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Permit D01-289 - PEACHTREE DEVELOPMENT - NEW HOUSE
PEACHTREE DEVELOPMENT 72227 47T" AVE S. EXPIRED 7 -29 -03 D01 -289 City of l'ukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0179001046 Address: 12227 47 AV S TUKW Suite No: Tenant: Name: PEACHTREE DEVELOPMENT Address: 12227 47 AV S, TUKWILA WA Owner: Name: MORELLI TONI Address: 1728 157 AV NE, BELLEVUE WA Contact Person: Name: CHRISTOPHER BROOKS Address: 1728 157 AV NE, BELLEVUE, WA Contractor: Name: PEACHTREE DEVELOPMENT Address: 1728 157TH AVENUE NE, BELLVUE, WA Contractor License No: PEACHD *995Q0 Public Works Activities: Landscape Irrigation: N Moving Oversize Load: N Sanitary Side Sewer: Y Sewer Main Extension: N Storm Drainage: Y Street Use: Y Water Main Extension: N Water Meter: Channelization / Striping: doc: Devperm DEVELOPMENT PERMIT Start Time: Private: N Private: N ** Continued Next Page ** D01 -289 Permit Number: D01 -289 Issue Date: 02/19/2002 Permit Expires On: 08/18/2002 Phone: Phone: 206 - 715 -8899 Phone: 206 991 -5731 Expiration Date: 11/20/2003 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 1,254 SQ FT SINGLE FAMILY RESIDENCE AND 258 SQ FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: ACCESS, STORM DRAINAGE, FLOOD ZONE CONTROL, SANITARY SIDE SEWER, 3/4" DOMESTIC PERMANENT WATER METER AND STREET USE. Value of Construction: $113,022.00 Fees Collected: $6,940.15 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: Occupancy per UBC: 0007 Curb Cut/Access /Sidewalk/CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Y Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. End Time: Public: N Public: N Printed: 02 -19 -2002 00, 4)0: : • • will N wO } J Li. Q' • D. • Z 1---. I— a 11.1.1 ILLF Z I-- U O O , •• : H � ; 11 - - O 111 UN 6,7 1 Z City of Tukwila Permit Center Authorized Signature: doc: Devperm Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Signatur Print Name: C e/(„ (,C- D01 -289 Date: 0 , 2//9/ 0 � 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 grantin: • is p mit does not pres - • give authority to violate or cancel the provisions of any other state or local laws regulatin: constr ct n or the performa; - of work. I am a thorized to sign and obtain this development per it. i vV Date: �i /L C l ZS � - 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. Printed: 02 -19 -2002 0.74K7 .5Mc�i.��^ ��it; b.,',•' -u71, 97 "bM!:'+t+.:tr.:., -, j _ ; U UO to w� W=: 0! 2 J w . 0 Z F--' D p• . U w ut I—U ti. Z`. ;U N ' , 0 Z Parcel No.: 0179001046 Address: 12227 47 AV S TUKW Suite No: DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 1,254 SQ FT SINGLE FAMILY RESIDENCE AND 258 SQ FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: ACCESS, STORM DRAINAGE, FLOOD ZONE CONTROL, SANITARY SIDE SEWER, 3/4" DOMESTIC PERMANENT WATER METER AND STREET USE. Water Meter Size: Quantity: Water Meter Type: Work Order Number: Connection Fee: Install Deposit: Additional Install Deposit: Plan Check: Inspection Fee: Turn On Fee: Special Assessment: Other Fee: Total. Fee: Total Water Fees: City of '1 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 WATER METER INFORMATION Permit Number: D01 -289 Issue Date: 02/19/2002 Permit Expires On: 08/18/2002 YIN Meter #1 Meter #2 Meter #3 Y $260.00 doc: Miscperm D01 -289 75 0 0 1 0 0 PERM 5412P $60.00 $0.00 $0.00 $150.00 $0.00 $0.00 $0.00 $0.00 $0.00 $10.00 $0.00 $0.00 $15.00 $0.00 $0.00 $25.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $260.00 $0.00 $0.00 Printed: 02 -19 -2002 City of fukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0179001046 Address: 12227 47 AV S TUKW Suite No: Tenant: doc: Conditions PEACHTREE DEVELOPMENT PERMIT CONDITIONS D01 -289 Permit Number: Status: Applied Date: Issue Date: D01 -289 ISSUED 09/06/2001 02/19/2002 1: ** *BUILDING DEPARTMENT * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries inspected by that agency (248- 6630). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 7: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 8: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identi- fication showing the fire performance rating thereof. 9: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 10: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 11: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 12: ** *PUBLIC WORKS DEPARTMENT * ** 13: The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 14: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 15: 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. 16: Any material spilled onto any street shall be cleaned up immediately. 17: Hauling over 50 cubic yards shall require application for a Hauling Permit prior to any associated activity. 18: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 19: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for Division. Plumbing will be inspected by and all electrical work will be Printed: 02 -19 -2002 z ▪ z. • i 00 U) 0 • WI J (f) w oo } u_¢ Z d. w H =: I- 0 Z E- U 0 • O N, .0 .w • w Z U O • O F z Signatur doc: Conditions City of Tukwila D01 -289 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will beunworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 20: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 21: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 22: No storm drainage design was provided as part of the application submittal. Ground infiltration systems shall be used whenever soil types and site conditions permit. New filtration systems shall not negatively impact any existing properties in the area. A ground infiltration system design shall be submitted to the City for review and approval by the City Surface Water Engineer prior to construction. 23: If ground infiltration is not appropriate for this site, an alternative drainage system shall be designed and submitted to the City for review and approval by the Surface Water Engineer prior to construction. 24: Drainage design shall also consider the impervious driveway surface. 25: It is strongly recommended that storm drainage designs be certified by a licensed engineer. Otherwise, the owner assumes liability for the design and any subsequent related damages. 26: Driveways 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'. 27: The driveway shall be designed and sloped so that drainage from the driveway does not flow onto the existing road surface. 28: Driveways shall be paved for a minimum distance of 20' from the edge of the existing road pavement. 29: If soil and site conditions permit, surface drainage from the driveway shall be infiltrated back into the ground by means of gravel backfilled pits or trenches. 30: The water meter box shall be located within City right -of -way at the property line. 31: Enclosed areas below the lowest floor shall be designed to automatically equalize hydrostatic flood forces. A minimum of two openings having a total net area of not less than one square inch for every square foot of enclosed areas subject to flooding shall be provided, with the bottom of all openings no higher than one foot above grade. Openings may be equipped with screens, louvers, or other coverings or devices provided that they permit the automatic entry and exit of floodwaters. 32: The developer shall be required to furnish the City Utilities Inspector with survey data that equates vertical elevations shown on the plans with the National Geodetic Vertical Datum of 1929 prior to the Final Inspection. 33: 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 presumegiv authority to violate or cancel the provision of any other work or local laws regulating .n tructio or the performanc 6f •rk. Printed: 02 -19 -2002 Print Name: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 001 -289 Printed: 02 -19 -2002 P • ect Name/Tenant: t : • _ OC'• of work to be done: - Ne� Cotk ri vat c_ �. bk eat tiL,-1- • Value of Construction: .. • ' qp ' ::..A♦ Vw it Add es • , City State /Zip: q • :u' S . ... t,,.► • .1 ? Tax Parcel Number: o ..'r • -. ,. Property Own pi.; ,� . i ' 1 Ovl 1 V n v `abe,LA.-•( Phone: _ pp�,, CZ.co) . 7 1 S" 88etc/ Street Address: Q C /Zip: I c? i s q - -'t fie N y £ UDC A ) c Tito A Fax #: ( ) ' 5 - ' t 9 t Contractor: Phone: Street Address: City State /Zip: Fax #: Architect: ., NeS / IAA 0(41( 4 irwv Phone: ( j 3) 8!- 2. -2s - 3o Street Address: City State /Zip: Fax #: Engineer: Phone: Street Address: City State /Zip: Fax #: Contact Person:. CGtn►ACC I'ke4/ £wy*: s Phone: (2.c0 7-1 C- 8 Street Address: 1 2g !�3' City State /Zip: Pht- kW Qe/LLevt -.e, Avg R pons' Fax #: C U2s gtos -ct ci tq Description of work to be done: - Ne� Cotk ri vat c_ �. bk eat tiL,-1- Type of work: Pi . ew Single- Family Residence ❑ Addition - Single - Family Residence ■ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: ,Sewer El Septic (King County Health Dept approval required - 296 -4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed Square Footage: i 2 S4 sq. ft. Dwelling • sq. ft. Covered Deck(s) � sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) *For an Accessory dwelling, provide the following: ' ' Lot area Floor area of principal dwelling Floor area of accessory dwelling * Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. D ate application accepted: CITY OF TL J$WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Single - Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. PPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVILIPLAN :REVIEW OF THE FOLLOWING:` . (Additional reviews shall be determined by the Public Works: Department) :. ❑ Channelization /Striping ❑ Flood Control Zone ❑ Hauling ❑ Moving an Oversized Load: Start Time: ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Street Use ❑ Water Meter /Permanent # Size(s): ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Land Altering: 0 Cut cubic yds. 0 Fill End Time: ❑ Sewer Main Extension 0 Private 0 Public ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter Temp # Size(s): Est. quantity: gal in Miscellaneous Size(s): cubic yds. Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed 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, ex- pire 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. SFPERMIT.DOC 2/13/97 Date application expires: OR STAFF USE ONLY Project pramber: so Permit Number: b O 1 a8 q Application taken by: (initials) • LEASE SIGN BACK OF APPLICATION ,FORM BUILDING O NER'OR UTHORIZED AGENT: a r LT I Date: q/5 0/ S "pi a at C 7 3C 4 2 �JLI� 1dJ CU1 g91 Signature: Print name: —G1-4 ©Y1 -4 b'14 w.:1u :t Address: I •12.0 4 51- + } A - J e . to e 't�'1 � iIst ALL SINGLE - FAMILY RESIDENT/. PERMIT APPLICATIONS MUST BE ' a/WITTED WITH THE FOLLOWING: ➢ DRAWINGS PREPARED BY H REGISTERED ARCHITECT OR PROl'ESSIONAL ENGINEER MAY BE RE9tutRED, By THE'BUILDING OFFICIAL ➢ ►LL DRAW {{�'GS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11 a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. . 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), z ~ show proposed and existing power, water and sewer lines, existing storm drainage system, W downspouts and foundation drains, and where drains tie -in. 7. Parking plan. -J o 8. Lowest building elevation (if in Flood Control Zone). co 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. J = 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. N 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the w 0 shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 2 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the a high water mark. rn n 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form = w H -9). Z i— Foundation plan and details z O Floor plan 2 Roof plan 8 Building elevations (all views) o Building height z 0 Building cross - section u- 0 Structural framing plans and details necessary to completely describe construction id co Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. z Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless . the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". ❑ B uilding :Owner /Authorized Agent. if the applicant is other than the owner, registered architect/engineer, or contractor licensed b y:the State :of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required'as part of this.subrnittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT. DOC 2/13/97 ��i Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: City of Tukwila 0179001048 12225 47 AV S TUKW R03 -00629 BLH ADMIN DIGITAL ESCROW LLC TRANSACTION LIST: Type Method doc: Receipt Payment ACCOUNT ITEM LIST: Description Check SEWER ASSESS -ALLENTOWN 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PEACHTREE DEVELOPMENT Description 3320 RECEIPT Account Code 402/379.004 Permit Number: Status: Applied Date: Issue Date: Amount 8,733.60 Current Pmts 8,733.60 Total: 8,733.60 D01 -288 ISSUED 09/06/2001 02/19/2002 Payment Amount: 8,733.60 Payment Date: 05/22/2003 10:54 AM Balance: $0.00 8901 05/22 9712 TOTAL 8774.92 Printed: 05 -22 -2003 Parcel No.: Address: Suite No: Applicant: Receipt No.: R03 -00602 Initials: User ID: Payee: City of Tukwila 0179001046 12227 47 AV S TUKW SKS 1165 DIGITAL ESCROW LLC TRANSACTION UST: Type Method doc: Receipt Payment ACCOUNT ITEM LIST: Description 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PEACHTREE DEVELOPMENT Check 3268, SEWER ASSESS - ALLENTOWN Description RECEIPT Account Code 402/379.004 Permit Number: Status: Applied Date: Issue Date: D01 -289 ISSUED 09/06/2001 02/19/2002 Payment Amount: 8,733.60 Payment Date: 05/16/2003 11:55 AM Balance: $0.00 Amount 8,733.60 Current Pmts 8,733.60 Total: 8,733.60 8730 05/16 9712 TOTAL 8782.90 Printed: 05 -16 -2003 • Parcel No.: 0179001046 Permit Number: D01-289 Address: 12227 47 AV S TUKW Status: ISSUED Suite No: Applied Date: 09/06/2001 Applicant: PEACHTREE DEVELOPMENT Issue Date: 02/19/2002 Receipt No.: R020001258 • ' Initials: SKS User ID: 1165 Payee: CHRISTOPHER BROOKS TRANSACTION LIST: Payment Cash ACCOUNT ITEM LIST: City of Tukwila Current Pmts 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 Amount BUILDING INVESTIGATION Type Method Description Description Account Code doc: Receipt Printed: 08-28-2002 1000WWW4mmormsmommwmp-- RECEIPT Payment Amount: 47.00 Payment Date: 08/28/2002 12:44 PM Balance: $8,733.60 47.00 000/322.800 47.00 Total: 47.00 •0/30 97i6 TOTAL 94.'00 TRANSACTION LIST: doc: Receipt ACCOUNT ITEM LIST: Current Pmts Payee: CHRISTOPHER BROOKS Amount BUILDING INVESTIGATION City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0179001046 Permit Number: DO1 -289 Address: 12227 47 AV S TUKW Status: ISSUED Suite No: Applied Date: 09/06/2001 Applicant: PEACHTREE DEVELOPMENT Issue Date: 02/19/2002 Receipt No.: 8020001244 Payment Amount: 47.00 Initials: KAS Payment Date: 08/26/2002 11:43 AM User ID: 1684 Balance: $8,733.60 Type Method Description Payment Cash 47.00 Description Account Code 000/322.800 47.00 Total: 47.00 cy,)72 3a/26 ri7'1 0 TOTAL AL.. 4 % Printed: 08 -26 -2002 Receipt No.: R020000239 Initials: LAW User ID: 1630 Payee: TRANSACTION LIST: ACCOUNT ITEM LIST: doc: Receipt ew) City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0179001046 Address: 12227 47 AV S TUKW Suite No: Applicant: PEACHTREE DEVELOPMENT Payment Check 57801803 Payment Cash Current Pmts Amount BUILDING - RES FLOOD ZONE CONTROL INSP FEE - SME /SSS INSP FEE - STORM DRAIN INSP FEE - UTILITY PLAN CHECK - UTILITY PLAN CHECK - WATER METER STATE BUILDING SURCHARGE WATER ASSESS - ALLENTOWN WATER CONNECTION WATER INSPECTION FEE WATER INSTALLATION (DEP) WATER TURN -ON FEE RECEIPT Type Method Description 000/322.100 000/322.400 402/342.400 412/342.400 000/342.400 000/345.830 000/345.830 000/386.904 401.388.104 401/388.102 401/342.400 401/386.520 401/343.405 Permit Number: D01 -289 Status: APPROVED Applied Date: 09/06/2001 Issue Date: Payment Amount: 6,112.21 5,676.86 435.35 Description Account Code Payment Date: 02/19/2002 03:50 PM Balance: $0.00 941.11 50.00 20.00 15.00 30.00 30.00 10.00 4.50 4,761.60 60.00 15.00 150.00 25.00 Total: 6,112.21 4050 02/21 971.6 TOTAL 18435.35 Printed: 02 -19 -2002 r fY Z q JY� s t U f 0 t " 1' J W i . i. : co IL } .may.. . cFeSM• . *• . }>F. - py �T'...... ,1 K' te r. d t t d ' ' �' +� ^' ��' t r" y 'r } t • } r .. t N � �v`^[ 7 c?}} 3 i;•i4 k '� '.' •} � g J LL Z d 1 I r 1 - W, Z x: ,_; ,Z 0- 0 s • �k � tk �t it �k;'�• �1• � •k �t � d .* �k � �k. �' �5 � :±F'�r fit• �4 k`;t• * •A ,t�yk oi.k �C �l �k � �i• �t �k d''h iM �4' �4, �4',�r plc � ih �: de :.k +F �• a �• �I � it �k �r �t . 1— Vs *sk*. *4. * # *A*** AA 1 . A; *sk,.* *.slAr *` *'& *' * ** *.A *. ii* ** 4 s1s *, A's40* * •k *=' *;4 i<414 s4 i AL 1— i At4S i ' � N iunbe,r: 010:[,;167 (mou ri• u'. 827..9 +. 09 /0 � .: Z x!(11' 14 1 � yme,r t Method a CHECK. it/01:411;1°n: . -TOMI MOREL.LI Tri'i t: KA;� j' '0 v e rn�it Poo DO1 289 Type°` DE:VPERM: DEVELC!FMEi41 PERMIT .. Z t1,r;ce1 No ,017900- € Add,rless: ''./2:27.. 4 8 'fobell " Fc4tn : :' .24106.19 ;.tyment ' Tcrta ALL. .prt*s�.. ,- 827494 Rat en;:`e 1, 27i3.,?5 A**• * ' •sk 4 iZk *skY�f** *ok: **•7 ,ti.*A* * 1* r4 4A.* 4% �rA A4A * A** 4 •ok ***A 44 sl*A7k *'* *AA:. Acc60.it Cde ;I)a e:i•iptt•oh;. Amount `00!8:4 ..8 30 'PLAN':; CMECK : -,.. 1,ES, 127.94 : • COMMENTS: Type of Inspection: W M p A l'7,2%2 dress: � .? ( A - 7 4' Vr Date Called: ' (3 S 4Z9 a.m. p.m. Special Instructions: � 1-6t Date Wanted: i13D/CI) Requester: Zoe- � -1 i 2.,cA7oe slik Phone No: 1 J u J 1 _ n 3 a 01 , c&A 1 (» v-<s p6S - i-X cow I lior w•c , • , O)f -fit— Se J Ct 9 j t tfp . i P ect: t TA Type of Inspection: W M p A l'7,2%2 dress: � .? ( A - 7 4' Vr Date Called: ' (3 S 4Z9 a.m. p.m. Special Instructions: � 1-6t Date Wanted: i13D/CI) Requester: Zoe- � -1 i 2.,cA7oe slik Phone No: 1 J u J 1 _ n INSPECTION V ILA. (i��.il�..:LL�YC3iL�9 {�Aiw...{ �v�ttf }inY� INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 1 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. 4 ) 5 31 l�� 1 Corrections required prior to approval. Inspector: Date: k( $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 1 Z` • 6 JU UO o W w o.. J Q Z � Z I- • U CI I— WW U: O � W Z' U � - Z COMMENTS: Type of Inspection: S e J 5 A dress: L 1 �-J (A wK,S t � (v7 I .c.Gw cA c dr,t,, kt? 1 .0"4 p 6 ‘_c_ Date Wanted: I y I c CS1�lJb\4i_r -} J (" _. c� t�.._ .,r._LE 5 , 1 � � 1 L - \ Z7" '� i l v'I,,c3ca. S Tb S ;X C 4 4 14D f2 W LI " N c- , t,,o. k T' 15 ° Wes. '0 tkAz 1° 0t Pr 'ect�: , � A Q �/ Type of Inspection: S e J 5 A dress: L 1 �-J (A wK,S Date Called: 1 /x / Special Instructions: 64A 6, `a4-e Date Wanted: I y I a.m. p.m. Requester_ a Phone No: ��6• p;. xak5��; 3. te:; tc° 6, �6i':?.:' y:;"': �4 ;�vBat<.: +i:Cfir#�;islf�inN'. ?r.�S.�.A;rr'Si "r: INSPECTION RECORD Retain a copy with permit Do — 2-6 e 1 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. J Corrections required prior to approval. Inspector: Date: L(1,1(j1) Li $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z Z W . QQ ` 2 W 0 r � W ' -1- N O` W u_ Q „ Z � I— O W U O D . 0 1- W W `. U ; W I-- • Z U =' 0 I z Project: Pe ach-� rep T ype of Inspection : - french "dram Address: 1 2227 1 47 +h Ave S Date called: 5--7- 0z Special instructions: Date wanted: . p © , Z O MO .m. Requester: Gf'lr Phone: 33 5 " 24 1 Lit r i :):, , t"ufwa, 1:W4U U�r��2;x+rty.w ..... r • r43.5t INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300; S outhcenter Blvd, #100, Tukwila, WA 98188 Doi -2 F/ PERMIT NO. (206)431 -3670 Approved per applicable codes. Q Corrections required prior to approval. CQMMENTS: (.IA1 I irtAdi`t'el, t c/ {- 4 L,. < 7 . 1 1 Inspector: . Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: • P '`Y ,G�.CJ� t".6.-e.— Type of Inspection: C— L -A .2 t---1,1‘ to Address: ' �1 Ali 'ia irate Called: J � — Special Instructions: 2_:71 . Av Slequester: Date Wanted: C, -- l t) a.m. p•m• --� Phone No INSPECTION RECORD Retain a copy with permit 1-28 INSPECTION NO. PER LT N ITY. OF TUKWILA BUILDING DIVISION .6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 1 6)431 -3670 Approved per applicable codes. ' CQections required prior to approval. COMMENTS: ns R- eipt No.: Date: .00 REINSPECTION FEE ; EQUIRED. Prior to inspect on, fee must be d at b300 Southcenter Blvs ., Suite 100. CaII to sche le reinspection. Date: -PAC(fi •ect: P1 (_- Ty e�of Inspection: �.e /� l a- ti ktiaA J .._ A e' qX1 A Ve ' S. Date called b ). S�iec instructions. Date wanted: ( : o : ,' P Req r: pi cr.12 13 ,6t0 2 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (( (( (f .15 )) 351 - Ap roved per applicable codes. n Cb4eaions Tequir ef! prior to approval. COMMENTS: ss so or: 47:00 REINSPECTION at 6300 SouthcenterBly eceipt No: Date: ,0- 02..._ E REQUIRED. Prior to i ispection, fee must be paid Suite 100. Call to Suite 100. Call to sche ule reinspection. Date: it�i'd}��'�a .S:ui. ,.c�d i . .•aru.if::T, fib_ SL i'c.J:` - PERMIT NO. (206)431 -3670 X11' '"44+11Nhit -cc, 1 re Lk 6 U O w I J H'. • LL' W O gQ � I• Z � Z W :D p U 'O N o IOC LU F— F tv O LLI Z Pr ec : // DD V"� � T e of Inspection: (V) - f J/1.00uf `'' ()C�^ A doss^ 1 1 7 Date called: J / Special instructions: Date wanted. /`� 1 ( 6 /t ],) ° V p.m. Request r: P ( h �/ one: '") 3) 3 f 3 . g ( .c,xLYA..xG:,uY`u{a�%..4tti, KK La`bS' ,,Vu• `iS 41'4 IuiY:;S,U`x ",�:'i��:� Po T gtor pproved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ttlf4AsF.L:3':.71 ' . �:tALJYji4:.sdf1,a1F:.IIf. ¢� 4:S 5:,:.Y w:. RMIT NO. (206)431 -3670 Corrections require cfp Ir or ro approval. COMMENTS: ' Insp-c or: iv $47.00 REINSPECTIO FEE REQUIRED. 1 Prior to inspection, fee must be paid at 6300 Southcenter BI d., Suite 100. Call to schedule reinspection. Receipt No: Dat � , a J oy Date: Project: P c j :: ft Type of insPectim hea.ti OA) Addrus: / - A2 z77 7 AI/ So. Date Called: Special Instructions: .. , Date Wanted: 8"-; 7 -Oa a.m. p•m• Requester: fc el1A4/) PKtie 535 32/S INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 DOI PE o. (206)431-3670 roof T COMMENTS: 5 44-7 s ja--eiA /4-7 , I-3 L 1J A, ev 2 t ApprOved per applicable codes. Corrections required prior to approval. ,II ..e."4144. fi gr4 $47.0., REINSPEw ION FEE REQUIRED. Prior to inspection, fee must be .aid at t300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • • - , . • • ;.1.. '01,,j>,;;i4al..1&114:,X,74,101,4140,41A,14,141{4441FrgilaY "4404t.r,Atea ' 'tiO,h11t4tijAttl Ja.■■ • 7 CITY OF TUKWILA BUILDING DIVISION 3*, ' 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ' l / INSPECTION NO. Approved per applicable codes. COMMENTS: 1/ Inspector: INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. (206)431-3670 5 v2 S < 0 S Date: /111 $47.00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • • • . r • ; •• ... • Type Address: /02.207 7 ; 5/7 &-e.) S Date called: Special instructions: 4 , ,,-- , /i z - - ,e---0,-<2.---/ Date wao/ed: 441K- Z -Ov-1 P.m. RequeAerr) , 4d Phone: c•D - S2/5 - 7 CITY OF TUKWILA BUILDING DIVISION 3*, ' 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ' l / INSPECTION NO. Approved per applicable codes. COMMENTS: 1/ Inspector: INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. (206)431-3670 5 v2 S < 0 S Date: /111 $47.00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • • • . r • ; •• ... • , Project:‘,9 ,,,...t . Teee— Type of Ins 'ection: Address: e/7 & J s Date called. er:22-2- ,......-- Special instructions: Date wanted: ov-23 0 a.m. p.m. Requesjer / Phone.. ,w .7 er; ..• I- C t. INSPECTION RECORD Retain a copy with permit 'INSPECTION NO. ' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ,Approved'per applicable codes. K Corrections required to approval. COMMENTS: 5 kp dee/ 4-7-0 Inspect° PERMIT NO. Date:5_2 $47.00 REINSPECTI9 FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 61, . • 14.; , ,„, , ;„ L.',4,14 44: 'N'.C...;.1. 1 41,4; z. 6 D' —s O 0 w W I , w 0, u.. co • I (7 I— EU Z I-0 Z W 2 D 0 ▪ a uj. I 0: LL 7 0: Z Lii ' • Ii O I" Pro t: -k-ec T e of Inspection: (.444 (la ei4C)ri C A d d Date called: 2 ( (VP Special instructions: Date wanted: ti *7 71r: Reque , jj��� �Kt�'l Phon . INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 . Do{rDgq 41dIR (206)431 -3670 PERMIT NO. Approved per applicable codes. WCorrections required prior to approval. COMMENTS: YV� rove r � I to V1 S attar `?- 1V\ t>riT VS4 9.) 1 1Ci (�P r� \r S 4`J01 C PY( r •(‘- s 6rk 1 / �-a 5 I Si Ap \/ aril S o-P. •-PYnh rrci A Date: z..) 9 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .r WEl+.rld.,di �taA..tidnz3;: K : `.x�l•Sul+tti t;•il+.C:e'erie„�Lrw rirex'.Y?,.�.s�& *� ,A1A "4:t.1,,4;vigfi r;40 '0.s44 4s"�It �F :Y.nawr �k1 i ?6rywini+S,l:ir ; ?^ii.'}fi;t'y;,Ei`: -eyu :; z z re W 6 JU 0 0 w =: J i- W J _ : co Z C7 W Z 1.. I— O Z1-- u j O C) W W ' V 5 CD 1- O H- Z INSPECTION RECORD Retain a copy with permit NSPECTION NO I T YOF .TUKWILA BUILDING DIVISION 6 300; S o uthcenter Blvd, #100, Tukwila, WA 98188 Doi -d i PERMIT NO. -Project: c . ' .A0 ress: AV 0 . M1Special instructions: Typ i spayl on: Date called: U 5 -60 Date wanted: 6 Request r: Ft /WaA Ph n& - 71 c- 1670 ) (, (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. 4'7 EINSPECTION EE at 6300 Southcenter Blvd., Receipt. No: EQUIRED. Prior to inspection, fee must be paid uite 100. Call to schedule reinspection. Date: 9'. Prgct: / • rea cfri Type oLlaspectipn: 15td..,Q7 D Special instructions: Special , ReM: ,lei Phone: • INSPECTION RECORD Retain a:copy with permit - - INSPECTION NO CITY pF.TUKWILA BUILDING DIVISION 6300 Southcenter ,Blvd; #100, Tukwila, WA 98188 Approved per applicable codes. 0 Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Priqr to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: PERMIT NO. (206)431-3670 COMMENTS: *. 04,' o1-, Ok' Ihspector .„ . Date: 2 2o—o • - • . vet 5e•vle`,'1"A..i4A1Z,W.V Proje ; Type of Inspection: ..�.- .tLyJ, 77,2cl fvd >!.• -.- , e• Addressc7 :' 4'22; �' 7 4V S Date cal („7.,-- -41.2- Special instructions: Date wanted: • e" Ocrt a.m, p.m. Requesst r: • Phone:— - c. 4.6 °:68'..' -, X INSPECTION NO. CITY OF TUKWILA BUILDIf G :DIVISION 6300 SouthcenterBlvd, #100,.Tukwila, WA 98188 141 Approved per applicable codes. INSPECTION RECORD Retain a'te opywith permit :t / PERMIT NO.� (206)431 -3670 Corrections required prior to approval. COMMENTS: ' e r; w r Fotdvl ck' ov‘ L)0. 11 5 Inspector: �; R,cm Date: n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: - .,�.'- 4t it ySY.-g1 • r. i 1nC "F�.J:ftLtw'!`- r»isSi :v} 39= .a ;vl +0, tau Z Z re 6 W U O co o' (I) Ill w =; J H U) u. wO u. a . I- Z F- F.O Z 1—• N ' O I- W W . H U LL O ; Z .. W ■ ` 1 Pro c cm ...Tftte. Type of Inspection:Ai:1 ..5 ,4 a lAillgt+,_ /44,dailk.-.Vt Date called: Wess ... A /2. 42: AA6'5' Special instructions: , Date wanted: -/ / Requester: Phone: „..w.,.... INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: ce•••• s crp• : , • k_y'\ 65 Pce-(GV 1 PERMIT NO . . -.(2C06)431:3670 . ,C1) N Sa,k (i(7 cji4. S Irs CtA Date: • . 3 oz 4 .00 REINSPECTION FEE 91QUIRED. Prior inspection, fee must be paid 6300 Southcenter Blvd.,‘Stlite 100. Call to sc edule reinspection. Receipt No: Date: Approved per applicable codes JKCorrectIons required prior to approval: ,„ VA:oPt .1`1$1441+ai"' 4,114,1i441.' 'Ir',44W.skrata k 'AV igtioxo.„■4 z re 2 -J 0 0 0 t ° U) , -J W O g 5 IL< 0 ,3 11 Z 0 Z UJ uj 0 0 I- W u l I 0 I- LL. r W Z 1-: 0 Projec / Type Ins ection: ., Address: /0 €249..7 7 4 / 7 a-0 S Date called: •.. /F Special instructions: Date wanted: -v?c .' — 0 a.m. p.m. Requester: .� Phone: ' INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. corrections required prior to approval. COMMENTS: \q r A v'vr't C Hn avai Inspector _,u9J? '" Date: S 7 X — 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. .. Receipt No: Date: INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 :s4)a';7t'L:'11• '.d4�XY:`' > " "E ;Rit�j 14 Project: Type f sppe tiion: Address: ii, Date cal ed: Special instructions: Date wanted: " ' a.rr� p.m: Requester: Ph INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188: Approved per applicable codes. Corrections required prior to approval. COMMENTS. *OiIn .Ui %r%(...5 =: \\A (..D-Pr V■(i . '. 1;. t r . or er i� • 1 Co \v \ \f o' c. 10,1f) 1O ice; v' w\ c, Ov' .">a r. a pp i- nv{ ( Inc Inspector: B (j {" Date:. El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.. Receipt No: Date: • f' � •�. ..y„- ,t -,_,�• N i' �qt ,. � � ,.; k�,3!;y. pr.4. n' <'.. r 4.k� � ;`i'Irr•if 1•`rl NA: Proje . Type o IInspe Address: /2a 7 '/7 5 'Date called: „.-5 6 __ Special instructions:, • Date wanted: Q � '" / - o Z a.m. p.m. Reques er: II Phone: tt INSPECTION NO: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. o1 (206)431 -3670 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: l ames (\ trv. ,`\ n � �a� r l� Y1 `�' Gt V ti Inspector: Date: S t `O El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: { : fteNei.' tl #t ^lr,41/1 .;:t. ^S MEkvxt l'.�w(+`�.ew;.l:J�t.1 :l tc ai01.1; ; o4` 11414+tl4i.A.t:tYt'ai'aiSia City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0179001046 Address: 12227 47 AV S TUKW Suite No: Tenant: PEACHTREE DEVELOPMENT Item: 00200 FOUNDATION WALLS 02/27/2002 By: BR Action: AP Comments: APPROVED / #3 PERIMETER FOUNDATION WALLS Item: 00300 CONCRETE SLAB /SLAB INSULATION 03/01/2002 By: JD Action: NR Comments: CORRECTIONS /NOT READY / #4 1. NO PERMIT ON SITE 2. NO SLAB INSULATION ON SITE NOT READY 03/20/2002 By: BR Action: CO Comments: CORRECTION / #5 PLANS AND PERMITS NOT AVAILABLE. 03/21/2002 By: BR Action: AP Comments: APPROVED / #6 SLAB INSULATION - APPROVED PERMIT INSPECTIONS NOTE: BEFORE POURING CONCRETE SLAB THE FOLLOWING ITEMS NEED TO BE INSPECTED A. INTERIOR FOOTINGS WITH REBAR B. 6 MIL VAPOR BARRIER C. 6X6 #10 WIRE MESH DETAILS ON PAGE 2 OF APPROVED PLANS 05/16/2002 By: BR Action: CO Comments: CORRECTION / #7 PLANS AND PERMIT NOT AVAILABLE 05/24/2002 By: DL Action: AP Comments: APPROVED / #8 INTERIOR FOOTING AND SLAB OK TO POUR. doc: Conditions D01 -289 Permit Number: D01 -289 q i ii Status: ISSUED F.. Z Applied Date: 09/06/2001 • :re I Issue Date: 02/19/2002 J UO co p . Item: 00100 FOUNDATION FOOTINGS W = 02/19/2002 By: BR Action: CO Comments: }" CORRECTION / #1 W O ; 1. APPROVED PLANS AND PERMIT MUST BE ON JOBSITE FOR INSPECTOR'S USE. Q 2. PLACE STRINGS ALONG PROPERTY LINES TO VERIFY u. SETBACKS OF FRONT, REAR AND SIDE YARDS. = d 02/20/2002 By: BR Action: AP Comments: F- W . APPROVED / #2 PERIMETER FOUNDATION FOOTINGS Z O 02/27/2002 By: BR Action: AP Comments: ILI W APPROVED / #3 PERIMETER FOUNDATIONS U � `. • I-- w • liJ. 1— -, ` 0 . U —.. O Printed: 08 -02 -2002 . , Y; ■t.%. >P ;. u ., iw r,S.�'LSa.,tx:,i: i r hirl(hit tS,w4+'.�n ^iar Item: 00400 SHEAR WALL NAILING Item: 00500 ROOF SHEATHING NAILING Item: 00700 FRAMING Item: 00750 ROOF /CEILING INSULATION Item: 00801 WALL INSULATION Item: 01000 INTERIOR WALLBOARD FASTENING Item: 05000 CURB CUT /ACCESS /SIDEWALK Item: 05030 FLOOD ZONE CONTROL Item: 05070 SANITARY SIDE SEWER Item: 05090 STORM DRAINAGE Item: 05100 STREET USE Item: 05130 WATER METER PERMANENT Item: 01600 FINAL - PUBLIC WORKS Item: 01700 FINAL - BUILDING I hereby certify that I have read these conditions and governing this work will be complied with, whether The granting of this permit does not presume to give regulating construction or the performance of work. Signature: C%(j Print Name: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 • D01 -289 will comply with them as outlined. All provisions of law and specified herein or not. authority to violate or cancel the provision of any other work Date: 2 r ordinances or local laws Printed: 08 -02 -2002 Materials: (All New) PVC — Min. schedule 35. Concrete — Where soil conditions permit and slopes` are Tess than 15%. Ductile iron(polyethylene encased) — peat or potential corrosion areas. Ductile or Cast Iron — justified due to scouring velocities or soil problems. Coven 12 Min Cover required over all pipe. Slope: Min. 2X Max. 20X without anchors •Mchor for >20X Plugged Clean Out (Total 90' requires Clean Out) Long Sweep Plugged Bend Clean Out / (Wye) em u. 4' Sewer Pipe Clean Out 6' Plug (Remove or Fill Existing Septic Tank) INSPECTION TEE AT CITY R/W UNE 6 X 6 X 4 WYE 6' SEVER PIPE PROPERTY LINE 10' Min. STREET Solt Plpe Adapter Show Address on 1 Plan. 523 BIRCH ST. Test Tee & Clean Out Detail IZMWZMURZVZ 18 18" Min. Cover unl extended to Grade. 8' or LARGER MAIN SEVER DATE: 11/22/96 SANITARY SIDE SEWER 4' r City of Tukwila MID mia • : 4, 1, . +a1.4,a;3:e41"ai.:1,:...4 ,.� �. !.ilG §rs4^ik Z 1 w 6 5, UO . t fn s: CO L1J J =' CO IL wO LL. Nom = CI I- lL Z f O Z LU 0 O N . LL ▪ - 6 O .Z = O 1— Z NOV 01 '01 12: 17PM TUKW.'- DCD /PW PERMIT NO. DATE: PROJECT NAME: e vee A rope. ,�. WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE. Mechanical ventilation criteria using prescriptive methods for Group R Occupancies four stories and less. (Group R Occupancies: Hotels, apartment houses, congregate residences, dwellings and lodging houses,) Each dwelling unit or guest room shall be equipped with source specific and whole house ventilation systems. Source specific exhaust fans are required In the following locations: bathrooms, laundries and kitchens, Minimum fan flow rating = 50 cfm @ 0.25 inches water gauge for bathrooms and laundries, and 100 cfm 0.25 inches water gauge for kitchen exhaust fans. ❑ Locate exhaust fans on plan(s) and note fan flow performance rating for each fan. o Exhaust ducts shall be equipped with back -draft dampers. Note this requirement on plans, o All exhaust ducts located in unconditioned spaces shall be insulated to a minimum of R -4. Note this requirement on plans, Whole house ventilation shall be provided by a system that meets the requirements of either: V.I,A,Q. Section s Section 303,4,2 Section 303.4.3 Section 303.4.4 Indicate on plans a proposed system to be used. • (Refer to attached code sections, select one, and list here: ?-b3 . /. ( CORREC ION LTR# P.2 RECEIVED CITY OF TUKWILA NOV 0 9 2001 PERMIT CENITJ "l b Ok%.2.89 k"V" 4. lVr.34 Lti.AV . `,Sx7A4EAt rY J�Fi. iKelx�1'.;:. r7 �e� :1F4t�ti1' fi t +*. i 1Y. 40d; 5r .}+:.� ' 1t1'. 4 „ 1i3+: %.S NOV 01 '01 12 :17PM TUKW?' - \ DCD /PW 303.4 Prescriptive Whole House Ventilation System: Whole house ventilation shall be provided by a system that meets the requirements of either Section 303.4.1, 303.4.2, 303.4.3, or 303.4.4. A system which meets all of the requirements of one of these Sections shall be deemed to satisfy the requirements for a whole house ventilation tystetn. 303 Iotermittent,W role louse Ventilation Using Palettst Fear; This Section establishes minimum prescriptive requirements for intermittent whole house ventilation systems using exhaust fans. A system which meets all the requiremenu of this Section shall be deemed to satisfy the requirements for a whole house ventilation system. 303.4.1.1 Whole House Ventilation Fans: Exhaust fans providing whole house ventilation shall have a flow rating at 0.25 inches water gauge as specified in Table 3 - 2. Manufacturers' fan flow ratings shall be determined according to HVI 916 (April 1995) or AMCA 210. 303.4.1.2 Fan Noise: Whole house fans located 4 feet or less from the interior grille shall have a sons rating of 1.5 or less measured at 0.1 inches water gauge. Manufacturer's noise ratings shall be determined as per HVI 915 (October 1995), Remotely mounted fans shall be acoustically isolated from the structural elements of the building and from attached duct work using insulated flexible duct or other approved material, 303.4.1.3 Fan Controls: The whole house ventilation fan shall be controlled by a 24 -hour clock timer with the capability of continuous operation, manual and automatic control. The 24 -hour timer shall be readily accessible, The 24 -hour timer shall be capable of operating the whole house ventilation fan without energizing other energy- consuming appliances, At the time of final inspection, the automatic control timer shall be set to operate the whole house fan for It least 8 hours a day. A label shall be affixed to the control that reads "Whole House Ventilation (see operating instructions)," 303.4.1.4 Exhaust Ducts: All exhaust ducts shall terminate outside the building. Exhaust ducts shall be equipped with back -draft dampers. All exhaust ducts in unconditioned spaces shall be insulated to a minimum of R-4. Effective 7/01/01 P.3 Washington State Ventilation And Indoor Air Quality Code 303,4.1.5 Outdoor Air Inlets: Outdoor air shall be distributed to each habitable room by individual outdoor air inlets. Where outdoor air supplies are separated from exhaust points by doors, provisions shall be made to ensure air flow by installation of distribution ducts, undercutting doors. installation of grilles, transoms, or similar means where permitted by the Uniform Building Code. Doors shall be undercut to a minimum of 1/2- inch above the surface of the finish floor covering. Individual room outdoor air inlets shall: a, Have controllable and secure openings; b. Be sleeved or otherwise designed so as not to compromise the thermal properties of the wall or window in which they are placed; c. Provide not less than 4 square inches of net free area of opening for each habitable specs, Any inlet or combination of inlets which provide 10 cfm at 10 Pascals as determined by the Home Ventilating Institute Air Flow Test Standard (HVI 901 [November 1996) ) are deemed equivalent to 4 square inches net free area. Inlets shall be screened or otherwise protected from entry by leaves or other material, Outdoor air inlets shall be . located so as not to take air from the following areas: a. Closer than 10 feet from an appliance vent outlet. unless such vent outlet is 3 feet above the outdoor air inlet. b. Where it will pick up objectionable odors, fumes or flammable .vapors. c. A hazardous or unsanitary location. d. • A room or space having any fuel - burning appliances therein. e, Closer than 10 feet from a vent opening of a plumbing drainage system unless the vent opening is at least 3 feet above the air inlet. f. Attic, crawl spaces, or garages. EXCEPTION: Exhaust only ventilation systems do not require outdoor air inlets it the home has a ducted forced air henttng system that communicates with all habitable rooms and the interior doors are undercut to a minimum of �h- inch above the surface of the finish floor covering, CORRECTION RECEIVED CITY OF TUKWILA NOV 0 9 2001 PERMIT CENTER 1 stKN$ rniE:'rivu:1- Y ti r'�.u`i�Yl- :kitnti3:R• ^ . � ;:idii� `rs'.+'i�f r�it% zauaifi2��i3�k '$sXr2r`�Yi7Gfd.''a Floor Area, ft2 Minimum Flex Diameter Maximum Length Feet Minimum Smooth Diameter Bedrooms Maximum Elbows' 50 4 inch 2 or lea 3 4 5 6 7 90 8/ 100 Min, Max. Min, Max. Min, Max. Min. Max. Min. Max. M Max. u. Min. Max. <500 50 75 65 98 80 120 95 143 110 165 125 188 140 210 501 -1000 55 83 70 105 85 128 100 150 115 173 130 195 145 218 1001 -1500 60 90 75 113 90 135 105 158 120 180 135 203 150 225 1501 -2000 65 98 80 120 95 143 110 165 125 188 140 210 155 233 200I.2500 70 105 85 128 100 150 115 173 130 195 145 218 160 240 2501-3000 75 113 90 135 105 158 120 180 135 203 150 225 165 248 3001 -3500 80 120 95 143 110 165 125 188 140 210 155 233 170 255 3501 -4000 85 128 100 150 (11T717 130 195 145 218 160 240 175 263 4001 -5000 95 143 110 165 125 188 140 210 155 233 170 255 185 278 5001-6000 105 158 120 180 135 203 150 225 165 248 180 270 195 293 6001 -7000 115 173 130 195 145 218 160 240 175 263 190 285 205 308 7001 -8000 125 188 140 210 155 233 170 255 185 278 200 300 215 323 8001 -9000 135 203 150 225 165 248 180 270 195 293 210 315 225 338 >9000 145 218 160 240 175 263 190 285 205 308 220 330 235 353 Fan Tested CFM 0.25'' W.G. Minimum Flex Diameter Maximum Length Feet Minimum Smooth Diameter Maximum Length Feet Maximum Elbows' 50 4 inch 25 4 inch ' 70 3 50 5 inch 90 5 inch 100 3 50 6 inch No Limit 6 inch No Limit 3 BO 4 inch' NA 4 inch 20 3 80 S inch 15 5 inch 100 3 80 6 inch 90 6 inch No Limit _ 3 100 5 inch' NA 5 inch 50 3 100 6 inch 45 6 inch No Limit 3 125 6 inch 15 6 Inch No Limit 3 125 . 7 inch 70 7 inch No Limit 3 Intermittently operating Bathrooms Kitchens 50 cfm 100 cfm Continuous operation 20 cfm 25 cfm • NOV 01 '01 12 :19PM TUKW DCD /P14 P,7 Washington State Ventilation And Indoor Air Quality Code TABLE 3 -1 MINIMUM SOURCE SPECIFIC VENTILATION CAPACITY REQUIREMENTS TABLE 3 -2 VENTILATION RATES FOR ALL GROUP R OCCUPANCIES FOUR STORIES AND LESS* Minimum and Maximum Ventiladon Rates: Cubic Feet Per Minute (CFM) *For residences that exceed 8 bedrooms, increase the minimum requirement listed for 8 bedrooms by an additional 15 CFM per bedroom, The maximum CFM is equal to 1.5 times the minimum. TABLE 3 -3 PRESCRIPTIVE EXHAUST DUCT SIZING 1. For each additional elbow subtract 10 feet from length. 2, Flex ducts of this diameter are not permitted with fans of this size. Effective 7/01 /01 CORRECTION .( i +: tie`• i�f' A. ei,Y3 XVIsst:.u,;4 • ∎`. , k2iFrkl �,%t �uR WXCAC t .,. . Z% ' i3iYiflrs r�tl,tIVEL� CITY OF TUKrA NOV 0 9 ?nn 1 13 PERMIT CEN I II 1) 01 :act 1 Required Flow (CFM) • Per Table 2.2 Minimum Smooth Duct Diameter Minimum Flexible Duct Diameter Maximum Length' Maximum Number of Elbows 50.80 6" 7" 20' 3 80 - 125 7" _ 8" 20' 3 115.175 8" 10" 20' 3 170 - 240 9" 11" 20' 3 Supply Pan Tested CFM at 0.40" WG Sped Volume from Table 3.2 Minimum Smooth Duct Diameter Minimum Flexible Duct Diameter 50 — 90 CFM 4 inch S inch 90 - 150 CFM 5 inch 6 inch 150 - 250 CFM 6 inch 7 inch 250 - 400 am 7 inch 8 inch NOV 01 ' 01 12: 20PM TUKbJ" -.- DCD /PI.J Effective 7/01/01 TABLE 3.5 PRESCRIPTIVE INTEGRATED FORCED AIR SUPPLY DUCT SIZING 1. For lengths over 20 feet increase duct diameter t inch. 2. For elbows num¢ering more than 3 increase duct diameter 1 inch. TABLE 3.6 PRESCRIPTIVE SUPPLY FAN DUCT SIZING CORRECTION LTR# P.8 Washington State Ventilation And Indoor Air Quality Code RECEIVED CITY OF TUKWILA NOV 0 9 2001 PERMIT CENTER 17 • 1=- Ili OC 2 U 0 co a V) W ti l W 0 tr. Q ,. t Z ' D ` , p l— W W Z I w L 1 [:. O 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER Tu C ily of k wila. 5300 82. COUNTY NAME kln9 83. STATE WA . 84. MAP AND PANEL NUMBER 5,3 03,3C0000 85. SUFFIX 66. FIRM INDEX DATE gh -1 /8R 87. FIRM PANEL EFFECTNEIREVISED DATE 11/8/q 9 88. FLOOD ZONE(S) X . 89. BASE FLOOD ELEVATICN(S) (Zane AO, use depth of flooding) /0. BUILDING OWNER'S NAME TITLE ADDRESS SIGNATURE FEMA Form 81.31, AUG 99 RECEIVED CITY OF TUKWILA NOV 0 9 2001 PERMIT CENTER I MAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION BUILDING STREET ADDRESS (Indud'ng Apt., Unit, Suite, and/a Bldg. •.) OR P,O.,ROUTE AND BOX NO. - . I2-2 ,7 L17 five, s. FILE COPY CITY STATE ZIP CODE Tu.k wily WA RS I78 ) PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Desorption, etc.) I Lof 34 Block 6 of Ailen+ouvvt Addi --(c to fke-Cf -i a 5eaf� -!e j BUILDING USE e.g., Residential, Non-residential, Addition, Accessory, etc. Use Comments section if necessary.) Res ideinfia( LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: l$ GPS (Type): S -f- c. ( ##' • ##.##" or ##.ice) ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in 89. ❑ FIS Profile ❑ FIRM 8 Community Determined ❑ Other (Describe): 811. Indicate the elevation datum used for the BFE in 89: gNGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): 812. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes 0 No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction' ❑ Finished Construction 'A new Elevation Certificate will be required when construction of the building is ccmplete. • ' C2. Building Diagram Number _ (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations -Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, ARIA, AR/AE, AR/A1 -A30, AR/AH, AR/AO Complete Items C3a•i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section 8, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? ❑ Yes ❑ No ❑ a) Top of bottom floor (induding basement or endosure) _ _fi.(m) To co ❑ b) Top of next higher floor _ft.(m) u c) Bottom of lowest horizontal structural member (V zones only) . _ft.(m) o - ❑ d) Attached garage (top of slab) . _ft.(m) E ❑ e) Lowest elevation of machinery and/or equipment w 03 g 2.1 servicing the building . _ft.(m) E ❑ f) Lowest adjacent grade (LAG) . _ft.(m) z m ❑ g) Highest adjacent grade (HAG) . _ft.(m) ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade ❑ i) Total area of all permanent openings (flood vents) in C3h sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER COMPANY NAME CITY DATE SEE REVERSE SIDE FOR CONTINUATION O.M.B. No. 3067 -0077 Expires July 31, 2002 STATE ZIP CODE TELEPHONE or Insurance Canpany Use: Number Carp any NAIC Number REPLACES ALL PREVIOUS EDITIONS z ~ W re g . 6 _ 00 ELI CO W 2 LLQ I Z = I- O W F- W 2 p U O N 0 I- w UJ h- F U. .• z W U = OH z IMPORTANT: In these spaces, copy the corresp g information from Section A. BUILDING STREET ADDRESS (Including Apt, Unit, Suit, and/or 8kig. No.) OR P.O. ROUTE AND BOX NO. CITY Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS For Zone A0 and Zone A (without BFE), complete Items El through E4. if the Elevation Certificate is intended for use as supporting infomiadcn for a LOMA or LOMR -F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or endosure) of the building is ft.(m) _in.(crn) ❑ above or ❑ below (check one) the highest adjacent grade. E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is ft.(m) _in.(cm) above the highest adjacent grade. E4. For Zone A0 only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the communitys floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA .issued or community- issued BFE) or Zone A0 must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVES NAME ADDRESS SIGNATURE COMMENTS The focal official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation • Certificate. Complete the applicable item(s) and sign below. (31. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building Iocetcd in Zone A (without a FEMA- issued or community- issued BFE) or Zone A0. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built Lowest floor (including basement) of the building is: G9. BFE or (in Zone AO) depth of flooding at the building site is: LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS FEMA Form 81 -31, AUG 99 STATE ZIP CODE SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) CITY SECTION G - COMMUNITY INFORMATION (OPTIONAL) DATE TELEPHONE TFTLE TELEPHONE DATE — — h • (m) ft.(m) For Insurance Company Use: Poky Number Company NAIC Number 0 Check here if attachments STATE ZIP CODE 1 ❑ Check here if attachments Datum: Datum: D Check here if attachments REPLACES ALL PREVIOUS EDITIONS TO LOT 35 LOT 35 100.00' S 9' 17' 24" E 10' PRIVATE SIDE SEWER EASEMENT CASE WATER SERVICE LINE TO FIVE (5) FEET ON EITHER SIDE OF SEWER SERVICE LINE AT WATER /SEWER CROSSING. 4" SIDE SEWER LOT 34 6" 45' BEND 6" X 4" REDUCER 4" SIDE SEWER TO LOT 34 ss 6" CLEAN OUT 6" CLEAN —OUT 100.00' 5 9' 17'24E I i Inrlc•rn'nnr' FIn .f the. DH EXHIBIT "A° 6" WYE PRIVATE SIDE SEWER EASEMENT PLAN N.T.S. FILE COPY • ■ R/ 6" X 4" REDUCER 3/4" WATER METER REMOVE STUB � CAP AND INSTALL 6" TEST TEE EXISTING 6" PVC SEWER STUB RECEIVED CITY OF TUKw,! n Nov 0 9 ?not PERMIT City of Tukwila City Clerk' Office 6200 Southcenter Blvd. Tukwila, WA 98188 206- 433 -1800 Document Titles: �a.se rhev(+ A9reevnevt+ Reference Number(s) of related documents Grantor(s) (Last, First, Middle Initial) Grantee(s) (Last, First, Middle Initial) Assessor's Property Tax Parcel /Account Number . Additional Reference #'s on page Additional Reference #'s on page Additional Reference #'s on page Legal Description (abbreviated form: ie., lot, block, plat or section, township, range. quarter /quarter Additional Reference #'s on page Additional Reference #'s on page RECEIVED CITY OF TUKW I. A Nov 0 9 2001 PERMIT CENTER and Easement Agreement This Agreement is entered into as of the day of , 200 , by and between (Grantor), (Grantee). 1. Recitals. 1.1 The Grantor' is the . owner(s) of that certain real property legally described as LOT 34, BLOCK 6 OF THE PLAT OF ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT RECORDED IN VOLUME 12, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON, UNDER KING COUNTY RECORDING NO. 19060309380832, ( "Servient Property"). 1.2 The Grantee is the owner(s) of that certain real property legally described as LOT 35, BLOCK 6 OF THE PLAT OF ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT RECORDED IN VOLUME 12, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON, UNDER KING COUNTY RECORDING NO. 19060309380832. 1.3 This Agreement sets forth the terms and conditions under which the Grantor will grant the Grantee an easement. Grant of Easement. In consideration of the mutual covenants herein contained and for valuable consideration, receipt and sufficiency of which is acknowledged, the parties hereto hereby agree as follows: 2.1 The Grantor(s) grant(s) and convey(s) to the Grantee(s), its heirs, representatives, successors and assigns, a non - exclusive easement in, over, across and under the easterly ten (10) feet of the Servient Property as shown on Exhibit "A" attached hereto and incorporated herein by this reference ( "Easement ") for the purpose of maintaining the private sanitary side -sewer line and associated appurtenances; together with the right of ingress, egress for access to construct, repair and maintain the same; and together with the right to keep the line free of obstructions that may interfere with the proper operation and maintenance of the same. 2.2 Grantor and Grantee, and any successors in interest to Grantor and Grantee, including without limitation heirs, successors and assigns, shall equally and jointly share responsibility for all costs of installation, repair, maintenance, and upkeep of the private sanitary side -sewer lines and appurtenances within the Easement area and of that portion of the Servient Property which they affect. 2.3 Grantee, its heirs, successors and assigns, hereby covenant to: 2.3.1 keep the Grantor's premises free of any liens related to the Grantee's use of the Easement; 2.3.2 indemnify and hold harmless Grantor and Grantor's property from all expenses, damages, losses or claims thereof arising out of or in any way connected to the Grantee's use of the Easement; 2.3.3 keep any part of the Servient Property affected by Grantee's use of the Easement in good condition and 2.3.4 not to remove or demolish the Servient Property or any part thereof; 2.3.5 complete and restore properly and in good and workmanlike manner any part of the Servient Property, which may be damaged or destroyed by means of Grantee's use of this Easement; 2.3.6 comply with and not suffer violations of all laws; ordinances; regulations; and standards; 2.3.7 not commit or permit waste of the Servient Property. ceW QQ � Wes. UO N 0 : W W' • u. WO • <. N � = CI Z � I— O' Z U �. N O — O F- W W LL — 0- llt O I Z 3. Purpose of Easement. The Grantee shall be entitled to use the Easement for access to construct, repair and maintain the sanitary side -sewer line that services the Grantee's property and passes under and across the Servient Property by way of the Easement. 4. General Provisions. 4.1 Binding Effect. This Agreement shall be binding upon and inure to the benefit of the parties and their successors, heirs, assigns, and personal representatives and all persons claiming by , thrcugh or under the parties hereto. The.Easement created be appurtenant, shall touch and concern the real Servient Property described herein, and shall run with the land. 4.2 Applicable Law. This Agreement shall be governed by and construed in accordance with the laws of the State of Washington. Jurisdiction over and venue of any suit arising out of or related to this Agreement shall be exclusively in the state and federal courts of King County, Washington. 4.3 Attorneys' Fees. In the event that any suit or other proceeding is instituted by either party to this Agreement arising out of or pertaining to this Agreement or the relationship of the parties, including but not limited to the filing of a lawsuit, a request for an arbitration, mediation, or other alternative dispute resolution process (collectively, "Proceedings "), and any appeals and collateral actions relative to such a suit or Proceeding, the substantially prevailing party as determined by the court or as determined in the Proceeding shall be entitled to recover its reasonable attorneys' fees and all costs and expenses incurred relative to such suit or Proceeding from the non - prevailing party, in addition to such other relief as may be awarded. 4.4 Entire Agreement. This Agreement contains the entire agreement between the parties with respect to this matter. It may not be modified except in writing signed by both parties. 4.5 Waiver. The waiver by a party of a breach of any provision of this Agreement by the other party shall not operate or be construed as a waiver of any subsequent breach by that party. No waiver shall be valid unless in writing and signed by the party against whom enforcement of the waiver is sought. 4.6 Severability. If for any reason any portion of this Agreement shall be held to be invalid or unenforceable, the holding of invalidity or unenforceability of that portion shall not affect any other portion of this Agreement and the remaining portions of this Agreement shall remain in full force and effect. 4.7 Notices. Any notice required or desired to be given under this Agreement shall be deemed given if in writing delivered to the party, or sent by certified mail to the address listed below for that party: Grantor: Grantee: Dated this day of , 20 � GRANTOR: GRANTEE: tY W urn .J U .00 wo W =: W O: u- ]: • N • 1— LiJ' Z . i— O: Z D a W W,= H U; Z '. 111 U ; • STATE OF,WASHINGTON • COUNTY OF KING DATED: STATE OF WASHINGTON COUNTY OF KING I certify that I known or have satisfactory evidence that is the person who appeared before me, and said person acknowledged that signed this instrument and acknowledged it to be a free and voluntary act for the uses and purposes mentioned in the instrument. ) SS ) SS NOTARY PUBLIC in and for the State of Washington, residing at My appointment expires: I certify that I known or have satisfactory evidence that is the person who appeared before me, and said person acknowledged that signed this instrument and acknowledged it to be a gree and voluntary act for the uses and purposes mentioned in the instrument. DATED: NOTARY PUBLIC in and for the State of Washington, residing at My appointment expires: June 3, 2003 Toni Morelli 1728 157th Avenue NE Bellevue, WA 88008 RE: Permit Application No. DD1'289 12227 47th Avenue S bmorPmrmitHmlder In above noted permit has not received a final by the City of Tukwila Building Division. Per the Uniform Building Code and/or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the buftding or work authorized ch 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 Permit Center at (206) 431-3670 to arrange 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 ; 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-time extension up to 180 days. 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 or request and receive an extension prior to July 29, 2003, your permit will become null and void and ariy further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, u�*wuuw�~ Stefani Spencer Permit Technician Xc: Permit File No. DO1'2B9 Bob Buned|cto. Building Official 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 October 22, 2001 Christopher Brooks 1728 — 157th Avenue NE Bellevue, WA 98008 , RE: CORRECTION LETTER #1 Development Permit Application Number DO1 -289 Peachtree Development 12227 — 47th Avenue S • Dear Mr. Brooks: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Division and Public Works Department. At this time, the Fire Department and Planning Division have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. City of Tukwila Department of Community Development Steve Lancaster, Director Brenda Holt Permit Coordinator encl xc: File No. D01 -289 Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431.3670 • Fax: 206 -431 -3665 rt >V.htsfrn *.+n'xt^:.: as��a�r R R�A�vn , 2r6�(�,?.l'ta(Cr.�:sai�:4i � ?Aid' 1 Department of Community Development 6300 Southcenter Blvd., Ste 100 Tukwila, WA 98188 Phone: (206)431 -3670 Fax: (206)431 -3665 ax To: Tom Cleary From: Dave Larson Fax: 206 - 835 -1199 Pages: Phone: Date: October 3, 2002 Re: CC: City of Tukwila ❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle Here are the permits, contractor licenses and a memo from Toni Morelli regarding the three Peachtree projects in Tukwila. Please call me if you have any questions. 206/431 -3670 ,_1 U O W 0i W =: F— .N W 0: -J. u..<" .. < r =; . C p l . W U . W 0 Ni 0 . i . rat) TRANSMISSION RESULT REPORT (OCT 03 '02 10 :01AM) TUKkI.ZA DCD /PW THE FOLLOWING FILE(S) ERASED FILE FILE TYPE OPTION TEL NO. PAGE RESULT 043 MEMORY TX 9 *- 9351199 10/10 OK ERRORS 1) HANG UP OR LINE FAIL 2) BUSY 3) NO ANSWER 4) NO FACSIMILE CONNECTION Department of Community Development 6300 Southovnter i3Ivd., Ste 100 Tukwila, WA 98188 Phone; (206)431 -3670 Fax: (206)431.3665 ax To Tom Cleary From: Dave Larson Pam 206 -838 -1199 Phone: Re: Pages: Date: October 3, 2002 C C: ❑ Urgent I:3 For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle (AUTO) City of Tukwila is PC3 �� 3a .k suS sy SH° tY 2 6 OO I CO p . CO w 9 W • 0 � q -J • Q N D. • W , Z � I— 0 Z F-; W • W; D O Di W w • . I Z • - 0 Z SEP 05 '02.13 58 FR IMPORTS COSTCO 9/5/02 To: Stephania / Bob Benedicto Fr: Toni Morelli Please see the attached letter confirming JL Homes as the new contractor. My office: 425 313 - 8622 My cell: 425 -351 -8599 Thank you, Toni Morelli 425 313 6041 TO 92064313665 P.01/02 I need to have my name as the primary signer for the permits, as I need to act today, rather than tomorrow or Monday (my contactor, JL Homes, cannot come to your office until Monday). I cannot afford to waste another day. I am requesting copies of the permits, permit cards, plans, and everything necessary for the following projects: D01287 D0138„ 05012s9 need to pick those up those copies today and schedule an inspection for Friday for the following: D01287, shear walls & roofing D01288, shear walls & roofing DOI 289, shear walls & roofing *Can someone please call me to confirm that I can come pick up the copies of everything and also schedule the above inspections for tomorrow? prs 2o6 -43h 3 us CITY OF TUKWILA SEP 0 5 2002 PERMIT CENTER SEP 05 '02 13:58 FR I MPT' COSTCO 9/3/02 To: City of Tukwila / Dept. of Labor & Industries Fr: Toni Morelli 425 313 6041 TO 9 P.02/02 Hello Rich, 02 j RE: New construction properties 12223, 12225, & 12227 47th Ave S Tukwila, Wa 98178 As we discussed on the phone, I have fired Peach Tree Development as my contractor for the 3 homes above. Peachtree is no longer my contractor, and I have hired JL Homes as my new contractor. The building permits are in my name, and work must resume immediately! Please lift the stop work order on the above mentioned properties Thank You for your urgent help in this matter. Sincerely, Toni Morelli %AO! .4ele TryroI Ong.- 1= Z fi J U U O ; W= J - w0 1 Cy' I— w _. Z F I— 0 Z H. W 10 — . D I-' w W U 0 : Z' 0 Di Z October 3, 2002 Jodyne Graham JLHomes 14401 SE Petrovitsky Rd, #D205 Renton, WA 98058 Dear Ms. Graham: On September 5, 2002, the City of Tukwila was informed by Toni Morelli that your company is the contractor of record for three homes being built in Tukwila. These three permit numbers are as follows: Sincerely, • City of Tukwila Department of Community Development Steve Lancaster, Director D01 -287 12223 47 Av S D01 -288 1222547 Av S D01 -289 12227 47 Av S In order to keep our records current, we are requesting that you provide us with an updated application form, a copy of your contractor's license, and obtain a reprinted copy of the permit and conditions. I have enclosed three application forms. In addition, two of the above permits (D01 -287 and D01 -288) have un- issued revisions which need to be picked up and signed for. Our office hours are Monday through Friday, 8:30 a.m. — 5:00 p.m. If you have any questions, please contact me at the Permit Center at (206) 431 -3684. gathmo a &cant) Kathryn A. Stetson Permit Technician encl File: Permit File Nos. D01 - 287, D01 288 ;,D01 -2$9:- via Certified Mail 7001 2510 0000 1969 0531 Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206 - 431 -3665 cp SENDER: • 13 co It! cs •... 0 Attach this form to the front of the mailplece, or on the back if space does not 0 permit. • .5 0 Write 'Retum Receipt Requested on the mailplece below the article number. c 0 The R tum Receipt will show to whom the article was delivered and the date Po 3. Articl Addressed to: i 0 delive d. 1.1.. .9. c2. E 0 Complete Items 1 and/or 2 for additional services. Complete Items 3, 4a, and 4b. • 0 Print your name and address on the reverse of this form so that we can retum this card to vou . • 4 o • J ) dyne Graham • 4b. Service Type 0 Registered 0 Certified cc Rd, #D2( 5J Express Mall 0 Insured loCC 0 Return Receipt for Merchandise 0 COD J L Homes 14401 SE Petrovitsky 'Renton WA 98058 )c3 7. Date of Delivery • ... I c.c • 1°)c a o g 5. Received By: (Print Name) 8. Addressee's Address (Only If requested and C ..1C ill IX fee is paid) .c to I-- • 6. Si ture (Ad fie se or Agent) 0 1 • , • Fmni 3871, Decem r 1994 102595-9943-0223 Domestic Return Receipt • I also wish to receive the follow- ing services (for an extra fee): 1. 0 Addressee's Address 2, 0 Restricted Delivery 4a. Article Number 7001 2510 0000 1969 0531 U.S. Postal Service CERTIFIED MAIL RECEIPT (Domestic Mail Only; No Insurance Coverage Provided) OFF1C' $ 2.30 /475 y Postage Certified Fee Return Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Total Postage & Fees Postmark Here Sent To Jodyne Graham Street, Apt. No.; rt or PO BOX No. City, State, ZIP+4 Renton, WA 98058 1 •t10(1. Stn' 101 111`,11l1010111 1 z • z re 0 c.) 0 W 11.1 Ul , 1- u_ w 0 LL 4C ACTIVITY NUMBER: D01 - 289 DATE: 01 -03 -02 PROJECT NAME: PEACHTREE SITE ADDRESS: 12227 47 AVENUE SOUTH _Original Plan Submittal Response to Correction Letter # 2 Revision # After Permit Is Issued Response to Incomplete Letter # DEPARTMENTS: Buil Aw' ! •I kg' Public Works Complete APPROVALS OR CORRECTIONS: (ten days) Approved Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP CORRECTION DETERMINATION: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Comments: TUES /THURS ROUT NG: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: Approved with Conditions Planning Division Permit Coordinator DUE DATE: 01-08-02 Not Applicable DUE DATE 02 -05 -02 r1 DATE: Not Approved (attach comments) ri REVIEWER'S INITIALS: DATE: Approved with Conditions REVIEWER'S INITIALS: DUE DATE Not Approved (attach comments) DATE: PERMIT COORD COPY n�� N . &. 3if , 41:4 l st+'?• I c?• • :Gtis;.Sf > =?i�iF:i -r ;44:4 .14V1diss;i4.::s? f:,6.14^h,:oli. ;��C:ixi+a��Wr.r!. . e ,t��' dk4,„ ACTIVITY NUMBER: D01 -289 DATE: 11 -9 -01 ; PROJECT NAME: PEACHTREE DEVELOPMENT - LOT #34 ITE ADDRESS: 12227 47 AVENUE SOUTH Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 1 _ Revision # After Permit Is Issued DEPARTMENTS: Building Division Fire Prevention 17._-lq �o Public Works . J Structural i►110 2 •► [• DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Planning Division n Permit Coordinator DUE DATE: 11-13-01 Incomplete n Not Applicable No further Review Required DUE DATE 12-11 -01 Approved with Conditions n Not Approved (attach comments) Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: n n DATE: DATE: DUE DATE iii:5u;rJas„ khr :z • w 6 2 ' • U O u) 0. • J w O, • - _ • O w z F Z O, EU IL( U • 'O N • O I` w • w: f-2.. ui z H =: O H z ACTIVITY NUMBER: D01 -289 DATE: 9 -6 -01 PROJECT NAME: Peachtree Development SITE ADDRESS: 12227 47 Av S SUITE # X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: ivision X Fire Prevention q& a-(J,z Pu•Iic Wor s Structural if I f)-re -DI DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete egs PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Incomplete Comments: TUES /THURS ROU ING: Please Route Structural Review Required I I No further Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (4 weeks) Approved n Approved with Conditions REVIEWER'S INITIALS: Owt. p inn 1 CORRECTION DETERMINATION: Approved \PRROUTE,DOC 5/99 Approved with Conditions 1 1k n'D TVA REVIEWER'S INITIALS: Planning Division q-acor Permit Coordinator DUE DATE: 9-1 1-01 Not Applicable DUE DATE 10 -4 -01 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: a,:tu✓:� °urrlYlu:3t,�:.(:cx. ai;,l:Yrtks(a�++3,Ni',- rs.`h'+ a �+r:�.�;;�Y���t;3b +3.J+ ?;tai' desk' k' ai�71t: 3tn `.e;�`6S.'+�4�7`�.�'xiriL ^k'C�� '''w'�1tie ,1 ;g4fA ti `N:,,rw`�TbYltKi Revision submittals must he submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 002. 0 Response to Incomplete Letter # Response to Correction Letter # X ❑ Revision # after Permit is Issued Project Name: Peachtree Project Address: 12223 47 Av S Contact Person:rdk ✓is p6A/ &mks Phone Number: 20(o • 7 6. $ Ng Summary of Revision: e viseed craA411.. epasc Cormtvttr h,o,.l sixib or) Hyde -ln ©✓r Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: in Sierra on City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Plan Check/Permit Number: D01-287, 288 4 2€9 CITY OF T�UKWILA 1 PERMIT CENTER 1 2/20/0 1 aewvsatw,vr+ miner• o+ na+ tai+nmaarrmu nnatpiorAvwwe., , ve novas il(k114 .un+ear±� . 1 Date: OA/ Sheet Number(s): City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite _100 Tukwila, WA 98188 (206)431-3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. ❑ Response to Incomplete Letter # Response to Correction Letter # rl Revision # after Permit is Issued Project Name: Fb?c 617/C C by vG Lapewe e ,131 Project Address: 1211? 1.1 7--A 0 5 • (f 3q Contact Person: 0/1V OTIt ,1J 40 Phone Number: 20(0.?-1S ? g Summary of Revision: p viic CI "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ❑ Entered in Sierra on Plan Check/Permit Number: be)/ - 2 $' StS Cm'�OF rU l/� jam _ LA ` 9 2001 PeRmire 08/30/00 .... i� .;. ...F ..,...r..�.,s.h; .�,k.ixa......1./4 1. :.ot?t;5 is:.i.::tu F,4d.'+t.it ;F!,Y -fist ■• •fiY z. .X>v1'x.K;. ; ;'44.'..,..11 4 Revision submittals must be submitted in person at the Permit Cutter. Revisions will not be accepted through the mail, fax, etc. Date: 11 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued Plan Check /Permit Number: City of Tukwila Department of Community Development - Permit Center 6300 Southccnter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 jM1 .2gcr Project Name: Peiih The e. b&fraopenetehit-- Project Address: 122 2,7-- (.04-4 Ave co • Contact Person:C41441 eV g vDtp . Phone Number:204 . $79 7 Summary of Revision: 13111. P CD 14414101 vi e RECEIVED MTV Owni1(wu NOV -- 9 2001 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ❑ Entered in Sierra on 08/30/00 Re,..dential Sewer Use CertifiL. pion (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.) Z Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council and Is currently $10.50 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 ¥10Vt,L.Lt , II vv1 (Last, First, Middle Initial) Property Tax I.D. Number bi 7-Ul co -° 10 Liu Property Legal Address: Subdivision Name, (Ir',.t.;>c.44 ‘40L.4 Subdiv. # & 'loo Lot# 34 Block # Building Name (If applicable) Property Street Address 122_221- 41- UU /Iv? SG - City, State, Zip 1 q '1j t g/ / b Owner's Mailing Address 17 I5�' 1 ► ti/• � (If different from above) G (,L ,C. �� ( tr t 'ob Owner's Phone Number ( 204. ) 'iS ACCC Property Contact Phone Number Party to be Billed (if different from owner) Party's Mailing Address City or Sewer District 1 t4 KLvt 1.�7 Date of Connection Side Sewer Permit # PO Demolition of pre- existing building? ❑ Yes YNo Type of building demolished? Sewer disconnect date? Residential Customer Equivalent (RCE) Please check appropriate box: 5( Single- family O Duplex (0.8 RCE per unit) ❑ 3 -Plex (0.8 RCE per unit) O 4 -Plex (0.8 RCE per unit) [i 5 or more (0.64 RCE per unit) No. of Units x 0.64 = i 1 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 correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity harge. -S/v 1.0 1.6 2.4 3.2 Signature of Owner /Representative 4i)&j / Date Print Name of Owner /Representative / ° vi t t 101 - C C'1.l 1057 (Rev. 7/00) White — King County Yellow — Local Sewer Agency Pink — Sewer Customer RECEIVED CITY OF TUKWILA at;' 0 b Z001 PERMIT CENTER For King County use: Account # Monthly Rate Six Month Due D01-21M iifid'Jrd S ivC .•ririeY.i:S(�C;k. 4 i�} {;`i* +,'s�:sk3i ilYk`o-'Y+Yi`:9t�4�: '�ilmS�3cf`r�da • 09/04:02 11:57 FAX 2067846021 Kinks,' r Ballard 001 Department of Labor & Industries Contractor Registration Section PO Box 44450 Olympia WA 98504 -4450 P625- 036000 registration verification 22 -98 REGISTRATION VERIFICATION (360) 902 -5226 FAX (360) 902.5228 TEMPORARY 00Y /\ Frtrrn— Registered name r L_.._ e . Regiit;auon mums `"1 Regisrrati expires • fiS.INLEYf2t.g Contractor: Your Certificate of Registration will be sent from the Olympia office and should be received within 2 to 3 weeks. Please keep this record until you receive your Certificate of Registration, Receipt expices —� 6 : — Thank you Cam'OF'r SEP - 4 2002 PERMIT CENTER LICENSE DETAIL INFORMAIjON Form Page 1 of 1 Current Filter: None Registration# or License JLHOM* *981 OC Name J L HOMES Address 14401 SE PETROVITSKY RD #D -205 Address City RENTON State WA Zip 98058 Phone Number 2069897929 Effective Date 9/3/2002 Expiration Date 9/3/2004 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity INDIVIDUAL Specialty Code GENERAL Other Specialties UBI Number 602231257 'VIEW *VIEW CROSS REFERENCE FILE FOR THIS LICENSE* * * 'VIEW *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * 'VIEW *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * * * * *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * * * * VIEW CONTRACTOR INSURANCE INFORMATION * * * https://wws2.wa.gov/Ini/bbip/TF2Form.asp?License=JLHOM**9810C STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUMBER, UBI NUMBER or return to the L &I Construction Compliance Home Page 10/03/2002 • • • • • z - qr of • ° - ar • . • • r• V: Vrchive\CIMAihriti twohundr 11 li 1 -!t .oh+g Non Aug 13 Et b: 01 jai rrl 14 11 1 II! 4 PR figc Pit F t • p, *4S T1] i pi 4t t use ��t �!� i � lagi 1 II li I I ' 1 1 1 r tilollafil Of ill 411 1 Pil CHI 1 1 a gi lg,1 , a 1 0 101 1 it 1 1 1 1 i 11 00 a 1 P 11 1 1 g d P I 3 F IS g th l � 11 4 � i j j 1p I R h% Y g � A 131 � 1 I e pl. 1101:110 11 leigi ! II ri 1 i 111 ei 4 ilee 14i I I I 1 J L y 1 ` 1 ! - It tt,e% 43 0:4 \V C. 1. f t ' � 7G • '.1 1 ;V' d ► . ,� : . • + it . 7 -'4M 11,1401t ; as g � ji i g 1 11 1 �� opi 111 loi !pa gpia it me a ; 1111:111t P 111 iR4.11 @ 1101111 1111111111111 iiiiik681 10mi qt, 41 1 1 � �8 �8 •11114:11 1111 1111191: 311 " I 11 0 11 ..!!!! HI d. 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' , . ' 1 . '. 4 ... k e • • • . • , • ri ' 4 ...... • .. .1., 1.4 4 .. . 4 4• • 1 .it . ..i4' ••• •.` ,. : i: :• ..; ''f •-• ' t . - „,;; . - .• 4 . V , ,'. , , a `.•.-r ,...,‘V''''• • 41 f..... • • ,,I . .. . ? .t. -. ,.... 4 '• 1. • . .. 4.4..-- . 4.....!, • .' •;' • .h) -,•,?... • . , . .44, le • , NIT -4 •''' ii•• , .. .,' : '. ..'.* .t . . N ... , .. - ,. • .." . , .... • ..,„.' I . ri,...4. . 1 *l ' 1 4 . , . .• P•4 : b • , • ; • • 4' PalOgATICN c p.eaiow •10•1•14411. VII 101% • PRAMS* AND POUNDATION ( *4 cater. TOP *4 VERT. • • 141• O. Ziel-ASHINO WOOD TRIM OPTIONAL • 7t, t • **'• • ; ' kir , • • . 4' GOP. (ALM 44. 0 MB OVT *4X24" • 24* 0.4. • DIMENSION A • row . PIM DRAIN (2) *4 OAR 4044IT. 'TOP • • TIGHT DRAIN LINE IF REGAISIED 4' • PERP. . FM DRAM o re AMINO AND FOUNDATION . . . ' f p. • • IP • A • . . SEE PLANS Air ire Ar Alf 4 )( 6N el 4' GONG. • MIL. V VA MUM • IV 04. *. BATT. INSILATION PACS STARS • WALL. 0/ BARRINI 0/ PILL t . s i or e e SIP be • d MIN. t'4O (2) as cow. BOTIVM FDN. r PORCH SLAB - 1 2X4 STUDS AT 16' 0.0. SCALE • I I' a r-O• 2X4 P.T. SILL PLAIT IRV 1/7 ¢ X 10" ANCHOR BOLTS PER SHEAR riALL SCHEDULE (• 46" OZ. ELSENNERE) 4 12" MAX. FIlta0M IMO 7" MIN. 11,4131EDMENT 0/ ORANULAR FILL [ I 4" 6 MIL CONG. SLAB VAPOR BARRIER 0/ • • . 1 . :::. • - . . ( . . ' . 1 ; ! . , . . v- • .- . .. A 4.0 t . II r ep ■ „ I... • e 1.• • *4 VERT. • I 0.C.. (2) *4 cow ear SCALE i I a II-0" ) TYPICAL &ARAGE FM:). 4' 5) FEM./INSULATED SLAB/INT 4- 1• 144 ;.• 494 am *4 • r• • • 'y R-Idl BATT *CUL. • 2X6 STUDS 2X STNS • 16' O.G. 0/ pi-19 own* NOUL. • 2X4 STUDS 2 X 4 P.T. SILL PLATE 14/ l/2• • X 10* ANCMCIR BOLTS PER SHEAR MALL SCHECULE (0 46 0.4. ELSEWHERE) 4 12 MAX. FROM ENDS V' NON. 15111EDNIENT • • 4 • • • • 4 ••••••••••••••••• 1 .1■4`,4.' 4" CONC. SLAB 0/ 6 MIL. VAPOR amount 0/ 4• ORANULAR PILL 04 VERT. • 16' OZ. (2) *4 Gemr. perrrom :" t 44 044., irA SCALE t 1" ea 2' MIN. R-I0 R1610 11.eULATI0N • 4- 4 . • . • . '1/41 • •1 1)4 • 4 • I • - • " J110'1...17( • • . • ft 4 ,• • 4 , 4 4 • , t -';‘• • •• SCALE I 1 U STEM INALL/INSUL. SLAB , • 1. w 4 „ • 1" • 0614-- *. 1 • • 4 44.11110.•••••• ■•••••••..... • 4 • . • - f • .• t Akt . 4 ,'4r . At • 4 , 1 „ ' rwariro.,, •■■ -.....44.1611••••••••••••• 521126TIQUI01111 1. 114111MIN 1,041111111101111 TAM 141111010110101 OYIIIR WWI" 011411101011111. 3. A4.1. POOTINOO TO NAME A NIIMMINT 001.114 OP Ie Num meow •RADIE. S. $ ir POUNDATIOND PER GONDITIOND 4. ALL CONCANCTE P00TINIO111 TO MOT ON . P1164 UNPNVIIMIND EARTH 10114 , 2000 PIP WNW PRIMOURE MEM TO WC! IMPORT MON 1 S. ALJ,, WOOD IN CONTACT MTH CONCRETE OR 1 OR !WOW TO EARTH OR MAIMS! TO BB PRIMPS 1141ATIO. , 6. VERIFY M.J. DI•BESIONS AND PI comma*. 1. PROVO! 1111,4 II1RACIN* 1 INITL ALL PER/4ANENT CONNEIGTIONS ARP STIFFISINS RAVE BON *WALLED. b. PROVIDE MOLE LVL/JOIST OR BLOCK** AT PARTITIONS ABOVE. 4. risome WWI' FOUNDATION VENTS /MTh 1/4" CORROSION PIESISTANT MESH AO PlEdUIRED PER CODE. 10. $ DENOTES MARINO Pow IN 2744 PONY 1 PROVIDE NM. (2) 21(4 STUDS • INDICATTD POINT UNLESS NOTED OTICIIWIISE. 11. CRAM SPACE 1%, A MINIMUM OF 16" B ELOW FLOOR JOIST NC IT BELOW B EAMS OR ORDERS VIITH MIK 6 MIL BLACK VAPOR BARIUM OMR° GOVallt LAPPED 12• AT SE0 N EXITPIDED LP FOUNDATION WALL TO SILL PLATE TYPICAL. 12. ALL BEAMS TO OE *A0 (SEE MEET 1 POR LUMBER STREWTH VALLES). MESS NOTED OTNERWISE. I. M.I. POTS TO Be *4 (4 AT BEAM $LICES) TYPICAL UNLESS NOTED OTHERWISE. TYP • ISOLATED DEAM MINS. 14. U. ISOLATED SPREAD FOOTS TO OE 24x24`x10" THICK PIM4 (2) S4 BARS BOTTOM EACH /NAY. UNLESS NOM OTHERWISE. 15. AT ALL GOMM LOCATIONS PLACE SIND HOLD DOWN SO THAT t 01' HOLDOMN IS Se IN PROM CORNER 'TYPICAL. 16. AT ALL PIINDOW LOCATIONS PLACE STIR HOLD0104 SO THAT tit OP NOUPOPIN 1 V2 OUT mom WOE OP OP54IN6 TYPICAL ALLOW 1 1/7 TO STRAP PROM DOOR MUSH CIMINO 011441C44 IS 2 IT FROM. D0 WOE ON PLANS THIS ALLOYS 1" FOR a rwAre. 17. FOUNDATION ANCHOR DOLTS REQUIRE A MINIMLIM OF 2 PLATE MOM& MG. la06.6.1. FOOTING SCHEDULE SO" 24• DIAMETER X 10' THICK CONCRETE FOOT1N6 VIITH (2) *4 BARS EACH PIAY. SO' DIAMETEllt X 12" THICK, GONG RETE roams kinli (9) *4 BARS EACH WAY. CITY Of T,Ktolik APPR Tit() FEB 1 1 A.,) N.: Li.) fiLD RECENED CITY Of MIKVAL/1 JAN 0 2 2002 PEWIT CENTER CORRECTION • • A‘A 4 `' t ' • • •� i ■ p i II , 3l- : 1141111:1•111112 5 �i�ll�l�11111e!lIt�ii w 1�I�! 'i I = r�i � l 1 -1 •1 1 1MB 11MME1MME111, l i1•1•1•111•1 r r 1• 1 f p oi 1 aL NWI 11-3 NC-Z NZ/1 Z-Iivi Q tn ti 1 1 E 1 1 1 45 1 000e sr a Zf ' UO!! 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MIC 9 IIININNOWNON • VINO 11116114 Tar 9711'110 TW1.111 • "•'1■49N4711i N ma iilViia Aware J110141.114 ULM/ JLONI OCi • •4114VJ• 4 .LiiiN"7 • '4.CLL 'i►1 CN1A •.11L 1iL.iA • •own •#i&L :1•s 71O1"irt i IOW • '9111•Ia1 ai.v°MI ail 'OHM .1lIMO • ••N01 .ft 01. .01 9me (t) • 'ONOi'"1 1001 OL iA IOC (; • (4'104►' "JP1iir1 / arlimA0 VOW 14011X 11 .C1 11,41 MOM ~'1i 410 NOLLiMar •LN V a/ 14114 .O-rt a10 OL Jil M All ill10 11 s 7411/10 •NM I Q,. •01 WPM. tiff MVO 1v tCSN M WWI 1V 9M'CLL/Ii1"Al MONO 1V 1110104If llAiMild M .NI0941411. 301A W 1111111V2114110* MOW (WNW Mal COL CIO wow .a lNOi1'i0a T11/ 1V Mel 1• 1s avtatordv WINS MAP • 1■0,444 .0.1 • SIVW• • 1V014104 WO .• •• 'OWN 9�w1 100''91.111 In 1011 0011/1 JCACI• .1. VMS - •I 'MOM 4 14'0111,14 i,C 111 IMI AL AsMaiL T11► 'a .0 AW a al 1014 11111111LIVO T14 'p 11111•1411. OW SIMI VINAMMIli• weir UMW E w�w 111141112 • 'c WIN SWAM MOM WNW ww r MIMS MAIM WNW MOM 121041sawvNT2006 • ra►t • •011 - • • y'- . /11,111 ONIVV•111 i SL14 Wag -,OI '111411 'NO +i 111!1/ '114N IMO 'Mr Oft *•1111•1$11 •OwSLica do as/Al Whi 111$ MMOVICIoi WNW; 1�1rnr1 • VIC a11=1406 22; 41IIItVN • 201.41 - rM.4 iIVaNG 7iOuI 'x0.9•P91 • �iJ.L • Gg •va 94t7I7O• arios Ol P91 • tG - 7'0 40-111► 411N1V20,g C mo; wee NVlai GilaL,rv1 JOON SO 'OW . $!C 1V GGISI ILL ‘1V,iiil.i I M' diz O 0 21f102106 *AWN . p .O-.1• • 1g► w wma ai00711 'mil •NI7ta0"1siI x11 (J0011 9Ir H vale Cla2VdW w' 100143 MO/ VW* • #1.1140 coal •NI7Irh7"'10 9•L •70 •L•r • .1V111 aia v =MOW 710 •NIIMLVaIG alVV 1 ThM Ol '1'1'dM - 1Y'LLA rV* Js MN • GCILIG 'tip •NIOVale • 2Z19 Wi Meld MI - lsisal' 911M11V14 WU GaLON an • itIVAINalVIC1 11i1NVZIMOH MOW 'Vo .I • ►IPI ONIIIVN "1•1 14011061 TIVIAausxr rrtVIW of IIItrrrw AIM Noow 11dM GI14r10d • 11'dNl 2j`d3H5 ASIOr w111 WO a00M/•'W J' 1 .Dtif NIL •WI MAMA /W 1111110f al 110111 • MON an 4NI1M4 H•val rvta TVAN0ZIVOM • i was 'Whim. ilOri MGM Wild ale OW)vire • 9its MOr' - .01 x 't''M 'MME WOO 0 .O on • wWoO040 •ORISL1Xa 1147 NOLL11'?0r1 tart► ar►u war+ �� • ITOM MOO %, 111111E111 - r - rdM bps b wine) icnvadaed s qevn r �s (< .17;1111111 !IV! v (*rid MX) rV71LG '1VJai�I atersois ONM1 war =VAN ' f �o aav wpm =SUM arm anem va� � acorn w� alOOld 21.9 'ff0 A • Pql (tJ / 'IIMN AMq K .• 110.1 '70 .9 • PO1 /4 7ia111/N PIC •70 •c••► • •NIVO0r10 •N1,104 '" 10 OLN1 wr,llii.Nta • P01 ( ) (OWIV •7''O.9 - POI TAM form N - 1u - r1oW .ci�.w //to 5395fP1101 11WVd ThM W36 / QM& Ol 131 ThM W34S ... 7.7:.r111111111111E1 s nik - 04111VN 174WING (Th'M KIM 111 Amor) 0N1Gf7 IV JleLla GOWN MU 01411IVN wlViiwta 1v1NOrZt7l014 • cri WANG 1w ,i 7Lrrt 'gyp wu� ti - -� ,,,ti�,aw�,,, �� wu c „ mu wan liar sum "11'dM . C•r10d • 17'dM 1:IH31-15 • •1 #.4 1640 JO Si194C01 MY GOO Wahl .WG 1GVTI • Gal'lNCfi1011 4h112a • SMISHaal T1v 0111VN '0.49 .10 a7VAVIG 4111NM71VN •L V aa1/101681 Ol alv"1r 401 MIL ii/1k0 1V1•1 a?T'NLGNI *VW v aI09C TWIG HIPVIIHAVICI •`1I • 9Nt11VN1 watt iniad '70 J. • 91IVN iii1P02 P9 /M tiid• •**.9/ WO •70 •L • OWN PG /M 'Q'M ,,G arx• /1 • • • • • adu .-ronlaa ri x %ma ZIENIUM "WIMP= ARO �1a &LAI. • •Nnivw "TOM 1iVa•IG 211 - rIrw %nrMa 114111 /M li rIVINVr "1'1Q moo aa1A0M1r - NM • I T I O vpwOvOUOPOVOl 0 0,0•0•0•0•000 0 • • -am 1 '7 •9 • GINN P9 •'110 •ic • cow. r , l (nog wiO) .NGK mo« '7'0 IOW IG =NS NO `GUM •o+uti ,io�i 9111.04 aaa 019111M 040411iNuNICI 11LNOZIIION • i.'11V4 Wa71C 1401.4.1 %KU meirod ?O AP • iiT1C.�0!7 PG, •7'0.9 0004 WM= aryrypd willannalt �d �� 9• POI ( ) (aG11NN ' • 9) 41011 1 0111 MOO wlLl /M '1iT14I.41 WIG aas/1061.1 - w111 • 0/011/1 •19 114:1Nali a WO T M4 Wain VOA %LrON NV"1r aia - .1810P 11001J worm .atir).-rd 4o01g NOIl'»S 1110.=-411 i or i s ‘‘'....* ,ro�c�t • "t'1dM 21'd3F�l� 'lb'71dZ r i �r� a � ww�ooriar armor �no'w '1'TdM �aNllOd • T1M a1d3HS °NII4 •Or0 to in Zinciarx -•NI ipm T1V114 ■ailii 0 .9 • POI xL' ,•M4 atLG xc Igor ti •r wOL1011 • •NLL *V0 .9 - PO NNW VO .9 -POI 011,90218 CI N IAA NOW '1"1114 OW •t of 14101' w1117i , DOtA unis Art .0-st► NVNL 41111T1 14L 411M /M 4'1.11►d vior • MON ai l w�MTiN a 11/ IN OZ1110M • 9"t" 111Pri'IS alVOisLAL iLOi wen TIVM NONCOO *o ?O .g • *IN ?1111111 O VOgrld ►� - 1�•� O ONWAMO VO .O • ", 6 0 ..allilillb. , - 16k. •••••°..•••t• din11111111111111.1111111111111ii ■ m il E l= N MINI 01 mi E II11111 II 11111 MEM 01 UM IIII ell I; 111111 lire• l imil Mr SCALE — ••••••••• ,-•••••••••• • , 6.12 • 9 • 4 1/4• • 1%0' O 11 111G01.11 • CIZYATIC21121421=2 I. PROVIDE COurtriuous METAL ounlits TYPICAL. 2. PROVIDE 'ROOF VENTS UB.C. SECTION 15055 TOPICAL. 5. pireovtre diALVAINIZED SHEET METAL I'LASHINI1 AND COMM FLAMINI, AT AU.. IROOP PENEMATIONS INCLAVIN6 empteys. 4. REM TO SECTION 5105 UBZ. FOR comer CONDTRUCTIOk movve reA1THEIt-0111UPPRIO AT ALL wales AND PlIIVONIS. CAW: ALL JOINTS AMP PEPIETIRATIONS IN EXTERICIPt MALL 6. DUCK TO SE SUPPORTED 1SY STEEL LINTELS AMC SHALL NOT SEI*A ON COD IMAM*. FINISHED EXIC193011 some TO SLAM AMY PROM IIIIJILVIN6 AT A SLOPE OP AT LEAST 211 PM A MINIMUM OP 5 PEET. 0. rosr APPROVEP NUMBERS OR ADORESO ON Ti e DIRELLINO. ADMEN* MALL BE PLAINLY VIOISLE AND LOMELI InIk:014 THE STIMET PIRONTIN6 TI' OPILLINO. e•••••••••••••• Iftir • NO' • 1101111111111111 1111111111111111111111111111111111111it 11 1111 11 .11111 1 11 111 1 8 11 M1 11111 1111 111111 111 1 11111 111111 1111 . 11 i X ••••• ri L • BRACKET PETAL SCALE I' • 1‘.0• 1 ••••••••••■•1111.11••••••■••••„„ V** J OW01 ODIN* 2X10 W44 14 6' LOP MINI PLAIZ T.O. Oa FLOOR Jvir FE 9 11 7 ::2 Me • P•Ir 0 CITY 14 PP104 A • • • ••• ;••• • RP 06 2001 PERMIT CENTER •I• • • • • • • • r ' • • "1 • • - 1 0 • • it • 4 ' 4 ' • • - • - .• s ' 4 0141 • 1 42CATION t t4NL M M1Vi�. SKYLIGHTS LAWATION . MT= $ , MIVA AR L It WNW. '110'1 If011 esa m t 4 1190 alum/tb 0 0.00 0.00 0.00 I /2" 140 0.60 0.00 •ICYUIHV TOTAL 0 040 4111.I1ZINb SUMMARY totol WW1 ►rwh.d arya 1111111111.11111 iii122 HE total vo. Mill 1111111111111111MINIIII S of - las - MJO III eve v-wl OMO • 9 EXHAUST VENTILATION SYSTEM source sp cN'Ic •>iaust ventilation TOLE HOUSE EXHAUST VENTILATION S3►TEM Combined us• of source specific fans as indicated abovs. Pons Indtcat d above as being 'WM.' (Y+hole Homo), are to bs connected to an approved 24 hour timer. MEC CHECKLIST TABLE 6-2 ,ELECTRIC RESISTANCE CHAPTER 6 PRESCRIPTIVE Option number Max glazing allowed S Proposed glazing % Max glazing u -voiu• allowed Proposed glazing u -vole• Max. door u-volurs al iorwed Proposed door u -value ream PER ELEVATION 0/ IS LEL DLO& PMOR OR MR P LTRATiONI RAIRRI It 0/ SNEKIN1140 PER RAN P4000 1IMM OPTIONAL k z O) ewe Z. I cow. Tor • 0.55 58"20 mait POIApps Vmm 4' O FERP. P kDNA x,111' OS ach b3a6 cfm - sett 11 4 1.4 . 4 1, j SI' FPN. V4ALL CHAPTVR 5 TRADE-OFF ' 1) insulation' WA Vaulted coiling& WA Plat callings /attks 1.00 Ext•rlor walls WA House /garage cornrnon walls 1000 Floors over unheotod spaces WA Slab perkn•t•r 0..390 Ducts in unheated spans• 2X FLOOR JOT OR T.41.11 Plat FLOWS OTHER FUELS cti 04 can: sot TYPICAL 6ARA6E FN. • .M'. •...r.... �..• • 2X4 611DS • I 0g . R•MJ BATT. ABLATION 114-1 BATT INSIL hTiONI •u PLYWOOD t NV PALM 2X4 PRES UPIE TREATED P LATe MINI 1/2" MME= NORM • 12 1M( rtycois nem cot 7" SHEMO1ALL SGI z 414 VOW. ATIi' i NIL.. BLACK VAPOR SAA1!!e NOT TO SCALE • 2.14$ MIL' X R -50 R -35 R -13 R -I3 R -14 N/A R -a 2X4 PRE SIU! MATED SILL PLATE Mr/ Ii" D 1 E ANCHOR DOLTS AT 4 Ot. l2" MAK mom! PER SNEAI�lM1AL L S L EO OR 1• M IK EMBEDM ONfT SW T4• r'LYNk7iM SLBI'LR ex t. . iue AM PALM. OR T..LI.M PIM PLANE 111,sI GATT.INI1LA O w. TOP i ItIlL 11L CIC t z p MAL PIMP! r IA. PlIW EOL.1M1�►•PIM V • 4 4 b" 0 1,4" e fr SW T40 PLYP1000 ILI M'LOOR .. NM OLD A 40 WILED 11-14 BATT. MSLATION Mit s ram n0. n a 2X4 MOO ATIi' G01440N WIN. MALL& We BAIT. INSULATION PACK STAPLED. 4" CON!'.. SLAB OV 4 MIL. VAMCR O AWR 0/ ORAPILLAR PILL. HOUSE /GARAGE FPN. 1� /�1�►`l�l� /�i VAWININ 2x SOLID CQNTItWUS FOOTING ld 1 o o - o`000 o o„o O O,.O 1 fit 04 VlRT. • lie O.G. 1 '4 COW. sOTT'014 - NOT TO SCALE IMAM AR INLAND 1!►K Per 7i0 G01NIIC7nR KiM • 1114 PONT IqI AR RIM SUILONr I!i/Ilt 1b R IOIIr► IrV1IRPROOr OR MILL IlbT YO OMB ROOF CONSTRUCTION DItI0N 1 T •i C *4 1 0 N64 cam Tor 0 84 ERT.• Y kr oz. z • GEDAJR moms • 9O• RL.T INTERWOVEN • SOLID SHEATHN4b • JOISTS PER PLAN • R-136 BATT OR -IN INSULATION MIN. • GA6 HEAT • w •'y e1UM WALL. BOARD • MUMS WALL CONSTRUCTION • SIDINi Pr Flt CLCVATIOWS • es BUIL.DIN O PAMPER • I/2' GOX PLYWOOD SFEATNNb (OR mum.) • 224 STUDS AT W OZ. • R-1 GATT INSULATION WIN V.D. FACE STAPLED. FLOOR CONSTRUCTION • Pmu*JH FLOOR PL'!t PLANS • 5/4 Tod PLYWOOD WAD AM NAILED • FLOOR JOISTS PER PLAN • R-1 DATT INSULATION MIN. OVER IDEATED AREAS • i11AD CRAM- SP •IOfSTJ • • 6 MIL !BLACK VAPOR BARRE.'R FRAMO4G Ali? FOUNDATION room PER M„t1ATION d Id Lb. ELM PAMIR OR AIR WILTRATION CV SHEATH** FM PLAN MEMBRANE 4• =NCB. BLAB 1 4:0_ ;r • MAIN • � 2X4 MIX • MY O.C.. We GATT. 11411ULATION 1 4nr r PORCH SLAB/FDN. TYP. INTERIOR STAIR *.IM BATT. INSILATION SW T4• PLYfNOOD sterwat EXT. MAID ANiD NAILED. 2X4 P etti 1L' c�4 l�Jt SILL PLATE MV L/2• ANCHOR BOLTS AT 4 P-O' OaG. Pie° I2 MAX. FROM !'li>R OR V' M k O+BEDM#1T • MO.. MACK V.S. 11 1 (2) .4 colfr. BoTTat4 'CAL E r 1• • I%O SW M SHEAR MALL EICIEvuLf 1 1/16• 11142A1141110 P1 SOX SHEAR WALL MEC ANCHOR ShEATHIN& NAILING BOLTS [THICK NCO (IN OG) (IN OG) I2 6e 1(3 bd•1 a/6 "•12 1/2' bd (2) bd • 1 5/8' • 64 ?/I6" R5 IOd • 6 5/6 • 46 1/16 RS (I) 1 IOd • 4 5/D" • 52 9/16' RS (I) I0d • 5 5/8" • 24 1/16" R5 (I) IOd • 2 5/b' • 16 1/16' R5 (2) 104 • 4 5/8' • ib 1/16' RS (2) 10d • 9 1/16' RS (2) 10d • 2 5/6' • 12 .7 /V" • b BOTTOM PLATE (IN OG) Ibd•12 led •6 16d•3 164 • 9 16d•2 164 • 2 2 -16d to 9 2-164 • 2 2 -Ibd • 2 RINM ILK TO TOP PLATE ON OG) (KELP) I6d• 0.10 A95 is 52 rr/12 -6d AD'S • 24 •/I2 - bd 029 A98. 16 w/12 -6d ASS • 12 &12-bd A95 • 41 1 vi/I2 -bd 2-A55 • 15 r4/12-6d 2 -A35 • 12 x112 -bd 2 -A39 • di r4/12 -64 OIL 11 1111.104111 0.94 0.45 0.'0 0.12 040 120 T FOR TOE NAILIN6f OD FOR O P51) I BOARD= RS FOR APA RATED SI' ATfNN6 6, 1 6.1, 6 1, 2 1,2,4 1,2,5,4.5 I, 2, 3, 4,5 1 -5,6 I -5,6 - 5,b MBAR PALL. 140r1 * 3A115V4. 140'1211 (MPLY 10 ALL OH M1t PIALLEO A) FOR RATED S1#,ATHIN0 PANEL'%, SPACE MAILS • 12 IN (909 MMV O,G. ALON1 INTERMEDIATE FRAMING MEMBERS. 9) BLOCK ALL PANEL. ebE'5 YMITN MINIMUM 2x (51 MM) BLOGKINO. G) APPLY NAILING TO ALL STUDS, TOP AND BOTTOM PLATES AM BLOGK.INIb. D) PRAMIN8 TO DE A MAXIMUM OF 24 IN (610 MM) 04. E) FASTENERS SMALL BE DRIVEN FLUSH NMTH SURFACE OF SHEATHIN6. P) PROVIDE SOLID BLOCKINib UNDER THE SHEAR MALLS AT ne DIAPHRA6MS TO AGGOMMODATE TFE BOTTOM PLATE ATTACHMENT. •) OFFSET PANEL JOINTS ON EACH SIDE OF MALL MINIMUM ONE STUD BAY. srtrw. ' .s rialt WMR SLY 1 PM/So IMPOCIPICALLY I) APA RATED ShEAT INi6 EXPI / EXP2 / EXT OR C -G / G-D / STRUCT. I1 PLYWOOD. 2) STRIX.T. 1 APA RATED SWATHING EMP1 / EXT OR 5TRLJr.►T. I PLYWOOD. 3) PROVIDE 3x'3 (`16 MM) AT ADJOIN**. PANEL. EDGES W/ NAILS 5T . 4) PROVire MINIMU• 9x (16 P11.1) BLOCKING OR JOISTS Bb ATH BOTTOM PLATE PITH BOTTOM PLATE NAILS ST 5) WALLS WITH !MATER THAN ado PL.• REQUIRE A MINIMUM OF A 9x SILL PATE TO COMPLY WITH FOOTNOTE 3 OP TADL! 29- 1I-I -I. 6) PRAWN'S TO BE A MAXIMUM OF 16 IN (610 MM) 0.G. FOR SICA R MALLS I AND 2. ?) PROVIDE: NAIUNb AT INTERMEDIATE SUPPORTS THE SAME AS WOE NAL.IN6 IN SHEAR MALLS THAT USE OM ('SHEAR PALLS 1 ND 2). 8) FOR SHEAR WALLS 2, 1, D, ANC► dl, PAM. JOINTS SHALL BE OI'!'S T TO FALL ON DIPFCI teNT PRAMAN* MEMBERS OR FRAMING, SMALL BE 9" NOMINAL OR THICKER, AND NAILS ON EACH SIDE SHALL. BE STAMMERED. +wt w■1...s+ - COMP. B MN/L II A/ R L. 0/ I/2' GDX PLYWOOD OR OINDAR MAXIM 0/ SO LEL !S! LT MTaM'IDVQI 0/ DO SPA , •A1�* 0, 2X *Arms OR 1,I1_ • 24. 0t MEND or ADV. MIL. 1 1/1'• CAA AM11/PAOS VISIVED 21C WitOUN• WIG taws 21.+r0+ (2) 2X_ (26) bd CA WINO WIMP 0111•10 Mb) 16d EA (42) 16d EA lid EA (3b) 16d EA (5) Will MOOD , t1,1, 9.30 SAO 1.65 012 11.60 Sit GIMPS= MUM TIE 1401.1701111 8414•11014 2000 GATALOO OTNEIR LEVELS HOLM TYPE 0516 STUD 1YrE 2X_ (2) G 20 (2) 2X_ (2) Gsib (2)G816 PISTMO me►T3? (2) MST46 (2) MST30 (:t) ZX_ rAgTENER TO STUD (10) 10d 64 EA (18) IOd EA 1• GAP DETAIL KM 'S NUMBER 121 2.01 254 514" • 1520 HOL02191 NOM =:ARIL 1101 111 A) 1111111 I COMMIE GOMM'IlE91VE STRENGTH TO BE 23 KSI (11.2 I4ro). B) Mint TO MIAMPAGTURERS' GATA.O06 rCiR MINIMUM DISTANCE TO PCIMPATION G) l!!.'1'!R TO MANJPAGTURERS' GATAL.Oid3 PoR MINIMUM M11 419ER 3AC+KINb S1ZE. CO MIMI TO MANJFACTURER, GATALO8S PG1R ANCHOR BOLT C T C M E) P0573 AT HOLDOMM6 2X • 4X (34nwiX 4 b _ _ _ 02 OR BETTER bX ( 140MrrnX ) _ _ _ OR OCTi P) TM ANCHOR TYPE HOW/0MS HOW/0M AT OTHER LEVELS SHALL HAVE A PAIR, ONE ABOVE AND ONE MOW, TIED DY A TWRE DCD ItoCA. 6►) USE 9TlCORJ FOR 9THDO, s1NDIOR.J root 3TmOIO, AND STHDMIL root ST1014 MERE 8114 JOISTS ARE INSTALLED. (11) T to *Env FASTENER root STMOS SHALL ee Ibd seams. (1) MINIMUM 3TEMI MALI- TO i►• TIDE FOR $- STORY SWUM.* O• MrOE n011 111111LOM4/E NAVIN* 2 OR MDR! STORES sr*N►11111•1M•ww•11 MIL PLATE AT ROOF/P9.AT • FE 1 ^2 ; L� • cmnu► SEP U13 2001 PUNroeaeR . • .N; • " ` • 9 1 , ! , ~ r 4 s 7 f - • ,� -• + v• •. . � • • • 4 • 1 1 4111.I1ZINb SUMMARY totol WW1 ►rwh.d arya 1111111111.11111 iii122 HE total vo. Mill 1111111111111111MINIIII S of - las - MJO III eve v-wl OMO • 9 EXHAUST VENTILATION SYSTEM source sp cN'Ic •>iaust ventilation TOLE HOUSE EXHAUST VENTILATION S3►TEM Combined us• of source specific fans as indicated abovs. Pons Indtcat d above as being 'WM.' (Y+hole Homo), are to bs connected to an approved 24 hour timer. MEC CHECKLIST TABLE 6-2 ,ELECTRIC RESISTANCE CHAPTER 6 PRESCRIPTIVE Option number Max glazing allowed S Proposed glazing % Max glazing u -voiu• allowed Proposed glazing u -vole• Max. door u-volurs al iorwed Proposed door u -value ream PER ELEVATION 0/ IS LEL DLO& PMOR OR MR P LTRATiONI RAIRRI It 0/ SNEKIN1140 PER RAN P4000 1IMM OPTIONAL k z O) ewe Z. I cow. Tor • 0.55 58"20 mait POIApps Vmm 4' O FERP. P kDNA x,111' OS ach b3a6 cfm - sett 11 4 1.4 . 4 1, j SI' FPN. V4ALL CHAPTVR 5 TRADE-OFF ' 1) insulation' WA Vaulted coiling& WA Plat callings /attks 1.00 Ext•rlor walls WA House /garage cornrnon walls 1000 Floors over unheotod spaces WA Slab perkn•t•r 0..390 Ducts in unheated spans• 2X FLOOR JOT OR T.41.11 Plat FLOWS OTHER FUELS cti 04 can: sot TYPICAL 6ARA6E FN. • .M'. •...r.... �..• • 2X4 611DS • I 0g . R•MJ BATT. ABLATION 114-1 BATT INSIL hTiONI •u PLYWOOD t NV PALM 2X4 PRES UPIE TREATED P LATe MINI 1/2" MME= NORM • 12 1M( rtycois nem cot 7" SHEMO1ALL SGI z 414 VOW. ATIi' i NIL.. BLACK VAPOR SAA1!!e NOT TO SCALE • 2.14$ MIL' X R -50 R -35 R -13 R -I3 R -14 N/A R -a 2X4 PRE SIU! MATED SILL PLATE Mr/ Ii" D 1 E ANCHOR DOLTS AT 4 Ot. l2" MAK mom! PER SNEAI�lM1AL L S L EO OR 1• M IK EMBEDM ONfT SW T4• r'LYNk7iM SLBI'LR ex t. . iue AM PALM. OR T..LI.M PIM PLANE 111,sI GATT.INI1LA O w. TOP i ItIlL 11L CIC t z p MAL PIMP! r IA. PlIW EOL.1M1�►•PIM V • 4 4 b" 0 1,4" e fr SW T40 PLYP1000 ILI M'LOOR .. NM OLD A 40 WILED 11-14 BATT. MSLATION Mit s ram n0. n a 2X4 MOO ATIi' G01440N WIN. MALL& We BAIT. INSULATION PACK STAPLED. 4" CON!'.. SLAB OV 4 MIL. VAMCR O AWR 0/ ORAPILLAR PILL. HOUSE /GARAGE FPN. 1� /�1�►`l�l� /�i VAWININ 2x SOLID CQNTItWUS FOOTING ld 1 o o - o`000 o o„o O O,.O 1 fit 04 VlRT. • lie O.G. 1 '4 COW. sOTT'014 - NOT TO SCALE IMAM AR INLAND 1!►K Per 7i0 G01NIIC7nR KiM • 1114 PONT IqI AR RIM SUILONr I!i/Ilt 1b R IOIIr► IrV1IRPROOr OR MILL IlbT YO OMB ROOF CONSTRUCTION DItI0N 1 T •i C *4 1 0 N64 cam Tor 0 84 ERT.• Y kr oz. z • GEDAJR moms • 9O• RL.T INTERWOVEN • SOLID SHEATHN4b • JOISTS PER PLAN • R-136 BATT OR -IN INSULATION MIN. • GA6 HEAT • w •'y e1UM WALL. BOARD • MUMS WALL CONSTRUCTION • SIDINi Pr Flt CLCVATIOWS • es BUIL.DIN O PAMPER • I/2' GOX PLYWOOD SFEATNNb (OR mum.) • 224 STUDS AT W OZ. • R-1 GATT INSULATION WIN V.D. FACE STAPLED. FLOOR CONSTRUCTION • Pmu*JH FLOOR PL'!t PLANS • 5/4 Tod PLYWOOD WAD AM NAILED • FLOOR JOISTS PER PLAN • R-1 DATT INSULATION MIN. OVER IDEATED AREAS • i11AD CRAM- SP •IOfSTJ • • 6 MIL !BLACK VAPOR BARRE.'R FRAMO4G Ali? FOUNDATION room PER M„t1ATION d Id Lb. ELM PAMIR OR AIR WILTRATION CV SHEATH** FM PLAN MEMBRANE 4• =NCB. BLAB 1 4:0_ ;r • MAIN • � 2X4 MIX • MY O.C.. We GATT. 11411ULATION 1 4nr r PORCH SLAB/FDN. TYP. INTERIOR STAIR *.IM BATT. INSILATION SW T4• PLYfNOOD sterwat EXT. MAID ANiD NAILED. 2X4 P etti 1L' c�4 l�Jt SILL PLATE MV L/2• ANCHOR BOLTS AT 4 P-O' OaG. Pie° I2 MAX. FROM !'li>R OR V' M k O+BEDM#1T • MO.. MACK V.S. 11 1 (2) .4 colfr. BoTTat4 'CAL E r 1• • I%O SW M SHEAR MALL EICIEvuLf 1 1/16• 11142A1141110 P1 SOX SHEAR WALL MEC ANCHOR ShEATHIN& NAILING BOLTS [THICK NCO (IN OG) (IN OG) I2 6e 1(3 bd•1 a/6 "•12 1/2' bd (2) bd • 1 5/8' • 64 ?/I6" R5 IOd • 6 5/6 • 46 1/16 RS (I) 1 IOd • 4 5/D" • 52 9/16' RS (I) I0d • 5 5/8" • 24 1/16" R5 (I) IOd • 2 5/b' • 16 1/16' R5 (2) 104 • 4 5/8' • ib 1/16' RS (2) 10d • 9 1/16' RS (2) 10d • 2 5/6' • 12 .7 /V" • b BOTTOM PLATE (IN OG) Ibd•12 led •6 16d•3 164 • 9 16d•2 164 • 2 2 -16d to 9 2-164 • 2 2 -Ibd • 2 RINM ILK TO TOP PLATE ON OG) (KELP) I6d• 0.10 A95 is 52 rr/12 -6d AD'S • 24 •/I2 - bd 029 A98. 16 w/12 -6d ASS • 12 &12-bd A95 • 41 1 vi/I2 -bd 2-A55 • 15 r4/12-6d 2 -A35 • 12 x112 -bd 2 -A39 • di r4/12 -64 OIL 11 1111.104111 0.94 0.45 0.'0 0.12 040 120 T FOR TOE NAILIN6f OD FOR O P51) I BOARD= RS FOR APA RATED SI' ATfNN6 6, 1 6.1, 6 1, 2 1,2,4 1,2,5,4.5 I, 2, 3, 4,5 1 -5,6 I -5,6 - 5,b MBAR PALL. 140r1 * 3A115V4. 140'1211 (MPLY 10 ALL OH M1t PIALLEO A) FOR RATED S1#,ATHIN0 PANEL'%, SPACE MAILS • 12 IN (909 MMV O,G. ALON1 INTERMEDIATE FRAMING MEMBERS. 9) BLOCK ALL PANEL. ebE'5 YMITN MINIMUM 2x (51 MM) BLOGKINO. G) APPLY NAILING TO ALL STUDS, TOP AND BOTTOM PLATES AM BLOGK.INIb. D) PRAMIN8 TO DE A MAXIMUM OF 24 IN (610 MM) 04. E) FASTENERS SMALL BE DRIVEN FLUSH NMTH SURFACE OF SHEATHIN6. P) PROVIDE SOLID BLOCKINib UNDER THE SHEAR MALLS AT ne DIAPHRA6MS TO AGGOMMODATE TFE BOTTOM PLATE ATTACHMENT. •) OFFSET PANEL JOINTS ON EACH SIDE OF MALL MINIMUM ONE STUD BAY. srtrw. ' .s rialt WMR SLY 1 PM/So IMPOCIPICALLY I) APA RATED ShEAT INi6 EXPI / EXP2 / EXT OR C -G / G-D / STRUCT. I1 PLYWOOD. 2) STRIX.T. 1 APA RATED SWATHING EMP1 / EXT OR 5TRLJr.►T. I PLYWOOD. 3) PROVIDE 3x'3 (`16 MM) AT ADJOIN**. PANEL. EDGES W/ NAILS 5T . 4) PROVire MINIMU• 9x (16 P11.1) BLOCKING OR JOISTS Bb ATH BOTTOM PLATE PITH BOTTOM PLATE NAILS ST 5) WALLS WITH !MATER THAN ado PL.• REQUIRE A MINIMUM OF A 9x SILL PATE TO COMPLY WITH FOOTNOTE 3 OP TADL! 29- 1I-I -I. 6) PRAWN'S TO BE A MAXIMUM OF 16 IN (610 MM) 0.G. FOR SICA R MALLS I AND 2. ?) PROVIDE: NAIUNb AT INTERMEDIATE SUPPORTS THE SAME AS WOE NAL.IN6 IN SHEAR MALLS THAT USE OM ('SHEAR PALLS 1 ND 2). 8) FOR SHEAR WALLS 2, 1, D, ANC► dl, PAM. JOINTS SHALL BE OI'!'S T TO FALL ON DIPFCI teNT PRAMAN* MEMBERS OR FRAMING, SMALL BE 9" NOMINAL OR THICKER, AND NAILS ON EACH SIDE SHALL. BE STAMMERED. +wt w■1...s+ - COMP. B MN/L II A/ R L. 0/ I/2' GDX PLYWOOD OR OINDAR MAXIM 0/ SO LEL !S! LT MTaM'IDVQI 0/ DO SPA , •A1�* 0, 2X *Arms OR 1,I1_ • 24. 0t MEND or ADV. MIL. 1 1/1'• CAA AM11/PAOS VISIVED 21C WitOUN• WIG taws 21.+r0+ (2) 2X_ (26) bd CA WINO WIMP 0111•10 Mb) 16d EA (42) 16d EA lid EA (3b) 16d EA (5) Will MOOD , t1,1, 9.30 SAO 1.65 012 11.60 Sit GIMPS= MUM TIE 1401.1701111 8414•11014 2000 GATALOO OTNEIR LEVELS HOLM TYPE 0516 STUD 1YrE 2X_ (2) G 20 (2) 2X_ (2) Gsib (2)G816 PISTMO me►T3? (2) MST46 (2) MST30 (:t) ZX_ rAgTENER TO STUD (10) 10d 64 EA (18) IOd EA 1• GAP DETAIL KM 'S NUMBER 121 2.01 254 514" • 1520 HOL02191 NOM =:ARIL 1101 111 A) 1111111 I COMMIE GOMM'IlE91VE STRENGTH TO BE 23 KSI (11.2 I4ro). B) Mint TO MIAMPAGTURERS' GATA.O06 rCiR MINIMUM DISTANCE TO PCIMPATION G) l!!.'1'!R TO MANJPAGTURERS' GATAL.Oid3 PoR MINIMUM M11 419ER 3AC+KINb S1ZE. CO MIMI TO MANJFACTURER, GATALO8S PG1R ANCHOR BOLT C T C M E) P0573 AT HOLDOMM6 2X • 4X (34nwiX 4 b _ _ _ 02 OR BETTER bX ( 140MrrnX ) _ _ _ OR OCTi P) TM ANCHOR TYPE HOW/0MS HOW/0M AT OTHER LEVELS SHALL HAVE A PAIR, ONE ABOVE AND ONE MOW, TIED DY A TWRE DCD ItoCA. 6►) USE 9TlCORJ FOR 9THDO, s1NDIOR.J root 3TmOIO, AND STHDMIL root ST1014 MERE 8114 JOISTS ARE INSTALLED. (11) T to *Env FASTENER root STMOS SHALL ee Ibd seams. (1) MINIMUM 3TEMI MALI- TO i►• TIDE FOR $- STORY SWUM.* O• MrOE n011 111111LOM4/E NAVIN* 2 OR MDR! STORES sr*N►11111•1M•ww•11 MIL PLATE AT ROOF/P9.AT • FE 1 ^2 ; L� • cmnu► SEP U13 2001 PUNroeaeR . • .N; • " ` • 9 1 , ! , ~ r 4 s 7 f - • ,� -• + v• •. . � • • • 4 • 1 1 • 9 EXHAUST VENTILATION SYSTEM source sp cN'Ic •>iaust ventilation TOLE HOUSE EXHAUST VENTILATION S3►TEM Combined us• of source specific fans as indicated abovs. Pons Indtcat d above as being 'WM.' (Y+hole Homo), are to bs connected to an approved 24 hour timer. MEC CHECKLIST TABLE 6-2 ,ELECTRIC RESISTANCE CHAPTER 6 PRESCRIPTIVE Option number Max glazing allowed S Proposed glazing % Max glazing u -voiu• allowed Proposed glazing u -vole• Max. door u-volurs al iorwed Proposed door u -value ream PER ELEVATION 0/ IS LEL DLO& PMOR OR MR P LTRATiONI RAIRRI It 0/ SNEKIN1140 PER RAN P4000 1IMM OPTIONAL k z O) ewe Z. I cow. Tor • 0.55 58"20 mait POIApps Vmm 4' O FERP. P kDNA x,111' OS ach b3a6 cfm - sett 11 4 1.4 . 4 1, j SI' FPN. V4ALL CHAPTVR 5 TRADE-OFF ' 1) insulation' WA Vaulted coiling& WA Plat callings /attks 1.00 Ext•rlor walls WA House /garage cornrnon walls 1000 Floors over unheotod spaces WA Slab perkn•t•r 0..390 Ducts in unheated spans• 2X FLOOR JOT OR T.41.11 Plat FLOWS OTHER FUELS cti 04 can: sot TYPICAL 6ARA6E FN. • .M'. •...r.... �..• • 2X4 611DS • I 0g . R•MJ BATT. ABLATION 114-1 BATT INSIL hTiONI •u PLYWOOD t NV PALM 2X4 PRES UPIE TREATED P LATe MINI 1/2" MME= NORM • 12 1M( rtycois nem cot 7" SHEMO1ALL SGI z 414 VOW. ATIi' i NIL.. BLACK VAPOR SAA1!!e NOT TO SCALE • 2.14$ MIL' X R -50 R -35 R -13 R -I3 R -14 N/A R -a 2X4 PRE SIU! MATED SILL PLATE Mr/ Ii" D 1 E ANCHOR DOLTS AT 4 Ot. l2" MAK mom! PER SNEAI�lM1AL L S L EO OR 1• M IK EMBEDM ONfT SW T4• r'LYNk7iM SLBI'LR ex t. . iue AM PALM. OR T..LI.M PIM PLANE 111,sI GATT.INI1LA O w. TOP i ItIlL 11L CIC t z p MAL PIMP! r IA. PlIW EOL.1M1�►•PIM V • 4 4 b" 0 1,4" e fr SW T40 PLYP1000 ILI M'LOOR .. NM OLD A 40 WILED 11-14 BATT. MSLATION Mit s ram n0. n a 2X4 MOO ATIi' G01440N WIN. MALL& We BAIT. INSULATION PACK STAPLED. 4" CON!'.. SLAB OV 4 MIL. VAMCR O AWR 0/ ORAPILLAR PILL. HOUSE /GARAGE FPN. 1� /�1�►`l�l� /�i VAWININ 2x SOLID CQNTItWUS FOOTING ld 1 o o - o`000 o o„o O O,.O 1 fit 04 VlRT. • lie O.G. 1 '4 COW. sOTT'014 - NOT TO SCALE IMAM AR INLAND 1!►K Per 7i0 G01NIIC7nR KiM • 1114 PONT IqI AR RIM SUILONr I!i/Ilt 1b R IOIIr► IrV1IRPROOr OR MILL IlbT YO OMB ROOF CONSTRUCTION DItI0N 1 T •i C *4 1 0 N64 cam Tor 0 84 ERT.• Y kr oz. z • GEDAJR moms • 9O• RL.T INTERWOVEN • SOLID SHEATHN4b • JOISTS PER PLAN • R-136 BATT OR -IN INSULATION MIN. • GA6 HEAT • w •'y e1UM WALL. BOARD • MUMS WALL CONSTRUCTION • SIDINi Pr Flt CLCVATIOWS • es BUIL.DIN O PAMPER • I/2' GOX PLYWOOD SFEATNNb (OR mum.) • 224 STUDS AT W OZ. • R-1 GATT INSULATION WIN V.D. FACE STAPLED. FLOOR CONSTRUCTION • Pmu*JH FLOOR PL'!t PLANS • 5/4 Tod PLYWOOD WAD AM NAILED • FLOOR JOISTS PER PLAN • R-1 DATT INSULATION MIN. OVER IDEATED AREAS • i11AD CRAM- SP •IOfSTJ • • 6 MIL !BLACK VAPOR BARRE.'R FRAMO4G Ali? FOUNDATION room PER M„t1ATION d Id Lb. ELM PAMIR OR AIR WILTRATION CV SHEATH** FM PLAN MEMBRANE 4• =NCB. BLAB 1 4:0_ ;r • MAIN • � 2X4 MIX • MY O.C.. We GATT. 11411ULATION 1 4nr r PORCH SLAB/FDN. TYP. INTERIOR STAIR *.IM BATT. INSILATION SW T4• PLYfNOOD sterwat EXT. MAID ANiD NAILED. 2X4 P etti 1L' c�4 l�Jt SILL PLATE MV L/2• ANCHOR BOLTS AT 4 P-O' OaG. Pie° I2 MAX. FROM !'li>R OR V' M k O+BEDM#1T • MO.. MACK V.S. 11 1 (2) .4 colfr. BoTTat4 'CAL E r 1• • I%O SW M SHEAR MALL EICIEvuLf 1 1/16• 11142A1141110 P1 SOX SHEAR WALL MEC ANCHOR ShEATHIN& NAILING BOLTS [THICK NCO (IN OG) (IN OG) I2 6e 1(3 bd•1 a/6 "•12 1/2' bd (2) bd • 1 5/8' • 64 ?/I6" R5 IOd • 6 5/6 • 46 1/16 RS (I) 1 IOd • 4 5/D" • 52 9/16' RS (I) I0d • 5 5/8" • 24 1/16" R5 (I) IOd • 2 5/b' • 16 1/16' R5 (2) 104 • 4 5/8' • ib 1/16' RS (2) 10d • 9 1/16' RS (2) 10d • 2 5/6' • 12 .7 /V" • b BOTTOM PLATE (IN OG) Ibd•12 led •6 16d•3 164 • 9 16d•2 164 • 2 2 -16d to 9 2-164 • 2 2 -Ibd • 2 RINM ILK TO TOP PLATE ON OG) (KELP) I6d• 0.10 A95 is 52 rr/12 -6d AD'S • 24 •/I2 - bd 029 A98. 16 w/12 -6d ASS • 12 &12-bd A95 • 41 1 vi/I2 -bd 2-A55 • 15 r4/12-6d 2 -A35 • 12 x112 -bd 2 -A39 • di r4/12 -64 OIL 11 1111.104111 0.94 0.45 0.'0 0.12 040 120 T FOR TOE NAILIN6f OD FOR O P51) I BOARD= RS FOR APA RATED SI' ATfNN6 6, 1 6.1, 6 1, 2 1,2,4 1,2,5,4.5 I, 2, 3, 4,5 1 -5,6 I -5,6 - 5,b MBAR PALL. 140r1 * 3A115V4. 140'1211 (MPLY 10 ALL OH M1t PIALLEO A) FOR RATED S1#,ATHIN0 PANEL'%, SPACE MAILS • 12 IN (909 MMV O,G. ALON1 INTERMEDIATE FRAMING MEMBERS. 9) BLOCK ALL PANEL. ebE'5 YMITN MINIMUM 2x (51 MM) BLOGKINO. G) APPLY NAILING TO ALL STUDS, TOP AND BOTTOM PLATES AM BLOGK.INIb. D) PRAMIN8 TO DE A MAXIMUM OF 24 IN (610 MM) 04. E) FASTENERS SMALL BE DRIVEN FLUSH NMTH SURFACE OF SHEATHIN6. P) PROVIDE SOLID BLOCKINib UNDER THE SHEAR MALLS AT ne DIAPHRA6MS TO AGGOMMODATE TFE BOTTOM PLATE ATTACHMENT. •) OFFSET PANEL JOINTS ON EACH SIDE OF MALL MINIMUM ONE STUD BAY. srtrw. ' .s rialt WMR SLY 1 PM/So IMPOCIPICALLY I) APA RATED ShEAT INi6 EXPI / EXP2 / EXT OR C -G / G-D / STRUCT. I1 PLYWOOD. 2) STRIX.T. 1 APA RATED SWATHING EMP1 / EXT OR 5TRLJr.►T. I PLYWOOD. 3) PROVIDE 3x'3 (`16 MM) AT ADJOIN**. PANEL. EDGES W/ NAILS 5T . 4) PROVire MINIMU• 9x (16 P11.1) BLOCKING OR JOISTS Bb ATH BOTTOM PLATE PITH BOTTOM PLATE NAILS ST 5) WALLS WITH !MATER THAN ado PL.• REQUIRE A MINIMUM OF A 9x SILL PATE TO COMPLY WITH FOOTNOTE 3 OP TADL! 29- 1I-I -I. 6) PRAWN'S TO BE A MAXIMUM OF 16 IN (610 MM) 0.G. FOR SICA R MALLS I AND 2. ?) PROVIDE: NAIUNb AT INTERMEDIATE SUPPORTS THE SAME AS WOE NAL.IN6 IN SHEAR MALLS THAT USE OM ('SHEAR PALLS 1 ND 2). 8) FOR SHEAR WALLS 2, 1, D, ANC► dl, PAM. JOINTS SHALL BE OI'!'S T TO FALL ON DIPFCI teNT PRAMAN* MEMBERS OR FRAMING, SMALL BE 9" NOMINAL OR THICKER, AND NAILS ON EACH SIDE SHALL. BE STAMMERED. +wt w■1...s+ - COMP. B MN/L II A/ R L. 0/ I/2' GDX PLYWOOD OR OINDAR MAXIM 0/ SO LEL !S! LT MTaM'IDVQI 0/ DO SPA , •A1�* 0, 2X *Arms OR 1,I1_ • 24. 0t MEND or ADV. MIL. 1 1/1'• CAA AM11/PAOS VISIVED 21C WitOUN• WIG taws 21.+r0+ (2) 2X_ (26) bd CA WINO WIMP 0111•10 Mb) 16d EA (42) 16d EA lid EA (3b) 16d EA (5) Will MOOD , t1,1, 9.30 SAO 1.65 012 11.60 Sit GIMPS= MUM TIE 1401.1701111 8414•11014 2000 GATALOO OTNEIR LEVELS HOLM TYPE 0516 STUD 1YrE 2X_ (2) G 20 (2) 2X_ (2) Gsib (2)G816 PISTMO me►T3? (2) MST46 (2) MST30 (:t) ZX_ rAgTENER TO STUD (10) 10d 64 EA (18) IOd EA 1• GAP DETAIL KM 'S NUMBER 121 2.01 254 514" • 1520 HOL02191 NOM =:ARIL 1101 111 A) 1111111 I COMMIE GOMM'IlE91VE STRENGTH TO BE 23 KSI (11.2 I4ro). B) Mint TO MIAMPAGTURERS' GATA.O06 rCiR MINIMUM DISTANCE TO PCIMPATION G) l!!.'1'!R TO MANJPAGTURERS' GATAL.Oid3 PoR MINIMUM M11 419ER 3AC+KINb S1ZE. CO MIMI TO MANJFACTURER, GATALO8S PG1R ANCHOR BOLT C T C M E) P0573 AT HOLDOMM6 2X • 4X (34nwiX 4 b _ _ _ 02 OR BETTER bX ( 140MrrnX ) _ _ _ OR OCTi P) TM ANCHOR TYPE HOW/0MS HOW/0M AT OTHER LEVELS SHALL HAVE A PAIR, ONE ABOVE AND ONE MOW, TIED DY A TWRE DCD ItoCA. 6►) USE 9TlCORJ FOR 9THDO, s1NDIOR.J root 3TmOIO, AND STHDMIL root ST1014 MERE 8114 JOISTS ARE INSTALLED. (11) T to *Env FASTENER root STMOS SHALL ee Ibd seams. (1) MINIMUM 3TEMI MALI- TO i►• TIDE FOR $- STORY SWUM.* O• MrOE n011 111111LOM4/E NAVIN* 2 OR MDR! STORES sr*N►11111•1M•ww•11 MIL PLATE AT ROOF/P9.AT • FE 1 ^2 ; L� • cmnu► SEP U13 2001 PUNroeaeR . • .N; • " ` • 9 1 , ! , ~ r 4 s 7 f - • ,� -• + v• •. . � • • • 4 • 1 1 • Ilio~ oOo • oWM NOIIOMDIA '3YlY3C eon aunt wioa 31nav MOO at amen 9NIof1SN0:1 doesuocrov Ammo l s s N N V/ 77/ 131 s ! s O ■ ZL +Z t ...S • 4111Zo {'. - '• .`: .i• ••� '• .'; 1..1• • •r • • 1 d•9r+£ t 'YES K K I r e MINIM 0 N e C9+01 'VJ S s S 'S s 1 i L 1 1 1 1 P 1 w VV% 3411dMOS3AdJd1£1PZ L� fL33 339 atin HOLY, 4. •p Nis .. •• 1. •rt •i . N . .4 { " • • \ � •• •1 +.w 1• ,• � ti . • , .T f * . r t + • • mo t . • :: ••t• .�;• " :, .• w►,.r. •N• • • .• • • 10 4 3 59 eld • •i on CL g e el I \t .23,=141c130 L£+ tt 'WS r ?! jf //r • t • ' .•• _ • 11.. ..«, . ,• .. . •••. ///////,///i ti -• r• :• i • £Z '0'x'1 �03JIO�IddiV 'O'd'S :03NOIS3a HfS -•1:31'1m f 9161 '3NM r31V0 1 1 1 r ro.11 :NMYao Oddr 31YO 1 66+£ I 1 ll .SZ 'd'df+t l '1IlS V4-t££ 1# 'WRVS `� .s =HLdiO ret++I 'YlS i r •�.. 7: M .. ( •• `• Hato L iirminnommbi •Ou 68+11 111S . • • .•i .� •]UO3 1 '1S .. :Rida 9L +Z t 'YIS •.4 :► - - • - Aid »\ N CD 14 .� =H . (i) e _ __ UM MEM d.S�O NIYVQI31YM 10 .0 NOISV►31I • � • 1 311s :33$: as 11I01VMr e•f7(yo ...97/VgagJu9a TWIN ONV NV (I 3BYHdI 81N31►13IlOd41111 113111JlS awns 1 WAWA NMO1N3Tr NO.LONIHSYM Jl1NKJ ONIX Y1IMNflI do A110 3gSOAd.Q9W1 - (at11S) M alld .9 SLIMt= 3 N OAd .S MOt= 3 011VII -13 Nil 11 $t 'S• $ +£t Vc -KW WRVS S011d.S 1113P0 I 3 3Yd a il Li'tOt =3 M Y d .Q �� tOts 3 11 Z Y S S-sf£ t# 'WRVS 30 4 I 17 SAd 1I :VP :9; L6 /61 /2; 9IiNS \ ;3SVHd\11in9Sti \5L956\ti1I I\ :w • • • • • + V 15' 9.5' 15' 9.5' 15' 5.5' 9.5' 1 0 0 16' —4 IMMO am ISM ... POTENTIAL DOWNSPOUT AND FOOTING DRAIN STUB, TYP. STORM DRAIN SYSTEM DESIGN AND COORDINATION BY OTHERS. 100.00' S 9' 17' 24" E 4 0 6 10 20 - O■imailsommi, — .. One OM um GRAPHIC SCALE (nN 'Err ) 1 inch = 10 ft. 100.00' 10 0010, 0' S9'1�24 " E ... z—BUILDING SETBACK LINE, TYP. 54' SIM VIM 54' UMW SS S9'177'24" S9 7' 24 E LOT 34 NMI LOT 35 NOTE: ALL SIDE SEWERS TO BE AT 2% MIN. SLOPE ffi_ •.�_.... w TO LOT 35 CASE WATER SERVICE LINE TO FIVE (5) FEET ON EITHER SIDE OF SEWER SERVICE LINE AT WATER /SEWER CROSSING. TO LOT 34 „ S5 4" SIDE SEWER 6" CLEAN OUT r NOM 111111mmiss - NW 1/4, 3E 1/4, SEC 10, TWP 23 N, RGE 4 E, W.M. 8.5' OMMeiguaBilaM 8.5' iss 10� 5 10' PRIVATE SEWER EASEMENT 6" CLEAN —OUT 6" 45' BEND 6" X 4" REDUCER LOT 36 LOT 35 30' 30' SEE ENLARGED PLAN FOR CONNECTION DETAILS IN THIS AREA N.T.S. .. fi' .ice.— WO ... 6" WYE EXIST. SS STUB EXISTING EDGE OF ASPHALT R/W 10.57'± • . 4 • DRIVEWAY O a 4 Q a 4 a STA. 13+49.9 DEPTH AT LOT LINE = 1 R/ R/ 1 6 "X4" REDUCER SEWER SERVICED TION ENLARGED PLAN 22.5't EX. ASPHALT R5' TYP. 4 4 �� COMMON TRENCH 4 .' REMOVE STUB CAP AND INSTALL 6" TEST TEE 4'. a . 4 4" SIDE SEWER 3/4" WATER METER SEWER STUB .' . . ♦ • 25' Ism 31,LFt 1 6" TPVC \..EXISTING 6" PVC 3/4" WATER METER C/L 1 C/L 1 L 1. STA. 12+78 DEPTH AT LOT 1 LINE = 5'± EXIST. • TEMP. SITE BENCHMARK SET PK NAIL IN ASPHALT (APPROX. LOCATION) x ELEV. = 13.94 1 i SS STUB 1 1 1 i 1 1 1 W IX. CONC. DRIVEWAY 1 EX. CONC. SIDEWALK EXIST. SSMH ,1334 -5A A. 13 +4 «...X - f _ EX. CONC. SIDEWALK R/W ¥MBOL LEGEND I I,c p!.in, [Kivu Inc•;•►] rev it I►v t tw t',,l'lIL �1 , irk• 1) r;irtrltc;t tit ..'uril■)rn►.tncc, kith .:urrt►tt City ,, t.tnctard\. r1.,.tpianLe is ,uhjcLt to t: And t�rl:l`��11�115 whiLlt d nil llj1�},�� /� ►ul.lt11ir1S it adkpt,c1 , t.t;t7clar , o ltr tht. adc:qtiaL pit I!lt' ', i! rl' totailV '.Vith the designer. .'1JJ1ti S or revisions to these i n s alter ttl ti d tc� : i� id this acceptar„ :e arid %sill require fur suhsc:clt:c•nt a� the Public Wor utilities inspector MM. ONO IMIII IMMINIMINEMINNII w_ ,7 L"<// O EXISTING FIRE HYDRANT ASSEMBLY. MAY REQUIRE RELOCATION IF 'THERE IS A CONFLICT VYI1H THE PROPOSED DRIVEWAY LOCATION. O CONNECTIONS TO BE MADE TO EXISTING STUB OUT. EXISTING PROP9SEp DESCRIPTIO SS UNDERGROUND POWER WATER (SIZE AS NOTED) GAS SANITARY SEVER STORM STREET LIGHT WATER METER FIRE HYDRANT SPOT ELEVATION DRAWING NOTES 1. PLAN VIEW DRAWING PROVIDED TO DUNCANCSON COMPANY BY DESIGNS UNLIMITED INC. 2. DUNCANSON COMPANY INC. HAS NOT PERFORMED A SURVEY FOR LOTS 34, 35, & 36 OF ALLENTOWN ADDITION. DCI ACCEPTS NO UABIUTY FOR THE BOUNDARIES SHOWN FOR THESE LOTS. 3. STORM DRAINAGE CONNECTIONS SHOWN FOR POTENTIAL LO : ATION ONLY. STORM DRAINAGE DESIGN IS BY OTHERS. DUNCANSON COMPANY, INC. ACCEPTS NO UABIUTY I ..1 THE STORM DRAINAGE FACILITIES DESIGNED FOR _OTS 34, 35, & 36 OF ALLENTOWN ADDITION. 4. EXISTING S. E SEWER STUBS AT STATIONS 13 +49 AND 12 +78 A :E TO BE USED TO SEWER LOTS 34, & 36 OF ALLE . ITOWN ADDITION. LOTS 34 & 35 AR TO SHARE THE EXISTING STUB AT STA. 13 +49.9 WI A SANITARY _ WER EASEMENT TO BE CONVEYED 0 LOT 34 FOR 1. :E SIDE SEWER TO BENEFIT LOT 35. 6. LOTS 34, WITHIN THE AL DESIGNATION. SHALL BE AT ABOVE THE 1C SPECIFIED BY ORDINANCE (C. TUKWILA PUBL DEVELOPER: ARCHITECT: CIVIL ENGINEER: LOT 35 LOT 35, BLOCI'. ADDITION TO T. PLAT RECORDE KING COUNTY, RECORDING NC. LOT 36 LOT 36, BLOCK ADDITION TO T. PLAT RECORDE.. KING COUNTY, RECORDING NO. SITE INRRMAT1 LOT 34; TAX LOT NUMB. SITE ADDRESS: TUKWILA FILE I . : LOT 35; TAX LOT NUMB. SITE ADDRESS: TUKWILA FILE : LOT .36; TAX LOT NUMB. SITE ADDRESS: TUKWILA FILE 1'. ).: UNDERGROU.D UTIUTY INFO ..M STATE LAW K THE ONE —CA. L 48 HOURS E 1i & 36 OF ALLENTOWN ADDITION ..ENTOWN FLOOD PRONE AREA MINIMUM FINISHED FLOOR ELEVA :1.4 FT. (NGVD 1929 DATUM); 0 — YR FLOOD/BASE FLOOD ELEV i TY OF TUKWILA FLOOD ZONE .)INANCE NO. 1462), AND CITY WORKS DEPARTMENT POUCY 7. BUILDING TBACK REQUIREMENTS REFLEC THE PLAN ARE AS FOLLOWS: A. FRO1.1 is 30 FT. B. SIDE 5 FT. (ON BOTH SIDES) C. BAC.: = 10 FT. CONTACY INFORMATION DUNCANSON 145 S.W. 15 SEATTLE, W (206) 244 — CONTACT: 6 OF THE PLAT E CITY OF SEA IN VOLUME 12, . /ASHINGTON, UND 1906030938083 6 OF THE PLA E CITY OF SEA IN VOLUME 12 /ASHINGTON, U 19060309380 VE .ZTICAL BE 4CHM DI K M DI K — M JNO P,.iKIN PL 3LIC El "V.= PEACH TREE DE 1728 157TH AVE BELLEVUE, WA (206) 715 -8899 CONTACT: CHRI DESIGNS UNLIM 19613 81ST A KENT, WA 98 (253) 872 -2 CONTACT: VE 12 TU D 1 • r► 5. EXISTING V TER MAIN IS TO BE WET TAPPED FOR EACH NEW BU _DING SITE ON LOTS 34, 35, & 36 OF ALLENTOWN A: DITION. WATER SERVICE UNES TO LOTS 35 AND 36 Al .E TO BE LAID IN A COMMON TRENCH TO MINIMIZE THE ,.PEN CUT OF 47TH AVE. S. LEGAL L ESCRIPTIONS 227 47TH AVE. S. KWILA, WA 98178 01 -289 2225 47TH AVE. S. TUKWILA, WA 98178 D01 -288 CALTflONI 300-424-5565 IT Pt TED ON LOPMENTS N.E. 98008 S BROOKS ARE .9 35, TH VER TION NE FOOT TION AS OF 2000 -01. ITED, INC. VE. S., SUITE F 032 80 RN COMPANY, INC. 5TH ST., SUITE 102 98166 4141 FF DYE LOT 34 LOT 34, BLOCF. 6 OF THE PLAT OF ALLENTOWN ADDITION TO 1 1E CITY OF SEATTLE, ACCORDING TO THE PLAT RECORDE .i IN VOLUME 12, PAGE 100, RECORDS OF KING COUNTY, .VASHINGTON, UNDER KING COUNTY RECORDING NC. 19060309380832. OF ALLENTOWN , ACCORDING TO THE PAGE 100, RECORDS OF ER KING COUNTY 2. T OF ALLENTOWN TTLE, ACCORDING TO THE , PAGE 100, RECORDS OF NDER KING COUNTY 832. RECEIVED CITY OF TUKWILA 12223 47TH AVE. 4IOV 0 9 2001 TUKWILA, WA 98178 D01-287 PERMIT CENTER CONTROL. ESTABUSHED BY GPS. ARK IS "HAFF" ARKED "HORIZONTAL CONTROL HAFF 1990" SET IN CONCRETE AT THE NORTHEAST CORNER OF G LOT OF THE KING COUNTY WORKS FACIUTY IN RENTON. 337.37' UTIUTIES EXIST IN THE AREA AND ATION SHOWN MAY BE INCOMPLETE. QUIRES THAT CONTRACTOR CONTACT UTIUTY LOCATE SERVICE AT LEAST FORE STARTING ANY CONSTRUCTION. • N z 0 (1) 5 Cc W i ..2 .. .........1... • ! 1