOOD. 6. !STRUCTURAL STEEL ALL STRUCTURAL STEEL SHALL BE ASTM 436, NEW, CLEAN AND FREE OF RUST. WIPE COL. SHALL. BE ASTM 853, GRADE B OR ASGL, A36 STEEL. (ALSC.) 1. S1 RUCTURAL FRAMING 8. STUD WALLS A. USE 2x6 NF"2 STUDS AT 16' O.C. (24' O.C. MAX.) PER L4E3C 2320 W/ 2x4' CQNSTRJCtION, SPACING NOT TO EXCEED fro O.C. W/ THREE STORY STRUCTURE 2x6' STUDS MUST BE USED • LOWEST LEvEL W/ SPACING NOT TO EXCEED 16' O.c. EL W E3. DOUt3LE TOP PLATES SHALL HAVE JOINTS STAGGERED NOT LESS THAN 4 rEET. MIN. NAILING OF 8-16c1 • 48' MN. LAPS ® EACH SIDE OF JOINT W /I6d • 12' O.C. BETWEEN PLATES FOR EXT. I INT. LONG WALL (2 1 3 STORY BLDG.). S. .4. F AMiNc TO BE IN COMPLIANCE WITH UBC SEC. 2320, B. PROVIDE NAILING N ACCORDANCE UJITI -I UBC SCHEDULE 23- II -B -I b • • • . STRUCTURAL ENG. SPECS TAKE PRECEDENCE OVER MIN. NAILING SCHEDULE AND OTHER GENERAL SPECS. C. f ROVIDE SOLID !BLOCKING AT JOIST SUPPORTS AND BEARING PARTITIONS. D. PROVIDE BRIDGING OR BLOCKING AT MID -SPAN of ALL SPANS OV *R 10 FEET. . E. USE APPROVED JOIST 1 1ANGERS WERE REQUIRED. F. ROOF TRUSSES! SIZES TO BE VERIFIED, DETAILED AND FABRICATED BY TRUSS MANUFACTURER. INSTALLATION AND BRIDGING SHALL BE PER MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. ALL TRUSSES DESIGNED MUST BE STAMPED E•Y LIE. WA. STATE P.E. CARE MUST BE TAKEN DURING ERECTION BY BUILDER TO NOT OVERLOAD TRUSSES WI1W BUILDING MAT. .4 TO ADEQUATELY BRACE TRUSSES. ROOFING .4 A APPLY ROOF=ING N ACCC?RiJ��,�;� 1 :1E3C. SEC. 150.3. B. PROVIDE ATT C VENTILATION AS ItNDICATED ON RCOt FRAMING FLANS. 4 SECT. 150. FLOOR plApHRAc r iI!•I!MUM 19/32' THICKNESS A!=',4 RATED TON!' :UE 1 GROOVE WITf 10d NAILS O.C. AT SUPPORTED SHE4 t-ING PANEL, EDGES AND l0' O.C. AT INTERMEDIATE FP. \ING MEMBERS (SEE ARC-4 PLANS AND r OR GENERAL NOTES FOR REQ'S.). FECJFJC4TI co - $1T,1L. $ 1F1 01 I. USE 2,500 PSI CONCRETE SPECS At 28 DA'T 2,000 PSI MAY BE USED BUT RECOMMENDED I - IIGI - 1ER STRENGTl -f, 2. USE ASTM, AGIB -6B OR EQUAL GRADE 40 REBAR LAPPED 30' MN. AT SPLICES, CORNERS 4 INTERSECTIONS. IF 2,000 PSI CONCRETE, LAP 40' DIAMETER MN. FOR PlAANUFAcniRE.12 � ?t3IB S. ING G 1. THE TRUSS MANUFACTURER SHALL PROVIDE ALL DESIGN AND ENGINEERING WITH WASWI T STATE 1�, ON �4 E P.E. STAMP ON DESIGNS. DURING ERECTION OF TRUSSES, THE BUILDER SHALL TAKE CARE TO ADEQUATELY BRACE TRUSSES 4 ALSO NOT TO OVERLOAD THEM WITH EXCESS BUILDING MATERIALS. o Reorder Plane I(8111642 -3615 • .►•• H I • 0• • /. J . G I�PPF�'IED U AUG 13 2003 RECEIVED CITY OF TUKWILA JUN 1 8 2003 PERMIT CENTER coPnQiGur© 2009 CRANE DESIGN, Inc. -a '° V4t 14 ieo ;015Plie N tQ d " + If .k ig 4 o d u N c7 0 ~ i U 11 ; ; l liptiOk . p d 4 �t' 903 .• t C . 'r• •�•Aa>MpASt SHEE tQ C) N Era C V O t1E 1 1 (8? *OP) r: es) x ( 'r r? Tr. •r dT, 4 CONNECTION -'� CON _._N _ . _ �._.. ._.__ _�_.__ NA I L INQ I. Joist to sell or �Ir_dsr, toelr►ell -8d 2. Brld in to joist, toenail each end 2-8d 3. I' x 6' (15 mm x 152 mm) subfloor or lees to each jc nail 2-id 4. Wider than I' x b' (25mm x I82mm) sub-Floor-to each ,joist, face nail 3_8d 5. 2' (51mm) subfloor to Dist or Mader, blind oand face nail 2 6 Sole plate to JoIst or blocking, typIcel face nail Ibd at Ib' (401 o.c Sole plats to Joist or blocking, at braced wall panels 3 -I6d per 16' (406mm) 1, fop plate to scud, end ►gall 2 -164 8. Stud to sole it• � " � � _ atoenail _ p _.._^ 4 - ad, or 2 -16 d, end n a i l 9. Double studs, face nail i 'd at 24' (610mm) o.c. 10. Double top plates, typical face nail led at 24' (61mmnr) o.c. Double to plate, lap splice 8-16d p p toenail Ii. 3lockigg between foists or rafters to top late, I �_ gd _ 12. Rim foist to Slate, toenail Sd at 6' 1152mm) c.c. _ 13. Top plates, lei send intersections, face ^ r 2 - Ibd N _ •r- • 14. Continuous header, tw la o ces 1i._ . t; . .' (406mm) o.c. a long each ed • e 15. CeIIIn foists to lets, toenail 3 -8d 16. continuous header to stud, toenail 4 -8d 11. llin jolat, ie s n a i l 3-16d 18. Celli • joists to ee re I lei rafters, face nail 3 19. Ra f ter to la te, to me i I 3-8d _ _ 20. I' (25mm) brace to each stu end plate, face nil! 2 -8d 21. 1' x 8' (25mm x 203mm) shea thlnc; or less to each bearing, race nail 2-8d_ 22. Wider then I' x 8' (25mm x 203mm) sheathing to each bearin . , face nail 3 - i 23. Built -up corner studs I6d at 24' (610mm) o.c. 24. But t up girder and beams 20d at 32' (813mm) o.c. at to and bottcm and eta ered 2 20d at ends and aU each splice 25,2' (51mm: planks 2 -I6d at each bearing 26. Wood structural panels and pert ice Iboard= 3 Stiqlccr, , rccr and well sheathing (to framing): (1 Inch • 25.4mm) 1/2' and less 6d 3 19/32' - 3/4' ed 6d van - 1' Oda I I /8' - 1 1/4' - 5 21. Panel siding (to framing)! 1/2' (I3mm) or less 6 d b 5/8' (16mm) 8d b 28. Fiberboard sheathing: 1 1/2' (I3mm) No. 11 gas Edo 5/ (20mm) No. t6 ge? 2 23 20 mm) No. 11 d 8 e _ No. 16 c, e? 29. Interior for paneling 1/4' (6.4mm) 4d to 3/8' (9.3mm) ed n DRAWN: REV.: PLAN NUMBER: CRANE DESIGN, Inc. Reserves All Lego' Right To Material On Thle Sheet • Subject To Criminal Prosecution TABLE 23- II -B -1 - N4ILINGSCEDULE 1 Common or box nails may be used except where otherwise stated. 2 Na i le spaced at 6 inches (152mm) on center at edges, 12 inches (305mm) at intermediate supports except 6 Inches (152mm) at all euporte where spans area 48 Inches (I21 rnm) or more. For nailing of wood structural panel and petits iboard diaphragms and shear walls, refer to Section 231533 end 2315.4. Nail. for wall sheathing may be c ommon, box o r casing. 9 y . g 'Common or deformed shank 4 Common. sDerormed shank *Corrosion - resistant siding or c8•1ng rails con(' es. • , Ire to the requirements or Section 23043. "Fasteners spaced 3 inches (16mm) on center !!xterior edges and 6 Inchee (152mm) on center �t 1ntermedlate supports. .Corrosion- reelstant roofingg nails with 1 /16- Inch - diameter (Ilmm) heed and 1 1/2 -inch (38mm) length for I/2 (I3mm) sheathln and 1 3/4 -inch (44mm) length for 25/32 -Inch (20mm) 9 9 rs sheathing conforming to the ui"remente of Section 23043. q "Corrosion- resistant staples with nominal 1/1F, -inch (Ilmm) crown and 1 I/8 - inch (29mm) length for 1/2 ( I3mm) sheathing and i l/2 Inch (38mm) length for 2 5/32 - inch (20mm) shea thing conforming to the requirements of Section 23043 ''Panel supports c t 16 Inches (406mm) 20 inches (50/3mm) if strength axis in the tong direction of the panel, unless otherwl a marked . Casing or finish nails spaced 6 Inches 152 mm) on panel l ed es 1 2 inches (305mm) m d i supports. p g a t In t�r es d e uppor s. " F'anel supports at 24 Inches (610mm). Casing or finish nails spaced 6 inches (152mm) on panel edges, 12 inches (305mm) at Intermediate supports. TABLE 23- II- B- 2- 1.000D STUCTURAL PANEL ROOF SHE4T-IN NAILING SCHEDULE � WIND REGION Greater than 90 mph (145 km/h) Gres te!r than 80 mph (I79 PANEL LOCATION Penal edges 3 ° Panel f fel _ Panel _ ese� kmAI) to W m h (14!5 km/h) Panei field Penal foci - ee! 50 mph (129 km/P0 or less NAILS 8d common 8d common 8ci coffirnon Ro0r - r STRING - ZONE eetsntn $ uie (leictite ? ceater ) X 25.4 FOR mm 6 64 12 6 __._.. -.. 6 b b Pandit f laid 1,? 12 12 I Applies only to mean roof heights up to 33 feet (1 lee mm.) For N1;8r roof hAlghte over 33 rest (10 100 mm), the nailing shall be des;gned. 11Thes ' eor fastening Zones are shown to the right 'Edge epeeing also applies over roor framing a gable utttiis. 4 Use $d ring-shark nails In this son* Tr mean roof height Is greater then 25 feet (1600 mm) 'CONTRACTOR NOTE: 411 Dimensions Shcc' Me Checked And Veriried Prior To Construction. MEC-44NIC4L: SOLID FUEL BURNING AF'PL IANCE S Solid fuel burning appliances include airtight stoves, fire places stoves, room heaters /fireplaces stoves, factory - built fireplaces, and fireplace inserts. Unless otherwise adopted by King County, all solid fuel burning appliances shell comply with 1991 U.B.C. I 1991 U.M.C. HEATING Each dwelling unit shall be provided with heating facilities capable of maintaining 10wF at a point 3' above the floor in ail habitable rooms when the outside temperature Is as set forth In Section 510,11 U.S.C. A. Fuel burning equipment locat within the building envelope (constructed under the W.5.E.C.) shall obtain combustion air from outdoors, meeting the provisions of 13ec t i on 101 U.M.C. NOTE, BUILDING ENVELOPE The elements of a building which enclose conditioned spaces through which thermal energy may be transferred to or from the exterior. B. Fuel burning equipment located outside the building a shall meet the envelope he rovielons of Chapter 3 U.M.C. U p p p C. Ductwork, location and source of combustion air, refer To Chapter 6 U.M.C All warm-air furnace shall be listed and labeled by an approved agency and Installed to listed specifications, Chapter 3 U.M.C. Appliances Intended for Installation in closets, alcoves or confined spaces shall be so listed. Section 304.2 UI1.C. No warm Furnace shall be Installed In a room Used or designed to be used as a bedroom, bathroom, closet or in any enclosed space with sceess only through such room or space, except direct vent furnaces, enclosed furnaces and electric heating furnaces. Section 304.5 U.M.C. , No warm - a1r furnace shall be Installed In a closet or alcove less than 12' wider than the furnace or Furnaces Installed with a minimum clear working space less than 3' along the sides, back and top of the furnace. Section 304.1 U.M.G. L!quefled petroleum, gala- burning appliances shall not be Installed in a pit, basement, or similar location where heavier- then- air.gas might collect. - Appliancee so fueled shall not be installed in an above -grade under floor space or basement unless such location is provided with an approved means for removal of unburned gas. Section 304,5 U.M.C. (Approval must • be granted by the But (ding Of f icle I. 1- leating and cooling equipment located In a garage and which generates a glow, spark or Name c m able o I n!tln flammable vapors shall be installed with the p 9 g p e eta pilots and burners or heating elemen ' - p g to and switches at least ,8 above the floor level. Section 303.13 U.M.C. Fire dampers need not be installed In air ducts passing through the wa li, floor, or ceiling separating a residence (Group i2, Division 3 occupincy) from a garage (Group U, Division 1 occupancy4rovideci such ducts within the garage are con- structed of steel having a thickness not less than 0019 inch (No, 2E, Galvanized sheet gauge) and have no opening. into the garage, Section 302.4 U.B.C. Warm -air furnace installations In attics or crawl spaces shall comply with Section 319 and 320 U M.C. Every appliance (dryer, range, etc.) designed to be vented shall be connected to a venting system complying with Chapter 8, U.M.C. Every factor built chimney, Type L vent, pe B gas vent or Type B 9ae vent , shall be installed i TU BUJ 1 d n accordance with the terms of Its listing, manufacture s Inst- ructions and the applicable provisions of Chapter 8 U.M.C. Vent connections shall be Installed within the apace or area In which the appliance is located and shall be connected to a chimney or vent In such a manner as to maintain the clearance to combustibles per Section 815, and Table 3-C, U.M.C. DUCTWORK: A. Duct systems shall be or metal as set forth in Tables Nos. 6 -A, 6 -E3, 4 6 -C or factory -made air duct. complying with Chapter 6 U.M.C. B. Joints and seams shall be substantially alrtIght, Section 601* Table No. 6 -4 (rectangular ducts) and Table No.b - (flat, Oval, and round ducts), Uric. • C. installation of ducts shall comply with Section 603 U.M.C. D. Duct insulation shall be Installed in accordance with Section 604 U.M.C. 4 FT F7, d�t. 4 I �--$ FT. (INCLUDING 1 Ft. OvERNANG) w ROOF RIDGE i ROOF FASTENING ZONES To Reorder Plane ((8111642 -3615 GENERAL I. PILOTS, 15URNER, -1FATIN<s ELEMENTS 4 SWITCHES OF THE FURNACE AND RUB. SHOULD BE A MiNIMUM OF 18' AI3OvE THE GARAGE FLOOR, TN : SE SHOULD ALSO BE PROTECTED AGAINST ANY VE -1ICULAR COLLISION. 2. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITH A NIGI41 LIGHT, DEAD BOLT, OR SECURiTi" CHAIN MOUNTED AT A NE IGNT OF 48' MAXIMUM ABOvE FINISNE D FLOOR. 3. ALL WOOD iN CONTACT WI CONCRETE OR MASONRI SHOULD BE PRESSURE TREATED WOOD AND BRANDED BY AN APP12GvED AGENCY. 4. LIVING ROOM CEILING iS 24' ABOVE HALLWAY WNIC1 -1 LEADS TO SLEEPING ROOMS, A SMOKE DETECTOR WILL BE INSTALLED AT T-IE HIGHEST POINT. ' S. RECESSED LIGHTING FIXTURES SHOULD BE I.C. RATED AND ENCLOSURE LINED WITH A 1/2' ,G.W.B. TAPE AND FINIS4 -1. h. ALL DUCTS, PLENUMS, AND ENCL- OSURE THROUGH OR ALONG UN- HEATED SPACES.(INCLUDiNG THOSE FROM GARAGE INSTALLATIONS), SHOULD BE THERMALLY INSULATED EXCEPT THOSE INSTALLED BETWEEN WALLS OR iN A SPACE NOT EXPOSED TO OUTSIDE AIR. 1. DRYER MOISTUi'' EXi- IAtiST DUCT SI -IALL NOT EXCEED A TOTAL Cr COMBINED I- IORIZONTAL AND vERT- ICAL EFFECTIvE LENGTH -1 OF 14' - 0'. 8. MASONRY FIREPLACES SHOULD BE PROVIDED WITH A TIGi - ITLY FITTING FLUE DAMPER AND A READILY ACCESSIBLE MANUAL CONTROL. AN OUTSIDE SOURCE OF COMBUSTION AiR SHOULD BE PROVIDED WiTH A DUCT OF 4 ! Q. INCHES MINIMUM AREA AND REA- DILY OPERABLE DAMPER AS PER SECTION 402 OF THE WASI -IiNG fON STATE VENTILATION CODE. REF. SEC. 3102, U.B.C. S. WATEt'. I- IEATERS LOCATED IN THE GARAGE OF UNHEATED FLOOR ARE TO BE INSTALLED ON INCOMPRE- SSIBLE INSULATION. 10. NOT AND COLD WATER NEATER PIPES IN THE GARAGE SHOULD BE INSULATED WITH MINIMUM R -3 iNt5UL. WITH A FLAME SPREAD OF 25 OR LESS. II. THE SHOWER SURROUNDS i■RE TO EE A SMOOTH, HARD AND NON- ABSORBENT SURFACE N01' LESS THAN 10' ABOVE THE DRAIN INLET. 12. GYPSUM WALL BOARD BACKING USED FOR TUB OF 31- :OUJER ENCL- OSURES SHOULD BE OF A WATER RESTS r ANT MATERIAL. DO NOT INSTALL OVER VAPOR BARRIER ON WALLS OR ON THE CEILING. 13. AIR DUCTS PASSING TNROUG•1 GARAGE WALLS , FLOOR OR CEILING ARE TO !3E NO. 26 GALvANIZED STEEL WITH NO OPENINGS INTO 1 NE GARAGE. 14. LANDiN•IGS OUTSIDE To BE NO MORE THAN I' BELOW THE T NRE 3, -TOLD. I. INTERMEDIATE RAILS TO BE NO MORE TWAN 4' APART. 16. STAIR I-IANPRAILS AND NAND GRIPS ARE 10 WAVE 11/4' TO ?' CROSS S a:'i 1 ONAL 3 AND RETURN TO WALL. (col tTINUOUS) 11. 5 /g' .7 1 PE 'X' G.W.B. UNDER ALL Stab. LJELLS ANL, DOUBLE LAYER IF STRINGER SPACING IS MORE - THAN 16'orc. . IS. WATER NEATER SHALL 13E SEISMICALLY STRAPPED AT A FPHE INT WI THIN THE UPPED 1 /3RD AND LOWER 3RD OF ITS VERTICAL DIMENSION. TI-1E LOWER STRAP SHALL BE NOT LESS THAN 4 INCI -IES A1BOvE TI-IE CONTROLS. I. WINDOW MANUFACTURER TO PRO - vIDE PORT DOLES IN EACH WINDOW IN EACH HABITABLE ROOM. 20. I.W.TER NEATER PRESSURE RELIEF vALvE TO DRAIN BY GRAVITY TO EXTERIOR. (UPC 608.5) ROOD: I. ATTIC VENTILATiON AS PER 5053 U.B.C. SEE VENTALATIONS • CALCULATIONS PROVIDED. 2. VENT OPENINGS SHALL ESE COVERED WiTH CORROSION RESISTANT WIRE 1IES1-1 WiTI -I OPENINGS OF 1/4 Q. INCH DIMENSION. 3. ROOF VALLEYS TO NAVE 28 GAUGE GALVANIZED FLASI - 1NCs. 4. WOOD SWINGLE OR SNAKE TO BE INSTALLEr' PER 1991 UBC CNAPTEiI 15 $ TABLE I5 -B -2. 5. f 5:".:' I.4LT SN'NGLE (COMi=') TO BE Ii ALLED PER 1991 uEC CHAPTER 15 TABLE 15 -13-I. I TRUSSES TO BE DESIGNED AND STAMPED E31 A WASHINGTON STATE STRUCTURAL ENGINEER CALCULATIONS ARE TO BE SUBM- ITTEC) FOR CODE COMPLIANCE F ZIOF2 TO FABRICATION OR PER- MIT ISSUANCE. • a. APPROVED HANGERS TO BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR NIP TRUSSES TO THE MAIN GIRDER TRUSS. TRUSS MANUFACTURER TO PRO - VIDE T TP1= . 9. NONBEARING WALLS SHOULD BE HELD DOWN FROM THE TRUSS TO BOTTOM CHORD WI TN AN APPR- OVED FASTENER TO INSURE TRUSS E'OTTOM CI -LORD LOLL NOT BEAR ON NONBEARINCI WALL. 10. ROOF TO BE ANCHORED TO RE - e,; f T NET WIND UPLIFT LOADS. 118E SIMI.tt.SON 'N' ANCWORS OR Eo UIv4L f_NT, I I 6. 22'x30' ATTIC ACCESS TO BE PROVIDED FOR EACH SEPARATE ATTIC AREA WITH NO LESS THAN 30' FOR HEADROOM. ATTIC ACCESS Di''. TO NAVE R - 30 iNSOLATIOON MiNiMUM. ,A 1D WEATHER STRIPPED. I -4ARDUlARE TO PROVIDE T!GWT CLOSURE. . TRUSSES DLL NOT BE FIELD ALT- ERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OF ENG- INEERING CALCULATIONS. 12. TRUSSES ENALL 4-IAVE DETAILS AND DRAWINGS ON SITE FOR FIELD INSPECTION. 13. PROVIDE SCREENED BLOCKING OVER SUPPORTS. 14. SHADED AREAS • FRAME OVER WITI -I 2x6 RAFTERS • 24'o.c. U.N.O. FOUN41ON: 1, GALVANIZED METAL FLASHING TO BE INSTALLED BETWEEN CONCRETE SLAB, AND WOOD MATERIAL AT EXTERIOR PORCHES AND LANDINGS TO RIM JOIST. 2. CONCRETE PIER PADS SI-IOULD PROJECT AT LEAST 6' ABOVE GROUND UNLESS PRESSURE . TREATED MATERIALS ARE USED. SECTCNS: I. ALL EXPOSED INSULATION MATER - AILS INCLUDING FACING SUCH AS VAPQr2 BARRIERS OR WE4THERED PAP .ER SHOULD NAVE FLAME SPREAD /SMOr E DEVELOPED RATING SHOWN ON 2!...;i450 OR LESS. CITY 'P�PRO`�D'W� AUG 13 - • AS tr'JIEU twOri NOTE ALL INFORrIA PROvIDED ON THIS SHEET IS PER THE STATE OF WASNINGTON 19 U.S.C. VERIFY LOCAL coDES IF CONSTRUCTION IS IN OTi - DER THAN WA. STATE. AECEIVED CITY OF TUKWILA JUN 1 8 2003 '. PERMIT CENTER rcp T tvcsN r C) 2U01 f; HANE DESIGN. Inc. • J,.. • ••• b .rte r -.r..• - .:....�... __. ..... 0 1703*--14F1 M 4X4 PT. 7'X2 'XI' CONC. PAD FLUSH WIN NEW CONC. � " SLAB ON GRAD J osr &I -4II CONC. PAD PLAN SCALE: 1/4" = I'-0•• t 4�C10'}PT. BEAM 7 20' " 2x8" PT. LEGER DECK PLAN SCALE: 1/4" = 1 S I 4 11 5/4x4 PT. PECKING 2X& • PT- JOISTS alb "O.C. EXISTING EXTERIOR WALL EXI5TING EXTERIOR WALL 0 • DEC 5)4X4 "kg PECKING OR EQUAL 4x10 P.r. 8EAM 4x4 P.T. POST EET D=1 :/y1./ ced4- RAIL CC P r NOTE: NTS. It 2x8 P.T. JOISTS SIMPSON LUS28 EA. JOIST - � CONC. 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S103ro8d NOISN31X3 AIIlI3V3 3I18nd `11V 2103 >180M 31IS — NO ,&NV 01. 8018d 038111838 38 11VHs ONI13304 NOI13n81SNO3 - 38d `d .v 'SNV IN31^d013A3O O3A08ddV 341 JO AdOO V 1-11IM ONO1V 31IS 80r 3H1 le 318V11VAV SO8VONVIS NOI131181SNO3 GNV NOIS30 38n131181SV8JNI d1IM >In1 3O A1I0 JO Ad03 V 3AVH 01 038111038 SI 8013V81NO3 3H1 •£ .saavaNvIs NOIIJndl1SN00 GNV NOIS30 38n13n81SV2d3NI d,IM)In1 JO A113 3H1 AS G313IQOw 210 a31N31131ddfS 383HM 1d3OX3 'NOIII03 1S3/ V1 „NOIIOnd1SN00 1Vd101Nnil ONV '300188 '0`8021 2:10J SNOIIVOIJIO3dS OdVGNVIS (VMdV /IOaSM) NOIIV180dSNV81 JO IN3W12i \1d3a 31VIS NOIONIHSVM, 3H1 30 SNOIIV111038 ONV S31118 3H1 ONV SONIMVda 3S3H1 01 04803N0O 11VHS >42:10M 11V •Z '(8661) 1Vf1NVIN NOIS30 2131VM 33V38fS AINn00 0NI)1 3H1 ONV (9661) SO8VONV1S NOlI3fl 1SNOO ONV NOIS30 3dn10n8isva3NI V1IM>In1 30 A113 3H1 01 118OJNO3 11VHS S1VI2131VW ONV dIHSNVW>180M 118 l •1 • N No • N • AdOJ 31$d •••• .04, ...vv.. ••• •.•••.•• • .......... • • • •. ••• ••. •• .• ••• ..•• • • •••••••• ... r. u+ ' NOTES: I ` I \ L ` - 2 • z4 • W000 POSTS, STANDARD OR BETTER OR EQUAL ALTERNATE: STEEL FENCE POSTS FILTER FABRIC MATERIAL 60` MADE ROLLS. USE STAPLES OR MARE RINGS TO ATTACH FABRIC TO WIRE 2'x2` BY 14 GA. WIRE FABRIC OR EQUIVALENT 6' MAX. rBURY BOTTOM OF FILTER 1 MATERIAL IN 8 TRENCH NO 1 TO 5C ALL TEMPORARY GR A vEL CONSTRUCTION ENTRANCE NOTES: NO SCALE FILTER FABRIC MATERIAL -` 2`x2' BY 14 GA. WIRE FABRIC OR EQUIV PROVIDE 3/4 - 1.5' WASHED GRAVEL BACKFILL IN TRENCH & ON BOTH SIDES OF FILTER FENCE • ;FABRIC ON THE SURFACE. r MIN 2•x4' #000 POST ALT: STEEL FENCE POSTS • SILT FENCE DETAIL 1. INSTALLATION THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL THE GRAVEL SHALL BE PLACED TO THE SPECIFIED DIMENSIONS. Ar'Y DRAINAGE FACILITIES REQUIRED BECAUSE OF WASHING SHOULD BE CONSTRUCTED ACCORDING TO SPECIFICATIONS IN THE PLAN. IF WASH RACKS ARE USED, THEY SHOULD BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 2. AGGREGATE: 4" TO 6" CRUSHED BALLAST ROCK. 3. ENTRANCE DIMENSIONS. THE AGGREGATE LAYER MUST BE AT LEAST 6' THICK. IT MUST EXTEND THE FULL WIDTH OF THF. VEHICULAR INGRESS AND EGRESS AREA. THE LENGTH OF THE ENTRANCE MUST BE AT LEAST 50 FEET. 4. WASHING. IF CONDITIONS ON THE s•E ARE SUCH THAT MOST OF THE MUD IS NOT REMOVED FROM VEHICLE TIRES BY CONTACT *IN THE ;RAVEL, THEN THE TIRES MUST BE WASHED BEFORE VEHICLES ENTER A PUBUC ROAD. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO A SETTLING AREA TO REMOVE SEDIMENT. A WASH RACK MAY ALSO BE USED TO MAKE WASHING MORE CONVENIENT AND EFFECTIVE. 5. MAINTAINENCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR F'.OW OF MUD ONTO PUBUC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2" STONE, AS CONDITIONS DEMAND. AND REPAIR AND /OR CLEAN OUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL. MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO ROADWAY OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. so 1 J 8 MIN DEPTH BALLAST AGGREGATE PER SECTION 9- 03.9(1) STATE OF WA. (DOT) STD. SPECIFICATIONS d' r 2'0* 12• J 5'0` A. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. 8. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). C. A TRENCH SHALL BE EXCAVATED, ROUGHLY 8 INCHES VIDE AND 12 INCHES DEEP, UPSLOPE AND ADJACENT TO THE . WOOD POSTS TO ALLOW THE FILTER FABRIC TO BE BURIED. D. WHEN STANDARD STRENGTH FILTER FABRIC IS USED. A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY ITO THE UPSLOPE SIDE OF THE POSTS USING HEAw -DUTY WIRE STAPLES AT LEAST 1 INCH LONG. TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. E. `THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. WHEN EXTRA - STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO NE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE E APPLYING. C. THE TRENCH SHALL BE BACKFILLED MATH 3/4 INCH MINIMUM DIAMETER WASHED GRAVEL. H. FILTER FABRIC FENCES SHALL BE REMOVED MIEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE GRAPHIC SCALE b so 40 (DIFUT) tnc h • 20 ft. DOAK SHORT PLAT L02 -024 NE 1/4 OF NW 1/4 OF SECTION 22, T23N, R4E, WM TEMPORARY CONSTRUCTION ENTRANCE TEMPORARY CONSTRUCTION ENTRANCE SOUTH LINE OF N 2, NW a SEC. 22. T23N, R4E, VVM EXISTING FIRE HYDRANT .D N S CB7 �•• .. ;'4.. • •. EXISTING SANITARY SEWER t ..,. • 1 .......:: ' i I- • 1. .•• ' l • ' ti I • •t, • • : I `. i, • . • • ,• .• • • ;.,• • ,: : 0 • •••• . • • ., I 30' I • I • I • • y . • x•af Il I 1=•II %:I I 74.0' II I I \\ EXISTING SSMH RIM = 266.72 IE(N): 255.62 (8 "IN) IE(W): 255.52 (8 "IN) IE(E): 255.42 (8 "OUT) 95.0' I I LOT (J. i ••• 1; }I : x -. •, •. ' I' � C '. f • ---- ,•b : x• ,.! • • • `• . ,s•• / •// ' ,XIST. e PVC • • 0.07 3 ---•••.......• EXISTING FIRE TRUCK TURN-AROUND J LOY 2 CB9 I • • a I • ICU • • • • - • • ••• • • • • Q • • •' • �. 4.0u.•• • • • 1, . • •� •••• • • • , • • • r• i •` . • '• 1 • • • • - • : S•• • • ., • f • ■■■ 5 1 ,•••• • t• ; ..,•••• •• ••�. 1 I � � 8758 SQ FT 30 " Fl / (' (1. 012" FIR J3' 18" FIR • V i ■114 INA. Alm. ••••••■••• 2 Amok •037'51' "' •• �, �� -ter/ • • � : • • • • •• _ • • � � • • EXISTING WATER METERS _ 14" DOGWOOD • I • _ -o. awns i INSTALL TEMPORARY I SILT FENCE PER DETAIL I I ; / CB2 ' ` --_s- c6 .. - • '148TH- • % •.. „ _ • • • •• • • • • •• • • • • EROSION AND SEDIMENT CONTROL NOTES 1. The implementation of these ESC plans and the corstruction, maintenance, replacement, and upgrading of these ESC facilities is the responsibility of the opplicont until on construction is opproved and the site stabilized. 2. The boundaries of the clearing limits shown on this pion shall be clearly flagged by a continuous length of survey tape (or fencing, if required) prior to construction. During the construction period, no disturbance beyond the clearing limits shall be permitted. The clearing limits shall be maintained by the applicant for the duration of construction. 3. The ESC facilities shown on this plan must be constructed prior to or in conjunction with all clearing and grading so as to ensure that the transport of sediment to surface waters, drainage systems, and adjacent properties is minimized. 4. The ESC facilities shown on this plan ore the minimum requirements for anticipated site conditions. During the constructior period, these ESC futilities shall be upgraded as needed for unexpected storm events ono modified to account for changing site conditions (e.g., additional sump pumps, relocation of ditches and silt fences, etc )• 5. Any areas of exposed soils, including driveway embankments, that will not be disturbed for two days during the wet season or seven days during the dry season shall be immediately stabilized with the opproved ESC methods (e.g., seeding, mulching, plastic covering, etc.). or 2 - bales per 1000 sq.ft. w IE(24 "): 248.36 --0' LEGAL DESCRIPTION LOT 1 CITY OF TUKWLA SHORT PLAT NUMBER L96.00040 ACCORDING TO THE SHORT PLAT RECORDED UNDER RECORDING NUMBER 9703050537. RECORDS OF KING COUNTY. WASHINGTON or LIMIT OF CLEARING c.I INSTALL TEMPORARY SILT FENCE PER DETAIL I LIMIT OF CLEARING EXISTING PAVED WALKWAY 128.78 • • •� . • • • J V A • • • ■ • '• S G = EXISTING ASPHALT THICKENED EDGE • • NII•II TE STRIPE 4. • 0 N } '1141. 1E08") 2 52.56 W EXISTING FIRE HYDRANT EXISTING SSMH RIM= 255.57 IE(VV): 247.72 IE(E): 247.62 • • 6. Any area needing ESC measures not requiring immediate attention shall be addressed within fifteen (15) days. . 7. The ESC facilities on inactive sites shall be inspected and = maintained a minimum of once a month or within forty -eight (48) hours following a storm event. 8. At no time shall more than one (1) foot of sediment be allowed to accumulate within o catch basin. Ali catch basins and conveyance lines shall be cleaned prior to paving. The cleaning operation shall not flush sediment -laden water into the downstream system. , 5 9. Stabilized construction entrances and driveways shall be installed at the beginning of construction and maintained for the duration of the project. Additional measures, such as wash pads, may be required to ensure that all paved areas are kept clean for the duration of the project. < • , 10. Where straw mulch for temporary erosion control is required, it shall be applied at a minimum thickness of 2 to 3 inches, MERIDIAN: RECORD OF SURVEY IN VOL. 28. PAGE 6 REC.# 8106239006 DATUM: KING COUNTY CONTROL SURVEY - NORTH 4 CORNER SECTION 22, T23N. R4E, W.M. ELEVATION. 286 28 BASIS OF BEARINGS: HELD NORTH LINE OF NORTHEAST CORNER OF SEC. 22, T22N, R4E W.M. LOT 1: SITE ADDRESS: 4058 SOUTH 148TH ST. TAX PARCEL NO. 004000 - 0095 -07 25' W Z N tt U i piretCENC.i. L.) I SEP N I 'mT cEp let Pl.? • • ,ag 50 V 0 P w W I Z, ^ 4 , W S os tt m r E n.4 Cat d [ ' Z W a A a 121 -4 z zz En Le) CD ‘24 44:t W O a PROJECT NUMBER 96018 SHEET 2 OF 3 k.'ii. .,- i . ,. t 'k� K,. �i l�l lti. ". +N'4+. °.�� 1 :. �ei.-1. -1M1r %� w,•�� •. .�M' -. -"«, q1� •i �A1Yw 'vti• - �t wr . +.• j+jb �.,•.,. ::.••. •` *. �... .•. n • •.• � .r• emu• - ♦ •M. M•..+r�.� .M +��..� -.. ^M. ..� .•... _ •• M • • .. •, - . • f• ..• • • .:. • j 4 . • r • 0 4 to r , a.$ •. w. : �;. 4r • ,• r ,• a •• . � kilts, r ,. �'t. ' - ,��9. • -,l 1r %r 1 ` t1 •rr+.p , �"+t AE.�. .R1' »�`r�. • . +Mt y.✓ . • • �•.,+ - '•:a � � - , .• , • ♦ .. ' w • :`d++. •,i.,.w•YG i++' ��.�r °�ir�'. ! .y �i., � 4 :•iury+¢i..�a t�:.�+n _' .� ,� MJ` : FS 1 �� •�. ,., -v� ? �„ ! � .�:S �1'1 .'��. .. 4: . 1 . - • • t 4' • STORM DRAINAGE NOTES: 1. STORM WATER RUNOFF FROM THE ROOF AREAS OF EACH NEW STRUCTURE SHALL BE PIPED THROUGH A "PERFORATED TIGHTLINE CONNECTION" TO AN EXISTING CATCH BASIN. 2. STORM WATER RUNOFF FROM EACH DRIVEWAY SHALL BE DIRECTED TO SHEET FLOW FROM THE GRAVEL DISPERSION TRENCH SHOWN ON THIS PLAN. 3. THE FINAL GRADE ELEVATION SHOWN ON THIS PLAN MAY BE ADJUSTED AS NESESSARY TO REDUCE CUTS/FILLS AND /OR MAINTAIN 1% MIN /5% MAX SLOPES FOR DRIVEWAYS AND DRAINAGE TO CATCH BASINS. 4. INSTALL FILTER FABRIC OVER ALL CATCH BASIN OPENINGS DURING CONSTRUCTION. 5. SOIL LOG TEST HOLES WERE DUG ON THE LOTS. THE SOIL IS CLASSIFIED AS AN ALDERWOOD GRAVELLY SANDY LOAM WITH A TYPICAL STRATIFICATION AS FOLLOWS: 0-20" BROWN SANDY LOAM 20 "+ CEMENTED GLACIAL TILL SCS SOIL CLASSIFICATION: ALDERWOOD GRAVELLY LOAM 6. ALL PVC PIPE SHALL CONFORM TO ASTM D- 3034- SDR35. 7. FOOTING DRAINS MAY BE DAYLIGHTED 15' MIN. AWAY FROM ANY PROPERTY LINE OR STRUCTURE, OR PIPED TO A 2' WIDE x 10' LONG x 12" DEEP TRENCH FILLED WITH 1/2" TO 1-1/2" WASHED GRAVEL WITH 4" SAND /TOPSOIL COVER OVER THE GRAVEL TO ALLOW SURFACE SEEPAGE OF OVERFLOW. CB1 EXISTING TYPE 1 GRATE: 254.95 CIE: 251.00 (18 "W) IE: 251.80 (12 "N) IE: 248.55 (24 "S) CB2 EXISTING TYPE 1 GRATE: 252.42 IE: 251.07 CB3 EXISTING TYPE 1 GRATE: 262.48 1E: 259.13 CB4 EXISTING TYPE1 GRATE: 262.3 IE: 259.29 CB5 (EXIST. TYPE 1) RIM: 265.58 IE: 259.89 CB6 EXISTING TYPE 1 GRATE: 268.04 IE: 261.96 (12 "N) IE: 262.10 (12 "W) IE: 261.70 (12 "S) IE: 262.39 (3 -4 "E) CB8 GRATE: 266.65 IE: 263.81 MERIDIAN RECORD OF SURVEY IN VOL. 28, PAGE 6 REC.# 8106239006 DATUM KING COUNTY CONTROL SURVEY NORTH a CORNER SECTION 22, T23N. R4E, W.M ELEVATIOM 286 28 BASIS OF BEARINGS: HELD NORTH LINE OF NORTHEAST CORNER OF SEC. 22, T22N, R4E W.M. EXISTING FIRE HYDRANT 0 . EXISTING OVERHEAD UTILHIES INSTALL 1 " POLY WATER LINE (TYP) 200 PSI DRISCO PIPE TO EACH RESIDENCE EXISTING GAS MAIN 30' EASEMENT FOR INGRES EGRESS AND UTLITIES REC# 9703650537 EXISTING STORM DRAIN I PROPOSED GAS LINE TO SERVICE LOT 1 & 21 15' UTILITY EASEMENT REC# 9609260137 EXISTING SSMH RIM= 266.72 IE(N): 255.62 (8 1N) IE(W): 255.52 (8 1N) IE(E): 255.42 (8 "OUT) NE 1/4 OF NW 1/4 OF SECTION 22, T23N, R4E, WM INSTALL NEW WATER METER AND SERVICE CONNECTION PER CITY STANDARDS TO LOT 1 RESIDENCE PROPOSED PERFORA � TIGHTLINE CONNECTION TO CATCH BASIN #4 4 PVC SIDE SEWER S =2 WITH I � 4' CLEAN -OUT NEAR BUILDING WALL 4•.2__L EXISTING ' f j I BLOCK WALL PROPOSED 10' UTILITY A EASEMENT TO BENIFIT 1)a 0/1) TIGHTUNE FOOTING DRAIN TO 2'WIDE x 10'LONG x 12" DEEP WASHED GRAVEL TRENCH 4' PVC SIDE SEWER S -2.00% WIN 4" CLEAN -OUT NEAR BUILDING WALL ARROWS DENOTE DRAINAGE DIRECTION EXISTING ASPHALT V THICKENED EDGE 4" MIN. COMPACTED DEPTH ASPHALT TREATED BASE SANITARY SEWER NOTE: 1. SANITARY SEWER CLEAN -OUTS SHALL BE EXTENDED TO FINAL GRADE PER TUKWILA INFRASTRUCTURE STD. DWG. SS -2. SUBGRADE COMPACTED TO 95% � MAX. DENSITY a (SEE SPECIFICATIONS ON SHEET 1) PRIVATE DRIVEWAY CROSS - SECTION EXISTING SSMH RIM= 255.57 IE(W): 247.72 IE(E): 247.62 DRIVEWAY DISPERSION TRENCH 3/4" -1 1/2" WASHED ROCK O RAINgCE SNEETPLOW A IMV 18" MIN. POORLY GRADED WASHED PERFORATED TIGHTLINE CONNECTION i EXISTING PVT. ROAD AREA: EXISTING DRIVEWAY AREA: f EXISTING BUILDING AREA: EXISTING TOTAL IMPERVIOUS AREA: • PROPOSED BUILDING ROOF AREA: 1908 SF PROPOSED DRIVEWAYIWALK AREA: 630 SF PROPOSED TOTAL IMPERVIOUS AREA: 3349 SF FOUND PUNC B�A SS DISK 38 ' 2x IN CONCRETE MONUMENT IN CASE (VISITED MAY, 2002) REGIt 9703650537 (0.20 WEST & 0.04 SOUTH OF 1/16 CORNER) NOT HELD FOR POSITION. OF x 1A EAST CORNER SECTION 22, T23N, R4a F p a a 43 (CALCULATED POSITION) 8 ROS V.28, P6 4060 S. 148TH ST. LOT 1 4058 S. 148TH ST. 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