Loading...
HomeMy WebLinkAboutPermit B96-0008 - NORTHWEST DEVELOPMENT - NEW SINGLE FAMILY RESIDENCECity of Tukwila (206) 431.3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B96 -0008 Type: B -SLOG Category: NSFR Address: 3208 S 130 ST Location: Parcel #: 735960 -0408 Zoning: RI.72 Type Const: V -N Gas /Elec: GAS Wetlands: Water: 125 Contractor License No.: NORTHD *09306 Status: ISSUED Issued: 08/16/1996 Expires: 02/12/1997 Type of Occupancy: DWELLING Scopes: N Sewer: VAL VUE TENANT NORTHWEST DEVELOPMENT 3208 S 130 ST, TUKWILA WA OWNER MILLER FRANK Phone: (206)000 -0000 3202 S 130TH ST, 'TUKWILA WA 98168. CONTACT RODGER TENNISON Phone: 206 243 -4321 PO BOX 58628, SEATTLE WA 98138 CONTRACTOR NORTHWEST DEVELOPMENT Phone: 206 763 -7351 P.O. BOX 48317, SEATTLE, WA 98148 * k 4 kk k k k k k * **li* k k #•k** * ** * * * ** * ** *** * ****** tic *•kik•k*** ** *tkik•krtitikit**•k k****irk'kik*** Permit Description: CONSTRUCT NEW SINGLE- FAMILY RESIDENCE. Units: 001 Buildings: 001 Fire Potectitrn: UBC Edition: 1994 SETBACKS Front: .0 Back: Left: .0 Right: .0. Valuation: 100,159.99 Total Permit Fee: ' 1,476.71 k k k k k k,k**k k k 4kk•k *k* ki k k * *'4 * *** ** k * * * * * * * * *•k k * * * * * * * * **** * * * *ik * ** *cirri *1t * * * * ** Perm Center Authorized Signature Date' Thereby 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 ro ision of any other state or local laws regulating constru ,ion ;ors. t1 performance of work. I am authorized to sign for and obtain iris bul i Q- Imit. Date: Title This permit shall become null and void if the work is no 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. DEPARTMENT DATE IN DATE APPROVED; NO. R EQUIREMENTS' / COMMENTS } BUILDING - initial review 1 i Co 1- It— 9 (s• (ROUTED) • CONSULTANT: Date Sent - Date Approved - FIRE _ r C FIRE PROTECTION: n Sprinklers (J Detectors O N/A FIRE DEPT. LETTER DATED: INSPECTOR: INIT \Ai r 10 PLANNING t I �� I� v 1; r. ( .7,'�.(iiti ZONING: IBAR/LAND USE CONDITIONS? ( )Yes C I No REFERENCE FILE NOS.: � � MINIMUM SETBACKS: N- S- E- W - INIT: PUBLIC WORKS I�� -� ��� 3 0:, G UTILITY PERMITS REQUIRED? L) Yes ( ) No PUBLIC WORKS LETTER DATED: ' 09 6 r ff '. I MIi INIT: ■ IL, 1 • I. [t O OTHER INIT: BUILDING - final review 0/96 0/ i'&0 TYPE OF CONSTRUCTION: VIA CERT. OF OCCUPANCY? °Yes )eNo UBC EDITION (year): 199+ INIT. (4 BUILDING OFFICIAL I5/9(o L// INIT: AMOUN OWINe. ��� C� � (b A\ �_I�D . iCONTACTED •'• NO. SITE ADDRESS DATE NOTIFIED nt ,, 15 - "l V� BY: (init.) / W 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: (init.) PROJECT NAME N o Y-Hh u,e;( -9-t- T- 1 o % thTE NO. SITE ADDRESS PLAN CHECK NUMBER CITY OF TUKWIL! Department of Community Development — Permit Center 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking REVIEW COMPLETED INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. es t05.5o = Tofio,) Looa .a5 01 /09193 SITE ADDRESS SUITE # 3 Z 0 3 t ( 30 c 5t V LUE OF CONSTRUCTION - $ 7 g's-/ 000 (' ASSESSOR ACCOUNT # ci '735 L !0F PROJECT NAME/TENANT -,- f-IN ✓2 i7Z 3�...o q/ -0 TYPE OF New Building Li Addi ion ❑ Tenant Improvemen (commercial) (i Demolition (building) WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other DESCRIBE WORK TO BE DONE: M eLo PO- Citx.) 4r Ch 0-J BUILDING USE (office, warehouse, etc.) ' c i if L" ( 't.. -- A7 . ARCHITECT koe.. kujec+ #QM c IJ e vt tC NATURE OF BUSINIESS: WILL THERE BE A CHANGE IN USE? K No C.) Yes If Yes, new building requirements may need to be met. Please explain: Area of Construction: 4 & o 5F OR HAZARDOUS MATERIALS IN THE BUILDING? System SQUARE FOOTAGE - Building: 4�� , L 7 "' " "e Tenant Space: actl WILL THERE BE STORAGE OR USE OF FLA MABLE, COMBUSTIBLE XQ No 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: Ei Sprinklers Li Automatic Fire Alarm OWNER Q � Q�OP IPI CIV a43 — 43 2 ( %%�����+ �13� PHON ¢ 3 ` 42 ( ADDRESSY f ee d 2,0 ,( SAGZ Sew c Gv I CONTRACTOR At. �U ?'s -4e e(o ie Th ADDRESS TO 1))° Sr 2-9 s LT[ t'J 4. IZE{e.(3 9 WA. ST. CONTRACTOR'S LICENSE # i1/430 y� 310G 6 q 3 � EXP. DATE / PHONEZO(c 5 IZIP l Sf 4 - 9 c ARCHITECT koe.. kujec+ #QM c IJ e vt tC ADDRESS 'v (09, Sfy'� DESCRIPTION AMOUNT RCPT # DATE BUILDING PERMIT FEE eqa •3S PLAN CHECK FEE 5 (D fcl I"$'9 BUILDING SURCHARGE y, 60 OTHER: TOTAL - ) , L/ 7(n, 7/ CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 NI APPLICATION MUST BE FILLED OUT COMPLETELY ;PLAN CHECK NUMBER I HEREBY CERTIFY THAT I HAV BE TRUE AND CORRECT, AND I ,SIGNATURE BUILDING C.AVNER OR AUTHORIZED AGENT cl(o- COO PRINT NA ADDRESS BUILDINJ PERMIT APPLICATION DATE APPLICATION ACCEPTED j_ JAjp 199E N XAMINED THIS APPLICATION AND KNOW THE SAME TO e2 /( ?V v1I IZED TO APPLY FOR THIS PERMIT. I'tHMI 1 UhN I tH DATE APPLICATION EXPIRES D ... % IPE t:113 --432 ( W CL 9 -i3 k PHHN4 3 €1...-3 CONTACT PERSON Z .� APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER r AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as pan of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. 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 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. It you have any questions about our process or plan submittal requirements, please contact the Department qgisrictrat I Development Building Division at 431 -3670. LA 162193 C OMMERCIAL NEW COMMERCIAL BUILDINGS /ADDITIONS Completed building permit application (one for each structure) Assessor Account Number Two sets (2) of the following: I J Specifications Structural calculations stamped by a Washington State licensed engineer Li Soils report stamped by a Washington State licensed in Topographical survey n Energy calculations stamped by a Washington State licensed engineer or architect ri Legal description II Working drawings, stamped by a Washington State licensed architect, which include: Site plan • Architectural drawings • Structural drawings • Mechanical drawings • Elevations Civil drawings •. Landscape plan. ri Completed utility permit application (one for entire project) I Six (6) sets of civil drawings NOTE: :See utility permit application and checklist lor.specific utility submittal requirements. RACK STORAGE 1 •Completed building permit application Assessor Account Number Two (2) sets of plans, which include: 0 Building floor plan showing: • Entire space where racks will be located • Exit doors • Dimensions of all. aisles Tenant space floor plan showing rack storage layout, aisles and exits. NOTE: Include dimensions of racks (height, width and length), aisles and exit ways on plan. Structural calculations stamped by a Washington State iicensed engineer (rack storage 8' and over). RESIDENTIAL NEW SINGLE - FAMILY DWELLINGS/ADDITIONS Completed building permit application (one for each structure) I I Legal description I I Assessor Account Number In Washington State Energy Code data Completed utility permit application Six (6) sets of site plans showing utilities SUBMITTAL CHECKLIST Two sets (2) of working drawings, which include: • Site plan —IP- (On plan, show closest hydrant location. • Foundation plan Include access to building, showing • Floor plan . width and length of access.) • Roof plan • Building elevations (all views) • Building cross - section • Structural framing plans NOTE: Building site plan and utility site plan may bo combined. See utility permit application and checklist for specific submittal requirements. Additional topographical and soils information may be required if unique site conditions. COMMERCIAL TENANT IMPROVEMENTS ' n Completed building permit application (one for each structure or tenant) C Assessor Account Number Two (2) sets of construction plans, which . include: ri Site plan • Location of tenant space Existing and proposed parking : • Landscape plan (if applicable, i.e., change of use Overall building plan • Tenant location • Use of adjacent (common wall) tenant • Overall dimensions of building or square footage Floor plan of proposed tenant space •Tenant space plan with use of each room labelled. •.Exit doors, egress. patterns •.New walls, existing wall, and walls to be demolished. I - 1 Construction details • Cross sections showing wall construction and method of attachment for floor and ceiling. Structural calculations stamped by a Washington State licensed engineer may be required if structural work is to be done (2 sets):: NOTE: If any utility work is to be done, submit separate utility permit application and plans. REROOF RESIDENTIAL REMODELS I II I I Completed building permit application (one for each structure) Assessor Account Number Narrative describing existing roof,. material being removed, and material being installed. NOTE: A certification letter is required prior to final inspection and sign - off of the permit. ANTENNA/SATELLITE DISHES Completed building permit application n Assessor Account Number Two (2) sets of plans, which include:. Site Pla (showing building and location of antenna/satellite dish) n Details antenna/satellite dish and method of attachment I Structural calculations stamped by a Washington State licensed ongineer may be required Completed building permit application (one for each structure) Assessor Account Number Two (2) sets of working drawings, which include: •.Site plan Foundation plan • Floor plan • Roof plan' • Building elevations (all views) •• Building cross- section • Structural framing plans NOTE: If any utility work is to be ie provide utility permit application and plaris must be submitted, REROOFS• Completed building permit application (one for each structure) nl Assessor Account Number Narrative describing existing roof, material being removed, and material being installed. NOTE: A certification letter is required prior to final inspection and sign- off of the permit. CITY OF TUK:WILA Address: 3208 S 130 ST Permit No: B96 -0003 Suite: Tenant: NORTHWEST DEVELOPMENT Status: ISSUED Type: B -BLDG Applied: 01/08/1996 Parcel #: 735960 - 0408 Is•ued: 08/16/1996 4' 4* 4* k* 4*- k• 4' 4*•. 4. 4 4***' k' k:.4* 4 ' k 4. 4• k4' k' k• k k• 4*' 4' 44 yr• k*• k• 4k• k 4 4*44: 4' 4k 4 44 . 4 . 44 . 4444'4 . 4k•4*'4 4. 4 . 4 . 44 . 4 Permit Conditions: 1. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off- site or into existing storm .drainage facilities. 2. The site shall have permanent erosion control measures in place as soon as possible after^ f i n a l grading has been completed and prior to the Final Inspection. 3. No changes will be made to the plan: unless approved by the Architect. or.'Engineer -and the Tukwila Building Division. 4. Plumbing',. permits shall be 'obtained through the •Seattle -I(ing County Department. of Public Health. Plumbing will be inspected by that agency, including all gas piping (296 - 4722). 5. Electrical permits shall be. obtained through the Washington State' Division of Labor and Industries and all electrical work will be inspected by that agency (248- 6630) . 6. All mechanical work shall be under separate permit issued by the City of Tukwila. 7. All permits, inspection records, and approved plans shall be available at the job' site prior to the start of any con - struction. These documents are to be maintained and avail - able until final inspection approval is granted. 8. 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. 9. Any exposed :insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identi- fication showing the fire performance rating thereof. 10. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1994 Edition) -as amended, Uniform Mechanical Code (1994 Edition), and Washington State Energy Code (1994 Edition). 11. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 12. All wood to remain in placed concrete shall be treated wood. 13. There shal 1 be no occupancy of the bui lding(s) until the final inspection has been completed by the Tukwila Building Inspector. 14. Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of the b u i l d i n g 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. 4. Permit No: PW96-0030 Status: ISSUED Project: NORTHWEST DEVELP Site Address: 3208 S 130 ST St: 03 Location: 3208 S 130 ST Parcel #: 73596O-0401 Wetlands: Sewer: VAL VUE Contractor TENANT OWNEP CONTRACTOR CONTACT License No.: NORTHWEST DEVELOPMENT 3208 S 130 ST, TUKWILA WA 93133 MILLER FRANK 3202 5 130TH ST, TU•WILA WA 93163 NW DEVELOPMENT PO BOX 58623, SEATTLE WA 93133 RODGER TENNISON PO BOX 53628, SEATTLE WA 98133 ENGINEER JAMES JAEGER, P.E. Phone: (2060350-0934 **A4,44,4**k.k**4****4*-1,44.4.****-4,444.44.k**4.4.44 Additional Permit Description: NEW 20 FT WIDE DRIVEWAY Existing Square Feet: New Square Feet: Inspecti,onFee: Plan Check Fee: TOTAL FEES: 25.00 King County Valuation: Value of COilSri'uCti06: .00 *.k*********A.44.4. ***k4*-4(***-4444I444 444 k444.4 k4 44*4 4 4* 44.44-41 I hereby accept this permit and agree to abide all applicable sections cf the City of Tul:wila Municipal Code. We agree that the City of TuLwi snail be held harmless for all or any claims arising as a result of this project. Permits which have lapsed beyond the expiration date shall require a re-application and reissuance of the permit through the City at an additional fee. rHE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. TO SCHEDULE AN INSPECTION CALL 433-0179. 1 A Sionature: .4.4.444 ***4 APPROVED FOR ISSU'NCE BY: JJS Issued By: CURB CUT1ACCESS/SIDEW, 15.00 10.00 Watercourse: Slopes: N Water: 125 •■4 lc* 41 4 ' 14 44 lc Al, '4 A . 4 '4-4 4. .4 4 *4 le -4 - 4 4. 4• 4 . 4 - 4 '4 44 - 4 4 4 41 4. 4 - 4 k 4 .2n2 Date Final Inspection Approved: Issued: 00. Approval Letter: 03109/1996 Expires: 02/2311997 Additional Square Feet7 Phone: (206)000-0000 Phone: 206 243-4321 Phone: 206 243-4321 Date: Inspector Signature Date Acct No: 000/342.400 Acct No: 0001345.330 ------- Authorized rmit Center Signature 4.4*** k**k***4-4**4** . 4-4 - 4*** . 44. 0c4-44A*44 4 .4 44 4:4 I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. INN CITY OF TUKWILA Address: 3208 S 130 ST St: 01 Permit No: PW96-0030 Suite: Tenant: NORTHWEST DEVELOPMENT Status: ISSUED Type: PW Applied: 02/21/1996 Parcel #: 735960-0403 Issued: 03/27/1996 **4 .***********************A*A4c4**44.4*A*4***4***4-44**4-4*4*44' ***441 4' * Permit Conditions: 1. 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 five feet. 2. Driveways shall -be paved for a minimum distance• of 20' from the edge of existing road ,pavement. 3. Work affecting traffic flows' shall be closely coordinated with the ,City Utilities Inspector. Traffic 'Control Plans shall be'submittectto the Inspector for prior approval. STORM DRAINAGE Permit No: PW96-0032 Status: ISSUED Project: NORTHWEST DEVELP Site Address: 3203 S 130 ST St: 01 Location: 3208 S 130 ST Parcel #: 735960-0408 Wetlands: Sewer: VAL VUE Contractor License No. TENANT NORTHWEST DEVELOPMENT 3208 S 130 ST, TUKWILA WA 98188 OWNER MILLER FRANK 3202 13 130TH ST, TUKWILA WA 98163 CONTRACTOR NW DEVELOPMENT • PO BOX 58628, SEATTLE WA 98138 CONTACT RODGER TENNISON PO BOX 58623, SEATTLE WA 98138 ENGINEER JAMES JAEGER/JAEGER ENGINEERING 9419 S .204 PL,, KENT, WA 98031 *4***44:*4*4*4******11( *4,44' Additional Permit Description: STORM DRAINAGE SYSTEM FOP NEW RESIDENCE WITH INTERCEPTOR 'TRENCHES ON .EACH SIDE OF THE NEW AND NEW TYPE I CATCH BASIN ON SITE. Existing Square Feet: New Square Feet: Inspection Fee: Plan Cheek. Fee: King County Valuation: 'Value of Construction: .00 A 40*******4*****A I hereby' accept this permit and agree to abide all applicable sections of the City of Tul:Wila Municipal Code. We agree that the City of Ta.wila shall be held harmlesS for all or any claims arising as a result of this project. Permits which have lapsed beyond the expiration date shall 'equire a re-application and re issuance of the permit through the City at an additional fee. THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. TO SCHEDULE AN INSPECTION CALL 433-0179. Signature: A*4**A****-A1,1,44,.. TOTAL FEES: 2 5.00 APPROVED FOR CE BY: y Issued 8v: Final Inspection Approved k A **1414'Ick * 15.00 Acct No: 432/342.400 10.00 Acct No: 000/345.330 Watercourse: Slopes: N Water: 125 Issued: 08/'711996 Approval Letter: 03/O91 996 Expires: 02/$1997 44,4 .4***.4**4 'A A * A 'A A Additional Square Feet: Date: TWO HOUSE Inspector Signature Date Phone: (206)000-0000 Phone: 206 243-4321 Phone: 206 243-4321 Phone: 206)850-0934 S -- „*„„A.4.4„.4„,,,„A„„. Date: d2 Authorized P mit Center Signature **AA**4k****A*AAA*A***4.4***1.**4 I hereby certify that the permit holder whose name and add; appears on this record has satisfactoril:y met the standards and conditions for the project approved herein. Address: 3208 S 130 ST St: 01 Suite: Tenant: NORTHWEST DEVELOPMENT Type: PW-SD Parcel #: 735960-0408 CITY OF TUKWILA Pecmit No: PW96-0032 Status: ISSUED Applied: 02121/1996 Issued: 08/27/1996 ***4**41,k4*******A****0,4***444***A4******4*****A*44 Permit Conditions: 1. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off- site or into existing storm drainage facilities. 2 Work affecting traffic', flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to--the,Inspector for prior approval. 3. All private storm drain pipe shall be either concrete or reinforced, ADS pipe. Treated corrugated metal pipe may be used fordetention facilities. 4. The site hall have permanent erosion control measures in place -'0S.soon as possible after final grading has been completed and prior to the Final Inspection. Permit No: Status: Project: Address: Location: Parcel #: Wetlands: Contractor: PW96-0031 ISSUED NORTHWEST DEVELP 3203 S 130 ST St: 01 3208 S 130 ST 735960-0408 Gvading/Fill (Yards)-Cut: Permit Fee: Pln Check Fee: Other: Total Fees: Issued Ey: SignatUre: '9* *4 * ***: APPROVED FOR SSUA10E: Inspector Signature 33.00 22.50 Final Inspection Approved By: LAND ALTERING Watercourse: NW DEVELOPMENT License No,: Issued: 08/27.- App Letter: 08/09/1996 Epires: 0212311997 lopes: N TENANT NORTHWEST DEVELOPMENT 3208 S 130 ST, TUKWILA WA 93103 OWNER MILLER FRANK Phone: t206)000-0000 3202 S 130TH ST, TUKWILA WA 93163 CONTRACTOR NW DEVELOPMENT Phone: 206 243-4321 PO BOX 58628; SEATTLE WA 98333 CONTACT RODGER TENNISON Phone: 2 06 243-4321 NW DEVELOPMENT, PO BOX 58623, SEATTLE WA 93133 ENGINEER JAMES JAEGER Phone: (:"061050-0934 *****************4**'4 4**44-4,444****44***.w,*4 *444,'4 9449419.44.4.9444*4 4*46 9 Additional Description: LAND ALTERING FOR CONSTRUCTION OF NEW RESIDENCE ALL OF THE EXISTING FOUNDATION SHALL BE REMOVED FROM THE GROUND. 192 Fill: Total: Account Account Account Valuation7 No: No: No: 000:322.100 000/34.830 000/386.904 .00 19 ***44.4****k***-m444,4**A* 444,4* I hereby certify that I ha'-Je 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 no The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction cr the performance of work. I am authorized to sign for and obtain this Land Altering permit. This permit shall become null and void if the work is not commenced within 180 days from the date of inc' or if the woA is suspended or abandoned for a period of 180 days from the last inspection. THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMENCEMENT AND COMPLETION OF WORK AT LEAST 24 M01tF S IN ADVANCE. FOR AN INSPECTION CALL 433-0179. Date: 464****444,44***Aikk*kAkk*4A9AF** A*Ar74**F44404441444 JsiS Date: Authorized PernOk Center Signature *****A*44 I hereby certify that the permit holder who name and address appears on this record has satisfactorily met the standards and conditions for this project approved herein. Date: •••;!'",, CITY OF TUKWILA Permit No: PW96-003i Address: 3203 5 130 ST St: 01 Tenant: NORTHWEST DEVELOPMENT Status: ISSUED Type: PW-LA Applied: 02/21/1996 Parcel #: 735960-0408 Issued: 03/27/1996 * Permit Conditions: 1. Temporary erosion control measures shall be implemented as the first order of business-to prevent sedimentation off- site or into existing storm drainage faciii,ties. 2. The site shall hate permanent erosion control measures in place as soon as:possible-after final grading has been completed and -prior to the Final Inspection. 3. Hauling over-50 cy shall require application for a Hauling Permit prior 'to any associated activity. INr,V:HMA:I 1U <' Name of Project:. N // �O -ti j.��j-� \JQ( oprn -Q n4- t.0 '4 •B Seat/ Pro•ert Owner: L aie Street Address: Engineer: Street Address: Contractor: Street Address: King Cty Assessor Acct #: 1359 ► i 0 • Contractor's License #: D Channelization /Striping /Signing REQ UESTED <373:Curb Cut/Access /Sidewalk 0 Fire Loop /Hydr. (main to vault) - No.: — Sizes: PW t -Ooso 0 .Flood Zone Control 0031 . ❑ Hauling 172 0 032 Eg, Land Altering cubic yards O Landscape Irrigation O Moving an Oversized Load Est. start/end times: Date: ❑ Sanitary Side Sewer - No.: kb.N61 81o9 (616t > MET Print Name: City of TukL ila Central Permit System - Engineering Division 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 Site Address: 3 Z Q 61‘, R (3 ST o P ox 5 - E - e 2- Name: Street Address: Street Address: ❑ Water ❑ Sewer ❑ Metro ❑ Standby SCRIPTIO OF P.ROJ:ECT `'` Sin Famil Residential ❑ Multiple - Family Dwelling No. of Units: ❑ Commerciavindustriai <MIS.CEl LANE:O.US <:INFO:RMATION.,., King County Assessor's value ct etopu/ t ❑ Hotel CI Motel ❑ Office El Retail New Building quare Foote Date Application Accepted: j. g C1 UTILITY PERMIT APPLICATI Y3b '• - I HEREB Y ` I vF. Applicant /Authorized Date: $ N 4�, Phone: ') -4-3? Cl Duplex El Triplex El Warehouse El Manufacturing Addition ECEI E AppllcL, ❑ Apartments ❑ Other: ❑ Condominiums ❑ Church El Hospital ❑ Remodel/ Square footage of original building space: Square footage of additional building space: ng structures: $ Valuation of work to be done: $ ?6OC O a ..THIS AFPLICA:TION'AND KNO THE SAME >TD...<BE TRUE A;ND.,C RR Contact Person R ` Jprint name): i �vL � ,�L ddress: P x'(oZ� C..776t. Phone: a - -4r JAN 3 Date Application Expires: 3q(o-0008 Phone: (206) 433.0179 Phone No.: City /State /Zip: • Phone No.: City /State/Zip: Phone No.: City /State/Zip: ?h Phone No.: City /State /Zip: Phone No.: "City /State /Zip: xp. Date: El School /College /University ❑ Other: 0 032 X4 -3 •-4-32 ❑ Sewer Main Extension ❑ Private ❑ Public ,fit Storm Drainage ❑ Street Use ❑ Water Main Extensbn ❑Private ❑ Public ❑ Water Meter/ Exempt:- No.: Sizes Deduct ❑ Water Only ❑ ❑ Water Meter / Permanent- No • — Sizes ❑ Water Meter/ Temporary:- No.:._.. Sizes Estimated quantity: Schedule: ❑ Other: SUBJECT: NORTHWEST DEVELOPMENT NEW SFR 3208 S 130th St. Project No.: P96 -0005 Plan Check No.: B96 -0008 Activity No.: PW96- 0030,0031,0032 Contact Person: Mr. Rodger Tennison Phone: (206) 243 -4321 -I) op C City of Tukwila Department of Public Works PW96 -0030 Curb Cut /Access /Sidewalk PW96 -0031 Land Altering PW96 -0032 Storm Drainage JJS /mv Attachments a/s C.F.: PW Utilities Inspector (copy of letter, application and plans) Development File (copy of letter, application and plans) NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DATE: AUGUST 9, 1996 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON August 9, 1996: Total Fees: PERMIT FEE 25.00 55.50 25.00 $105.50 John W. Rants, Mayor Ross A. Eamst, P. E., Director Two copies of the confirmed Utility Permit Application with a set of plans are attached for inclusion in the permit file. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433 -0179 • Fax (206) 431-3665 h **1kkA**A*.kk *** *A *A•A h•4 *A * *Ak *A ** ih** *A *A *4:4•A *A *A*s1 *A4*1* CITY OF TUKWILA. WA (j— 000 TRANSMIT ***A *•A *. *k * * * * *•k4A' * *Ah•k* :kA ** Arc * *A *: 4A* *A* * *A•1kAA * **A *A * **A 4khk TRANSMIT Number: 89600470 Amount: 25.00 08 /27/96 :11:21 Payment Method: CHECK Notation: NW DEVELOPMENT Init: GP' Permit No: PW96 -0030 Type: PW-CCAS CURB CUT/ACCESS /S1DE Parcel No: 735960.0408 Site Address: 3208 a 130 ST St: 01 Fl: Un: Location: 3208 5 130 ST Total Fees,: 25.00 This Payment 25.00 Total ALL Pmts: 25.00 Balance: .00 - kAk* k*• * *k+ *A *A * * * * *•+•A * * **A4•A **i1A* *AAA* * *kAA4 *k *A. * *AA• **A ***Ak•. ** Account Code 000/345.830 000/342.400 Description PLAN CHECK -- UTILITY INSP FEL -- UTILITY Amount 10.00 15.00 2608 08/27 9617 TOTAL 105.50 *hs%***A*: ******* A*A*A A**A* A*A* A** 4• k k*** A*A*1 ***A*:k:kA4* *AA*.A * *A* CITY OF TUKWI'LA. WA � ( '�� *. TRANSMIT" *A *A * ** *:S *Ar�h•k•k*4 *: ***A. * *A * *�S�i.•"�FA 4. A*A***Ak *kk *:1,4*1r:k4* * TRANSMIT Number: R9600470 Amount: 25.00 08/27/96 11:30 `Payment Method: CHECK Notation: UN DEVELOPMENT Init: K1P Permit No: PW96••0032 Type: PW-SD STORM 'DRAINAGE Parcel No: 735960-0408 Site Address: 3208 S 130 ST St: 01 Fl: Un: Location: 3208 S 130 ST Total Fee,: 25,•00 This Paymentc. 25.00 Total ALL Pmts: 25.00 Balance: .00 *A *A**k: } * *AA ** ** *•y1•k•A•4A•• **AA **AA"A *A A* *** *4 * **AA**A *** *A•* h4**,.** Account Code Description Amount 000 /345.830 PLAN CHECK - UTILITY 10.00 412/342.400 INSE' FEE STORM - DRAIN 15.00 ____.___ ._..- ___._ 2608 08/27 9617 TOTAL 105.50 :4'-*A**A##:4A*. A1€* fr* AA: 4•* A*k Ah A ***4 A**-A:AA4.khkA4*A CITY OF TUK.WILA. WA rF;l1NSMIT * Al:•1* A** A* k* A* 4* AAAkk 4k:1 A** 4: 4*• h* b* AA 4 # *A * *•A** *AAA *k4:4 *:4kA* * *A TRANSMIT Number: R9600465 Amount: 896.75 08/16/96 11::34 Payment Method: CHECK Notation: NW DEVELOPMENT Init: 5MC Permit No: 096--0008 Type: t3-OLDG BUILDING PERMIT Parcel No: 735960• -0408 Site Address: 3208 S 130 ST Total Fees: 1 This• Payment 896.75 Total ALL Pmts: 1,476.71 Balance: .00 A—A **A4 *a *A A * *AA A JrA * ** * * ** A A AAA k **A *A *A * *a * * *AA *A A-A* A *AA * kA A *A ** Account Code 000/345.830 000/322.100 000/345.830 000/386.904 Description PLAN CHECK •- NONF:ES BUILDING -- RES PLAN CHECK - RES STATE BUILDING SURCHARGE 4* *A** * *A#***A ** ** *•k* *k /' *k:4 kA* **AA* *k *. *:l *•k * *A* ** rAk**4AA•kkk.h: TRANSMIT 4 :1 #�C *:�+•�°S #::k k4"! F*#: 4+�:+k #•k * *•.A #h•:Ikh�•A•:k * *Ak CITY OF EUKWILA, WA *kkh *Ak *** * *.A *kA * *•A *A *:l•A TRANSMIT Number: R9600470 Amount: 55.50 08/27/96 11:26 '•Payment Method: CHECK Notation: NW DEVELOPMENT Init: KJP Permit NO PW96 0031 Type: PW•-LA LAND ALTERING PERMIT Parcel No: 735960 -0408 Site Address: 3208 S 130 ST St: 01 Fl: Un: Location: 3208 5 130 ST Total Fees: 551.50 This Payment 55.50 Total ALL Pmts: 55.50 Balance: .00 k ** k *•k * * *AA k . * * * * *AA*4*A *A * *vA kA3 *#A* * * AA .AA ** * **I **• *A*At * * * *A•*A** Account Code Description Amount 000 /322.100 BUILDING - RES 33.00 000/345.830 PLAN CHECK •- RES 22.50 Amount _579.96 89'.25 579.96 4.50 2329 08/17 9619 TOTAL 896.75 2608 08/27 9617 TOTAL 105.50 7 Permit No: 096 -0008 Type: B-BLDS BUILDING, PERMIT - Parcel No: 7 35960 °0400 Site Address: 3200 S 130 ST GENERA 579.96 IA *s* *k.A *kkk*Ak *k *: *k *: ic : dr + FA *4kk *A * TOTAL TOTAL 579.96 CITY OF TUKWILA. WA Reprinted: 01/08/96 1.3 :38 TRANSMIT CHECK 579.96 * Ak*** kA ot•** k*A* isA* A• A* k4k, F• A#4*• A* k*** A*: l •**AkEA*a ***:ti*kkkk•.k4A CHANGE 0.00 TRANSMIT Number: 96003463 Amount: 578.9E 01/00/V61n3 1472A000 15:55 Payment Method: CHLCI( Notation: NW DEVELOPMENT Init: KJP Total Fees: 1.476.71 This Payment 579 :96 Total ALL Pmts: 579.96 Balance: . 896.75 *A•kk * * *Aic% .AA.ktii•k71ot* *,1 * *A *o> *A *k* *•k, *, N ** * **o1* *,k* *Ak *AA * * *Ak #k* Account Code Description Amount 000/345.830 PI..AN CHECK - MONRES ;379.96 Project: w its a ii r . Type of inspection: ek) ,.... Addrest.206 S Bo si.. Date called: Special instructions: 00 I-A 00 y2.- &i.) Date wanted: a.m. p.m. Requester: Phone No.: L 1 INSPECTION RECORD I Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. I I Receipt No.: Date: 6-0D0 s r PERMIT NO. (206) 431-3670 Corrections required prior to approval. COMMENTS: $42.00 REINS CTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. t. Priv) L . ) e ()Le... i vte.„ Type s ction: f i a t) y .,c3m S 1 Date called: t 6 Date wanted: 1 a .M. if p.m. Special instructions: Requesn ..e sse i—ii( ( Phone No.: em 79 ci C INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98 17pproved per applicable codes. Inspector: I I Corrections required prior to approval. Date: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: -L . LLIL■kL'1: t 1 COMMENTS: ''. /3j' 'S ex cr- 1 / Vii, 5 Date �979 S eclat instructio _s: J_ _ g —D ( C1� atl ` ik' d Date w t . 1 c to p.m. Requ s . .�- - 6w/D ery /.z7 / c •-/ely ( S `+P dark ID 40-- n C 7?2-6 via. _ ./ oT . - • e / d ' - vG�.1 :, 1 4,q,& / U 4.6 .ice .4._ /G 4, At, r a-- _ b C2(. t , L3/. 17)-7 ke g al ,. wi d- Ivy e,,of in ect' l oi�: e d es .-- �..- -- , o ) V3 Date �979 S eclat instructio _s: J_ _ g —D ( C1� atl ` ik' d Date w t . 1 c to p.m. Requ s . Phone 122./.428._ c l / 7 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Corrections required prior to approv I $42.00 REINSPE TION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Date: / - G COMMENTS: ,('.. "- t, /,4 j _- mil, - T - _04 ..17..e,,t/c _____kx,azi---ee.," /`) L4r .. - 3 Ai6a? 4e,_,, . ,c,,/ A- 2,--- /9 Jr p _____Er..L.„_ h 4.ia �/ _--&1 _ 5 J ._ 1 i _ ./ • .. ....... i i J .0 _ .n // -J... ./.i — ". . , u 1f P r, Octi) j,.,, , • _ [(/ (� n Typ f i specttionr / (,. n -�—! ( 0 ?� /1 dress D � , -- Date caller ri, , 6 Special instructions: Date wanted: a.m. f I ���� rpm Re seS f ' i / Phone No.: ( / n- c 7 7 9 xun, c. rauu,: cir r::::: L2�iw..s.:.�:r.y.:S:s...W. six" L^_.:f.:asss.r ^r.;�s ^�. ri._3� ».: _ .. INSPECTION NO. f INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Date: J� PERMIT NO. (206) 431 -3670 Approved per applicable codes. �j�GJCorrections required prior to approval. Inspector: $42.00 REINSPECTIO 'FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Projept: \ d �� � V .Type of inspectio� Date called: t 2 19 Date wanted: i 2 l I / r a ,� n, 5� Address: r 30 ,. Special instructions: Requester: J 0 '� � D ✓ Phone No4 °� b _ 9 9 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Apprgved per applicable codes. Corrections required prior to approval. COMMENTS: CMt L- SPprc,( CJ)M s-rt-Ws (rJr) C i E7 rv-x-k a ti__' Pa /1.-e4thrS 1461 c a A . (Lc -vanr 7 i ro►SS ) Jra 6-v ABC' /M.A 0. Inspector: Date: 1 9 II $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Jo„Alh1S►e t N Pr1L. o �& TO S11n a 93,' k i ° 'W., ' (' A'Y ti Att ,0Q Sfroiku)t c,eibloter # piA1t, A. 't 1,Z �1q a.m. l Requester: D avt Phone No.: U PST, a .- bk.. Project: i \I r _ \ . I) vA e of inspection :A Address: �g 5 l �o Date called: I ( 01 c pecial instr a) ( ! P)� Jn GOB 44. _ o l h , T p 947_ Date wanted: 't 1,Z �1q a.m. l Requester: D avt Phone No.: („i 0 r , (%/ 1 1 [Receipt No.: as�truce ra.' wsawrwwr 1.11 . =RnElatil4V&WCRIgAti.IITT411.0.1....x.rooroso....,.........uptverbauesmILtitaratitffittPta, pproved per applicable codes. INSPECTION RECORD Retain a copy with permit 9 10.6 - obR , PERMIT NO. INSPECTIO NO. CITY OF TUKWILA BUILDING DIVISION V 6300 Southcenter Blvd., #100, Tukwila, WA 98188. (206) 431 -3670 orrections required prior to approval. r 11A $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: prei Oeue.c e3 -n 1ptr dress Date called: Special instructions: Date wa t�d: / 1I "2 g } a.m. p.m. Rt ester: HI ( 1 L 7° ��. 1 Phone �� 9 7 9 INSPECTION RECORD Retain a cop with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: +MIM1M7 //R25=42 /37.1V T:AR}MFm.vlraeiwm out ....- +�......- ...,.. -.. Corrections required prior to approval. Inspector: 1 O'qpv, o $42.00 REINSPECTI FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 9 0-0DIM PERMIT NO. Date:// (206) 431 -3670 p boel 05 Type of inspectir 1 f\i El Address: l'aos lc ST Date called: i t _ 24- % Special instructions: Date wanted: H ,,. ctrtr) p.m. Requester c itpie4 )9 6 0... CC I r e lf .crm [Receipt No.: mseux.eanurawarate.Irvqszmuil1..,S.M..11 INSPEC ION NO. CITY OF TUKWILA BUILDINGDIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 [[Approved per applicable codes. • 'INSPECTION RECORD Retain a copy with permit (206) 431-3670 COMMENTS: 1 _e / e /.1 kt)) -b& i r! e Date: / I I Corrections required prior to approval. i .4..,/ .A. 1 , . $42.00 REINSPECT!' N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: „t COMMENTS:/ 1 _, , fr IL. ,,, 2 Type of inspecti�:, ^ A,t 1 A ` ,t„„ - 10 _1 (.. , ' "2-) 1 " ati,f4R,Ii.c.i A--e Date called: 11` /5 r '- r -LJ c l S f 4 5� r 1 I i 1 " . y . ° : 1 Requester .F., N ILL_ Phone No.: IA cg . _ 919 c 7 Fri.: - � -WA $b(4 1-6-Putt" , 1 ,: Id _ ,', /V , e 5 - 4,416/4 � A - %list ht, 7:teAAtis_ Chef-) co Prpj ,tl ` /�L� ` T � �fV Type of inspecti�:, ^ A,t 1 A ` ,t„„ - 10 _1 (.. , ' � � 0 1 � + ' S - oi '3 Date called: l 1 _ 1 Special instructions: I K . Date wanted , c _ G6 �p�? '' t °t 1 p.m. Requester .F., N ILL_ Phone No.: IA cg . _ 919 c INSPECTION RECORD Retain a copy with permit • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., '#100,. Tfjkwila, WA 98188 (206) 431 -3670 Approved per applicable codes. I /y Corrections required prior to approval. ri $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • .:�u+y�'�f�'.eir_ i.{'•:tiu'.4�.:��fiv+ t`a rL'.�) *.^ ;1�.�:, � :t�U`�!'�, tik,• �w��'�,�as.:..M1.: �*!;: �. COMMENTS: _ NS 96-gl %)i\I" . 96 0 Zii-- C.-. c1/4,V 0 t'.3 - NE ....311 - 1 3 t - ri3 I tJ( v Fit.10 TI4 1(&.-_D y2- nl a 1-4 Special instructions: i - Date wanted: /0 i.Slig() AM) P.m. Requester: .,,,jk.. a..44..... . . Phone No.: Project: t,.. v A a , , , , , ,tdc Type of inspection: .,, I-6e Address: - - -3 0 , s ..-) Date called: J Special instructions: i - Date wanted: /0 i.Slig() AM) P.m. Requester: .,,,jk.. a..44..... Phone No.: • VFMN-ra="2307 MIMMILMS2stfrkV:' INSPECTION NO. CITY OF TUKWILA:BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Receipt No.: INSPECTION RECORD Retain a copy with permit PERMIT NO. Date: (206) 431-3670 Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: ; r e • 00 (( i? e Pa ('' a of insp tion: / ,',� rr ` 'bate dress ( ) • 130 ark- , c�lU0 9 ?c Special instructions: � q., Date want : ) o� 3n 96 - - a.m. que � �4` - q7 92 l I t . INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 COMMENTS: c1Ltlt ` (1 4dmS 1S ok- . 0T44civ..- S%O E":1( 1 VS)T yn SS A 2.ZAS AN9 SMttiVI T. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit orrections qu ed riot t approval. Date: /0 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: tsannEVESIZIar PERMIT NO. (206) 431 -3670 • 4� Project: iv f l/T /v IGiv I Type (nsrgon: + N lAL/ 0/ dress. I e5r Date called: 1 _ Tpecial instructions: Date wanted: g .... 0 a n. t Requesters --- IA 1L J 9 Phone No.: L A cm I E=1 INSPECTION RECORD Retain a copy with permit got (o-cop INSPECTION NO. ._ PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Approved per applicable codes. L Corrections required prior to approval. COMMENTS: NV) 1U14 on-- 1 - +mI 1 n cti1 S +T€"_ Suwa ! N t h sz\ S I TC . $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • J. Project: K1 ,.., i t ,,D.. ape of inspre n: Address: s ' (?D Date called: Special instructions: Date wanted: Lf Requester: Phone No.: COMMENTS: • INSPECTION RECORD Retain a copy with permit (p CITY (tal CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd:, #100, Tukwila, WA 98188 Approved per applicable codes. [Receipt No.: Date: / PERMIT NO. (206) 431-3670 Corrections required prior to approval. I I be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. $42.00 REINSPECTION I E REQUIRED. Prior to inspection, fee must RV" V L F rr . e of ) jS a te called: 9-14—i6 a dd 5 13o ST Special instructions: . t [� ou* -. G I� tat� � A . )I . Date wanted: 9 - ..�,. 5- g Request 5 . . -� r'I 1 1 1-�-- l �q� - - 1fl \932 -921 ( INSPECTION NO. Approved per applicable codes. INSP ION RECORD Reim a copy with permit CITY'OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 OCCR PERMIT NO. (206) 431 -3670 COMMENTS: Date: 1A/ Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type c o � ' Addresss, N s t 30 Date called: - 71 AG AA-0 AG lock— cr j4 use` i.peepS 76 eE rnu C-K au.T' s,) L..‘D .- p/I.A,r.ncp S Ple .1a da-D p c A,4 1 A Project j w De4 w Type c o � ' Addresss, N s t 30 Date called: Special instructions: /etr eat I b,�4i'e 10'i Ou Q Netca5 -of 14 $1 l e 1 ate- D ate wanted: L a .m. 9' .1 96 Requester. � Pgh na e -1 Nn q4c 19 / WP-97 x5 Inspector: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Date: q (206) 431 -3670 Approved per applicable codes. [Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: .tie " 1:46 d '_ '.^.i'3+ . t -- City of Tukwila Fire Department Project Name O b � NV�a-c c}.< � n v"? mg •\C Address 37.°C1 .� d I r Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature TUKCWILA FIRS DEPARTMENT FINAL APPROVAL FORM John W. Rants, Mayor Thomas P. Keefe, Fire Chief Permit No . IJ t D ' ocOa) FINALAPP.FRM T.F.D. Form F.P. 85 Suite # Zl \c C Date Headquarters Station: 444 Andover P t 71irk gton 98188 • Phones (206) 575 -4404 • Fax (206) 575 -4439 new development i-587 storm drain pipe legal description 7359600408 • .wJ. . Spectrum Engineering' Co. • Consulting Engineers nuommusimmour 644 N. Prospect St..Tacoma, WA•98406 (206)305 -0069 Site Address:.. King county 3208'South 130th'Street • Thkwila, WA 98168 • • Calculated by: . Mark Higginson, P°:E. STRUCTURAL CALCULATIONS' • • for Plan No. I -587 (Northwest Home Designing Inc.) (July 1995) Note: These calculations are not valid without a • red ink;: • • RECEIVED CITY OF .TUKWILA ' JAN .0A 1996 PERMIT CENTER The user of these drawings and calculations acknowledges that drawings and calculations are generic. The drawings and calculations have been designed for the conditions noted on Sheet S1 for the sole purpose of obtaining a Building Permit. The ,user of these drawings and calculations shall have a qualified licensed professional review, modify. and/or complete the plans to.properly take into account all design factors'which are necessary for the specific site, terrain, weather, climate, soil type or bearing capacity, material specification, building code or zoning ordinances. Spectrum Engineering Co. Consulting Engineers Scone of Work Mark Higginson, P.E. Spectrum Engineering Co. 644 N. Prospect St. !Tacoma, WA 98406 (206) 305 -0069 Spectrum Engineering Co. was asked to provide structural calculations for Northwest Home Designing Plan No. I -587. The structure is a split -level home, approximately 2300 s.f., and utilizes "in- line" framing techniques. The following was provided: 1. Lateral Analysis -- Lateral calculations were accomplished for the primary lateral force resisting system of the structure. Appropriate shearwalls, tiedowns, and drag struts were analyzed and designed 2. Gravity Analysis -- Gravity calculations were accomplished for the primary framing members of the residence. Attached are the supporting calculations and construction sketches. Questions regarding the attached information should be addressed to Spectrum Engineering Co. Spectrum Engineering, Co. The user oF these drowtngs ocl-inowledges thal the drawings ore generic. The drawings have been designed For the con611one noted on this sheet. For the sole p obloining o Building Permit.. The user oF these plans shell hove o qualiF professional review. modify and /or complete the plans la properly Le design Foclors which ore necessary For the specific with lerrotn. type or bearing copocily. meLeriol specification. building code or z Plan No. 1-587 Struct. Notes & Shearwall Schedule Spectrum Engineering, Co. 666 N. Psogcet 9t. Plan No. 1 -587 Shearwall & Holdown Layou Job No. 95 -133 S2 of 3 second floor plan main floor plan Engineering, CO. {44 N. PN. P.ct S1. t.,, Twos. WA. 911406 Plan No. -587 ' i.4 DETAILS � l2rs 9 Revision sections main floor plan basement plan Spectrum Engineering Co. Consulting Engineers . 644 N. Prospect St. • Tacoma, WA 98406 (206) 305 -0069 Project Name it/4 • ' - 7 Project Number 95 -/3s By Checked By Date ors Date vertical roof floor Spectrum Engineering Co. Consulting Engineers • 644 N. Prospect St. • Tacoma, WA 98406 (206) 305-0069 laterla analysis seismic force distribution Project Name A./.1-1 '71 .5A 7 Project Number 9 - /3/ By / Date Checked By Date Spectrum Engineering Co. Consulting Engineers .644 N. Prospect St. • Tacoma, WA 98406 (206) 305 -0069 lateral analysis wind transverse direction lognitudinal direction Project Name 'iYr' ' r - ss 7 Project Number 99- i3 ./ By Date s' -9� Checked By Date Spectrum Engineering Co. Consulting Engineers c:\spcgtrum\lauabec 644 N. Prospect St. •Tacoma, WA 98406 (206) 305 -0069 KAn/ 5 4 eS6 e>.•/ Project Name: Project Number: By: Checked By: lateral analysis transverse direction Spectrum Engineering Co. Consulting Engineers 644 N. Prospect St. 'Tacoma, WA 98406 (206) 305 -0069 WALL i z fcaluminl XI I Total Lateral Shear for Wall Enter Number of Shear panels in Wall Total Length of all Shear Panels in Wall 2926 Pounds. 3 Total. (5 max. per calc. sht.) 24 Feet. Project Name: ,c% -5 7 Project Number: ‘5" By: se/ Date 5 - f �� Checked By: Date CA UPLIFT vey■.SIC SHEAR PANEL 'a' Panel Length, b, = 1 4 Ft. Panel Shear, v. =1707 # Dead Load, w, = 60 plf Panel Height, h, = 8 Ft. Wall Above Upl f , T= 0 # (a *w s(b.) 1 +T 1UPLIFT,= 555 # I T • SHEAR PANEL 'b' Panel Length, b = 4 Ft. Panel Shear, ti b = 488 # Dead Load, w = 60 p f Panel Height, h = 8 Ft. Wall Above Upl f , T= P. # (v *h [ % * = Uplyle - b +T IUPLIFT = 855 # I SHEAR PANEL 'c' Panel Length, b = 6 Ft. Panel Shear, v, = 732 # Dead Load, w = 60 p f Panel Height, h, = 8 Ft. Wall Above Uplift , T= 0 # ( v 0t '° ) - Ns w ∎(b eri Upti, - b +T 'UPLIFT, _ 795# I / i .' A Not Applicable Panel Length, b = 0 Ft. Panel Shear, v = # Dead Load, w = 160 plf Panel Height, h = 8 Ft. Wall Above Upl f , T= # ��// (vd *we4bd) z +T b !UPLIFT, _ # NOT APPLICABLE Not Applicable Panel Length, b = 0 Ft. Panel Shear, v, = 0 # Dead Load, w, = 120 pif Panel Height, h, = 8 Ft. Wall Above Uplift, T= 0 # UPhf►. - (v.'h.) /2" :'tb.) +T b, 'UPLIFT,= # NOT APPLICABLE Spectrum Engineering Co. Consulting Engineers 644 N. Prospect St..Tacoma,WA 98406 (206) 305 -0069 WALL 4. 111.CGfllIIIICIICIII101 Sill Total Lateral Shear for Wall Enter Number of Shear panels in Wall Total Length of all Shear Panels in Wall 2926 Pounds. 1 34 Feet. Project Name: Project Number. By: Checked By: Total. (5 max. per calc. sht.) A Z z - -•7 9� — f 3� Date -.5- y� Date T • WWWWEIC SHEAR PANEL 'a' Panel Length, b = 34 Ft. Panel Shear, v =2926 # Dead Load, w = 60 p f Panel Height, h = 8 Ft. Wall Above Uplift, T= # (v,•b' - [3 +w,•(b, )=J ii trli - +T 'UPLIFT = -332 # I ,P Main' T • Not Applicable Panel Length, b = 0 Ft. Panel Shear, v = 0 # Dead Load, w = 60 plf Panel Height, h = 8 Ft. Wall Above Uplf ( ,T= 0 # ll T IUPLIFT NOT APPLICABLE Not Applicable OFt. Panel Shear, v, = 2 # Dead Load, w = 75 Pf Panel Height, k = 0 Ft. Wall Above Upl f , T= 0 # UpGJJ�- (v.h.)- 1 %.w.(b i +T b� Panel Length, b = I UPLIFT = 11 NOT APPLICABLE Not Applicable Panel Length, b = 0 Ft. Panel Shear, v = 0 # Dead Load, w = 160 p f Panel Height, h = 8 Ft. Wall Above Uplii, T = JJ 11 # (vish,) - f %swjs(b) J M s - +T b I UPLIFT d = NOT APPLICABLE T • Not Applicable Panel Length, b = 0 Ft. Panel Shear, v, = 0 # Dead Load, w, = 120 p if Panel Height, h, = 8 Ft. Wall Above Upl f , T= 0_ # 11: UP/O, _( :'h 0 Y2swAbj + b, )UPLI # NOT APPLICABLE Spectrum Engineering Co. Consulting Engineers ammairdiummind 644 N. Prospect St..Tacoma, WA 98406 (206) 305 -0069 WALL © i lJJ su uau,k$aalt 2I II Total Lateral Shear for Wall Enter Number of Shear panels in Wall Total Length of all Shear Panels in Wall O 3876 Pounds. 2 Total. (5 max. per calc. sht.) 29 Feet. Project Name: Ab, Project Number: , - By: i,,r,/ Date Checked By: Date i T • SHEAR PANEL 'a' Panel Length, b, = 6 Ft. Panel Shear, v = 802 # Dead Load, w. = 170 p f Panel Height, h = 8 Ft. Wall Above UpJt, T= 795 ( Uphf — +T b, IUP.LIF.T = 1354 # I 1..) NDy 2— SHEAR PANEL 'b' Panel Length, b = 23 Ft. Panel Shear, v =3074 # Dead Load, w = 60 plf Panel Height, h = 8 Ft. Wall Above Upl , T= 555 # (vbshe) —f %swi *(bi) Uplift — b +T IUPLIFT 934 # 71"./ ../ -7-7 /s-7 , Q T .♦ Not Applicable Panel Length, b, = 6 Ft. Panel Shear, v = 802 # Dead Load, w = 60 p f Panel Height, k = 8 Ft. Wall Above Uplift, T= Q # ptlt — b !UPLIFT,= NOT APPLICABLE Not Applicable Panel Length, b = Q Ft. Panel Shear, v = Q # Dead Laad, w = 160 p f Panel Height, h = 8 Ft. Wall Above Uplift, T =JJ l # (vd hd) - f 2`wd'1bd) tll +T b I UPLIFT = NOT APPLICABLE Not Applicable Panel Length, b, = Q Ft. Panel Shear, v, = # Dead Laad, w, = 120 pl Panel Height, h, = 8 Ft. Wall Above Uplift, T= 0_ # r (v..h.) :s(b.) : +T UPhfl. — b, UPLIFT, = u K NOT APPLICABLE Spectrum Engineering Co. Consulting Engineers sommammidebam 644 N. Prospect St..Tacoma, WA 98406 (206) 305 -0069 WALL 4 . ol�rwu�irn�tini n Total Lateral Shear for Wall Enter Number of Shear panels in Wall Total Length of all Shear Panels in Wall 2079 Pounds. 2 Total. (5 max. per talc. sht.) 23 Feet. Project Name: „di x_58 Project Number: s -/3 V By: Date 4 5 -9'5 Checked By: Date 'UPLI FT° . 263 # I T • SHEAR PANEL 'a' Panel Length, b, = 4 Ft. Panel Shear, v = 362 # Dead Load, w = 230 p f Panel Height, h = 8 Ft. Wall Above Uplift, T= 0 # 1 LL, ..hJ - %. .(brl UPli, - +T L T • SHEAR PANEL 'b' Panel Length, b = 19 Ft. Panel Shear, v =1 717 # Dead Load, w = 125 p f Panel Height, h = 8 Ft. Wall Above Uplift, T= 0 # (vb •h.) N.wi (bb) Uptifi - b +T J -464 # Not Applicable 0 Ft. 0# Dead Load, w = 75 Pf Panel Height, k = 0 Ft. Wall Above Upl f ��,��T 0 # UA Panel Length, b = Panel Shear, v, _ I UPLIFT = NOT APPLICABLE Not Applicable Panel Length, b = 0 Ft. Panel Shear, v = 0 # Dead Load, w = 160 p f Panel Height, h = 8 Ft. Wall Above f ove Upl ��, T = 11 # (vdhd) [ /2swd 4bd) `?'mod • - +T b j = NOT APPLICABLE Not Applicable Pane! Length, b = 0 Ft. Panel Shear, v = 0 # Dead Load, w, = 120 Pf Panel Height, k = 8 F Wall Above Upl f , T= 0 # (v •h j -[ y, ;•(b.)2] +T tJPfifi, b, UPLIFT = NOT APPLICABLE Spectrum Engineering Co. Consulting Engineers simiurnikimmoNes 644 N. Prospect St. .Tacoma, WA 98406 (206) 305 -0069 WALL c:tspectrwnicbrnlbl shi Total Lateral Shear for Wall Enter Number of Shear panels in Wall Total Length of all Shear Panels in Wall 4055 Pounds. 1 34 Project Name: „/ .= sg Project Number: g5- - /35/ By: ,L- /Date 5 - 5 6' By: Date Total. (5 max. per talc. sht.) Feet. T • SHEAR PANEL 'a' Panel Length, b = 3 4 Ft. Panel Shear, v =4055 # Dead Load, iv.. 184 p f Panel Height, h, = 8 Ft. Wall Above Uplift, T= _ 0 # (..h.) — [X *w *(b.) +T b. UPLIFT = -2174 # I T • Not Applicable Panel Length, b = Panel Shear, v = Dead Load, w = Panel Height, h = Wall Above Uplift, T= O Ft. 0# O p f 8 Ft. 0# ���� �► L (va'h�)' 12'wb'(14) x +T b UPLIFT = NOT APPLICABLE T • Not Applicable Panel Length, b = 0 Ft. Panel Shear, v = 0 # Dead Load, w.. = 7 pll Panel Height, k = 0 Ft. Wall Above Uplift , T= 0 # (v•hc) —t 12• . ,•(b ° ) = 1 UpliJt� b +T I UPLIFT = # NOT APPLICABLE Not Applicable Panel Length, b = P. Ft. Panel Shear, v = 0 # Dead Load, vd = 160 p f Panel Height, h = 8 Ft. Wall Above Upl , T= # ( 172 Zia , — +T b, IUPLIFT NOT APPLICABLE T -A Not Applicable Panel Length, b = 0 Ft. Panel Shear, v = 0 # Dead Load, w, = 120 p f Panel Height, h = 8 Ft. Wall Above Uplift , T= P # aprh _ ('•h ' ) —[Y2'w `'(b.) 1 +T ` b, I = NOT APPLICABLE Spectrum Engineering Co. Consulting Engineers immaimilimmina WALL C: 644 N. Prospect St..Tacoma, WA 98406 (206) 305 -0069 tspxUumlcJlenlbt 4tlt Total Lateral Shear for Wall U Enter Number of Shear panels in Wall 0 Total Length of all Shear Panels in Wall C I 402 Pounds. I 6 Project Name: Project Number: By: Checked By: Total. (5 max. per calc. sht.) Feet. T • SHEAR PANEL 'a' Panel Length, b = 6 Ft. Panel Shear, v = 402 # Dead Load, iv. = 170 p f Panel Height, h = 8 Ft. Wall Above Uplift, 0_ , T= 1 # ( ,.try) 'w.(ba) +T b, 1UPLIFT,= 26 # Not Applicable Panel Length, b = Panel Shear, v = Dead Load, w = Panel Height, h = Wall Above Uplift, T= O Ft. 0# O pf $ Ft. 0 # (vb * h0 — [/2' 1R► — +T IUPLIFT NOT APPLICABLE T • Not Applicable Panel Length, b = 0 Ft. Panel Shear, v, = 0 # Dead Load, i+'. = 75 Pf Panel Height, h. = 0 Ft. Wall Above Uplift, T= 0 # 'UPLI FT,. u n NOT APPLICABLE Not Applicable Panel Length, b = P. Ft. Panel Shear, v = Q # Dead Load, w = 160 p if Panel Height, h = 8 Ft. Wall Above Uplift, T. # (vi hi)- [72ewi .{ba)21 +T .t, - I NOT APPLICABLE Not Applicable Panel Length, b, = 0 Ft. Panel Shear, v, = 0 # Dead Laad, w, = 120 p f Panel Height, h, = 8_ Ft. Wall Above Upli T= 0 # U (.'h.) - 1 y.w .(b )21 +T UPLIFJ_ # NOT APPLICABLE Date -5-- 95 Date lateral analysis longitudinal direction Spectrum Engineering Co. Consulting Engineers u:Vpcorurr 4ulablu 644 N. Prospect St. •Tacoma, WA 98406 (206) 305 -0069 Project Name: Project Number: By: Checked By: ,via z= -5 g 7 Rate Pate longitudinal direction Spectrum Engineering Co. Consulting Engineers 644 N. Prospect St. •Tacoma, WA 98406 (206) 305 -0069 /Gr / TL�I�i.✓L2L /.�EGTM ......... .... ..... = ++mo rev.,•... .... _m,.,n ,na -. ..:aca: n.�a•- ..... Project Name: i3 5 �7 Project Number: — / 34, By: "4. Date — 95 Checked By: Date Spectrum Engineering Co. Consulting Engineers samismaiimmine 644 N. Prospect St..Tacoma, WA 98406 (206) 305 -0069 WALL �1 c �:natlt a,i_�m Total Lateral Shear for Wall Enter Number of Shear panels in Wall Total Length of all Shear Panels in Wall 2057 Pounds. 2 Total. (5 max. per calc. sht.) 15 Feet. Project Name: N,1179 16 . -- ss Project Number: .95 /35' By: / Date s- 7� Checked By: Date T • WWWWWW SHEAR PANEL 'a' Panel Length, b, = 5 Ft. Panel Shear, a = 6 8 6 # Dead Load, w = 270 p f Panel Height, h = 8 Ft. Wall Above Upl f , T= 0 # (a*hs)- � x Up1, - +T b J UPLIFT, _ 422 # 1 T SHEAR PANEL 'b' Panel Length, b = 1 Ft. Panel Shear, v = 1371 # Dead Load, w = 270 p f Panel Height, h = 8 Ft. Wall Above Upl f , T= _0 # (v 1 % "44 b )2 E UpGJi - b +T IUPLIFT 253 # I A% 1.1 / Not Applicable Panel Length, b = 2 Ft. Panel Shear, v = Q # Dead Load, w = 7 plf Panel Height, k = 0 Ft. Wall Above Upl f � , � T= _Q # (v. [12 l Uplifl - +T b. 1UPLI = # NOT APPLICABLE Not Applicable Panel Length, b = Q Ft. Panel Shear, v = Q # Dead Load, w, = 160 plf Panel Height, h = 8 Ft. Wall AboveUplf,T = # (vvG 1 %*vr bi) E Oa- +T b, 1uPL # NOT APPLICABLE Not Applicable Panel Length, b, = Q Ft. Panel Shear, v, = Q # Dead Load, w, = 120 pif Panel Height, k, = 8 Ft. Wall Above Upl f , T= Q # ���� (v.•h.) -El2•w •(b.) x Uplift, = +T b, `UPLIFT = NOT APPLICABLE Spectrum Engineering Co. Consulting Engineers 644 N. Prospect St. .Tacoma, WA 98406 (206) 305 -0069 WALL c tspatrumicncuttokat [ Total Lateral Shear for Wall Enter Number of Shear panels in Wall Total Length of all Shear Panels in Wall O 2541 Pounds. 2 Total. (5 max. per talc. sht.) 7 Feet. Project Name: ,v44.0 ' z —. s a - 7 Project Number: By: Checked By: 9s /3 S/ # 4, —Date Date T • SHEAR PANEL 'a' Panel Length, b = 3_5 Panel Shear, v Dead Load, w = 60 Panel Height, h = 7/5 - c T /4.- //e/ 7? ,B Ft. Pf Ft. Wall Above Upl f , T= 0 l # ( [lphft +T b 1 UPLIFT, = 2799 SHEAR PANEL 'b' Panel Length, b = 31 Ft. Panel Shear, ti b -1271 # Dead Load, w = 60 p f Panel Height, h = 8 Ft. Wall Above Upli , T= _ 0 # 1 (v l/ 2•x " •(b e )2 1 Uplift - b +T !UPLIFT; _ 2799 # I /6z1-7--;13 Not Applicable Panel Length, b = Panel Shear, v,. _ 0 Fl. 0 Dead Load, w„ = 25 PI Panel Height, h = 0 Ft. Wall AboveUplf,T= 0 # rl (v •h.) - [)•' `•(b`) +T 'UPLIFT NOT APPLICABLE T • Not Applicable Panel Length, b = 2 Ft. Panel Shear, v = 0 # Dead Load, w = 160 pif Panel Height, h = 8 Ft. Wall Above Uplift // T= # (ve 1 %*w_*(bir 11 Upb,Jtd- b +T b1 lUPLIFT = NOT APPLICABLE Not Applicable Panel Length, b, = 0 Ft. Panel Shear, v, = 0 # Dead Load, w, = 120 p f Panel Height, h, = 8 Ft. Wall Above Uplift, T. 0 # (:•h.) - j /2•' ."lb.) +T UPHfi, - b ' # NOT APPLICABLE Spectrum Engineering Co. Consulting Engineers mommiimmimin 644 N. Prospect St..Tacoma, WA 98406 (206) 305 -0069 WALL C3) - D jICZU WII %.4LCIUWl SIII Total Lateral Shear for Wall (2) 585 Pounds. Enter Number of Shear panels in Wall Total Length of all Shear Panels in Wall 2 10 Feet. Project Name: ' - Project Number: 9s - i By: ,C,// Date Checked By: Date Total. (5 max. per calc. sht.) CUM T T • SHEAR PANEL 'a' Panel Length, b. = it Ft. Panel Shear, i a = 234 # Dead Load, w., = 100 plf Panel Height, h = 8 Ft. Wall Above Uplift , T= 0 # (v..h) %2`w , 4b.) 2 +T b l UPLIFT, _ 268 # I T • SHEAR PANEL 'b' Panel Length, b = Panel Shear, v6 = 351 # Dead Load, w = 100 p f Panel Height, h = 8 Ft. Wall Above Uplh, T= 0 # (vb'b.) -f y "°b *(bb) l Uplift, — +T b IUPLI FT b . 168 # T • Not Applicable Panel Length, k= Panel Shear, v = 0 # Dead Load, w, = 75 plf Panel Height, k = 0 Ft. Wall Above Uplift, T= 0 # u ; ( j_iy.r.(k)21 +r PI.JI�— b IUPLI = # NOT APPLICABLE Not Applicable Panel Length, b = 0 Ft. Panel Shear, v = 0 # Dead Load, w = 160 p i! Panel Height, h = 8 Ft. Wall Above Uplift, T= # ( 1/2 L.fe — +T b 'UPLIFT; = # NOT APPLICABLE Not Applicable Panel Length, b, = Q. Ft. Panel Shear, v, = 0 # Dead Load, w, = 120 p f Panel Height, h = 8 Ft. Wall Above Uplift, T= 1 0 # ( 1 72" :.(k)2 Uptrfr, — +T b, lUPLIFT, = # NOT APPLICABLE Spectrum Engineering Co. Consulting Engineers offigninamshimai 644 N. Prospect St..Tacoma, WA 98406 (206) 305 -0069 WALL ispcnnunvumiK,i ,nt Total Lateral Shear for Wall Enter Number of Shear panels in Wall Total Length of all Shear Panels in Wall Project Name: .4/ 9Z g Project Number: 95 - i3c/ By: �� Date S —�S Checked By: Date T • SHEAR PANEL 'a' Panel Length, b = Panel Shear, ti. =1929 # Dead Load, w. = 110 p if Panel Height, h, = 4 Ft . Wall Above Uplift, TM799 # LpliJt, — +T b, , 4811 # I C1UPLI -r T SHEAR PANEL 'b' Panel Length, b Panel Shear, v = 1929 # Dead Load, w = 1 10 pit Panel Height, h = 4 Ft. Wall Above Uplift, M799 # (vb'hb) Upt — +T b 'UPLIFT; = 4811 I T • Not Applicable Panel Length, b = 0 Ft. Panel Shear, v = 0 # Dead Load, w = 7 plf Panel Height, h = 0 Ft. Wall AboveUplf,T= 0 # R. - (v.'hh) ( %'w, *(h )31 + b� !UPLIFT,. = NOT APPLICABLE T Not Applicable Panel Length, b = 0 Ft. Panel Shear, v = 0 # D e a d Load, w = 160 p f Panel Height, h = 8 Ft. Wall Above Upl f, T= # (vah,) - [Yebr Ab,) +7' Lftr — b b l NOT APPLICABLE T • Not Applicable Panel Length, b, = P. Ft. Panel Shear, v, = 0 # Dead Load, w, = 122 pf Panel Height, h, = 8 Ft. Wall AboveUplf,T= 0_# UP.11•— 'UPLIFT; = NOT APPLICABLE Spectrum Engineering Co. Consulting Engineers miumbiliammisi 644 N. Prospect St..Tacoma, WA 98406 (206) 305 -0069 WALL r b Sill Total Lateral Shear for Wall Enter Number of Shear panels in Wall Total Length of all Shear Panels in Wall 2648 Pounds. 2 Total. (5 max. per calc. sht.) 15 Feet. Project Name: ,VM? Project Number: 9.5 — By: /i / Date s -r Checked By: Date CT T SHEAR PANEL 'a' Panel Length, b, = 5 Ft. Panel Shear, v = 883 Dead Load, w = 320 p f Pane! Height, h, = 8 Ft. Wall Above Uplift, , T = # LPh.I,- b 'UPLI F T ,. 1034# I T • SHEAR PANEL 'b' Panel Length, b = 10 Ft. Panel Shear, tib =1765 # Dead Load, w = 320 PI Panel Height, b = 8 Ft. Wall Above Upl f ] , // T= ( 0 # (vbel)_[12ewb.(b,) 1 iTplrJt, - +T b, IUPLIFT -188# I Not Applicable Panel Length, b = 0 Ft. Panel Shear, v = 0 # Dead Load, w. = 7 plf Panel Height, b = 0 Ft. Wall Above Upl f , T= 0 # Uptt - b +T I = NOT APPLICABLE Not Applicable Panel Length, b = 0 Ft. Panel Shear, v = 0 # Dead Load, w = 160 plf Panel Height, h = 8 Ft. Wall Above Upl fi�, T= # (vi hd� [72ewd*b )2I +T lid - b, IUPLI = NOT APPLICABLE T Not Applicable Panel Length, b = U Ft. Panel Shear, v, = 0 # Dead Load, w, = 120 p f Panel Height, h = 8 Ft. Wall Above Uf pl , T= 0_ # (v'h.) 1% Uplh, - b +T 1UPLIF7 K I NOT APPLICABLE Spectrum Engineering Co. Consulting Engineers suismaimilimmas 644 N. Prospect St. •Tacoma, WA 98406 (206) 305-0069 WALL @) I. Asp= ii w11,I»,1xII _uu Total Lateral Shear for Wall () 836 Pounds. Enter Number of Shear panels in Wall Total Length of all Shear Panels in Wall Total. (5 i x. per calc. sht.) Feet. Project Name: /V -ij r =r�g -7 Project Number: 4 5 ' /..3 V By: X Date • - -' 5" . " Checked By: Date GIMLET T • WICK& L• SHEAR PANEL 'a' Panel Length, b = 6 Ft. Panel Shear, v = 836 # Dead Load, w. = 110 P f Panel Height, h = 8 Ft. Wall Above Upl, T= 0 # L i 2 ( v!i,)- /2•' a•(ba) UpifrJl, - +T b„ l UPLIFT,= 785 i* I Not Applicable Panel Length, b = 0 Ft. Panel Shear, v = 0 # Dead Load, w = 100 P f Panel Height, h = 8 Ft. Wall AboveUpljY,T= 0 # (vbal) -[ 2•wa•(bi) WA- +T b, IUPLIFT 11 NOT APPLICABLE T • Not Applicable Panel Length, b = 0 Ft. Panel Shear, v,, = 0 # Dead Load, w, = 75 p f Panel Height, h = 0 Ft. Wall Above Uplift, T= 0 # (v •h.)—[72•w •(b) [ Uphf-- b +T 'UPLIFT; = NOT APPLICABLE Not Applicable Panel Length, b = 0 Ft. Panel Shear, v = 0 # Dead Load, w = i 160 p f Panel Height, h = 8 Ft. Wall Above Upl i, T= # (vi hi) [72 1Jhfl1- b +T • IUPLIFT NOT APPLICABLE Not Applicable Panel Length, b, = 0 Ft. Panel Shear, v, = 0 # Dead Load, w, = 120 p f Panel Height , h, = 8 _ Ft. Wall Above Uplift, T= 0_ # Y 2 Uptijr, - 8, 'UPLIFT; = NOT APPLICABLE Spectrum Engineering Co. Consulting Engineers iimmiimmimmi 644 N. Prospect St. .Tacoma, WA 98406 (206) 305 -0069 WALL Total Lateral Shear for Wall Enter Number of Shear panels in Wall 1658 Pounds. Total Length of all Shear Panels in Wall O 12.5 Feet. Total. (5 max. per calc. sht.) Project Name: - 7 Project Number: � - By: / c,A 4 7 Date 5 - Checked By: Date CAUPLIFT • T • SHEAR PANEL 'a' Panel Length,b0 — 12.5 Ft. Panel Shear, v =1658 # Dead Load, w. = 6U plf Panel Height, h„ = 8 Ft. Wall Above Uplift, T =0 # (vA) —[x• w �/ Ibi 1 + T UPLIFT = 686 # 1 i m w..u.auu 11-III all. T • Not Applicable Panel Length, b = 0 Ft. Panel Shear, v = 0 # Dead Load, w = 320 p f Panel Height, h = 4 Ft. Wall Above Uplift, T= 0 # ` 1Y % *(b Uplift — +T b 'UPLIFT; = NOT APPLICABLE T • Not Applicable Panel Length, b. = 0 Ft. Panel Shear, v, = 0 # Dead Load, w. = 7 plf Panel Height, b = 0 Ft. Wall Above Upl f , T= 0 # (vr•hrl — (yw•(br)21 Upti — b +T !UPLIFT,. = NOT APPLICABLE Not Applicable Panel Length, b = 0 Ft. Panel Shear, v = 0 # Dead Load, w = 1160 p f Panel Height, h = 8 Ft. Wall Above Uplift, T= # (vi — f J2 .,�bi1 UptiJt — b +T d (UPLIFT = NOT APPLICABLE Not Applicable Panel Length, b = D. Ft. Panel Shear, v = 0 Dead Load, w = 120 p f Panel Height, h, = 8 Ft. Wall Above Uplift , T= 0 # ,•h ra — (y p •(b b `UPLIFT = # NOT APPLICABLE Spectrum Engineering Co. Consulting Engineers imimadiiimiame 644 N. Prospect St. 'Tacoma, WA 98406 (206) 305 -0069 WALL O7 Total Lateral Shear for Wall Enter Number of Shear panels in Wall Total Length of all Shear Panels in Wall 1020 Pounds. 2.25 Feet. Project Name: ' 7 Project Number: y5- i3/_ By: , /' Date Checked By: Date Total. (5 max. per calc. sht.) T • SHEAR PANEL 'a' Pane! Length, b, -2.25 Ft. Panel Shear, v =1020 # Dead Load, w. = 320 p if Panel Height, h = 8 Ft. Wall Above Upli, , T= 0 # (. — [ *w s (be), +T b, 1UPLIFT 3267 # T A Not Applicable Panel Length, b = 0 Ft. Panel Shear, v = 0 # Dead Load, w = 320 p f Panel Height, h = 4 Ft. Wall Above Uplift, T= 0 # 2 (vb'hb) - ) , wb'(bb) Upli — +T b. l NOT APPLICABLE T • Not Applicable Panel Length, k = 0 Ft. Panel Shear, v = 0 # Dead Load, w = 7 plf Panel Height, k = 0 Ft. Wall Above Uplh, T= 0 # (°'h.) % k) — +T b 'UPLIFT; = NOT APPLICABLE Not Applicable Panel Length, b = 0 Ft. Panel Shear, v = 0 # Dead Load, w = 160 p f Panel Height, h, = 8 Ft. Wall Above Uplift, T = # (vj*hd) -(/ L•wjs(bd)21 1 Up6J1 — b +T l = i NOT APPLICABLE Not Applicable Panel Length, b, = 0 Ft. Panel Shear, v, = 0 Dead Load, w, = 120 p f Panel Height, h, = 8 Ft. Wall Above Uplift, T= 0 # (v..h.) '(b.) +T `UPLIFT = NOT APPLICABLE cAxt1Fr 1.671.411111106 11.41LAR Spectrum Engineering Co. Consulting Engineers siffiminsausim 644 N. Prospect St..Tacorna, WA 98406 (206) 305-0069 WALL ( ) C 1tip -carer 11L'I 1ault 1 - Jll[ Total Lateral Shear for Wall (C1) Enter Number of Shear panels in Wall (C 1 Total Length of all Shear Panels in Wall C 1� 1213 6 Pounds. Feet. Project Name: ,v,/- Project Number: .95 i3 7 By: /c.—Ac/Date S - 9 1 Checked By: Date Total. (5 max. per calc. sht.) T • SHEAR PANEL 'a' Panel Length, b = 6 Ft. Panel Shear, v =1213 # Dead Load, w = 5.. p f Patel Height, h = 4 Ft. Wall Above Upl f , T= 785 # e — b T JUPLIFJ; 1249 / ?41' -z-,Z cur T • Not Applicable Panel Length, b = Ft. Panel Shear, i b = 0 # Dead Load, w = 320 p f Panel Height, h = 4 Ft. Wall Above Upl f , T= rr 0 # (v sh ( % » ` b j 1 b, I UPLIFT = NOT APPLICABLE Not Applicable Panel Length, b = Q Ft. Pane! Shear, v = 0 # Dead Load, w = 7 plf Patel Height, k = 0 Ft. Wall Above Upl f , T= 0 # rr z v.h�) % Uplifl� - b + T IUPLIFT NOT APPLICABLE Not Applicable Panel Length, b = 0 Ft. Panel Shear, v = 0 # Dead Load, w = 160 p f Panel Height, h = a Ft. Wall Above Uplift, ' T = # (vd.tld)—()4.wd (bd�, L$Lfl — b + T IUPLI FT' d _ NOT APPLICABLE T Not Applicable Panel Length, b, = 0 Ft. Panel Shear, v, = 0 # Dead Load, w, = 120 p f Panel Height, h, = 8 Ft. Wall Above Upl f , T _0 # (v'h.) (Y UpbJt, — b +T !UPLIFT,= NOT APPLICABLE • . Project Name A.-ti-it) < g ectrum Enmeering Co Project Number Consulting Engineers 644 N. Prospect St. • Tacoma, WA 98406 (206) 305-0069 wall studs Spectrum ectrum En ineerin Consulting Engineers , 644 N. Prospect St. • Tacoma, WA 98406 (206) 305-0069 Project Name .A4171/42 Prolect NuwL ... • • By /* Date Checked By By Date wall studs stresses allowables Spectrum Engineering Co. Consulting Engineers 644 N. Prospect St. • Tacoma, WA 98406 (206) 305-0069 Project Name Project Number 9 — /33 By Date s-, Checked By Date gravity analysis gravity analysis floor framing Spectrum Engineering Co. Consulting Engineers • ,644 N. Prospect St. • Tacoma, WA 98406 (206) 305 -0069 rroject Name = 0 7 Project Number •5 — X 33 By �Date Checked By Date • .r:xsw, x..M4u wa.......m-.m ou.r.rwrv.W1M 44 ".!1101WA47 V OTA. Cf d; N .P.AVer•V+'41tIVRIFTiPgfrgCrAmi ,,,,, ,, 05 -21 -1995 16:53:26 gra- Spec v4.41 145010568 1001 Spectrum Engineering Company 644 N. Prospect St. Tacoma, WA 98406 USA Phone: 206 305 -0069 206 305 -0069 Page 1 of 1 TJSPECB Name: Mark Bigginson Project Name: Plan No. I -587 Page Title: Based on Allowable Stress Design (ASD) UBC building code for TJM products available through Distribution(Residential) Application Floor - Res. Deflection Criteria (MR) Member Use JOIST Load Classification Floor LL Defl TL Defl Member Top Slope(in /ft)... 0.000 Load Duration Factor 1.00 Span 1 L/384 L/240 Roof Slope(in /ft) 0.000 Live Load(psf) 40.0 Span 2 L/456 L/240 Floor Decking . $ Dead Load(psf) 10.0 Repetitive Member Use....,..,, f Reinforced Overhangs M/A 11.875" TJIcR /25DF JOIST @ 24.0" o/c 16'- 0.00" " 19'- 0.00" SIZE ANALYSIS - ASD IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. The load conditions considered in this design include Alternate member loading. The maximum unbraced length(s) shown are based on the controlling compressive forces on either the top or bottom edges of the member. Lateral bracing needs to be properly attached and positioned to achieve stability. Bearing length exceeds 3.5 inches at bearing 2 Specifier guide span exceeded for span 2. Strength and selected stiffness criteria have been met. Maximum Design Allowable Control Shear(lb) 1156 1057 < 1562 148% LT. end Span 2 under Floor loading Reaction(lb) 2200 2200 = 2200 100$ Bearing 2 under Floor loading Moment(ft -lb) 3913 3913 < 4550 116$ RT. end Span 1 under Floor loading Live Defl.(in) 0.442 < 0.500 L/515 MID Span 2 under Floor ALTERNATE span loading Total Defl.(in) 0.523 < 0.950 L/436 MID Span 2 under Floor ALTERNATE span loading Span 1 Span 2 - Max. Reaction Total(lb) 678 2200 806 Live(lb) 561 1760 657 Required Brg. Length(in) 1.75(W) 4.75(W) 1.75(W) Max. Unbraced Length(in) 43 33 36 Copyright `C 1994 by Trus Joist MacMillan, a limited partnership, Boise, Idaho. TJI is a registered trademark of Trus Joist MacMillan. TJ- Spec'" is a trademark of Trus Joist MacMillan. 05 -21 -1995 16:56:14 ,,... ....,............__......,«.,,,_.,.,.-..,,........,.,......., .», «_.,..,h.».ax. e.... u ..,....ew,- ...,...wc..�a sawt°' t.,: ra' �Yrr�# 3rrana++ �t.�.,.n.isHr>m :�'tatnr�*mc�:�: fra- S•BCTM v4.41 145010568 1001 Spectrum Engineering Company 644 N. prospect St. Tacoma, NA 98406 USA Phone: 206 305 -0069 206 305 -0069 Name: Mark Rigginson Project Name: Plan No. I -587 Page Title: Based on Allowable Stress Design (ASD) UBC building code for TJM products available through Distribution(Residential) Application Floor - Res. Deflection Criteria (MR) Load Classification Floor LL Defl TL Defl Load Duration Factor 1.00 Span 1 L/456 L/240 Live Load(psf) 40.0 Dead Load(psf) 10.0 Shear(lb) Reaction(lb) Moaent(ft -lb) Live Defl.(in) Total Defl.(in) Maximum 950 950 4513 Max. Reaction Total(lb) 950 Live(lb) 760 Required Brg. Length(in) 1.75(W) Max. Unbraced Length(in) 11.875" TJI /55DF JOIST @ 24.0" o/c 19'- 0.00" SIZE ANALYSIS - ASD IMPORTANT: The analysis presented below is output from software developed by Trus Joist MacMillan(TJN). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. The maximum unbraced length(s) shown are based on the controlling compressive forces on either the top or bottom edges of the member. Lateral bracing needs to be properly attached and positioned to achieve stability. Design Allowable 950 < 1925 950 < 1400 4513 < 9282 0.382 < 0.500 0.477 < 0.950 Span 1 950 760 1.75(W) 86 Control 203$ LT. end Span 1 under Floor loading 141% Bearing 1 under Floor loading 206% MID Span 1 under Floor loading L/597 MID Span 1 under Floor loading L/478 MID Span 1 under Floor loading Copyright '°' 194 by Trus Joist MacMillan, a limited partnership, Boise, Idaho. TJI is a registered trademark of Trus Joist MacMillan. TJ- Spec is a trademark of Trus Joist MacMillan. Pa9e 1 of 1 TJSPECB Member Use JOIST Member Top Slope(in/ft) 0.000 Roof Slope(in /ft) 0.000 Floor Decking 8 Repetitive Member Use Y Reinforced Overhangs N/A Spectrum Engineering Co. • Consulting Engineers inp■ , 644 N. Prospect St. • Tacoma, WA 98406 (206) 305-0069 gravity analysis floor framing garage header Project Name --A •G•iE:3 Project Number 9•5' By Date as Checked By Date e .577. 4.7 = 7 .5 Instructions: 1) Carefully review the requirements of each of the options below. Choose an option that best suits your dwelling design. Glazing percentage typically determines which option to choose. Your building must match the selected Option requirements without exceptions or substitutions. 2) In the shaded areas on the pages that follow, make checks in the circles next to the requirements of your Option (the Option numbers are in paretheses next to the choices). Disregard components or equipment that don't apply to your project. Your permit will be processed more efficiently if you provide all of the requested information. Department staff can help you with general questions about this form. Can't comply? If none of the Chapter 6 Options are acceptable, consider the Chapter 5, Component Performance, Approach. The main advantage is flexibility to juggle individual R and U- values as long as a n overall maximum value isn't exceeded. Note that the overall thermal requirements of Chapter 5 are no less stringent than Chapter 6. Calculations may be performed with a Chapter 5, Component Performance Worksheet, or by using an acceptable computer program such as WATTSUN 5.1. Plan Review (For official use only) Selected Option is appropriate for this dwelling design. YES ❑ No ❑ Option _ may be a better choice. Notes: Approved by: Date: Page 1 of 6 :t3. ?a iv:CCi2t£. ±c' "WK. 3' +r•tt,#'+� ''' � l? ti.•:k•..i\ ) }C, ?<' \:51� +¢ti. . \':G. 0 "IA r tit City of Tukwila ". OZ'3 \ \'• 4 . - t . -- :::< :•'::4.,...3+1 ' ::;i ?. .fi. HVAC AFUE Glazing max: % of floor U -value 2 Door U -value (R- value) Ceilings: with attics vaulted Walls: above grade below grade interior or exterior Floor Slab on grade OPT I I OPT II OPT Iii a .78 12% 0.65 0.40 (R -2.5) R -30 R -30 R -15 R -15 R -10 R -19 R -10 OPT IV z.78 21% 0.65 0.40 (R -2.5) R -30 R -30 R -19 R -19 R -10 R -19 R -10 OPT V OPT VI (s 2 stales) 0 OPT VII (s2 stories) 0 WEES/NORAD /APR 8, 1991 Footnote: 1) The "z" symbol means more than or equal to; "s" means less than or equal to. 2) Glazing trade -offs may be made if the Option U -value requirement isn't exceeded. Sta.b:',;:l nStitat1O .41 )1' 0 A. Exterior (See .................... .... • B. interiorexiending downward from the topsiab surface tolts undersurfce and • horizontally under the slab for a total distance of 24", or vertically 24'!.: Ra diant ns • 13 • A. Exterior and rated A (See INSULATION PHASE). . V • OR GB. Interi�r (See • T • ..... . . o Thermai break(s) shall.be placed in the slab (S. 502,1.4.8; 201;1: BUILDING ENVELOPE) . .. • atc■9000'.J. slati • • d ..................................................................................................................................................................................................... . . . .................................................................................................................................................................................................................. . . . . El Rad • ..... o A. Net foundation ventilation area is less than I FT2 per 300 Ft2 of crawl space C. Crawl space acts as a supply, or ....................................... . . COMPLIANCE f REQUIRED INSPECTION APPROVED IMPORTANT: Supply information in the shaded area by checking the 2 / appropriate circles. Disregard topics that don't describe your building or equipment. DILN..0_1 place checks in the two left columns. WSEC Foundation phase requirements: Inspected by: Date •::::::0PaggatnireatONO . A : alga i S : 240Ma o Insulation baffles shall be placed in attics/ceilings to maintain at least 1" ventilation space and extend at least 6" vertically above batts or 12" vertically above loosefill insulation (S. 502.1.4.5). D G lazing efficiency ..r066ireci,Under:thsplebted;opiion O� U.70 (Option I) U.65 (Options Ii, IV) C � U.75 (Option iii) ; . . Symbols used = equals > greater than < less than z greater than or equal s less than or equal UPDATED APRIL 0, 1991 Page 2 of 6 Type: No: Area: X 2 U. Yes Q Type: No: Area X 2 U Yes 0 COMPLIANCE REQUIRED sg}e r ,:tikti \',: <C <! i�j < :'4113": i�iY,.•ti5 �'� >•+ckf' « ,.��,"` c�eL•�C�� $ ,�,. � • g,.Aa�c. x yy� 3 . . . �t< > +>a; <,i , : � <. .<..:. .<:i<v a ).yv. . >,c•.r.v: .tts. <. a ..,S,a.✓.<aiv.3. <3 r a: c:.. I] El 0 0 El ❑ ■ ll 4e' x4 Tem / ,„o t INSPECTION APPROVED ll a a Il E$%< •:t;`:ofsv + :S: ;:Cf: :$ ( .3 t [ t t fi ? t � nuntie Maximum Al lowed glaz ing a rea(S 602 8 1) fs derived by taking the the total glazing are, tf ultipty this number by 100 s value can't exceed the. gazin percentage fo your selected i Q s 10% (Option l) Q s 12% (Option II) s 21% (Options III, IV, V) 0.� 25 %(Option VI) Cl s 30 %0 (Option VII) IMPORTANT: Please supply Information In the shaded boxes and check the appropriate circles. Disregard topics that don't describe your building or equipment. DO NOT place checks in the two left columns. Glazing /skylights by type (S. 302) See the Washington glazing directo No Manufacturer Frame material # Layers Model # Area (Ft2) Uo value Tested? a 2,070 li (, A._.C. I ) (ca L1 I ., L., eW &6 o (00O5 ( 30 'Single Glazing (No more than 1% of floor area before doub ing, S. 602.7.2) 3 r 60 ., QU /Q444- C) C7 u _L U.s ( U, ra U U U. U Yesgl Yes Yes(i;T Yes Yes Yes Yes 0 Yes 0 Yes Q Yes 0 •Documentation insufficient, U values shall'be justified t esting :re U Yes Untested Glazing (Use only default U•values in Chapter 10, S.502.1.5.1 (4)) Type: No: Area: Type: No: Area: TOTAL GLAZING AREA (Add entire column) - -► U. U. (] C3 Glazing air leakage(S. 502.4.2 (c)) measures shall be met as fellows : ❑ fixed site built: stops with sealant. ❑ operating site built: weatherstripped with closer 0 14 Concealed insulation shall be placed: ❑behind shower /tub ❑behind partition studs /corner p a ID Standard air leakage (S. 502.4.3) caulking is complete and installed in the following locations : 'Sbetween Sole plate /subfloors Dpartition stud penetrations wiring /plumbing /duct register penetrations Might fixture/ flue penetrations Page 3 of 6 ❑ rim joists /mud sills (heated lower floors) 'around window and door frames Location Minimum at .25 w.g. Mfr./model Fan label CFM(.1W.G.) Kitchen fan 100 CFM ("N .-‘ - 3 t I, S So A.J P C /A Cril Bathroom fan( v‘Na'N•••.. ) 50 CFM Brno os, ,i' 1 11 Bathroom fan( I•ii(vj C) 50 CFM Rret, , N (00 6.5'''' ,S(5 C Bathroom fan( 1 (S LO t,t) 50 CFM a rao. „-, 6 45 ' ( .s C? "I Laundry fan 50 CFM E.% 0 3 ,‘.. ........_ 0 50 CFM (1-2 bedrms) • 7 Whole house fan* (choose one) 0 0 80 CFM (3 bedrms) 100 CFM (4 bedrms) , VIOrls".<•04,1i ?eWitVirgar:. 'St:V•AS."..?4,,,,%::,;5;:sUsf• • ;4444V .OMPLIANCE ECIUIR ED INSPECTION APPROVED IMPORTANT: Supply Information and check appropriate circles in the shaded boxes. Disregard topics that don't describe your building or equipment DO NOT place checks in the two left columns. IN G ASEICcisgolu Exhaust ventilation shall be provided for each dwelling unit as follows (S. 302): • • . .. • • • ••••' • s' :";•• :•• . ..• • • • • :„.•.••••••e,:•,op II a spot fan ' . • . . *Whol „,. -a Lo ,•• gn • • .ttioll••••-• • • -Ta • • . Whole • • inep . • than 4' to ceiling) Q Whole house f an is iisted!labied 'for Continuous use". Whole house fan wiring for contro ro uted Integrated forced-air furnace i ............ . ..................... ....C ............................................. ple num. ............ • • do rn. - tahe : • • whole house fan instead Vvho t. • . • .... ACH, shall run trom the building • •• ter •••• yY • Ej ED Mechanical ventilation fan ducts shall be 4" and properly sized using IAQC,Table 3-3. - Fresh air shall be provided for each dwelling unit as follows (lAO Code, S. 302.6.1): (Th_' Each bedroom: Tested, screened, controllable, through-wall port ( 4 Sq. in.) tot Overa :::living area: One wall port as specilied for bedrooms. - ' Central forced air furnace which delivers outside makeup airthrou th e • ' • • • • • • • • .. • • Reces 0 IC rated, with no slots or holes in cans, caulked or sealed between can and ceiling 1Q,:ratedwilh.lablo certifying an ASTM E283 tested airfeakage � 2.0 CFM Any UL listed fixture • enclosed by a :1 /27;:yOboatd:boX:.O('Qtlieciniantjfactureg will2"..clearande to combustables, and 3" clearan to insulation. . . WSEC Framing phase requirements: Inspected by Date 41 r Page 4 of 6 WSEC Insulation phase requirements: Inspected by: Furnace and heat pump Options may be change before July 1, 1991 0' Page 5 P H A SE • Exterior slab insulation, if not located on the interior, shall be R-10 (Table 5-1, 6-1). CInterlor below-grade wall insulation, only if none on the exterior, shall be R-10 (S. 502.1.4.10) .insulated without compression :0 e insulated without compressbn 4 i nsulat ed i •:,:tbblOtii§gitiiiti.'i.(T-A o f 6 IMPORTANT: Please supply Information In the shaded boxes and check the appropriate circles. Disregard topics that don't describe your building or equipment. DO NOT place checks In the two left columns. CSkylight wall insulation is installed and equivalent to the required wall R-values above. ipor • retard , :s • • • bac Not required where ventilation space averages •. >12 P plastic .stcm ef flclencv " • • Water source heat purnp: COP. Central force-alr furnace AFUE Non - c e n tral, 6 Maximum heating system outp ' ( under the foliowing ompllance path (: ...• pu • •:: rating, as • GA MA Directory, shall be: • 19 systems s '''' • • ut (150% 01 dosign heat load) is • r 78 i 1 per each 5000 BTU/hr output that 11 exceeds lhe DHL. • • • • • • • • • • • • • . • . . . • • • • Envelope Floors shall be insulated without compression, an p Door systems shall meet:U,40 (Alt options) • 11RED A �., r IMPORTANT: DO NOT place checks In the two left columns. Q Exposed foam insulation shall comply as follows (S. 502.1.4.7): ❑ Protected with metal or plastic flashing, or other suitable material that extends below grade. ❑ Insulation is approved for sub - grade, exterior use and properly installed. Airflow between fresh air ports and the whole -house fan ensured by undercut doors or grills (S. 302.6.4) ()Loosefill insulation OK if (S.502.1.4.5): ❑maximum ceiling slope not > 3 in 12 ❑ 2.30" of clear distance from top of bottom chord to underside of roof sheathing at the roof ridge. 4[D4 6 mil black polyethylene ground cover, lapped 12" at joints and to foundation wall Clearances shall meet listed minimums between Insulation and (S.502.1.4.2): ❑ chimney ❑ Non -IC rated recessed lights: 1/2" to combustables, 3" to insulation. Attic hatch shall be insulated to required ceiling R -value and is weatherstripped (S.502.1.4.4) Attic access shall have wood dam or equivalent to retain loose fill insulation in attic(S. 502.1.4) All exterior doors (except 20 minute doors) shall be weatherstripped (S. 502.4.4). Service hot & cold water piping shall be insulated to R -3(S. 503.11) Service recirculation hot water piping shall be insulated to Table 5 -12 ()Heat pump thermostat shall have progamable capability (S. 503.8.3.5) ()Thermostat provided fo ? HVAC system with range of 55 -75' F.(heating) (S.503.8.1). ()Readily accessible, automatic or Manual means provided to restrict or shut -off Heating input to each zone or floor during periods not requiring heat (S. 503.8.3.1). Controls for backup heat prohibit similtaneous operation of the primary system (S. 503.2.2(2)). Mechanical ventilation system shall have timer, dehumidistat, or switch (S. 302.3.1). Mechanical ventilation ducts shall have insulation 2 R -4 in unconditioned spaces (S. 302.5) Mechanical supply ducts in conditioned spaces shall have z R -4 insulation (S. 302.5) Supply ducts shall have volume dampers, or the equivalent, to balance system (S. 503.6). Supply and return air ducts shall have sealed duct joints in unconditioned spaces (S. 503.10.2). HVAC plenums, supply, and return air ducts shall have R -8 insulation (Table 5 -11, All options) Electric water heater(s) shall have (S. 504.3) : ❑ separate power, or gas shut -off ❑ 1987 NAECA Lable on tank ❑ noncompressible R10 pad (unheated spaces only) ❑ Temperature setting s 120 F. Showers and lavatories shall limit flow to s 3.0 gallons /minute (S. 504.8.1). Swimming pools(S. 504.5) shall have: ❑ readily accessible ON /OFF switch (pump, heater) ❑ Pool cover ❑ Piping insulated to S. 503.11 All fireplaces (S. 402.3) shall have: ❑ 6 square inch combustion air supplyduct w/ tight fitting damper, directly connected to the fire box ❑ Tight fitting glass or metal doors. Solid fuel burning appliance(s) (S. 402.2) shall have: ❑ Tight fitting glass or metal doors ❑ Outside combustion air source directly connected to the fire box ❑ Exception: Non-direct, 4" diameter, dampered, combustion air source: allowed only for (1) new stove installations in existing homes where obstructionsprecludes direct combustion air, or (2) Central heating systems located in unheated spaces. Radon monitor shall be supplied to the building (S. 302,2), �WSEC Final phase requirements: inspected by: Date l J Page 6 of 6 1 "'akr.+n CERTIFICATE OF WATER AVAILABILITY CITY OC PART A: (TO BE COMPLETED BY APPLICANT) JAN081996 1. Owner Name /Address /Phon U tv 6 ce sec,. dIc( , c1Y/ Agent or Contact Person /Name /Phone: C— PROJECF# l.o T ( 9 oa C' v [•t ( or1J k ) ( 0 NU PERMIT CENTER Site Address (Attach map and Iegal description showing hydrant Iocation & size of main): : x 5 i 3 a. 2. This certificate is submitted as part of an application for: sidential Building Permit Q Preliminary Plat ❑ Short Subdivision ❑ Commercial /Industrial Building Permit ❑ Rezone ❑:•;-Other: 4 y . 4 3. Estimated number of service connections and meter size(s): • / .; 4. Vehicular distance from nearest hydrant to the rear of the furthest structure: C ft. 5. Minimum needs of development for fire flows: gpm at a residual pressure of 20 psi. Source of minimum flow requirement: ❑ Fire Marshal ❑ Developer's Engineer ❑ City ❑ Insurance Underwriter ❑ Utility ❑ Other 6. Area is served by: (Utility) Owner /Agent's Signature: Date: (Reverse side to be completed by water utility and governing jurisdiction) 05/06/94 Agency /Phone A TAT B: (TO 33,E COMI'LETFn BY WATER UTILITY) ,�, 1. The proposed project is located within I k...1_ l City /Cou 2. Improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: 3. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of /090 gpm at 20 psi residual for a duration of 2 — hours at a velocity of / 0 fps as documented by the attached calculations. Agency /Phone 2 -9$'441 I By Dat By Date 9 as ` PART C: (TO BE COMPLETED BY GOVERNING JURISDICTION) 1. Water Availability - Check one ❑ Acceptable service can be provided to this project. ❑ Acceptable service cannot be provided to this project unless the improvements listed in item 4tC2 are met. ❑ System isn't capable of providing service to this project. 2. Minimum water system improvements: (At least equal to B2 above) 05/06194 vicinity map CITY OF RECEIVED JAN 0 8 1996 PERMIT CENTER 47' August 14,1996 Mr. Rodger Tennison Northwest Development P.O. Box 58628 Tukwila, Washington 98138 Dear Mr. Tennison: City of Tukwila Department of Community Development Steve Lancaster, Director RE: Extension Request for Tukwila Building Permit Application #B96 -0008 3208 S 130 St A one 'hundred eighty (180) day extension to the above - referenced application for permit is granted. , Please be advised that this is the only extension that will be granted on this application for permit. If the application is not approved and issued by January 4, 1997, the application for permit B95 -0008 will become null and void on that date. If you should have any further questions on this subject please feel free to contact the Permit Center at (206) 431 -3670. Sincerely, Duane Griffin Building Official File: : B95 -6008 ,,; /kjp John W. Rants, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax. (206) 431-3665 07/31/1996 14:55 2062434467 7/31/96 To City of Tukwila (Building Dept.) 6300 S. Central Boulavard Tukwila, Wa. 98188 From: NW Development PO Box 58628 Seattle, Wa. 98138 Atten: Duane Griffin RE: Permit number B96 -0008 3208 S. 130th rrv..naV :v .trvi4r5.1x'i`#eAtr&VA'6er4MtZ .'A..Mj :t'%•at NW DEVELOMENT RODGE2- Mike Villinowava called and said this permit expired July 8th 1996. I am requesting an extention on permit. This plan is still in engineering tell ready. Any questions call Rodger Tennison (206)243 -4321 Fax 243 -4467 RECEIVED JUL 311996 TUKWILA PUBLIC WORt46 Ft•44 � . _ r..v PAGE 01 f.IEUELI_JF'IIENT ,III r_ k . e l ^ TEL 21:115 -439 -1 91)4 . • 10 • �•:r:l 'PI I U11.111 1.111 W [�r.D.• F'I.1 CITY OF TUKWILA Department of Community. Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3870 REVISION SUBMITTAL DATE: 7 / 5 I PROJECT NAME: hue PROJECT ADDRESS: 5 2, r____26 CONTACT PERSON: 3 PLAN CHECK/PERMIT NUMBER: r eA„,i tOew S. MIA REVISION SUMMARY: • 1r LA-5c4€ -rr - Mm-kk 2. PtJ e t. C 9-e- X- - , %u se- . rn o 1/4.)-e-ca - -+tYt2. 1-0 3 C o v\ \ ° . I 4. c - i 0..11 N - P1 r e_ Wk-C1-.4r \S (3e a SHEET NUMBER(S) [ SUBMITTED TO: 0 -a . • r' SwoL of "Cloud" or highlight all areas of revisions and data revisions. I,I • I :li i5 F• • rl 1 r..I 76 0006 PHONE: ( 2)S 0 - 093 4- .Sear . t Ce.. m et rr e e v, vL.e-c. o� +0 n.Q.k.,,) 0,voLcS2 Lemke+, ce A-Ps - Iz Ci .—RECEIVED- AUG 0 71996 TUKWILA PUBLIC WORKS Dear Sir: .,- .....,�....,.....,o.r. - »ry +v . r�- ;<trr. £: v.:! r, 5. ua. r��.^ tnera,.. s,. w... *s..cw..r..,».wwm<...,...n_,•.• . . City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, The Chief Fire Department Review Control #B96 -0008 (510) January 16, 1996 Re: Northwest Development - 3208 South 130th Street The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. For short plat development (four single family homes or less), hydrants shall be placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. For all commercial, multifamily and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of a building and so that no point of a building (around it's perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building is measured along the path of vehicular travel. Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating nut. All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 901.3) 2. In lieu of a fire hydrant, an approved residential fire sprinkler system may be installed when vehicular travel distance from the nearest hydrant exceeds 250 feet. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone (206) 575 -4404 • Fax (206) 5754439 City of Tukwila Fire Department Page number 2 Acceptance of residential fire sprinkler systems shall include field verification of GPM and residual pressures meeting or exceeding the listing for the sprinkler type. 3. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) Thomas P. Keefe, The Chief This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd John W. Rang Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone (206) 5754404 • Fax (206) 5754439 }.� �:�;11 °dit'�• • • 9 1/4 DE L API EN F= 981'46 RECEIVED CITY OF TUKWILA AUG 1 61996 PERMIT CENTER �q� -nrnR • NORTHWEST HOME. DESIGNING INC. - // /7? i & AV) /) 0 P 5 t4,2\l1N67 - AF'7 cop REVISIONS NO CHANGES SHALL BE MAr)E TO THE SCOPE OF WORK WITHOUT PRIOR APPROVAL OF TUKWILA BUILDING DIVISION. NOTE: REVISIONS WILL REQUIRE A NEW FLG'I ;".I:TTAI. AND MAY INCLUDE ADDf(IONAL PLAN F:' -/ FELS. FILE COPY understand that tho Plan Check subject to errors a omissions and cf I'm Il II n / //. /// / / 16YYN ..' uln oo 1► l ; j ai /ai / /oiiiiaiiii�o / / / / /aoo /r � �' lilt 1I i rr VIII in else to r l "ill! plans do =. n• the VIolation of any ac code - H/ONpt of contractor's SEPARATE PERMIT REQUIRED FOR: ❑ MECHANICAL ❑ ELECT:— . ❑ f?i_I' CITY RECEIVED CITY JAN 'I (: 1,996 PERMIT CENTER A CITY OF TUKWILA APPROVED AUG 1 5 1996 AS NOTED BUILDING DIVt°ION StfARWALL SC FEDU E ` WALL MARKAT' PANE EDGE NAILING SOLE PLATE ADD1 NOTES D TI -II Sidng 6d a 6 o.c. (Oak Casing Nails). I -16d a 8 o.c. 1/2 do. AB. a 4-0 o.c. D TI -II Siding 6d a 4 o.c. (Gdv. Casing Nails) 1 -16d 0 6 ac. 1/2 dia. A.B. a 3' -8 o.c. D TI -II Siding 6d a 3 o.c. (Gdv. Casing Naas) 2 -16d a 8 o.c. 1/2" do AB. b Z -10 o.c. D I/2 ( t1 GWdl B Sd Cooler a 4 O.C. 1-16d 0 8 o.c. VT A.B. e 4' -0-0 - o.c. 5 SD /2' GWB Both Sides 5d Coder a 4 O.C. 2 -164 a 8 ac. /2' d . A.B. a 3' -O' o.c. 5 (Unbk'd) / 5/8" GWB (Unbk'd) 6d Coder a 4" O.C. 2-I6d a 6' o.c. I/2' do. A.B. a 4-0" o.c. 5 V2' CDX PLY. 8d Commons a 6" O.C. I-16d a 6 o.c. -or- I T do. AB. a 3'-4 o.c. 8 V2" CDX - PLY. . 8d Commons a 4 O.C. 2-16d a 8" ac. I/7 da A.B. a Z-3 o.c. 9 VT CDX PLY. 8d Commons a 3 O.C. 2-16d 0 6' o.c. 1/2" do. AB. a 2' -3 o.c. b V2 CDX PLY. Both Sides 8d Commons a 4 O.C. 2 - �d 0 4 o.c. - or - I/2 do. AB. a 1-0 o.c. 6 Codes W and Specifications 1. Uniform Budding Code - 1994 Edition 2. ACI 318-89 Building Code Requirements for Reinforced Concrete 3. HILTI Fastening Technical Guide 4. Western Woods Use Book 5. Simpson Strong -Tie Connectors Catalog - Latest Edition. 6. Truss. Joist MacMillan TJI Manual Design Criteria 1. Wind Load per Uniform Building Code Exposure "B". Method 2 Basic Wind Speed = 80 mph 2. Seismic Per Uniform Building Code Seismic Zone 3. I = 1.0 3.' -Roof 1_ oed DL = 15.0 psf SL = 25.0 psf 4. Floor Load DL = 10.0 psf LL = 40.0 psf 5 Balcony Load DL = 10.0 psf LL = 60.0 psi 6. Soils Allow. Beoring Pressure = 2000 psi (assumed) 7. Concrete fc = 2500 psi el 28 days fy = 40000 psi "'Concrete Construction Notes 1. Unless otherwise noted. concrete shall attain o 213-day compres- -sive strength of 2500 psi. 2. Minimum 5 socks of cement per cubic yard of concrete end e meximum of 6 3/4 gallons of water per 94 lb sack of cement. 3_ , Maximum sized eggregote is 1 1/2 ". 4. Maximum slump is 4 " 5. Alliconcrete with surfaces exposed to standing voter or cor rosive enviroments shell be air - entrained with oir- entraining agent conforming to UBC Section 1904. Total air content shall be in accordance with Table 19 -A -1 of the UBC. 6. Admixtures containing chloride salts shall not be used 7. All concrete shall be thoroughly consolidated during placement using a mechanical vibrator. Segregation of materials is to be prevented. B- Anchor bolts, cost in concrete shell conform t ASTM A307 Reinforcing St .:Notes 1. Unless otherwise noted. all reinforcing steel shall be Grade 40 deli bars in accordance with ASTM Specification A -615. 2. Welded Fabric shall conform to ASTM A185 3. Provide: elbow bars to lop horizontal steel of corners end all well end footing intersections. 4. Lap oil continuous reinforcement end corner bars 30 her diameters or 2 -0" minimum. 5. Except where detailed on Structural Drawings, reinforcement shell not be displaced or cut to provide clearance For penetrations. inserts or embedment-9 6. Reinforcement shell be accurately pieced end adequately supported by concrete. metal. or other approved choirs. spacers or ties end secured against displacement during concrete or grout placement. Tack Welding not allowed. 7. Reinforcement shall be bent cold. one time only. 8. Lap adjacent mots of Welded Wire Fabric in minimum of 8" et sides and ends. Timber Construction Notes 1. Maximum moisture content of wood members to be 19% when installed. All plates end sills bearing on concrete shell be pressure treated. 2. Furnish Framing Lumber to the following minimum standards. 2x Joists and Rafters .. Hem -Fir #2 Beams and Stringers Doug -Fir #2 Posts end Timbers Doug -Fir #2 Studs end Plates Doug -Fir or Hem -Fir Stud Gr. Misc. Light Framing Doug -Fir or Hem -Fir Standard Gr. 3. Top plates on all stud wells shell be cut flush for solid bearing at Joints. 4. All GLULAM'members shell.,be OF 24F -V4. Kiln Dried. U.N0.. AITC St tip and Certification required. 5..All bolt's end nuts shell be fitted with cut steel washers. 6: Nails shall be common and minimum nailing shell be in enccordence With UBC Table 23`I-0 or as shown. Sinkers shall not be used. 7. Leg Screws Pre' - rill with a bit .size 60- 707' of the s hook dterre;ter" for the r threaded portion. Lead hole to be the some .length as 'l.he unthreaded shank :end the' some diameter as the Shank Screw. all ief6S into piece. Cut washers shell be provided under heeds which bear- on wood. Seep or other lubricant sheall lae us ran the screws or in the lead hole to Facilitate t rtifiin id prevent dcxnage to screw- Timber Construction Notes B- All Post to Beam Connections shall be braced against lateral displacement by either pre-manufactured connectors or wood gussets each side of the joint. 9. Cutting. drilling or notching o(' beams or other members to be permitted only as detailed or approved by the engineer and UBC Section 2306.2.2 10.Froming Connectors: Simpson Strong or engineer approved equivalent. All Framing connectors shell be ICBO opproved end installed per the manufacturers recommendations. Sti-ucturel Sheathing 1. All Structure) Plywood shell be APA Rated CDX in racconderice with the following: Roof Sheathing: 1/2" with Panel Index 124/0) Floor Sheathing: 3/4" with Panel Index (40/201 Well Sheathing: . ....... .. 1/2" with Panel Index (24/01 2. Install plywood with face groin perpendiculor to supports end stagger joints in adjacent sheets. Sheol-won Notes 1. All Shearwall plywood nailing and anchors shall be as detailed on the drawings end as noted in the Shearwall Schedule. 2. All exterior walls shell be considered sheorwells. Provide APA Rated sheathing, fully blacked with minimum- neiling per Sheerwell Type ® U.N.O.. 3. All Shearwall requirements shell be inspected. verified end accepted by the Governing Jurisdiction prior to cover. Other inspections moy be required. 4. When Top Plate is interrupted by header. header shall be strapped each end with Simpson MSTA24 connectors. U.N.O. ManufecLured Wood Trusses 1. All trusses shall be Factory manufactured with stress -rated materials designed to support the Following loads: Top Chord Deed Load (incl. Truss Weight) Non Tile Roof 10.0 psf With Tile Roof .... 25.0 psf Top Chord Live Load 25.0 psf Top Chord Wind Uplift .. . 16.0 psf Bottom Chord Dead Load .. .... . 5.0 psf 2. Prefabricated wood roof trusses shall be designed by the Man- ufacturer in accordance with 'The Design Specification For Metal Plate Connected Wood Trusses" by the Truss Plots Institute for the spans end conditions shown, on the Plens. 3. Submit detailed shop drawings. design'colculottons and install- ation drawings stomped by e licensed engineer to the Owner's representative f or review prior to Febricetion. 4. Menufacturer shell provide all Framing -to -Truss end Truss -to- Truss connection details and required connection materials. 5. Provide for shapes. beer-wig points. intersections, hips & volleys shown on the Drawings. Exact composition of special hip. volley & intersection areas shall be determined by the manufacturer. 6. No truss shell be Field modified without prior approval of the Building Deportment. 7 Provide for all temporary end permanent truss bracing & bridging. Menufactured Floor Joists (Trus- Joist) 1. Wood joists shall be manufactured with stress rated materials designed to support the loadings shown on the drawings. Design of joists presented on drawings is in accordance with published load charts end member designotion of the "Tres - Joist Corpor- ation ". Joists by other manufacturers may be substituted only upon approval of" the designer end/or engineer. 2. All TJI shall be blocked at exterior walls with TJI blocking or • TJI Rim Joist. Blocking or Rim Joist shall be nailed with 8d et 6" ac. (max.) each side of web U.N.O. 3. All TJI where Flush framed shall hove on opproved hunger. 4. All TJI shah be blocked and braced per the manufacturers recommendations. Soil Construction Notes 1. Allowable Soil Pressure is assumed to ,be 2000 psf end must be verified: by quolifted Soils Engineer. If Soils ere found to be other than assumed. notify Structural Engineer prior to beginning any construction for possible Foundation redesign. 2: All Footings end Slobs shell bear on: a) undisturbed native soil free of Topsoil. soft spots, cloy. debris, end organic matter.:' b) Beckf ill consisting of Free - draining materiel compacted in 10" Lifts (maxi to 95% of meximum dry density per ASTM 0698. Backfill shall be free of Debris and Organic Contaminants: 3. Final 3" of, excavation shell be removed by hand tool operations in order to essur'e undisturbed bearing surfaces. 4- Bottom of exterior foundotiuns shell be HE (mini below outside Soil Construction Notes Cont. finished grade. 6. Footings end slob concrete shall not be pieced on muddy or frozen ground. 7. Subgrode For slobs - on - grade where vapor barrier is not required shell be dump et time of concrete plocement. General Construction Notes 1. Contractor shell coordinate and verify all dimensions in the Field: any vortotions from the Drawings shall be brought to the attention of the Designer or Engineer. 2. Contractor shall provide temporary erection bracing and shoring as required For stability of all structural members during oil phases of construction. 3. Any proposed field changes to hove prior approval of the Designer or Engineer. 4. Any contractor- uestions about structural detailing shell be ref r erred to the Engineer. 5. Notes and details on the drawings shell Lake precedence over stendord notes and typiel details on this sheet in case of conflict. NOTES: L Al eXterior wain shat be considered Sheorwals. Sheath and nail per Type ®. UN.O. 2. Block d horizontal edges with 2x blocking. U.N.O. 3. When shearwdl is 24' or less m length refer to uEwrenr blend restraint pa nel detyle ' 4. Field no at 12 o.c.. (max.) 5. hieing Wies to d studs. top and bottom plates. and blocky. Allowable shear must be reduced 50% for seismic I 6. Where plywood sheathing is applied on both sides and not spacing is less than 6" o.c.. panel ants shd be offset to fall on o afferent stud and nails sf be staggered. H • 3 O O C 0 0 E a) 'Ti w C 0 E U U E C S CI) a Ql C ^U m LLD � C B U 0 . (- Q) .J C C U O i p 0 B C coc ) a) O 0 0) 0 0 C L L O) Il L D 0) c al ai u " 1 - ) 1 3 1 ) - ; t ) , O) uiL L (n to C C q ( 1 . S 0_ +) L 0 0) 0 0 w (n a) s a) s C - i� -.0 U • C W CLt- N L l -. 01 if) 0 C- 0 U • C L 04- 0 B U 71 iA O 7 0 0 _r C NN U 0 X 71 w 0 iJ U f- Q u 1A 0 N N 0)S- 31 C 3 L C TI L -m-i 1 1 3 0 ° ) ° C [ 3 U �(n E 1 O 3 U 4 N N C N1 U ac - N to m +i N 3 L L L+ D OD 0 j U L 0 0l N li -0 •E W C 0 rn 0) N . 0 a) aa) S 01� L O) T I- s 0 d + l RECEIVED 3ITY OF TUKWILA PERMIT CENTER M C4■d O i a. . U Z • • CI 11 t~ Cid CITY OF TIT APPROV AUG 15 1996 AS NOIEn BUILDING DIVPBIO O U t>A Fro 0 CD O F.1 cm a a wl a) a, a v W Hj 'o 0 v CO /Solid Blkg bL- Tr-osses w/ / - SIBS SErep x 22 -1 Attach to Blkg w/ Bda 6 oz.. NOTES Solid BIk. oli Si,eothoo9 Edges end nail ./ Bd commons a B' o..c_ ii ,1322 sue, -au 1 4xB &n (Top PI. c -L. o Been/ Attack Blk to Tap PI. W/ A35 CIy7. SECOND FLOOR PLAN f°cr, Froming Layout. Roof Sheathing Recite: `x /16' CDX APR Rated Sheathing. 8d:0 . Ei" o.c.-=Bouridories. All Supported Panel Edges & ae Noted. ‘`60. a .12" o c -Field Naili a, f rovide Si HI clip a e, Truss et Exterior Bearing Walls 4, r Roof Sheathing sholrbe applied to Primary Framing below all c)verFramed aremS. .Denotes Shearwall. .Ref` Sheet Si For- Sheathing & Nailing Req ts. Denotes Hal lowri "1ocation. Provide 00, 'Studs (Glued Noiiled) at each �ldciwn J fflb-cobs A ,,,r/11,tncl-1 Deck Rim Joist to Exterior Weil w/ LSTA18 Strap / 12 pieces/ i tm Wall Pl. wl'. Bel 3 o.c. 1 L --- _, I! 4 NOTES I , ' a 3" oc Ef.i. II 1 i Attach NJ L Keil P! Wi Bd a d' ac. ; tads 3 EN II co p /7\ 111 \ ,... 4 i W r / EN a t MAIN FLOOR PLAN Ndao `N J` J I. Refer to Sheet 3 for Framing Layout. 2. Provide Continuous TJI Rim Joist aL Exterior Walls. Noll to Wall Top Plate w/ 8d Commons s 6 o.c.. U.N.O. 3. Floor Sheothir Req ts.: 3/4" APR Rated Sheathing 8d 0 6" o.c.--Boundaries. All Supported Panel Edges & as Noted . ed a 12" o.c.= -Field Nailing. 4. __ Demotes Shearwoll, Ref. Sheet Si For Sheathing & Nailing Req ts 5. • e Denotes Holdown Location. Provide Dbl. Studs (Glued & Nailed) at each Holdown. tech N., to ..oil PI fir/ 8da 4' or. If I I � ' .lorst 1._ Heil w/ Bda6 at.. CITY OF TUKWILA APPROVED AUG 1 5 1996 AS NOTED BUILDING DIVr ION RECEIVED CITY OF TUKWILA 1ANli61956 PERMIT CENTER Simpson `HT' Clip 0 461 oc. lmax.l Sheathing Ne,Lng per Shea-wall Schedule. TA Roe Joist_ v./ Web Filler. S.e Sheet.. 52 For Nmle Req'd at Well Top PL Sherwell EN Section `Trusses per ,fhIon . �/ -Ply. Dbl. - Stud or Post 8d a 6' oc E.N. Sheorponel E.N. Sheothing 8 Nailing per She -wall Schedule. Sole PI. No,ling per S/W Schedule Floor Shtg Floor Joists per Pion Mudeill dP.TI� _—PAHD42 Holdown (Fill all Nail Holed 1 0 P avide :04 bar &Scat Heldman Fndn. Stein Well FHA6 Stec 'w0/ I0 4 .. - 164 Commons se. side of .,`J 11c e Gable End Truss./ Sheathing S Boiling per Sherwal l Cul „J,,le Sole Pb Nailing per S: W Schedule -• Floor Sht Floor Joists per Pb' an Simpson "MTT22" Hoidawnl Use 30-164 Sinkers Mudsill P.T. Fndo Stem doll- �A� trh Shenthirig 4.o T. ,sees ./ 8d a 6 o.c.. U.N.O. Trusses per Pion Depth Hl1, g. o 48" o c. I1 y I LSTA21 Strop w / -I0d Commons ea. side o f Joint. , & Nailing per Shaer-well Schedule. . -TJI P,m Joist w/ Web Filler. See Sheet S2 F Nails Reed at Well Top PL Sheorwall E N X061 Studs a Holdown _.� Attach Sheathing to Ebi Studs per Sheer-well Edge Nailing Regis • ufi &lr rot Shown f Q- Cla'±y. ...E ilia Anchor Bolt Embed 15 min Typical Top Pl. Splice El Wall Corners Trusses per Plm. Wall Top Plate-\ Floor Shag-\ : 5Sor-. Truss Beyond Sheorwoil EN' Sheorwcll - per - Pion Section PT OF Sob-. v4 Be-- conk la Topl -� (Provide s4 0 10' oc. iHeriml Fo- -Walls Teller than 241 1: 2 die AB 0 48' o.c .4 a 16' or besci . 2 -p4 Brs wont �RoaF Sheothing -Grdr. Truss 'BoEt Chord L Strap as erd nF Ordr. Truss V ea a 6" o.c- E.N. (Cont. caring Jo,sti / 'Flour .iuists per Plor -, .nor anal FN Typical Frn.3 L Stem Wall Floor Sheotn. DOES NOT APPLY "Sheathing Not Shown For Clr,ty. Wa /./ gib G. . n MST48 'Hinldown -. (ReF. Floor- Plan For Nod Rey Lel No,l Sheethung to Dbl. Studs per S /W. Schedule Edge Na,l,ng T /I' Fu I Depth SIPg' Noll to Top Plate w/ 2 -Bd Commons ea. Rlk_ align /Stud Below. --Dil Muds o Holdover, (Glued & Na,ledl Typical Top Pl. Splice DOES NOT APPLY — Shearveoll oboe See Sheerwoll Schedule For. Sheathing 8 Noilir,g. %'Floor System - ,. loret ' - SHeor well below. / -SHLg Neiliny per Pion 12 Rows Bda6l - AT6J24 Strop wi 14-161 Commons ee side of Joint. CITY OF TUKWILA APPROVED AUG 1 5 1996 AS NOTED BUILDING DIVISION 5, 0 O . ..� w o u Ei CITY OEF ,t,r 0 a • N ^ OA z vaa PERMIT CENTER +l rf)W 'N �nMfc L47.A I ARouuo 14 rtA (ouTf'P ) TWO STUD CORNER 2A 4 &I1 O 2nq IIJffgIOR FROHIH GE A / Top p142 /e-.1 Houk Tor pi-.6; a-4r EIJ ERA AL R 0 `� k111-'Ir r- 2uk Le Top PLATE l HGT:: ylrfPP�r tsrAzl ARMRO ?Cr rP1E ?\ (oEt ioP) THREE STUD CORNER /8' PL (92 G,Ir0xI. LLP rt4LE TOP PLATE SPLICE � 61Ma(2J TO P/Ab TB TO ALIGN w/ CENTER OF - �� STUD BELOW. 221,1- 2A / Tor I'Tare 1II� OA 0019H rt4f TWO STUD LADDER BLOCKED INTERSECTION /8 STUDS) 2 x 8 HD. =7' 2- 242TE_ BUILT -UP HEADER DETAIL 2A 1<q-15? - �{ °ERIC r1JL � PPTT ThJGLE TOP PLATE 2x NFV VCR w,Flu.e'K •I /L.Zw HP. IN 4 f E, HJADS IN-L0 40 IL>I T NQ7- KINIA Of W. onit.T .(ITUp(J- 24"oo • ARING WALL 2:5 L 1405 r+o F F-- INTERIOR BEARING WALL r F'IIJGLE 22 Tor r1.41FT 4' PANEL ST6224 STRAP USE -10d COMMON ALL HOLES. TOP PLATE SLICE DETAIL (SHEATHING PANEL MUST SPAN ACROSS TOP PLATE SPLICE] IuU 411 NLY NOTE : ALL DOOR HEADER HGTS., TO HAVE ROUGH �fU�l ?h "ad FRAMED OPENING OF 825 /8' - w/ 2 x 10 HD. -6' -11 1/8' 22 IAF S(/TiFt 1 0 NIL. czB -Z . 1\-c.---,- � WateK. Ho FIU6e 1, .-LE w /Z -Zx NP. / % / Fpll /aMT( 0/ Z1z(T IwSULdTIOIJ :SEE PLATE. HEADER HOT. NOTE BELOW SEE PLATE, HEADER HGT. NOTE BELOW :SEE PLATE, HEADER HOT.', I ,, NOTE BELOW LUMBER_ 2x - HEM-FIR -n OR BETTER. 4x - DOUG- FIR #2 OR BETTER. 6x - DOUG-HR Pf 2 OR BETTER. ONE STORY TYPICAL EXTERIOR WALL FRAMING I ii Z4 24 TWO STORY TYPICAL EXTERIOR WALL FRAMING f 24 s(jl) NOTE: 2x BOTTOM NAILER PLATE SHALL BE MOVED TO 24 "oc tor ris>E -2x RIl.C2F ' HUSC2 - ' /Flu -ER.NO F,L-6R 1.1 /2-Zn HP. ! 0.11io W - c OLIpI - o EPUIk4 Trcu 2 e- RirrLL -lut' RIR OPiu, AT ;.o(4IrIL kIr ,8CJIDH TWIE in Jro 24 O Hi L,r)P V FRrHu ante 4 6e-LOA( 2x rj[6oNR CRgfil.e *ILO 111 LIEU OP HE•PER WHEN JDIhr9 6E>P/e ARE ITRAILtL TO 'TALL I:. RR -RILE 21LT II ?' _6of A-I F9 - ?TE C PT , ) i I _ !1 i) _. .. _ k� l am — 4 "cfRC stns /2rU00 - '/4 AUGIJED MoN TRUeMee CITY OF TUItWILA APPROVED AUG 1 5 1996 AS NOTED BUILDING DIVISION Rot"; TKU0E4 24'oo w( Nv *LZB -Z w /FIUEe -frAs ,, teR wt Z -Z/,‘ HP> o21r(GU; TOP Fld( - -KDJf yNn c>JLt oe A 4II - 1S4T P*7TTOH rt4TE (PT) e cNC. ST.na RECEIED CITY V OF TUKWILA JAN (Ifl1996 PERMIT CENTER CHECKED OF L�L DRAWN BY - DESIGN I -587 SHEET NUMBER { OVA «-0 12 Cake P.p F`(6'&. IW*4- 13,A 12 -F. Wei It 4 cot.le . ebPre of . xr. -zie kiR�EFI YArb1L f gEe IF q- "r /adW. -L. V-to I1-L94 - -RP.. a rEwlf c ott-f z4e Emu wAl-L ---, 10 IL . F I }k4 I'1nR5 STEP' 1,4. t' 4 -p, u.1 hi 'Mors ouJ1' 2 <1R+6 *4 69 r 14 111To 4 t za FOUNDATION PLAN -J Scale :.1/4' 1'-0" IINEIRIMPORENIMMiri L Every elfog has been taken to assure. the accuracy of these drawings. Fudhermere, the genera/ contractor must check and verily ell dimensions CITY OF TIIKWILA APPROVED AUG 15 1996 AS NOTED BUILDING DIV1516N RECEIVED CITY OF TU JAN G S 1996 PERMIT CENTER A F ON NOTES: LL L FOOTINGS TO BEAR ON FIRM UNDISTURBED SOIL. ASSOC/MY - {, ` OIL BEARING CAPACITY TO BE 2000 P S F LL WOOD IN CONTACT WITH CONCRETE TO tiff naKIME„AATl4 kf 4 $ R UNFINI REC. egge -c .: w rill F r - rveNre 44* n W - o. -eusn J nIx (orTI eNPL) UNFINISHED BEDROOM 1t' 1,41' c d �sv 1z M W.I.C. i TTI1e5 "'e,IwwrF 0 12'-‘ /a GARAGE Is -4 .21 nvH:.glvf SNAIL I rla. 10 A- 001E uee wt. °- oire''t" /.Wb oW 1811' -ICr .. t4 , PK1-1 ' ILJ u,Ar'le ,recE UFIr2e LAY£R4 � - c�LM) CHECKED DRAWN BY DESIGN 1-587 SHEET NUMBER 2 it UNFINISHED BASEMENT PLAN Scale : 1/4 - 1'-0 ,fit fl'UO , ti, teASK6:,ATlt 1WEtilt 0:0, TXPJ 4 ' T 2.is4 slM..r.aa. s1. I#eh. m,aAM &ItrC.iVad f l 6i,n:., n.. nae Tflr flACTA, DTI Ike fIaTInkrerr COPYRIGHT 1992 NORTHWEST HOME DESIGNING INC. Every ellon has hen. Ilknn to mom the !Beco ecy of Asose drawings. II mmorn, the Dinkel cTnraclnr most check h nd verily ell }4maMe,u CITY OF TUIKWILA APPROVED AUG 15 1996 AS NOTEO BUILDING DIM ON RECEIVED . CITY of UKWIIA JA 18 1996 PERMIT CENTER`. 20. CHECKED DRAWN BY DESIGN 1-587 SHEET NUMBER 3 OF *4'" 4M Y 4 E E Re 4. cubic) SA a 3 "o.4• MIS% AIM JOIST/ BACKER BLOCK CT ON 12 Gh1N .I M75o1101 -F'c neff G AY' [2 pus) J � G * GNAW) ' F%LAhlt'/a. or: F R .191 co}-1T 'EU i Jalvr WIDd> "4 To - top „ r E e N r (E - e o 3 e Q GA 0- To 1E II . El? Foci zti' p. c. col N(8. Ret1 Fog 24 14 zik err m44 J efly. Z�v KIM .1917.7 147706 AoIteHei fLL l*f111 (31KYi G/ 2- C...I 4-1GG cispe o , , eerier d ffiL 2- Sd p11N. EA• SLk• C1 /sq rr 2 4 11 2, C. NldoUO 4FAN) «MPyoL e Tai /r 1om - JhT4 zq-:: It 0 . G: S1 /0t„ Is" G- I. L.aM I2 rote err. 94 S > (o d o.c. . Sa 2 oc Ra F't1OOR FRAMING PLAN ,Scale : 1/4' - 1 -Q•' Fit - Lfl++E¢. no C°P)4 /Z ING NOTES: (WEB JOISTS) 1; MULTIPLE JOISTS SHALL BE FABRICATED W/WEB FILLERS AND SHALL BE QLUED AND NAILED PER MFR. ,SPE, 1ST 2. ALLHEADERS TO BE x BUI NO, - UNLESS NOTED OTHERWISE. 3 SOLID BLOCK BENEATH ALL POINT LOADS FROM ABOVE. 4. WEB JOISTS SHOULD BE SUPPORTED LATERALL9 AT EACH k " END AND AT EACH SUPPORT BY SOLID BLOCKING OR BY -Jef. LfroUT t4AILL 9E GT GTL'I H0o 6I4p I L 1444)L meL4t.I L4040 -c- L-r -Ie> 1'J t3ea n (2'M J v4.20 an :214016660 4HU Inc. 4906 019th 9t. 9W Pvcoel, WA 90199 00A Phone'. 504 6159 llaae: x00156! Ijojeot Nee: ILL Page Title: vrtp Typo: 9) Weed on 1t100AOL0 STALLS 101:650 155D WC building code for PJA products available through Distribution Application floor -Acs. Deflection Criteria OR) Meeker Ise Joist Load Classification floor LL Defl To Dell Member Top SloPolin /ftl... 0.020 bed Wration Factor 0.00 Span 1 1 /090 L /210 Roof Slopelln /Itl 0.000 Live Loadlpell 40.10 Span S L /450 L/210 Floor Decking tertlign btemsll 1 0.0 R Re el i n f¢h ov ha M/1 11.075" TOIIM1 /2500 1,) EST @ 24.0" o/c SITE 4 4 1 1 1 0 1 0 - A .SF IMIOMAMI! The analysis presented below is output loom sof Hart developed by Tres Joist Na the siring Of Its products by tIli software All be accomplished In accordance with TJR prM:et design cMuria and cure p pod(1 ode I ' • 1W des' I 1 e awe eon Provided byte software user. This output has not ken reviewed by e U R Associate. The load conditions considered in this design include Alternate meaner loading. The emirs wbraced lengthlrl shown are based on the controlling coapeasive farces on either the top or bottom edges of the member. lateral bracfg needs to be properly attached and positioned to achieve stability. kb stiffeners are repined at bearing I Spoolf ler guide span exceeded for span 2 Mariann Design Allowable Control Shear ON 1191 0008 4 1562 Int LT. end span 2 under Floor loading Moeentlltlbl 101E 1042 4 1548 1111 6T. end Span 1 inter Floor loading Axatlonllbl RSS 2Pal c 2110 1011 massing 2 0Mbr Fleet leading Live lerl.linl 0.121 r 0. L /512 Ill Span 2 wider Floor OMIT span loading Total Dentin) 0.514 0 0,937 L /131 ILO Span 2 under near AL.LUATA apli.nd nu of TIIKm - man 1 • Span 2 . APPROVED Mr. Reaction rotmLN. Ill 020 waepbl 593 1757 650 Required Orr. iengthlinl 1.95111 1. 1.15144 MM. lnhraced Lengthllm l2 00 12 N11" 1 1926 IWm St. 00 ham , 11A 9349915A Mona', 5010309 Pau: En) 1587 Project Name: 1Le page Title: ship Type: I) eased on ALIN00lt SLAVS OSS10W 14001 UDC building code for TV products available through Distribution Appllatloo Floor - Res. Deflection Criteria DM Member Use. .. JOIST Load Classic icatlon....,.. Floor IL bell It Deft Huber Top 5lopelln /It1... 0.050 bud Duration Factor 1.00 Span 1 WIN 14210 Root Slopelin/ft) D.W] Live Leadl %f l ........ ..... 40.0 Floor pecking d pad Lead(0ee9 12.0 Repetitive Meurer Oaa Partition leadlwfl 0.0 Reinforced Overhangs I A Sku4lb) Ilauntlat-lbl leedloellb) Live Dell.11nl Total Defl.11nl - 11.475^ T5III11 /45110' JOIST a 24.0" o/c SOAR ANALYSIS - ASO IAbNAMII The analysis presented below Is output from eonure developed by Trio moist HeeallanyTill. NH warrants the siring of its products by this software will he accomplished In accordance with IJM product deign criteria and Code accepted design vales The epee tie product application, input design loads, and stated dieensions have been provide,' exy me software user. This output has not been reviewed by a VA wexate ebe admue whnW length) Shown are Weed on the centrolllug ooepreesna forty on either the top Or bottom edges of the later. Lateral bracing needa to be properly attached and positioned to achieve stability. ham. Reaction roa1114/ 975 1.I1011h1 150 Nulled Erg. Impthpnl 1.15021 Der. Sep J Lengibllnl Mavlw Design Allowable COMOO' 915 955 < 00,4 loll LT. end Span I under 110or loading I 1070 < 9202 2011 MID Span 1 under Floor loading ns 1400 1111 Bearing 1 miler Flea leading 0.361 < 0.100 L/619 NIP Span 1 under Floor loading 0.01 ■ 0.937 L /410 400 Span 1 wkr Floor loading 915 750 vl.30 en :114116000 AUG 1 5 1996 AS NOfEO BUILDING DIVI ION RECEIVED CITY OF TUKWIIA JAN p11159Pi PERMIT CENTER h-AC57Ccef FR 1. W CEO *E VP FP1zo KL INRNF'1yRM WITH 1994 at DRYER VENTS AND RANGES TO OUTSIDES A*R , &SURE RELIEF VALVES TO OUTSIDE.. BLOCS& AT ALL PLUMBINGAND- MECHANICAL U S TO aE *ATER t'ROOF TO MINIMUM 7& AOOVE -t Q ,P.M. FLOW T tHN T TQ BE SAftlY, ,,LA &S. LIVING — op{IB4r,L. 2 EK- c-tmr lTl o-IaFE CM h r,E ,—Ov 84Hr DINING MASTER BEDROOM le -oI " ) It! A " a I 0 r, o 0 BEDROOM #2 g '_, r . e . It] FLOOR PLAN BEDROOM #3 B4Y OPTION :ADO 8 Sq Ft 9 36, 14N aN aA l —�_ Scale : 1/4 - }'-0° 3 -�yyl s_ s l /gI (13'- 8h2'r) -7 Lc II IZI an 3 NOTE : THIS PLAN WAS DESIGNED WITH DIRECT BEARING- IN LINE FRAMING TECHNIQUES. PLEASE SEE NOTES AND DETAILS PRIOR TO CONSTRUCTION. - ALL FRAMING MEMBERS'TO BE. 24' O.C. SPACING WITH. SINGLE TOP & BOTTOM PLATES. - ALL PANEL SHEATHING SHALL BE A.P.A. RATED FOR 24' 0.C. SPACING. START STUD /SHT'G;LAYOUT THIS WALL AT tHIS POINT - 24' 0.0. TYP. INTERIOR NON -LOAD BEARING WALLS 2 x 4's at 24' O.C. (METAL STUDS OPTIONAL) 1 " USE. THIS DIM. WITH 2 x.4 E&TERIOR WALLS NOTE : HD. HGT. - 7 l /8' w/ 2x8 HD. HD. HOT. - 6 w/ 2x10 HD. Every effort has been taken to assure the accuracy of ,these drawings. Furthermore general contractor must check and verify all dimensions. FLOOR AREA COPYRIGHT 1992 NORTHWirST HOME OESIGNING INC. CUv I)p IIIRISIN APP CCCC AUG 1 5 1996 UPPER FLOOR....1,155 S.F. UNFIN.BASEMENT... 651 S.F. GARAGE....443 S.F. GLASS AREA...130.9 S.F. -11.3 % GL /FL PRESCRIPTIVE REQUIREMENTS - - CLIMATE ZONE #1 - ELEC. HEAT - OPTION a TABLE 6 -1 - OTHER FUELS - OPTION II TABLE 6-2 RECEIVED CITY OF TUKWIIA l Z v j� Nl 5 C Cw O z 4: in 2 W i 8 co I w W Z re Z F O CO i nst MING N97 @8; pRtQaIM SMALL. ATIO7Vi3 L. LESS NOTED OTHERWISE. - NUFACTUtRERS STAMP SHALL HAVE DESIGN DETAILS OTI S$ALI SE- IM¢TAL -L D AND NSENT OF THE TRUSS 3 -Z4 H:'. C s'(:'wru -) 2- t* IoHP. C 3 , ALL) IL D J S''a" 17.1V-S HA Z 4puc 1S 1 0 " HEADROOM . D A 7Q Ne TU1N 2 ih ib - mtWlIKT41^CIti4R I b.VflI IT AT flUe WflIMT Scale 11/4" - 1' -0" Z-Z.e Ho C 7 Z - Ztv Ho u"o w^as nr cln J5 ='4nc ROOF FRAMING PLAN a C 0 v ti Z -2 Np. J bit 4- touK-a TS R LNT 4 c. a Cliff OF IUH \4IIA AUG 1 5 1996 a: mrl RECEIVED CITY DE TUKWILA PERMIT CENTER Notes Coont,) ALL FRAMING TO COMPLY WITH UBC CHAPTER 23. NAIL SIZES AND SPACING TO CONFORM TO 1-A4 - TRI1* opt PRUEL \ v / / \ / 4Ix91_ � I--I (3u-tel. X r T 1 r RIGHT SIDE e '4-r pAEJFL 4 i141t 1 4 AR°P.od srAcigm 4, 'I `- I I 5 /0 4: L:r aglialkiNIENS calec- i In s qe "SFVITER Scald i 1/4" - 1' -0" sa..° gncCsi eI .b ,. >vcT EXTERIOR ELEVATIONS �J BACK l FRONT r I II I I I1 11 I I I I l I1 II I I II P1 I1 GUY OF ?UYrtiiU °ROVE➢ AUG 1 5 195 101:0 IVED CIT`! OF TUKWLLA PERMIT CENTER 131 -PnzS LWT:::a: STAIR SECTION ,HEADER DETAIL _IIi' ijt c FfI Rork 7/88 8820 111 IIUR�tallg mP Haft I /181 2r I -2 W 2K HAILER P 14ER 2+ Henn ER Window Schedule NO IT Ait hodioorn windows to hevs e dear opening of 5. 5 0 A Mir` clear width of 20 , height of 24'. Verily with window mfg when ordering windows Windows to he duni-glezed Thermo -type cons!. Verify rough openings with window mlg_ U Size Description A 40311 1 - -(Ft-Tr B 40¢0 C 4 0,0 1 0 50 (/A L-T4) T F I +En Z+ Co 701 Gii./`tE 28- 4'The' • 1 ELEG µere- - t-me Clw /o IV I /1- .i1414. /g1-( 4'11014&1 a oft ILoy& � i /g - I"-I II rL 4.1m-1 0. oI2 crfl462 EfT. tr hN1 r "rV Fog' Z4 - - II ` ' /611 C92 4 Tu24) s&CUC €48+e a= caG J,t4ILEEEi - ir,Rpc' g^SR't=¢- 4' 87 Iw4UL W- -' 0u-r 26 -a ( ZIrirrrt - 7 (T nrEREn Is l- V'v" 13u I6i9 -up Qty 4 40 _ , 481.F4 -' e 4t ~ _ - Cr Z *T'G, BUILDING SECTION 1 2 3 10 2"-4- TP t21-4 Zf ¢ G 7 4- -F.0 -4• (Hof, °t - 4.1uo ory, ou.w) Gila lt &thJ (P -4 't 244- of. F't/*Tt= Door Schedule Size Description :,ty. alc, r,te 218. ■uT ccioxv to CP.44 C1k R -3 - R -3 - ECB• . Nb/CT r z v + I401,6ok1 4 14 Y rio 4 ri. 5H'r l r1 (H .RA. RAter' r ° o.c) pZ and ore a >HTIH, a Ii Ir 11 TAI /17F. Jig_ Zfi- It o - c. 12 -3o ;1 -19 close `,1 ell° ,1 10 AUG 15 1996 nl , RO EZED PERMIT CENT WP,LL — Z,* w k 1 /e " CiA 4' -0" 0 c ( 6>vh 40¢I G4F1T d SECTION r-F10 IF144.0 /k AT RIriri 1/4 Ca Iy Ap., /oIL K L &- 4 °44x. ,J ,,,:_ � UEt c CABINET ELEVATIONS Scale : 1/2" - 1 SECTION (r MASTER BATH 'r -I K • S LIRA Z 0 < `q0' G6"r"t' ell r;✓F; c Fer r l -lV_rl � U (4rrcvcuvnL wu. ..✓c) SPlly FI U1 a AZ e BATH Of 4 ftip• 24"o c 5L1 of as ,z &ageell ,IF ARO/URateL r� SECTION (' n T 1 1 . ” 1 1 ( . . , 1 - Ale 64¢RmZ 74 4 r¢T . 4 1 r/2 A8 2+ I Y (c 11E4 w r sSECTION 1 (PT) dp2e G" (OPT) v.,47104 J LL— — s it SECTION IF 4 , ! eFew * D tij LJ - mE 1,4 + rror-r. FILL r . 5: :d • v o a c I< • — (z)& 0T s — :cow iAgtlEF error• PAN F &Pr .AIR IRARRIER - I /E .5-1 L /alra:.IC. opt (50.4r - CD,' 4IpiF16q 5K 24" o.c. 4c FiB xr L.A -Nov 4+4- ow* 4 zLb Pm 'K Zfb RPM .(PT) Zap J515.. 24 "n.c -(Pt) 4fe FT. gH. • "(E LPc' 4AP csea -m+ w'- (a IytROl 24ce 444 , WA (z) Ill 99e YIV, [, d error PNL A6 44 PbT (PT) DECK DETAIL LM.4 UTILITY P-+-C 's➢1r 2,4" o R -I `" 4 AS /oil- 5-21 peat. 5'p' 24-4 r`1 4l LL %i'b P 45 ' yA ?� 404‘4 2' 4 4. 24' , r -L,c -I “i Rivcav ANAL 6p. — `' /B IA F.4r © e z •4w1ws 4 2.6 g(KC. 1E4 ESI 1 o c ?A WAFT <LPW %■#a OA¢5 REP. r'RTF. e RECEIVED CITY or IUKWILA 8 NORTHWEST HOME DESIGNING INC ti TACOMA WA 98499 584-6309 FA g ii / / AN oS \ uo,n F,,,1 4- LweT i Ri•7 pel. IN - , II i i LPsN vt.,. Vol' °4 J „,, qp p .\\ \ I LZ // I - feet tee. ` - ICI WP,LL — Z,* w k 1 /e " CiA 4' -0" 0 c ( 6>vh 40¢I G4F1T d SECTION r-F10 IF144.0 /k AT RIriri 1/4 Ca Iy Ap., /oIL K L &- 4 °44x. ,J ,,,:_ � UEt c CABINET ELEVATIONS Scale : 1/2" - 1 SECTION (r MASTER BATH 'r -I K • S LIRA Z 0 < `q0' G6"r"t' ell r;✓F; c Fer r l -lV_rl � U (4rrcvcuvnL wu. ..✓c) SPlly FI U1 a AZ e BATH Of 4 ftip• 24"o c 5L1 of as ,z &ageell ,IF ARO/URateL r� SECTION (' n T 1 1 . ” 1 1 ( . . , 1 - Ale 64¢RmZ 74 4 r¢T . 4 1 r/2 A8 2+ I Y (c 11E4 w r sSECTION 1 (PT) dp2e G" (OPT) v.,47104 J LL— — s it SECTION IF 4 , ! eFew * D tij LJ - mE 1,4 + rror-r. FILL r . 5: :d • v o a c I< • — (z)& 0T s — :cow iAgtlEF error• PAN F &Pr .AIR IRARRIER - I /E .5-1 L /alra:.IC. opt (50.4r - CD,' 4IpiF16q 5K 24" o.c. 4c FiB xr L.A -Nov 4+4- ow* 4 zLb Pm 'K Zfb RPM .(PT) Zap J515.. 24 "n.c -(Pt) 4fe FT. gH. • "(E LPc' 4AP csea -m+ w'- (a IytROl 24ce 444 , WA (z) Ill 99e YIV, [, d error PNL A6 44 PbT (PT) DECK DETAIL LM.4 UTILITY P-+-C 's➢1r 2,4" o R -I `" 4 AS /oil- 5-21 peat. 5'p' 24-4 r`1 4l LL %i'b P 45 ' yA ?� 404‘4 2' 4 4. 24' , r -L,c -I “i Rivcav ANAL 6p. — `' /B IA F.4r © e z •4w1ws 4 2.6 g(KC. 1E4 ESI 1 o c ?A WAFT <LPW %■#a OA¢5 REP. r'RTF. e RECEIVED CITY or IUKWILA 8 NORTHWEST HOME DESIGNING INC ti TACOMA WA 98499 584-6309 FA loslda drama or iec I0 za' r80 Gann, 3a 30 ze 30 cr Ae Wm SRI 0 D. I0 v 33 30 Baal D GRIlDoplh I -370 Gals Diameter I] -]/0 21 HO ' 271/ 25 Grata Thickness Approa Weight 3000 4001 0750 BP51 f 1001 :AMC can -AL ni AFl 5 00X :'d :OVAL. L FIR / _ °14iia ALTER AeRIC pArERIA PiRAP '000 00 LORAL 7 2 .GA. r 'ASkED GRAVEL SILTATION FENCE DETAIL EARTHWORK OUSNItVC 1.1EW HOUR 191 2Y cur FO UNDhT10N FO ING FoONOATIOI -t REMAI N' NG 75 Cy C.,l Il G7 20 3URV 7OPOU `F "Il ?R "SOIL can l£0AL n 3'a E' T.ErvCN eba 4 rrO m 2 Fr —�C RE NOTES ."A = 'LACE A DRAWL wI 4 D OFE UoCK :PEARS A DEVCL SHAPE. 7 A8015 SHALL _OVER 90r o, rr 1'.12' TE)OI AND EXTEND XE'ONE THE TAO /5 pr _AE ;RAVE' u ORDER 7 0 Vnlxr.NN AN 3OE55 OVERLAP . VIN As o,ewe .1 AE'P 'RO55- SEC DOH L ' R0.'K- iLLE BOTTOM EL-L 293 -I 8 En 29'. - 2 I S0 OM 264. TR•I -IGH 6oTita'^ 5• • ' Et: 29A.c NTERcEPfDR "0AENGH = I lei \ WIDE , 30" DEEP FILLED wIsH DRAIN ROCK WITH L,» 5,0 5- PER? PIPE at' Az 'e 4" boa SDR 35 Boor PR Nu Yr2/I i SRx'T - INli RCB_PPOR TRENCH: IB " WADE, 35 DEEP FILLED WITH DRAW ROCK W mu fo 5L2>S. PEKE. PIF- 1 °LE Derag ) TENCH EypFE, irL 1DwARDS ROAD Par above too maiaeia with perforations. Grams sal /,10 Holt rota.'. 2a 2 Prose anr kneel n Ina:pemXa catch basins to reseenna and commercial protects. A Mnockout i0 pounded Io •SNt contractor In forming anomml opening. Baee.1he rerfolrve. YARD DRAIN DETAIL 29a A ,20 00' E 15fIN6 TD FSF. Beak-NEP DRPI 0 - I MIN ROCus- FILLED INTER. - tX3 TR6NGfi- 3 PEEP 1% MINI FILTER FiebaRIC SIL1 FENCe_ (SEF- DE -TAIL) j e b 292 4 F',C SDR h o ROOF DOW,J SF9UT i 1 c 120 00 INTERCEPTOR TRENCH DETAIL HFW CAT2H BASIN (T PE I) FM: 264. INVt 203 Ex 4 PLIC SIDE SEWER 202 6- APS — s c wea PRO RoS We SOR - M i @2% MIN New W WINT042 --1 t 4112-00 PS 54 13% M PROPCs -,Ce PRI EW Ay SLOPE '/4 1 /FT ExIST SIDE __ __ -aR E SOWER BR N 0 sr. SIP w C 0 Pt-20 `£r RE 12 r1 Dirk . YARD DRAIN RIM'_ 209.0 - INN 262 0 ( E DES»IL OVER la bur E I 1" 22545 - RIM'. 290.4 INV'. eera 4 (coNF /sr- S hiF_FZ4R PVC SIDE MIR /FI FABRIC /o0X - /OR EQUAL). PIRA? 2: RIJU NO / l.ou<) wASRED - DRAIN ROCK 61 PERT. A.0£ PIPE FtDLyy E7 YLEI -IF� N W4p B r`R E 40 s icas To PRG_VENT SBE Our of 210E-2 EROry+ BonoM 5/ r =,,,,,1 (V/ AR 1' LOC y CE a'<IST. 512E CLVLIER FIROM CONFIRM L02AT1DI_I F\ND DC PRoR. A � it p COt4 Ik.t1C1 F —. 0017 C N 7EIhlT - cc ' 565TH. o EMS < gW6R 2 C-0N Pcflu -298 NO'T'ES: 2PM These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize Hoist orbs of adopted standards or ordinances. Thr rc.. ''lily for the adequacy of the design rests the designer. Additions, deletions or revis:: to these drawings after this date will void this acceptance and will require a resubr of revised drawings for subsequent approval Final acceptance is subject to field inspection by the Public B y : lic Works utilities inspector ( . Date'. t' /Ii]-t l ! � n i a� ,_ C21 EXIT CS TYPE- I RIM' 26 4.to IA. '4: 251.7 DRAINAGE fIPE- odeR SIDE SEWE{Y FJf- S RI 64.7 M - 2 .041 tqu�1 INV: 0 to u I N pwg6 0033O 31 1 3 I. Survey by Aaroe and Assoc_ , Seattle 2 Datum. Val -Vue Sewer Dist. Sewer man hole at center of S 130 St_ Rim elev. 284.7 ft. 3 Contractor to confirm location and depth of existing concrete storm drain pipe along road frontage. 4. All work and materials shall conform to the City of Tukwila standards and the AI'WA standards. RECEIVED AUG 071996 '01KWILA RUE LIC WORKS sew iCE 9z - ADS N12_ Cv ' - GPC%K) Ilto tAvA1 CI' 222 I CB 'hat's j Q6 -3 a G H w Cl) a O Dc v � u 006- . M Q c0 C/] 00 d O X 1-15 0 X00, F O O o ge rm J EL 0