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HomeMy WebLinkAboutPermit D05-013 - ROBERTS RESIDENCE- LOT BROBERTS RESIDENCE, LOT B 12227 47 AV S D05 -013 I t I i i G k 1J1,�H,q�y 0! Ci ty a, Tukwila DEVELOPMENT PERMIT Parcel No.: 0179001046 Address: 12227 47 AV S TUKW Suite No: Permit Number: Issue Date: Permit Expires On: Departbneitt of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: cOukwila.wa.us Steve Lancaster, Director DOS -013 05/02/2005 10/29/2005 Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: Address: ROBERTS RESIDENCE - LOT B 12227 47 AV S, TUKWILA WA ROBERTS RANDY 218 17 ST NW, PUYALLUP WA RANDY ROBERTS 218 17 ST NW, PUYALLUP, WA Contractor: Name: CHRIS DAHL INC Address: 10622 210 AV CT E, BONNEY LAKE WA Contractor License No: CHRISDI99OCN Steven M. Mullet, Mayor Phone: Phone: 253 864 -9966 Phone: 253 -863 -6902 Expiration Date: 02/18/2007 DESCRIPTION OF WORK: COMPLETION OF PARTIALLY BUILT HOME. WORK TO INCLUDE: DRYWALL, CABINETS, COUNTERS, FIXTURES, TRIB AND DOORS, FLOORING, LIGHT FIXTURES, APPLIANCES, PAINT, ETC.; ALSO, FINISH ELECTRICAL AND PLUMBING AS WELL AS HVAC (SEPARATE PERMIT). PUBLIC WORKS ACTIVITIES INCLUDE INTALLATION OF NEW METER BOX AND SERVICE TO THE HOUSE, STORM DRAINAGE, SANITARY SIDE SEWER, EROSION CONTROL AND ACCESS DRIVEWAY. PART OF PUBLIC wORKS ACTIVITIES WERE COMPLETED UNDER PERMIT D01 -289 (PEACH TREE DEVELOPMENT). Value of Construction: $25,000.00 Fees Collected: $3,744.22 Type of Fire Protection: SMOKE DETECTORS International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 0022 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Flood Control Zone: N Hauling: N Land Altering: N Landscape Irrigation: N Moving Oversize Load: N Sanitary Side Sewer: N Sewer Main Extension: N Storm Drainage: N Number: 0 Start Time: Volumes: Cut 0 c.y. Start Time: Private: Size (Inches): 0 End Time: Fill 0 c.y. End Time: Public: doc: IBC - Permit D05 -013 Printed: 05 -02 -2005 Z o+ 2 D 00 E0 W �o J = F— LL w 0 LL t=- _ Z f- I — 0 Z F- w D0 ON W w. F U L O, ..Z w U =; ~O _ .. Z 1908 Street Use: Water Main Extension: Water Meter: Cit y of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us N Profit: N N Private: Y * *continued on next page ** Steven M. Mullet, Mayor Steve Lancaster, Director Non - Profit: N Public: I i k4.-1908_,to Cit y ot Tukwila Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: cOukwila.wa.us Permit Number: Issue Date: Permit Expires On: Steve Lancaster, Director D05 -013 05/02/2005 10/29/2005 Permit Center Authorized Signature: Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. i The granting of this permit does not presurrigto give authority to violate or cancel the provisions of any other state or local laws regulating constru o e p r rk. I am authorized to sign and obtain this development permit. 2- Signature: Date: 0� 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. i doc: IBC- Permit D05 -013 Printed: 05 -02 -2005 Z Z� �W D. U: 00, U U' NW CO) LL U . N� cl r-- _. Z ZO w w; U O �; W W` Z, C itv o f 1 ukwlla. Steven M. Mullet, Mayor Departnieut of Public Works James F. Morrow, P.E., Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 433 -0179 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us WATER METER INFORMATION Parcel No.: 0179001046 Permit Number D05 -013 Address: 12227 47 AV S TUKW Issue Date: 05/02/2005 Suite No: Permit Expires On: 10/29/2005 DESCRIPTION OF WORK: COMPLETION OF PARTIALLY BUILT HOME. WORK TO INCLUDE: DRYWALL, CABINETS, COUNTERS, FIXTURES, TRIB AND DOORS, FLOORING, LIGHT FIXTURES, APPLIANCES, PAINT, ETC.; ALSO, FINISH ELECTRICAL AND PLUMBING AS WELL AS HVAC (SEPARATE PERMIT). PUBLIC WORKS ACTIVITIES INCLUDE INTALLATION OF NEW METER BOX AND SERVICE TO THE HOUSE, STORM DRAINAGE, SANITARY SIDE SEWER, EROSION CONTROL AND ACCESS DRIVEWAY. PART OF PUBLIC wORKS ACTIVITIES WERE COMPLETED UNDER PERMIT D01 -289 (PEACH TREE DEVELOPMENT). METER #1 METER #2 METER #3 Water Meter Size: ' Quantity: $490.00 Water Meter Type: i Work Order Number: $0.00 Connection Charge: Y Installation: Y Additional Install Deposit: $0.00 Plan Check Fee: Y Inspection Fee: Y Turn On Fee: Y Subtotal: Cascade Water Alliance (RCFC): Y TOTAL WATER FEES: $2,822.00 0.75 1 PERM 5204fO5 0 0 $60.00 $0.00 $490.00 $0.00 $0.00 $0.00 $10.00 $0.00 $15.00 $0.00 $25.00 $0.00 $600.00 $0.00 $2,222.00 $0.00 $0.00 doc: PWWATER D05 -013 Printed: 05 -02 -2005 0 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 I Z w JU U0 (0 CO) w w= J F', CO U. W O LL � HW Z O Z f- Lul U :O N W w . ui Z U CO O Z �t �Ss 1 City of Tukwila 19�e Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS z �Z Parcel No.: 0179001046 Permit Number DOS-013 ; W Address: 12227 47 " S TUKW Status: ISSUED 2 Suite No: Applied Date: 01/12/2005 J v Tenant: ROBERTS RESIDENCE - LOT B Issue Date: 05/02/2005 v p to CO) Eli UJ_ 1: ** *BUILDING DEPARTMENT CONDITIONS * ** U. w� 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. U Q N 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center = W (206/431- 3670). z�, . F- O 4. All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to w � start of any construction. These documents shall be maintained and made available until final inspection approval is ? o granted. O co i. — 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall F = 111.11 bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site v and available to the building inspector for inspection purposes. � 6: All construction shall be done in conformance with the approved plans and the requirements of the International v c. Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. O 7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building Z inspector. No exception. { 8: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 9: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 10: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 11: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE 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. 12: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 13: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of Public Health - Seattle and King County (206/296- 4932). 14: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department doc: Conditions D05 -013 Printed: 05 -02 -2005 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 of Labor and Industries (206/248- 6630). 15: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, Z any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits '~ W presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila . 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. N o 16: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** CO) w UJ H CO U. wO 17: The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least 48 hours in advance to schedule a pre - construction meeting at the site to determine what aspects of Public Works site q and utility work was left out by previous Peach Tree permit D01 -289 and need to be completed under this permit; D01 -289 u. inspection screen printout is atached for reference. All inspection requests for utility work must also be made 24 N d hours in advance. _ j z �. 18: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and 11— O completion of work at least 24 hours in advance. LU UJ 19: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans v � shall be submitted to the Inspector for prior approval. i o 20: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be W v underground from the point of connection on the pole to the house, u. 21: Any material spilled onto any street shall be cleaned up immediately. w z v co 22: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation Z off -site or into existing drainage facilities. 23: 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. 24: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 25: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 26: It is strongly recommended that storm drainage designs be certified by a licensed engineer. Otherwise, the owner assumes liability for the design and any subsequent related damages. * *continued on next page ** doc: Conditions D05 -013 Printed: 05 -02 -2005 y ? I �M City o f Tukwila roe Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 i 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: Print Name: Date: sr o� - doc: Conditions D05 -013 Printed: 05 -02 -2005 �J,�WIU1. Wqs 0 2 i i i3as CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 ......:..........................:..................,...............:...:........... ..............:................ . Ap ati plicons:,and'.plans.must be completc;in;ordet'tobe ccepted:I'or;plan review. i Mailing Address: <5 a ln.& ets el 3 o y - r7 r� - D � �- �� _._.} City state 'Lip E -Mail Address &4 arb Co C�Wgt=G1 Fax Number: X 77.5 — ,-_? -'5' -- 6 t5 GENERAI CONTI�ACTQR INFOR1VtATTON (Mechanical Contractor information olI 4ck. page) Company Name: - Mailing Address: Contact Person:_ E -Mail Address City slate Day "Telephone: Fax Number: Zip Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time ot'perrrrit issuance ** Company Name: ; Mailing Address: N.GINEE OF i2FCORD . .. . ll plans muset,e �yet:sta . iinped Uyngineei of deco►d `1 � 3 - ,3, City state zip Day Telephone: •�� -- 2T '7 - -S 4. Fax Number: ;a5 3' - ff7r3L — -[� S7 Contact Person: -eyv- R Gam.( e_b E -Mail Address: J2 C& k. UV t 1(+L 61 . t4" Company Name: - Mailing Address: i City stale zip Contact Person: Day " relephone: E -Mail Address: Fax Number: �t. ,1 \,pplicationApmo tnpplication (7.2004) I � Pace 1 '.. i I i i dF' CORD'- i :Atliv ans must be:wet stbimpeil:a�'y:::rcliifect oi'Rectii d ......:.. ........ :................ ........:......................:.... ............ ............................ ............................. st 9h ed (Adt`n. Z �Z �W !Y � JU UO 0 C0 w W J CO) U_ W O 95 tt N = W H Z �.. 1- O w� UJ � o U N WW ~ H LL Z.. Cd U N O Z Applications will not.ibe accepted through the mail;or by !ax : * *Please Print ** .... .... .. . .............. STL`E LI.ACA. ION. .... . .. :.....::::::.::::::.:. . ....... ..:..::::.:::::..::::::::::::.: .:... . 1�- f _ King Co Assessor's Tax No.: o1 7 7 a ��� ` 70o 1 0 Site Address: 1 l� Number: Floor: Tenant Name: ' Suite 03 d Oi/L - New 7 [�]- Yes No Property Owners Name: a Mailing Address: City slate Zip CONTACT PERSON ....... ..... ... ........... :.......... ................. ...... .... ...... Name: L 0 -�tt'\ S Day'relephone: Rs 3" Mailing Address: <5 a ln.& ets el 3 o y - r7 r� - D � �- �� _._.} City state 'Lip E -Mail Address &4 arb Co C�Wgt=G1 Fax Number: X 77.5 — ,-_? -'5' -- 6 t5 GENERAI CONTI�ACTQR INFOR1VtATTON (Mechanical Contractor information olI 4ck. page) Company Name: - Mailing Address: Contact Person:_ E -Mail Address City slate Day "Telephone: Fax Number: Zip Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time ot'perrrrit issuance ** Company Name: ; Mailing Address: N.GINEE OF i2FCORD . .. . ll plans muset,e �yet:sta . iinped Uyngineei of deco►d `1 � 3 - ,3, City state zip Day Telephone: •�� -- 2T '7 - -S 4. Fax Number: ;a5 3' - ff7r3L — -[� S7 Contact Person: -eyv- R Gam.( e_b E -Mail Address: J2 C& k. UV t 1(+L 61 . t4" Company Name: - Mailing Address: i City stale zip Contact Person: Day " relephone: E -Mail Address: Fax Number: �t. ,1 \,pplicationApmo tnpplication (7.2004) I � Pace 1 '.. i I i i dF' CORD'- i :Atliv ans must be:wet stbimpeil:a�'y:::rcliifect oi'Rectii d ......:.. ........ :................ ........:......................:.... ............ ............................ ............................. st 9h ed (Adt`n. Z �Z �W !Y � JU UO 0 C0 w W J CO) U_ W O 95 tt N = W H Z �.. 1- O w� UJ � o U N WW ~ H LL Z.. Cd U N O Z atiWOI O HERMIT: INFORMATION: 206-431. '3 70 Valuation of Project (contractor's bid price): $ oZS', Do Existing Building Valuation: $ Scope of Work ` (please provide detailed information): // c�p�W�� Ctc� %hz�, l�Lrcrct.�eliS. •frSa,/wr�J. '�'i(�v d c��ar r� �"Lr�t,ivtr , �f�,� Will there be new rack storage? ❑ .. Yes ❑ ...No If "yes ", see Handout No, for requirements. Provide All Building Areas.in Square Footage Below PLANNING DIVISION: Single - family building footprint ( area orthe foundation oral) structures, plus any leeks over 13 inches quid overhangs greater thin 18 inches) ' *For an Accessory dwelling, provide the following: Lot Area (sq ft): 3000 Floor area of principal dwelling: aS Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? El ..... Yes ❑ .. No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ,,� ��JJ�� ❑...Sprinklers ❑ ... Automatic Fire Alarm ... None `...Other (specify) 5 1W� OCR-' i Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ...Yes IV ..No If "ryes n attach Ust of tnalerials and storage locations on a separate 8 -I12 x II paper indicating quantitics and Material SgILty Data Sheets. I I HpplicaliomApmull applicmion (7 -2004) Awe S t I z Z .j U UO N 0 W= J H U. W O LL Q =a �W z H F— O W ~ W U O CO C H W U' �O W z. CO U O ~' z ddition to T Type of "r pe of Y Interior Existing Construction Occupancy per ':.Ekistin ::::. Rem6del._. Structure New per IBC IBC 2" - 7 b f .. ....... ......................... .................. ............ ...........:............... . Aacessory:Structiire *`: �:: ::Att ;icliedGarage; -Detached AtfachediCarport; '.::;i .................. ..... .. . ........... ............................... Uncovere::d:Deek PLANNING DIVISION: Single - family building footprint ( area orthe foundation oral) structures, plus any leeks over 13 inches quid overhangs greater thin 18 inches) ' *For an Accessory dwelling, provide the following: Lot Area (sq ft): 3000 Floor area of principal dwelling: aS Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? El ..... Yes ❑ .. No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ,,� ��JJ�� ❑...Sprinklers ❑ ... Automatic Fire Alarm ... None `...Other (specify) 5 1W� OCR-' i Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ...Yes IV ..No If "ryes n attach Ust of tnalerials and storage locations on a separate 8 -I12 x II paper indicating quantitics and Material SgILty Data Sheets. I I HpplicaliomApmull applicmion (7 -2004) Awe S t I z Z .j U UO N 0 W= J H U. W O LL Q =a �W z H F— O W ~ W U O CO C H W U' �O W z. CO U O ~' z 0 r ) : : ? .... ...:.....:.:...' ..:: = ........... 33 =. 179 . Scope of Work (please provide detailed information): Call before you Dig: 1- 1300424 -5555 Please refer to Publi.c'Works Bulletirc #l:for and estimate sheet: Water District ❑ ... Tukwila ❑ ... Water District # 125 ❑ ... Highline ❑ ... Renton ❑ ... Water Availability Provided Sewer District ❑ ...Tukwila ❑ ... Va1Vue F1 ... Renton ❑ ... Seattle ❑ ... Sewer Use Certificate ❑ ...Sewer Availability Provided El ... 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 Aoolleation (mark boxes which annlv): El ... Civil Plans (Maximum Paper Size -22" x 34 ❑ ... Technical InBrmation Report (Storm Drainage) El ... Geoteclmical Report ❑ ...Traffic Impact Analysis ❑ ... Bond El... insurance ❑ ...Easement(s) ❑ ... Maintenance Agreement(s) ❑ ...Hold Harmless Proposed Activities (mark boxes that apply): ❑ ... Right -of -way Use- Nonprofit for less than 72 hours E3 ... Right -o Pway Use - Profit for less than 72 hours ❑ ... Right -of -way Use- No Disturbance ❑... Right -of -way Use— Potential Disturbance ❑... Construction /Excavation/Fill- Right -of -way Non Right-of-way ❑ ... Total Cut cubic yards ❑ ... Total Fill cubic yards ❑ ... Sanitary Side Sewer ❑ ... Cap or Remove Utilities ❑ ... Frontage Improvements ❑ ... Traffic Control ❑...Backflow Prevention- Fire Protection_ Irrigation Domestic Water El ... Work in Flood Zone ❑ ... Storm Drainage ❑ ...Abandon Septic Tank ❑ ...Curb Cut ❑ ...Pavement Cut ❑ ...Looped Fire Line 11 M M ❑ ... Permanent Water Meter Size... WO# ❑...Temporary WaterMeterSize.. WO# ❑... Water Only Meter Size............ WO# ❑ ... Sewer Main Extension ............. Public Private ❑ ... Water Main Extension ............. Public Private ❑ ...Grease Interceptor ❑ ...Channelization ❑ ...Trench Excavation ❑ ...Utility Undergrounding 11 +i I t; 1 ❑ ... Deduct Water Meter Size ......... " �r FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ... Water ❑ ... Sewer ❑ ... Sewage Treatment Monthly Service Billing to Name Day Telephone Mailing Address City State Zip Water Meter Retund/Billina: Name Mailing Address City State Zip Wpplicaflo w\pennit application (7.2004) Pae� 3 Day'relephone; Z W ce. �. V O CO) W= J lr CO) LL W O LL �d �W 2 Z H: Z Off. U �. O N WW H V. LL O .. Z W U =; H O ~: Z C : ::..1CAPEI2MITINRIVIATIN:= .206- 31367b MECHANICAL CONTRACTOR INFORMATION , Company Name: r Mailing Address: i City state Zip Contact Person: Day Telephone; E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of pennit issuance" i Valuation of Project (contractor's bid price): $ 500 Scope of Work (please provide detailed inform VL i C�. cc wo " -k / I /111 tv, ,v)„ ten( a,-k o - F P (nom -�,� i_ 0 1 n to Indicate type of mechanical work being installed and the quantity below: Ui:iit:Ty e. f . Uiiit.T : e: :::..Qt .: ::Unit Ty e:..... . ::Qt ...: Boiler /Con ressor: Qty:. Furnace <IOOK BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace >IOOK BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Thermostat 15 -30 HP/1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP/1,750,000 BTU Appliance Vent Hood Water Heater 50+ HP /1,750,000 BTU Heat /Refrig /Cooling System Incinerator - Domestic Emergency Generator Air Handling Unit <10,000 CFM Incinerator — Comm/Ind Other Mechanical I Equipment . ,:..... ::::::......, . .. .. :. ........., .... . ....................................................:. :.... : P ICATIdI�T QTES Applicable to aIV ... :: �s .. this .applricahon: ? ::: :::: . : . :: .. . . . 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' HE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW 0 T Signature: Date: )/_5 C� Print Name: , t � Daa�y'felephone: 7 Mailing Mailing Address: �� S`�1Lt� �I,CC�IL(Jt -z(�� / �� 7 ) $' - ���1 t1C City State Zip Date Application Accepted: Date Application Expires: Staff Initials: -! Z -dss 7- 12 -Os' g/' �tpplicatimw \pcnnit application (7 -2004) Pace 4 Z W J 00. W= H CO) U. W } O J U. Q = CY �W Z H Z O W U� O N O H WW U —0 W CO H H: O Z Use; Residential: New ..... Replacement ..... F Commercial: New .....Q,,-- replacement .....❑ Fuel Tyne Electric ...... ❑ Gas ..... P Other: City of Tukwila law 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0179001046 Address: 12227 47 AV S TUKW Suite No: Applicant: ROBERTS RESIDENCE - LOT B Permit Number D05 -013 Status: ISSUED Applied Date: 01/12/2005 Issue Date: 05/02/2005 Receipt No.: R06 -01588 Initials: LAW User ID: 1632 Payment Amount: 58.00 Payment Date: 10/06/2006 02:32 PM Balance: $0.00 Payee: SKYWAY HOME IMPROVEMENT TRANSACTION LIST: Type Method Description Amount Payment Cash 58.00 .ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING INVESTIGATION 000/322.800 58.00 Total: 58.00 0507 10106 9710 TOTAL 58.00 doc: Receipt Printed: 10 -06 -2006 s Z : z. 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City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0179001046 Address: 12227 47 AV S TUKW Suite No: Applicant: ROBERTS RESIDENCE - LOT B Permit Number: Status: Applied Date: Issue Date: D05 -013 ISSUED 01/12/2005 05/02/2005 Receipt No.: ROS -00777 Payment Amount: 3 Initials: SKS Payment Date: 05/26/2005 03:19 PM User ID: 1165 Balance: $0.00 Payee: RANDY ROBERTS .TRANSACTION LIST: Type Method Description Amount Payment Check 5011 3,451.55 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - BUILDING - RES - -- ---------- - - - - 000/322.100 -- ------ - - - - -- 484.98 CASCADE WATER ALLIANCE 401/386.550 2,222.00 PLAN CHECK - RES 000/345.830 22.57 PLAN CHECK - WATER METER 000/345.830 10.00 PW BASE APPLICATION FEE 000/322.100 250.00 PW PERMIT /INSPECTION FEE 000/342.400 8.75 PW PLAN REVIEW 000/345.830 8.75 STATE BUILDING SURCHARGE 000/386.904 4.50 WATER CONNECTION 401/379.002 60.00 WATER INSPECTION FEE 401/342.400 15.00 WATER INSTALLATION (DEP) 401/386.520 340.00 WATER TURN -ON FEE 401/343.405 25.00 Total: 3,451.55 35 57 7 16 TOTAL 3559-SO doc: Receipt Printed: 05 -26 -2005 2 ' �w U U O poi W =: U_ w o: U_ = CO w, F- O Z I—' � O` ;O N! W LL Z , U N. O Z . �! i t of Tukwila Mas y f 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 i RECEIPT Parcel No.: 0179001046 Address: 12227 47 AV S TUKW Suite No: Applicant: ROBERTS RESIDENCE - LOT B Permit Number: Status: Applied Date: Issue Date: Receipt No.: ROS -00043 Initials: SKS User ID: 1165 Payment Amount: Payment Date: Balance: DOS -013 PENDING 01/12/2005 292.67 01/12/2005 01:52 PM $512.05 Payee: RANDY ROBERTS #326628494 TRANSACTION LIST: Type Method Description Amount Payment Mon Ord 32662849 292.67 ACCOUNT ITEM LIST: Description. Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - RES 000/345.830 292.67 Total: 292.67 r ,26-1 1.x.7.. .I M �:! f� .S, =�: t O .AL. 64.46 doc: Receipt Printed: 01 -12 -2005 ����$��2` {i�hy��cdtt i•�j'{�s�k..�x� '�- Jr� }s'?''Il..i t1t1 Lw ..{ 4y tt' 1 '� .. 1 .. �, •1 INSPECTION RECORD s,: Z l zoV 1 -3670 Retain a copy with permiI, INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 Project: .} S /�e - Type of. Inspection: /= //1J ' / Address: 1 2,2-Z7 4 f90 ' Date Called: Special Instructions: Date Wanted: a. /�- 2 — — D m. Requester: Phone No: ;. Approved per applicable codes. Corrections required prior to approval. COMMENTS: �4t Receipt No.: Date: ::1 ,Z Z m W i 1, W C= U O N Q CO) i. J F.. CO) L' W O LL Q. N �. �W ZO W. UO O ca. WW LL O i!I Z. U N Z... U paid at 6300 Southcenter Blvd., Suite 100. Call to seched reinspection Project: k6b l�`5 Type of In / /N / Address- /'.;Z2 7 f7 4e yS Date Called: Special Instructions: Date Wanted: / a.m. p.m. Ill Requester: G I� Phone No: gas- 73 *7 COMMENTS: Ill I R � I� G I� q Jilw'• 1 I z I C UO: N Q. W =' CO LL WO U. Q co = Clip I— W. z �.. �O W � p N. 13 =V O Iii z U to H � 0 z INSPECTION RECORD i Retain a copy with permit — lam INSPECTION N0. IT N0. ' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 f 0�)41 -3 7 24, la Ij Z a 1f IK Proje Type of Inspection: Address: Date Called: Special Date Wanted l a. Gam- p.m. Requester: Phone No: Receipt No.: Date: Approved per applicable codes. Corrections required prior to approval.. COMMENTS: r . ' 1 i C ,2 - >7 Inspec r• Date: —/ 11 V $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z qq if- W W � UO w =. J �. co u. W �a U- � = W H =• Z F- Z O :O CO `. � H- W W — O Z O Z n�tI}S��t'�2Y�t' d Ct INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING -DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 t W Addiress: Type of Ins r �aa y - 7 s Date Called: /v I Special Instructions: Date Wanted: Va m, / �11 /4 p.m. Requester: /A Phone No: t T 1 a Approved per applicable codes. Corrections required prior to approval. $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection Receipt No.: Date: !%"�'k� �4r d1{ '. 5' �GY� ":. .;�;, ..th�. �� �',, n! K`�. �•t .:J ..� ..(' :.{a.1 .J •.l.t. .. .l. 1 , .. � {, '`. Z W J U: UO N w= J CO) LL. W O J LL ?, Z C Y I" W Z� �O W H. 5; .O D H-: W F- O: ti.i Z O ~: .Z Inspector: a��d ate: 1 Project : / f S— ot Type of In ectio�.. F 1 h On Ad ress: /a -;)P 1 1 - 74'.1-e .> Date Call d: 1 Special Instructions: i Date Wanted: m. D O to p. Requester: Phone No: COMMENTS: �- 0 06 la W A-7 r7we r C l r�t9r 7 3 A4 f/ I Z �} Z J U U O, coo: co) = J � CO U. W O 2 U. J O = W Z �.. Z O. LU 5; U O N; W W S U O; z U 0 0 z .. e�) �y'�� p ,• ? S w +,..� J t. J INSPECTION RECORD Retain a copy with permit •��d INSPEC 0. � W6)4 ' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 -36 0 I ` Proje Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: a. --f -�� p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: I / I �l Inspector Date: $58.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspectior Receipt No.: Date: If "6 } Z Z LU IA Y QQ . JU 0 Co 0 w= LL w O Ei LL Cy = W t— _. O Z 5 U 0 0 C C3 H W W'. H U LL ~O ll! Z U (0 Z . ''Wx, .......mot_ ,-f..� i.._... __ ..... .. .... __.. ._.._ ... .... ...... _ { ` .. J . .. .. .r� 5 ' INSPECTION RECORD l Retain a copy with permit INSPECTION NO. PE �TN8 + t. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 0 �F t• Proje Type of Inspection: Address: Date Called: � -- , Av. Special Instructions: Date Wanted: ' M. Requester: Phone No: I , Approved per applicable codes. Corrections required prior to approval. e a COMMENTS: Inspecto Date: $58.00 REINSPECT FEE REQUIRED. Prior to inspection, fee must be nniri nt A'AOO rmithrantrar Rlvrl Chita inn roll to cnrhnrLdn roincncr *inn Receipt No.: Date: i Z Z W �U 0 0. N D. CO) J F. �LL w � LL Q N d h=- _ Z� Z O U ,O N, cl W W . u. O Z' U� O Z �j5�'i `�ix� `�f�J' {'$`.` �l' r+rl�,R� {�5"S}�'�1�tt'i£<���,. }� fl '?9 "'}• t .}�;. } � .. #. i ' } i ' �, . j + , i I INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE N CITY OF TUKWILA BUILDING DIVISION i 6300 Southcenter Blvd., #100, Tukwila, WA 98188 06)431 -3670 Project:C Type of Ins ection: / Address: Date Called: Special Instructions: Date Wanted: / <20 p.m. Requester:. Phone No: Approved per applicable codes. FI Corrections required prior to approval. IJ paid at 6300 Southcenxer Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: e: , 9 Z �H Z . Li c ' QQ W� J U' L) O. N V) = J ~ N LL W yO. W j. CY = W Z �. 1- O Z F-: W �p O N W W' 2 H U IL 0 tll Z U CO O Z '" r �- � F „ yrF �{,* i�a'�f,�r r. INSPECTION RECORD / Retain a copy with permit INSPECTION NO. PER I i CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 . Project Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: a, p.m. Requester: Phone No: Receipt No.: Date: Z W q � W =' J U. U O' o. CO) z: 1`. N LL w O J LL < = W H =. O : Z f-', U� O N. D F- 2 t— U . U N' O Z 0 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 4 3 r ` INSPECTION RECORD Retain a copy with permit INSPECTION N0. PE I CITY OF TUKWILA BUILDING DIVISION �. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431.36 0 Proje • Type of Inspection Address: Date Called: Speci I Instructions: Date Wanted: m. 7 79!-;� p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. LrJ paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: r Z Z`_ {i W . i UO 0 N U 0: 7 i U- Q to � = d f.. W Z� W C) 5 O o F.. W �U u O 111 Z U co OH Z 'tst�r'4''SL� ' v�. ���k3' 3a4' 1i�i: �' 7U'�a�;�3.,�r4s�5,},�t•�fi.,.f 1 ,ti�i 4 y :� ''� INSPECTION RECORD Retain a copy with permit ' PE INSPECTION NO. CITY OF TUKWILA BUILDING DIVISI 6300 Southcenter Blvd., #100, Tukwila, WA 98188 6 0 Project: Type of Inspection* Address: Date Called: Special Instructions Date Wanted: p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: IIi f I' Inspector: l. Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be p fd at 6300 Southcetter Blvd., Suite 100. Call to sechedule reinspection. Z .- W J V: 0 �o LU CO U. WO J W Q CO = W z �. I-- O' Z i— � j, U� O N O � W W LL H: — O Z co � O Z xat? i. Mw .ia`'tnSat!V.'."i',=r's?15!.'fP �y.q.- "w.y�..>..�,.,...F.��.- .ire.- .w.h„.rw- ;+w..T ^ew �.�....«..._...- -1 v,3!y! -•:vc _Ilid'cR 4 :..r- .r INSPECTION RECORD D05_ ©( Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Bober s R e s, Type of Inspection:PW Eruct ! Address: 1 2 21 - 7 L+ Ave S Date Called: 9 — Q' O Instructions: �` Special Instructions: �` Date Wanted: Date Wanted: 4 I _ n a.m� _ n Requester: Rahn Phone No: Z53- ZZJ--SS��J h Approved per applicable codes. Corrections required prior to approval. COMMENTS:. .4 C S a� Inspector: �! ,( ,i Date: F] $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: 1 I Z �S Z` W. 2. J U: vO. LU J I.. CO) W W O. J LL Q a . _. Z� I. O W I—'. � p U N ' 0 H, W W' Z u. F' — Z, tll O� Z INSPECTION RECORD Retain a copy with permit INSPECTIOK NO. PERM O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- A6 t() Pr t: Type of Inspecti n: Address: W U S Date Called: Special Instructions: Date Wanted: a.m. P T— Requester: Phone No: ,s 9 1 Corrections required prior to approval. Receipt No.: Date: ZZ Q ES Z UO 0. 0 CO) CO) LL w O. LLQ CO) = a. W Z� 1— O W ~ U� �O N' W W: Z U. 111 U 0' 1= H O Z LU paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD - Retain a copy with permit INSPECTION NO. PERM Y CITY OF TUKWILA BUILDING DIVISION �. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 0 Project: O 41Date Type of Inspection: Address: Called: Special Instructions: OQ� � Date Wanted: a. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. CO MENTS: s: w" rsp $58.0 FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: r •, ,err ;;4,;,;.x.��;•• ..a',.;i:.�;.�, :;; �- •;ai } ".:i;�ai.:r�', .c�:+.a�et+� ?w, .�y��;�;�;X c ,b. Q Z Q SZ W =. J U: UO C() (3: C0 =: N LL: LL Q (0 d H= . Z �.. Z O . � p O CO). 0 F- ZU O. !i l Z UN. P X O Z Project: T Type of Inspection: Address: D Date Called: Specia Instructions: D Date Wanted: m. Requester: S Phone No: �. M Approved per applicable codes. []Corrections required prior to approval. OM ENTS: . T w -~ Inspector: 1 141 Date: $58.0 REINSPECTI N FEE REQUIRE . Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Catt to sechedute reinspection. Receipt No.: Date: .s Z Z W fY � U O� N �. LU J F CO LL W O LL Q: �. = d. t— W, ZO j U —O llt Z U CO'. O Z t � INSPECTION RECORD ' Retain a copy with permit INSPECTIO14 N0. PE CITY OF TUKWILA BUILDING DIVISION ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 =3�0 Project: Type of Inspectio f Address:. Date Calle Special nstructi ns: Date Wanted:trfi! ✓ Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. i •' U paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. F: Receipt No.: Date: z �`� �_ .. � ._ .�. ..._ .. ..,Ne'1 .. _. ...... _. ..._... __ -l.: v. ._,.... ��r'•. A?!.:'. �... a .!•rna..�:ia1�J'w[iVMe +�:.a. aFa� /� t.e ..'.Y .. .�4 ., ti......1...:Y.Y .� Z Z LU I� C UO C0 i. J 1. TO LL, W O LL J. N = i s LU Z F- H O; Z t— U� O N 0 H W W H U' LL .. Z' W i— O F ' Z INSPECTION RECORD Retain a copy with permit INSPECT40N N0. PERM N CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 20 )431-36 Pr c : Type of Ins ction: Aadfes Date Called: Special Instructions: Date Wanted: a Requester: Phone No: Receipt No.: Date: Q Z Q � W Q � Q J U. U O_ 0 w= J ~ S2 V„. WO u_ N C �. O Z F- M U 0. O N W W U' L p ttl Z F � O . Z �--� paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. •+�k! ;;,, t{sySL'`kY'o"1?iYl�m:s ",s`:' "•ir?".'xn / Y•a: ^rt,.�^:F.t'r. r ; l :r, t ' ` ! ... INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER NO. CITY OF TUKWILA BUILDING DIVISION ; <' ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 1 -36 a: s.` Project* Type of Inspection: r Address: 2-� —f a Date Called: Special Instructions: Date Wante -J a.m. Requester: Phone No: 2w ppi ti't i, r 3 i� t ' S' C • i' 7 _ paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. ,'.. Receipt No.: Date: ML- Z W ec W U O" 0 W W. J �. CO IL W O 2� J. LL ?, a F W S Z I.. f.- O. Z I•— LLJ 5 U� O S2• 1-- W , S u- O W Z U N H H Z INSPEC'T'ION RECORD Retain a copy with permit C -C INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ;- » 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 P ect _ Type of Inspect•en r dd � � Date Called: Special Instructions: Date Wanted i m. Requeste . Phone N Approved per applicable codes. Corrections required prior to approval. 1 � L„ EM f J IM ✓ PF • — r WE - _ . Ji �rr �i L � 1 � �'� ••' WIN ` - Inspector: Date: rl a.� ...� $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: 1. i n 7 rj I Z QQ S � W L) 0 CO J CO) LL w 9 : LL j. `2 a = W H z UJ p, U co C) I— W W Z U. O w Z Z M INSP Ci�RECORD Retain a copy with permit ed 3 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981,88 (206)431 -367 Project: ?? , A2 tg A Type of Inspection: -�L Address. 17 - 4-12 Date Called: Special Instructions: Date Wanted: ,id"r f Requester. Phone No: Approved per applicable codes. Corrections required prior to approval. � • r ✓ $58.00 REINSPECTI6N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: i Z O � J U UO W= U) LL W O 90 LL j � �W Z O ,O .O H 2U LL O: W U =� O Z Project: Type of Inspection;,, i Address. 2,2.2,;7- Date Called: sp f -ri;tr Instructions: ate Wanted: ✓ � � p.m. Requester: Phone No: I Z Z W� U W J =, 1— U) LL W J w a: CO T O H X : Z� Z0 5. 9 , O F- W W, u' O .. Z to w I Z imp I J y ♦ J � I /f 1 ! .. MS� 1 I Z Z W� U W J =, 1— U) LL W J w a: CO T O H X : Z� Z0 5. 9 , O F- W W, u' O .. Z to w I Z INSPECTION RECORD ro Retain a copy with permit �S INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION .6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: Addr Z / � / a ,� Date Called: 2 7 Special Instructions: Date Wanted: � , a.m. p.m. Requester: Phone No: Approved per applicable codes. FI Corrections required prior to approval. t. Inspector: Date: r H$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: I Z z Z.. LU Q J V U O CO 13 W Co LL W O U. J Q U � _ C7 � W S Z �. l— O Z I•—i LU 5' O� D I-- W W. H V' LL O Li! Z, U N H H O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. .,CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, TukWila, WA 98188 (206)431-3670 P r oj* ef7. Type of Inspection: A ddress: - 7 Ive Date Called: 0 5 16 Special Instructions: Date Wanted: a.m., f i��r � � . Q O e4.1-rj- Requester C5 0 /111 1 P Y * Phone No U /D 01 �� e O3 -,;?a) App roved per applicable codes. Lj Corrections required prior to approval. E] 2 z. a. I ,pector: 4qj I Date: /G /vS $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, ceipt No.: I Date: I Z Z uj '0 0 CO) III W 3: C0 LL. WO M LL cr) TQ � LLJ: z 0;; z LU W 5 0 10 Cf)' W U X 0. Z � LU to 0 1z ��-+ ,G ... ara ��� 20070508000837 City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 IBM 00837 Above this line reserved for Recorder's use CONVEYANCE OF PUBLIC IMPROVEMENTS ,.7 Grantor/Borrower: Randy Roberts 218 17'' St NW Puyallup, WA 98371 Grantee /Beneficiary: CITY OF TUKWILA, a Washington municipal corporation Document Reference Number(s): D05 -013 Section/Township /Range: SE 10 23 4 Assessor's Tax Parcel Number(s): 017900 -1046 Property Address: 12227 47 h Ave. South, Tukwila Property Legal Description (abbreviated): 34 5 Allentown Add DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Page / of �— Z W J U U O: Co 0 W =' J � U.; w 0 J� U- V cy �- _; Z :z .W U j i o W w' I=- U w Z: 0 z The Grantor, 4./1d (_ oher , conveys, warrants, and dedicates to the CITY OF TUKWILA, a Washington municipal corporation, the following described public water /sanitary sewer /storm water utility improvements: APPROXIMATELY: i .. S Fifteen (15) feet of 3 / -inch type K copper pipe, one (1) each - 3 / inch water meter box with 3 / inch check valve and angle stop, one (1) water tap service, one (1) eight inch saddle, one (1) %" corp. stop, and all appurtenances. 3 , ENGINEERING COSTS: CONSTRUCTION COSTS: TOTAL: DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS $ 0.00 $2,200.00 $2,200.00 Page "� 0 f q r i r situated in King County, State of Washington. DATED this V' day of �?�tc1-�r , 200 �. GRANTOR: By: ~- (signature) —� )9 12 4 o (print name) d W v�Q.✓ (title) STATE OF WASHINGTON ) ss. COUNTY OF KING ) On this �� ' day of G)c-�� r , 200( , before me personally appeared l C�1� Rcl ✓1 , to me known to be the 0W III e. r of YES i d6l C e- a Wa corporat that executed the within and foregoing instrument and acknowledged the said instrument to be the free and voluntary act and deed of said corporation for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute and in fact executed said instrument on behalf of the corporation. Given under my hand and official seal this 16 * ' day of 0 c f-ol7 - -p- r , 200 u� N" Aiy� Type /Print Name ��;'y�, Notary Public in and for the :, State of Washington residing at 7'LK-J-)'1(� My Commission expires 0!` -�9 - O DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Page 0 of y r Z Z W J U: U O' U � W =` J ~; U. w o :3. � ��. w, 1--o Z !-+ U 0 � 10 0 w w . H V LL - o. LLi Z' . 0 f t } I i s DEPARTMENTAL APPROVAL: RECEIVED FOR FILING: QZLX� J99e Cantu, City Clerk DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Page / of I e �'�' D ESIGNS UNLIMITE STOCK PLANS ■ CUSTOM DESIGN FILE OOi�X !Permit Is . - _ .. _ .. - -- ,. -.,. I m- I Gravity L oad Anal FOR REVIEWED CODE COMPLIANCE MAR 2 8 2005 Vila DIVIS PLANI# 1254A/1 Beam Calculations using Beam Chek 2.4 Software and/or TJBeam 6. Software 12/2/2 crryor TU*IL4 JA N 1 2005 PERMITCCW M • 0 19613 st Ave S - Suite F - Kent WA 98032 • (253) 872-2580 - Fax: (253) 872-3649 ■ Email':ci� sigr��S i��d � c��si�� 'nWd.corn r 1 I i t� iS t7 <? BeamChek v2.4 licensed to: Designs Unlimited Reg # 8901 -9456 1254A/1 BEAM 1 n IN UPPER FLR AT STAIR Prepared by: DSF Date: 11/30/04 ° i Selection 1 -3/4x 9 -1/2 1.9E TJ Microllam® LVL Conditions Min Bearing Area R1= 0.8 in'- R2= 1.3 in DL Defl <0.01 in. Data y Beam Span 6.25 ft Reaction 1 LL 490 # Reaction 2 LL 783 # Beam Wt per ft 4.27 # Reaction 1 TL 626 # Reaction 2 TL 992 # Bm Wt Included 27 # Maximum V 992 # Max Moment 1255'# Max V (Reduced) 681 # TL Max Defl L 1240 TL Actual Defl L / >1000 LL Max Defl L / 360 LL Actual Deft L / >1000 Section (W ) Shear inz TL Defl (in) LL Defl 26.32 16.63 0.04 0.03 5.61 3.59 0.31 0.21 OK OK OK OK 21% 22% 12% 14% Uniform LL: 40 Uniform TL: 50 = A Par Unif LL Par Unif TL Start End 80 H = 100 0 3.5 270 1 = 338 3.5 6.25 ' R1 = 626 R2 = 992 j SPAN = 6.25 FT } Uniform and partial uniform loads are lbs per lineal ft. 9 C 7 :i i x E t-o (psi) ry (psi) c �psl x mll r-c (psi) Base Values 2600 285 1.9 750 Base Adjusted 2684 285 1.9 750 CF Size Factor 1.032 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 0.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 40 Uniform TL: 50 = A Par Unif LL Par Unif TL Start End 80 H = 100 0 3.5 270 1 = 338 3.5 6.25 ' R1 = 626 R2 = 992 j SPAN = 6.25 FT } Uniform and partial uniform loads are lbs per lineal ft. 9 C 7 :i i x E i BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 .1254A/1 BEAM 2 IN UPPER FLR AT HALL Prepared by: DSF Date: 11/30/04 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS '91 Min Bearing Area R1= 2.1 in R2= 2.1 in DL Defl <0.01 in. Beam Span 3.5 ft Reaction 1 LL 665 # Reaction 2 LL 665 # Beam Wt per ft 7.87 # Reaction 1 TL 845 # Reaction 2 TL 845 # Bm Wt Included 28 # Maximum V 845 # Max Moment 739'# Max V (Reduced) 473 # TL Max Defl L / 240 TL Actual Defl L / >1000 LL Max Defl L / 360 LL Actual Defl L/>1000 Uniform LL: 380 Uniform TL: 475 = A R1 = 845 R2 = 845 SPAN = 3.5 FT Uniform and partial uniform loads are Ibs per lineal ft. Attributes Section (in' ) Shear in TL Defl in LL Defl 850 Actual 49.91 32.38 0.01 <0.01 75 Critical 8.70 9.46 0.18 0.12 Status OK OK OK OK Ratio 17% 29% 3% 4% Ch Shear Stress 1.00 Cm Wet Use Uniform LL: 380 Uniform TL: 475 = A R1 = 845 R2 = 845 SPAN = 3.5 FT Uniform and partial uniform loads are Ibs per lineal ft. Fb (psi) Fv (psi) L (psi x mil) Fc! (psi) Base Values 850 75 1.3 405 Base Adjusted 1020 75 1.3 405 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 380 Uniform TL: 475 = A R1 = 845 R2 = 845 SPAN = 3.5 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 1254A/1 BEAM 3 IN UPPER FLR AT EXT. WALL Prepared by: DSF Date: 11/30/04 Selection 4x 10 MF #2 Lu = 0.0 Ft Conditions NDS'91 Min Bearing Area R1= 4 in R 2= 4.0 in DL Defl 0.04 in Data Beam Span 7.0 ft Reaction 1 LL 866 # Reaction 2 LL 866 # Beam Wt per ft 7.87 # Reaction 1 TL 1620 # Reaction 2 TL 1620 # Bm Wt Included 55 # Maximum V 1620 # Max Moment 2835'# Max V (Reduced) 1263 # TL Max Defl L / 240 TL Actual Defl L/>1000 LL Max Defl L / 360 LL Actual Defl L/>1000 Section (in' ) Shear (inl) TL Defl (in) LL Defl 49,91 32.38 0.08 0.04 33.35 25.26 0.35 0.23 OK OK OK OK 67% 78% 24% 19% Uniform LL: 248 Uniform TL: 455 = A R1 = 1620 R2 = 1620 SPAN = 7 FT Uniform and partial uniform loads are Ibs per lineal ft. 1 Z. W. N 0 CO) W; CO LL: H; :W O' 2 �! g J'. LL a' N � = C%, F- W: f Z Z. �.. r Oi Z P! . WW `: 0 V Ci 'O i0 1-- W W' X U! LL H: ui Z 0 O �Z �. r-o (psi) r-v (psi) t (psi x mu) Fc i (psi) Base Values 850 75 1.3 405 Base Adjusted 1020 75 1.3 405 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 248 Uniform TL: 455 = A R1 = 1620 R2 = 1620 SPAN = 7 FT Uniform and partial uniform loads are Ibs per lineal ft. 1 Z. W. N 0 CO) W; CO LL: H; :W O' 2 �! g J'. LL a' N � = C%, F- W: f Z Z. �.. r Oi Z P! . WW `: 0 V Ci 'O i0 1-- W W' X U! LL H: ui Z 0 O �Z �. �'� ESIGNS UNLIMITE STOCK PLANS • CUSTOM DES I G N Lateral Loa Analysis r- -- Plan — 1254A./1 Per 1997 UBC Wind Speed: 80 mph Exposure: 'B' Seismic Zone: 3 06/04/00 REVIEWED FOR CODE COMPLIANCE MAR 2 8 2005 cii;Tf rl SL)1LD1"!\'IGi DIV1510N The lateral analysis for the above named plan(s) has been personally reviewed by me. The lateral is in compliance with the 1997 UBC. RECEIVED CITY OF TUKWILA JAN 1 2 2005 PERMIT CENTER D05 -073 W D 0 co LLI UJ X� J �- LL ; 0 LLI 0: 2 5 D 0 () (1), '0 LLJ U. 01 Cd Z� 0 Z 19613se1st Ave S - Suite F - Kent, WA 96032 ■ (253) E372-25e0 n Fax: (253) 672-3649 ■ Email: designstudio @designsunlimited.com ■ G�SIG ris UNLIMITED STOCK PLANS ■ CUSTOM DES 1 G N To building inspector of concern: This letter is in regards to plan 1254A/1 for Peach Tree Development. It has come to our attention that the Engineering call out on the plans in the Upper Floor bathroom was not installed correctly. The problem is that the bathtub is not making it physically possible to install the engineering as it was called out. The most timely, and cost effective solution, is to change the lateral calculations to show a shorter shear wall. This new shear wall could be installed around the bathtub. The following Lateral plots are from the original submittal and the fix for the new shear wall. The change in the length of the shear wall in question, has not affected any other shear wall in the Lateral calculations. If you have any questions please call me. l Thank You V --- 4 Chad Ingham ith Designs Unlimited. (253) 872 -2580 19613 a 81st Ave S Suite F ■ Kent, WA 98632 0 (253) 872 -2580 Fax: (253) 672 -3649 ■ Email; designstudio @designsunlimited.com ■ { z WW ` D U U O. (0) W W =; N LL W O, LL �D = �W � Z I- W o W Z Z L'88 WES b , c T-uV99T Beez-GO-90 IT oll om I T X ................ .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . . . . . . . . . . . . . . . . T PA L'88 WES b , c T-uV99T Beez-GO-90 IT oll om I T X '. t ....... i 0•9T ............... ............................... ................. E 0•ZT S. S ' i • T T ..... T I 0'bS 02£ £ S E 2 T -tlbSgT 0002 -90 -90 T 1 Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 09:53:01 File: 1254A -1 Date : 06 -05 -2000 Page: 1 SUMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS Walls Parallel to Y axis Story .. - - - -- Line Wall - - -- - - -- SW -- LtHD - - -- RtHD - - -- 2 1 1• 3 1 1 2 1' 2 3 1 1 2 2 1 3 1 1 2 3 1 2 1 1 2 4 1 3 2 2 2 5 0 - - - 1 1 1 3 1 1 1: 1 2 3 1 1 1 2 1 3 1 - 1, 2, 2 3 1 - 1 3 1 g 5 5 1 5 0 - - - *-Exceeds table capacity SW selection based on file: W15HF10C.TBL -` one required HD selection based on file: HDUISTRP.TBL i ( 1 1 1 ODUISTRP.TBL i i I s. Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 09:53:01 File: 1254A -1 Date 06 -05 -2000 Page: 1 SUMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS Walls Parallel to X axis Story f- - - -- Line Wall - - -- - - -- SW -- LtHD - - -- RtHD - - -- j 2 A 1 1 - - I A 2 1 - - 2 g 1 2 2 C. 1 A 1 A 2 3 1 1 1 A 3 3 1 - 1 A 4 1 - - 1 B 1 2 1 C Exceeds table capacity SW selection based on file: W15HF10C.TBL - .None..required HD selection based on file: HDUISTRP.TBL t ODUISTRP.TBL ,..,,. Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 09:53:02 File: 1254A -1 Date : 06 -05 -2000 Page: 1 of 7 SUMMARY SHEET 'SEISMIC DATA: 1997 UBC Seismic Zone = 3 Z = 0.30 Occupancy Cat. = 4 I = 1.00 Soil Profile = D Ca= 0.36 Period = 0.17 Snow Factor = 0.25 R Y -Axis = 4.5 BSF Y -Axis = 0.200 R X -Axis = 4.5 BSF X -Axis = 0.200 WIND DATA: 1997 UBC1 .Wind Exposure = B Wind Speed = 80 Structure = Encl /Unencl Imp Factor = 1.00 Load Summary to Y to X Ht (ft) Level (K) DL Seis Wind DL Seis Wind --- - - - - -- -- 2 - 21.8 5.9 5.3 17.1 4.4 1.4 8.1 - Story 2 - 1 - 24.9 3.5 6.2 15.3 2.1 1.7 8.9 - Story.l. is i Base Total 9.4 11.5 6.5 3.1 r 1 z Designs Unlimited WOODCAD QLAT (Pro V4.0) 7 Time : 09:53:02 File: 1254A -1 Date 06 -05 -2000 Page: 2 of 7 { INPUT DATA - Walls Calc Plot Wall Length Wall Lt Trib Rt Dis Dis Dis Ht Shear Holddown DL Span Width Span $ (ft) (ft) (ft) (ft) (ft) (ft) (Ksf) (ft) (ft) (ft) WALLS Parallel to Y -Axis Story 2 Line 1 Wall 1 0.0 0.0 0.0 8.1 4.5 4.5 0.015 0.0 1.5 6.0 Wall 2 0.0 0.0 10.5 8.1 4.5 4.5 0.015 6.0 1.5 0.0 Line 2 Wall 1 14.3 14.3 0.0 8.1 9.5 9.5 0.015 0.0 0.0 0.0 Line 3 Wall 1 32.0 33.0 0.0 8.1 8.0 8.0 0.015 0.0 0.0 0.0 Line 4 Wall 1 38.7 38.7 0.0 8.1 8.0 8.0 0.015 0.0 1.5 0.0 Line 5 Wall 0 54.0 54.0 0.0 0.0 0.0 0.0 0.015 0.0 1.5 0.0 ;. Story 1 Line 1 ' Wall 1 0.0 0.0 0.0 8.1 4.5 4.5 0.015 0.0 6.0 6:0 Wall 2 0.0 0.0 10.5 8.1 4.5 4.5 0.015 6. -0 6.0 0.0 Line 2 Wall 1 14.3 12.3 0.0 8.1 8.3 8.3 0.015 0.0 9.0 2.7 Wall 2 14.3 18.3. 0.0 8.1 8.3 8.3 0.015 0.0 10.0 2.7 Line 3 Wall 1 32.0 32.0 0.0 8.1 8.5 8.5 0.015 0.0 7.8 0.0 f Line 5 Wall 0 54.0 54.0 0.0 0.0 0.0 0.0 0.015 0.0 0.8 0.0 WALLS Parallel to X -Axis ' Y Y X j Story 2 Line A { Wall 1 0.0 0.0 0.0 8.1 20.0 20.0 0.015 0.0 9.0 4.0 Wall 2 0.0 0.0 24.0 8.1 30.0 30.0 0.015 4.0 .9.0 0.0 Line B Wall 1 12.0 12.0 38.7 8.1 15.3 15.3 0.015 0.0 7.5 0.0 Line C 4 Wall 1 15.0 15.0 0.0 8.1 38.7 38.7 0.015 0.0 9.0 0.0 Story 1 Line A Wall 1 0.0 0.0 0.0 8.1 6.5 6.5 0.015 0.0 0.8 4.0 Wall 2 0.0 0.0 10.5 8.1 5.2 5.2 0.015 4.0 0.8 2.0 Wall 3 0.0 0.0 17.7 8.1 4.3 4.3 0.015 2.0 0.8 6..0 i Wall 4 0.0 0.0 28.0 9.4 26.0 26.0 0.015 6.0 6.0 0.0 1 Line B Wall 1 12.0 12.0 35.0 9.4 19.0 19.0 0.015 0.0 6.0 0.0 Line C 3 . uk _ CO) =. J CO) u- w 0 : J u- ?; CO O U Z � H- 0 z� �p O N. �6 W Z, U CO. Z '� Designs Unlimited WOODCAD QLAT (Pro V4.0) Time 09:53:02 File: 1254A -1 Date : 06 -05 -2000 Page: 3 of 7 INPUT DATA - Walls Calc Plot Wall Length Wall Lt Trib Rt Dis Dis Dis Ht Shear Holddown DL Span Width Span (ft) (ft) (ft) (ft) (ft) (ft) (Ksf) (ft) (ft) (ft) WALLS Parallel to X -Axis Y Y X Walla f 1 15.0 15.0 7.2 8.1 21.5 21.5 0.015 4.0 0.8 2.0 i i i ss Designs Unlimited WOODCAD QLAT (Pro V4.0) rl Time : 09:53:02 File: 1254A-1 Date : 06-05-2000 ------------------------------------------------------------------- Page: 4 of 7 INPUT DATA Diaphragms Build Dead Part Live Start Cant Ext Roof Slope Dimen Load Load Load Dia Dia Wall Front Back (ft) (Ksf) (Ksf) (Ksf) (ft) (Ksf) LINES Parallel to Y-Axis Roof Level Lines 1 2 15.0 0.020 0.00.0 0.025 0.0 N 0.015 7 7 Lines 2 3 15.0 0.020 0.000 0.025 0.0 N 0.015 7 7 Lines 3 4 15.0 0.020 0.000 0.025 0.0 N 0.015 7 7 Lines 4 5 12.0 0.020 0.000 0.025 0.0 R 0.015 7 7 Level 1 Lines 1 2 15.0 0.015 0.000 0.000 0.0 N 0.015 Lines 2' 3 15.0 0.015 0.000 0.000 0.0 N 0.015 Lines 3 5 12.0 0.015 0.000 0.000 0.0 R 0.015 LINES Parallel to X-Axis Roof Level Lines A B 54.0 0.020 0.000 0.025 0.0 N 0.015 P3 Lines B C 38.7 0.020 0.000 0.025 0.0 N 0.015 P1 Level 1 Lines A B 54.0 0.015 0.000 0.000 0-0 N 0.015 Lines B C 38.7 0.015 0.000 0.000 0.0 N 0.015 r i i z U O` N� cn w; Uj_ H N w' .W O. . U N a �w O` z z I-: U O w w' - O: ui z w co ) : O Z. FS a Designs Unlimited WOODCAD QLAT (Pro V4. 0) Time : 09:53:02 File: 1254A -1 '. Date : 06 -05 -2000 Page: 5 of 7 OUTPUT DATA - Shear Walls and Holddown Forces Line Shear(K) Wall Shear (klf) H Drag Force Holddowns CSeis Wind CSeis Wind - -- Lt Rt Left Rght /1.4 /1.4 W (K) (K) (K) (K) c WALLS'Parallel to Y -Axis Story 2 Redundancy Factor 1.00 Ln 1 0.6 0.7 Wall 1 0.064 0.081 1.8 0.0 0.0 0.4 0.4 Wall 2 0.064 0.081 1.8 0.0 0.0 0.4 0.4 Ln 2. 1.3 1.6 Wall 1 0.136 0.171 0.9 0.0 0.6 1.0 1.0 Ln 3 1.0 1.2 Wall 1 0.123 0.155 1.0 0.0 0.6 0.9 0.9 Ln 4 1.3 1.8 Wall 1 0.166 0.219 1.0 0.0 0.7 1.4 1.4 Ln 5 0.0 0.0 Wall 0 0.000 0.000 1.0 0.0 0.0 -- -- Story 1 Redundancy Factor 1.00 Ln 1 0.9 1.5 'Wall 1 0.102 0.171 1.8 0.0 0.0 1.5 1.2 Wall 2 0.102 0.171 1.8 0.0 0.0 1.2 1.5 Ln 2 2.1 3.5 Wall 1 0.124 0.208 1.0 0.0 0.0 0.9 0.8 Wall 2 0.124 0.208 1.0 0.9 0.9 0.9 0.7 Ln 3 3.7 6.5 �. Wall 1 0.435 0.766 1.0 0.0 1.9 5.5 5.5 !. Ln 5 0.0 0.0 Wall 0 0.000 0.000 1.0 0.0 0.0 -- -- f WALLS Parallel to X -Axis i. Story 2 Redundancy Factor 1.00 Ln A 1.3 0.6 Wall 1 0.027 0.012 0.4 0.0 0.0 -- -- Wall 2 0.027 0.012 0.3 0.0 0.0 -- -- Ln B 1.6 0.7 Wall 1 0.103 0.045 .0.5 1.7 0.0 -- -- Ln C 0.2 0.1 Wall 1 0.006 0.003 0.2 0.0 0.0 -- -- Story 1 Redundancy Factor 1.00 Ln A 1.9 1.3 Wall 1 0.046 0.030 1.2 0.0 0.0 -- 0.0 l } l Wall 2 0.046 0.030 1.6 0.0 0.0 0.1 0.1 Wall 3 0.046 0.030 1.9 0.0 0.0 0.2 -- Wall 4 0.046 0.030 0.4 0.0 0.0 -- -- Ln B 2.3 1.5 Wall 1 0.122 0.081 0.5 0.7 0.0 -- -- Ln C 0.4 0.3 Wall 1 0.017 0.013 0.4 0.0 0.0 i i z U O` N� cn w; Uj_ H N w' .W O. . U N a �w O` z z I-: U O w w' - O: ui z w co ) : O Z. 9 Designs Unlimited WOODCAD QLAT (Pro V4.0) Time 09:53:02 File: 1254A -1 Date : 06 -05 -2000 Page: 6 of 7 OUTPUT DATA - Shear Walls and Holddown Forces Line Shear(K) Wall Shear (klf) H Drag Force Holddowns CSeis• Wind CSeis Wind - -- Lt Rt Left Rght /1.4 /1.4 W (K) (K) (K) (K) WALLS.Parallel to X -Axis S- Support required beneath holddown L, t M- Manaul input of holddown 9 Designs Unlimited WOODCAD QLAT (Pro V4. 0) Time : 09:53:02 File: 1254A -1 Date : 06 -05 -2000 Page: 7 of 7 OUTPUT DATA - Diaphragms and Chord Forces H Dia Load Seismic Shear Wind Shear Chord Force - -- Seismic Wind Left Right Left Right Max at W (Kips) (Kips) (Klf) (Klf) (Klf) (Klf) (Kip).xxL LINES Parallel to Y - Axis Roof Level Lines 1 2 1.0 1.62 1.45 0.05 -0.05 0.05 -0.05 0.2 .50 Lines 2 3 1.2 2.00 1.80 0.07 -0.07 0.06 -0.06 0.3 .50 Lines 3 4 0.4 0.76 0.68 0.03 -0.03 0.02 -0.02 0.0 -50 Lines 4 5 1.3 1.48 1.41 0.12 0.00 0.12 0.00 0.9 .00 Level 1' Lines 1 2 1.0 0.96 1.63 0.03 -0.03 0.05 -0.05 0.2 .50 Lines 2 3 1.2 1.19 2.02 0.04. -0.04 0.07 -0.07 0.3 .50 Lines 3 5 1.8 1.34 2.51 0.22 0.00 0.36' 0.00 0:4 .00 LINES Parallel to X -Axis ' Roof Level Lines A B 0.2 3:72 1.18 0.03 -0.03 0.01 -0.01 0.1 .50. Lines B C 0.1 0.69 0.21 0.01 -0.01 0.00 -0.00 0.0 .50 Level 1 Lines A B 0.2 1.73 1.36 0.02 -0.02 0.01 -0.01 0.0 .50 Lines B i I i i I C 0.1 0.34 0.34 0.00 -0.00 0.00 -0.00 0.0 .50 _ s , s �QQ WD U O' N 0 uJ J ~ CO) LL; W O 01 N Z; ►= O w F-; ui o` U N . O W W, F= u. O: ui z: U CO Designs Unlimited LT 0.000 WOODCAD QLAT (Pro V4.0) Time : 09:53:03 0.000 RT 0.000 File: 1254A -1 -1.199 RT Date : 06 -05 -2000 LT -1.388 Page: 1 Res Moment: LT * * * * * * * * ** Detailed Calculations * * * * * * * * ** 4.934 LT WALLS Parallel to Y -Axis RT 3.673 Holddown LT 0.680 Story 2 Line 1 Wall 1 Height 8.1 SW Len 4.5 HD Len 4.5 Wt 0.015 1 Height Seismic 8.0 HD Len Wind Wt 0.015 ' Wall Force: Seismic 0.289 0.364 OTM 2.780 2.945 1.241 Uniform DL: j OTM 0.030 8.763 0.019 10.052 Header DL : LT 0.000 RT 0.090 LT 0.000 RT 0.056• Max Down LT -0.618 RT -0.708 LT -0.655 RT -0.711 Res Moment: LT 1.381 RT 1.745 LT 0.951 RT 1.120 Holddown LT 0.311 RT 0.230 LT 0.443 RT 0.406 Story 2 Line 1 Wall 2 Height 8.1 SW Len 4.5 HD Len 4.5 Wt 0.015 0.658 RT Seismic LT 0.931 Wind 0.931 Story 2 Line 4 Wall Force: 1 Height 0.289 8.1 SW Len. 8.0 HD 0.364 8.0 Wt 0.015 OTM 2.780 2.945 Wind Uniform DL: ` Wall Force: 0.030 1.329 0.019 1.753 Header DL LT 0.090 RT 0.000 LT 0.056 RT 0.000 Max Down LT -0.708 RT -0.618 LT -0.711 RT -0.655 Res Moment: LT 1.745 RT 1.381 LT 1.120 RT 0.951 Holddown LT 0.230 RT 0.311 LT 0.406 RT 0.443 Story 2 Line 2 Wall 1 Height 8.1 SW Len 9.5 HD Len 9.5 Wt 0.015 ` RT Seismic LT 3.005 Wind 3.005 Holddown Wall Force: '0.899 1.291 0.899 LT 1.627 RT 1.399 OTM 11.395 13.183 Uniform DL: 0.000 0.000 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -1.199 RT -1.199 LT -1.388 RT -1.388 Res Moment: LT 4.934 RT 4.934 LT 3.673 RT 3.673 Holddown LT 0.680 RT 0.680 LT 1.001 RT 1.001 Story 2 Line 3 Wall 1 Height 8.1 SW Len 8.0 HD Len 8.0 Wt 0.015 ' Seismic Wind Wall Force: 0.985 1.241 j OTM 8.763 10.052 ( Uniform DL: 0.000 0.000 ' Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -1.095 RT -1.095 LT -1.256 RT -1.256 Res Moment: LT 3.499 RT 3.499 LT 2.605 RT 2.605 Holddown LT 0.658 RT 0.658 LT 0.931 RT 0.931 Story 2 Line 4 Wall 1 Height 8.1 SW Len. 8.0 HD Len 8.0 Wt 0.015 Seismic Wind ` Wall Force: 1.329 1.753 OTM 11.556 14.196 Uniform DL: 0.030 0.019 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -1.445 RT -1.445 LT -1.775 RT -1.775 Res Moment: LT 4.363 RT 4.363 LT 3.005 RT 3.005 Holddown LT '0.899 RT 0.899 LT 1.399 RT 1.399 z Z , aa � J U. UO: w = -J CO) L W O LL =d ~i • Z f- Z O: Dp U 0 i W W: LL v N` O Z. r 1 Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 09:53:03 File: 1254A -1 Date : 06 -05 -2000 Page: 2 WALLS Parallel to Y -Axis Story 2 Line 5 Wall 0 Height 0.0 SW Len 0.0 HD Len 0.0 Wt 0.015 Seismic Wind Wall Force: 0.000 0.000 OTM 0.000 0.000 Uniform DL: 0.030 0.019 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -0.000 RT -0.000 LT 0.000 RT 0.000 Res Moment: LT 0.000 RT 0.000 LT 0.000 RT 0.000 Holddown LT -0.000 RT -0.000 LT -0.000 RT -0.000 Story 1 Line 1 Wall 1 Height 8.1 SW Len 4.5 HD Len 4.5 Wt 0.015 Seismic Wind Wall Force: 0.461 0.771 OTM 4.173 6.247 Uniform DL: 0.090 0.090 Header DL : LT 0.000 RT 0.270 LT 0.000 RT 0.270 Max Down LT -0.927 RT -1.197 LT -1.388 RT -1.658 Res Moment: LT 1.927 RT 3.021 LT 1.435 RT 2.249 Holddown LT 0.499 RT 0.256 LT 1.069 RT 0.889 Story 1 Line 1 Wall 2 Height 8.1 SW Len 4.5 HD Len 4.5 Wt 0.015 Seismic Wind f Wall Force: 0.461 0.771 OTM 4.173 6.247 Uniform DL: 0.090 0.090 Header DL LT 0.270 RT 0.000 LT 0.270 RT 0.000 Max Down LT -1.197 RT -0.927 LT -1.658 RT -1.388 Res Moment: LT 3.021 RT 1.927 LT 2.249 RT 1.435 Holddown LT 0.256 RT 0.499 LT 0.889 RT 1.069 Story 1 Line 2 Wall 1 Height 8.1 SW Len 8.3 HD Len 8.3 Wt 0.015 Seismic Wind Wall Force: 1.031 1.726 OTM 9.165 13.980 Uniform DL: 0.135 0.135 Header DL LT 0.000 RT 0.182 LT 0.000 RT 0.182 Max Down LT -1.104 RT -1.286 LT -1.684 RT -1.867 Res Moment: LT 7.952 RT 9.313 LT 5.920 RT 6.933 Holddown LT 0.146 RT -0.018 LT 0.971 RT 0.849 I Story 1 Line 2 Wall 2 Height 8.1 SW Len 8.3 HD Len 8.3 Wt 0.015 Seismic Wind Wall Force: 1.031 1.726 OTM 9.165 13.980 Uniform DL: 0.150 0.150 Header DL LT 0.000 RT 0.203 LT 0.000 RT 0.203 Max Down LT -1.104 RT -1.307 LT -1.684 RT -1.887 Res Moment: LT 8.417 RT 9.929 LT 6.266 RT 7.392 Holddown LT 0.090 RT -0.092 LT 0.929 RT 0.794 z u� D U O! CO w F- N LL W O: L L N d' = w' Z Z0 2= U 0. O N ,0 1- W W` U. F" W N. U = O ~` Z Designs Unlimited WOODCAD QLAT (Pro V4.0) x Time*: 09:53:03 File: 1254A -1 Date ; 06 -05 -2000 Page: 3 WALLS Parallel to Y -Axis _ + Story 1 Line 3 Wall l Height 8.1 SW Len 8.5 HD Len 8.5 Wt 0.015 Seismic Wind Wall Force: 3.699 6.511 OTM 30.801 52.741 Uniform DL: .0.117 0.117 s Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 1 Max Down LT -3.624 RT -3.624 LT -6.205 RT -6.205 3 Res Moment: LT 7.754 RT 7.754 LT 5.773 RT 5,773 Holddown LT 2.711 RT 2.711 LT 5.526 RT 5.526 Story 1 Line 5 Wall 0 Height 0.0 SW Len 0.0 HD Len 0.0 Wt 0.015 Seismic Wind Wall Force: 0.000 0.000 OTM :. 0.000 0.000 Uniform DL: 0.012 0.012 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -0.000 RT -0.000 LT 0.000 RT 0.000 Res Moment: LT 0.000 RT 0.000 LT 0.000 RT 0.000 Holddown LT -0.000 RT -0.000 LT -0.000 RT -0.000 Z W" J U; U O; N 0, U) =, M U.: J = d: .Z �r D ?O Ni W W '. LLO Z: O ~' Z.. Z W u� D UO. CO o. CO =' -J �. CO O W . L L Wa = w' H -0, Z LLJ Dp O CO) LL 0 Z U CO) O z Designs Unlimited WOODCAD QLAT (Pro V4.0) Time 09:53:03 File: 1254A -1 Date 06 -05 -2000 Page: 4 WALLS Parallel to X -Axis Story 2 Line A Wall 1 Height 8.1 SW Len 20.0 HD Len 20.0 Wt 0.015 Seismic Wind Wall Force: 0.531 0.237 OTM : 6.273 1.919 Uniform DL: 0.180 0.113 Header DL LT 0.000 RT 0.360 LT 0.000 RT 0.226 Max Down LT -0.314 RT -0.674 LT -0.096 RT -0.322 Res Moment: LT 54.270 RT 60.750 LT 31.447 RT 34.481 Holddown LT -2.400 RT -2.724 LT -1.476 RT -1.628 Story 2 Line A Wall 2 Height 8.1 SW Len 30.0 HD Len 30.0 Wt 0.015. Seismic Wind Wall Force: 0.797 0.355 OTM : 9.410 2.878 Uniform DL: 0.180 0.113 Header DL : LT 0.360 RT 0.000 LT 0.226 RT 0:000 j Max Down : LT -0.674 RT -0.314 LT -0.322 RT -0.096 I Res Moment: LT 131.827 RT 122.107 LT 75.306 RT 70.756 Holddown LT -4.081 RT -3.757 LT -2.414 RT -2.263 Story 2 Line B Wall 1 Height 8.1 SW Len 15.3 HD Len 15.3 Wt 0.015 Seismic Wind Wall Force: 1.576. 0.696 OTM 14.273 5.636 Uniform DL: 0.150 0.094 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -0.933 RT -0.933 LT -0.368 RT -0.368 Res Moment: LT 28.600 RT 28.600 LT 16.924 RT 16.924 Holddown LT -0.936 RT -0.936 LT -0.738 RT -0.738 Story 2 Line C Wall 1 Height 8.1 SW Len 38.7 HD Len 38.7 Wt 0.015 Seismic Wind Wall Force: 0.248 0.104 OTM 5.814 0.839 Uniform DL: 0.180 0.113 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 i Max Down LT -0.150 RT -0.150 LT -0.022 RT -0.022 Res Moment: LT 203.199 RT 203.199 LT 117.746 RT 117.746 Holddown LT -5.100 RT -5.100 LT -3.021 RT -3.021 1 Story 1 Line A Wall 1 Height 8,1.SW Len 6.5 HD Len 6.5 Wt 0.015 Seismic Wind Wall Force: 0.301 0.197 OTM 3.078 1.594 Uniform DL: 0.012 0.012 Header DL : LT 0.000 RT 0.024 LT 0.000 RT 0.024 Max Down LT -0.474 RT -0.498 LT -0,245 RT -0.269 Res Moment: LT 2.538 RT 2.679 LT 1.890 RT 1.994 Holddown LT 0.083 RT 0.061 LT -0,045 RT -0.061 Z W u� D UO. CO o. CO =' -J �. CO O W . L L Wa = w' H -0, Z LLJ Dp O CO) LL 0 Z U CO) O z Designs Unlimited WOODCAD QLAT (Pro V4.0) Time 09:53:04 File: 1254A -1 ,Date : 06 -05 -2000 Page: 5 WALLS Parallel to X -Axis Story 1 Line A Wall 2 Height 8.1 SW Len 5.2 HD Len 5.2 Wt 0.015 Seismic Wind Wall Force: 0.241 0.157 OTM : 2.462 1.275 Uniform DL: 0.012 0.012 Header DL : LT 0.024 RT 0.012 LT 0.024 RT 0.012 Max Down LT -0.498 RT -0.486 LT -0.269 RT -0.257 Res Moment: LT 1.737 RT 1.681 LT 1.293 RT 1.251 Holddown LT 0.140 RT 0.150 LT -0.003 RT 0..005 Story 1 Line A Wall 3 Height 8.1 SW Len 4.3 HD Len 4.3 Wt 0.015 Seismic Wind Wall Force: 0.199 0.130 OTM 2.036 1.055 Uniform DL: 0:012 0.012 Header DL : LT 0.012 RT 0.036 LT 0.012 RT 0.036 Max Down LT -0.486 RT -0.510 LT -0.257 RT -0.281 Res Moment: LT 1.157 RT 1.250 LT 0.861 RT 0.931 Holddown LT 0.204 RT 0.183 LT 0.045 RT 0.029 Story 1 Line A Wall 4 Height 9.4 SW Len 26.0 HD Len 26.0 Wt 0.015 Seismic Wind Wall Force: 1.204 0.787 OTM 14.765 7.401 Uniform DL: 0.090 0.090 Header DL LT 0.270 RT 0.000 LT 0.270 RT 0.000 Max Down LT -0.838 RT -0.568 LT -0.555 RT -0.285 Res Moment: LT 76.588 RT 70.270 LT 57.016 RT 52.312 Holddown LT -2.378 RT -2.135 LT -1.908 RT -1.727 Story, 1 Line B Wall 1 Height 9.4 SW Len. 19.0 HD Len 19.0 Wt 0.015 Seismic Wind Wall Force: 2.314 1.545 OTM 24.266 14.525 Uniform DL: 0.090 0.090 Header DL LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -1.277 RT -1.277 LT -0.764 RT -0.764 Res Moment: LT 37.526 RT 37.526 LT 27.936 RT 27.936 Holddown LT -0.698 RT -0.698 LT -0.706 RT -0.706 Story 1 Line C Wall 1 Height 8.1 SW Len 21.5 HD Len 21.5 Wt 0.015 Seismic Wind Wall Force: 0.368 0.273 OTM 5.101 2.215 Uniform DL: 0 -012 0.012 Header DL : LT 0.024 RT 0.012 LT 0.024 RT 0.012 Max Down LT -0.261 RT -0.249 LT -0.127 RT -0.115 Res Moment: LT 28.234 RT 28.002 LT 21.019 RT 20.846 Holddown LT -1.076 RT -1.065 LT -0.875 RT -0.867 t i z z= � u� D C.) 0. cn p W =. CO) L w O �a75 � H= z� z �- �p O N; p F- ui W H LL O Z; U N` z Designs-Unlimited Time :09:53:04 WOODCAD QLAT (Pro V4.0) Date : 06 -05 -2000 File: 1254A -1 Page SUMMARY �____________ OF ACCUMULATED HOLDDOWN FORCES @ LEFT END OF SHEAR WALL ..Walls Parallel to Y axis LEFT END SEIS WIND X Y Lt Lt NN, Story Line Wall Dis ft Dis ft HD HD -- - - - K K 2 -- __ - - - -- - - - - - -- - - - - - -- r 1 1 0.00 0.00 0.31 0.44 0.00 0.00 0.81 1.51 2 1 2 0.00 10.50 0.23 0.41 1 1 2 0.00 10.50 0.49 1.29 a V 1 i 1 t r y Y' ,11 Designs Unlimited WOODCAD QLAT (Pro V4. 0) Time : 09:53:05 File: 1254A -1 P� • Date : 06 -05 -2000 Page: 2 SUMMARY OF ACCUMULATED HOLDDOWN FORCES @ RIGHT END OF SHEAR WALL � Walls Parallel to Y axis t RIGHT END SEIS WIND X Y Rt Rt Dis Dis HD HD xi Story .Line Wall - - -- - - -- - - -- - - ft - - - -- - ft - - - - -- - K - - - - -- - K - - - - -- r 2 l 1 0:00 4.50 0.23 0.41 1. 1 1 0.00 4.50 0.49 1.29 2. 1 2 0.00' 15.00 0.31 0.44 1 1 2' 0.00 15.00 0.81 1.51 V 1 i 1 t t ,S Return to: ► 0 s A ► ay Af� TuKwl is WA ,i 20060206002207 `'',,,,._•''` � id•: 0a� BAs :ti ` 1 ss P . S 0 S6 Above th'is�•line:'reserved for Recorder's se JOINT SiDE.SEWER.EASEMFNT AI bAGR'EWENT �. "222'? ?tom : ,�' =fi VT Grantor: .: . �R6AY K6W ", o(tj Grarteel8eneficiary: m � iN ,. E � LfAt7 Document Reference Number(s).: ` $,6ctioM/Townshlp /lgange ::. ASessor's TAX Parcel "Number(s): D0 D d 1 D L/ (D Abbreviated Legal ;escrip #ion:" cis P-r plat it-cordeA ` �n V at u�e. •�::Z•..c'£ :• P���. � { l �.�e�' 1�flr • ��r� S aF �►r codv\ty A a 1 Var 4+ta• . a J Sr dd-AWMIM S) Wer Med I& rs&ud by Pic* t��gvrost.tEfle ' �r:rntnr'r:ati�ti0n.!lttly..: it t� � �Or i r � ire to i�a i • Page of •t • - Do5 a /3 z z wQ W . mi W JU U O D W= J N LL �j F- J U . a. c �. Zo 25 Do U O N` W U_ —o Z U= o� Z. :WHEREAS, the GRANTEE has requested a variance to Tukwila Municipal "Gbde., "I - 41. .034 for the establishment of a single side sewer to service two ....r buildings; and WHF-REAS, the City of Tukwila has granted this variance conditioned upon •..5.• L:,..,..r•' .:'' .• ,, 1, the re. ording of a joint side,sewe,•agreement and a hold harmless agreement between: hF GRANTOR An th ..bRANTEE, owners of Lot •B and Lot _A respectively, As described below and depicted on Exhibit A;• and °WHEREA*8, d of ; and�Lot ; ``share a common side sewer located Within the' °easemerii described;below and -:d picted on Exhibit A; and WHEREAS, Lot arid Lot _ have the potential to impact the flow of wastewater from,: he struct�ire located' upon both parcels, such that damages may result to either parbel from t(ie dther. This Agreement made and�en #ere into this day off::_,_ 200, by and between R&dq 6 " a " nd , _ 1 GRANTORS, owners of Lot B and his /tr ®r /. heirs,: successors and` assigns, and" _-.:•.filQ r` Liao .dnd , GRANTE88, owners of Lot A and his /hec /their /its heirs. successors and assigns:' Hereinafter referred to as the GRANTOR and'the'GOAN'l respectively. 1' ':LEGAL OESCRIPTIONS Lot Vot m e, Lot \ La-r 3 5 .glv ' Ativ ttowh GdJ: +d ��- �a }s: ='' ae^ Kin co. WA $ toc.k S':A1l�n -{-own !.Z OF F l Q f s Vc1a,..•..a 0119 K 1 eN Easement The- n orivtprl y 16 OF Iof3q BQC 5 AtI w a :. !a of plgVs pR9e- 100, 1< I n9 Co VVA. :... ..� Page _ of z �Z w, JU U O N o, C0 C0 LL' W J U- ?. c =w z �•. zo W w; 5: UD w w. H U. L 0 . ui z U CO) O H-• z.. _ .t' i 2. JOINT. SIDE SEWER the GRANTOR and the GRANTEE shall be solely responsible for the ,,.t' !naitAehancei and repair of the sewer line running from the structures on their ..:Pamela-- the,.jdint��ookup connection. B;- `- Both.,-the G RANTORand the GRANTEE shall be jointly responsible on an -equaf50 /5.0 basis for t6 q... and repair of the shared side sewer 1.04al tfhat-- 6xtQbds sew4r..$ervice rom. the City of Tukwila's sanitary sewer main f . and it cl�idin the joint #�bokuR' ion of the two parcels' private side sewers. C. Both the * GRANTOR and' the��GRAN•TEE shall be jointly responsible on an equal 50/50 basis for.;dat iages th6'i may d�cur• upon said pr6pertles due to improper maintenance; - or.-rep.. . of the si7ared side sewer lateral that extends sewer service from the, City' of Tukwila'�s:.eanitary s vier main to and including the joint hookup cortr is on Of the b pargeW private side sewers. D. The GRANTEE and the GRANTOR shall have:the.Aght'to establish backwat4Valve upon their private individual side.sea firer. #o prgtect;agalnst sewage backups 727 .t •, ..i...... ,,, N E. :- This;.Sectian is an appurtenant to this A re � pp g rnQiit and,s#� all run��wth the land;,:end tbe' #ertYis thereof. shall be for the benefit of the :GRANTEE ,,;- GAANT0R, hislher /their /its heirs, successors and assigns, and shall by binding. GRANT. PRANTOR, his /her /theirrts heirs, successors and..Assigri :. EASEMENT .. A. ,•. The.: GRANT ...;OR ;'''as,owner'of -1ot�, does hereby grant, convey, set over assign to the GRANTEE, as owner of Lot _, an easement for ingress,' egress and utilities aVer, 'a onf#, irt;'.upon and under the real property as described under legal ,Deecriptiorie gd P.:bge 1 of this document for the use and benefit of Lot B' GRANTEE shall haue the abligatior to mairitai � "the granted easement and to restore the easement to - its,.priot' candidon if any excavation or other disruption occurs in the use of the easement by theIGRANTEE. C. This easement is an easemerit.appprtenani, aMd shall run with the land; and the easement and terms thereof shall be i6r the of' the bRANTE his /her /their /its heirs, successors and assigns, and be . upon GRANTOR, and his /her /their /its heirs, successo"nd:`assigns. Page of - 7 . 4tti h . 7 ;i z Z ' V U O U CO) C0 IL w L Na =w z o w 2 U 0. o U o . ..z w O ~' z 411ARIVILESS - 10 r m h 1A k I ki n hGRANTEE and GRANT f :I ..'- '.; GRANTEE V 111 V 01WOO, i ndemnify and ..defend the CITY.•OF.,TUKWILA, its officials, members, employees, and agents all' liab Mies, pe 4ties, co*R&;- losses, damages, expenses, causes of action, cl�imi, dqmand.&,** m-drits, including reasonable attorney's fees, arising from .or in-brty qonrftctedi�fith q6y"'claimvr. cause of action including, without limit6tioh, t rtk :the to the 'full "t extint::permitted by law. Furthermore, B. GRANTED and OkAN.T.' agree `�demnify, hold harmless and defend the CITY 61771.1WI-Afror� aacrd agaiO"ttz" 6 ) hy' liabilities, penalties, costs, losses, damages., a expenses . causes demands or judgments, including, reasonable attorney! fee s, an S.' .. .. . sing-Ir6m or*"relatin g to any third party claim which challenges GRANTS t-?S'and- rid'h't'i :execu* a hd deliver this Agreement. 5. THIS AGREEMENT Is given milthobt cash consid ration, an. d'is.-for legally. • establishing an understanding for the use ofatingle.4id w r to serve tw.d parcels../ 6. TWS AG REEMENT shall be a covenant runnirfb m 6,abc we-OsOibO re prop6ttles-'and . burden said real estate, and shall betinOngion-tfie successors, helF* and ass.lgns.-. all parties hereto. N X S r r r .......... Page of _� A .:> z LI J ;0 Oi (0) D U) i W .W - r .-J F-� CO U.'. 0 � -J co: LU: z 01 z :UJ U D r 5 j o T;: W M .U- 0 : Z.- U1. CO), O . i i' ;'GRANTOR' GRANTOR By 'Date: Date: f c_ � Ywa 2 STATE OFWASHINGTON COUNTY OF KMO f 1q ;v On this day of ,. �Q L; `befoed a NotarZt Public in and for :... the State of Washingto ,persona appeardd ' and:, '''...;. ;` ;'' `to me known to 66:the individual(s) that execute,d.ti�e foregoing� instr�iMerit, and acknowledged it to be the free and voluntary act of said individual(s), €or the rises and purposes mentioned in this instrument, and on'oath Stated't at he /she /they was.Mere authorized to execute said instrument. IN WITNESS.WHEREOF, I have hereuntXsse my hand�jar�tl fiicial seal the dey ark ye r fir5t:above written. • Ar ..wraa�Na•�. • \ssio,�'••.. Name• NY, d-t Le, C�'a n�1 (seal 0 4 to '�%��'!�'', ' °NOTARY'-P.• UBLIC, in and for the State of �• y ' p s'' , MM ndtort residing at s �►� 9L/e , +? �• = = , ..: G?�:�a,f!1 tea . t,.�rr� 4 Ok WASN�.•� My: commission expires: Page of A X71, �.• • ':t '1 Mi. Z w L C W `D . UO moo. wi CO LL W O 9 IL CO) d . =w z o Uj- D o' o w w'' H U 0 ll l Z U =` ;z X t� N 460 Date.. GRANTEE M Date: /O(p STATE Or- COUNTY OF KING Of On this N' day e and for the State of Washington; p6lion" lyb ap peare d : :` -.,p.pei d" and - W 14 77.,10 me knq*n to biB•.the individual(s) that exe6ute acknowledged iflo be the free and voluntary; act 4f said in"8M& an p4p:q d .s'es mentioned in this instrument, and: orf fl.6 .. wa s: a6ihoriied to execute said instrument. JN WITNES$•.•WHEREOF, I have here'uhto set my hand:, Notary Public in to n rume.pt, a I (s), -fo r..t*.:h e,,.. 9' I %ks iat 1�`e /A'e/ffieyl rld.-b pal seal the Name: SLAe- F CA w (seag NOV RY.-PUBLIC, in and for the State of to I Ms.liing .1, re� ng at CIO N , Page o f A z 1 z -:� Lu, L16 0 LLJ C0 LL iu 0" LL <, w P LU: z z :�- 01 �—� W LLJ !0 co): Uj wi LL 0 Z �z '7 s I % L.. Y a --n R1 3 R z - i :NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARfiHAN UMENT. THIS NOTICE IT IS DUE TO THE,QUALITY_OF THE DOC _, • e :7 ' M 1 Y a --n R1 3 R z - i :NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARfiHAN UMENT. THIS NOTICE IT IS DUE TO THE,QUALITY_OF THE DOC _, �v tV tt i 1906 04 -05 -2007 RANDY ROBERTS 218 17 ST NW PUYALLUP, WA 98371 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: Permit No. D05 -013 12227 47 AV S TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writine and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 05/01/2007, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, t �Mar all, Tec ' ian xc: Permit File No. D05 -013 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax. 206 - 431 -3665 Z Z`, QQ� W� U O` Cl) o. W =. J N LL: 40, . a LL Q' N = d: H =, Z I— O Z I~ W fi O S2. O F—: W W LL 0 Z� C.) C&, Z FROM : R HORN ASSOCIATES CL - u= in t loot PHONE NO. : 253 631 5353 ` MAR. 08 2005 85:00PM P1 tIn .,l_H LA. L'�ry - ' G igs o, f Tukwila Public Works Dep /Engin eering Di FAX T RANSMITTAL , . . ,- - .' o N awe FAx Number: (206) 431 -3665 object: p each Tree Dove least _ �nr�.�.ww � •••i� Irr rr e�i�� i Message/ This summarizes our 5/24142 phone conversation: Comments For the two most northern homes. Public Works needs storm drainage talcs prepdred by a licensed civil engineer to demonstrate that storm drainage system placed in the ground by his contractor is a dequate. To prevent runoff from Individual driveways flooding the garage (since house foundations are lower then edge of the roadway), a trench drain *halt be installed for oath driveway. Driveway trench dreln can be tightilned into the storm drainage pipe; however, this additional driveway runoff need* to be Included in your engineer's calce and Puy require to make infiltration trenches in the beak of the two homes longer. There is room - for infiltration trench extension in the back of the homes. Design and calculations shalt be done per King County �- Surface Water Design Manual 1998 edition. Your other option Is to raise the finished floor of proposed two homos- �S o t j ( Kbf " ftkwfw PUMO WwA rZWWW XI •-WN SOVOL W BMi WOO, W A�n jF TIUKWILA CORREC ION L TR# ____� MAR 10 ZU05 PERMIT CENTER Z Z �w 6 2 rU Q (1)0 CO W __ CO U . w LLQ V) a = f. w Z F_ O Z �_ w U O CO oI— W �- O ui Z U= O Z 1"V_N5-olOA N 1 ` °oi � • 1908 February 28, 2005 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mr. Randy Roberts 218 17'' Street Northwest Puyallup, WA 98371 RE: CORRECTION LETTER #1 Development Permit Application Number D05 -013 Roberts Residence — Lot B —12227 47" Avenue South Dear Randy: 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 Departments. At this time, the Building, Planning and Fire Departments have no comments. Public Works Department Joanna Spencer, at (206) 431 -2440, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other ,t 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 messeneer service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Stefani Spencer Permit Technician encl xc: File No. D05 - 013 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 z W J U: UO CO) UJI moo` J (0) u_ WO u- CY =W :z . �- O. Z F—; D p: O N: W �U LL — O: ui Z U N'. O z r PUBLIC WORKS DEPARTMENT COMMENTS DATE: February 16, 2005 PROJECT: Roberts Residence -Lot B PERMIT NO: D05 -013 PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179 if you have any questions regarding s the following comments. Please provide additional information from the geotechnical engineer and your civil engineer regarding storm drainage design and fill out the attached King County Metro Residential Sewer Use Certification. It appears that in January of 2003 a sanitary side sewer connection was made from the stub fronting your property and then wyed to the north across your property to serve the adjacent house to the north at 12225 47 Ave South. A sketch was submitted to the City by the previous permit holder depicting location of sanitary sewer serving 12227 and 12225 47` Ave South properties. A private sewer easement and maintenance agreement shall be executed by both property owners and submitted to Public Works for review and approval before the property owner records it with King County. a mo w: UO N 0, co w. CO W LL Q. N D = a; W. ' ? O; z t-, �Q CO) 'Cl = Vi LL F=` V to z PERMIT COORD CO OPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -013 DATE: 03 -10 -05 PROJECT NAME: ROBERTS RESIDENCE -LOT B SITE ADDRESS: 1222747 TH AVENUE SOUTH Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision #_after /before permit is issued' DEPARTMENTS Building Division ❑ Fire Prevention ❑ Public Worksl( A., S-2640K Structural ❑ Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete ({� Incomplete ❑ Comments: DUE DATE: 03 -15 -05 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TOES /THURS R0 TING: 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: 04 -12 -05 Not Approved (attach comments) ❑ 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 a dd d WV UO N o J = S2 LL WO I_j L? =d �W z� �O w 2 �: U o. O CO W �- O .Z W CO O Z A PERMIT COORD COP'S PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -013 DATE: 01 -20 -05 PROJECT NAME: ROBERTS RESIDENCE - LOT B SITE ADDRESS: 1222747 TH AVENUE SOUTH Original Plan Submittal X Response to Incomplete Letter # 1 _Response to Correction Letter #_ Revision # + after /before permit is issued DEPARTMENTS: J1, Buil i Didislon ® Fire Prevention ❑ Planning Division ❑ Public Work , A I` Ij 2-11,D� Structural ❑ Permit Coordinator DETERMINATNON OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 01 -25 -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: j TUES /THURS R TING: 4 Please Route Structural Review Required ❑ No further Review Required ❑ i REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: DUE DATE: 02 -22 -0 5 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW IV Staff Initials: Documents/rouft sllp,doc PERMIT COORD COPY 2-28.02 z z M W J U: UO cn w CO) LL W O. LL Q ND = �W z o 5: VO O C& W W` LL O W Z U H X- O z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -013 DATE: 01 -12 -05 PROJECT NAME: ROBERTS RESIDENCE - LOT B SITE ADDRESS: 1222747 TH AVENUE SOUTH X Original Plan Submittal Response to Incomplete Letter # _Response to Correction Letter # Revision #_after /before permit is issued DEPARTMENTS: ���' 13 -0� Building ivi o � 10 n l� Fire evention I -�3�5 Q ��l �� ( -b -ps Planning Division Q Public Works Q Structural ❑ Permit Coordinator X DETERMINATION OF COMPLETENESS (Tues., Th rs.) DUE DATE: 01 -13 -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: a6 TOES /THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: 0 DUE DATE: 02 -10 -05 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COO "RD COPY Documents /routing sllp.doc 2.28.02 ❑ No further Review Required DATE: z Lul z . JU U 0 CO 0 co LU J = u f- . w 0 L� S �w z� �0 z�_ w LLj �o ON 3 H. w uj- UL O .. 0 COY 0 F, z 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: httpa1mm.ci.tukwila.wa.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: o Plan Check/Permit Number D05 -013 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name Roberts Residence — Lot B . Project Address: 1222747 th Avenue South Contact Person Randy Roberts Phone Number: P-5 3 g6 q- 9966 ,CIT`1 BF -rUKWI LA PERM,, cENXER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: (U Entered in Permits Plus on pplications orms- applications on me evision submittal Created: 8 -13 -2004 Revised: 9 Z Z W Q2 WD U M CO W J H CO L W O LL ¢ CO a = W Z �- I— O Z W F— 2 � U0 �O CO). .0 H; ZU LL Z Cd O �- Z t� City of Tukwila a/� Department of Community Development .♦ 6300 Southcenter Boulevard, Suite #100 2 Tukwila, Washington 98188 in ....�' . Phone: 206-431-3670 1905 Fax: 206 - 431 -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: �' `_� _ Plan Check/Permit Number: hM - 01 ❑ 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: Project Address: �� Z :i z4 —7 5 Contact Person: Phone Number: Summary of Revision: C / 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 app ications torms -app ications on fineVevision submittal Created: 8 -13 -2004 Revised: z �z �w WD J U: U O. 0 W= J N LL w � LL a CO d �w F— O w UJ �o ON D H. w W O iii z. CO O z .. . Rey'lential Sewer Use Certific 1 .on (To be completed for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council as a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740. (Please rint or t e p yP ) 1 Owner's Name Ht— a r (Last, First, Wddla Initial) k i' // Property Tax I.D. Number n rf 30 U --1 0 11 `HL Subdivision Name /11Le�TfDW+I Subdiv. # I r. Lot # 3 Block # (B gilding Name n � Y RS1J P31 Property �" Street Address r� a `f 7 City, State, Zip � L.Ll le LJ# ? 317,9 Owner's Mailing �y Address �S r 7 _5f N (If different from i I above) �LU. . �j (, , JV A ?' 9.75 Owner's Phone Number ?"6 q' - `M- ,6 Property Contact Phone Number Party to be Billed l5u h-e-- (if different from owner) Party's Mailing Address See- City or Sewer'District Date of Connection Side Sewer Permit 0 t,_> — V Demolition of pre- existing building? ❑ Yes (Ct No Type of building demolished ? J2 Im Sewer disconnect date? For King County use: `Account # Monthly Rate Six Month Due P � 4 S 7 S �. A t E•. f t•i l . h t 1: r, r.FxS ... l x lr � Residential Customer Please check appropriate box: Equivalent (RCE) Single- family 1.0 C CITY FTUKW O g ILA ❑ Duplex (0.8 RCE per unit) 1.6 � � R E C � Q El 3 -Plex (0.8 RCE per unit) 2,4 L T R # MAR 10 �ut)5 ❑ 4 -Plex (0.8 RCE per unit) 3.2 PERMIT CENTER ❑ 5 or more (0.64 RCE per unit) No. of Units x 0.64 = l I ❑ Mobile home space (1.0 RCE per space) f No. of Spaces x 1.0 = For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission f cor cte ao determination of a revised capacity / charge. Signature of Owner /Representative .,e Date Print Name of Owner /Representative `� rrL/L f 1057 (Rev. 0101) White — King County Yellow — Local Sewer Agency Pink — Sewer Customer Z SZ W QQ JU 00 w W fn u- u.I O U_ Q rn = �W Z O W W U0 ON .0 I— WW WU LL 1 � r — 0 W Z O z FROM FAX NO. :2538636902 Apr. 2 10:41AM PI I M 4 0 r 41L ono r r j I � ac � � S un lit AV I 1110 I $ as ad as <m p p m �n $ p R�q� '� I a 1 -T4 I �gj g I a I - IV <� a 3� , ssa Rz jig I j t HIM> � i4r us avr wr a arrr rr g 9 R Q g �� d��Yb p f y " " $�� b 3 € ��� g 9 � i ° � y € �Gi a �k��L���g f i g c ' 8 8 ��l � #�� i�3,y � � 2 �. > LAA �t o 4 >� F�4v��q��t��' �� ��'� �� � g� �a�����E" a •� tl� � i & 3� �g & � & °s &S €8 �€ N._.S� $$ €�� ��� � �P� �YaB yp � a � �Ed�� � a � r p y��•�� "� �P � � � �$��s$3R � € "s € � s €s� b e' �z �f£A3 � j �' � ' R g ' q �4 � ��S��d��d i H ° a > > Ig gin -1 CIS Lp OR � a 6 A ul > 19 �� . I u .. U) li t �i��' X - L lei I M M I --i PIZ > W upg r gp live lit I 9 fj ! opt I a I i fil lit > 1 * 2 > I -d�' r j z all I jig 9� � A D � � CO- Ito a Will fi €a or I r We 46 9 Gam" AMP FOUMIDATiON � a 294 91109 • I6' OTC. R-2I BATT INl9W OTC. O/ __ FINISH PER EL O/ FACE ST T AK E ee MALL Allt I M"NATION GAMER O/ SHEATHMI6r PER PLANN6 P.T�91LL PL117 Z - FI.ASNNS o� WoOD TRIM OPTIONAL 4 CANT. SLAB �.: � - • ... -� . - - • . � - STUB OUT 04X24' •v • • 24 . • - . (2) .4 CONT. TOP 44 VNIM • • 77 •: N '1 2 816 D iJ�►ilm Z &iIIE 4' GOM SLAB O/ 6 MNL. ViArM BAMM O/ 4 GRAN LAX I'11.L . ,. T3 (2) 04 COW. BOTTOM am FLAW MOM 1 PORCH 5LA5/FDN. SLAB 5 FENJIN5ULATED SLAB/EXT. 2x 97" • A 0 .0 . �" FPRBN I11E MW-^IW SIB tiG4 SUM AT * O�G. PLATE Nil/ V2' DLR1�TBt PINION PER E1�1/AT10N O/ BOLTS AT 4 04. 0 m BL OQr. PAFM OR app � , Ei OR Ot/ SWA M FM W LW P.T. XX W* AANOM BOLTS PNSR 81IEAR WALL SC1iEDU1.E 't' NMI. EMlBP.DIT 49 12- MAX FROf 569 Z- Fi.�19>IlN6 7' MNN. T 4' GONG. 0 .AB O/ 4' CANE SLAB O/ 6 M. VAPOR VARRIER O/ 6 M. VAFM 01AM RIEdt O/ n 4 4' GONG SLAB O/ 4 NJ. 4 GRANULAR FILL 4 6R ..AR O/ RT10 . i am - . 407 Job TWW LME , 6110M MAIN 04 %1M. • W Obi. 04 VERT. • W 0.6. 7. s • (2) 04 GON1: H07TOM (2) •4 WW. BOTTOM F SCALE s 1' • IW 4 8 SCALE s I' • I'-& TYP I CAL GAPA &E F_ND 13 INTERI BEARIN& INALL t • MiAgy TiON Norm I. V407 EN DIMENSIONS TAKE PRFGEMIGE OVER SCALED DMEMBION5. 2. ALL FOOTINGS TO HAVE A MINMJM DEM OF 19' BELOW FINISHED 6RADE. 3. STEP FORNDATIONS PER SITE CONDITIONS 4. ALL CONCRETE FOOTINGS TO REST ON FIRM UNDISTURBED EARTH YaTH MNM1M 2000 PSF BEARING PRESSURE {RMMt TO SOILS F49VW WFUEN REGMED). 5 ALL WOOD IN CONTACT WITH CONGRETE OR MASONRY OR EEO., V TO EARTH OR WEATHER TO BE PRESSURE TREATED 6. VERIFY ALL DI 4MOM AND FIELD CONDITIONS 1. PROVIDE TEWORARY BRACING AS RED. UNTIL ALL P 44AM lT C 14NMOTNONS AND STIFFENNO HAVE BW INSTALLED. D. PROVIDE DOUBLE LVL/JOIST OR SLOG OHO AT PARTITIONS ABOVE. 9. PROVIDE ISW FOUNDATION VENTS WITH V4' CORROSION RESISTANT WIRE MESH AS RSGOIRED PER CODE. 10. ■ DENOTES BEARING POW IN 2X4 POM' WAIL, PROVIDE MML (2) 2x4 STUDS • RMATED POSIT UNLESS NOTED OTHERWISE. 11. CRAYL SPACE TO BE A MMIMJM OF 18' BELOW FLOOR JOLT AND N2' BELOW BEAM OR 61RDERS WITH MM. 6 MIL BLACK VAPOR BARRIER GROUND COVER LAPPED 12' AT SEAM AND EXTENDED UP FOUNDATION WALL TO SILL PLATE TYIWAL. 12. ALL BEAMS TO 9E 4x10 •DI= (SEE SH ET I FOR Lt**M STRENCYTH VALUES). UNLESS NOTED OTII01441SE. 0. ALL POSTS TO BE 4x4 (4x& AT OEM SPLIGE0 TYPICAL UNLESS NOTED O'TH RYGM TYP • ISOLATED BEAM RUNS. 14. ALL ISOLATED SPREAD FOOTIN65 TO BE 24X14'xkr THICK WITH (2) 84 BARS BOTTOM EACH WAY, tq*xs6 NOTED OTHERMISE. LS FOUNDATION AWJM BMTS RESUIRE A M OF 2505-0)W PLATE KASHERS. UB.C. 006.61. FOOTI NCS 50HE MULE O 24' MWIRTM X 10' THK+K GONGRETE FOOTING WITH (2) •4 BARS EACH WAY. ) SW DU1NEiER X Cr TW (3) *4 BARS EACH WAY. JO' 24W THICK GONTWOU S GONG. 0 FOOTING YM 0) 04 BARS. • CEMM W TtnCWXA TCENTER D05w 13 r 9 Q J L. 11 2 O 2 ;1 SHI Li t i 6 'AA SCr1LE It W s I'-Q, dit E� °• � � It�1�1.A� '•• ' ' 84 VEM • I6' O�G. e '• r`� •s 04 coNr. eo�ITOM (2) 04 COW. BOTTOM am FLAW MOM 1 PORCH 5LA5/FDN. SLAB 5 FENJIN5ULATED SLAB/EXT. 2x 97" • A 0 .0 . �" FPRBN I11E MW-^IW SIB tiG4 SUM AT * O�G. PLATE Nil/ V2' DLR1�TBt PINION PER E1�1/AT10N O/ BOLTS AT 4 04. 0 m BL OQr. PAFM OR app � , Ei OR Ot/ SWA M FM W LW P.T. XX W* AANOM BOLTS PNSR 81IEAR WALL SC1iEDU1.E 't' NMI. EMlBP.DIT 49 12- MAX FROf 569 Z- Fi.�19>IlN6 7' MNN. T 4' GONG. 0 .AB O/ 4' CANE SLAB O/ 6 M. VAPOR VARRIER O/ 6 M. VAFM 01AM RIEdt O/ n 4 4' GONG SLAB O/ 4 NJ. 4 GRANULAR FILL 4 6R ..AR O/ RT10 . i am - . 407 Job TWW LME , 6110M MAIN 04 %1M. • W Obi. 04 VERT. • W 0.6. 7. s • (2) 04 GON1: H07TOM (2) •4 WW. BOTTOM F SCALE s 1' • IW 4 8 SCALE s I' • I'-& TYP I CAL GAPA &E F_ND 13 INTERI BEARIN& INALL t • MiAgy TiON Norm I. V407 EN DIMENSIONS TAKE PRFGEMIGE OVER SCALED DMEMBION5. 2. ALL FOOTINGS TO HAVE A MINMJM DEM OF 19' BELOW FINISHED 6RADE. 3. STEP FORNDATIONS PER SITE CONDITIONS 4. ALL CONCRETE FOOTINGS TO REST ON FIRM UNDISTURBED EARTH YaTH MNM1M 2000 PSF BEARING PRESSURE {RMMt TO SOILS F49VW WFUEN REGMED). 5 ALL WOOD IN CONTACT WITH CONGRETE OR MASONRY OR EEO., V TO EARTH OR WEATHER TO BE PRESSURE TREATED 6. VERIFY ALL DI 4MOM AND FIELD CONDITIONS 1. PROVIDE TEWORARY BRACING AS RED. UNTIL ALL P 44AM lT C 14NMOTNONS AND STIFFENNO HAVE BW INSTALLED. D. PROVIDE DOUBLE LVL/JOIST OR SLOG OHO AT PARTITIONS ABOVE. 9. PROVIDE ISW FOUNDATION VENTS WITH V4' CORROSION RESISTANT WIRE MESH AS RSGOIRED PER CODE. 10. ■ DENOTES BEARING POW IN 2X4 POM' WAIL, PROVIDE MML (2) 2x4 STUDS • RMATED POSIT UNLESS NOTED OTHERWISE. 11. CRAYL SPACE TO BE A MMIMJM OF 18' BELOW FLOOR JOLT AND N2' BELOW BEAM OR 61RDERS WITH MM. 6 MIL BLACK VAPOR BARRIER GROUND COVER LAPPED 12' AT SEAM AND EXTENDED UP FOUNDATION WALL TO SILL PLATE TYIWAL. 12. ALL BEAMS TO 9E 4x10 •DI= (SEE SH ET I FOR Lt**M STRENCYTH VALUES). UNLESS NOTED OTII01441SE. 0. ALL POSTS TO BE 4x4 (4x& AT OEM SPLIGE0 TYPICAL UNLESS NOTED O'TH RYGM TYP • ISOLATED BEAM RUNS. 14. ALL ISOLATED SPREAD FOOTIN65 TO BE 24X14'xkr THICK WITH (2) 84 BARS BOTTOM EACH WAY, tq*xs6 NOTED OTHERMISE. LS FOUNDATION AWJM BMTS RESUIRE A M OF 2505-0)W PLATE KASHERS. UB.C. 006.61. FOOTI NCS 50HE MULE O 24' MWIRTM X 10' THK+K GONGRETE FOOTING WITH (2) •4 BARS EACH WAY. ) SW DU1NEiER X Cr TW (3) *4 BARS EACH WAY. JO' 24W THICK GONTWOU S GONG. 0 FOOTING YM 0) 04 BARS. • CEMM W TtnCWXA TCENTER D05w 13 r 9 Q J L. 11 2 O 2 ;1 SHI Li t i 6 'AA SCr1LE It W s I'-Q, I „Z/1 i-,ZI 9 t .. lu r e M 9 u ri P n x o s e s r R a Oil p p R �sF a 4 4� �" •a� s F all a z A hh6-. d w 4 H O 0 Q C� N N� r seas n c�1 4 O a 0 0 w • 0 I ,.v -I'Ma , ..,I n c�1 4 O a 0 0 w • 0 I ,.v -I'Ma , ..,I r FRAMING MOTES -UPPER FLOOR 1. MTTEN 00 TAKE PRE EDENCE OlMM SCALED DIMENSIONS 2. PLATE HE16W VW M*5 FLOOR UNLESS NOTED O'TIERAIM S. ALL HEADERS TO BE 4x10. OF S2 UNLESS OTH EMSE NOTED, CHECK PLAN. EQUIVALENT PARAL LAM BEAM MAY BE 5tJB5T17UjcV IN PLACE OF BEAMS 4 HDRS. 4. BOTTOM OP FADERS TO BE V-8 TNS FLOOR UNLESS NOTED OTHERVIISE. S. ALL EXTERIOR WAILS 2x& MIN R -2i IH5ULATION IRIS NOTED OTHERWISE. 6. ALL FRAME NAILING TO SATISFY CHAPTER 25 UBr.,. BLOGK ALL PLYYHOOD ®6ES AND NAIL WITH 10d AT 6 TYPICAL ALL EXT. WALLS. ?. PROVIDE DOUBLE JOISTS OR BL.00KIN6 Y+LfERE PARTITIONS O CANt ABOVE. 8. PROVIDE SOLID BLOCKINS OVER SUPPORTS q. FIRE BLOCKING AT ALL P1.049IN6 PENETRATIONS 10. ALL STORASE AND SPAGE UNVER. STAIRCASES TO 13E FINISHED WITH SW TYPE IV &YPS M BOARD 11. • DENOTES SOLID BEARING UNDER C40MC ITRA'IED LOADS USE (2) 2x6 AT 6' WALLS USE (2) 2x4 AT 4' WALLS UNLESS NOTED OTHERWISE. 12. FINISH ALL ML.IN65 WITH SW GYPSH BOARD. 0. AT GARAGE USE :SW TYPE 'X' GYP. BD. AT ALL C4" 40K MALLS ALL CEIUNFs AND ALL EXPOSM BEAMS 14. FA6101 K LTI -LAM 2X BEAMS PER USCG. STNVARDS, CHAPTER 25, TABLE 29- 11 -•0-1, TYPICAL S. HAN6 M AT POWNE CONI6071ONS TO BE S*gVSOM OR rZaLft_ 16. ALL VOIDS TO 13E F1RE/bRAFT BL.00KM Pot Usia. SECTION IM M. PROVIDE GOVT. HANDRAIL AT STAIRS A Mfi'1 OF I V2' FROM WALL, REFER TO DETAIL I ON SHAT NO. 5. ib Ed= LOCATIONS OF FLOOR RE6151ERS 14. UPPER, MOOR FRAMING TO BE 2xi0 NF S2 FLOOR JOISTS a I6 TYPIGAL UNLESS NOTED OTHERM SE, PLAN SHOYTS DIREGTI K It • ,71 4 • • A 8 I i I I I i I i I I I I �A PEa WCOMER A 0 f • t ' t N N z Q a 1AAI7 0 M IMb 11 21 gl ipa; WYE v It 24 0 It S u a -AAA SCALE s LW s P-Op I 1 a • F o f s 10 g to m to a # n n 0 D O w 107 p f 15' -3 1/2" W b N N v a > ......,____ a� b p 9 m 15 ® o L A /P= 0 azz .� pA"4W OP UK Pm I& MV out"No UNumm ING mollt To CO MM4TION POR CAC44 � *Tm*?M WILT 1'IIN+t rout PLAN*, Tome r w&m ARI+ oorY oww IN A44ORDANOC Mu1A FUIPAL OTA71170. MPIROMTION BY ANY h!'IMOD OP ALL oR FORT or THM PL" OR VAMATIOW WIMP MIITNO ff MRITTlN.M MI "loN FROM 0WIANO UWIMI"D INC, It Y *RONINIUD. TNT MMNM AND ALL PRINT>7 TFWIPROM REMAIN T1! PR4ROltK OP val" "IMIMP INO. t_ 15' -5 1/2" 1. W -5 1/2" �. 3' -5 1/2" L 5' -4 1/4" � 5 5/4" r ROOF FRAMING NOTES 1. SHADED ARRAS DENOTE DUt-W FRAMING OVER ROOF FRAMM BEl.OK 2. ' 9 DENOT � , OAD SOLID ^ I ER UND WN�fROWW S. S. SEE FLOOR PLANS FOR STRUCTURAL BEANS AND HEADERS 4. ALL RAFTERS TO BE, 2x9 HF #2 AT 24 O.C. TYPICAL UNO. S. ALL TRUS5E5 TO BE AT 24' O.C. TYPICAL UX0. 6. PROVIDE ROOF VENTS PER SEC. 150'3 UBz. 9. ROOF PITCH TO BE 612, TYPICAL UNLESS OT EMSE NOTED. S. I9' O.H. TYPICAL 0 EAVES 4 6' O.H. TYPICAL s &ABLE ENDS, RAKES. q. APPPj0rvW ANCHORS SHALL Be LOW AT ALL CONNECTIONS OF RAFTERS, JACK OR HIP 7RIMSES TO MAIN G*QPVR TRUSS (PM TRUSS MANW.) V*13 E APPLICASL.E. PROVIDE 5 S1MP5ON' III F RAMIN6 ANCHORS AT EVERY RAF'IERIRU55 AT EACH END AND AT &ABLE END TRUSSES. 10. VENTED 13LOMH6 OVER SUF°PORTS. II. C4*H EY HEI&NT TO BE 2'-0' MIN. ABOVE ANY PORTION OF BUILDlN6 1M WH 10'-0` PER LEO SECTION 9102. (VWERE APPLIGABW 12. BRAGIN6s (STICK FRAMED AREAS ONLY) ' (2) 2x4 UP TO b' LOW ' (2) tub IO' TO *I4' L ONS. ' C3) 2x6 OVER 14' LONG. 13. PLATE HEISHM • MAFN FLOOR W4 TYP. U.N.O. • UPPER FLOOR W4 T p. USLO 14. TRU5SM ' CARRY 14=&R. STAMP. ' DO NOT ALTER WITHOUT BUILDING DEPARTMETR APPROVAL.. ' INSTALL AND BRACE PER MF°6R. SPEC. • NOWDEARIN6 WALLS SHALL BE HELD DOLM! FROM THE TRU56 BOTTOM CHORDS WITH AN APPROVED FA57TTER (s" A5 5114's N STG). IS CONTRACTOR TO VERIFY LOGATION OF ALL ROOF SUPPORT BRAUN& OR P05Tm AND PROVIDE ADEQUATE BEARFN& TO FOUIDATkK 16. HANfERS AT 1` CON NWTk*S TO BE SIMPSON OR EpAL. M NAIL ROOF SHEATIN& W/ 8D COMMON a 6' OjG AT PANEL EVCWS AND AT WALL PLATT BLOCKING AND 012' O.0 F IELP, TYPICAL PER UBC 23 -11$ -2 ROOF FRAMING NOTES • 71qE{ ..""NEERILLSrs PER UBG L0634.Z TTY{ EWMEER OF RECORD MV ALL REVIEK APPROVE AND NOTE ON THE DOCUIr mm THAT TfEY HAVE FOUND TO BE IN ORAL. CONFOPPOIZE YM TNLE DF516N OF 71IE BUIL PM. TIE 916 H2 MPROVl37 POCAME TS VA L THEN BE FORWARVW TO THE BUILDING OFFICIAL. FOR REVIM AND APPROVAL VWJM TO FRAmo RWAT:aTk . C41Y APPROVED VOCA94ENTS SHALL BE ON THE JOB SITE AT BEP6GTIONS TRUSS E 4611"WIN6f SHALL INCLUDE SPECIFIC 1WW BRJAGINIS REOMMAIMM ROOF VENT GALLS. PRIMARY ROOF AREA, 964 SeF: / 300 - 255 SF. 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WALL 3 SEGTI ON 4 SHEAR WALL o INT. FDN. FT'G SHEAR WALL ®ANT. F F THC� 1F1+0i0R J019T roweviaim TO WALLS LI10M .10W PARAW3. TO KAW 9HHE11RY�IAI.L PARAL1.Ea. wJ015T3 5HEJVQWIAl,L Tn JOISTS SHEAR WALL rm. SHEAR WALL - 5!E NOTE' FOR `.MBAR WALL. S!E SHE/�R YtlAll 2c STUD NICE HORIZONTAL FOR W '" _ _ RHON OR/AND BFnRRHd FLOOR JOIST SEE SEE FLAN 9G1EDfE.E TOR P eOITOM Mums ms SHE R p K�#" SHEAR WALL DIIPiRAGH NDTH3 FOR SHEAR WALL PARAIIB N RIM IOw - b• O�G_ N1LD� BOTTOM PI.. HAt m T W. SHEAR WALL Wd - 6' O,G 1 0 o R o m Ibd - b' 04. Na1U �A 1.i ! low S DIAPRAGM p�® 2X SOLID BLOOKM6 9 - IOd • Jow i 2c IJL HOWZ. DIAPHRAGM . Pte. N RIM IOd - b O.G. MN0.1 Wf0 BLOCK IS NOMMMIAL. DIAPHRAGM NMWI *d - G HORIZONTAL DIAT9RAf,M VlAFHPAM • 40 ' �'L d A • SPE WALL 0 - SEE NOTES FOR NAILM 9 - IOw • J015T � 'D Od - b• O.G TYP. a DIAPHRAGM BOTTOM P s mm • BO METAL STRAP `ow (M FLAW • Tw. SHEAR ? _ VOUBLE 0 8' O 61�G. SWE RAID w T I6d - 6 HAILDW - b• OG. am e,�}* S FLOOR JOIST - SM PLAM ' STA66M NA L945 *d o M2' ojo. ?x SOW BLOCKING 2t STUD WALL 9d - COOLER • 4 04. • 4-O' Ob. - FOR SM a SPACCM6 Y' SHEAR WALL N 10d • 6 TO TOP PLATE (we - NAILW6) VOL STUDS • MR STRAP Bf.00HCli46 DOla1' l E JOIST W W S - fbd INTO 2K NAILER W/ IOd - b' 04. FOR 6lHB NALED N *d • H2' O,G. - STA60 • 4H!' 0.0. mm FOR TYPICAL SHEAR WALLS a IIOmzowAL I FOR TYPICAL SHEAR WALLS a NORI?rOHf/1l. mm FOR TYPICAL SHEAR WALLS s Nomm Tm. i FOR TYPICAL SHEAR WALLS a HORIZDWAL � FOR TfPiG AR !' s IIORIZOHfAi � DIAPHrtAGH N WM6 SM PLM a T1tP. HOMES DIAPHRAGM NA LM SHE HOTS . 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GM N 6d GOOLFR K A" 9fa43ILE - 1 o 'r Olti P@IE•ETER HAL KS 9 -16d TO SOW • CMW VYWHR1Adm SMALL BL0CKW6 EA, !3O - BE 2a6 OR 2c6 >B.lC6 1 POSTAML. GRiPPLE � PIOST /D9L. CRFPLE � 5E PLAN r f 5tE PLAN Tyr. 0WAL LEP FLAT OVER THE BLV STRAP SM VIL SHEAR DETAIL HM STRAP H FOR MDR. R LR, H6d • 6' OL. Pj G 54 FOR TRPL .6f. 9�J0 FLAX FLAW �► ?x S'TW WALL 1 51X°PORT KEQ'D. NAG- W ALL F23469M • CMV9 Fm swAft ALL TYP s m*vARE9 • LEAST aw FRGM TYP_ SVL SHEETING IHALR46 S� LIDS AND E016ft OF fiM SM HOLD10m SCHE E LE SFCT" FOR AODilIONAL RM. EAR KALL 2 I SH EAR �i°ERPENDIGIJLAR 2 TYP G !T 2 HOI.DOY' ! DETJ4IL 2 ANT. HOLDON� I TAIL 5 WALLlL3EAM GON1�GTiOi�! 6 ALI & VVH MOM TOW-56W TO ROM T , I � �[ - ON Od • • o r sumit 2x BL,QG WALL SHEAR L I�W. • 4• QM 1.�!'4.amm ltd. PLAN 2c STHID fW1. PLrVO 7x STUD 1W.L • o PM L ::: � - Wd • 4 rC. Od NAILS • b• OL_ lw *- W 2c L' Lm w lW 058. w 2c mxo w fOd x 2L..• LOO _ _ 151E FLAW Od• b'". 0 br0.0. Od• 6tOL. 16do!H'04. •9•O�G PLYI"V OR 2x4 FL^'r 0 24' / �� LAP SHE MMO OR 2c BLOCK • a OR FROVI E ABW 2c LE+OM • 41' LAPONS4000OR OR HOLD Off FOR FRONDE A9W gLoclawo HEAMIDOIEIF .6T. OR HOLD O N FOR Q.P AN 5M HAHI. BItIGK/3TIAGf:IA DTL. AP AN6LEL TiAL owoa �pp� A P6t SR�IS. NAIL® POW SFEA NALEV b• OL- PER I£ 5 - FLAN 2V A�OG1! "d PR_ FLAT To br SEAM" ! SAW O 2x1% "OR TIWW FLAT RM TO am u � 9EJATHM6 6 9'l" O UVW *d Nf0 IFUDOW a iiOiOD ii�L1�iQ► }I • • b' Ol. f 6r oja d � RIFF PLY_ - - ad 0 IV O JOST At FLR im - J015T OR - - - - IRR im tV *d H3. OJM WALL. - OW Wd • 4 O �+�► ,� �y '�- = Ibd G EAp1 �4r.H�iG f 2c RR Jemm 2c FLR Jm W IOd f d' O�G. FLAW x :t' WHO -9 <` r • 9r OL_ TO VL VM. To X O 1r5 FLYIV' OD�� OG. � E 2c F1..6T OR !'V OSdL. lY 05H CAc FLAT Ea.iGE. PLAN FOR NOR 1 •SUPPORT R� am CHORD R!4 .JOIST OR Vm Cat Bi IMONALLR IUD FLR ism FAR 6Zf M 04313 a&-O not JOBrJS�,� Dom- VOL_ S � SLJOGKW 1 PER r - 5!E i FOR 6JitB�. CAN6 OItY? � � � H6d Bl�i FM PLAN ,{/ llf OF 64LM PAML 4 . 24 or- SK To F106T Pm Pot PLAN _ PER � - SHWA MLL HAL M S L SM SCl�E KAL _ 1fAL�r- SHE SEl 2A THUS w ro o !!F3)1H+d Li4T0 a016T f fLiOioR PLY. Od • b OGG. S ECU E ' MR Odoo • O.G. ML PAD PHIL PLAN 2 BAR KALL PARALLEL TO 7WA5 I SHEAR K4LL PARALLEL TO 7RESS MAILLABEAM CoONNW WMIM01WRO0R00E,GIA KFAL L5)1WMWMWRMWW,=WAL SF: � 3 SWAR IMAN85MM oET.al. As omm CffYOFTUKWILA TCoam 6 Oro 3 T 0 0 N Q N z Q J L 7 a *of P r T* 10 0 0 f 4 L LATERAL. ANALYSIS PER M" LJBC. METHOD 1. SIM ISM STRONs TIE C49WCTIONS PER CATALOG► 0-2003 2. WRITTEN[ DID TAKE PRECEDENCE OVER SCALEp DiNNS S. BASIC hVV SPEED = 40 MPH EXPOStARE CATAGORY = C. ZONE = 0 4. TRIBUTARY LOAD1N6n ROOM 200 DL t 25W LL = 459 TOTAL FLOOR. ISt DL t 400 L.L. = We TOTAL WAL.[.S: r-v* DL t ---- a 19 TOTAL 5 ALL FRAME NA JNS TO SATISFY GHApn3t 231St. mom ALL PLYMOOP Sabi: -5 ALL EXTERIOR SHEokTHM NAILED WITH IOd AT W OZ.. AND 12' Oat. (f ELD) IK.I5 S NoTep 01HB415F Typ 6• — DENOTES STRAP HOLD DOM LOCATION • VEN0 M BOLTED HOLD DOM LOCATION VENOTES SHEAR WALL LOCATION I. POR MATERIAL STF43OTM PLEASE SEE SHEET N. 8. PROYOE 252'j"w THICK STEEL MASHER AT ALL ANCHOR BOLT LOCATIOIS PER M7 UBG, SECTION NW6bJ2. 4. PAL LS "M GREA7M THAN 050 PLF MaRRE A M NR4 M OF 9x HERE .R AT AEUTT M PANS. EDGES AMP S" PLATES FOR WALLS BETPIEM 050 AND 600 PLF. ANCHOR BOLT SPAGM HAS OM DECREASM BY V2 N5E 2x Mme_ Mr TAME 29- 2- 41-1-1. 10. AT ALL MWIREP CORWR LOCATIONS PLACE STRAP HOLD DOWN SO THAT ¢ OF HOLD DOWN L5 w IN FROM GORNE3�, TYPICAL V2 A DOUBLE STRAP 15 , PLACE 50 THAT MV STRAP IN FROM COR1Ew, Tl'p 11. AT ALL REQUIRED y WOM LOGAT15016, PLACE STRAP HOLD DOM 50 THAT' 4 L OF HOLD DOM 15 I-wx OUr FROM wSE Op OPo8N6, T1fPIGAI. WE�BI A VOMM STRAP 15 RBagWp. MACE 50 THAT ENp STRAP ¢ IS I-V2' IN MOM EPfE OF OPEN045, Tyr. 12 AT AI.L REWARM DOOR LOGATIONk ALLOW 1-W TO STRAP¢ FROM DOOR ROUSH OFENIMS, MICH IS 2-W FROM DOOR EPSE ON PLANS THIS ALLOM I FOR DOOR PRAM MEN A V OUME STRAP 15 RBQ *Vt,D- , PLACE SO THAT END STRAP ¢ 151-W IN FROM ROIJb" , Np SCALE 8 1w = P-O' I • 3 d i i m 3 • 3 3 P , � r7 D05 r. z t a it r oil f L: Ll 0 ,.MwaAi r s HOLvom 6R III SMAE9 904 9TRON8 TIE HOLVOM Sbf%M 2005 CATAIA6 -10 -FIR VALUES FO"ATION LEVEL HIP HOLDOW 51W FASTENER ANCHOR GAP DETAIL N TYPE TYPE TO STUD DOLT KIPS N04BEI2 i STHV6 2) 2X- (24) I6d - - - 2Bdi STHH710 (28) 16d Sidi STHP14 (2) 2K- !bd 4.80 PHD6 Cv w(- mWow 5.48 PHbb 1W 2X_ C24MM 7/b' 6 6.50 b HDIOA 4X- (4) 7)b' # Ub e # q2O HDt4A 4X- (4) Is* 1` 12.28 e HD15 �) 1 6 I - 1/4' 14.46 HO-VIOVIN 6R 111 9PEGIlA3 r 9*4vm STRONG TIL HOLVIOM SIM'901�1 �tOi09 GATAlAPi -11� -FIR YN�S OTHER LEVELS HD IiOLDOMy FASTENER TIE GAP DETAIL a TYPE TO 5'ND ROD KIPS NJMi6ER G518f'Jh (18 IOd 127 (2) 0520(96') (16) Od EA 2A1 l?J Cf 18Cd6 59X- tOd EA 254 (2) 05160W) (28) 8d FA - - - 3.50 M5T72 ) IGd EA 5.80 (2) MST48 (4?1 !bd EA 8.92 (?) MIST60 (46) !bd E11 11.60 MST72 W I6d EA 11.60 HD15 X_ 1' • 5/4' 14 X13 HOLDOWN N '= 615NERAL N0110 A) "N"M CONCRETE COWRESIVE STRENGTH TO BE 25 KS1 (172 Wo). B) REFER TO MANJFACTtWEIW CATALOGS FOR M1NIM#JM DISTANCE TO FOUNDATION CORDER 0 RIEFM TO MANUFAGTURI9W CATALO65 FOP. MINNLJM BACKING MILER SIZE. D) REFER TO MANIFAGTl1ROW CATAL065 FOR ANCHOR BOLT EMBEDMENT DEPTH. E) POSTS AT HOLDOM- 2X i 4X (JBnmX 4 8 - _ _ *2 OR BETTER 6X ( 140mmX ) --- *1 OR BETTER F) THE ANCHOR TYPE HOLDOWJS AT OTHER LEVELS SHALL HAVE A PAIR, ONE ABOVE AND ONE BN9.0K TIED BY A THREADED ROD. 6) USE STH SK-1 FOR ST'FDB. STHDIORJ FOR STHDIO. AND STHDI4RJ FOR 5THDi4 M3RE RIM JOISTS ARE INSTALLED. (I� THE STUD FASTENER FOR STIM SHALT. BE 16d S*8QER5 . lU MNIMJM STEM WALL TO BE b' WIDE FOR I STORY BUILOINGS. b' WDE FOR BUU-VR4C-#S NAV1N6 2 OR MORE STORIES. �aoeAwsae� Nc. SEEAR VIIAI.- SGHMXLE 6R 1119PfG1E9 VW SHMAIMM W/ IOd BOX SHEAR WALL E PGE ANCHOR BOTTOM RIMA%X TO ALLOPI NOTES 5W SHEATHN6 MML049 BOLTS PLATE TOP PLATE SHEAR # THICK (SIM AN OC) (IN OC) (IN OC) (IN OG) OQ-F) 1 V2` 613 N 6d e 7 5/b` a 72 Wd a 12 16d a ST 010 5.6 2 U2 6B( 6d•7 5Wa64 16de6 A55a32mM8d 0." 5 3 7/W' RS N 10d 0 6 518` a 48 Wd e 5 I A95 a 24 wA2-8d 0-"0 1 7/W' R5 N IOid e 4 518' A 32 16d e 3 ASS e W mA2-8d 034 1.5 5 7/W R5 101d e 3 AW a 12 16d e 2 ASS a 12 W12 -8d 0.45 1, 2, 4 6 7116' R5 10d e 2 518' e 8 16d e 2 ASS e 9 nA2 8d !2 0 I.2. 4 'mw RS ( 10d 0 4 NW a 24 2 -16d e 3 2 A S 0 15 K42 -8d 0.72 1-4,1 8 7N6' RS (2) k d e 3 1 5/b' * 2-16d e 2 2 AJS ®I2 mA2-8d 0.90 1-4.1 9 7/16' RS f2J I 10d e 2 1 WW e 12 12-14-54 e 2 1 2-ASS s 9 2-8d 1.2D T FOR TOE NA1LIN6; 6B FOR 6YPtS M BOARD; RS FOR APA RATED SHEATMNG 9i$1R WALL. NO'IE9 -0-0- L NOTE:! AMPLY TO ALL BHPAR WN.l* A) FOR RATED SHEATHING PANELS, SPACE NAILS a 12 IN (903 t4Q O.C. ALONG R%ITE30-�TE FRAMAN5 M F E . B) BLOCK ALL PANEL E06M WITH MINH N 2x (5 r'WU BLOCKOr6. C,) APPLY HAILINS TO ALL ST1,105, TOP AW BOTTOM! PLATt'-r-s• AND BLOCKW -v. D) FRAMtIN6 TO be A MAXIKIM OF 24 IN (610 "OrG. E) FASTENERS SHALL BE DRIVBV FLUSH FSTH SURFACE OF SHEATHING_ F) PROVIDE SOLID aLOCAQNG IJN IXR THE SHEAR WALLS AT THE PIAFKRA6M TO ACCOMMODATE THE BOTTOM PLATE ATTACHf43IT 6) OFFSET PANEL JOINTS ON EACH SIDE OF WALL MINK N ONE STUD BAY_ 5PWAL MOTES FOR SHIM WAI.L9 (APPLY TO VIIAUS 5P6G>FiGALLY NOTW) 1) APA RATED SHEATHNN6 EM / EXP2 / EXT OR C,- / C.-D / STRICT. 11 PLYM000. 2) PROVIDE 3x'5 (76 M!" Ai ADJOW0 PANE EVSM W/ NALS STAGED. 9) PROVIDE MIN941M 9x (16 14Ntl BLOC.KlN6 OR JOISTS BREATH BOTTOM PLATE WITH BOTTOM. PLATE NAILS STAGEOREIP 4) WALLS NTH 6REATER. THAN WO PLF RN QWZ A t41allftm1 OF A 3x MEMER AT ABUTTING PANEL EDGES AM S L PLATES. FOR WALLS BETYEEN a50 AND 600 FLF, ANCHOR BOLT 5FAC449 KA6 BY V2 (IJSE 2x NII11BER9). 5) FPAMIIN6 TO BE A MAXR41M OF 16 EI (610 "q O.C. FOQ SWEAR Y+IALLS 1 MV 2. 6) ODE NAURS AT INIE' 04MATE SUPPORTS THE SAME AS W SF HAWN& IN SWEAR WALLS THAT USE 6WB 1.5HEAR V LLS I AND 2). 1) FOR SWEAR WAILS 2, 7. A. AND 9, PANG JOINTS SHALL BE OFFSET TO FALL ON DST FRAM20 YBWEER5 OR FRAM INS SHALL BE 3' NIOMQNAL OR THUCIQEK AND NABS ON EACH SIDE SHAi.L BE STA660W . aoocoei.sawa�s� 1. LATERAL ANALYSIS PER PM Uoi:% METHOD 1. 51MP5014 STRONG TIE CONNECTIONS PER CATALOG C- 20103. 2 WRITTEN DIMENSIONS TAKE PFREC13XaZE OVER SCALED DIMIENSIC06. 3 BASIC WIN IP SPA = 90 MPH E POSUFM CATAGORY = G SL35MG ZOM = 3 4. TRIBI) TARP. LOADINbr ROOF. 20« DL t 2561.1- = 456 TOTAL FLOOR: IP DL + 400 LL = 56 TOTAL WALLS: 15s DL ♦ = Be TOTAL 5 ALL PRANCE HAWN6 TO SATISFY CWIAInM 23 UBC. BLOCJG ALL PLYMOOD EEWAM. ALL EXTERIOR SHEATHINS HALED MM 10d AT 6` OL. OXWO AND Cr O-C. ( 9MP) t1HI 56 NOTED OT#63MSE� TYP. DENOTES STRAP HOLD DOWN LOCATION • VO40M SIMTED HOLD DOWN LOCATION • - - VENOM SHEAR WALL LOCATION 1. FOR MATERIAL STRENGTHS, PLEASE SEE SHEET 44. 8. PRO VIDE 25c25 ` THLGK STEM- FLASHER AT ALL ANCHOR BOLT LOCATIONS FUR 1887 WK. SECTION 1806.6J.Z 9. WALLS WITH GREATER WEAN 5150 PLF A i JM OF °.ix MAR AT ABUTTINW PANEL ED6&E AND SILL PI.AIM FOR WALLS BETMEN 360 AND 600 PLF. ANGWIOR BOLT SPACINkS HAS BEEN OEGREASEP BY L/2 ¢15E 2x ME► . UBG TABLE 23- 2- 11-M1. 10. AT ALL ROGUFMID C41144 ER LOCATIONS. PLACE STRAP HOLD VOW SO THAT t OF HOLD Dom IS 3` IN FROM col TYPICAL. YIEIN3l A DOUBLE STRAP IS RISGII.IFIED. PLACE SO THAT END STRAP t IS 3' IN FROM CORN. TYP. II. AT ALL RCGIRED MVM LOCAT14M. PLACE STRAP HOLD VOM 50 TNAT *. OF HOLD DOWN! 1511-112' OUT FROM EDGE OF OPHiNS. TYPICAL. M E'N . A DOME STRAP 15 FOWREP, PLACE SO THAT END STRAP ¢ 151 -1/2' M PRO" EVISE OF OPEHM. T1rP. 12 AT ALL R6GWJ1RED DOOR LOCATIONS, ALOON 1-U2' TO STRAP& FROM DOOR ROUSH OPPNN6, MICH 151 -V1' FRO14 VOOR EDGE ON Rte. im ALum 1` rom DOOR FRAME. FUM A 1DOUIXE STRAP 15 REi6&WEP, PI LACE 50 THAT E3D STRAP ¢ 15 1 -U2" IN FROM RWM OFEWO. TYP. SCALE s i/4' = P-cr t 0 RECEMED CffY PERWCENTM ma DD5 N b [ S&3& r vIvEl r. 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