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HomeMy WebLinkAboutPermit D05-040 - MALTSBERGER RESIDENCE - FOUNDATIONThis record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. D05 -040 Maltsberger Residence 1400533 rd Place South RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page #, 7 oc(e Exemption = 8rlef E plainatoty Description, Statuteftle The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security Personal Information — numbers are redacted to protect those Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information — expiration dates, or bank or other financial RCW 81 DR2 Financial Information — account numbers, which are exempt from 42.56.230(5) RCW 42.56.230(4 5) disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. 1 MALTSBERGER RESIDENCE 14005 33 PL S D05-040 C ity o. 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: cOukwila.wa,us DEVELOPMENT PERMIT Parcel No.: 1523049156 Permit Number D0S-040 Address: 14005 33 PL S TUKW Issue Date: 04/28/2005 Suite No: Permit Expires On: 10/25/2005 Tenant: Name: MALTSBERGER RESIDENCE Address: 14005 33 PL S, TUKWILA WA 1 Owner: Name: MALTSBERGER THOMAS +PATRICIA Phone: Address: 3331 S 140 ST, TUKWILA WA Contact Person: Name: GRETCHEN REYNOLDS Phone: 206 592 -1824 Address: 3058 S 200, SEATAC, WA F Contractor: Name: GIFFORD OLSON CONSTRUCTION INC Phone: { Address: P.O. BOX 2744, GIG HARBOR, WA Contractor License No: GIFFOOC977KF Expiration Date: 05 /06/2005 DESCRIPTION OF WORK: FOUNDATION FOR PLACEMENT OF A 1772 SQUARE FOOT 3- BEDROOM MODULAR SINGLE FAMILY RESIDENCE WITH 440 ' SQ FT ATTACHED GARAGE AND 168 SQ FT COVERED DECK. a PUBLIC WORKS ACTIVITIES INCLUDE: TESC, STORM DRAINAGE INCL. INFILTRATION FOR DOWNSPOUTS, DRIVEWAY ACCESS, AND STREET USE FOR UNDERGROUNG POWER & DRIVEWAY WITHIN ROW. WATER DIST. 125 & VAL -VUE SEWER DIST. Fees Collected: $3,389.43 Value of Construction: $157,963.88 Type of Fire Protection: NONE International Building Code Edition: 2003 3 Type of Construction: VB Occupancy per IBC: 22 Public Works Activities: ' Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N i Sewer Main Extension: N Private: Public: Storm Drainage: Y i Street Use: Y Profit: N Non - Profit: N doc: IBC- Permit D05 -040 Printed: 04 -28 -2005 Z Z. '~ w � D UO U) 0` J F_ CO LL w LL Q to a H= z� Z� W UJ �o O _; o �_ w H U. —O lli Z f= _: O F Z Water Main Extension: Water Meter: City ox Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tulnvila.wa.us N Private: N * *continued on next page ** Steven M. Mullet, Mayor Steve Lancaster, Director Public: 1 doc:IBC- Permit 005 -040 Printed: 04 -28 -2005 I r i Z QQ i� Z mo w. U O to O CO) =' J w 0; LL Q Z CY` Z� Z F— D' U 0, O tA; WW � 0 .. Z:. W U_ COY :. . O Z 1 ...... qty of �� JO 1908 City oA '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: ci.tukwila.wa.us Permit Number: Issue Date: Permit Expires On: Steve Lancaster, Director D05 -040 04/28/2005 10/25/2005 Permit Center Authorized Signature: y 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. The granting &ion it does not presum to give authority to violate or cancel the provisions of any other state or local laws Z regulating con L erform work. a authorized to sign and obtain this developme permit. Signat Date: Print Name: (� (/ /'I, This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC - Permit D05 -040 Printed: 04 -28 -2005 Z Z �w D UO LU J � N U. wO U. to D = CY �w Z �.:. ' HO Z~ �5 U� ,O CO. w w. LL O ui Z: U N. O Z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 1523049156 Address: 14005 33 PL S TUKW Suite No: Tenant: MALTSBERGER RESIDENCE Permit Number: Status: Applied Date: Issue Date: DOS -040 ISSUED 02/03/2005 04/28/2005 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 5: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 6: All wood to remain in placed concrete shall be treated wood, 7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 8: Manufacturers installation instructions shall be available on the job site at the time of inspection. 9: 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. 10: 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). 11: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 12: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits 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 Building Official from requiring the correction of errors in the construction documents and other data. 13: A separate permit shall be required for the shed roof as indicated on the plans. 14: Details shall be provided by a design professional that show how the shed roof is supported by the roof below and how it all ties togehter. (R105.1 and R106.1.1). 15: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** doc: Conditions D05 -040 Printed: 04 -28 -2005 Z '~ w JU 00 C0 W �LL w L L CO) D = �w z E- O Z 11-- W U� O N. off w L O ..Z UN z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 16: Contractor shall notify Public Works Utility Inspector Mr, Greg Villanueva at (206)433 -0179 of commencement and a completion of work at least 24 hours in advance. z �? 17: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. �w D 18: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be JU CO o underground from the point of connection on the pole to the house, W = J H 19: Any material spilled onto any street shall be cleaned up immediately. N U_ w O 20: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). u_ co D 21: A bond or cash equivelant in the amount of 150% x cost of work within the City Right -of -Way, made out to the City of w Tukwila for possible property damages caused by activities. z 22: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation H O w w off -site or into existing drainage facilities. o v co 23: Driveway shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope p shall be a maximum of 15 %. Turning radii shall be a minimum of 5'. w w U 24: Driveway shall be paved for a minimum distance of 20' from the edge of the existing road pavement. U. 0, — z 25: Verify suitability of soils prior to installation of infiltration trenches. Complete soils investigation and /or conduct v N failing head percolation test. 0 26: ** *FIRE DEPARTMENT CONDITIONS * ** Z 27: Fire hydrants are required as detailed in City Ordinance #2052. 28: In lieu of a fire hydrant, an approved residential fire sprinkler system may be installed when vehicular travel distance from the nearest hydrant exceeds 250 feet. 29: For short plat development (four single family homes or less), hydrants shall be placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #2052) 30: Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 -1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 -1/4" Pentagon open -lift operating nut. (City Ordinance #2052) 31: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 32: These plans were reviewed by Marshal 51. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Conditions D05 -040 Printed: 04 -28 -2005 PENIVII li GOORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -040 DATE: 03 -25 -05 PROJECT NAME: Maltsberger Residence - Modular Foundation SITE ADDRESS: 140xx 33 Place South Original Plan Submittal Response to Incomplete Letter # 1 Response to Correction Letter # Revision #after /before permit is issued DEPARTMENTS: AwL 4 -1Z -o bfn 0� Bui) in Di v ision Fire Prevention r Planning Division Q Public Work Structural ❑ Permit Coordinator vaw_ Works 4 -0_'os AK DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete [� Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS 7tructural ING: ute Please Ro Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS DUE DATE: 04 - -05 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY Documents /routing slip.da 2 -28.02 DUE DATE: 03 -29 -05 Not Applicable ❑ ❑ No further Review Required ❑ DATE: z Imo. i� w � JU UO J = CID U_ w LL ? co d = w Z� �O z�_ w w U� O N` 0 F_ Lu U LL ~O. . z . U= Z :.� Cif of Tukwila is 1964 Department of Community Development 16300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 r • i s 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. a 3 Signatur Date: L -O g Print Name: e d�- 3 . } e I .. i S i f i, I i i j i, i i doc: Conditions 005 -040 Printed: 04 -28 -2005 Z 1� W ug' V O CO ) W J N LL. W F J U- ¢, CO)d H =. z P! zO �D U �. i'O N WW 111 Z U= O F" Z J+ wW ,w CITY OF TUKWILA ,� Community Developmen f " Public Works Department ' Perinit Center 190° 6300 Southcenter Blvd., Suite 100 • Tukwila,. WA •98188' .. Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION rd P Site Address:rp-i Tenant Name Property Owners Name: Mailing Address: 3' King Co Assesso'r's Tax No.: Suite Number: Floor: New Tenant: ❑ .... Yes ❑ ..No City State Zip , .CONTACT PERSON Name �r�-�;i�,� ('ec� I e Day Telephone: e9 Mailing Address: , 'J Z5 y. IiLJJ17 "1 n (`� 6 ,,J City State Zip E =Mail Address: Ll ' CO City Number: GENERAL ONTRACTOR INFORMATION - (Mechanical Contractor information on.back.page) Company Name: j zc L Mailing Address: (?b t ._ #__ N CJA /�,, / V'T City Stale Zip Contact Person: Y (�C Day Telephone: L9J" E -Mail Address: Fax Number: Contractor Registration Number: T—//v Je Cn Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARC, CHITECT OF RECORD - All plans must be by Architect of Record Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: ENGINEER OF RECORD. =Ali plans must be wet stamped by Engineer of Record Company Name: / Mailing Address:_ Contact Person: E -Mail Address: \permits plus \icc changes \permit application (7.2004) Page 1 C �, 737I City State Zip Day Telephone: 3� Fax Number: Z ;3: Z �w UO O W= t— Cf)LL w LL Q S2 a = W Z �. WO LIJ U rn a H wW - W Z U= O f- Z BUILDING' PERMIT INFON = 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 22��00•t3t Scope of Work (please provide detailed information): /KL Existing Building Valuation: $ J OF12 hdAII nc, l? 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 of the foundation of all structures plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): q4 Floor area of principal dwelling: " Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: _ Compact: Handicap: Will there be a change in use? ❑ ....Yes [:]..No If "yes ", explain: FIRE PROTECTIONIHAZARDOUS MATERIALS- FT. Sprinklers ❑..Automatic Fire Alarm .None El. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes No If "yes ", attach list ojmaterials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets. %permits plusUcc changes \permit application (7.2004) Page 2 Z w tY � JU U U) ❑ CO LLI J 3: (0 u. wO La = �W Z� 1- O Z f_ �5 U ON ❑H WW H� O 111 Z U =. O� Z Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I" Floor 2 nd Floor 3 d Floor Floors thru .Basement Accessory Structure* Attached Garage 44 0 Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): q4 Floor area of principal dwelling: " Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: _ Compact: Handicap: Will there be a change in use? ❑ ....Yes [:]..No If "yes ", explain: FIRE PROTECTIONIHAZARDOUS MATERIALS- FT. Sprinklers ❑..Automatic Fire Alarm .None El. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes No If "yes ", attach list ojmaterials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets. %permits plusUcc changes \permit application (7.2004) Page 2 Z w tY � JU U U) ❑ CO LLI J 3: (0 u. wO La = �W Z� 1- O Z f_ �5 U ON ❑H WW H� O 111 Z U =. O� Z I , 1 S 1 ,.i `. i 1 a Please refer to Public Works Bulletin #1 for fees and estirndte sheet: W er District. ' " y ukwila Water District # 125 O .. Highline . ❑ ...Renton .. Water Availability Provided Sewer District ❑ ...Tukwila K El.. 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 Apmlication (mark boxes which a U... Civil Plans (Maximum Paper Size -22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ El.. in(surraance ` ❑ .. Easement(s) Pr'+O osed Activities (markWxes that amply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance / ` f ..Construction/Excavation/Fil1- Right -of -way V Non Right -of -way ❑ .. Geotechnical Report ❑ ... Traffic Impact Analysis El.. Maintenance Agreement(s) , ❑ ... Hold Hhrmless r El .. Right -of- -way Use - Profit for less than fko urs ❑ .. Right -of -way Use — Potential Disturbance [� ...Total Cut cubic yards El.. Work in Flood Zone u ...Total Fill cubic yards `� Storm Drainage y ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation �.. Utility Undergrounding ❑ ... Sdnila k Sewef ❑ .. Abandon Septic Tank ❑ ...Cap or Remove Utilities ❑ . Curb Cut ❑ ..Frontage Improvements Pavement Cut `9..Traffic Control ❑ .. Looped Fire Line ❑ ...Backflow Prevention - Fire Protection " Irrigation " Domestic Water " 1 Z� ❑ ...Permanent Water Meter �ize... WO# []...Temporary Water Meter Size.. is WO# ❑ ...Water Only Meter Size............ WO# ❑ ... Sewer Main Extension ............ Public Private ❑ ... Water Main Extension ............. Public Private ❑ ...Deduct Water Meter Size ........ " FINANCE INFORMATION Fire Line Size at Property Line ❑ —Water ❑ ...Sewer Monthly Service Billing to: Mailing Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment water Meter Retund /13alin • Name: f OYyL 6w b oi w Day Telephone: Mailing Address: �3�, JOI��'�- (�� * t k 1cwi ` � � � City S Zip *rmits plus%ice changestpermit application (7.2004) Page 3 Z Z '~ W t 2 JU 0 D W �, �LL W O U. Q cl) = W H Z F. 1— O W ~ W U CO 0H W U LLO ..Z W U= O Z PUBLIC WORKS' PERMIT, I TION - 206- 433 -0179 , Scope of Work (please provide detailed information): "©l '77 vykd ld ulwr MECHANICAL PERMIT INFOFPMON — 206- 431 -3670 MECHANICAL CONTRACTOR INFORMATION �- , Company Name: Mailing Address: City Contact Person: Day Telephone E -Mail Address: Fax Number: Contractor Registration Number: l /Iwb�r� Expiratio at( ,es State * *An original or notarized copy of current Washington State Contractor License must a presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ 1W 74) Y &t7o- CT Scope of Work (please provide detailed information): Use: Residential: New .... ['� Replacement..... Commercial: New .... ❑ Replacement.... Fuel Type Electric..... Gas ... .❑ O r: _ Indicate type of mechanicat l being installed the quantity below: Unit Type: Qty Unit T Qty Unit Type: Q Boiler /Com ressor: Q Furnace <100K BTU Air Han ing Unit >10,000 Fire Damper 0 -3 HP /100,000 BTU CFM Furnace>l00K BTU Ev orator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace )Ventilation Fan Connected Thermostat 15 -30 HP /1,000,000 BTU to Single Duct Suspended/Wall/Floor Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Mounted Heater Appliance Vent Hood and Duct Water Heater 50+ HP /1,750,000 BTU Repair or Addition to Incinerator - Domestic Emergency Heat/Refrig/Cooling Generator System Air Handling Unit Incinerator — Comm/Ind Other Mechanical <I0,000 CFM Equipment PERMIT. APPLICATION NOTES - .Applicable to all permits in this application r 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 CE IFY THAT I HAVE RE ND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF E UR Y THE LAWS TESTATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 ORIZE N Sign ure: Date: _ Print Name: I\ Day Telephone: Mailing Address: City State Zip Date Application Accepted: Date Application Expires: Staff Initials: %permits pluslicc changeslpennit application (7.2004) Page 4 Z ~ W UO co CO C3 C0 U_ WO 95 W? D = W H Z t... i— O W F- �5 UC3 N C3H W I— C.) . L O .. Z W U= O Z City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 1523049156 Address: Suite No: Applicant: MALTSBERGER RESIDENCE t Receipt No.: R05 -00556 Initials: SIBS User ID: 1165 I Permit Number: D05 -040 Status: PENDING Applied Date: 02/03/2005 Issue Date: Payment Amount: 1,577.00 Payment Date: 04/20/2005 11:09 AM Balance: $0.00 Payee: THOMAS]. MALTSBERGER TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ----- - - - - -- Payment Check 1873 1,577.00 RD Pmts Re -Dist .00 i i ACCOUNT ITEM LIST: Description Account Code Current Pmts I ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - RES 000/322.100 1,634.50 PW PERMIT /INSPECTION FEE 000/342.400 219.00 PW PLAN REVIEW 000/345.830 - 281.00 E STATE BUILDING SURCHARGE 000/386.904 4.50 i Total: 1,577.00 ' 1 347 04/20 0716 TML. 15 "IT-00 doc: Receipt Printed: 04 -20 -2005 Z W J U: . UO CO) LU J N LL LIJ 0. J LLa a Z r~ zO 'O N; 13 W w: F- U u- p 111 Z to L) O F_ Z City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 1523049156 Permit Number: Address: Status: Suite No: Applied Date: Applicant: MALTSBERGER Issue Date: Type Method Description Receipt No.: R05 -00132 Payment Amount: Initials: SKS Payment Date: User ID: 1165 Balance: DOS -040 PENDING 02/03/2005 1,812.43 02/03/2005 11:08 AM $2,139.00 '= Payee: THOMAS I MALTSBERGER TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- { Payment Check 1829 1,812.43 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- PLAN CHECK - RES ---------- - - - - 000/345.830 -- ------ - - - - -- 1,062.43 PW BASE APPLICATION FEE 000/322.100 250.00 PW PLAN REVIEW 000/345.830 500.00 a Total: 1,812.43 z f� Z o: w J U. U O CO) o; rn w UJ C0 L w O: LL j co)d =w z F .. O. LU z� 5 U� O N. .O H, w w: t Cy LL U N, H =� .O~ z ;L Y INSPECTION RECORD Retain a copy with permit LDO 5- INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-36 0 0 Project: Type o Inspection: Address: Date Called: Special Instructions: Date Wanted: a.m. " 2 0 Requester: F Phone No: Approved per applicable codes. Corrections required prior to approval. A Receipt No.: Date: I z iH Z L) 0 co) C to W UJI CO LL 0 LL C0 LLI z 0 z �- LLI 5 : U Q io W LJJ LLI Z L) C0 . �z INSPECTION RECORD .5-- �/o 2) 0 Retain a copy with permit 0 ----- - INSPECTION NO. -'PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 SoUthcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: Type of Inspection: s r1kia- COMMENTS: Jq1 OW sat Aviad e C C"t &AAA LtPJL4A I C I,< Approved per applicable codes. O Corrections required prior to approval. In Inspector: Date: Receipt No.: ate: E] $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cal.l to sechedute reinspectior Z Z. W JU 0 Cl) a CO) UJI W CO) LL 0 5 C0 :3 UJI 3: Z t-- �- 0 z �- W W =y j3 0 0 ILLI UJ tll 0 Z: CO) 0 Z Address: Date Called- 1 Special Instructions: Date Wanted: a. I / & -jrm- Requester- - a/ A Phone No: 3 Inspector: Date: Receipt No.: ate: E] $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cal.l to sechedute reinspectior Z Z. W JU 0 Cl) a CO) UJI W CO) LL 0 5 C0 :3 UJI 3: Z t-- �- 0 z �- W W =y j3 0 0 ILLI UJ tll 0 Z: CO) 0 Z Project: Type of Ins ection: m-) F51 Address: � � Z5 �) � I Date Called: 1/ D � I� Special Instructions• K n 0 jv►�l.� -vim �r► ,/c°rv�, �r Date Wanted: / / /pI�U� a.m. m. Request , rUf 01 -i Pho a No: Z J-Z JU UO CO 0 CO J = H N LL. w J LL Q CO = w H Z. ZF- I•= O Z IH UJ �: U� O N D F_ w w, H H LL O , Z: W O Z ti 3; i >!i'.i;v* -k "fi • �:'. Type of Insp io : Address: � ?�� I !A Date Called: � 10 ,.. INSPECTION RECORD Date Wanted: 1 Retain a copy with permit U INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION } 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 j. k i Project: MArril Type of Insp io : Address: � ?�� I !A Date Called: � 10 Special Instructions: Date Wanted: ' a.m. p.m. Req est r: L l�� C6N Phone No: } El Approved per applicable codes. Corrections required prior to approval. - -- i i� i� I 1 t i Inspector: Date: .� $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z �Z W fY � 65. U0 CO w� J N LL W 0 9-1 U. _. a = W Z �. ZO W �p U co � H WW H U. Lll Z U CO O I- Z 101MM71030 LIM 0 I Inspector: Date: .� $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z �Z W fY � 65. U0 CO w� J N LL W 0 9-1 U. _. a = W Z �. ZO W �p U co � H WW H U. Lll Z U CO O I- Z INSPECTION RECORD Retain a copy with permit INSPECrION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 P o'ect: W7 ULz� A&( Type of Inspection: 1 4 A dress: [ D - `._ ) iSoeclal Date Called. 1 h 05 Instructions: Date Wante ` b rn, p.m Requeste . Uj H4�6 Phone[Vo5 - ^ �� Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 1 4 1 i 7' ; \ A i � AA', t _ UA LVA F1 $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: Z. LU all W� 00 Co J = I— Co u_ WO 9a to = _ C% W H =. Z� I- O W �p U 0 WW U -0 .. Z. W U= 0~ Z INSPECTION RECORD s Retain a copy with permit I INSPECTION NO. 4(2 O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 3670 Pr ject: Type of Inspection: .� or s: Date Called: Spec al Instructions: Date Wanted: ,m, P• Requester 1 rd 0(--Q> Phone No: , os -� Receipt No.: -- /-' I Date: Z �Z JU U O Cj)o w= J N LL W O. LL Q. N CY F =. I— O W F- �p .O N 0 H W W. �F L L —O w Z O Z tJ paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. } ' INSPECTION RECORD Retain a copy with permit dF�� Q Q e INSPECTION NO. PER T NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 ) 1 -3670 Project: Typ o Ins ection: t f dress: �^ • ISOecilal Date Called: z D� Instructions: Date Wanted: a.m. / p.m. Requester- :t `} # rT r Pho a No: M F Approved per applicable codes. Corrections required prior to approval. ti .V I i s I i inspector: /. Date: $58.00 REINSPECTION FOE REQUI ED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. i Receipt No.: Date: Z� W ' W� `U 0 WH S2 o W� L a LL N �W Z � I— O Z H, W �p OO N W H U' V. Z LlJ O I.. Z INSPECTION RECORD I Retain a copy with permit s• INSPECTION N0, PERMIT NO. fI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 s 1• Projecl: T Type of In p cti9n.: COMMENTS: . u G7 S r i 7 i / J- cXn,f/(/1 bt C L J /%' , - r W r� 64 &t4 JV,60�� Receipt No.: Date: 7 r� ii $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Inspector: 1 Date: ✓V `!� Za o Z Z; mo W JU U O CO) 0. -J V) LL wO LL. a. I --w z �. Z� w C3 1 0- o� wW LL_ —O tll Z U N O Z Receipt No.: Date: 7 r� ii $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Inspector: 1 Date: ✓V `!� Za o Z Z; mo W JU U O CO) 0. -J V) LL wO LL. a. I --w z �. Z� w C3 1 0- o� wW LL_ —O tll Z U N O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER MI O. CITY OF TUKWILA BUILDING DIVISION ! 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 v: Y Project: Typ of Inspection:, - r fi ddress: Date Called: r Spe ial Inst ctions: Date Wanted: a.m. G P.m. Requester + _ Pho No: i f I � Approved per applicable codes. Corrections required prior to approval. I MMENTS: ! 1 Ins t r: uate: 8.00 REINSPECTION F %QUIRED. E rior to inspection, fee must be aid at 6300 Southcenter , Suite 100. 11 to sechedule reinspection. e'ceipt No.: / Mate: N S W IY J U UO CO a w= N LL WO 9Ei Ei LL ?. N W H Z F.. Z� LU W U� O N. M I- 3 U LL O' W Z ' U N. O ~, Z Prr ' /�`� Ty pe Ins ection: — w � Addr ss: � � � J ` � r I Speci Date ailed: I Instructions: f 6 Date Wanted: -- I a.m. Requestle Ph mr`' COMMENTS: S 6 i \A 5 5 Z4 Z H '~ W JU UO co 0: J = co LL W O LL Q' cl) = �W Z H O W F- w �o o� LU O H = U U- O . W Z U N. H � O Z INSPECTION RECORD D05-0 Retaino with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: Project: be. Y e. r Type *� inspection: In- i +rotf i or) +yenche5 Address: )4005-.33 6 Date Called: 7-2-0-05 Special Instructions: I'x Date Wanted: 7 -21-05 Requester 6; " rd Olso T tO Phone No. 2. 5 4 05- 7"? -0 1 4 Approved per applicable codes. ElCorrections required pr approval. 59 COMMENTS: ri —4 1 1 Inspector: f Date: F $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspectio Receipt No.: Date: Z w JU o 0 Co 0 co w LLJ x -J I.Z. CO) LL 'w 0 2 � M. u- CO) 0 W �- W Ul 2 0 W W Z.) LL -0 Z LlJ Z INSPECTION RECORD 1 I Retain a copy with permit�� INSPECTION N0. PERM WY CITY OF TUKWILA BUILDING DIVISION i 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 )431 -367 R�%�/ Pr Type of I spection: f Z� ZY Approved per applicable codes. Corrections required prior to approval. $58 00 REINSPECTION F E REQUIRED Prior to inspection, fee must be poi at 6300 Southcenter Blvd., Suit 00. Call to sechedule reinspection. Receipt No.: I Date: Z Z Q �� JU U O. W= J � fn LL WO 9 : LL �. Co CY Z� WO W 0 (0. N' 0 H WW U_ LL Z 111 U CO, H O. Z Address: Date Called: Special Instructions: / 3j�'7Gr �[.- � m Date Wanted: —7 . Requester: Phone No* Approved per applicable codes. Corrections required prior to approval. $58 00 REINSPECTION F E REQUIRED Prior to inspection, fee must be poi at 6300 Southcenter Blvd., Suit 00. Call to sechedule reinspection. Receipt No.: I Date: Z Z Q �� JU U O. W= J � fn LL WO 9 : LL �. Co CY Z� WO W 0 (0. N' 0 H WW U_ LL Z 111 U CO, 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 Project: M � be, a.y Type f i nspection: i &01113 Address: 14 00.5 53 �� � Date Called: ' 7 .Z7 05 Special Instructions: Date Wanted: a.m. — 2- Requester: n ! t"t"nY 1 01--�0n Phone No: 3— - ` ! ! Approved per applicable codes. Corrections required prior to approval. COMMENTS: c.. ( V LA, C c 1 r r Inspector: Date: -7 / 35 - Receipt No.. Date: ❑ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. I Z �Z a �W UO CO 0 J � CO U- W O LLQ =d I- w Z� H O W 5 U� O UJ O H = O ll Z i U N r O Z -INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER 0. r— CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: Typ f Ins ection: e "M DV 171-1 /V/ AdI ress: oo v g S Date' Called: Special Instructions: Date Wanted: m. S � 7 /05' RequesM: - I I ��/ 0 (COA PMN "y'- Yos 7qqq R Approved per applicable codes. VJ Corrections required prior to approval. COMMENTS: 7 7 Inspect Date' C `7 00 REINSPECTION FEE , EQUIRED. Prior / o inspection, fee must be � ' V�ai�at 6300 Southcenter Blvd., Suite Call to sechedute reinspection. IRVcelpt No.: Date: Z LU J(L) C.) 0. CO) a CO) W LLJ x -J I.- CO) LL , w 0 Ei C0 a LU Z Z LU 2 W =): =) C) 0 CO C3 H W W LL 0 � tii Z Cr Z INSPECTION RECORD L it Retain a copy with permit Sf ' INSPECVION NO. P CITY OF TUKWILA BUILDING DIVISION'! 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 !' Project: + &( Tyge of Inspection: Address: Q C Date Called: & 11 l Special Inst uctions: Date Wanted: () C.� 5� p.m. Requester: Pho b No: r , f � lf� A pproved per applicable codes. Corrections required prior to approval: COMMENTS: J :�tl tA 11JA Inspector: � Dat� $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: Z - Z' W UQ CO) CO) U w O U. = d. H =. Z W �p O� oI.- W I=- H O 111 Z CO) O Z l; ] INSPECTION RECORD {' Retain a copy with permit r*P ERM. � !' J INSPECTION NO. (— CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 670 Project* Type of gspectionc t I Approved per applicable codes. Corrections required prior to approval. COMMENTS: ('t i/ A dr ss: '} ( t. Date Called: ; DS, Speci I Instructions: Date Wanted: l ? ( //-�, / :m. V P.m. CJ - Requester: Pho Noy_ r, ( Approved per applicable codes. Corrections required prior to approval. COMMENTS: ('t i/ c !� I/1 CJ - -7 - $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z 1— A aa C W U. 0 0 CO a W N LL w O 9 : LL co d = W ZX I O W U LLj 5 .O co o ff W U U. ~O . Z . W UN H = O F- Z 14 r INSPECTION RECORD. Retain a copy with permit�� INSPECTION NO. M2O CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 -36 70 r 'ect: 11 L�. IZA 4) Typ , f Inspection: r : Y ;�; Date Called: 1 4-P Z�s '' C6�— 3 - Spec al Ins ructions: Date Wanted: M. /. v-s— p.m Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. a Receipt No.: Date: :1 Z iF— Z �W Q � JU 00. CO O W = LL W O 2 �. I Q. Cy I=- W Z = I- O W I-- �� U� O co, H WW H �Z LLI N . H � O Z t� paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE I CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro'ect: Type of Inspection: Olt ! t A d s : Date Called: Speci 1 Instructions: Date Wanted: O V\ 4ic c.-}- CA. i A 0A Requester: Pb6ne No• O i p e l a/ ❑Approved per applicable codes. tions required prior to approval. COMMENTS: Olt ! t I r l.Jl t — 7• n c O V\ 4ic c.-}- CA. i A 0A ' 2 i� t � - �� ar ca yl ,$58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z �Z J U 00 N Of co J F.. . CO LL W O; L L NCy = W Z P. ' HO W ~ �p to U 0 F- WW U- 0 W Z U co O Z e INSPECTION RECORD 006-0 i Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila Wa. 98188 206 - 575 -4407 COMMENTS: Corrections required prior to approval. U " Approved per applicable codes. P ro'ect: f DD M / S C e r ge , Stc�.2r7 C � . Type of Inspection: 4: �: ri ncr � � �., � f-�r ./c Address: V Suite #: ` 00 ° 3rd P�� Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occu ancy Type: X'd pclt$144 or: C / Date: Hrs.: 80.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be Andover Park East. Call to schedule reins ection. R c ipt No.: Date: Word /Inspection Record Form.Doc 12/2/05 T.F.D. Form F.P. 85 z w JU UO N co W J � LL W J LL ?. to a = LU z P '— 0. z H L1J UJ Do L) LU W li. O. .. z W U= O~ z W ara vi �r 'IMENEW P O CI1 O O O NOTICE: IF THE DOCUMENT IN THIS FRAM E IS LESS CLEAR - THAN THIS NOTICE IT. IS DUE TO THE. QUALITY THE DOCUMENT. o W ara vi �r 'IMENEW P O CI1 O O O NOTICE: IF THE DOCUMENT IN THIS FRAM E IS LESS CLEAR - THAN THIS NOTICE IT. IS DUE TO THE. QUALITY THE DOCUMENT. FILE COPY Timberland Homes Energy Compliance Checklist (Residential) Project: Maltsberger .lob #: 6502 Address: 140xx 33rd Ave S County: King Tukwila, WA Zone: 1 Total Sq. Ft. Glazing: 296.29 Total Sq. Ft. Floor: 1668 Glazing Per 1. Compliance Path: Chapter 6 Prescriptive Table # 6 -1 Option # Chapter 5 Component Performance Attach Calculations Chapter 4 Systems Analysis, Attach Calculations Framing Method: Standard 'ns. REVtC'WED FOR C:OE)E COMPLIANCE :entag E: 1 APIP 2 5 2005 IV City(- ��uktivila 10N - W WA & SE AK (Zone 1) R -21 walls, R30 floors, R30 solid rafter, R38 flat & scissor E. Wash. Zone 2 Same as W. Wash. except R21 w/ R10 Rigid Foam Headers 2. Glazing: Windows: Doors: Skylights: Total: ■ Quantity Manufact. Size Series # U. Value SQ. FT. Ext. SF. 4 Insulate 2650sh 200 0.34 12.5 50 1 Industries 7050 is 700 0.29 35 35 1 is 7025pic 700 0.29 17.5 17.5 2 of 3050sh 200 0.34 15 30 2 it 5040sl 200 0.34 20 40 1 it 5050 is 700 0.29 25 25 1 80610s d 800 0.32 54.64 54.64 1 50310sl 200 0.34 19.15 19.15 1 5050sl 200 0.34 25 25 0 0 0 0 0 Quantity Manufact. Size Model # U. Value SQ. FT. Ext. SF. 0 Stanley 2/8 Halflite C-4 0.29 7.1 0 0 01 3/0 Halflite C-4 0.29 7.6 0 0 it 610 Full lite C -7 0.37 41 0 Quantity Manufact. Size Model # U. Value I SQ. FT. Ext. SF. 0 Kardam 2020 SKL Vin I 0.47 4 0 0 2040 SKL Vinyl 0.47 8 0 14 Total SF, 296.29 YE5 calculations attached for weighted average U. value NO (required if all glazing does not meet prescribed U. value) CITY OF RECEIVED IA /I(A MAR 2 5 20 l PERMIT CENTER INCOMPLETE LTR #�- Page 1 O Z TW. � QQ � JU UQ CO N u- W O LL ¢ N � =d �w Z I— O w ~ w U� ON O i`- WW Z H LL O Z W U CO O Z (a) Floors: (b) Walls: (C) Ceilings: Doors: 3. Vapor Barrier: Plywood with exterior glue Perm, rated paint or visqueen Perm. rated paint 4. Exterior Doors: Quantity Manufact. Model # Thickness Material U. Value 1 Stanley C -1 1.75" Fiberglass w/ Thermal Break 0.15 0 of C -4 1.75" Fiberglass w/ Thermal Break 0.29 1 Local 20 -Min. 1.75" Solid Core Fire Door 0.30 ■ YES Calculations attached for weighted average U. value ❑ NO (required if all glazing does not meet prescribed U. value) S. Heating System: (a) Type: ❑ I 1. Central Forced Air with watts output i ❑ 2. Baseboard Electric Heaters with Max. watts output ■ 3. Electric fan powered individual room heaters 10000 Max. watts output ❑ 4. Central Forced Air Gas Furn. with BTU /H output AFUE Rating is 80 percent or greater ❑ 5. Central Forced Air System with Heat Pump with BTU /H output HSPF: COP: e I ❑ k 6. Other (provide detailed information) J � 'J (b) Sizing: ❑ 1. Heat loss calculations attached with maximum allowed input A ■ 2. Prescriptive heat system sizing per Chapt. 9 1668 house sq. ft. X 21 BTU /H /PSF = 35028 i divided by 3.412 = 10266 s i Z - Z. �w Q � J V. UO N to J �. u- w O. � LL N d = W I— O Z F— w 0 o. U .0 H W ur w 1O _ Z: LLi co O Z r i (a) Exhaust Ventilation: Location: Kitchen Main Bath Master Bath Utility Room Master Bath 1 CFM Fan Label @.25 WG.: 200 CFM @.I WG. See Whole House Fan Broan '689 3.5 sones 60 CFM Broan 689 3.5 sones 60 CFM oilet area Broan 689 3.5 sones 60 CFM Whole House Fan: ❑ 1 -2 Bedroom Nutone QT -80 1.5 sones 80 CFM ■ 3 Bedroom Broan 590 1.5 sones 90 CFM ❑ 4 Bedroom Broan 314 1.5 sones 110 CFM YES Whole house fan also serves as SPOT fan system Location: Main Bath YES Whole house fan has both manual and automatic controls NO Whole house fan is coordinated with Central Forced Air Furnace NO Whole house fan runs continuously with 25 CFM kitchen and 20 CFM in baths and util. (b) Fresh air shall be provided for each dwelling unit as follows: ■ Screened, controllable through window ports to exterior (4 sq. in. min.) at each bedroom, enclosed room, and one additional vent for all common area rooms such as kitchen, dining and living rooms. ❑ Outside make up air is delivered to ducting system through the central forced air furnace with damper at fresh air intake. Standard air seal: sole plate; rim joist/sill plate; window and door frames; penetration wire; plumbing; ducts; partition studs; flue; light fixtures. Radon monitor: provided with instructions and general information. Thermostat: heat range of 55 -75; AC range of 70 -85; both range of 55 -85. Backup heat controls prevent simultaneous operation of primary system. Solid fuel appliances: glass or metal doors; direct combustion air source or 4" dia. dampered indirect source for unconditioned areas. Fireplaces: 6" combustion air supply duct with damper direct to fireplace; tight fitting glass or metal doors. Hot water heaters: separate power or gas shut -off; on R -10 insulated pad if electric and in unconditioned area or on concrete. Mechanical ventilation ducts: insulate to R -4; exhaust ducts and supply ducts in unconditioned areas. HVAC ducts /plenum: ducts in unconditioned areas are insulated and joints are sealed. Pipe insulation: R -3 for hot and cold water piping in unconditioned areas. Page 3 z ;~ w u� D J U co W Uo CO U- w O �5 u_ CI �w z =. �O z E— �p U O - wW �F �O w z U C0 O z a Manufacturer: Timberland Homes, Inc. 1201 - 37th Street NW Auburn, WA 98001 =t 7. Electrical Load Calculations: Item Description: Quantity Value Connected Load Lighting Load at 6 watts /sf. 1772 6 10632 Small Appliance Load 2 1500 3000 Hot Water Heater 1 4500 4500 Range Load 1 12000 12000 Dishwasher 1 1500 1500 Disposal 1 1500 1500 Washer 1 1500 1500 Dryer 1 5000 5000 Heat Load 1 10000 10000 Microwave 1 1500 1500 Freezer 0 1500 0 Water Softener 0 1500 0 Total Connected Load 51132 Demand Load Calculation: 1st 10KW at 100% 10000 Heat Load 10000 W @ 40% 4000 Balance of 31132 W @ 40% 12453 Total Calculated Load 26453 Equals: 110.2 AMPS at 240 Volts Load Center Size: 200 AMP MLO Main Breaker Load Center Feeder Sizes 2 - 4/0 1 - 2/0 XHHW Page 4 Z �Z �w U O CO 0 Lu CO) LL w O. ti � d =w H- O Z w. fy U� O N o E- w F- u- O. ui Z U N. O Z r M Timberland Homes Energy Compliance Checklist (Residential) Project: Maltsberger Job #: 6502 Address: 140xx 33rd Ave S County: King Tukwila, WA Zone: 1 Total Sq. Ft. Glazing: 296.29 Total Sq. Ft. Floor: 1668 Glazing Percentage: 17.8% 1. Compliance Path: Chapter 6 Prescriptive Table # 6 -1 Option # IV Chapter 5 Component Performance Attach Calculations Chapter 4 Systems Analysis Attach Calculations Framing Method: Standard W WA & SE AK (Zone 1) R -21 walls, R30 floors, R30 solid rafter, R38 flat & scissor E. Wash. Zone 2 Same as W. Wash. except R21 w/ R10 Rigid Foam Headers 2. Glazing: Doors: i i Skylights: f Total: O IN Windows: Quanti Manufact. Size Series # U. Value SQ. FT. Ext. SF. 4 Insulate 2650sh 200 0.34 12.5 50 1 Industries 7050 is 700 0.29 35 35 1 It 7025pic 700 0.29 17.5 17.5 2 3050sh 200 0.34 15 30 2 5040s] 200 0.34 20 40 1 5050 is 700 0.29 25 25 1 80610s d 800 0.32 54.64 54.64 1 50310sl 200 0.34 19.15 19.15 1 5050sl 200 0.34 25 25 0 0 0 0 0 Quantity Manufact. Size Model # U. Value SQ. FT. Ext. SF. 0 Stanley 2/8 Halflite C-4 0.29 7.1 0 0 ti 3/0 Halflite C -4 0.29 7.6 0 0 It 6/0 Full lite C -7 0.37 41 0 Quantity Manufact. I Size Model # U. Value I SQ. FT. Ext. SF. 0 Kardam 2020 SKL Vinyl 0.47 4 0 0 2040 SKL Vinyl 0.47 8 0 14 Total SF. 296.29 YE5 calculations attacnea for weightea average u. value NO (required if all glazing does not meet prescribed U. value) CITY OF TUKWILA MAR 2 5 2005 PERMIT CENTER INCOMPLETE LTR# ___!____ Page 1 q b D 5 4 Z w JU UO (D o C0 W J H CO U. WO �Q �D = F- W F- F- O w F-. 25 U ON D F- WW LO LLI Z N O Z N r 3. Vapor Barrier: (a) Floors: (b) Walls: (C) Ceilings: Doors: Stanley Plywood with exterior glue Perm, rated paint or visqueen Perm. rated paint 4. Exterior Doors: Quanti ty Manufact. Model # Thickness Material U. Value 1 Stanley C -1 1.75" Fiberglass w/ Thermal Break 0.15 0 it C -4 1.75" Fiberglass w/ Thermal Break 0.29 1 Local 20 -Min. 1.75" Solid Core Fire Door 0.30 ■ YES Calculations attached for weighted average U. value O NO (required if all glazing does not meet prescribed U. value) 5. Heating System: (a) Type: ❑ 1. Central Forced Air with watts output ❑ 2. Baseboard Electric Heaters with Max. watts output ■ 3. Electric fan powered individual room heaters 10000 Max. watts output ❑ 4. Central Forced Air Gas Furn. with BTU /H output AFUE Rating is 80 percent or greater O 5. Central Forced Air System with Heat Pump with BTU /H output j f HSPF: COP: ❑ 6. Other (provide detailed information) (b) Sizing: ❑ i 1. Heat loss calculations attached with maximum allowed input ■ 2. Prescriptive heat system sizing per Chapt. 9 1668 house sq. ft. X 21 BTU /H /PSF = 35028 # divided by 3.412 = 10266 6. Indoor Air Quality: Page 2 z �w u�] D . UO CO 0 U) =` J F- U) U.. w O 51 LL Q D , . = w F- O, Z F- w 2 f' �o o F-. w W: z L _Z LU U= O Z (a) Exhaust Ventilation: Location: CFM Fan Label @.25 WG.: 'Kitchen 200 CFM @.1 WG. Main Bath See Whole House Fan Master Bath Broan 689 3.5 sones 60 CFM Utility Room Broan 689 3.5 sones 60 CFM Master Bath toilet area Broan 689 3.5 sones 60 CFM Whole House Fan: ❑ 1 -2 Bedroom Nutone QT -801.5 sones 80 CFM ■ 3 Bedroom Broan 590 1.5 sones 90 CFM ❑ 4 Bedroom Broan 3141.5 sones 110 CFM YES Whole house fan also serves as SPOT fan system Location: Main Bath YES Whole house fan has both manual and automatic controls NO Whole house fan is coordinated with Central Forced Air Furnace NO Whole house fan runs continuously with 25 CFM kitchen and 20 CFM in baths and util. (b) Fresh air shall be provided for each dwelling unit as follows: ■ Screened, controllable through window ports to exterior (4 sq. in. min.) at each bedroom, enclosed room, and one additional vent for all common area rooms such as kitchen, dining and living rooms. ❑ Outside make up air is delivered to ducting system through the central forced air furnace with damper at fresh air intake. Standard air seal: sole plate; rim joist/sill plate; window and door frames; penetration wire; plumbing; ducts.; partition studs; flue; light fixtures. Radon monitor: provided with instructions and general information. Thermostat: heat range of 55 -75; AC range of 70 -85; both range of 55 -85. Backup heat controls prevent simultaneous operation of primary system. Solid fuel appliances: glass or metal doors; direct combustion air source or 4" dia.. dampered indirect source for unconditioned areas. Fireplaces: 6" combustion air supply duct with damper direct to fireplace; tight fitting glass or metal doors. Hot water heaters: separate power or gas shut -off; on R -10 insulated pad if electric and in unconditioned area or on concrete. Mechanical ventilation ducts: insulate to R -4; exhaust ducts and supply ducts in unconditioned areas. HVAC ducts /plenum: ducts in unconditioned areas are insulated and joints are sealed. Pipe insulation: R -3 for hot and cold water piping in unconditioned areas. Page 3 i z w , D 00 ND J = H CD LL W U. Q = a �w z F ... F- O. W �5 U� 0- 0 F_ WW LL �- -O w 0 O z �I ii °i } a Lighting Load at 6 watts /sf. S. y Timberland Homes, Inc. 1201 - 37th Street NW Auburn, WA 98001 7. Electrical Load Calculations: Item Description: Quantity Value Connected Load Lighting Load at 6 watts /sf. 1772 6 10632 Small Appliance Load 2 1500 3000 Hot Water Heater 1 4500 4500 Range Load 1 12000 12000 Dishwasher 1 1500 1500 Disposal 1 1500 1500 Washer 1 1500 1500 Dryer 1 5000 5000 Heat Load 1 10000 10000 Microwave 1 1500 1500 Freezer 0 1500 0 Water Softener 0 1500 0 Total Connected Load 51132 Demand Load Calculation: 1st 10KW at 100% 10000 Heat Load 10000 W @ 40% 4000 Balance of 31132 W @ 40% 12453 Total Calculated Load 26453 Equals: 110.2 AMPS at 240 Volts Load Center Size: 200 AMP MLO Main Breaker Load Center Feeder Sizes 2 - 4/0 1 - 2/0 XHHW Page 4 Z �_- w D JU UO CO 0. CO w w= J M CO LL' w O ?. N �w Z }... F- O w ~ w 2 5' U C3. O N _ C.) U . w N U T. F -, Z 1— N JOB #05-1249—STRUCTURAL CALCULATIONS TIMBERLAND CUSTOM HOMES DESIGN # 6502 MALTSBERGER RESIDENCE JANUARY 19, 2005 1EYVED FOR CODE C011 FILE C*Py � APR 2 52005 DANIEL TYRRELL, P.E. 2121 MERIDIAN EAST, Suite #lB EDGEWOOD, WA 98371 (253) 568-7991 1A pF tiv, elr, r ft FEB 03 UKVkA zoos P ERMIT CF INDEX: PGS 1-2 CONSTRUCTION NOTES PGS 3-9 LATERAL CALCULATIONS PGS 10-21 VERTICAL CALCULATIONS Des - oho t iH W 6 2� D C.) C.) 0 co) O'� W C0 LL 'w 01, 2� 9 5 LL Q. H WW 0� Z W D 9 Ci ;o � W . (X � 0 Z 0 Z I ems: 6-16-05 :1 fj �y CONSTRUCTION NOTES: GENERAL: CODE: IBC/ IRC CODE REQUIREMENTS ARE TO BE FOLLOWED. 2003 EDITION AND ALL APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS & CONDITIONS PRIOR TO CONSTRUCTION & PROVIDE TEMP. BRACING AS REQUIRED Z g1 UNTIL ALL PERMANENT CONNECTIONS HAVE BEEN INSTALLED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY AND REPORT ALL DISCREPANCIES TO THE DESIGNER AT THE TIME THEY ARE NOTED. DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS. i+ 4 r Q LOADING: U 00 WIND = 85 MPH, EXPOSURE C (A SEISMIC = SITE CLASS D, SEISMIC DESIGN CATEGORY D (SS =1.46, S1 =. 501) W = ROOF 20 PSF DEAD LOAD (ADEQUATE 25 PSF SNOW LOAD = 45 PSF J FOR SPRINKLER) + N LL FLOOR 10 PSF DEAD LOAD + 40 PSF LIVE LOAD = 50 PSF Lu 0 DECK 10 PSF DEAD LOAD + 40 PSF LIVE LOAD = 50 PSF BALCONY 10 PSF DEAD LOAD + 60 PSF LIVE LOAD = 70 PSF tt r--- INTERIOR PARTITION = 7 PSF m EXTERIOR WALL = 9 PSF = �W SITE WORK: ? GENERAL: z O UNLESS A SOILS INVESTIGATION BY A QUALIFIED SOILS ENGINEER IS PROVIDED, FOUNDATION DESIGN IS BASED ON AN ASSUMED AVERAGE W w SOIL BEARING OF 1500 PSF. EXTERIOR FOOTINGS SHALL BEAR 1' -6" (MINIMUM) BELOW FINISHED GRADE. ALL FOOTINGS TO BEAR ON FIRM ? UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. BACK FILL TO BE THOROUGHLY COMPACTED. FOUNDATION VENTS SHALL NOT O V INTERFERE WITH DIRECT LOAD PATH OF COLUMNS. 0 co � H FOUNDATION: = w C . ) GENERAL: CLASS AND USE F'C SLUMP MINIMUM L SACKS /C.Y. Z W A: FOOTINGS AND FOUNDATIONS 3000 3-4 5 -1 /2 U cl) B: SLABS ON GRADE 3000 3-4 5 -1 /2 . 1. AIR ENTRAINING AGENT (3% TO 6 %) TO BE USED IN ALL CONCRETE FLAT WORK EXPOSED TO WEATHER. Z 2. POZZOLITH 300 SERIES (4 OZ. PER 100# OF CEMENT) TO BE USED IN ALL CONCRETE. 3. MIX MAY BE DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF SECTIONS 1904 OF THE UBC. 4. WATER — CEMENT RATIO PER I BC. REINFORCING STEEL: ASTM A615 GRADE 40 REINFORCING STEEL DETAILS SHALL BE PREPARED BY AN EXPERIENCED APPROVED DETAILER AND CONFORM TO STANDARD PRACTICE OUTLINED IN ACI REPORT 315. CONCRETE COVER OF REINFORCING: 3" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 1 -1/2" CONCRETE EXPOSED TO EARTH OR WEATHER. 1 - BEAMS AND COLUMNS NOT EXPOSED TO EARTH OR WEATHER. 3/4" SLABS AND WALLS NOT EXPOSED TO EARTH OR WEATHER. LAP COLUMN VERTICALS. CLASS "A" CONCRETE AND MASONRY COLUMN AND WALL VERTICALS 32 DIAMETERS. LAP ALL OTHER REINFORCING 24 DIAMETERS. SPLICES AT TENSION REGIONS SHALL NOT BE PERMITTED. ANCHOR BOLTS: ANCHOR BOLTS ARE TO BE 1/2" MINIMUM DIA. X 10 ASTM -A307 AT 4' -0" O.C. UNLESS NOTED OTHERWISE BY ENGINEER W/ 7" MIN. EMBEDMENT. SILL PLATE WASHERS TO BE 2" X 2"x 3/16 ". THERE SHALL BE A MIN. OF TWO ANCHOR BOLTS PER FOUNDATION SILL PLATE WITH ONE BOLT LOCATED WITHIN 12" OF EACH END OF EACH SILL PLATE. BASEMENT WALLS: ALL BASEMENT WALLS BELOW FINISHED GRADE SHALL BE DAMP - PROOFED OUTSIDE BY APPROVED METHODS AND MATERIALS. CARPENTRY: GENERAL: ALL FRAMING TO COMPLY WITH IBC CHAPTER 23. NAIL SIZES AND SPACING TO CONFORM TO IBC TABLE 2304.9.1. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURED TREATED. 6" MIN. CLEARANCE BETWEEN WOOD AND EARTH. 18" MIN. CLEARANCE BETWEEN FLOOR JOIST AND EARTH. 12" MIN. CLEARANCE BETWEEN FLOOR BEAMS AND EARTH. LUMBER STRENGTH (UNITS IN psi): Fv FB E PARALLAM PSL 290 2900 2,000,000 GLUED LAMINATED TIMBERS DOUG -FIR LARCH (24F -V4) 165 2400 1,800,000 MICRo -LAM LVL DOUG - FIR LARCH 285 2600 1,900,000 WOOD BEARING ON OR INSTALLED WITHIN 1" OF MASONRY OR CONCRETE SHALL BE TREATED WITH AN APPROVED PRESERVATIVE, SOLID BLOCKING OF NOT LESS THAN 2X THICKNESS SHALL BE PROVIDED AT ENDS AND AT ALL SUPPORT OF JOISTS AND RAFTERS. Construction Hardware All structural connectors to be manufactured by Simpson Strong —Tie. Where connectors are in contact with pressure treated wood (ACQ -C, ACQ -D, CBA -A, CA -B and non -DOT Borates), Simpson Z -max (G185) coated or Stainless Steel connectors are required. PLYWOOD: WALL AND ROOF SHEATHING SHALL BE 7/16" CDX PLYWOOD, UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE 8d @ 6 " O.C. @ PANEL EDGES AND 12" O.C. IN FIELD. SPAN INDEX SHALL BE 32/16. FLOOR SHEATHING SHALL BE 23/32" CDX T &G PLYWOOD, UNLESS OTHERWISE SPECIFIED. FLOOR SHEATHING SHALL BE GLUED AND NAILED W/ 8d RING SHANK @ 4" O.C. AT PANEL EDGES AND 6" O.C. INFIELD. SPAN INDEX SHALL BE 40/20. STAGGER END LAPS AT ROOF AND FLOOR SHEATHING. OSB SHEATHING PRODUCTS OF EQUIVALENT SPAN RATINGS SHALL BE ALLOWED. STRUCTURAL GLUED — LAMINATED LUMBER: SHALL BE DOUGLAS FIR FABRICATED TO THE REQUIREMENTS OF U.S. PRODUCT STANDARD PS 56. LUMBER SHALL BE OF SUCH GRADE TO PROVIDE N ORMAL WORKING STRESS VALUES OF 2400 PSI IN BENDING: 1 100 PSI I N TENSION: 1 600 PSI IN COMPRESSION PARALLEL TO GRAIN: 560 PSI IN COMPRESSION PERPENDICULAR TO GRAIN AND 165 PSI HORIZONTAL SHEAR (COMBINATION 24F -V4). LAMINATED MEMBERS TO BE AITC CERTIFIED. USE WATERPROOF GLUE. WOOD TRUSSES: TRUSSES SHALL BE DESIGNED BY A REGISTERED WASHINGTON STATE ENGINEER AND FABRICATED FROM ONLY THOSE DESIGNS. TRUSSES TO BE STAMPED BY THE MANUFACTURER OR BY A QUALITY CONTROL AGENCY SUCH AS THE TRUSS PLATE INSTITUTE. ROOF TRUSS DESIGN SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION. AS PER WASHINGTON STATE LABOR & INDUSTRIES MAXIMUM LOAD DURATION FACTOR FOR LUMBER AND CONNECTOR PLATES IS 1.00. NONBEARING WALLS SHALL BE HELD AWAY FROM THE TRUSS BOTTOM CHORD WITH AN APPROVED FASTENER (SUCH AS SIMPSON STC) TO ENSURE THAT THE TRUSS BOTTOM CHORD WILL NOT BEAR ON THE WALL. APPROVED HANGERS SHALL BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO MAIN GIRDER TRUSS. ALL ROOF TRUSSES SHALL BE FRAMED AND TIED INTO THE FRAME WORK AND SUPPORTING WALLS SO AS TO FORM AN INTEGRAL PART OF THE WHOLE BUILDING. ROOF TRUSSES SHALL HAVE JOINTS WELL FITTED AND SHALL HAVE ALL TENSION MEMBERS WELL TIGHTENED BEFORE ANY LOAD IS PLACED UPON THE TRUSS. DIAGONAL AND SWAY BRACING SHALL BE USED TO BRACE ALL TRUSSES. 7-1 z _Z W U 0 0 0 CO) C0 W LU = H NU_ wO } J U. Q co) _ d �w z _ H fF— O z F—' W 5 � Q O N. W W! U. W z N O z Daniel J. Tyrrell, r-. E. Consulting Engineer 2121 Meridian East Suits #1 B Edgewood, Washington 98371 (253) 668-7991 Fax (253) 568-8137 e-mail: clantyrrel I@worldnet.att, net PROJECT - rimberlgriA 4f r.• JOB 0 - 6-12 -IY9' PAGE 3 OF 2-1 BY f� IVO DATE I-If-65'- 1. Ph !t 912� (7- PA. L.G t E t v E� G i u -5 ' ' t ! , I I I � I i 1 � � ! � I I IDA I q r U.. 'Y 1,. 15" 1 r 5 1= o 5 ays':' r "T -4 I 'v 0 - fiS.p$ i_. i .• ' .. �1 __ �.. .! I i _ I 24 - 45 - 111 i a • .. ...... .. Sot X I I 01 S SOS M z Z W 2 � D u 00 co D co W, WX J �_ cp U. L 0 2� LLQ N D CY F- W Z • � O R Uj LIJ 2 5 D 0 0 co 0— D H W W LL z coo X F- 0 z 77,747 4_ Daniel J. Tyrrell, P.E. Consulting Engineer 2121 Meridian East, Suite #1 B Edgewood, Washington 98371 (253) 568-7991 Fax (253) 568-8137 e-mail; clantyrrel lQworldnet.att. net PROJECT - ri en toe r t ck n A • 6sQz JOB # 0 PAGE - ti OF ?-/ BY V.,V, 1,07 DATE .. � ia � - �, f I I i i i j �' I ' f : j� l l l l i ' i � im IAJ vi� : 4 , 143 W! gtz iv , 41 ; - 7 tv I- - 7 fq _ 2 3 T 1 4 6 cv z Z w 2 D 00 cf) a U) w W:c cf) LL w 2 9 LL co) W z 0 z �_ W W 5 cl) . 0— io F_ W U_ .Z - w cl) U 0 1-- z Daniel I Tyrrell, 1j.E. Consulting Engineer 2121 Meridian East, Suite #1 B Edgewood, Washington 98371 (253) 668-7991 Fax (253) 568-8137 e-mall: dantyrrelI@woridnet.att.net PROJECT - 6eCI ckn A -*r.5c??- JOB # 0'zr PAGE 5 OF 2 -1 BY .. , AV- /0,r DATE 21; 1 �.(6o���R.l.4H�, -A I q:* 2. 1. Psi i i I• I I � T.•T_ 44( OAN.6 ZL. ? 4LA L If 12A_ l I i �� ! 1 vr� � __ . i � { 1 I .4 1/2 ...... ......... _� � /z� 6. ,��... z ve r vk + 2 g 1 6 e F z Z U1 JU 00 C O Uj J D LL Ali 0 2� 95 LL U) 0 W z 0 R LLI LLI 2:5 Q U F- W W 3: F_ LL w z 0 F- z ZL�-77 7 _777 -77777 X Daniel J. Tyrrell, r-'.E. Consulting Engineer 2121 Meridian East, Suite 41 B Edgewood, Washington 98371 (263) 5687991 Fax (253) 568-8137 e-mail: dantyrrell@worldnet.att.net PROJECT - rinabecIona O65v JOB # PAGE G OF - 2-1 By Ay'Z/ 1 2,- DATE ' � �.�. _ T �. ---� _�_: 14, % 4i m4l, + i 4114A4 4) to 1.0 i � � ? I � ja p' s� rn't n ��� I+ z � .1,3 40 /10( 1, 12. 4%� (to e s Vi rn I I,],!) o = 1 1 I I I - r *4� p ia V�rw 5 ! I � i I' l i i 1 4 S ve rl Si --------------- -- W. J 2' r _ _ Wftk% LX N- E w CHO 6N►gfA 6 0.6 ryl i 4 SOJF" WgqL!L LSttjS-r%A - in's q e z e -7 ! T 358,8 q6 A i 131 i ig 26� - TO I S it ­ 1 147 i 6-S Z G, .3 or� I - I I !.N I z w JU 00 ( 00 CO) w LL 0 2� 95 LL < co 0 Y (3 W z 0 z �_ Uj Uj 5 U) Uj LLJ u. 0 z w co z Dan iel J. Tyrrell, d. E. Consulting Engineer 2121 Meridian East, Suite #18 Edgewood, Washington 98371 (253) 568-7991 Fax (253) 568-8137 e-mail: dantyrrellgworldnet•ait.net PROJECT JOB # PAGE - 1 OF 2-1 By -R y, Zo / DATE 0 t i��l. �„� N' LA- v o - 3 61r T L4 -7 (Y) C13. V ` & ? 0:. /3 '3 e2 +7 rVlr 03 C 13 4 A VR �u� — 71 13 S'zc -Os �_._ .� .V�#A l �_ L A - - —•- -- -. ._ _ �. _ _ ..... .�� .�K►.c.,:�. �. ys �_� �_ _/. l�_ - _� �� -_ s � Fly � �. Iz ce) 121 13 5 1 I A! V!mc—nc 1-n.l. w PAC I L L ia' -WJILL --J& T - #r - -- - -- - - -� -- I I LAI Z (z eIQ 3c q- A4L L 1: 9 - tykz y 6 3 ID P A OWL 0 z Z LU JU 00 w W cf) LL Lu 0 2 r LL -1 < cj ) D cy LU Z X F- 0 Z F- LU LLj 5 0— 0 F_ LU U i 0 L.L z c/) o z Daniel I Tyrrell, P.E. Consulting Engineer 2121 Meridian East, Suite #1 B Edgewood, Washington 98371 (253) 568-7991 Fax (253) 568-8137 e-mail: dantyrrell@worldnet.att.net PROJECT - riMIqectdeIA 4 6 9t: , ?- JOB # PAGE S OF 2- BY - p, � Mr DATE 2. L L� j ! I ' I hr 113f; )+ Z -A 2 z e J , 041ozz Ce- en w%* G od nllec < a"k ki;cIll i T A+ 72 L­' . _-!— _ r �� _ a_ Ins.. - wi . c :online .�h�,o _ .. • • i • ; i - - � . �_ . � .. i . ` . • ..._ A t I Ab) + 15?) It I IM3, 0?)' V. 5 c., %:" e r 11 S 411% L A k c R!;o- 1.33 T PL(5' CcT?I:Itl C - M) ......... ...... m) U AU.S - VY9A)_L -eT 2v 7 61 F 4, 2 1 _'aa... z iH Z JU 00 c') 0 (1) Ull w S2 LL w LL (1) D V cy Uj Z 1 1111111 0 z Ii`_ W LLI 5 N W Lu LL z c) 0 z y Daniel J. Tyrrell, N.E. Consulting Engineer 2121 Meridian East, Suite #1 B Edgewood, Washington 98371 (253) 568 -7991 Fax (253) 568 -8137 e -mail: dantyrrell @att.net PROJECT JOB # °S '� PAGE `7 OF Z� BY .0 % DATE amp,611APERNIP.16IM-M MEN Omffiwa�wwwmmm wzm��IIIIIIMIMNM MERE an" RUN 'M MEN IIMIMMMMMM ME EMEMI MMMEMEM OMEN-MENEM MIM NOMINEE INIME ONNIMMOMMMM EIEMNMEMMI 0 No I N EMEMEMEMMEENNIMME M � ONE NOMMEEMNEEMMI MMM!NMMMNM �ENEM NONE 0 M I MEN No I 0 OM ME 0 MEN No MENEEME MI No I MIENEEMIMMME MENEM 0 N No M EMME MENEM 0 I No MEN MENEM 0 M 0 MEMMMENMEME ME ON ME EMMMEMMIMMEM M MEMO MEMMEME OMEN EMENIM M MMEMOMMEMEMOM� M MEMO 0 EMEMININNEEM 0 0 MMEMMI OMEN 0 M ME 0 0 ' MEN EMMENME 00 M MEMMEMEM M I 0 z �w JU UO J �. N LL C w 0 ` � Q NC Lr LL J. = W z� F_ O zF_ w LLI �o U O N � H WW H� LL Z' 111 U =. O H. z I Footing Design f 2003 International Building Code (01 NDS) Ver: 6.00.63 Bv: CT, Tvrrell Engineering on: 01-18-2005:10:05:47 AM 1 ' Proiect: 6502 - Location: PIER PADS ® GIRDER POINT LOADS Summary: Footing Size: 4.0 FT x 4.0 FT x 10.00 IN Reinforcement: #4 Bars @ 10.00 IN. O.C. E/W / (5) min. Footing Loads: Live Load: PL= 10445 LB Dead Load: PD= 7627 LB Total Load: PT= 18072 LB Q { Ultimate Factored Load: Pu= 28434 LB _ Footing Properties: 'jp Z i Allowable Soil Bearing Pressure: Qs= 1500 PSF w Concrete Compressive Strength: F'c= 2500 PSI QQ Reinforcing Steel Yield Strength: Fv= 40000 PSI W 3, Concrete Reinforcement Cover: c= 3.00 IN 00, ?;3 Footing Size: CO 0 Width: W= 4.0 FT W =. Length: L= 4.0 FT 4 Depth: Depth= 10.00 IN N LL Effective Depth to Top Layer of Steel: d= 6.25 IN W O Column and Baseplate Size: Column Tvpe: (Wood) �. Column Width: m= 4.00 IN Column Depth: n= 8.00 IN LL Q 0 Bearing Calculations: d ' Ultimate Bearing Pressure: Qu= 1130 PSF a Effective Allowable Soil Bearing Pressure: Qe= 1375 PSF = ft Required Footing Area: Areq= 13.14 SF Z f-- `° Area Provided: A= 16.0 SF O Baseplate Bearing: Z F Bearing Required: Bearing= 28434 LB W j. Allowable Bearing: Bearing - Allow= 95200 LB 0 Beam Shear Calculations (One Way Shear): U Beam Shear: Vu1= 10515 LB O N i Allowable Beam Shear: vc1= 25500 LB 0 F - Punching Shear Calculations (Two way shear): W a 5 Critical Perimeter: Bo= 49.00 IN 0. Punching Shear: Vu2= 26632 LB f=: Allowable Punching Shear (ACI 11 -35): vc2 -a= 52063 LB — Z Allowable Punching Shear (ACI 11 -36): vc2 -b= 92438 LB W Allowable Punching Shear (ACI 11 -37): vc2 -c= 52063 LB N` Controlling Allowable Punching Shear: vc2= 52063 LB Bending Calculations: O Factored Moment: Mu= 170606 IN -LB Z Nominal Moment Strength: Mn= 213985 IN -LB Reinforcement Calculations: Concrete Compressive Block Depth: a= 0.38 IN Steel Required Based on Moment: As(1)= 0.78 IN2 Minimum Code Required Reinforcement (Shrinkage/Temperature ACI- 10.5.4): As(2)= 0.96 IN2 Controlling Reinforcing Steel: As -reqd= 0.96 IN2 Selected Reinforcement: #4 Bars @ 10.00 IN. O.C. E/W / (5) Min. Reinforcement Area Provided: As= 0.98 IN2 Development Length Calculations: Development Length Required: Ld= 15.00 IN i I Development Length Supplied: Ld -sup= 21.00 IN wa�ase Combination Roof and Floor Beam( 2003 International Building Code (01 NDS) j Ver: 6.00.63 By: CT , Tyrrell Engineering on: 01 -18 -2005: 10:05:48 AM Project: 6502 - Location: 1) MAIN FLOOR WINDOW /DOOR HDRS Summary: ( 3 ) 1.5 IN x 7.25 IN x 5.25 FT / #2 - Hem -Fir - Dry Use Section Adequate By: 199.5% Controlling Factor: Section Modulus / Depth Required 4.19 In ' Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.01 IN Live Load: LLD= 0.02 IN = U3223 Z Total Load: TLD= 0.03 IN = U1837 Q S -: Reactions (Each End): Live Load: LL -Rxn= 558 LB w W' Dead Load: DL -Rxn= 421 LB Total Load: TL -Rxn= 978 LB u� U Bearing Length Required (Beam only, support capacity not checked): BL= 0.54 IN U 00 Beam Data: Span: L= 5.25 FT co CO) W Maximum Unbraced Span: Lu= 2.0 FT = ' U' Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 W O Roof Loading: Roof Live Load -Side One: RLL1= 25.0 PSF Roof Dead Load -Side One: RDL1= 17.0 PSF Roof Tributary Width -Side One: RTW1= RLL2= 6.5 25.0 FT PSF < U) Roof Live Load -Side Two: Roof Dead Load -Side Two: RDL2= 17.0 PSF d Roof Tributary Width -Side Two: RTW2= 2.0 FT F- W. �; Roof Duration Factor: Cd -roof= 1.00 Z Floor Loading: Floor Live Load -Side One: FLL1= 40.0 PSF Z O1 Floor Dead Load -Side One: FDL1= 15.0 PSF w LL J Floor Tributary Width -Side One: FTW 1= 0.0 FT Floor Live Load -Side Two: FLL2= 40.0 PSF U to Floor Dead Load -Side Two: FDL2= 15.0 PSF p Floor Tributary Width -Side Two: FTW2= 0.0 FT Floor Duration Factor: Cd- floor= 1.00 W Wall Load: WALL= 0 PLF U Beam Loads: Roof Uniform Live Load: wL -roof= 213 PLF F u- O Roof Uniform Dead Load (Adjusted for roof pitch): wD -roof= 152 PLF Z Floor Uniform Live Load: wL- floor= 0 PLF U CO: Floor Uniform Dead Load: wD- floor= 0 PLF H =: Beam Self Weight: BSW= 8 PLF Combined Uniform Live Load: wL= 213 PLF Z Combined Uniform Dead Load: wD= 160 PLF Combined Uniform Total Load: WT= 373 PLF Controlling Total Design Load: wT -cont= 373 PLF Properties For: #2- Hem -Fir Fb= 850 PSI Bending Stress: Shear Stress: Fv= 150 PSI Modulus of Elasticity: E= 1300000 PSI Stress Perpendicular to Grain: Fc_perp= 405 PSI Adjusted Properties Fb' (Tension): Fb'= 1171 PSI Adjustment Factors: Cd =1.00 CI =1.00 Cf =1.20 Cr--1.15 Fv': Fv'= 150 PSI Adjustment Factors: Cd =1.00 Design Requirements: Controlling Moment: M= 1284 FT -LB 2.625 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 763 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Sreq= 13.16 IN3 Section Modulus (Moment): S= 39.42 IN3 Area (Shear): Areq= 7.63 IN2 A= 32.63 IN2 Moment of Inertia (Deflection): Ireq= 18.67 IN4 " " 1= 142.90 IN4 , Combination Roof and Floor Beam( 2003 International Building Code (01 NDS) j Ver: 6.00.63 Bv: CT, Tvrrell Engineering on: 01 -18 -2005: 10:05:49 AM Project: 6502 - Location: 2) REAR DECK ROOF BEAMS Design Requirements: Summary: 5.5 IN x 7.5 IN x 7.25 FT / #2 -Hem -Fir -Dry Use M= 1758 Section Adequate By: 40.4% Controlling Factor: Section Modulus / Depth Required 6.33 In 3.625 ft from left support Deflections: Dead Load: DLD= 0.03 Live Load: LLD= 0.04 Total Load: TLD= 0.08 Reactions (Each End): Live Load: LL -Rxn= 544 Dead Load: DL -Rxn= 426 Total Load: TL -Rxn= 970 Bearing Length Required (Beam only, support capacity not checked): BL= 0.44 Beam Data: S= 51.56 Span: L= 7.25 Maximum Unbraced Span: Lu= 2.0 Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 240 Roof Loading: 1= Roof Live Load -Side One: RLL1= 25.0 Roof Dead Load -Side One: RDL1= 17.0 Roof Tributary Width -Side One: RTW1= 4.0 Roof Live Load -Side Two: RLL2= 25.0 Roof Dead Load -Side Two: RDL2= 17.0 Roof Tributary Width -Side Two: RTW2= 2.0 Roof Duration Factor: Cd -roof= 1.00 Floor Loading: Floor Live Load -Side One: FLL1= 40.0 Floor Dead Load -Side One: FDL1= 15.0 Floor Tributary Width -Side One: FTW1= 0.0 Floor Live Load -Side Two: FLL2= 40.0 Floor Dead Load -Side Two: FDL2= 15.0 Floor Tributary Width -Side Two: FTW2= 0.0 Floor Duration Factor: Cd- floor= 1.00 Wall Load: WALL= 0 Beam Loads: Roof Uniform Live Load: wL -roof= 150 Roof Uniform Dead Load (Adjusted for roof pitch): wD -roof= 108 Floor Uniform Live Load: wL- floor= 0 Floor Uniform Dead Load: wD- floor= 0 Beam Self Weight: BSW= 10 Combined Uniform Live Load: wL= 150 Combined Uniform Dead Load: wD= 118 Combined Uniform Total Load: WT= 268 Controlling Total Design Load: wT -cont= 268 Properties For: #2- Hem -Fir Bending Stress: Fb= 575 Shear Stress: Fv= 140 Modulus of Elasticitv: E= 1100000 Stress Perpendicular to Grain: Fc_perp= 405 Adjusted Properties Fb' (Tension): Fb'= 575 Adjustment Factors: Cd =1.00 CI =1.00 Cf =1.00 Fv': Fv'= 140 IN IN = L/1985 IN = L/1113 LB LB LB IN FT FT PSF PSF FT PSF PSF FT PSF PSF FT PSF PSF FT PLF PLF PLF PLF PLF PLF PLF PLF PLF PLF PSI PSI PSI PSI PSI PSI Adjustment Factors: Cd =1.00 Design Requirements: Controlling Moment: M= 1758 FT -LB 3.625 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 815 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= 36.71 IN3 S= 51.56 IN3 Area (Shear): Areq= 8.73 IN2 A= 41.25 IN2 Moment of Inertia (Deflection): Ireq= 41.70 IN4 1= 193.36 IN4 Z 1H '~ W D L) 0 to 0 . wi J f_ CO) u_ . W 0 } . J ; LL Q C = W F- _ Z �! H O' Z F- W O CO3 0 H- W W. ~ H u- O til Z U N O Z Z �Z 0 O WUJ N LL .W O LL ?. � d. H= Z F. Z� 2 5 00. O N WW Z, .w Wl O ~ Z Multi- Loaded Beamf 2003 International Building Code (01 NDS) ) Ver: 6.00.63 By: CT , Tyrrell Engineering on: 01 -18 -2005: 10:05 :49 AM Proiect: 6502 - Location: 3) FAMILY SGD HDR Summary: (2 ) 1.75 IN x 7.25 IN x 8.25 FT / 1.9E Microilam - Trus Joist - MacMillan Section Adequate By: 38.2% Controlling Factor: Moment of Inertia / Depth Required 6.51 In * Laminations are to be fully connected to provide uniform transfer of loads to all members ' Center Span Deflections: Dead Load: DLD- Center= 0.13 IN Live Load: LLD - Center= 0.17 IN = U571 Total Load: TLD- Center= 0.30 IN = U332 Center Span Left End Reactions (Support A): Live Load: LL- Rxn -A= 1303 LB Dead Load: DL- Rxn -A= 932 LB ? Total Load: TL- Rxn -A= 2235 LB Bearing Length Required (Beam only, support capacity not checked): BL -A= 0.85 IN Center Span Right End Reactions (Support B): Live Load: LL- Rxn -B= 1617 LB Dead Load: DL- Rxn -B= 1177 LB Total Load: TL- Rxn -B= 2793 LB Bearing Length Required (Beam only, support capacity not checked): Beam Data: BL -B= 1.06 IN Center Span Length: L2= 8.25 FT Center Span Unbraced Length -Top of Beam: Lug -Top= 2.0 FT Center Span Unbraced Length- Bottom of Beam: Lu2- Bottom= 8.25 FT a Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: U 360 3 Total Load Deflect. Criteria: U 240 a Center Span Loading: Uniform Load: i Live Load: wL -2= 288 PLF Dead Load: wD -2= 196 PLF Beam Self Weight: BSW= 8 PLF Total Load: wT -2= 492 PLF Point Load 1 Live Load: PL1 -2= 544 LB Dead Load: PD1 -2= 426 LB i Location (From left end of span): X1 -2= 6.5 FT Properties For: 1.9E Microilam- Trus Joist - MacMillan Bending Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI i Modulus of Elasticity: E= 1900000 PSI i Stress Perpendicular to Grain: Fc —perp= 750 PSI I Adjusted Properties Fb' (Tension): Fb'= 2774 PSI Adjustment Factors: Cd =1.00 CI =1.00 Cf =1.07 FV: Fv'= 285 PSI Adjustment Factors: Cd =1.00 Design Requirements: Controlling Moment: M= 5077 FT -LB 4.538 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controlling Shear: V= 2509 LB .. At a distance d from right support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= 21.96 IN3 S= 30.66 IN3 Area (Shear): Areq= 13.21 IN2 A= 25.38 IN2 �A��- ..a s 1 -.. ►:. /n .fl-.. a:... \. I­— OA AO IAIA Z �Z 0 O WUJ N LL .W O LL ?. � d. H= Z F. Z� 2 5 00. O N WW Z, .w Wl O ~ Z z/ Combination Roof and Floor Beam( 2003 International Building Code (01 NDS) ] Ver: 6.00.63 By: CT, Tyrrell Engineering on: 01 -18 -2005 :10:05:49 AM Project: 6502 - Location: 4) GARAGE DOOR HDR Summary: 3.5 IN x 11.25 IN x 16.5 FT / #2 - Hem -Fir - Dry Use Section Adequate By: 0.4% Controlling Factor: Section Modulus / Depth Required 11.23 In Deflections: Dead Load: DLD= 0.29 IN Live Load: LLD= 0.23 IN = U855 Total Load: TLD= 0.52 IN = U381 Z Reactions (Each End): Live Load: LL -Rxn= 619 LB t-: . Dead Load: DL -Rxn= 770 LB g Total Load: Bearing Length Required checked): TL -Rxn= BL= 1389 0.98 LB IN (Beam only, support capacity not U Beam Data: Span: L= 16.5 FT U CO Q. Maximum Unbraced Span: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 W = Total Load Deflect. Criteria: U 240 it Roof Loading: U) u_ Roof Live Load -Side One: RLL1= 25.0 PSF W O Roof Dead Load -Side One: RDL1= 17.0 PSF Roof Tributary Width -Side One: RTW1= 2.0 FT Roof Live Load -Side Two: RLL2= 25.0 PSF Q Roof Dead Load -Side Two: RDL2= 17.0 PSF to Roof Tributary Width -Side Two: RTW2= 1.0 FT = C7 Roof Duration Factor: Cd -roof= 1.00 W Floor Loading: X Z Floor Live Load -Side One: FLL1= 40.0 PSF Floor Dead Load -Side One: FDL1= 15.0 PSF Z �. Floor Tributary Width -Side One: FTW 1= 0.0 FT W W Floor Live Load -Side Two: FLL2= 40.0 PSF 5 Floor Dead Load -Side Two: FDL2= 15.0 PSF M 0 Floor Tributary Width -Side Two: FTW2= 0.0 FT 0 �` Floor Duration Factor: Cd- floor= 1.00 Wall Load: WALL= 30 PLF = Beam Loads: U Roof Uniform Live Load: wL -roof= 75 PLF Roof Uniform Dead Load (Adjusted for roof pitch): wD -roof= 54 PLF _ O Floor Uniform Live Load: wL- floor= 0 PLF Z Floor Uniform Dead Load: wD- floor= 0 PLF U tn. Beam Self Weight: BSW= 10 PLF Combined Uniform Live Load: wL= 75 PLF I Combined Uniform Dead Load: wD= 93 PLF Z Combined Uniform Total Load: WT= 168 PLF Controlling Total Design Load: wT -cont= 168 PLF Properties For: #2- Hem -Fir Bending Stress: Fb= 850 PSI Shear Stress: Fv= 150 PSI Modulus of Elasticity: E= 1300000 PSI Stress Perpendicular to Grain: Fc -perp= 405 PSI Adjusted Properties Fb' (Tension): Fb'= 935 PSI Adjustment Factors: Cd =1.00 Cf =1.10 Fv': Fv'= 150 PSI Adjustment Factors: Cd =1.00 Design Requirements: Controlling Moment: M= 5728 FT -LB 8.25 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 1250 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= 73.52 IN3 S= 73.83 IN3 Area (Shear): Areq= 12.50 IN2 A= 39.38 IN2 Moment of Inertia (Deflection): Ireq= 261.71 IN4 Ro 1= 415.28 IN4 Combination Roof and Floor Beam[ 2003 International Building Code (01 NDS) ] Ver: 6.00.63 By: CT, Tyrrell Engineering on: 01 -18 -2005: 10:05:49 AM Protect: 6502 - Location: 5) GARAGE DOOR HDR Summary: 3.5 IN x 7.25 IN x 3.25 FT / #2 -Hem -Fir -Dry Use Section Adequate By: 277.9% Controlling Factor: Section Modulus / Depth Required 3.73 In Deflections: Dead Load: DLD= 0.00 IN Live Load: LLD= 0.01 IN = U6908 Total Load: TLD= 0.01 IN = U3980 Z Reactions (Each End): Live Load: LL -Rxn= 528 LB Z Dead Load: DL -Rxn= 389 LB Total Load: Bearing Length Required (Beam only, support capacity not checked): TL -Rxn= BL= 917 0.65 LB IN g D Beam Data: -3 U Span: L= 3.25 FT U 0 , Co Maximum Unbraced Span: Lu= 2.0 FT Live Load Deflect. Criteria: U 360 w = Total Load Deflect. Criteria: U 240 _J F- Roof Loading: Co U_ Roof Live Load -Side One: RLL1= 25.0 PSF w 0 Roof Dead Load -Side One: RDL1= 17.0 PSF Roof Tributary Width -Side One: RTW 1= 11.0 FT Roof Live Load -Side Two: RLL2= 25.0 PSF u- Q. Roof Dead Load -Side Two: RDL2= 17.0 PSF N n Roof Tributary Width -Side Two: RTW2= 2.0 FT = a Roof Duration Factor: Cd -roof= 1.00 E- _ Floor Loading: Z Floor Live Load -Side One: FLL1= 40.0 PSF Floor Dead Load -Side One: FDL1= 15.0 PSF Z O Floor Tributary Width -Side One: FTW1= 0.0 FT w w Floor Live Load -Side Two: FLL2= 40.0 PSF �. Floor Dead Load -Side Two: FDL2= 15.0 PSF Floor Tributary Width -Side Two: FTW2= 0.0 FT Floor Duration Factor: Cd- floor= 1.00 p �-- Wall Load: WALL= 0 PLF W W Beam Loads: Roof Uniform Live Load: wL -roof= 325 PLF Roof Uniform Dead Load (Adjusted for roof pitch): wD -roof= 233 PLF _ O Floor Uniform Live Load: wL- floor= 0 PLF .. Z" Floor Uniform Dead Load: wD- floor= 0 PLF W co) Beam Self Weight: BSW= 6 PLF L) Combined Uniform Live Load: wL= 325 PLF 1 Combined Uniform Dead Load: wD= 239 PLF Z Combined Uniform Total Load: WT= 564 PLF Controlling Total Design Load: wT -cont= 564 PLF Properties For: #2- Hem -Fir Bending Stress: Fb= 850 PSI Shear Stress: Fv= 150 PSI Modulus of Elasticity: E= 1300000 PSI Stress Perpendicular to Grain: Fc -perp= 405 PSI Adjusted Properties Fb' (Tension): Fb'= 1102 PSI Adjustment Factors: Cd =1.00 CI =1.00 Cf =1.30 Fv': Fv'= 150 PSI Adjustment Factors: Cd =1.00 Design Requirements: Controlling Moment: M= 745 FT -LB 1.625 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 587 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= 8.11 IN3 S= 30.66 IN3 Area (Shear): Areq= 5.87 IN2 , A= 25.38 IN2 Moment of Inertia (Deflection): Ireq= 6.70 IN4 . 1= 111.15 IN4 Combination Roof and Floor Beam[ 2003 International Buildinq Code (01 NDS) ] Ver: 6.00.63 By: CT , Tyrrell Enqineerinq on: 01 -18 -2005: 10:05:49 AM 2395 Proiect: 6502 - Location: 6) ROOF BEAM @ KITCHEN EXTENSION Fv'= 240 Summary: M= 10697 5.125 IN x 9.0 IN x 12.5 FT / 24F -V4 - Visually Graded Western Species - Dry Use V= Section Adequate By: 16.4% Controlling Factor: Moment of Inertia / Depth Required 8.55 In Sreq= Deflections: IN3 S= Dead Load: DLD= 0.23 Live Load: LLD= 0.31 Total Load: TLD= 0.54 Reactions (Each End): IN4 1= Live Load: LL -Rxn= 1953 Dead Load: DL -Rxn= 1470 Total Load: TL -Rxn= 3423 Bearinq Lenqth Required (Beam only, support capacity not checked): BL= 1.03 Camber Reqd.: C= 0.35 Beam Data: Span: L= 12.5 Maximum Unbraced Span: Lu= 2.0 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Camber Adjustment Factor: CAF= 1.5 Roof Loadinq: Roof Live Load -Side One: RLL1= 25.0 Roof Dead Load -Side One: RDL1= 17.0 Roof Tributary Width -Side One: RTW 1= 6.5 Roof Live Load -Side Two: RLL2= 25.0 Roof Dead Load -Side Two: RDL2= 17.0 Roof Tributary Width -Side Two: RTW2= 6.0 Roof Duration Factor: Cd -roof= 1.00 Floor Loading: Floor Live Load -Side One: FLL1= 40.0 Floor Dead Load -Side One: FDL1= 15.0 Floor Tributary Width -Side One: FTW1= 0.0 Floor Live Load -Side Two: FLL2= 40.0 Floor Dead Load -Side Two: FDL2= 15.0 Floor Tributary Width -Side Two: FTW2= 0.0 Floor Duration Factor: Cd- floor= 1.00 Wall Load: WALL= 0 Beam Loads: Roof Uniform Live Load: wL -roof= 313 Roof Uniform Dead Load (Adjusted for roof pitch): wD -roof= 224 Floor Uniform Live Load: wL- floor= 0 Floor Uniform Dead Load: wD- floor= 0 Beam Self Weiqht: BSW= 11 Combined Uniform Live Load: wL= 313 Combined Uniform Dead Load: wD= 235 Combined Uniform Total Load: WT= 548 Controllinq Total Desiqn Load: wT -cont= 548 Properties For: 24F -V4- Visually Graded Western Species Bendinq Stress: Fb= 2400 Shear Stress: Fv= 240 Modulus of Elasticity: Ex= 1800000 Stress Perpendicular to Grain: Bending Stress of Comp. Face in Tension: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd =1.00 CI =1.00 Fv': Adiustment Factors: Cd =1.00 Design Requirements: Controlling Moment: 6.25 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear: At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): Ey= 1600000 Fc _perp= 650 Fb_cpr= 1850 IN IN = U490 IN = U279 LB LB LB IN IN FT FT *4 FBI WE PSF PSF FT PSF PSF FT PSF PSF FT PSF PSF FT [109 PLF PLF PLF PLF PLF PLF PLF PLF PLF PSI PSI PSI PSI PSI PSI Fb'= 2395 PSI Fv'= 240 PSI M= 10697 FT -LB V= 3012 LB Sreq= 53.59 IN3 S= 69.19 IN3 Areq= 18.83 IN2 A= 46.13 IN2 Ireq= 267.39 IN4 1= 311.34 IN4 Z Z W � U O' CJ) 0 W =: Jam. � LL w O; LL Q = w H =, Z� � Z H' w �5 U .O CO O H w W: H LL O Lll Z C.) CO) p O Z I Z - Z Q � W . W� U 0 ! to O W= to LL,, QW O 9 5 U. j CO d . = W H =. Z F. t- O• Z F_ 2 :5 D0 !O N O F�- W W. u r - O*7 W Z U N• O Z Uniformly Loaded Floor Beam[ 2003 International Building Code (01 NDS) ] Ver: 6.00.63 Bv: CT, Tvrrell Engineering on: 01 -18 -2005: 10:05:48 AM Protect: 6502 - Location: 7) MAIN FLOOR BEAMS ® CRAWL Summary: 1.75 IN x 9.51N x 7.5 FT / 1.9E Microllam -Trus Joist - MacMillan Section Adequate By: 92.8% Controlling Factor: Section Modulus / Depth Required 6.84 In Deflections: Dead Load: DLD= 0.05 IN Live Load: LLD= 0.08 IN = L/1155 Total Load: TLD= 0.13 IN = U702 Reactions (Each End): Live Load: LL -Rxn= 975 LB Dead Load: DL -Rxn= 629 LB Total Load: TL -Rxn= 1604 LB Bearing Length Required (Beam only, support capacity not checked): BL= 1.22 IN Beam Data: Span: L= 7.5 FT Unbraced Lenqth -Top of Beam: Lu= 1.33 FT Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: U 240 Floor Loading: Floor Live Load -Side One: LL1= 40.0 PSF Floor Dead Load -Side One: DL1= 15.0 PSF Tributary Width -Side One: TW1= 6.5 FT Floor Live Load -Side Two: LL2= 40.0 PSF Floor Dead Load -Side Two: DL2= 15.0 PSF Tributary Width -Side Two: TW2= 0.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 65 PLF Beam Loading: Beam Total Live Load: wL= 260 PLF Beam Self Weight: BSW= 5 PLF Beam Total Dead Load: wD= 168 PLF Total Maximum Load: WT= 428 PLF Properties For: 1.9E Microllam- Trus Joist - MacMillan Bending Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Fb' (Tension): Fb'= 2644 PSI Adjustment Factors: Cd =1.00 CI =0.99 Cf =1.03 Fv': Fv'= 285 PSI Adiustment Factors: Cd =1.00 Design Requirements: Controlling Moment: M= 3007 FT -LB 3.75 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 1283 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= 13.65 IN3 S= 26.32 IN3 Area (Shear): Areq= 6.75 IN2 A= 16.63 IN2 Moment of Inertia (Deflection): Ireq= 42.73 IN4 1= 125.03 IN4 I Z - Z Q � W . W� U 0 ! to O W= to LL,, QW O 9 5 U. j CO d . = W H =. Z F. t- O• Z F_ 2 :5 D0 !O N O F�- W W. u r - O*7 W Z U N• O Z I i i i Uniformly Loaded Floor Beam( 2003 International Building Code (01 NDS) j Ver: 6.00.63 By: CT, Tyrrell Engineering on: 01 -18 -2005: 10:05:48 AM Proiect: 6502 - Location: 8) REAR DECK BEAM Summary: 5.5 IN x 9.5 IN x 6.0 FT / #2 - Hem -Fir - Wet Use Section Adequate By: 195.1% Controlling Factor: Section Modulus / Depth Required 5.53 In Deflections: Dead Load: DLD= 0.01 Live Load: LLD= 0.02 Total Load: TLD= 0.02 Reactions (Each End): Live Load: LL -Rxn= 750 Dead Load: DL -Rxn= 301 Total Load: TL -Rxn= 1051 Bearing Length Required (Beam only, support capacity not checked): BL= 0.70 Beam Data: Span: L= 6.0 Unbraced Length -Top of Beam: Lu= 1.33 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Floor Loading: Floor Live Load -Side One: LL1= 40.0 Floor Dead Load -Side One: DL1= 10.0 Tributary Width -Side One: TW1= 6.25 Floor Live Load -Side Two: LL2= 40.0 Floor Dead Load -Side Two: DL2= 15.0 Tributary Width -Side Two: TW2= 0.0 Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 25 Beam Loading: Beam Total Live Load: wL= 250 Beam Self Weight: BSW= 13 Beam Total Dead Load: wD= 100 Total Maximum Load: WT= 350 Properties For: #2- Hem -Fir Bending Stress: Fb= 675 Shear Stress: Fv= 140 Modulus of Elasticity: E= 1100000 Stress Perpendicular to Grain: Fc_perp= 405 Adjusted Properties Fb' (Tension): Fb'= 675 Adjustment Factors: Cd =1.00 CI =1.00 Cf =1.00 Fv': Fv'= 140 Adjustment Factors: Cd =1.00 Fc'_perp: Fc'_perp= 271 Adjustment Factors: Cm =0.67 Design Requirements: Controlling Moment: M= 1576 3.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 777 At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= 28.04 S= 82.73 Area (Shear): Areq= 8.33 A= 52.25 Moment of Inertia (Deflection): Ireq= 33.13 1= 392.96 IN IN = U4270 IN = U3048 LB LB LB IN FT FT PSF PSF FT PSF PSF FT PLF PLF PLF PLF PLF PSI PSI PSI PSI PSI PSI PSI FT -LB LB IN3 IN3 IN2 IN2 IN4 IN4 Z QQ !~ w W D. J U U O . N UJ J � CO U. w J u. Q co) d = w` Z �. H O WF 2 5; UQ O N; w w X U" LL f' —O 111 Z U = O Z Floor Joistf 2003 International Building Code (01 NDS) 1 Ver: 6.00.63 By: CT, Tyrrell Engineering on: 01-18-2005:10:05:49 AM Project: 6502 - Location: MAIN FLOOR JOISTS 0.30 Summary: 1.5 IN x 9.25 IN x 13.0 FT ® 16 O.C. / #2 - Douglas Fir -Larch -Dry Use 347 Section Adequate By: 31.0% Controlling Factor: Section Modulus / Depth Required 8.16 In Center Span Deflections: Dead Load: DLD- Center= Live Load: LLD - Center= Total Load: TLD- Center= Center Span Left End Reactions (Support A): LB Live Load: LL- Rxn -A= Dead Load: DL- Rxn -A= Total Load: TL- Rxn -A= Bearing Length Required (Beam only, support capacity not checked): BL -A= Center Span Right End Reactions (Support B): Live Load: LL- Rxn -B= Dead Load: DL- Rxn -B= Total Load: TL- Rxn -B= Bearing Length Required (Beam only, support capacity not checked): BL -B= Joist Data: Center Span Length: L2= Floor sheathing applied to top of joists -top of joists fully braced. Live Load Duration Factor: Cd= Live Load Deflect. Criteria: U Total Load Deflect. Criteria: U Center Span Loading: Uniform Floor Loading: Live Load: LL -2= Dead Load: DL -2= Total Load: TL -2= Total Load Adjusted for Joist Spacing: WT -2= Properties For: #2- Douglas Fir -Larch Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E= Stress Perpendicular to Grain: Fc -perp= Adjusted Properties Fb'= Fb' (Tension): Adjustment Factors: Cd =1.00 Cf =1.10 Cr =1.15 FV: Fv= Adjustment Factors: Cd =1.00 Design Requirements: Controlling Moment: 6.5 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) Controlling Shear: At a distance d from right support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): AV 0.08 IN 0.22 IN = U721 0.30 IN = U524 347 LB 130 LB 477 LB 0.51 IN 347 LB 130 LB 477 LB 0.51 IN 13.0 FT 1.00 480 360 40.0 PSF 15.0 PSF 55.0 PSF 73 PLF 900 PSI 180 PSI 1600000 PSI 625 PSI 1139 PSI 180 PSI M= 1 1549 F FT -LB Z Z' w tr 2 J U O N W= Jam, �L WO 2 �. J LL Q N a = H= ZF H O Z H-. 2 a U o: O CO � H UJ F _ u- - O. til z: Z.... Floor Joistj 2003 International Building Code (01 NDS) ) Ver: 6.00.63 By: CT, Tyrrell Engineering on: 01 -18 -2005: 10:05:49 AM Project: 6502 - Location: REAR DECK JOISTS 0.23 Summary: 0.29 1.5 IN x 9.25 IN x 12.25 FT ® 16 O.C. / #2 - Hem -Fir - Wet Use 327 Section Adequate By: 31.2% Controlling Factor: Moment of Inertia / Depth Required 8.45 In Center Span Deflections: LB Dead Load: DLD- Center= Live Load: LLD - Center= Total Load: TLD- Center= Center Span Left End Reactions (Support A): LB Live Load: LL- Rxn -A= Dead Load: DL- Rxn -A= Total Load: TL- Rxn -A= Bearing Length Required (Beam only, support capacity not checked): BL -A= Center Span Right End Reactions (Support B): Live Load: LL- Rxn -B= Dead Load: DL- Rxn -B= Total Load: TL- Rxn -B= Bearing Length Required (Beam only, support capacity not checked): BL -B= Joist Data: Center Span Length: L2= Floor sheathing applied to top of joists -top of joists fully braced. Live Load Duration Factor: Cd= Live Load Deflect. Criteria: U Total Load Deflect. Criteria: U Center Span Loading: Uniform Floor Loading: Live Load: LL -2= Dead Load: DL -2= Total Load: TL -2= Total Load Adjusted for Joist Spacing: WT -2= Properties For: #2- Hem -Fir Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E= Stress Perpendicular to Grain: Fc -perp= Adjusted Properties Fb' (Tension): Fb'= Adjustment Factors: Cd =1.00 Cf =1.10 Cr =1.15 Fv': Fv'= Adjustment Factors: Cd =1.00 Cm =0.97 E': E'= Adjustment Factors: Cm =0.90 Fc' -perp: Fc' -perp= Adjustment Factors: Cm =0.67 Design Requirements: Controlling Moment: M= 6.125 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controlling Shear: V= At a distance d from left support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= Area (Shear): Moment of Inertia (Deflection): S= Arcq= A= ireq= 1= 7X 0.06 IN 0.23 IN = U630 0.29 IN = U504 327 LB 82 LB 408 LB 1.00 IN 327 LB 82 LB 408 LB 1.00 IN 12.25 FT 1.00 IN3 480 IN3 360 IN2 40.0 PSF 10.0 PSF 50.0 PSF 67 PLF 850 PSI 150 PSI 1300000 PSI 405 PSI 1075 PSI 146 PSI 1170000 PSI 271 PSI 1251 FT -LB 359 LB 13.96 IN3 21.39 IN3 3.70 IN2 13.88 IN2 75.40 IN4 98.93 IN4 Z �Z D U 0 NO = W J (_ CO) O W LLQ N d ? h- H0 Z F_ 5 O N J3 F- W W . �U LL O lL Z. O ~' Z J n 3 I t i t Lex/dx= 0.00 Column[ 2003 International Building Code (01 NDS) ) Ver: 6.00.63 Ley /dy= 0.0 By: DT, Tyrrell Engineering on: 01 -19 -2005: 07:41:43 AM Prolect: 6502 - Location: TYPICAL COLUMN Compressive Stress: Fc= 1300 Summary: Modulus of Elasticity: E= 1300000 ( 2 ) 1.5 IN x 11.0 IN x 7.5 FT / #2 - Hem-Fir - Dry Use Bending Stress (X -X Axis): Fbx= 850 Section Adequate By: 53.4% Bending Stress (Y -Y Axis): Fby= 850 * Laminations to be nailed together per National Design Specifications for Wood Construction Section 15.3.3.1 Vertical Reactions: Live: Vert-LL -Rxn= 6630 LB Dead: Vert-DL -Rxn= 5373 LB Total: Vert-TL -Rxn= 12003 LB Axial Loads: Live Loads: PL= 6630 LB Dead Loads: PD= 5304 LB Column Self Weight: CSW= 69 LB Total Loads: PT= 12003 LB Eccentricity (X -X Axis): ex= 0.00 IN Eccentricity (Y -Y Axis): ey= 0.00 IN Axial Duration Factor: Cd- Axial= 1.00 Column Data: Length: L= 7.5 FT Maximum Unbraced Length (X -X Axis): Lx= 0.0 FT Maximum Unbraced Length (Y -Y Axis): Ly= 0.0 FT Column End Condition: Ke= 1.0 Calculated Properties: Column Section (X -X Axis): dx= 11.00 IN Column Section (Y -Y Axis): dy= 3.00 IN Area: A= 33.00 IN2 Section Modulus (X -X Axis): Sx= 60.50 IN3 Section Modulus (Y -Y Axis): Sy= 8.25 IN3 Slenderness Ratio: Lex/dx= 0.00 Ley /dy= 0.0 Properties For: #2- Hem -Fir Compressive Stress: Fc= 1300 PSI Modulus of Elasticity: E= 1300000 PSI Bending Stress (X -X Axis): Fbx= 850 PSI Bending Stress (Y -Y Axis): Fby= 850 PSI Adjusted Properties: Fc': Fc'= 780 PSI Adlustment Factors: Cd =1.00 Cp =0.60 Column Calculations (Controlling Case Only): Controlling Load Case: Axial Total Load Only (L + D) Compressive Stress: fc= 364 PSI Allowable Compressive Stress: Fc'= 780 PSI zK i Z ' W' � JU U O' N W =. Jam CO) LL; W O. J, LL Q co) =): = CY,. t— _: Z F- �_ O Z H 'D H: W W Z u_ ~O ti! Z U N O Z K P6 W N � v. ICI is ft 00 J O O O O NOTICE: IFT HE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO_ THE . QUALITY OF THE DOCUMENT. o CITY OF TUKWILA Public Works Department 206 -433 -0179 DEVELOPMENT BULLETIN C4 FALLING HEAD PERCOLATION TEST PROCEDURE Source: EPA, Onsite Wastewater Treatment and Disposal Systems, 1980. Number and Location of Tests A minimum of three tests shall be performed within the area proposed for an absorption system. They shall be spaced uniformly throughout the area. If soil conditions are highly variable, more tests may be required. Preparation of Test Hole The diameter of each test hole is 6 inches, dug or bored to the proposed depths of the absorption systems or to the most limiting soil horizon. To expose a natural soil surface, the sides of the hole are scratched with a sharp pointed instrument and the loose material is removed from the bottom of the test hole. Two inches of Y2 to 3 / -inch rock are placed in the hole to protect the bottom from scouring when the water is added. Soaking Period i The hole is carefully filled with at least 12 inches of clear water. The depth of water should be maintained for at least 4 hours and preferably overnight if clay soils are present. A funnel with an attached hose or similar device may be used to prevent water from washing down the sides of the hole. Automatic siphons or float valves may be employed to automatically maintain the water level during the soaking period. It is extremely important that the soil be allowed to soak for a sufficiently long period of time to allow the soil to swell if accurate results are to be obtained. In sandy soils with little or no clay, soaking is not necessary. If, after filling the hole twice with 12 inches of water seeps completely away in less than ten minutes, the test can proceed immediately. Measurement of the Percolation Rate Except for sandy soils, percolation rate measurements are made 15 hours but no more than 30 hours after the soaking period began. Any soil that sloughed in to the hole during the soaking period is removed and the water level is adjusted to 6 inches above the gravel (or 8 inches above the bottom of the hole). At no time during the test is the water allowed to rise more than 6 inches above the gravel. Approved 10.05.04 ~ w ' : 2 JU 00 NO J � �LL w U_ Q 7d F-w z= �_o Z h- �5 U� o� w U U _ w z 0- o ff Z DEVELOPMENT BULLETIN C4 FALLING HEAD PERCOLATION TEST PROCEDURE r Immediately after adjustment, the water level is measured from a fixed reference point to the nearest 1/16 inch at 30- minute intervals. The test is continued until two successive water level drops do not vary by more than 1/16 inch within a 90- minute period. After each measurement, the water level is readjusted to the 6 -inch level. The last water level drop is used to calculate the percolation rate. In sandy soils or soils in which the first 6- inches of water added after the soaking period seeps away in less than 30 minutes, water level measurements are made at 10- minute intervals for a 1 -hour period. The last water level drop is used to calculate the percolation rate. Calculation of the Percolation Rate The percolation rate is calculated for each test hole by dividing the time interval used between measurements by the magnitude of the last water level drop. This calculation results in a percolation rate in terms of minutes /inch. To determine the percolation rate for the area, the rates obtained from each hole are averaged. (If tests in the area vary by more than 20 minutes /inch, variations in soil type are indicated. Under these circumstances, percolation rates should not be averaged.) Example: If the last measured drop in water level after 30 minutes is 5/8 -inch, then: Percolation rate = (30 minutes) /(5/8 inch) = 48 minutes /inch. For the permit application, provide 1) a map showing the test locations, 2) the water drop in inches, 3) the time interval and 4) the calculated rate. Approved 10.05.04 2 z Z �w u� UO N CO J F- S2 U_ w o UQ N D i �w F- 0 z�_ W U� :O CO o � w =U ~ O LLI Z U =. O z r , 6 CITY OF TUKWILA : y Public Works Department 206- 433 -0179 ��'•': = DEVELOPMENT BULLETIN C2 • 19 ROOF DOWNSPOUT CONTROLS What are roof downspout controls? Roof downspout controls direct rainwater leaving the downspouts from a building, preventing flooding or other damage. Examples of downspout controls include splash blocks, dry wells, infiltration trenches, or piping directly to a City -owned storm drainage system. When is a PW review required for roof downspout control? j A storm drainage review is required; 1) for new roofs which are 500 square feet or larger; 2) when roof downspouts will connect to the City's storm drainage system; or 3) when ` drainage impacts to neighboring properties are anticipated. The City's storm drainage a system includes drainage ditches, drainage pipes, manholes, catch basins, and other methods to convey storm drainage. If my building needs storm drainage for the roof downspouts, what control should I use? Per 1998 King County Surface Water Design Manual, adopted by Public Works in 1999, ` j Essentially, roof downspout infiltration is required unless determined to be not feasible or not applicable using the evaluation'procedure in 5.1.1, p 5 -5." If my project does not need a review, what do I do about the downspouts from my roof? Your downspouts may go to a gravel trench, splashblocks, or other method to handle the rainwater, as long as the method you choose does not cause negative water impacts to neighboring properties. a + Can I connect the roof drains to the sanitary sewer? No. The storm drainage and the sanitary sewer must be separate for water quality and " public health reasons. Can 3 combine the footing drains and the roof drains? No. The two systems must be separate. If you have questions, please contact a Public Works Development Engineer. References: King County Surface Water Design Manual Uniform Building Code U.P.C. Appendix M: Subsoil Drains M 1.5 This Bulletin should not be used as a substitute for codes and regulations. Your project will be reviewed for specific compliance to codes and regulations. Approved 05.08.02 Revised 1 ---- -- 7 t . I z �~ w JU UO N J = H � w U. N �. = cY F _ w zF_ z� w UJ �o U O N. o� wW �- O LLi z U C0 o~ z �W1LA, tv ! ICJ••• ...ali�' • li �' • G City of Tukwila Steven M. Mullet, Mayor `�' `� �•� Department of Community Development Steve Lancaster, Director 1908 May 23, 2006 John Bishop 14005 33 PI S Tukwila WA 98168 RE: Request for Extension Development Permit No. D05 -040 Maltsberger Residence -14005 33 PI S Dear Mr. Bishop: This letter is in response to your written request for an extension to Permit No. D05 -040. The City of Tukwila Building Division will be extending the expiration date of your permit for an additional 180 days (through November 16, 2006). If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, e tl rn File: Permit No. D05 -040 P: Vennifer\Extension L.ettersTern*AD05.040 Permit Extension.doc Page t of 1 jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 z . Z' " u�D vO w3: J H:, W O' J: LL Q. N � W �- _: z z =Y ;O N . ZI H; W W" tii z:. P _' O z 14005 33' PIS Tukwila WA 98168 May 19, 2006 Regarding: Building Permit #D05 -040 We would request an extension of the permit for the following reasons. Our request to the Fire Marshall to waive the gallons/minute requirement for the new fire hydrant that we paid to have installed across the street from the residence was denied. So we are awaiting the installation of the new water mains in our neighborhood being done by the Water Dist 125. These mains are being delayed by the permitting process, but are all set to be installed within two weeks of the issuance of these permits. Once the mains are installed and tested the fire hydrant will pass the Fire Marshall's requirements and we will be able to get the final inspections on the house (which has been completed since October 2005) and have full use of it. Sincerely, Jo Bish r) 2 - Wq - 0 Z () S 1VYu MAY 2 2 2006 KRU CENM z QQ om. WD JU U 0 moo: CO w Ui o: w a_ a Co �O D o: ;p N` w w. LL O W Z' P� O z 14005 33` PI S Tukwila WA 98168 May 19, 2006 Regarding: Building Permit 4D05 -040 We would request an extension of the permit for the following reasons. Our request to the Fire Marshall to waive the gallons /minute requirement for the new fire hydrant that we paid to have installed across the street from the residence was denied. So we are awaiting the installation of the new water mains in our neighborhood being done by the Water Dist 125. These mains are being delayed by the permitting process, but are all set to be installed within two weeks of the issuance of these permits. Once the mains are installed and tested the fire hydrant will pass the Fire Marshall's requirements and we will be able to get the final inspections on the house (which has been completed since October 2005) and have full use of it. Sincerely, Jo Bishop (owner) Zole����f -�ZoS 01Kr szq 6Lt ,ffY 00TUKftA MAY 2 2 2006 JVEWT CENTER ��� p�•2o• fl KI -ob z '~ w' UO N 0 W w w =. CO L w� LL ¢. w ` �— 0; :z W 2 � U o '. 0 �,. W W V; U _ F-: —0. w Z U N O z i ,i i i i TUKWILA FIRE DEPARTMENT • FIRE PREVENTION BUREAU (206) 575 -4407 CORRECTION NOTICE /REINSPECTION FEE BUSINESS NAME: /)14 G.7S 8C1 t', Fs,� DATE: ADDRESS: 1 `/G' J 3 BLDG: SUITE: APT: TYPE OF INSPECTION: INSPECTOR: ,�� lS� BLDG. PERMIT #: CONTACT PERSON: PHONE: ACTION REQUIRED: i 112 CORRECTION OF THE ABOVE ITEMS ARE REQUIRED BY: 6 [Y A $80.00 Reinspection Fee is required and must be received by the Tukwila Fire Department, 444 Andover Park East, Tukwila, Wa. 98188, prior to reinspection. Make checks payable to the City of Tukwila and provide the YELLOW copy of this notice with payment. FAILURE TO PAY the reinspection fee within seven 7 days may result in the issuance of a citation for Failure to Comply. For Office Use Only: Date Paid: Receipt #: W- Office Y -File P- Contractor Correction Notice Reinspec Fee Revised 7/12/04 T.F.D. Form F.P. 100 z Z W =. J U. UO Co 0 J = F- S2 LL. W O La Co d, z i ... UJ �O z F- W U� O C =U u. O. z W N H � O z %UL City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 17: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. 18: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 19: Any material spilled onto any street shall be cleaned up immediately. 20: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). 21: A bond or cash equivelant in the amount of 150% x cost of work within the City Right -of -Way, made out to the City of Tukwila for possible property damages caused by activities. 22: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 23: Driveway shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of 5'. 24: Driveway shall be paved for a minimum distance of 20' from the edge of the existing road pavement. 25: Verify suitability of soils prior to installation of infiltration trenches. Complete soils investigation and /or conduct falling head percolation test. 26: ** *FIRE DEPARTMENT CONDITIONS' 27: Fire hydrants are required as detailed in City Ordinance #2052. 28: In lieu of a fire hydrant, an approved residential fire sprinkler system may be installed when vehicular travel distance from the nearest hydrant exceeds 250 feet. 29: For short plat development (four single family homes or less), hydrants shall be placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #2052) i 30: Fire hydrants shall conform to American Water Works Association specifications. C-502-54; it shall be compression type, equipped with two 2 -1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 -1/4" Pentagon open -lift operating nut. (City Ordinance #2052) W,4 fee ,D.f -i I Zg' �!D GfA i 31: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 32: These plans were reviewed by Marshal 51. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. A **continued w on ne page** �" .li •" / / CJ� ��L �/L.� [�L C, �C - i _ I'G S C xd d Z Z �W 2 U O N o. to W W = NLL W O LL Q X d. �W Z F = .. �o w� �5 UC3 ON 0H_ W W LL .Z U C0 P H O Z JAMES A. GUESS, INC. GENERAL. CONTRACTOR • UNDERGROUND UTILITIES CONSTRUCTION 40225 - 278th Way S.E., Enumclaw, WA 98022 License # JAMESGI000BJ INSURED PHONE 772 December 7, 2005 Mrs. Maltsberger 14005 - 33rd P1. S. Tukwila, WA 98168 (206)244 -8330 j Re: Complete Installation of fire hydrant, including all materials, labor and restoration. Subtotal $ 4 1 425.00 Sales Tax @ 8.8% $ 389.40 i Total Due $ 4 1 814.40 Thank You. Sincerely, 1. James A. Guess, Jr. JAG / j cg i ,Z iF- W . U U O: (a W Z W =: ;w O' N d ; W Z Z 0, W w' . ;O ST 0 1-s w W. W Z' U co H F, Z x• ,: 3331 S 140" St Tukwila, WA 98168 December 19, 2005 Chief Don Tomaso Tukwila Fire Department 444 Andover Pk. E Tukwila, WA 98188 Dear Chief Tomaso, This letter is in reference to the Modular Home at 14005 33rd P1 S in Tukwila. Bldg Permit: D05 -040 On November 10, 2005, we learned of the condition of permit for a fire hydrant upgrade or sprinkler system. (Gretchen Reynolds, whom we had hired to acquire the building permits for us, had failed to reveal these conditions to either us or the general contractor.) I phoned Water District 125 to find out what it would take to put in a fire hydrant. Russ informed me that we would need to hire a contractor that did this type of installation and gave me a list of possibilities. On November le we met with the contractor and Russ and the discussion included the fact that the water lines on S. 140' St. couldn't produce a 1000 gal/min flow. They did say that if they put it on 33` PI S and connected the lines from two directions that it would reach to that level of flow. The cost for this would be approximately $5,000.00 for installation, tax, and permit. Meanwhile, we contacted a sprinkler system installer and were told that since the house was completed it would be well over $8,000.00 to do the design, installation, and repair to the walls that need to be cut. It also was stated that we would possibly also need to add another water meter at an additional charge of $3,500.00. We chose to proceed with the fire hydrant as it would be the quicker solution to this condition of permit. After the installation was complete we were informed, by Russ, that the hydrant would only pump at 850 gpm and that the Water District had plans to upgrade the water lines in the area within a year, so that would be enough to get a variance for that short period of time. Meanwhile, my elderly parents are squeezed into our house and my mothers Alzheimer condition is getting worse - -a two week stay has turned into four months and counting. We would just like to work out a solution and get them into their home. This is the only house in the neighborhood that needed the 1000 gpm because of the city ordinance, the rest are grandfathered under the 590 gpm that was available. With the new fire hydrant, this house and the others now have an increased flow available to them of 850 gpm. Sincerely, Tom and Patti Maltsberger 206- 244 -8330 Z M W �U UO Uc w= J � N LL w O Q, =w Z �. �. O z�_ W LU �o U O N• . O F-- w w . U . L L ui Z UN H =. O~ Z e�, i is .ia�:. aA;i".ta ec..u+.dw::i+ �r�:: xtt. st K: �w& Y. iY. iyeai.. Sw.: s ,:gaz..n�a..,t5w:r;:..s...,r,w. -.. LL..ti;..:. �sy ^ �. ii+- ^.. <...::.r ..';::S.tL •k.:i,t:+:nUx:o•..,::: mil♦ \ `1 1 1 Cit of Tukodla Steven M. Mullet, Mayor Fire Department January 10, 2006 Tom and Patti Maltsberger 3331 S 140` Street Tukwila Washington 98168 Re: Modular home variance request Dear Mr. & Mrs. Maltsberger: Nicholas J. Olivas, Fire Chief This letter is in response to your correspondence to Fire Marshal Don Tomaso, dated December 19, 2005, regarding the modular home located at 14005 33d P1 South in Tukwila. The State of Washington and The City of Tukwila have adopted the 2003 Edition of The International Fire Code as law. This code identifies the minimum requirements for fire safety issues. In practical application, this means that the city cannot approve any condition that is less than the code requires. The city can adopt regulations that are more restrictive than the code but cannot adopt regulations that are less restrictive. Section B 105 of the 2003 Edition of The International Fire Code states in part: " The minimum fire -flow requirements for one -and two family dwellings having a fire -flow calculation area which does not exceed 3,600 square feet shall be 1,000 gallons per minute" (emphasis added). A reduction of 50% of the required fire flow is allowed if an approved automatic sprinkler system is installed. Early in this process, sometime in April or May, Gretchen Reynolds contacted Chief Tomaso. The purpose of her contact was to ascertain fire department requirements for the project. Chief Tomaso advised her that a hydrant, flowing 'a minimum of 1,000 gallons per minute was required to be located within 250 feet of the structure. He informed her that it was unlikely the fire flow could be achieved at that location due to deficiencies in the water system. He proceeded to tell her that the fire flow requirement could be reduced if an approved automatic sprinkler system was installed. It is appropriate at this juncture to tell you that Water District 125 is well acquainted with the requirements identified above and that Russ is not in a position to give advice regarding variances to city law. As stated above, the city cannot approve any condition that does not meet the minimum requirements of the code. Under these circumstances, we will not approve the project and will not grant a variance to the minimum requirements of the code. z �Z �W �U UO. N o W N O W U. CO) v = W z E - O w ~. �5 U O - 0 H W F- 0 CO) o� z. Please feel free to contact me if you have any questions regarding any information contained in this document. Sincerely, aJ Nicholas J Olivas Fire Chief z �-- z D; UO �o cn w w =; J F-: N W; W O° J: N d;. Z H O Z H-: ;W W; U U, O tn; W W, . F=- U LL. _O Z'. W N i Z 3 d V�IILA, f Tukwila City o Y Steven M. Mullet Mayor Q - WN ? Department of Community Development Steve Lancaster, Director '' 1908 04 -03 -2006 GRETCHEN REYNOLDS 3058 S 200 SEATAC, WA 98198 RE: Permit No. D05 -040 14005 33 PL 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 a one or more extension of time for additiona perios not exceeding 90 days each. Extension requests must be in writing 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 05/20/2006, 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. Z Z. W u� D . J0 001 CJ) 0 W =` J �.. cn LL,. WQ O' oC � Q CO d = W F- O Z F— W U 0. ;O N. W u1' �U L O` ill Z U =: H O F- Z I< • 12 t Y+ , 1908 ' 3` November 6, 2005 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Gifford Olson Construction Inc PO Box 2744 Gig Harbor, WA 98335 Steve Lancaster, Director RE: Refund Maltzberger Residence — D05 -040 i Dear Sir or Madam: f Enclosed please find a check in the amount of $5,000.00 for work in the right -of -way for driveway access and undergrounding power for the property located at 14005 — 33r Place S, Tukwila, Washington. If you should have any questions, please contact our office at (206)431 -3672. Sincerely, I .. i Brenda Holt Permit Coordinator end xc: Permit No. D05 -040 a QADocuments\Bond Release\D05.040 - Refund Letter.DOC bh 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 z Z`. 6D .3 U . UO � o U) J �. S2 tL,. W O 5 WQ co z�. �o z �- W W' �f UO O N � H W W _ W Z': L11 O~ Z CITY OF TUKWILA, WA 98188-2544 ACCOUNTS PAYABLE CHECK NO. 1205303 11/3012005 BOND/DEPOSIT REFUND (D05-040) 5,000.00 z C.) u 0 M 0 w w N LL UJI U. z I-- zr W w 0 0 3: UJI rF z Memo i I i { Ii Nmernber21, 2005 To: Laurie Anderson From: Brenda Holt Re: D05 -070 Please refund the $5,000.00 for work in the right -of -way for driveway access and undergrounding of power for the property located at 14005 — 33` Place S. Please make the check out to: Gifford Olson Construction Inc PO Box 2744 Gig Harbor, WA 98335 Please send the check to my attention and I will forward it to them. Thank you. Xc: File No. D05 -040 QN)wuments0ond Release1D05 -040 - Refund Memo.doc bh Z �_- Z J U' UO U 0'. w =. J W O' U- ¢. cf) = a r— _ Z �. z O; W w' D o O U ` W W: ui Z U C0 O Z o 1905 City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 206 - 431 -3670 DEVELOPER'S PROJECT WARRANTY REQUEST FORM 1:. to be coin I I Address: ofe-5 (�\)LSG 1�j City /State /Zip Name of Developme r c( P1 5 Release should be sent to: Name: Date: ��o S Permit No.: DD�; -Oyo 1pVl1Sk tt�,3Lc Description of items to be completed (reference plans/ ocuments where items are described): WbrK 0 r'i ht�o� -u�cs -�� rrU�c�a� CLcc.e &S a nc( of cc)e r As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of $ C�, oyo ' © o (150% of value to complete work above) and attach support documentation for value of work. I will have this work carried out and call for a final inspection by this date: 03 1/ - ,?a Ic) L , or risk having the City use these funds to carry out the work with their own contractor or in -house manpower. If I fail to carry out the work, I hereby authorize the City to go onto the property and carry out completion of tW ficiencies. I further agree to complete all work listed above prior to requesting inspection and release oft Signed: Title: ✓`�� c bC Section --2.- to;be completed:by City staff THIS FUND IS AUTHORIZED TO BE ACCEPTED.' Signed: Department Head: Amount $ r a? l�0• D ��Y� Deposited this Date: U Oq^310 S Z Cash /Check ❑ Cash Assignment ❑ Bond City Receipt No.: Received By: Section 3 - to be completed by Developer All work identified in Section 1 of this form has now been completed and returned to department which authorized warranty. I hereby request inspection and release of my cash /cash equivalentibond. Developer's Representative: Date: To be completed by City staff have reviewed the above work and found it acceptable and therefore authorize the release of the above jq9 /ca 4 sh equivalent/bond. Inspector: wx- Date: Wo Authorized By: Section 4 - to be completed .by City staff Amount Released: $ 5050 _ (r Check - Check No. 1,0 ❑ Cash Equivalent — Letter attached ❑ Bond — Letter attached Date Released: Released by: - Wiry 2nd procedura4d book%daclopa's projcd wwwly form Cralcd. Fdxuuy 7!X13 Z Z w JU 0 0 (/) CO) = C0 U_ w0 LL ¢ = �w Z �O Z�_ W W U ON off w LL O. ui Z O Z I Citv of Tukwiln 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 1523049156 Permit Number D05-040 Address: 14005 33 PL S TUKW Status: ISSUED Suite No: Applied Date: 02/03/2005 Applicant: MALTSBERGER RESIDENCE Issue Date: 04/28/2005 Receipt No.: ROS -01365 Payment Amount: 5 Initials: LAW Payment Date: 09/13/2005 01:33 PM User ID: 1630 Balance: $0.00 1 Payee: GIFFORD OLSON CONSTRUCTION INC TRANSACTION LIST: Type Method Description Amount �. Payment Check 7390 5,000.00 I ACCOUNT ITEM LIST: 1 Description Account Code Current Pmts BONDS /DEPOSITS 000/386.908 5,000.00 Total: 5,000.00 z �- W U 0 �o N w J � N U.. w 0 LL Q, = C3► �W Z �. � U� :0 �;. W w: H U; LL 0 lJ.l Z. . f- X. 0 �'.. Z 71.33 09/14 7716 TOTAL 5000.00 doc: Receipt Printed: 09 -13 -2005 W `• �: 1908 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director y February 8, 2005 43 Ms. Gretchen Reynolds 3058 South 200 SeaTac, Washington 98198 RE: Letter of Incomplete Application # 1 Development Permit Application D05 -040 Maltsberger Residence/Modular Foundation— 140xx 33` Place South Dear Gretchen: This letter is to inform you that your application received at the City of Tukwila Permit Center on February 3, 2005, is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: Building Department: Ken Nelsen, at 206 431 -3677, if you have questions. concerning the attached memo. Please address the above comments in an itemized format with applicable revised plans,° specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other �. documentation be resubmitted with the appropriate revision block. 4 in order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in Person and will not be accepted throujuh the mail or by a messenger service. I j If you have any questions, please contact me at the Permit Center at (206) 433 -7165. M Sincerely, ' Stefania Spencer Permit Technician Enclosures i xc: Permit File No. D05 -040 i i 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 • Phone: 206- 431 -3670 Fax: 206- 431 -3665 . a �W QQ J V UO: U 0 to W N u-. W O: J U. ?. CO �W Z O Z F-- U� ,O O I-- W W' — O .. Z. W U co) : Z f Determination of Completeness Memo 1 Date: February 8, 2005 Project Name: Maltsberger Residence / Modular building permit application Application #: D05 -040 Plan Review: Ken Nelsen, Senior Plans Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. A roof drain dispersion trench design has been provided on the plans. However, because of experience with crawl space drainage or basement drainage in the general vicinity of the subject building site, address the following foundation / footing drainage comments. a) To maintain the crawl space foundation construction, provide additional plan details to identify a footing drain or a crawl space water discharge system. The discharge system will generally be separate from the roof drain system. Coordinate any combined discharge systems with the Tukwila Public Works Department. The intent is that groundwater will not accumulate in the crawl space. Review the following State Plumbing Code subsoil drain requirements for your design. U. P.C. APPENDIX M: SUBSOIL DRAINS M 1.5 (Washington state Amendments) ❑ Subsoil drains shall be provided around the perimeter of buildings having basements, cellars, or crawl spaces or floors below grade. Such subsoil drains may be positioned inside or outside of the footing, shall be of perforated, or open jointed approved drain tile or pipe not less than three (3) inches in diameter, and shall be laid in gravel, slag, crushed rock, approved three quarter (3/4) inch crushed rock, approved three quarter (3/4) inch crushed recycled glass aggregate, or other approved porous material, With a minimum of four (4) inches surrounding the pipe on all sides. Filter media shall be provided for exterior subsoil piping. ❑ Subsoil drains shall be piped to a storm drain, to an approved water course, to the front street curb or gutter, or to an alley; or the discharge from the subsoil drains shall be conveyed to the alley by a concrete gutter. Where a continuously flowing spring or groundwater is encountered, subsoil drains shall be piped to a storm drain or an approved watercourse. • Page 1 z �_- z �w D JU UO J Lu CO) U. w 0 u. i w zF- 1- z i-- w VD Cl) o f-. wW LL O .z v CO) O r ' z l Page 2 of 2 D03 -370 - Incomplete memo ❑ Where it is not possible to convey the drainage by gravity, subsoil drains shall discharge to an accessible sump pit provided with an approved automatic electric pump. A sump pit shall be at least fifteen (15) inches in diameter, eighteen (18) inches in depth, and provided with a fitted cover. The sump pump shall have an adequate capacity to discharge all water coming into the sump as it accumulates to the required discharge point, and the capacity of the pump shall not be less than fifteen (15) gpm. The discharge piping from the sump pump shall be a minimum of one and one - half (1 -1/2) inches in diameter and have a union to make the pump accessible for servicing. ❑ Subsoil drains subject to backfiow when discharging into a storm drain shall be provided with a backwater valve in the drain line so located as to be accessible for inspection and maintenance. No further comments at this time. • Page 2 z � Z. w J U' U O' N 0 'w =' CO U- w O LL ¢ D. U O. z �- w w: 'U O N! ?W W —O .. Z: O z x Brenda Holt D05- 040 -Maltsberger Resid c e From: Donald Tomaso To: Brenda Holt Date: 04/22/2005 4:13PM Subject: D05- 040 - Maltsberger Residence Brenda, had the conditions to the permit for the Fire Hydrant, Ms. Reynolds never returned the call after I requested the revised Fire Hydrant location. the address will be 14005 - 33rd Place South. Questions let me know. Don i I Page 1 z Z, W U; - U O N CO w: w= ,W O. 9:3 LL Q.. n 2 C! H= Z F- Z O , LuW � p ;0 CT D F W F- W Z; O Z. . King County: Assessor Property Characteristics Report -� Page 2 of 3 Plat Name 152304915605 Present Vacant Number Use (Single - family) Plat Block 152304156BEG 995 FT W & 20 FT S OF NE Water WATER Description E LN SUBD 106 FT TH E 62 FT TH N 106 FT TO System DISTRICT Plat Lot Sewer PRIVATE System RESTRICTED Lot Area 6,572 SgFt Access PUBLIC (0.15 acres) Section/Township /Range SW 15 23 4 Street Surface PAVED Assessor Legal Description Records: Account 152304915605 Record 01 - Number Number 02 152304156BEG 995 FT W & 20 FT S OF NE Legal COROF SW 1/4 OF SW 114 TH W 62 FT THS PLT Description E LN SUBD 106 FT TH E 62 FT TH N 106 FT TO BEG This report was generated: 4/22/2005 4:23:09 PM Related on -line reports: j DDES: Permit A Report ! King County: Dist ricts and Develo Co Report k ing County Assessor: e Real Propert Re port (PDF format re ± Acrobat ) '; Kin g y p rty Count T O perations: Pr Tax Infor Treasury j Recorders Office: Excise Tax Affidavits Report ! Recorders Office: Scanned ima of plats, survey and other ma documents Enter a 10 digit Parcel Number: or Enter an address: Search Kin County I GIS Center I N ews I S ervice s I Co mment s I Search By visiting this and other King County web pages, you expressly agree to be bound by terms and conditions of the site. http: / /www5.metroke.gov/ reports /property_report.asp ?PIN =1523 049156 04/22/2005 z w D J U: UO 0 UJ CO) U. WO OC U. c �. = z_ z o W U� O Cf) DF WW H U: u' ~O ..z w U= O F- z i King County: Assessor Property Characteristics Report j The detail Page 3 of 3 z , J U: U O v) W w =' Jam.. W O'. w z W w; 2 D; O N' 0 F_- W w '. I V lL � w z C.) CO _O Z King County Dept. of Finance, Treasury Operations - Property Tax Information Tax Account Number Parcel Number 152304915605 (This account is 1523049156 active.) Tax Payer Name MALTSBERGER PATRICIA +THOMA399999 Annual Statement Requested by Mailing Address 3331 S 140TH TUKWILA WA 98168 Amount Due: $ 109.64 First half amount if paid by May 02, 2005 . e -Tax On -Line Payment It is not necessary to have a tax statement to make your payment. Please write the account number on your check and make it payable to and mail it to: King County Treasury 500 4th Ave, #600 Seattle, WA 98104 If the mailing name or address is incorrect and you want to make a change, please click on the following link: Tax Info FAQ If you would like an official printed tax statement mailed to the mailing address listed above click on the REQUEST PRINTED TAX STATEMENT button. REQUEST PRINTED TAX STATEMENT 2005 Tax Information Tax Amount: $ 212.77 Other Information FEES Land Value: $ 16,000 NOXIOUS WEED $ 1.50 Improvement Value: $ 0 CONSERVATION $ 5.00 Status: Taxable Page 1 of 3 'f1 ; http: / /www.metrokc.gov/ finance / treasury /kctaxinfo /taxinfo.aspx ?parcel_id = 1523049156... 04/22/2005 , mom z z 00 CO wi J F- S2 LL w J LL ¢, =d �_ Z h-. E- O W ~ w �o U O N ww F- LL O: w z UN oF- z D King C ounty HomeNews Services Comments Search King County Dept. of Finance, Treasury Operations - Property Tax Information Total Billed: $219.27 Levy Coder 24131 Paid: $ 0.00 Interest: $ 0.00 Penalty: $ 0.00 Amount Due: $ 109.64 2004 Tax Information Tax Amount: $ 214.76 Other Information FEES Land Value: $ 16,000 NOXIOUS WEED $ 1.50 Improvement Value: $ 0 CONSERVATION $ 5.00 Status: Taxable Total Billed: $ 221.26 Levy Code: 2413 Paid: $ 221.26 Interest: $ 0.00 Pena lt $ 0.00 Amount Due: $ 0.00 2003 Tax Information Tax Amount: $ 209.73 Other Information FEES Land Value: $ 16 NOXIOUS WEED $ 1.50 Improvement Value: $ 0 CONSERVATION $ 5.00 Status: Taxable Total Billed: $ 216.23 Levy Code:l 2413 Paid: $ 216.23 Interest: $ 0.00 Pena lt : $ 0.00 Amount Due: $ 0.00 2002 Tax Information Tax Amount: $ 216.16 Other Information FEES Land Value: $ 16,000 NOXIOUS WEED $ 1.50 Improvement Value: $ 0 Total Billed: $ 217.66 Status: Taxable Paid: $ 217.66 Levy Code:1 2413 Interest: $ 0.00 Penalt : $ 0.00 Amount Due: $ 0.00 Receipt Information Date: 10/29/04 Receipt #: 119461 Amount: $ 110.63 Date: 04/23/04 Receipt #: 139730 Amount: $ 110.63 Page 2 of 3 http: / /www.metrokc.gov/ finance / treasury/ kctaxinfo /taxinfo.aspx ?parcel_id =1523 049156... 04/22/2005 f z �w JU UO N o J f �LL ,w O 9 E LL a. �. w z z o. W 2 5° D o, o CO o� w ui F- L ui z X: z i King County Dept. of Finance, Treasury Operations - Property Tax Information Page 3 of 3 Date: 10/23/03 Receipt #: 094606 Amount: $ 108.11 Date: 07/01/03 Receipt #: 219205 Amount: $ 118.93 Date: 10/09/02 Receipt #: 442556 Amount: $ 108.83 Date: 1 02/22/02 Receipt #: 006836 Amount: $ 108.83 _ ... _ ........ _ ___.....__._ .......... __.. ... ..... .___------ Treasury Operations Tax Information Home Kin County I News I Services I Comments I Search Links to external sites do not constitute endorsements by King County. By visiting this and other King County web pages, you expressly agree to be bound by terms and conditions of the site. c i. I I 1, i i 1 7 The details. i i http: / /www.metrokc.gov /finance/ treasury / kctaxinfo /taxinfo.aspx ?parcel_id = 1523049156... 04/22/2005 z J U. U0: N O to W ,w =: CO) LL' w 0 2 9 5. U. < U D F- W Z W U J U U : .0 N' WW U_ O: .. Z LU U N, O~ z.. i King County: Assessor Property Characteristics Report Pagel of 3 i King County - By law this information may not be use for commercial purposes. Assessor Real Property Records: MALTSBERGER Parcel Number 1523049156 Taxpayer PATRICIA +THOMAS Account Number 152304915605 i Tax Year 2004 Levy Code 2413 Tax Taxable Value NONE OR Status TAXABLE Reason UNKNOWN Appraised Land Value $16,000 Taxable Land Value $16,000 Appraised Improvement Value $0 Taxable Improvement Value $0 MALTSBERGER Parcel Number Taxpayer PATRICIA +THOMAS Account Number Tax Year 2005 Lev Code ............... Tax T A U A o , Taxable Value 1523049156 152304915605 2413 NONE OR Status ' Reason UNKNOWN ISale Price Appraised Land Value $16,000 Taxable Land Value $16,000 Appraised Improvement Value $0 Taxable Improvement Value $0 Assessor Property Sales Records: Tip: Use the Recorders Office: Excis Tax Affid Report to see more sales records details Sale Date 3/24/2003 ISale Price $0 Seller Name BISHOP JOHN +PATRICIA Buyer Name MALTSBERGER PATRICIA +THOMAS Sale Date 2/7/1997 ISale Price 1$16,000 Seller Name BALL KENNETH RAY Buyer Name BISHOP JOHN D +PATRICIA A Assessor Parcel Records: District Name TUKWILA Property Name Ty r RESIDENTIAL u u http: / /www5.metrokc.gov/ reports /property_report.asp ?PIN= 1523049156 04/22/2005 z ;�- z �2. u� D 00 W U) J � U. w U - U) d =w z� z O- w � o U o— o� w XU LL: o w z U= o� z WHEN RECORDED RETURN TO: Satterberg Healy & Eeckhoudt 983215 th Avenue Southwest Seattle, Washington 98106 20030325002379 BISHOP PAGE 001 OF 002 CD KING COU 0 COUNTY, E1946934 03/25/2003 13:30 KING COUNTY, W Z.00 SALE 10.00 PAGE 001 OF 003 GRANTOR JOHN D. BISHOP AND PATRICIA A. BISHOP GRANTEE PATRICIA MARIE MALTSBERGER AND THOMAS J. MALTSBERGER ADDRESS NO ADDRESS ABBREVIATED LEGAL: SW SW SEC 15,TWP 23N, R4 E TAX PARCEL IDENTIFICATION NUMBER: 152304 - 9156 -05 IT A' { QUIT CLAIM DEED i THE GRANTORS JOHN D. BISHOP AND PATRICIA A BASHOP for and in consideration of love and affection conveys and quit claims to PATRICIA MARIE MALTSBERGER AND THOMAS J . MALTSBERGER the following described real estate, situated in the County of King, ! State of Washington, together with all after acquired title of the grantor(s) herein: i LEGA L DESCRIPTION ATTACHED HERETO AND MADE A PART HEREOF BY THIS REFERENCE Subject to easements, reservations, restrictions, covenants, and other rights of record. f DATED March 24, 2003 O N D. BISHOP ,,......�� PATRICIA A. BISHOP i STATE OF WASHINGTON ) ss. COUNTY OF KING ) ���� M • EEC On this day personally appeared before me O JOHN D AND PATRICIA A BISHOP to me N 0 — known to be the individuals described in and rn; = cn: —+ - who executed the within and foregoing PUBLIC Instrument, and acknowledged that they signed '' the same as thier free and voluntary act and :� F ?Rr ? �'� \�� / // OF deed, for the uses and purposes therein WASN\" ,�,\ mentioned. GIVEN under my hand and officia seal t is ` day of March 2003. �O 600 Ja s M. Eeckhoudt mission ex ires 2/19/06 z W U O Ci) C3 co W J = I— NLL W O u. Q �a H= I — O z F- W �5 U� o� 7: z W U CO) O z LEGAL DESCRIPTION: PARCEL A: That portion of the Southwest quarter of the Southwest quarter of section 15, Township 23 North, Range 4 East, III., in King County, Washington, described as follows: Beginning 996 feet Most and 20 feet Southi'of the Northeast corner of the Southwest quarter of the Southwest quarter of Section 15, Township 23 North, Range 4 East, N.N., in King County. Washington; THENCE West parallel with the North line of said subdivision 62 feet; THENCE South parallel to the East line of said subdivision 106 feet; THENCE East parallel with North line of said subdivision 62 feet; 'THENCE North parallel with the East line of said subdivision 106 feet to the true point of beginning. PARCEL 6: An easement for ingress and egiess over the East 12 feet of the following described property; '.-" That portion of `ibe Southwest quarter of quarter 3action 16. Township 23 North, Rarige 4 East. W.N.; "in King County, Washington, described as follows: ,. Beginning at the Northeast corner of said subdivision and running; THENCE West . along the North line thereof 855 feet; THENCE South parallel to the East line of said subdivision 20 feet to a cedar post; THENCE West of of theltract of said ion 202 feet to THENCE South parallel. to the East line of said subdivision 106 feet, THENCE Wait parallel to the North line of subdivision 74 foot; THENCE. North parallel to the East line of said subdivision 106 feet; THENCE point to the North line of said subdivision 74 feet to the Situate in the County of King. State of Washington. Z W `. D UO N 0; W =' cn H . W . 2 �'. 9:3 . N d ~W Z �.. F— O ZH � p U .O N D 1;• W U. 0 LLI Z U N' O Z 20050209001406 [Space Above ihls !.tile For Recording ;Data] ' Loan Ntua;er: 0500526053 DEE .Of UbST MIN: 1001794 - 0500526053 = L 8')? ART „TITLE Grantor(s) (Last name first, then first name and'fghlals): ;''� 1. MALTSBE,RGER, THOMAS J V Il 2. MALTS$ERP.ER, PATRICIA M 3. 4. :,•: 6. ❑ Additional nimes um page of document. Cranlee(s) Mst najne flAt, then first name and Initials): I 1. �40RTq.AGV EL ]§CTRONIC REGISTRATION SYSTEMS, ':2 {MFRS}` 2. 3. ❑' ': tramEs on [)age of document: Legal DekrtplGn (abbreviated, [.e; 10,ilocti; plat or section, towns@p, range): PRT SWl /4 S4(':%4 ;7 ,5 -23 -4 Full legal description on page 3 "of.d:;acvment: Assessor's Property Tax Parcel(s) of Reference Numtxr(s) Assigned or R ❑ Additional references on page �iurirber(s): 1'S 2 3. ' 9'•2,•16 — 03 o[:docu In enl. • 1ti; - 51 FaRlll ” '' '•,• ';'DOCItRiglC 600.619•iJ61 Idle Mec UNIFORM INSTRUMENT- MERS },• www•docmig/c.com i Page 1 of 15 x .., , , i� t •: � U Z Z` ! aa Y W W :` UO cl W. W T O LL ; l i J. lL Q. C CY' �W Z x t- O W U� O N' W W` H L): !L O Z U CO O F "' Z l 'DEFINITIONS Words used i6 rnultiple.sectiods of.thls d 13, 18,;20 apd i1. Ccrtai't rules regil•din t .. (A) :i'"Secbrity Ir1 trument'5m6ns this with all• to 1411s tlocurrtent..` (B) "Borrower" N THbMiS J't J HUSBAND• WIFE: WHO AND THO'�AS MALT;�BE l^ are defined below and other words are defined In Sections 3, 11, ge of words used In this document are also provided In Section 16. NALTSBERGER, M. MALTSBERGER dated FEBRUARY 2, 2005 , together 'AND PATRICIA M TLE AS PATRICIA AND HUSBAND Borrower is the trustor under this Instrument. (C) "Lender" is PROFESSIONAL 9ORTGAOE,,,,•TNC, Lender is a WASHINGTON CORP09ATION;` and existing under the laws of WASHINGTON organized Lender's address is 21400 PACIFIC,:' HW?,i`. ' S . +' SUITE 3b2- : SEATAC, WASHINGTON 98198 ' :•,. (D) „ „ STEWART TITLE Trustee (s t 18000 ...'. RNATIONAL BLVD. S. #k510, SEATAC,.;' WX$HIk7GT0N 987:'88 {E) "MRS" is Mortgage Electronic Registration SysftnR,, Itic. MFRS Is "Yeparate, :corporation tha is acting solely as.A nominee foi and Lender's successors and assigns; °ME1ZS U' the beneficiary'under this Security Instrument. PhRS is organized and,exLsting under the laws of Delaware, and has.an address.And telephone number of P.O:FBox 626': MI MI 48501 -2026, tel. (888) 679 -MFRS. `:' ' ,`• 1 (F) ''Note '-t*means the;promissory note signed by Borrower and dated EE BR` E3ARY -2, ; `'20p5 The Mote states that Borrower owes Lender ONE HUNDRED FIFTY;,EIGHT Tli0USA]b AND 0O%10�' ;' Dollars (U.S. S 158'Od'! . 00 ) plus interest. Boirowed'has ptomispil to,pay debt in regular Periodic Payments and to pay khe In full not later than- AARd 1 1' 2020,•'' i (C) "1?i•.opeity" means the property that Is described below under the heading "Transfer of . In the Property." -A. "Loan" meafis the debt-evidenced by the Note, plus Interest, any prepayment charges and late charges due under the Note, and all due''und,¢r thi3 Security Instrument, plus interest. m '•li r4u4neais alt:'kldQts to Se6drity Instrument that are executed by Borrower. The following Riders �• are to be executed 4 Bo [check•6ox as appJicablel: ❑ Adjustable "Pate Rider ❑'`:Condominlym Rider ❑ Second Home Rider ❑ Balloon Rider, `❑ ' ?larrped,;Onfi Development Rider ❑ Other(s) [specify] ❑ 1 -4 Family Rider•:..,••j'''' ❑ Bh%ehly Payment-.Rider (J) "Applicable Law" means alfcontrolting.applimble federal, state acid local statutes, regulations, ordinances and administrative rules and orders (tha't,have the,gffect of,Iaw) A well azall''applicable final, non - appealable judicial opinions. ; i ,.. (K) "Community Association Dues; $ties, and'Assessmetits" pieaps all dties, fees, assessments and other charges that are imposed on Borrower or the Property by a condoininiuin association, homeowners association or similar organizatlon. WASHINGTON--S inggle Familyy� ;: Do�JlTayic 4EVbV aR 900•are•rJ62 Fannie Mae /Freddie Mac'UNIFORM INSTRUMENT • MERS ' .' ' r wwwddemaglc.com Form 3048 1101 Page 2 or 15 •,. • r it di z Q U Q. W =. J F. LL WO 2 �, Q LL Q. C0 �. �. W z H Z �_ W LLJ U 0 W W: S F_ �, —0 111 z U= O Z X ,r`' r' `• l 'DEFINITIONS Words used i6 rnultiple.sectiods of.thls d 13, 18,;20 apd i1. Ccrtai't rules regil•din t .. (A) :i'"Secbrity Ir1 trument'5m6ns this with all• to 1411s tlocurrtent..` (B) "Borrower" N THbMiS J't J HUSBAND• WIFE: WHO AND THO'�AS MALT;�BE l^ are defined below and other words are defined In Sections 3, 11, ge of words used In this document are also provided In Section 16. NALTSBERGER, M. MALTSBERGER dated FEBRUARY 2, 2005 , together 'AND PATRICIA M TLE AS PATRICIA AND HUSBAND Borrower is the trustor under this Instrument. (C) "Lender" is PROFESSIONAL 9ORTGAOE,,,,•TNC, Lender is a WASHINGTON CORP09ATION;` and existing under the laws of WASHINGTON organized Lender's address is 21400 PACIFIC,:' HW?,i`. ' S . +' SUITE 3b2- : SEATAC, WASHINGTON 98198 ' :•,. (D) „ „ STEWART TITLE Trustee (s t 18000 ...'. RNATIONAL BLVD. S. #k510, SEATAC,.;' WX$HIk7GT0N 987:'88 {E) "MRS" is Mortgage Electronic Registration SysftnR,, Itic. MFRS Is "Yeparate, :corporation tha is acting solely as.A nominee foi and Lender's successors and assigns; °ME1ZS U' the beneficiary'under this Security Instrument. PhRS is organized and,exLsting under the laws of Delaware, and has.an address.And telephone number of P.O:FBox 626': MI MI 48501 -2026, tel. (888) 679 -MFRS. `:' ' ,`• 1 (F) ''Note '-t*means the;promissory note signed by Borrower and dated EE BR` E3ARY -2, ; `'20p5 The Mote states that Borrower owes Lender ONE HUNDRED FIFTY;,EIGHT Tli0USA]b AND 0O%10�' ;' Dollars (U.S. S 158'Od'! . 00 ) plus interest. Boirowed'has ptomispil to,pay debt in regular Periodic Payments and to pay khe In full not later than- AARd 1 1' 2020,•'' i (C) "1?i•.opeity" means the property that Is described below under the heading "Transfer of . In the Property." -A. "Loan" meafis the debt-evidenced by the Note, plus Interest, any prepayment charges and late charges due under the Note, and all due''und,¢r thi3 Security Instrument, plus interest. m '•li r4u4neais alt:'kldQts to Se6drity Instrument that are executed by Borrower. The following Riders �• are to be executed 4 Bo [check•6ox as appJicablel: ❑ Adjustable "Pate Rider ❑'`:Condominlym Rider ❑ Second Home Rider ❑ Balloon Rider, `❑ ' ?larrped,;Onfi Development Rider ❑ Other(s) [specify] ❑ 1 -4 Family Rider•:..,••j'''' ❑ Bh%ehly Payment-.Rider (J) "Applicable Law" means alfcontrolting.applimble federal, state acid local statutes, regulations, ordinances and administrative rules and orders (tha't,have the,gffect of,Iaw) A well azall''applicable final, non - appealable judicial opinions. ; i ,.. (K) "Community Association Dues; $ties, and'Assessmetits" pieaps all dties, fees, assessments and other charges that are imposed on Borrower or the Property by a condoininiuin association, homeowners association or similar organizatlon. WASHINGTON--S inggle Familyy� ;: Do�JlTayic 4EVbV aR 900•are•rJ62 Fannie Mae /Freddie Mac'UNIFORM INSTRUMENT • MERS ' .' ' r wwwddemaglc.com Form 3048 1101 Page 2 or 15 •,. • r it di z Q U Q. W =. J F. LL WO 2 �, Q LL Q. C0 �. �. W z H Z �_ W LLJ U 0 W W: S F_ �, —0 111 z U= O Z X I. t (I.) "Ela*ctroiilCYUnds Transfer" r or slmiJar' paper instrument, Which is ;•` magnetic lape'sq as to instruct includes, but Wrio IHioi to,:po(nt =i Uleph¢ne, wire transfers; and;automa I'_ Bans any Transfer of funds, other than a traMaction originated by check, draft, a lusted :.through an electronic terminal, telephonic instrument, computer, or or auOrize a financial Institution to debit or credit an account. Such term -sate,,iransfers, automated teller machine transactions, transfers initiated by (M) : : "Escrow Reins" means :those items jbat ace described in Section 3. (N) "'•Miscebanequs �roce ".means aAy" t6mpensailott, stidement, award of damages, or proceeds paid by any ilia third party (oiler iilnsurance:`proc6Ws paid under'11 ' coverages described in Section 5) for: (1) damage to, or destruction of, he Property; (11)" condemnation or other taking of all or any part of the Property; (W) conveyance In lieu of condemnation; oF'(iv) aiisrepcesentaltons of i'os•` as to, the value and/or condition of the Property, (0) "Mortgage Instirance'.':meart Insur pXo(ec6ng Lender against the nonpayment of, or default on, the Loan. (P) "Periodic Payment" r6anvihe regular ly<'scheduledamount due for (I) principal and interest under the Note, plus (ii) any amounts underSecttdn 3 ofthls Securiiy Insir'umant: "` (Q) "RESPA" means the Rim' 'Iwstate�Settlg'rnentProcedures Act (I2 U.S.C. S26Qi et seq.) and Its Implementing regulation, Regulation X (24 C.F.R. Part 3500) „'as they might be amended fron) time to time, or any additional or successor legislation or regulation that governs the;'sa6e suiteet maiter. t�s'>ised in this Security Instrument, "RESPA” refers to all requirements ana- rd"trlctions thahare l4osi l in regaf io ta "federally related mortgage loan" even if the Loan does not qualify as a "federally related mortgage lob;' ugaer 121r SPA. (R) "Successor in Interest of Borrower" m anI any paro that has takgi tttle the whether, or not that party has assyy ed Borrower's obligations under Ae Note atid/os this See' rity.`Tnstrument. '''';•., {'`''::; TRANSFER OF::: IN THE PROPERTY The beneflclary, of thiS Instrument Is MERS (solely as nomine4'for- Lender and Lender'd successors and assigns);:and the`successors and assigns of MERS. This Security Instrument 4cures•to'Lerider (1yAhe r, of the Loan, and aWi- r'eneW' als, extensions and modifications of the Note; agd (111, the of` Borrower's covenants and agreement's under this Security Instrument and the Note. For this purpose, Borrower irrevocably grants and conveys to Trustee, In trust, with power of sale, the following `':described property ; located in the ` COUNTY of `' :XTXG :: I'LL pe of Ftkcordlog jwLsdlctlonl IName of RecoL ding jurpcftctlajil .SEE L,EGAL" DESMPTION'ATT'AC 'ATTACHED H&REM AND MADE A PART HlaRbOF -AS *= "A'. P.N;. , 152304- 9216 -03, • 1 y• ..t,., ::1 1:•,x.• 1 ' 1',• ••'''`• which currently has the address of':. 3331 140T#i S'REFT r' tSt Bell •'4 �tt1•.1.. 1•• TUKWILA , 4lfash1ngton 98'168 ( "Property Address "): ICityl [Zip Adel. X WASHINGTON- -Sing le FamNyt•:: i goc,Sfegfce[;Ma 000.6441262 Fannie Mae/Freddle Mac J INSTRUMENT • MERS www.ddctmgk.com Forth 3048 1101 Page 3 of 15 ' is �: ''r ,:t:. ,}I:t �•, t r� S r f Z F W W J U: U 0 t o CO W J H CO) ,W Q:. a Z� 4— 0 Z H-: W U ,D H . WW F— U` ll. 0 Z U= O Z .`. S - - S IV TOOETHER-41TH the apgurtenhces arid fixtures npw or 'Iostrument if necessary and assigns) has thi~ right: to and sell t}i'e Property,; and to this Security Wtru;riGt. BORROWER COV21 to grant and convgy + the' Pr Borrower warrants and will encumbrances of record. THIS SECURITY IN with limited variations by Ju nproyements now or hereafter erected on She property, and all easements, ieieafter a part of the property. All replacements and additions shall also be AU of the foregoing is referred to In this Security instrument as the "Property." MERS,)iolds only legal title to the interests granted by Borrower in this Security ly wllh law custom, MFRS (as nominee for Lender and Lender's successors any of alt of those interests, including, but not limited to, the right to foreclose en&' Including, but not limited to, releasing and canceling acUOit required•oP..L Borrower lklawf`ully seised of the estate hereby conveyed and has the right that the Prooky is unencumbered, except for encumbrances of record. rally thetlile:to the Property against all claims and demands, subject to any C combineituttrorm gvve'nants for natio ial•.use and nonuniform covenants conslitut ,0`a unffotA security'.Instrumeiit cc;Vering real property. UNIFORM COVENANTS.•.Bortowec'and;Ledder covenant and agree as follows: 1. Payment of Principal, Inferest, Escrow Items,;Prep'ayment Chaii�ges, and Late Charges. Borrower shall pay when due the principal of, and lnterdt ont:ihe.'debt,evidenced by the N.t;te and any prepayment charges and late charges due under the Note. Borrower &II.;6o gay funds for Escrow Itetns pufstrant. to Section 3.. Payments due under tlre,Note and this Security Instrument `shalL be rri4win U:S•,Currer cy. any chi;& : Dr other Instrument received by Lender as payment under the Note or Instrument Is, ;eturr Od to Leader unpaid, Lender may requir'c:that any or all subsequent payments'due unde this`S'eQty Instrument bP made in one or more of the following forms, as selected by Lender: money ord& check, bank check, treasurer! -s check or casttler's check, provided any such check is draw*h updn an institution whosi deposits are insured by a federal apricy, instrumentality, or entity; or (d) Electronic Fuieds Transfer. ;.• " " ^•: ,:' i Payments are deemed received by Lender when received at the laratiort designated in tine We o> at such other location as may be iiesl6ated by Lender in accordance with the notice provisions 1n•Sectioni5 ,;`'Lender may return any paymertt or paiital payment if the payment or partial payments are insufficient to bring ilre L,•''oan current. Lender may.•'accep any liaymept or partial payment lasufficlent to bring the Loan curittit',•,''without`waitier of any rights he6undec or prejudice to lta•sights to refuse such payment or partial payments ir4athe futiue, but Lender is not• obligated to apply such payments at.the time such payments are accepted. If each Periodic,Payment Is applied as of its schediiled•due dare, then Lender need not pay Interest on unapplled funds. Lender may hdld sdch unapplled funds until Borrower mattes paymenYto bring the Loan current. If Borrower does not do so within a'ieasonable period of tlme :Lender shptl either Apply* sucti�funds or return them to Borrower. If not applied earlier, such funds will be applied':tq, the.o$tstandin$ prht@ipal ender the Note immediately prior to foreclosure. No offset or claim which Botrower might have ndw or. lnthe future'agalnst Lender shall relieve Borrower from making payments due under the Note and::this Security jiistiument peiforming the covenants and agreements secured by this Security Instrument. 2, Application of Pa�.meiits or Proceeds. Except as otherwise described In this Section 2, all payments accepted and applied by Lender shall be appliedI the follo'wing.order of priority: (a) interest due under the Note; (b) principal due under the Note; (,c) anj unts due under Section 3;'tSuch payments shall be applied to each Periodic Payment in the order in which it b'ecarrra:.dd'e,. Any remaining amounts shall be applied fIrst to late charges, second to any other amounts due under this, Security �lfistrument and ,then 6 reducv the principal balance of the Note. If Lender receives a payment Borrower for.'; dellnquetit P,crlo& Payment which includes a sufficient amount to pay any late charge due, thepa n4ent.may tie applied to this delln j' eiA,payment and the late charge. If more than one Periodic Payment is outstanding;: LerAr „witty apply any paymenC.received from Borrower to the repayment of the Periodic Payments if, and to the extent that, eich d*Fzut be.pa'iii•ln full. To the extent that WASHINGTON— Single 't :;•,•• ”" r " :'DocMa9k 600-549-1362 Fannie Mae/Freddie Mac'U3 INSTRUMENT - MERS y: www.d6crmglc.com Form 3048 1/01' • Page 4 of 15 '' X Z Z W QQ � JU UO Cl) o (n u,. W O IL Q to � = CJ 1... W Z tr Z O 5 U ON O H- WW H U U. •Z W U= O Z S ?' •5 . d S• A• }• .. j • •lit , any.excess exist's a be applied to any,;(s as :described,ln the Any applical "shall riot extegd or :•'.3, the Notlemntil the i the payment is appllecl the full payment of one or more Periodic Payments, such excess may charges'due. Voldnlary :prepayments shall be applied first to any prepayment charges and then i of payments, Insurance proceeds, or Miscellaneous Proceeds to principal due under the Note stpone the due date;` change t d.- amount, of the Periodic Payments. ir Escrow items. Bo6o4yer shalltpay,.to Lender on the day Periodic Payments are due under td'ls paid! in full, a sd6n (& "Funds ") to�provide for payment of amounts due for: (a) taxes and assessments and other itecna wh cariWain prior((y ovgr this Security Instrument as a lien or encumbrance on the Property; (b) le8sehold payments or ground rents 9h the : Property, If any; (c) premiums for any and all insurance required by Lender. Section 5; and (d) fi ws nce premiums, if any, or any sums payable by Borrower to Lender in lieu of the payrmnt o fifortgage Insup-ar,ee premiums in accordance with the provisions of Section 10. These items are called " Escrow Items." At originati or at any time during the term of the Loan, Lender may require that Community AssociatioAQuei, Fees;" and ,Assess'ments, if any; be escrowed by borrower, and such dues, fees and assessments shall bean EscroNy Item. Borrower shall proms tly furn> b to Lender all notices of amounts to be paid under this Section. Borrower shall pay Under the:Furlds for Escrow Itetris;unless Lender waives Borrower's obligation to pay the Funds for any or•,all F,i;crow Rems. i foy w Borrower's obligation to pay to Lender any'� Funds for any or all Escrow Items at Iine. such wai�i r may onFy be In *11ing. In the event of such waiver, Borrower shall pay directly, when and where ail ounls d' 4..l'.e fox'any...scrow Items for which payment of Funds has been waived by Lender and, if Lendquifes, shall furnish ta�'Lender rFcOots,gvidencing such payment within such tirge period as Lender may require. Borrower's obligation to prakesuch'paymenis ;and to provide.receipts shall for all.purlioses be deemed to be a covenant and agreement cWail'ed IR ttris 9ecvdty InsfSpment, as tEr'e phrase "covenant and agreement" Is used In Section 9. If Borrower Is obligated to pay Esc' dw ftems'directly, pursuant to a waiver, and Borrower fails to pay the amount due for an • TrscroW'Item, Lender,,1&jY'exerjc!t*e I . : rights under Section 9 and pay such amounf:and Borrower shall then be obligated under 9 :%to repay to Lender any such amount. Lender pray retake the waiver as to any or all Escrow Items at any dine by a uoticp•gWi' in W ordance:wlth Section 15 ant`upor6ucl',revocatton, Borrower shall pay to Lender all Funds;-and in such arnountsj that are.lhen required under.4hls Section 3. ; ' Lender may; at arty time, collect and hold Funds in an amount (a) sufficient to permlt Isender to,apply the Funds at the time:spectfled under RESPA, and (b) not to exceed the maximum amount's Icafler Can cequlre under RESPA. Lender shall estlinate the amount of Funds due on the basis of current data and reasd - 6ble estimates of expenditures aF futuri'Escro�v ItegAs 9t otherwise in accordance with Applicable Law. ` ` x Tl i:-Fditds shall held In an lnstitudon whose deposits are insured by a federal ag hcy :instrumentality, or entity (Including Lender, II;itender'1s an Institution whose deposits are so insured) or in any'Federal Home Loan Batik: Lender shall apply the Funds to pay the Escrow Items no later than the time spectfted under RESPA. Lender shall not:chasge'Bor owes for holdufg and'applying the Funds, annually analyzing the escrow account, or verifying 1. the Escrow Items, unlesx Lender pays Borrower interest on the Funds and Applicable Law permits Lender to make such a charge. Unless ariggtiemedtls made in wrfiing or Applicable Law requires Interest to be paid on the Funds, Lender shall not be i.cquired to pay Borroyier'gny lnteresr.or earnings on the Funds. Borrower and Lender can agree in writing, however,'that interest sbau be paA:on yhe.Furids. Lender shall give to Borrower, without charge, an annual accounting of t61 gods as.requYced by RF6PA. If there is a surplus of Funds held in escrow, as defined utidir RESPA, Lender shall account. to Borrower for the excess funds in accordance wA RESPA-.:0 there :is a shortage of T'unds held in escrow, as defined under RESPA, Lender shall notify Borrower as regttlred by RESPA; andBorrower shall pay,to Lender the amount necessary to make up the shortage in accordance with R1rSPA, but I i no more titan 12 mbnt*yayments. If there is a deficiency of Funds held In escrow, as defined under`RIiS1 i ende shail'notlf� BOrroYgei' ieguired by RESPA, and Borrower shall pay to Lender the amount necessary to make up tlie,deflcien4 In accordance With RESPA, but In no more than 12 monthly payments. ON- Sin Famll ' . • Freddle Mac UNIFORM INSTRUMENT • MERS " 1/01 Pago 5 of 15 DoCMaglc4eGft = 800-649•1362 www.d6pmaglc.com , J ,l Y .I. l Z Z aQQ, W WD 0 moo. J F=- N LL W � LL Q (J' a = W H = Z� Z� W U13 O CO. D F— WW U- F' Z W CO) Z J, i. ;� j = ,,•''' Upon paymenE in full`of all sums sec�{red by this Security Instrument, Lendershall promptly refund to Borrower any, "Fund's held b}+ Lender, 4: Chatrges ;,L1GOS, BorrgWkr shaB,pay all taxes, assessments, charges, fines, and impositions attributable tg'the property'whIq can attain priority qvg} this Security Instrument, leasehold payments or ground rents on the 'Propefty, If ad' , and Community'Association Dues; Rees, and Assessments, if any. To the extent that these Items are Escrow Items „Borrower ghall.pay theif Inge man4re 7provlded in Section 3. - $grrower'sh`aJl promptly discharge arty lien wlr(c6 has priority over this Security Instrument unless Borrower: (a) agrees in VMting'to the payment of+& bbligatlan seemed by the lien In a manner acceptable to Lender, but only so long as Borrower is pirforming suchiagreeme'4t; (b):; the lien in good faith by, or defends against enforcement of t$e lien Id, legal proceedings which iii L'endee's opinion operate to prevent the enforcement of the lien while those proceedings are pending, but .gnly tattl such proceedings are concluded; or (c) secures from the holder of the lien an agreement satlsfactory to Lender the lien to this Security Instrument. If Lender f` -ihe determines that any part o P.ioperty'Is suoJect,to a lien whieh•=can attain priority over this Security Instrument, Lender may give Borrower a "notice identifying the lien: Within 16 : days of the date on which that notice Is given, Borrower shall satisfy the lien or take one oY more of ihe:'actions set fdrth above, Iii this Section 4. Lender may require Borrower to pay a one =time cbarge fpr a•'leat estate lax v6 1ficatlon and/or reporting service used by Lender in connection with this 1dan. ; 5. Property Insurance. Borrower.shall:keep the ;fmproveigents:'now;'existing or hereafter erected an the Property insured against loss by fire, hazards tWuded`withln the term "e itend'ed cove'ra'ge," and any other hazards Including, but not limited to, earthquakes and floods, for whick Lender ,requires irisurance. 'This insuraiiea.shall be maintained In the. amounts (including deductible level$) and for'the periods that Lender re;ikires. WhaeLender requires putsuant to the preceding sentences can change auring the ,tern of the Loan,''fhe iiisurahce carrierproviding the Insurance shall be'ehosen by BorrowersubJect to Lendec's.r %ht to disapprove.•BdrroweG'.s choir e, 1*ch -Tight shall not be exercised unreasonably. Lender may require Borrower to pay.'; In conneCtlon with this Loan,;either: (a) a one- time charge for flood zone determination, certification and tracking"setvtces;;nr (b)•w6fie- timecharge foi• flood zone determfhatlort•andiertiflcation services and subsequent charges each tiii renrappli gs orsimilar danger occur which reasopably might affect ;such determination or certification. Borrower shall be' i•esponsible''for the payment of any Ikes imposed the Federal Emergency Management Agency In connection with the fevfew of- flood zone deW 4mination resulting i'rom an objection by Borrower. If Borrower falls' to rpaintatn any of the coverages described above, Lender may coverage, at. LenderV option and Bo r�•r5wer's expense. Lender is under no obligation to purchase any particufar type or amount of coverages' Therefgre, such coverage shall cover Lender, but might or might not protect:Borrower, Borrower's equity in the Propelty''or the•coptents of the Property, against any risk, hazard or llabWty and ri lght provide greater or lesser coverage than wad preyiousiy In effect. Borrower acknowledges that the cost of the insurance coverage so obtafried exceed the cosr o'tInsurance that Borrower could have obtained. Any amounts disbursed by Lender udder this Section 5`shal6ecome additional debt of Borrower secured by this Security Instrument. These amounts shall bear lnierestatithe Dote rate from the date of disbursement and shall be payable, with such Interest, upon notice from Lender to Borrower reqquesljtng payment, All insurance policles required by,..i,ender and renewals of such policies shall be subject to Lender's right to disapprove such po1icle's;.shall'1nc(nde w.'standard'�ortgage,clause, and shall name Lender as mortgagee and/or as an additional loss payee. Lender shall hav',e the right to Jtold policies and renewal certificates. If Lender requires, Borrower shall promptly give to Lender *alll •eceipts Ar paid pre and renewal notices, If Borrower obtains any form of insurance coverage, not otfterwise regolred, by L;ender,; for damage. to, or destruction of, the Property, such policy shall Include a standard mortgage cla a • and s41] name Lender as and/or as an additional loss payee. In the event of loss, Borrower shall give prompt notlSc to tfie insurance carrier and Lender. Lender may make proof of loss if not made promptly by Borrower. Unless Lerider,;'and : Borrower'otliiiWise agree in writing, any WASHINGTON- - SI • :.:: DoCMaglcHR6arUBC� 804819.1362 Fannie Mae/Freddlo Mac UNIFORM INSTRUMENT - MERS www.d6cnmg[c.com Form 3048 1/01 Page 6 of 15 .' , .....•...•.•!. t. : ' t 1 • ,d Y .,• tl t. Z '~ W w Qm ? UO. O W 3: C0 LL WO LL Q. N d LIJ Z Z F. W U CO) O E— WW H U' U. 0 Z W U CO 0 Z X S S .... ....... not the underlying insurance was required 1".. by Lender, shall be applied to restoration or tepair.'of the Pioperty, if the rester on oftepair is economically feasible and Lender's security Is not lessened. During inch iepair and•restorillon.pejiod, Likher shall have the right to hold such Insurance proceeds until Lender has hadan o' ortiunii i6 ins -�i�ch Projerty to ensure the work has been completed to Lender's satisfaction, pe 0ect ''provided Mt -iuch ilspecfion.-.sIA p'" be uAdertaken" Lender may disburse proceeds for the repairs and restoeithmin � single payme6i or,in a ser 4.01;---'progress pjyments as the work is completed. Unless an agreement Is madi•IA wiltlng'or Kppllcibleiaw req6ki5 Interesfto.'bi on such Insurance proceeds, Lender shall not be required to pay Borr64er arty . interest qir'.e oA such-proteeds. Fees for public adjusters, or other third parties, retained by Borrower shalfnot.& paid oti,of the and shall he the sole obligation of Borrower. If the restorationbrrepAVIs nofeconSmlcaffy feaslble oi:LeAer's security would be lessened, the Insurance proceeds shall be applied to the sums secure d " .y...' whether or not then due, with the excess, if any, paid b y thisSecurit . ' to Borrower. Such insurance prodie be*�a i ed Idthe order provided for In Section 2, If Borrower abandons•the Property, er.. ay '. le, pegfte and settle.' - '. ahy available Insurance claim and rr related matters. If Borrower does not resp ond w 36 days to a notice from Len&r that the Insurance carrier has offered to settle a claim, then Lender:' a Ne gotiate aidj*ettle the clai Thi�:.30-Aay period will begin when the notice is given. In either event, or if... en acq - o"Propp*,unde . t section , . 2 w. 2 or otherwise, Borrower hereby .. ld' i nsurance assigns to Lender (a) Borrower's •an pro eeds.*�fn ari aniouiH. not to exceed the amounts unpaid under the Note or this Security Instrument, and (b) a* t ev4 BoAw� re's iights (other than the right to any refund of unearned premiums paid by Borrower) under all insurance e policies * covering" the Prbprty, Insofar as..such rights are applicable,to the coverage of the Property. I�nderpay*�swthe insurance proce elthef--.(o repair g 'q tore the Property orjo`pay amounts unpaid under the Note or t Se'�-:Instriuneni, wf�-ther..qr not then due. i� 6. , :''Occupancy. Borrower shall occupy, establish, and use (lie Pro'p as`Bbrr6wer`s prindpallesidence .4 execution of this Security Instrumenta.p.d. within 60 days after Aalt-ionl4ue ta Prdpertj'as Borrower's principat..*iesidence for" - 4t least oneyear after the date of occupancy, unless.-Lender otherwise agr�es in wrt iing, which consen(Aall rt&�be unreasonably withheld, or unless extenuating clicumitan6es exist ace . bey ond -Borrower's y contro #reseF: Maintenance and Protection of the Property; Irispecti k o B060 wir shill not destroy, . damage or li�pairthe Pr.bperty, allow the Property to deteriorate I � e or commit Waste on the Fiopi -M'hether or not Be wer is residifig In-.'- the Property, Borrower shall maintain the Property f t 6rde"e' t to p'ievi thi Property from det6rioratIng or decreasing in•value due to its condition. Unless it Is determined puti4anl10 gec(16 5 that repair or restoration Is O t economically feasible, Borrower shall promptly repair the Property 3f dainage'd to avoid further 4 .6 If Insurance or condemnation proceeds are paid In connection wid`dpmage to, or the taking -p r darati'ge of . the Property, 36rtLwer ghall be responsible for repairing or restoring the Property only iftender has released proCSeds for such Lq�hderiinay disburse proceeds for the repairs and restoration In a single payment or In aserlei'qf rpzftss payments as the �iork.ls*ebmpleited. If the Insurance or condemnation proceeds are not sufficient to repair of:Fkore the Pf y BqirqLWer Is nofielleved of Borrower's obligation for the completion of such repair or restoration. Lender or its 'agent may rnake' reasofi'iVe egirles qpon and Inspections of the Property. If It has reasonable cause, Lender may th'spect the Inlerior of the jipprciveniints-.on the Property. Lender shall give Borrower notice at the time of or prior to Such awinteri'lor Wspectio . Wspecliying : such..reasonable cause. 8. Borrower's Loan Ap,'011c4iion. Borrow I er shall be.-1d: default if, during the Lean -application process, Borrower or any persons or entltle$ actlngarib..e direction of 3orAwe'r*. with Borrower's knowledge or consent gave materially false, misleading, or inaccurate Wbrmiiion-i r statements 41prider (or failed to provide Lender with material Information) In connectioii';.wlth thQtoai- Material rtpreient4ons Include, but are not limited to, representations concerning Borrower's-occupancy of tfie Pr4eq.:'is Borrower s"principal residence. 9. Protection of Lender's Interest In .the Pbpaity arid 133ghtsbrider this Security Instrument. If (a) Borrower falls to perform the covenants and aOiementS**contained .mh thIs'•5ecur1ty'�rdtJ-%ArpenI, (b) there Is a legal X --7 WASHINGTON-SI I Famlli6l�'.- Fannie MaelFraddl UN I F OR M INSTRUMENT - MERS www.ddfauglo.com Form 3048 1/01' Page 7 of Is X Z Z LLI � QQ 2 JU 00 CO) 0 CO Lu, W T CO 11 W O —J LL < CO D T- 0, �. LU Z 0 W �— W LLI 5 C3 0 co. 0 W W T- 0 ILL F 0 zi CO T . 0 F- Z X roceeding that.tniglit significantly affect (sggh as a' proceeding in bankruptcy, prt attain pr( over thi ;•S curity In5lydn Property, then Len det in do and'pav I and securing and /oe repat'ring the''P,roperty ; L securea'by a hen whicb:has priority over tfils attorneys' fees4o protect Its lhterest In tfie,P p position In a bankruptcy prbceeding.:$ec&lnl make repairs, c}iange Igcks, replace;br board other code violations'or dangerous conditi tinder this Section 9, Lenderdoes,pot have to c Lender incurs no liability for taking:any o Any amounts disbursed�tp+LendOr unds this Security Instrument. These amounts sh6 be payable, with such Interest, upon t otice,fr( r. •'s Interest in the Property and/or rights under this Security Instrument or condemnation or forfeiture, for enforcement of a lien which may to enforce laws or regulations), or (c) Borrower has abandoned the tever Is reasonable or appropriate to protect Lender's Interest In the Dot ;li aw; ing protecting and/or assessing the value of the Property, tiler's acdors can include, but are not limited to: (a) paying any sums :curity.J§istiui cnh (b) appearing in court; and (c) paying reasonable rty and %orMgh. s under this Security Instrument, Including its secured the P'roperty,fiicludes, but Is not limited to, entering the Property to p daArs "and windows, drain water from pipes, eliminate building or rod IraVe utilities turned on or off. Although Lender may take action so and istiot under any duty or obligation to do so. It Is agreed that all actiogs autporl2e4 under this &ction 9. this Section :6 shall become addltio4k debt of Borrower secured by rear interest at the No4.rate frotq the date of disbursement and shall If this Security Instrument is on' a l' easehold,, Borrowershatl.coniply..;with.all the provisions of the lease. If Borrower acquires fee title to the Property, th leasehold andthe fee title shall not merge artless Lender agrees to the merger In writing. 10. Mortgage Insurance. If Lender required Mott InsutSnce,.'as a'condition making `tfte Loan, Borrower sbUPpay the premiums required to maintain '..the Mortgage Insurance ineffec.t If ,for any reason, the Mortgage Itlsuranei.coverage required by Lender ceases, to be avallable from the iib0Agage insurer that previously provided $uch lnsuraiice and Borrower was required to mak @,Separately designarett•pa}aneiits t6wartl the." remlums for Mortgage Insumnci, Borrower shall pay the premiums required tv obtain coverage substantially t equlvalent to the Mortgage Insu.Aice previously in effect, at a cost substantially egisivalent to.the castle; Borrower of QH Mortgage Insurance previously in :effect, from an alternate mortgage insurer selected by L'Wer if substentlaliy equivalent Mortloge Insurance coverage is not available, Borrower shall continue to payto Lender the amount of the separately designated paymeots that were due when the insurance coverage ceased to be in effect. Leader will'accept, use and these retain payments as• non - refundable loss reserve in lieu of Mortgage Insum itv:Iuch"losi reseiva shall be non - refdndaW, notwlthstaliding die,fact that the Loan is ultimately paid in full, and Lender slialknot be required to pay Borrower any;fnterest ov'earnings such loss reserve. Lender ran no longer require loss reserve payments if Mortgage - -lt"rance:'coVerage (in the;amount and for the period that Lender requires) providw an insurer selected 1p ;,Lender again beco available,;•!s o and Lender requires separately designated' payments toward the premiums for Mortgage Insurance. tf Lender required Mortgage Insurance as a condition of making the Loan and BorroWe ,was,Aqulted to make separately'•designated payments toward the premiums for Mortgage Insurance, Borrower shah pay the premlufns rekIulred to maintain Mortgage Insurance in effect, or to provide a non-refundable loss reserve, until Lendi r's for Mortgage Insurance ends in accordance with any written agreement between Borrower apd Lender prpvtii9ng fdr'such termination or until termination is required by Applicable Law. Nothing In this Section 10 affect's Borrower's obllotiori to "pay Interest at the rate provided in the Note. Mortgage Insurance, reJmbutses Lender (or eby entity that,purchases the Note) for certain losses it may Incur If Borrower does not repay the Loan as':'agreed. Borrower. "Is nofalparty to the Mortgage Insurance. Mortgage Insurers evaluate tbelr fotalliisk on aU such inspmnce In force from lime to time, and may enter into agreements with other parties that share or mbdlfy their i fsk, or red'uce.:fosses. These agreements are on terms and conditions that are satisfactory to th'e,mortgagc inivrrerand the other party tpr partles) to these agreements. These t agreements may require the mortgage irsuref to make payments ysing.2 sodice'of funds that the mortgage insurer may have available (which may include funds obtalned - 'T, r 1 Mortgage Insurance premiums). ..i WASHINGTON -•Single Famll - * ; ; OocMap/ceLtmooto sooa�c•tnsz Fanrde Maa/Freddle Mae UNIFORM INSTRUMENT - MERS www.ddcrosgle,com Form 3048 1/01 Page 8 or 15 • I 1 II .t'' ,t..t•. • ' t l ti C 1 . i Z Z W 2 D UO CO O CO W� CO W W O. 1 d Cj) a = W Z� I— O W H W U0 O !2 0 1__ LU u j U. O .. Z W CO Z Y I.. i ,5 1t`5•• •5 .• •I � `• (' • t • • S' •55 ,: •�;� •' • .5 .� • •,t,,�••I!•Y • • 1 .1 (, 1 • As a resat en4ty, or•'anyif W:charneter:6ed the moitgage Iris `4 the-insurer•'s t orlhese agreements, Lender, any purchaser of the Note, another insurer, any reinsurer, any other fdlate of any cif the foregoing receive (directly or indirectly) amounts that derive from (or might as) a troetion df Boggio er's payments for Mortgage Insurance, In exchange for sharing or modifying urer's risk, or'reducing losses. If such agreement provides that an afflllate of Lender takes a share risif. "in excharige:for a share of the pitmiums paid to the Insurer, the arrangement is often termed �r Any sueh will potT Wect the aprounts that Borrower has agreed to pay for Mortgage Insurance, or'-,any other tet•ms.bf the:•L,oaa. Such agreements will not increase the amount Borrower will owe for Mortgage Insurance will rigt entitWAorib. r to any refund. (b) Any:sueh pgreements vi'III notaffect tlie pfiis Borrower has - If any - with respect to the Mortgage Insurance under the Homeowners Protection Aoi O 19 8 or a ny other law. These rights may include the right to receive certain disclosures, tit request acrd "Wirt cancellation of the Mortgage Insurance, to have the Mortgage Insurance terminatedautoniatically, atidlorio receive; refund of; T4Mortgage Insurance premiums that were unearned at the lime of sugh caricellatlon .or tg�minatidn. 11. Assignment of Miscellaneous Proceeds; Forfeiture. A&Miscelltineous Proceeds are hereby assigned to and shall be paid to Lender. ?.. ' " ";• If the Property is damaged, sui:h., Proceeds•`shall ' be •applied to restoration or repair of the Property, if the restoration or repair is economiW1y:feaiibie and LendWs set== is not lessened. During such repair and restoration period, Lender shall have the tight twhold Miscellaneous Proce@ds.,until Lender.has had an opportunity to inspect such Property to ensure the work has ;bgen completed (o Lender's satisfaction, piovdded that such inspet:6 - r 'shall be undertaken promptly. Lender may pay foi the repairs and restordtlpn iri•a single,Eiisbgrsement or in a ser(es of piogress payments as the work is completed. Unless ah agreement (smarts in �i 1ne Applicable Law requlces Interesl•to he paid on such Miscellaneous Pr @eds; Lender shalinbt b'etregoired 6 p# Bo ft" ower any Interest Or earnings or .such Miscellaneous Proceeds. If the restoratlon..or rapalr Is not ecotiom1611yr "feasible or Lender's secu;ifywould:belessened, the Miscellaneous Proceeds sW& beappiled to•ihe'strms secured b;.11is Security Instrument, whether or hot then due, with the excess, if any, paid to 964rower. $uch Misceflanebus 1roceeds shall be app6d W the order gcovided for in Section 2. - 'In th "event oC a total taking, destruction,.or loss in value of the Propetlx, t)re M[scellaiieous'Proceeds shall be applied "to the sums secured by this Security Instrument, whether or not then dtte;',�vith excess, if any, paid to Bo'r'rower <t, In'the eyent of:a partial takng, destruction, or loss In value of the Property in svhlchiihe fir market value of the Prop ertyfrmnediately before the�partial taking, destruction, or loss In value Is equal to Wgreater than the amount ol':the sums secured by this $ecurlty jnstrument immediately before the partial taking, destruMon, or loss in value, unles Borrower dnd,Lend�r othC rvise agree In writing, the sums secured by this Security Instrument shall be reduced by the'aimount.of the Miscellaneous .Procseg'multlplted by the following fraction: (a) the total amount of the sums secured immediately before thci pardal destruction, or loss In value divided by (b) the fair market value of the Property Immediately before.Ahe pertinl taking, destruction, or loss in value. Any balance shall be paid to Borrower. In the event of a partial taking, destruction, or lossln value of the Property In which the fair market value of the Property immediately before'the partial taliing, desku tion, or loss in value is Tess than the amount of the sums secured immediately before the partial taking, desituction, loss in value, unless Borrower and Lender otherwise agree in writing, the MiscelianeousPra(eedsshall be applied to tbe`'sumssecured by this Security Instrument whether or not the sums are then due. If the Property is abandoned-by Borrower, oc If, after notice 6y L 6i4er to Borrower that the Opposing Party (as defined in the next sentence) oflors to matte an -award to settle a•clahn fog damages, Borrower falls to respond to Lender within 30 days after the date I. 'i- natlt:e is,glver Lender 4:aut5orize4•to collect and apply the Miscellaneous Proceeds either to restoration or repair of the Prbpert :9 la the secured by (his Security Instrument, whether DocMopk,12LI;1mctiu 600.619.1362 INSTRUMENT • MER5 www.docm6gk.tom Page 9 or 15 iss4• . „il • ..........�.,;. 1 is ,f v :n ;l Z ~ W W� UO. t!A D W= CO U. W O. U NCY = W Z F— I-- O W ~ W �p O fo. O F—. LL Z W U =, 9 H— ..IO �.131v.a;y<.;:A'.A4�..::vi a::.lxw.:Si�✓.+.: a:.sl+4. .::7 �... ,.qt:w i�:+.aSUH, wi.••i;i+fi• .,FS.•,5ia•,�•.xt r o.��;i..aw.;a. m,>..,tw= cvb.w,......+.:cl.:e «I .::.•deal.: 'V•:U`.,�Z.a,..7nWF�• '+'aLL+ affil. Stil ;viLri�fJ.•u.j�¢4v+,3WXY.«�swt� 'F .'.• 1' X �. ,'• tax .�•t'. ,1 '__:• : or nbt theb due: aggfnst whom:Iia B6rrowe17.s as . 1ng:Party" means „the third party that owes Borrower Miscellaneous Proceeds or the parry has aright of.action'in regard to Miscellaneous Proceeds. in default 1(any actloii or proceeding, whether civil or criminal, is begun that, in Lender's forfe(ture of the Prpperty or other material Impairment of Lender's Interest in the Property ity Instru6nt. Boirower •can'ture such a default and, if acceleration has occurred, reinstate 19, by causing tte action or proeeeding to be dismissed . with a riling that, in Lender's eitur'e ofthe Prop'e4'or offiv material impairment of Lender's interest In the Property or rights under ti*; Security 10trurbent. -'`Elie procee4s of airy award or claim for damages that are attributable to the Impairment of gender's ineerest'In the Property are hereb`yassigned and shall be paid to Lender. All MisceiUmou.,-4roceeds that are not applicd�Iatestoration or repair of the Property shall be applied In the order provided for iri'$ection.2. :` •:�; 12. Borrower Not Released; Fpcbearrance:By Lender Not a Waiver. ,Extension of the time for payment or modification of amortization of the slims secur by (his $ec(ltity Instnrmentia ''gnted by Lender to Borrower or any Successor In Interest of iw.kwer operate tp�'release the llabWty of.-borrower or any Successors in Interest of Borrower. Lender shall not be 1'equiied tq commence procyedings' =ao'nst any Successor In Interest of Borrower or to refuse to extend 11me,for 4 oiherwW`iuod6 amortl atlon of the sums secured by this Security Instrument by reason of any'dginand made by thei`origlnal Borra%v ; or any Successors in Interest of Borrower. Any forbearance by Lender in exercising any right or remedy"Inc0ding, without limitation, Lender's acceptance of payments from third persons, entlttes or Successors in Interest of$orrovArnr, in amounts less than the amount then due, shall not be a waiver of or preclude Otte ezeccise of any right orXem j edy. 13. oititand Several Liability; Co- signers ;';Successors : Bound.,,, Bot` ower r,nveganls and agrees that.,Borro' eWs obligations and liability shall be Joint and several. However, city Bdrro Ar whp co ; Signs this Security Instrument 6t does not execute the Note (a ' co- si'gne.,c''')• (a)'is co= sigalrlglhis•Seiurity Instrumeht only to j mortgage; grant c6pvey the co- signer's Interest in the Property, n derithe ; terms of this Secfirlty Instrument; (b) Is not personally :obUgaMd to pay the sums secured by this Security4nsirvmoht; and•'(c):: agrees that Let-ider and any other Borrower can agree to extend, modify, forbear or make any ace modations with regard to the'terms of this Security Insti6er or the Note without the co- signer's consent. -any Successor in Interest of : who assumes Borrower's SubJer t to the prpvlslons of Section 18, obligationsunder Security Instrument in writing, and is approved by Lender; 3tt ff.obtain al! of Borrower's rights and'beneflts under ihis,5ecurity.instrument. Borrower shall not be released from Borrowe'r's obligations and liability- under this Security InYlrutrient unless Lender agrees to such release in writing. The cov6nants an ragreements of this ecrtrlty `hssttirmentsholi bind (exce`pt as provided in Section 20) and benefit the successors:anO`assigns of Lender. 14. Loan ges.,tepder may charge Borrower fees for services performed in connection with Borrower's default, for the p6rpose of$rotecting Lender's Interest in the Property and rights under this Security Instrument, Includfhg, bu s.wSt limited to, attorneys' fees; koperty Inspection and valuation fees. In regard to any other fees, the absence of express iuthoiity id this:Security InslCgment to charge a specific fee to Borrower shall not be construed as a prohibition on the chi%ing of welt fee. Lender;nay not charge fees that are expressly prohibited by this Security Instrument or by Applicable Law;` ” :: •.. If the Loan Is subject to a.la�+t whicJi sets':naximum ltian charges, and that law Is finally interpreted so that the Interest or other loan d' Ug, .•coII cted,iir to be eaJleeted it connection with the Loan exceed the permitted limits, then: (a) any such loan charge shall be reduced by the`amo&nt necessary to reduce the charge to the permitted limit; and (b) any sums already collecte4 froa -, Borrower vvhlcb' exceeded permitted limits will be refunded to Borrower. Lender may choose to make this refund by reducing the p owed ur Aa rjhe Note or by making a direct payment to Borrower. If a refund reduces principal,: the'redu'ctlon:will • be tieateil as a partial prepayment without any prepayment charge (whether or not a prepayrirent:ehar a is provided for under thd6 ote). Borrower's acceptance of any such refund made by direct payment to Borrower NQ111,e6nstitute a waiver of ai} right of action Borrower might have arlMng out'of such overcharge, " z e WASHINGTONe -Si la Family, DocMag�ce3�rombo, eoaa�¢rasz Fannie Mae/Freddie Mac UNIFORM INSTRUMENT • MERS - www.dbcmagk.com Form 3048 1101 Page 10 or 15'': ' '.1ti•• ,...ty .. ' '�• Ste,,: ?, "+ r,.'. =;r i ' •. • 11 : • t: ;t ,i r .. d 5, Z T Z � W W� 00 O W = _J �_ CO LL W 0 U. CO) CY W Z W gy 0— W LL S H H. —0 W Z 0- 0 �- Z X X X 15.,..- Noil ces. All ri6llces given by„ g orrower or Lender In connection with this Security Instrument must be in \kUng'. My notice to Boiiower InAiine&lon with this Security Instrument shall be deemed to have been given 110,:Borrooeryvhtin mailed-by Dist clui'mall o when actually delivered to Borrower's notice address If sent by other mians...-'Notice-io any' o'ne',B=6`wqr AM[ pailtute notice to all Borrowers unless Applicable Law expressly requires '&herWise. -:TFie nonce address shall be & 'Propiiiiy"Address unless Borrower has designated a substitute notice addr6s by' . noiicet;Letder.�'.:'B6rgowers!*"'U '�s �..,%omptly..6 Lender of Borrower's -'s change of address. If Lender specif, 4 pni�edu`ie fo� repdhiniBorrow r.�s'ehange,q.'�addr*d�is, then Borrower shall only report a change of address through that s&cWM Theit�6y be oAly"on6' deAgnated notice address under this Security Instrument at any one time; Any notice to ; Lender slidil, be glvi ri:by atilt ering it or by mailing It by first class mail to Lender's address stated her"ein unliss Lender f` s designated aLtfihr address by notice to Borrower. Any notice In connection . with this Security lri &menvshall * iot be �eemaio given to Lender until actually received by Lender. If any notice required by 61s Sfarity4ristr4ent'Is a1i'o required under Applicable Law, the Applicable Law requirement will satisfy the -'corresponding reqUredient under, •thWSe.curily lns6r6pt. 16. Governing Law; Severablhty; ]Rules: 6nsti�ction. "This Secu�ty Instrument shall be governed by federal law and the law of the jurisdiction In t. which thpMperty Is located. All. rights and obligations contained In this Security Instrument are subject to, anyjequliem6ts..and IW60ons;0 A.ppliiable Law. Applicable Law might explicitly or Implicitly allow the partl&46 agiee by q6ntra£i or- rn ght } e silent, but such silence shall not be construed as a prohibition against agreement by cqptrqct• Iri the even( any-.#ovIsion or clause of this Security Instrument or the Note conflicts with AppIIcabVe * shall not affect . 9t14?'pr.pvIsions of this Security Instrument ope Note which can be given effec(wIthQ'ut 16' WnfiIcting-:`*v&Ioq As used tit Security Instrument: (a) words or-the masculine gender: rqe4zand 14clude corresponding neuter words or word of the feminine gender-, (b) word's fn the sI9`g'uIir shall mean '6d include the plurafand vice versa; and'- the w "may" gives sole discretion wlthouesany tp 1 7 . 1' Borrower";s Copy. Borrower shall be given one copy Of the:'Note*' and of this Se6rity 14. Til'k*fer of the Property or a Beneficial Interest In Borra"wOf As uged'•In this' Secfton * 1S, "Interest In the Property" means any legal or beneficial Interest In the Propertyji luolg, but not Ilmlied to, thdse beneficial Intereiis transferred in Aond for deed, contract for deed, Installment sales c ract*or escrOW agreerfient, the Intent f of which IsAe transfer pf title by Borrower at a future date to a purchaser. X If all` any part.6f the Property or any Interest in the Property Is sold 0r if Borrower Is not a nat&al pq'Tson and a beneflcial4qterest In Borrower Is sold or transferred) without written consent, L inder iLy re4ulre lairria4late payment In full of all sums secured by this Security Instra*&eql . However, this option shall not bi-e�erclsqd' b" Lender if such exercise is prohibited by Applicable Law. If Lender exercises this`60on'; Lender shall give Borrower notice of acceleration. Th notice shall provide a : ailqd of not less ! - than 36 days from the date the notice is given In accordance with Section 15 within which BorrAerjnu-g•pay all siAiiis seeure¢'bylhlg*Securlty Instrument. If Borrower fails to pay these sums prior to the expiration"Wthis period.Lender n6y..6oke an'y;remedles permitted by this Security Instrument without further notice or demand on Borrower. 19. Borro-Ar's Right ta:�Re •' Acceleration. If Borrower meets certzin conditions, Borrower shall have the right to -have enforcement 0f th1i discontinued at any time prior to the earliest of. (a) five days before sal :q.tho jursuani`fo: of sale contained In this Security Instrument; (b) such other period as Applicable Law might specify for thq-.termInaaoA'bf. Borrower's right to reinstate; or (c) entry of a judgment enforcing this Security fnstruiheni:..,.Thos6*coniiitionisums are that Borrower: (a) pays Lender all sus which then would be due under this Security Instrument and .. the Note as if no''=6`Rration had occurred; (b) cures any default of any other covenants or agreements";4c) pays.�� eipenies lnq=ed*in e4orgfngxhls'Security Instrument, Including, but not limited to, reasonable at(omey� - ':1ee9 1 ,"Proli'erty inspe.4 ilon ar d.valuq4dh' fees, and other fees Incurred for the ' :* '' purpose of protecting Lender's Interest In the Property -a ri#, r Jghts: unck . . r this Security Instrument: and (d) takes such action as Lender ma y reasonably require to assure that Lender's lhtertst I1VtI%Propej1Y`a`nd under this Security X WASHINGTON--Sln' V1,F m 11 DO a MWUM 80066499-IJ Fannie Mae/Froddle UN RM INSTRUMENT • MERS - �1- www.do�wgic.com Form 3048 1/01 Page 11 of 15'' X X. Z QQ Z W 2 5 JU 00 CJ) D C0 LLJ WX _J C0 L W Ei LL < D CY LIJ X Z P. 0 UJ UJ 5 O N = U LL Z C0 X 0 Z J . •i • Y :'Inslr and'$orEower's'obugation to .. Leader rrrauir y reqe that Borrower pay actntartPdhvT.�dar• (�4racM:(hl mortar sums secured by this Security Instrument, shall continue unchanged. nstatement sums and expenses in one or more of the following forms, ; (c) certified check, bank check, treasurer's check or cashier's check, ution whose deposits are Insured bya federal agency, Instrumentality nrelnst'Mcment by Borrower, this Security Instrument and obligations secured heteby shall remain fully,effective; as tfino acceferation had occurred. However, this right to reinstate shall not apply.. '.in the case o.f'accelerallon unde 'Aaion �8, .r 20. Sale of Note; C•hanie of I;ilai &rvlcer; No&e of Grievance. The Note or a partial interest in the Note (together with (his Security-Instrument) cadlpe sold onr m e or times without prior notice to Borrower. A sale might result in a changer the•entity.'(known as tie "Load SPYvieer ") that collects Periodic Payments due under the Note and this Security Instrument and pfi'forms'othe6odartgagc loan servicing obligations under the Note, this Security Instrument, and Applicable Law. ; There niso rnlghtlie one or more changes of the Loan Servicer unrelated to a sale of the Note. If there is a chaoge of the Loan Servicer, BgrrowsrWlll given wrfifcri, notice of the change which will state the name and address of fife new Loan Servicer, the address to which payinent3 should be made and any other Information RESPA requires In connection kith a notice Df transfer o6ervici4. If the Note is sold and thereafter the Loan is serviced by a Loan Servlcer other than the..'k4asePbf'the Note, the iii rtgage loan servicing obligations to Borrower will remain with the Loan Seivict:r or be ti` nsferred tq a sircce�Loan Servicer and are not assumed by the Note purchaser unless otherwise provlaed by lhg Note purcha'se'r. ..' m Neither Borrower nor Lender may comence, J&n, or be Joined to an JUdiciaYacCron (as either an, Individual litigant or themember of a class) that arises from the o&r patty.'s actions,''pursuant to this Si cVrlly Instrument or that alleges that t6 *Wher party has breached any provision'of, or any `duty ¢wed,by re'6n af,, thi `§ecurity Instrument, until such $ocrowei:ar Lender has notified the other party'{with sucifnotice given in cofttpliagce %filth th requirements of Sectiort l5) of such;alleged breach and afforded the other pally'her¢to a reason5bit '•period aftar the giving of such notice to.take cgrrective action, If Applicable Law provides a Urne.-$eriod which must elapse.6f6ie certain action can be taken, AM time period will be deemed to be reasonable far, parposes of ttii's`;paragraplt: Tile notice of acceleration and dePortunity to cure given to Borrower pursuant to Section 22 and the�botice of given to Bortower.-$ursuant to!Section 18 shall be deemed to satisfy the notice and opportunity td take corrective action provisions 4 this Sectiop 20. ?' 21. ; Hazai'doug'Substances. As used in this Section 21: (a) "Hazardous" Sypstantes' are !hose substances defined as'toxicbr hazardous substances, pollutants, or wastes by Environmental LaW4 pd the following substances: gasollne;; kerosene, othertammable or toxic petroleum products, toxic. pesticides and l irb,Odes;'volatile solvents, p :containingasli stos or formaldehyde, and radioactive materials; (b) "Environmeritai Law" means federal laws and laws of the'',juF sdlctiotiwhere the Property is located that relate to health, safety or environmental protection; (c) '!Environmelhal deantip" 15rcludes any response action, remedial action, or removal action, as defined in andj(d} A "Eiivirgnfrienlal Condition" means a condition that can cause, contribute to, or EnvironmentaLlaw;: otherwise `trrgger aq:•Env1'ronrnentaU6et6p. Borrower shall not`Causc or permit the presence, use, disposal, storage, or release of any Hazardous Substances, or threaten to release any Hazardaus:Substafict s, odor la the Property. Borrower shall not do, nor allow anyone else to do, anything affecting the Pioperty (a) (hit .is. n vlolatlon of any Environmental Law, (b) which creates an Environmental Condid6m,,.or-4) whichi' due to the pieseni e, use, or release of a Hazardous Substance, creates a condition that adversely affects file value of the Property: The"preceding two sentences shall not apply to the presence, use, or storage on the Pinperly:al:small quantitres of Hazardous Substances that are generally recognized to be appropriate to normal residential uses'and to maintenance of the Property'(Including, but not limited to, hazardous substances in consumer pioducts). s Borrower shall promptly give UndeE4ritten notice oF(a) any l ivestlg8tlod';:'claim, demand, lawsuit or other action by any governmental or regulatory agency or prlv5te plrty involving the Property and any Hazardous Substance or Environmental Law of which Borrower has ac&al knowledge, (b).any F,rtvironmentaicondition, Including but not f WASHINGTON.•SingleFamllyy "' ; :ppc�reytcepEyp�a BQ061Ai36? Fannie Mae/Freddie Mac' UNIFORM INSTRUMENT • MERS ' www.ddemagfc.com i Form 3048 1/01 Pago 12 of 15'' + i }' ,i Z Z . � UO W= CO) O LL •W J IL N d F=— _ Z� 1— O W LLI Dp IO S � H WW �U IL Z lJJ U- O Z • . • l..ax • , 2..' , ' -7 ' ✓.,. y'.frµ :J:•L'+'wLisLal : eiMG.. ..,I.'4 '.aY.l:... r.,µ i �fA.•M '' ..a:N -.A` ').i:.a+.M1. w: sz e? r. a: ltui%. v:iY+Y71'r4:+1+�' + 5�:+.kGr'�r:: t''d:,r_.Sia•Sw'.SwtY:. •.,.. .. 'e .., ..... :, J. ,,s,., }.....- ...;.:::,�,_..; ,., ,._.: 1u. w... w..:' r.. .+..,a..u�: r::':,:1r. ,.:s.ara..j .iN.. i' ' Mu L ' . •i • Y :'Inslr and'$orEower's'obugation to .. Leader rrrauir y reqe that Borrower pay actntartPdhvT.�dar• (�4racM:(hl mortar sums secured by this Security Instrument, shall continue unchanged. nstatement sums and expenses in one or more of the following forms, ; (c) certified check, bank check, treasurer's check or cashier's check, ution whose deposits are Insured bya federal agency, Instrumentality nrelnst'Mcment by Borrower, this Security Instrument and obligations secured heteby shall remain fully,effective; as tfino acceferation had occurred. However, this right to reinstate shall not apply.. '.in the case o.f'accelerallon unde 'Aaion �8, .r 20. Sale of Note; C•hanie of I;ilai &rvlcer; No&e of Grievance. The Note or a partial interest in the Note (together with (his Security-Instrument) cadlpe sold onr m e or times without prior notice to Borrower. A sale might result in a changer the•entity.'(known as tie "Load SPYvieer ") that collects Periodic Payments due under the Note and this Security Instrument and pfi'forms'othe6odartgagc loan servicing obligations under the Note, this Security Instrument, and Applicable Law. ; There niso rnlghtlie one or more changes of the Loan Servicer unrelated to a sale of the Note. If there is a chaoge of the Loan Servicer, BgrrowsrWlll given wrfifcri, notice of the change which will state the name and address of fife new Loan Servicer, the address to which payinent3 should be made and any other Information RESPA requires In connection kith a notice Df transfer o6ervici4. If the Note is sold and thereafter the Loan is serviced by a Loan Servlcer other than the..'k4asePbf'the Note, the iii rtgage loan servicing obligations to Borrower will remain with the Loan Seivict:r or be ti` nsferred tq a sircce�Loan Servicer and are not assumed by the Note purchaser unless otherwise provlaed by lhg Note purcha'se'r. ..' m Neither Borrower nor Lender may comence, J&n, or be Joined to an JUdiciaYacCron (as either an, Individual litigant or themember of a class) that arises from the o&r patty.'s actions,''pursuant to this Si cVrlly Instrument or that alleges that t6 *Wher party has breached any provision'of, or any `duty ¢wed,by re'6n af,, thi `§ecurity Instrument, until such $ocrowei:ar Lender has notified the other party'{with sucifnotice given in cofttpliagce %filth th requirements of Sectiort l5) of such;alleged breach and afforded the other pally'her¢to a reason5bit '•period aftar the giving of such notice to.take cgrrective action, If Applicable Law provides a Urne.-$eriod which must elapse.6f6ie certain action can be taken, AM time period will be deemed to be reasonable far, parposes of ttii's`;paragraplt: Tile notice of acceleration and dePortunity to cure given to Borrower pursuant to Section 22 and the�botice of given to Bortower.-$ursuant to!Section 18 shall be deemed to satisfy the notice and opportunity td take corrective action provisions 4 this Sectiop 20. ?' 21. ; Hazai'doug'Substances. As used in this Section 21: (a) "Hazardous" Sypstantes' are !hose substances defined as'toxicbr hazardous substances, pollutants, or wastes by Environmental LaW4 pd the following substances: gasollne;; kerosene, othertammable or toxic petroleum products, toxic. pesticides and l irb,Odes;'volatile solvents, p :containingasli stos or formaldehyde, and radioactive materials; (b) "Environmeritai Law" means federal laws and laws of the'',juF sdlctiotiwhere the Property is located that relate to health, safety or environmental protection; (c) '!Environmelhal deantip" 15rcludes any response action, remedial action, or removal action, as defined in andj(d} A "Eiivirgnfrienlal Condition" means a condition that can cause, contribute to, or EnvironmentaLlaw;: otherwise `trrgger aq:•Env1'ronrnentaU6et6p. Borrower shall not`Causc or permit the presence, use, disposal, storage, or release of any Hazardous Substances, or threaten to release any Hazardaus:Substafict s, odor la the Property. Borrower shall not do, nor allow anyone else to do, anything affecting the Pioperty (a) (hit .is. n vlolatlon of any Environmental Law, (b) which creates an Environmental Condid6m,,.or-4) whichi' due to the pieseni e, use, or release of a Hazardous Substance, creates a condition that adversely affects file value of the Property: The"preceding two sentences shall not apply to the presence, use, or storage on the Pinperly:al:small quantitres of Hazardous Substances that are generally recognized to be appropriate to normal residential uses'and to maintenance of the Property'(Including, but not limited to, hazardous substances in consumer pioducts). s Borrower shall promptly give UndeE4ritten notice oF(a) any l ivestlg8tlod';:'claim, demand, lawsuit or other action by any governmental or regulatory agency or prlv5te plrty involving the Property and any Hazardous Substance or Environmental Law of which Borrower has ac&al knowledge, (b).any F,rtvironmentaicondition, Including but not f WASHINGTON.•SingleFamllyy "' ; :ppc�reytcepEyp�a BQ061Ai36? Fannie Mae/Freddie Mac' UNIFORM INSTRUMENT • MERS ' www.ddemagfc.com i Form 3048 1/01 Pago 12 of 15'' + i }' ,i Z Z . � UO W= CO) O LL •W J IL N d F=— _ Z� 1— O W LLI Dp IO S � H WW �U IL Z lJJ U- O Z • . • l..ax • , 2..' , ' -7 ' ✓.,. y'.frµ :J:•L'+'wLisLal : eiMG.. ..,I.'4 '.aY.l:... r.,µ i �fA.•M '' ..a:N -.A` ').i:.a+.M1. w: sz e? r. a: ltui%. v:iY+Y71'r4:+1+�' + 5�:+.kGr'�r:: t''d:,r_.Sia•Sw'.SwtY:. •.,.. .. 'e .., ..... :, J. ,,s,., }.....- ...;.:::,�,_..; ,., ,._.: 1u. w... w..:' r.. .+..,a..u�: r::':,:1r. ,.:s.ara..j .iN.. X S • X X X X • ' 4 X linilk to , any:il kfl co�odcau3id. I*e ng, Qdpg, dischargg, release or threat of release of any Hazardous Substance, and (c) any the presence, use rei6se of a Hazardous Substance which adversely affects the value at the er-learns,'gr l&-noiffied V any governmental or regulatory authority, or any private party, that 6e4e"a o" " any ardous Substance affecting the Property is necessary, Borrower shall -Y essar rettdial'action HO s in actions in with Environmental Law. Nothing herein shall create any 001lg2tlOFI-on�,enacrior t,�eanup. y N ON IJNIFOF2M Cb ..... VE BorroW Under further covenant and agree as follows: 22. A4eleratlort;"Rem014. r. s611 gtvpv`notice to Borrower prior to acceleration following Borrower's breichof Applicable' ag4ement i� tMA•Sectrrlty Instrument (but not prior to acceleration under Section 18 unless AOpIIcabIe1aw..'.pTOViC(iS ot4etlw6e).' notice shall specify: (a) the default; (b) the action required to cure the default; (c) � date,:"not tfs's ` 04 ' Ln 30 . days from the date the notice is given to Borrower, by which the default must be'curei; and i(d) th& f4urejo cto'the.derault on oC :before the date specified in the notice may result in acceleratign of Aiie s" secured by4hi Secu Insto"ime4 and sale of the Property at public auction at a date not less than '120.6ys the hiture. The notice slik1l further inform Borrower of the right to reinstate after acceleration; the right bring ." coust attlon-'toi asserffhe non-existence of a default or any other defense of Borrower to acceliiafldn and sale, aAd aey other thaff4m required to be Included in the notice by Applicable Law. If the default N"not &4d oW�or bef6 lilatQ:'specifled in the notice, Lender at Its option, may require immediate paymenNniull- A sums �ecurvd by,"'thi*;S&brity Instrument without demand and may invoke the power ds6le '4nd/6 other- rnaltied.byAppllable Law. tZ collect all expenses incurred in pur'iulnlf, : the res provid�d in this Se4AIn 22, cl inuding but n= 'o tcd attorneys' to, reasonable attoeys' fees and costs df title evidence, f �..ender invokes the power of sale, Lender shai'give4ritt'6 notice-16 " cc 'TknsteWof & o urrince of an event of.aefault and 4 Lender's election to cause the Property tQ"be sold.. T and Lefidei'shall take such action r I �gardj�j:notic�. of sale and shall give such notices to Borrower to oth&'Persorii a4ppilcable Law may r4iquire After the time required by Applicable Law and aft :pubficatlon ofthe ribtici of site, Trustee, witho6t demand �n B6irower, shall sell the Property at public auction t . o the'bighest bidder af time and placw`and Under ' Ahe te, . r postpone 'ems designated In the notice of sale In one or mor..p aice I Is aril 16 any'order Trustee detjimine .s . T ** rpstee may ... 1 ermitteii by ` Applicable Law * .. .." ne sale of the Property for a period or perMs"I by-.- zg-the..time and place fixed In the notice of sale. Lendei its dislpee may purchase the Property alt any.s e. X Tt Wei shalv` e&er to the'urchaser Trustee's deed conveying the Property without any covenant or warranty, expressedj�r implW. The he recitals In the Trustee's deed shall be prima fhcie`evidence of the truth of & statemenjimade 16reld. Trustee shall apply the proceeds of the sale In the following order: (a) to all. " expeiseq..of tjhe'sali, lnd`�udln'�, but not•Ifiked to, reasonable Trustee's and attorneys' fees; (b) to all sums secured by "Ifils Security , Insti;ument.:"d (c) afi'y excess to the person or persons legally entitled to It or to the clerk of the superi6r court of the`cpimty in which the sale took place. 23. Recor%V� nce ' ` "4 all .. M ya Up�" sumx•sgcured by this Security Instrument, Lender shall request Trustee to reconvey the Property aci shall suriendir thl's S'qcurlty Instrument and all notes evidencing debt secured by this Security men e Instru �J%Truste tee Ami reconve y the: Property without Warranty to the person or persons legally entitled to It. Such person 6r persons shall pay aniiecoraltkon costs and the Trustee's fee for preparing the reconveyance. 1 24. Substitute Trustee. '10 accordAce with Applicible Ea%`Lender may from time to time appoint a successor trustee to any Trustee appdinted hereunder• who has teased to act. Without conveyance of the Property, the successor trustee shall succeed to all the -, and'dutlei cod rrela up '&Mee herein and by Applicable Law. 25. Use of Property. The Property is rio t used g pcippIly for ag ricultural I S 4 INSTRUMENT - MERS Page 13 or is - -'DOCMMWCeRrOm 800-642-1362. www.d69rm91c.com X X X X Z Z: W 00 to 0. W •W 0 5 LL UJ X: Z f­ F_ 0 Z H LLI Lij 2:5 D a 0 O LU Lu X LL 0 Z CO 0 Z I. x In 26. Attorneys' Lender shall.be entitled to recover Its reasonable attorneys 'fe es and costsln an action ororoceedingia 6nstrueor enforce anyf;ii�4 this Security Instrument. The term "attorneys' fees," whenever used lq S6rliyfinstrumerit, shill Incidde wltho6t limitation attorneys' fees Incurred by Lender In any bankruptcy .P.! go r o appal. ::bRAL �iGa- EMENT� 6R OR.4-' CC&lMITM U TO LOAN MONEY, EXTEND CREDIT, ONT FORBEARFROM`E-NFO9CVGW P AYMENT OF A DEBT ARE NOT ENFORCEABLE unm�wAMNGTONtA X . A BY SIGIbq ALOW Bor " I . j B .. rower accepts qhdt1grees to the term and covenants contained In this Security Instrument and in a0luder I aecut.0d by 5 rrower.*and recorded with it. X X X x (Seal) THOMAS J44ALTSBERGER U -B PAtrfta;.C;A rB 1, K"MALTSBERG -B x X (Seal) -Borrower X X X A` (Seal) S S -Borrower -F X S X X X (Seal) — (Seal) - Borrower x X X Witness Witness 30481/01 WWW.dkftwq1c.CoM Page 14 of 15 4 INSTRUMENT • MERS N X ........... X X X V k Z W 10: L) 0 CO W I LLJ T_ _J H � CO U-' WO 12 �, 9 5 LL W 0; Z 1_ O N ; Uj 4— 0; IL _0: CO: P 0 L Y . , ° •t• .tit` ti:' •' S ' 9 •: =3t State' of 1ashbigton'' ) County of KING On this day personally appeared before me "" ' } !`HOMAS J MALTSSERGER PATRICIA M MALTS lSkOR 1 to me known to be the individual or Individuals described in anti who exeputed'!�te with16-and fo[egoing instrument, and acknowledged that he /she/4 signed the same'as is di / &free an t d voluntary dc�;and deed, for the uses and purposes therein mentioned. Given under my hand and official seal thiFh''''•'day of Notary P lic 1 :and, Far the` =state of Washington, f Mk " / °�fie��� o S Lbry � My commission expire's: t p -.�-- /�, q'y l nteR/ f THp Ms n .,.., ,r'` ' 1S• .S. •t' „ WASHINGTON"Singte Family ; Doc{4legicetRao®a 80"49-1362 Fannie Mae/Freddle ac UNIFORM INSTRUMENT • MERS www.d6g4=gic.com { Form 3048 1101 Page 15 or I .i y: , r 1 ... d F W W , W: J0: U O cA 0 CO W= CO) U. . J LL. Q.. N D; _ CY F— _ 4— O: Z 1— , U 0i W llJ` LL. Z V CO) Xi O ~� Z :t� t t ;. 1 a' '' , • .. "�•:• LPan Niimb,ir- ,10500526053 •Date: "FESRUARY''•.2, 2006' Property..Addresi. 3 140'I?H Sl�REE'1•, TUKWILA, WASHINGTON 98168 ;UN13IT ..A.. 4 EGAL DESPRIP..TION PARCEL A: THAT PORTION OF THE SQUTHW} S' T QUART% OF TINE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 W.M IN kM COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: I` ` BEGINNING 995 FEET WEST AND 20 '' °`SOUTH:'' OF` T NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF S1 qym 15;, TOWNSHIP 23 NORTH, RANGE 4 EA# W.M„ IN KING COUNTY, WASHINGTON; THENCE WEST PARALLEL WITH THE NORTH Y INE OF SAID SUBDIVISION 62 FF?ET;.' THENCE'•SOUTIJ.PARALLEL TO THE EAST LINE OF SAID SUBDIVISIOV 106 J�Ei t; TF3ENCfi BAST PARALLEL WITH THE NORTH LINE OF'SAID SUBDIVISION FEE-. T31ENCE NpRTI PARALLEL WITH THE EAST LINE OF SC�BDIVISIUN 106 FEET TO THE TRUE POINTI'OF BEGINNING. PARCEL $i r AN• ::.EASEMENT"'FOR INGRESS AND EGRESS OVER THE EAST 12 SET OF THE FOLLOWING DESCRIBED,'PKOPER .Y: THAT PORTION OF THE SOUTHWEST QUARTER -OF THE SOUTHWEST QUARTER OF SECTION 15, TOWMMIP 23• rjbRT, i, RANGE 4 BAST, W.M„ IN KING. COUNTY, ;'fASIIINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORT'HEA'ST CORNERYO;SAID.SUBDIVISION! AND RUNNING; THENCE WEST `gLONG THE NORTI- lji B'THLREOF 855 FEET; T SOUTH OUTH PARALLEL TO THE EAST LINE 01:'SAID SUBDIVISION 20 FEET TO A CEDAR POST; THENCE WEST PARALLEL T0,.01B NQRT{ LINE 01x' SAID SUBDIVISION 202• FEET TO THE TRUE POINT OF BEGINNING ORTHE.TRACT DESCRIBED; , ; `':• � THENCE SOUTH PARALLFA.. TO Ti% EASTLiNF,,bF SAIIi Si BDIVI�ION 106 FEET; THENCE WEST PARALLEL TOZHE N6RTI4 LINE OF'SgID S 6`56"IYOSION 74 FEET; THENCE NORTH PARALLEL TO THE'EASF,LINiE OF SAID SUBDIVISION IOG FEET; THENCE EAST PARALLEL TO THE NORTH b&E OF S,.AID 74 FEET TO THE TRUE POINT OF BEGINNING. A.P.N. # 152304- 9216 -03 �DdCMIgICOU M BOP6I9-1762 ' i l ;; ,•••www.docrnngfe,com yt •. • ti i ;1 :• 1 Z �-:: W S 6D UO co) W = . J cl) LL W O 2 �l L L N d. Z� H- O'. ZI . WW DO O (q: o ff W W. LL P _ W N: U O Z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -040 PROJECT NAME MA L T SBER G ER RESIDENCE DATE 10 - 24 - 05 SITE ADDRESS 14005 33 PL S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS A � Buffin von Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 1 0-25-05 Complete ❑'J Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only . INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documentslrouling slip,doc 2 -2802 ❑ No further Review Required ❑ DATE: DUE DATE: 1 1-22-05 Not Approved (attach comments) ❑ DATE: z 1z. �w J U: UO CO ° J = U. w 2 �. U - d UJ ? F- ZO w w v O � =U F� O .z w U =. O I... z I PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -040 DATE: 02 -03 -05 PROJECT NAME: Maltsberger Residence — Modular Foundation SITE ADDRESS: 33 PLACE SOUTH X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after /before permit is issued DEPARTMENTS: Bking Division Fire Prevention Planning Division Public Works © Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Th rs.) DUE DATE: 02 -08 -05 i Complete ❑ Incomplete Not Applicable ❑ i Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: o�^�'d� LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: — TUES /THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: 0 APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE 03 -08 -05 Not Approved (attach comments) ❑ DATE: ("'OORD COP'S Documents /routing slip.doc 2 -28.02 ❑ No further Review Required DATE: z Z' '~ W 0 JU U0 (n W -r � W O LQ = d. �w z F-. E- O w �5 U� O N. off W w LL O •• z W U =: O z PROJECT NAME: i , L I AGQ PERM1T_.tNO Site Address: - - -- Origina, Issue Date: REVISION LOG i Revision No. I Date I Staff I Date ( Staff I Received I Initials Issued Initials ( Date. Staff Issued ( Initials Summary of Revision: L Summary of Revision: Received By: Received By: r tpiease RTU Revision No. I Date Staff Received I Initials ( Date. Staff Issued ( Initials Date Issued Summary of Revision: No. Received By: (please print) Revision No. I Date Received I Staff Initials Date Issued j Staff I Initials No. Summary of Revision: I Initials Received By: (please print) Revision Date Staff Date Staff No. I Received I Initials I Issued I Initials wi Summary or Revision: Revision I N o. Summary of Revision: Received By: (please print) Date Staff Date Staff Received I Initials I Issued I Initials Received By: (please print) z �Z i W o: 2 JU U 0 C0 H N LL W� L? U =W �_ z� �O z E- w w U ON o�- WW u. O .. z W U= O z a 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: ht(p:l /www.ci.tukwila.wa.us 6; �. U REVISION SUBMITTAL F Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 10 Plan Check/Permit Number: Pd s- 0q(-) ❑ Response to Incomplete Letter # OF TUKWILA ❑ Response to Correction Letter # CITY� ❑ Revision # after Permit is Issued 0 C ? 2 4 2005 Revision requested by a City Building Inspector or Plans Examiner PERMIT CENTER I Project Name: M AL B E= lZ G C12 RE -S) D eAI Cr- j Project Address: qOd IS� 33 1-4 P1 S Contact Person: a a . o,r Phone Number: n Summary of Revision: i. 4 1 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: )0 - i Entered in Permits Plus on ) \ applications \forms - Applications on line\revision submittal Created: 8 -13 -2004 Revised: z x z'; �w QQ �. JU 0 &) a w= J �.. CO u- w O u- Q `o i =w z� w o �5 U O - off w LL O Iii U =. O z � W ..... 1908 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /Wmv.ci.tukwila.wa.its Steven M. Mullet, Mayor Steve Lancaster, Director REVISION " SUBMITTAL Revision submittals mist be submitted in person at the Permit Center. Revisions will not be accepted through the nail, fax, etc. Date: z h,3145 Plan Check/Permit Number: D05 -040 Z Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name Maltsbemer Residence — Modular Foundation Project Address 140xx 33 Place South Contact Person Gretchen Reynolds Phone Number: a Summary of Revision: 'Law A I L 7OC_ P'Fi j1.� J " ii:Ii ant'', t.!_ J .1 PERMIT CENT-EH Sheet Number(s): WT "Cloud" or highlight all areas of revision including (late of revisio Received at the City of Tukwila Permit Center by: ! f1 Entered in Permits Plus on 0� aSl�S pplications forms - applications on lme evision submittal Created: 8 -13 -2004 Revised: z 1 � . �QQ Ui JU U O N J = F— CO U. W O LL? � = W Z F-- ZO W 30 ON o F- WW F— �Z ui U= O z O Department of Natural Resources and Parks Residential Sewer Use Certification Wastewater Treatment King County Division (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 print or type) Owner's Name (Last, First, Middle Initial) Property Tax I.D. Number Subdivision Name Subdiv. # Lot # Block # Building Name (if applicable) Property Street Address City, State, Zip Owner's Mailing Address &-LEN aibovfe)rent from i�uo i 1 a,- Lo p_ Owner's Phone Number ( �? ,�' Property Contact Phone Number ( ) Party to be Billed 1 (if different from owner) ���1 Party's Mailing Address �► _ ` � City or Sewer District Date of Connection Side Sewer Permit # Demolition of pre- existing building? ❑ Yes LAlo Type of building demolished? Sewer disconnect date? For King County use: Account # Monthly Rate .Six Month Due �r ti ` if t _ i t 1 � 4 7 r t 1 DEB 0 3 ?0 Nt Residential Customer Please check appropriate box: Equivalent (RCE) *ingle- family 1.0 ❑ Duplex (0.8 RCE per unit) 1.6 ❑ 3 -Plex (0.8 RCE per unit) 2.4 ❑ 4 -Plex (0.8 RCE per unit) 3.2 ❑ 5 or more (0.64 RCE per unit) No. of Units x 0.64 = ❑ Mobile home space (1.0 RCE per space) 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 correc 1 understand that the capacity charge levied will be based on this information and any deviation will require resubmiss•o f cor c ed dat r determina 'on of a revised capacity charge. Signature of Owner /Representati 1 Date 1i/ Print Name of Owner /Representative c �; r . , 1057 (Rev. 7/02) White — King County Yellow — Local Sewer Ag ncy Pink — Sewer Customer YV.Ux"fl. f:+x v,..a.. xaau•e**. •x. +rroxt.�+' .M d?'1"4R'!(� z ,= Z �W QQ J0 L) 0 J F CO L 10 J LL j 0 =w z i-- z� WW U� co 0 W F- LL O W Z 0 o� z T g Certificate of Sewer Availability OR 14816 M"""ary Road South P.O. Bo.. 9550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 ❑ Certificate of Sewer Non - Availability Part A: (To Be Completed by Applicant) Purpose of Certificate: Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Pro ed Use: Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name:`�j A I 4 �r Phone: a0Q,2g4 Property Address or Approximate Location: Tax Lot Number: U L S l5a 3oq —� 156 Legal Description (Attach Map and Legal Description if necessary): ' ro gTT' E f pFq 2005 M1 TC� Part B: (To Be Completed by Sewer Agency) 1. 0 a. Sewer Service will be provided by side sewer connection only to an existing size sewer QA/ _ _ eet4mm the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or L3 (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. ❑ a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ 160 oa a. District Connection Charges due prior to connection: GFC: $ 850.O° SFC: $ UNIT: $ TOTAL: $ - °d (Subject to Change on January 1st) King County /METRO Capacity Charge: Currently, $4136.93 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co /Metro without notice.) b. Easements: ❑ Required May be Required c. Other: I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from the dale na ure. By Title Date +4 Z Z �W QQ JU UO W= NLL WO LLQ CO) D = �W z X I— O Z �5 U� ON 1H WW L O id co O Z pa 1 ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY The following terms and conditions apply to the attached Val Vue Sewer District ( "District ") Certificate of Sewer Availability/Non- Availability ( "Certificate "). 1. This Certificate is valid only for the real property referenced herein ( "Property "), which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and /or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights ' hereunder whdther by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by_ ,the .applicant. The District makes no other representations, express or implied, including 'without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is'the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer. service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and /or regulations in effect at the time of such application. I acknowledge that 1 have received the Certificate of Sewer Availability/Non-Availability and this Attachment, and fully understand the terms and conditions herein. 0A CP Applicant's Signature Date f i 8953910011270798.0115SY601!.DOC (1/26/04) -1- i + i r, J ( ty j f; t 'f J. •Y, j� J. M � ,r ~ R Y Z �Z '~ w JD 00 CO) J H C0 L w J LL j U) d F-w z� �_O Z �D D� O S o� w F� LL O w z U � 0 Z w Jt tsPrint Map Page f King County II Parcel Maa and Data II 13z3�zFii 1523MIMS *.523442193 16Z34A'_ �l 523+19' 69 l;i�"I I 1523�_2?A to yC {)CA!+20 LEGAL DESCRIPTION PARCEL A: 5111 THAT PORTION. OF THE SOUTHWEST QUARTER OF THE SOUTHWEST. QUARTER OF SECTION. 15, TOWNSHIP 23 NORTH;. RANGE 4 EAST, W.M., IN. COUNTY, WASHINGTON, DESCRIBED ' AS FOLLOWS: BEGINNING 995 FEET ,WEST AND 20. FEET NORTH OF THE. NORTHEAST CORNER. OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH,. ,RANGE 4 •EAST.. W.M:; IN KING COUNTY, WASHINGTON; THENCE VEST PARALLEL WITH THE NORTH. LINE OF SAID SUBDIVISION 62 FEET THENCE SOU PARALLEL TO THE EAST LINE OF SAID SCQDIVISION -106 FEET; THENCE EAST PARALLEL' WITH Tf E NORTH. LINE OF SAID SUBDI`ASION ,62 FEET; THENCE NORTH . PARALLEL WITH THE EAST LINE OF SAID SUBDIMMN 106 .FEET TO THE TRUE POINT OF BEGINNING. httn:[/ www5 .metrokc.Qov /oareelviewer/Print Process.asn Page I of 1 2/23/2004 z W� 3 UO U W= J 1- N LL. W 0 9 - U- Q N� =d F- _l Z� F- 0 W W U �. 0 N W W' U_ Z tlJ N 0 1LA 1908 r CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district PERMIT NO.: D ,Part;A: ' be.completed :by,,applicant '; '. Site address (attach map and legal description showing hydrant location and size of main);_ cortex 1_c�,tgo tk 5t A. 35r-1 P1, S, I S ( :Owner Information A'gent/Contact Name: F ,ntt a. 1ul Name: Address: w oth �t Address: Phone: 7-C) - 2 - $ ��� Phone: This certificate is for the purposes of: Residential Building Permit ❑ Preliminary Plat ❑ Commercial /Industrial Building Permit ❑ Rezone ❑ Short Subdivision ❑ Other Estimated number of service connections and water meter size(s): � /1��''� Vehicular distance from nearest hydrant to the closest point of structure is ft. pia 085 Area is served by (Water Utility District): ;0-- tZ M �rC kR Owner /Agent Signature Date ParE'B::To, completed'by;water utility district ° ; +' 1. The proposed project is within 2. EKNo improvements required. K kiz� C ity /County) 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: (Use separate sheet if more room is needed) 4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of 5 70 gpm at 20 psi residual for a duration of 2 hours at a velocity of q, S fps as documented by the attached calculations. 5. Water availability: Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in Item B -2 are met. ❑ System is not capable of providing service to this project. I hereby certify that the above information is true and correct. CD S Agenc /Phone By Date 2�G -- 2�{2�. 'I 6 7 \applications \water availability (7 -2003) Printed: 9 -16 -03 boS -of(&6 CI OF TIJ.KWI+(A r � Permit Center /Guilding Division; Comrrnunily Development Deparl►nent 206 - 431 -3670 Permit Center Public Works Department: 6300 Soutlicenter Blvd., Suite 100 206 -433 -0179 Tukvvila, WTI 98 Planning Division: 206 - 431 -3670 Z —Z '~ W ac � UO W W CO u, W O. U_ Q ND = CY �W Z� ZO W �o O vi D F-- WW F=— FF_ O W Z F= _ O t"' Z FROM Gifford Olson Constructic�,nc FAX NO. : 1 253 851 2475 Apr. 28 2005 07:48AM P1 0 1 u ►� F'j' r1KS'l' CLASS d1AIL State c >I' P0S'fA4;E W u.hinguui � PAID Lb O S DL't' PLIF t�1+ .�.. LA O DEPARTMENT. OF LABOR & INDUSTRIES PO BOX 44450 OLYMPIA WA 98504-4450 — GIFFORD OLSON CONSTRUCTION INC PO BOX 2744 GIG HARBOR WA 98335 �a.3as— a� oa II11,, I1�1 „.l1,�,111,111,,1,�(t�„I ►f „1 11 111 11 14111111 111111 r — N-tach And Display Colificute - --� DEPAkTMENT OF1ABOR AND INDUSTRIES REGISTERED AS PROVIDED • BY • LAW 'AS PRO r.�. %.•w, i./ za•*�'Y/ >•ax•: GIRFORD "' OLSON* CONSTRUCTION'. ITC PO BOX 2744 ' ' • < •.. ''. `' G I G HARBOR. WA, 9'8 3 3 5' ' P625.052. lwnn �— Det,%ch And Diepluy Ccrtifteate REGISTERED AS PROVIDED BY LAW AS CONST . CONT " 'GENERAL �ddi'` " ' EFl: CTZ�jE DATE 05/0,0'_ /2003 GIFFORD" gLSON`.'CONSTRU�'�ION', INC PO BOX ' T44” "� " GIG- :HARBp • 8,33.'5 • ' L ed ature by DEP T O LABOR AND INDUSTRIES Please Remove And Sign Identification Card Before Placing In ]Billfold zz SZ t � JU UO (0 C3 CO U J N �. W O, . 5 u. _v �w z =. z F— W 5. U� O N. W �U U ~O .. z W CO O H z ROOFING: 51DING* 0 WINDOWS: LAMINATE SHINGLES/ 8 1/4 CERT LAP W/ ? EXP ENCL05ED 5OFFIT5: No — I DEC V, ON SITE BY OT EIZ5 N GARAGE ATTACH TRUSSES ACROSS MOD C I I EVO M/L w/ SIMPSON TP45 TIE PLATES SPACED 48' o.c. ALONG TOP CHORDS w/ 6 -8d COMMON NAILS EACH MODULE B TRUSS. MODULE A KEY PLAN �l - SCE O R ? a05 i w i Q000e i / 1 1 t •• . 1 11 • 1 1 1 � 1•� t 1 • r, _ 1 1 1 • / NOW WESTEf;RN W 5 IN TON • :.• •.: W LOAV C• P ROOF 5NOW LO VINYL/ f:fRONT ELEVAT arse ql-z� waft it no ow" c P mm low in 1 l11 jw 1 • ZI i - • • r. do • 1 r, • W %4 * rl A. %- FEB cli 3 1p air lie r C11 w x 1 201 - 37TH N.W. AUBURN, WA 98001 PH: 1- 800 - 488 -5036 • • '4� 1 otf W O ~ o ~' = 0 LL W W W �� .. �" CIS 0 a J o � D w V O O —j Of O a i■ C W a0 X °tea W W 0- C) W U Z F W m Z Q �y LL O Z VI s Z SJcc Q o =a 0 cn w cn 0 o Q DATE REVISION BY PERIAIT REVIEW BLDG. PERMIT St VIs4M W Sq. Feet 17~T2 No. Bdrm . Drawn By � Date 12/02/04 Scde 1/4! 1 DEsm w. 6502 .106 NO. 0000 SHUT 14M air lie r ve vAred t A 6 # dek� ►s.. A 1" NOTE: SEE SHEET #6 FOR ALL COMMON NOTES AND SCHEDULES. DOUBLE STUD w/� SIMPSON MST27 STRAP\ PER DETAIL E /8. (10 PLCS. NP.) F sw 1/7 4- X ff \ sWi / � HEADER. I— � . � f �.• �> ; i.� r ' t'�� c.. 4x 12 HF #2 2' -10 /2' 6 3' 2� -10 1/2" HOEDOWN: A ? 5 2005 SIMPSON HPAHD22 � / PER DETAIL C /9. (4 PLCS. ® THIS END) r j 6x6 POST W/ CA OILING o SIMPSON 6060 W/SCI550R TRUSSES in BASE t BC6 CAP A • — — -- — Ct� I - 3/4 "x7 9 n - I /4' — SAM I LY RM + .9E MICQOLLAM .. w — +•• w — GAl2AGE C -ARPET COVERED • 'Q BY OTHERS r 4 ON SITE BY OTHERS O 6x8 14#2 W/ H 16B HAW SW2 D HEADER: I A _ x E" END I 4x8 HF #2 C swi (1) SIMPSON LSTA24 STRAP ACROSS M/L WALL TOP PLATE. (3 PLCS, TYP.) 4 �Q 1/2" I/2" 2650 SH PIC 2650 SH i r HB @ WALL fn 1 � g SW1 r e 366 3 O 2/4 POC. 2/6 :o OUTLOOKERS: 4x2 HF #2 — 0 24" o.c. w/ ATTACHMENT PER DETAIL C /8. (TYP. 0 ALL GABLE ENDS) i w■■� 616-OS ElIGINEER'S SEI1L FOR STRUCTURAL OILY b 7-a �i 3'-8 1 /2r COLUMN: (2) 2x6 HF12 EACH SIDE OF QA /L ROOF BEARING POINT. (TYPICAL) .. W _ o I i I IY ^4 Of o U I I �$ I �o I �' -' i i 30 5H. • Is 1'-4 1/7 / LIVIIJG RM \ 1 r r r• r w r r. r • _ J ti -10 1/2• r — T L J r � WASH �I J -9 I!7- I i 2/6 bATH VINYL Z6 760 r on I"" I 4/O BF ' -5 I/2'— LN� � 7050 PIC - r W .A I/2r -4 1/2r 7-9r 7J9 3,/4' -2 V4- 7J9 3✓4' 7 -I 1' '-0 1/7 S'wl « � �.! • I r • r _ r r Loo n � I U i in �- I Of o O o I 1/2' TYPE 'X" ETROCX W/ FIRE TAPING. GJ(TTND TO ROOF _5HEAlViW) - -- --47 -7 1/:1 i s / BEDROOM 2 / CARPET Dm 4 SW1 B law - 8 r 6-0 1 /2 11 I/ 6/O BP C r L05ET !$ @ � WALL_ - PCs I aD ?, (1) SIMPSON LSTA24 r r _5050 5L. W i x 1201 - 37TH N.W. AUBURN, WA 98001 PH: 1-800-488-5036 � a w � o Z� J W W L � .. O a J �[ O D a. W a_ 0 x Wa LlJ �.■� w a o W V Z a m U) 1.— V) Q 04 UZW Z 5 Q Q W Q • W _ 0- aw ix �Z cc W Q a- a W DATE REVISION BY PERWII T REVIEW BLDG. PERMIT Style Sq_ Feet 1772 No. Bdrrri _ T Drawn By 'lW Date 12/02/04 DESIGN NO- 6502 " NQ +0000 SHM "m 2 t no NOTE: SEE SHEET #6 FOR ALL COMMON NOTES AND SCHEDULES. 1'-0 1/2- HOLDOWN: SIMPSON HPAHD22 PER DETAIL E /8. (10 PLCS, TYP.) I PAVA 4 .l y 9 •o � i A 24' X 24' X V CONIC 48 x 46 x IOr COW. PAID I I W/(5) #4 BARS EACH I . PIED hI/(2) 04 BAQ5 EA. WAY 0 TYPj I I 8 WAY (8 TYPI � I I I: I I i I . I• � � I � I • I I . � I - L — i '-d 2�-9 3✓� '-2 --24r-7 o • x 1 201 - 37TH N .W. AUBURN, WA 98001 PH: 1 -800- 488 -5036 1.1._ W Q Hi O ~ O Z� cr. D W .. coQ Cf a �a 0 D -j o U W a0 LJ W n- o WU � � m 0 U) Q Of a z Z 4aW Q � = a no M 0 0 a W a DATE REVISION BY PERMI T REVIEW BLDG. PERMIT Style VI EWONT Sq Feet 17 No. Bdrm. TWEE Drown By Date i 2/C)2/04 Scale 1/4 1 $- a DESIGN NO. 6542 " W. 0000 3 AS ' ROOFING: LAMINATE sHinG,Fy/ 51DING: e va• car LAP Wu -t eXw WINDOWS: viun.i ENCL05ED 5OF FIT59 NO I r A z 404 eftiv��� f24w�� e t u � u r 11 7 • 1111 • •11� mo _•.r i i r llw r �i • ' _ _ f 7•-1 V C r � I f;RE Af;R E L E VAT I ON 2x6 WI FASCIA 2x4 WHI TEWOOD WINDOW TRIM 8 1/4 CERT LAMP W/ T EXP ! ' 1 fA i 1 01 '. • ir Ffg � 3 7005 2x6 WHITEWOOD BARGE BOARD W/ I x2 TRIM m w 0 x 1201 — 37TH N.IAI. AUBURN, WA 98001 PH: 1- 800 - 488 -5036 cr- 0 }- w � Th LLJ V V) ::D W U W X W L Fool Q O DATE Styie O �c 0 J W J Q cn -4� 004 c 1�■1 W 0 _� O Z� J WW M 4 U J o� �- Cl �- ac w Q O W Q CL W U A W Ld CO z �Qc n z z LAI °cn� cn 0 o X REVISION 'I BY PERMI T REVIEW BLDG. PERMIT OTT Sq. Feet No. Bdrm. Dr awn By Date w• I "I THRM Tw 12/02/04 1/40= 1 " -r 6502 •: 0000 •, . • wiiim X16 -06 -1 . - %. ROOFING: urawnre 5uWAEsi SIDING: e 1/40 CERT ua wi r Ica WINDOWS: vwrLi ENCLOSED 5OFFI 0 NO mm- WR+..12 BUILT W/ MODULE BY TL.H ••• • : • =23 0 a 0 w 0 x 1201 — 37TH N.W. AUBURN, WA 98001 PH: 1 --800- 488 -5036 cr- � W J T h W V Cf) U W X W Q D DATE c �+ ' � � �`- • L Ste_ ,.-� � _ / 1 A z w N W J a W m 1 . — 00 WO = O Q� J Of cn v„ a. 00 I--cr W a O W a. W A W W �1 mZ w cn �- O OZ(A Z y Jcr W • jr x a- ° cn W (n p 0 as REVISION I BY PERMI REVIEW BLDG_ PERMI T G,/1RAGE ON Laos '►m Style Vi Sq. Feet �1r12 No. Bdrm. THWE Drawn By TW Date 12/02/04 Scale 1/4 1 `--a 6502 6 -16-06 r »• . 0000 3 � O v c l: qb i f 1 1 FLOOR PLAN NOTES: 1.) DESIGN LOAD CRITERIA: IBC 2003/ IRC 2003 40 psf FLOOR LIVE LOAD 25 psf ROOF SNOW LOAD WIND SPEED-- 185 M.P.H. "EXPOSURE C" SITE CLASS 'D' Ss = 1.46 S = 0.50 2.) TIMBERLAND HOMES CERTIFIES TO BUILD TO THE DEPARTMENT OF LABOR AND INDUSTRIES GOLD SEAL STANDARDS. 3.) DBL. 200 D.F.L. #2 FLOOR JOISTS TO BE INSTALLED BELOW ALL WALLS 8' -0" AND LONGER, PERPENDICULAR TO RIDGE. 4.) INDIVIDUAL ROOM OUTDOOR AIR INLETS SHALL BE PROVIDED PER 2003 IRC SEC. R303 ANCHOR BOLT SCHEDULE MARK SILL PLATE ANCHOR REMARKS MARK 1/2" 0 ® 48" o.c. SHEATHING 1 W/ 2"x2"/3/16* WASHER 1/2" 0 ® 36" o.c. EDGE A82 W 2 "x2" 3 16" WASHER / / / NOT USED 1/2" 0 ® 24" ox. SW 1 A83 W 2 "x2" 3 / 16" WASHER / / CAD 6 o.c. 1/2" 0 0 12" ox. AB4 W 2"x WASHER / NOT USED STRUCTURAL NOTES: FOUNDATION EXTEND FOUNDATION TO SOLID BEARING 1,500 psf BEARING CAPACITY, 1 MINIMUM BELOW FINISH GRADE. CONCRETE CONCRETE TO HAVE A 28 DAY MINIMUM COMPRESSIVE STRENGTH OF 3000 psi. REINFORCING STEEL ALL REINFORCEMENT SHALL CONFORM TO ASTM A615 GRADE 40. ,WOOD FRAMING SCHEDULE OF LUMBER GRADING (W.C.L.I.B. BOOK NO. 16) KILN DRY (U.N.O.) A.) HEM --FIR NO. 2 FOR HEADERS EXCEPT AS SHOWN. B_) DOUGLAS FIR NO. 2 POSTS AND JOISTS. C.) HEM --FIR STUD GRADE FOR STUDS, WALL PLATES, SILL PLATES AND BRIDGING. D.) PRESSURE TREAT ALL 'WOOD IN CONTACT WITH CONCRETE. E.) ALL STRUCTURAL CONNECTORS TO BE MANUFACTURED BY SIMPSON STRONG —TIE. F.) WHERE CONNECTORS ARE SECURED TO PRESSURE TREATED WOOD (ACO ACQ — D, CBA —A, CA--B AND NON —DOT BORATES) SIMPSON Z —MAX (G185) COATED OR STAINLESS STEEL CONNECTORS ARE REQUIRED. NOTES: 1. SCHEDULE IS BASED ON 2003 IBC AND ON WOOD FRAMED WALLS WITH 2x4 (MINIMUM) HEM — FIR STUDS 0 24" o.c.. 2. SHEATHING IS TO BE SPAN RATED 24/0 MINIMUM AND MAY BE PLYWOOD OR OSB. 3. SHEATHING THICKNESS MAY BE REDUCED TO 3/8" OR 7/16" PROVIDED STUDS ARE 0 16" ox. MAXIMUM. 4. SHEATHING IS TO BE DIRECTLY APPLIED TO STUDS AND ALL EDGES BLOCKED. 5. STUDS ARE TO BE SINGLE 3" NOMINAL OR THICKER AT ADJOINING PANEL EDGES AND SHEATHING NAILING STAGGERED FOR SW3, SW4, SW5, SW6, & SW7. 6. ALL NAILS ARE TO BE COMMON WIRE. 7. SHEATHING NAILING AT INTERMEDIATE SUPPORTS IS TO BE 8d 0 12" ox. 8. SHEATHING NAILS ARE TO BE DRIVEN SO THAT THEIR HEADS ARE FLUSH WITH THE SURFACE OF THE SHEATHING. FOUNDATION NOTES: 1.) FOR POSITIVE CONNECTION BETWEEN POST AND PAD USE SIMPSON "PB -44" FOR 4x8's AND 4x4's USE SIMPSON "PB -66" FOR 6x6's. (OR EQUAL) 2.) FOOTING AND POST LOCATIONS MAY BE WITHIN 2" OF ROOF POINT LOAD LOCATIONS. (3) 2xf Hrn s w� 18 - 1 O x 3 NAILS ix2 TOP PLATE WASHERS FIELD APPLIED 3/8" 0 x 10" LONG LAG SCREWS (3) 2x6 FLAT STUDS SPIKED TOGETHER w/ 10d 0 12" o.c. STAGGERS CORNER CONNECTION DETAIL NOT TO SCALE NUT W B EVECID WASHER GIRDER TRUSS 3.) SITE CONTRACTOR TO VERIFY ALL DIMENSIONS ON FOUNDATION PLAN. 4.) FOUNDATION CONTRACTOR RESPONSIBLE FOR SEWER, WATER, POWER AND GAS LINE KNOCK —OUTS IN FOUNDATION. SEWER CLEAN OUT IS REQ'D TO BE PLACED OUTSIDE AND WITHIN OF 5 ft. OF THE FOUNDATION WALL BY THE SITE CONTRACTOR. 5.) FOUNDATION VENTING PER 2003 IRC CRAWL SPACE = 1772 sq. ft. 1772 150 = 11.8 sq. ft. 12 sq. ft. OF SCREENED VENT. REQ'D. (VENTS TO BE SIZED AND LOCATED IN FIELD BY FOUNDATION CONTRACTOR) 6.) CRAWL SPACE ACCESS: SITE CONTRACTOR TO LOCATE AND PROVIDE CRAWL SPACE ACCESS PANEL TO MEET LOCAL CODE AND SITE REQUIREMENTS. LOCATION TO BE DETERMINED SO AS NOT TO ALIGN wl HOLDOWNS, DOORWAYS, DECKS, AND ETC... 7.) FouNae►nor, To BE AS PER THE REQUIREMENTS OF THE LOCAL JuRIsacnoN. DRAG TRUSS MA NUT 2x8 CONTINUOUS 4DER 2 —PLY SCISSOR TRUSS ,. HTf 16 Wj 18 — 10d x 3 NAILS 5 /8' 0 THREADED Roo w/ WASHERS AND NUTS AS SHOWN. (DRILL HOLE IN GIRDER TRUSS BOTTOM CHORD.) DETAIL @ L/R VAULT NOT TO SCALE 1 �.� I ! �i A z a wo �x 1 201 - 37TH N.W. AUBURN, WA 98001 PH: 1-- 840 - 488 -5036 .. . I..L 00 4 W 0 1 7: 0 oI— W W W cn � > cn- 0 ~ J P OD W } � i �Cr PQ W O 0-0 X a �a W w a0 W U A � W Z mz 3: U) o n Q o Oz(A z 0 tr = V 0Cn 0: �n o 0 a W s J 0 DATE REMSION BY PERMIT REVIE BLDG_ PERMIT St)Ae ViEWNONT Sq. Feet 17 72 No. Bdrm. Drawn By Th1 Date 12/02/04 Scale A5 NO'W C3502 X: 0000 W Cy w �wwR 6-1645 SHEARWALL SCHEDULE 1,2,394,6,798 MARK SHEATHING SHEATHING REMARKS EDGE NAILING SW 1 15/32" PLYW'D 8d CAD 6 o.c. ONE SIDE SW2 15/32" P LYW' D 8d ®4" o.c. ONE SIDE SW3 15/32" PLYW'D ONE SIDE 8d 0 3" o.c. SEE NOTE 5. NOT USED 15/32" PLYW'D SW4 ONE SIDE 8d � 2 " o.c. SEE NOTE 5 NOT USED SW5 15/32" PLYW'D 8d 4" o. c. SEE NOTE 5 NOT USED EACH SIDE SW6 15/32" PLYW'D 8d CAD 3" o.c. SEE NOTE 5. NOT USED EACH SIDE 15/32" PLYW'D „ SW7 EACH SIDE 8d 0 2 O.C. SEE NOTE 5. NOT USED NOTES: 1. SCHEDULE IS BASED ON 2003 IBC AND ON WOOD FRAMED WALLS WITH 2x4 (MINIMUM) HEM — FIR STUDS 0 24" o.c.. 2. SHEATHING IS TO BE SPAN RATED 24/0 MINIMUM AND MAY BE PLYWOOD OR OSB. 3. SHEATHING THICKNESS MAY BE REDUCED TO 3/8" OR 7/16" PROVIDED STUDS ARE 0 16" ox. MAXIMUM. 4. SHEATHING IS TO BE DIRECTLY APPLIED TO STUDS AND ALL EDGES BLOCKED. 5. STUDS ARE TO BE SINGLE 3" NOMINAL OR THICKER AT ADJOINING PANEL EDGES AND SHEATHING NAILING STAGGERED FOR SW3, SW4, SW5, SW6, & SW7. 6. ALL NAILS ARE TO BE COMMON WIRE. 7. SHEATHING NAILING AT INTERMEDIATE SUPPORTS IS TO BE 8d 0 12" ox. 8. SHEATHING NAILS ARE TO BE DRIVEN SO THAT THEIR HEADS ARE FLUSH WITH THE SURFACE OF THE SHEATHING. FOUNDATION NOTES: 1.) FOR POSITIVE CONNECTION BETWEEN POST AND PAD USE SIMPSON "PB -44" FOR 4x8's AND 4x4's USE SIMPSON "PB -66" FOR 6x6's. (OR EQUAL) 2.) FOOTING AND POST LOCATIONS MAY BE WITHIN 2" OF ROOF POINT LOAD LOCATIONS. (3) 2xf Hrn s w� 18 - 1 O x 3 NAILS ix2 TOP PLATE WASHERS FIELD APPLIED 3/8" 0 x 10" LONG LAG SCREWS (3) 2x6 FLAT STUDS SPIKED TOGETHER w/ 10d 0 12" o.c. STAGGERS CORNER CONNECTION DETAIL NOT TO SCALE NUT W B EVECID WASHER GIRDER TRUSS 3.) SITE CONTRACTOR TO VERIFY ALL DIMENSIONS ON FOUNDATION PLAN. 4.) FOUNDATION CONTRACTOR RESPONSIBLE FOR SEWER, WATER, POWER AND GAS LINE KNOCK —OUTS IN FOUNDATION. SEWER CLEAN OUT IS REQ'D TO BE PLACED OUTSIDE AND WITHIN OF 5 ft. OF THE FOUNDATION WALL BY THE SITE CONTRACTOR. 5.) FOUNDATION VENTING PER 2003 IRC CRAWL SPACE = 1772 sq. ft. 1772 150 = 11.8 sq. ft. 12 sq. ft. OF SCREENED VENT. REQ'D. (VENTS TO BE SIZED AND LOCATED IN FIELD BY FOUNDATION CONTRACTOR) 6.) CRAWL SPACE ACCESS: SITE CONTRACTOR TO LOCATE AND PROVIDE CRAWL SPACE ACCESS PANEL TO MEET LOCAL CODE AND SITE REQUIREMENTS. LOCATION TO BE DETERMINED SO AS NOT TO ALIGN wl HOLDOWNS, DOORWAYS, DECKS, AND ETC... 7.) FouNae►nor, To BE AS PER THE REQUIREMENTS OF THE LOCAL JuRIsacnoN. DRAG TRUSS MA NUT 2x8 CONTINUOUS 4DER 2 —PLY SCISSOR TRUSS ,. HTf 16 Wj 18 — 10d x 3 NAILS 5 /8' 0 THREADED Roo w/ WASHERS AND NUTS AS SHOWN. (DRILL HOLE IN GIRDER TRUSS BOTTOM CHORD.) DETAIL @ L/R VAULT NOT TO SCALE 1 �.� I ! �i A z a wo �x 1 201 - 37TH N.W. AUBURN, WA 98001 PH: 1-- 840 - 488 -5036 .. . I..L 00 4 W 0 1 7: 0 oI— W W W cn � > cn- 0 ~ J P OD W } � i �Cr PQ W O 0-0 X a �a W w a0 W U A � W Z mz 3: U) o n Q o Oz(A z 0 tr = V 0Cn 0: �n o 0 a W s J 0 DATE REMSION BY PERMIT REVIE BLDG_ PERMIT St)Ae ViEWNONT Sq. Feet 17 72 No. Bdrm. Drawn By Th1 Date 12/02/04 Scale A5 NO'W C3502 X: 0000 W Cy w �wwR 6-1645 NOTE5: I. TIMBERLAND HOMES 15 NOT RE5PON5113LE FOR ANY MATERIALS BELOW 5KID PLATE UNLE55 OTHEI2W15E NOTED. 5PECIFICATION5 AND MATERIAL5 5HOWN ARE MINIMUM REQU i REMEN T5 AND MAY 13E 5UE55T1 TU TED FOR EQUAL OR BETTER MATERI AL5. ROOFING: LAMINATED SHINGLES W/ DBL. BELT ROOF 1 /2 0 CDX PLYW40D 5HEATHING (32/16) W/ Sd COMMON NA I L5 @ 6" O.C. @ PANEL EDGE5 t 12" O.0 . @ INTERMEDIATE. IN5ULATION BAFFLE. NAIL TO IN51DE EDGE OF UPPER TRU55 CHORD. 51MP50N O HI O OR EQUAL EVERY OTHER TRU55 FREEZE VENT OR 2x4 DSLOCKING TOTAL VENTILATION TO ESE 1 /300th OF ATTIC AREA W /50% OF VENT5 TO ESE AT EAVE5. OR ATTIC VENTILATION 1MU5T EQUAL 1/150th OF ATTIC AMA. I N 5TALL VENT5 TO PROVIDE C12055 VENTILATION. NOTE: 50% OF EAVE VENTS TO ESE 3' - V DELOW THE OTHER 50 % 2x6 FA5CIA W/ (2) --- 16d NA I L5 PER TRU55 SiC�ING PER PLAN * EAI2 WALL 5UMMARY: 1 /2' 0 APA RATED 5HEATH I NG, 5/8" T I — I l 012 7/ 16 LP 5MART PANEL 51DING BL OCVFD W/ NAILING PE12 5CHEDULE ON 5HEET #6. ALL EXTER1012 WALL5: NAIL 5PACING @ INTERMEDIATE 5UPPORT5 TO BE 12" O.C. I N5TALL TYVEK HOU5EWRAP OR CAULK AND 5EAL ALL EXTERIOR J01NT5 AID 5EAM5 PER 2003 I RC 5EC . P703. WALL IN5UL.ATION 2x6 5TU1D5 @ 2x6 BOTTOM PLATE •� • •ter/ • �r �iT1��•��ru• !� I • r �� (3) 2x8 HF#2 W /(2) 1/2 GLLED PLYWOOD FI (CONTINJOlJ5 HEADER) (TYPICAL U 11.0 J 16' -0" MAXIMUM ATTACH GIRDER TRU55 CHOR05 W/ 1/2' (D LAG ESOLT5 W/ WA5HER5 @ 48" O.C. A z w N m w 0 x 1201 - 37TH N.W. AUBURN, WA 98001 PH: 1- 804 - 488 --5036 Of � W J T h W V � W U W W L E �a Q� or- 0 DATE Z V O J cn W J a cn -4� W ~ O 0 Z� J WW m Q � U H i 4.a. O0 Ir Ix 0 �..� a. o o a: A WU W jr- PQ co 2 V) F.- o oZ Z o�c ° mar O as REVISION I BY PERMI T REVIEW BLDG. PERMIT Style VlavmT Sq. Feet - rte No. Bdrm. TH REE Drawn By TW Date 1 2/02/04 Scale AS NOTED [)ETAIL 6502 •: . 0000 t -•.. .�: _ - �- ",,,�.+l. -re+fe a►a.�- .�n.n.�....•� --��. _ w.7�` - , ��w... _ I R e a�• •� 7 ~ r � EXTERIOR WALL W O 2 Of D O SHEATHING /SIDING PER ELEV. "Z" FLASHING 1/2" SPAN RATED SKIRTBOARD- -- w/ 8d 0 4" o.c. INTO MICRO --LAM LVL AND SILL PLATE J m W H APPROX. GRADE z I L 6 " - A 2 -CONY. #4 BARS `/ / s o 4" 0 PERF. / // �00 l�0 DRAIN TILE w / /�j�j� % /� %/� GRAVEL FILL. (IF REQ*D) FOUNDATION DETAIL 16d 0 6" ox. FROM PLATE TO RIM AND SKID TO RIM AT SIM. 1-3/4 It x 9 -1/2" MICRO -LAM LVL 3/4" T &G PLYWOOD 2x10 DFL�2 FLOOR JOISTS 16 o.c. (NP.) (PARALLEL TO RIM 0 SIM.) 2x6 SKID PLATE 1 x6 FILLER 2x6 P.T. SILL PLATE SEE FOUNDATION PLAN FOR ANCHOR BOLT SIZE, SPACING, AND WASHER REQUIREMENT #4 BAR ® 16" O.C. 6 MIL. BLACK VISQUEEN VAPOR BARRIER 2 -CONY. #4 BARS NOT TO SCALE 1/2" 0 BOLTS 6' -0" O.C. & 2' -0" FROM EACH END OF BUILDING 1 -3/4" x 9-1/2" MICRO -LAM LVL EACH SIDE OF MA MARRIAGE LINE /-3/4" T &G PLYWOOD NAIL SH'T'G TO BLOCKS AS FOR SHEARWALL EDGE NAILING TOP PLATES 4x2 FLAT BLOCKS W/ LSTA21 (NP.) )TE: OCKS & STRAPS MAY . INSTALLED ON THE SIDE OF SW1 TYPE SHEARWALLS. WINDOW STRAP DETAIL NOT TO SCALE GABLE El TOP CHO NOTCH C END. OUTLOOKER TO EXTEND TO 1 st. TRUSS AND BACK NAILED w/ 2-1 Od GABLE END ' TOP CHORD NOTCH ® GABLE END. OUTLOOKER TO EXTEND TO 1 . TRUSS AND BACK NAILED w/ 2 OUTLOOKER PER PLAN 3 -16d AT OUTLOOKER TO GABLE END CONNECTION OUTLOOKER NAILING D ETAIL NOT TO SCALE NAIL SHEATHING TO DOUBLE STUDS w/ 8d 0 6" O.C. EACH STUD (NP.) MODIFIED SIMPSON — 'HPAHD22'. SEE PLAN FOR LOCATION AND QUANTITY. SEE FOUNDATION PLAN Co s FOR FOOTING SIZES APPROX. GRADE - 4x8 POST (1) CONY. #4 SIMPSON A -34 EACH SIDE OF POST SIMPSON PB -44 POST BASE OR EQUAL �— 30# BUILDING FELT r 6 MIL. BLACK VISQUEEN • / VAPOR BARRIER X(/ Of NxsX: v SEE FOUNDATION PLAN FOR REBAR REQUIREMENTS FOUNDATION DETA NOT TO SCUD HOEDOWN DETAIL NOT TO SCAU --•�. �. tea.+ -�-�^ - yf•�1..r . ?�' jv�!�...� �. PROVIDE #4 DOWEL W/- HOOK AT FOOTING ADJACENT TO EACH 'HPAHD22'. DOWEL TO LAP ' H PAH D22' 6" AND HOOK TO EXTEND 12" ALONG FOOTING LENGTH. DOUBLE STUDS w/ MST27 STRAP AND 1 Od NAILS. SEE PLAN FOR LOCATION AND QUANTITY. 2x6 BOTTOM PLATE 3/4" SUBFLOOR RIM JOIST 2x6 SKID PLATE 2x6 SILL PLATE NOTES: 1. NAIL DOUBLE STUDS TOGETHER WITH 2 -ROWS 10d COMMON NAILS ® 16" ox. 2. SIMPSON 'HPAHD22 HOLDOWNS ARE TO BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS EXCEPT NAILED END IS TO BE FIELD CUT AND EXTEND WITHIN 2-1/2 OF TOP OF RIM JOIST USING ALL REMAINING HOLES. MINIMUM OF 12 -16d COMMON WIRE NAILS REQ D. ADD ADD11T10NAL HOLES AS NEEDED. 3_ RELOCATE VENTS AS REQUIRED TO SPACE AT LEAST 12" FROM ANY HOLDOWN. A z � wo �x 1201 - 37TH N. w. AUBURN. WA 98001 PH: 1- 800 - 488 -5036 • • 41� O V4 W � o n= Q J W W Lii o � J Q oD --I o o W X � a°a Li W a o W U L. W m Z -ocn 0 Z (n z Li� Q Q W Q • DC = a- CC v' ir 4 a- J DATE REVISION TBY 6502 0000 WO Z PER PLAN OUTLOOKER TO GABLE END CONNECTION 8d PERMIT REMEW BLDG. PERMIT Style VIE:WMONT Sq_ Feet 17 No. B&M. T42EE Drawn By TW Dote 1 2/02/04 Scale AS NOD 6502 0000 WO Z PER PLAN OUTLOOKER TO GABLE END CONNECTION 8d ® 3" ox. OR 2 -ROWS CAD 6" o.c. EACH ROW i A p u ��. 5 4 � J v + ,� _T 8d 0 6" o.c. ^I air anaall aa a ern h2 aa. wi� 6 -16-06 qv ROOFING: LAMINATED SHINGLES 1/2" CDX PLYWOOD SHEATHING (32/16) -- w/ 8d COMMON NAILS O 6" O.C. AT PANEL EDGES do 12" O.C. AT INTERMEDIATE SIMPSON "H 1 " OR EQUAL EVERY TRUSS 5/8" TYPE "X" G.W.B. (BY OWNER) FIELD APPLIED FIRE TAPE 5/8" TYPE "X" G.W.B. JOINTS (IN-- FIELD) 2x6 FASCIA W/ (2) --= 16d NAILS PER TRUSS. 2x4 STUDS O 16" O.C. 1/2" SPAN RATED SKIRTBOARD W/ 8d 0 2" O.C. INTO 2x4 TREATED SILL PLATE END JOISTS AND SILL PLATE SIDING PER ELEVATIONS OWN ANCHOR BOLT � PER PLAN W #4 O 16" O.C. vERT. SIB IN. CONC. • APPROX. FINISH I — EXPANSION JOINT GRADE Z III I I ( I a ' ! � r°%° o BITUMINOUS COATING ' I I I _III —I '� V!SQUEEN BELOW GRADE VAPOR BARRIER (2) CONT. /4 BARS — % 1 2' SAND BASE .O I 4" PERF. DRAIN - 4' CRUSHED TILE W /GRAVEL FILL (IF �Q'0) I I i � �K BASE (2) CONT. #4 BARS I III - I A SECTION NOT TO SCALE nc'nv MAII _ n__A 3/4" SUBF 2x6 SKID F 2x6 TOP PI F_ U- FN F_ LPM'I MANUFACTURED TRUSSES O 24" O.C. (TYP.) CONC. PAD w/ (2) #4 BARS EACH WAY DECK FRAMING DETAIL NOT TO SCALE o •• O • o •• O • 40 0 0'& 0�o d o• o• a . . Dom d°� 6 6 ' SECTION SYM. I AB'T EXPANSION JOINT BITUMINOUS COATING BELOW GRADE #4 O 16" O.C. VERT. SHEARWALL ED NAIUNG FOR C OF SHEATHING HOLDOWN STUI (rf PI-) 2x4 STUD w/ IOd O 3 o.c. FULL LENGTH (STS TOP OF CONC. WALL v TOP OF FOOTING v (SH'T'G NOT SHOWN FOR HOEDOWN DETAIL NOT TO SCALE �u NOT TO SCALE NAIL SH'T'G TO BLOCKS AS FOR SHEARWALL EDGE NAILING TOP PLATES 4x2 FLAT BLOCKS W/ LSTA21 (NP.) )TE: .00KS & STRAPS MAY INSTALLED ON THE SIDE of SW 1 TYPE SHEARWALL.S. WINDOW STRAP DETAIL NOT TO SCALE A 04 11 . ' r SST BASE: APSON 'PB66' W/ ZMAX COATING (2) 2x4 OR 4x4 HOLDOWN STUD P.T. SILL PLATE w/ ANCHOR BOLTS PER FOUNDATION PLAN FOUNDATION WALL 4 164N. REMIF. PER HOLDOWN MANUFACTURER'S REQIHHRE111ENT'Sj CONCRETE FOOTING I _ t A P R4 f t FE B 0 7 Z oos w■� X16-05 C!) w • H 1201 -- 37TH N.W. AUBURN, WA 98001 PH: 1- 800 - 488 -5036 W LL_ _ 0 0 o= Z W Cl LL) • • ZO a) Q V P Q L a. 0=3 w U 0 �D _j o a U W O. o a Wa W W ao W U A �_cW m Z O ��yy L.L 0Z Z TE J cr p a a = W °Vf v� o 0 W [L Q DATE REVISION BY PERMIT REVIEW BI-M. PERMIT Styie VI&VONT Sq. Feet 17?1 No. Bdrm. THPEE Drawn By TW Date I21OVO4 Scale AS NOTM IDESM W. 6502 ,roe W 0000 r SST BASE: APSON 'PB66' W/ ZMAX COATING (2) 2x4 OR 4x4 HOLDOWN STUD P.T. SILL PLATE w/ ANCHOR BOLTS PER FOUNDATION PLAN FOUNDATION WALL 4 164N. REMIF. PER HOLDOWN MANUFACTURER'S REQIHHRE111ENT'Sj CONCRETE FOOTING I _ t A P R4 f t FE B 0 7 Z oos w■� X16-05 '_J a I rn r rn C1 �l C1 r I�o 1> z L 1 0 t t, • IL• I1 • �• is all •' 1 � � s 1 • tt • • • • • tt • � f • • f n ♦ y / I y c O C t "T r � g Q o Y S c� � c p DRAWN EXCLUSIVELY FOR: MALTSBERGER _, J ; � ° 8z � � � Z 98� � • TIMBERLAND HOME S do � 1 .%A 1 r) n ♦ y / I It It N f w F ice` c O 16 � g Q o Y S c� � DRAWN EXCLUSIVELY FOR: MALTSBERGER _, J ; � ° 8z � � � Z 98� � • TIMBERLAND HOME S do � 1 J , ;v m s m SALES: G. LOBDELL LOCATION: TUKWILA THIS DRAWING IS THE PROPERTY OF TIMBERLAND HOMES AND SHALL NOT BE COPIED OR DUPLICATED WITHOUT PRIOR PERMISSION. W � It It N f w F ice` 1 % 4 10 ° ` PF File: D05 -0040 35mm Drawing #1 PF 1/7 CDX. PLY14= I F 8 W/ k. r. � fl r �0 4. 1.7 V�' kn q2' .2 r. s. 7 4 Mm ;I 'k V B ­ - t . BC6 CAP ASEE 5/4X4 DECK BY OTHER LASTS 0 107 O.C. R EAR DM( DETAIL NO T TO scm I /V&A � 'of '3 el �?'n &r �l� 3 qG -/vJd2 P.T. 600 1 APP06k..., di (TYP.) i f PZO ch ' a n9c's shall bs made to the scope n G " d 4 thftlt prior appro ©7 L"IT DUO` ing Diviclon. NOTE: Wi require a new plan submittal and 111 Z,Y irl additional plan review fees. REVIEWED FOR " ( DE COMPLIANCE OU AW0"0^11C OCT 2 7 2006 Ai - Y - 0 _fT�u k w i I — a- 1BUTUMI FD71 /TqT( I CITY OF OCT 2 4 2005 PERMIT CENTER �D6 5 aqgc) Inch t> , I 3.) 1/16 � ZI: N 0 ti th 1 11-1 1111. t. �1:6 I. t F fl 0 1 11 Hill MALtSBERMR RESIDENCE THREE BEpRO�OI`15: STYLE T M 7 1 7 • [A 12/02/04 0 F_ r," 7.7 nm FVEW BY. AS NOTED, WN L 6502 JOB NO. -7 SHEET NO. 177 "-- EN 10 iz - "ON I EN Mob SMARWIALL _6k&'P**. *^No* PER PLAN V B ­ - t . BC6 CAP ASEE 5/4X4 DECK BY OTHER LASTS 0 107 O.C. R EAR DM( DETAIL NO T TO scm I /V&A � 'of '3 el �?'n &r �l� 3 qG -/vJd2 P.T. 600 1 APP06k..., di (TYP.) i f PZO ch ' a n9c's shall bs made to the scope n G " d 4 thftlt prior appro ©7 L"IT DUO` ing Diviclon. NOTE: Wi require a new plan submittal and 111 Z,Y irl additional plan review fees. REVIEWED FOR " ( DE COMPLIANCE OU AW0"0^11C OCT 2 7 2006 Ai - Y - 0 _fT�u k w i I — a- 1BUTUMI FD71 /TqT( I CITY OF OCT 2 4 2005 PERMIT CENTER �D6 5 aqgc) Inch t> , I 3.) 1/16 � ZI: N 0 ti th 1 11-1 1111. t. �1:6 I. t F fl 0 1 11 Hill MALtSBERMR RESIDENCE THREE BEpRO�OI`15: STYLE T DRAWN BY. M 7 1 7 • [A 12/02/04 0 F_ r," 7.7 nm FVEW BY. AS NOTED, WN DESIGN N0. 6502 JOB NO. 2450 SHEET NO. 177 "-- EN 10 iz - "ON I EN DRAWN BY. DATE: TW 12/02/04 SCALE: FVEW BY. AS NOTED, WN DESIGN N0. 6502 JOB NO. 2450 SHEET NO. 10 pr - • - -- File: D,05=0040 .1 35m m Dr w #2 -4 ing VA PFF 400 wM be 1 r15qR1 lea *r J � I0 These plaIls have becil reviewed by t17C 1'111�11c' • `Forks Department for conformance wi l l] C ur ren t .)- )- City s s �t S S tan )rcl, . Acceptance is subject to errors a n (I o.miss• ns �71iich do not autl 6" 6" 12" lo1 vlolat.ions of standards or ordinances, The res onsilhility PLAN VIEW. a �r r b ? uac d of the di r �' n q y design rests tot - all y «i t 1� the NTS I signer. A Id itions, deletions or revisions to these '� 1 0 LF TOka overflow Wing of er this date will 4" igid or 6" flexible g Void this acceptan erforated pipe - ' splash block A will re uir'e a resubmittal of revised d rawings nt approval. " ........ ............... . ....... ..... ...... .. ptance is subject to field inspection by °±final :4. acceptance he Public Works utilities inspector.' ° a washed rock DO a ° o " DO , L �� min 5.0' mi i� te; B T ° 1 1/2 " -3/4" --" ° ° ° 044 1' min , fine mesh screen CB sump w /solid lid--- -�-- -- 10' min �y varies filter fabric Oa �u 24" • °° ° p Qoo ° °° p O° D 12" ; \° oa oa a �---- 24 SECTION A F(oc�r Places z .. Rte' �.�1 • '+ ��...rD(�,n• (l�iosd �19kk s (o v31 to c6c�w F compacted backfill pAR c,6 1_ P erfgid or 6" flexible ZO 10 3j,z ��d . Z3 orated pipe. washed rock JJ;; 1 ' '�� naW!V l I 1 1/2 IM r Iwo ....— C ( ` �7S . Euc* Pkr) 1 �. \. 4 -. 41 . .13 s� ! 4) i+;��i���il�Tii� file i'li ilia Inch �. .. ,I I s 7 Y 1 u M ■ . fir } .j ' i Yr ( p I ` a y �� r , i k ry :-.. 74._ d ^��1 vHV� 7R�R�131H+.titw+ r � ���l�lii��� iiiliiii��i� I l uii�ui� I iia .�i.i � �i�il� li) ` I� �� I�L,. ������ :��� 1�L�,a�� ��� il ���� I�l�l�lltlll���ll����l����l RECEIVED MAR 2 9 2005 TUKWIL PUBLIC W A P WORKS �- J) r a g.� N RECEIVED CITY OF TUKWILA MAR 2 5 2005 PERMIT CENTER J � Vi T z ( INCOMPLETE LTR #_�_ I _E B. ` ANDARD DETAIL GE `•. IE rrt = 336.09. 6" TEE AND ,.1/2„ IP G•A$ LINE 1/2" IP� GAS LINE`S E )4 15 HOUSE #3315 15 FFE = 349.28 = N . . . . . . . . . . . . . . ... - .. 360 - k 4004. :................. �1+ 54.15 : A #3315 BSMT 350 346.15 . - - .1 • w MANHOLE A PER STANDARD DETAIL 300 LF 8" • . SANITARY SLOPE =0J I.E. 324.0 320 .. .... .. .: .. .. .. .. .. .. I.. E.. 323.9 : .. . . . . .. ; . .. .. .. ... ... .. . . 30 ............... ... ......................:......... 310.. .................................................... 7 +00 7 +50 8 +00 8 +50 9 +00 9 +50 ;. . . . z w . : . . . . #3331 342:86 X Q� ; • w 3 . .: . .: .: . . : .. .. .. _ MANHOLE A I R.E. :334.00± 3400 ' BSMT I • I 36.09 3 ' #3337 EXISTING GRADE '334:81; • ( • ®: G /L• OF SEWER . . . . . . . ' pr 1 ON 50.08 1 50,08 Rojo '72.jo 690T I II��IIi� „ i , l . �_I_ 1. I I I I . I . I . ;I Inch 1/16 LI 'J- 1. 16 I tull 111111.1t]. `�Ijiiii�Ii'iI N 0 I 111,J I I ' i ill I i lfl 1 111111111111111111111111 1 rev 10 I 6q3C 77 I II��IIi� „ i , l . �_I_ 1. I I I I . I . I . ;I Inch 1/16 LI 'J- 1. 16 I tull 111111.1t]. `�Ijiiii�Ii'iI N 0 I 111,J I I ' i ill I i lfl 1 111111111111111111111111 1 rev j b �'�� 58,dB* 1 25 181460 6450# 30 f4l F*; 75150 7682# 15 GARD 18370# Jo 34252#s 264 25 2B400#s