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HomeMy WebLinkAboutPermit D04-047 - MULTANI RESIDENCE - NEW HOUSEMULTANI RESIDENCE 12246 44T" AVENUE SOUTH D04-047 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT Parcel No.: 0179000530 Permit Number: D04-047 Address: 12246 44"S TUKW Issue Date: 06/08/2004 Suite No: Permit Expires On: 12/05/2004 Tenant: Name: MULTANI RESIDENCE Address: 12246 44 AV S, TUKWILA WA Owner: Name: POUPORE HANNELORE M +WILFRED Phone: Address: 12242 44 AV S, SEATTLE WA I Contact Person: t Name: PAUL MULTANI Phone: 206 501 -6467 Address: 24017 113 PL SE, KENT WA Contractor: Name: MULTANI CONSTRUCTION INC Phone: Address: 24017 113TH PL SE, KENT WA Contractor License No: MULTACI981MQ Expiration Date: 07 /18/2004 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 1610 SF SINGLE FAMILY RESIDENCE WITH A 415 SF ATTACHED GARAGE AND 80 SF 1 UNCOVERED DECK. PUBLIC WORKS ACTIVITIES INCLUDE: Right -of -way work, power, cable, sewer, water, gas. Onsite work includes erosion prevention, infiltration of roof downspouts, sewer, water, approximately 220 square feet of pavement patch in 44th Av S. Remaining pavement life in 44 Av S estimated at 50 %. Value of Construction: $159,575.70 Fees Collected: $24,295.85 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: VN i Occupancy per UBC: 7 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N i Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N { Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 50 c.y. Fill 50 c.y. Landscape Irrigation: N j Moving Oversize Load: N Start Time: a End Time: Sanitary Side Sewer: Y Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: Y Profit: N Non - Profit: N doc: Devperm D04 -047 Printed: 06 -08 -2004 r f Z �Z '~ w 2 D 00 N 0 CO) J �.. CO) LL w LL Q �D = d �w Z = H F- O Z H w w O � o ir- w w . �0 U- O Z CO) O F " Z S �g City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 f ' Water Main Extension: N Private: N Public: N Water Meter: N i ( ** Continued Next Page ** � doc: Devperm D04 -047 Printed: 06 -08 -2004 z J- Z': mo w: J U 0 0 ' U 0; CO) =', N L W O. LL < N d W, H O z H- W W g � �p ;O Co ` W w:. L ~O Z: w O z g City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 i Permit Center Authorized Signature: Date: L:�ro �o�/ ell 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. i j The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws j regulating con str n or the performance of work. I am authorized to sign and obtain this development permit. i Signature: , Date: E Print Name: A G( l t fla�� /V " 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. 1 i doc: Devperm D04 -047 Printed: 06 -08 -2004 Z i~ w 2. u� D J U: 00, t» o CO CO LL, w O: 95 U. � = w Z� �O z� W 25 )p ON w U. H = Z forilm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 0179000530 Address: 12246 44"S TUKW Suite No: Tenant: MULTANI RESIDENCE Permit Number: Status: Applied Date: Issue Date: D04 -047 ISSUED 02/09/2004 06/08/2004 1: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 2: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around hauling route (No flushing allowed). Notify City Inspector before 12 :00 Noon on Friday preceding any weekend work. 3: Any material spilled onto any street shall be cleaned up immediately. 4: Contractor shall notify Public Works Utility Inspector at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 5: 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. 6: ** *BUILDING DEPARTMENT CONDITIONS * ** 7: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 8: 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). 9: 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). 10: All mechanical work shall be under separate permit issued by the City of Tukwila. 11: 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. 12: 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. 13: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 14: 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). 15: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 16: All wood to remain in placed concrete shall be treated wood. 17: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be doc: Conditions D04 -047 Printed: 06 -08 -2004 z Z �w aa UO co LLJ No J� NLL W O L? C! ��. w Z r~ f- O z LLJ5 U� ON off wW z wCO U O z ' ,,,i::.c.u. t ..,.:.:��„rra a � t, .;': i�+ 1+ dr+. ifil�Yi' �. rre+ �a. w:.+,P:a:+..i'.;:,..uaiut�twu+; .!Y 3u' .., c. iAa..SY•• •t.:r+►..f r.L a .,eaa.. .u,. .kwy. x•.. > .�.. y:w,n, ai3„apu'�c• ' p • . ttr�i5lssdx• §:raceit,x:.� City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 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 ! i code shall be valid. 18: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building 1 Inspector. 19: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. 20: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. 21: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. 303.1.3.). 22: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). * *continued on next page ** doc: Conditions D04 -047 Printed: 06 -08 -2004 z ;�- z �W: QQ 2` JU 00 to 0 w= J N IL. W O LL J . D . = d: �. W z �. z o. U N' 0 W U O: Z U= z ti i ti`�,t1N.A, q� ! X , City of Tukwila �1 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 i Z i I hereby cert that I have read these conditions and will c wi them y fy p y h h m as outlined. All provisions of law and ordinances U W , , governing this work will be complied with, whether specified herein or not. g . D t j The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws V U O regulating construction or the performance of work. CO W W =. CO) U. W O Signature: Date: I II -j U- a' S2 d` Print Name: H = i L S 1 r O Z !— i i W W: Q D Q N' ;O Q H W W' : LL 11J Z L) Z I I � i . t i { City of Tukwila Department of Public Works 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 433 -0179 Fax: 206 - 431 -3665 Web site: cOukwila.wa.us James F. Morrow, P.E., Director WATER METER INFORMATION Parcel No.: 0179000530 Permit Number D04-047 i Address: 12246 44 AV S TUKW Issue Date: 06/08/2004 Suite No: Permit Expires On: 12/05/2004 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 1610 SF SINGLE FAMILY RESIDENCE WITH A 415 SF ATTACHED GARAGE AND 80 SF UNCOVERED DECK. PUBLIC WORKS ACTIVITIES INCLUDE: Right -of -way work, power, cable, sewer, water, gas. Onsite work includes erosion prevention, infiltration of roof downspouts, sewer, water, approximately 220 square feet of pavement patch in 44th Av S. Remaining pavement life in 44 Av S estimated at 50 %. METER #1 METER #2 METER #3 Water Meter Size: Quantity: Water Meter Type: Work Order Number: Connection Charge: Y Installation: Y Additional Install Deposit: Plan Check Fee: Y Inspection Fee: Y i Turn On Fee: Y Subtotal: i Cascade Water Alliance (RCFC): Y i i TOTAL WATER FEES: $2,280.00 r 0.75 1 PERM 5204eO4 $60.00 $490.00 $0.00 $10.00 $15.00 $25.00 $600.00 $1,680.00 0 0 0 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 i i doc: PWWATER D04 -047 Printed: 06 -08 -2004 Steven M. Z Ix �w U O CO) �w= J � CO u.. w 0. U- (1) CY �w Z �. H- O Z !—. V O: O N: o F-. WW U' u. O ui Z O ~: Z wtu w CITY OF TUKWILA� G) Community Development Department i Public Works Department Permit Center tsoe 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Building Permit No. Mechanical Permit No. Public Works Permit No. Project No: (For okce use only) 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 ** SLTETLOCATION King Co Assessor's Tax No.: (91 - /tea - egs3y — © l i' Site Address: / �� r �`�fiz • Suite Number: Floor: Tenant Name: New Tenant: f .... Yes E] ..No GENERAL CONTRACT,OR'INFORMATION Property Owners Name: / of & i MailingAddress: dial /1?44 )(7L. S2 �C'P 1: T(F 7e) City State Zip CONTACT PERSON � z ` � ° � r .. _: 1 ... .x�li 1,•�: jai �tld. .::. .. ... _�. a:..d' .. :b ';f ' t c%r �(_ / r/ VZ ��i�� �1 t Name: Day Telephone: � .�c7 —6 VI �t ©� �f� �� 1< L/V Mailing Address: `� XAr D t E -Mail Address: of l /lU Z u +-1 I Q 1a� Mf-I ! L &l1^ City Fax Number: state —Z CK - Zip c�y� eS 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 ** Company Name t 2 - "'T i�. l Ei'C Mailing Address: City State Zip Contact Person: °, �;:. (i iv L. Day Telephone o - D -,2-/ ye:> E -Mail Address: Fax Number: ARCHITECT OF RECORD All plans mustbe wet stamped by Architect of Record ' l �� � t' N. tF .M S,. � Z 4 .t 't .S .Z .i; t Hh, .14• '' 7 i1 � � !h .•e �' , �3 ( _ f t.: Company Name: Z!M G k1f"Te_LwS Mailing Address: �� �L1 Q� !' " /��' 'VE k0C77U w C �.�. City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: , ENGINEER OF: RECORD Aff mans must b&wwet stamped by Engin eer of Record Company Name: Mailing Address Contact Person: M Ilk )'0 i � r,A a , E -Mail Address: \applicatioWpermit application (3.2003) 3/:003 city Day Telephone: Fax Number: .. ;d. >h+�1+v. �lYkiGr'�Sii,icsy' im +ra ' Y1i Z ;_ Z �W QQ JU UO a 0 i W Cl) LL WO LL Q UD = W Z F- W O W D0 U U 0H WW H� u O W U= O Z 0 /' Will there be new rack storage? ..Yes N0 If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below tt 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): `' 6 Floor area of principal dwelling: Floor area for accessory dwelling:_ *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes []..No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑.. Sprinklers ..Automatic Fire Alarm None Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes []..No If "yes ", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets. \applications \permit application (3.2003) 3-_003 Page 2 ZZ W JU 0 U) C3 to Uj J f_ CO U_ WO �QQ LL Q = F.. W Z F- F- O Z F- �5 U� a F- WW O .• Z W N H Z FF--. n Existing Interior Remodel Addition to Existing Structure New Type of Construction per UBC Type of Occupancy per UBC 1'..Floor 2" Floor 3r Floor. Floors thru Basement , Accessory Structure* Attached Garage '7 Detached Garage . Attached Carport . Detached Carport 'Covered Deck Uncovered Deck 1�e tt 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): `' 6 Floor area of principal dwelling: Floor area for accessory dwelling:_ *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes []..No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑.. Sprinklers ..Automatic Fire Alarm None Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes []..No If "yes ", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets. \applications \permit application (3.2003) 3-_003 Page 2 ZZ W JU 0 U) C3 to Uj J f_ CO U_ WO �QQ LL Q = F.. W Z F- F- O Z F- �5 U� a F- WW O .• Z W N H Z FF--. n UBLIC WORKS PERMIT I . _ TION- 206433 -0179 r Scope of Work (please provide detailed information): /' r .- /l i r , — A A it ' , - i 6! e_ Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Wa • bistrict ..Tukwila ❑... Water District #125 ❑ .. Highline ❑ ...Renton ❑ ...Water Availability Provided Sewer Uistrict I Qe'fukwila ❑... ValVue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate ❑ ... Sewer Availability Provided ❑ .. Approved Septic Plans Provided Se tic System - For onsite septic stem provide 2 copies of a current septic design approval b Kin County Health De artment. C❑ P Y P system, P P g PP Y g tY P 1 Submitted with Application mark boxes which apply): ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Traffic Impact Analysis .Bond Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) �... Hold Harmless f'oa- ProposedActivities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .., fight -of -way Use - No Disturbance / ❑ .. Right -of- -way Use — Potential Disturbance t/ .Construction/Excavation/Fill -Right -of- -way . / Non Right -of -way ❑ ...Total Cut h'd cubic yards F1 .. Work in Flood Zone ❑ ...Total Fill 9 D cubic yards ❑ .. Storm Drainage 4 1. r .. Grease Interceptor ❑ .. Channelization .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size........ " FINANCE INFORMATION Fire Line Size at Property Line ❑ ... Water ❑ ... Sewer Monthly Service Billing to: Name: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: Mailing Address: City state zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: Ci State zip \Applications\ponnit application (3.2003) M003 Page 3 ii• • Z Z W Q 2 JU UO W = Co LL W In to �. = a F_ W Z F- Z O �j U� N Q H WW F- -O W Z co O �• Z Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ ...Cap or Remove Utilities ❑ .. Curb Cut >� : ❑ ...Frontage Improvements ❑ .. Pavement Cut Traffic Control • Backflow ❑ .. Looped Fire Line Prevention - Fire Protection " Irrigation " Domestic Water " + (' : ❑...Permanent Water Meter Size..." WO# r ❑...Temporary Water Meter Size.. WO# j , ❑ ...Water Only Meter Size............ WO# ❑ ... Sewer Main Extension ............ Public Private ❑ ...Water Main Extension .............Public Private 4 1. r .. Grease Interceptor ❑ .. Channelization .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size........ " FINANCE INFORMATION Fire Line Size at Property Line ❑ ... Water ❑ ... Sewer Monthly Service Billing to: Name: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: Mailing Address: City state zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: Ci State zip \Applications\ponnit application (3.2003) M003 Page 3 ii• • Z Z W Q 2 JU UO W = Co LL W In to �. = a F_ W Z F- Z O �j U� N Q H WW F- -O W Z co O �• Z � lei .MECHANICAL PERMIT:fl , RRMATION 206 -431- 367,0 . ! MECHANICAL CONTRACTOR INFORMATION , Company Name: yg O Mailing Address: City state Zip Contact Person: ��'}� -� C rn �'� L Day Telephone: " z '060 E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ 6_2>Q2 Scope of Work (please provide detailed information): Use: Residential: New .... Commercial: New .... EJ Fuel Type Electric.....[] Gas .... ❑ Indicate type of mechanical work being installed and the quantity below: 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>IOOK 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 PERMIT APPLTCATIO t�I�TOTES `Applicableito all permits in tliYS application { - ' Y's Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO'BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: � v � Signature: Date: 4 Z Print Name: Mailing Address:, Day Telephone: - � 6 — rz / _ C ZI G Zip Date Application Accepted: I Date Application Expires: Staff Initi ! \applications \permit application (3 -2003) 3/2003 Page 4 Replacement .... [] Replacement .... Other: a Z '~ W UO CO a CO W �W WO }} �J LLQ = �W Z 1— ZO �5 U� O N WW H L) u. O .. Z U= O� Z {� Cit of Tukwila fans � ✓ 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 i RECEIPT t ' Parcel No.: 0179000530 Permit Number: D04-047 Address: Status: PENDING Suite No: Applied Date: 02/09/2004 Applicant: MULTANI RESIDENCE Issue Date: Receipt No.: R04 -00142 Payment Amount: 1,192.34 Initials: SKS Payment Date: 02/09/2004 04:18 PM User ID: 1165 Balance: $1,412.25 Payee: MULTANI CONSTRUCTION INC TRANSACTION LIST: i Type Method Description Amount — ` - - - - - -- -- - - - - -- ------ -------------- - - - - -- ------ - - - - -- Payment Check 1393 1,192.34 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - RES 000/345.830 864.34 PW BASE APPLICATION FEE 000/322.100 250.00 PW PLAN REVIEW 000/345.830 78.00 Total: 1,192.34 (12 /I.1 971.6 Tf i:`L. 11 . 92 -34) doc: Receipt Printed: 02 -09 -2004 Z Z; � W W� UO. to a CO) J � CO) LL WO LL �. CY =W ZO W W. U� O— � H W W — O: ii! Z COX U O Z City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT I Parcel No.: 0179000530 Address: 12246 44 AV S TUKW Suite No: Applicant: MULTANI RESIDENCE Receipt No.: a Initials: User ID: Permit Number: Status: Applied Date: Issue Date: D04 -047 APPROVED 02/09/2004 01011 M. LAW 1630 Payment Amount: Payment Date: Balance: 23,103.51 06/08/2004 03:54 PM $0.00 Payee: MULTANI CONSTRUCTION INC TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 1610 23,,103.51 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - BONDS /DEPOSITS - -- ---------- - - - - -- 000/386.908 ------ - - - - -- 3,439.00 BUILDING - RES 000/322.100 1,329.75 CASCADE WATER ALLIANCE 401/386.550 1,680.00 PLAN CHECK - WATER METER 000/345.830 10.00 PW LAND ALT PERMIT FEE 000/342.400 23.50 PW PAVEMENT MITIGATION 000/344.101 1,100.00 PW PERMIT /INSPECTION FEE 000/342.400 192.48 PW PLAN REVIEW 000/345.830 114.48 SEWER ASSESSMENT FEES 0 9,461.40 STATE BUILDING SURCHARGE 000/386.904 4.50 WATER CONNECTION 401/379.002 5,218.40 WATER INSPECTION FEE 401/342.400 15.00 WATER INSTALLATION (DEP) 401/386.520 490.00 WATER TURN -ON FEE 401/343.405 25.00 Total: 23,103.51 ..:4649 06109 9716 TOTAL.. 23187.07 'I doc: Receipt - - Printed:. 06 -08 -2004 z . W. W JU U O W LU 0U. W O LL Q �d �W Z �, O. z �- � o' O W W' . ILL O W Z• L) O 2 y. 4 INSPECTION RECORD Retain a copy with permit S INSPECTI N NO. P R W I N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06 431 -3670 o'ect: Type of Inspection: Addr.Gss* ' Date Called: Specia Instructions: i r IDAtd Wante f m, p.m. Request: hone o: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ir 4 T7 , -, I f' r IR' i t Inspector 4 r Date: 4A, L F] $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: 1 Z '~ W �QQ � JU UO N D CO) =. J � �LL W O U . S �W Z Off: W W �p 0 D H W W . 2 H- �O 111 Z. U= ~O f- Z INSPECTION RECORD Z Retain a copy with permit INSPECTION NO. PE CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 -3670 Project: t�11 Type of I spection: - 4' C)o V sir S� �u� 161' Address: I )_XH (D Ll L A Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: l i I Irtispector Date: ` $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: z 'QQ W W� ,J U UO N O N W J I.— S2 LL WO LL � d z F— F- O z t-. W W W UJ LL O 111 z U Z; O Z -7 INSPECTION RECORD f Retain a copy with permit U INSPECTION NO. PER 0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 r 1 -3670 Approved per applicable codes. Corrections required prior to approval. - COMMENTS: F- Project: Type ofJ f pt1 �L �✓ISU lG( I G Addr I g4 ss: )I � 1--,L� J � Date Called: Special Instructions: Date Wanted: t a.m. -. ` Requester: Phone No: Z F' W Q� LL� � UO C') J TLL W O. 1 J LL u) C! = W Z Z D; W U� O N: D E-. WW IL O� Z; U =`. O Z INSPECTION RECORD tvf /—C) Retain a y with permit ~ 0� INSPECTION NO. PERM f ' S CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 = Pr ' ct: Type of Inspect' n: Address: 1 -1 1 tff 0 44 kj Date Called: _ I f a Special Instru ions: Date Wanted: Requester: -V&' �a ne No. E Approved per applicable codes. orrections required prior to approval. COMMENTS: tG r t V\CA 1 Q lu Y N 2 1U V VN6 a o , f' J P I J �A ' � wv, OX. -c 'e � CSI p (—L 7 Yt r U� si 4e Y\Gt U t `° i a4 V VI 9d 1 G UG err; . jr 0, i �1 it A ` I vvu ►o� �� �� 1 vn c a c v%-Pr [� l�Va.�rr)t�al �`PtG� 1i FYI Inspector: r Date: CLA $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z �Z W� ,J O CO 0 LU C0 U. W - 0 gm N � = C3. I— WW 7 ` F— O Z F- W 5 U� O - 0 H W �0 ll. O 111 Z . U CO) z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of- Inspection: Approved per applicable codes. Corrections required prior to approval. 5u • W AWA IIIIII&IMMIMP, WA j , Inspector: Date: I �� Receipt No.: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z QQ S F- . W JU U O Co 0 to W J � N LL, W 0: U. J ?. N Z H O Z H: W. U O � OH W W. U �O .. Z W O Z Address: u Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: • W AWA IIIIII&IMMIMP, WA j , Inspector: Date: I �� Receipt No.: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z QQ S F- . W JU U O Co 0 to W J � N LL, W 0: U. J ?. N Z H O Z H: W. U O � OH W W. U �O .. Z W O Z INSPECTION RECORD t 7 Retain a copy with permit D �� — O `er f INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: M 1 - � u 1 t+ l . Res Type of Inspection: Address: -22 4 b 44 � J Date Caile : 1 � n -. U Special Instructions: Date Wanted: m "'" 13- 05 p.m. Requester: Phone No: nab - -/q_ M5 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 141L x ,. U� C Li w 71- s� Inspector: / Date: C3" $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectii Receipt No.: 'Y Date: — 771 z UO N J � S2 U. WO .9 a co d �W z� H O Z Irr W UJ �p U O� OH W W W Z W co z INSPECTION RECORD Retain a copy with permit Zoq OY INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. E] Corrections required prior to approval. LA 55 C� f i i i- I wmP 9 W . �, Project: LL— t / L. t. Type of Inspection—, Address: �� lyl S Date Called: lei a� Special Instructions: '� v, L{) • We �. Date Wanted: a.m. Requester: Phone No: COMMENTS: K r ,vim 6� /ov D/li Inspector: Date: i Receipt No.: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z W J V UO CO J �LL W O. 9-5 U- Q co d = W Z� O. Z H W �p U co O H WW S LL Z tll U =; O ~, Z INSPECTION RECORD �� y 7 Retain a copy with permit V INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Projeft g Gf /'1 1 Type of Inspection: jD 0)m Ad)r t'G ( / � / � Date Called: `IG,i / 5 Special I tru ct der �/ S 1 Date Wanted: v � l zl / a / Request , Phone N �06 5 0 - 6 t/! 7 E] Approved per applicable codes. Corrections required prior to approval. COMMENTS: W ! U lfaL& Inspector: L, 1 Date: Receipt No.: Date: F1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z Z. W a � J U. UO .co 0 Wx J �LL W O L L co = C% H- _ H O Z F- W W. U C. o f OH W W . Ly iH LL O Z U to . O Z INSPECTION RECORD Retain a copy with permit 0 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: I I 2� 11 J/// Approved per applicable codes. Corrections required prior to approval. COMMENTS: h� i� y I tt ir s I _ f i l • d� R!rw A I Inspector: Date. F] $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blyd., Suite 100. Call to schedule reinspection. t Receipt No.: Date: Now Address: Date Called: Special Instructions: Date Wanted: a.m. p.m. � Requester• V V Phone No: Z �Z � W W� JU UO U U CO) J � W0 LL Q N = W h = �o W ~ U� O H w w. W O — Z 111 O Z _ Q N = W h = �o W ~ U� O H w w. W O — Z 111 O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Prolect: Type of In5pection Address: Date Called: �IY,4vt Y /3.'5'/6 V Special Instructions: Date Wanted: a.m. p.m. Requester; Phone No: add - ?o9 :Z Approved per applicable codes. Corrections required prior to approval. . r� El • I ' WIN-1114 Inspector Date: Ida t $47.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fde must be paid at 6300 Southcenter Blvd., Suite OWCall to schedule reinspectiop Receipt No.: ate: low : X. z Z w 00 (00 C0 w W x J F- C0 LL W O 2 � 9 -j LL Nd UJ Z �- 0 z �- w 5 U � U) 0 13 LL1 uj X L ). F- LL 0: tll Z! CO) Z' INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. S2 LL CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 P�,p�ct. Type of In ec + . 1 Addre a A v.�. Date CalDate Cal Called: to Special Instructions: Q �� i ' �O. — 1 O `OO A W - Date Wanted: 10 (; p.m. Requester: . Phone No $ 47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z �Z Q �W W� JU UO 'w= J t— WO U. N� = d. �W �o W ~ • W U� D H, WW u. .• Z W U N. Z Approved per applicable codes. � � C Corrections required prior to approval. COMMENTS: y 4 Y/ 47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z �Z Q �W W� JU UO 'w= J t— WO U. N� = d. �W �o W ~ • W U� D H, WW u. .• Z W U N. Z INSPECTION RECORD !j r Retain a copy with permit 7 INSPECTION NO. PER I ' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Projec : Type of Inspection: Address: y ` ;?.2 Llb Y L J� Date Called: / Date Called Q e52 4/ Special Instructions: Date Wanted: a.m. • Requester: Phone' o: (_-2'12�, ) 67 R Approved per applicable codes. Corrections required prior to approval. r Inspector Date: t 2:�-v ��40 I I $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z W JU 0 N J � Co L wO LL ?. N = W Z� Z O: W �p ,O N: � t— WW W H. — O. 111 Z co O Z INSPECTION RECORD 'I 0q Retain a copy with permit INSPECTION NO. PE CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: k Vk Type of Inspection: Address: 1 � Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: ZA-- WCA \ J( - IA4- ' ArAA0 1 , tJV\Aof)r Atr .. \y\r0'rP()4'0AeA 0A\eV1 I V\C. LA 's uyx ov— r vvi 4— Inspector: Date: I IM I F� $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: — re: lei Z ILI JU (30 (J) 0 U) W W = A I.- !2 LL W O 2 �— i I Ei LL CY W Z z W UJ 5- L) co), . WW 0 Z CO O z Z QQ i} Z . QQom JU vo to Wx J H w o; LL a =. = d: W ± ?H ZO W W 5 O N. O t— W UJ ILL H t3 Z UN Z r INSPECTION RECORD .� (- Retain a copy with permit C AI INSPECTION NO. P IT 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: (XJ t Address: r � '1 24 u S Date Called: Specia nstructions: Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. ;: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes. Corrections required prior to approval COMMENTS: Project: Type o PT pectin ` �0 -� IA V� 7° h I 1 1 o Address: Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: IL k R I PAWM��M $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must bi paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectior Receipt No.: Date: i i i 1 I i Z W� UO N 0. CO) J F' CO) O w� L L _CY w ZO �5 U �. O— D H w F H LL F- ui z' O ~� Z J INSPECTION RECORD 0 47 Retain a copy with permit I INSPECTION N0. PE�t I I f CITY OF TUKWILA BUILDING DIVISION ` 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 1 Proj f 1` fZG Type of Inspe 'on: Address i,� � � Date Calved: Special Instructions - � "' / Ga Date Wanted: G� L p m. Requester: Phone No: 19?06 - 50j- �6 Approved per applicable codes. Corrections required prior to approval. _ Inspector Date: COMMENTS: O r $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must bs paid at 6300 Southcenter Blvd., ,Suite 100. Call to schedule reinspectior Receipt No.: Date: Z W. vO 0 0 co =. J co LL WO L L N d W Z t— Z �— UJ U O N. 0 !—' W W H � L11 U= O F ' Z INSPECTION RECORD Retain a copy with permit b0q O INSPECTION NO. P T CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 n Approved per applicable codes. F� Corrections required prior to approval. Project: Type of Inspection: , Address: 1- 1-( Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: J 1 � Date: • 7 Receipt No.: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z W WV 00 Cf) 0 WM �LL W O: LLa (n :D _CY } Z� 1 Z f- W UJ �p O N � H WW H U. Z llJ U - H H O Z INSPECTION RECORD Retain a copy with permit U INSPECTION NO. PE N ' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 i Project: 11 11 Type of I K Ul Gtn pection: SPutr Addr'ss: Y Date Called: Special Instructions: Date Wanted: a. m. p.m. Requester: Phone No: , Approved per applicable codes. Corrections required prior to approval. ` COMMENTS: ; t C 6 i 2 S i le ct 't t� i i i Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z LU .J U 0 W� CO) U - WO 9-j C11 W. I- O Z F-. W p U O N W W H lL Z CO) U ~ O Z INSPECTION RECORD 0 i Retain a copy with permit t INSPECTION NO. PE T O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 20 431 -3670 Project: 1��1��V\, 11 Type of Inspection: G1--4z Add ress A l L Date Called: 9 1 I Special Instructions: Date Wanted: p.m. Requester: Phone No: �I c: Z Z J U UQ N W =f. J FF-- ca LL WO nd Z� Z 0 W �O O C0 O H WW �U INSPECTION RECORD Retain a copy with INSPECTION NO. P CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431-3670 Pr t N AM r Type of qUon I d' ilk if V Ad, re 7 � Date Call cl: q�R" /O Special nstr c ions 1�� Date an e 0 � 4 p m J M. Req ter Ph One N o: ,, (�p w (0or M Approved per applicable codes. MCorrections required prior to approval COMMENTS= N')PVNP4V'z*A too S. AU rA yj W\�'s I , let- * 4 Q 10nir A' rc-o w (0or rc Ain A-ap o�- .JAQ4 G 0 0 C I l.P 1%1611'4.01 &.�j wjv ■ __ . ­­ - - M, W 00� CO) 0: C0 ILLI LU CO) LL 0 LL K H O W ~ LU C.) to 0— W L O Z. CO) 0 Z'. INSPECTION RECORD 1 Retain a copy with permit INSPECTION NO. PER N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 31 -3670 i Approved per applicable codes. Fi Corrections required prior to approval. `T Project: V/ v �Gh l Typ�f in ' b ' I , Add i ess: AL) S Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: z 1 UJI JU 0 CO) o. CO) = C wo U. Q' ca H =. z W W 5' U� 4 tn: � iF- W W' U. z LLI CO) O F- z Inspector: N Date: Receipt No.: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. i i E i INSPECTION RECORD L •7 Retain a copy with permit INSPECTION NO. P A6)431-3670 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( Project: M U�Jc^v\ Type 9f I specti f A dress: Date Called: - Special Instructions: Date Wanted: a. M p.m. Requester: Phone No: fg Approved per applicable codes. Corrections required prior to approval. I &M — " 1 9- a -_� Inspector. Date: `U $47.00 REINSPECfION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Receipt No.: Date: —7 :i i Y Z Z J U UO 'W= N W, W O L L NM = F W H O LU Z H �j ! O CO) C1 H W UJ O. fd Z . U N. Z --1 INSPECTION RECORD 1 Retain a copy with permit sj INSPECTION NO. PE T ca LL CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 da ct 4J S, La jj Approved per applicable codes. Corrections required prior to approval. MENTS: l ( I` j 54:1 E 0 CA l inspector: Date: j� � $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. + Receipt No.: Date: i - Pro ct: - Type of I ection: A dre Date Called: S ecial Instructions: Date Wante � � M. COM 1 Y Re ester: J t � � t t vim, V COM 1 Y u J t � � t t vim, V UN O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION i��:� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: Type of Inspection Address: I �L �- Au Date Called: 0 Special Instructions: A ot Pate Wanted: a.m M. Requester: Phone No: �)- 0 (0 LO 1 1 (0 W Approved per applicable codes. Corrections required prior to approval. COMMENTS: Ir 00y- Ir WA I k� V\ -P :L�2 Y1 C in Ae4.,, (.e 4 Inspector: Date: 3v -- 0 �� F $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Z 0 0 CO) 0 CO) W. !� x CO) LL 0 LL S2 CY, U WO UJ , 5 Cf) 0 0 H. W LL —Z LLJ C0 0 ' �y'✓ INSPECTION RECORD .� Retain a copy with permit L�_ 7 INSPECTION N0. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 r R Approved per applicable codes. Corrections required prior to approval. Project: S Type ofgkeNr spection: W� I Address: I�� Co "A A� s Date Called: 8 Special Instructions: l: / Cad ` 1 ►1 J'. Gl�'1 -ea!/� Date Wanted: a.m: p. Q Requester: Phon No: 2 Q JU UO W �, S2 LL w O 9 : U. ?. to �W Z W �p U f3 H = U_ Z !iJ , U =• O Z $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No,: Date: • :, ..... .. ......:a � =.... :.' � -.. '.: •..... .:,,. .... ..: ..r; �... � rr, . �'... • 'ilSlinn Mi:fitx.i:.1�i.J..rUXM,L'a.k,:s ti.�l:a : t'�:'� 'Kewut,S,:jv.;iuuh.Sl �..+ k:.:•:�:.n,%;. -. 1 INSPECTION RECORD Retain a copy with permit 7 INSPECTION NO. :PER T O CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 431 -3670 Project: fn 1 Type o pection: d S k-Pa 4 , Ad ress: a-�L H � ) -k)- \ Ai Date Called: 2 "vl(o - OLI Special Instructions: Date Wanted: a, Requester: Phone 406 - .5 Approved per applicable codes. Fl Corrections required prior to approval. Yfrc," of Z W' 00 Co J H. �U_ WO LL = CY W X 1 - O . zt 0 (o OH W W. U L 111 Z U =: 0 1-- z ,F �l s . r . $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: '.�. < >• iii'. a^ 4". 1rl i:.+ yY ifa.{ ��t. rRii`. S4i.,'fw�':1'a "+ti�.�r,A�A..:ry [� INSPECTION RECORD DD Retain a copy with permit�c; INSPECTION NO, PE IT O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., 4 00, Tukwila, WA 98188 (206)431 -3670 Pr 'ect: TO Type of Inspe ion: _ A , A dress: 4ate ate Calle� 0 Special Ins ructi ns: Wanted p.m. l(24 Requester: P ne No: i ;Approved per applicable codes. Corrections required prior to approval. COMMENTS: QCA PVn DC -e i -P Y f � Invnc�i•1•nr _ A l A Il�l•e• .r.. 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z W '. W� J U UO w= J I— ' co LL W O. L L C o D _CY W Z F., F- O ZH �j. Uj3 :O N W U LL 0 — Z co O ~` Z kill }' INSPECTION RECORD c7' Co r ef Retain a copy with permit INSPECTION NO. PE T N CITY OF TUKWILA BUILDING DIVISION ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro � I MM i ess: "�-,_ ate Called: I A Spedial Instructi n . Want Date ed: '. a P .M. Requester: i p Ph ne No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1. —3? - )a� Gt� PlnY 3 • Gt Y a (� r PG y K : , ff 'L $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z W J U. UO "W= J j.Z S2 LL WO Q. �W W ~ W U D f- W �U LL F" O Z CO O z P i o r L h I $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z W J U. UO "W= J j.Z S2 LL WO Q. �W W ~ W U D f- W �U LL F" O Z CO O z INSPECTION RECORD t Retain a copy with permit E: 6 INSPECTION N0. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr ct: Typ of Ins ctio Address: Date Called Yll �/D L� Sp c aP instructions: Ddte Wanted: m. Requester: Ph ne No: ❑ Approved per applicable codes. ® Corrections required prior to approval. COMMENTS: 1 ; r ; � , % r i `t * 4 ✓' �- do C. v 1 r G 5 iP 4 1- a ..I .1 15 l .. 1 f ' , ' 3. NU A k �{ C A CA v-9 J -P 4yut��Q 'S j. :S - Q7 V I VYI rC1 �UL�� -S y $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. . . 1 i r { S Z W JU vO Co 17 W W- �L W O 9 -3 N d = W H Z O W W �p O N. D H WW H UL LLl Z. U N. Z - �GC o� 2 INSPECTION RECORD , Retain a copy with permit INSPECTION N0. P N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 i Approved per applicable codes. Corrections required prior to approval. COMMENTS: �• CP1 Type f Inspection: � tsInstructions; s:� f � `-� Date Called: /( Date Wanted: g O p.m. VCAIJ I VId Requester: L � P U 'SID R ti-C d fzr Irc- i Approved per applicable codes. Corrections required prior to approval. COMMENTS: �• CP1 �. y rj PV\ efY'S r p 4, 'n S ` 4, G.Y�c Y VCAIJ I VId /' Z- P ir r9 d fzr Irc- t O -*'i-eA 1 h �LGC '5 ov t � t i Ol-'C1 Y1 S L� 1 r it C 1 t v1 .A ' d h . 1 lN-p r V\f w Gy\ U y 100 - C r - s OUP 4, -eve C) , PC Wall CA r 6X 0 0 t �e O�. ��c G t 5 U \ �'�- 0 i i i i 1 f i i i r Inspector: Date: Receipt No.: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 2 �Z '~ W JU UO WW Is. W O LL ?. � = W H = Z� Z O. W LJ U� WW �U U- ~ O llJ Z U co) H X Z Project* Y �JI�G `P S ispection: Type of� Aldress: ) 11-1 y�La Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: COMMENTS: � s O S A0 `tee S -r. ,0 r i a P` eA C4 c h� A Ovi H. ip PC Z iH Z a2 JU U .0 a co w J H CO) LL . W O. LLa N � _CY W, ' Z� F- O ZH LLI 5 O N; = V: LL H . O Z. Z AJ e d z INSPECTION RECORD Retain a copy with permit��` INSPECTION NO. PERM CITY OF TUKWILA BUILDING DIVISION i 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6)431 -3670 i Approved per applicable codes. Corrections required'prior to approval. J-y cot,A d Project: 'M 1 'P Type of Ins ill 6 YV1 { Ad ress: L to �l Date Called: _oLl Special Instructions: Date Wanted: a.m. • —�� I P.M. t Requester: �. ' Phone No: COMMENTS: t 3 IL 1 1 r �1 (n t 4 I( -Pr r 1 < L ck y\ y - \ t)�4 -e y, r rjowl ! a &' t L ' I r10 o r r 4 -A r r $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 2 Z 0: W QQ� JU 00 Co a w %. LL W O J LL CO � �W Z I- O W ~ W U� O CO 0 iF— W W. U' - O 111 Z U� Z 2 d `. INSPECTION RECORD Retain a copy with permit I INSPECTION NO. PERM M43�-3670 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 y Project: �( r Type of Inspection: / �{ /� �V' G � + Address: �- 10 1— L Date Called: Special Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: - 3 U P i a Inspector. Date: Receipt No.: I Date: —7 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z 5 J U' U 0 co �- N W W O: LLa N :D = CY F . W Z ~. F- O Z H. W • U� O N. � fH W W H. LL lLl Z U =' O ~• Z ,� • y • "e Tsai +,4t` is ,• . :a4* P,s�ai:�✓ v.1�3„Y:�ir . ,'.'G%,��x�S'3�,Lw41 c, s� r dcl,�ixt�"aa • �: i�ntr�w' t 1�nFt `.:.s�s1.•.i+ kYtixtwt��ny.+ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #106, Tukwila, WA 98188 r (206)431-3670 ❑Approved p er applic able 'codes. able C orrections required prior to approval. N Prolleft'. 171 tA-- I T�p f I rar M Address: � 4/+ qV 1 1,1P e s Date Called: �12104 Special Instructions: Date Wanted: L M, 9 /o * Requester: Phone No: So -/5 COMMENTS: ti I Inspector. 1 ')ate. ,, — --�— 0 $47.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 1 00. Call to schedule reinspection. Receipt No.: Dat Z 1 1-: . i~ Z JU 0 0 ,(/)a C0 W W LL W LL W W , 5- C0 W W = C.) F- U. 0 Z LiJ CO) O 'z 1 INSPECTION RECORD Retain a copy with permit INSPEgtION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro'ect: Typ Inspection: Ad T , L e � Date C d: _ a Special Instructions: - , 9 • Date Wanted am – -- f – G y p.m. Requester: Ph 7. - t ©Approved per applicable codes. Corrections required prior to approval. { COMMENTS: : Date: _ _ 7.00 REINSPECTION F REQUIRED. Prio to inspection, fee must be id at 6300 Southcenter Ivd., Suite 100. C II to schedule reinspection. Receipt No.: Date: z iF z UJ '0 O M W J � N W W O J ' LL N Cy =W �. z �p U O— W W, LL �U —0. ll! z co O z ` INSPECTION RECORD �b Retain a copy with permit �� � �bO INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 -3670 J�gitij A�A-n i M I 1 { Pr 'ect: Ty of Inspectio ,_ 0 Address: as (A , A-v( e a ed: o a o Special Instructions: Date Wanted: 0 � a, P.M. J Requester: Phone No: 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: V S-JJ % In c J $47.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. z z W 3 U: t) 0 N w� J N LL. W 0 O. �J N CY = W Z °. W W 0 �0 �0 O F—' = U. lui z U =. 0 II—. z INSPECTION RECORD Retain a copy with ermir INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 P ' ct: Ty of Inspecti n:, - �Il ' A ess: • Date Called: � Special Inst ct ons: IY Date Wanted �� O ,m. L p.m. Requester: c1 Ld J Approved per applicable codes. Corrections required prior to approval. COMMENTS: OvY, � -e4 c , .L , 11 I n c r -p `` 1 l l a I A -tom c- l 1 r $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z Z' JU U O CO Q. CO) �L WO 9 : WQ N �. _CY �W Z� HO Z 1— W � p: 0— Co. O 1_ W Uj: 2 �O il! Z' U =' O ~' z INSPECTION RECORD �/7 Retain a copy with permit v V INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Proj ct: 1 h4jA Type of Inspection: So Address: J - zz Date Called: 2 d Special Instructions: Date Wanted: , _ a.m. ` p.m. Requ r:- Jt�, Phone No: COMMENTS: 1� ScZ Z d- � - 1 - 0 Inspector: & I Date: 17( Receipt No.: Date: —7 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z �QQ W JU UO CO) 0 J� J CO) U. W O u_ Q N 0 =d �W Z� !— O W LIJ �p .0 COY O WW H� �O W Z CO) O Z INSPECTION RECORD Retain a copy with permit r -,,j yj INSPECTION _ PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 C " Approved per applicable,codes. Corrections �equired prior to approval. A-0 TO ��.... �J5 ,.. I i l { 1 I' Inspector: Date: I $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: i - Pro'ect: Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: a.m. � p.m. Requester• s Phone No: COMMENTS: 4. !n 2 QQ . �dd LU` JU UO Co o. co W J co LL W O. J N� I.. W Z zO 2 5 M0 O N W UJ H U` �. 0 LU U =� O Z i INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 i Project Ai L Type of Inspection: Address:� S . Date Called: Special Instructions: Date Wanted: a.m. p.m. RegWter: KV1 Phone No: - 4 a Approved per applicable codes. D Corrections required prior to'approval. 55S COMMENTS: ! v l x�w b 1f T" s `awl AC 01 K Z QQ ul SZ J U 0 CO) wi J �-.. to LL. WO J u_ N �W z 3: �O W H. W. LU U0 O� O H. =U LL . Z LlJ U= O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: Address: z2y�, �I Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: i I Approved per applicable codes. Corrections required prior to approval. .W 1 Inspector: C V Date: / W- 0 l� Receipt No.: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. i I i 1 i i I t Z �W W� UO N CO) = JI. CO) O W 1I LL c O . = W Z Z° W 5 U 0:. O CO) 0 f— W W U LL 111 Z U cn . O Z i h,4 •. T Ci o Tukwila O Steven M. Mullet, Mayor O t in % :' ? Department of Community Development Steve Lancaster, Director 1908 February 13, 2004 Mr. Paul Multani 24017 113' Place S.E. Kent, WA 98030 RE: Letter of Incomplete Application #1 Development Permit Application D04 -047 Multani Residence - 122xx 40 Avenue South Dear Paul: This letter is to inform you that your revision received at the City of Tukwila Permit Center on February 9; 2004, is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: Buildine Department: Ken Nelsen, Senior Plans Examiner, at 206 431 -3677, if you have questions concerning the following: 1. Please provide details of footing discharge separate from the roof drains discharge; OR 2. Coordinate combined system with the City of Tukwila Public Works Department. Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accented through the mail i or by a messenmer service. f ti If you have any questions, please contact me at the Permit Center at (206) 433 -7165. i Sincerely, StefaniVppencer Permit Technician Enclosures File: Permit File No. D04 -047 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Tax. 206 -431 -3665 Z Z : u� D JU UO N O W= J �.- N LL. W O U . N� Z CY. �W r = Z� F— O W H- Dp U O N, W W O: .. Z: W U U— O Z 0 ! 1908 `O �2 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director March 17, 2004 Mr. Paul Multani 24017 113'' Place S.E. Kent, WA 98030 i RE: CORRECTION LETTER #1 Development Permit Application Number D04 -047 Multani Residence —12246 44 Avenue South Dear Paul: This letter is to inform you of corrections that must be addressed before your development-permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, the Planning, Building and Fire Departments have no comments. Public Works Department: Jill Mosqueda at 206 431 -2449, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable. revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made its person: and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Stefania pencer Permit Technician i encl j xc: File No. D04 - 047 i 6300 Southcenter Boulevard, Suite #100 a Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 Z UO CO ul J N LL W 9:3 = f- _ Z �— I— O Z~ UJ �p :O N` 01 W w : �U LL E- ui Z U =: O Z..... F1L pp 1• f Ken Nelson City of Tukwila 6300 Southcenter Boulevard ( #100) Tukwila, WA 98188 " CITY OF TUI(WILA j APPROVED RE: Multani Permit D04 -047 APR - G 2004 Ih A ^tOIr:U /� Dear Mr. Nelson, DUI1_DiFvO DMSION This letter is in response to your comments regarding the footing drain details for the Multani Residence. Due to the flat topography of the subject property, there is not sufficient fall to provide positive drainage for subsurface footing drains. In lieu of footing drains I have added a note on sheet 3 of the plans requiring a minimum crawlspace elevation of 114.0 feet. This minimum elevation will maintain a dry crawlspace by keeping the crawlspace floor 12" minimum above the roof infiltration system. A soil log dug on the site is also shown on sheet 3, indicating the depth to seasonal water table at greater than 4 feet below the ground surface. Attached are four copies of the revised Site Plans for the Multani Residence. Sincerely, L. SC RECEIVED CITY OF 711kW11 A Timothy Schriever, PE FEB 2004 2 2, 5 ;00:s 3 , F CIS i'ER� G��� PERMIT CENTER TONAL tiN Z Z W QQ � W =, J V U0: co o. •w= 'co LL i w� LL Q W } ?X 0` z� U� O N� 13 ,W Lll. F— U LL �? w Z U O� .:z .r PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE I. PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees n J . PROJECT UJ[�IE PERMIT # • M 1. APPLICATION BASE FEE 2. Enter total cost for each improvement category: General Erosion prevention Water Sewer Storm water �. Road /Parking /Ac e A. Totallmprovemen 3. Calculate improvement - based fee B. 2.5% of first $100,00�� C. 2.0% of amount over $ , but less than $200,000 of A. D. 1.5% of amount of $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) s (2v.-r ti . ' T TO''' � T l kW 6) q pFRM�rc����R 04 $ (4) 5. GRADING Plan Review and Permit F $_ (5) Enter total excavation - volume cubic yards Enter total fill volume 4efO cubic yards Use the following table to estimate the grading application fee. Use the greater of the Pxravatinn ani fill vnlumes_ QUANTITY RATE IN CUBIC YARDS Up to 50 CY Free 51 -100 $23.50 101 -1000 $37.00 1,001— 10 000 $49.25 10,001 - 100,000 $49.25 for 1 10,000, PLUS $24.50 for each additional 10,000 or fraction there 100,001— 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION ,--y -1 (1 +4 +5) $ `� The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application /plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. z �w QQ �. J0 00 U) �U_ w w D � =w z H W O 7- 5 U 0. O o� wW LL 0 iw z o� z Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 k $250 (1) D�`� 0 Qi � \c-. 9„ dO a PUBLIC WORKS BULLETIN 1A s . TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 4`. y 6. Permit Issuance /Inspection Fee (B +C +D) t "�.� as p X ,V (6)0it 7. Pavement Mitigation Fee $ (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of existing roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 113 to estimate the pavement mitiaation fee. Approx. Remaining Years Pavement Overlay and Repair Rate (p er SF of lane width 20 -15 100% 10.00 15-10(75%) 7:50 10-7(50%) 5.00 7-5(33%) .30 5-2(25%) 2.50 2-1(10%) 1.00 0 -1 $0.00 � 8. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation'and fill volumes from Item 5. UANTTTY in CY RATE 50 or less $ 23.50 51 -100 $37.00 101 -1,000 $37.00 for 1' 100 CY plus $17.50 for.each additional 100 or fraction thereof. 1,001 - 10,000 $194.50 for 1 1000, plus $14.50 for each additional 1,000 or fraction thereof. 10,001— 100,000 $325.00 for the 1' 10,000, plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1" 100,000, plus $36.50 for each additional 10,000 or fraction thereof. pal (8) Ap v 9.25. $ Re se i1 Revi d 0 23 1 f.: V 2 a ru; o-{ 1# �i�. 5k�5 't�i.' #:� z �w D UO CO) J F" CO) U- w O J U. CO)� = �.. w z I O w U� ON o�- w �z LLi U= o� Z .- PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($50) C. Water Meter — Permanent D. er a er — a er on y* a E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin 1 Total A through E $ (9) 10. AD A. B. C. D. $ $ $ $ $ $ Total A through G $_ DITIONAL FEES Allentown Water (Ordinance 1777) Allentown Sewer (Ordinance 1777) Ryan Hill Water (Ordinance' 1777) Special Connection (TMC-Title 14) E. Duwamish F. Storm Drainage Mitigation G. Other Fees (10) DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $47.00 per inspection. z i Z JU 0 0, M o. J � CO W W L L = �w H O' w 2 5. U �. O N C3 w w' U LL ~O .. w z U N Mi z 3 ;L 4 4 WILA :.Wg s CITY OF TUKWILA ff •''�. 2 Public Works Department Q 206- 433 - 0179 On DEVELOPMENT BULLETIN IC ---,-- - �'''•••.... .. .... •••• ENGINEER ESTIMATE AND BOND QUANTITY 1 908 _. SUMMARY OF ESTIMATES TOTALS 1. GENERAL ITEMS 2. EROSION CONTROL..(TESC) a...ROAD.AND.PARKING IMPROVEMENTS 4..- DRAINAGE SYSTEM.. .. 5. WATER SYSTEM 6._.SE.WER SYSTEM .GRAND-TOTAL .`. .::_.:�`.': _.......... _ 150% Bond Q uantity. — 1-.5)(GRAND TGiAi.) ,...:..... :.:� 2.q.9... The quantities - above; were c alculated. by:- ; SH k , � � . -.. .:� "..... Printed Name: Signature: PE License Number: z Zs Firm Name and Address: ' A1oo !n/A Date: 317- 2/0 Telephone Number: e 3 Fax Number: S, E -mail : �yk ���E� - Af sm Nl I T VI" 1 UKWIIA " ECEIVED C 0 R REH C T i� -�i \5 MAC 3 0 2004 LTR# _ MICR 3 0 2004 PERMIT OENTER TUKWILA Approved Nov 2002 1 PUBLIC WORKS �/- Oct 7 »...rea+t. ;arfi�'��+'dh�'NdY•�•roza v7lr^ m: v: emry*., a•. r^. ��ru, �YSds.z f z W �U UO CO 0 J = D LL wo LL Q cl) i �w z �O z�_ w w U13 O o� wW U_ O w z. CO) o� z 0 DEVELOPMENT BULLETIN IC ENGINEER ESTIMATE AND BOND QUANTITY GENERAL ITEMS Unit Quantity Unit Price Subtotals M1`it6 <.LLa'v1y' m.1}N+.L.Y :.F,.��i�:i`.. ��r.�u�R�w .;'+': �iy�u '� Clear /Remove Brush by hand Acre • $1,320.00 Clear /Grub/Tree Removal Acre a 0 7 $6,820.00 X77. 40 Common Excavation CY $1.30 Trench Excavation CY Z o $3.30 Embankment - Backfill and compact with select. material CY ZJ $4.00 610 . 06 Trench - Backfill and'compact with select material CY $6.30 Borrow- Fill and compact , ..... i: �• `:, CY.:r ,'. ., .$12-30' 77- ..... Gravel Base = Fill - ,and compact "CY': : -'- : "' _.'• $17.20 .. Topsoil - Imported_....._......_.._ .• ..... _.._ .. _ _.. CY $17:60, Grading-' Fine with a:grader _ .. ............ "SY . _. _.. $0.80. Grading - Fine by hand . - _. SY _.. - $1.45.. Fence - Cedar, 6' high......... _...... __ _ ..... __. LF • _ $27.50. _; - ..._..... _ . . Fence - Viriyl coated'chain'•link, 6' high - " ' ; "; ' = <� - ,- ; ' , Lf.': $11:00" _....___�...__..__.__...._ Fence Gate - Vinyl. coated -chain••link;•20';wide-: ;.,- - : :•.. -: EACH - - -- $990.00 - -- - -- - Fence - Wildlife passable (NGPE.& SAT).`-­..... :._ ___... LF - $5.50 - _.... . _.. . Survey - Monuments EACH- $110.00 Survey- Lot lines.... .... _ _....:........ ...... _._..._ DAY _ _._........$693.00 Survey.- Line. and grade ..._,_ ................ _ _ _..... _..:. _ DAY : $56.1.00 rail - 4" crushed cinder SY . $7.15 t '• '� = ' Trail - 4" crushed surfacing top course SY $6.60 - - ;- Wall - Gabion, 3' thick, no earthwork SY $106.70 Wall "Retaining, with earthwork' : SY " $23.10 General Subtotal �2 3. 4 o Sales Tax Qa 8.8% .59.86 GENERAL ITEMS TOTAL Approved Nov. 2002 2 I Z �Z 2 D JU 00 0 w� Lo U_ w U_ C0 D d . = W Z� t- O w 25 U (n _ O 4- WW H~ tL O .. Z C0 O Z �L.+..w:C.r.:l"r.'+:A+. M1`it6 <.LLa'v1y' m.1}N+.L.Y :.F,.��i�:i`.. ��r.�u�R�w .;'+': �iy�u '� Z �Z 2 D JU 00 0 w� Lo U_ w U_ C0 D d . = W Z� t- O w 25 U (n _ O 4- WW H~ tL O .. Z C0 O Z DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY TESC Unit Quantity Unit Price Subtotals Fence - Silt (installation and removal) .. LF $1.40 Fence - Temporary, drip line & NGPUSAT) LF $1.10 Hydroseeding ACRE $1,980.00 Hydroseeding, fertilizing, mulching ACRE $2,750.00 Seeding - By hand SY 9 $0.40 37. tO Mulch - Straw, 3" by hand SY .. $0.55 Mulch - Straw, 2" by machine - ACRE -- = $2,200.00 ... _ _.... ..__ _ .. _ . ... ; ... $0.00. Fabric - Geotextile SY $1.65 Catch Basin Protection - Insert EACH' $400 Catch Basin Protection- Geotextile a& rock EACH ' Outfall - Silt trap or pond overflow' - - EACH - - - -$660.00 - ; t Interceptor dikeAs vale _ . _ . LF _ . - -- _`_..___ ... __... $1.00: _ . •........... _. Hay bale silt trap EACH $55.00. : t :, ;:- ; ,; �•.,.., a- t Brush Barrier. LF Stabilized construction entrance -15' by 50'. EACH . • $1 155.00 .... ..... . Stabilized construction entrance -l5' by 100' EACH $1,980.00 :•:,; .:' ., ' �c Pipe LF $2.20 Level spreader'...,.. LF- ... _ .. .. ... ":--$1 Silt :.- _... EACH _ $550.0U _... . Silt Pond EACH $1,650.00 TESC Subtotal 3 7 60 Sales Tax ® 8.8 °l° TESC TOTAL Approved Nov. 2002 3 ` Vc.u':..,u:N:J,uei it i xdFa:} „, S€i Y.ia+.W;4i� _ .yfr., x.',rtw!d.t�rV, ht •se' ' . 'Y4lati i:S+yse�.rC,{E';:iifq.' •q'1,F'+ik�.e”' rVx�✓��+�:'t'+k. Z = Z JU UO Cl) CO W W = NU. WO U.Q ND = F.. W z H F- O Z �5 U� ON a H WW �Z W CO O Z DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY l Unit i G i " .. • ROAD & PARKING IMPROVEMENTS Unit Quantity Unit Price Subtotals AC Grinding - 4' machine Sy $7.70 AC Removal /Disposal /Repair Sy $88.00 Curb - Extruded asphalt LF $2.20 Curb - Extruded concrete LF $2.20 Curb.& Gutter - Vertical LF $7.70 Curb & Gutter - Demolish/Dispose ' LF $11.33 - Sidewalk- Concrete, Demolish /Dispose Sy- — $24:75 Sawcut - Asphalt,..3" deep. -_ $1.43... __._ . _. _4 Sawcut- Concrete, per 1" depth over 3" LF $1.21 Sealant - Asphalt LF 30 $0.77 ► • 2 3: / o Shoulder - CSTC TONS $16.50:. Sidewalk - Concrete, 4" thick with 4" CSTC SY $22.00 Sidewalk - Concrete, 5" thick with 4" CSTC - - -- -- SY .....$26.40 -- Striping - 4" reflectorized LF... _ ... . _ . $.0.28 Striping per parking stall EA $3.00' T hickened asphalt edge % - ::.: LF $5.17 Pavement Markings - Chan nelization arrows EACH $82.50 Signs.- . Traffic channelization. EACH $55.00 Overlay = Asphalt concrete - (2.05 tons/CY) TONS $44.00- Pavement- Asphalt x.300 tons (2.05. tons/CY) TONS : - . • $41.80 - 35.x; 4 3 Pavement - Asphalt concrete, 5 300 tons Sy $35.20 Asphalt treated base (ATB) - (2.05 tons/CY) TONS 17; 2` $38.50. 2: z o CSTC - (1.85 tons/CY) TONS $16.50 CSBC - (1.85 tons/CY) TONS $16.50 Gravel base (1.85 tons/CY) TONS $9.90 Geotextile fabric - Structural $1.65 Guard rail LF $22.00 4n nn i z Z �W Q � J U. UO O w� Nu- WO L? � = W �O z I— 25 0 ON o�- WW LL O w z U= O z fk DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY Street light - Ci"wned EACH J fk DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY Street light - Ci"wned EACH $5,500.00 Road & Parking Subtotal oy Sales Tax ® 8.8% �, 9 ROAD & PARKING TOTAL CSTC - Crushed surfacing top course CSBC - ..Crushed surfacing base course Q Z S E' � W J U' UO ND CO) = J � CO) LL, W O: LL S2 a =W z� �O z I-- U �. :O N` 0 H- ul W FZ- U U- ~O .. Z W O Z Approved Nov. 2002 l7} � ,.T�w ...:.:4. .:Y'.+ +..i�, n.tu. w..�+z+:3 .+ntS.Ft�•.. ..% .,;e:w ,,,c.... ..sq,.r.,,c.w>w.+. ..: E•:.. }•i.. q:JU w.ir ,h t1.h :: ��: �.: f.,:. x+ 1.n;:G:::�. } ': J4'. v:. n. *Lw:«:.:wi+Dtu..�.P.t.+J. %+s'ar �c:u+:�'i+<rQd�t::i�tu.s >.:. ti>:-r;: .44" d DEVELOPMENT BULLETIN IC ENGINEER ESTIMATE AND BOND QUANTITY r DRAINAGE SYSTEM Unit Quantity. Unit Price Subtotals Drain Each $385.00 , Inlet/Yard Catch Basin -Type I Each / '$935.00 .9 3 S, o u Catch Basin -Type 2 48" Each $1,430.00 Add for depth over 4' per foot Feet $352.00 Catch Basin - Type 2 54" Each $1 Add for depth over 4' per foot Feet $407.00 Catch Basin - Type 2 60" Each $1,760.00 Add for depth over 4' per foot Feet $341.00 Catch Basin - Type 2 72" Each $2,420.00 Add for depth over 4' per foot Feet :. $572.00' Cleanout PVC, 4" dia. Each .,$94.60.. Cleariout PVC 6" dia. Each :; $126.50'. Cleanout PVC 8" dia. Each - ''$156.20 Drainpipe, PVC 4" LF..:.: .... _..:..: $4.95..:,f. . -,:... .. :..:.._:.;; Drain pipe PVC, 6 ". LF $7.15 Drain pipe, PVC 8" LF $8.80 Storm pipe Concrete 8" LF $16.50 Storm pipe, Concrete 12" LF $19.80 Storm pipe PVC, 8" LF $8.80 Storm pipe, PVC 12" LF $16.50 Storm pipe, PVC, 15" LF $20.90 Storm pipe, PVC, 18" LF $25.30 Storm pipe, PVC, 24" LF $33.00 Storm pipe, CMP, 8" LF $11.00 Storm pipe CMP 12" LF $16.50 Storm p ipe, CMP, 15" LF $20.90 Storm p ipe, CMP, 18" LF $24.20 Storm pipe, CMP, 24" LF $33.00 Storm pipe CMP, 30" LF $42.90 Storm p ipe, CMP, 36" LF $71.50 Storm pipe, CMP, 42" LF $88.00 Storm pipe, CMP, 48" LF $93.50 Storm pipe, CMP, 60" LF $137.50 Storm pipe, RCP, 15" LF $25.30 Storm pipe, RCP, 18" LF $30.80 Storm pipe, RCP, 24" LF $44.00 Storm pipe, RCP, 30" LF $71.50 Storm pipe, RCP, 36" LF $93.50 Storm pipe, RCP, 42" LF $115.50 Storm pipe, RCP, 48" LF $126.50 Storm pipe, RCP, 60" LF $181.50 Pond Overflow Spillway SY $8.80 Approved Nov. 2002 31 Z �Z `~ w oc � �U U0 U J = C/) LL w J u_ � = W F- _ z� Z � W w U� O N 0 F- W H u. O .. Z W U= Z j ._... f f DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY Restrictor - OWS 12" Each' $880.00 Restrictor - OWS 15" Each .$990.00 Restrictor - OWS 18" Each $1 Restrictor - OWS 24" Each $1 P 430.00 T rash rack 15" Each $203.50 T rash rack 18" Each $231.00 T rash rack 21" Each $264.00 Trash rack 24" Each $330.00 Ri ra , Light, Loose Tons $66.00 u rry S alts, 4" to 8". Tons $49.50 T rench - Infiltration er 4OG4eet Feet /3. uo 9 D 0,'0 0;.. Perforated stub -outs stem Each rench " = F16W dis ersal 'er 100 feet Feet Si n - Stormwater Facility = Each $330.00 Drainage System Subtotal /925, oo State Sales Tax 8.8% 10- - 40 DRAINAGE SYSTEM TOTAL " Z 0.9t. 40 Z ' it u D . J U. UO CO) J = H S2 LL w O u_ Cj) = �w Z ZO W w .O N w u- O w p �. O Z DEVELOPMENT BULLETIN IC ENGINEER ESTIMATE AND BOND QUANTITY WATER SYSTEM Unit Quantity. Unit Price Subtotals';.. Water Main - Ductile iron, CL 52, 6" LF Water Main - Ductile iron, CL 52, 8" LF Water Main - Ductile iron, CL 52, 10" LF .. . Water Main - Ductile iron, CL 52,12" LF . . Gate Valve, 6" EACH Gate Valve, 8" . EACH Gate Valve, 10" EACH Gate Valve, 12" EACH Fire Hydrant Assembly, With guard posts. EACH- $1,200.00' Fire Hydrant Assembly, Without guard posts EACH $950.00 -: ir- -Vac, 8" .. ....._ .. - EACH A ir-Vac, 10" EACH A ir-Vac, 12" EACH PRVA,. 8" EACH PRVA, 10" _.... EACH PRVA, 12" .. EACH Backflow — Irrigation BackfloW.— Fire Line Backflbw - Water supply . W k7 'C'qL- �, Aj 1 F 30 2.00 60 Water System Subtotal Z8:00 Sales Tax Q 8.8% 5 WATER SYSTEM TOTAL 6 5 7 . 2. 8 1 z �z �w Q 2 JU 00 Cl) D CO) w a:c �u- w �:3 u- d =w F— _ Z F- O Z F- LU 25 U ON 0�- wW ►L O 111 Z 0- Z DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY 9 z �z JU 00 NO J � �w w �5 U. ¢ 0� = �w z I— O w ~ w U� O -. w ~ 1= u. O .z W U= z 11",.7 v:b 77 Keep t:t, r t %5'i t,5; P a+..x.'. .au 4+ 4Y�1„1 +'iC.du', . ' �YCLR::, .?iQiS ��,w.M. yi'Y . � . ;•a•rr �++, ;:e xitu .r..rc . a.,,. ,.:r*.- .. ,.. ..... ... «. ,..>w•.,�::w.uwau;aa ^A'GCt: HL4a 'M` 4a'ZJ1iLr7t+:� i;J:`3ir:i�t'ec4.y SEWER SYSTEM Unit Quantity Unit Price Subtotals SSS, PVC 4" LF Z p $5.50 // o. 00 SSS, PVC 6" LF $8.25 SSS, PVC 8" LF ' $11.00 Sewer pipe, PVC, 8" LF $27.50 Sewer pipe, PVC, 12" LF $33.00 Sewer pipe, PVC, LF $0.00 Manhole, 48" EACH $1,430.00 Additional depth over 4' per foot FEET $352.00 Manhole, 54" EACH $1,595.00 Additional depth over 4' per foot FEET $407.00 Manhole, 60" EACH $1,760.00 Additional depth over 4' per foot FEET $451.00 Manhole, 72" EACH $2,530.00 Additional depth over 4' per foot FEET $572.00 Grease Interceptor Sewer System Subtotal //0.00 Sales Tax @ 8.8% '9.69 SEWER SYSTEM TOTAL //9.99 9 z �z JU 00 NO J � �w w �5 U. ¢ 0� = �w z I— O w ~ w U� O -. w ~ 1= u. O .z W U= z 11",.7 v:b 77 Keep t:t, r t %5'i t,5; P a+..x.'. .au 4+ 4Y�1„1 +'iC.du', . ' �YCLR::, .?iQiS ��,w.M. yi'Y . � . ;•a•rr �++, ;:e xitu .r..rc . a.,,. ,.:r*.- .. ,.. ..... ... «. ,..>w•.,�::w.uwau;aa ^A'GCt: HL4a 'M` 4a'ZJ1iLr7t+:� i;J:`3ir:i�t'ec4.y 1 r 7?11 or= A/04 �EkM1-r CITY OF TUKWILA Public Works Department 206 - 433 -0179 DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY SUMMARY OF ESTIMATES TOTALS w 1. GENERAL ITEMS 1 r 7?11 or= A/04 �EkM1-r CITY OF TUKWILA Public Works Department 206 - 433 -0179 DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY SUMMARY OF ESTIMATES TOTALS 1. GENERAL ITEMS '3 2 - 7-16 2. EROSION PREVENTION /SEDIMENT CONTROL (TESC) 30.9 G 3. ROAD.AND PARKING IMPROVEMENTS .3s; 19 4. DRAINAGE SYSTEM 5. WATER SYSTEM 272.6a .. . 6. SEWER` SYSTEM _..GRAND.TOTAL 150 % Bond (quantity —(1.5)(GRAND TOTAL) 3Z /9.IS The quantities aboye were calculated. by: Printed Name. . Signature: umber: PE License Number: Firm Name and -- .- . - -. -. ' !.1 �aDi ✓i�Lr.: t-JA .. 98 72 Date: 3 / 2-/e .9 Telephone Number: , 2 s VC p ie 9 3 Fax Number: -1 f -p's- /0 8 3 E -mail : Sc,�.��� -�E.� MTSPV. coLN C.0-�RE ;TION- Approved Nov. 2002 NECENED 0�Y CAF TUKWILA MAR 3 0 2004 1 PERMIT 0ENTEF1 RECEIVE[) MAR 3 0 2004 PUBLIC WORKS Dov-0 z �z �w . JU 00 N CO) J F- �2 LL w U. Fw z Zo LL) D0 O CO) o� wW U L L LLi z U =. o'' z DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY GENERAL ITEMS Unit I Quantity Unit Price Subtotals Clear /Remove Brush by hand Acre $1,320.00 Clear /Grub/Tree Removal Acre $6,820.00 Common Excavation CY $1.30 Trench Excavation CY ,;Zg $3.30 9Z, go Embankment - Backfill and compact with select material CY $4.00 Trench - Backfill and.compact with select material CY 2$ $6.30 / 79.40 : Borrow - Fill and compact CY $12.30 Gravel Base - Fill and compact CY $17.20 Topsoil = Imported:. CY $17.60 Grading FiheWith.a:.grader SY $0.80 ; Grading -Fine by hand SY zz- $1.45 3,'90 Fence - Cedar, 6' high LF $27.50 Fence = Viriyl coated chain "link; 6' h igh ' ; LF - $11.00 ' Fence Gate - Vinyl coated chain link, 20' wide EACH $990.00 Fence - Wildlife passable (NGPE -& SAT) - LF $5.50 Survey - Monuments EACH $110.00 Survey- Lot lines DAY $693.00 Survey_, Line and grade __ .... .... .DAY � $561.00 Trail - 4" crushed cinder ;� z . rr- ' -..SY $7.15 Trail - 4" crushed surfacing top course ••- - -_ $6.60 Wall - Gabion, 3' thick, no earthwork L• SY $106.70 Wall - 'Retaining; with earthwork SY $23.10. General Subtotal Sod, -70 • , ...Sales Tax @ 8.8% 26 , 46 GENERAL ITEMS TOTAL Approved Nov., 2002 i►a . z `~ w JU UO 0 U) � t .. Ca w w LL¢ �D = �w H- O w ~ w U� 0 0 o E- wW L L ui z U CF) 1 X O z ? I } f j . ....__. _Silt TESC Unit Quantity Unit Price Subtotals Fence -Silt (installation and removal) LF Zp $1.40 Z 8 Ov Fence - Temporary, drip line & NGPE/SAT) LF $1.10 Hydroseeding ACRE $1,980.00 Hydroseeding, fertilizing, mulching ACRE $2,750.00 Seeding - By hand SY $0.40 Mulch - Straw, 3" by hand SY $0.55 Mulch - Straw, 2" by machine ACRE $2,200.00 $0.00 Fabric - Ceotextile SY $1.65 Catch Basin Protection - .Insert EACH $33.00 Catch Basin Protection - Geotextile a& rock EACH $22.00 Outfall -Silt trap or pond overflow EACH $660.00 Interceptor dike/swale LF $1.00. Hay bale silt trap EACH $55.00 Brush Barrier . LF $0.30 Stabilized construction entrance --15' by 50' EACH $1,155.00 Stabilized construction entrance - 15' by 100' EACH $1,980.00 Pipe:slope drains LF $2.20 Level s LF _..$1.65. . Trap . :.. ... _. EACH - :.. $550.00 '.. . Silt Pond EACH $1,650.00 TESC Subtotal Z& . p 0 Sales Tax @ 8.8% TESC TOTAL Approved Nov. 2002 3 I' DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY Z �w Q � Q 2 JU UO D �w= H WO U. = F w ' z H 1— O Z F- U� w H� LL Z , iii U= O z DEVELOPMENT BULLETIN IC ENGINEER ESTIMATE AND BOND QUANTITY Approved Nov. 2002 4 ROAD PARKING IMPROVEMENTS Unit Quantity I Unit Price Subtotals AC Grinding - 4' machine Sy // $7.70 q. 70 AC Removal /Disposal /Repair Sy $88.00 969.00 Curb - Extruded asphalt LF $2.20 Curb - Extruded concrete LF $2.20 Curb & Gutter - Vertical LF $7.70 Curb & Gutter= Demolish/Dispose LF $11.33 Sidewalk - Concrete - Demolish /Dispose Sy $24.75 Sawcut = Asphalt, 3" deep LF $1.43 6 2 .9 Z _ Sawcut - Concrete, per 1 " depth over 3" LF $1.21 Sealant - Asphalt LF Q $0.77 Shoulder - CSTC TONS $16.50 : Sidewalk - Concrete, 4" thick with 4" CSTC " SY` • $22.00 Sidewalk - Concrete, 5" thick with 4" CSTC -• Sy $26.40 Striping - 4" reflectorized LF . $0.28 Striping - per parking stall EA $3.00' Thickened asphalt edge .. LF $5.17 Pavement Markings - Channelization arrows EACH $82.50 Signs - Traffic channelization EACH. - - $55.00 Overlay - Asphalt concrete - (2.05 tons/CY) - TONS 2, S $44.00. Pavement. - Asphalt. concrete,. <300 tons (2.05 TONS $41.80 tons/CY) . Pavement * - Asphalt concrete,. >300 tons Sy $35.20 Asphalt treated base (ATB) - (2.05 tons/CY) 'TONS- .:- - - - - $38:50 - CSTC - (1.85 tons/CY) TONS' .-$16.50 CSBC - (1.85 tons/CY) TONS $16.50 Gravel base (1.85 tons/CY) TONS $9.90 Geotexti le fabric - Structural $1.65 Guard rail . LF $22:00 $0.00 Pavement•markings- Raised, Type 1 EACH $3.30 Arrows- Thermoplastic EACH $82.50 Larie marking - Thermoplastic LF $3.30 Sign - Stop 30 "00 ", VIP grad EACH $82.50 Sign - Street name, 9" X length, 6" letters EACH $44.00 Signs - Miscellaneous traffic EACH $38.50 Median - Non- traversible, C curbing EACH $5.50 Barricade - Type III LF $33.00 Traff Z 4 W oC 2 D JU UO Na CIO ui J �_-. Nu. WO 2 QQ W? N _W �_ Z F-- F- O ul Z t- W D O N OH WW LLO ..Z W co) Z 0 ic signal -Fully actuated (includes design) EACH $220,000.00 Z 4 W oC 2 D JU UO Na CIO ui J �_-. Nu. WO 2 QQ W? N _W �_ Z F-- F- O ul Z t- W D O N OH WW LLO ..Z W co) Z 0 i _ ... .�.._ .�.. _.._...._ _... � ._.._....... , j .. i F , i i . DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY Street light - City -owned EACH $5,500.00 Road & Parking Subtotal Sales Tax @ 8.8% 30 , 9v ROAD & PARKING TOTAL ,38 z, 0 CSTC - Crushed surfacing top course CSBC - Crushed surfacing base course Z W� J U: 0 0 � 0 W= NLL WO J' u. _: Ca CY W. z� �- O' z E-. UJ N 0 H WW H U U. �. .. z W U =. O F' Z. DEVELOPMENT BULLETIN IC ENGINEER ESTIMATE AND BOND QUANTITY DRAINAGE SYSTEM Unit Quantity Unit Price Subtotals Inlet(Yard Drain Each $385.00 Catch Basin -Type I Each $935.00 Catch Basin -Type 2 48" Each $1,430.00 Add for depth over 4' per foot Feet $352.00 Catch Basin - Type 2 54" Each $1,595.00 Add for depth over 4' per foot Feet $407.00 Catch Basin - T e 2 60" Each $1 f 760.00 N., Add for depth over 4' per foot Feet $341.00 Catch Basin - Type 2 72" Each $2,420.00 :• Add-for depth over 4' per foot Feet $572.00 Cleanout, PVC, 4" dia. Each $94.60 Cleanout, PVC, 6" dia. Each $126.50 Cleanout, PVC, 8" dia. Each $156.20 Drain pipe, PVC, 4" LF $4.95 Drain pipe, PVC, 6" LF $7.15 Drain pipe, PVC, 8" LF $8.80 Storm pipe, Concrete, 8" LF $16.50 Storm pipe, Concrete, 12" LF $19.80 Storm pipe, PVC 8" LF $8.80 Storm pipe PVC, 12" LF $16.50 Storm pipe PVC, 15" LF $20.90 Storm pipe, PVC, 18" LF $25.30 Storm pipe, PVC 24" LF $33.00 Storm pipe, CMP, 8" LF $11.00 Storm pipe, CMP, 12" LF $16.50 Storm pipe, CMP, 15" LF $20.90 Storm pipe, CMP, 18" LF $24.20 Storm pipe, CMP 24" LF $33.00 Storm pipe, CMP, 30" LF $42.90 Storm pipe, CMP, 36" LF $71.50 Storm pipe, CMP,.42" LF $88.00 Storm pipe, CMP 48" LF $93.50 Storm pipe, CMP, 60" LF $137.50 Storm pipe, RCP, 15" LF $25.30 Storm pipe RCP, 18" LF $30.80 Storm pipe, RCP, 24" LF $44.00 Storm pipe, RCP, 30" LF $71.50 Storm pipe, RCP, 36" LF $93.50 Storm pipe, RCP, 42" LF $115.50 Storm pipe, RCP, 48" LF $126.50 Storm pipe, RCP, 60" LF 1 1 $181.50 Pond Overflow Spillway SY 1 1 $8.80 Z Q w a � JU 00 Wo w= H �u- w u_ cl)d = w Z F. I- O Z 1- U� ON o�- =U U. O ill Z U2 Z DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY Restrictor - OWS, 12" Each $880.00 Restrictor - OWS, 15" Each $990.00 Restrictor - OWS, 18" Each $1,155.00 Restrictor - OWS, 24" Each $1,430.00 Trash rack, 15" Each $203.50 Trash rack, 18" Each $231.00 Trash rack, 21" Each $264.00 Trash rack 24" Each $330.00 Ri ra , Light, Loose Tons $66.00 Q uarry S alts, 4" to 8" Tons $49.50 Trench - Infiltration, per 100 feet Feet Perforated •stub -outs stem Each Trench - Flow dispersal per 100 feet Feet Sign - Stormwater Facility Each $330.00 Drainage System Subtotal .$. _State Sales Tax 8.8% DRAINAGE SYSTEM TOTAL Z Z W D U UO ma Nu- WO 9 E LL Q = �W z� �O Z F- uJ 5 •U� O N WW H C.). L- O W Z U CO) O ~. Z i DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY WATER SYSTEM Unit Quantity Unit Price Subtotals Water Main - Ductile iron, CL 52, 6" LF Water Main - Ductile iron, CL 52, 8" LF Water Main - Ductile iron, CL 52, 10" LF Water Main - Ductile iron, CL 52,12" LF Gate Valve, 6" EACH Gate Valve, 8" EACH Gate Valve, 10" EACH Gate Valve, 1.2" EACH Fire Hydrant Assembly, With guard posts EACH $1,200.00 Fire Hydrant Assembly, Without guard posts EACH $950.00 Air -Vac, 8" EACH Air -Vac, 1 Q° :. EACH Air -Vac, 12" EACH PRVA, 8 =- EACH PRVA, 10" EACH PRVA, 12" EACH Backflow - Irrigation BackfloW. -'Fire Line Backflow - Water supply . A1^7 t k srk L /A.+ C Ch ZS' 2 s o U Water System Subtotal Sales Tax Q 8.8% Z 2. o O WATER SYSTEM TOTAL 2 7 2.oe Z Z �w Q 2 JU UO cf) J = H NU- wo 9 5 u- = F- w Z I- O Z I- w w U� ON 0 H- wW H �. LL —0 W Z U= O~ Z i I DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY E z 1 z '�' w �U UO N J H CO) u_ . w 9 J. U. ND = �w z H F- O w UJ Do U O N o�- wW LL O z CO ~O �. z 0 SEWER SYSTEM Unit Quantity Unit Price Subtotals SSS, PVC 4" LF $5.50 SSS, PVC 6" LF / S— $8.25 /2 3. - 7 s SSS, PVC 8" LF ' $11.00 Sewer pipe, PVC, 8" LF $27.50 Sewer pipe, PVC, 12" LF $33.00 Sewer pipe, PVC, LF $0.00 Manhole, 48" EACH $1,430.00 Additional depth over 4' per foot FEET $352.00 Manhole, 54" EACH $1,595.00 Additional depth over 4' per foot FEET $407.00 Manhole, 60" EACH $1,760.00 Additional depth over 4' per foot FEET $451.00 Manhole, 72" EACH $2,530.00 Additional depth over 4' per foot FEET $572.00 Grease Interceptor Sewer System Subtotal Sales Tax @ 8.8% /0 •8 SEWER SYSTEM TOTAL E z 1 z '�' w �U UO N J H CO) u_ . w 9 J. U. ND = �w z H F- O w UJ Do U O N o�- wW LL O z CO ~O �. z 0 Return to: City Clerk City.of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 Above this line reserved for Recorder's use DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Grantor /Borrower: Grantee /Beneficiary: CITY OF TUKWILA, a Washington municipal corporation Document Reference Number(s): Section/Township/Range: Assessor's Tax Parcel N umber(s): Q j C �? 0 - Property Legal Description (abbreviated): C�11 . The Grantor, , -�L �i; tZ,� Vlr)" 'ariveys, warrants, and dedicates to the CITY OF TUKWILA, a Washington municipal corporation, the following described public water /sanitary sewer /storm water utility improvements: ENGINEERING COSTS: $ C� CONSTRUCTION COSTS: $ TOTAL: $ DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Page of z Z J U. UO N CO) J �_ N LL w 0 2 9Q = a W z �. z O_ w O N` O !- w uJ LLZ w 0 ~' Z x Return to: City Clerk City.of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 Above this line reserved for Recorder's use DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Grantor /Borrower: Grantee /Beneficiary: CITY OF TUKWILA, a Washington municipal corporation Document Reference Number(s): Section/Township/Range: Assessor's Tax Parcel N umber(s): Q j C �? 0 - Property Legal Description (abbreviated): C�11 . The Grantor, , -�L �i; tZ,� Vlr)" 'ariveys, warrants, and dedicates to the CITY OF TUKWILA, a Washington municipal corporation, the following described public water /sanitary sewer /storm water utility improvements: ENGINEERING COSTS: $ C� CONSTRUCTION COSTS: $ TOTAL: $ DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Page of z Z J U. UO N CO) J �_ N LL w 0 2 9Q = a W z �. z O_ w O N` O !- w uJ LLZ w 0 ~' Z situated in King County, State of Washington. DATED this / day of 1)1� C:. , 200 , GRANTOR: By: q / 0v7'1'1 t i (title) STATE OF WASHINGTON ) ss. COUNTY OF KING ) On this /O +h day of De cP- m b e- r , 200 , before me personally appeared Palwi der Mulfani , to"me known to be the OLO/7er- of , that executed the within and f reg ing i trument and acknowledged the said instrument to be the free and voluntary act and deed of said corporation for the uses and purposes therein mentioned, and on oath stated that he was authorized to'ezecute and in fact executed said instrument on behalf of the corporation. Given undergil af?t�fti iaf seal this jOfh day of D�CP -ry) , 200 ti Type/Print Name ce, A. De a cv Notary Public in and for the n 4 N� A�� := r State of Washington residing at R on Oro My Commission expires 6 ACCEPt'EfliP'PROVED for the City of Tukwila this day of 200 CITY OF TUKWILA By: Stavan M Midipt Mavnr ZZ Q J.- Z �w 2 D 00' O. W= J �- S2 LL w LL.a C* CY = d �w Z O-: W w U �. �O C') W W, LO Z Cl) O~ Z M CASCADE TESTING LABORATORY, INC TESTING & INSPECTION / ENGINEERS PREVIOUS 1157 12919 N.E. 126TH PLACE REPORT No. No. KIRKLAND. WASHINGTON 98034 (425) 823 -9800 EVERETT (425) 259 -0817 DAT� CERT. NO. 6 2-3 1 � y° � �'� FIELD REP ORT PROJE / ( - � - J4N 7so . 6C1�_ p �� I `4� !-f LOCATION TO: !�/ I I� S ` c�1 0 '.-z -- q G `' 01 ,100 BLDG. PERMIT NO. OWNER 0 3 1��� 0 -ay 9 9C)3 � M�N WEATHER TEMP. � �� AT PM ENGINEER 1 1c, r. e evc� - =- ARCHITECT ATTN: CONTRACTOR ll f /Z ii � N +��TlA N 1 r'U INSPECTION PERFORMED ITEMS INSPECTED FOUNDATIONS — RESTEELICONCRETE _ RESTEEL ONLY FOOTINGS _ SLAB — RESTEELIMASONRY _ STR.STIWELDING _ AUGER CAST PILES _ COLUMNS —. OTHER -- STR.STIBOLTING -- DRILLED PIERS — WALLS —BEAMS ( LOCATION LOCATION(AREAS) C 5 Q 1�C °� A' 1 C u r (5) CONCRETE/MASONRY MIX NO. DESIG TRENGTH (Pc) SUJPPLIER TOTAL CU. YD. PLA SLUMP (INCHES) SPECIMENS CAST AIR CONT o S INDER REPORT NO. _YES _NO ` ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS REMARKS: D �- v 1 tS ITT �4-t-s L.)�K 'Q--UO �L �J C.�O1�tlel!:C �C... A i �o�� JAS S e S C c.�-o OL- 40 6 - S mod-+ a ►-� o 4 �a a e_ • �-- TEST RESULTS APPLY ONLY TO THE ITEMS \ ,9 l HEREIN TESTED. THIS REPORT SHALL NOT INSPECTOR(S), NAME L l S) BE REPRODUCED EXCEPT IN FULL, WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. INSPECTOR SIGNATURE REVISED 8/00 SIGNED BY COPIES TO: ' �- (, 1 3 6 Z Z � W Q � JU UO w� N LL W o 9-1 LL. Q W Z = H F- O Z F- LLJ W U� ON o ff W UJ T_ F- H LL O .Z . W U= O F. Z ,� ,? �i�� wslsn*yn[ ! {an+3+ '�I`!!'SkT�S�?fi �':�r��irt� -rr,e '+,'* „q,�.: r: - ,_.,:,•, s.•,..:. �,.,:.;; r:! �.^, �. r;;^ �q:, xtr} y�•8o-,�n`�;f,.3t,�!2e..,.�'�..r "!1+;�.��.�^3�,�7M �,.,,.. tmrxwccc+b'ec r.�a.::..:.u.+....v�L1 -n. - .. r.... �..., ...�..,,.�..:.«:...:..+..+.*.s- . &'r=- .1�.. 5' •i�1•'i.7'.. �.^...yyr.� _ 1 f' t. CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS PREVIOUS 115 7 7 9 12919 N.E. 126TH PLACE REPORT No. No, KIRKLAND, WASHINGTON 98034 (425) 823 -9800 EVERETT (425) 259 -0817 DATE ? LV+S CERT. N0. Za O o - � FIELD REP ORT PRO T -�;� , f I �q ,, I'l - �. LO ( A �iZ 1 u i p hl 1 C�� N At)e- �d TO: 40 .S BLDG. PERMIT NO. OWNER ago 1 "Z 1 1 3 ` `_ P r A 0 0 , -C) y (� WEATHER TEMP. AT AM AT PM ENGINEER , 1 1 r N21 i Ai ee 0- �..�. ARCHITECT ATTN: CONTRAC R I K 7 PrM r MS� INSPECTION PERFORMED ITEMS INSPECTED FOUNDATIONS _ RESTEEUCONCRETE , RESTEELONLY _ FOOTINGS _ SLAB _ RESTEEUMASONRY _ STR.STIWELDING AUGER CAST PILES _ COLUMNS -- OTHER -- STR.STIBOLTING — DRILLED PIERS -- WALLS OX swkS A-bU ce- ��$ ._ BEAMS A (4) LOCATION (AREAS) CONCRETE/MASONRY MIX NO. DESIGN STRENGTH (f'c) SUPPLIER TOTAL CU. SLUMP (INCHES) SPECIMENS CAST AIR CONTENT ( %) SEE DER REPORT NO. _YES _NO —ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS REMARKS: L 0.0a `Tj ( 'c -� 1 -40 TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT INSPECTOR(S), BE REPRODUCED EXCEPT IN FULL, WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. INSPECTOR SIG REVISED 8/00 1 SIGNED BY COPIES - M ,- 'tL'T'L6 X)3 Z �z � W QQ � JU UO co Q J = F- LL WO 9:3 N �W Z = H F- O W 1- W 0 m C3 ON oI­- W W LL O --Z W U =. ~O F- Z 0 « . 4 1 BI�Y« rm9tC p�""..` r"""". �5�pvvv9 'fFFCiuhH{�'ty�'^1�9in'�3��n « tom :.O�r- 7�c�+,�.ukYE:l�x �nry:;,.a..,. +. w.•r....::� >...... ., nr %e.�;aa..:;74Wq^..:�....,t�«,,r �`SC'i�v'�;M u �i •, S� - r q.+rtt+ Sr'tt�,�"dv� A'�' Y'M1'lY1p?. { d " C S mtY « alt .! �e .._... - "' -" �.w • ,�,+.,...�......,.....,. 4. �..- ....:..�..z " "� .,. �.. M... m,._ nsr.. r. �e.... ,.,.,,.. «.a:..w:1...,..w�`.�... __ __ ° '"'rJ:L"'1^!Krk+ya.an -w I s CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS PREVIOUS 115725 12919 N.E. 126TH PLACE REPORT No. No. KIRKLAND, WASHINGTON 99034 (425) 823 -9800 EVERETT (425) 259 -0817 DATE U CERT c.� FIELD REPORT PROJECT Id� LOCATION All en 1 TO: -Vz)/7 //3`` ? /acs .5� BLDG. PERMIT NO. C)D -OV7 OWNER _ 4 WEATHER TEMP. AT AM AT PM ENGI ARCHITECT ATTN: CONTRACTOR I c Kt s ti INSPECTION PERFORMED ITEMS INSPECTED Z-FOUNDATIONS RESTEEL/CONCRETE _ RESTEEL ONLY _ FOOTINGS _ SLAB _ RESTEEUMASONRY _ STR.ST/WELDING _ AUGER CAST PILES _ COLUMNS — OTHER STR.ST /BOLTING — DRILLED PIERS — WALLS �f / .-� -- Icey y- 4 'r Q k l 1 r�+S�S BEAMS LOCATION (AREAS) (5) CONCRETE/MASONRY MIX NO. DESIGN STRENGTH (f'c) SUPPLIER TOTA U. YD. PLACED SLUMP (INCHES) ECI CA AI IT t TENT ( %) SEE CYLINDER REPORT N0. _YES _ NO _ ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS V t REMARKS: �.L l f� I� Ll Z Z �w �U UO W= H CO) W WO uQ �_ O I a �W Z F— F— O Z 1— W 25 UC3 O- o ff W Hp �O iii Z L) O Z MITCHELL ENGINEERING INC. ; pp if 51 C, iAT GoaI REVISION NO,L t 4,ibb v H �r 1�) w4Ue - R,E FCOV J FD 'JUN 2,g ?Op4 A� '"AN 2 5T , 0n - 7 ,-' AL-k 7821 - 168th Ave, ME. Redmond, WA 98052 (425) 747 -1500 I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. �T� �5 �'•iCo¢ _ /rte, y � . << 27 CIA Ti SF CALCULATIONS ARE 4 COPYRIGHTED AND MAY NOT `- FEE COPIED WITHOUT THE ti WRITTEN PERMISSION OF M i i'CHFI -L ENGINEERING, INC. tJSti: OF THESE CALCULATIONS IS LIMITED TO A SPECIFIC Fr-iOJECT FOR PERSONS s� K 1� UVaq Pnf.� - TJr�ecr V 4 - L Z:* — Iw- It CITY OF TUKWILA APPROVED JUN 29200 � as No'rEu T�S�� ro � • :�;�uv� t N /.YED HEREON FOR THE N � i 5 w CONSTRUCTION OF ONE r o �O`{'.t�S�GISTE�w E U!,DING.ANYOTHER USE OR t ol 7,(7( G� �W7""' St N L �� REUSE IS STRICTLY PROHIS T.�+ 6 IT! D WITHOUT THE WRITTEN /� • � CON A 1�`& WA SE FROM MITCHELL EXPIRES ENGINEERING. INC. V 7114- , 75 REPARED BY PROJECT SHEET NO. OF )ATE SUBJECT R A- i l �/a JOB NO. 4f> _ Z W UO ND N W J H LO LL WO L? � �. W Z° W �o U O N 0 1- WW U .. Z W U =; ~O F- Z. Cr y Z �y y_ jr N Z R i - r-6 - -t I G 6 A 1 0 C � o III P 'erOV714 P�20'w�j v� Q NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS OF THE DOCUMEN. CLEAR THIS NOTICE IT IS DUE TO THE QUALtTY o emp— K) shear walls between main and upper floors s � o b ON t O t WMWA 0 A' lis NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT._ MITCHELL ENGINEERING INC. 4�3 406 3/�5' 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 Tor° IeQ •� eA�01 (�A' — — w/,-. -j /1 c. )t-lAla 132 ' =1p- - 14� V41 f 11174t; J Y A-W z UO 0 W=. W �. LL �W z O _' �� D O U: W W'. U. 0 wZ z 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 AG 7;1 2.-> :z U O` N p . W W! J N LL; W O : � Q �W Z I-- O: Z P- =p O CO: 3 F- = U' LL Z: tl! U N; O Z SHEAR WALL SCHEDULE Shear Wall Designation Nail Size Nail Spacin Hem -Fir 92 #/Ft Edges Studs Top/Btm. Plate Blocking Re 'd. G24 6d 4 4 4 No 250 PI-6 8d 6 12" 6 Yes 210 P1 -4 8d 4 12" 4 Yes 310 P1 -3 8d 3 12" 3 Yes 400 P2 -3 8d 3" 12" 3" Yes 800 Shear Wall Notes: 1. G2 - Gypsum wallboard two sides. P 1 - 7/16 A.P.A. rated Plywood or Orientated Strand Board (O.S.B.) on one side of wall. P2 -'7/16 A.P.A. rated Plywood or Orientated Strand Board (O.S. on each side of wall. 2. For P1 -3 & P2 -3 shear walls use 3x studs at adjoining panel edges. . 3. Nails shall be 8d common. 4. Where plywood is 2 sides of wall, joints shall fall on separate studs each side. 5. All panel edges blocked with 2 -inch nominal framing for P1 -6 & Pl -4 shear walls, P1 -3 and P2 -3 shear walls require 3x framing members at panel edges. Install panels either horizontally or vertically for plywood or A.P.A. rated sheathing, gypsum shear walls shall be installed with the sheets running horizontally. Space nails @ 12 inches on center @ intermediate supports. 6. 5/8" diameter anchor bolts shall be 10 inches long spaced a maximum of 24 inches on center. '/4" diameter anchor bolts shall be 12 inches long spaced a maximum of 24 inches on center. Plate washers on anchor bolts shall be 2x2 by 3/16. 7. Refer to plans and sections for anchor bolt sizes, spacing, plates nailing ect. . J NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS DOCUMEN. CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF STRUCTURAL NOTES CODE DESIGN IS IN ACCORDANCE WITH THE 1997 UNIFORM BUILDING CODE (U.B.C.) AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. LIVE LOADS ROOF------------ - - - - -- 25 PSF 3 FLOOR---------- - - - - -- 40 PSF LATERAL WIND---- - - - - - - - - - - -- EXPOSURE B; 80 MPH SEISMI C------- - - - - -- -PER ZONE 3 FOUNDATIONS EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY OF 2000 PSF. ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF 1' - 6 " BELOW ADJACENT EXTERIOR FINISHED GRADE. CAST-IN-PLACE CONCRETE F'c = 2,500 PSI @ 28 DAYS. 5 -1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6 -3/4 GALLONS OF WATER PER 94# SACK OF CEMENT. NO SPECIAL INSPECTION REQUIRED. MAXRvfUM SIZED AGGREGATE IS 1 -1/2 INCHES. SLUMP IS 4 INCHES. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. ALL REINFORCING STEEL DOWELS, ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE 5/8 INCH DIAMETER WITH 7 INCH MINIMUM EMBEDMENT INTO CONCRETE AND MAXIMUM SPACING OF 2 FEET ON CENTER 2 BOLTS PER SILL PLATE PIECE. ONE BOLT TO BE PLACED WITHIN 6 INCHES OF EACH END OF THE SILL PLATE. i REINFORCING STEEL ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH TIDE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION BY CRSI. DEFORMED REINFORCING STEEL BARS SHALL CONFORM TO ASTM GRADE 40. ALL REINFORCING BAR BENDS SHALL BE MADE COLD, WITH A RADIUS OF 6 BAR DIAMETERS (1' -7" ). CORNER BARS (2' -0" BEND) SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. LAP ALL BARS A NITNINIUM OF 48 BAR'DIAMETERS UNLESS NOTED OTHERWISE. UNLESS OTHERWISE NOTED ON THE DRAWINGS REINFORCING STEEL SHALL HAVE THE FOLLOWING NffNIMUM COVER: CONCRETE CAST AGAINST EARTH 3 INCHES CONCRETE EXPOSED TO EARTH OR WEATHER: I'M z w �U UO co 0 w = J H �LL w ua N ❑ i �w z �O z �- LLJ a U O N. w Lu. — z ui U Co) o f H , „yo-. i 1 : ,- „ i . 'C . Ali •. u 3 . a w. . <t u :m rwa u iN. 4 wta d ,w+kz. k ..:Yihaoi »:v;�'e mt aA ^ka .Ssu u u w:�:w I T w 96 THROUGH #18 BARS 2 INCHES #5 BAR AND SMALLER 1 -1/2 INCHES CONCRETE NOT EXPOSED TO EARTH OR WEATHER: #14 AND #18 BARS 1 -1/2 INCHES #11 BAR AND SMALLER 3/4 INCH SLAB -ON -GRADE (FROM TOP SURFACE) 1 -1/2 INCHES STRUCTURAL TIMBER ALL GRADES SHALL CONFORM TO WWPA GRADING RULES FOR WESTERN LUMBER, LATEST EDITION. PROVIDE CUT WASHERS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER PRESERVATIVE TREATMENT NOTE. ALL STRUCTURAL LUMBER SHALL BE NOTED BELOW: 2X FLOOR & ROOF JOIST 4X BEAMS 6X BEAMS COLUMNS LUMBER NOT NOTED HEM -FIR #2 -------- -- --- -Fb = 850 PSI DOUG- FIR/LARCH #2 ----Fb = 875 PSI DOUG- FIR/LARCH 92 -- - -Fb = 875 PSI DOUG- FE?/LARCH #2 - ---Fc =1000 PSI DOUG- FIR/LARCH #2 - ---Fb = 850 PSI MISCELLANEOUS HANGERS TO BE SIMPSON OR APPROVED EQUAL. ALL HANGERS SHALL BE FASTENED TO WOOD WITH PROPER NAILS. ALL HOLES SHALL BE NAILED. MACHINE BOLTS TO BE A-307. ANCHOR BOLTS INTO CONCRETE SHALL BE 518 INCH DIAMETER WITH 7 INCHES OF Eli MEDDMENT INTO CONCRETE- UNLESS NOTED OTHERWISE ON THE PLANS. ALL NAILS SHALL BE COMMON WIRE NAILS. NAILING SHALL BE IN ACCORDANCE WITH U.B.C. SCHEDULE. FLOOR SHEATHING SHEATHING SHALL BE 3/4 INCH TONGUE & GROOVE, A.P.A. RATED SHEATHING. SPAN RATING 48/24 WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL WITH 8d COMMON NAILS AT 6 INCHES ON CENTER AT SUPPORTED PANEL EDGES & 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. THE FLOOR SHEATHING SHALL BE GLUED TO THE JOIST AND THE TONGUE AND GROOVE JOINTS WITH AN APPROVED ADHESIVE. ROOF SHEATHING SHEATHING SHALL BE 7/16 INCH A.P.A. RATED SHEATHING, SPAN RATING 32/16, INSTALLED WITH LONG DIMENSION ACROSS SUPPORTS. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. WALL SHEATHING SHEATHING SHALL BE 7/16 INCH A.P.A. RATED SHEATHING, SPAN RATING 24/0. PANEL END JOINTS SHALL OCCUR AT SUPPORTS, NAIL PANEL EDGES WITH 8d NAILS AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE :iw yl z cr. JU 0 y o co w Nw w u- cf) = F w z w W U� o - o� w W !6 O LLi Z. U= o z SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. ALL PANELS EDGES SHALL BE BLOCKED WITH FULL DEPTH 2x MEMBERS, 3x MEMBERS AT P1 -3 AND P2 -3 SHEAR WALLS. GLUED - LAMINATED TIMBER LAMINATED TIMBER SHALL BE DOUGLAS- FIR/LARCH KILN DRIED. STRESS GRADE COMBINATION 24F -V4 (Fb =2400 PSI, Fv- PSI) FOR SIMPLE SPANS AND 24F -V8 FOR CANTILEVER AND CONTINUOUS BEAMS. A.I.T.C. CERTIFICATE OF CONFORMANCE REQUIRED. GLU -LAMS SHALL CONFORM TO A.I.T.C. STANDARDS 117. FABRICATOR SHALL SUBMIT DETAILS AND SPECIFICATIONS TO THE ENGINEER AND BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION. BEARING WALL FRAMING ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8 DOUGLAS- FIR/LARCH #2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 4 FEET OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 4 FEET WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 16d NAILS AT 12 INCHES ON CENTER PROVIDE TWO LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER AT CONTACT SURFACES BETWEEN WOOD AND CONCRETE. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL, TOP PLATES AND BOTTOM PLATES TO EACH STUD. WITH 2 -16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d NAILS AT 10 INCHES ON CENTER LAP AND FACE NAIL PLATES WITH 2 -16d NAILS AT EACH SPLICE, CORNER INTERSECTION. STAGGER SPLICES A MINIMUM OF 48 INCHES. FACE NAM BOTTOM PLATE TO W= 2 -16d NAILS. PRE - MANUFACTURED ROOF TRUSSES TRUSSES SHALL BE PLANT FABRICATED OF DOUGLAS- FIR/LARCH OR HEM-FIR- TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED, SIGNED AND DATED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER. ALL TRUSS PLATES AND CONNECTORS SHALL BE I.C.B.O. APPROVED VERIFY MECHANICAL UNIT LOADS AND LOCATIONS WITH SUPPLIER AND FURNISH ADDITIONAL TRUSSES AS REQUIRED. SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. SPECIAL CONDITIONS THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD.. ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT OR ENGINEER. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AS REQUIRED UNTIL .PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENING IN THE FLOOR, ROOF AND WALLS WITH ALL THE APPROPRIATE DRAWINGS. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING * �4o z �z �w QQ JU 000 N J = co w wo D � =w Zo w U o �' o�- W f- LLo ui z o z DEPARTMENT FOR-ALL BLDG. DEPT. REQUIRED INSPECTIONS. DO NOT SCALE THE DRAWINGS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SDAILAR CONDITIONS NOT SHOWN. k N ui = F— S2 u-; wo: u- CY; UJ' Z Lu, cl) '0 w 0 Z� w 0 O MITCHELL ENGINEERING INC* 4 P- rie ftA = A 4� � �� r)V-A 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 A i6 1 /j I s �-�A71 t 5� "' '�-j TtA �J O• 4 uL r A4 404 Vt PREPARED BY PROJECT SHEET NO. /2. OF DATE ca l24 /v '4 SUBJECT _JOB No. Z Z �W� JU U 0, U) U. CO) w W W LL w 0. 2 �l 9 < a c% LU 0 Z 1._ LLI LLf M cl) 0 W z LLI CO) 0 Z V MITCHELL ENGINEERING INC. k4 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 4. 49. C, f 27 t. _ _..... __ Al _ _.. _......._ _ ...... _ ..... - ..__.......� �_.. _ _.. . _ ... _....._......; _.. _... _. . _. _ . ._...... _... _ .._ _... ' • _ .._.__...._ - � l �• � z I II it l('= r - _._.___._.- .� - -- __ ,t .. ; - . • .. ; ...._... _ _...� ;�. .� a �. t ;T114 11L r,: A I�� (2) ZA,`;� 7 &77:;F-/ T f671 CZ1/3 1 - Ac PREPARED BY PROJECT SHEET NO. OF a DATE SUBJECT JOB NO. �' Z 1 � U6 2 UO. N 0 (1) u.1 J � N u W0 } �J u- D. � =W z �— W° W oN o� W W . HU U. O w z U =. o�. Z MITCHELL ENGINEERING INC . LTO 2 )Z70 7 -If fI 2 dill - o 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 45� - -1, I �1 4.0c PREPARED BY PROJECT SHEET NO. T OF DATE 2 SUBJECT JOB NO. Z �— w JU UO O ul �LL w o LL Q CO) = a W z o w � o o c. =W. u" O wZ 0 Z. MITCHELL ENGINEERING INC* �1� I 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 I I 2 �_� PIST ��� T�- L ►�od-� t4�401_44 A. a l f�� — �.1. :10 As Ak PREPARED BY PROJECT �A;J �4 AD SHEET NO. / 6 OF DATE SUBJECT -JOB NO. 11-1 z it-Z ui JU 00 co p co , = _j F- N U. wo l 2� gn u- S2 cy z 0 . W LLI 5 0 LU W. w Z o�. 7821 - on 169th Ave. N.E. MITCHELL ENGINEERING INC • Redmond, WA 98052 (425) 747 -1500 Td �� o Zt�IkAO-- 1�i4 (0-L -�- • __ 01-I lfc. f1L� 6k �I P - 37, OT 3 fz AT _ ALL 61 � )44 — 5 4L: .T� WA I A l p +ti Ilk 1 �� PREPARED BY PROJECT SHEET NO. f OF _____ DATE Ca 1 d SUBJECT JOB NO. ' bo Z �Z. �U C3 NO to w J x LL WO J La c� = a W Z =. W° W U 0 1- WW H� .. Z O ~. Z MITCHELL ENGINEERING INC . s Wd & tiWr,� A C Ak�p I �). • s s 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 3c s 4- f A z W �5 UQ W= J � W } LL. Q N D = C7. W z �. z O: 2 UJ U o, O H'. W W , LL Z w O z MITCHELL ENGINEERING 'INC . PA AiLi4LT 7821 - 168th Ave. v.. Redmond, WA 980: (425) 747 -15( �&q�2- WALL c� �4'�c. t . PREPARED BY PROJECT SHEET NO. _.Q OF DATE �4 SUBJECT JOB NO. 4 !� Z W N 0; CO) = J �. N LL. W O u� �CY �W .W ~` U� O c = UI H � LL O. 111 Z ' U N, O ~' Z 5 MITCHELL ENGINEERING INC* r 2� �i.�rc►;r C-S) Icc� - r;*-- �4a��s 1 2� 7 2 Ark= w 7821 - 168th Ave. N. Redmond, WA 930: (425 ) 747 -15( i /•A�`I 1 I Or �• ! r PREPARED BY PROJECT SHEET NO. OF DATE SUBJECT JOB N0. Z i� W U' U O: CO CO Wi W z: J H CO LL W O. Q, N d = W Z� H O' Z F- 2 w` U O N' WW = U LL O' wZ. U CO) F- O Z �A� wALL `4 war ►�) -�� ' I/2'' Alis 1444 '�e 7821 - 168th Ave, N.E. Redmond, WA 98052 (425) 747 -1500 ;/PGTo�J � c I / PREPARED BY PROJECT ` " ' ` SHEET NO. OF DATE U 2 ° SUBJECT JOB NO. CD4� W ' 2 J U` u to W. Ul J � to LL' W �a LL co _- ?� �O. Z� .oN. o� W LL H U' -o Lu z- U� Z P A f4L l�4K 6A�AL &�47& . ..... _ rLIi -�Gt C - TZ4.;�A IL 7821 - 168th Ave. N.E Redmond, WA 9805: (425) 747 -150( to LD�I 4ac �T �J 4 ' 10 PREPARED BY PROJECT SHEET NO. F T O DATE SUBJECT JOB NO. z W U� UO` (n 0 C0 W �u- W o u . C =w �O z� 2 �; U 0. O .0 I— Lu w Z U co, H F` z �s MITCHELL ENGINEERING INC* �r S ' S 5 7 � - �VAt�L 7821 - 168th Ave. ME Redmond, W.A 9805 (425) 7:7 -150C �la��► w�� 4�0� Z U- 00. co W =. J N V„ W cy =W Z � W oN Q u (. y LL ui N' o� Z M 'REPARED ' �` 22 BY PROJECT SHEET NO. / OF )ATE 2 04-6D3 SUBJECT JOB NO. MITCHELL ENGINEERING INC • 7821 - 1 6 d t WA980 (425) 747-150( 4-14 �1 VV 4 L 99 Z Z W U UO CO) (3: N LL W O 95 �a �_ d. w� D o N . w w . U O. w Z U Co. O Z �►� ��l wAu � P-Aj/-� WPrLI. ��T�l�15 FAT PREPARED BY PROJECT SHEET N r� r DATE SUBJECT JOB NO. MITCHELL ENGINEERING INC . �lal(l rl— ec� 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 P ,,::rF Tig�� 2xW oa:i Tap PREPARED BY PROJECT SHEET NO. OF v DATE 2 SUBJECT JOB NO z - W � 00, N 0: W =, u- W O: u. co �W Z F I- O, Z !- D p' O U .0 F-. WW 2 u. O tiJ Z U N Z MITCHELL ENGINEERING INC • 7 R amonat Ave. a 98 (425) 747 -1500 r -rlaaS5 i•'I lo�.l �G 1 -414- �cTq -I �Lf. 14.E O. 26 O - 2.5 � PREPARED BY PROJECT SHEE T N ° J DATE �� L24 l o SUBJECT JOB NO. 11 f I r4rr, �Waf:�al TO 1�%*A� 70-4 �0121' TA LIi F -- 4�/A �o - P I'VRT� ,r Z ,r Z 0: U 0, N W = H N u. W O � = W y z �. �O z E-. W • U� N O- 0 E- .W W H c O llJ Z P _ O Z - 7821 - 168th Ave. N.E. MITCHELL ENGINEERING INC • Redmond, WA 98052 (425) 747 -1500 t ga `/ I / IE,jG� 1 r���',4 L L/6�l C►J 2¢ �� /��1� A AsZ7% (V J2 RECEIVED AUG 18 2004 DEPARTMENT ions S j�NAI� 1 EXPIRES "r' l I I Ot-` 1 I �'( —,, /'� �'T L 7-4 '` SHEET NO. OF 2 PREPARED BY PROJECT L DATE SUBJECT JOB NO. � ` z Z � JU 00. . WF LL. WO cl)d z� �- O z� W . D 0 I`-. W ur u- O .. Z W co. U =; O ~; z ;I 0 ol i l?� T M 1 N I F h ,Z-.i J i I 1 1 � t 1' 4 T r=te► (���� I(� @2.+ WiL L 4 1.� PA g-71AL Aio .J 4 '04- 2 2 z Z: w �U U O: N 0 CO W J � N LL. W O. LL _ cy ; M W Z F- �- o z F-. �o o Cl) WW ~ U- LL Z ui o� Z ... w 08/25/2004 18:36 4257475403 MITCHELL ENGINEERING PAGE 01 Mitchell E ngineering, Inc. IMF 7821 .168th Ave NE Redmond, WA 98052 M (4 747 1500 • Fax (425) 7475403 To: Date: A94AATr 2! ° 2&;; 11L- G7i� c: Job#: cv 4oJ : 2 4 0 1 7— A.V " 5& Job Name: A LT 4 fiJAo 11030 Subject: A l"b Fax: r- 993 — ) T om ,• _ 1 22 44o .r _..__.. �.. A a . ; ....... auk .,_......... , Z01+6 o ti 7 RECEIVED AUG 2 6 2004 COMMUNITY DEVELOPMENT z w W U N 0 C0 =. N IL w 0 �_J U_ U) = W I— _ W O �� O Ww O I•- WW Z LL - 0 tll Z. T O z ARCHIT CTS NORTH EST Architects Northw Inc. P: 425 - 485 -4900 18915 142nd Aven NE F: 425 - 487 -6585 f` Suite 100 Toll Free: 1- 888 - ARCH -100 Woodinville, W 98072 Email: ANW @ArchitectsNW.com I`L COPY - i that UBC f � LATE YSIS 0000 FOR PLAN M1610A2F / v CITY OF TURRI -A APPROVED APR - 6 2004 A i�il r i i1 I IL 'Q THIS IS A MULTIPLE USE LICENSE BR PURCHASF, Y .D�.NIE:I-. ETZKE — DBA WEST PACIFIC TERNAI` AL TO BUILD ULTIPLE STRUCTURES IN WAS G , . ONLY. THIS IS AUTHORIZED FOR A BASE PL SUBMITTAL. REGISTERED Coe S � � JASNL �TC� 1 _.,a1 V I Z UO ca CO) w ALL. W O: �a = w z �'. LU 5 2 U 0. o cl). w —. w. � —8t ..z w z �. UZ4AL 4: p Cal to sp ooe lip E�...'210p _ Io - •210 _.. _ _... lei 4. Z �_ JU C.) 0 N U. W= N L WW ` r = d W i =. Z � F- O Z I 2 U� . O O H: = w: U O: ui Z. U. O Z .+ dow rlv K v "no' � oil 1 2 alA rD --�• �'S� ::� -... _ ...� _ ?-� ,- _ -._: 5.5-x __.._._... � . ". _ .. _ ......_.• � ...._..._.._ .._: __�• ... _.. Z - Z �W U U O N O W = J Lo L. W O LL a CO) M o. �w Z� z ° 5 = W, U LL ~ O: .., Z: Z >4 °!b _..... ...... :._- :.._.._.:. _ A7c 1 fr too l kp Ai :��' _ .�lq- =-� •_ moo. -. _(�- ��..�_r.___ ..:._ ..... _..._. _ _.. �� .. ; _ _ .._.:.. � _.._.�� _. j �', �� W �_ U O' 0 CO) U W 0O` c o ry. F T z r Z Off, LU W o . L) o �-. WW =U LL ~O .. Z. O 1- z ... .... T _.. __. � • — ..�- 720 2 � v f�•�� 2 _-- :$ - ���.1� . -- .....__._ .. _ .. ........ r 7 -- -- I Z W U. vO co) 0 J W O. 2 �, ' LL _ CY Z� � z O CO) W LL w Z: U CO) O 'Z. ►:fit! • .�'�'•• ..j -.. -r `= �...j�', .;yi v+• ,% . - - -� SHEAR WALL 9&6ME Saar Nail S pachm A� Nail Topllkm. B Plate Plate Imm -Fir 02 DoutF1r Siae Ed e s Studs Plate R eWd. Apcbors Na M 11 Ot -? 6d 7" . 7" 7" No 5 18 "0 0 48" 16d 0 16" o.c. ► 100 100 01-4 6d 4" 4" . 4" No 518 "m 48" 16d Q 12" o.c. 125 125 0148 6d 4" 4" 4" Yes 518 11 e it 48".. 16d 10" 150 150 OAT 6d. 7" 7s 7" No 5/8 "0 4a" t! 8" ?W.- 200 132-4 6d 4" 4" 4" No . -51rt 0 48" 16d 6" 250 250 G2 4B 6d 4" 4" 4" Yes Vrii" 48" 166 3 300 _ Pt 10d 6" 12" 6 Yes 5/8 "0 - � 32" � 16d 10" 254 310 PI-4 10d 4" 12 4" Yes 5 "0 Z4" 16d 7" 377 460 1 -3 10d 3" 12" 3" Yes 518 "e 24" 16d 5" 492 600 PI-2 10d . 2" 12" 2" Yes 3/4 l6d . 5" ' 631 • P2-6 10d 6" 12" 6" : Yes . 5 18 "0 24" 16d 0 5" . 508 620 P24 10d 4" 12R 4" Yes 3/4 "0 24" 16d G. S" . 754 920 P2.3 10d 3" 12" . 3 3/4"0 0 20" ' 4 16d. 0 5 " 984 1200 P2 -2 10d 2" 12" . Yes f 3!4 " m 16" 4 16d 6 4" 1262 1540 - 311111W Wall Notes. +� ?.- > Co P2-4 1 2 WAI�� 1: 01 : Gypsum wallboard one side: . 4 Ila *- j}( (�ATts• , 02 - Oypmm .wallboard two sides PI - Ur Plywood or A.P.A. rated sheathing one side. P2 - 1/2" Plywood or A.P.A. rated sheathing trwo sides: 2. Nor r ox. or 3" o.c. wiling use 3x studs. < 3. 14f5 dal1 be l0d r n - - - a 4. 1kn plywood is 2 sides of wall, joints shall fall on separate studs each side. S. AM pMd edges backed with.2 -inch nominal or wider framing noted-otherewise. Install panels either horizontally or vertia ly for plywoc or A.P.A. rated sheathing, gypsum shear walls shall be installed with the sheets running horizontally. .Spam nails @ 12 ir>!dm on cMa 0 intermediate supports. , NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. i Cal i TT I PREPARED BY PROJECT SHEET N0. OF _... _J�wkk�xS.� +re.e�'n�rva tv.+ ncM�wltx+. t�S+ TS' �l6�iA. �Dt' iRM2� '+tsYI�FR��nscwaerinermrxnr. i��, .��, E IS ` i z '~ w JU 0 0 N W = J H N U. W �J U. ?. N CJ =W Z� .Z 0 5 U� 0 H. W tL O itl Z. U= O H. Z t j GAS Pct f�A.� aka 4�� y A _... _.._ � .� .. •� *mss . • . 6.r 4�- Ted AA � . .2 X4' 2 4 r. �, 0 1 � aim Pg:,� I PREPARED BY PROJECT - r SHEET NO. OF ._ DATE __._. SUBJECT JOB NO: _ �w QQ JU UO c l) o •W =. J � N LL W O. u. Q c =W W° Lu D N o� W W. LL O L �Z U =` O ~ � Z ... '` . ' ..� , ~� ( . . � � /\ =. ^ . � .. '-- ' . �_---__----_� � '----------- �v - --�_---__-'-_-___---____-_- Cop ' '' '-'---'''' '' �-- '------- --^----'-----'-''--'- --'--'----''- -�-------''--------'- ' � '- -_-`__~~_-' -- -_-.-__-_---_' ' -_-_-----'- - �-�_-'-----_.-.-'_--__---__---_-__--- ` � ^ -. � .'_--------_- --__'' -_-'-.-,- -.'----------_-_--_'-_�� �-------~--'-----''--- . � , Uo w �U- _ 0 CY LU 0' �- � D Q CO� cl�� " �� �-. Z . `' ' ,. � • ' ' ' i .re rf 4 �a,G �c co t i - j i PREPARED BY PROJECT SHEET NO. OF ._._ DATE SUBJECT-- NO. Z W. W� 00 co W = J H (a LL w 0 . �Q = C! W Z H H0 Z I-. �p 0 - 0 F- W U. w U= O Z 21 2x4 TOP PLATE '6 _o { EXTEND MEADERR I' OVER WALL M1 { ' NAIL SHEATHING TO • IT T I HEADER * 3" s EA, DIRECTION IT (2) 2x STUDS W12 I ROWS NAILING APA RATED SHEATHING 4�E T. ;�. _1T �4 r�.t ' 8" CONCRETE STEMUJALL —(2) z Z' ui W JU U O U n. w W. 52 LL w O �__j LL? S2 O =w z W .ten U . O F- W I- U U F=; O; ul Z U N Z � � ' / \ / � � - t j ------- ----------' -----' ' --'--�-_ ' ' ^ � 0�-�---�--�—'--' -----'� ------' ' 44 . � = . . . � --- ' --------- ------'- '--'---- ------'� � ---_-_-'`-'--_---''-'- -'..--.-_ '- -'--'--_ -..�' -----'---'._-- - --_- ----__-_-'-_- � � . � - � TZ � ' CO - 0 �QW1:. J F- S2 LL� 0 LLI '�� 0� �-� � 0_. o C O =^ �~ ��. o F- z ` `� ' 1 • 1 op - - ci 14 *66 I ola I_ I W L ' _ l I/N. OAT•TN40L be, ALLENTOWN. ►A •• STYLE Iwn • NIOOUCT NO 2f'I1 F NfEC Z N Z ui U Uo UU CO) LLI J = I-- CO) LL Wo La D z CF Z M E- o z �- w 2f U o- w w �U L O W z U S o� z . _.. ___.. _...__._:_..._._ _... _.... ....• :��. _- -- FAl � ^•��r'�a�,� L ��ff.1.t,�__.- ...._...• , e let Q w �_ UO 0 W� CO) LL: w o. a L U) �. h- w Z� Z °. W Mo :o wW �U LL �. Z ; 111 Z File: D04 -0047 35mm Drawing #1 -2 O 'S Z City of Tukwila Steven M. Mullet, Mayor u '� = Department of Public Works James F. Morrow, P.E., Director .. 1908 MEMORANDUM i TO: Laurie Anderson FROM: Laurie Werle DATE: January 31, 2005 SUBJECT: Multani Residence 12246 44 Ave S Permit No.: D04 -047 Please draw a check in the amount of $540.00 (five hundred forty dollars) to be payable to Multani Construction Inc. 24017 UP P1 SE, Kent WA 98031. This check is reimbursement for overpayment of the pavement mitigation fee. The fee was recalculated after work was complete per Jill Mosqueda, Development Engineer, and Greg Villanueva, Public Works Inspector. Thank you! . T z '~ w `. J U: UO U U. w= J H CO)_ O; LLI J Q , D u) a: W. Z z O-, 2 �. U0: O N' :w w" F- v'. — O; w z U CO)" O ~` z Lain'° Werle -Fwd: D04 -047 - Multani Page 1 ' From: Jill Mosqueda To: Laurie Werle Date: 1/31/05 11:20AM Subject: Fwd: D04 -047 - Multani Adjusted pavement mitigation fee based on actual cut per Greg Villanueva, Inspector. Calculated using $5 /SF and 112 SF of cut equals $560. L. Jill Mosqueda P.E. :Z J U; UOr N G: CO) Lu J x, CO) IL,. W O. = C!� I— W; _, O. ►u W; =Y O Ni i ;W W' Zi U Z. PROJECT NAME: ,����� /c�� PERMIT NO:.. Site Address: / �z`l AIK tee So. - -- Original Issue Date: —,:P-v REVISION LOG Revision No. Date i Staff Date - Staff Received I Initials Issued I Initials Date Staff Issued I Initials Summary of Revision: ��vzata,/ Summary or Revision: Received By: (please print) Revision No. Date Staff I Received I Initials Date Staff Issued I Initials Date I Issued Summary or Revision: I I I I Received By: (please print) Revision No. Date I Received Staff I Initials Date I Issued Staff I Initials I I I I Summary of Revision: Received By: Ipiease prim Revision No. Date I Received Staff I Initials Date I Issued Staff l Initials Summary of Revision: Received By: IPICG]C pill ILI Revision Date No. I Received Staff I Initials Date ed I I iss Initials I I I Summary of Revision: Received.:By: (please prin() c z Z 2 D rU UO Cl) J = F N LL WO IL ?. cl)d =w �_ z� f- O z F— W gy U ON �H WW H- U. Cd Z U= O z 1] PLAN REVIEW /ROUTING SLIP 'ACTIVITY NUMBER D04 -047 DATE 03/30/04 PROJECT NAME: Multani Residence < SITE ADDRESS 1224644 1h Avenue S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # R evision # After Permit Is Issued DEPARTMENTS Building Division ❑ Publi 7 Works Fire Prevention ❑ Planning Division ❑ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete d Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE 04/01/04 Not Applicable ❑ TUES /THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required ❑ I r REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE 04/29/04 Not Approved (attach comments) ❑ DATE: i i Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documentstrouting slip.doc 2 -2M2 z J- Z W w JU 00 CO LU J � NLL w 9-j LL cl) = �. w ` z 1•-- O z 1- w w U� CO o H. w LL O .z w U= O z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -047 DATE: 02 -25 -04 PROJECT NAME: MULTANI RESIDENCE SITE ADDRESS: 12246 44 AVENUE SOUTH Original Plan Submittal Response to Incomplete Letter # 1 Response to Correction Letter # Revision # after /before permit is issued DEPARTM f, -'�; -4 Builai t iviD' 'lion Lsj Fire Prevention ❑ Planning Division El Public. Works f� .r Structural ❑ Permit Coordinator !1 VV1 �D /rf a o�`fi 5 _,5 G 4� DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 02 -26 -04 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TOES /THURS RO NG: Please Route I Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 03 - -04 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc PERMIT C O O R D COPY 2 -28.02 z �Z �W QQ JU vo W = H �W WO J U_ Q = �W z 1­O w ~ W U� O� o�_ W LLO .. Z W U= O Z PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D04 -047 DATE: 02 -09 -04 PROJECT NAME: MULTANI RESIDENCE SITE ADDRESS: 1224444 TH AVENUE SOUTH _ _Original Plan Submittal _Response to Incomplete Letter # _,Response to Correction Letter #_ Revision # after /before permit is issued DEPARTMENTS: � �d z '�o -oaf Buildi�ig Division 1!E Public Works 0 CP L. ► 2� 1L -G� Planning Division Permit Coordinator 5 10 Kea- L-to 1 1 Fire Prevention 0 Structural ❑ DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete ❑ Incomplete [/ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: k "- 1 5 -0 Y LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Al Fire ❑ Ping ❑ PW ❑ Staff Initials: _'3e"S' TUES /THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS ❑ No further Review Required DATE: Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 2 s /routingsllp.doc 2 -28.02 28.02 PERMIT COORD COPY DUE DATE: 02 -12 -04 Not Applicable ❑ DUE DATE: 03 -11 -04 Not Approved (attach comments) ❑ z Z �w QQ JU UO to Q W Uj J � Co U. w a� Ua Uj ? �— w� Uj Do O � E- w u. O z U= ~ O�_ z City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: lD 1 ` O l q Plan Check/Permit Number Response to Incomplete Letter # F Response to Correction Letter # ,l' Revision # after Permit is Issued FJ Revision requested by a City Building Inspector or Plans Examiner Project Name: �4 U vl L IP'S G-2 v)C Project Address: Qa)i ( .p ) i L i Av _ Contact Person: ��, Z� Phone Number: .20e,- jcp I - (o l - Summary of Revision: 1�/�.c�l Gu�c, � n� r i vim,, e rrn l �O J Alp COA OL Ind �o T ►n45 Q cA i r, r. s a m-e - 7 iy Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: W u` [� Entered in Permits Plus on 08/06/03 { z W u� D UO CO) 0 CO) =. J �. CO) LL W O. L L CO) = O. W. z WO 2 �: O N o�- =U u- ... Z. LU U CO) Z f� City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 REVISION SUBMITTAL . 1 Revision submittals must be submitted in person: at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 312 3 16 Plan Check/Permit Number: D04 -047 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after/before Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name Multani Residence Project Address 1224644 1h Avenue South Contact Person Paul Multani Phone Number Summary of Revision: , &D c 7 ) C7,4/es / 6/77,d/me -Fi2 aNc/4 Z s). &&,? PGis/a� 6-0 ADDeb Tic aFFl 7lc 7G *+N C. 4� n 3 S D Qv ^-&, T/ -rx !r# 4z i /B OAC IeOtV ?Fkw -"an s �3ON1) a Mpv7 17� .H Edon Ch ^S / lVom C J Ad c P h! N Ac . c im sS /`t!/Me F C Aw G'h 7 RECEIVED n -TU :' ILA .2 tIZiTT71 MMIAllur PERMIT CENTER Sheet Number(s): A n,D c P Al E W 7 'g "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: `1 Entered in Sierra on 0 d 03/17/04 S« 7v f. ...Q , t+r, Cn'.:.. :4 . v.:: V +�a.LUI..ik4L::s�..:nx.s..Ri +.> sus:.: �W.. e:. t:..�.w:..x.t.�:..e=..::.,.ar;. 4.+o-.. Wm'��7;..:. a� ;�+i ...\. tr. J., �i .:.:G.....1.b..aL.:4w+c�H,r.L. . .•., u z I z Itw UQ CO NLL w� 9 - LL Q �D = F.. w z F- O z �- w w D O - 0H wW U "-- O .. Z UN O z City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206 )431 -3670 0 z " *tyjl, "�� �"r�!? �"� 'fY ;' yi:e+''r' «j.rnti 'i•'n 'Z. �krla�'.x ;t - r•';t t�, z��,+1y2:r•���,t ; ''�; ,7 ��ay�,�It � • , 1 k � 9 y ; ' _"'441' y �,� ` •�'. �� r W, JU 0 0 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. w = J Date: Plan Check/PermitNumber: � �u- Response to Incomplete Letter # f J � CJ ❑ Response to Correction Letter # _ ❑ Revision # after Permit is Issued F,.• 0 ❑ Revision requested by a City Building Inspector or Plans Examiner UJ U J U� CO Project Name: ILA �' 1 - 1 O Project Address: ,� S (.7 ��" C W U Contact Person Phone Number• O� •-- �� 1 . ,� U. o. z Summary of Revision: ui U O F- _ 67 ck z ei�AnoF� h IL A . " -; PDX 0 JOB AB -ATCAN MATCH 1:v_` 1116 DATE OF CHANGE UT- 1.....___.............................. : !DR!!... it ![DOAf3�: : : { -:::: ? : - ::= :- :QAT£ ?-. -: 1N3Wf100a 3H1 AO JlllldflO 3H1013la SI 1130110N SIHJ NVHl I:P/3l0 S931 SI 3V1V H SIHI NI 1N31/11000 3H1 AI :30110N REAL PROPERTY SEGREGATION - MERGER CHANGE ORDER No. L F02346 011900 O530 04_ o n v/ ACCOUNT NUMBER �� �r�..:....;.•r: :•. s��r.. �. �r.- r ;.�A #_ti�� : ?.v.•Ftl?4i.�1:T47i+; f)11900 ; n525 to 1 CURIPRIOR YEAR 03 LAND ASSESSED uE /3c00 IMPS. F.F. BENEFIT A�LSUSEED ACRES AcAEs ACRES. - TOTAL BENEFIT 1 ti _ \ - GI , 01-03 1 INQUIRY DATE 1/4 SECTION Se- /D-z3- 8 4 REGULAR SE G. MERGE • S SEG. AND STATUS CHANGE C C of 0 STATUS CF INGE L LEGAL ONLY CHANGE O ADD OMIT TAXES P ADO PRIOR/CURRENT TAX III MISC. ASSESSMENT CHARGE N - NEW PLATS ADDED E ESTABLISH NEW PARCEL 0 DELINQUENT RECORD �PAAR�CEL F FORCE DEL ROLL YEARS A LEGAL CORR.- NOAUDIT Y ONLY SEG.OISPUIT CODE C PTAX NREFUND OVERPAY t ED;. ::iaafrFri:�: 00 NOT SEND TAX BILL CORRECTION FOLLOWS DATE SALE PRICE SOURCE SPOT MAP BYIDATE • .............. (;I €O;.A.. .............. .. . ... I�ESCRIFIION -- '1N30/f1000 3H1 AO kLIldtlO 3H1013na SI 1130I10N SIHJ NVH11:N3l0 SS31 SI 31/11b21A SIHI NI 1N3141f1000 3H1 AI :30110N JOB - ATC:01 BATCH - DATE OF CHANGE - O 3 REAL PROPERTY SEGREGATION - MERGER CHANGE ORDER - 1 F0234 (; 1 i INQUIRY DATE 1/4 SECTION No. I ...- .: - .. AG E :. ... :.....:..:,. .::• -- - �:._ :.. ..... - - -. ..... .............. ::....:. Q I7G0O OS Z5 A-Vty e- ::::::• : : : :::.::::::.::.: , •:::: :....:•:..: . -.;.....: REGULAR SE G. C `: ' Il3E9SOR ACCOUNT NUMBER CURJPRIoR LAND A ASSESSED VALUE IMPS. ED VALUE .. F.F. ACHES ......: BENEFIT 5BENEFIT - . . . TOTAL D( R b S SEG. 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THIS NOTICE IT IS DUE TO THE.QUALITY- OF.THE DO _ REQUEST* FOR SEGREGATION- MERGER Mail to: Department of Assessment, 500 4 Avenue, Room 709, Seattle, WA 98104 (206) 296 -5141 Fax (206) 296 -0106 Plea re(sejueigzate merge) - (chanize) - (kill) the below described nronertv(ies)- T NUMBER(S): o / `7?eZ ' D5 Z5 ALL LOCATED IN (MAP IDENTIFICATION): _ /(�-- Z3 — y DESCRIPTION OF PROPERTY TO B /(P'/ 3 THE PURPO§F.EQR THE ABOVE IS: PORTION(S) TO BE SEGREGATED IS /ARE: O Improved 9Unimproved IF IMPROVED, GIVE ADDRESS(ES): ti� t 2Y z �z W 2 UO Co 0 w� U. w o 9 -1 LL Q T d �w z - �o z w W U� 0 o�_ w W U.I U. O ui z CO) O z OWNER: ADDRESS: CITY: STATE: ZIP: TELEPHONE NO.: DATE CALL TAKEN: PERSON , CEI -L: UNIT: Mailing address for tax sta ADDRESS Or ' SI �: DOA Form S4 (Rev 6199) if different from above: CITY — STATE: I ZIP e _._ .... vv S # 1 O 05 Oti�o i in 1 1 1 fbSE�b ° �O O N o N R,I Z5 0 1' t 2ET � t r �I b o o 0di DL -90j0 - -- - -__ ti 1 S 1 i� G1 �N 2 isoe City of Tukwila 6200 Southcenter Boulevard Tukwila, Washington 98188.2599 206 -433 -1800 A'^ Apph%;'ation for 2004 City Business License This is an APPLICATION ONLY, and NOT a license to conduct business. You must obtain a business license PRIOR to conducting business. ALL LICENSES EXPIRE DECEMBER 31U Business License: ' - E RENEWAL S W Application Date: te r' EMn- Business Name l b4 Ou Corporate Address, if different from local: Local Street S'� S p s c� �- 6a r� MAY 2 5 2004 Address (Be sure to Include zlp ZZ: S5-a wa (J� code +4 -digit extension) $ CITY OF TUKWILA `Z 1 00 Z 7— g CITY CLERK Local PO box & zip, if applicable Business Phone (incl. area code): (V 6' ) 7/ Corporate Phone: Local manager (include name and home phone): Indicate ownership status: ndividual : Partnership LLC Corporation Non-profit List owners /partners/ officers: Title Home Address City/State/Zip 4 Phone Date of Bir � A Is your Door -to -door solicitation/peddler? o -_ Yes ` Any gambling and/or ga g devices on premises? : _ Yes business: Telephone solicitation? o Yes'No Contractor based outside City? • No If "Yes" show jobsite address in space below !Yes Any amusement devices on premises? Operated from your Tukwila residence? �No Yes /No Yes If "Yes ", number of devices: If "Yes ". read Information on reverse side and sign Description of business (give details, also, list types of products sold or store¢r ize of floor space Original opening date of business in Tukwila: 7 �� C C_ C) � C -'�- p V- _ l v��_�n u ed1. Will retail sales be conducted? ❑ Yes &M sq. ft. Total employees at Tukwila location, including Number of employees in each type of employment. Office: Retail: owners and managers: Cj Full -time: U Part-time: Wholesale: Manufacturing: Warehousing: Other: Do you use/store/discharge flammable, hazardous, or biohazardous materials? Local Emergency Contacts: Phone C-rf�o El Yes If'rYes ", state type and quantity: 1. J90. � c %c, Zb z .1' Are you PRESENTLY doing any: Appropriate building permits MUST be obtained prior to construction or remodeling? No !Yes If Yes start of construction or rack installation. Installation of commercial storage racks? :..; No . Yes y Separate sign permits required. Copies of the final Installation of new signage or changes in existing signage? No I.:: Yes approved permits MUST accompany this application. Show 2003 City of Tukwila Business License # If business name has changed in past year, list former name: If Renewal s► Is your business use different than the previous use of No. of CTR "affected employees" at the site for If New Business m* this building/space? which this business license application is filed: Yes : J No (Read CTR information on reverse side) N you area new building owner or planning to sell a building -please note fire alarm installation provisions on reverse side Date: _ __57 -ox I Received by: Paid: ❑ Cash y U Receipt No.: ❑ Check No.: Building: Planning: r Building/sign permit attached Zoning designation: Police: I Fire: Date issued: 2004 License No.: WA State Sales Tax # or UBI number (9 diaits): 6 G/ I understand that any untrue statement is cause for revocation of my license. Signature: � ' cJ A. Print Print Name: Tr `/ / Title /Office: 0 l2� LICENSE FEE (based on number of employees) CHECK ONE =► 0 to 5 ................`. 5$ O.OQ 6 to 100 .............. $100.00 101 and above..... $200.00 Please return completed application with fee to Tukwila City Hall at address shown above, Attention: City Clerk's Office Z �Z �W QQ JU UO W= F- W WO L? � = W H Z� !•- O W 1- W U� ON OH W W H� O Z U= O Z 0 72, LY; rr4, 4nJkl{ fi7iYl; Y4rtxt.!: c,' bCM4:` �S++ tf": lM"' z' 1544Yv7 5; rlr f'? N5R' �ckt 7t�x! 1`. t7. vrkngt';'.%?! Yf? Y. N': i! bfYre ^,8;crvenrrar^'+ti ^.i..."�...qp SP°".,` 3..' m..." snrw,. M�"...` rf�Fm,{ Cm", 3�• 4mR' w. q' x.' R/;- ,,?? }'t_'`._�'- �.�.F.'± ?P!�;''y t#?+�ZSG2C ,.rh 1 ►�1r��1� � r �`` =�' = USINESS LICENSE I•l 425 313 -8942 Sewer contractor (residen) TELEPHONE NATURE OF BUSINESS LICENSEE AGREES TO COMPLY WITH ALL THE REQUIREMENTS OF CITY ORDI- NANCES AND STATE LAWS APPLICABLE TO THE BUSINESS ACTIVITY LICENSED HEREUNDER. Navin Const. 15650 ISSAQUAH- HOBART RD ISSAQUAH WA 98027 -8205 EXPIRATION DATE 12 -31 -2004 DATE ISSUED LICENSE NUMBER 06/08/2004 04 -2099 FEE PAID SALES TAX CODE $50.00 No.1729 CITY CLERK This license is to be displayed conspicuously at the location of business and is not transferable or assignable. Please note 1. It is necessary to contact the City Clerk's Office at 206 - 433 -1800 in the event your the following business: guidelines in • Moves within the city limits of Tukwila the operation of • Moves outside the city limits your business: • Ceases operation • Changes ownership • Changes use or type of operation • Will be having a special event (such as a tent sale, parking lot sale or any other event) outside its routine operation. 2. Additional licenses are required if your business has live music /entertainment, tow trucks, amusement devices, solicitors /peddlers, or adult entertainment. 3. Any retail sales tax generated in Tukwila needs to be reported to the Washington State Department of Revenue, under sales tax code # 1729. 4. Tukwila business license renewals are mailed to all licensed businesses in December and payable without penalty until January 31. I i i i % `: t . t ..t...: ...h'„F,;:,J •• :,J.>.:q.p.. ..iM'�• Y�i.wy�tr,+n:a�' �:. MlitU7::;, 1• �: n.: r;. t.. wr,t'..a..ri....i.>.nx::c.:r..�r : o�, rcira•». s�FL: Jx✓.:. iwd�i� +.6;:ja.u:ait..t'..s�::v,1.a. :.::..L;•n.a±kk,.n::ti : i."• : sa, w• .. =v.a;.r•;du.v:.i.,r.':aui4'n; z W lY �. _3 C.) U 0 CO) 'W= J I.- N LL W O J: � LU z 3' I__ W I— .�o O N: o H- = U. LL Z: U= O z f , - ` }• •. :I REGISTERED -AS PROVIDED BYLAW A; T , ' GEN ERAL . `:' - 4 • ' ..:. Z Z` Q W W� JU UO� W =. H co) U. O W q� r GL -J LLj N d. H =. ? F Z 0 W 5: O N, I— W S U. LL r O • Z. W U N" O Z • NW 1/4, SE1 4 9 SECTION 10, T23N R 4 E 9 W.M. mf "`�' CONTACTS: Owner/Pro ject Manager: Paul Multani 206 -501 -6467 Design Engineer: Tim Schriever 425 - 485 -1083 office /fax, 206- 669 -5218 mobile UTILITY LOCATION NOTE: 1. Locations shown for existing utilities are approximate. Identification, location and markir g of underground facilities or utilities if the resporsibility of the Contractor (Ref. RCW 19.122). Prior to starting construction, the Contractor shaii call ONE- -CALL (1- 800 -424 - 5555) for utility locations (water, sanitary sewer, storm sewer, gas, power, telephone and television). 2. The Contractor is cautioned that overhead electrical and other utility lines are not shown on the drawings. The contractor is responsible for determining the extent of any hazard created by overhead electrical power or other utility lines in all areas and shall follow procedures during construction as required by law and regulation. 4 GENERAL gNOTES: 1. Locations shown for existing utilities are approximate. 2. At least 48 hours before starting project site work, notify the Utilities Inspector at 206 - 433 - 0179. 3. Request a Public Works utility inspection at least 24 hours in advance by' calling 206 --433 - 0179. - 4. The Contractor assumes sole responsibility for worker safety, and damage to structures and improvements resulting from construction operations. - 5. The Contractor shall have the permit(s) and conditions, the approved plans, and a current copy of City of Tukwila Development Guidelines end Design and Construction Star.dords available at the job site. �. 6. All work shall conform to these approved drawings. Any changes from the approved plans require pre - approval from the owner, the engineer, and the City of Tukwila. 7. All methods and materials shall meet City of Tukwilo bevelopment Guidelines and Design and Construction Standards, unless otherwise approved by the Public Works Director. ». �......... 8. Contractor shall maintain a current set of record drawings on -site. 9. Contractor shall provide record drawings prior to project final approval. 10. Provide traffic control and street maintenance pion for Public Works approval before implementation. 11. All surveying for public facilities shall be done under the direction of a Washington licensed land surveyor. Vertical datum shall be NAVD 1988. Horizortal datum shall be NAD 83/91. For projects within a flood Control zone, the Permittee shall provide conversion calculations to NGVD 1929 12. Replace or relocate all signs damaged or removed due to construction. 13. Retain, replace or restore existing vegetation in rights -of -way, easements, and Access Tracts. CONSTRUCTION NOTES 1. All work performed shall be per approved plans and specifications only. The Permittee is required to maintain a set of approved plans, specifications, and associated permits on the job site. Work shall be performed in accordance with all federal, state, and local laws. Per- nittee shall apply for a Revision for any work not according to the approved plans. 2. Permittee /Contractor shall arrange a preconstruction conference with the City's Inspector(s) prior to beginning any work. 3. Work in Roadways r o. All work in roadways shai; meet TMt� 11 and the following: b. Prior to any activity in City right -of -way, the Permittee shall provide the City a traffic control pion for review and approval. The traffic control plan shall include the location, address and description of traffic flow during the work and shall meet M U TCD requirements. c. Ail work requiring lane closures must be by permit only. From the third Thursday in November to the following January 2nd, the Director does not allow lane closures in the Tukwila Urban Center. d. Fire, pedestrian, and vehicular access to buildings shall be maintained at all times, except when Permittee has permission from the building owner and the Director to close an access. e. All roadways shall be kept free of dirt and debris using street sweepers. Use of water trucks for cleaning roadways requires prior approval from the Director. f. Install steel plates over any trench, at any time work is stopped and the trench is left open. LEGAL DESCRIPTION: LOTS 16, BLOCK 3, ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDONG TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON. RADING_AND CONTROL NOTE 1. The erosion prevention and sediment control (ESC) measures on the approved plans are minimum requirements. 2 Before beginning any construction activities, establish the clearing limits, install construction entrance, and install erosion prevention and sediment control measures. 3. Before any ground disturbance occurs, all downstream erosion prevention and sediment control measures (ESC) must be constructed and in operation. Install and maintain all ESC measures according to the ESC plan. 4. ESC measures, Including all perimeter controls, shall remain in place until final site construction is completed and permanent stabilization is established. 5. From May 1 through September 30, provide temporary and permanent cover measures to protect disturbed areas that will remain unworked for seven days or m ore. 6. From October 1 through April 30, provide temporary and permanent , cover ;measures to protect disturbed areas that will remain unworked for two days or more, In addition to cover measures, the Contractor shall: a. Protect stockpiles and steep cut and fill slopes if unworked for more than 12 hours. b. Stockpile, on site, enough cover materials to cover all disturbed areas. ; c. By October 8, seed all areas that will remain unworked durirg the wet season (October 1 through April 30). Mulch all seeded areas. 7. Failure to maintain ESC measures In accordance with the approved maintenance schedule may result in the work being performed at the direction of the Director and assessed as a lien against the property where such facilities are located. 8. Ouring the life of the project, the Permittee shall maintain in good condition and promptly repair, restore, or replace all grade surfaces; walls, drains, dams, structures, vegetation, erosion and sediment control measures, and other protective devices in accordance with approved plans: 9. The Permittee shall monitor the downstream drainage features, and shall, with the Director's approval, remove ail sediment deposition resulting from project- related work. 10. All work performed shall be per approved plans and specifications only. The Permittee is required to maintain a set of approved plans and specifications and associated permits on the fob site. Work shall be performed in accordance with all federal, state, and local Iows. �> 11. As the first order of business, the Permittee shall install erosion prevention and sediment control measures per the ESC and shall install the downstream temporary ESC measures before any site disturbance occurs. Before the ` temporary measures are removed, install and establish the upstream permanent ESC measures. 12. The Permittee shall at all times protect sensitive areas, their buffe. and adjacent private properties and public rights -of -way or easements from : damage during grading operations. The Permittee shall restore, to the standards in effect at the time of the issuance of the permit, sensitive areas, their buffers, and public and private properties and improvements damaged by the Permittee's operations. 13. Permittee shall arrange for and comply with the following: • a. Notify the Public Works Department within 48 hours following installation of ESC measures. :b. Obtain permission in writing from the Public Works Department prior to , modifying the ESC pion. c. Maintain all road drainage systems, storm water drainage systems, control g ys g ys co t of measures and other facilities as identified in the ESC plan. d. Repair any siltation or erosion damages to adjoining properties and drainage facilities. e. Inspect according to the approved ESC inspection schedule and make needed repairs immediately. Y y : 0 ok, I sc i CCAJIc,1 1 t 11, ?A .. (,\ r, S ' J • � / Q% �I 1 UTLITY NOTES # :• *� 1. All trench excavation operations shall meet or exceed all applicable shoring P app o e s g laws for trenches over 4 --feet deep. All trench safety systems shall meet WISHA �' t ' requirements. r 2. Power, cable, fiber optics, and telephone lines shall be in a trench with a 5' minimum horizontal separation from other underground utilities, unless otherwise ' approved by the Tukwila Department of Public Works. ►,` to 3. Adjust all manholes, catch basins, and valves in public rights -of --way or .� EMI r .easements after asphalt paving. -/ , • TVA STORM DRAINAG E N OT T V ICINITY MAP E S a�, I. All methods and materials shall meet City of Tukwila Development Guidelines SCALE: 1 " =4 MILES and Design and Construction Standards, and the current K;ng County Surfa.e Water Design Manual, unless otherwise approved. 2. Mark all storm drain Inlets with "Dump No Waste" and either "Drains to Streams", "Drains to Wetlands ", or "Drains to Groundwater as a plicoble. ' 3. Driveway culverts shall be of sufficient length to provide a minimum 3:1 • slope from the edge of the driveway to the bottom of the ditch. Culverts shall t have beveled end sections that match the side slope. SANITARY SEWER CONSTRUCTION NOTES ,V 1 1. 'The location of the side sewers shall be marked at the end of the line, 5 feet inside property with 2 x` 4 painted traffic yellow and marked "Sewer" with the depth to the side sewer indicated in black paint. ' 3 { 2. Contractor shall obtain any necessary side sewer connection permits from .the City of Tukwila prior to construction. s 3. Unless otherwise approved or required, the City of Tukwila shall do all .` connections to existing sewer main with new tees. The contractor shall be responsible for trench and pavement excavation, pipe installation, backfill and , pavement restoration. WATER MAIN E SERVICE CONSTRUCTION NOTES 1. The contractor shall obtain all necessary water service connection permits from the City of Tukwila prior to construction: r ` 2. Installation of corporate stops, water service, lines and meters shall be per City of Tukwila Standard Details. Services shall be a minimum 3/4 inch. : - The City of Tukwila will install the meters. CONSTRUCTION SEQUENCE 1) ATTEND PRE - CONSTRUCTION MEETING. 2) FLAG OR FENCE CLEARING LIMITS AND INSTALL FILTER FABRIC OVER EXISTING CATCH BASINS. r. ' 4 3) GRADE AND INSTALL CONSTRUCTION ENTRANCE TO LOT. 4) INSTALL PERIMETER PROTECTION (SILT FENCES, ETC.) 5) CLEAR FOR AND INSTALL SEDIMENT TRAPS IF NECESSARY. • { These plans have been rcviewed by the Public 6) CLEAR SITE AND INSTALL BUILDING FOUNDATION : W orks Department for conformance with current 7) STABILIZE DISTURBED SOILS ON SITE BY MULCHING OR EQUAL City standards. Acceptance is subject to errors and j omissions which do not authorize violations of 8) INSTALL SIDE SEWER, WATER SERVICE AND OTHER UTILITIES. •. r adopted standards or ordinances. The responsibility 9) INSTALL STORM DRAINAGE FACILITIES t; __•'w for the adequacy of the design rests totally with the 10) INSTALL FILTER FABRIC OVER ALL CATCH BASIN GRATES. fi designer. Additions, deletions or revisions to these 11) MAINTAIN EROSION CONTROL MEASURES iN ACCORDANCE WITH TUKWI,-A CITY drawings after this date will void this acceptance 'STANDARDS - .. and will require a resubmittal of revised drawings for subsequent approval. 12) COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW Final acceptance is subject to field inspection by WOOD FIBER MULCH, PLASTIC SHEETING, OR EQUIVALENT, the Public Forks utilities inspector. r Date: 13) COMPLETE FINAL GRADING AND PAVING OF DRIVEWAYS. 14 STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE. 15) HYDROSEED (OR EQUAL) ALL DISTURBED OR CLEARED SOILS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. CO RRECTION' 16) CLEAN OUT STORM DRAINAGE SYSTEM. r 17) UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND REMOVE ALL ESC FACILITIES (BMP's) ONLY WHEN ENTIRE SITE IS STABILIZED. 01 do RECEIVED EQ d� MAR 0 200 R3:HWOR E TuKmA PUSUC worsts CUT 50 CU. YDS FILL 50 CU YDS • ��cErvEo cmr of TuKWXA . MAR 3 0 M SHEET I , D EX rcrWCENM 8 d W U � O �" Cy w o o l Z aRo 0 cc > M q # �a Z� °�N � v SHEET 1 SPECIFICATIONS SHEET 2 EROSION & SEDIMENTATION CONTROL PLAN SHEET 3 ,GRADING, DRAINAGE do UTILITY PLAN SHEET 4 RIGHT -OF --WAY DETAILS . w 1�R w. 'a1i'V no"'4J.. V ►V�: Ai'�►• 1.1.1. .�. .�. 'n' 'w • .. . . .. ... ►'�r�.t� �AQI\ ��. r•�pd. �:��« . '�r!�/: �.� t 'mac .,�r• �,.� -.'\. �► •c• -� r � .. ,•.• «,rrt►,• •i►.- •r ,'-. .A c. ,�.. - '• � ♦ 'H`..'�1K \ °' :,. 'rte. 't+.r_r� �. .� •� .'„", "' „ .. , ;�. � � v • PROJECT NLAIM 04002 1 r . •1 I� `• ;t w f 4� f ; � 1• ,t • f • r il • r Do 71 1 SHEET 1 OF 4 ell • •. `M.' .. � .I �►.. .. a • :..+...s. r •r' A•r- in +► a�r.� 1. •4• �.^ tw • . -.O 9. s v .. •� n . t ,"1�' r :++. • ,'•+�. .'r � -. • a e� . r� • � sf r .. - t r. .•., !'f :hi•PQ \ r _..., 4Z ,�M. : :.t. 7 r.:..�s'fM�nfl�wll�'�4MM,�7 IMKMq'M�Cg7D1"r of a V Z W .� .. (n -r - W Q 00 r*-. •. '. +�JO E=4 1* V CL do W Z `a o (n M 3 - . in Z r- 0 V Vol, 0 Y Z w Z • ', � N i• U � O �" Cy w o o l Z aRo 0 cc > M q # �a Z� °�N � v SHEET 1 SPECIFICATIONS SHEET 2 EROSION & SEDIMENTATION CONTROL PLAN SHEET 3 ,GRADING, DRAINAGE do UTILITY PLAN SHEET 4 RIGHT -OF --WAY DETAILS . w 1�R w. 'a1i'V no"'4J.. V ►V�: Ai'�►• 1.1.1. .�. .�. 'n' 'w • .. . . .. ... ►'�r�.t� �AQI\ ��. r•�pd. �:��« . '�r!�/: �.� t 'mac .,�r• �,.� -.'\. �► •c• -� r � .. ,•.• «,rrt►,• •i►.- •r ,'-. .A c. ,�.. - '• � ♦ 'H`..'�1K \ °' :,. 'rte. 't+.r_r� �. .� •� .'„", "' „ .. , ;�. � � v • PROJECT NLAIM 04002 1 r . •1 I� `• ;t w f 4� f ; � 1• ,t • f • r il • r Do 71 1 SHEET 1 OF 4 ell • •. `M.' .. � .I �►.. .. a • :..+...s. r •r' A•r- in +► a�r.� 1. •4• �.^ tw • . -.O 9. s v .. •� n . t ,"1�' r :++. • ,'•+�. .'r � -. • a e� . r� • � sf r .. - t r. .•., !'f :hi•PQ \ r _..., 4Z ,�M. : :.t. 7 r.:..�s'fM�nfl�wll�'�4MM,�7 IMKMq'M�Cg7D1"r of a Z .� .. Q is E=4 0 rip Z N 0 0 W .J -m Lv Ix Y w 0'.., U � O �" Cy w o o l Z aRo 0 cc > M q # �a Z� °�N � v SHEET 1 SPECIFICATIONS SHEET 2 EROSION & SEDIMENTATION CONTROL PLAN SHEET 3 ,GRADING, DRAINAGE do UTILITY PLAN SHEET 4 RIGHT -OF --WAY DETAILS . w 1�R w. 'a1i'V no"'4J.. V ►V�: Ai'�►• 1.1.1. .�. .�. 'n' 'w • .. . . .. ... ►'�r�.t� �AQI\ ��. r•�pd. �:��« . '�r!�/: �.� t 'mac .,�r• �,.� -.'\. �► •c• -� r � .. ,•.• «,rrt►,• •i►.- •r ,'-. .A c. ,�.. - '• � ♦ 'H`..'�1K \ °' :,. 'rte. 't+.r_r� �. .� •� .'„", "' „ .. , ;�. � � v • PROJECT NLAIM 04002 1 r . •1 I� `• ;t w f 4� f ; � 1• ,t • f • r il • r Do 71 1 SHEET 1 OF 4 ell • •. `M.' .. � .I �►.. .. a • :..+...s. r •r' A•r- in +► a�r.� 1. •4• �.^ tw • . -.O 9. s v .. •� n . t ,"1�' r :++. • ,'•+�. .'r � -. • a e� . r� • � sf r .. - t r. .•., !'f :hi•PQ \ r _..., 4Z ,�M. : :.t. 7 r.:..�s'fM�nfl�wll�'�4MM,�7 IMKMq'M�Cg7D1"r of r F i • -. 1 r , , Y i . , ) , �' , d ' . ► � 1 • . , 1 t ,- ' •. y. � . , I fM s .. ' ! ► t l , r ` A , 1 N . + , ` • . / • A . 4 •' . • • + 4 . . • � I *1 • • • .• ' A .. • • �' ' • I It t • r • O T23N R4E 9 ' w ome r• • . .- . I . . . I • - I • N I I NW 1 Ek�yTllv� • . V < � . , • • , : : SANITARY SEWER MH 01334 -18 . . RIM 1 15.73 .. �_ '1 •j I i • IE(8 N ): t 03.89 IE(61 103 8 7 / FILTER FABRIC MATERIAL 36 MIN WADE ROLLS. , 103.99 • . / • USE STAPLES OR MARE RINGS TO ATTACH FABIC TO TIRE. i I 4IOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. • I �. (6 .I W � W J TW FULL ODTH OF YK VEHICULAR WRESS AM EGRESS AREA, THE LENGTH Of ' 2 BY 14 GA. WIRE v Ul EXI STING TING U Tll.l TY P / FABRIC OR EQU IVALENT $ 1 I S P OLE / � FILTER FABRIC �` a N • , Y I . EXISTING FIRE HYDRANT MATERIAL V 1 • "' I I : ,� f ; 2'x2' BY t4 GA. WIRE s . ON OH-- b ---- -- ---014 OH OM OM OH OH ON ON ON ON 4H 4N- -'-s8� --- -----OH OH'-�" .�j FABRIC OR EQUIV. . EXISTING I . \ I ., �, �, . � IN STANDARD STRENGTH �p v ' �''u 1 V u A S MAIN I ' . ."'' . E X I STING, W A T ER 1 24 . FABRIC IS USED 24 "MIN ��I 4. low, 3 .1 O .. . . _ MAIN � ;., 11 y 61 I ' r I J , 36 MIN 36 MIN r. • 4`x4" MIN. TRENCH. • . s N G . , , G • G 4 � -�-�- . G , 0 G G . G G . G � - ".�'-''.' G � -- » � i � BA CKFILL TRENCH wt IM • e W W W 0 Ifd 1� VII yll W W 11fV � • 1N Icy - - - � r8URY 90TTOM OF •FILTER NATIVE saL oR t . ­-, 4 . . _ MATERIAL IN 4x4 TRENCH .., \ . � I . IIIIIIIIIIIIIIII • - R.• 1 '.t - . . + 1 . I * ` . .'. �• • r :. . „'r ,► V. .. * _ .11� .` i r • . _ . . - + - - - -� + ..r. + + - - .3/4" - jO , . I ..! . - r ' . % . ? , 4 WASHED ROCK . .., � '� . 8 MAX. ;� 11 , . _ t . J �� , ; • • r x �, • ii A" MIN - �" 4 I I . . I � . I _� » ,., . - y .• �2 "x4` W000 POSTS STANDARD OR BETTER OR ` •' . ' . • • • . c . • 1 . A .. 4 , .. +� _ ' - .. ., f -1 FOUAL ALTERNATE: STEEL FENCE POSTS , . I. . „= /' ''`` - _.. .. JILT: STEEL FENCE PO TS 1. . . a•. i �r - NOTES: • . �, . • . L,tiJ .. , , , a I . . * I I 1. f , t • ! (n . . - . . . r' . . . 1. 1. IV , . • ,( - . EXISTING 8" PVC SEWER MA IN S =0.4096 - ,. ' ;. ,, CO? �� . . .t A. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT To THE LENGTH OF THE BARRIER TO AVIOIO . • I . �. �........ - g j _ / . 4 r" _ - . ' _ _ -. .�.. ..r i 1 �i.•.. .i►r -.. �. •h r+ •w•� r.r• �� " . -WA r,�.. M+• !�• -+r �.r' �. S .M. ++i/ -� r11r 'ter .i S r .i. g S' S - •.�:,►' $ •- .r'- -- •� --:- - :,•I- .�.1 ...., -i .:/'.'-' •-- -- $ } r, �.. J... g .. �.: . a,. I...r... r - ,A- r ...r ,.. ,.......� -�.. _... S - ► -•,.. - USE OF JOINTS. WMEN JOINTS ARE NECESSARY, FILTER CLOTH A W 1. SH LL 8E SPLICED TOGETHER ONLY AT A SUPPORT Z . �--v O -- v O "•b► O -- y O . %7 O'w r •o► - • 1 E DS SECU A N TH T. U O r* . ' 1 r a P OST WITH A MINIMUM 6 INCH OVERLAP AND 80TH N RELY F STE EO Tn EPOS Q a � • ,' s ,n ♦I. O O O O C . ." j , f .. , ' t • ' . ': r8. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE 'THE FENCE POSTS I O . .. �( . AND DRIVEN SECURELY INTO THE GROUND MINIMUM OF 12 INCHES d � ? I , x t�+ = C 11 O O O O O O O . . I , , ALL BE SPACED A MAXIMUM OF 6 FEET APART A ). . V . ,. It O O O O . , . ' . r I _ o� i 1. O O O O . • . • I - • . . C. A TRENCH A 4-- SH ALL LL BE EXCAVATED, ROUGHLY 4 INCITES WADE AND 4 INCHES DEEP. UPSLOPE AND ADJACENT TO THE a • .. I- F. Q i y �_ 0 T ' u . - . . WOOD POSTS TO ALLOW THE FILTER FABRIC TO 8E BURIED. • M 3 4. I. ' '� I I O O O O 1 v - D. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A MARE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY , , � - F w /1 . , • • I . . ' . . I y TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY -DUTY TIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG 0 H , ; 1; I • ' sit: M - • RINGS. THE HARE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN ' V +I Z O ' ,�, . / O Qr O O I : - I . - • t •j ; • . ,36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. j r . - � W CN ; �i , - } .' . Q Q Q- r i, �. - " ­1.1 E: THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR HARED TO THE FENCE. AN 12 INCHES OF THE Q r" -0 10 , ,., '.. • 4 r �I •I - - - - w t . it: I , .a ' .. r. . „ ., r r - r . F ABRIC SHALL . , t. I. 1. - y* LL 8E EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE E" O ,, . j . y , ;' t - ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. --� • 1 Q %j IO IQ O , . V F. WHEN EXTRA - STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WARE MESH SUPPORT FENCE MAY .. � • 2 f �, tt .: ^ n INSTALL TEMPO SILT FENCE ,4.. = I ., . , •. 1 t •y• . t. L: �:. L. _ I 'U 11 I • , N M P - ' ELI I. �JTHERPRO ONS OF 5 FI IC IS STAPLED OR ANDARO NOTE E APPLYrN MIRED DIRECTLY TO THE POSTS W ITH ALL It ' t .:. -� _ ..6 ,� ,W. _ • _ _ r ��� (PER DETAIL) AS NECESSARY 9 • . ' 11 . _ �� ,� 'THE TRENCH SHALL BE BACKFlLLED MATH NATIVE SOIL OR 3/4 -1.5 WASHED ROCK . T . 1. 1 I . ,a C 1► i 'FILTER FILTER FABRIC FENCES SHALL BE REMOVED WH THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE y �, , .. . . -- / \ , I . , _ UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. " r. } I 4 -• ± .- '' •'_„� ,,� I - u ' + " I. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING ° • i F • w ,� '� . + . ' • PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE I , % s• 1 I ,•� r ➢ { � F > "` `, e' • s:. + INSTALL TEMPORARY CONSTRUC110N ENTRANCE REPAIRED/REPLACED u CE O ED TEL SEDIMENT MUST BE { ' - 3• MAINTENANCE: ANY DAMAGED OR CLOGGED FENCE SHALL BE REPA P IMMEDIATELY. Y. • "I - • REMOVED WHEN THE SEDIMENT DEPTH IS 6 INCHES OR GREATER. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL of .04 ; ' I .. . . •PER DETAIL (TYP) . - - 'TH FENCE, THEY MUST BE INTERCEPTED MID CONVEYED TO A SEDIMENT TRAP OR POND. i • - i4'- } F F. 115.4 _ • 1 • ' :� 0 0 0 ' �,, , , . * .; " PR P , SILT - ,� � . I. i * .' / 3 osEa FE NCE DETAIL +. . . _ ' Z . , , ' �, GAR, GE I . , Q i ._ . j . . 0 3 f , . _ :4 NOT TO SCALE r' Q % • 1 ;' ' - 1. . V . I r � , . . 11 � , I . . � I . I , � . I I .. . - , . ., , I I , I . I I � � I . . . . I I � . I I I I . � . . . .. . I ­ ? . I . - .. . , . I . I I I . � . . (D 0 �� a � . -, I , . 4r) f . - . , , . , . -., r • , , Or I 4 L , . I - , `* 4 1 w ( I I r 11, I : i � T+ll� q` I ,� 1, t Io . 1. I : I , . . I . . - I 1. . I � I r ; . . . I L . . . .. I I �y I I I #ftQ e . : : . .* %* I . r '* . {; , ' '• Ir , - . . GRAPHIC SCALE � .. . I 8 (o �° 0 �- r a • . 10 Q 10 10 � ; � j I �� Z (� Q '. I .. I . � . I I - • . EROSION AND SEDIMENT CONTROL NOTES I ,� ..J N . r . I I .' `' P ROPOS ED' 1. 1 _ tx i cr E 004 1 , Q r- W . 0 OSED t 1. The implementation of these ESC plans and the construction, J • . - ' RESIDENCE i LA_ • . 1b = io tt. .. I maintenance, replacement, and upgrading of these ESC facilities Is M . I ' I I . the responsibility of the applicant until all construction is approved , . r I . 1 I P Y PP PP Y J _ . ; . • 1 . ' I : . , • -. and the site stabilized. .. • - - . U V) � ' 1 I. 1, J # I 2. The boundaries Of the clearing limits shown on this pion A 4 W Y ; I CLEARING LIMIT IS THE y flagged by a continuous length of survey tape W .Coo X ;� . � � .. 1 • � I � .. ..� ' , _, .._. , , � shall be cleorl fl ' • • 1 x, ;�'.. I PROPERTY LINE � ., 0 • �. • • I .,. , . - .... (or fencing, if recurred prior to construction. .Duren the . % } ., " ,• _ , construction period, no disturbance beyond the clearing limits . 4•- '� . f f�• • . 1 1 .N. .. , : . ,I - . shall • r. v . 4• I T clearing e m ined y �_ 1. a 4� - � .: � .. I •• ; , .. - ... - .. �` . _' . � : • - . � -. a perm) ed 4 he clear' limits shall b maintained b W •, .;,. .r I , . - the applicant for the duration of construction. '� - , . r* .. . , . i - I 3. The ESC facilities shown on this plan must be constructed • Q ., I PAno i prior to or in con junction with ail clearing and grading so as to �""' ensure that the trans transport of sediment to surface waters drains e 1 P g � 0 w \� / = INSTALL TEMPORARY SILT FENCE systems, and ad jocent propertiess minimized. . M4. The ESC facilities shown on this, Ian ore the minimum � PER DETAIL AS NECESSARY � P W ( ) requirements for anticipated site conditions. During the � - , construction period these ESC facilities hall e upg as • . • .1 • . j \ � �,. �.. . . , p s b upg needed for unexpected storm events and modified to account for • . 3♦ than in site con iti ns i i n I m 11 I _ , , , , . g g d o (e.g., add t o a su p pumps, relocation , . - • .. • - of ditches and silt fences, etc.). Z CLEARING LIM IT 1S THE 5. An areas of exposed soils, including driveway embankments 0 004 � Y P . X that will not be disturbed for two da ys dur h w n Z O . . . 9 Y t*. t e et season or I . I . , ' � PROPERTY LINE , - vs g � to . . seven days during the dry season shall be Immediately stabilized 0 = 4 0 m a 0 . z with the approved ESC methods (e.g., seeding, mulching, plastic Z 0 • _ - - covering, etc.). j W '..� CQ e % - I " 1t' ; 6. Any area needing ESC measures not requiring immediate W > I 1. . .0� *W STAB TR T A . otter tion shall be addressed within fifteen (15) days. X .10 C ONSTRU C TI ON IOiV • ENTRANC NOTES. 7. The ESC facilities on inactive sites shall be inspected and " P In 1. MSTALLA THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION -- main tained a minimum of once o month or within forty 48 '� g . t ) OV ROOTS AN O THER OBJE C TIONABLE MATERIAL. THE QU ARRY sP SHALL BE PL To THE m o i 00 I • hour foNowin o storm event. C a }Y 00 'SPECIFIED DIMENSIONS. ANY DRAINAGE FACIUTIES REQUIRED BECAUSE OF WASHING SHOULD g �..♦ .. CQ ' . .-_11 i R� 8E CONSTRUCTED ACCORDING TO SPECIFICATIONS IN THE PLAN. IF WASH RACKS ARE USED. �. At n0 tim shall more than One t1) foot of sediment be W a q 40 , - I THE S HOU LD D 9E grgTAL1Ep ACCORDING TO MANUFACTURER'S SPECIFI V v } • ' 2. A00REGATE: 3' TO e• QUARRY SPILL PER WSOOT STD. SPECS. SEC. 6 -13.6. ollowed to accumulate within a catch basin. All catch basins and D 0. I •'• �.. . 4 V 3. ENTRANCE DWENSIDNS': 7WE A WREGATE LAZIER MUST BE AT LEAST 12' TMCK. R MUST y r p A • a � EXTEND conveya I A1 e S S b e cl ea ned prior to p The cleaning [•■1 g • . , l •, le �.,► 1K ENTRANCE MUST K AT .EAST 100 FEET. operation shall not flush sediment -Loden water into the downstream . • 4. W A SH": IF 0" PONS ON THE SITE ARE SUCH THAT MOST OF THE MUD IS NOT REMOVED system. "�VED Z 1 �'' ,r'� / • M FROM 1�NW TIRES BY CONTACT MATH THE ROCK ENTRANCE. THEN THE TIRES MUST BE WASHED .. QTY OF TVKftA 'Q . lop • KFORE *HICLES ENYER A PUBLIC ROAD. WASH WA TER MUST BE CARRIED AWAY FROM THE 9. Stab construction entrances and driveways shalt be • j ' ENTRANCE Tn A SET UN AREA To REMOVE SEDIMENT. A WASH RACK MAY ALSO K USED To Installed at the be innin of construction and maintained for the MAR 31 M / , I.* • , •� ' •� MAIKE WASHIN MOK CONVENIENT AND EMCTwE. 9 9 I 12 o EPTH , . , s. MAINTAINENCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION MMICH VNLL PREVENT duration of the project. Additional measures, such as wash pads, �'` '4' - QUARRY SPALLS 0 • .. MUD ONTO • 'TRACKING OR FLOW OF PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP r�RMITCENTER may be required to ensure that all paved areas ore kept dean for Q a� `` . , * DRESSING NTH 2 STONE, AS CONDITIONS DEMAND. AND REPAIR AND /OR CLEAN OUT OF ANY the duration f e uraion o the project. Z 4 411 , 4 STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED. WASHED OR • r ' • .. • TRACKED FROM VEHICLES ONTO ROADWAY OR INTO STORM DRAINS MUST BE REMOVED 10 Mere straw mulch for temporary erosion control Is required, z ... EDIA LY B SWEEPING. THE PAVEMENT 9HAL,L NOT BE CLEANED B WASHING DOWN THE It shall be a p p lied at a minimum thickness of 2 to 3 inches, .p : �, STREET, EXCEPT MA•IEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. � NUMBER - • I .• : •• +. , ; OE01f XTILE FABRIC UNDER d v'� I , • . - ', or 2 -3 bales per 1000 sq.ft. • . 104002 ' 4 . • E . QUARRY SP ALLS . , I . �. , . ,&,. , . A (IIMARAFI 600X OR EQUAL) I. .1 - . ** A, - STABILIZED CONSTRUCTION ENTRANCE 4 1. . � I • • t . r' ' � ,� j t RIO TO SCALE •. r - . I � SHEET 2 0� % 1 < _ '4 ����������������������� - -�������������������������������� _________ 1 - __ ___ - , , 1 4 K-A . . , ; - - - - - - - I .. 1 • ♦ .; r . ' C • a k�- M..lwt .i•'T'' �,/ .. '� f :s it . ,1 ..• - i .�... F ,. .Ar �, , �/ ! '� ��� ,y , . � , , ,--�* i► ^k ' - +*- -0.wr I 1 „ r ' . J►d k .• 'tti i '✓ . ~.7.L�` IFt+'. i'� t�. t#Mrdr +�:�.lr �rijli i rM •MI• r d 1. al _ i i r.A .� •• +� i f L , ,• * ► • , , - .at* �I11.111►E.Ii'«: "MlII+1►, �!*F �`� 'w M, a.r �yY'r. E+ra+r..M w _ 4 ytr+4ln. ya , r y , y I. bWr`1' s+,ito+s . v+4iV w rMiM��►'M►+r 4,: V. we- 1► , al. * r :.. ` . �`' _ vt ` r` o '071u +v 4 �:s►�rMHO�' M,!'r+1.: •t• • Nld�iiA !M Jai M►�4h .�•��//•�lw�M11111r�r. wr•7► _ . . . . M""41W%'yw • r 0 do 0 NW 1/4, 0 SEI/4 > T23N IR4E N r N h DRAINAGE PLAN NOTES: 1. STORM WATER RUNOFF FROM THE ROOF AND DRI VEWAY` AREAS FROM EACH LOT EXISTING �' SHALL BE DIRECTED TO THE ROOF DOWNSPOUT INFILTRATION SYSTEM. SANITARY SEWER MH #1334 -18 RIM. 115.73 �. �'� 2. THE FINAL GRADE ELEVATIONS SHOWN ON THIS PLAN MAY BE ADJUSTED AS a "N): 103.89 IE C ' Q NESESSARY TO REDUCE CUTS /FILLS AND /OR MAINTAIN 1 h7 M'N /5% MAX SLOPES ( 6" • FOR DRIVEWAY DRAINAGE FLOWS. THE P ROPO SED I F INISHE D g IE( E). 103 87 ,, P 0 OSED RES DENCE F S ED FLOOR SHALL �•�, N .(. 103.99 �i BE AT AN ELEVATION HIGHER THAN THE EXISTING PAVEMENT IN 45TH AVE. S. f 4. INSTALL FILTER FABRIC OVER ALL CATCH BASIN OPENINGS DURING CONSTRUCTION. Cn s o 5. A SOIL LOG TEST HOLE WAS DUG IN THE AREA OF THE INFILTRATION TRENCH. ,.o W EXISTING UTILITY POLE �� ; ' EXISTING FIRE HYDRANT THE SOIL TYPE AND � STRATIFICATION WAS AS FOLLOWS: _ 0--58 „ BROWN FINE SAND, ROOTS 0 W .......� , ON clat oh off off off off off oh _ » OH ON OH oN ON 0H ? 011H .58" - 6 2" TAN SILTY FINE SAND, DISTINCT MOTTLE ' u V NEXIcTING z .�• EXISTING WATER NO WATER TABLE ENCOUNTER ON 21212004 `�`�- -�•- • � , � .� O C3A.. MAIN MAIN SCS SOIL CLASSIFICATION: URBAN LAND h � �„N,�,EO �RAOE CONTOUR ROOF DOWNSPOUT INFILTRATION SYSTEM �,�,,, Lo t -16 NOT ,ou.,E _.. THE ON --SITE SOILS APPEAR TO BE ADEQUATE FOR INFILTRATION IN ACCORDANCE N G G G G G G G G G 6 - G G- ---- -- G G- WITH HE KING COUNTY SURFACE WATER DESIGN MANUAL. 1 7 w , w w w w w W 15. ALL ON --SITE PVC PIPE SHALL CONFORM TO ASTM D-- 3034-- SDR35. k OWN A\V PROPOSED UTILITY TRENCH 3 ..44TH, ENUE -S (SEE DETAIL ON SHEET 4) ' �J V W PAVEMENT CUT LIMITS (TYP) 4NSTALL �- �. 1-8" PVC WYE j + ° : • '� Q �' f k� � z W "x6" PVC REDUCER y Q� up 1'� If 103.67 r 24' MINIMUM 14 J EXISTING Ir PVC SEWER MAIN S =0.4096 ,� 1. TRENCH WIDTH V Q. co to L - - - -s- -- - - -__. ___- s---- - -- -s- s --- �Gl 15 5 �-- ---s- ----- s_:�._.___s ____-- s_--=---- s------ S--------- S - __- ._s- ____-- s_- ___ --S__ j oc G� PROPOSED 16' -6"PVC JNR�E #n IN SIDE SEWER S =2.00 96 �4• •- • . N0 Ac .-- INSTALL WATER METERS 11 20' DRIVEWAY �0 9 + ; y '�4 -� AL •. � f Q � Z � , AND SERVICE CONNECTION �I G G �1 i ra GRASS (OR EQUAL) : • ,_._ W CN PER CITY STANDARDS (i YP) L) u _ • z Y SEE DETAIL ON SHEET 4 G115 mom ,�4 „ • t i AL •� 0• i O 2 1-6" PVC CLEAN -OUT �°� Y30 FC - i EXISTING • e • e e 1 -6" PVC TESTING TEE ,�o• II "n , !�� SURF ^SOUND �NA< r 50- t o. .� 1- 6"44" PVC REDUCER V II -= - -- - •- - S INSTALL TYPE 1 CATCH BASIN x GR�1pE .�- GRAPHIC SCALE •• �- IE. 103.99 w/ �I Ir .... �r - 1f C GRATE: 114.95 ? f FILTER FABR + = ems '� �• r r r ,I OVER GRwE� Q. N (DETAIL ON SHEET 4) �1 IIII , 'II IE(4 ): 112.50 90 o s 10` zo 40 N . •, • o •'o ° a INSTALL 9 POLY WATER LINE 20' II I 4 ' I 4 4 �'� ' CUTLETS SHALL HAVE OIL /WATER SEPARATOR • • t •• t •• �p -A . 4 200 PSI DRISCO PIPE II L= � it i it �~ II L .� L J L J 4" PVC WYE WITH CLEAN -OUT ;� t. °• cr .Z , ;• 24 MIN HIGHER THAN SIDE SEWER _ t •, oo • �� FEET 4" PVC SIDE SEWER, S =2 00 % MIN - . Jl- -� N 2 0 't •• •• (� �, X inch 10 !t. 1 PVC WYE f * • a • • •= o f 1 "PVC CLEAN - OUT EXTENDED A INFILTRATION TRENCH . t o. N o. • o o e 4 A VC a T I 6' PERFO H I t o III e o e • LEACH BED TUBING O F SHED GRADE 1M TH 6 E ORATED LEAC • W •• • IE 112 50 (24" MIN LOWER v BED TUBING (RIGID PVC) • z )\ - POORLY GRADED WASHED THAN WATER LINE) ♦- JUNDISTURBED Y f PROPOSED UNDERGROUND '---� SOIL GRAVEL (3/4 -�1�') SECTION A --A z . DOWNSPOUT CONNECTION ` POWER,PHONE do TV CABLE '�` ` I c -_ Mf'ERy�pUS sq NOT To scALF R POINT ( TYP) _' `�` L STRATA 10=41 F.F. 115.43 _ • - A WA TER Q 4" ROOF DOWNSPOUT DRAIN -•--�_ r A8LE 31 PROPOSED I PROPOSED GAS SERVICE LINE (TYP) } GARAGE I i . { ~``'` ,O J I I TYPE 1 CATCH BASIN _' !-'� o I OVERFLOW WITH SOLID LID 0 z 0 '1 z 9- 10 �� „ J N W t I I �GP� :: F FILTER FABRIC LINER S. O 4' PVC ON TOP OF TRENCH •� Q -.�--- I • . 4' PVC _ PROPOSED I + SLOPE =2.00% MIN 4' P SLOPE- 2.00% MIN. V V) RESIDENCE 5.0' BUILDING SETBACK �• `• V O N I LBO �_ o•= •_ + • o i o o= roe • ° o J W Y 1 CRAWLSPACE I t t 4" PVC «..._._. • • FLOOR ELEV: 1. DOWNSPOUT DRAIN 12'MIN, 18' • • • e 4' PERFORATED LEACH BED TURING W Q NOTE: FOOTING DRAINS NOT RE S =2.0 � MIN • � ' • , e• •• t •• L (IE +112.50) REQUIRED 114 0 MIN . I 0 • 3i4• - 1/2' WA SKD DRAW ei j3N LEVEL GRADE • - • I • • .eo 0 oZ , oo a • BO „ 18 OVERHANG 12'MIN. sr 001M AVE SEASONAL VATER ' 1/4' MESH SCREEN • TAKE OR RESTRICTIVE LAYER (IN PIPE INLET --L ELEv 109.6s I I I TR,£ H NGTH c66' MM) DOWNSPOUT CONNECTION OINT (TYP) A I PAT�p P • ` Lr 30' 0.� L G CLEARING LIMIT IS THE PROPERTY LINE J LOT LOT 16 AREA 3000 SO.FT. ROOF AREA 1357 SO. FT. DRIVE & WALK AREA 447 SOFT. TOTAL IMPERVIOUS AREA 1804 SOFT. TAX LOT NO. 017900 -0530 1 (TYP) i r� 2 COMPACTED DEPTH CLASS "B" ASPHALT CONCRETE APR - 6 zutm AS N�iLU gLvf j)iNG Dri SON T YPE 1 CATCH BASIN WITH STANDARD GRATE �q O peemft ry of TUKftA c� z z- a� z zw �a z w� Fq Z Z ce ao CQ R O I 0 w QO m 40 O Cq 0 0 1 a Y. r .i • Y • r � ^ k r r at MIN. COMPACTED DEPTH ♦ ♦ MAR 3 U 2 ASPHALT TREATED BASE L oftomm i = SUBGRADE COMPACTED TO 95% PROrJECT NUIrieER NOR MATCH APRON SUBGRADE : WITH T • � MAX. DENSI NOTE: SUBG ADE OF WEST MERCER WAY (SEE SP ECIFICATIO NS ON SHEE 1) 04002 1. SANITARY SEWER CLEAN -OUTS SHALL BE EXTENDED TO FINAL GRADE P RIVATE DRIVEWAY CR a PER TUKWILA INFRASTRUCTURE STD. DWG. SS -2 (SEE DETAIL ON SHEET 4). - SCALE: 1 " = 2' �- SHEET 3 OF 4 , �'.'^ ti-r,; �ti'l 4 • '.(!••� H • f' rr �.! ._.. w �., ♦. V 1.11y .•+. . err t fr.. 4. '.•. ••► ♦ ^ 4 .••., .. y . ••.,.,• ` . - .. .r , o 4 �MI�y�,.��• ^ �1/4' 'y�' ti '4; •R" .w •� � ,,•'�+. .*, . ♦ \ `k ti •".. 1 • • .: . K . nw� • �r;4,,;. . � . � « a ^.:r.:Y.. � � ; ' . • q t y • t . .. ;,... 1 .. a 7 ' „w,. .•.w. 1. 'i .: !•4 44 tS':` .1 • . •h ��. -I••. °+r,r•r M•� :rss'h�h+o..+r•►.4. r• t.,.r,� una�- �.+ r�. A.•i'wSw�•r.nfM'r •��+ crw�.sw ^�.rwti'.,n wts�70n�.f 1�r+ Frst• �' w�tMi�.' �r�R,.•l r,.•: ra+ wY �A. r• �IM� •N�- �«�.,�r►wr,sMN+r..�r. .1M � r i WATER METER DETAIL NOT TO SCALE •t w i • 0 r" 1 r r.. ► , z o U O Q q* RIGHT OF WAY DETAILS t 44T AVENUE SOUTH' RIGHT --OF --WAY WORK DESCRIPTION I Z W kV 1. THE WORK SITE IS LOCATED ON 44TH AVE. S. APPROXIMATELY ' Z Y 180' SOUTH OF S. 124TH ST ' 2. SAW CUT APPROXIMATELY 48 UN. FT. OF ASPHALT. .Z. - REMOVAL OF APPROXIMATELY 104 SO. FT. OF ASPHALT. 4. EXCAVATION OF APPROXIMATELY 28 CU. YDS. IN THE UTILITY TRENCHES. } • • "; 5. INSTALL ONE NEW SIDE SEWER CONNECTION TO EXISTING SEWER MAIN. .6. INSTALL ONE NEW WATER SERVICE CONNECTION TO EXISTING WATER MAIN. 7. INSTALL UNDERGROUND POWER. PHONE, TV CABLE do GAS UNES CROSSING THE PAVED STREET. ` 8. BACKFILI. TRENCH WITH 28 CU. YD. 5/8' MINUS CRUSHED ROCK. 9. GRIND 96 SO.FT. OF ASPHALT - 24' WIDE, 2' DEPTH. t. , 10. ASPHALT PAVE /OVERLAY (1200 SO-FT.) t . 11. RESURFACE ROAD SHOULDERS WITH 5/8" MINUS CRUSHED ROCK (t5 CU.YDS). { 12. ESTIMATED ROW WORK DURATION: 6 WORKING DAYS '- ESTIMATED ROW WORK START DATE: MAY 5, 2004 (DEPENDS ON PERMIT ISSUANCE). ESTIMATED ROW WORK FINISH DATE: MAY 12. 2004. 2 r T f 4n CLE AN-�OUT NOT TO SCALE " TREN ASPHALT CONCRETE PATCH THICKNESS TO BE 150% OF EXISTING ASPHALT DEPTH (3' MIN) CLASS A ASPHALT CONCRETE PLACE IN TWO LAYERS WITH A TOP COAT THICKNESS OF 2 INCHES. GRIND EXISTING ASPHALT 2" DEPTH AND OVERLAY UNLESS OTHERWISE APPROVED BY CRY INSPECTOR NOT TO SCALE EXISTING ASPHALT 24" MIN. , SAW CUT STRAIGHT BU TT- JOINT jYP) NOTES: I. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFiLLED AND PATCHED WITH TEMPORARY ASPHALT AT THE END OF EACH WORK DAY, UNLESS PERMISSION IS GRANTED TO 00 OTHERWISE BY THE CRY NSPECTOR 2. ALL TEMPORARY PATCHES ON TRENCHES SMALL BE PERMk IENTLY PATCHED WITHIN 2 WEEKS OF COM PLETION OF WORK WITHIN THE ROADWAY AREA UNLESS OTHERWISE APPROVED BY cffY. 3. TRENCHES SWILL BE BACKFILLED WITH 5/8' MINUS CRUSHED ROCK OR COF UNLESS OTHERWISE ALLOWED BY THE CITY LECTOR. 4. TRENCH BACKRLL SHALL 8E COMPACTED TO NOT LESS THAN 95% OF MAXIMUM DENSITY PER STANDARD PROCTOR METHOD, EXCEPT BAC KFILL MORE THAN 48 INCHES BLOW FINAL GRADE MAY BE 90% MIN. S. SAN ITARY SEWER PIPES SWILL BE NOT LESS THAN 24 I NCHES LOWER IN ELEVATION THAN ANY WATER ONES WHERE WITHIN A 10 FOOT HORIZONTAL DISTANCE (AS MEASURED FROM EXTERIOR OF PIPES). S. ALL WORK TO CONFORM TO THE CURRENT WSDOIT /APWA STANDARD SPECIFICATIONS FOR 11MO, 8R10CE, AND MUNICIPAL CONSTRUCTION. 6 " MIN. t Jg C4 0 � W = Z v �O C) h 1 �r (j G� W ►— Z <~ 1 MIN 1 2' MIN. •, , , �.. •'. ,., ..• 1•h �. ,. „ w• rte. .. • . •. .�. �• h' 'l 3" MIN. PEA GRAVEL Z � N OR SAND BEDDING w J t O ;o F— Ncr O v mr o ; TRUCK WITH _ + FLASHING OR WITH o co 00 Z BEACON c14 .. _ qB 1104 ce or x ORANGE CTYP) Z 0 . � CONE TAPER LENGTH ®, Q LEGEND' W # ~ r • HI Z O 0 r,s loo FI AS NG BEACON SHALL BE INSTALLED AT E ca ACH SIGN FOR NIGHT -TIME USE. 1� ONE um F �w E A AD O • DISTANCES MA VARY AS APPROVED BY THE • ENGINEER. 100' (MuTCO w20- � a A M FLAGCERS REOURED TO CONTROL TRAFFIC ' O v WHENEVER THE OONTRACTOR MUST ROAD INTERRUPT TRAFFIC FLOW TO ACCESS THE WORK SITE WITH MATERIALS OR EOUIPMENT. ,•, (Mnnco W 2 0- 11 A) 116 SIGNS SIZE PER MUTCD. �J5 � AGQ 4' 3 ' MIN. PfA GRAVEL OR SAN KDOING 6" MIN. i A 24' MIN. APPLY ASPHALT SEALER AT ALL JOINTS (TYP). ASPHALT PATCH & UTILITY TRENCH DETAIL NOT TO SCALE �. �`a..•'+iFn. -..i}' • �+i• � • . ►J ?�:�J \. w� � L. ••: h,.R `q !rr s, \"\ .'}! 1. 1�•'.. . •,�-,+ . 'y .r. - ♦ . ♦• w ' ' ., �+ r }:. .. , �., •.. ♦ ♦ ♦ • A • 'f'• ..Y 1 •.. • ., � . - • . , CONE AT 25 MAX. SPACING i NOTE: CITY OF TUKWM MAINTAIN ONE LANE OPEN AT ALL TIMES. MAR 3 1 20 ftf"T GENW .'TRAFFIC CONTROL PL'AN NOT TO SCALE ' � a - SHEET 4 OF 4 r b y • y r w• c y' 1 46 7 ' • �� . � . } � 4 • - 1t. •:JT J • . . rY, ♦' •u!. . _ 3 .•. .-- • . , ... � •. 1 } . �.. 1., 4. • . +'1•.t• tS. � •'ll�' •"� "� '� IT`Pt"wF �"�:'fl• • 7u.►"�y.� - 'ht��'MI►d ��� ♦• ♦ w ^ S I •: �CVIr 1�.yw.r..''• wt+MR �'�►�Aww•lrAr -.r r+'r•MIXL"�>..Y ID fn cr I , ROAD Z SIGN O ` AMEAD Q (W r + i ~• 1 1 t c ORANGE r r ,r (TYP) ~ w ONE Lmf , , 1 O V) M' 1 ROAD , I AME AD rk w 1 60, ® H RISE WHITE REFLECTIVE TAPE (?YP) W r woaK AREA " WAR N I N �J a o t o t O O a ' .. •`' ' ' ORANGE (TYP) VI EI � Q * Z r A ►�♦ w J N . . r .. LL ► • 6 BLAC K TEXT R� Y U .. •' °.. : O ID fn cr I , ROAD Z SIGN O ` AMEAD Q (W r + i ~• 1 1 t c ORANGE r r ,r (TYP) ~ w ONE Lmf , , 1 O V) M' 1 ROAD , I AME AD rk w 1 60, ® H RISE WHITE REFLECTIVE TAPE (?YP) W r woaK AREA " WAR N I N �J 5TR UCTURAL MOTES MI TCHELL. E c DESI ON 15 IN ACCORDANCE WITH THE I Aq'T UNIFORM BUILDING GORE (IU.B.0 J AS AMENDW By THE LOCAL BUI LDIN6 DEPARTMENT. LIVE LOADS LATERAL 0•-- �)� ��..� 13; �/� W IND -- _rte.-- w- �---- ------ - E.XPO URE 60 MPH SEISMIC- ---- -- ----_- ---PER ZONE 5 FOUNP ATION 5 EXTENO FOOTIN65 TO PIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY OF 2000 PW. ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMW OF 1'-6" BELOW ADJACENT EXTERIOR FINISHED 64RA e. CAST- I N -PLACE GONCRE Pc a 2 00 PSI • 28 DAYS. MINIt4)M 5-1/2 5AGICS OF Ct ENT PER CUBIC YARD OF C4WAtM AND A MAXIi4UM OF 6-9/4 GALLONS OF WATER PER 4 144 SACK OF C -VNT. NO SPECIAL INSPMTiON REQUI iREM. MAXIMMUM SIZED A66RE&ATE 15 1 - 1/2 I NGHEB. MAXIMUM SLUMP 15 4 INCHES. ALL REINFOiZGIN& STEEL DOWELS, ANCHOR BOLT'S AND OTHER INSERTS SHALL BE SEGU REP IN POSITION PRIOR TO POURING CONCRETE. ANCHOR BOLTS FOR TiREATED SILL PLATES TO FOUNDATION WALLS TO BE 5/6 INCH DIAMETER WITH I INCH MINIMUM INTO C4NVRIE7E AND MAXIK)M SPACING OF 2 FEET ON CLAM L#AJ S NOTED OTHE"SE ON THE PLANS. MINIMUM 2 BOLT'S PER SILL PLATE RIME. ONE BOLT TO BE PLACED WITHIN 6 INCHES OF EACH END OF THE BILL PLATE. TURALw TIMBER ALL 6RAVES SHALL GOW-ORM TO APIPA GRADING RULES FOR WCSTM LEER, LATEST EDrnm PROVIDE GUT Y A"' UNDER ALL NJM AND BOLTS BEARING A6AINST WOOD. ALL V40M IN CONTACT MMTH CONCREM SHALL BE rr TREATED PER PIREBOVA71YE T1RF.ATI*IT NOTE. N.I. STRJCTURAL- LUMBER SHALL BE AS NOTED BELOW, 2X STUDS HEM-FIR e2 Fb • 650 PSI 2X FLOOR. 4 ROOF .JOIST HEM -FIR 02- ---- -- Fb s 850 PSI 4X BEAMS DOUG -FI *2 Fb • 873 PSI 6X BEAMS DOUG,- FIR/LARC.H e1 PG, ■ 1500 P51 CoOLUMINS DOUCs -FI 01 Pb u 1000 PSI LU4DEIt NOT NOTED DCxJ6 -FI 02 Fb ■ 8"r.�0 PSI MI5C .ANE � OU3 HAirb TO BE 31MP30N OR APPROYW ECSJAL. ALL J SHALL BE PASTL'TED TO WOOD WITH PROPER NAILS. ALL HOLES SHALL BE NAILED. MACHINE BOLTS TO BE A- 901. ANCHOR BOLTS INTO SHALL 9E 5/8 INCH DIAP ETM WITH 0 1 INCHES OF EMBE17MENT INTO OTHERA15E ON THE PLANS. ALL NAILS SHALL DE WIRE NAILS. NAILING SHALL. BE IN ACCORVANCE WITH U.B.C. 5CHEDUL.E. FLOOR SHEATH I NCG SHEATHfINS SHALL BE 9/4 INCH TONFsI,JE 4 GROOVE, A.P.A. RATED SHEATHINS. SPAN MATINS 46/24 WITH LON& 12IMEN51ON IC,ULAR TO SUPPORTS. tKJM5 NOTED OTHIERA NAIL WITH IOd COMMON NAILS AT b INCHES ON CENTER AT SUPPORTED PANEL EDGES 4 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. THE FLOOR SHEATHING SHALL Be GLUED TO THE JOIST AND THE TONGUE AND GROOVE JOINTS WITH AN APPROVED ADHESIVE. ROQF SHEATH CB SHEATH% SEMI BE '1/16 A.PA. RATED SIEATI41145. SPAN RA11NO 92/16, IN5TAL.I ED MMTH LOi* Of ON ACROSS .SUPPORTS. PALL END JOINTS, SHALL OCCUR AT .SUPPORTS. NAIL PANEL EDGES M'UT'E 8d NAILS AT 4 INCHES ON CENTER AND 10 INCFE-S ON GBNTER AT INTERMEDIATE SUPPORTS. 66" SHEATHI -7 S EARHN& SHALL BE '1/16" AP.A. RATED SWATHIIN6. SPAN RATING, 24/0. PAN! L. END JOINTS SHALL OCCUR AT SUPPORT5. NAIL PANEL EDGES WITFF OOd NAILS AT 4 INCHES ON CENTER AND 10 INCHES ON CENT'E'R AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERHISE ON THE DRAWINGS. PRE - MANUFACTURED ROOF TRIJ55E5 TRUSSES SHALL BE PLANT FABRICATED OF IR/LAKCM OR HiEM -FIR TIRUSS MANIFAGTURIER SHALL SUBMIT SHIP DRAININ&S AND CALCULATIONS STAMPED, SIGNED AND RATED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER SUBMIT TRUSS SHOP DIRAWIN65 TO MITCHELL ENGINEERING FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OF THE TRU55E5. SPECIAL GOND 1 TI ONS THE TOR SHALL VERIFY ALL DIMLR4510NS AND COW171ONS IN THE FIELD. ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT OR EN61 EM THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORI N6 AS REQUIRED UNTIL PERMANENT CONNECTIONS AND STIFFENING, HAVE BEEN INSTALLED. THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OF04INSS IN THE FLOOR, ROOF AND WALLS WITH ALL THE APPROPRIATE DRANN&S. THE GO "RAGTOR SHALL COORDINATE NTH THE BUILDING, DE'AR'TNEtT POR ALL BLDG. DEPT. REC,'MJIRED INSFWTIONS. DO NOT SCALE THE DRAWINGS. THE DETAILS SHOM ARM TYPICAL AND SHALL E!E USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. I M015TURE PROTECTION EN1 -R I UNLM NOTED OTHIE!"SE, INSULATION SHALL CoOtON71W TO THE 100 STATE CNIMY C42M. INSULATION ISAf!FLES TO MAINTAIN 1 - 1/2 8 GL.EAR SPACE ABOVE INSULATION. DAPPLES TO EXTEND b" ADOVE BATT INSULATION. DAPPLES TO EXTEND 12" ABOVE LOOSE PILL INSULATION. INSULATE BEHIND ISA►THITUBd, SWROT OMM-0 PARTITIONS AND CoOPINEM. FACE STAPLE BATTS. PRI GTION PIT FACED BATTS USE 4 MIL (0.004 POLYETHYLENE! VAPOR BARRIER AT YrA LLS. USE PVA PAINT WITH A PRY GAP PERM RATING OF ONE (MAX) K -10 INSULATION UNDER PI TRIG INATOt HEATERS. I F! I LTRATI ON CONTROL I. EX MIOIR JOINTS AROUND WI NDOM AND D00R FRAMES, OPENI N" WALLS AND FOUNDA110M, WALLS AND ROOF AND BEI WALL PANELS, OPENINGS AT PENEMA TICINS OF UTILITY SERV ICES THROUGH WALLS, FLOOiRS, AND }ROOF, AND ALL OTHER SUCH OPENINGS IN THE! SUILDINS ENVELOPE, INCLUDING AC4MS PANELS INTO UNHEATED SPA4!_5, SHiAL.L. BE SEALED, CAULKED, &ASKETED OR HMATi#R_wSTRj TO LIMIT AIR IN°ILTIRATION. 2. ALL EX'T'ERIOR DOORS, OTHER THAN FIRE -RATED DOORS, SHALL BE DESIO EtD TO LIMIT AIR INFILTRATION AROUND THEIR IMETER WHEN IN A CLOSED POSITION. DOORS MHEEN RESIVENC , 12AND 6AdlA&E ARE NOT CONSIDERED "FIRE - RATED" AND t4JST MET TFE ABOVE RBMIREMENT. a. ALL EXTERIOR WINDOWS SHALL BE VIESIGNED TO ADMIT AIR INFILTRATION L INTO OR FROM THE BUILDING ENVELOPE NHICH SHALL Be SUBS TANTIATED BY TIESTINS TO STANDARD ASTM E 289."13. SITE BUILT AND MILLWORK SHOP MADE WOODEN SASH ARE EXEMPT PW40M TESTING BUT SHALL BE HEAT HER - STRIPPED, CAULKED AND MADE TIGHTLY FITTING. 4. LIGHT FIXTiJIRES TO LIMIT AIR PER WS.E.C. PIPING FOR HOT WATER / STEAM SYSTEMS OF PIPING FOR CONTINJOU3L..Y CIRCULATING HOT WATER SERVICE IS M15=1 eD TO BE IMM L.ATED PER THE W S.E.G. SE RVIGE WATER PIPING SHALL BE INSULATED TO A MINIMUM OF R-3. VAPOR BARRIERS / &ROUND GONERS AN APPROVW VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN ENCAX*fW RAPTIE51t SPACES FORMED WHERE C.EILINS ARE APPLIED DIRECTLY TO TEE UNDERSIDE OF ROOF , AND AT EXTERIOR WALLS. INSET STAPLED BATTS WITH A PERM RATING LESS THAN ONE MAY BE INSTALLED IP THE VAPOR BARRIER. 15 TO THE WARM BIDE, STAPLES SHALL BE PLACED NOT MORE THAN 8" O.G. AND OAP3 BE I THE FACwING AND THE FRA MINE SHALL NOT EXCED 1/16 . A 61ROVND DOVER OF b MIL (0006 BLACK POLYETHYLEM OR EGiUIVALENT SHALL BE LAID OVM THE GROUND IN A" CRAHL SPACES. THE GROUND DOVER SMALL Be OVERLApipW ONE FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL. 'THE NET PRE VENTIL.ATIN6 AREA FOR ATTIC VENTILATION MAY BE 1/'.300 OF THE AREA OF THE VENTILATED SPACE PROVIDED THAT A VAPOR BARRIER HAVE A PERM RATING NOT EEXCMPIN6 ONE 19 INSTALLS ON THE WARMT SIDE OF THE IHWLAtT10K • � ENERG)0 GORE (A5 Rein UPDATE EFFECTIVE JANUARY I, 2005) ,2001 WASHINCvMN STATE ENERGY CODE (kS -r2- .G) - TABLE b -I PRl:SGIRIPTIVE RE I O -' FOR SROUP R OCCUPANCY CLIMATE ZONE V E FILE COPY I understand that tf.e Plan Check approvals are subject to errors anC omissions and approval of plans does not author the violation of any adopted code or ordinance. Receipt of con- 6ENERAL tractor's copy of approvkdd plans acknowledged . BUILDING %;►� CONSTRUCTION TYPE: VN R -3 'F IOC� � Y 6R+OUP: B We Pend No. CARFENTRsr !ENERAL ALL. PRAMI N& 914ALL COMPLY WITH THE UNIFORM BU ILDINS CODE CHAPTER 29. b" MINIMUM G BETHIM N WOOD AND EARTH. 12" MINIMUM CLEARANCE FLOOR BEAMS AND EARTM. 16" MINIMUM CLEARANCE BETYVEEN FLOOR JOISTS AND EARTH. LOADING ROOF 15 1 DEAD LOAD + 25 PSF LiVE LOAD ■ 40 P5F FLOOR 10 P'3F DEAD LOAD + 40 P51F LIVE LOAD = 50 Pw GEI LING 5 PSF DEAD LOAD + 10 PSF LIVE LOAD w 15 P5F DECK 5 PW DEAD LOAD + 60 PSF LIVE LOAD a; 65 PW INTERIOR PARTITION . 1 P5F EXTERIOR PARTITION ,. 10 pSF &LUE LAMINATED TI MBER5 ALL SLUE LAMINA'T'ED TIMB SHALL BE DOUG -FIR LARCH, FABRI GATED TO THE R .0JIR13%ENTS OF THE US PRODUCT STANDARD PS 56. LUMBER SHALL BE OF SUCH 61tAM TO PROVIDE NORMAL WORKINS STRESS VALUES OF 2,400 P51 IN BENDING, 1,100 PSI IN TENSION, 1000 PSi IN I ON PAIR.A%L.LEL TO &RAIN, 560 P'51 IN COMPRESSION FE ICULAR TO GRAIN AND 165 PSI HORIZONTAL SHEAR (COMBINATION 24F -V4). GLUE LAMINATED TIMBERS TO Be AITG CEiRTIFIED. USE r4ATMMWOF GLUE. REVISIONS NO CHN OW BM M N MADE THE SOM OF WI M Wi )XW APPROVAL OF TUKWILA S NI.DINO DIVISION. 1101 : AEV141016 VAL IWONMii A NEW PLAN SUW TTAL AND MAY INCLUDE Aoo1T*m& PWI AEvww r - SEPARATE PERMIT REQUIRED FOR: Of IV ELECTRICAL &PLUMBING WGAS PIPING CITY OF TUKWILA BUILDING DIVISION • O. NOMINAL Ft-VALUES ARE FOR WOOD FRAME A.>SE'ME3 JES ONLY OR ASSEMBLIES BUILT IN ANGE WITH 5ECTION 601.1 OF THE AS.E.G. I. MINIMUM REQ I REMENT'3 FOR EACH OPTION LISTED. FOR EXAMPLE, IF A PROPOSED DESIGN HAS A GLAZING RATIO TO THE GONDITIO ED FLOOR AREA OF IS, IT SHALL COMPLY WITH ALL OF THE RE 115 OF THE 15% GLAZING OPTION (OR HIGHM. DESIGNS WHICH CANNOT MEET THE SPECIFIC REQUIREMENTS OF A LISTED OPTION ABOVE MAY CALCULATE GOMPL.IANCE BY 4 OR 5 OF THE W.S.E.C. 2. REG UIRE ENT APPLIES TO ALL CEILINGS EXCEPT SINGLE RAFTER OR .JOIST VAULTED CEILINGS. 5. REGRJIREI`- N APPLICABLE ONLY TO SINGLE RAFTER OR JOIST VALUL-TED CEILINGS. 4. BELOW GRADE WALLS SHALL BE INSULATED EITHER ON THE EXTERIOR TO A MINIMMJM LEVEL. OF R -10, OR ON THE INTERIOR TO THE SAME LEVEL AS WALLS ABOVE &FADE. EXTERIOR INSULATION INSTALLED ON BELOW GRADE WALLS SHALL 9E A WATER RESISTANT MATERIAL., MANUPACTURED FOR I TS INTENOW USE, AND INSTALLED TO THE MANUFACTURERS, SPECIFICATIONS. SEE SECTION 602.2 OF THE ASF.G. 5. FLOORS OVER CRAIML SPACES OR EXPOSED TO AMBIENT AIR CONDITIONS. 6. REQUIRED SLAB PF'_RI METER INSULATION SHALL BE A INATEIR RESISTANT MATERIAL, MANUFAGTURED FOR ITS INTENDED, AND INSTALLED A4 TO THE MANJFAtCTURMSS SPECIFICATIONS. SEE SECTION 602.4 OF THE W.S.E.G. "T. DOORS, INCLUDING A" FIRE DOORS, SHALL BE ASS16NM DEFAULT U- FACTORS FROM TABLE 10-66 OP THE WS.E.C. 6. MORE A MAXIMUM 60AZINEs AREA 15 LISTED, THE TOTAL GLAZING AREA (c4*oOIED VERTICAL, PiJ3 OVERHEAD) AS A FERC4hT OF 61ROS C�O'NDITIOHED FLOOR AREA SHALL BE LEI THAN OR EQUAL TO THAT VALUE. OVERHEAD &LAZING WITH U- FACTOR OF U•O.40 OR 15 NOT iW. A VPW IN GLAZING AREA LIMITATIONS. I. OVERHEAD GLAZING SHALL HAVE U PAGTORr DETERMINED IN A4CORVANCIE NTH NMz 100 OR AS glWI F i ED IN SECTION 502.1.5 OF THE K5M.G. 12. LOS AND SOLID TIM1BM MIALLS WITM A MINIMUM AVERAGE THICKAE55 OF 5.5" ARE EXEMPT I=ROM THIS INSULATION REQUIREI-ENT. THE FOLLOMN6 WAL.L S ARE CONSIDERED TO MEET R -21 KT HOOT ADDITIONAL DOCUMENTATION PER SECTION 602.2 OP THE W " .Z.C. S A. 2x6 FRAMED AM I MUL.ATED NTH R -21 FIBERGLASS BATTS. E3. 2x4 FRAMED AWD iNSUL.ATED WITH R -15 FIBER6LASS BATTS PLUS R-4.0 FOAM SFEA►THINb. 0. 2x4 FRAMED AND INSALATIED MTH R -19 FIBER LAGS BATTS PLUS R-5.0 FOAM 3HEATHNNb. GT1` OF TIAaMM APPR(YEO JUN 2 9 M4 Ut Ef, N WIEo 0 . IRn 6 0 4 DOORS, NINDOW5 AND 5<**i �FN DOORS TO THE EXTCRIOR SH11LL HAVE A MAXIMUM 1 -I/2' STl TO /► MINIMLJhI 96' L,WpIN`. ALL eLAziN& SHALL M11Mr me Reaul or THE w.er.c. rAei.e ai uarN sec arHeierux. A" Scn1e44ra Mm ScnK&AJ_s SHALL HAVE waiwatc eLA.YS LHJM r+oTEc oTeRrux. ALL CEDR40M Y 661lEW WINpOY'5 SFI/1LL, HAVE A MINIhL*I NET GLEN! OMWIN6 OF 5.1 SQUARE F4W T. MINIMUM NET CLEAR OWN IDLE NUDTN Of ZO' AND A MINIMUM NET CLEAR OR'NIN6 1#16FFT OF Z4', MAXIKR•1 FINISHED SILL FIEIQNIT OF 44' /1DOMC FLOOR ALL FACTORY BUILT Y'UNDOYiS TO DC COND71lIJG7ZD TO 1"CRMIT MAXIMUM INFILTRATION Or 0.5 GfM PER, LINEAL FOOT OF OF!'RApL,E S/hgN PE1tINIETL"I! AS TESTED By STANDARD d16TM C 2OJ.15. 617E BUILT AND MILLY'IORK'.klOr GUILT Y'IOODCN SIGH Alit GAT PROM INFILTRATION GRtTERIA ABOVE, BUT SHALL BE MADE HEATHER- 3TRIPPCD, GNJLKED AND BE MADE TIGHTLY fITTINb. 9LIDIN6 dLAW DOOItb TO FL'RMIIT MAXIMUM INFILTRATION Of 03 GrM MR ?!QUAKE FOOT Of DOOR NlEA. 8M PLANS rORi I. h1AXIMJM GLAZING AREA. 2. bLAZIMb MAWI'AG71JRM AND MODFl NJh�lS. 8. Y'EI&!'ITED UA GALGI)LATIOIIS FOR 9 Je6TNDAPD 6LAZINfr. SAMTY 6LISIN6 LOCATIONS PER UNIFORM EUILDIN6 GODS. I. IPl61lIE55 AND !ellGSO DOORS. 2. SI.IDIN6 GLI.4B DOORS AND 9AIN61N6 6i./S9 DOORS. O. 5FIONER AND D/►T11T11B EWrL09MlE9. 4. GLAZING WITFF TFE EJ�O'.lt'D EDGE WITHIN A 24' RADIUS ARC OF EITHER VMTIGN. CG6E OF A POOR IN THE GLOSW "ITION AIiD THE BOTTOM EDGE 18 L.E96 THAN 60' ABOVE THE WIALJCIN6 9UIiFA6E. S. GLAZING GREATER TfIM19 9GIJARE FAT THAT IS LE9B TFIMI 10' ADO'VE FINISHED FLOOR b. GLAZING IN ALL GUARD RAILS. SGRiCNS NOW NOT DC rROdIDCD AT SKYLIGHTS WICN rU1.Y IS U9lD N' SINGLE 6LJ1ZIN6 OR IN ALL TAPES IN9ULNTIN6 UNIT AND N1. OF TFE FOLLGMYN6 G4IOTION5 /iRE MET. I. THE 6L/1ZIN6 ARE DOER NOT EXCWD Ib 3WNtE ME 1. 4. 7HE FHGFIE9T POINT OF 6LP.93 19 NOT MORE THAN I2' -0' ABOVE ANY Y'W.KIN6'3URFAGE OR AG425OIBLE AREA. 9. THE NOMNAI. TFHG40C96 OF EACH PARE DOES NOT EXGEW 9/I6'. MEGHAN I GAL ` sa.ia rte. euwririS ^PP1.iiwcES iwcL.uM AiRnSHT STOVES FIREPLACE STOVES ROOM HEATERS. FACTORY BUILT f'IRL'PI.AGE'S AND FIREPLACE INSERTS. ALL SOLID F DURNIN6 APPLiA►+ces st+Au. COMPLY vaT►+ THE neoviSiow or THE urifoRM eua.cINS comae AM TM UNIFORM M115G44ANIGN. GODS. EACH DMELL.INS UNIT SHALL BE PROVIDED WITH HEATING, FACILITIES GAI°A R Z OF MAINTAININD A TEMPERATURE OF 10 D FAI #RZ41NHEIT AT A MEI644T OF V -0 AIBOVE THE FLOOR IN N.L. HABITN9LL ROOMIS THE OUTSIDE TURF IS AS SET FORTH IN THE WS.E.C. DWINITiON OF BUIL-DINb ENVM.OPE FROM THE WASHING,TON STATE ENE O*r C4M, THE ELEMENTS OF A 19UIL.DINCP 1*11044 ENCLOSE GOMITIONED 3PACeS THRoU&H YWICh4 TMOV ENER MAY 8E TRANSPEIRED TO OR PROM TM EXTERIOR EXCEPT A6 EXEMPTED BY THE W.S.E.C. i. FUEL BURNING APPLIANCES LOCATED WITHIN THE BUILDING, ENVELOPE SHALL OBTAIN AIR FROM OUTDOORS, MEETING THE PROVI!SIOiNS OF THE UNIFORM 11 C 20E. .2. FUML. BURNING APPLIANCES LOCATW OUTSIDE THE BUILDING ENVELOPE SHALL MEET THE PROVISIONS OF THE UNIFORM MECHANICAL CODE. S. DUCTWORK LOCATION AND SOURCE OF O(A01BUSTION AIR SHALL MET THE PROVISIONS OF THE UNIFORM ME HANICAL- C4M. ALL WARM AIR FURNA4M SHALL. BE LISTED AND LABELED 13Y AN APPROVED A604CY AND - 4145TALLED PER THE UNIFORM N�IANIGAL CODE. APPLIAINCE5 INTENDED FOR INSTALLATION IN OR CONFINED SPACE'S SHALL 8E SO LISTED AND INSTALLED PER THE UNIFORM MECHANICAL. GODS. NO WARM AIR FURNACE SHALL BE INSTALLED IN A ROOM USM OR DESIGNED TO BE USED AS A BEDROOM, BATWDOM, CLOSET OR IN ANY EWA.OSED SPACE WITH ACZMS ONLY THROUGH SUCH ROOM OR SPACE, EXCEPT DIRECT VENT FURNACE, ENGLOI!V FURNAC25 AND lELWTRIC HEATING FURNAC415 PER THE UNIFORM MECHANICAL GORE. NO WARM AIR FURNACE SHALL BE INSTALLED IN A C4.05ET OR ALCOVE WITH A SPACE L ESS THAN 12" WIDER THAN THE FURNACE OR A CLEARANCE OF 9" ALOTNS THE SIDES, BACK AND TOP ACCORDING TO THE UNIFORM! MECHANICAL GORE. LIQUEFIED PE OLLSUM SAS BURNING, APPLIANCES SHALL NOT BE INSTALLED IN A PIT, BASILMEHIT OR SIMILAR LOCATION HHERE HEAVIEIt THAN AIR OASES M16HT COLL-15CT. APPL.IAiNGES 50 FUELED SHALL NOT BE INSTALLED IN AN ABOVE 61RADE UNDER FLOOR SPACE OR BA55 - 1 UNLESS SAC.H LOCATION 19 PROVIDED WITH AN APPROVED tw E 18 FOR REMOVAL OF UNBURNED OAS PER THE UNIFORM MECHANICAL 00M. HEATING AiND COOLING APPLIANCES LOCATED IN A &AKA 1! AND Y"CoH GENERATE A &LOW„ SPARK OR PLAME CAPABLE OF IGNITING FLAMMABLE VAPOR; SHALL BE INSTALLED WITH THE PILOTS AND BURNERS OR HEATING E AND SHITGHES AT LEAST 16" ABOVE THE FLOOR 3URPA4E. EIRE DAMPERS NEW NOT BE INSTALLED IN AIR DUCTS PASSING THROUGH THE HALL, FLOOR OR CEILING SEPARATING A RESIDENCE (GROUP R, DIVISION 5 OGC,UPANGY) FROM A bARA6E (6ROUP U, E71VISION I OCCUPANCY), PR0'VI SUCH DUCTS WITHIN THE &ARAwE ARE C.ONSTRUGTED OF STEEL HAVING A THICKNESS NOT LESS THAN O.Olgo (N0. 26 GALVANIZED 6A11Ji W AND HAVE NO OPENINGS INTO THE 6ARA&E PER THE UNIFORM BUILDING C MM WARM AIR FURNACE INSTALLATIONS IN ATTICS OR GitAJL. SPACES SHALL COMPLY WITH THE UNIFORM MECHANICAL. CC70E. EVERY APPLIANCE DESI6 ':D TO BE VENTED SHALL BE CONIECT'ED TO A VENTING SYSTEM 1COMPL.YINO WITH THE UNIFORM CALL CODE. EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B GAS VENT OT TY'F'E BA &ASS VENT SHALL BE INSTALLED IN ACoCORDANCE WITH THE TERMS OF ITS LI5TIN6, MANUFACTURERS INSTALLATION INSTRUCTIONS AND THE REWIREM!NT'S OF THE UNIFORM MTECHANICAL GODS. A TYPE 8 OR BIN OAS VENT SHALL. TERMINATE PER THE UNIFORM MEIGHANICAL GORE. A I YPE L VENTING SYSTEM SHALL TERMINATE NOT LESS THAN 2' -0" ABOVE THE H16HEST POINT AHETRE THE VENT PASSES THROUGH THE ROOF OF THE 15UIL LINO AND AT LEAST 7 HI&FER THAN ANY PORTION OF THE S UIL.DIN6 WITHIN 10'-0 OF THE VENT PER THE UNIFORM ME HANICAd.. GODS. 'KENT CONNECTORS SHALL BE INSTALLED Y41THIN THE SPACE OR AREA IN WHICH THE APPLIANCE 15 LOCATED AND SHALL BE C4PNNECTW TO A CHIMNEY OR VENT IN SUCH A MAKER AS TO MAINTAIN THE CAZAAAWCE TO GOMMJST1d.E-S PER THE UNIFORM MMMAHUCA L CODE. HAT I NG EQUIPMENT ALL HEATING EQAIPMEINT SHALL MEET THE REQAI OF THE 148? NATIONAiL- APPLIANCE eNERSY C40NSMVAIION ACT (NAd5CW AND BE SO L.N!!'LED. 15WIR*2W SHALL ALSO COW..Y MATH SECTION 1411 OF THE W.S.E.C. NVA C, EC,MJIPNIENT FOR LOW -RISE RBBIDENTIAL SHALL. 8E SIZED NO 64REA►TER THAN 19M OF DESIGN LOAD I. DUCT SYSTE" OR FACTORY BUILT AIR DUCTS SHiAL.L BC OF METAL. AS !SET FORTH BY THE UNIFOW MECHANICAL COVE. 2. IRE.GTANSULAR„ FLAT, OVAL AND ROUND DUCT JOINTS AND WAMS SMALL BE AIRTIGHT PER THE UNIFORM M WOMICAL GODS. D. INSTALLATION OF DUCTS SHALL COMPLY WITH THE UNIPORM Mtl:CHANICAL CODE. 4. DUCT INSULATION VI! INSTALLED IN ACCORDANCE MYTH THE UNIFORM MECHANICAL COLE. 0 060 WHOLE HOU 5F-" VENTILATION I'1 SPWIFICATIONS PROM THE 2000 WASHINOTON STATE VENTILATION AND INDOOR AIR Ty COM tVIAO). SOUIR+CC SIPECIFIG VENTILATION }REWIRE1rENTS. 1. MINIMUM EXHAUST PAN M15MI A. BATHROOMS, LA047RIES AND POM1 owl t ROOMS - 90 GPM • 025" rwd. B. KITGFETNS - 100 GPM • 020 W.b. (MAN Se HOOD OR DOMW DRAFT EXHAUST RATED AT MIN. 100 GPM • 0.10" Wb. MAY E U MR I XHAUST PAN REHRI�NINTS� ,J 12. EXHA OT DUCT MEMIREMENT91 A. INSULATE TO R-4 (MIN) IN UWOWITIONED SPACES. B. EWI P A TH A BACK DR/1PT DA1MPM Co. TERRMINATE OUTSIDE THE BUILDING. D. C4NI °L..Y WITH TABLE 's-9 ON THIS SHEET. PIRESCRI REWIREMEN7S FOR, OPTION 2. INTERMITTENT YIIOLE HOUSE VENTILATION INTL' &RAT'ED MTH A FOROW -AIR SYSTEM MAO 909.4.2)t NOTI!o NITH THIS OPTION A AHOLE HOUSE PAN 15 NOT REWIRED. I. OUTDOOR AIR SHALL BE SUPPLIED TO ALL HABITABLE ROOH-IS THROUGH THE FORGED AIR SYSTiMT DUCTS AT THE RATE SPMIFIED IN TABLE 9'-2 ON THIS SHEET. 2. OUTDOOR AIR INLET DUCT SHALL COMPLY WITH THE FOLLOMN61 A. SIZE AGGORDIN& TO TABLE " ON THIS SHEET. B. DUCT FROM A TERMINAL ELEMW ON THE OUTSIDE OF THE BULDIN6 TO THE RETURN AIR PLE'X", AT As POINT WITHIN POUR FEET UPSTREAM OF THE AIR G. INSULATE TO R-4 (MINA NSEN LOCATED WITHIN GONDITIO STAGES. 8. OUTDOOR AIR I NLET5t A. PROTECT FROM THE ENTRY OF INSECT'S, LEAVES AND OTHER FOREIGN MATERIAL. B. LOCATE SO AS NOT TO TAKE AIR FROM THE FOLLOWING AF A26 I. WITHIN TEN F'E'ET OF A4 APPLIANCE VENT OUTLET, UNLESS THE VENT OUTLET 15 THIREE PET Ad3OVE THE OUTDOOR AIR INLET. 2. YHERE IT WILL PICK UP OBJCTiONABLE OPORS FUMES OR FILAMMAMM VAPORS. 9. A HAZARDOUS OR UNSANITARY LOCATION. 4. A ROOM OR SPACE HiAVINS FUEL M WIN& APPLIANCE.! THEREIN. S. C14 4M THAN TEN PIEET FROM A VENT OPENING OF A PLUMBINO DRAINA &E SYSTEM UNLESS THE VENT OPENING 15 AT LEAST THREE FEET A630 THE AIR INLET. 6. ATMCS, CRAY- SPAC M OR , 4. TM OUTDOOR AIR INLET DUCT SHALL BE EGRJIFaED WITH ONE OF THE FOLLOPON6t A. A MO'T'ORIZED DAMPER CONNECTED TO THE AUTOMATIC VENTILATION TIMEFL B. A PAMPER INSTALLED ,JND SET TO MEET MINIMUM PLOW RATES AS SP45CIINIED IN TABLE 9-2 ON THIS SFET, BY EITHER FIELD 105 IN& OR POLLOWINS MAAIWAOTURNIt S INSTALLATiON INSTRUGT'IONS BASED ON SITE CONDITIONS. 0. AN AUTOMATIC F1.rOW P21ft .A1TED DEVICE WITH HELD MASL41W OR FIELD C44.C4ATW MINIMUM NWA71YE OF OD 1 HATER &ANJuE AT THE POINT Y#0M THE OUTSIDE AIR DUCT 15 C HNWTED TO TM IRZT M AIR PLIENJNT. B. TFE YWOLE MOUSE VENTILATION SYSTEM SHALL BE CONTROLLED BY A 24 -HOUR CA.0C.K TItrER WITH THE CAPABILITY OF CONTINUOUS OPERATION, MANUAL AND AUTOMATIC TENS C4WMOL NMLL C4RW4X TM FORGED AIR SYSTEM DL.rOPER AND IF AF'PL.ICADLL THE AUTOMATIC DAMPER. THE 24 -HIOM TINIER SHALL 90 READILY IDLE. THE 24 -FLOUR 71 SHALL BE CAPABLE OF OP RATINO THE AHOL.E HOUSE VENTiL.AT'ION :SYSTEM INITMOVT 045ROIZINS OTHEit ENMOY INS A►PPLIAiNC.ES. AT THE TIME OP FINAL. INSPM ION, T11E AUTOMATIC CONTIROL TITTER SH AiLL BE SET TO OPERATE THE MOLE HOUSE SYSTEM FOR AT LEFT & HOUR'S A DAY. A LABEL SHALL BE Ad" FIXW TO THE CoONTRO REAM EA M "HWOLE HOUSE VENTILATION (SE Oft AT1N6 INSTRUGTIO1N°.S) ". TABLE 3 -2 f VDM! _ �TION RATES FOR ALL GROUP R OCCUPANGIES FOUR STORIES AND LESS* MINIMUM AND MAXIMUM VENTILATION R,A►TM C.UBIG FEET PER MINUTE (Cf" FAN TESTED 10 MAXIMUM MINIMUM Z 5 Is 4 4 5 e OrnoN OLAZINO OL.AZINS IH'AGTOR DOOR GEILIN6 VML W KALL V4 MIALL- MOM 'SLAB 10' -0" ARZA1 U- FACTOR 5 I W., 4 CEILING ABOVE INT. EXT. 50 ON NO LIMIT 11 NO LIMIT % OF G,0 4 I NCH 2 WA GRADE BE LOW BEL.Onr BO GRADE 15' -0" FLOOR V@RTIGAL ONERNEAD 80 6 INCH 90 6 INCH ORAVe GRAD! 100 5 INCH I. 12% 0.35 0.56 0.20 R -58 R -50 R -15 R -15 R-10 R -50 R -10 II. 15% 0.40 0.55 0.20 R -36 R -50 R -21 R -21 R -10 R - 50 R -10 111. 25 S dROUr 0.40 056 0.20 R - 38 R -50 R -21 R -15 R-10 R -50 R -10 R -I APARTT- r ONLY V• UU-PA TM 0.40 0.58 0.20 R - 36 R -50 R -21 R -21 R-10 R -50 R-10 OROLP R-5 SIWCE AMILY ONLY V. UNLIKTW 0.35 0.56 0.20 R -36 R - 30 R -2i R -15 R -10 R -30 R -10 HROUP R -1 APARTi INIS ONLY • O. NOMINAL Ft-VALUES ARE FOR WOOD FRAME A.>SE'ME3 JES ONLY OR ASSEMBLIES BUILT IN ANGE WITH 5ECTION 601.1 OF THE AS.E.G. I. MINIMUM REQ I REMENT'3 FOR EACH OPTION LISTED. FOR EXAMPLE, IF A PROPOSED DESIGN HAS A GLAZING RATIO TO THE GONDITIO ED FLOOR AREA OF IS, IT SHALL COMPLY WITH ALL OF THE RE 115 OF THE 15% GLAZING OPTION (OR HIGHM. DESIGNS WHICH CANNOT MEET THE SPECIFIC REQUIREMENTS OF A LISTED OPTION ABOVE MAY CALCULATE GOMPL.IANCE BY 4 OR 5 OF THE W.S.E.C. 2. REG UIRE ENT APPLIES TO ALL CEILINGS EXCEPT SINGLE RAFTER OR .JOIST VAULTED CEILINGS. 5. REGRJIREI`- N APPLICABLE ONLY TO SINGLE RAFTER OR JOIST VALUL-TED CEILINGS. 4. BELOW GRADE WALLS SHALL BE INSULATED EITHER ON THE EXTERIOR TO A MINIMMJM LEVEL. OF R -10, OR ON THE INTERIOR TO THE SAME LEVEL AS WALLS ABOVE &FADE. EXTERIOR INSULATION INSTALLED ON BELOW GRADE WALLS SHALL 9E A WATER RESISTANT MATERIAL., MANUPACTURED FOR I TS INTENOW USE, AND INSTALLED TO THE MANUFACTURERS, SPECIFICATIONS. SEE SECTION 602.2 OF THE ASF.G. 5. FLOORS OVER CRAIML SPACES OR EXPOSED TO AMBIENT AIR CONDITIONS. 6. REQUIRED SLAB PF'_RI METER INSULATION SHALL BE A INATEIR RESISTANT MATERIAL, MANUFAGTURED FOR ITS INTENDED, AND INSTALLED A4 TO THE MANJFAtCTURMSS SPECIFICATIONS. SEE SECTION 602.4 OF THE W.S.E.G. "T. DOORS, INCLUDING A" FIRE DOORS, SHALL BE ASS16NM DEFAULT U- FACTORS FROM TABLE 10-66 OP THE WS.E.C. 6. MORE A MAXIMUM 60AZINEs AREA 15 LISTED, THE TOTAL GLAZING AREA (c4*oOIED VERTICAL, PiJ3 OVERHEAD) AS A FERC4hT OF 61ROS C�O'NDITIOHED FLOOR AREA SHALL BE LEI THAN OR EQUAL TO THAT VALUE. OVERHEAD &LAZING WITH U- FACTOR OF U•O.40 OR 15 NOT iW. A VPW IN GLAZING AREA LIMITATIONS. I. OVERHEAD GLAZING SHALL HAVE U PAGTORr DETERMINED IN A4CORVANCIE NTH NMz 100 OR AS glWI F i ED IN SECTION 502.1.5 OF THE K5M.G. 12. LOS AND SOLID TIM1BM MIALLS WITM A MINIMUM AVERAGE THICKAE55 OF 5.5" ARE EXEMPT I=ROM THIS INSULATION REQUIREI-ENT. THE FOLLOMN6 WAL.L S ARE CONSIDERED TO MEET R -21 KT HOOT ADDITIONAL DOCUMENTATION PER SECTION 602.2 OP THE W " .Z.C. S A. 2x6 FRAMED AM I MUL.ATED NTH R -21 FIBERGLASS BATTS. E3. 2x4 FRAMED AWD iNSUL.ATED WITH R -15 FIBER6LASS BATTS PLUS R-4.0 FOAM SFEA►THINb. 0. 2x4 FRAMED AND INSALATIED MTH R -19 FIBER LAGS BATTS PLUS R-5.0 FOAM 3HEATHNNb. GT1` OF TIAaMM APPR(YEO JUN 2 9 M4 Ut Ef, N WIEo 0 . IRn 6 0 4 DOORS, NINDOW5 AND 5<**i �FN DOORS TO THE EXTCRIOR SH11LL HAVE A MAXIMUM 1 -I/2' STl TO /► MINIMLJhI 96' L,WpIN`. ALL eLAziN& SHALL M11Mr me Reaul or THE w.er.c. rAei.e ai uarN sec arHeierux. A" Scn1e44ra Mm ScnK&AJ_s SHALL HAVE waiwatc eLA.YS LHJM r+oTEc oTeRrux. ALL CEDR40M Y 661lEW WINpOY'5 SFI/1LL, HAVE A MINIhL*I NET GLEN! OMWIN6 OF 5.1 SQUARE F4W T. MINIMUM NET CLEAR OWN IDLE NUDTN Of ZO' AND A MINIMUM NET CLEAR OR'NIN6 1#16FFT OF Z4', MAXIKR•1 FINISHED SILL FIEIQNIT OF 44' /1DOMC FLOOR ALL FACTORY BUILT Y'UNDOYiS TO DC COND71lIJG7ZD TO 1"CRMIT MAXIMUM INFILTRATION Or 0.5 GfM PER, LINEAL FOOT OF OF!'RApL,E S/hgN PE1tINIETL"I! AS TESTED By STANDARD d16TM C 2OJ.15. 617E BUILT AND MILLY'IORK'.klOr GUILT Y'IOODCN SIGH Alit GAT PROM INFILTRATION GRtTERIA ABOVE, BUT SHALL BE MADE HEATHER- 3TRIPPCD, GNJLKED AND BE MADE TIGHTLY fITTINb. 9LIDIN6 dLAW DOOItb TO FL'RMIIT MAXIMUM INFILTRATION Of 03 GrM MR ?!QUAKE FOOT Of DOOR NlEA. 8M PLANS rORi I. h1AXIMJM GLAZING AREA. 2. bLAZIMb MAWI'AG71JRM AND MODFl NJh�lS. 8. Y'EI&!'ITED UA GALGI)LATIOIIS FOR 9 Je6TNDAPD 6LAZINfr. SAMTY 6LISIN6 LOCATIONS PER UNIFORM EUILDIN6 GODS. I. IPl61lIE55 AND !ellGSO DOORS. 2. SI.IDIN6 GLI.4B DOORS AND 9AIN61N6 6i./S9 DOORS. O. 5FIONER AND D/►T11T11B EWrL09MlE9. 4. GLAZING WITFF TFE EJ�O'.lt'D EDGE WITHIN A 24' RADIUS ARC OF EITHER VMTIGN. CG6E OF A POOR IN THE GLOSW "ITION AIiD THE BOTTOM EDGE 18 L.E96 THAN 60' ABOVE THE WIALJCIN6 9UIiFA6E. S. GLAZING GREATER TfIM19 9GIJARE FAT THAT IS LE9B TFIMI 10' ADO'VE FINISHED FLOOR b. GLAZING IN ALL GUARD RAILS. SGRiCNS NOW NOT DC rROdIDCD AT SKYLIGHTS WICN rU1.Y IS U9lD N' SINGLE 6LJ1ZIN6 OR IN ALL TAPES IN9ULNTIN6 UNIT AND N1. OF TFE FOLLGMYN6 G4IOTION5 /iRE MET. I. THE 6L/1ZIN6 ARE DOER NOT EXCWD Ib 3WNtE ME 1. 4. 7HE FHGFIE9T POINT OF 6LP.93 19 NOT MORE THAN I2' -0' ABOVE ANY Y'W.KIN6'3URFAGE OR AG425OIBLE AREA. 9. THE NOMNAI. TFHG40C96 OF EACH PARE DOES NOT EXGEW 9/I6'. MEGHAN I GAL ` sa.ia rte. euwririS ^PP1.iiwcES iwcL.uM AiRnSHT STOVES FIREPLACE STOVES ROOM HEATERS. FACTORY BUILT f'IRL'PI.AGE'S AND FIREPLACE INSERTS. ALL SOLID F DURNIN6 APPLiA►+ces st+Au. COMPLY vaT►+ THE neoviSiow or THE urifoRM eua.cINS comae AM TM UNIFORM M115G44ANIGN. GODS. EACH DMELL.INS UNIT SHALL BE PROVIDED WITH HEATING, FACILITIES GAI°A R Z OF MAINTAININD A TEMPERATURE OF 10 D FAI #RZ41NHEIT AT A MEI644T OF V -0 AIBOVE THE FLOOR IN N.L. HABITN9LL ROOMIS THE OUTSIDE TURF IS AS SET FORTH IN THE WS.E.C. DWINITiON OF BUIL-DINb ENVM.OPE FROM THE WASHING,TON STATE ENE O*r C4M, THE ELEMENTS OF A 19UIL.DINCP 1*11044 ENCLOSE GOMITIONED 3PACeS THRoU&H YWICh4 TMOV ENER MAY 8E TRANSPEIRED TO OR PROM TM EXTERIOR EXCEPT A6 EXEMPTED BY THE W.S.E.C. i. FUEL BURNING APPLIANCES LOCATED WITHIN THE BUILDING, ENVELOPE SHALL OBTAIN AIR FROM OUTDOORS, MEETING THE PROVI!SIOiNS OF THE UNIFORM 11 C 20E. .2. FUML. BURNING APPLIANCES LOCATW OUTSIDE THE BUILDING ENVELOPE SHALL MEET THE PROVISIONS OF THE UNIFORM MECHANICAL CODE. S. DUCTWORK LOCATION AND SOURCE OF O(A01BUSTION AIR SHALL MET THE PROVISIONS OF THE UNIFORM ME HANICAL- C4M. ALL WARM AIR FURNA4M SHALL. BE LISTED AND LABELED 13Y AN APPROVED A604CY AND - 4145TALLED PER THE UNIFORM N�IANIGAL CODE. APPLIAINCE5 INTENDED FOR INSTALLATION IN OR CONFINED SPACE'S SHALL 8E SO LISTED AND INSTALLED PER THE UNIFORM MECHANICAL. GODS. NO WARM AIR FURNACE SHALL BE INSTALLED IN A ROOM USM OR DESIGNED TO BE USED AS A BEDROOM, BATWDOM, CLOSET OR IN ANY EWA.OSED SPACE WITH ACZMS ONLY THROUGH SUCH ROOM OR SPACE, EXCEPT DIRECT VENT FURNACE, ENGLOI!V FURNAC25 AND lELWTRIC HEATING FURNAC415 PER THE UNIFORM MECHANICAL GORE. NO WARM AIR FURNACE SHALL BE INSTALLED IN A C4.05ET OR ALCOVE WITH A SPACE L ESS THAN 12" WIDER THAN THE FURNACE OR A CLEARANCE OF 9" ALOTNS THE SIDES, BACK AND TOP ACCORDING TO THE UNIFORM! MECHANICAL GORE. LIQUEFIED PE OLLSUM SAS BURNING, APPLIANCES SHALL NOT BE INSTALLED IN A PIT, BASILMEHIT OR SIMILAR LOCATION HHERE HEAVIEIt THAN AIR OASES M16HT COLL-15CT. APPL.IAiNGES 50 FUELED SHALL NOT BE INSTALLED IN AN ABOVE 61RADE UNDER FLOOR SPACE OR BA55 - 1 UNLESS SAC.H LOCATION 19 PROVIDED WITH AN APPROVED tw E 18 FOR REMOVAL OF UNBURNED OAS PER THE UNIFORM MECHANICAL 00M. HEATING AiND COOLING APPLIANCES LOCATED IN A &AKA 1! AND Y"CoH GENERATE A &LOW„ SPARK OR PLAME CAPABLE OF IGNITING FLAMMABLE VAPOR; SHALL BE INSTALLED WITH THE PILOTS AND BURNERS OR HEATING E AND SHITGHES AT LEAST 16" ABOVE THE FLOOR 3URPA4E. EIRE DAMPERS NEW NOT BE INSTALLED IN AIR DUCTS PASSING THROUGH THE HALL, FLOOR OR CEILING SEPARATING A RESIDENCE (GROUP R, DIVISION 5 OGC,UPANGY) FROM A bARA6E (6ROUP U, E71VISION I OCCUPANCY), PR0'VI SUCH DUCTS WITHIN THE &ARAwE ARE C.ONSTRUGTED OF STEEL HAVING A THICKNESS NOT LESS THAN O.Olgo (N0. 26 GALVANIZED 6A11Ji W AND HAVE NO OPENINGS INTO THE 6ARA&E PER THE UNIFORM BUILDING C MM WARM AIR FURNACE INSTALLATIONS IN ATTICS OR GitAJL. SPACES SHALL COMPLY WITH THE UNIFORM MECHANICAL. CC70E. EVERY APPLIANCE DESI6 ':D TO BE VENTED SHALL BE CONIECT'ED TO A VENTING SYSTEM 1COMPL.YINO WITH THE UNIFORM CALL CODE. EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B GAS VENT OT TY'F'E BA &ASS VENT SHALL BE INSTALLED IN ACoCORDANCE WITH THE TERMS OF ITS LI5TIN6, MANUFACTURERS INSTALLATION INSTRUCTIONS AND THE REWIREM!NT'S OF THE UNIFORM MTECHANICAL GODS. A TYPE 8 OR BIN OAS VENT SHALL. TERMINATE PER THE UNIFORM MEIGHANICAL GORE. A I YPE L VENTING SYSTEM SHALL TERMINATE NOT LESS THAN 2' -0" ABOVE THE H16HEST POINT AHETRE THE VENT PASSES THROUGH THE ROOF OF THE 15UIL LINO AND AT LEAST 7 HI&FER THAN ANY PORTION OF THE S UIL.DIN6 WITHIN 10'-0 OF THE VENT PER THE UNIFORM ME HANICAd.. GODS. 'KENT CONNECTORS SHALL BE INSTALLED Y41THIN THE SPACE OR AREA IN WHICH THE APPLIANCE 15 LOCATED AND SHALL BE C4PNNECTW TO A CHIMNEY OR VENT IN SUCH A MAKER AS TO MAINTAIN THE CAZAAAWCE TO GOMMJST1d.E-S PER THE UNIFORM MMMAHUCA L CODE. HAT I NG EQUIPMENT ALL HEATING EQAIPMEINT SHALL MEET THE REQAI OF THE 148? NATIONAiL- APPLIANCE eNERSY C40NSMVAIION ACT (NAd5CW AND BE SO L.N!!'LED. 15WIR*2W SHALL ALSO COW..Y MATH SECTION 1411 OF THE W.S.E.C. NVA C, EC,MJIPNIENT FOR LOW -RISE RBBIDENTIAL SHALL. 8E SIZED NO 64REA►TER THAN 19M OF DESIGN LOAD I. DUCT SYSTE" OR FACTORY BUILT AIR DUCTS SHiAL.L BC OF METAL. AS !SET FORTH BY THE UNIFOW MECHANICAL COVE. 2. IRE.GTANSULAR„ FLAT, OVAL AND ROUND DUCT JOINTS AND WAMS SMALL BE AIRTIGHT PER THE UNIFORM M WOMICAL GODS. D. INSTALLATION OF DUCTS SHALL COMPLY WITH THE UNIPORM Mtl:CHANICAL CODE. 4. DUCT INSULATION VI! INSTALLED IN ACCORDANCE MYTH THE UNIFORM MECHANICAL COLE. 0 060 WHOLE HOU 5F-" VENTILATION I'1 SPWIFICATIONS PROM THE 2000 WASHINOTON STATE VENTILATION AND INDOOR AIR Ty COM tVIAO). SOUIR+CC SIPECIFIG VENTILATION }REWIRE1rENTS. 1. MINIMUM EXHAUST PAN M15MI A. BATHROOMS, LA047RIES AND POM1 owl t ROOMS - 90 GPM • 025" rwd. B. KITGFETNS - 100 GPM • 020 W.b. (MAN Se HOOD OR DOMW DRAFT EXHAUST RATED AT MIN. 100 GPM • 0.10" Wb. MAY E U MR I XHAUST PAN REHRI�NINTS� ,J 12. EXHA OT DUCT MEMIREMENT91 A. INSULATE TO R-4 (MIN) IN UWOWITIONED SPACES. B. EWI P A TH A BACK DR/1PT DA1MPM Co. TERRMINATE OUTSIDE THE BUILDING. D. C4NI °L..Y WITH TABLE 's-9 ON THIS SHEET. PIRESCRI REWIREMEN7S FOR, OPTION 2. INTERMITTENT YIIOLE HOUSE VENTILATION INTL' &RAT'ED MTH A FOROW -AIR SYSTEM MAO 909.4.2)t NOTI!o NITH THIS OPTION A AHOLE HOUSE PAN 15 NOT REWIRED. I. OUTDOOR AIR SHALL BE SUPPLIED TO ALL HABITABLE ROOH-IS THROUGH THE FORGED AIR SYSTiMT DUCTS AT THE RATE SPMIFIED IN TABLE 9'-2 ON THIS SHEET. 2. OUTDOOR AIR INLET DUCT SHALL COMPLY WITH THE FOLLOMN61 A. SIZE AGGORDIN& TO TABLE " ON THIS SHEET. B. DUCT FROM A TERMINAL ELEMW ON THE OUTSIDE OF THE BULDIN6 TO THE RETURN AIR PLE'X", AT As POINT WITHIN POUR FEET UPSTREAM OF THE AIR G. INSULATE TO R-4 (MINA NSEN LOCATED WITHIN GONDITIO STAGES. 8. OUTDOOR AIR I NLET5t A. PROTECT FROM THE ENTRY OF INSECT'S, LEAVES AND OTHER FOREIGN MATERIAL. B. LOCATE SO AS NOT TO TAKE AIR FROM THE FOLLOWING AF A26 I. WITHIN TEN F'E'ET OF A4 APPLIANCE VENT OUTLET, UNLESS THE VENT OUTLET 15 THIREE PET Ad3OVE THE OUTDOOR AIR INLET. 2. YHERE IT WILL PICK UP OBJCTiONABLE OPORS FUMES OR FILAMMAMM VAPORS. 9. A HAZARDOUS OR UNSANITARY LOCATION. 4. A ROOM OR SPACE HiAVINS FUEL M WIN& APPLIANCE.! THEREIN. S. C14 4M THAN TEN PIEET FROM A VENT OPENING OF A PLUMBINO DRAINA &E SYSTEM UNLESS THE VENT OPENING 15 AT LEAST THREE FEET A630 THE AIR INLET. 6. ATMCS, CRAY- SPAC M OR , 4. TM OUTDOOR AIR INLET DUCT SHALL BE EGRJIFaED WITH ONE OF THE FOLLOPON6t A. A MO'T'ORIZED DAMPER CONNECTED TO THE AUTOMATIC VENTILATION TIMEFL B. A PAMPER INSTALLED ,JND SET TO MEET MINIMUM PLOW RATES AS SP45CIINIED IN TABLE 9-2 ON THIS SFET, BY EITHER FIELD 105 IN& OR POLLOWINS MAAIWAOTURNIt S INSTALLATiON INSTRUGT'IONS BASED ON SITE CONDITIONS. 0. AN AUTOMATIC F1.rOW P21ft .A1TED DEVICE WITH HELD MASL41W OR FIELD C44.C4ATW MINIMUM NWA71YE OF OD 1 HATER &ANJuE AT THE POINT Y#0M THE OUTSIDE AIR DUCT 15 C HNWTED TO TM IRZT M AIR PLIENJNT. B. TFE YWOLE MOUSE VENTILATION SYSTEM SHALL BE CONTROLLED BY A 24 -HOUR CA.0C.K TItrER WITH THE CAPABILITY OF CONTINUOUS OPERATION, MANUAL AND AUTOMATIC TENS C4WMOL NMLL C4RW4X TM FORGED AIR SYSTEM DL.rOPER AND IF AF'PL.ICADLL THE AUTOMATIC DAMPER. THE 24 -HIOM TINIER SHALL 90 READILY IDLE. THE 24 -FLOUR 71 SHALL BE CAPABLE OF OP RATINO THE AHOL.E HOUSE VENTiL.AT'ION :SYSTEM INITMOVT 045ROIZINS OTHEit ENMOY INS A►PPLIAiNC.ES. AT THE TIME OP FINAL. INSPM ION, T11E AUTOMATIC CONTIROL TITTER SH AiLL BE SET TO OPERATE THE MOLE HOUSE SYSTEM FOR AT LEFT & HOUR'S A DAY. A LABEL SHALL BE Ad" FIXW TO THE CoONTRO REAM EA M "HWOLE HOUSE VENTILATION (SE Oft AT1N6 INSTRUGTIO1N°.S) ". TABLE 3 -2 f VDM! _ �TION RATES FOR ALL GROUP R OCCUPANGIES FOUR STORIES AND LESS* MINIMUM AND MAXIMUM VENTILATION R,A►TM C.UBIG FEET PER MINUTE (Cf" FAN TESTED MINIMUM MAXIMUM MINIMUM MAXIMUM MAXIMUM CFM FLEX LENGTH SMOOTH LEN6TH ELBOWS a 0.25" W.6. DIAMETER FEET DIAMETER FEET I 50 4 INCH 25 4 1 NGH 10' -0" 3 50 5 I W., 4 90' -0" 5 INCH 100' -0" 3 50 6 LNG-+ NO LIMIT 6 INCH NO LIMIT �J G,0 4 I NCH 2 WA 4 1 NCH 20 1 - 0 " 3 BO 5 INCH 15' -0" 5 INCH 100' -0" 5 80 6 INCH 90 6 INCH NO LIMIT 5 100 5 INCH WA 5 I NCH 50' -0" 5 100 6 INCH 45' -0" 6 INCH NO LIMIT 3 125 6 1 NGH 15' -0" 6 1 NGH NO LIMIT J 125 1 INCH 10' -0" 1 INCH NO LIMIT 3 1NO'TEt I. FOR EACH ADDITIOiNAL- ELBOW 5USTIRA4T 10'-0 PROM LEi oTH. 2. FL.-tX DUGT3 OF T1415 DIAONE'TER ARE NOT FERMI I I AIT H PANS OF TH S !SIZE. TABL E - 5-5 1PRESCAJ INTIMORATED FORGED AJR SUPPLY DUCT SIZING REOU I RED FLOW (GFM) MINIMUM SMOOTH MINIMUM FLEXIBLE MAXIMUM LENGTH MAXIMUM NUMBER PER TABLE 3 -2 DUCT DIAMETER CULT DIAMETER I OF ELBOAS 2 50 -60 6 INCH '1 iNGH 20 3 60 -125 1 1 NCH 6 INCH 20 3 I i5-iT3 6 I NCH 10 INCH 20 3 110 -240 q 1 w_1H 11 INCH NOTE, I. FOR LENGTHS OVER 20 FEET INGiREA91E DUCT DIANEMR t INGM: 2. FOR ELBOW5 NJMElmiRllNS MiOi M THAN 5 INGRLAJE OC16T D - 1 INGif 7� FIREPLACES p AEI. MA30T wy FIRL'PLACES AND CHIM115EY5 SHALL BE GONE TED TO COWORM TO NJ. sWPL.IC,MU PORTIONS Of THE UNIFORM BUILDING, CODE THE UNIFORM MECHANICAL CODE. FLUE L i NER M I N I MTUM, 5/0" FIRE CLA`t' (OR I VAI..E'NT) PER VG B . AS FLUE ARE PER UBG. C f1MRNEYS SHALL SUPPORT ONLY T IM OM AMISHT MJMS SPECIFICALLY DE816AED TO SUPPORT ADDITIONAL LOADS. ALL PIREMA41ES SMALL BE PROVIDED W!v4 TIGHTLY PITTING, FLUE DAMIRIM'S, OPERATED WITH A }RE".ADILY ACX415518LE MANUAL OR AUTOMATIC CONTROL, AND AN OUTSIDE SOURCE OF COMBUSTION AIR MINIMUM DUCT SIZE OF b" SQUARE INCHES IN AREAS PR0VIDCD WITH READILY A 4COSIBL..E DAMPER LOCATED IN FRONT PART OF FIREBOX. FREPA EMCATED FIREPL-AGES, GNIMI EYS, AW RELATED CO PON119 T'S TO BEAR U.L. OR I.CBO. '.DEAL OF APPROVAL AND TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. HEARTHS SHALL. EXTEND 20 (MIN) IN FRONT OF AND 12" ('MIN.) 150YOND EAC.44 SIDE Ofn FIREPLACE OPENIN&S. FIRO SMALL BE PROVIDED WITH TI ONTLY F I TTI N& &L A:S5 OR META>oL. DOORS. REVISION NO.� X04 - O�l'7 ;tE CENEC AM 2 8 700 .. 4ft*W r W as �r lwtq� CL I Lj J �� ajst:�fwg �IXN ja (j� zN �aF�- � r la.Z� W W� z !n uj 8 $ a:U rg OC WU aC0< w <crw9crz Q-7Lj o u W cn 3�w W W '' =, U 4 N Q 8� 3 u. $ fi g u .1i; Ce 0 tf N N C. z Z � W W W :D U W FLU- O J � o N Lh j � 1 Z I� IL OL V) jRAW4 9Y: OAT: MOA IiA6 1q a :V19E0 8Y: YATE: TAS 6 /24/0 MM 6/2 LAMM Jos NUMBM 04 -608 etiA ,`P ti_VAEp 040508 A t ..... ... ♦.. ,. ....+..•nr�. SAM. +..Mr..Lwn�,J►.rra+- .... -.. ..- .t►:�%�.►� � +3r nK. .rt1. ':'• �`h' Y .. a. �.M..�.s ... _ �...�.� .r , M . . #. �.. ..♦ r 2 0 FOR 1 THAT EXCEED 8 BEDROOM, INCREASE THE MINIMMJM REGMJIREMEtNT LISTEN TOR 8 19EC ROOMS BY AN ADDITIONAL 1 5 CPM PER BEt ROOM. THE MAXIMMJM GPM IS EMAL TO I.5 TIMES TFE MINIMUM. TABLE 3 -3 j . PT1VE EA4AUST DUCT SIZING, I MF , 0 27�"A r-j4*AA NAL-1. 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SIDE f ..... - .... _ Z 2 X 4 CLEAT EACH SIDE Y ..� '•� r , �-• r. ► _ _ _ BOTTOM OF BEAM 6 o� ALL r _ '�„ Cr G ';p. G - z (2) Ibd EA. SIDE l2 ! w 1 "rW �° 2 I N P. T. POST PER PLAN r 1 re X d viok6i J Tlz S5 = () 5 MP�.�O A24 OG �1,/► L �' T ,�, r, FRAMING ANCHO b MIL. BLACK V. B. • [�� -;-� - �, - L T'Mcj Fi.l� �&Aj�IIJA 1.C. • EACH P05T 3/4 1e T - P' o T IVATs f , ' GAS. ;><� Fa,4a. � �� �- �' —I • — —I I �-�. -- f aG 2) �•4 BAR CONTINUOUS il -- - --- I �r-- 414- I r �v�- -� j � G t I SCALE . 1' - I' -O i OL i l I � 14 I FONT I NUOU5 FOOTIN6 NOTE: SPAG'N6 SETIIIII[ INTERMED! A?� GUARDRAIL MEMBERS TO BE SUCH T�-A" 1 114" DIA MIN. - -•� A 5P~ERE OF 4" DIA. 5H.ALL NOT PA55 '' THR H ANY OPEN! NG HANDRA I L, CONT. ; FOR OF S ULL LEN6TH BALUSTERS TO GONFOR!-1 TO UBG 5EC.. 1003.3.3 ENDS R. OF HANDAIL5 -_ _ _ TO RETURN TO �es.�r,� � d� �a Y�IAi_L PER JBG n 1406 A 4 U M G '� 2 5 SLOPED 1 � S'T' &U I QUAL ��, • ••.••..IS1 )RAW% BY: DATE: I m - f 0 00 � � •• tom, ' ti MOA I I/Ibia i q ti r t qF K}� i O + � ci � Ti Z •• : r r '•4A`S 'rV *u Pr p/►TE: BEAM ' P -R PLAN dJ / I a MIN. ► • ^ -•`� • TREAD � A r , '. MM 6/24/0 BELOW! STAI INSTALL 5,/8" t_ ? .. • �' C LMERAL AS NlJIr K* TYPE 'X' G.W.B. (2) LA*"ER5 04 - 606 N ly m • GEILI'N6, (1) LAYER ® WALL5 ' • ^ (9) 2 X 12 STR ; NGERS Of 2 T � Ibd • x4 THRUS wft wo �LoGK JUN 2 9 FIRE BLOCK N6 i MID -'SPAN RECEIVED (3) 5d TOE NA!L STRINGER AS WED TO THRUST BLOCK JUN 2 81004 -- s` rr _v? ti _ vg� •? - JOIST OR BLOCKING • FLOOR BELOW NOT T ALE ONELO�P�MT 16 IN TERIOR STAIR I� IS 7A IIlI A p 040508 P-6" TYP. 12" STFciCTURAL OVER - HAN6 r`/ 6" FASCIA EXTINTION. EAVES NOT TO EXCEED 16" INTO SETBAC,<. TYP. • �rrf +A i p" �.44 ;� II TOP PL I � ' � " rV..IV VE MAIN FLOOR D.5. .,, .. TOP PLATE • TOP PLATE • d LL • �t �. •. ,q I6' -5" ABOVE & -I I' ABOVE ,,.,.,,,. C) a '" ia..Y•...� ��T�, `► 'MAIN FLOOR MAIN FLOOR vj in ®BAY ONLY ROOF F R A I*vl I N Cum; f • T ROOF FRAMING NOTE5: 1. CONTRACTOR SHALL NER'r-Y ALL NOTES, DIMENSIONS `�• DEEP SEAT OUT AL:. RAFTERS TO MATCH TRUft HEEL. 4 CONDITIONS PRIOR TO CONSTRUCTION. 8. r NDIGA'1t5 POINT LOAD SUPPORTED 19Y (2) STUDS, U.N.D. 2. ALL BEAMS t +HEADERS TO BE 4x10 DF02 • 2x4 WALLS i q. INSTALL - SHEAR WALL' S 4 !OR BLOCKING IN ROOF STRUCTURE bxb DF�2 OR 4x10 DF�2 • :2x& WALLS, U.N.O. BEFORE I =NS FINISH ROOFING. S. PROVIDE VENTED BLOCKING OVER SUPPORTS. 10. WE SHE ET I # POR ADDITIONAL NOTF5. 4. BEARING WALLS ARE SHADED. 11. SEE SHEET 2 FOR ROOF VENTILATION CALCULATION. $. WINDOW HEADERS • 6- ABOVE FINISHED FLOOR • MAIN FLOOR, U.N.D. WINDOW HEADERS • b' -10" ABOVE FINISHED FLOOR 0 UPPER FLOOR, U.N.O. ALL TRUSSES - - r SHALL CARRY MANUFACTURER'S STAMP 5HALL BE INSTALLED 4 BRACED TO MANUFACTURER'S SPECIFICATIONS SHALL HAVE DE516N DETAILS 4 DRAWINGS ON SITE FOR FRAMING INSPECTION SHALL NOT BE FIELD ALTERED WITHOUT PRIOR DUI LD I N6 DEPARTMENT APPROVAL OF ENGINEERIN6 CALCULATIONS 410 D 2 _� _ _ � - 4x 10 D'F� � _ „♦ 'Q - 1 "x14' FOUNDATION VENT. (10 REO'D) OWN- 14 PROVIDE MIN. 18 "x24" CRAWL SPACE ACCESS x INSULATE 4 WEATHER STRIP / "m G 4 co- 4 dta. "CONC. 3 GONG. STOOP vow III F BOLLARD I. j I 5LA5 ON GRADE_ I 4" CONCRETE SLAB OVER R 3 r I b MIL. BLACK V.B. OVER 4" GRANULAR FI �••� aY I SLOPE 4 TO O.H. 6ARASE DOORS I I Few= sum I LINE OF THICKENED SLAB I — — LINE OF CONT. FOOTING I I EDGE OF SLAB 5 4 LL ­ftj . TYPICAL MUD —SILL P.T 2x6 YV W O x 10" A. BOLT • 24 O.G. YV 2x2 x5 /I6 PLATE INASHER • &R1 DS A 4 Co P.T. 5x6 YV/ %" 0 x 12 A. BOLTS • 12 O.G. IN O WIM%WIW 10 vi C) fr+ 1* •_ r s U j ��•.� C.0 �'��� ., ♦ r •+r Mi w••'' •.• 7.' e+.ti►+ • M Yrr..4MurHr.1•.. .w'ti ... .�.,. -• I .Olrti�' .rr+�, r..... .. M.... ��.�.r . � .�.r► .. . «—.• . M.w. w- - .. •.. - .... ... . � ... .. 4 ... .. � ... . �- ,�, . _ ... - � .. ... .. - - aymeOL 'MOL DOM TY*E NO AMOUNT'S NAIL S I MPSON STH0 (4) TOTAL. ,. Q r 1 a ' 4x8 HEADER BELOW , i C\l W/ vlo 55T528 A. BOLT (6) TOTAL. 17ES OVATION OR PER SECTION 6/3. WOW ' I in 4x8 DFO2 4x4 P05T DOWN TO BEAM BELOW INSTALL BETWEEN WALL5 OR WRAP TO FRAMING, I vor- 2xb RAFTERS '►; 6d } u 4" co n r b" 3 � 6' w 210 (n .,,,• 4 3 � YES ES 310 TOP PLATE s 11'-0" ABOVE 8d 3 MAIN FLOOR ,YES , 400 2 -3 8d 3 12" 3" .� YES 800 SI•EAR WALL NOTWs 1. 62- GY SUM WALLBOARD TWO SIDES. PI-1/16 A.P.A. RATED PLYWOOD OR ORIENTATED STRAND BOARD (O.SB) ON ONE SIDE OF WALL. W . P2- "7/I6 A.P.A. RATED PLYWOOD OR ORIENTATED STRAND BOARD ' 0.5.5a ON EACH SIDE OF WALL. 2. FOR PI -3 4 P2 -3 SHEAR WALLS USE 3x STUDS AT ADJOINING PANEL EDGES. T� 3. NAILS SHALL BE 8d COMMON _ 4. WHERE PLYWOOD 15 2 SIDES OF WALL, JOINTS SHALL FALL ON - SEPERATE 57UD5 EACH SIDE. • _.rte 5. ALL PANEL EDGES BLOCKED WITH 2 -INCH NOMINAL FRAMING FOR P14 4 PI-4 SHEAR WALLS, PI -3 AND P2 -3 SHEAR WALLS REQUIRE Sx FRAMING MEMBERS AT PANEL EDGES. INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY FOR PLYWOOD OR A.P.A. RATED SHEATHING, GYPSUM SHEAR WALLS SHALL BE INSTALLED WITH THE SHEETS RUNNING HORIZONTALLY. SPACE NAILS • 12 INCHES ON CENTER • INTERMEDIATE SUPPORTS. *o ""A' . , I I A MAXI MUM OF 24 INCHES ON CENTER. 3/4" DIAMETER AW..+M " t t: •' CENTER. PLATE WASHERS ON ANCHOR BOLTS SHALL BE 2x2 BY 3/16. 1. REFER TO PLANS AND SECTIONS FOR ANCHOR BOLT SIZES, SPACING, PLATES NAILING ETC. te i D.5. .,, .. TOP PLATE • TOP PLATE • d LL • �t �. •. ,q I6' -5" ABOVE & -I I' ABOVE ,,.,.,,,. C) a '" ia..Y•...� ��T�, `► 'MAIN FLOOR MAIN FLOOR vj in ®BAY ONLY ROOF F R A I*vl I N Cum; f • T ROOF FRAMING NOTE5: 1. CONTRACTOR SHALL NER'r-Y ALL NOTES, DIMENSIONS `�• DEEP SEAT OUT AL:. RAFTERS TO MATCH TRUft HEEL. 4 CONDITIONS PRIOR TO CONSTRUCTION. 8. r NDIGA'1t5 POINT LOAD SUPPORTED 19Y (2) STUDS, U.N.D. 2. ALL BEAMS t +HEADERS TO BE 4x10 DF02 • 2x4 WALLS i q. INSTALL - SHEAR WALL' S 4 !OR BLOCKING IN ROOF STRUCTURE bxb DF�2 OR 4x10 DF�2 • :2x& WALLS, U.N.O. BEFORE I =NS FINISH ROOFING. S. PROVIDE VENTED BLOCKING OVER SUPPORTS. 10. WE SHE ET I # POR ADDITIONAL NOTF5. 4. BEARING WALLS ARE SHADED. 11. SEE SHEET 2 FOR ROOF VENTILATION CALCULATION. $. WINDOW HEADERS • 6- ABOVE FINISHED FLOOR • MAIN FLOOR, U.N.D. WINDOW HEADERS • b' -10" ABOVE FINISHED FLOOR 0 UPPER FLOOR, U.N.O. ALL TRUSSES - - r SHALL CARRY MANUFACTURER'S STAMP 5HALL BE INSTALLED 4 BRACED TO MANUFACTURER'S SPECIFICATIONS SHALL HAVE DE516N DETAILS 4 DRAWINGS ON SITE FOR FRAMING INSPECTION SHALL NOT BE FIELD ALTERED WITHOUT PRIOR DUI LD I N6 DEPARTMENT APPROVAL OF ENGINEERIN6 CALCULATIONS 410 D 2 _� _ _ � - 4x 10 D'F� � _ „♦ 'Q - 1 "x14' FOUNDATION VENT. (10 REO'D) OWN- 14 PROVIDE MIN. 18 "x24" CRAWL SPACE ACCESS x INSULATE 4 WEATHER STRIP / "m G 4 co- 4 dta. "CONC. 3 GONG. STOOP vow III F BOLLARD I. j I 5LA5 ON GRADE_ I 4" CONCRETE SLAB OVER R 3 r I b MIL. BLACK V.B. OVER 4" GRANULAR FI �••� aY I SLOPE 4 TO O.H. 6ARASE DOORS I I Few= sum I LINE OF THICKENED SLAB I — — LINE OF CONT. FOOTING I I EDGE OF SLAB 5 4 LL ­ftj . TYPICAL MUD —SILL P.T 2x6 YV W O x 10" A. BOLT • 24 O.G. YV 2x2 x5 /I6 PLATE INASHER • &R1 DS A 4 Co P.T. 5x6 YV/ %" 0 x 12 A. BOLTS • 12 O.G. IN O WIM%WIW 10 vi C) fr+ 1* •_ r s U j ��•.� C.0 �'��� ., ♦ r •+r Mi w••'' •.• 7.' e+.ti►+ • M Yrr..4MurHr.1•.. .w'ti ... .�.,. -• I .Olrti�' .rr+�, r..... .. M.... ��.�.r . � .�.r► .. . «—.• . M.w. w- - .. •.. - .... ... . � ... .. 4 ... .. � ... . �- ,�, . _ ... - � .. ... .. - - W d = N F— Q � Z � • 4 GONG. SLAB ' s 136 11 x36" MIN • ' ' CONC. STOOP o s. . p.5 • . 0RA6L. SPACE IL 6 MIL. $LACK V.B. , 41-0' 4 1_ 0 . 4 1„ 0 11 2 ' -6 10 I 44 10 DF2 } V 4x4 PT. POST f. 4" GONG. PAD y 36 11 x36" MIN. !' - 21• 3 1 , — ^�� +31_011 51 21.40 �1� —L" aymeOL 'MOL DOM TY*E NO AMOUNT'S NAIL S I MPSON STH0 (4) TOTAL. ,. Q r 1 US (38) 16d NAILS ' 4x8 HEADER BELOW , i C\l W/ vlo 55T528 A. BOLT (6) TOTAL. 17ES OVATION OR PER SECTION 6/3. WOW ' I in 4x8 DFO2 4x4 P05T DOWN TO BEAM BELOW INSTALL BETWEEN WALL5 OR WRAP TO FRAMING, RIDGE 2xb RAFTERS '►; 6d 4" u 4" co n 8d b" co 6' YES 210 (n .,,,• 4 3 � YES ES 310 TOP PLATE s 11'-0" ABOVE 8d 3 MAIN FLOOR W d = N F— Q � Z � • 4 GONG. SLAB ' s 136 11 x36" MIN • ' ' CONC. STOOP o s. . p.5 • . 0RA6L. SPACE IL 6 MIL. $LACK V.B. , 41-0' 4 1_ 0 . 4 1„ 0 11 2 ' -6 10 I 44 10 DF2 } V 4x4 PT. POST f. 4" GONG. PAD y 36 11 x36" MIN. !' - 21• 3 1 , — ^�� +31_011 51 21.40 �1� —L" ENTRY ROOF FRAMI of - SCALE: V 4 " e 1' - 0 " t ZD LATERAL RESTRAINT HAPUKARE aymeOL 'MOL DOM TY*E NO AMOUNT'S NAIL S I MPSON STH0 (4) TOTAL. ,. Q r 1 US (38) 16d NAILS ' 4x8 HEADER BELOW , NAIL W/ vlo 55T528 A. BOLT (6) TOTAL. 17ES OVATION OR PER SECTION 6/3. WOW ' I in 4x8 DFO2 4x4 P05T DOWN TO BEAM BELOW INSTALL BETWEEN WALL5 OR WRAP TO FRAMING, RIDGE 2xb RAFTERS '►; 6d 4" u 4" • 24" O.G. n 8d b" 12" 6' YES 210 BOTTOM OF HEADER • V'- f " ABOVE MAIN FLOOR .,,,• 4 12" " YES ES 310 PI -3 8d 3 12 " ,YES , 400 2 -3 8d 3 12" 3" .� YES ENTRY ROOF FRAMI of - SCALE: V 4 " e 1' - 0 " t ZD LATERAL RESTRAINT HAPUKARE aymeOL 'MOL DOM TY*E NO AMOUNT'S NAIL S I MPSON STH0 (4) TOTAL. ,. Q INSTALL 1-1/2" FROM CORNERS OR ROUGH OPEN I N65, US (38) 16d NAILS BLOGKI NO SIMP50N HDIOA ON bxb COL. (b) TOTAL. NAIL W/ vlo 55T528 A. BOLT (6) TOTAL. 17ES OVATION OR PER SECTION 6/3. WOW SIMP50N C516x48 (14) TOTAL. PLATE INSTALL BETWEEN WALL5 OR WRAP TO FRAMING, 62 -4 SHEAR. PSALL SCHEDULE NAIL SP ACANd TOIP/DO'TTOM BLOGKI NO SEAR WAIL NAIL HIM - iPt 02 17ES OVATION SIZE WOW STUD'.' PLATE I EW111tw 62 -4 6d 4" 4 4" PI -6 8d b" 12" 6' YES 210 PI -4 8d 4 12" " YES ES 310 PI -3 8d 3 12 " ,YES , 400 2 -3 8d 3 12" 3" .� YES 800 SI•EAR WALL NOTWs 1. 62- GY SUM WALLBOARD TWO SIDES. PI-1/16 A.P.A. RATED PLYWOOD OR ORIENTATED STRAND BOARD (O.SB) ON ONE SIDE OF WALL. W . P2- "7/I6 A.P.A. RATED PLYWOOD OR ORIENTATED STRAND BOARD ' 0.5.5a ON EACH SIDE OF WALL. 2. FOR PI -3 4 P2 -3 SHEAR WALLS USE 3x STUDS AT ADJOINING PANEL EDGES. T� 3. NAILS SHALL BE 8d COMMON _ 4. WHERE PLYWOOD 15 2 SIDES OF WALL, JOINTS SHALL FALL ON - SEPERATE 57UD5 EACH SIDE. • _.rte 5. ALL PANEL EDGES BLOCKED WITH 2 -INCH NOMINAL FRAMING FOR P14 4 PI-4 SHEAR WALLS, PI -3 AND P2 -3 SHEAR WALLS REQUIRE Sx FRAMING MEMBERS AT PANEL EDGES. INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY FOR PLYWOOD OR A.P.A. RATED SHEATHING, GYPSUM SHEAR WALLS SHALL BE INSTALLED WITH THE SHEETS RUNNING HORIZONTALLY. SPACE NAILS • 12 INCHES ON CENTER • INTERMEDIATE SUPPORTS. *o ""A' . , 6. 5/8" DIAMETER ANC+IOR BOLTS SHALL BE 10 INCHES LONG SPADED A MAXI MUM OF 24 INCHES ON CENTER. 3/4" DIAMETER AW..+M VOLTS SHALL BE 12 INC+_5 LONG SPACED A MAXIMUM OF 24 INCHES ON CENTER. PLATE WASHERS ON ANCHOR BOLTS SHALL BE 2x2 BY 3/16. 1. REFER TO PLANS AND SECTIONS FOR ANCHOR BOLT SIZES, SPACING, PLATES NAILING ETC. A ..... 4.«i,� 5 `.. 17 5 "j ....•. .� LRP LRP Ib' -3" R.O. 1' -IO I/2" ,! " -O" OVERALL 1 `. �. -V • 0 c f) _ _ INV�� UN _ P , - �' S �� DA r+ir, ?i i T aM x F t o c 1'J SCALE: 1/4" = 1'-0" ...' •n+ww. �y��. -, . f'� t •! r.. • di �'.3 •' 1 FOUNDATION NOTEr2: •� ��. ••••H..•'••"�.t, Id IN t SE1 I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS q. WIDE FIRE BLOCKING • ALL PLUMB PENETRATIONS. 4 CONDITIONS PRIOR TO 0ON57RUCTION, t.. 2. ALL FOOTIN&S TO REST ON UNDISTURBED SOIL. 10• SOFFIT, VENT, t INSULATE CANTILEVERED AREAS. 13. ALL WOOD IN CONTACT WITH GONG, TO BE PRESSURE TREATED, 11 • 1N5TALL S IMP50N GONG, TO WOOD HOLDOWNS Ilo5• FROM CORNERS 4 K NOON ROUGH OPENI N65, AL50 SEE MANUFACTURER'S SPECS. 4. ALL FLOOR J015T5 TO BE 2x16 HF02 • 16" ON CENTER �• STEP FOUNDATION PER SITE CONDITIONS. UNLESS NOTED OTHERWISE (U.N.0). V. ALL BEAMS 4 HEADERS TO BE 4x10 DF *2 • 2x4 WALLS • 13• 2.000 P.S.F. ASSUMED SOIL BEARING CAPACITY SHALL Yr �E VERIFIED IN FIELD. %,.*- �PP'R T RE CEIVE[) bxb DF�2 OR 4x10 DF »2 • 2xb ALLS U.N.O. O�� 6. POSTS TO BE P.T. 4x4 OF *2 4 P.T. 4x6 DF *2 • BEAM JOINTS, U.N.O. 14- SEE SHEET I FOR ADDITIONAL NOTES. ~7, N INDICATES POINT LOAD SUPPORTED BY (2) STUDS, U.N.O. 15. SEE SHEET 2 FOR FOUNDATION VENTILATION CALCULATION. AN T 9 04 AM 2 $ 200 6. PROVIDE SOLID BLOCKING OVER SUPPORTS. 4 . VTV:�V d ` ,,,• ..: ... ... ..:. .. a ..... _w r. .: _. « .. ' „ 1 ,... .. .-. .. .,� r ..f .'d.i •'•.'r .'�: /. �. . ~...� .'{r ^. - +•.�..�rilf n- ••-e.. r wt. N. � w }r• . �..w . ., O Q N 20 1 -0" LA [)1 E:R FLOOR N w�.., 0011- , SCALE: 1 /411 = I .. .A AW " w I � f d" 0 F ooft PMM%l < C ,, SHEAR HALL SCHEDULE s HO I Y AND AMOUN'T5 NAIL SPA 1NO ,❑ INSTALL 1-1/2" FROM CORNERS OR ROUGH OPENINGS, UNFINISHED AREA: TOP/BOTTOM EIL.OG QN6 SHEAR WALL NAIL HCM -fIR 02 DESIGNATION size EP6t5 STUDS PLATE ptew RE°D M/Ir'T• 62 -4 6d 4' 4 4" O PI- 8d b' 12 6" YE5 210 PI-4 8d ' 12 4 YE5 1 310 PI -3 8d 3' 12 3" YES 400 P2 -3 8d 3' I 3" YES 800 *CAR WAIL NOMM 1. 62- GYPSUM WALLBOARD TWO SIDES. PI-1 A.P.A. RATED PLYWOOD OR ORIENTAT :b'STRAND BOARD (0.5BJ ON ONE SIDE OF WALL. :, -• T - ' ?2- 1 /I6 A.P.A. RATED PLYWOOD OR ORIENTATED STRAND BOARD x(0.5.8) ON EACH SIDE OF WALL. � 2 . FOR PI -3 t P2 -3 SHEAR WALLS USE 3x AT ADJOINING PANEL B. NAILS SHALL BE 8d GONMION *,•.. s/ 4. WHERE PLYWOOD 15 2 SIDES OF WALL, JOINTS SHALL FALL ON 5 EP'ERA TE STUDS EACH SIDE. - ' S• AL PANEL EDGES BLOCKED WITH 246H NOMINAL FRAMING FOR ! PI-6 Z PI -4 SHEAR WALLS, PI -3 AND P2 -3 SHEAR WALLS REMIRE 3x FRAMING MEMBERS AT PANEL EDGES. INSTAL PANELS EITHER HORIZONTALLY OR VERTICALLY FOR PLYWOOD OR A.P.A. RATED 4 SHEATHING, 6YFw" SHEAR MALLS SHALL BE INSTALLED WITH THE 54 TS RUNNING HORIZONTALLY. SPACE NAILS • 12 INCHES ON CENTER a INTERMEDIATE SUPPORTS. - A 6. 5/8' DIAMETER ANCHOR BOLTS SHALL BE 10 INCHES LONG SPACED A MAXIMUM OF 24 INCHES ON CENTER. 3/4" DIAMETER ANCHOR 80LT5 SHALL BE 12 INCHES LONG SPACED A MAXIMUM OF 24 INCHES ON CENTER. PLATE WASHIER5 ON ANCHOR BOLTS SHALL BE 2x2 BY 3/16. 7. REFER TO PLANS AND SECTIONS FOR ANCHOR BOLT 51 ZE5, 5PAG I N6, PLATES NAILING ETC. _._. _ I U. LATERAL HARONARE s HO I Y AND AMOUN'T5 , .. .. -. .- - ,. ..... ._ . ... ... ... � ., . _ •-- . _ ..� ... SIMP50N 5TH014 (4) TOTAL. ,❑ INSTALL 1-1/2" FROM CORNERS OR ROUGH OPENINGS, UNFINISHED AREA: USE (38) I6d NAILS. 0 SIMP50N HDIOA ON 6x6 COL. W TOTAL. jz U W/ 'fib "b 5STB28 A. BOLT (6) TOTAL. Y? p E a OR PER SECTION 6/3. lAJ a W u p SIMP50N C9I6x48 (14) TOTAL. 4 INSTALL BETWEEN WALL5 OR WRAP TO FRAMI N S, .. b& 1T1Vg1!�ra1♦+ 2q.:..�rs:vsa►W+ e• d.._ ... nw..a►w1.i...r.wr..ca'.s. y „i..b i . . a +e1:.. �. . ..-rte ..» �. .. �Mn�•� +�. rv..h - .A.r . .�.. _ .. ... , .. .. -. .- - ,. ..... ._ . ... ... ... � ., . _ •-- . _ ..� ... 41 S.F. I im UNFINISHED AREA: O S.F. 0 415 S.F. jz U <.3 Y? p E a 0 N Z (A 88 ;z lAJ a W u p 15 'jw 6vvs!v a F- N2 o u z N aO 11 -1 Q oQLiir- 0 a� -- QU yiE ooK�u fLzui 2 LAJ >u. aLQi . t F-mm N (� U W W LJL J U • � R aplow u h 41NOW" ;F a. Z Z U. W > O _' 4 _ O z ui NJ " /! V f owl" '' . 1�.•1� � +gip.. vs ao ul a A Ui .. b& 1T1Vg1!�ra1♦+ 2q.:..�rs:vsa►W+ e• d.._ ... nw..a►w1.i...r.wr..ca'.s. y „i..b i . . a +e1:.. �. . ..-rte ..» �. .. �Mn�•� +�. rv..h - .A.r . .�.. _ .. ... , .. .. -. .- - ,. ..... ._ . ... ... ... � ., . _ •-- . _ ..� ... 41 S.F. I IblO S.F. UNFINISHED AREA: a a 0 U � Q r� �X STAM f ftIVr �NF'"uCT, • O ' • r..'~ f Tyr t � J a i AREA I;q i . , 1 1 ` f 41 S.F. I IblO S.F. UNFINISHED AREA: O S.F. bARAbE: 415 S.F. jz U <.3 Y? p E a 0 N Z (A 88 ;z lAJ a W u p 15 'jw 6vvs!v a F- N2 o u z N aO 11 -1 Q oQLiir- 0 a� -- QU yiE ooK�u fLzui 2 LAJ >u. aLQi . t N (� U W W LJL J U N oc o mr u h O 5 � a N � 0 N Z Q � Z Z U. W > O _' 4 _ O z (D " /! Lib y vs ao ul a i IL OL DRAW BY: DATE: MOA II /Ib /q REVISED BY: WE: TA5 6/241 _Ar;RA, B IATF MM !x/24/0 LATERAL Jn WBE0. 04 -60✓ AN* JOB %jUNBER 040508 t 5 . z . �X STAM f ftIVr �NF'"uCT, • O ' • r..'~ f Tyr t � J a i AREA I;q i . , 1 1 ` f 41 S.F. TOTAL FIW9FM AREAS �X STAM f ftIVr �NF'"uCT, • O ' • r..'~ f Tyr t � J a i AREA I;q MAIN FLOOR: a— 6q3 5.F. UPPER FLOOR: 41 S.F. TOTAL FIW9FM AREAS IblO S.F. UNFINISHED AREA: O S.F. bARAbE: 415 S.F. FLOOR PLAN NOTES: .. 1. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 10. 'PROVIDE FIRE BLOCK I N6 • ALL PLUMB I N6 PENETRATIONS. 4 CONDITIONS PRIOR TO CONSTRUCTION. II. 'PROVIDE SOLID BLOGKIN6 OVER SUPPORTS. 2. ALL FLOOR JO I STS TO BE 2x 10 HF #2 a 16' ON CENTER 12. SMOKE DETECTORS: UNLESS NOTED OTHERWISE (U.N.O ) . SHALL BE 110 V I NTERGONNECTED W/ BATTERY BACKUP S. EXTERIOR WALLS TO BE 2x6 STUDS • 16" D.G. U.N.O. SHALL BE INSTALLED ON EACH FLOOR AND IN ALL BEDROOMS SHALL BE INSTALLED IN EACH LOCATION WHERE THERE 19 A 4. ALL BEAMS t HEADERS TO BE 4x10 DF02 • 2x4 WALL•'S ; CEILING CHANGE OREATER THAN 24" 6x8 DF #2 OR 4x I O DF *2 • 2x6 WALL5 U.N.O. 19. SEE SHEET I FOR ADDITIONAL NOTES RECEIVED S. POSTS TO BE P.T. 4x4 DF #2 i P.T. 4xb DF02 • BEAM .JOINTS, U.N.O. 14. 5EE SHEET 2 FOR VENTILATION OPMEPUUl;I IA b. IN INDICATES POINT LOAD ..SUPPORTED BY (2) STUDS, U.N.O. A�'r'Mty�t.IJ -JUN 2 8 2 "T. hINDOWS 4 DOORS ARE SHOM t NOTED AS NOMINAL SIZES. OI� 6 • INSTALL 51Nn°C�ON GONG. TO WOOD HOLDOYWS 1 FROM CORNERS �uN Z 9 M4 4 MINDOW ROUGH OPENINSS, ALSO SEE MANUFAC'TURER'S SPECS. AS W)" 0 ALL I^IODD IN GONTAGT NIITM GOING TD MAX P W& W TREATED 15I q „ A'-All A'-I% 5 1 - 41, ri . W-400 tow o X q4 r,Wmow '� .0 20' -0" OVERALL NJ MA N FLOOR FLAN SCALE: 1/4" s I' -O" U �~ U \ t 4 % l� i r, 'A 1:F a�Vf< W jz U Y? p E a 0 N Z (A 88 ;z lAJ a W u p 15 'jw 6vvs!v a F- N2 o z N aO 11 -1 Q oQLiir- 0 a� -- QU yiE ooK�u fLzui 2 LAJ >u. aLQi . t N (� U W W LJL J U N oc o mr u h O 5 � a N � 0 N Z Q � Z Z U. W > O _' 4 _ O z 4 Lib y vs ao i IL OL DRAW BY: DATE: MOA II /Ib /q REVISED BY: WE: TA5 6/241 _Ar;RA, B IATF MM !x/24/0 LATERAL Jn WBE0. 04 -60✓ AN* JOB %jUNBER 040508 i M1F r i r . y ti i' 1 .. - ....., .. ..-� �.. •. .'t .•, :•• .r. • . ,..,v,�.;j,:. ... •.....w•.:. .•ti•..Ya •i•�11 i�. � aw�arr .. . �. • • - %'7 t��' •��. 4� ••�r •U•i+ti.' . a• •'a+rMllV�"4' nVY uu'n"� w L T VAT,,l ON SCALE: 1 12 "xlb" GABLE 12 END VENT 4-12" 5TRUCTURAL OVER- HANG w/ b" FASCIA EXTI NTI ON. EAVES NOT TO EXCEED 15" INTO SETBACK. TYP. REAR ELE\ ION T' i 1 - 2x8 BARbE 50AR1 Ix2 • 16" O.G. OVE R5 CEDAR PLYWO4 2x6 WINDOW TRIM r 2x4 CORNER 50AF 6" HORIZ. LAP 5101 2x10 TRIM BOARD �S - -a F;� c Q W M. TOP � OF PLATE f I l — --Jim 1 2x4 WINDOW TRIM 11 x6 TRIM BOARD SUBFLOOR TOP OF PLATE IL 11 11 il 11 t f • � ti ) , a , SUBFLOOR ' { i t . FRONT ELE\/ATION SCALE= 1/4" = 1' -0" ELEVATI NOTE5: z } I. 'VERIFY SHEAR WALL NAILING 4 HOLDOWNS PER PLAN 4 SCHEDULE PROM TO I145TALLIN6 5101146. R ; 2. MASONRY t WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER U•B.G. 5102. 5. CAULK ALL EXTERIOR JOINTS 4 PENETRATIONS. r 4. PROVIDE WEATHER STRI PP I N6 4 FLASHI N6 AT ALL DOOR. 4 WINDOWS PER U.B.G. 14022. r 5. PROVIDE 6ALVAN I ZED OR ANODIZED SHEET METAL FLASHING 4 GOUN I ERFLASHIN6 O ALL ROOF PENETRATIONS, CHIMNEYS i SKYLIGHTS. ' 6 • 'PROVIDE GONTI NUOUS 6UTTER5 i DOW145POUT5 • ALL EAVE5, TYP. Y '7. SEE SHEET I FOR ADDITIONAL NOTES. RIGHT E 4 ;i f. L s �d t r' r• ti ii 1 , c. r _*y I CRY OF ARW . �PPR�QVtn i i i JUN 19 21H RECEIVED sum ` • LOP�MT 040508 ��w� �' , r�k + 'rd .\"•'vA+ .. td /ifk,� + ?�WiM ?".6. `JG ..�• b+".,�. .. �.- ...{.,yyb�_ .rr..i: -• ... ,.wr �..+ww• 7...+.+......• «.. «, .•.r-•ww .».. � ..w ••. ..�... .. r.. r... ..... ..w . -...� ....�.. . «. _... .... ... .. � .. _ � .. .. - _ ... . ... .. �. - -. v .. ..� ... ._ . • .�. .. ... «. - , ... - �..•. -..,». -�. - .. a.v - .. .. .... .»- _ _ ... •- •y •� � {•!{�}� y� �^ .. _...... ..... �'.•• .�. .. .. r Fw+ +ter A• q • .-.. - .. • .• . •�+5!N r... ,� r .. ... , .. A.. f. .... „ . • . .. r . r + . «, .+.. � M M�..rr .... . �.+► .•Fr .► a.1 �• .J+NN..«.. •w 4-.i�.aYL.�J..�• •7M ' n� W . A� G�. .Y._ _ _ = 44 >• • �...AiiiMAq/.7 ...r .. . . 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PRIOR TO CONSTRUCTION FOR EACH STRUCTURE BUILT FROM THESE P S f r O o : r W jf THESE PLANS ARE COPYRIGHTED IN ACCORDANCE R ITE T _ _ _ e 2 n ♦` HIT CTS IN. i O 7 , • ~ ■ 18° E. r - NORTHWES D MIN. 3 a . >i ti r N -. r all D < y I , 10 I or Ll L VEST P IFIC I CL.l` V ESI"' PACIFIC INTERNATIONAL c AIN 1 i s, m n � m � m v '7 1``, s Z ED SIITE- L ULTIPLE USE VIM ul r I d I ENS' � A rn n O z ARCtHITECTS tv4OiiTHWEST 1- sSe3 - Co. 0 1 10 "2 -410 0 f1ULTli'LE USA II IR MUL LE U; j id S,l j1 Ni oe z r "� ? * 00 V ✓S aTa �• 3 D d rn r-►�i 10NAli, $ATiOt zD s ' "fl DsI�� N - G T T T G Q A RCHITE�TS 2 n ♦` HIT CTS IN. i O 7 , • ~ ■ 18° E. r - NORTHWES D MIN. 3 a . >i ti r N -. r all D < y I , 10 I or Ll L VEST P IFIC I CL.l` V ESI"' PACIFIC INTERNATIONAL c AIN 1 i s, m n � m � m v '7 1``, s Z ED SIITE- L ULTIPLE USE VIM ul r I d I ENS' � A rn n O z ARCtHITECTS tv4OiiTHWEST 1- sSe3 - Co. 0 1 10 "2 -410 0 f1ULTli'LE USA II IR MUL LE U; j id S,l j1 Ni oe z r "� ? * 00 V ✓S aTa �• 3 D d rn r-►�i 10NAli, $ATiOt c,L - �..ar...:. .. : +.:: .:.: ✓ .•_:...�� _.. t � ..s' - j " ._._ .. _.., ..,� .. ... - '-�'� �'�'r'r��� • _ - _ ..... r+...X.... .'•':'t'.ES:.'.. .. a... - .. a � ..x -:. _ _- ..+.f .. Sn. ast .. - _._ . ��r., .v 74 �i .++�.M,..,r T i .j i* �i .4 "T PACIEI:IC 1'NTERi C L I E it� ; S'lwE LOCATION ! CHORIZEif.I,.SlTE L 10 L zD s ' "fl DsI�� N - G T T T G Q A RCHITE�TS NORTHWEST, NC. PRIOR TO CONSTRUCTION FOR EACH STRUCTURE BUILT FROM THESE P S _ r•ISTERE O o : 9 W THESE PLANS ARE COPYRIGHTED IN ACCORDANCE R ITE T _ _ _ N R T H W E S T WITH FEDERAL STATUTES. REPRODUCTION BY ANY METHOD ALL OR PORTIONS OF THESE PL ANS OR C �.. � a 1 891 5 -1 42ND AVENUE NE SUITE 100 OFFICE: (425) 485 900 WOODINVILLE, WA 98072 FAX: (425) 487 -6585 VARIATIONS THEREOF WITHOUT WRITTEN PERMISS+' FROM ARCHITECTS NORTHWEST. INC. IS STRICTLY P THESE DRAWINGS AND PLANS SE' F OR TH ON THIS SHEET AS INSTRUMENTS OF SERVICE A TON M1610A:2F TOLL FREE: 1-888- 272 -4100 WWW.ARCHITECTSNW.COM ARE, AND SHALL REMAIN, THE PROPERTY OF ARCHITECTS NORTHWEST INC. c,L - �..ar...:. .. : +.:: .:.: ✓ .•_:...�� _.. t � ..s' - j " ._._ .. _.., ..,� .. ... - '-�'� �'�'r'r��� • _ - _ ..... r+...X.... .'•':'t'.ES:.'.. .. a... - .. a � ..x -:. _ _- ..+.f .. Sn. ast .. - _._ . ��r., .v 74 �i .++�.M,..,r T i .j i* �i .4 "T PACIEI:IC 1'NTERi C L I E it� ; S'lwE LOCATION ! CHORIZEif.I,.SlTE L 10 L File: D04 -0047 v 35mm Drawing #1 -2 1 1 4=wj .1+ �. 1 PLAN M1610A2F -0 I i ) .l I __I 1 Inch ,ins 1 ������ ►��l�l► I������ ��I����_ �����I����i����i���������_I��1� ��I �I� w �.. i I Z IIIIS IlI����i I V 1 91 Al i M1� 1r " r 0� 3 1 V N PLAN M1610A2F -0 A V �