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HomeMy WebLinkAboutPermit D04-235 - DOAK HOMES - LOT CDOAK HOMES, LOT B 3565 S 116 ST D04 -235 • • Z '~ W JU 000 W= -1 F- N u. W 0, gQ I• d Z F. Z ui U� O 5 O E-- W Z W U= O Z i C of r�rss Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT Parcel No.: 0733000131 Address: 3565 S 116 ST TUKW Suite No: Tenant: Name: DOAK HOMES - LOT C Address: 3565 S 116 ST, TUKWILA WA Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: Contractoi DOAK HOMES, INC. 11812 26 AV SW, BURIEN WA DARRYLDOAK 11812 26 AV SW, BURIEN WA DOAK HOMES INC. 11917 4TH AVENUE S.W., SEATTLE, WA License No: DOAKHI *092NZ Number: 0 Start Time: Volumes: Cut Start Time: DESCRIPTION OF WORK: NEW 2300 SQ FT SINGLE FAMILY RESIDENCE WITH ATTACHED 416 SQ FT GARAGE. Public Works permitted activities include grading, erosion prevention, 3/4" water meter, Duwamish water service connection fee, roof downspout infiltration. ValVue sewer. Comman Access work under D04-232. Value of Construction: $222,628.80 Type of Fire Protection: N/A Type of Construction: VN Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Flood Control Zone: N Hauling: N Land Altering: Y Landscape Irrigation: N Moving Oversize Load: N Sanitary Side Sewer: N Sewer Main Extension: N Storm Drainage: Y Street Use: N Water Main Extension: N Permit Number: Issue Date: Permit Expires On: Phone: D04 -235 12/06/2004 06/04/2005 Phone: 206 372 -2280 Phone: 206 246 -6587 Expiration Date: 08/08/2005 Fees Collected: $9,947.65 Uniform Building Code Edition: 1997 Occupancy per UBC: 7 40 c.y. Size (Inches): 0 End Time: Fill 40 c.y. End Time: Private: Public: Profit: N Non - Profit: N Private: Public: doc: Devperm D04 -235 Printed: 12 -06 -2 Z Z oC 2 D UO N CO W J = f- S2 LL w 9_j U_ ¢ CO) D = a �w Z H HO Z F_ w w U O- 0 F_ wW u" O. .Z W U= O~ Z " City of Tukwila Department of Community Development 6300 Southcenter BL, Suite 100 Tukwila, WA 98188 (206) 431-3670 Water Meter: Y z Continued Next Page Z D. 00 co III UJI S2 LL O. Ei LL CY U z F- 0 z a 5 D 0 0 co 0 F- LILI U j F- z CO 3: F- doc: Devperm D04-235 Printed: 12-06-2004 City of Tukwila i9p8 Permit Center Authorized Signature: Date: l•� �G y 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. Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Z s~ W o � 3 U. UO CO 0 CO =. �LL W O LL ? CO :3 =W Z rr— I— O Z F— W Uj Dp U ' O CO o H- WW LL .. Z W U= O F- Z The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: Date: �2 ` '1�^ Print Name: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: Devperm D04 -235 Printed: 12 -06 -2004 ��� ' City o f Tukwl l a Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: Address: Suite No: Tenant: 0733000131 3565 S 116 ST TUKW DOAK HOMES - LOT C 1: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** Permit Number: Status: Applied Date: Issue Date: D04 -235 ISSUED 06/30/2004 12/06/2004 2 The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 3: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 4: ** *BUILDING DEPARTMENT CONDITIONS * ** 5: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 6: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 7: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 8: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 9: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 10: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 11: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 12: All wood to remain in placed concrete shall be treated wood. 13: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 14: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be doc: Conditions D04 -235 Printed: 12 -06 -2004 Z ~ w � D UO U co W J X CO L wO UQ co = HUJI z f- O Z �5 U� ON 0H wW LLO ..z w U O Z City of Tukwila 19C0 � Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 obtained at City Hall in the office of the City Clerk, Z 15: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the ? w International Building Code and the Washington State Ventilation and Indoor Air Quality Code. D 16: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances _3 U shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, (0 w bathrooms, toilet rooms, storage closets, surgical rooms. W = _� 17: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE LL UJ 0 GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. �Q 18: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall N Y a be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum W distance of 4- inches shall be maintained above the controls with the strapping. ? 19: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of t— O Uj LU Public Health - Seattle and King County (206/296- 4932). v o 20: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department ON C1 of Labor and Industries (206/248- 6630). W W U ~O 21: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, U_ any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits z W presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila U co shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the 0 Building Official from requiring the correction of errors in the construction documents and other data. Z 22: ** *FIRE DEPARTMENT CONDITIONS * ** 23: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 24: Address to be posted at S.116th St. 25: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. * *continued on next page ** doc: Conditions D04 -235 Printed: 12 -06 -2004 ' .: d. n�<..„... �a._,.. L.«.irl.e:u,..:.:.. »..1....C ., i....c. :. . .: `.. ».. ....:.a: 3._ 4a.uc::.�Nid:.��c�t� t7uicd:W�' Kett xut�tYra'{w`ti� ��. - +�•L` i i f City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: "_ rL Date: l �_ Print Name: doc: Conditions D04 -235 Printed: 12 -06 -2004 z oc � D. 00 CO W �o LLJ_ H �w wO U-? 2 =w 1 z F-- w w U� �. 0—. W W U O .z W U =: O z cit Ut , Tukwila S teven M. Mullet, Mayor t f fry ,.... ..ir., - o 2 Departineitt of Public Works James F. Morrow, P.E., Director _r G� 6300 Southcenter Boulevard, Suite #100 N 2 Tukwila, Washington 98188 f Phone: 206-433-0179 1908 Fax: 206- 431 -3665 Web site: cOukwila.wa.us WATER METER INFORMATION Parcel No.: 0733000131 Permit Number D04 -235 Address: 3565 S 116 ST TUKW Issue Date: 12/06/2004 Suite No: Permit Expires On: 06/04/2005 DESCRIPTION OF WORK: NEW 2300 SQ FT SINGLE FAMILY RESIDENCE WITH ATTACHED 416 SQ FT GARAGE. Public Works permitted activities include grading, erosion prevention, 3/4" water meter, Duwamish water service connection fee, roof downspout infiltration. ValVue sewer. Comman Access work under D04 -232. Cascade Water Alliance (RCFC): TOTAL WATER FEES: Y $2,688.00 $2,088.00 $0.00 $0.00 doc: PWWATER D04 -235 Printed: 12 -06 -2004 Z z �w U N J CO) LL.. W LLQ C0 D = �w z� �O Z t- W U� ON off LU LU LL —0 Z w Cl) O F- Z METER #1 METER #2 METER #3 Water Meter Size: 0.75 0 0 Quantity: 1 0 0 Water Meter Type: PERM Work Order Number: 5204m04 Connection Charge: Y $60.00 $0.00 $0.00 Installation: Y $490.00 $0.00 $0.00 Additional Install Deposit: $0.00 $0.00 $0.00 Plan Check Fee: Y $10.00 $0.00 $0.00 Inspection Fee: Y $15.00 $0.00 $0.00 Turn On Fee: Y $25.00 $0.00 $0.00 Subtotal: $0.00 $0.00 $600.00 Cascade Water Alliance (RCFC): TOTAL WATER FEES: Y $2,688.00 $2,088.00 $0.00 $0.00 doc: PWWATER D04 -235 Printed: 12 -06 -2004 Z z �w U N J CO) LL.. W LLQ C0 D = �w z� �O Z t- W U� ON off LU LU LL —0 Z w Cl) O F- Z 1 �J(,wILA, w CITY OF T UKWI LA $ Community Development Department i Public Works Department Permit Center 1908 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** `` King Co Assessor's Tax No.: 6 7 — 00 -0 j Site Address: L0 Suite Number Floor: Tenant Name: New Tenant: 14.... Yes E] .. Doak Ho mes, nc. Property Owners Name: - 11 Al2 Mailing Address Buden, WA 98146 City State Zip Mailing Address 261h Ave SW • -•- -- - . Contact Person: 981 City State Zip Day Telephone: ;), -- 37Z- 2-2-90 E -Mail Address: N Fax Number: 2 0 G V' 5" Contractor Registration Number: A: L !t 02,z VG Expiration D ate:��" 4 r D •3 * *An original or notarized copy of current Washington State Contractor License must be presente at th time of permit issuance ** Company Nam Mailing Addre Contact Person: City Day Telephone: E -Mail Address: Fax Number: State Zip Company Name: Mailing Address Contact E -Mail Address: \applications \permit application (3 -2103) 3/2003 Page ... • or;+ v �cti�tr, w". rr�m5`.,, xmn�. ns,.:'+ rs�t�r�tar. �stm�: qr,* �xsw. ra, ser�atv �" texcep xk� ' "!p� :�?M1"'t4Y: ° "C"i'�!*Ct!•z., �xt kmrpb`�°'.'+ur['Rwa.�. ": ti,,.. a., aa:. i:: �rw lf��i i. w....r..«».:T.n..ra�r�.�.:"w•+• .ee.n+ew.l: f uu.b.�.�r' "..,f.�n..+..., f' Z ~ w tY � JU UO ND LLI_ �LL WO LLQ = ca �W Z = F- F- O Z F- W U� oW oF_ wW F- F- �O W Z U= O Z Company Name: HOmeS, -in6. Mailing Address 11812 26th Ave SW j' i2 (Z Day Telephone: 2 d,,� !Z & -- / D 2 3 Fax Number: y f1 m C- t Will there be new rack storage? JU . ,44- ❑ .. No If "yes ", see Handout No. for requirements. Provide All Building Areas ;<n Square Footage Belo , PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling:,21714 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: �Z Compact: Handicap: Will there be a change in use? E] ....Yes &]�. No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: E].. Sprinklers []..Automatic Fire Alarm EJ..None �. Other (specify) �r✓/�Irt ,�-�! S �j� p�,� 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 -I 12 x l I paper indicating quantities and Material Safety Data Sheets. \applications \permit application (3 -2003) 3/2003 Page 2 Z ~ W t � JU UO (00 I L r Cf) L 5 WO 2 U � = W H Z I.- F- O Z I-- W W U� O- 0 E- W H0 W Z L1J U - O Z Valuation of Project (contractor's bid price): $ Z / T, �a� � _ Existing Building Valuation: $ - - Scope of Work (please provide detailed information): i , , /�f cZt KJ ��• s P �� ��i �� 1� -� Addition to T pe o Type of ; r ' ` 3 , lnYe'rtor Extstuig Construction . Occupancy per.: ,� , �, xist>,ng - Structi re New per UBC � � .;, z ' :Remodel. , ... r+• .: :'<UBC • pva"Z9 2° Floorr r 3,- 3,` y :.:. r Stru ''MC d§gd . ctu00. =' ;4ttached'Garage / l Detached Garage Attached .: ,Qarport i Detached Carpoit" 'Covered Deck: Uncovered Deck PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling:,21714 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: �Z Compact: Handicap: Will there be a change in use? E] ....Yes &]�. No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: E].. Sprinklers []..Automatic Fire Alarm EJ..None �. Other (specify) �r✓/�Irt ,�-�! S �j� p�,� 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 -I 12 x l I paper indicating quantities and Material Safety Data Sheets. \applications \permit application (3 -2003) 3/2003 Page 2 Z ~ W t � JU UO (00 I L r Cf) L 5 WO 2 U � = W H Z I.- F- O Z I-- W W U� O- 0 E- W H0 W Z L1J U - O Z Valuation of Project (contractor's bid price): $ Z / T, �a� � _ Existing Building Valuation: $ - - Scope of Work (please provide detailed information): i , , /�f cZt KJ ��• s P �� ��i �� 1� -� �I A ;i 'f ;l ;i s Call before you Dig: 1- 800 -424 -5555 Pleas� Pi�bli; Works' Bulletin #1 for fees andlestimate sheet.,, Water District ❑ ...Tukwila ER ... Water District # 125 ❑ .. Highline ❑ ...Renton ❑ ... Water Availability Provided Sewer District ❑ ... Tukwila' 1 Va1Vue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate E] ... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ... Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑...Technical Information Report (Storm Drainage) Geotechnical Report ❑ ... Traffic Impact Analysis ... Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless Proposed Activities (mark boxes that a ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance J�J- Right -of -way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ... Total Cut d cubic yards ❑ .. Work in Flood Zone ❑ ...Total Fill 0- cubic yards Storm Drainage Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line Utility Undergrounding ❑ ... Backflow Prevention - Fire Protection " Irrigation " Domestic Water " ❑ ...Permanent Water Meter Size... WO# ❑ ...Temporary Water Meter Size.. WO# ❑ ... Water Only Meter Size............ WO# ❑...Deduct Water Meter Size........ " ❑ ...Sewer Main Extension ............Public Private ❑ ... Water Main Extension .............Public Private FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ... Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Ci State' `• Zip Water Meter Refund/BillinW. Name: Day Telephone: Mailing Address: Ci state Zip Upplications\pertnit application (3 -2003) 3/2003 Page 3 Z ~ W JU UO CO o J � W LL W O J L Cd = W Z� 1— O W 5 U� O� 0 1.— W U J �L) �O W Z U= co O Z auvpu ul —1r, kpjuabc 13ruvwe uetaueu miormation): y a.c i t Lta K N ell --- I/(ezue;V-e g `�ao N e 5 . _41.ifi. Company Name Doak Inc. 11812 26th Ave SW Mailing Address: , WA 98146 �- city State Zip Contact Person: _z2 i ? . �� i� Day Telephone: r ZOC — S, 72. — 2 —ZS,�'�� E -Mail Address: /U A: Fax Number: R. 0 6 2 Contractor Registration Number: I 4 �� 2_1y'Ze Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** o> r7 Valuation of Project (contractor's bid price): $ � U e Scope of Work (please provide detailed information): V- X CZ j Use: Residential: New .... Replacement .... [] Commercial: New .... Replacement ....[] ( Fuel Type Electric .....n Gas ....E5 Other: 0 -3 HP / 100,000 BTU Indicate type of mechanical work being installed and the quantity.below; -.Unit Type:.:" Qt y.- Unii•Type `. _ '::QtY ;. Unit Type ' y , : ;; .QtY„ Baler /Coripressor °a Qh'' Furnace <100K BTU ( Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP / 100,000 BTU Furnace>100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended /Wall /Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm /Ind 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. BUILDIN G Signature: O R OR&THORJZED AG NT: Date: l Print Name: Day Telephone: 2 O d, - 7 — Z 2.t: Mailing Address: ] 2 Burien, WA 98148 cit State zip Date Application Accepted: Date Application Expires: Staff Initials: a - /z - 3e -d \applications \permit application (3 -2003) 3/2003 Page 4 Z = W W UO W� C0 LL WO J ll. Q N _ d �W Z t-- F- O Z H UJ �5 U� O- �H WW H� ti O W Z co OF- Z MECHANICAL CONTRACTOR INFORMATION MWAN � PUBLIC WORKS BULLETIN 1; — ' v � TYPE C PERMIT FEE ESTIMATL PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME 3 RM P S /N c PERMIT # 7V 3 1. APPLICATION BASE FEE 2. Enter total cost for each improvement category: General Erosion prevention Water Sewer Storm water Road /Parking /Access A. Total Improvements 3. Calculate improvement -based fees: 5. 7` C- .Z 5 — . $250(1) B. 2.5% of first $100,000 of A. / 2 It Z5 C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount of $200,000 of A. TOTAL PLAN REVIEW FEE (B +C +D) GRADING Plan Review and Permit Fees $_ Enter total excavation volume � cubic yards Enter total fill volume " Yo cubic yards Use the following table to estimate the grading application fee. Use the greater of the excavation and fill volumes. QUANTITY RATE IN CUBIC YARDS r Up to 50 CY Free 51-100 $23.50 101-1,000 �v , r $49.25 B. 2.5% of first $100,000 of A. / 2 It Z5 C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount of $200,000 of A. TOTAL PLAN REVIEW FEE (B +C +D) GRADING Plan Review and Permit Fees $_ Enter total excavation volume � cubic yards Enter total fill volume " Yo cubic yards Use the following table to estimate the grading application fee. Use the greater of the excavation and fill volumes. QUANTITY RATE IN CUBIC YARDS Up to 50 CY Free 51-100 $23.50 101-1,000 $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 thereof. 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. (5) l ry TI k a OZO '�RMIroFNrF 04 R TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ _77 /, .2 - 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. Approved 02 Revised 03..18.018.03 1 / Revised 05.13.03 0 z ~ w o 2 JU UO J � �LL wo LL? � = w z� �O w U� ON o�_ W O w z 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 6. Permit Issuance/ Inspection Fee (B +C +D) `f�� .�! 2 J �_ (6) 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 1B to estimate the oavement mitigation 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%) 3.30 5-2(25%) 2.50 2-1(10%) $1.00 0 -1 $0.00 8. GRADING Permit Review Fee $ , 5 (8) Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item S. Q UANTITY 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. proveb 5.02 2 ed 0 vise�0� z '~ w WV UO (/) J = !2 LL w LLQ �D = �W z I- O z f- w w U� O N 0H W `-` O w z U N H 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* 6 6y , D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin 1 Total A through E 10. ADD , ON F E A. r Z ater 6rdinance 1777) B. Allentown Sewer (Ordinance 1777) C. Ryan Hill Water (Ordinance 1777) D. Special Connection (TMC Title 14) E. Duwamish F. Storm Drainage Mitigation G. Other Fees $ an T �5 L +q $ Total A through G $ (10) DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ o ESTIMATED TOTAL PERMIT I ANCE 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. Approved 09.25.02 3 Revised 03.18.03 Revised 05.13.03 z Z w u� D JU U N co W J = CO u_ w 9-J LL ? � =w z� �O w �o U O N o E- WW H~ �O ui z U= O z 1 'VIA City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Payee: DOAK HOMES INC TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 4591 9.24 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - RES 000/322.100 5.60 PLAN CHECK - RES 000/345.830 3.64 Total: 9.24 "J "3024 (6/:10 -('16 T C!T AL _1.'7 .4 ,'i doc: Receipt Printed: 05 -10 -2005 Z I z ~ W JU UO (n o J Cl) LL WO J LL co = W Z F- F- O Z F- LU W U� O C0. � F- W LL O . z . W U= O z RECEIPT Parcel No.: 0733000131 Permit Number D04 -235 Address: 3565 S 116 ST TUKW Status: ISSUED Suite No: Applied Date: 06/30/2004 Applicant: DOAK HOMES - LOT C Issue Date: 12/06/2004 Receipt No.: R05 -00660 Payment Amount: 9.24 Initials: SKS Payment Date: 05/10/2005 09:31 AM User ID: 1165 Balance: $0.00 Payee: DOAK HOMES INC TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 4591 9.24 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - RES 000/322.100 5.60 PLAN CHECK - RES 000/345.830 3.64 Total: 9.24 "J "3024 (6/:10 -('16 T C!T AL _1.'7 .4 ,'i doc: Receipt Printed: 05 -10 -2005 Z I z ~ W JU UO (n o J Cl) LL WO J LL co = W Z F- F- O Z F- LU W U� O C0. � F- W LL O . z . W U= O z Cit of Tukwila Mae i 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 i a RECEIPT s I Parcel No.: 0733000131 Permit Number D04 -235 Address: 3565 S 116 ST TUKW Status: APPROVED Suite No: Applied Date: 06/30/2004 ( Applicant: DOAK HOMES - LOT C Issue Date: Receipt No.: R04 -01634 Payment Amount: Initials: SKS Payment Date: User ID: 1165 Balance: i Payee: DOAK HOMES INC i TRANSACTION LIST: Type Method Description Amount Payment Check 4265 8,488.99 8,488.99 12/06/2004 02:58 PM $0.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - RES 000/322.100 1,682.55 CASCADE WATER ALLIANCE 401/386.550 2,088.00 PLAN CHECK - WATER METER 000/345.830 10.00 PW LAND ALT PERMIT FEE 000/342.400 23.50 PW PERMIT /INSPECTION FEE 000/342.400 115.00 STATE BUILDING SURCHARGE 000/386.904 4.50 i WATER - DEVELOPER 401/379.002 3,975.44 WATER CONNECTION 401/379.002 60.00 WATER INSPECTION FEE 401/342.400 15.00 WATER INSTALLATION (DEP) 401/386.520 490.00 i WATER TURN -ON FEE 401/343.405 25.00 Total: 8,488.99 i doc: Receipt Printed: 12 -06 -2004 Z Z o! � UO. O C0 F- S2 LL W� LLQ = Cy F- W z t— O Z 1-- W W � D O -, 01— WW 2 F- �. u- O .. U =. O Z }� C ity of Tukwila t 1908 i 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: Permit Number D04 -235 Address: Status: PENDING Suite No: Applied Date: 06/30/2004 Applicant: DOAK HOMES - LOT C Issue Date: Receipt No.: R04 -00810 Payment Amount: Initials: SKS Payment Date: User ID: 1165 Balance: i Payee: DOAK HOMES, INC. TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 3960 1,458.66 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - RES 000/345.830 1,093.66 PW BASE APPLICATION FEE 000/322.100 250.00 PW PLAN REVIEW 000/345.830 115.00 1,458.66 06/30/2004 04:28 PM $1,802.05 Total: 1,458.66 2382 07/02 9710 TOTAL 4375.91 doc: Receipt -• Printed: 06 -30 -2004 z �~ W UO N O. co W W_ ►- S2 LL W 9_j LL cf)d = W W o U1 U� ON o E_ WW H � LL .• z W N 0 z INSPECTION RECORD 2 ' Retain a copy with permit ^� INSPECTION NO. PE T S Y CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr j ct: Type of inspecjion AdOess : ( Date Called: (05 Z r I S ecial Instructions: pate Wanted: a.m. Requester: PoeNo• �� O Z '~ W JU UO N 0 w= co� WO LLQ co = d. �W Z = H H O W E- W U� ON OH W H� LL Z LLI N U O Z *pproved per applicable codes. Corrections required prior to approval. INSPECTION RECORD _ 2 Retain a copy with permit INSPECTION 0. PER f> CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Prb {{ 'e t: (( Ty e,of Inspection: ' p _1r ZJ 'C f lk Address: Date Called: 2- y� Special - lnstructions: Date Wanted: _ a, Requester: -" P hone No: -, t� r' C pproved per applicable codes. Corrections required prior to approval. A S $.00 REINSPECTIO14 F REQUIRED. PriV101to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. sechedule reinspection. Receipt No.: Date: G —'7 Z H ~ W JU UQ CO W = I— N U. WO 9-1 LL Q N� = �W z W �5 U� ON o�- WW H 5 LL O W Z U= O F- Z INSPECTION RECORD 2 � 2 Retain a copy with permit INSPECTI ON N0. PEA CITY OF TUKWILA BUILDING DIVISION T 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 c� -3670 Project: Tune of Insp ction: Address: " Dat 'Called: Ds Special nstruc ions: Date Wanted: - _ . a.m. p:rn: Requester:' Ph ne No 1 �pprovedperapplicable codes. Corrections required prior to approval. -w Z �_— Z �W JU UO NO J = H co U. WO La Cl) = d Z H HO W ~ W U� O r W r LL Z 111 U= O� Z D �., -� INSPECTION RECOR 0- _ Retain a copy with permit S c INSPECTION NO. 4( 6)4 A 3 > ITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 -3670 PtPject: Ty of Inspection: -� S > al�j Address: - Date Called: Soicial Instructions: Date Wanted: a. n` 7 p:m. Requester:' Ph die No: Q- D 3 -- J ui1(, Z - Z �W QQ� U O 0 w� N LL WO LL = W Z F- F- O W U� O- 0 I_ W U-P U- Z ll1 U= O H Z Approved per applicable codes. ri Corrections required prior to approval. .. . . . . . . . . . . INSPECTION RECORD Retain a copy with permit INSPECT NO. PER I N CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 _3670 P 'ec Typ 4 Address: 5 `� - ( I (�e Z ± , r'a te railed: — 71Z &4oS Special Instructions: (Tate - Wanted: aan. Requester: Ph �n eDo - z D U 00 (00 cf) III LU LL W O L Cf) D = d LLI 0 W ~ W 5 Cl) LU LLj T- L) F— I-- ui 0 z cf) 0 z N-- - - Fl Approved per applicable codes. n Corrections required prior to approval. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro T- l- Type f Inspection: , Address: Date Called: Special Instructions: Date Wanted: Requester ' Phone No Approved per applicable codes. wwj Nom~ 0 Corrections required prior to approval. COMMENTS: :ZjZAJ UVe+ 1A Inspector: � 1 Date: G :1 Receipt No.: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. z H '~ W UO CO 0 co W J = �LL WO 9-1 LL T Cy �W ' z~ ZO W W U� O� OH W 2 HF- O ill z v= o� z Project: r. Dooa Hom Type of Inspection: j a rod Addres: s :. 3555 S / 1 b�� 5f Date Called: 6 -1 6-0-5 Special Instructions: Date Wanted: a.m b _. )'' 05 p.m. Requester: Phone No: 20 b- 372 -2200 • MUM I Z Z �W J U. UO CO J H CO) LL WO LLQ =d F - W Z= I— I— O W ~ W U� O N OH W H� L' O w U= O H- Z 2 ` ,�-� INSPECTION RECORD / 041 3S %' - V Retain a copy with permit INSPECTION N0. ?2 06)43 8 13670 R T 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 V Pr * oect: Type of Inspection: A ress: Date Called: Special Instructions: Date Wanted: a.m. r2- - p.m. Requester: Phone No: 94 42 proved per applicable codes. Corrections required prior to approval. nspect : uate:� $5 .00 REINSPECTION F REQUIRED. Pry to inspection, fee must be P id at 6300 Southcenter lvd., Suite 100. Call to sechedule reinspection. ecApt No.: (Date: Z H ~ W JU UO w= I•- �w WO �- LL Q U� =a �W Z F- HO Z H W �5 U� ON � E- W H- �O .Z w U= O Z � INSPECTION RECORD 12 j Retain a copy with perms[ INSPECTION NO. p CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 tz Pr 'ect: 4/ Type of Inspection: Address: �. - s G - <s //6 7/ Date Called: Special Instructions: Date Wanted: a.m. P.M. Requester: ''11 Phone No: Approved per applicable codes. Corrections required prior to approval. Receipt No.: Date: :1 Inspe �G��o b� uatei ( � ]-.' 58.00 REINSPECTION F E REQUIRED. ,Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 3�s�C1 Z ~ W UO to co w J� MLL w LL to = �w Z WW �5 U� ON 0 F- ww LL Z LLI U= O1-- Z INSPECTION RECORD Retain a copy with permit INSPEtTfUN NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 WNS-1lJ 06)431 -3670 Project: Type of Inspection: Adar Date Called: Specia Instructions: Date Wanted: a.m. Requester. Phone No: Receipt No.: 7 ate: :1 Z �_— Z W QQ� —J C.) UO NO C0 W J= C0 U . WO U. U :D = f.. W Z� H O W F- W U� ON C) F- WW H lL O .. Z W U= Z �--� paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD ' 7 Retain a copy with permit SL INSPECTION NO. PER O CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 431 -3670 Pfej c : � Typekof I s UI ection: Add ss j' ( ^ ate Called: - K, Special nstructions: �f J - Date wanted: ' �l rri lJ a m: Requester: Phone N r. i Z �W �U UO 0 C0 F_ CO) LL WO }} �J LL ? Da = W H = ZM ZO W W U� O N. 0 F_ WW X LL O Lii Z U N H� O Z r Fl Approved per applicable codes. orrections required prior to approval. ,., �_ 5D INSPECTION RECORD Do4 -z - Retain a copy with permit V INSPECTION NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: D OQ` , H OMeS Type of Inspection: 5D Address: 3-5 6S c H& & 15t Date Called: 5-2-0-5 Special Instructions: �� � Date Wanted: 5-3-6-11.5 a.m. p.m. Requester: Dayr ) DoQr Phone No: � 6-3 -2-Z0O Approved per applicable codes. Corrections required prior to approval. COMMENTS: 5 --3 C t J 6` , W CA eX. J nspector: 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.: I Date: t. v' ' +� ' K4�aMide:si '•o ° n.Se : " +; gYi< ��.', ii .�fi:.ta4i;2''r's�1�c5%h'+'.. Z a W IX 0 U) O W = U) U. W Q O r r 0. --j u_ Q U� = �. W Z F- H O Z E- W LU U� ON 0 l!- LLI LL j H� W Z LLI U= O Z INSPECTION RECORD Retain a copy with permit I S INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 P, c< �rmPS � �o t C Type of Inspection: Address: 65 5 Date Called: Cry - 1 0 Special Instructions: Date Wanted: a.m. - /�a� /U p m: Req.ugster: ( � (/ :k i ✓�'' S� JC1C - l \ Phone o: v6 3 - Za- Inspector: Date: s 14� $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: .7 z �z �W QQ� JU UO N W_ C0 L w O L_ cl)d =w z F F- O zF- w U� co o� WW F- LL Z. 111 U= O z M Approvid per applicable codes. Corrections required prior to approval. INSPECTION RECORD l Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 -3670 Proj / Type of I spection: Address: mss- l Sppc*alInstructions: Date CaVed: Date Wanted* -- p. Requester: Phone No: Receipt No.: Date: Z Z �W �U UO C/) CO W J = U. WO J LL Q N� = W Z H O Z I— W W U� O� 0 I— W H H U- O: . W Z U= O Z I--I paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. /15 INSPECTION RECORD ' Retain a copy with permit _ INSPEeMN NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 • r PFRMIT1Jn_ 31 -3670 �Itl PrcrKt: M 1 T ype of ins pe tion: Address: � . / � Date Called: Special In tructions: Date Wanted a: . p.m. de Requester: Phone No: -3 �` U � a J Approved per applicable codes. Wcorrections required prior to approval. COMMENTS: Receipt No.: Date; Z W f � JU UO Cl) 0 W_ �LL WO 9 - LL c = �W_ Z t— E- O Z H W U ON o�- W H W Z 6i U= O Z } INSPECTION RECORD 1 � Retain a copy with permit INSPECT N NO. _ PE R T CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr ect: w U Type of Inspection: _ , rl Date Called: �f ✓ I Special Instructions: ate Wanted � )\` a.m. Requester: Phone No Receipt No.: Date: Z Z � W UO CO co W W = co LL WO LL co 1 0 F. W Z F— WO w U O co OH W HP U- O . Z W co O Z u paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD... Retain a copy with permits INSPECTION NO. 4PE6N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. PrgjeFt � -�� C- Type of Inspection: l A re , S Le Date Called: - . f 1 '7 1 Q Special Instructions: Date Wanted: //A.m ID Requester: Phone No: L9 Q n Corrections required prior to approval. 1 C1vc5 C` Inspect r: Date LE 14, D.SM i; i $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z z ;F= Z � W QQ � 1 0 0 , W� CO LL wo �Q u) = F- W Z I•- H O W F- W U� O N 0 H WW LL H� LLI Z U= O Z INSPECTION RECORD ! Retain a copy with permit { INSPECTION NO. p CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Rfo �t� � ,� Type of Insp lion: Ad ess: Add ( C D. (v = Date Called: � .:' Special Instructions: Date Wanted: a.m. 1 � Requester: � `t' I i ✓� r) c Phone No: Fl Approved per applicable codes. 91 corrections required prior to approval. COMMENTS: ), - 7 1 Tt re l0 C Lo I L, G ;n. c' C P; 1 �, t, �� v. Inc v� 1 � � `t' I i ✓� r) c t , :�t j TV - - 01/1 --Cl u. �. I UC /,r eiYt 1 r 1 10 r, 3 6 Receipt No.: (Date: I I F1 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. z = h- '~ W JU UO WW �LL WO 2� J u_ = W H _. zx Zo W U� C0 �H Ww H� LLO �z U =. O z INSPECTION RECORD INSPECTION NO. Retain a copy with permit PE CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 ProjKl Type of Inspection- G fc42- Address: Date Called: Special Instructions: Date Wanted: a. m. P.M. Requester: Phone No: nspector: Date: -> o 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: Z Z �U 00 C f) a C0 III W M J I.- S2 LL W 5 FL j Z O. Ir- LU LU 2 5 no 0 (1) 0 0 H WW H L) 0 Z C0 O F- z INSPECTION RECORD Retain a copy with permit INSPECTION N0. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proje Type of Inspection;, Address: S Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. F� Corrections required prior to approval. M 1 ' 4 Inspector• , 1 Date: 3 $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 z W UO LU J = H �LL WO LLQ U� F- W Z F- 0 W ~ W U� ON 0 F- LU W HF- LL O •• Z W U =, O Z r Q INSPECTION RECORD { Retain a copy with permit INSPECTION NO. PE N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: I .b p Type of Inspection: — 1 r 6 Address: 5 - 5 1 G Date Called: ~ 3— Special Instructions: Date Wanted: a.m. 3 — ( p.m. Request �p,rr Phone No: Approved per applicable codes. Corrections required prior to approval. ?' COMMENTS: A x 7 ' i. L spect Date: CA A 3 - ► - eD5 � 47100 REINSPECTION FEE R QUIRED. Prior t inspection, fee must be pa d at 6300 Southcenter Blvd., Suite 100. Cal to schedule reinspection. Receipt No.: Date: I Z �~ W WV UO 0 W� W LL WO LL ¢� CO) d 7- W z� Zo UJI W U� N 0 F- Ww H� 60 .. Z W U= Z • I INSPECTION RECORD 7� C-1 Retain a copy with permit Do ��35 INSPECTION NO. PE T 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr j ct: V% 1 Type o 1 Yi' P C� V wGi l BUG(! I Address: 3x65 S. ��� .sf Date Called: //4&5 P Special Instructions: Lo Date Wanted: OG ✓ P Requester: " vr 1 Phone No:;20 -51 Corrections required prior to approval. F1 Approved per applicable codes. COMMENTS:' s � V% 1 D A - eIf %C C lun 11 5t 1 1 P ' A 1 4R4 A CA rVNIA i^ JP �k 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 }�— Z �W UQ N J = 52 u- W 9—j LL co s ~W Z= I— O W H W U� N 0 H WW H5 LL. O tli Z U= O H Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. W2 96)431-3 1 670 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 j Pr } ct: Ty of I Spectio : E' { /`L boo �- A dress: 35 5 S Date Called: 1//4 Special Instructions: � Z -0 t./ Date Wanted: 04Z ()5 p m Requester: (D YI/ 1 q e Phone No: C1 IWO Approved per applicable codes. 11 Corrections required prior to approval. I &V Inspector. � 044 s _ Date: 1 5 $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: 4s..i ,rr.,Y4�.4��'t,t,,q� •r ., y .: : �<; i'>".:` r,'� "��Aiuh�4d.Y�;:- :,5,'eS+ Z ' ~ N W I.i L)o 0 w= � w J ILL a =a F. W Z� ZO w Uj �o U O� 0H W UJ FF- U �O ui Z UN O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. P IT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 2 ! ^ )I-36;70 Receipt No.: Date: P Mrs e c t -Ldc Type of 5spection* Ad�tress. Date Ca led: Wo C/ S ecial In D � /I � �� � �'� ?(( (-)C Date Wanted a.m. tnn Requester ne- 7 COMMENTS: [2Approved per applicable codes. Corrections required prior to approval. Inspector: 3� 9 9. 1 I Date: 3-o r- Z441 &L F� $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must bi paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectior Z Z W JU 00 (0 C3 Cl) LU W J T LL W 2 � 9 :3 LL CY W Z 0 z �- LLJ W 5 C0 C3 E- W LLJ X U. 0 z cd CO) C.) — 3: Z INSPECTION RECORD S5 '�)0 f 1- - r Retain a copy with permit 3S INSPECTION NO. 4EN CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 431 -3670 Approved per applicable codes. Corrections required prior to approval. Proje . �� I C Type of Inspection 1 u VO A6k ,� a Address: Date Called: l Special Instructions: Date Wanted: a. m. p.m. Requester: Phone No: COMMENTS: +r r L Q V Inspector . Date $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 " .. , ,, `, riti'tu �.• f 'c� Ct'ytii'�'�'' s !�Yr H�.r + �" _. _. _ 4r t. _— Z �QQ W W JU UO 0 CO) I-- CO) LL WO 9� u_ Q U � = �W Z H F O W F- W 5, U� O- 1-- WW H� LL Z 111 CO) o f-- 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)4 W1- 670 I ry . /I k T!Y"�spection' T�m Addres y - 0; �512' Date Called: 1 2 Special Instructions: Date Wanted: / 1� p. Requester: I(A*y PoDne No* ' 0 \ ( aD/A 1 3 2pq D Approved per applicable codes. liCorrections required prior to approval. P, SIX COMMENTS: -001 A-0 �)e. i v\Ao r\ 17, r 0z eA CA Or Cr V\O+ WCAV\- A,006r - e V 0 %I-r Inspecto L 1 F $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. l Receipt No.: Date: 4 ' MI 1; Z Z 00 Cj) 0 C0 W W x I l.- S2 LL WO L Cf) CY LU Z = 0 W �— LL1 W 5 cf) 0 a � W W L) F- 0 z CO) F- 0 F- z INSPECTION RECORD U �{ � Retain a copy with permit INSPECTION NO. PERMIT O. CITY OF TUKWILA BUILDING DIVISION'W 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Projeb �1 i Type f Inspection: 0V It- a' 6' " "-, � Address � � � � Date Called: I Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: nspector: Date: E] $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. teceipt No.: Date: Z } Z �W Q� JU UO to a J S2 U- W O J LL LO = W F- _ Z F- Zo LLJ W U� ON 0 E- WW H� U- O. .. Z W U= ~ I— Z INSPECTION RECORD $ Retain a copy with permW INSPECTION NO. PE T O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro'ect: / Type specinn_ - �1 dress: �A/ S. / ' '/ Date Called: / ,I '; Special Instructions: Date Wanted: a.m. — ,;7/ Requ er: Phone No: 3 a F] Approved per applicable codes. Corrections required prior to approval. COMMENTS: — � O f4 t k CA t A U k — 1 I �i2 (It t- V C'4 y V-'r- 1 � ��r e 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 Z �W JU UO CO 0 w= �LL WO L L U) = �W Z = l'- O W �� U O. O� 0H W LL O W Z U= O Z ,......,.,- W+.,,.�,e•..,S;t .., _._....... .T ;;M1•� .uyl]:.. ^.....cA�a a ._ ..e_. .. _.. n... _ . . . INSPECTION RECORD Retain a copy with permit INSPECTION NO. PEg IT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 i iJ Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1' i A , vG r Ca 1 C'\ I In T6 1� -D-1 - ate Inspecto Date: 1�- x _61 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project Type of Ins p ction: Address: Date Called: , Special Instructions: Date Wanted: a. 4.2 ,20 - 0 L/ p.m. .. Requester: / J 11/1 U Phone No: o•��G 7�� lD' 3 Receipt No.: Date: 7 Z Z W QQ � WV UO O W = CO LL WO LL Cj) a = W Z f. ZO W W U� ON 0 F- WW ll! Z U= O Z a' 1906 ,' o City of Tukwila Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. 3 r Arn-i art- NamA F .� �� � `� / � i., : � �( .S Address �`) ` / � � �~ `� �� Suite # Retain current inspection schedule rqZ Needs shift inspection l r Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: / Halon: Monitor: r' Pre -Fire: Permits: . � r Authorized Signature FINALAPP.FRM Rev. 2/19/98 - 7. pate T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 Z �Z W QQ JU UO Cl) J = CO LL WO LQ cl) =W Z� W W U� N D 1- WW LLF- ui Z U= O Z Jan 13 05 10:43a Tim Schriever ALLIANT ENGINEERING & LAND SURVEYING, INC. P.O. BOX 2596 WOODINVILLE, WA 98072 -2596 (425) A85 -1083 Darryl Doak Doak Homes, Inc. 11812— 26 Avenue SW Burien, WA 98146 RE: Foundation Footing Drain for Parcels C of BLA L03 -038 Site Address: 3565 S. I I& St. January 10, 2005 Dear Darryl, This letter is to verify that I inspect the above described parcel on January 10, 2005 for the purpose of determining whether or not foundation footing drains are required to prevent ground water flooding in the proposed structure crawlspace. At the time of inspection the building foundation was constructed on the site and no evidence was observed to suggest that ground water or surface water was collecting in or around the building foundation. On April 16, 2003 I conducted a soils investigation on the subject property and determined that there was greater than 8 feet of sandy soil above the groundwater table. Based on the relatively deep soil depths and shallow elevation of the building foundation/crawspace floor as constructed on the site, it is my opinion that no footing drains are necessary around the building foundation. The proposed roof downspout drywell must be placed at least 10 feet south of the proposed house per the Small Site Drainage Plan. Sincerely, y� t00% Timothy L. Schriever, PE 22M EXPIRES 10/4/0 r p.4 RECEIVED JAN 13 200 DEPARTMENT 425- 485 -1083 z �Z Q W W� JU UO N 0, U) LLJ J H 52 w w a_ Q U� = I ... W z 1- O z I- w w U� O �'. o I- ww �- O ..z w U= P F- z •s TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481.6601 Me COPY Site Address: 4058 S. 148th St. Tukwila r Jurisdiction: City of Tukwila pi f Plans By: Crane Design Plan Nungber /Job ID: #110402 Design Specifications: 1997 UBC Wind Velocity: 80 mph Wind Exposure: B UBC Wind Design Method: 1 Snow Loading: 25 psf Seismic Zone: 3 R: 5.5 % of Snow Incl. w/ Seismic: 0 Soil Type: SD UBC Seismic Design Method: Static Force Buildina Desion Parameters: Roof DL: 17 psf Floor DL: 10 psf Wall DL: 10 psf Levels: 2 Level Names: UPPER MAIN PROJECT. Job Name: Darrel Doak STRUCTURAL ENGINEERING ADDITIONAL REQUIREMENTS OR CHANGES TO PLANS ARE AS SHOWN ON SHEETS 1 THROUGH 2.1 OF THESE CALCULATIONS WITH NOTES, SCHEDULES & DETAILS PER DRAWING No.TSE -1 THROUGH TSE -3 JOB #:9 / BY: DATE: /2/t&/ 1 Z I RE CO O co 'AN E CO � i Of `fiUl, VY11a °��! A �,� . A � r O '?0 'FR ENGINEER'S SEAL IS FOR LATERAL LOAD DESIGN DUE TO SEISMIC AND WIND FORCES ONLY. GRAVITY LOAD DESIGN IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. EXCEPTIONS: 64g.4GF p oa{L v 7.22.00k LAS/ -2 z �w I�I � JU 00 W = i~ Cf) L w 0 LL ?. � = w r~ _ z� r— O z f- ww U� ON C3ff ww u_ O .z W U= O z H TSE PROJECT: JOB #: / Q 5 Architecture • Engineering Planning BY: KZ/ Ir 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 1 4 ' rgeA L i41V4YA15 DATE: a u' d 2 ELEV 4 TIoas IwImp- mws GR IDS 4H IL a� 3 10 A � 34 , z W JU UO UU J F U) LL W L U '^ - VJ L W r Z F.. 1- 0 z I— W W U� ON o I— WW F- LL O z W U= o~ z PROJECT: JOB #: T SE 395 Architecture • Engineering • Planning BY: K.14r 12810 N.E. 178th Street, Suite 101 1 V41 Woodinville, WA 98072 • (425) 481-6601 DATE: 102 PL r�4 1 .41 1111tv Ij -44J4 /T F 10 3o 7 77 Vt 4 Z Z JU 0 00 CO 0 0 w Lq m U. 0 95 U- Cf Z �- 0 z �- W W 5 0 o ff WW X U- -0 .. z w ci) Z LAU hL 41 Mftvi _. 14o ok I �� H r� J �, 1r a, m �r V Cn r q-71 C r�4 1 .41 1111tv Ij -44J4 /T F 10 3o 7 77 Vt 4 Z Z JU 0 00 CO 0 0 w Lq m U. 0 95 U- Cf Z �- 0 z �- W W 5 0 o ff WW X U- -0 .. z w ci) Z _ TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 TRANSVERSE WIND ANALYSIS FRONT ELEVATION Grid: Wall Ht. Wall Ht. 1 2 3 4 5 6 7 8.1 8.1 N 1 9 9 N 1 1 Width X 30 20 30 30 1 1 LEVEL: UPPER Roof 1 1 Ridge /Gable Ht 6.5 6.5 OH left 2 OH right 2 Area left 45 Area right 45 V left 2790 0 0 V right 0 2790 01 01 01 01 ft. ft. ft. sq.ft. sq.ft. lbs. 0 lbs. LEVEL: MAIN Roof Ridge /Gable Ht OH left OH right Area left Area right V left 5613 0 V right 0 5613 LEVEL: Roof Ridge /Gable Ht OH left OH right Area left Area right V left 0 0 V right 0 0 ft. ft. ft. sq.ft. sq.ft. 0 0 0 0 0 lbs. 0 0 0 0 0lbs. PROJECT: JOB #: 39sl 11 9 6Y: — DATE: I Z Z 6 0 2 Plan Number /Job ID #110402 8 z �Z �w QQ � JU UO Cl) C0 w W = CO LL WO UQ cl) c =w F— O z E-- U� ON o�- w LO .z w U= O z _ 3ys -- TSE PROJECT: JOB #: Architecture • Engineering • Planning BY: 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 DATE: 2 Z �► U Z LONGITUDINAL WIND ANALYSIS Plan Number /Job I RIGHT ELEVATION #11040 Grid: A B C D E F G H Wall Ht. 8.1 8.1 ft. N Wall Ht. 9 9 ft. ft. Length 50 50 ft. Y 13 17 ft. LEVEL: UPPER Roof 1 1 Ridge /Gable Ht 6.5 6.5 ft. OH front 2 ft. OH back 2 ft. Area front -16 -12 sq.ft. Area back -12 -44 sq.ft. V front 1700 0 0 0 0 0 0 lbs. V back 0 1424 0 0 0 0 0 lbs. LEVEL: MAIN Roof Ridge /Gable Ht ft. OH front ft. OH back ft. Area front 34 sq.ft. Area back 10 sq.ft. V front 2882 960 0 0 0 0 0 lbs. V back 734 2516 0 0 0 0 0 lbs. LEVEL: Roof Ridge /Gable Ht ft. OH front ft. OH back ft. Area front sq.ft. Area back sq.ft. V front 0 0 0 0 0 0 0 lbs. V back 0 0 0 0 0 0 0 lbs. 0 0 0 0 0 0 0 0 z w oC 2 D JU UO N C0 LU C0 L w uL Q Cj) = F - w z F- 0 z f- LLI ULa .O N 0H w H� LO .z w U= O z PROJECT: JOB #: ✓ / t _ TSE Architecture A Engineering • Planning BY: 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 DATE: I2 XO 2 & TRANSVERSE SEISMIC ANALYSIS BASE SHEAR DISTRIBUTED Plan Number /Job ID PLAN VIEW #110402 H C Imo' It 0 C B A Grid: LONGITUDINAL SEISMIC ANALYSIS H G F E D C B Transv. Walls A R 1802 F 2544 R 2647 F 3763 R 1508 F 2168 R 2216 F 3211 1 2 13 4 15 6 17 LONGITUDINAL SEISMIC ANALYSIS H G F E D C B Transv. Walls A Grid: 1 12 13 Long Walls 1 15 Ila i lbs. lbs. lbs. lbs. il lbs. lbs. lbs. lbs. z ;� Z w w JU 0 C/) 13 �_ F— �LL WO LLQ to = �W z F— F— O z F— W5 U(3 O N F— WW tL O ..z w U= O z 2 17392 2420 2 2373 3227 2 2 1361 1880 2 2 1859 2510 2 Grid: 1 12 13 Long Walls 1 15 Ila i lbs. lbs. lbs. lbs. il lbs. lbs. lbs. lbs. z ;� Z w w JU 0 C/) 13 �_ F— �LL WO LLQ to = �W z F— F— O z F— W5 U(3 O N F— WW tL O ..z w U= O z -' TSE p PROJECT: JOB #: 3 15 Ka Architecture • Engineering • Planning BY: 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 DATE: �'2f t ��o Z 7 Plan Number /Job ID SEISMIC DESIGN FORCES #110402 TRANSVERSE 0.2181 AB = 1810 sq.ft. GRID LEVEL Lsw Eh r E E/1.4 (ft.) (lbs.) (lbs.) (lbs.) 1 UPPER 29 4107 0.1733 4107 2934 MAIN 23 5862 0.2181 5862 4187 2 UPPER MAIN 3 UPPER MAIN E 23.5 4066 0.2117 4066 2904 23.5 5824 0.2121 5824 4160 r (max) = 0.2181 AB = 1810 sq.ft. 2 - 20 / r(max)*SQRT(AB) = -0.156 Rho = 1.000 �w D 00 co o W = CO LL w 0 Q LL N � = �w Z H 1-0 z E- w UJ 2p U O �. WW U. =U — O W z .^ V! } O z } 3 T SE PROJECT: JOB #: Architecture • Engineering Planning BY: 1 12810 N.E. Woodinville, WA 98 A (425) 6601 DATE: I t `ID Z SEISMIC DESIGN FORCES LONGITUDINAL GRID LEVEL Lsw Eh r 1.310 Rho = (ft.) (lbs.) A UPPER 16 3688 0.3143 MAIN 6.25 4272 0.6811 B UPPER 0 MAIN 15.25 1352 0.0883 C UPPER 31.5 3645 0.1578 MAIN 24.5 4412 0.1794 0 r (max) = 0.6811 AB = 1810 sq.ft. 2 - 20 / r(max) *SQRT(AB) = 1.310 Rho = 1.310 Plan Number /Job ID #110402 E E/1.4 (lbs.) (lbs.) 4830 3450 5595 3997 1770 1265 4774 3410 5779 4128 Z �w �0 UO W� S2 U- w� 9 -1 � =W F— O Z R LU �� U� ON WW LLO Z W U 1 O Z A TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 PROJECT: b JOB #: r 5 � BY: Woodinville, WA 98072 • (425) 481.6601 DATE: 12 2 o az TRANSVERSE SHEARWALLS Plan Number /Job I #1104 M Grid 1 Grid: A B C D E F G H Level: UPPER Lsw 29 ft. v wind 96 plf v seismic 101 plf USE: SW1 R wind 779 Ibs R seismic 819 Ibs Roof Trib. 3 ft. Roof DL 1479 Ibs Wall DL 2349 Ibs Uplift wind 0 Ibs Uplift seismic 0 Ibs USE: Level: MAIN Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Floor Trib. Floor DL Uplift wind Uplift seismic USE: Anchor Bolts 8 244 182 SW2 3179 2671 0 720 1 80 1855 1479 H2 ABO 15 244 182 SW2 3179 2671 0 1350 1 150 1439 1105 H2 ft. plf plf Ibs Ibs ft. Ibs Ibs ft. Ibs Ibs Ibs Note: SWx (Shearwalls), Tx (Floor Ties), Hx (Holdowns) and ABx (Anchor Bolts) are scheduled per sheet TSE -1 except ABO = 5/8 inch diameter anchor bolt at 48" o.c. w/ 2x sill plate which is typical unless noted otherwise. z z �w D 0 CO 0 co Lu J H CO L w LL Q co d =w H O z E- LU �5 U� ON 13 f- w LL O W z co 0 O z �i ti -' T5E � q5 PROJECT: JOB #: 3 Architecture • Engineering • Planning BY: 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 DATE: 1 2 &4' Z4O f 4 e /Q TRANSVERSE SHEARWALLS Plan Number /Job #1104 Grid 2 Grid: A IF IG IH Level: UPPER l I B I I I NO S KFR kWA LA-5 AT carp 2 z '~ w � JU UO co 0: U. w� U- (1) CY =W �O z t- W U� co D H- WW F� u- O .. z W v= o� z If _.�._. TAE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 PROJECT: JOB #: BY: t z/Z(P / Woodinville, WA 98072 • (425) 481 -6601 DATE: b Z TRANSVERSE SHEARWALLS Plan Number /Job I #1104 re Grid 3 Grid: A B C D E F G H Level: UPPER Lsw 23.5 ft v wind 119 plf v seismic 124 plf USE: SW1 R wind 962 lbs R seismic 1001 lbs Roof Trib. 3 ft. Roof DL 1199 lbs Wall DL 1904 lbs Uplift wind 0 lbs Uplift seismic 0 lbs USE: Level: MAIN Lsw v wind v seismic' USE: R wind R seismic Roof Trib. Roof DL Wall DL Floor Trib. Floor DL Uplift wind Uplift seismic USE: Anchor Bolts 11.5 239 177 SW2 3111 2594 0 1035 1 115 1875 1482 H2 ABO 12 239 177 SW2 3111 2594 0 1080 1 120 1821 1433 H2 plf plf lbs lbs ft. lbs lbs ft. lbs lbs lbs z �w D UO C/) 0 wi J F.. CO LL wO U . f� D = �w z e— t— O z F- uj �5 U� ON w H �. UO .• z w Co O z L 145E 121 f 0 1 12 �AT.E2 4G I?Cs +j4 r P +JE L s s� F sK�F r t3 z z �w aa JU UO NO J CO w W LL ¢ =W t- O z t-• W U 0- . O H WW ILL w z U= O F-' z s TSE r� PROJECT: JOB #: Architecture • Engineering A Planning BY: 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 V !' Z/2 6 f a Z 1 1 2 DATE: LONGITUDINAL SHEARWALLS Plan Number /Job I #110402 Grid A Grid: 1 2 3 4 5 6 7 8 Level: UPPER Lsw 9 3.5 3.5 ft. v wind 106 106 plf v seismic 216 216 plf USE: SW1 SW1 R wind 860 860 Ibs R seismic 1747 1747 Ibs Roof Trib. 15 3 ft. Roof DL 2295 179 Ibs Wall DL 729 284 Ibs Uplift wind 0 629 Ibs Uplift seismic 386 1539 Ibs USE: T1 (2) T1 Level: MAIN Lsw 2.75 3.5 ft• v wind 461 plf v seismic 665 plf USE: LRP SW5 R wind 6353 Ibs R seismic 10456 Ibs Roof Trib. ft. Roof DL 0 Ibs Wall DL 315 Ibs Floor Trib. 5 ft. Floor DL 175 Ibs Uplift wind 5877 Ibs Uplift seismic 10028 Ibs USE: H-10 Anchor Bolts ASS Level: I L 145E 121 f 0 1 12 �AT.E2 4G I?Cs +j4 r P +JE L s s� F sK�F r t3 z z �w aa JU UO NO J CO w W LL ¢ =W t- O z t-• W U 0- . O H WW ILL w z U= O F-' z PROJECT JOB #: TSB � s Architecture • Engineering A Planning BY: 12810 N.E. 178th Street, Suite 101 / Woodinville, WA 98072 • (425) 481 -6601 DATE: APA "Sturd -I- Frame" w FA Z1 C/L M2 H W f Z2 2 W1 L Z (WIND) Z (SEISMIC) w (DL) w (LL) LL (SEISMIC) 635 835 80 0 0 Ibs. Ibs. plf plf % H D L W1 W2 8 1 8 16.5 0 ft. ft. ft. in. in. 1 WIND SEISMIC WIND Z1 = 635 835 Ibs. 427 ft.lbs. M1 = 4445 5845 ft.lbs. 3.125 12 75 M C/L 640 0 in. in in ^3 (DL) (LL) M1 (TOTALS) WIND 5138 ft.lbs. SEISMIC 6272 ft.lbs. w (SL) SL (SEISMIC) 100 0 plf % AR1 AR2 Fb 5.82 CD (WIND) 1.6 838 2400 838 O.K. 165 WIND SEISMIC Z2 = 0 0 Ibs. M2 = 0 0 ft.lbs. 800 1440 ft.lbs. (SL) (TOTAL) Cr 1 M2 (TOTALS) WIND 693 ft.lbs. 1 SEISMIC 427 ft.lbs. CONTINUOUS HEADER DESIGN Material Type /Specie Grade Fb si Fb Fv (p si) CD (WIND) 1.6 Manuf.Lbr. GL 24F -V4 2400 1200 165 CD (SEISMIC) 1.33 Timber CD (SNOW) 1.15 Dimen.Lbr. Cr 1 CH 1 Properties: b d S 3.125 12 75 in. in in ^3 fb Fb' fb / Fb' fv FV fv / FV D + L + S (UBC 12 -12) 230 2760 0.08 29 190 0.15 D + L + S/2 + W (UBC 12 -14) 822 1920 0.43 46 264 0.18 D + L + S + E/1.4 (UBC 12 -16) 1003 1596 0.63 46 219 0.21 psi psi psi psi USE: GL 3.125" x 12" v 10.10.02 M1 z �w QQ JU 0 N co III J H N LL w � 3 LL N =w H z� zo �5 �o U O N 0 I-- III w LL O .z w U= O z TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 PROJECT: JOB #: 3Q5 BY: Woodinville, WA 98072 • (425) 481 -6601 DATE: 1 Z LONGITUDINAL SHEARWALLS Plan Number /Job ID #1104 2 Grid B Grid: 1 2 3 4 5 6 7 8 Level: UPPER Lsw ft• v wind plf v seismic plf USE: R wind Ibs R seismic Ibs Roof Trib. ft. Roof DL Ibs Wall DL Ibs Uplift wind Ibs Uplift seismic Ibs USE: Level: MAIN Lsw 6 9.25 ft. v wind 111 111 plf v seismic 83 83 plf USE: SW1 SW1 R wind 1000 1000 Ibs R seismic 746 746 Ibs Roof Trib. ft. Roof DL 0 0 Ibs Wall DL 540 833 Ibs Floor Trib. 14 14 ft. Floor DL 840 1295 Ibs Uplift wind 310 0 Ibs Uplift seismic 125 0 Ibs USE: H1 Anchor Bolts ABO z i� '~' w tY � D UO N o J = F- CO L w U. ?. C'0d =w z� HO z H W w U 0' O co o t-- wW u' O w z co O E- z - TSE PROJECT: JOB #: J! 5 �� Architecture Engineering • Planning BY: vw 12810 N.E. 178th Street, Suite 101 /C Woodinville, WA 98072 • (425) 461 -6601 DATE: 2 Z6 a 2 0.7 LONGITUDINAL SHEARWALLS Plan Number /Job #1104(12 Grid C Grid: 1 2 3 4 5 6 7 8 Level: UPPER Lsw 12.5 19 ft. v wind 45 45 plf v seismic 108 108 plf USE: SW1 SW1 R wind 366 366 lbs R seismic 877 877 lbs Roof Trib. 15.5 15.5 ft. Roof DL 3294 5007 lbs Wall DL 1013 1539 lbs Uplift wind 0 0 lbs Uplift seismic 0 0 lbs USE: r OPENING REIN -. - SEE SHT. �f'p Level: MAIN 5 Lsw 10.5 14 ft. v wind 103 103 plf v seismic 168 168 plf USE: SWZ SW2 R wind 1395 1395 lbs R seismic 2644 2644 lbs Roof Trib. ft. Roof DL 0 0 lbs Wall DL 945 1260 lbs Floor Trib. 6.5 7 ft. Floor DL 683 980 lbs .Uplift wind 0 0 lbs Uplift seismic 0 0 lbs USE: Anchor Bolts ABO z �w t�t � JU UO Co 0 co Uj J_ CO W w U- U) =w H O w �5 U O N D H- wW u. O .. z w U to O z -' T5E PROJECT JOB#: S Architecture • Engineering • Planning BY: 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 DATE: 4& 6 1 0 Z- — A REINFORCEMENT AT OPENINGS IN LONGITUDINAL SHEARWALLS Plan Number /Job I #110402 Lsw Grid C Grid: 1 2 3 14 15 16 Level: UPPER 8 ft. ft. Opening plf plf ft. Lsw plf plf v (max) LSTA21 V (XI) = v (x2) Grid Opening = ft. X1 = ft. X2 = ft. Grid Opening = ft. X1 = ft. X2 = ft. Level: MAIN Opening 5 Lsw 14 v (max) 168 V (xl) = v (x2) 262 Grid Opening = 5 ft. 2 -3 X1 = 4 ft: X2 = 5 ft. v (x) _ T1 = T2 = v T1 = T2 = v (x) = T1 = T2 = plf lbs. lbs. plf lbs. lbs. 262 plf 374 lbs. 468 lbs. 7 8 ft. ft. plf plf USE: USE: ft. ft. plf plf USE: LSTA21 LSTA21 z z �w QQ JU 00 to 0 ca w J = H S2 U- w LL Q. cf) D = �w z F- O z f- W5 U� ON 0H wW F� U-- O z co O z C11 w d �Q NOTICE: IF THE DOCUMENT IN THIS FRAME I LESS D CL EAR - THA N THIS NOTICE IT IS DUE TO THE QUALITY OF �I I■r • olmo J 0 0 N W CJl f ALLIANT ENGINEER640 & LAND SURVEYING INC. P.O. BOX 2596 WOODINVILLE, WA 98072 -2596 (425) 485 -1083 June 30, 2004 0r- ro ,d�• �f - 4 3' -5' Black Medium Sand 5' -8' Black Fine Sand, loose 8' -10' Black Medium Sand No ground water was encountered SL2: 0 -2' Brown Fine Sand 2' -9' Black Fine Sand, loose No ground water was encountered SL3: 0 -2.5' Brown Loamy Sand 2.5' -8.5' Black Fine Sand, loose No ground water was encountered SL4: 0 -3' Brown Loamy Sand 3' -6' Black Fine Sand, loose 6' -8' Black Medium Sand No ground water was encountered ✓ r'ryROF T 1116 �N 302Q pFRMIT�FNT� 04 .R RECEIVED JUL 2 2 2004 PUBLIC WORKS 14�(14* zz Z }�- �W Darryl Doak Q� J U Doak Homes, Inc. v o Cl) 11812— 26``' Avenue S W W Burien, WA 98146 w o RE: Small Site Drainage Plan Soil Report for Parcels A, B,C and joint use driveway of 2 BLA L03 -038 on S. 116`'' St. a cod Dear Darryl, W This report presents the results of our research and investigation of the above ? 1 described site. The purpose of this study was to provide subsurface soil identification and Z O estimate depths to seasonal water tables in accordance with the King County Surface Ul W Water Design Manual (1998). v o co On April 16, 2003 I conducted a soils investigation and site inspection on the o subject roe The 1973 Kin Cou SCS Soil Sur does not ident the soils on • j property. rtY• g tY Y fY W W the subject site. Our investigation determined the site to be underlain with Pilchuck Loamy Fine Sand. The on -site soils encountered during this investigation appear U. O adequate for infiltration of surface water. Soil logs test pits were dug in the vicinity of z co the proposed infiltration trenches. The results of the testing is as follows: v o � z SL1 0 -3' Brown Loamy Sand 3' -5' Black Medium Sand 5' -8' Black Fine Sand, loose 8' -10' Black Medium Sand No ground water was encountered SL2: 0 -2' Brown Fine Sand 2' -9' Black Fine Sand, loose No ground water was encountered SL3: 0 -2.5' Brown Loamy Sand 2.5' -8.5' Black Fine Sand, loose No ground water was encountered SL4: 0 -3' Brown Loamy Sand 3' -6' Black Fine Sand, loose 6' -8' Black Medium Sand No ground water was encountered ✓ r'ryROF T 1116 �N 302Q pFRMIT�FNT� 04 .R RECEIVED JUL 2 2 2004 PUBLIC WORKS 14�(14* Base upon the soil test pits on the site, the proposed infiltration sites for the three residences and driveways appears to be adequate for an on -site infiltration systems in accordance with the requirements of the King County Surface Water Design Manual (1998). Groundwater was not observed on the site at depths up to 10' during the inspection. Evidence of a seasonal ground water table was not observed within 10 feet of the existing ground surface. Estimated depth to water table is >9 feet. We recommend that the roof downspouts of the future residence on the site be discharged to a "Dry Well" per the King County Surface Water Design Manual (1998). The conclusions and recommendations stated herein are opinions derived in accordance with current standards of practice. No other warranty is expressed or implied. Sincerely, ( Timothy L. Schriever Professional Engineer _ ac EXPIRES LOA/ to a s 2 z LL w 6 J U UO CO N w O �a_j � =w w� W U� O- 0H =v U. .z CO O H z Oct 26 04 11 %08a Tim Schriever ALLIANT ENGINEERING & LAND SURVEYING, INC. In P.O. BOX 2596 WOODINVUE, WA 98072.2596 (4251485 -1453 Darryl Doak Doak Homes, Inc. 11812— 26 Avenue SW Burien, WA 98146 RE: Foundation Footing Drain for Parcels C of BOA, L03 -038 Site Address: 3555 S. 116` St. October 25, 2004 Dear Darryl, The finished floor for - the future residence on this site is proposed at elevation 22.0 per the Small Site Drainage Plan. On April 16, 2003 I conducted a soils investigation on the subject property and determined that there was greater that 8 feet of sandy soil above the seasonal water table or restrictive layer. Due to the relatively deep soil depth, it is nay opinion that no footing drains are necessary around the building foundation if the floor of the crawlspace is 30 inches below the main floor at elevation 19.5. The proposed roof downspout drywell must be placed at lease 10 feet west of the proposed house per the Small Site Drainage Plan. Sincerely, Timothy i.. Schriever Professional Engineer ti RECEIVED C O R R E C T I O t CITY OF TUKWILq 2 2 LTR# OC 7 P.3 PERMIT CENTER P 0 ' :a i ...:..:..:...::: . y ....,«... t.:..;..,: �..,......: a. su: �:,;, �«1 �1..'._.. �.;:.: t::.,.•.}: u.. �.+.. d'.1.; �r..;. S,. o: E;.:: a. 4u:.: ia: �.:: t1:;:.. ari✓ ti14.: ebY. AF4l.'}: :.naiJiixi.v ^•r.:wr..:t >'n}n+ei `+ aJU" �s.::an.ue.W.aS,.iiur::lisfa:la 425 - 405 -1083 z �Z w JU 0 ND J = CO) U _ w LLQ cn = �w z 1- o z �- U O N 0 h_ w u. O ..z w U= O F " z Oct 26 04 11:08a Tim Schriever 425- 485 -1003 C OF 3 116 yp) 31.E DATA: 22.27 - -----' 21 8.84 3.34 'OPOSED UNDERGROUND UTILITIES V/ CONDUIT BORED UNDER TRAIL x--20 EKISIING � UTILITY POLE , p.4 j ---- PR o0S POLV W 22' PRIVATE .FOR THE BE RECORDING I o FED � I z I n 28 AI \ I c FEI N I <�o AT LE U, MUST UNLE! D o N <D i W d I rn v I — FJTUF 4b, PqR [ cn (1I DR 2� 7 , 2DOg4 SET PK NAIL & FLASHER #22594 IN ASPHALT r 20.00 CORRECTION L.TR# - y .. Y'SHRf• iGrt". xv# �rI+ N+ `7n�r:?vnr7.�mr�HMMss..M^��e.,: •pw;,<n .. . N. x. �e. r; w... xr^. �,»; :n�,; %.frdl,'�J'A Z F W � D JU 00 U J = H �LL WO Q � LL Q U� CY _ 11J �0 w �5 U� 0- 1.- WW F- lL 0 �Z U= O Z I 1908 October 14, 2004 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mr. Darryl Doak, Sr. Doak Homes, Inc. 11812 26 Avenue Southwest Burien, WA 98146 RE: CORRECTION LETTER #2 Development Permit Application Number D04 -235 Doak Homes — Lot C — 3565 South 116`" Street Dear Darryl: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time, the Public Works, Planning and Fire Departments have no comments. BuildinE Department: Ken Nelsen, at (206) 431 -3677, if you have any questions regarding the following comments: 1. Please provide complete footing drain dispersement plans and details. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Stefama Spencer Permit Technician encl xc: File No. D04 -235 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 e Fax: 206 -431 -3665 .. �e. :. •.:: W.;»:,.,, :.t;;,•,..`.r �.....!_i ' a�aaNfs+''}r.ri: :.M f?a? ''r�,.c#?+' ',w dW� ,iPran+a'i w4....e.loo. : ?i�: Z 3:W � D JU UO U) C0 L w u_ ¢ U❑ = r w Z z� W W U ON ❑ N w HP u' O --Z w U= O Z K l O = J : uai cn'� 1908 August 24, 2004 Mr. Darryl Doak City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Doak Homes, Inc. 1181226 1h Ave4nue SW Burien, WA 98146 RE: CORRECTION LETTER #1 Development Permit Application Number D04 -235 Doak Homes, Inc — Lot C — 3565 South 116' Street Dear Darryl: 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 any 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 Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted tkroujeh the mail or by a messen,eer service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Stefania Spencer Permit Technician encl xc: File No. D04 - 235 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Z �Z �w aa J0 00 CO LU �LL w LLQ CO O = �w z X F-- O Z F- w U ON OH w �U �- O Z W O 0 E- Z CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS www.ciAukwilama.us Development Guidelines and Design and Construction Standards z Project Name: Doak Homes Z UJ Lot C Parcel 073300 -0131 File #. D04-235 0 Review #: 1 0 Cl) Date: 08.19.04 Reviewer: L. Jill Mosqueda, P.E. w � 0 J U Q The City Of Tukwila Public Works Department (PW) has the following comments regarding N :D your application for the above permit. Please contact me at 206.431.2449, if you have any w questions. z F .. w ~ } A. PW issues a Type C permit as part of the building permit. For the Type C W o 1 permit, PW collects a base application and plan review fee when the co o application is submitted. The fee pays for two reviews and two inspections. _ UJ Public Works charges for additional reviews and inspections. U- o B. B. For right -of -way work, you may apply for a separate Type C right -of -way w z permit. Unless you indicate you will apply for a separate Type C permit, all s right -of -way work for all three lots will be part of D04 -232. The right of way z work includes: (1) Water tap for Lot A, (2) Connection to existing water service stubs for Lots B & C, (3) Connection to storm drain system in S. 116th St., (4) Access curb cut. C. The City will not allow cuts in the pavement in S 116th St., which was paved less than three years ago. D. Tukwila provides the water service to this parcel. The Duwamish water service connection fee is $3975.44. w gsy city of Tukwila Steven M. Mullet, Mayor W s 1 - 0 '" July 6, 2004 Department of Community Development Steve Lancaster, Director Mr. Darryl Doak Doak Homes, Inc. 11812 26` Avenue SW Burien, WA 98146 RE: Letter of Incomplete Application # 1 Development Permit Application D04 -235 Doak Homes — Lot C — S 116' Street Dear Darryl: This letter is to inform you that your application received at the City of Tukwila Permit Center on June 30, 2004, is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: Buildine Department: Bob Benedicto, at 206 431 -3675, if you have questions concerning the following: 1. Please provide a complete site plan showing property lines and setback dimensions required to locate building on site. 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 or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, Stet�*Sppencer Permit Technician Enclosures File: Permit File No. D04 -235 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Z Z �W QQ JU UO. NO W = H CO U WO U - = C3 �W Z F- F- O Z F- LU W UO O N O h- W HF- LL O W Z U O CO ~ Z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -235 DATE: 04 -18 -05 PROJECT NAME: DOAK HOMES - LOT C SITE ADDRESS: 3565 SOUTH 116 Original Plan Submittal _Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 afte before permit is issued DEP RTMENTS: K AC Buil inyDiVision 10 Fire Prevention Planning Division (�] Public Wo &M �1,� t�.t�� Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 04 -19 -05 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 TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS CORRECTIONS DUE DATE: 05 -17 -05 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: PERMIT COORD COPY Documents /routing sllp.doc 2 -28.02 Z'1i�:ti z '~ w JU 00 Cl) CO W W N CO W WO 2� 9 L_ N =W F Z z F . HO z �- w w CO U� 0— 0 f- WW z W CO O z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -235 DATE: 10 -27 -04 PROJECT NAME: DOAK HOMES - LOT C SITE ADDRESS: 3565 SOUTH 116 STREET Original Plan Submittal Response to Incomplete Letter #,_ X Response to Correction Letter # 2 Revision #_after /before permit is issued DEPARTMENT Bull in ivision Lj Fire Prevention El Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10 -28 -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: TUES /THURS RO y ING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 11 -25 -04 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing sllp.doc PERMIT C O O R D COPY 2 -28.02 z 3 z �w QQ JU UO C0 W J C0 L w 9_j U_ _ to d =w �_ z F- HO z 1_ W w U� O 0 o f- ww iL O . w z U= O F- z PERMIT COORD CORY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -235 DATE: 09 -28 -04 PROJECT NAME: DOAK HOMES — LOT C SITE ADDRESS: 3565 SOUTH 116 STREET Original Plan Submittal X Response to Correction Letter # 1 Revision #_after /before permit is issued DEPARTME N - 'D 4 Buil i ivi 1 Fi re Prevention ❑ Planning Division Public Works 4 m 1d , �_ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete I Incomplete ❑ Comments: 0 DUE DATE: 09 -30 -04 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ; , Structural TING: Please Route Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: / 0 'ly` 10 11 Departments issued corrections: Bldg IiC1 Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip,doc PERM C O O R D COPY 2 -28.02 Response to Incomplete Letter # DATE: DUE DATE: 10 -28 -04 Not Approved (attach comments) z ~w � 1U U CO 0 W= H CO L LU La �D = �LU Z F- I_ O z F_ W W U� O� o�_ LU LU F- LLO ui z to O z P p,WT 000RD COPY PLAN EVIEW/ROUTING SLIP ACTIVITY NUMBER: D04 -235 PROJECT NAME: DOAK HOMES - LOT C SITE ADDRESS: TH STREET Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # after/ permit is issued DEPARTMENTS: 6 0 - I& - 4 Bui ding Division [� Public Works, _ �. �12 kw�, - � -�3• Fire Prevention _ $.tructural ❑ DATE: 07 -15 -04 I&A -�Y Planning � Division El Permit Coordinator X DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete V Incomplete ❑ Comments: DUE DATE: 07 -20 -04 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROU G: Please Route Structural Review Required REVIEWER'S INITIALS: n APPROVALS OR CORRECTIONS DUE DATE: 08 -17 -04 Approved ❑ Approved with Conditions E] 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: PERMIT COORD COPY Documents /routing sllp.doc 2 -28.02 f ... � e,,,F �,� a.a w.} r i 1i �. .s.r.,..!, �..W;.Y?dri:thr ?snµ�st'',� ' `,'�" $�f.'u. • o-�•' .sy= .n:k;.iwu � r fYxlii�.raF '.� '`ti"�`d• .�+. AU f31 uta+W.Ltxe4' ❑ No further Review Required DATE: z '~ w JU UO W = H Dw w 9 J U_ N =w z� �O z i_ W w U� CO off wW �U U" O z W to O z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -235 DATE: 06 -30 -04 PROJECT NAME: Doak Homes — Lot C SITE ADDRESS: 6 1 4 � X Original Plan Submittal Response to Correction Letter # — Response to Incomplete Letter # Revision #_after /before permit is issued DEPARTMENTS; Building ivis'fon d Fire Prevention [�} Planning Division El Public Works © Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thur Complete El Incomplete Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: °'� LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire ❑ Ping ❑ PW ❑ Staff Initials: TOES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS Approved Notation: ❑ Approved with Conditions ❑ DUE DATE: 07 -01 - 04 DATE: DUE DATE: 07 -29 -04 Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY Documents /routing slip.doc 2.28 -02 z ~w JU 00 CO w �_ I— (1) w 9Q cl) a =w �O z F-- w �5 UC3 0 0 1_ wW H� LL O z w U= O z PROJECT NAME: 1�Da - �o' Let (-_ PERNA NO Site Address: 9 - - -- Original Issue Date: /2 -G ay REVISION LOG Revision No. Date ` Received I Staff `► Date I Staff Initials I Issued Initials Date ` Issued Summary of Revision: Summary of Revision: 6r eoz-e - z� Received By: Received By: Received Bv: rplease print) Revision No. I Date ! Staff 1 Received I Initials Date I Staff I Issued Initials Date ` Issued Summary of Revision: Summary of Revision: Received By: " (please print) Revision No. Date I Received Staff Initials Date ` Issued ` Staff I Initials Summary of Revision: Summary of Revision: Received By: Received By: (please print) Revision No. I Date Received Staff Initials Date Staff Issued Initials Summary of Revision: Received By: tpiease pnnu Revision Date Staff Date =1nitials No. I Received I Initials , Issued I I ! Summary of Revision: L Received By: (please print) z �z �w 2 D JU UO to 0 LL WO 2� J U- ? to a =w ~_ z f- ir- O z F- 25 U ON C] t_- WW U- z ui co O z City of Tukwila Department of Community Development 6300 Southeenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Pax: 206431 -3665 Web site: http: / /www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director REVISION SUBMITTAL ` Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: A __�_ rr I- I T - ©S Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # / after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: A4 A/O/ Project Address: �6 �, /��? S% > �� / r. �, ' Al Contact Person: °,��,�f Phone Number: �Z, p6- Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: c�s M Entered in Permits Plus on 11'O,5 pp ications orms -app ications on fineVevision submittal Created: 8 -13 -2004 Revised: z �Z �W 6 2 D JU U UU -1F (0 LL WO LLa to D = �w z I— O z I— 25 U ON 0H w F� 1J O .. z U= O~ z ..-.1` -1 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206- 431 -3665 Web site: http:Mvtvw.ci.tukwila.iva.its REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 7, Y Plan Check/Permit Number D04-235 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Doak Homes — Lot c Project Address 3565 South 116 Street Contact Person Darryl Doak 574 Phone Number: .2 C? 3 � 9 Summary of Revision: Zyfo— er — PER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on" pplications lorms- applications on line evision submittal Created: 8 -13 -2004 Revised: Z F= JU (3O NO W_ U) LL w LLQ �D = �w z F— O Z F-- w w U� ON o F— wW �F- wZ U F = 2 O Z City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: httn: / /www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director Al I y'!t .4r �% .1 1 .:1 1 N y� A � l f RE SrI ION SUBIM�IE l T` `y ` r . r Revision: submittals must be submitted its person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: �- 2 6 -0 Y Plan Check/Permit Number D04-235 ❑ Response to Incomple4e Letter # ® Response to Correction Letter # 1 r , ' ❑ Revision # after Permit is Issued Shp � wr14 ❑ Revision requested by a City Building Inspector or Plans Examiner "? 8 AF �'T 00 7 � Project Name Doak Homes — Lot c Project Address 3565 South 116L Street Contact Person Darryl Doak 5 "k Phone Number: Cell -Z& 6 3 7 A - A2, f!D Summary of Revision: �o P" 0), Iry ;t -bO 2,32 too // C'a V eo- A// Cv0/2"t , Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: W Entered in Permits Plus on ?- - eg'd pp I ications bans -app I ications lineVevision submittal Created: 8 -13 -2004 Revised: z H Z w JU UO U CO u w La = �w z E- Z� W w U� CO_ o F- wW ll. 0 ui CO O z ���% ���s :���rlrrtr�;_;►�s�l•�QSt.�- � rrs� City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: `o — Plan Check/Permit Number: D04-235 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after /before Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name Doak Homes -Lot C Project Address: Contact Person Darryl Doak / Phone Number Summary of Revision: S * x lww slWOMOO We-Ob "^r . / npr��p PERMI cE� '�R Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 96 ^ Entered in Sierra on ? —/5 �U(� 07/06/04 z ~w � D UO U W = F- N O W }} 9J LL Q U) D s �W Z t— O w ~ W U� ON 0 E- wW F- �. LL O .. z w U= O z Look Up a Contractor, Electrician or Plumber License Detail .--. Pagel of 3 Topic Index Contact Info IF rch µ Home ': Safety Claims ft Insurance Workplace Rights Trades 8 Licensing Find a Law or Rule Get a Form or Publication Look Up a Contractor, Electrician or Plumber .... �,..__....._... __....._..._.. ,_._ ..........._.......... r_...._......-__...... . ........ .. ...... _.._........... _.............. a..__....__ -.. ..._.,_.. . General /Specialty Contractor ;A business registered as a construction contractor with L.Etl to perform construction work within the scope 'of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information License DOAKHI "092NZ Licensee Name DOAK HOMES INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601329337 Verify Contractor Pre Aum- Status Ind. Ins. Accou d i 58243002 Business Type CORPORATION Address 1 11812 26TH AVE SW i Address 2 City SEATTLE County KING State WA Zip 98146 Phone 2062466587 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 8/9/1991 Expiration Date 8/8/2005 Suspend Date Separation Date Parent Company Previous Li cense DOAKH" "10605 Next License Associated License Business Owner Information Name I Role I Effective Date https:H fortress. wa. gov /lni/bbip /detail.aspx ?License= DOAKHI *092NZ 12/09/2004 Z � W UO Cl) 0 C0 Lu J = H C0 L W LL = C! �W z X ZO W5 U� ON � H WW 2 LL 0 —O W Z U= O Z , � • • A•I fir. T - • - • h1(% 31 X001 guh . CFzANE CEgIGrJ, I„r-.. R�►�ci vie III �...e� Rlgl,l�+ 11-� � 1r� _ � I A t Cart 1 J • , � �� 111 • •; ' • N .� r L N « • + ii c� N P. 10,000000 06 •' • • • • r • w• • • ••. .• .. "Now e••• • • • • 4iMGe +1 ••• • � • ••Ir •uw.•�w• •. � . • rta•r e � � � �� ` •. _ _ • M•.r•r••••• • . W •, •e_. •�•^ w..+m• ♦• - • ...4m•to qw• • • •. o• •••• a1•- �a•r••/- •... .. 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'' ' � � • . _. ,. - .. � 1• ��• • r•••� erg �,4• t ' ^ - ' NOTICE: �. 1 I C�I.IS� �ll..i�1 .��2 ►��C.�L. ��5a � �. �•' 11-IE DRAW Set FORTH Gt4 Two ELt or muiLt7 _ t i `( ! i }.. � �s AS INSTR�uMENtS OF SE RVI CE, ARE `A' C� 6 1-1=. �' I M,e►IN THE FR�OrEWY Gf CRANE pEgIGN• INC. , � -� - PL" ARE C,O P YRIG14TED MATERIAL ANC THEIR l � � � b� �M� �s t!� sooli� ��a� 1 R EET r i OH • r i I�C� ST USE 15 L111TED TO THE CCNSTRUCTION CF ONE - d CO STMXTUFRE ,N` YEAR OF 14ASE E3Y THE OM A 9►F C:IFIG IMJIL17M SITE. • A � • •.�' M—_, ��•�— _••....•• r•. r_ M .• �•�•r••.F_•._rr•_•M•iMM�_q,_• .••4.. - •_•_fir t�4sER ONL FOR A I �+ Is � � _ _ -_.._ • ; ` 1 PL" My UsE o� P�EUSE OF S AID E�t11 Lq � T'Y iQI p WItNOU I•E I TT • ATE: a X11 ► �" - ------ _w_ --.__ _ S t MWO 1E RIISSICN OF C� DC�SIGN/ INC.. YIR TORS WILL t o w f'� ` f ' FOR COPY RIGU r V BE PROSECUTED IN �EF�►L COUNT � N� } r ItIIIIIIIIIII4.1 EMENT M TN INE? $ UP TO 1� "P�. r V IOLAT ORS WILL. PA ALL ATT Y FEES A COURT COOT$. U)RITTEN t7IM"IONS ON THE DR,4WM5 NA NAVE GEDENGE O R SCA I� , s LL y� alt- ,�NSlc�g. UJI Sp 80 Mph GONJRACTCR ALL CHECK A ` VERIFY L uI�� h P AIN TO T14E E XPO SI - J' RE' frI ENSICNS AND GONDItIC7N.9 ERT ING ` --T PF2IC�R TO PPOCEED tJGr t0 1- GcN RL � P"NASE. CRANE DESIGN INC. MUST BE NOtlf~IED Cr- ._. -.-'- �'''. AN1' Y RIAT ION FRC"M TIE C IMM51" AN D /0P ,..,�,. ,......, -- .___ �.f..� l.i Nc y i TN '•E DRAWINGS. At••IY I �'.ICN � cc�ND tlCtJg sNa�uN cN E. --'• ._.�_. _ _._.. .. ,�. . . ... ... .. ' v $WALL E3E I�SCLVEV, BY CRANE DES +� =�1. .. ..._..._._. _ _. . ' • 10 � '' I T �•I 1 u�or� QR r NE ..._._.,._ Y�••.•'++ w._ w++.++ r.. r+ w+••.... ...........__...M.�•y�•�...!• - " ... .._...+.+r•+.. . _._.w••w r_—.. . .M.�. • • � . �r . f 1� INC. PPIOR TO 1= '1��'...EED t�lr3 U11 NE CON T RACTOR °.BALI. ACCE _ T FULL REdhCNg1E31L1TY 1=rR _ .. .._.... - .._ ••,....._.. I�ABIL I T'� d COST T4 RE __ _ .. __ ._.... -- .-- -.._.. __ ._ ».._ . _...._._._..._ - - -'• - _- 13 IMPG )EV ON CRANE DE SIGN, INC.. CUPR LIABILITY -,�-_ 4 - _. *k* . *k *— A... as•' . •.....r....�m.•.r-w�n--•n w• t� TO YOU OP DIY tNIRn PAmtY SHALL-No E xre.EE THE -FRICE PAID FOR CRANE DESICsN S PR _ � ""`_` _...Y "'- '�.,,,• ''�� � low WO _ .. -_._.. _ r _ ��._ �___.. . «•_. «... ___..._.. _ - -_. _ _• _ _ - _...._.. «'may �• IS to arras end .__.._ ,� -- _ �. C .•,. Of Of oft or arum m mao _.. i /x caw - .4d� Pi .a Ck of OKI rR cle/v _.�._.. -__ _ 1 _ �._ ofAwN- SI-IEE V a•.� �-- r ,.. = or r�_r•.F _•r•..•••�e�1•_ _.•__.._ ._ _. _....� _....__._..._._. ._._...«- _._..__.�___._"__..... ��.._._ -. _.___. __.. .... .. .... ...- .. _. ._...._..._._._..... -.r_..__r .... _- _•__ �-._..... _,r__•- ...--•— .__..i_.••.�.__.. .._. r_,_._. _. ..... .. _.._w. .._+.._r�wa_. -r ._rw_a._.._.. �.____._r__•....._- ._._.. • • r • 402 orte To Ra�orc��r 1°�dr►s It B��Xv�Z -3613 � � 20 02 � � � - • m Shall Che cked ArO v er j r lest rr 1 or 10 c oPY RIGHT ® I: BANE IDESIC�N fili;e j CONTRACTOR NOTE. �a►il DI erjSj - - - -- ,. •w.�l.�•+ �,•Ile�,••_► .•� +.w.r. _•.__�_�.Y. +orb .►r.w•+r. r ww_•r• l�wr. -- r _+�Y_ «w._wrs..rrwwr. .. .•Ve• -WI •IRw•, r :JAW.. ....�,.• ta''. .-. 'fit •. • - t - ,•. ,., •„ _ . _ ••- - - ._ - - -' -- ,... ��- . _ _... .. .. + • . - _ _ .. ... - . •... .. , .�. • •.+••, w •T S mss-• - - 1 ..._..•,.•�� -_ , �e .•« : �P.,:. •, .r i3 - � ;+ i 'A .1►, .Y ••�:;7�+ • . . J•r k r lr •, .:A Ir . R1'•a d + l • ,. 1 t A.YY _K . 1 ` ,, 1• ri•. ► w,., :,.. .♦:^ 4 ` .f)r.•Yr9 ''��'•.'•T', '. �.R T - ' • $*• i (: • CRANE t�E0116N, (. i•�'aecrves All Legal RI' h!a 1 flA lmr1 Al Oti lhle SI-va -et . guhJoRc! To CriniinA rornec cu!Iorr 1 NOTE: • . • • F SE LE GEND t. � �CONtRActo l IQ t0 CHECK AND VEIQIpy 301 L. AND + ANCWOR MOLL WAdt•� M SI•IALL 1 4 �• • ! 14 • �3LOI�E C •< IN VxVx3/16'. 1; • ONO I t I ONS 1°I 1+1 OIL; TO CONSTRUCTION ANCHOR WXTO sNALL kc1 E� Ili � �' iCRANE DESIGN SHALL 13E NOTIFIED OF ANY .. � �c • NOLDOLUJ PER 4CNElaULE � h • I :!/4' MIN. ADv. b6L.. OR 61". E y" CHANGE DUE O CON i t g TO D ONg ON 31 Y !! o} , E . •, , MuoslLLs I�oR Rd � Nt, - tit . r A ALL INtERiolt Poets • CRmi. •� b !g • gNEARW AL P ER SCNEC�ULE ! � i 6! N Ifil _ � •'.. G� I MALL AVE "S MY O o 415 .. « ANCHOR 13011' PER 'Y 1 1or 4 Bottom CTION. � . • - SCHEDULE • ALL POOTU" • PER"TER .* 6 ' ` r AtION WALL me 1BACkP1- LL - ' . ' ♦ ._• i • • 0­1 • STRUCTURAL DETAILS , I°E R T SE aNE E tl 8 • . • . A CRAM 8!°AGE TO 14AVE IS': , � �, • • • �• • • . SI"ACE ACCESS• . • 1` `7 ✓ mi t4 w. ' ± CRAAL SPACE TLE, S(..A.8 • �►' • 13AGEMENt TO WAYN 6 MIL. ISLtI CK EN Y AMM SARR1ER. t . - suILo1!R/CONtRACTOR TO \4-Au Ir'I' M h ' , lb • 9 �� 6 r PUIQN. 1 oocA Ts ie w 11 • ANY POUNDAVON OPENINGS t me 1 too _.. r 1tN• 8' AWAY PROH ANY' WOL j *K. (r � ro►�.. •mqG•L.ri _.__. _........._ . _ - __ - 1 � �i. C •MIN. CLLR OW)m SOIL. TO '' 6 TO :. • .� t /Joist to BE Is• j � • I�oR IMAM ; • a�..�w r�l..rr.r i.w....� . ...w «... 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REFERNCE. s - PROVIDE c'' � ,� 16 x& . • ��u�Ea� I 6 1rENT3 • - i i • • • �, 00111010A WINNOW 110402 'CONTRAC1 OR NO - Ali 01mer SF>a II De CI wck.eci Arid ver 1 r led rr Ior f o Corte ErUc! lore. orb Re orcder Plans i{ 5 - 3615 • • a i - • G 2Q CRANC 1XISIS Int; r ,r • w 1- ? . .. .. .. ., ^.,... • �►. .., �, .. t /�I' ,_. ti ,.+Ili. • v •..► •►•'• ... y r„r _ . , < �. - +" - T * - . `^.• - . - . ,• . - s � - . - .. •.• • ' - - • -- - . � - . ,� - - . - .. - .. .. - - _ - .. ... .+'' .. --. - -- - - ' - • . - . ^ � - r - .-. ... _ .. �, _ - - � ., _ ... . _ _„t � - - - ..+ ' �R II_. r.. arl•• t . s .v+. sArac ...4 +M." .r ..r+M.rev ,. • - .IF• •M+•�.It • JIM • C12ANE M SIGN, Inc. res erve s All Legal Rights To M i teria l On Thle met - Subject To Criminal Proeecut ion ....• ".:' 1 rw.+.! iwiJ+•N s!s{ Mlhr•r{•M1MI+M:'+i ?P• '.• tti' +...y:•{t *yt4••sY} •' VAN Ww" UvIt4G AREA ' • , U ENERAL • ' ._ ._,.._r +._.— •.w...__. r_. •••••++ +mow_- _•.._.r..._ .... ...•_.._ ... ... 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Y moo DRAWN: _ I f 1 �� • �i''••'" •,••..•...• A •• ..• .... • � ti.•�••••.I.M �...IM •r �w� •r._ .!+•�- .rr'.•v +. �•�r ••.�.r •-•r..••��♦•.� ....w�..�.r� .►•.�.. _ �• • do .w aa•.•a*►� Rl:. Rte.. ill'► M �•- w�.►. r. �� .we•�s- h•�/i�YI•MNM1M�yA/i.'.M ....� SHEET r� OF ._ im _ rLQ0 '7 •� Jw X i NIIJMBER: .. 0 •CONTRACTOR NOTE: ,III Dimenslone Shall 5e Checked And vertfled 1 To Construction. • � � , X02 q,• To Reorder Plans It8`1 - Ub4W -36It- • DE SI GN , 1 1 . 1Q, • Y ..�.... . .yam w. . ...••..'•♦ ^- ".••Imm..w • -•+ •....w . Cf?,ANE DpSIGN. Inc. peeervice All Legal Rights To M i terl I On Thle gF�!Gt - Subject to Cr imina l Pr'oeecut Ion v ,' •r ' + •u. •c ..„ r e•:N•,r.q: •t* ♦r' * .sk'^if. 7 .i•1'ryr • T"1.*4'J•1 tM'1A'- 4 tM ' ii+ aciw+ A+► ArlliilkiKJ11M� •iilril+iralniA flill".' _ . n • • i NOTES: A - - - I b . � t y I. A LL - FLOOR JO T T4 a 94/R0 -til J50 =Ktoi4b 1 C�z. L ` DUI . SOLI T 2 F3LOClClNCs NO TO E7CCE�D 10 -10 00co 3. ALL BEAMS �► � � f BOVE PLATE TO • d ti . ' - � �4`�E NHS. MTL. �ANCsERB. �' ' � �'� • �1 .41' I �d✓ .• N , t I ( ( 1 I + • (I LUM erAp. • loe f • t MC .Q0 • d 4 E •, ' ".• . , GEND L4. . 0. +. • c lb W oLaouW MR ScpEouLg P O; a ewe--" swEAPWALL PER sc Wr=DuLE r 'J ' • .�. a C 150L M� �' •• V� • • • SCE- IEC�t.II.E i 4 �1 C)-- --n , u . S TIWCTURAL DETAILS O �PEIR t8E JSWEEVS) I W •,� . *' - i •yam 7 r ` • /1 • ', i ' •• J ,. � �( is r. ; �:� 1 � . I l • � Y 1. ! ' � •• ! •.Cr•:Z. r• ±.. �K • w, :H yt -,.�.� I •.. �l'.: • { i � , � � •j _ _ � 77 � . C�l 0..." oil } .�.—• ° P moo • 1 ct� � ' r LO • CD j D • ,�.•y •t. • F- �• sir ' R I •3ul ; � . + JS 41 iALL "' ( CIE! v 4007 00Z L�. n 2 JUN 0 + ' ' •1 .. w...•• .w....wrwwww.+...w...w�..ww.�.+ • • i • ­0 4 DATE • - DRAWN: all i• j•.• v► 1 t • • • t w .y .t. •f .•- 1�ttart� w+7 r' { • l • , :. 1 ; C 2� •� • APV ti L.M V;t . ' Li rp p k5�- ice. ..�r+ -. . ' -. r..•_ - -° ��.n...a•�.-- �.•a�+•- - ---- �. i.:� �� 4ii v • •CONTRACTOR NOTE: All PIMenetone Shall Be Checkisd And veritled Prior To Conetruction. To Reorder Plans l(811*42 + SHE cct • 1 � , 7 • PLAN M MBER. 110402 - 2002 *IANE UASIGN' Inc@ ' • r • J t • s � • h ' CF?ANF: r. 1=4 -OsN. Inc. f?�ao►r vom!+ All �_���� 1 -.Iql if a 1 r 1 t Mr IA 1 011 11 Ii% '1"0&1 - !�LrhJPr -t 1 n. Cr Iml►IA 1 ►�r �•►l•�u! Inn -•-- OWN I `� 0 fi _ oq GENERAL NOTES 4 ALL 1�EADERS To ae� & x.0 DFn (2x& STUD W 1 SCEs ) ( s Ax DFs2 ( 2x4 STVD WALLS) (URO) , • N L ECT ° MoR 4 aAR exg WARr1 4 L8 TO bE 2x& STUDS. ( UX0.) ' FONT Rl4CT0lt SNALI. CNEGK ANl7 I 's �VtllmY ALL DIMENSIONS IONS PRIOR ' TO CONST T RLIC IoN: - 60E SHEETS 6-1 TWROUCs;4' S -.4 Jo bax ` FOR GINS TR�JCt I ,4N c o ON D MAIL Ink's I , � � iOECI�ICATIONS. o ul u� • GUTTEf�S SPOUTS TO !SL V, PROYIDk D REC2. dY come* � � �,� F, „ L ALL BOLTS HUS t LXTLNO 3/ 4 - � N � ► , _ HIR ASOti� "OUesLg oR ' 91WGL5 N d �__J a •- --.... •..._....r.� D slLlg : ,�. ; WAswp.RS Ts •. d ,~ ILI) U (; _..•_. _ `s� __ _ _„ i •� 1,�� - f S `G'!�'. I>d01� TO �-1Avp. 8 _ � � • Oi. 1A 4n 157;,,00l j 4 ri L*toiNG PEFe sec. Not .. cNCEAL�?D DRAT OPEN sS $ N i f MIR SEC. 100.2 IrIM.C. IP .; ALL sNomR �wGlo� DR. r. .. i •ro oPEW OUT; I ,#- - ; 40T SL ID 11s, • , To isE sAmTY a iLAs8 4 � ! D •�, , PROVID E Cox POST OR b f CONC. - -�- r� I �cr/•r • . CI.IR� To PRO�EOt T A .._._...... - Now TER t. NEATER 4� k11t4ACE hqcH YENICLES. r ' t,� t ' _ • -� . ` •L8' MIN. LAP SI°L IGE * DIBL. TOP ; .. PLATS SECTION 232 0.11' , t � w • ' Y r.1N «,:+.l.w ,, '�'t►.:Y►�K41. .Ar.:' `r.:.IgIT...rLr`:s7::,a:.`i.tl! .•iR'ft ' mir*l'a 7 AIk 1 , bLLJ 01 BEIJ • 142 •'� ' Mm SA -� r� UA AL -•"cam 1 1 ley \i, eski�). �... el `, r -r ,�-- • +mow•• —w w ....• . ir• . w. v _r..�..... —. � — �••• •f __ _. __... _._ - - -•— - .rte 1 A14D UIDEPMIT DOOR FOR AIR , _ I ► I • PASS YPICAL. � CID cn Y '►`. ter► • , ED # 6 P n Alo A I- It �� i �--� __ _. __... _._ - - -•— - .rte 1 A14D UIDEPMIT DOOR FOR AIR , _ I ► I • PASS YPICAL. � CID cn Y '►`. ter► • , ED # 6 P n Alo A I- • _ f B • r •• • � -•ray - , • ' • - , • • • • �� ORION, 4 A -Boom ;..... -•.s 1 � fi r '? - �—. It �� ! i •: �--� t � C>< .I _ lJ�j i �---. r co • _ f B • r •• • � -•ray - , • ' • - , • • • • �� ORION, 4 A -Boom ;..... -•.s 1 � fi r '? - �—. It �� ! i •: �--� t � C>< C -1 7 • co W O 1 ---L i pt G�. ca r” ' �< (_ r" 1 NO I • � ' gut f: P�S► -: R �ro SN " •i• 6- ,4 FOR �D opm *or Lo.. 1=5t= FeWc s. r j •r. V SUN 0 t REVIEWED FOR do a DE GOM CE E , -Or", Aj r el ppg0V- D •. NOV 2 3 2044 SHEE T . Oty Of Tukwila 7 • 184ILDING OMSION UPPER L00h PLAN NUMBER. • 110402 #C0f4 1`RAc;TOfR NOTE! All Dlrnerislone %jail 13e Checkecl Anc1 ver med n f og to Construct 10 Reorder Plans I( S - 11)642- 36 COPY RIC1H1 0 . "0 02 CRAHe": DESI hic's I , w • • , • 0 j ' . •. _ _z . . L".+ _ ,f . ? .......... ,... - .. ♦ fi :--- -. . - .. __.�.. - - r - - -.�._ ... _ _ . �� -. ..__.. �._... �.... _ .._. _..... ._.. _ . ... _ . .•. i _ , . •! - .. ..y.. r Z•.�.fii.�"l iMr . '1A*C :.�A*.571.7• °niw='i'7 •� 1.: x M /._ Vey -1! _ L -'._ , _!! ,_ _.�__�_� .z__ -_ - -. -��_ti . rs+.� .Llr .w<^.�. r_.... �_._.L.. - _ r.... . ,. s.......rl.... V. ....�. ,..... .'. ....:. :..i _n' . ..•. .• . •r �'�,..- ..�..._.�.s. .-.«_.......... i .....r...+......•...r.s.._.r_., ..r�. i �! •flr r +•r..ra.r>.• r� ...�.•......... _ r H .4. C:pAt4r= pr=gIGN, Inc. Peserves All Leg i Righto To Material On Thle Sfxeet • Subject To CrImind l rroeecut lon • i • J 1 •t W/2� 4L44 jois'r� r a :y r'.:�.' +i�M 1o'�_'Mr,Cy• ^,.i�1.a'ar+ir . /I•�• ?�"T"M4�.A dG �4' t•: �1 ?4#'+di.+lj•t1',�i'.w.j�Wl-�I fR�MII�!S�b1�i , ' t r .� ' i..• • .. • .t'i t . �' a «' , r � • •, ` • r i • metes- /•a�••a•.•.. go -. .• •� �. / 9 � • ,.� Z N 6, d • v • Il e A 0 O .�5 afi E� � }3. INS I _PD 19PRACIR) 1 MAI-41r. ; SOAtl CA -r FiAkr. a rou-ir i e5p. F�2 b x �. •i,.. r•.. l P) f1m F_ C 0. .... �._ .� IL TOLL * oar IM PIP.Lt� AI.1opwo P a� f > W1 r Mod r l0 1Lc , h I = . 1� loll � Nc� t�� � d • •-• • ,4t= tov,a► o Nr31Nm�ih1d C.�Lc6. E O $14AL L Avg 0 ICS l� E TA I L e 1 a • ' bp�ltll 6 81 h CIS 01 L b ° �, ,, p " X -. _ v:V s �� CIO • ALL AM8 Ab�Rs •1 esp. bxe LL w N a • opt �8 f �Nt �! - N . b > a _ ._d 2 b? < i; • �'I l�CI��N�1� t3 OC.KING Oar �' � " � . � .., v • j- k new') p L �� � } � n r, V N O HI f � t v O rl v • Cos + ` - t ;. . A4 %.o_09' C3�0 #2 J e-A rp_ 7.1. 81JAD F-0 APM AB tp Ah•1L o�r� i • � .♦ o ' I NN M C> C> 1= mods. on. ........ 00 CONTRACTOR NOT5: All Dimensions Shall Fie Checkscl And verified Priot To Conetruction. To Reorder Plans 1(811)642 -3615 r tvi_r�41 +- �fa�:� .i�� i�'i r I� �"I.r�.•Wr�.i r.r`�r+r�. - L ._• _ _ _ � �1..._. _rr - . _ � .... �, 1/ ..� --,rte I r• t. f2 r 40 • � af+q.M+ +.�MVKn��.�:�Mr•• - y 1 � a r • - _ �.t� �� � - -x,1.1 �s � �� �..C��L. , . :.. • . . _ • r «. 00 t ' I ..L CC t >. U qu C W_ NNW 1 1 '� f c� 1 , ' tz 00 t ' I ..L CC t >. U qu C W_ NNW C MEW CV '� � REVIEWED FOR CODE COMPLIA NCE :�� , ADPR/WF9 r RECfi � S nnr NOV 2 3 2004 SU N 3 0 20 04 � city k wiW gUtLDING DIvISION AIL { CoPYRK,NTO 2002 CRANE DESIGN Inc. �74i1« DRAWN- SHEET OF PLAN NUMBER: - i10402 • r r ,s�., h r . r K7 M + 1Mt.. .7t•• •..• if�MlfA.1RM r� nAr4 AAVOr•i• Ate• . �IY•'.T I cRANE DE SIGN, Inc Reserves All L Rights To 'Mrterial On This 5hmet - Subject To Criminal r'roeecution g � • • 1 1 1 1 JJ a w Y w� f 'r• e4ov- W 1 i 1 , �p Iota t3vLTS0 24''oc rYrL• t4At-4eitF.,-Izs I ' sCONTRACTOR NOTE- All Vlmeneions Shall � Checked And 1/erlfled Prior Ya Cvn ru ton. i . ; , u • a ♦ nrt i.•v • .h' T: - T 4* YI• 'MM� ♦. '�.•c�r.!' I7�.lY '�III�' t _ w i,�- t - ^•. 1•w .'•.Jan' Ory-.1.4 �',l w�NY•"�'. - �,; r ...;� , Al • .r 1 f • NOTB: •• b mmmiq t0 FRAMING PLANS AND bWmi =t8 81 iWRd Sd 1 i POR 1 * I ^' PIC•AL CONSTRUC 1 1ON . AND bETAILS. r N - WRAT14PI7 PROTRCtION mook koop HAi 4 0XTERIOR SIDIWS AS "Ft SEC. 1402 U.15.C. • � C � � � �d 06 TYPICAL 114SULA't IOt` i (UNLESS O •r- gERW,SE NOTED) _ • C�ILING�: 6 WAW WAL LS �L �ORg: F . 1b. 4-0 �`' a 04 �•w_ i..�w. �•rw..ar •�.r•�.�.�.�+ .err. �.. � ` •. _ ..�..•w�•��..� •�.r�i•- »•�•rr• a•••r ���•ll•�••rM•M• rrrr«r.•rrr• w'..•r•ri• �r••ri•wn••• � . -�bt _ >• 1A 0 SECTION THRU 1�4" OR /O r� 01 em oelp * ee.t f •' i • .._... _ _.. . _.�.�— .,.�.•� - . _..,�;�.• - s. �' � � 1. � • . , . r co >C-P . � W r REVIEyV FOR ' CODE COMPLIAN ° co f aV .2 3 Z004 N 7f i U) city (f Tukwila Q� ' BUILD U 4or 4,13�0 11 �� DI %SiON • i 1 • 3 0 DRAWN: PST cE ' NTF To Reor Plans ValixP42 • -3615 . SHEET 7 7 PLAN MIMBER: 110402. COP'YRKsHi� 2002 CRANE DESIGN Inc. 3 ` I _ 1 , 1 ' 1 SHEATHING , 1 1 TYPE NAILS /BOLTS SILL PLATE EDGE NAILING NAILING T1 N 1 �I 15/32' PtYW'D ONE SIDE 8d O 6" ox. 6d O e" O.C. ' 142 3 ` I _ 1 , 1 ' SHEATHING SHEATHING SHEARFLOW REMARKS TYPE NAILS /BOLTS ' ` , .;1•• , rw... • ...* : s s•, r� _. •.n •� ,N�^rw� •,�, r y. , . w ' .r► �.► i ..-•. �� �h1= I/R.wl;l rrAai ' • t••IM�' ;���+ii� .�.� .�0.�?�al�.,�bf. tf►��� *��if Nl��!"�' • 4 , i ' ,• r ,tai r ♦ ` ,► , •, ,•. a 4M , � +'.•^ � • • • A 1 ; r STRUCTURAL NOTES GENERAL: ' TALI. METHODS, MATERIALS AND WORKMANSHIP ARE TO CONFORM 10 THE , UNIFORM BUILDING CODE AND STANDARDS, 1994 EDITION (UBC "94), AS AMENDED AND ADOP I ED BY THE GOVERNING JURISDIC I ION. THE CONTRACIOR IS RESPONSIBLE FOR THE FOLLOWING: o.) PROVIDING TEMPORARY SHORING AND BRACING UNTIL ALL STRUCTURAL ELEMENTS HAVE BEEN INSTALLED AND CONNECTIONS COMPLETED. b.) FIELD VERIFICATION AND COORDINATION OF ALL DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. c.) BRINGING TO TILE ATTENTION OF THE BUILDING DESIGNER ANY COME I. wTS IN DIMENSIONS MATERIALS OR NOTES SHOWN ON THE PLANS. d.) INSTALLATION OF PROPRIETARY PRODUCTS IN ACCORDANCE W1114 MANUFACTURERS SPECIFICATIONS AND RECOMMENDA•tIONS. MATERIALS, MEMBER SIZES, NOTES, ETC. SHOWN ON THESE STRUCTURAL PLANS ARE SPECIFIC FOR THE PROJECT AND TAKE PRECEDENCE OVER ANY C O NFLICT WITH THE STRUCTURAL NOTES THAT 1 DESIGN CRITERIA: FLOOR LIVE LOAD 40 pst (with other live loads In accordance with • UBC • 94, table 16-A) SNOW LOAD 25 Pef WIND VELOCITY 80 m ph / Exp B SEISMIC ZONE .3 FOUNDATIONS: FOOTINGS ARE TO 8E PLACED ON UNDISTURBED NATIVE SOIL WITH AN ASSUMED DESIGN BEARING CAPACITY OF 2000 pat. EXACAVA710NS ARE TO BE t0 THE DEPTHS SHOWN ON THE PLANS AND ARE 70 BE FREE OF STANDING WATER. OVER EXCAVATIONS ARE TO BE BACKFIII.FD WITH LEAN CONCRETE (f'c =2000 psi) OR COMPACTED FILL M ACCORDANCE WITH RECOMMENDATIONS OF A GEOlECNNICAI ENGINEER. STRUCTURAL CONCRETE: All CONCRETE IS 10 BE MIXED, PROPORTIONED. CONVEYED, AND PLACED M ACCORDANCE WITH UBC '94, UBC X 94 STANDARDS AND ACI -301. MINIMUM 7e DAY COMPRESSIVE STRENGTH 1S TO BE 2500 psi. ' REINFORCING Sl EEL. IS 10 BE GRADE 40 DEFORMED BARS PER AS1M A615 WITH DETAILING, FABRICATION AND PIACElu1FN1 PER UBC '94 AND ACI -318. -• INTERSEC'i1NG CONCRETE_ WAILS ARE TO NAVE �4 CORNER BARS W1114 MINIMUM OF 18" OF EMBEDMENT AND SPACED THE SAME A ]HE WAIL 14ORIZONIAL REINFORCEMENT. WOOD ROOF TRUSSES: METAL 'PLATE CONNECTED WOOD TRUSSES ARE TO BE DESIGNED BY A WASNINGtON STATE PROFESSIONAL ENGINEER IN ACCORDANCE WI11-1 ANSiP! 1 - 1995 "NATIONAL DESIGN STANDARDS FOR METAL -PLATE CONNECTED WOOD 1 USS CONSTRUC11010" AND UBC '94. METAL PLATES ARE TO BE IC80 APPROVED VERIFIED BY A CURRENT REPORT NUMBER TRl1SSES, INCLUDING BRAG TRUSSES AND SHEAR FRAMES. ARE TO BE PIANO FABRICATED BY A MANUFACTURER IN COMPLIANCE WITH UBC '94 SECTION 2343.7. THE TRUSS MANUFACTURER IS RESPONSIBLE FOR VERIFICAtION OF ALL TRUSS LENGTHS PRIOR TO FABRICATION. THE TRUSS ERECTION CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING DURING INSTALLATION AND FOR ALL PERM/WENT BRACING IDENTIFIED ON THE TRUSS PLANS. PLYWOOD DIAPHRAGMS: ROOF SHEATHING OF SIZE SHOWN ON THE ARCHI►ECIURAL PLANS IS TO BE SPAN RATED 24/16 MINIMUM DIRECTLY NAILED TO SUPPORTING TRUSSES OR RAFTERS WITH Sd COMMON 4 8" o.c. A7 ALL EDGES AND 8d COMMON O 12" o.c. AT ALL INTERMEDIATE SUPPORTS. FLOOR SHEATHING (SUB- fLOORING� OF SIZE SHOWN ON THE ARCHITECTURAL PLANS IS 10 BE SPAN RATED 18 o.c. TdcG bIR C7LY GLUED AND NAILED TO SUPPORTING .FOISTS OR AFAMS WITH 10d COMMON A 6" o.c. AT ALL EDGES AND tOd COMMON O 12" o.c. At ALL INtEf2MEUlAtE SUf'F'URIS. ALL SHEATHING IS TO BE SAID UP WITH THE FACE GRAIN PERPENDICULAR TO 1EIE SUPPORTS. METAL CONNECTORS FOR WOOD: THE MODEL NUMBERS OF METAL CONNECTORS WHERE SPECIFIED ON THE PLANS A14L 1110SL AS MANUI AC 1 UIIEU UY SIMPSON 5 1 110140 a IE COMPANY, 4MC . BOLTS ARE TO BE A307 WITH WASHERS AT ALL WOOD SURFACES BENEATH HEAD OR NUT, BOLT HOLES ARE TO BE 11/`16 GREATER IN DIAMETER THAN BOLT DIAMETER. NAILS ARE TO BE COMMON WIRE NAILS AND OF QUANTITY, SIZE LENGTH AND TYPE AS SPECIFIED BY SIMPSON. WOOD ROOF TRUSSES ARE TO QE CONNECTED TO THE PLATE LINE WITH ONE 1 ON • WIRE SIMPSON HI OR H2.5 HURRICANE TIE ATEACIT TRUSS BEARING. -NAILS ARE CO . NAILS NNE COMMON WINE. 9 WOOD FRAMING: t 1 w A SHEARWALL SCHEDULE MARK SHEATHING SHEATHING SHEARFLOW REMARKS TYPE NAILS /BOLTS SILL PLATE EDGE NAILING NAILING T1 N 1 Swi 15/32' PtYW'D ONE SIDE 8d O 6" ox. 6d O e" O.C. ' 142 1W2 15/32" PLYW'D ONE SIDE 8d O 4" O.C. 16d O 5 1/2 to O.C. 73 IH3 SW3 1 5/32" PLYW'D ONE SIDE 8d O 3" o.c. 16d O 4" o.c. SEE NOT E g• NOT USED Sw ; 15/32" PLYW'D ONE SIDE 8d O 2" ,o.c. 16d O 3 ► ' O.C. SEE NOTE 5 NOT USED SIAM 15/32" PLYW'D A 8d 8d O o.c. 16d 05 1/2" ox. ' SEE NOTE 5 • 2x EACH SIDE SCREWS 2 ROWS USED .H5 SW6 15/32" PLYW'D EACH SIDE 8d O 3" ox. 16d O 4" o.c. 2 ROWS SEE NO g/ NOT USED SW7 15/32" PLYW'D 8d O 2 . . �o c 16d O 3" o.c. SEE NOTE 5. NOT USED 5/8" EACH SIDE 1s -s05 2 ROWS 8" H6 ROOF' SHf RING • t W;. kOOF TRUSS . OR ROOF' 11AFTER lot ' t • 2x BLOCK �- », SIMPSON H 1 Oft k265 AT , EVERY TRUSS OR RAFTER N.L DGE NAILING ER PLAN . SCHEDULE IS BASED ON 1997 i1N P W ALL IFORM BUILDING CODE FOR SEISMIC ZONES 3 O 4, " TYI CAL ROO F� f 0 4 AND ON WOOD FRAMED WALLS WITH 2x4 (MINIMUM) HEM FIR STUDS O 24 ox., ; 2. SHEATHING IS TO 8E SPAN RATED . 24 0 MINIMUM AND MAY BE PLYWOOD OR OSB. 1 ".1 • -o" IT 3. SHEATHING THICKNESS MAY BE REDUCED TO 3/8" OR 7/16" PROVIDED STUDS ARE O 16" ox. MAXIMUM. _ t 4. SHEATHING IS TO BE DIRECTLY APPLIED TO STUDS AND ALL tDGES BLOCKED. 5. STUDS ARE TO 8E SINGLE 3 NOMML OR THICKER AT ADJOINING PANEL EDGES AND SHEATHING NAILING STAGGERED , POR SW3, SW4, SW`5, SW6, do SW7. 6. ALL NAILS ARE To BE COMMON WIRE. .7. SHEATHING NAILING AT INTERMEDIATE SUPPORTS IS TO HE 8d O 12" O.C. x 8. SHEATHING NAILS ARE TO BE DRIVEN SO THAT THEIR HEADS ARE PLUSH WITH THE SURFACE OF THE SHEATHING." 1. , > . Y ► I 1 HOLDOWN SC'H F DtA . F MARK HOLDOWN WALL STUD ANCHOR REMARKS TYPE NAILS /BOLTS SILL PLATE (SIMPSON) 90LT T1 N 1 HPAHD22 (2)2x HF STUD 16 --16d O ' 142 STHD 1 ORJ (2)2x HF STUD 28 - 10d NOT USED 73 IH3 STHD 14RJ STUD (2)2x HF 38 --10d NOT USED 16" o.c: 2x SILL .10 -SDS NOT USED H4 IPHD2 (2)2x HF STUD 1 /4 "x3» SST816 NOT USED • 2x SILL SCREWS NOT USED .H5 'PHD5 ( 2)2x HF STUD 14 -SDS 1/4"x,3 - SST §20 NOT USED SCREWS A84 • t 5/8" . 1s -s05 O 8" H6 !PHD6 { 2 ) 2x HF STUD 1/4 "x3 SSTB28 NOT USED ' A85 5/8" dia. SCREWS 0 16" o.c• 3x SILL 24 -SDI . H7 PHDB (2)2x HF STUD 1/4 x3 SST828 NOT USED . o•c. .3x SILL SCREWS NOT USED H8 HD8A 4x DFL #2 (3) 718" it SST828 NOT USED jH9 =HD 10A 4x DFL #2 (4) 7/8" m SST828 NOT USED 1110 'I ID 14A - 4x orL # 2 (4) 1 " 0 1 " Diu. PER DE TAIL L NOTE THE "H2" MAY BE A STHD 10 AND THE "H3" MAY BE AN STHD 14 AT NON RIM JOIST APPLICATIONS • FLOUR TIE SCHEDULE MARK STRAP TIE WALL STUD REMARKS THICKNESS SPECIE NAILS /BOLT SILL PLATE (SIMPSON) SILL PLATE T1 lsti►36 1-1/2" NF 1 3 - 1 0d EACH END O T2 W148 3" DFL 17 '1 6d EACH ENO NOT USED 73 MST60 � 3" DFL 2 1 - i 8d EACH END NOT USED I N L • • a..." low.. ••w . • •• � • -. •w • • � • i • • • � r MA .w 1 • i • A A .. .,.- i .i3 +f.......... __.. ._.- ter.._......._...._.. _..._t _.�._ _a .,.... �.. - - ..�r�..,...- ._.. .«. �.�..� • _ _�_... a �.i • ' r t_ai�...- -..... ..r_..� -.L. _ -.-1 .�•... t rSE EWGWEERING 12810 N.E. 176" ST. • Suite 1 Woodinville, WA 98072 44251481 -6601 • FAX! 481 -6371 N 1 1 } t • t'0 W F •SIB j� � 'b C� ANAL EXPIRES MIDI t4 project title: PLAN 11 0402 TSL 3951 sheet #itle: STRUCTURAL NOTES AND . DETAILS revisions: • ;t •designer KR drown: KR che6ed: TLP date: 12/27/02 scale: AS NOTED file: 3951 ---1 sheet . TSE 1 1 ' 1 r�• l CODE CAPAP�.�ay..- popv0�1ED NOV 2 3 2004 GN Of Tuvw Is GJ DiV1�10N �. JLJN - PER MIT 1. MCHOR BOLTS ARE 5/8 dio. O 48" O.C. UNLESS NOTED OTHERWISE ON PLAN. 2.) -WASHER TO BE 2" x 2" x 3/16" THICK PLATE WASHERS w 2x LUMBER TO �E HF[2 OR BETTER EXCEPT WAIL STUDS MAY BE NF STUD GRADE do SILL PLATES HF 1 WHERE NOT SPECIFIED ON THE PLANS: o.) COLUMNS IN WALLS ARE TO BE (2) 2x �SfUOS OF THE SAME WIDTH AS THE WALL AND SPIKED TOGETHER WITH 10d O 12 O.C. (UNLESS NOTED OTHERWISE) b.) FLOOR FRAMING PARALLEL TO INTERIOR PARTITIONS IS TO HAVE ONE FLOOR JOIST DIRECTLY BENEATH EACH PARTITION LESS THAN ONE HALF SPAN LENGTH AND TWO JOISTS WHERE PARTITION EXCEEDS ONE HALF THE SPAN LENGTH Of THE JOIST. c.) FLOOR JOISTS ARE TO BE BLOCKED At ALL BEARINGS. d.) WALL TOP PLATES ARE t0 HAVE STAGGERED SPLICES A MINIMUM OF 4' -0" APARt AND SPIKED TOGETHER IN THE SPLICED ZONE WITH A MINIMUM OF 8 -16d SINKERS. e.) WOOD IN CONTACT WITH 1NE WEATHER. SOIL, CONCRETE OR MASONRY IS TO 8E PRESERVATIVE TREATED. f.) ISOLATED COLUMNS ARE TO HAVE "CC" TYPE COLUMN CAPS. COLUMNS IN WALLS ARE TO HAVE "AC ". "LPG ". OR "PC" 'TYPE POST CAPS. STRUCTURAL GLUED LAMINATED TIMBER: MANUfACtUt2ED BEAMS ME 10 BE OF DOUGLAS fIR AND STRESS GRADE COMBINATION 24f -v4, BEAM CAMBER WHERE REQUIRED IS SHOWN ON THE PLANS. • • • • • • • • w -Woo • _. amm • • ••r • •.rO-IO Mme. ! • • 1• W* � WWRKWftft—� 1 W W . • GOY i/A • d• M. _ " w.H • • r•►,�• A_n•�•t •.' • - - - ..r- � � ..R.i.:.+ r 17t' •�•.Mr : +A.�•l�A�•�M►'ww ^Tr.'�irr.'.`, � Y�.�r.vx •1l.w+p,, _ .r •wtr• .'!!e ANCHOR •BOL•r SCHEDULE - MARK SILL PLATE ANCHOR SILL PLATE IRNARKS AB1 5/ / d1a. A.B. O 32" o c. 2x SILL L - PLATE NOT USED* AB2 5/8 ", dia. A.B. O 16" o.c: 2x SILL PLATE NOT USED ABS 5/8 ". dia. A.B. O 12" o.c. 2x SILL PLATE NOT USED r A84 • t 5/8" dia. A.B. O 8" o.c. 2 x SILL PLATE NOT USED- A85 5/8" dia. A.B. 0 16" o.c• 3x SILL PLATE . A85 5/8" dia. A b. 0 g" o•c. .3x SILL PLATE NOT USED 1. MCHOR BOLTS ARE 5/8 dio. O 48" O.C. UNLESS NOTED OTHERWISE ON PLAN. 2.) -WASHER TO BE 2" x 2" x 3/16" THICK PLATE WASHERS w 2x LUMBER TO �E HF[2 OR BETTER EXCEPT WAIL STUDS MAY BE NF STUD GRADE do SILL PLATES HF 1 WHERE NOT SPECIFIED ON THE PLANS: o.) COLUMNS IN WALLS ARE TO BE (2) 2x �SfUOS OF THE SAME WIDTH AS THE WALL AND SPIKED TOGETHER WITH 10d O 12 O.C. (UNLESS NOTED OTHERWISE) b.) FLOOR FRAMING PARALLEL TO INTERIOR PARTITIONS IS TO HAVE ONE FLOOR JOIST DIRECTLY BENEATH EACH PARTITION LESS THAN ONE HALF SPAN LENGTH AND TWO JOISTS WHERE PARTITION EXCEEDS ONE HALF THE SPAN LENGTH Of THE JOIST. c.) FLOOR JOISTS ARE TO BE BLOCKED At ALL BEARINGS. d.) WALL TOP PLATES ARE t0 HAVE STAGGERED SPLICES A MINIMUM OF 4' -0" APARt AND SPIKED TOGETHER IN THE SPLICED ZONE WITH A MINIMUM OF 8 -16d SINKERS. e.) WOOD IN CONTACT WITH 1NE WEATHER. SOIL, CONCRETE OR MASONRY IS TO 8E PRESERVATIVE TREATED. f.) ISOLATED COLUMNS ARE TO HAVE "CC" TYPE COLUMN CAPS. COLUMNS IN WALLS ARE TO HAVE "AC ". "LPG ". OR "PC" 'TYPE POST CAPS. STRUCTURAL GLUED LAMINATED TIMBER: MANUfACtUt2ED BEAMS ME 10 BE OF DOUGLAS fIR AND STRESS GRADE COMBINATION 24f -v4, BEAM CAMBER WHERE REQUIRED IS SHOWN ON THE PLANS. • • • • • • • • w -Woo • _. amm • • ••r • •.rO-IO Mme. ! • • 1• W* � WWRKWftft—� 1 W W . • GOY i/A • d• M. _ " w.H • • r•►,�• A_n•�•t •.' • - - - ..r- � � ..R.i.:.+ r 17t' •�•.Mr : +A.�•l�A�•�M►'ww ^Tr.'�irr.'.`, � Y�.�r.vx •1l.w+p,, _ .r •wtr• .'!!e 10d O 4" o. c. FULL DEPTH BLOCKING UPPER FLOOR FLUOR SHEATHING v F/ - • ANGLE: A23 0 —J 16' o.c. FLOOR JOIST PER PUN WALL TOP PLATES SHEARWALL EDGE NM.M I+WW FLOOR SHEARWALL PFR i'UW SHEARWALL D ETAIL I —o n r � . 1 l SHEARWALL PER PUN am- SHEARWALL - EDGE NAILING RIM JOIST SHEARFLOW NAZI, ING PER SHEARWALL SCHEDULE ANGLE: A23 O 1 6" ox. PI!� TO REAH REAM PER PUN -- --�•� SHEARWALL"' DET 1 "= 1' O" RIM JOIST SHEARWAI.L — FLOOR JOIST RIM JOIST (JOISTS MAY BE KRPENDICULAR TO wN- L) PLYWOOD --- FILIER -2x6 P.T. SILL Pl/1TE W/ ANCHOR BOLT SHEARWALL PER PI/W EDGE NAILING ry UPPER FLOOR --- UPPER FLOOR - • . UPPER FLOOR ----- S11EARfLOW NAILING PER SHEARWALL SCHEDULE UPPER FLOOR SHEARFLOW NAILING PER SHEARWALL SCHEDULE . . SWARWAII SHEARWALL R PER PUN MANUFACTURED PER PLAN ~ACTURED ., . .• ; RIM �aARO ON Bow FLOOR SHEATHING ' FLOOR SHfJ1Tl-MHG . SHEAMALL PER PUN . . . UPPER FLOOR - .. (SHEATHINGS NOT S��OWt�t� • SHCARWALL EDGE NAILING UPPER FLOOR --- --...- SHEARWALL ,. NW SIJhTHINQ EDGE NAILING • . • TO BLOCKS AS PON SHEARWALL. Til'S ' TJI S HE/1D€I� - ---- -� • tD0E NACIINQ < (JOIST MAY BE ' MAIN FLOUR (JOIST MAY BE MAIN FLOOR PE RPENDIC PERPENDICULA SHEARFLOw PERPENacL�IAR SHEARWALL E XT. WALL ) 1 F NAN. NG -T0 EXT. WALL) .... y _ • , . . t EDGE NAILING •' . IWE . STs RAP: ., f • : :2x MAIN FLOOR CONTINU NAILE w f .. - • .. • . •:., � TYPICAL. ' . - • SIMPS�t LSTA? 1 W/ t0d x 1 -1 /2' • SHEARWALL MAIN FLOOR SHEARFLOW NAILING wuLS (TYpIm `! EDGE NAILING SHEARWALL SCHEDULE V&4DOW a !MAIN FLOOR SHEARWALL WALL TOP P PLATES -, 4 1 F OPENING •: ., PER PLAN WAU TOP PLATES _ KING STUDS . NOTE USE THIS • DETAIL. WHEN hIINd FLOOR SHEARWALL - , • r • ... :, ; � J : - . x . :• SHEARWALL PANEL EDGES FRAME ONTO COMMON ME IIER E�ETMIEEN PER PLAN ' NOTE: •USE THIS DETAIL VIIKN .. r 4 ' UPPER AND MAIN FLOORS. t - M*ARWALL PANEL EDGES DO NOT PJW ONTO COMMON MEMBER •y BETWEEN UPPER AND MAIN FLOOR. 43,x; LAI RLOCk SHEARWAL . SHEARWALL � TAI � ( OPTION DE L WALL ' OPENING RE ` �AT SHEARWALL p M 1 • rr' ' "" 'w' mow•'.. . f � �• - .. , n • •A.Y ' • REV1. EWED FAR • ComPLIANC CO DE SHEARWALL PER PLAN :. - r NOV 2 3 2004 SHEARWALL sHEARMrALL PER PLAN SHEARFLOW NAILING PER SHEARWALL SCHEDULE PER PLAN FLOOR city of Tukwila SHEATHNVG SHEARWALL EDGE NAILM FLOOR SHEATHING I f LOORTIL STRAP PER PLAN BUI WING ON ANGLE: A23 O 1 6" ox. PI!� TO REAH REAM PER PUN -- --�•� SHEARWALL"' DET 1 "= 1' O" RIM JOIST SHEARWAI.L — FENi0RCE4ENf PER taco AMnsoiclM FRAMING DETAIL 11 0 =1 p— o n FLOOR JOIST PER�PENO GJU R TO WALL) 2x8 P.T. SILL PUTE w/ ANCHOR BOLT PER PLAN REINFORCEMEW PiR LOCAL JURISDICTION FRAMING DETAIL (OPTION' 'BE-AM PER PLAN! MOTE: ATTACH ,FLOOR 8EAM TO EACH SUPPORTS WITH COLUMN CAP 1_1 T1 SHEARWALL DETAIL w a i i ' • . ,�•• . vW,I' r . 1 T � r • r r � t�• f :y 1 1 '1 FLOOR JOIST RIM JOIST (JOISTS MAY BE KRPENDICULAR TO wN- L) PLYWOOD --- FILIER -2x6 P.T. SILL Pl/1TE W/ ANCHOR BOLT SHEARWALL PER PI/W EDGE NAILING FENi0RCE4ENf PER taco AMnsoiclM FRAMING DETAIL 11 0 =1 p— o n FLOOR JOIST PER�PENO GJU R TO WALL) 2x8 P.T. SILL PUTE w/ ANCHOR BOLT PER PLAN REINFORCEMEW PiR LOCAL JURISDICTION FRAMING DETAIL (OPTION' 'BE-AM PER PLAN! MOTE: ATTACH ,FLOOR 8EAM TO EACH SUPPORTS WITH COLUMN CAP 1_1 T1 SHEARWALL DETAIL w a i i ' • . ,�•• . vW,I' r . 1 T � r • r r � t�• f :y 1 1 '1 • 5MAKWALL ELR PLAN SH G NOT SHOWN FOR Cl i SHEARWALL 8- EDGE NAILING FOR CONN. OF SHEATHING TO HOLDOWN STUD (TYP.) 2x STUD w/ I Od O 3 o.c . FULL LENGTH (STAGGERED) FLOOR d TOP OF CONC. - WALL V TOP of FOOTING V MAIN FLOOR SHEARWALL PER PLAN MAIN FLOOR SHEARWALL EDGE NAILING FLOOR JOIST PER PLAN (2) 2x OR 4x HOLDOWN STUD 4 S-rM. Alai - 4 , • SW. AB •, 7R1 ENGINEL SFIEIITIIING S11•ION�IN FOR Ct�1RITY t 12810 N.E. 178' ST. SYM T n __ Woodinville, 'WA 981 ~U. M 4x fl � �. 6 Q r 1 POST 425) 481 - 6601 • FAJ t c It PLM USE SHEARWALL EDGE: HIEING + � (SN T ' ^• NOT SHOVOI FOR FOR CONNECTION OF SH'T G • TO POST (TYP.) t . BRACKET TYPE HOLDOWN • PER PUW -- STRAP TYPE NOLQOIMrI SHEARWALL EDGE --•- rrR PLAN NAILING FOR CONN. 0% O„ M Aw ALW SMIb i " nu TmF "n HOEDOWN DETAIL 1"=1 —0 MAIN FLOOR SHEARFLOW . NAILING PER PLAN N LATERAL RESTRAINT PAN FRAMING DETAIL 3/4 0=10-00 m = — INTERIOR S DETAIL 1 0 0 a �..v. . d•�Ir•s�r►�.t rt.a.lVil�I'• _.. y �,� .n- r'.� i/`n •!' i11"�{•• �I ..�. H .. ..... _,�. � ._ v � t .'- ,,y , , — � f . � � - I •'� ' - ... r- • .� .- ... T �.. a.. .. _ �.- -�... � _ .-. - � _ f � .. � ,,,,r , �r.. ... .. - .- � ... .r•C- _ .. . ..�. .-.. ... •� .. ._. _. . t t x w , M FULL DEPTH BLOCKING SHEARWALL - � - - - WALL TO BEAR ON MWSILL w/ 13ETWEEN JOIST 7/ 16" SPAN RATED SHEATHING "o.c. EDGE NAILING 'SO1.10 BLOCKING. JOIST. x 24/0 MIN. w/2 ROWS OF 8d 0 3 ,ATTACH BLOCK AS INDICATED BELOW AT PANEL EDGES (1 ROW OF NAILS 2x6 P.T. SILL PLATE INTO EACH STUD AND SILL PLATE). ANCHOR DOL FRAMING ANCHOR: _ FRAMING ANCHOR: - IF PANEL IS NOT CONTINUOUS, PER PLAN • FOR SW5, USE A35F O 16» o.c A35F O 18" o.c. BLOCK PANEL EDGE w A SINGLE GRADE FOR SWf, USE A35F 0 12" o.c. 4x6 AND ATTACH PANEL EDGE rOR SW7, USE A35F O 9 o.c. 04 0 10" o.c. ANC �� OR BOL T PER PLAN (2) 2x BOTTOM TO BLOCK w/2 ROWS OF 8d O 3 o.c. PLATES -HOLDOWN PER PLAN � \ ��� 04 O 10" o.c. 3x6 SILL PLATE » ----- 8" CONC. WALL 8d O 3 " O.C. O 18 o.c. VERIC 2-#4 CONT. SILL PLATE . , + ; 1 ROW INTO • j #4 O 18" O.C. � • + It a • � a � a � EACH PLATE X '�� \\� . VE R ICAI / A 1/2 dio. x 12' LONG ANCHOR 80L.T (2) AS SF1M w/ 0 00 2x2x3 16" THICK PLATE WASHERS / #4 of 12 " O.C. _ ao CONCRETE FOUNDATION WALL --' -: w/ CMMXKIS F001 ---' - PROVIDE 1 - /4 18" DOWEL 1' -4" .. FROM FOOTING INTO WALL AT 8 #4 � � jX/; FCH 14OLDOWN . 3 _gyp . • e !� I N LATERAL RESTRAINT PAN FRAMING DETAIL 3/4 0=10-00 m = — INTERIOR S DETAIL 1 0 0 a �..v. . d•�Ir•s�r►�.t rt.a.lVil�I'• _.. y �,� .n- r'.� i/`n •!' i11"�{•• �I ..�. H .. ..... _,�. � ._ v � t .'- ,,y , , — � f . � � - I •'� ' - ... r- • .� .- ... T �.. a.. .. _ �.- -�... � _ .-. - � _ f � .. � ,,,,r , �r.. ... .. - .- � ... .r•C- _ .. . ..�. .-.. ... •� .. ._. _. . t t x w , M r •,. ,. 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T4 t- TS J � _ _ __.. _....,_. _ ........._ .. ....... ._ ... _ . T Of - � a- JL I t AS yi t W Q 1 O�yA1,'� project title: PLAN 110402 • TSE #3951 sheet title: LATERAL D r revisions: RAC , JUN 47 0 4 200 PERMIT CFA • lE�� sheet J: TSE go , t . i • N Inc. Reserves All L I iii hts 1 o MA terla I On This met - Subject t o Cr Iminr 1 Proeecut Ion C12ANE DDS G � � + t o .. 06� 1' IM t s RIM JOIS R Jo g MIN.' 1/1�' A.I° A. RA1!`D 2y(7 SHIPS 13NE ATNINra �+ I h' O.C. - - ' �I I1 OF' O S PS �•'' i :>:C�' I°LA i � W/ � /�i VIA►. _ �' H T R 0.8.L°! � TS (3 / IAr' ?' X 1 - 4 l t 1 t j i 1 i ! r Z i ! � { c 1 0 -- • R ':' WASIaER) 1 dOL.T BNALL b : • o , r. r N !► . • C u ' ;. I&CI w 11' O.C. R -30 BATT INS. 16 d • 8' O.0 . y--•�--�... R-30 INS. ? x r J 1 UDS ib O.C. •� I3E NOT �.EBS TidAhl `1 DOLT � "- � �► � ,� � - r 2x4' II MUDOILL W/ 112' DIA. x 10' A13. uJ/ DIAMETERS (4 -3 /9) FROM `' � '•� >� , o IN LS b STWO I 23/32' T 3x1b' X 2 X 2' 4' -0' OZ. WALL LESS OOR JOI I r t= p FBI_ AN F LooR JOIS r- E R I AN 3 /16' x 2' X 2' WASHER • b' - o r. 4 ' BOL T COMER NOT MOtZE TWAN , z ---- -, „ ' . •- _ 121 FROM E ENDS OF EA •t x ,• G- C .C. M AY, IOci • 4 O.0 . . BNAL L BE NO LESS THAN 't !-.�1. T E'�► I A>~1E 1 �. � � 3 1/2 ) rRCr � , ATION SILK. " e u R t Ho MORE NAN 12 FROM THE END$ OF EACH �I PL ATE, MR � NT " d k u • O.C. ACH _ 2 • * 4 �C. MAX. INDIVIDUAL FOI,NDATION SILL. PLATE, 8 MIN. V EMDEDMENI• ° ad h O 1/1 DIA. x Im A5. W/ 3 /lip► X? X 4 COMIC. SL.A15 OVER g • T f1 R01*1 I .8 / 3/16 X ? x --- (1) - 0 4 CoM t. FOR EA. a (3 ROWS) W0461 R b - 0 MAX. MA>c O�G BOL S/8 D A. x 10 A . W 4 C4XIPACTED DILL UJ/ SHALL BE N ESS TWM '1 BOLT WHERE BRICK ABNER w 4 -O Ax, 4 00LT M MALL 14 OIL AL.L O ( - I / ?' C;c»lER _ NOT LESS THAN l E30hT D IAt•'ETERS bxb - W1.1 x .I W101"1. IN SLAG. *► s ; ;. 4 PEKE. DRN. TILE DIAMETERS 3 �RCTI'1 VEN. f''ROvIDE 4 CONIC- SL.AIS OVER 4 GRAVEL .� SET IN GRAVEL 4 NOT THAN 1 F� THE 5' LIP b' UNDER I (4 -3/6 1 f~'ROI'1 R +1 NOT MORE TNAN FINISH . -.. . ,, • �. • ; .•:.:... - �� ENDS AC14 INDIVIDUAL S OF EACH INDIVIDUAL FILL U1/ bxb W1.1 x W?.I W�J!'rl. IN SLAB. GRADE JOIST !I? FRO�'1 THE ENC� ATION glLl- PLATE, MIN. - �- ; FC�ATION SILL PLATE, MIN. lit GRADE EDMENT bD t '� J - • �GRAC,�E • "I' EMIMCMENT ... ' • >i • : • �. _ R h $ % 6 u ,.. 2x6 P.T. MUD SILL / Zxb P.T. M OSILL _ : Z _ - .. ' RIGID *W&AT ION (R Im) 24' ' MIN. (EXTIR�ED i • 0 4 CONT. REBAR FOR E A• X ( 1) • 4 CONT. MMAR FOR EA. • , r ,. 14' OF STEMUJALL. Q 10' OF STEM WALL 4 VERT. REBAR 18 o4- x r z POLYSTYR { ' t.'IIL. ISG�UEE K) - b MIL. VISCAJEEN • VAPOR S ARRI E R(BL AC t . VAPOR E3ARRI E R IZ • MIN. CLEAR BEAM 10 EAR11-1 _ lF3 LACK) _ • B OTTOM OF JOI MIN , j ' g• (2)- *4 CONT. "BAR ` ' ,,�• g• 4 18 "4 REE3AR ��ORIZ. • I0 O.C. B ,. 3• �,' , .70 EARTH MIN. .41% 4 F BAR _ r ri . • • ` � • Y • E'SAR • � CSC• • � + ` e I'i _ ^ DOOR FRONTS WITH NOT LESS USE '4 DIA. (VERT.) ._ 2 - ''4 CONT. REBAR 0 4 CANT. MBAR ----Z - •4 GOVT. REE'!AR THAN (2) �✓/S x lO' A►$ • • - MBAR • 18 O.C. 3 ' b' 3• Ih O.C. (vERT.� �� 6' '� PLATES • gI••IEAR tuAL•L OvER .: , :�. _ .7 (2) 0 4 RE15AR ' „ • x. , •. 1 i iGON T � j WIDE ...� ....._. - .: - •r--- -- - -• u .. .,,.•. � ..., s ,�' � tai- - ''� . TYf FOUNDATION' �� � TYP. 5A5EMENT TYf=. ONE 5TORY' FOUNDATION TYf=, Tula 5TORY FOUNID ATI ON 7x6' PA. N — - ---.�— � 111D ILL 111/ X3!8• PIA • .w , r.. 1 N . UW . HAND WASI W 4 BOLT sN6".,L W. NOT I THE QUIF�EC� STAIR THAN 3 Vz' INTO ERE . ' , 4 SHOULD NOT PROJECT f 10RE I 1�3P� � SP ACE :r . - ,• � LESS THAN 1 MOLT C�IAMETERS . r. HAND � — - T A / OR ') T UlI •.. ' . A TT IC vENtll. .. ,. 14 -3/8 FROM R AND No • DTH 4 SHOULD NAvE A SPACE OF NOT LESS THAN 1 1/2 E3ETWEEN THE WALL SEE .- PLANS . ♦ -r MC ME NAN M1' FROM THE H N ..rY•` THE .. - p' . "} .. , . _ .... . • • , ,' , • - ; . ENDS OF EACI4 MDIVIDUAL ' ' f >=oR Ro NG C -oNBt. SEE r m.4ml1 * AN r AT iC;N SILL PLATE Y' THAN I i�d' OR �.. , 4 ELEVATICH V MK 1/te A •I A RA1'". I • I"11Pt. '�' F 2. THE NAN[aGRI P PORTION OF HANt)RAI L 3 SHOULD NUT Br= LESS ;�I- MATNIN0 UNO UY a' -0' PAL LEr TIC _ _ • (1) ' CUNT. FOR EACH 10' 01= WALL MORE THAN 2' IN CROSS SECTIONAL DIMENSION. _ .� MAC,ED PERP TO DiR�cr IoN o� FRAMING ' -THERMAL OAK ANv ALTERNA10 I� "L E &> JOINTS dY 51(- WALL-- -- 10k ' :1ALF P ANEL LEW.1TN NAli:a�.:.� Od w (p *OZ � �� � �' , �� 4' CONIC. SL.A15 ovF_R 3. HANDRAILS SHOULD HAVE THIER ENDS RETURNED OR SHOULD TERMINATE IN M 7T s :.:� PANEL 'ERU� . ER ALL 4' GRAVEL FILL. W/ • . - � .. • . C-:C��E.'� I?'o.c. •FIELD TYP: �'.� I�JU � � _ ..- �... -- - / - SLAB � , NEWEL POSTS OR SAFETY TERMINALS. " _ �. ._, 1 rvx6 W2.1 x U)2.1 W.W.M. . W ELT ABOvE TY1� Sc... U30 ����Ae., L FI RE 5LOCKINC-i f; __- - -- -..__. _.... ;-C,C�1-t f+Z t3 El_ 1' at AGE its IrXIE� r rltt•1. _. .�o n�SULA r o nN. z4. vl FI B IN CONCEALED SPACES E3E ttUEEN STAIR STRINGERS r tip 1. PRO DE RE L r • ; T OF THE RUN 4 BETWEEN STUDS ALONG 4 IN LINE WITH THE �� __.�_.______.____._ 5Ir1F5C'�•, 1425 HURRICAM "T lee- � - E OP B OTTOM _ R 1 R ID PERI METER ,4T TH T F3 • 2' •�• c.r�. OR I-1 • a•..o•oc. Typ.,UNC� ��- O Ks IN;3a • TAIRS 15 UNFINISHED. - - *" RUN OF THE STAIRS IIF: T'NE WALL UNDER � NP 3 - -- ?x 13IRP BLOCKS 101 2tCREEN TOE ld•�1�..:'',: : �. i � FLOOR LINE _ ( 2) *d EA END 10 TTFXISS OR RAFTER T ~P - ....... F OVINE CANT. HIV OF' ROOT SNEATNIIJG NAILING • b'oc. MAX. '"I �' '4 FOR NOTE '- AT INWLA7ION - -` �a vERT. • 16 ' ac . REVIEWED ' E I INGS R -3s FA3cI,a w� coNr. ALT. CODE COMP�C • OPENNIGS BETt� N L 1x8 R.S. CEDAR M LESS T1.1AN 4' TRIANG�ULAt? ---- -- ( TNERMAX IN%4 - r . C- Ir.Csa LINE Y THE R13ER, • - W/ EG' 1tv. R- VALUE �P'ITL. Gl1TTER - = , OP 2 - ''4 CONT. RED R . ENMJGS O B Nt OF A � t �j TREAD, BO T ELEME E LESS 7 — FLOOR JOIST � TO BE USED IN GUARDRAIL STAIRS SHALL f3 r ATTICS MERE 015L. TOP PLATE ' J • h THAN b . DBL..�OIST CI.E NUT O.N. PER PLAN - J e A NOV 3 �a0 ,AVAIL. FOR 15ATTJ fig. �L S • .� Q LEDGER r- t/?' Gii43 (TYP.) HEADER - PER PLAN .} a 1� WNDOW -PER PLAN MI • N- K3 - - + ' AY T UN.O. EXT. WARt1 WAL - Zx • 6'ora. l am ... F?L MEN , i -wool *-wool DE GLUE 8 NAILING OVER R -21 C3ATT NOW. W/ VAPOR BARRIER III ► City O Tu1�Wila I n c . r HANDRAIL � • OVP • 6' OiC. EDGES MIN. 1/16' APA RATED "ATW NS ( SEE PLAN FOR O ON SK R NAILW* 4 81DINCs) WTALL IBUILP NG PAPER OR BUILD �•• 4 ESLoc:KING � o ,�C . RAILING g' F IELD - TY Pa LD- 3 ? /Ib FELT ISETI+IEEN SIDING o WALL "ATIAW-1 TYPICAL. ATT INS. u1/ V.15. ALL EXTERIOR WALLS. c4 - 30 B MIN. 2x12 STRINGERS NOT _ R TO EXCEED 24' O.C. 2x BOTTOM PLATE R - 15A INSULATION OR N4SUL- PER ? x RI SUBMITTAL TA�L. �R�e w • X 5/8' TYPE 'X' G.W,B. OR OF r� E�� RIM JOIST �--- °SUPPORT !BEAM PER PLAN Q (1) LAYER°,. 5/8 TYPE tNG R P.T. x SILL PLATE _ USE ST22 NOR17- • SM. TO J UN gT E `X' G0.5. I R . _ '• -� BI"1. SPICE. _. _.. __._ 3 ---- -- 2xb' CLEAT (EA. SIDE) 1 � Sul OPACING IS MORE VAN 6' o.c. (TAPE 4 FINISH) SEE 1/31 - FOR TYPICAL If r 'POSITIVE -�•. OR SI MTL TIE PERU X i'Ol�1DSATION NOTES ,z �CONNECTIC4i (P+C TYPE) je CEN d - FLD�OR JOIST " _ �" ...... 1< PER PLAN • Y - - _ ..-_ _- - _.._ 4xb' SUPPORT T r C £ ' �.:E TREATED CLOSE t OR S - - - TORAGE - .L _ �� OR ELEVATED �IfN. e' AeV. IkARTN , - M rq 1= 3ELcall ATM -__ KICK PLATE FLOOR JOIST MAIN FLOOR LINE STAIR SECTION 1 • CONTRACTOR NOTE: All D im ene 1 ons Sha 5e Checksd And ver i f i ed prior To Gone true t f on. 1"I"P. F00"o 4 5EA r j 1 To Reorder Plarw i(811 )642 -3615 •� -lr �+ i• ,f4 _ f � .• L _ _ice . 1. • �� t u Y r. _ _ Y 1".r' • _ _ .•�.i — - J _ ... ,f _� _ _ _ - _ 2 — _ - , Y'.�. - .: siw�,�•v ��������������— �..'�a�..:A.rri -rl - • - - �.- ' 2 'r......Z•a.1.:_�;._ ::. i�-:.....•._. �. Z_........ rZ..- �lf:.�!_:...��...r.,�i.. -' - AMY' -' - •- -- -.____ --_ _ . _._ ..... _ - ._. NOTES: 1. ALL EXTERIOR WALL✓ - 1 . 0 6E C"1 Fes::: ED IN .'ICCORDAW -9 W1 T1•IE IN. rROVISIONO MR 2.120 USC UNO -IN TI-IF r ANS 4 AS 5PEC11'IED FLIRT NER ON SE 1:= T 83. :. I►J ER I vR WALL:;. 13 GON$tRL1CT10N ` "'!C.4!.. ::EDT w rt U"isNO 4 6 : '',:rGF _ ''ARA'i ION �•�' _ ~_. „�_ _ �- -,,. - . ---f -. POST SASE --- _-�—•; •-� TYPE ANCHOR �•� � •- �- - - -• -GRADE CONIC. }� IER -PER PLAN MIL, V ISGMEN (BLACK 014L i ) TYI=. WALL SECTION COP7RIGFITO 2002 CRANE DESIGN, Inc. � �vv DATE: !RFV. ,WN: SHEET I PLAN NUMBER: OF >�1 . a .:.a • i ,K , ♦,, * ,I A.. Mi' +�►*' t'M x «..- w . '.'t . r • rt i i • . l CI'QANE DESIGN, Inc. Rese!rvere All Lega Rlahte To Matesrial On Thle met - Subject To Crimin Prosescut Ion 1 f i • i 3 e i e I I mm Y ' r .' .,.� ..r ,. ' .1 f� e,rt •.�,.. ;' • "i+ r ► r�. i•r+�•' .. '� ••wti•'3•4A�'1• � ' O.tt*rr�gn14ti4R�I1+ifMi o • .R to u r r • .. .. . ~ • • R' , Z 1 TOP PLATES 4• BRICK VLNEEtt • , MIN. 1/16' ArA RATED SNEATHM U.N.O. I' ! '' s GARAGE DOOR t•rEADEl+t • •--- -� STEEL LWER - , W/ T1' �/'EK 30' FEL OR SIM. APPROVED " VAPOR BARRIER O vE R TOP OE S t EM WAL BEYOND PER PLAN L 6' x 3 x 5/16' A36 EX TEND 6 BEYCND OMINd TO DEAR ON e �' caNc. S � ?xb STUD WALL S LAB ON � •4' COMPACTED FILL VENEER 4 1p COMIC. STEM v. POLE PLATE NAILED W/ 16d • 8' O.C. - DRIVEWAY PER 1/1 ♦ DOLT 4M WALL, FOR b' -C' OR L ESS ov I.ECraGER ANP INTO SI°ANS CAN USES STAGGEREV, PROVIDE BLOCKING CONTRACTOW, TNICKENED EDGE NEADbR • 3` 61 • - IL sox 3 I/?' x 114' ---- �' 0 RIM JOIST PROM EACH END RIM 4 FL OOR JOISTS AS PER PL AN 3L.CP 3' b I KO OP • r WAL4 4 _____;,, o : PLY. SPLICE SI`IC�t,ILD BREAK ON - .• . • VENEER BEYOND --- r C oMMCN ME MBER r �____ d ' •�' • • or'ENMIG -� _ O. C. Sol E PLATE. RI i :. � JOIST 4 TOP PLATE ~. • , - } d C P • 1 1 �� U CONTINUOUS FOOTING • ib c��c. : • - lfTEEI. L.L... .;.• - . -015L TOP PLATES �� 7 • .DRAIN `~ .b` i'••111�;. •�t.M•1 --- IMS ON 8"C1K N: y: ONT MORTAR JOINT C _...... ?xb STUD WALL .2 �4 _ INUOUB r -ooTIN I mac tur •��•c -- REBAR I C).;OR CO PER PLAN _ ' A TRICK - - --- BATT INSULATION (TY "P.) - . r ' ELEVATION vtEtv - 5/8' x 10 AJ3- 0 36 * O.0 - W1 3/16' x ?' x 2' WAWER (BOLT SHALL BE NOT LESS THAN I BOLT DIAV ETER$ r • '` ' r �. % . ; � � 4 - 3/8* ) FIPZM GOR 415 AND NOT MORE TN 1 RO TYP, • �� ` tR, THE ENDS OF EACH IaIVIDUAL PCONDA' SU F ATE r E A1: � R OPEN INS: � N TRH � � •; 2x+6 P.T. DF. MUDSILL - ' Z 8ci • 8 O.C. s �,., • ..k: GRADE '4 REF3AR CONT. HORIZ• • 10 o G. .. . 4 VERT. 16 lo.c AO VI -- Zxd FIRP.ED WALL Oh? ? X 4' S1UD8 W/ .� A �4. tz- ''� % *tRT. T , lEr� Wi ' Z AIR GAP BETWEEN STUDS 4 C W. r . � c:: . ° '? TWS it a'o=. � R - ?I INSUL. ' • .•. t ALT" EF"ATE POOKS . , . D 1�`1�480h;�. • s 1l o.,... f b , - COME `✓ERT Ic:A�.. 4 CONC. SL A5 W1 6x6 - lU)2.I x u".1 W.W.M. ON 4' GRAVE l . FILL. . �`-- - 4 • x 8' x " 7` BRICK r ��L t • 3b' o�c• "S GA. _WIft _tms• IN :. . THERMAL BREAK R -10 RIGID INSULATION W/ 2x4 P.T. '/CCROS9 1r"ItaDSll_L ' ' • trflRE . # r�X. SPaCM _ 4F 1 MR t?' 'OF VM'1"ION IN EAGN - 2 - "4 DIA. CONT. 3' UP - 3' IN DIRECTION 4 12 VERTICAL. 15 - `��;• '. 1.3R .K COLUMN AT ENTRY NO TE: SOIL 5ACICFILL ON EXTERIOR SNAL•L -- NOT EXCEED A HEIGHT GF'EATER THAN _ ,.. D , • r (MAY VARY - SEE PLANS) 30` ABV. TOP OF SLAB AT INTERIOR � ,• • r FLOOR ELEV. V. UNLESS ENGINEERED WALL �? 1 - 4 DtA. C.ONT. 3 • t1P ' DETAILS PROVIDED• .. C? ,r .. . , - is _ ' _ , . � , • . , � FOUNDATION F WALL 4 4 4r 2xb STUDS NOT TO EXCEED 24' O.C. NON DC' �1'C�IV �����- �i��,. 1 TO C 18 • O T 4 - 0 !" -IICN U PO s!/ I'JY UTALL � k �'� ?x4 * _ BTtlpg NpT E>tCEEp I6 • - CONTINUOUS WEAVER OR 15T6236 0 JOINT (MDR AS PER PLAN) COLUMN CAP • MJI_L.ION HEADER CONNECTION SEE MA4 FOR SIZE ( ?) 2x& ST6236 TIE STRAPS CENTER ON JOINTS NAIL FULLY 2x6 STUDS • 16 O.C. A35° ICALPS • BASE TY MIN, 1/16' APA RATED SI••IEATNING NAILED ad • 4'o�c. (EDGES) A 8' a .(F IELC ALL EDGES SL OC"D UNDO, 2x6 SOLL PLATE NAILED 16d • 4' ore. STA sGI5 RED RIM OR rau+c <nw DETAIL 'A' - -- ---- -CRIPPLES NAILED &4UG UP TO "T W/ 16d * 4' oz. � � O.C. f - • . • \--WEAL WITH ••... • ,� WAL TIES Sl••IALL SE CORROSION 5197 ,. � • AN t AW IF TR'1 OR T■' MADE OF SNEI?T METAL, S ALL NAVE A t' IR •TNICKHL&SS ACA JLK OF 0". IK (NO: 22 caAL .0 SN�ET �) !3Y 314' y . OK IF OF IL'IRE, 9;4k' RE, A MIN. DiAti OF 0.1" IN. -(NO. y r .� 15J. C: AGE) WALL TIEC 514ALL BE SPA :Ea • So AS TO BUPI•= R r E� FOR � NOT 110 RE THAN ? 9G. '=T.- OF U 41 AMA► BUT SHAL: -L NOT t w.� R�� �'�'" E QOM O LIAN C E FORE THAN 24 64 CE:r1TE1�' 1 RIZ. WA:.L TIE$ �.�..! Ns�1�E �. C0� ` 'L IP OR HOOK ON THE EXTENDED LEG THAT WI E. ' � :�AGE OR 0 NCL• � EO" A HORIZONTAL ""T 1ft"0RCV'MW IAFM � t•IAVING A OVED 1 ' D IA. OF a -148 IN• ( NO- 9 B . V . GAGE) OR EQUIV. TN � J O I N TA P P � A lft!14P RCEMEIO SHALL BE C-ONT. VATN BUTT St�l..: �a8 BL1 WEEty - TIES PERMITTIEV. APF'FQAvED PAPER SHALL. 5L . % 'MHFD � 2004 v=0 V z 3 • DViEt2 THE B��TIaiNks. AI1Z :`'ACE OF AT !.EAST ' gl•�A1.L � •• NO - ••• � MAINTAItNIED METWEEN THE L /'kMHG AID THE VENEER SPOT ',� ,�••• 51b VIA x 1m' C • 15150DING AT ALL TIES SMALL. OF OF CEMNT MORTAR. • A$. X48' O.C. 2x6 y•1'l,i•7S • 1 O . 3 0 1CWl" 2x4 s 1 4 2 STORY C - 3 STORY _ (WHERE PLYWOOD 4* C )W. S LAB OVER 4 • 'j of 510 VIA x I0' ttlaOp JOIST - Cis 1U 15OLT * 320 O.C. GRAVEL Fill. W/ b�cb - 0.1 SYSTEM 1 IO x U!1.1 tJt1.tU1`1. IN SLAB � 318 rilVIA I . BU G Div USE 5 l,W/ 2x4 P.T. MUDSILL 1 uni •���1 RAWL • c7R BASEMENT • " • • 6' C31='. i:' •• tilt -- . � --t � • •• R i 6 MIL. VISMEEk W/ i SAND Pt. ANS �EtVC OVER • LIVING AAS "", , RE • dl+ ? - *4 V IA 3' UP -1 y ' J UN a OR 3 DOwN 2004 • , � ; � ! PERT C h• DATE: v I N T E RIOR 1B1=A W. &I I nN Al & 17" TO 19" DRAWN. r SECT[ON SHEET OF PLAN W MBER: COPT MIGHT 0 2001 CRANE D Inc. • • r • _ .. , •T. � _ rr _ -__ ._ _ � • � . i �.. _ �. r' . - t . i . ._•,�L �_�.rwea.�.. t.t•w+•••e•.f _�vZw - - -..� 4 •CONTRACTOR NOTE: All Dlmenelone Shaul l5e Checked And verlf led Prior Yo Construction. � s , .r. ...•« �.. . -... •.. _. s. . �__•r� _�.. -a:•. -- ,_�.. •. .•r ,. _i_.. - •- _ .• ,v- �- � - w♦ _rrr••.4 � � _... - ._ _ _ .. i t z .- •� .t. .. ^a• - ._YK'. -_r - � -_ - .: -t•_'. r.' _ __ ._.' -1 •,t. '. � dsr� • -. _t -'L• -. �._ - -- � T'.. To Reorder Plans 1( 81 1)642 -3615 A • r w .. ,'i k r ,► i •l . '.' i , •�IK : �.7c.. •two i a +ryl , 4.,jD` +",: • • i1►`� i11 a . w k f 1 A • / -'ice .�.:, ���•�.' •r• ` " �� y 1���••.�lr ��.Ir•N.� v � • r.♦• n • . r .'• ��.�*•r•, •k•.���4..Nf ..�,r► !•' •������� � CRANE DE 51GN, Imc. Reesr vee All Le A i Klght g TO I t er tr I Or IhIA 51' eet Subject To C:r ImIna I F'rooefc:.Ut lore GENERA OTEc- 5 RUCTURAL NOTE I. CRAWL SFACE VENTILATION, MINIMUM NET AREA, 1 $0, FT, FOR EACH 150 SQ, FT, OF FLOOR AREA, I . P E°SIGN L.OADg (VERIFY SNOW LOAD 1 A", A) - - t OPEHING5 TO LSE PL Ar=t` M A CLOSE TO COR415R$ A.A. PRACTICAL. (Mlr ! 8' AWA1 FROM ANY HOL DOWN " ANr APALL PROADF CROSS VENTILATION ON AT I_FAST TWO OrP • IT S O �� 10 Os E SIDES. A R OO F LIVE LOAD ?5 pgF ( TOTAL LOAD 3'1 i°aFXWirll_E 45 P3F) B. FLOOR LIVE LOAD 4m PSF (TOTAL L OAD 3 d t L L. D 50 1°310) 2. CRAWL. SPACF UNOBSTFZ0C1 FD ACCESS, MIN. 18'04, C. SEISMIC ZONE 3, 1/•O.i4W • 4 P. WIND LOAD 22 PSF u;1 f 40 ,4 ` ". 3 ATTIC VENT ILATION 2� I/15 OF ATTIC AREA OR I/300 IF i12 115 IN SOFF!T AND i/2 IS 3' ABOVE PLATE E. FrOiI3E�41RING CAPACITY 1000 I ASSUMED. SOIL REPORT IRG?'D ON ANY Ql,iEgTlpN,d,BLE r' LINE. SOIL. •R d � h w 4. Ar•i IC ACCESS MIN. 22'x30' Wi tH MIN. 30' HEADROOM, UNOBStRUCTED, READILY ACCESSIBLE 2. EOUNDAtiONg OPENING. . . R •a d l c 1.5 SOFT A. ASSUMED MAX SOIL 5EARINCs CAPAC 10� POP UNp18TURls $ '• `` ED CULT. S. IN ROOMS NOT PROVIDED WITH AN OPERABLE WINDOW OIL R AT POUR FOUNDATi � \ . O G REATER , A 1`1ECHANIcAI. - ONg ONLY ON UNI�I3TUI�ED SO (V ERIFY) o VENTILATION SY STEM, CAPARLE OF PROVIDING 5 AIiR CHANGES PER HOUR, SHALL BE PROVIDED. C. UNDER FLOOR SLABS COMPACT FILL TO 95% MMO, B. 'CONCRETE � ih. VENT DRY FR, BATH FANS, AND RANGES /OVENS TO THE OUTSIDE. . v. 5 4 , _ A. FOUNDATIONS AND FLOOR SLAM CONCRETE SHALL. ME EQUAL TO (2500 PSI). MAXIMUM . GARAGE AN H OC CU PAN C Y T b. R E D OUSE SEPARA MIN. I NR TAMED AND FINISHED. WATER TO CEMENT RATIO, 5•4/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND GARAGE AND BASEMENT SUPPORTS TO ESE I MR. (5/8' TYPE 'X' OR EaJAL ) ' 6 -3/4 GALLONS WATER PER 9'4 Le. SACK OF CEMENT- 2500 "1 ASS .._.....•.. . , - NC�T� -I AT Z D AY S. , !� COMPRESg ST • . � ' . • . RE 8 SACK MIN /CLI. YD. S. TILE FOR SLOWER SHALL BF b' ABOVE FINISH FLOOR WITH WATER RESISTANT BACKING. ,13. MiNIh1UM C01/ERAGE OF STEEL, 3' F30TTOh'1, Z' SIDES 1 -i/2' U1r41.18. OR 8 I _ O L, SEE CODE .- WHERE 301L NO PROBLEM_ -• y .• � S. ALL WATER CLOSETS TO HAVE 30 MIN CLEARANCE SIDE TO SiDE, 2d' MIN. CLEARANCE � FRONT. C. EQUI V ALENT FLUID PRESSURE MIN. 35" PER GUE31C FOOT " • ' - . EGK _ , 0• EGRESS IN EVERY SLEEPING ROOM SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.1 So. FT. t 4. RE iNFORC ING STEEL THE MIN. NET CLEAR OPENING HEIGHT [DIMENSION SHALL ESE 24' MIN., NET CLEAR OPENING WIDTH - DIMENSION of 20 !BOTTOM OF OPENING SHALL NOT BE MORE THAN 44 ABOVE FLOOR. w ti - A. ALL REINFORCING STEEL SHALL BE DEFU'RMED, INTERMEDIATE GRAVE, BILLET STEEL - � ASTM A615-12 GRADE 40, NEW, CLEAN AND FREE OF DIRT. ; 11 . FIREPLACE CODE COMPLIANCE PER UBC, CHAPTER 31 -B AND LOCAL BUILDING DEPT. ALSO � `: 13. SPLICES, WHERE LOCATED AND APPROVED SHALL 15E A MINIMUM OF i2 IN6WES (2500 PSIS REE3AR ,4S PER SEC. 3102. � . • • : _ :, . _: :, . .. • a r OR 30 15AR DIAMETER (CONC. • 2000 Pgl 40 ,• IA ) C. ALL. REINFORCING SHALL. E TI HT Y TI . � Cs L ED AND SUPPORTED DURING CONSTRUCT iGN. 12. HEARTH EXTENSIONS • HEARTH SHALL EXTEND AT LEAST 16' FROf� THE FRONT OF, AND AT LEAST V. WELDED WIRE MESH SHALL _.E A5'h1'�t - AI !. 8' 1=315"T'OND, EACH SIDE OF THE FIRE PLACE OPENING. WHERE THE FIREPLACE OPENIWs i$ 6 SQ. FT. i� 85. A LEAST 20 ' " 1 UR LARGER, THE HEAR1 H EXTENSION SHALL EXTEND AT IN FRONT OF, AND AT LEAST S. .U/OOD .. , _ • .^ - , . . 12' i ON EACH SIDE OF THE FIREPLACE OPENING. CON 153E D, C. OR MASONRY MUST NOT BE .: " ' •' ' ` f , SUPPORTED ON WOOD FRAMING. A. PER U C S r E B EC. 2305 13• APPLICATION AND INSTALLATION OF INSULATION AND VAPOR BARRIERS SHALL COMPLY WITH 153• - IEADEF2S/F3EA1�8 SEE PI 1 - Ors ALL t3IZES AND SPECIES. THE 2001 STATE OF WASHINGTON ENER.15Y CODE. C. SEE PLANS FOR 'PLYWOOD. f ' • r ' t ' ` ' M ' w �. r 14. GLAZING iN COMPLIANCE WITH SEC. 2406, UBC STANDARD NO. 24 -2 AND WASHINGTON STATE SAFETY GLASS LAW. EXCEPTIONS ARE AS OUTLINED IN SEC. 2406, i�E3C. �STRUCTUIRAL !STEEL 15. GLAZING IN LOCATION SUBJECT 1 HUMAN IMPACT SUCH AS GLASS ON DOORS, GLAZING WITHIN 24' ALL ,STRUCTURAL STEEL SHALL 1315 ASTM A36, NEW, CL.EAN AND FREc OF i?I,iST, PIPE CO . 3 A . L H LL ON EITHER S1DE OF A DOOR OPENING, GLAZING CLOSER THAN IS' TO A FLOOR, SHOWER DOORS, ESE AvTt"1 a33, GRADE 13 OR ASOL, A36 STEEL. l,4LSC•) , • AND TUB ENCLOSURES SHALL f5E EITHER TEMPERED GLASS, LAMINATED SAFETY GLASS, SHATTER � 'RESISTANT PLASTIC, OR WiRE REINFORCED GLASS FOR SKiT' i {•-I `� L T, • �: ..< ' vtRL+'GTuRA . F� iNCs �,.;.,,... ......, a ib. SLIDING GLASS DOOMS TO BE SAFETY GLAZING, LAMINATED, OR TEMPERED GLASS. A. FRAMING TO BE IN COMPLIANCE WITH U13C SEC. 2320. � 1 S. !PROVIDE NAIL.IWG IN ACCORDANCE WITH UBC SCHEDULE 23- i1 - -1 ` • � 11. SHOWER ENCLOSURES SHALL 5E APPROVED WIRE REINFORCED, TEi"1PERED OR LAMINATED . II r •t SAFETY GLASS OR 51 IATTEfR RESISTANT PLASTIC. sTRICTUlw4l LNG: SPECS TAKE PRECEDENCE . MIN. NAIL Ws SCHEDULE AN OTHE � y GENERAL SPECS. j D ts N # I iN 1 F C. PROVIDE SOLID BLOCKING AT JOfSt SUPPORTS AND BEARING: PAMTITIONS. 8. GL_AZ NCs WITH 8 OF FLOOR OR LESS TO ESE SAFETY C=LASS. 1 .. .... - D. PROVIDE BRIDGING OR BLOCKING AT MID -SPAN OF ALL SPANS OVER 10 FEET. � • E. USE APPROVED JOIST "ANGERS 04ERE REQU RED• 19. ALL EXTERIOR WALL GLAZING SHALL BE DOUBLE GLAZED AND COMPLY WITH THE 2001 WASHINGTON STATE ENERGI•• CODE. F. ROOF TRUSSES: SIZES To ESE VERIFIED, DETAILED AND FAsRiCATED Ml' TRUSS MANUFACTURER. • '�' � INSTALLATION AND BRIDGING SHALL BE PER MANUFACTURER'S SPECIFICATIONS AND Q 20. TREATED U)OOD / WEATHER PEiR UBC SEC 23016. INSTRUCTIONS. ALL TR SSE3 DESIGNED MUST 'BE STAMPED 15Y LIc. WA. STATE PZ. CARE MUST ui BE TAKEN DURING ERECTION 15Y EWILDF. R TO NOT OVERLOAD TRUSSES WITH 13UIL.1:>ING MAT. � � - • t t0 ADEaJATELY BRACE TRussrs. - ', x 21. THIS OFFICE ASSUMES NO RESPONS1151LITY AS TO THE PHYSICAL CHARACTERISTICS OF THE SOIL., cc NOR DOES THIS OFFICE VERIFY THE ACCURACY OF THE ENGINEERING DATA SUP � �"�''- D 153 Y C2T1 -IER3. , ,. • . STUD WA LLS J > Ln _ IUHERE SOIL APPEAiRS TO 103E OF POOR aJALITY, A SOIL. EWs. REPORt SHOULD BE SUPPLIED ELY CLIENT. CRANE DESIGN PAS TAKEN TAN EVERY EFFORT TO ENSURE THE AGCURACI'• OF THE A. USE 2x6 HF"Z, STUDS AT 16 CC. (24' O-C/ MAX.) PER U5C 2320 UP 2X4"' CONSTRL1cTION, • SPACING NOT To EXCEED 16 O.C. 1,U/ THREE STORY STRUCTURE 2x6' STUDS MUST sE Us +� • � ATTACHED DRAWINGS, HOWEVER IT IS THE RESPONSIBILITY OF TIE CONTRACTOR TO CWFCK AND SPACING NOT to ExCEED Ib' O.c. ED LOWEST I -W1 • VERIF ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. • . �-- 'w' ~ 1:>ou TOP PLATES SHALL. HAVE JOINT$ STAGGERED NOT LESS THAN 4 FEET. � •r MIN. NAILING OF 8 -I6d • 48 PS MIN. LA * EACH SIDE OF JOINT W/16cl • 12' O.C. _ o 22• THE ATTACHED PLANS ARE THE PROPERTY OF CRANE DESIGN, INC. ANY REPRODUCTION OF THESE � � PLANS WiLL VIOLATE COPYRIGHT LAWS. THE HOLDER 01 THESE DRAWINGS MUST PAY A FEE FOR BETWEEN PLATES FOR EXT. t iNT. ,..ONG WALL C2 t 3 STORY BLDG.). v rt THE USE OF THE MATERIAL TI`-1EREIN OR 153E SUBJECT TO LEGAL ACTION BY CRANE DESIGN INC. � ED f C r S. ROOFING 1�l Y NOTE5.1 . . o� co :r : , ._ A. APPLY ROOFING 'IN ACC0 R,DAf1C_ E `J;fT*I-4 L113G. SEC. 1501. ''� �•� PROVID AT I ,c.,•• VENTIL.�TIoh , -, 5 rt�DIrATED ON RCOr FRAMING 1 =LANE. A I R- ENERGY NOTES F='ER 1S9�1 U.�Y4SHIrJG1 oN STA'1 E ENERGY' CODE: SECT, 15+5. rROYiDE AND MINIMUrl ADDED INSULATION LEVEL OF a� R R -3F3 tv CEILINGS (R -30 1 2x12 VAULTS - ��ynFrw�� . R -.0 VAL.LS . FLOORS OVER UNNEA tED SPACES t.I E t GR j/ M ! N i MGM 19/32 THICKNESS A!a RATED T 01�C: : T V�1 N M AT SL A B PERIMEI ER, INSTALLED t40RiZONTALLY 24 UNDER SLAE3, WHEN CONCRETE F 1R L00S ,� _ R VE 8 O.C. T INTEI�IEDIATE EA WING WITH 10d NAILS � '�vi� Q. 2 b O.C. AT SUPPORTED SHcATHiNG '=ANE&w DOGE !0' CJ� 11 �� ARE WITHIN 12 OF GRADE. S AND • FRi= �1'''1l NG MEM13ERS (SEE AiRCW. PL ANS AND OR GENERAL NOTES FOUR fi REQ 3. . A LL OPENINGA+ AND JOINTS IN EX ERIOR WALLS SHALL B E SEALED, CAULKIED OR WEATHERR STRIFf=ED AT LIMIT AIR LEAKAGE } {{ DATE. REV. I=r= G I F AN APPROVED VAPOR BARRIER 514ALL BE PROPERLY INSTALL IN ROOF, IN ENCLOSED RAFTER . SPACES, FOl;41ED WHERE CEILINGS ARE APPL IFD DIRFCTLY TO TPE UNDERSIDE OF ROOF RAFI�ERS, ALSO IN EXTERIOR WALLS. C REtE .�I`�..°���.-- �''�CtFiCATION3• i. USE 2,500 Pal CONCRETE SPECS AT 28 DAYS. 2~ PSI MAY BE USED BUT DRAWN: RECOMMENDED HIGHER STRENGTP, •' INSTALLED •b MIL +BLACK VISQUEEN GROUND COVER, LAPPED i' -O' AT JOINTS AND EXtENDED UP to ; FOUNDATION WALL (REQUIRED AT ALL CRAWL. SPACES). 2. USE ASITI, AGIB -6a OR EQUAL GRADE 40 RESAR LAPPED 30' MiN. AT SPLICES, CORNERS F IREI"L.ACE3 SHALL. BE PROVIDED U11tH! 4 INTERSECTIONS. IF 2000 PSI CONCRETE, LAP 40' DIAMETER MIN. A TIGNT1. i. FITTING FLUF DAMPERS, SHEET B. R EADILY ACC ESISIB LE r OR AUTO CONTROLS. P ER T �� >� .- f ►F . • I. THE TRJSS MAI`AFACTURER SHALL PROVIDE ALL DESIGN AND ENGINEERING WITH WASHINGTON STATE 1514OWER5 51- I4l_L PAVE A FLOW CONTROL 'CREVICE TO LIMIT rLCW TO 4 MAX. Cr- 2.5 CIF" PER SHOWER P.E. STAMP ON DESIGNS. DURING ERECTION OF TRUSSES, THE WJIL opm $14ALL TAKE CARE TO WFAD. ADEQUATELY BRACE TRUSSES 4 ALSO NOT TO OVERLOAD THEM WITH EXCESS IbUILDING MATERIALS. WATER HEATERS ARE iREOUIREP TO BE LABELED AS coMPLYiNG UJ/ NAECA Isal ELECTRIC WATER • NF,&%TERS LOCATED IN UNHEATED SPACES SUCH AS GARAGES TO BE IwSTALL.ED ON AN t PLAN NUMBER: IN(7C -A 1PRFSSI15LE INSULAI iON * MIN. OF 18' ABOVE FLOOR GAS OR ELEC. (R -1,0 MIN.) ' • . of •C TRACTOR NOTE: All Dimenelone Shall Be Checked And Verll'led Prior To Construction, To Reorder Plans 1(811)642.3615 COP , ; IGHT C 2002 CRANE DESIGN, Inc. ••,. - .. - . - - •� - - - s......� - -- -- - �.�..,.. _ ....,.._ �- _ - .. :.. _ . _ _ ..... -ti �.r a. `-.: - :�.^•! r '•"'• .ti • w •,: - •r.,�4.ww+•■.R.t++ mft "&&I op A sr op leb m , OWLA I— ____ - i _ l- n►..rs r l 1 E s I I f t 1 s �t i, I I i� a . t, •, •,. an• 1,. a : ..X''r.. ;' .� ..A' ,,.v�4•,Or�'1,1r. M� ,tk,'.'...■Vr+•.�'�•�Y.7�'r't'� t i + CRANE DESIGN, Inc. Reserves All Legal Rights To h'latterlal On 'thee Shoot - Subject To Criminal f'rosecutlon • I Common or box nails, may be used except where otherwise stated. ' 2 Na i is spaced at b inches (152mm) on ter at •d se, i2 inch** ( 05mm) at inter la t except ecept 6 Inches (15 2mm) At ail suporte wrore *pens area 48 Inches (12 9mm) or more. For na I Iing of wood structural panel and partica lbo diaphragms and shear Able OF 9 p e I ns ta ll ed w s refer to Section 231533 and 2315A. Na ils, for wall sheathing m be common, box or ca 3 Common or deformed shank. 'e Common. 'soe formed shank. bCorros [on -resistant siding or casing nails tonne •' =Ire to the requirements or S ection 2304 lF rr estee spaced 3 inches (16mm) on center - !xterlor edges and 6 Inches (152mm) on c ent er dt Intermediate supp orts. eC orros [on -roe ist roofs mils with 1/16-Inch- (11mm) head and i 1/2 -inch (3 len th ror 1/2 -inch (13mm) s�athlnq end 1 3/4- inch (44mm) I th for 25/32-Inch (20mm) 9 conform shesethin conform) to the re quirements of Section 2304 q 'sCorros Ion- resistant staples with nominal '1/16 -Inch (Ilmm) crown and I 1/8 -Inch (29mm) eng for 112 -inch (13mm) sheathing and 1 1/2 -inch (38mm) l ein g th for 25/32 -Inch (20rm) shea conrorining to the requirements of Section 2304-3 'mPanel supports at 16 Inches (406mm) 20 inches (508mm) It' strength axis in trio lone direction of the panel, unless otherw a marked . Casino or finish nails s paced 6 Inche p anel edges gas, 1? I nchits (30 152mm) on mediate su ) at Int �' upp �I Panel supports at 24 inches ((305m) 0). Casing or finish nails spaced 6 inches (152mm) on panel 6d es, 12 inches (305) at lntermedlater supports. TA BL E 23-11-E3 - 2 I� 001D S T RUC TURAL PAN ROCF 5HEATHING NA ILING 6GHE � I I R0<_T FASTENING ZONE TAE3LE 2 3 --1 I -' - i NAI 5C"E ,.. _smear) CONNECTION NAILING X I. Joist to sill or Order, toenall g.ad G r ea ter than 90 mph (145 8d common Panel ed 3 2. 15irldipl to Jolst, toona I I ea ch end 6 4 3. 1' x 6' (25 mm x 152 mm) subfloor or less to each Joist,_ra n •d el - b _ _ 4. Wid er then I ' x 6' ( 25mfn x 15 2mm) subf loor to eac ,lace n a i l b _ Grea ter then 80 mph (129 !Sd common Panel ed es ° _ 5. 2' ( 51mm) subrloor to J oist - or girder,, bl ind na race nail 2 -1 �, r6 . Sole plate to Jolst or block ing, typical race nAll 16d at 16' (406mm) o.c. k m/h) to S (14 km/h) Panel meld Sole plate to foist or blocking, alt braced wall panels 3.16d per 16 (4 06mm) �b 6 . To late to s tud, and mall [as . Stud to sole plate 4 - 8d, toe i I or 2 -16 d, end na i 1. Panel Field Doubl . studs, face na I I i6d at 24 1 (610mm) cc. 12 1 2 10• Double to plates, typTea face nail 166 at 24' (610mm) o.c. Appli o in y t o gear roof heights up to 35 fee (10 100 mm). For Double top plates, lap splice 8 -Ibd roor heights over 35 root ( IO 100 mein), the ne l 1 Ong shall be des tgnesd. 11, l3lockin between Jolets or ra fters to t plate toenail 12. R im olst to top plate, toenail Scl a t �, ' (152mm) o.c. � � - 13. Top� tee, laps and Intersections, face ? -16d 3 0dge spacing also appl over root' fr aming at gable -end walls. _ .4. Gone trx�ous header, t wo p f aces It._ a t, 16' (406mm) o.a along each ad e 's Use Od ri - -shank nails in this ion if mean roor height -1han 13. C001IN Foists to lets, toenet 3 Is greater 25 Feet ('1600 mm). 16. Continuous_ header to stud, toena - 8d _4 11. Collin olst, la s over e artltlona,, face na 3 -I6d 18. ceillmA to parallel rafters, faces nail 3 -Ibd 1 9. Re f ter to p le te, !Dane 1 I 3 -8d 20. 1' (25mm) brace to each stud and plate, race nail 2 -ad 21. 1' x 8' (25mm x 203em) sheathin or less to each bearing, face nail 2 -8d •y _•• --••r_ r -r -w.. rY• -� -.. Mw•r.. �, r� -■�� -! ,� _ .w�rr . •� .r- - _I� ! � -f • �wr+ -r•�.f y✓•w•rtrt _ -� �..r�r •+r• 22. Wider than I' x 8' (2 5mm x 203mm) shea to each bea f ace nail 3 -gd • 23. BuIlt-T corner studs 16d at 24' (610mm) o,c. 24. Built -up girder and beams ?Vcl dt 32' 18t3mm) o•c. at top and ' bottom and sta gored 2 -20d at ends and E" each a li 25.2 (51mm) planwe 2 -i6d at e beari 26. Wood structural pane and partica (board; 3 Sub! Iccr, roc r and wall sheathing (to rrdming): (i Inch 25.4mm) 112' and less bd 3 19/3 2' 3/411 8ef Ad 1 1/ 8' - 1 1/4 b Ameba Panel #iding (to rraming)i I/2' (1•Smfn) or less , 5/8' ( 16mm) F28. Fiberboard sheathing: 1/2' (13 No. II ge. . 6d4 t No. 16 90 . 25 /23' ( ?Omm) dJo. II gas No. 16 a. �. 2 Interior paneling 1/4' (6.4mm) 4d to I Common or box nails, may be used except where otherwise stated. ' 2 Na i is spaced at b inches (152mm) on ter at •d se, i2 inch** ( 05mm) at inter la t except ecept 6 Inches (15 2mm) At ail suporte wrore *pens area 48 Inches (12 9mm) or more. For na I Iing of wood structural panel and partica lbo diaphragms and shear Able OF 9 p e I ns ta ll ed w s refer to Section 231533 and 2315A. Na ils, for wall sheathing m be common, box or ca 3 Common or deformed shank. 'e Common. 'soe formed shank. bCorros [on -resistant siding or casing nails tonne •' =Ire to the requirements or S ection 2304 lF rr estee spaced 3 inches (16mm) on center - !xterlor edges and 6 Inches (152mm) on c ent er dt Intermediate supp orts. eC orros [on -roe ist roofs mils with 1/16-Inch- (11mm) head and i 1/2 -inch (3 len th ror 1/2 -inch (13mm) s�athlnq end 1 3/4- inch (44mm) I th for 25/32-Inch (20mm) 9 conform shesethin conform) to the re quirements of Section 2304 q 'sCorros Ion- resistant staples with nominal '1/16 -Inch (Ilmm) crown and I 1/8 -Inch (29mm) eng for 112 -inch (13mm) sheathing and 1 1/2 -inch (38mm) l ein g th for 25/32 -Inch (20rm) shea conrorining to the requirements of Section 2304-3 'mPanel supports at 16 Inches (406mm) 20 inches (508mm) It' strength axis in trio lone direction of the panel, unless otherw a marked . Casino or finish nails s paced 6 Inche p anel edges gas, 1? I nchits (30 152mm) on mediate su ) at Int �' upp �I Panel supports at 24 inches ((305m) 0). Casing or finish nails spaced 6 inches (152mm) on panel 6d es, 12 inches (305) at lntermedlater supports. TA BL E 23-11-E3 - 2 I� 001D S T RUC TURAL PAN ROCF 5HEATHING NA ILING 6GHE � I I R0<_T FASTENING ZONE e . U O N GENERAL.. t 4- SOLID FUEL BURNING APPL IANCES - ' � P r Solid fuel burning appliances include airtight stoves, tiro places stoves, room I . PILOTS, lsUIINER, HEATING ELEMENTS 13. AIR DUCT$ PAOSINd TNROLIG� -I �• APPROVED WANDERS TO 5E � o" s heealters/rireplelces stoves, raetory - bullt fireplaces, a nd fireplace inserts. 4 WITCHES OF THE FURNACE AND W.W. G WALLS , FL COR OR USED AT ALL COWECTiONS OF MU SHOUL BE A MINIM OF IS' AHOvE CE ILINC3 ARL TO BE NO. 26 PWTEF" JA. C OR HIP TRUSSES Unless ot herwis e aclopted b kin County, all solid fuel burning appliances TWO GAIRAGIE FLOOR, THEME SHOULD GALVANIZED STEEL UMT14 NO TO THE MAIN GIRDER RU 8. T S `' '' *hall compl w 1 th 1991 U.B.0 . 199 VUYI.C. iDt°ENINGg INTO 1 NE G�4iRAGE. ACTUIlER TO PRO- , ALSO ISE PROTECT AGAINST A a . ED ANY TRUSS M� HEATING VEHICULAR COLLISION. r 'VIDE TYI"E. $ �. �• 0 3 , 44. LAND Ihlt e8 OUTS( D E To IS�E NO E - `- � y � � � ' `' o ach dwollln unit sha be provided with heating Facilities capable of MORE THAN I BELOLU Tk1E , S. NONDEARING WALLS SHOULD BE � d me Into Inln g 1*F ate p a b v Dint 3 e the floor in ail habitable rooms when the . 2. EXIT COORS SHALL, BE OPERABLE THRESHOLO. HELD • POUN FROM THE TRUSS TO N U o �•s� outside temperature Is as set forth In Section ,310.11 U.B.C. FROM THE INSIDE WITH A NIGHT � .150TTOM CHORD WITH AN AIDIOit- LIGHT, DEAD BOLT, Oil SECURITY OVEQ FASTENER TO INSURE T S � � � � A. Fuel burning equipment located within the building i5• INTEF "iEVIATE RAILS TO ISE I F�,18 a a CHAIN • envelope (constructed under the W.S•E.C.) *hall obtain M 1TEt7 AT A HEIGHT OF NO MORE TWA1J 4' APART'. BOTTOM CNOI� WILL BEAR 4a MAXIMUM ABOVE F IN I SNE D ON NONI SE AiQIW3 WALL combustion air From outdoors, meeting the p rovisions of .. FLOOR r ' sect 101 UYI.C. !6. STAIR HANDRAILS AND NAND GRIPS + 0. M _* - i t ROOF To � ANCHOI�a T NOTE C.!IUILL7ING ENv S. ALL WOOD IN CONTACT U11TN AIRE 1 O HAVE 1114' TO 2' CROSS SIST NET WIND UPLIFT LOA DS ELOf�E T elements of a building which _� CONCRETE OR MASQNR SHOULD 62 C.1 IONALS AND iRETURN TO WALL. d s: D r, S enclose conditi spaces through which therma energy may • BE F RESSURE TREATED WOOD ( CONTINUOUS) � � USE EQUIvA IMPSON N ANCHOR OR " . s be transferred to or from the exterior. : � � � L ANT, • AND BRANDED BY AN APPROVED `" • AGENCY. 11. 5 /SI ` m "x' G�J5. UNDER ALL 4 �' II. TRUSSES �:• N ALT. . , S. Fuel burn ln S 1 equi ent located outside the bulldin sl..l. NOT I°�E FIELD ' - Stall' WELLS AND DOUBLE LAYER EKED WIT H"OUT } envelope 1 meet the provisions or Chapter 3 LI .C. 4. L IviNG ` ; I PRIOR BUILDING B FtCX�`1 CEI LING L. iNG I g 2 4 •. IF STR IN GER 1`ICsE R SPACING 1 S hk�RE O EPART M E N T APPROV OF ENG • A C. Ductwork, loca and so urce of combus a ir , comb ti - ABOVE HALLWAY WHICH LEADS - THAN 16'o�c � � iNEERiNG CALCULATIONS. x . rotor _ TO SLEEPING ROOMS, A WOKE ` � � • ' . 3 • •� - ��. . To Chapter 6 U1r1.C. ,• DETECTOR ULL BE INSTALLED ( 18. LUATER NEATER $14ALL 8E - . .. _ � tZ. TRUSSEb SHALL HAVE DETAILS AT THE HiG14EST POINT. L .. SEISMICALLY STRRAPPED AT A AND DRAWINGS ON SITE FOR FIELD ,411 warm-a Furnace *hall be listed and labeled by an approved a and � IN Ag ency POI NT WITH THE R 1 /3RD AND tN8►f'ECTbN � Installed to listed specifications, Chapter 3 UJI.C. THE L.t�UlEiQ I /3RD OF ITS VERTICAL. �. - S. RECESSED LIGHTING FIXTURES . DIMEIN BE NOT' I,.ESB THAN 4 INCHES ABQvE PROVIDE SCREENED BLOCKING SION. THE LCXMR STRAP SHALL. 13• i - • ' I : � - . Appliances intended for Installation In closets, alcoves or confined spaces shall SHOULO' BE I.C. RATED AND THE CONT ROLS. OVER SUPPORTS• t , bee so listed. Section 304.2 UM.C. - ENCLOSUt�E LINED WITH A 1/?' G.W.B. TAPE ANC. FINISH. 19, U11NDOiU t�1�0►NIUF�ACTURER Ta PRO- v ,• I4. SHAVED ,AREAS • FR,AME OvER 'N � { o warm - e Ir furnace she be installed to a room Used of designed t© be used VIDE PORT HOLES IN EACH UIITN 2xh i^2AFTERS * 24'o•e■ U14.0. J r .as a bedroom, bathroom, closet or In any enclosed space with access only - WINDOW IN EACH HABITABLE ROOM. r. through such room or space, except direct vent furnaces, enclosed furnaces and - ,b, ALL DUCTS, PLENUMS, AND ENCL.- ENCL.- electric • . •� � - ' � - -• - tr . r F•�ea furnaces. Section 304.5 U.M.C. 061JRE T14ROLJG�H OR ALONG UN - 20• WATER HEATER F'RES$Ui?E RELIEF No warm furnace she I I be Installed in a closet or a Icove less then 11 ' wid VALVE TO DRN 15Y GRAVITY FO UNDATIO N .` AI ` er HEATED SPACES (iNCLUDING THOM _ FROM GARAGE INSTALLATIONS),. 'TO•EXTERIOR. (UPC 608 .5) them the furnace or furnaces Installed with a minimum clear working space less a • than 3' along the etdes, beck and top or the furnace. Section 304. U.M.C. - SHOULD BE THERMALLY iNst.11.�1►TED ' w r I.6ALVANIZED M EXCEFPT THOSE INSTALLED BETWEEN ETAL. EL,ASHING Liquor led petroleum, lgas burning aptallancps shall not be Installed in a pit, UJAL_ N S TO BE INSTALLED BETWEEN LS OR 1 A PACE NOT EXPOSED basement or similar location u+io eheavier- than -air • g as might collect. GONGRETE SLAB, � WOOD g . ` TO OUTSIDE AIR. . ' � Appliances so fueled shall not be Installed In an above - grade under floor � _. t , t .. - � . • � � - MATERIAL AT EXTERIOR . space or basement unless such location is provided d with do approve - � - , . , ; �. - , .. 1 S AND L AND ING S TO means for remov or unburn as. Section 304,5 1'1 ( Roo g U M.C. ( must '1 DRYER MOISTURE EXPAUST DUCT - --- - RIM JOIST. be granted by the Bulldlng Officia r .. $WALL NOT .EXCEED A TOTAL. OF I- ATTIC VENTILATION AS PER - Z• C � Nesalting and cooling equipm locat i n a garages and which enerates e � COMBINED 1-IORIZONTAL. AND vERT- 5053 UZZ. SEE VENTAL.ATiONS ONC PROJECT PI T AT LEAST 6 ABOVE p ER PADS SHOULD low, spark or flame era p 1 nitln flammable va pors she li t1CAL EFFECTIVE LENGTH OF 14' -0 CALCULATION S PROti/1DED. G hQ I e _ --, y UNLESS PRESSURE w ith p and burners or heea elements and switches at le 18' Above I - TRE,4TED MATERIALS ARE USE 2. VE C''ENINGS SHALL D, the floor level. Section 303.1.3 U•M.C_ � ; . • t EDE r ; S. MASONRY FIREPLACES. SHOULD COVEfMO !!WITH D�SiON ?Fire dampers need not be installed In air ducts passing through the wall, f Poor, BE PROVI015=0 WITH A - TIG NTLi' r RESISTANT WIRE MESH tuITN �w • or col in eeperating a reeldence (Group K Division 3 occupan From a garage FITT FLUE DAMPER AND A t'�PENINGS OF i/4 3Gt• INCH p t S (Grou U, Divi sion i o ccu g ING pency)provtdeci such ducts within the '� are � a are con - RE�►t�ll'i' ACCESSIBLE 1" IANUAL . • p iME�*IS ION. C11 �••• structed of steel having a thtcknese not less than OOIS inch (No, 216 G ivalnized CONTROL. AN OUTSIDE SOURCE e • sheet gauge) and have no openings Into the garage, Section 302.4 U.B.C. � �� OF COMBUSTION AIR SHOULD HE ` , 3. ROOF VALLEY TO HAV ' 1. ALL. EXPOSED INSl LATION MATER - ?8 AILS INCLUD PROVIDED WITH A DUCT OF 4 50. GAUGE GAL_vANlZEt,� FLASI - s. t 4 D NG F ACiNG SUCW AS • ills, Warm -air furnace Installations In attics or crawl spaces shall comply with Section INCHES MIN - VAPOiR 15ARRIE if"1LiM AREA AND F?Ea►- t RS OR UJE,AT.4•aEl'' D � PAP = R 6NOU sing 319 and 320 UM.C. . � ' OILY c�PERAI9LE DAt'1F'ER A$ PER mot. � WOOD SWINGLE OR SNAKE TO Lt7 HAVE FL.L�1"iE SPREACy Every appl iance (dryer, r ange etc.) dasi ned to be vented eha I I be connected to 65C t ION 402 OF THE WA: Hma roN � ., � F /9MOr<E DIEVELCaFMO RATING SHOWN � a verntin s stem c i in with Cho ter � UM C:. '' STATE VENTILATION CODE. F. i>�3T,4L_LEL:? °ER 1991 UBC c:HAPTEh. .• ON 1�i450 OR LESS. g y ° ' y 9 p - B...0 I I5• a TABL 15 - 13 - 2. • . , 3, Every* factory built chimney, Type L vent Type B gas vent or 7 pe F3U1 as vent .., ; ■ she II be installed in e c y S. ASS -; I•ALT 3N!WLE (comr) TO ESE cis G ordance with the terms of its listing, manuracture s inet 9. WATER HEATERS LOCATED IN THE li•',tz!•ALLED PER 199'1 U l-i � > ructions and the applicable provisions of Chapter 8 U".C. �sA�iE OF UNHE�ATE[� FLOOR ARE 15 4 T A BL E B _ _I• BC C ` APTER i M � B '• 4 S "' m) Vent connections shall be Installed within the sp ace or area in which the a hence TO BE INSTALLED ON iNCOMF'RE p pp 68113LE INSULATION. = 6. 2 ATTIC ACCESS TO Ve VED R Is located and *het ll be eonneseteed to a chimney or vent vent In such a manner as to FO • R th maintain the ciclearance clearance to combustibles per Section 815, and Table 3 -C, U.M.C. D CO PROVIDED FOR EACH SEPARATE - ; CO�� r 10. NOT AN WATER HEATE ATTIC AREA 1 XITP NO LESS TMAN CODE ,r- "g DUCTWORK R 30' FOR HEAD. ATTIC ACCESS R PIPES IN THE GAA 15 SWOUI_p BE � P!tm A. Duct eystesms shell be or metal as set f o rth in Tables Nos. IN;SUL�4TED WITH �'11N11'•1t,~1 R -3 i1�I5UL. 6 - OF`�• TO WAVE R -3 iNSULATiG MINiMt, I. AF f 6 -B I � 6 - or lector m ►� � e s C y - ade a ir ducts complying with WITH A FLAME SPREAD OF 25 OR AND WEATHER STRIPPED. C Chapter 6 UJ"i.C. HA. PWARE TO PROVIDE TIGHT LESS _- i 2 3 2004 Q NOV B. Joints and sealms shall be substantially airtight, Section 601,6 CL Table No. 6 -A (rectangular ducts and Table Nob-15 (rlat, Oval w , L and round ducts), U.M.C. - 11. THE SHOWER SURROUNDS ARE TO `i. TRUSSES TO BE DESIGNED AND , L. C. Installation of ducts she II comply with Section 603 UM.C. 13E A SMOOTH, HARD AND NON $TAMPED M Y Q A WASHMTON UT A13SORE3ENT SURFACE NOT LESS R. STATE STRUCTURAL ENGINEE - 3UI D. Duct Insulation shall be Installed to accordance with tHAN 10' ABOVE THE GRAIN I - N � A RE TO BE SUBM- '• I{V�3 Section 604 UM.C, LE T CA'- CULATIONS A �1 1 TTED FOR CODE COMPLIANCE ` f•R10R TO FABRICATION OR PER- L, B . ....... 12. GYPSUM WALL 15ACKING NIT ISSUANCE. USED FOR TUB OF SHOWER ENCL - C ? OSURES SHOULD BE OF A WATER 4 FT. 4 T. 4X. RE816 i ANT i`1ATERiAL. DO NOT INSTALL OVER VAI*OR BARRIER � N Q T EE • FT, IIjj��CLUDIt�, I FT, 014 MALLS OR ON THE CEILING. � . V.: C�vE RHAh(�) - i ALL INFORMATION PROV MORMINFE ROOF FASTENING ZONES •CONTRACTOR NOTE: All 01menslons Sha i ` , Pee Checked And Vermed Prior To Constructlon. To (Reorder Piano K811*42 -3615 vN i ►-i15 SHEET IS PER THE STATE OF UTASNINGTON 199 U.B.C. VERIFY LOCAL COVES IF CONSTRUCMON IS IN OTHER 7NAN UJA. STATE, CCPrRIGNtp 2UOi CpWANE DESIGN, Inc. DRAWN: SHEET 5 -3 of PLAN NUMBER: ` . _ - .. .' s . ..�.. r. .I . • - e:. . , A 3 .� r Y.,•b.rr• - •M"`'• : fl1t� "k w, . ��• ,� . 4 .. + + W ,,, ..... . .. .. - _ .. _ .. _ .. , .,. r -r - - •"' ..- .r..- �._........._ -. .._ _.-... .... ... .w« ...il:►. 7 . r ... ,. .•C ..: - -.. . -•�..� ... • }• . I t . • �{. ;..�.'.'r,JC• t..♦ oft W n/� •^'�•►•Ar Faetenin SG'• oule _smear) W IND RE GION NAILS PANEL L O CA T ION X 25 .4 FOR mm G r ea ter than 90 mph (145 8d common Panel ed 3 ,6 6 4 km /h) Panel f cold - b 6 b _ Grea ter then 80 mph (129 !Sd common Panel ed es ° �, r6 4 k m/h) to S (14 km/h) Panel meld 12 �b 6 W mph ( 12 4 J km M) a less common Panel ed es Panel Field 12 1 2 _12 Appli o in y t o gear roof heights up to 35 fee (10 100 mm). For _ mean roor heights over 35 root ( IO 100 mein), the ne l 1 Ong shall be des tgnesd. 2 The roor fas teln ing t ones are shown to the right. 3 0dge spacing also appl over root' fr aming at gable -end walls. 's Use Od ri - -shank nails in this ion if mean roor height -1han Is greater 25 Feet ('1600 mm). e . U O N GENERAL.. t 4- SOLID FUEL BURNING APPL IANCES - ' � P r Solid fuel burning appliances include airtight stoves, tiro places stoves, room I . PILOTS, lsUIINER, HEATING ELEMENTS 13. AIR DUCT$ PAOSINd TNROLIG� -I �• APPROVED WANDERS TO 5E � o" s heealters/rireplelces stoves, raetory - bullt fireplaces, a nd fireplace inserts. 4 WITCHES OF THE FURNACE AND W.W. G WALLS , FL COR OR USED AT ALL COWECTiONS OF MU SHOUL BE A MINIM OF IS' AHOvE CE ILINC3 ARL TO BE NO. 26 PWTEF" JA. C OR HIP TRUSSES Unless ot herwis e aclopted b kin County, all solid fuel burning appliances TWO GAIRAGIE FLOOR, THEME SHOULD GALVANIZED STEEL UMT14 NO TO THE MAIN GIRDER RU 8. T S `' '' *hall compl w 1 th 1991 U.B.0 . 199 VUYI.C. iDt°ENINGg INTO 1 NE G�4iRAGE. ACTUIlER TO PRO- , ALSO ISE PROTECT AGAINST A a . ED ANY TRUSS M� HEATING VEHICULAR COLLISION. r 'VIDE TYI"E. $ �. �• 0 3 , 44. LAND Ihlt e8 OUTS( D E To IS�E NO E - `- � y � � � ' `' o ach dwollln unit sha be provided with heating Facilities capable of MORE THAN I BELOLU Tk1E , S. NONDEARING WALLS SHOULD BE � d me Into Inln g 1*F ate p a b v Dint 3 e the floor in ail habitable rooms when the . 2. EXIT COORS SHALL, BE OPERABLE THRESHOLO. HELD • POUN FROM THE TRUSS TO N U o �•s� outside temperature Is as set forth In Section ,310.11 U.B.C. FROM THE INSIDE WITH A NIGHT � .150TTOM CHORD WITH AN AIDIOit- LIGHT, DEAD BOLT, Oil SECURITY OVEQ FASTENER TO INSURE T S � � � � A. Fuel burning equipment located within the building i5• INTEF "iEVIATE RAILS TO ISE I F�,18 a a CHAIN • envelope (constructed under the W.S•E.C.) *hall obtain M 1TEt7 AT A HEIGHT OF NO MORE TWA1J 4' APART'. BOTTOM CNOI� WILL BEAR 4a MAXIMUM ABOVE F IN I SNE D ON NONI SE AiQIW3 WALL combustion air From outdoors, meeting the p rovisions of .. FLOOR r ' sect 101 UYI.C. !6. STAIR HANDRAILS AND NAND GRIPS + 0. M _* - i t ROOF To � ANCHOI�a T NOTE C.!IUILL7ING ENv S. ALL WOOD IN CONTACT U11TN AIRE 1 O HAVE 1114' TO 2' CROSS SIST NET WIND UPLIFT LOA DS ELOf�E T elements of a building which _� CONCRETE OR MASQNR SHOULD 62 C.1 IONALS AND iRETURN TO WALL. d s: D r, S enclose conditi spaces through which therma energy may • BE F RESSURE TREATED WOOD ( CONTINUOUS) � � USE EQUIvA IMPSON N ANCHOR OR " . s be transferred to or from the exterior. : � � � L ANT, • AND BRANDED BY AN APPROVED `" • AGENCY. 11. 5 /SI ` m "x' G�J5. UNDER ALL 4 �' II. TRUSSES �:• N ALT. . , S. Fuel burn ln S 1 equi ent located outside the bulldin sl..l. NOT I°�E FIELD ' - Stall' WELLS AND DOUBLE LAYER EKED WIT H"OUT } envelope 1 meet the provisions or Chapter 3 LI .C. 4. L IviNG ` ; I PRIOR BUILDING B FtCX�`1 CEI LING L. iNG I g 2 4 •. IF STR IN GER 1`ICsE R SPACING 1 S hk�RE O EPART M E N T APPROV OF ENG • A C. Ductwork, loca and so urce of combus a ir , comb ti - ABOVE HALLWAY WHICH LEADS - THAN 16'o�c � � iNEERiNG CALCULATIONS. x . rotor _ TO SLEEPING ROOMS, A WOKE ` � � • ' . 3 • •� - ��. . To Chapter 6 U1r1.C. ,• DETECTOR ULL BE INSTALLED ( 18. LUATER NEATER $14ALL 8E - . .. _ � tZ. TRUSSEb SHALL HAVE DETAILS AT THE HiG14EST POINT. L .. SEISMICALLY STRRAPPED AT A AND DRAWINGS ON SITE FOR FIELD ,411 warm-a Furnace *hall be listed and labeled by an approved a and � IN Ag ency POI NT WITH THE R 1 /3RD AND tN8►f'ECTbN � Installed to listed specifications, Chapter 3 UJI.C. THE L.t�UlEiQ I /3RD OF ITS VERTICAL. �. - S. RECESSED LIGHTING FIXTURES . DIMEIN BE NOT' I,.ESB THAN 4 INCHES ABQvE PROVIDE SCREENED BLOCKING SION. THE LCXMR STRAP SHALL. 13• i - • ' I : � - . Appliances intended for Installation In closets, alcoves or confined spaces shall SHOULO' BE I.C. RATED AND THE CONT ROLS. OVER SUPPORTS• t , bee so listed. Section 304.2 UM.C. - ENCLOSUt�E LINED WITH A 1/?' G.W.B. TAPE ANC. FINISH. 19, U11NDOiU t�1�0►NIUF�ACTURER Ta PRO- v ,• I4. SHAVED ,AREAS • FR,AME OvER 'N � { o warm - e Ir furnace she be installed to a room Used of designed t© be used VIDE PORT HOLES IN EACH UIITN 2xh i^2AFTERS * 24'o•e■ U14.0. J r .as a bedroom, bathroom, closet or In any enclosed space with access only - WINDOW IN EACH HABITABLE ROOM. r. through such room or space, except direct vent furnaces, enclosed furnaces and - ,b, ALL DUCTS, PLENUMS, AND ENCL.- ENCL.- electric • . •� � - ' � - -• - tr . r F•�ea furnaces. Section 304.5 U.M.C. 061JRE T14ROLJG�H OR ALONG UN - 20• WATER HEATER F'RES$Ui?E RELIEF No warm furnace she I I be Installed in a closet or a Icove less then 11 ' wid VALVE TO DRN 15Y GRAVITY FO UNDATIO N .` AI ` er HEATED SPACES (iNCLUDING THOM _ FROM GARAGE INSTALLATIONS),. 'TO•EXTERIOR. (UPC 608 .5) them the furnace or furnaces Installed with a minimum clear working space less a • than 3' along the etdes, beck and top or the furnace. Section 304. U.M.C. - SHOULD BE THERMALLY iNst.11.�1►TED ' w r I.6ALVANIZED M EXCEFPT THOSE INSTALLED BETWEEN ETAL. EL,ASHING Liquor led petroleum, lgas burning aptallancps shall not be Installed in a pit, UJAL_ N S TO BE INSTALLED BETWEEN LS OR 1 A PACE NOT EXPOSED basement or similar location u+io eheavier- than -air • g as might collect. GONGRETE SLAB, � WOOD g . ` TO OUTSIDE AIR. . ' � Appliances so fueled shall not be Installed In an above - grade under floor � _. t , t .. - � . • � � - MATERIAL AT EXTERIOR . space or basement unless such location is provided d with do approve - � - , . , ; �. - , .. 1 S AND L AND ING S TO means for remov or unburn as. Section 304,5 1'1 ( Roo g U M.C. ( must '1 DRYER MOISTURE EXPAUST DUCT - --- - RIM JOIST. be granted by the Bulldlng Officia r .. $WALL NOT .EXCEED A TOTAL. OF I- ATTIC VENTILATION AS PER - Z• C � Nesalting and cooling equipm locat i n a garages and which enerates e � COMBINED 1-IORIZONTAL. AND vERT- 5053 UZZ. SEE VENTAL.ATiONS ONC PROJECT PI T AT LEAST 6 ABOVE p ER PADS SHOULD low, spark or flame era p 1 nitln flammable va pors she li t1CAL EFFECTIVE LENGTH OF 14' -0 CALCULATION S PROti/1DED. G hQ I e _ --, y UNLESS PRESSURE w ith p and burners or heea elements and switches at le 18' Above I - TRE,4TED MATERIALS ARE USE 2. VE C''ENINGS SHALL D, the floor level. Section 303.1.3 U•M.C_ � ; . • t EDE r ; S. MASONRY FIREPLACES. SHOULD COVEfMO !!WITH D�SiON ?Fire dampers need not be installed In air ducts passing through the wall, f Poor, BE PROVI015=0 WITH A - TIG NTLi' r RESISTANT WIRE MESH tuITN �w • or col in eeperating a reeldence (Group K Division 3 occupan From a garage FITT FLUE DAMPER AND A t'�PENINGS OF i/4 3Gt• INCH p t S (Grou U, Divi sion i o ccu g ING pency)provtdeci such ducts within the '� are � a are con - RE�►t�ll'i' ACCESSIBLE 1" IANUAL . • p iME�*IS ION. C11 �••• structed of steel having a thtcknese not less than OOIS inch (No, 216 G ivalnized CONTROL. AN OUTSIDE SOURCE e • sheet gauge) and have no openings Into the garage, Section 302.4 U.B.C. � �� OF COMBUSTION AIR SHOULD HE ` , 3. ROOF VALLEY TO HAV ' 1. ALL. EXPOSED INSl LATION MATER - ?8 AILS INCLUD PROVIDED WITH A DUCT OF 4 50. GAUGE GAL_vANlZEt,� FLASI - s. t 4 D NG F ACiNG SUCW AS • ills, Warm -air furnace Installations In attics or crawl spaces shall comply with Section INCHES MIN - VAPOiR 15ARRIE if"1LiM AREA AND F?Ea►- t RS OR UJE,AT.4•aEl'' D � PAP = R 6NOU sing 319 and 320 UM.C. . � ' OILY c�PERAI9LE DAt'1F'ER A$ PER mot. � WOOD SWINGLE OR SNAKE TO Lt7 HAVE FL.L�1"iE SPREACy Every appl iance (dryer, r ange etc.) dasi ned to be vented eha I I be connected to 65C t ION 402 OF THE WA: Hma roN � ., � F /9MOr<E DIEVELCaFMO RATING SHOWN � a verntin s stem c i in with Cho ter � UM C:. '' STATE VENTILATION CODE. F. i>�3T,4L_LEL:? °ER 1991 UBC c:HAPTEh. .• ON 1�i450 OR LESS. g y ° ' y 9 p - B...0 I I5• a TABL 15 - 13 - 2. • . , 3, Every* factory built chimney, Type L vent Type B gas vent or 7 pe F3U1 as vent .., ; ■ she II be installed in e c y S. ASS -; I•ALT 3N!WLE (comr) TO ESE cis G ordance with the terms of its listing, manuracture s inet 9. WATER HEATERS LOCATED IN THE li•',tz!•ALLED PER 199'1 U l-i � > ructions and the applicable provisions of Chapter 8 U".C. �sA�iE OF UNHE�ATE[� FLOOR ARE 15 4 T A BL E B _ _I• BC C ` APTER i M � B '• 4 S "' m) Vent connections shall be Installed within the sp ace or area in which the a hence TO BE INSTALLED ON iNCOMF'RE p pp 68113LE INSULATION. = 6. 2 ATTIC ACCESS TO Ve VED R Is located and *het ll be eonneseteed to a chimney or vent vent In such a manner as to FO • R th maintain the ciclearance clearance to combustibles per Section 815, and Table 3 -C, U.M.C. D CO PROVIDED FOR EACH SEPARATE - ; CO�� r 10. NOT AN WATER HEATE ATTIC AREA 1 XITP NO LESS TMAN CODE ,r- "g DUCTWORK R 30' FOR HEAD. ATTIC ACCESS R PIPES IN THE GAA 15 SWOUI_p BE � P!tm A. Duct eystesms shell be or metal as set f o rth in Tables Nos. IN;SUL�4TED WITH �'11N11'•1t,~1 R -3 i1�I5UL. 6 - OF`�• TO WAVE R -3 iNSULATiG MINiMt, I. AF f 6 -B I � 6 - or lector m ►� � e s C y - ade a ir ducts complying with WITH A FLAME SPREAD OF 25 OR AND WEATHER STRIPPED. C Chapter 6 UJ"i.C. HA. PWARE TO PROVIDE TIGHT LESS _- i 2 3 2004 Q NOV B. Joints and sealms shall be substantially airtight, Section 601,6 CL Table No. 6 -A (rectangular ducts and Table Nob-15 (rlat, Oval w , L and round ducts), U.M.C. - 11. THE SHOWER SURROUNDS ARE TO `i. TRUSSES TO BE DESIGNED AND , L. C. Installation of ducts she II comply with Section 603 UM.C. 13E A SMOOTH, HARD AND NON $TAMPED M Y Q A WASHMTON UT A13SORE3ENT SURFACE NOT LESS R. STATE STRUCTURAL ENGINEE - 3UI D. Duct Insulation shall be Installed to accordance with tHAN 10' ABOVE THE GRAIN I - N � A RE TO BE SUBM- '• I{V�3 Section 604 UM.C, LE T CA'- CULATIONS A �1 1 TTED FOR CODE COMPLIANCE ` f•R10R TO FABRICATION OR PER- L, B . ....... 12. GYPSUM WALL 15ACKING NIT ISSUANCE. USED FOR TUB OF SHOWER ENCL - C ? OSURES SHOULD BE OF A WATER 4 FT. 4 T. 4X. RE816 i ANT i`1ATERiAL. DO NOT INSTALL OVER VAI*OR BARRIER � N Q T EE • FT, IIjj��CLUDIt�, I FT, 014 MALLS OR ON THE CEILING. � . V.: C�vE RHAh(�) - i ALL INFORMATION PROV MORMINFE ROOF FASTENING ZONES •CONTRACTOR NOTE: All 01menslons Sha i ` , Pee Checked And Vermed Prior To Constructlon. To (Reorder Piano K811*42 -3615 vN i ►-i15 SHEET IS PER THE STATE OF UTASNINGTON 199 U.B.C. VERIFY LOCAL COVES IF CONSTRUCMON IS IN OTHER 7NAN UJA. STATE, CCPrRIGNtp 2UOi CpWANE DESIGN, Inc. DRAWN: SHEET 5 -3 of PLAN NUMBER: ` . _ - .. .' s . ..�.. r. .I . • - e:. . , A 3 .� r Y.,•b.rr• - •M"`'• : fl1t� "k w, . ��• ,� . 4 .. + + W ,,, ..... . .. .. - _ .. _ .. _ .. , .,. r -r - - •"' ..- .r..- �._........._ -. .._ _.-... .... ... .w« ...il:►. 7 . r ... ,. .•C ..: - -.. . -•�..� ... • }• . I t . • �{. ;..�.'.'r,JC• t..♦ oft W n/� •^'�•►•Ar , * i r' '9% i f ..RAJ..-- 4 •.Fw•f•4- 16$J15W.1d rlrwA 4.. 1 2'X2'Xl' GONG. PAD - FLUSH WITH NEW CONC. �--� "SLAB ON GRAD Q CQP�C. P • 1/ j r • , r .w 4X4 PT. T T " 4 CIO` T.13EA1"1 - ___..� l bI1" IF'SUN LU.W6 ( 2) I&P C%ALV. 1 y 44 P.T. POST EA. JOIST 12 -OL. 6 /4X4 FT. DECKI * ! k r 1 . F ! FT-JOI For joist span up to 10 2X8 * 16 O .C. . •� - �.�.: - Y .ft. a • :. s (1) Ea. 112 10 LAG SCREW 4" minimum in length - . , Ca. 24" O. C. 2x8" PT. LEDGER EXISTING EXTERIOR WALL /OZ MAC it M �X 3 VT / oT AN AN .' T ,41 � iH E E T D I • IRC 311.5.4 Landings for stairways. � rR A 1A A)% OT-St There shall be a landing at the tip and bottom of each stairway.... ' The width of each landing shall not be less than the stairway served. Every landing shall have a minimum dimension of 36 inches measured in the direction of travel. RECEIVED CITY OF TUKWILA AM 18 zoos PERMIT CENTER i 1 i t i s • 7 02 rZ + To, YK9^ :li`it A4 w w60#1060..» y pw oo -•0,! ,�o �' #Iza /M1� '4• .VuHr. ; <•, _ , a . , .... !.... _a r • : yr amwN+wMm *Oak - 100mowk wwwwwarlit. + ,w► wars. r -..,- t a : w c.� �; �.�►* �e� SANITARY MANHOLE RIM: 23.04 IE 16.17 CB1 TBM: EAST FLANGE BOLT GRATE: 23.14 OF FIFE HYDRANT IE: 20.79 ELEVATION: 25.67 30' RO�IV PER / PENHALLEGON AS —BUILT FOR CITY OF TUKWILA DATED 1/14/03 I EXI TING 6" PVC SIDE SEW R STUB —OUT S -2.00% BASIS OF BEARINGS: PLAT OF BENNETT'S INTERURBAN TRACTS ELEV. DATUM: ASSUMED CONVERT ELEVATION TO NAVD 1988 BY SUBTRACTING 3.30 FEET SITE ADDRESS: 3805 S. 116TH STREET PRIVATE ACCESS ROAD HAS A NEW IMPERVIOUS AREA OF 2738 SQ.FT. TAX PARCEL NUMBERS A — 073300 -125 B — 073300 -130 C — 073300 -131 UTILITY LINE I 8 "W EXISTING S EXISTING OH EXISTING ------ - - =_ -- EXISTING G EXISTING ,EGEND WATER MAIN SEWER MAIN OVERHEAD UTILITIES STORM DRAIN GAS MAIN . ' {.•.: .,. n'� " ^,,. .r , r , « , n y..;. OJ`CJ;M!;V.'n..'�k.Z'k,'i.tR t ''4'`�•' • � •�'�• J ^� DOAK HOMES, INC. NWI/4 SECTION 10, T23N IR4E, W.M. GBS GRA'E: 21.7 IE: 20.38 C84 I GRATE: ; 21.83 ___- TBM: EAST FLANGE BOLT FIRE HYDRANT ELEVATION: 23.16 t ow 46 49 08 do, •» • ti iENN T t! UR It PARCEL A PARCEL B PARCEL C AREA 9368 SQ. FT• 7913 SO. FT. 6799 SQ. FT• ROOF & DECK AREA 2094 SO. FT. 2094 SQ.FT. 2094 SQ.FT. DRIVE & WALK AREA 504 SQ.FT. 504 SQ.FT. 573 SQ.FT. TOTAL IMPERVIOUS AREA 2598 SQ.FT. 2598 SQ.FT. 2667 SQ.FT. TAX LOT NO. 073300 -125 073300 -130 073300 -131 . ' {.•.: .,. n'� " ^,,. .r , r , « , n y..;. OJ`CJ;M!;V.'n..'�k.Z'k,'i.tR t ''4'`�•' • � •�'�• J ^� DOAK HOMES, INC. NWI/4 SECTION 10, T23N IR4E, W.M. GBS GRA'E: 21.7 IE: 20.38 C84 I GRATE: ; 21.83 ___- TBM: EAST FLANGE BOLT FIRE HYDRANT ELEVATION: 23.16 t ow 46 49 08 do, •» • ti iENN T t! UR It d SANITARY MANHOLE � � ` • � � -• � ; y � IVER log , W N TRIM: 22.48 h .: r. _ OI H H ";- r». . . . . . . EXISTING CONCRETE. WALKWAY ` �"� .CTS on Tr Tai 8 W 11r C7 11Y s r • .:. t • • 2 3:8 WIDE A SPHALT• ROAD . •. . •. . • . t L :...VICINITY •� MAP • � • - G G N9 " E _ G X Nor To sC� N 4 20.00' 40. oo' 40. oo' , 40.00' v r ti a 00 o a . ep 1 . Y -• w C85 4 ± _ W Q co to GRATE: 22.16 .� E: 18.76 O 3 N to i N Z ^N Y W CD It Noe ,,,, Q N r O 00 D • ,,. Pn r�ev i errs and *w approval is sub/ed b� = m 1 l of con 22' PRIVATE ROAD EASEMENT FOR INGRESS, EGRESS, UTILITIES AND DRAINAGE T ;'` ON violation of "1' ad code, a does not auk -FOR THE BENEFIT OF PARCELS A, B AND C 'f of *Proved Field Copy an d %%0 " RECORDING NO. 20040503000886 n „ ; O 1 ` .• 1 I IZ .r O 'r ! ,t ►CQ V O ar vaft • } . ... SPIITLDDIIG n , 29 I 30 31 32 r z z z ,C) -06 Ln •1 r r . 4 •, I , j I n I R EVIEWED � FOR , i CE � -� AT LEAST ONE CORNER OF THE FUTURE RESIDENCE ON PARCEL C APR 2 7 2005 0 0 0 • L , MUST BE WITHIN 150 FEET OF SOUTH 116TH STREET, EM4 0 a O UNLESS OTHERWISE APPROVED BY THE CITY OF TUKWILA., ,�+....,ti► Q Q Q BUILDz N OD N .� I(° 5.111 Ob ChWVW *01 be mob to *a scope I . er wor# wl! m1A pry approval no o s• SET PK NAIL & FLASHER #22594 IN ASPHALT s .� oti CB37 \� SOUD LID: 19.24 XX ` CB36 GRATE: 19.06 IE: 16.66 L i I I LEGAL DESCRIPTION: I PARCELS A, B, AND C OF THE CITY OF TUKWILLA BOUNDARY LINE ADJUSTMENT NO. L03 -039 ACCORDING TO THE BOUNDARY LINE ADJUSTMENT RECORDED I UNDER RECORDING NUMBER 20040526900006, RECORDS OF KING COUNTY, WASHINGTON. 2 0.0 0 40 40 40 _L _ 40. 00' N89 "E(DEED) 270.36" (PLAT)(CALC) N89 4 "E 289.07' t it TukwNm m ( I ' \ ( JrORE: Revisions w11 nq � a�� � C17'Y RECE and mar hdude adauaW p.+ mwew xee& APR 18 2005 � I � PERMIT CEfVTEq s - S s s s s � ' POINT "B" �--� ^j ~— _ --- ---- ---- --- - -= BUILDING SETBACK LEGEND ••. .. ••• (MINIMUM SETBACKS TO PROPERTY LINES) •• F FRONT YARD SETBACK = 20' MIN o CB38 SECOND FRONT YARD = 10' MIN. GRATE: 20.12 �` �• �15�� ' IE: 16.45 r. SEWAGE PUMP STATION g SIDE YARD SETBACK 5' MIN. VAL —U —VIEW SEWER DISTRICT R REAR YARD SETBACK = 10' MIN. — — BUILDING SETBACK LINE U �z ce Z � 0 � C7 a as z 0.40 0 cQ zy CQ Z Z PROJECT NUMO R 03003 SHEET 1 of 1 i _ . ... • - .. . -. .. - w . . ,. .- .�• - . - .. ..,. ... �..•..+r.+.••r.wr► - «.. _r +rn•......+.4•....J...,..ii •:1L..�..,w.r.1. .L . " :.•I. "`�I••4 ��� •f. I+•, r•.. .•9•� ..... ♦.yw -t .. . • ... .�.,I wo . W c V •..1 N r r 4 or 4 0 M r • d SANITARY MANHOLE � � ` • � � -• � ; y � IVER log , W N TRIM: 22.48 h .: r. _ OI H H ";- r». . . . . . . EXISTING CONCRETE. WALKWAY ` �"� .CTS on Tr Tai 8 W 11r C7 11Y s r • .:. t • • 2 3:8 WIDE A SPHALT• ROAD . •. . •. . • . t L :...VICINITY •� MAP • � • - G G N9 " E _ G X Nor To sC� N 4 20.00' 40. oo' 40. oo' , 40.00' v r ti a 00 o a . ep 1 . Y -• w C85 4 ± _ W Q co to GRATE: 22.16 .� E: 18.76 O 3 N to i N Z ^N Y W CD It Noe ,,,, Q N r O 00 D • ,,. Pn r�ev i errs and *w approval is sub/ed b� = m 1 l of con 22' PRIVATE ROAD EASEMENT FOR INGRESS, EGRESS, UTILITIES AND DRAINAGE T ;'` ON violation of "1' ad code, a does not auk -FOR THE BENEFIT OF PARCELS A, B AND C 'f of *Proved Field Copy an d %%0 " RECORDING NO. 20040503000886 n „ ; O 1 ` .• 1 I IZ .r O 'r ! ,t ►CQ V O ar vaft • } . ... SPIITLDDIIG n , 29 I 30 31 32 r z z z ,C) -06 Ln •1 r r . 4 •, I , j I n I R EVIEWED � FOR , i CE � -� AT LEAST ONE CORNER OF THE FUTURE RESIDENCE ON PARCEL C APR 2 7 2005 0 0 0 • L , MUST BE WITHIN 150 FEET OF SOUTH 116TH STREET, EM4 0 a O UNLESS OTHERWISE APPROVED BY THE CITY OF TUKWILA., ,�+....,ti► Q Q Q BUILDz N OD N .� I(° 5.111 Ob ChWVW *01 be mob to *a scope I . er wor# wl! m1A pry approval no o s• SET PK NAIL & FLASHER #22594 IN ASPHALT s .� oti CB37 \� SOUD LID: 19.24 XX ` CB36 GRATE: 19.06 IE: 16.66 L i I I LEGAL DESCRIPTION: I PARCELS A, B, AND C OF THE CITY OF TUKWILLA BOUNDARY LINE ADJUSTMENT NO. L03 -039 ACCORDING TO THE BOUNDARY LINE ADJUSTMENT RECORDED I UNDER RECORDING NUMBER 20040526900006, RECORDS OF KING COUNTY, WASHINGTON. 2 0.0 0 40 40 40 _L _ 40. 00' N89 "E(DEED) 270.36" (PLAT)(CALC) N89 4 "E 289.07' t it TukwNm m ( I ' \ ( JrORE: Revisions w11 nq � a�� � C17'Y RECE and mar hdude adauaW p.+ mwew xee& APR 18 2005 � I � PERMIT CEfVTEq s - S s s s s � ' POINT "B" �--� ^j ~— _ --- ---- ---- --- - -= BUILDING SETBACK LEGEND ••. .. ••• (MINIMUM SETBACKS TO PROPERTY LINES) •• F FRONT YARD SETBACK = 20' MIN o CB38 SECOND FRONT YARD = 10' MIN. GRATE: 20.12 �` �• �15�� ' IE: 16.45 r. SEWAGE PUMP STATION g SIDE YARD SETBACK 5' MIN. VAL —U —VIEW SEWER DISTRICT R REAR YARD SETBACK = 10' MIN. — — BUILDING SETBACK LINE U �z ce Z � 0 � C7 a as z 0.40 0 cQ zy CQ Z Z PROJECT NUMO R 03003 SHEET 1 of 1 i _ . ... • - .. . -. .. - w . . ,. .- .�• - . - .. ..,. ... �..•..+r.+.••r.wr► - «.. _r +rn•......+.4•....J...,..ii •:1L..�..,w.r.1. .L . " :.•I. "`�I••4 ��� •f. I+•, r•.. .•9•� ..... ♦.yw -t .. . • ... .�.,I wo . W c V •..1 N r r 4 or Wr .. ..� ,ti,y- �Rw!.�. •r...,�,.. , .. �.,rM:itiOAWr•7�+ct K:r'IrcN.'r 4a�!..!ALK��► ! 1 • . NWI/4 SECTION 10, T23N, R4E, W .M. CONTACTS: Owner /Project Manager: Darryl Doak 206 - 372 -2280 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 marking of underground facilities or utilities if the responsibility of the Contractor (Ref. RCW 19.122). Prior to starting construction, the Contractor shall 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. GENERAL NOTES., 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 and Desiqn and Construction Standards avnilable 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 Tukwila Development 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 plan 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. Horizontal 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. Permittee 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 a. All work in roadways shall meet TMC 11 and the following: b. Prior to any activity in City right -of -way, the Permittee shall provide the City a traffic control plan for review and approval. The traffic control plan shall include the location, address and description of traffic flow during the work and shall meet MUTCD requirements. c. All work requiring lane closures mast 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. PARCELS A, B, AND C OF THE CITY OF TUKWILLA BOUNDARY LINE ADJUSTMENT NO. L03 -039 ACCORDING TO THE BOUNDARY LINE ADJUSTMENT RECORDED UNDER RECORDING NUMBER 20040526900006, RECORDS OF KING COUNTY, WASHINGTON. 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 oil 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 during 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 10 facilities are located. 8. During 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 Directors approval, remove all 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 job site. Work shall be performed in accordance with all federal, state, and local laws. 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 buffers, 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 plan. c. Maintain all road drainage systems, storm water drainage systems, control 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. COR L TR,� OH .SHEET I NDEX SHEET 1 SPECIFICATIONS SHEET 2 EROSION & SEDIMENTATION CONTROL PLAN SHEET 3 GRADING, DRAINAGE & UTILITY PLAN SHEET 4 PRIVATE ACCESS ROAD PROFILE, DRAINAGE DETAILS SHEET 5 ROAD TRENCHING/ ASPHALT RESTORATION, TRAFFIC CONTROL PLAN, SEWER AND WATER DETAILS. N q b _a N ^ AAA w zzz Z .aaa woo E=4 into ko to h+l U V v M a WM ZW C7 a Z;:) E 04 1 14 0� - N*AZI SHEET 1 OF 5 q X ti V r• Q LL. ? O0 U r- W I CD � Q � l O � N . N W � N Y Q Cr. m � N ^ AAA w zzz Z .aaa woo E=4 into ko to h+l U V v M a WM ZW C7 a Z;:) E 04 1 14 0� - N*AZI SHEET 1 OF 5 �.. _� r � � . , - r • .. • .... �"'�'�.AIA ►.Y�.w�.r .•r�.�..1.r,.....�•. ... ... .. .fit �.�.�•. y� 1 �,/� � ' t` ✓_ _ _ • ~ __. � , • -n ,. ~ 7: ........ -.yA.. i.. ...�Y..�.w.... A .. �ak•�►.+'�iw .J � � y. �.y ,S .� * t t 1 . ,�.,AA,R� s+w.R UTILITY NOTES ' 1. All trench excavation operations shall meet or exceed all applicable shoring ? laws for trenches over 4 -feet deep. All trench safety systems shall meet WISHA requirements. x 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. • 3. Adjust all manholes, catch basins, and valves in public rights -of --way or easements after asphalt paving. ` STORM DRAINAGE NOTES ' 1. All methods and materials shall meet City of Tukwila Development Guidelines and Design and Construction Standards, and the current King County Surface ' 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 applicable. 3. Driveway culverts shall be of sufficient length to provide a minimum 3:1 h; TO s ME 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 s fe roperty with 2 x 4 painted traffic yellow and ewer" with t the depth ide sewer indicated in black poi ' ~. 2. Contractor sha 11 necessary si r connection permits from the City of Tukwila prior to l r 3. Unless otherwise approv qui of Tukwila shall do all h i connections to exis ' er main with new tee tractor shall be y ° responsible ch and pavement excavation, pipe insto a ' I and .•Y L WATER MAIN SERVICE CONSTRUCTION NOTES i c 1. The contractor shall obtain all necessary water service connection permits from the City of Tukwila prior to construction. t 2. Installation of corporate stops, water service, lines and meters shall be per r '� City of Tukwila Standard Details. Services shall be a minimum 3/4 inch. The City of Tukwila will install the meters. ! t E MOMMENDEDCONSTRUCTION SEQUENCE 1) ATTEND PRE - CONSTRUCTION MEETING. t �� FLAG R F CLEARING I N L IMITS I T A FILTER tt+e public 2) L G 0 FENCE CLE G L S ND INSTALL FABRIC OVER EXISTING U been � by w► , t h enr�es►t CATCH BASINS. • p � 0enfo� and � � ` 3) GRADE AND INSTALL CONSTRUCTION ENTRANCE TO LOT. _ City �" � of 4) INSTALL PERIMETER PROTECTION (SILT FENCES, ETC.) ea�ai'' d0 a nwu"q 5) CLEAR FOR AND INSTALL SEDIMENT TRAPS IF NECESSARY. r the at the 11 1 de&!P tats auf► Wi th the CLEAR SITE AND INSTALL BUILDING FOUNDATION. iO� the • � °� �" t0 I dam s� tit doe will void " e 7) STABILIZE DISTURBED SOILS ON SITE BY MULCHING OR EQUAL. dnwhw d revises 8) INSTALL SIDE SEWER, WATER SERVICE AND OTHER UTILITIES. od .gi Mon 9 INSTALL STORM DRAINAGE FACILITIES. i �' ti field bw �an b 10) INSTALL FILTER FABRIC OVER ALL CATCH BASIN GRATES. f Final is s' to 11) MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH TUKWILA CITY t the Public `o Ofb �. STANDARDS. haie: 2 COVER ALL AREAS THAT WILL BE UNWORK F 1 DSc 1 ) ED OR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, PLASTIC SHEETING, OR EQUIVALENT 13 ) COMPLETE FINAL GRADING AND PAVING OF DRIVEWAYS. �'i•�' �-� 14) STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE. N���� 15) HYDROSEED (0R EQUAL) ALL DISTURBED OR CLEARED SOILS TO REMAIN kF! rr 17. "Cr I�T UNWORKED FOR MORE THAN 30 DAYS. 16) CLEAN OUT STORM DRAINAGE SYSTEM. y 3 crrv ^moo 17) UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND REMOVE ALL ESC FACILITIES (BMP s) ONLY WHEN ENTIRE SITE IS STABILIZED. A 10 wam2 THR OHN ESTIMATE CUT 50 CU. YDS PER LOT FILL 50 CU YDS PER LOT VICINITY MAP.�, q �.. _� r � � . , - r • .. • .... �"'�'�.AIA ►.Y�.w�.r .•r�.�..1.r,.....�•. ... ... .. .fit �.�.�•. y� 1 �,/� � ' t` ✓_ _ _ • ~ __. � , • -n ,. ~ 7: ........ -.yA.. i.. ...�Y..�.w.... A .. �ak•�►.+'�iw .J � � y. �.y ,S .� * t t 1 . ,�.,AA,R� s+w.R UTILITY NOTES ' 1. All trench excavation operations shall meet or exceed all applicable shoring ? laws for trenches over 4 -feet deep. All trench safety systems shall meet WISHA requirements. x 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. • 3. Adjust all manholes, catch basins, and valves in public rights -of --way or easements after asphalt paving. ` STORM DRAINAGE NOTES ' 1. All methods and materials shall meet City of Tukwila Development Guidelines and Design and Construction Standards, and the current King County Surface ' 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 applicable. 3. Driveway culverts shall be of sufficient length to provide a minimum 3:1 h; TO s ME 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 s fe roperty with 2 x 4 painted traffic yellow and ewer" with t the depth ide sewer indicated in black poi ' ~. 2. Contractor sha 11 necessary si r connection permits from the City of Tukwila prior to l r 3. Unless otherwise approv qui of Tukwila shall do all h i connections to exis ' er main with new tee tractor shall be y ° responsible ch and pavement excavation, pipe insto a ' I and .•Y L WATER MAIN SERVICE CONSTRUCTION NOTES i c 1. The contractor shall obtain all necessary water service connection permits from the City of Tukwila prior to construction. t 2. Installation of corporate stops, water service, lines and meters shall be per r '� City of Tukwila Standard Details. Services shall be a minimum 3/4 inch. The City of Tukwila will install the meters. ! t E MOMMENDEDCONSTRUCTION SEQUENCE 1) ATTEND PRE - CONSTRUCTION MEETING. t �� FLAG R F CLEARING I N L IMITS I T A FILTER tt+e public 2) L G 0 FENCE CLE G L S ND INSTALL FABRIC OVER EXISTING U been � by w► , t h enr�es►t CATCH BASINS. • p � 0enfo� and � � ` 3) GRADE AND INSTALL CONSTRUCTION ENTRANCE TO LOT. _ City �" � of 4) INSTALL PERIMETER PROTECTION (SILT FENCES, ETC.) ea�ai'' d0 a nwu"q 5) CLEAR FOR AND INSTALL SEDIMENT TRAPS IF NECESSARY. r the at the 11 1 de&!P tats auf► Wi th the CLEAR SITE AND INSTALL BUILDING FOUNDATION. iO� the • � °� �" t0 I dam s� tit doe will void " e 7) STABILIZE DISTURBED SOILS ON SITE BY MULCHING OR EQUAL. dnwhw d revises 8) INSTALL SIDE SEWER, WATER SERVICE AND OTHER UTILITIES. od .gi Mon 9 INSTALL STORM DRAINAGE FACILITIES. i �' ti field bw �an b 10) INSTALL FILTER FABRIC OVER ALL CATCH BASIN GRATES. f Final is s' to 11) MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH TUKWILA CITY t the Public `o Ofb �. STANDARDS. haie: 2 COVER ALL AREAS THAT WILL BE UNWORK F 1 DSc 1 ) ED OR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, PLASTIC SHEETING, OR EQUIVALENT 13 ) COMPLETE FINAL GRADING AND PAVING OF DRIVEWAYS. �'i•�' �-� 14) STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE. N���� 15) HYDROSEED (0R EQUAL) ALL DISTURBED OR CLEARED SOILS TO REMAIN kF! rr 17. "Cr I�T UNWORKED FOR MORE THAN 30 DAYS. 16) CLEAN OUT STORM DRAINAGE SYSTEM. y 3 crrv ^moo 17) UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND REMOVE ALL ESC FACILITIES (BMP s) ONLY WHEN ENTIRE SITE IS STABILIZED. A 10 wam2 THR OHN ESTIMATE CUT 50 CU. YDS PER LOT FILL 50 CU YDS PER LOT VICINITY MAP.�, E� .. ,,, j'. r nq;�;+wtt�):•t „*f►w .pNr , e,r�y ,r ;�CKs4Cl+I..r •,n"'�'•�+M��v*�ir1�AtiW ft 0 1 DOAK HOMES, r • r � h . INC N a NW1/4 SECTION 10, T23N, R4E, W.M. , b C81 EXISTING VERTICAL GRATE: 23.14 CURB &GUTTER IE: 20.79 TBM: EAST FLANGE BOLT OF FIRE HYDRANT � � OH- ELEVATION. 25.6�7 / C63 GRATE: 21.78 IE: 20.38 C84 GRATE: 21.83 IE: 18.88 INSTALL TEMPORARY SILT FENCE (PER DETAIL) AS NECESSARY BASIS OF BEARINGS: PLAT OF BENNETT'S INTERURBAN TRACTS ELEV. DATUM: ASSUMED / CONVERT ELEVATION TO NAVD 1988 BY � -21 SUBTRACTING 3.30 FEET SITE ADDRESS: 3805 S. 116TH STREET o x_ s S C637 N SOLID UD: 19.24 XX C836 GRATE: 19.06 IE: 16.66 N� INSTALL TEMPORARY SILT FENCE (PER DETAIL) AS NECESSARY .w S S S .. 0 0 `-- CB38 GRATE: 20.12 IE: 16.45 SEWAGE PUMP STATION 0- VAL- -U –VIEW SEWER DISTRICT NOT TO SCALE FILT FABRIC MATER • OR WIRE RINGS TO ATTACH FABIC TO JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. 2wx2m 13Y 14 GA. WRE FABRIC OR E QUIVALENT FILT FAB RIC ,- ............. _ •_ - FABRIC .•. ❖. ❖. ❖. ❖. ❖.' 4 IN STANDARD STRENGTH ••�••••••••••••••� •� USED • iiiiiiiii' At 4b 36"MIN O lt, Gmwww-% Lim IDACKFILL TRENCH WITH BURY BOTTOM OF FILMR NATIVE SOIL OR FMATERIAL IN 4"x4* TRENCH 31e WASHED ROCK 6' MAX. 12mMIN e MIN 12"x4' WOOD POSTS, STANDARD OR BETTER OR 2*x4* WOOD POS EQUAL ALTERNATE: STEEL FENCE POSTS ALT.- STEEL FENCE POSTS � N ' W , U w QO J i co r ,.: W a ,� 0 �y r N Z N Y N W 0 0l ' 40 N (0 O0 D r m Nftwoop t 1 CQ q * ka . CQ ce cq o C� 0 0 0 z z z papa f r Z aaa y I � , A �VM4 Val PIP . . t4 0 MIN ICS � 36 "MIN 1A 141 Z • •• •• 0 •� a1 V cn as 04 0 v v w A4 041 NOTES: A. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY. FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT • POST, WITH A MINIMUM 4 INCH OVERLAP. AND BOTH ENDS SECURELY FASTENED TO THE POST. T 1 S. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS • SHALL BE SPACED A MAXIMUM OF 4 FEET APART AND DRIVEN SECURELY INTO THE GROUND MINIMUM OF 12 INCHES). 0 ~ cq C. A TRENCH SHALL BE EXCAVATED, ROUGHLY 4 INCHES WADE AND 4 INCHES DEEP UPSLOPE AND ADJACENT TO THE N WOOD POSTS TO ALLOW THE FILTER FABRIC TO BE BURIED. 'CRT F Z w O cc D. VN•i TAN m a) O7 WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY SEP 8 0 TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY -DUTY WARE STAPLES AT LEAST 1 INCH LONG, TIE WARES OR HOG 4 Z a 0 RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN peR44,rC w 04 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. � A >4 ' E. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR HAIRED TO THE FENCE, AND 12 INCHES OF THE w O FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. > W F. WHEN EXTRA - STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WARE MESH SUPPORT FENCE MAY • ^ BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL Z 10 B PROVISIONS OF STANDARD NOTE E APPLYING. 0 A co G. THE TRENCH SHALL BE BACKFILLED WITH NATIVE SOIL OR 3/4" - 1.5" WASHED ROCK O v H. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE A 9 VPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. Hj z I. 'FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. J. MAINTENANCE: ANY DAMAGED OR CLOGGED FENCE SHALL BE REPAIRED/REPLACED IMMEDIATELY. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT DEPTH IS 6 INCHES OR GREATER. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. SILT FENCE DETAIL PROJECT Nu �eER NOT TO SCALE 03003 SHEET 2 OF 5 • .. r •+ . v+ w + • a • .•w ..... .•.. ... rr.....rww. wr -,.. ...... «r+.wi.�r. - 1 .�+.+,..-1.^.+*W.v w-4T .:� •l /+M+ 47 '. N , ° = 1.. . A y .. I' r N I "�. 7H ♦• rr• rY••r.r.nw r. ... ow � TBM: EAST FLANGE BOLT ,� ,.0 FIRE HYDRANT► ELEVATION: 23.16 y •,, OT F 01 _ .. ,. • •• / . w • •• • • '� 12” DEPTH •a . '� • ,�.• 1 �' •. o N j ; ; 4" -6" QUARRY SPALLS ' uTuu • r �= $ S GE07EXTILE FABRIC UNDER • — — t QUARRY SPACES (MARAFI 600X OR EQUAL) G ` INSTALL TEMPORARY CONSTRUCTION ENTRANCE • C PER DETAIL (TYP) N. ? STABILIZED CONSTRUCTION ENTRANCE NOTES: z I 1. INSTALLATION: THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION ' ROOTS AND OTHER OBJECTIONABLE MATERIAL THE QUARRY SPALLS SHALL BE PLACED TO THE I I ' r SPECIFIED DIMENSIONS. ANY DRAINAGE FACILITIES REQUIRED BECAUSE OF WASHMVG SHOULD to - BE CONSTRUCTED ACCORDING TO SPECIFICATIONS IN THE PLAN. IF WASH RACKS ARE USED, I I 'THEY SHOULD BE INSTALLED ACCORDING TO MANUF'ACTURER'S SPECIFICATIONS. I I 2. AGGREGATE: 3" TO r QUARRY SPALLS PER WSDOT STD. SPECS. SEC. 9- -13.4. �✓ I I 3. ENTRANCE DIMENSIONS: THE AGGREGATE LAYER MUST BE AT LEAST 12" THICK. IT MUST EXTEND THE FULL WIDTH OF THE VEHICULAR INGRESS AND EGRESS AREA. THE LENGTH OF THE ENTRANCE MUST BE AT LEAST 100 FEET. I I 4. WASHING: IF CONDITIONS ON THE SITE ARE SUCH THAT MOST OF THE MUD IS NOT REMOVED .... .� I I FROM VEHICLE TIRES BY CONTACT WITH THE ROCK ENTRANCE, THEN THE TIRES MUST BE WASHED BEFORE VEHICLES ENTER A PUBLIC ROAD. WASH WATER MUST BE CARRIED AWAY FROM THE I I ENTRANCE TO A SETTLING AREA TO REMOVE SEDIMENT. A WASH RACK MAY ALSO BE USED TO MAKE WASHING MORE CONVENIENT AND EFFECTIVE. 5. MAINTAINENCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT 'TRACKING OR FLOW OF MUD ONTO PLIBL.IC RIGHTS —OF —WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2" STONE, AS CONDITIONS DEMAND, AND REPAIR AND /OR CLEAN OUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED. WASHED OR TRACKED FROM VEHICLES ONTO ROADWAY OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY BY SWEEPING. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE . .. • I I STREET. EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. II II _ STABILIZED CONSTRUCTION ENTRANCE INSTALL TEMPORARY SILT FENCE (PER DETAIL) AS NECESSARY BASIS OF BEARINGS: PLAT OF BENNETT'S INTERURBAN TRACTS ELEV. DATUM: ASSUMED / CONVERT ELEVATION TO NAVD 1988 BY � -21 SUBTRACTING 3.30 FEET SITE ADDRESS: 3805 S. 116TH STREET o x_ s S C637 N SOLID UD: 19.24 XX C836 GRATE: 19.06 IE: 16.66 N� INSTALL TEMPORARY SILT FENCE (PER DETAIL) AS NECESSARY .w S S S .. 0 0 `-- CB38 GRATE: 20.12 IE: 16.45 SEWAGE PUMP STATION 0- VAL- -U –VIEW SEWER DISTRICT NOT TO SCALE FILT FABRIC MATER • OR WIRE RINGS TO ATTACH FABIC TO JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. 2wx2m 13Y 14 GA. WRE FABRIC OR E QUIVALENT FILT FAB RIC ,- ............. _ •_ - FABRIC .•. ❖. ❖. ❖. ❖. ❖.' 4 IN STANDARD STRENGTH ••�••••••••••••••� •� USED • iiiiiiiii' At 4b 36"MIN O lt, Gmwww-% Lim IDACKFILL TRENCH WITH BURY BOTTOM OF FILMR NATIVE SOIL OR FMATERIAL IN 4"x4* TRENCH 31e WASHED ROCK 6' MAX. 12mMIN e MIN 12"x4' WOOD POSTS, STANDARD OR BETTER OR 2*x4* WOOD POS EQUAL ALTERNATE: STEEL FENCE POSTS ALT.- STEEL FENCE POSTS � N ' W , U w QO J i co r ,.: W a ,� 0 �y r N Z N Y N W 0 0l ' 40 N (0 O0 D r m Nftwoop t 1 CQ q * ka . CQ ce cq o C� 0 0 0 z z z papa f r Z aaa y I � , A �VM4 Val PIP . . t4 0 MIN ICS � 36 "MIN 1A 141 Z • •• •• 0 •� a1 V cn as 04 0 v v w A4 041 NOTES: A. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY. FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT • POST, WITH A MINIMUM 4 INCH OVERLAP. AND BOTH ENDS SECURELY FASTENED TO THE POST. T 1 S. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS • SHALL BE SPACED A MAXIMUM OF 4 FEET APART AND DRIVEN SECURELY INTO THE GROUND MINIMUM OF 12 INCHES). 0 ~ cq C. A TRENCH SHALL BE EXCAVATED, ROUGHLY 4 INCHES WADE AND 4 INCHES DEEP UPSLOPE AND ADJACENT TO THE N WOOD POSTS TO ALLOW THE FILTER FABRIC TO BE BURIED. 'CRT F Z w O cc D. VN•i TAN m a) O7 WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY SEP 8 0 TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY -DUTY WARE STAPLES AT LEAST 1 INCH LONG, TIE WARES OR HOG 4 Z a 0 RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN peR44,rC w 04 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. � A >4 ' E. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR HAIRED TO THE FENCE, AND 12 INCHES OF THE w O FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. > W F. WHEN EXTRA - STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WARE MESH SUPPORT FENCE MAY • ^ BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL Z 10 B PROVISIONS OF STANDARD NOTE E APPLYING. 0 A co G. THE TRENCH SHALL BE BACKFILLED WITH NATIVE SOIL OR 3/4" - 1.5" WASHED ROCK O v H. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE A 9 VPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. Hj z I. 'FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. J. MAINTENANCE: ANY DAMAGED OR CLOGGED FENCE SHALL BE REPAIRED/REPLACED IMMEDIATELY. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT DEPTH IS 6 INCHES OR GREATER. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. SILT FENCE DETAIL PROJECT Nu �eER NOT TO SCALE 03003 SHEET 2 OF 5 • .. r •+ . v+ w + • a • .•w ..... .•.. ... rr.....rww. wr -,.. ...... «r+.wi.�r. - 1 .�+.+,..-1.^.+*W.v w-4T .:� •l /+M+ 47 '. N , ° = 1.. . A y .. I' r N I "�. 7H ♦• rr• rY••r.r.nw r. ... ow w .....,•, r ,.•.: ��►: w.. �r�•:► r.¢. n+ e��;; ,+vecr�►tf�r�r+s•at���arrra�r�. �4r.•«k:�rnzr .. DOAK HOMES, INC. NWI/4 SECTION 10, T23N R4E, W.M. SANITARY MANHOLE RIM: 23.04 IE 16.17 C81 GRATE: 23.14 IE: 20.79 TBM: EAST FLANGE BOLT OF FIRE HYDRANT ELEVATION: 25.6�7 EXI TING SERVICE ER CI 8 "DI S WATER MAIN ( ) 7 EXI N 6" PVC SIDE SE R STUB -OUT S-2.00% PRIVATE SIDE SEWER EASEMEN' FOR THE BENEFIT OF LOTS A, 8 & C AND SUBJECT TO THE SIDE SEWER ;EASEMENT AGREEMENT ON SHEET 2 OF 3 OF BOUNDARY LINE ADJUSTMENT NO. L03 -039, REC. #20040526900006 PROPOSED UNDERGROUND UTILITIES (TYP) POWER, GAS, PHONE & CABLE PROPOSED 10' UTILITY EASEMENT • BASIS OF BEARINGS: PROPOSED 9368 SQ.FT. PLAT OF BENNETT'S INTERURBAN TRACTS CATCH BASIN DATA: • >�f 1954 SQ.FT. 1954 SQ.FT. 1954 SQ.FT. ELEV. DATUM: ASSUMED C66 (TYPE 1L) 504 SQ.FT. 573 SQ.FT. STA. 0+ 12.02 2 CONVERT ELEVATION TO NAVD 1988 BY VANED GRATE: 22.27 TAX LOT NO. SUBTRACTING 3.30 FEET IE(12 "EXIST): 18.84 ' IE(4" NEW): 19.34 SITE ADDRESS: 3805 S. 116TH STREET C137 (TYPE 1) PRIVATE ACCESS ROAD HAS A NEW IMPERVIOUS STA. 1 +44.66 AREA OF 2738 SQ.FT. VANED GRATE• 21 03 � IE(4 "): 19.34 TAX PARCEL NUMBERS A - 073300 -125 PROPOSED UNDERGROUND UTILITIES B - 073300 -130 W/ CONDUIT BORED UNDER TRAIL C - 073300 -131 V Off ' UTILITY LINE LEGEND 8 "W EXISTING WATER MAIN S EXISTING SEWER MAIN OH EXISTING OVERHEAD UTILITIES EXISTING STORM DRAIN G EXISTING GAS MAIN WM R D o `-20 v EXISTING •• • UTILITY POLE . 01 SET PK NAIL & FLASHER #22594 IN ASPHALT S CB37 XX SOLID LID: 19.24 X X CB36 GRATE: 19.06 IE: 16.66 8 CUT S -8 • S .9 M M low • a b b • r .. - i , 7 . _.. mom SANITARY MANHOLE 4 ; RIM: 22.48 •w yh •" : _..• -� .: '� - 'r� .• OAw . _ H H .. up •C R . _ ow - � - ._... ;... � . E XI S TING ONC ETE. •WALKWAY - . .Y TpAjCTg .. • • • = /M 11 t .h �� • " . f' •�,• 1 N . ....� gw. 8 W' 8W 8 __ :, _ •2' 218'WIDE ASPHAL'T•' 'ROAD • . •. •. . • . ... 11 imwift� vi S • f. G _ " _ VICINITY MAP r G N90 00 00 E G >c : •00' 40.00' cB5 - T 40.00' 40.00' HOT To SCALE V _� li 1 y y 4 ' rd a I T 0 EXISTING WATER S RVICE II GRATE: O�INECTIONS TO SERVICE - 22.16 P cEt -8 D C _._ I E: 18.7fi O 3 N ' f _ , N Z C4 2 i �-. SEE DETAIL Q N Y _ orl► ;,, N to ��--- PR OSED 1"-200 PSI : DIRECTION ,• 00 p t POL WATER LINE .�. '� ... w v►� w •r m �-- 3 b I . 22' PRIVATE ROAD EASEMENT FOR INGRESS, EGRESS, UTILITIES AND DRAINAGE w v' w 4 • FOR THE BENEFIT OF PARCELS A. 8 AND C RECORDING NO. 20040503000886 Z FENCE 0.4 WEST OF LINE 3 • i 1 �► •�. a cq q * 1 10 cs .00 I z C C 0 a 2 w ��•� r -- 1 _. t ,: -• v. Quo 28 1 I� 29 3� 3 1 �� o 0 0 ETRIC VIEW ` ' •� zzz � H � � CURB TRANSITION TYPE OA -1 " CURB DETAIL II 04 04 0i cil ( DEOUALS WIDTH OF AY AT PROPERTY LINE. OATH 20 \ 2 1/2" WIDE FULL EXPANSION JOINT. FENCE ON PROPERTY LINE FULL DEFT ( 3 EXPANSION JOIN s + � I O � to 3 � I 0 • Q4 DRNEWAY TO SURFACED WITH ASPIIALT OR CONC � 5 A Z . Q do -� REMOVAL STING CONCRETE CURB GUTTER SWILL BY SAW CUT TO THE NEXT JOINT. AT LEAST ONE CORNER OF THE FUTURE RESIDENCE ON PARCEL C i ` MUST BE WITHIN 150 FEET OF SOUTH 116TH STREET, NOTES • UNLESS OTHERWISE APPROVED BY THE CITY OF TUKWILA. 1 • DRIVEWAY C CONCRM SHALL BE A MIN OF 6' THICK AND IS BE \ t PLACED ON MINIMUM OF 4 CRUSHED SURFACING TOP COURSE COM TO I 85X MAXI DENSITY. 2. CEMENT RETE SWILL BE CLASS 8 OR GETTER THAT S% SACK, 3000 Cc U) N , 3. SHALT. BE BRUSHED DIN LONGITUALLY. 04 ;% ICS 1Q tC 4. AY JOINTS SHALL BE EDGED WITH A 1 4" INCH RADIUS EDGER. �o - / . �"� D AY EDGES SWILL BE TOOLED WITH A 1 /2 INCH RADIUS EDGER. b. FINISHED PDRPNER OR PL 1S � H I PRAYED WITH A TRANSPARENT CURING COMPOUN BY S HEETING N THE EVENT OF RAIN OR OTHER NCLEM WEATHER. a RING ME SHALL BE FOR A MINIMUM OF 72 HOURS. Z 04 0404 m REFERENCE CITY OF TUKWILA STANDARD DWG. RS -8. V u V - F TURE ROOF DOWNSP�UT DRYWELL (TYP) N P R DETAIL ON SHEET 4 1 a a a (1 DRYWELL PER 1000 � Q. FT. ROOF AREA) ESIDENTIAL DRIVEWAY CURB C 4 NOT TO SCALE �..� i • r U 0 cQ z N w O rh cc ' ~ V J 20.00 40.00' S • • • ' ' POINT "B" _• Wig'• - - -- a.. � � •- ' � � � � � mow• -... - .� .�. _._ �� • • •• 0 0 �-- C838 GRATE: 20.12 IE: 16.45 SEWAGE PUMP STATION - VAL -U -VIEW SEWER DISTRICT N 1. SANITARY SEWER • V W M YI DRAINAGE PLAN NOTES: S ��,� W , Z_ , � � o 2 8 1. STORM WATER RUNOFF FROM THE ROOF AND DRIVEWAY AREAS FROM EACH LOT SHALL BE DIRECTED TO THE ROOF DOWNSPOUT INFILTRATION SYSTEM. p EpmncE 2. THE FINAL GRADE ELEVATIONS SHOWN ON THIS PLAN MAY BE ADJUSTED AS � � � _. NESESSARY TO REDUCE CUTS /FILLS AND /OR MAINTAIN 1%9: MIN /5% MAX SLOPES FOR DRIVEWAY DRAINAGE FLOWS. THE PROPOSED RESIDENCE FINISHED FLOOR SHALL z 'a N BE AT AN ELEVATION HIGHER THAN THE EXISTING PAVEMENT IN 45TH AVE. S. r' 4. INSTALL FILTER FABRIC OVER ALL CATCH BASIN OPENINGS DURING CONSTRUCTION. 0 v 5. A SOIL LOG TEST HOLE WAS DUG IN THE AREA OF THE INFILTRATION SYSTEMS. EM z R THE SOIL TYPE AND STRATIFICATION WAS TYPICALLY AS FOLLOWS: 0 -2.5' BROWN FINE SAND 2.5' -8' BLACK MEDIUM -FINE SAND � NO WATER TABLE ENCOUNTER ON 4/16/2003 SCS SOIL CLASSIFICATION: URBAN LANG c4d THE ON -SITE SOILS APPEAR TO BE ADEQUATE FOR INFILTRATION IN ACCORDANCE WITH THE KING COUNTY SURFACE WATER DESIGN MANUAL. � �� 6. ALL ON -SITE PVC PIPE SHALL CONFORM TO ASTM 0- 3034- SDR35. ,.j 03003 P• �/' . • SHEET 3 i • v _ 7 t .. .. .. - ._ - y.s.+- •w�.,.v...•.•. _q, .•. • .;.•. ,.� -.v -.. .�..¢w..i - .••rr• .;. • :i ,. �.r...M +� �.+•VM.rw...M.M • ,-. .r .� +�.••�,rA�.:�iniMrs..i.,� .t a 1 "J, p, Try �. r. MiFv.« yy . .•�7b . -�1 a PARCEL A PARCEL B PARCEL C AREA 9368 SQ.FT. 7913 SQ.FT. 6799 SQ.FT. ROOF AREA 1954 SQ.FT. 1954 SQ.FT. 1954 SQ.FT. DRIVE & WALK AREA 504 SO. FT. 504 SQ.FT. 573 SQ.FT. TOTAL IMPERVIOUS AREA 2458 SQ.FT. 2458 SQ.FT. 2527 SQ.FT. TAX LOT NO. 073300 -125 073300 -130 073300 -131 WM R D o `-20 v EXISTING •• • UTILITY POLE . 01 SET PK NAIL & FLASHER #22594 IN ASPHALT S CB37 XX SOLID LID: 19.24 X X CB36 GRATE: 19.06 IE: 16.66 8 CUT S -8 • S .9 M M low • a b b • r .. - i , 7 . _.. mom SANITARY MANHOLE 4 ; RIM: 22.48 •w yh •" : _..• -� .: '� - 'r� .• OAw . _ H H .. up •C R . _ ow - � - ._... ;... � . E XI S TING ONC ETE. •WALKWAY - . .Y TpAjCTg .. • • • = /M 11 t .h �� • " . f' •�,• 1 N . ....� gw. 8 W' 8W 8 __ :, _ •2' 218'WIDE ASPHAL'T•' 'ROAD • . •. •. . • . ... 11 imwift� vi S • f. G _ " _ VICINITY MAP r G N90 00 00 E G >c : •00' 40.00' cB5 - T 40.00' 40.00' HOT To SCALE V _� li 1 y y 4 ' rd a I T 0 EXISTING WATER S RVICE II GRATE: O�INECTIONS TO SERVICE - 22.16 P cEt -8 D C _._ I E: 18.7fi O 3 N ' f _ , N Z C4 2 i �-. SEE DETAIL Q N Y _ orl► ;,, N to ��--- PR OSED 1"-200 PSI : DIRECTION ,• 00 p t POL WATER LINE .�. '� ... w v►� w •r m �-- 3 b I . 22' PRIVATE ROAD EASEMENT FOR INGRESS, EGRESS, UTILITIES AND DRAINAGE w v' w 4 • FOR THE BENEFIT OF PARCELS A. 8 AND C RECORDING NO. 20040503000886 Z FENCE 0.4 WEST OF LINE 3 • i 1 �► •�. a cq q * 1 10 cs .00 I z C C 0 a 2 w ��•� r -- 1 _. t ,: -• v. Quo 28 1 I� 29 3� 3 1 �� o 0 0 ETRIC VIEW ` ' •� zzz � H � � CURB TRANSITION TYPE OA -1 " CURB DETAIL II 04 04 0i cil ( DEOUALS WIDTH OF AY AT PROPERTY LINE. OATH 20 \ 2 1/2" WIDE FULL EXPANSION JOINT. FENCE ON PROPERTY LINE FULL DEFT ( 3 EXPANSION JOIN s + � I O � to 3 � I 0 • Q4 DRNEWAY TO SURFACED WITH ASPIIALT OR CONC � 5 A Z . Q do -� REMOVAL STING CONCRETE CURB GUTTER SWILL BY SAW CUT TO THE NEXT JOINT. AT LEAST ONE CORNER OF THE FUTURE RESIDENCE ON PARCEL C i ` MUST BE WITHIN 150 FEET OF SOUTH 116TH STREET, NOTES • UNLESS OTHERWISE APPROVED BY THE CITY OF TUKWILA. 1 • DRIVEWAY C CONCRM SHALL BE A MIN OF 6' THICK AND IS BE \ t PLACED ON MINIMUM OF 4 CRUSHED SURFACING TOP COURSE COM TO I 85X MAXI DENSITY. 2. CEMENT RETE SWILL BE CLASS 8 OR GETTER THAT S% SACK, 3000 Cc U) N , 3. SHALT. BE BRUSHED DIN LONGITUALLY. 04 ;% ICS 1Q tC 4. AY JOINTS SHALL BE EDGED WITH A 1 4" INCH RADIUS EDGER. �o - / . �"� D AY EDGES SWILL BE TOOLED WITH A 1 /2 INCH RADIUS EDGER. b. FINISHED PDRPNER OR PL 1S � H I PRAYED WITH A TRANSPARENT CURING COMPOUN BY S HEETING N THE EVENT OF RAIN OR OTHER NCLEM WEATHER. a RING ME SHALL BE FOR A MINIMUM OF 72 HOURS. Z 04 0404 m REFERENCE CITY OF TUKWILA STANDARD DWG. RS -8. V u V - F TURE ROOF DOWNSP�UT DRYWELL (TYP) N P R DETAIL ON SHEET 4 1 a a a (1 DRYWELL PER 1000 � Q. FT. ROOF AREA) ESIDENTIAL DRIVEWAY CURB C 4 NOT TO SCALE �..� i • r U 0 cQ z N w O rh cc ' ~ V J 20.00 40.00' S • • • ' ' POINT "B" _• Wig'• - - -- a.. � � •- ' � � � � � mow• -... - .� .�. _._ �� • • •• 0 0 �-- C838 GRATE: 20.12 IE: 16.45 SEWAGE PUMP STATION - VAL -U -VIEW SEWER DISTRICT N 1. SANITARY SEWER • V W M YI DRAINAGE PLAN NOTES: S ��,� W , Z_ , � � o 2 8 1. STORM WATER RUNOFF FROM THE ROOF AND DRIVEWAY AREAS FROM EACH LOT SHALL BE DIRECTED TO THE ROOF DOWNSPOUT INFILTRATION SYSTEM. p EpmncE 2. THE FINAL GRADE ELEVATIONS SHOWN ON THIS PLAN MAY BE ADJUSTED AS � � � _. NESESSARY TO REDUCE CUTS /FILLS AND /OR MAINTAIN 1%9: MIN /5% MAX SLOPES FOR DRIVEWAY DRAINAGE FLOWS. THE PROPOSED RESIDENCE FINISHED FLOOR SHALL z 'a N BE AT AN ELEVATION HIGHER THAN THE EXISTING PAVEMENT IN 45TH AVE. S. r' 4. INSTALL FILTER FABRIC OVER ALL CATCH BASIN OPENINGS DURING CONSTRUCTION. 0 v 5. A SOIL LOG TEST HOLE WAS DUG IN THE AREA OF THE INFILTRATION SYSTEMS. EM z R THE SOIL TYPE AND STRATIFICATION WAS TYPICALLY AS FOLLOWS: 0 -2.5' BROWN FINE SAND 2.5' -8' BLACK MEDIUM -FINE SAND � NO WATER TABLE ENCOUNTER ON 4/16/2003 SCS SOIL CLASSIFICATION: URBAN LANG c4d THE ON -SITE SOILS APPEAR TO BE ADEQUATE FOR INFILTRATION IN ACCORDANCE WITH THE KING COUNTY SURFACE WATER DESIGN MANUAL. � �� 6. ALL ON -SITE PVC PIPE SHALL CONFORM TO ASTM 0- 3034- SDR35. ,.j 03003 P• �/' . • SHEET 3 i • v _ 7 t .. .. .. - ._ - y.s.+- •w�.,.v...•.•. _q, .•. • .;.•. ,.� -.v -.. .�..¢w..i - .••rr• .;. • :i ,. �.r...M +� �.+•VM.rw...M.M • ,-. .r .� +�.••�,rA�.:�iniMrs..i.,� .t a 1 "J, p, Try �. r. MiFv.« yy . .•�7b . -�1 a t • .. .. - , . ,t:, �.2' wa..'ti i ..t..rri'.:1- �9atit'a::�'{'r'!it ;+tied►r..t�+.i r".At',��i1.!�F�►�..+...ti1 "f 0 DOAK HOMES, INC. 0 NW1/4 SECTION 10, T23N R4E, W.M. EXISTING GR NU D FACE g t z CH I I I I I I II '• I I II � I I I I I III � ROOF DOWNSPOUT I I II TYPE I CATCH B ASIN I i l I 1WITH VANED GRATE I I II 4' - I INSTALL 2 EB AR 711 L OVERFLOW AT CENTER OF DRYWELLN I . FOR FUTURE LOCATION I i •, r ap "" _'-�T,-r r•�-- _- _- ----._ -- j- •_ - - -�. -- -_ ;•• .•• I I I I I I �I � �I� 1 N lo 1 4' PVC I I NI I ', ; • I � � _ F� -� — 4' PVC �,•, 6��1� ( I 4• PVC � 1 [6 MAX. SL �1 P� 2.0 - '1 t -- — — _. ` O/ P M. S =2.00% �I- 4' -4' LEACH BED TUBING I �I I a I i 12 MIN, I I ON LEVEL GRADE DIA, DRY WELL FILTER FABRIC LINER 112'MIN. I of vASHED WITH 1 .5 , - 30 � Roc �-- ON SIDES AND TOP 1/4' MESH SCREEN L , _ ! J I-- I 00 OF DRY WELL ON PIPE INLET L_ I 12' MIN. A OVE SEASONAL WATER TABLE OR RESTRICTIVE LAYER ----- 48" -- --�..! ROOF DOWNSPOUT DRYWELL NOT TO SCALE NOTE: ALL UTILITIES, INCLUDING POWER, TELEPHONE, TV CABLE. ETC., SHALL BE PLACE UNDERGROUND PER TUKWILA ORDINANCE. 0 -A U z h C7 m o as S P 2'""c�,+ W z o e o � R PEq �� F MEq 1G� W '�i • a ov Eq paoJEcr NU p SHEET 4 0 9 � rn _ .. V-. fit; �, ♦ y - .. � -. .. w .� - .,.... � -M �. —... �... ...r . .w.. .._... - " +w-... ,. r...... .,. w. ».. .�. u ti rv�. ..►•fir.. ♦ ...r. � ..r J riw� •+�►..i.��.w— , "QrtRI . �Jf�� } M+•• i lk. • M .. • ♦N� Iw,. 1M _ .►�N • LNG nA" uWILAI ILA f to 000 ,�i P o o e o o $ o0 0 0 4" PERFORATED PVC (SDR35 ASTM3034) POORLY GRADED WASHED AVEL (3/4 " -1 yi a Me] 20 ,DATUV ELEV la 00 Lr. cs t 0+00 +00 ' M RIVATE ACCESS ROAD ROFILE SCALE: 1'=30' HIXtZ. t'=5' VERT. •• N N O c 0 r .. w a Y U j z W � :. t - m aWm T o W U Q � U m W U to o M o d N FINISHED GRADE Y �0 QC 0 T:v- Q` N m ul w EXISTING GRADE v) " - W N o o 21 00 _ 2 0 annu 607 _N cn ' --4"TI TLINE m V 10 TO ROW 110' DRIVE Y IN TRATION TRENCH ,< - PE ETAIL THIS SHEET 2 i N 20' ROW 4 V Ln r:00 N Z w �pN� e-- w = W O N _ 04 �-- X W _. N �— Q 1 _ KV N N wV NIZx 0+00 +00 ' M RIVATE ACCESS ROAD ROFILE SCALE: 1'=30' HIXtZ. t'=5' VERT. r h M � .- � A � p V N O � PROPOSED y CATCH BASIN DATA: C B 6 (TYPE 1 L) Z , - 00 } STA. 0+ 12.02 0 VANED GRATE: 22.27 w Q I E(12 EXIST). 18.84 � _ � N C4 �.- » f = Z IE(4 ^ NEW): 19.34 y w co Q C4 0 • • O 00 CB7 (TYPE 1) ° °° STA. 1+44.66 s T_ VANED GRATE: :21.03 -.. I E(4 ): 19.34 �. w C1tce CQ ORA I W o00 A xxx Z NNW . . . 0 PIP c ;d z 00 00 00 A aaa. CLASS B ASPHALT COMPACT SUBBASE AND ALL SUBGRADE MATERIALS TO PACTED DEPTH) 95% MAX. DENSITY PER ASTM MODIFIED PROCTOR. SURFAC TOP COURSE ow �.,•�.'..d'I� ' r, .. LNi. Si l4:..@F,1',.F,���.4'M:M.'.:I`' 111:`.#• j! d,M�.cQ.r�.i�1!..;Jl�•�Y��$. t WATER METER DETAIL NOT TO SCALE , I 1 • . If�illl��l ,■ � � ■ , X11 i ,�, �I;I 'o. p AM e r r { I' i w i f � r itl•...11.•.•lia...ix'...1.`>r t ., r • t. • e . •`•R`` • ,r f ,:... ONE LAIK Amm OM V210�4) 1 • S • 2 00 r y » 00 Y J RIGHT .0 a 4 t W N W Z .�-� co SO 116TH ST RIGHT—OF—WAY WORK DESCRIPTION �„ Q N 0 - 1. THE IS ON S. 116TH ST. APPROXIMATELY 270 EAST OF 39TH AVE. S. • • Q 00 m 2. SAW CUT MIA► Y 24 LIN. FT. OF ASPHALT ALONG CURB CUT. 3. ;REMOVAL OF IMATELY 48 SC. FT. OF ASPHALT. 4. NO UTILITY LL CROSS S. 118TH ST. S. INSTALL ONE N WA ERVICE CONNECTION TO EXISTING WATER MAIN. 6. INSTALL CURB C CITY STANDARDS. , 7. ,ASPHALT P ATC:H (t48 SQ. ALONG ACCESS CURB CUT. S. ESTIMATED WORK DURATION: 6 ING DAYS 9. ESTIMA ROW WORK START DATE: 30 AFTER PERMIT ISSUANCE. 10. ESTI ROW WORK FINISH DATE: 36 DA PERMIT ISSUANCE. 3 i I c* cq cq N ` „ coo = ,- AA xxx ; 1--� pq ill iii p� aaCIO w (TYP w WORK AREA r X�' BLACK TEXT si ORANGE HIGH RISE WARNING � Sao m m • w �• - N r aaa . FLASHING OR WITH BEACON TAM im p i WHITE REFLECTIVE TAPE (TYP) -- �-'co Nv ORANGE O S 'TRAFFIC CONTROL PLAN NOT TO SCALD L� c� z � 0 z �Ro W i Z � a o o z SHEET 5 OF .....r.� -.. r ..r..�.. ...• ...... ...... -r • w . « .Y_ 4 +' .ti.� ...N Iif .�- .w�I.r V •.�cN -� r.y. ,. Jy. File: D04 -0235 35mm Drawing #1 -5 �u �l hl`xk"NI ,_x, z le I LA � I I, 11 1 I� r *r r• E '�'/ I , Irv' � I � � • 1 - • ti • .���� , 1 � � ire =�. �. cr Cpl �•�, - V I A G 2 i � I G�hIG. i ap 0 I I r-ouNUA1*1U'm"` PLAN P. 4x fpo l'r' a�� T'Osr' E1511s� 11II�I I�tI,I_LI1I1.j.f-_1 I 11 I ICI I fIl III III I III I i I( III; III ) -- III I ^ III jII iII . r Inch �i�s ,121 ��� I 3I I ��'��� I � i 5� I jI.I + jIj I 6� � ti 77 �•� 1Y ` k �x }� MA M � . 2} ? 1 5L 1 � II L £L ZL LL, 8s "g �� III1111�11111111111111111111111111 IIII1111�IJILI11IIIILII ,0L .I1111,11 6 l ( 1 lIII!l 1. I ILLIII�I11 � 1. 11. ;, 5 �., ; .,,�,�, 1. 11�I;) IIIIIIILIII111I111IIIIIIII�IIIIIIIII�IIIIIIIII�III r Z w� II _� -- E ENGINEERING 12810 N.E. 1 78 1 " ST. • SWle 101 Woodinville, WA 98072 -8702 (425) 481 - 6601 • FAX: 481 - 6371 JOB #: 3951 SHEET: 1' DATE: 1z z� l bz 3 we ChNCRF,T6 FooT jAd, G 5 WY t. w� #V.� W� AN17 • !2 ) ,. S. yV. C.ENTE Fool 1 n1 � U,N �/L S 1�! • LEGEND co HOLDOW N PER SCHEDULE AB x ANCHOR BOLT PER SCHEDULE a FLOOR TIE PER SCHEDULE 15 W x = SHEARWALL PER SCHEDULE `j = STRUCTURAL DETAIL PER SHEET TSE -1- i 2 � TSE ENGINEERING 12810 N.E. 1781h ST. • Bode 101 Woodinville, WA 98072 -8702 (425) 481 -6601 • FAX 481 -6371 JOB#: 3 1161 SHEET #: v U DATE: N FL QQ1'- PLAN' , Inch 1/16 I I I 5 6 1 .. Q � 6' <.r y' t r• m 12' co , c "IPle- , /. i Re.A. � ,,,�, � . �i�• ';' i► ' "•- .. 'rOfG•� F*'1' �i 1pK•� Vf " �,L.I C.' i , II II 1 : t 1; i1 t r ' fib r! � ►T 1 ( �•r ►fir» •� , , i. 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" - ' e%.:f f x UPPER kLt)bYi PLAN I Inch I I � I w '� � 1/18 r q I 6I � ` �' r° � � ' � Y.• s,p.�1� w. � Y, .. � i Sir; S� y. � v ! h ,� II Y , L N' ��1'V >rse ,5,' ' ;' 1 S •. 1 ��� ' , r .I 5wl' n SW TSE ENGINEERING 12810 N.E. 178 Sy. • Suite 101 WoodnWle, WA 9 11072-8702 (425) 481-6601 & FAX: 481-6371 JOB#: -315 SHEET#: DATE: 1912. ww-- --jewl pEa PE-T411. N/'rIF3) 9 r - wr vfm- r%&-ror wp 'r6 . UIOFFR- P IL pET . ........... 01, 6 E - 1 11 (TV) '�—' V-1 PrIe-)r Tei 21 1 5 6 Inch lilt) ", �4� , LI I I� LI I I (I I I L�.LI I I I l i LI I I I I LI I I LI_LI_I I I I I I LI I 11.1.1�J I IJ LLI_LLI I� I I I �� "'- � � I �ILII�III. �. III�LIII�IIII I') I�IIII�LI II�IIII�ILII�IIII�IIII�illl�llll�llll�llll