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HomeMy WebLinkAboutPermit D03-163 - LUM RESIDENCE - REMODEL AND ADDITIONLUM RESIDENCE 4444 SOUTH 146x" STREET D03 -163 Parcel No.: 0040000416 Address: 4444 S 146 ST TUKW Suite No: Tenant: Name: LUM RESIDENCE Address: 4444 S 146 ST, TUKWILA WA Owner: Name: LUM KENNETH C Phone: Address: 4444 SOUTH 146TH ST, SEATTLE WA Contact Person: Name: RICHARD PERSON Phone: 206 232 -3622 Address: 2728 80 AV SE, MERCER ISLAND, WA Contractor: Name: MERRITT CONSTRUCTION INC Phone: 206 241 -0383 Address: 1021 SW 164TH, BURIEN WA Contractor License No: MERRICI990JM Expiration Date: 04/15/2004 DESCRIPTION OF WORK: REMOVING \REMODEL EXISTING KITCHEN INTO DINING ROOM; ADDING 150 NEW SQ FT FOR NEW KITCHEN, PANTRY, LAUNDRY ROOM. Value of Construction: $ $33,860.00 Fees Collected: $800.05 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 7 Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: n Storm Drainage: N Street Use: N Profit: N Water Main Extension: Water Meter: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Public Works Activities: N N DEVELOPMENT PERMIT Private: N D03 -163 Permit Number: D03 -163 Issue Date: 11/26/2003 Permit Expires On: 05/24/2004 Public: n Non - Profit: N Public: N Printed: 11 -26 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: . �- l ,,; .:.e6., .. 27u Date: //,.-T3 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit do regulating constru ion Signature: Print Name: doc: Devperm 9 41 , 1 , 97'"\ of pre§,um to give authority to violate or cancel the provisions of any other state or local laws anc work. I am authorized to sign and obtain this development permit. Date: 4l��6S Lt This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D03 -163 Printed: 11 -26 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS z Q • Permit Number: D03 -163 z Status: ISSUED Ce 2 Applied Date: 05/29/2003 6 v Issue Date: 11/26/2003 0 0 N o -IF. (.0 u.. w 0 • }} g w Q rn� � w z = 1- 0 z r~ w U O — O H w W F-� u. O ..z w = 0 8: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be z construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. Parcel No.: 0040000416 Address: 4444 S 146 ST TUKW Suite No: Tenant: LUM RESIDENCE 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 7: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or t rforma -o wo k. Signature: / Print Name: /4W/in Zufkvi doc: Conditions D03 -163 Date: / / / ?h Printed: 11 -26 -2003 SITEi OCATIO Site Address: 4444 Tenant Name: 461 1 Property Owners Name: Mailing Address: 4444 S, ) 46 S1 ;CONTACT PERSO Name: Mailing Address: . T2-6 6 (b E -Mail Address: ;GENERAL CONTRACTOR INFORMATION • Company Name: Mailing Address: Contact Person: E -Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: \applicationa\permit application (3.2003) 3/2003 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 &c Lu g Page I 5 et;. /e0 City City Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** King Co Assessor's Tax No.: 00 4000 -- c›4) 40 — C3U Suite Number:_ Floor: New Tenant: [] .... Yes ..No State Zip TP-c Day Tele hon : J S1 e( Fax Number: cQ ✓►s a ARCHITECT OF,RECORD All:plans must be wet stamped by"Ar+chitect or Record ; • 2 - 1 2£ 8 6 Ave_ 5� -Lor,- sc- - ENGINEER OF RECORD - Ai! plans must be we stamped by Engineer: of Record, -, State State 2 3(,'2j2 ?8v 4-e) Zip Zip City Day Telephone: Fax Number: Z . Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** fie I S /C1 City State Zip Day Telephone 06) 2 3.2. -3 6. L Fax Number: Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: it • l3UIL1J11N9ai Y.N;KM.IU:11N1t'UKMA'11V1 raGUQt..41t -3t)1U ' ::/t;:i at +....4 1:4,,1 Valuation of Project (contractor's bid price). $ xisting Butwing Valuation: $ Scope of Work (please provide detailed information): ■ek h e(A) ����•��� r►tfl 6 04-7 A k- L l it,r/A j e , e) Provide All Building Areas in Square Footage Below Will there be new rack storage? 0 ..Yes No If "yes ", see Handout No. for requirements. PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): 1 C> Floor area of principal dwelling: t Floor area for accessory dwelling: r� *Provide documentati n that shows that the rinci al owner lives in one of the dwellings as his or her primary residence. P P g P rY Number of Parking Stalls Provided: Standard: � Compact: Handicap: Will there be a change in use? 0 ....Yes K.No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: 0.. Sprinklers [..Automatic Fire Alarm .None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 .. Yes Q ..No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. 1 applicalionstpermil application (3.2003) 3/2003 Page 2 Existing Interior Remodel Addition to Existing . Structure New Type of Construction per UBC Type of Occupancy per UBC 1 Fl 17l 315 ) 5©` V -1Q P - �, 2 .-�I a '7 3 ' Floor Floors thru Basement Accessory Structure Attached Garage /252. Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck loo • l3UIL1J11N9ai Y.N;KM.IU:11N1t'UKMA'11V1 raGUQt..41t -3t)1U ' ::/t;:i at +....4 1:4,,1 Valuation of Project (contractor's bid price). $ xisting Butwing Valuation: $ Scope of Work (please provide detailed information): ■ek h e(A) ����•��� r►tfl 6 04-7 A k- L l it,r/A j e , e) Provide All Building Areas in Square Footage Below Will there be new rack storage? 0 ..Yes No If "yes ", see Handout No. for requirements. PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): 1 C> Floor area of principal dwelling: t Floor area for accessory dwelling: r� *Provide documentati n that shows that the rinci al owner lives in one of the dwellings as his or her primary residence. P P g P rY Number of Parking Stalls Provided: Standard: � Compact: Handicap: Will there be a change in use? 0 ....Yes K.No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: 0.. Sprinklers [..Automatic Fire Alarm .None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 .. Yes Q ..No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. 1 applicalionstpermil application (3.2003) 3/2003 Page 2 I TUB LIC:WORKS 'PERMIT INFORMA.T10N: -'ZU6= 433 -U17 Scope of Work (please provide detailed information): Water District 0 ...Tukwila K.. Water District #125 0 ... Water Availability Provided Please refer to Public Works Bulletin #1 for . fees and estimate sheet. Sewer District 0 ...Tukwila .. ValVue ❑ .. Renton 0 ...Seattle .. .Sewer Use Certificate 0... Sewer Availability Provided [] .. Approved Septic Plans Provided ❑...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. ❑...Total Cut ❑ ...Total Fill FINANCE INFORMATION 0 ...Water lapplicationalpetmit application (3.2003) 3/2003 Submitted with Application (mark boxes which apply): .. .Civil Plans (Maximum Paper Size — 22" x 34 ") O...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance (J .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right - of - way Use - Nonprofit for less than 72 hours .. .Right -of -way Use - No Disturbance .. .Construction/Excavation/Fill - Right -of -way Non Right-of-way cubic yards cubic yards .. .Sanitary Side Sewer ❑ ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size.. 0 ... Water Only Meter Size O ...Sewer Main Extension Public _ ❑ ... Water Main Extension Public „ „ ., 0 .. Abandon Septic Tank .. Curb Cut 0 .. Pavement Cut 0 .. Looped Fire Line „ Call before you Dig: 1- 800 - 424 -5555 WO# WO# WO# Private Private 0 .. Highline 0 ...Renton 0 .. Right -of -way Use - Profit for less than 72 hours O .. Right -of -way Use — Potential Disturbance O .. Work in Flood Zone ❑ .. Storm Drainage Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑...Sewer ❑...Sewage Treatment Page 3 0 .. Geotechnical Report 0...Traffic Impact Analysis 0 .. Maintenance Agreement(s) ❑...Hold Harmless 0 ...Deduct Water Meter Size " Monthly Service Billing to: Name: Mailing Address: City State Zip Day Telephone: Water Meter Refund/Billin Name: Mailing Address: State Zip Day Telephone: City .. Grease Interceptor ❑ .. Channelization 0 .. Trench Excavation ❑ .. Utility Undergrounding � '�114~lilTl� Unit Type: ' Qty Unit Type: • Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP/ 100,000 BTU Furnace>100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator— Comm/Ind MEGHANIC,A.L PERMIT;INF OK...A►TION = 24643 -3670 • MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): use Use: Residential: New ....,� Replacement .... Commercial: New ....0 Replacement .... Fuel Type: Electric 0 Gas..... Other: Indicate type of mechanical work being installed and the quantity below: PERMIT,' APPLICATION NO'T'ES - Applicable;to all permits in this application ir• City State Zip Day Telephone: Fax Number: I Value of Construction — In all cases, a value of construction amount should be entered by-the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY O • ' - ' JURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING ' • Signature: ( Date: , Print Name: C-` t" lcyck Pe 5 "'1 - t''c�t7- Day Telephone: C r z 3/4 - C.7/2/1 Mailing Address: (2:72.81 ( 60 - 4.‘ SC Date Application Accepted: C � ) Vpptications\permit application (3.2003) 3/2003 AUTH RIZED T: 1i er -ea-- ) 5 A qt:45 46 City State Zip Date Application Expires: ,/7 Page 4 Staff Initials: >..� � : .. +, .,S,.t.,, �1w' t . �f•�!t�+'�k:ti k:!�,� x. tin 7 �4�s.J':r: `r e t i�i's� . \'t:+.TL�l�l ?' ';'441011;,- . -i5e+ �"e ny. S; of 9tl , iw ;LiL::::�'cv..»f+w•..:.4...::1: Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: ACCOUNT ITEM LIST: Description City of Tukwila TRANSACTION LIST: Type Method doc: Receipt 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 0040000416 4444 S 146 ST TUKW LUM KENNETH C R03 -00662 SKS 1165 RICHARD PERSON ASSOCIATES Payment Check PLAN CHECK - RES Description 1050 RECEIPT Account Code 000/345.830 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 313.40 Current Pmts 313.40 Total: 313.40 D03 -163 PENDING 05/29/2003 313.40 9093 05/29 9716 TOTAL, 31 3 3.40 05/29/2003 11:28 AM $486.65 Printed: 05 -29 -2003 City of Tukwila Payee: KENNY C. LUM doc: Receipt 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Z w w J U 00 J H w w 2 Receipt No.: R03 -01424 Payment Amount: 486.65 g Initials: SKS Payment Date: 11/26/2003 01:10 PM z w User ID: 1165 Balance: $0.00 z F- 0 Z • W 0 O • N O I— wW IL I- LL O W Z ▪ = O ~ Parcel No.: 0040000416 Permit Number: D03 -163 Address: 4444 S 146 ST TUKW Status: APPROVED Suite No: Applied Date: 05/29/2003 Applicant: LUM RESIDENCE Issue Date: TRANSACTION LIST: Type Method Description Amount Payment Check 3703 486.65 ACCOUNT ITEM LIST: Description BUILDING - RES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 Account Code Current Pmts 482.1.5 4.50 Total: 486.65 5111 11/26 9716 TOTAL 496.65 Printed: 11 -26 -2003 Z Project: / I U'7) R den( e Type of sp ctioJr; e frI Address: +� � ! 4/ Ll 9 "C )j f _5 __ Date Called: (/ , ©F d ?y /b Cf Date Wanted: ID k O10,./ a.m„ Special Instructions: p.m. Requet� ./ Cat e ) U ✓yl Phone No: (2 04 -8)5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 144,- s I REINSPECTION FE at 6300 Southcenter, • p or: Receipt No.: REQUIRED. vd., Suite 1 Date: (206)431 -3670 `)/ rior to inspection, fee must be 0. Call to schedule reinspection. Date: Project: 1-.1f;.-w1 R P2 Type of Inspection: :. M -('or rtA A 4 ,19.4.) er I Address: Nl -i s, , qt. 5T Date Called: S -2- q - by Special Instructions: Date Wanted: e -Z� - Dy r, p.m. Requester: ArN Phone No: D6 (=,moo - / qa 3 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 U Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Receipt No.: INSPECTION RECORD Retain a copy with permit w siuz9 t�Pe IC -- wood GO t t S c.a.., (�► N (206)431 -3670 c or: l4 -1 Date: Z � = �� $}7x00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be p id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Project: L VW\ ‘ t2-CS Type of Inspection: Co LAZ (rte Date Called: �J a 2,4 -oy Address: LjNgy ',• I L( Special Instructions: Date Wanted: R- 2S oy Requester: . Aki Phone No: 06- (050 75 I2- INSPECTION NO. COMMENTS: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. ector: Date: — (9 7.00 REINSPECTIO EE REQUIRE ). Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: Date: Project: ,, Type of Inspection: Address: LI"Iy L I .►• H 51- Date Called: g - 2-"u -ay Special Instructions: Date Wanted: ?. __ 21�t(— 0p.m. • Iii Requester: --� —_{ I) Phone No: � a, OG, r G,r S0 _ • / ✓ (/ `l INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: Ins ' ctor: Receipt No.: INSPECTION RECORD Retain a copy with permit roved per applicable codes. 0 Corrections required prior to approval. Date: 206)431 -3670 7.00 REINSPECTION r E REQUIRED. ' rior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Pr ct: IA t I /1/1 l G e51 (kJ Type of Inspection: (6 f, e i 16,c / L 111' f � 1 /1 5 ' . d fr rss4 ;- /g of S j / Date Called: 4 .o Special Instructions: Date Wanted: 411 3of64 m. ,:� Requester: TIfifrl Phone No: g - 7S4Z- l� INSPECTION NO. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. CO MENTS: nspector Receipt No.: INSPECTION RECORD Retain a copy with permit Date: Date: (206)431 -3670 ❑ Corrections required prior to approval. ❑ $47. REINSPE /� N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Sout center Blvd., Suite 100. Call to schedule reinspection. Pr ect: Type of Insp- ction: • Add i s es Date Ca ( 'i Y1 0 Speli Instructions: _ Date Wanted: 4 ) o w 0 Requester: rba4A `t t (f Phone No: ..Q( 9'Ce 0 7.59, INSPECTION RECORD Retain a copy with permit INSPECT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 proved per applicable codes. El Corrections required prior to approval. COMMENTS: Date/ 0 2,, 7.00 REINSPECTION F . REQUIRED. Pyfor to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 10 . Call to schedule reinspection. eceipt No.: Date: PER 206)431 -3670 Proj ct: L ht J� / � Type of Inspect'an: , I' I ..41t, a A..,, i 1^ Ad • I. s , f (4, c, / L& Date Called: / 27/0 S ecial Instructions: p Date Wanted:k , Reque ') AA-% Phone No: 2 AL 7rip COMMENTS: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ctor: (206)431 -3670 131Approved per applicable codes. 0 Corrections required prior to approval. 47.00 REINSPECTION EE REQUIRE ' . nor to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 1 .0. Call to schedule reinspection. eceipt No.: Date: Proj +,� Inn l Qn ; p Type of Ins i9n Add -ss: 4 & 14c,.. 9 . Date Called: t 91,. 0 Special Instru bons: Date Wanted: ( g ::m /3f Requester: , Ayde - tft ) o — 1 j 2, INSPE ON NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. HAW ri S47. INSPECTI ! � FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: INSPECTION RECORD Retain a copy with permit f4 Corrections required prior to approval. Date: Pr ject: pp Ty`O nsp•ction: Ad . ress: Se .4 t Date Called: Spe ial Ins ructions: Date Wanted: 04 a.m Reque Phone No: Sl — �l/ t "p `_ D— 7 / I _ e ✓ 1 r"� pJ INSPE ION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 IN per applicable codes. 0 Corrections required prior to approval. C Insp.ctor: s�. Jam► Dat R / d `,( $47.00 REINSPECTION F REQUIRED. Prig/to inspection, fee must be poid at 6300 Southcenter Ivd., Suite 100. all to schedule reinspection. e (pt No.: Date: Project: t Type of n: . A • ress: • 1 ; Da alle • D V11.-.m. Spe ial nstruct •ns: Date Wanted. ? / 3 0 it9 Li Reques r: 1 614 Y1M Phone No: ,,) COMMENTS: Receipt No.: INSPECTION RECORD Retain a copy with permit INSPEOZION NO. CITY OF TUKWILA BUILDING DIVISION PERM 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: Date: 3- -0 $47.00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcente Blvd., Suite 100. Call to schedule reinspection. Date: Si3 Pr ject: 1 .,-• (/t, Alae4ektxe !e Type of Inspection: kYA;, • c/a. Address: 4 4.4 s , 1 Date Called: �-- • � � ;, , . Special instructions: ' Date Wanted: - v 0 .• -°'p p.m. Requester• Vl A Phone No: r a - L — 7 54 f.1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit (206)431 -3670 Corrections required prior to approval. Inspector: Receipt No.: /7 Date: $47.00 REINSPECT! QN FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. iDate: Pr ject: 14 11,7 T of Inspection: • h v7c. `,) c 1. r 1C r Cr I 7lr. Date Called: led Ad . r s: Special Instructions: ( O.'60 tAA...... Date Wanted: -3/10/04 .. P.m. Requester: a Phone No e /_ ,! 4 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: Inspector: Receipt No.: INSPECTION RECORD Retain a copy with permit Date: r / I r p. (216)431 -3670 i'E 81 Approved per applicable codes. ID Corrections required prior to approval. Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. N COMMENTS: mii..- ? 5 .ilr/ P t / i�'1/ � l \ ) i / . 17 Typ• if Inspectioj trio �► . 4: /,/ 1 i ie/- (./erert. h 'e,-t_ 1 i , , ' - ,' Da e Called Special Instructions: ._. , .., t Proj•ct: 1, - �,1 it Typ• if Inspectioj trio �► . 4: • • .. ' 4 , _fv0h1 5 o L1 Addis2i. 1 ' - ,' Da e Called Special Instructions: t Date Wanted: / • R equester: l ' " " 4'1/7 /neM--LW Phone o: .-r -2 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. nspector: Receipt No.: 3 Corrections required prior to approval. Date: PER (20•)431 -3670 --62L- El $47.00 REINS}'ECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter R.;Wd., Suite 100. Call to schedule reinspection. Date: COMMENTS: sect: 1 ► .IL (.(_( .s---f; T pe of Inspection: • _)� ♦ if /' . • / / l/ Date Called: /r l Special Instructions: L Requeste . 1> .,/ 7. ! / C Z/t. A ,," pgr 4, e /-4.4 T G / C -,2-: ,i 0 0l %5 04-7.4 7i>7 , J Iii d 1 , I . / // 47 /1.' ... ,- 11 71 -1 .. . ti it Y -i ." - r . Al) P Address: sect: 1 ► .IL (.(_( .s---f; T pe of Inspection: • _)� ♦ if /' . • / / l/ Date Called: /r l Special Instructions: Date Wanted: 1 I 1 / � 3 r "d, j V p.m. Requeste . 1> .,/ 7. ! / C Z/t. A Pho a No: �Ce — La 50 - ' - 7c a ... ----- INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Inspector: { INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. Q 1 F6 REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COPIES DATE NO. DESCIIPTION ra.. i r c -. 42 � l � �. ` I M. TO ac: f fE tf, -- 8440a m (206 4 31-3445 WE ARE SENDING YOU )4ttached 0. Under separate cover via T O'd O Shop drawings d Copy of letter THESE ARE TRANSMITTED as checked below: O For approval O For your use 0 O c/ 2726 80th Avenue SE Suite 202 Mercer Island, Mesh. 98040 (206) 232 -3822 ❑ Prints O Change order As requested For review and comment FOR BIOS DUE 19 Kf • • ❑ Plans COPY TO was•11O• MC, .nCI..Y..• •,. nn1 •• ....I �,_.,.. _.... ZZ9E —ZEZ 90Z LETTER SF 11 D*Ti Lea Pr ge ❑ Samples JO. NO. the following items: 0 Specifications D Approved as submitted 0 Resubmit_ copies for approval D Approved as noted ❑ Submit, ,copies for distribution O Returned for corrections 0 Return prints 0 PRINTS RETURNED AFTER LOAN TO US APR 2 7 2004 BUILDING �jo3 -�c�3 SIGNED: osIW /vda vES =oT 170- EZ -.Adv Luty) Pcstayi G.@,, -. BEAM C4I..4 . 0 ' 5e - esv,0 is '. .... /I rw 6 / -G 1 -kiS t l4i 4. ( I / a /°24 ,t • ( —1 a 5 7 iP �� l4'' 5 P' ' n pin 4424 L,Argto - • zz9£- EZ 90E 1.40 lCLdsr 4.0.4p . l6. ___,f Y1/1 W 5 7 4. ,. I r 14 x V42.. IS 064V / G758o M 5= \\ P. IE 411-44c.44 ee( �• gra T • .c94. 2.419 P ire 4q 142.44 J?/4 IF 3 7 4 1 1 - / • ( �7 » 71.,4- 51) o . y i l 1/ x <7 - 34- mi l! i } s 2 1 / 2 a 1 . 0 4A Cr ckL , 7 51 RECEIVED APR 2 7 2004 DEPARTMENT NT 3SIW /Vda vE5 =ot VO- E3 -adb z w -1 UO c n a w J = H LL WO 2 gQ I �W ZF. z w U � O N_ H W I- u. O .. U N o � z SIZE MAXIMUM VERTICAL SHEAR (LBS) MAXIMUM RESIS'T'IVE MOMENT Fr— us) MOMENT OF INERTIA IN.° WEIGHT (ZES /FT) 100% 115% 115% 125% 125/ 100% 1l)p / 115% 115 /0 o 125/ — 1 x SW' .,1830 •21051.•:.; 1,142285 ,:s= ;f .=: 245 ':::_; . ::2580. • . :2805 :. 25 2.50 • 1 % " x 71/4" 2390 2750 .3630: , • 2990 .:;,;'s3950;.1:':,..;. ' � 3 Q 7 � 2 � 0 �{ h )'i;' 190:;t' 4280 4650 55 3,25 1 x 9 ' .. 3160 "!. ' 125 • 425 1 x 11''./8" 3950 4 540 4940 9600 11050 — 12000 245 5.30 1 x 14 "• • 4650 .. 5345:.. ;:.'.•:$810 = :, ` ' . '•1'506. 19400 - ; : • 21085 . ..400 ... 595 6.25 . 7.15 1 1 x 1E;" 5320 6120 6650 16870 1 x 18" . ..'5985. 6880:: •., .' 7, 80;'• ; . ' '( 24240; rli26350 .. ' . ‘ 850 8,00 6 P 0 DEFLECTION I ' /1d0 ONE - 13'•" x 5 3 / 4" ONE- 13•"Y 71/4" ONE - 13 "x 9V /;" ONE - 1 %"x 114" 1'/240 ALLOWABLE TOTAL 115% Snow LOAD DEFLECTION ALLOWABLE TOTAL LOAD DEFLECTION ALLOWABLE TOTAL LOAD DEFLECTION ALLAWAHLE TOTAL LOAD 126% Non -Snow L /180 • L /2� 119% Snow 125 %, Non-Snow • L /1 ©0 L /2 0 115% Snow 12S Nun L /180 L /2 4 0 116% Snow 125% Non•Snow 6 609 458 • 2 9+6 _ • 201 574 i° 4 ".. 624 45 t.�a (;al 951' ; ;'', i s F,.3.) ....63S 423 76 760 ;r: z'� :::;3 :'161 118t 1751.• 1286 . . 2259 •• 2455 ' _ 8 93 1904 1961 267 323 351, • ` 27/ 412 • 433 ' . 309 :56? 4`;9 ''`. ''';' ; 631 • 906: 716 985 T /Y, ' ' 1381' 10191 1501 9 190 t.12 •2 i 1196 10 139. 104: • ' • 207 22S '.. • 2 :41 ' <: 228',; 173 ; : ••a 283 '' `372 ` 308 ' . ' . °?. 387 .; '580 479 630'• 521 884 731 • 961 194 11 1O:- 79 171 186 12 81 61' 143 156 . '179 • .. ' 134.... • . 238.. '" , •'258' , '•,•,''••. •.,3 • ` -. •4Q3 438 569 614 . 667 I :j 1 4 1.',•1 48 122 133 I41 10(i 203 220 :419 2393 , , , ' - '' :i4 :3 • 296 • 3 73 • °, IISIP :'O1 .' .2.3 �;( 32 39 ' 105 115 1 1 4 : - ' ..' 85 • • ' • 175 •• •:190 ' ' 2 5 7 ' ' • 257 "• 322 451 393 490 15 16 41 31 _ 92 10O 93 70 152 if.;:;, 21 I 5 2.`.;8 2630 - 'I:?7 _,... 77' ~ •. '134. '.' : 1.74`i,; " 1:r.. •.'Z27 '246 334 250 • 345. 375 17 54 1H 118 129 146 109 2.01 718 2130 ?AO , 306 332 18 , '•54..1: ::41 !,`1O 15 1 :. ; :.' - % •• •',)79• 195 • 237 178 273. 297 19 . ••• * -r- 16 :is 95 103 105 79 161 1' /`i 203 1`;2 245 266 . 40: '''::,30:_ '' • g . 1 •••• . !: ' ; ' I;95: • 158 174 •131 221 240 21 78 59 132 14:3 151 11:4 200 218 22 --r- -- ` .r... r_ : .: ,' ''''''..• '7' ,< ti'.:' . ... .12d • 130 132 ' 183' 199 2 : - " 60 4 s 110 1 19 116 87 - 167. 182 14 • ' 53 :' ` ' .40' 101 109 102 77 153 167 - Xi 47 :4.i 93 101 '. )O 68 141 154 ? • . . • ' 4 . 4 • • . ' ' 42' -' ' ` 31 •" • 86 93 • 81 60 131 142 27 72 r;4 121 1 :12 28 .1 • ; ; : _ .. , , . . 65 49 113 123 29 t - SH _ 44 IO`; 114 30 • .... ' "•�y • :: :.;•;� . t . ;'':i : �' a ' c' --I ' 53 40 98 107 112CRO=LAM"' LUMBER ALLOWABLE LOAD TABLES (ROOF) ALLOWABLE LOAD LBS. /I.IN. FT. 1•-• ' 1•;t -nrrt (Or UrAk ill n 1 :Jlruc:hlre, it it tic:c:csRiry to check t1tte allowable total 10.1i) t.ulurnn and Illy ..tppl'OpriOtC c1c:(1ec;t1ort column. CHECK LOCAL CODE FOR DEFLECTION CRITERIA. MICRO :LAM" LUMBER DESIGN PROPERTIES 4 ALLOWABLE DESIGN STRESSES MtJtulu 01 1'.1r1411C1ty E _ 2.0)x 10 list •l.•t 0..n.•h,l•• I' i.Ats n 1 1 r1C:X111'CIl Strct ;s l = 2)300 psi `.'.1r:• V'r.' 3 ::?h 1 , i «R' ' ;, ' E'I Y E 1•r.rl�;iun parctllel to cII'ain I, = 1850 psi 6.� 6dd6rrrrrrrr ■ CorriPrixision pc:rp*+ndic:ulcir to grain prireille1 to glut:* 11x1 f = 500 psi Cc.i tf?re scion t.,urallc :1 to drain 1,11 - 2700 psi Ht�rizc�nlcll 11110.11' perpr:n(_(ieuhr IC) t41ue line f = 285 psi £0'd ZZ9E -t: 9OZ • I\ :;r;tBC ;t r ,raa }1; ,l11:' t:un) :.I r:ra:,,u.Nli::CUa:ra APR 2 7 2004 BUILDING DEPARTMENT 3slw /vda vES :OZ •vo- EZ -.Adv DotOC t . 2 , 2 :11:54AM K'EXPERT DRYWALLeer in6 AT TN: COMPANY.: Expert Drywall 12810 NE 178th Woodinville, WA FAX: CC: Hard Copy to Pollow via Mail: Yea ❑ Tony, Daniel Kasai Principal Kosnik Engineering KOSN1K ENGINEERING Tony Vranich ONI d3T131HOS SIA' 1 DATE: PROJECT: ICE JOB NO. PAGES: 1 of 4 No Phone: 1425) 743- N0,5701 P. 2 p• l FAX MEMORANDUM 10- 03-03 Tukwilla Commerce Center Suite B 03 -011A We have reviewed the ceiling assembly for this suite as described within the attached sketches. It is our opinion that this assembly can support an average ceiling load of 8 pounds per square foot provided that the 8" deep joist are braced at their mid -span and over bearing walls where the joist bear on top of the wall, as shown in the attached plan and sketch. The 8psf allowance should be adequate for the suspended ceiling system including light fixtures, bait insulation and miscellaneous heating ducts and grills. Please call if you should require additional review of this assembly. Sincci ely, RECEIVED :_uo3 BUILDING DEPAEFTIVIENT ba?-- 425 743-7004 Fax: 423 743.1848 16300 Mill Creek JUvd., Suits 105 Fill Creek. WA 98012 i0ZSL9LSZ0 ZZ :9T co0Z /Z0 /0i Q = Z ~ W CL JU 0 wF- M LL w LL< O =W T z H O z F- W 0 O — aE- W I I o tiro U 0 z rivot of ,oat .frt V L k //b A 1" *es Ar / ctl ir1 fW , terde.. 4 .44 /Ff o, deli - ~rt. 411/ dw, . NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. N z -o _ - Ft, z •• o� 0 m m m =+ v " o c m z O -1 -� Z rn C En r p m rnN v � n r- � rn • z 10/02/2003 16:22 4257875201 Win °1531,140 'd oewoN .Sfo t -.w/o X0,5 9 i‘ seti do 4 ,1 NAV I ,, , 010 9f f✓vgd* "Iv risVs, - pJ' e'd 'd 10t9'ON - c.'.. (Sao) 1 4W VMd yio" apni vaA' y66' iv x413 15441 it iy / f i.voy3a f „$ •v& Ai i r riot do v/ e s ",c �r1( 1 WMAN ld3dX3 ndot:Zl EOO '11 • 2 uT - O l83dX3'N Watrr :tl :COE 'Z '1O01da 10/02/2003 16:22 4257875201 i j a - ` ..__ ! ...i. — w _ - - f. 1 • 1 •: • • • i - - - - ; • • • • ;. .. • • • ' f , r — r- } • •• } • i • t . • •3 - 4 i : 1 I i ;• i• 1 i- • , 1 1 1 . • . ; 1 • • • d 5 d }OL OhN -EIL fszf) DAVIS SC}• JELLER INC • • • • a •1 i i t ` 1 ?" 1 i • t ! 1 s • c 1 • V • V � . ' • i 1. , 1 • ; - i ` ; f • PAGE 05 • • 1 . 2u a..1a.11d1 Aj0 Id3dX3'x i{Yt : (t 'EOOZ ' Z ' } 3 0 aaaf • NOTICE: IF THE DOCUMENT O THE QUARITY OF THE DOCU�MENTA THIS NOTICE IT IS DUE ACTIVITY NUMBER: D03 -163 DATE: 05-29 -03 PROJECT NAME: LUM RESIDENCE - KITCHEN ADDITION SITE ADDRESS: 4444 S 146 ST X Original Plan Submittal Response to Correction Letter # REVIEWER'S INITIALS: Documents /routing sI p.doc 2-28-02 r� g �� PLAN �EV� � � ` � BehiNG SLIP Response to Incomplete Letter # DEPARTMENTS: � '(� MSI Kitt_ ‘,-3 -�3 C�z, n, (0-3-412 Building rvision Fire Prevention ❑ Planning Division Public Works , , Structural ❑ Permit Coordinator Mitt it& DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE:_ 06 -03 -03 Complete [ Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route [21 Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07 -01 -03 Approved ❑ Approved with Conditions [ Not Approved (attach comments) ❑ Notation: Permit Center Use Only CORRECTION LETTER MAILED:_ Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY Revision # After Permit Is issued Not Applicable ❑ DATE: LICENSE DETAIL INFORMATION Form Page 1 of 2 ** STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION Current Filter: None Registration# or License MERRICI990JM Name MERRITT CONSTRUCTION INC Address 1021 SW 164TH Address City BURIEN State WA Zip 98166 Phone Number 2062410383 Effective Date 4/14/2001 Expiration Date 4/15/2004 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity CORPORATION Specialty Code GENERAL Other Specialties UNUSED UBI Number 602108619 *VIEW CROSS REFERENCE FILE FOR THIS LICENSE* * * *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * * *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * * * * VIEW CONTRACTOR INSURANCE INFORMATION * * * New inquiry by CITY , NAME , PRINCIPAL OWNER NAME , LICENSE , UBI NUMBER , check the L &I Contra for Industrial Insurance Premium Status or return to the L&I Construe .tion Compliance Home Page https : / /wws2.wa.gov /lni/bbip /TF2Form .asp ?License= MERRICI990JM 11/26/2003 • • S • • • r • :, • . , r s • • r.� t' ••r t . . 4 V • • A AOAPT AFF ALT ALUM AIM APT AURAE T J • . COMP olXIND r 5 • 'CONT D DS bET • OF DIAGR 'OW ELEV EW °EXP • aEA f , FE FEC .. FR FINY.FIR. FL FLUOR FND FOB FOC FOS FTC .CIA GI GPM GSB GINO ` HC HVAC • -. ' .1NICAND INT :'KIT .xw IM Bedroom Bearing , cabinet Catch Benin . Closet Composition - Y • Oe Condition Dryer (clothes) Downspout ' Fir Dishwasher '• Elevation Each Way i ftoosure • .Exterior Fire Extinguisher Firs Extinguishrw , Cabinet . Frost Free Hose Bibb Finish Floor Floor 'Fluorescent Foundation 7 Foie Of Bean Foam Of Concrete Face Of Stud . .. 'looting . Galvanized iron Gallons Per Minute Gypsum Sheathing - Board Gypeurn WdI Board Handicap • . Hollow Care •.Heotirng Ventilation ,& Air. Conditioning Hat Water Heater 1fltererationd Conference Ong Officials descent interior • «Cltchen Kilowatt DESIGN Anchor Boit Arresseible Adoptabie Above Dish Marmite .Aluminum Amerloan Notional Standards institute Apartment American Society of Heating, Refrigeration k Air Conditioning , 'Engineers American Society For Testing •yoterlais • •slh . Building A. LOADS - UVE LOADS , Roof - (snow) Floor (roe) Partition load • Corridor & Exit Facilities DOCkil SON Bearing Earthquake � Sensitive areas • lood S. LATERAL LOADS CRITERIA • Allow 33-1 /3% increase in stresses for wind and seismic forces. Lateral • forces are transmitted by diaphragm action of the floors to the shear wails. Loads are then transferred to the footings, where ultimate displacement is resisted by passive pressure of earth and sliding friction of earth. Overturning le resisted by the dead load of the structure. • 1. INM►d: Exposure B, Basic wind speed 80 mph, per UBC 2 Seismic -- Zone 3 per UBC (ZIC/Rw)xWieV ; Z =0.30. i•1.00, 02.75, Rws6.00 Vws0.14W (Dead Load of Structure) STATISTICS • SITE AREA PARKING. DRIVES, WANKS AREA flUILDPICAS AREA TOTAL IMPERVIOUS PARKING REQUIRED - PARKING PROS1DED GARAGE TDTIi1L FLOOR AREA 25 2 • SASEMIENT 0 FIRST FLOOR 17// sECa�o FL OOR �9 • GLAZING � NA N/i LOC LONG LT.WT. MAX MIN MTL NFPA NR 0/ • OC occ OH 058 PC PEND PLf PLY PRE-ENG PRE-RN PSF Ps PT R REC REM REF REINF REQMTS S S '& P S lc2P SC SECT SF SGD SN SHT SHTNG SIM SL SQ.FT. STD STG TB THICK TP TR TV TYP UBC UFC UL UMC UPC 'V VERT w w W/ WC WD WP 1Mi GWB SQ. FT. • SQ. FT. ♦ Lavatory Location Longitudinal Light WMWght Moxirnum Minimum Metal National Fire Protection Association Non - -Rated Over On Center Occupant Over Head Oriented Strand Board Pull Card Pendant Pounds per Lined Foot Plywood Panel Pre-Engineered Pre - Finished Pounds per Square Foot Pounds per Square Inch " Pressure Treated Range Recessed Recommendations Refrigerator Reinforcement Requirements Sink Shelf A Pole Shelf A 2 Poles Solid Core Section Square Feet Sliding Gran Door Hung Single Sheathing Sknlar Slider Square Feet Standard Storage Towel Bar Thickened Toilet Paper Holder Treated Television Typical Uniform Building Code Underwriter's Laboratory Uniform Fire Code Uniform Mechanical Code Uniform Plumbing Code Volts Vertical Washer k"dothes) Matte With Water Closet Wood Weather Protected Water Resistant Gypsum Wall Board 25 PSF 40 PSF 20 PSF 100 PSF 60 PSF 2000 PSF ASSUMED ZONE 3 NONE NONE SQ. FT. SQ. FT. SQ. FT. /1,400 S4. FT 48.0 SQ. FT 2.121 SQ. FT '1 0 I SQ. FT 'V./ % of site area 2 SPACES 0 2. SPACES /so V ,it.Emova . 3/5 5P SQ.FT. S of floor area SQ.FT. % of floor area GENERAL NOTES 1. DO NOT SCALE DRAWINGS. Notify the consultant if any discrepancies exist within the drawings. 2. Verify all grades, dimensions and existing conditions at the site before proceeding with the work. 3. Dimensions shown are as follows: (unless otherwise shown) a. To the exterior face of stud at outside face of wall b. To the centerline or stud face of interior partition c. To outside face of concrete d. To the centerline or face of columns and openings e. All doors shall be located 3" from face of stud to edge of door opening 4. Finish floor (FIN. FLR.) refers to top of plywood, light weight concrete, or concrete slab. 5. Repetitive features are often drown only once & shall be completely provided as if drawn in full. 6. The contractor shall verify and build in bucks for registers, grilles, and all equipment provided by others. 7. The oontroctor shall verify dl rough -in dimensions for equipment aid fixtures furnished or installed by himself or others. 8. The contractor shall consult plans of all trades for all openings through slabs, wale, ceilings and roofs for ducts, pipings„ cabinets, conduits and equipment and shall verify the sizes and locations with sub-contractors. Joist notching and hole boring shall comply with UBC 2517(d)3. 9. Contractor shall provide owner and consultant with complete set of as- -built drawings for the structure, plumbing. heating, ventilation and electrical and other work concealed by finished surfaces. 10. Submit shop drawings prior to fabrication and installation of items fabricated in the shop, for approval by Owner. 11. Room numbers shown on drawings are for construction use only. 12. Room finish schedule and door schedule shall not be token as a complete specification for oil materials. Schedules shall be binding to the extent of the materials they do specify. CONTRACTOR NOTES The following notes shall serve as a guide to the Contractor to verify each condition with the product manufacturer or supplier, and /or local Jurisdictions for their requirements prior to submitting a bid to the Owner or proceeding with work. The items outlined below are not intended to be an exhaustive analysis of all possible areas of concern or conflict, but rather to serve as a beginning point in identifying commonly overlooked areas in the construction process. 1. Review manufacturers product literature for installation instructions unique to the project construction type. o. HVAC equipment and ducting b. Recessed and semi - recessed lighting c. All exhaust fans and ducting d. Receptacle boxes (ie., iV, phone, electrical, vacuum, plumbing) e. Any other built -in or recessed equipment which may penetrate the Integrity of a rated floor/ceiling or wall assembly. 2. Review local jurisdictional requirements for complete installations ofthe following (if required): a. Building Fire Alarm (NFPA 72A) and Smoke Detectors b. Fire Extinguisher size and location c. Emergency lighting and exit lighting 3. Coordinate with the following utilities and comply with local Jurisdictional requirements. a. Gas Utility b. Telephone Utility c. Cable TV Utility d. Power Utility (vault requirements -- easement) e. Trash Service f. Health Department 4. The following items (if required) shall be BIDDER DESIGN Systems. The Contractor shall provide a COMPLETE SYSTEM to the Owner and Building Department which complies with all jurisdictional requirements before a Building Permit is issued. a. Building and Site Electrical b. HVAC System c. Plumbing System d. Fire Alarm System e. Vacuum System f. Fire Suppression System ELEC, MECH & PLMB NOTES 1. HVAC Contractor to provide heating load calculations to the local Jurisdiction for approval prior to construction (within 150% of calculated heat loss). 2. Electrical Contractor to provide lighting power budget (per local energy code) for exterior spaces to the local jurisdiction for approval prior to construction. 3. Water flow limiting devices shall be provided at lavatories (0.5 GPM). 4. Water heaters in closets shall be electric only. If water heater has a non - rigid water connection and Is over 4 feet in height, it must be anchored or stropped to the wall (UMC 504). (provide water heater temperature control). Water heaters shall be labeled as complying with ASHRAE Standard 90A -80. 5. All piping In ceilings, floors and exterior walls shall be on the warm side of the thermal insulation. 6. Provide laundry room with mechanical ventilation system per UBC CODE NOTES JURISDICTION: EXISTING 81.D3S: CODE EDITIONS: ENERGY CODE: BLDG. SETBACKS: FRONT SIDE REAR BUILDING HEIGHT: BUILDING USE: OCCUPANCY: CONSTRUCTION TYPE: 30 FEET Residence R-3 V -N TUKWILA, WASHINGTON RESIDENCE Current Editions -- UBC, UMC, UPC, UFC Local Energy Code 20 FEET 5 FEET MIN. - 15 FEET TOTAL 25 FEET STRUCTURAL NOTES STRUCTURAL NOTES con General: 1. All methods and materials shall conform to the current edition of the UBC, A.C.I. 318, A.I.S.C., current edition, as amended and adopted by the local Jurisdiction. 2. Drawings indicate general and typical details o' construction. Where conditions are not specifically indicated, but similar in character to details shown, similar details of construction shall be used, subject to review and approval of consultant. 3. The contractor shall provide temporary bracing for the structure and structural components until oil final connections have been completed. Soils Data ,' Excavation / Backfill and Compaction 1. Per Soils Report or assumed soli bearing at cont. ftg us 2000PSF. Allow 33-1/3: increase for loads from wind or seismic origin. Equivalent fluid active pressure and passive pressure are 35 PCF and 300 PCF, respectively. 2. Excavate for footings down to depth shown on drawings, or to firm undisturbed material. Areas over- excavated shall be backfilled with lean concrete (f c- 2000PSI), or be structurally filled per backfill and compaction note, and shall be done at contractor's expense. 3. Backfill and compaction shall not be placed until after removal of all forms, screeds, other wood debris, and material subject to rot or corrosion. Use only materials approved for backfill. In areas under slabs or footings, material shou:d be granular in nature, placed in 6 -inch lifts and compacted to at least 95X of maximum dry density as determined by AASHTO compaction test, procedure T -180. The fill should be limited to clean, granular material. Concrete: 1. All concrete shall be hard rock concrete meeting the requirements for "Ultimate Strength Type Concrete ", per ACI 301, Specifications for Structure. Concrete for Buildings." Proportioning of ingredients for each concrete mix shall be by method 2 or the alternate procedure given in ACi 301. Place concrete per ACI -304 and conform to ACI-604(306) Winter Concreting and ACI- 605(305) for Hot Weather Concreting. Concrete shall be placed to avoid segregation, honeycombing or pockets. Use interior mechanical vibrators with 7000 RPM minimum frequency. Do not over-vibrate. Concrete shall be poured monolithically between construction or control Joints. Protect all freshly placed concrete from premature drying and excessive hot or cold temperatures for seven days after pouring. Provide consultant with proposed construction or control joint locations for approval, or use Joints as shown on drawings. All ties and anchors shall be cut off flush with the surface. Surfaces where exposed shall be smooth and free of irregularities. 2. Twenty -eight day compressive strength of concrete shall be: Slabs on grade: 2000 PSI; Max Slump = 5" Footings and Wails: 2000 PSI; Max Slump = 4" These slumps may be increased if a proper addition of Pozzolith is added to allow higher slump and greater workability without changing the water content of the original mix design. 3. Cement must conform to AST/4 150. Type I or Type II. Consultant's approval is required for use of Type III cement. 4. Water must be clean and potable per AC1 -301. 5. Coarse and fine aggregates shall conform to AS714-C33. 6. Water reducing admixtures must conform to ASTM- -C494, Pozzolith 344N, Pozzolith 100XR, or Pozzolith 122HE. Pozzolith shall be incorporated into all concrete in exact accordance with the manufacturer's instructions "Synergized Performance Systems" . Concrete using Pozzolith admixtures to produce flowable concrete may be used with Consultant's approval. Admixtures and dosses will vary depending on climatic conditions and the Contractor's Jobsite requirements. Maximum slump for Syr.ergizod Performance Systems" concrete shall not exceed 8". Use in accordance with manufacturer's recommendations. 7. Air Entrainment: Conform to ASTM -•C260 and ASTM -C494, MB -AE -10 by Master Builder. Entrain 5% +/- 1% air by volume in all exposed-eerier- 8. No other admixtures permitted unless prior approve! is given by Consultant. Reinforcing Steel 1. . Detail, fabricate, and place per ACI -315 and AC1-318. Suppor reinforcement with approved chairs, spacers, and ties. 2. Steel reinforcement shop be new, deformed billet steel meeting AS":'M Standard A615; Grade 60 for d5 and .urger ba except as noted; Grade 40 for #4 and smaller bars. Grade 60 bars shall not be bent in field after placing. 3. ' Reinforcement in all walls, slabs, and footings shall be continu around corners or corner bars provided, both vertical and horiz 6. Welding: Tack welding of rebar is not permitted unless called for and approved by Consultant. 7. Minimum Reinforcing. Where reinforcment Is not shown on drawings, the "Building Code Requirements for Reinforced Concrete" 'AC1 318-83) shall be referred to for proper reinforcement. 8. Rebar Cover: Provide concrete protection for reinforcement as follows: 3' Concrete deposited against earth 2" " Concrete deposited against forms but exposed to,,,t 1/2" To ties in columns, and tied rebor in walls 1-1/2" For bars in slabs on ground 9. Welded wire fabric: ASTM -A185 and ASTM-A82 10. Deformed bar anchors: ASTM - -A496 Steel: 1. Misc. steel per ASTM A36, Fyw36000PSi. Bolts: Use ASTM A-307. 2. Notations and notes on drawings relating to framing clips. joist hangers, and other connecting devices refer to catalog numbers of connectors as manufactured by Simpson Strong -Tie, San Leandro, California. Equivalent devices by other manufacturers may be substituted provided they have ICBO approval for equal load capacities. 3. All exposed steel shall be non -- corrosive finished after fabrication. FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of E plans does not authorize the violation of any adopted cdde or ordinance. Receipt of con - tractor's cry of acknoWledged. • • I L 1 • r Dais Permit No. 4. ..aps: All tension splices are according to AC1 318 -83, Class C and all compression splices are 30 diameters, unless noted otherwise. 5. Trim Reinforcing: Around all openings shall be a minimum 1 -#5, top and bottom, extending 2' -6" beyond opening at each corner Timber: 1. Framing lumber shall be graded and marked in conformance with WCLB standard grading rules for West Coast Lumber No. 16, latest edition. Furnish to the following minimum standards: Joists, Rafters Hem -Fir #2, lb a. 1000psi Beams, Stingers Douglas Fir #1, fb - 1300psi Posts, Timbers Douglas Flr #1. fb 1300pel Studs, Plates, Light Frorn...Douglas Fir or Hem Fir #2 2. All wood shall be kiln dried (KD). 3. All wood in direct contact with concrete or masonry shall be pressure treated. 4. Attach joists to flush beams or headers with Simpson U -metal joist hangers to suit size. 5. Nailing shall conform to UBC Table No. 25Q, unless otherwise noted. All nails shall be common wire nails. Where possible, nails shall be driven perpendicular to the grain, instead of toenailed. 6. Plywood / Plywood Diaphragms a. Each sheet of plywood shall bear the trademark of the American Plywood Association. All grading shall Conform to PS 1. Use thickness and nailing as shown on drawings or listed below. AN plywood to be APA rated grade with exterior glue. b. Plywood roof and wall sheathing shall be grade CDX, 1/1" thick, Panel Index is 24/16. min. Exposed soffits shall be grade CCX. c. Plywood floor diaphragm shall be grade CDX, underlayment grade, 3/4" thick, Panel Index ev 24/16, min. d. Plywood nailing shall be as follows: Wall sheathing Nailing at sheet edges 10 d at 6 • 0C. Nailing at interior supports 10 d at 12 "0C. Roof sheathing Nailing at sheet edges 8d at 6 "0C. Nailing at interior supports 8d at 12'0C. Floor sheathing Nailing at sheet edges.. 10 d at 6 "0C. Nailing at interior supports 10 d at 12 "0C. 7. Glu- Laminated Members: a. alu- laminated members shall be fabricated in conformance with U.B.C. standard No. 25 -10 and 25-11. All beams shall be Douglas Fir combination (24F) fc a 2400 psi. b. Members shall be industrial appearance grade, individually wrapped. Provide AITC quality marks and certificate of conformance. C. Comber. One times dead load deflection minimum, except where shown. 8. Prefabricated Trusses: a. Prefabricated trusses shall be designed by the manufacturer for the spans and conditions shown on the plans. Furnish shop drawings and design calculations (complete with stress diagrams) for approval prior to fabrication. Drawings and calculations shall bear the stomp of a registered Professional Structural Engineer, State of Washington. Detailed drawings shall indicate truss type, size, spacing, bridging, connections, anchoring, bearing plate and other pertinent details. Pre- fabricated trusses shall be manufactured under the direction of a Licensed Professional Engineer resident at the plant in accordance with approved shop drawings. iiTiYErtn SEPARATE PERM REQUIRED FOR: ▪ MECHANICAL E LECTRICAL (� LUMBING /1s PIPING CITY OF TUKWILA BUILDING OMSION E visioNsmiorromoug. SHAU.1M 110�T PRIOR OF WORK BUILDING DIVISION. sm. �oon�iow�a w w Knew NM VAL' 411.0.411111 • 1111.111111~1141111M1, / •.,.,r - .....1l• - .ILA - .....•.... s how,* s e e.M ‘/1 • • • scant •aver .earl TUK. , 1.101-004111.411011K14111 Run adobe IMP 40 4 .0S !I i �e 4 • 4 awI s. •• . .0 _ 4111111111a i • • I • S. n Vt. • r R 4 r LEGAL DESCRIPTION SEA ATTACHED LEGAL DESCRIPTION 'See S 41. A - 2 SHEET INDEX Al GENERAL NOTES & 1AONiTY MAP A2 SITE PLAN & FLOOR PLANS A3 ELEVATIONS. SECTIONS. k DETAILS VICINITY MAP 1 atiltra 411 3 01 1 J -•.. �' ill . �,r.s... qtr. l'Egt !tar ....i 3"Fili°114t; 1kb 1 .� ...�.._� 4 , r r- ......--41t.titair-- ":" ,a4.4 -Pt AP"- 4:4 /-- a„1„, r' ....... 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