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Permit D03-156 - HOBERECHT RESIDENCE - GARAGE
Hoberecht Residence 15605 44 Av S D03 -156 Parcel No.: 8108600130 Address: 15605 44 AV S TUKW Suite No: Tenant: Name: HOBERECHT RESIDENCE Address: 15605 44 AV S, TUKWILA WA Owner Name: HOBERECHT PAUL R Phone: Address: 15605 47TH AVE S, TUKWILA WA Contact Person: Name: TED VAN DEMORTEL Phone: 425- 837 -1642 Address: 2941 222 PL SE, SAMMAMISH WA Contractor: Name: T D M CONSTRUCTION Phone: 425 961 -0184 Address: 2941 222 PL SE, ISSAQUAH WA Contractor License No: TDMCO * *000KT Expiration Date:12 /03/2004 DESCRIPTION OF WORK: CONSTRUCTION OF A 1,722 SQ FT ATTACHED GARAGE WITH A SECOND STORY ABOVE. PUBLIC WORKS ACTIVITIES INCLUDE STORM DRAINAGE, SEPTIC TANK DECOMISSION AND LAND ALTERING. PROPERTY ON SEPTIC SYSTEM (REFER TO KC HEALTH DEPT ON -SITE SEWAGE SYSTEM (OSS) RECORD ID #0061701 APPROVED ON 7.15.03 for new septic system installation with drainfield on adjacent lot) AND ON HIGHLINE WATER SYSTEM. Value of Construction: $ $200,957.40 Fees Collected: $3,037.93 Type of Fire Protection: NONE Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 7 Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 100 c.y. Fill 100 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Public Works Activities: N N Y N DEVELOPMENT PERMIT Private: Public: Profit: N Non - Profit: N D03 -156 Permit Number: D03-156 Issue Date: 08/12/2003 Permit Expires On: 02/08/2004 Printed: 08 -12 -2003 Water Main Extension: Water Meter: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 N Private: Public: N ** Continued Next Page ** D03 -156 Printed: 08 -12 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: Jil,& -c&( , � i �� Date: U ifi !, / v I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the p rfo anc of t -k I am authorized to sign and obtain this development permit. e i Signature: doc: Devperm D03 -156 Print Name: 7: ? � 61",-,s/ 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: 08-12-2003 w rt 6 UO CO 0 w w � W Date: v3 w • 0 g co = w z �.. O • w • C) O 92 O I- 111 w P. — U. O ui Z U= O ~ Z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 8108600130 Address: 15605 44 AV S TUKW Suite No: Tenant: HOBERECHT RESIDENCE PERMIT CONDITIONS Permit Number: D03 -156 Status: ISSUED Applied Date: 05/23/2003 Issue Date: 08/12/2003 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 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 identification 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: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: All wood to remain in placed concrete shall be treated wood. 12: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 13: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 14: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. 15: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. 16: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. doc: Conditions D03 -156 Printed: 08 -12 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 303.1.3.). 17: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). 18: Carport must be demolished prior to Planning final inspection and approval of occupancy. 19: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 20: 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. 21: Contractor shall notify Public Works Utility Inspector at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 22: Any material spilled onto any street shall be cleaned up immediately. 23: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 24: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 25: 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. 26: 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. 27: 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. 28: Downspouts, driveway, patio and drainage from other impervious areas shall be collected in an on -site storm drain system. Drains shall be 4" minimum diameter, PVC schedule 40 or corrugated poly ethylene pipe with a minimum 1% slope for gravity discharge to location approved by the Public Works Department. Downspouts shall not connect to footing drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. 29: Any septic tanks in the area shall be pumped empty and removed or filled with sand. A copy of the documentation from the business that performed the pumping shall be provided to the City Utilities Inspector. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: doc: Condi ions D03 -156 Date: 0 Printed: 08 -12 -2003 r •GENERAL;CO • Company Name: Mailing Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 King Co Assessor's Tax No.: 8'/ 6c5 - 06 Site Address: / 5 C a � � / �{ �¢( , � j ,J`c�r�t 4 Suite Number: Floor: Tenant Name: P,c"L ,5/G,s eer ea, Property Owners Name: f4!.L Mailing Address: /5 4t ! A'g16-e ,s" Name: 7 Mailing Address: q RAi Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** OR INFOJIMA' 'ION. 770 /91 C (7?-7,s i /t? ei C".-% /r/ - 7? ;," / / 61 - Contact Person: Ted (/AaAt /2/ E -Mail Address: ?Win a 40 L- t € /L /9 City ar_./ City City Day Telephone: Fax Number: New Tenant: E -Mail Address: 7 - erf'J Ce S1 /._'�Gj /� C3 ,40L- • 41 Fax Number: � � , 3 - 7 /6 . Contractor Registration Number: 7:19147Co '# pno✓`i Expiration Date: / / 03`0 * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT: OF. RECORD .z411 plans must be wet staimped by-Archltect ofRecord Company Name: Mailing Address: l� 5` - 3 /mot/ `,}� City State Zip Contact Person: . u,e /4 ... Day Telephone: .2O � ( � E -Mail Address: 64^//-e / G Lee /le Company Name: /V4A/G. l xy _ , 11 /r! -' Contact Person: .4 C- E -Mail Address: Npplicationslpermit application (1.2003) 112003 Page I 4^k Fax Number: ENGINEER OF RECORD All plans must be wet stamped by Engineer of Record Mailing Address: /6 73,E ,s 3 if 7-"` .5 j . , / /.2 ��.� City Day Telephone: Fax Number: if /5 State ... Yes State State Zip Zip Day Telephone:! S ,-3 7 J 'f ?. 0 Zip ze,s4 75 State Zip e3 7 /�Y2 4 /2S - g,3? /6 4 / 2 s'�3 9 ; • i PU0 ti BLIC 111cS .:I '''�] *yf T 1 • i, • ?.y � .Fa ;• , '� � , .n, ; :'••;�;u �!X \ � 7,.'t re'�T `� ; �.t•?,�pi=. y. i.�� . -. ..ti.�� .yyi. '': ,�.; :iii 'r •:�. .. ��.,, c;'} �t�e,:• �..,;.,,• e•; ��' 5� ,.�., «• Scope of Work (please provide detailed information): /.,�/W G �� «(i«J h/ -1,/v/1?C. J/49C- -Q' 4.430e . i-? Tic.- ' 4.1v/ %�) } s 7 ' �� Street Use: ❑ .. Street Usc Land Altering and /or Hauling: ❑.. Land Altering: ❑...Cut Storm Drainage: ❑ .. Storm Drainage ❑...Flood Control Zone Sewer Information: ❑ .. City of Tukwila Sewer District ❑ .. Sanitary Side Sewer Water Information: ❑ .. City of Tukwila Water District ❑ .. Water Main Extension ❑ .. Water Meter/Exempt: ❑ .. Water Meter Permanent #: Monthly Service Billing to: Name: UL tapplicationstpamit application (x.2003) tnoo3 2 ,3 r/trh2f 4. 4/J C�tiQ l?T /L✓T �"/ �%��s'� Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑...Channelization /Striping O.. ❑.. ❑.. O.. Call before you Dig: 1 -800- 424 -5555 cubic yards ❑...Fill Val Vue Sewer District Sewer Main Extension ❑...Curb cut/Access/Sidewalk Water District # 125 Highline Water District ❑...City of Renton Water District Private ❑...Public Size(s): ❑ .. Deduct ❑...Water Only Size(s): Size(s): Size(s): ❑ .. Water Meter Temporary #: ❑ .. Est. Quantity: gallons ❑ .. Fire Loop/Hydrant (main to vault) #: ❑ .. Landscaping Irrigation ❑.. Miscellaneous: Mailing Address: / I /f v.e . J . Water ... Of Sewer ... ❑ Water Meter Refund/Billing: Name: A4vL Mailing Address: /S &r "7"fT/2` ,av-e - S Page 3 :tR cubic yards ❑ .. Hauling ❑...City of Renton Sewer District ❑ .. City of Seattle Sewer District ❑ .. Private ❑ .. Public Day Telephone: � e.,�c�G• 4.c 4 ` ea'? City State Zip Sewage Treatment ❑ Fire Line .... Day Telephone: 7 ,k / State Zip City Valuation of Project (contractor's bid price): $ Existing Building Valuation: $ Scope of Work (please provide detailed information): 44,E ;Si .777czC -6l i= 7 /�? a //oG S �c » -� -P i/77' - ' " 'i' Ocl ":zf Will there be new rack storage? 0... Yes izr.. No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures. plus any decks over 18 inches and overhangs greater than 18 inches) U Lot Area (sq ft): f i ' 7?-0 For an Accessory dwelling, provide the following: Floor area of principal dwelling: , ? 3 3 Floor area for accessory dwelling: t . *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑...Yes Ca... No &pplicationApermit application (1.2003) 1/2003 Compact: Page 2 Handicap: If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ .. Sprinklers ❑...Automatic Fire Alarm •..None ❑.. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes �...No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x I I paper indicating quantities and Material Safety Data Sheets. UTILITY DISTRICTS: Note: If the utility district is not City of Tukwila, you must provide written verification and approval from that utility district at the time of permit application. Water ❑ .. City of Tukwila Water District ❑.. Water District II 125 Highline Water District ❑...City of Renton Water District Sewer ❑.. City of Tukwila Sewer District ❑.. Val Vue Sewer District ❑...City of Renton Sewer District ❑...City of Seattle Sewer District X Septic System (If property is served by a septic system, 2 copies of approved septic design from King County Health Department must be submitted at the time of permit application) • Existing . • Interior Remodel Addition to Existing . Structure New . Type of Construction per UBC . .'Type of Occupancy per UBC l +. Floor 77 ( n ✓ 77 2 Floor 3' Floor . . , Floors . . thru Basement Accessory Structure* Attached Garage : /7 Lk Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck Valuation of Project (contractor's bid price): $ Existing Building Valuation: $ Scope of Work (please provide detailed information): 44,E ;Si .777czC -6l i= 7 /�? a //oG S �c » -� -P i/77' - ' " 'i' Ocl ":zf Will there be new rack storage? 0... Yes izr.. No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures. plus any decks over 18 inches and overhangs greater than 18 inches) U Lot Area (sq ft): f i ' 7?-0 For an Accessory dwelling, provide the following: Floor area of principal dwelling: , ? 3 3 Floor area for accessory dwelling: t . *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑...Yes Ca... No &pplicationApermit application (1.2003) 1/2003 Compact: Page 2 Handicap: If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ .. Sprinklers ❑...Automatic Fire Alarm •..None ❑.. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes �...No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x I I paper indicating quantities and Material Safety Data Sheets. UTILITY DISTRICTS: Note: If the utility district is not City of Tukwila, you must provide written verification and approval from that utility district at the time of permit application. Water ❑ .. City of Tukwila Water District ❑.. Water District II 125 Highline Water District ❑...City of Renton Water District Sewer ❑.. City of Tukwila Sewer District ❑.. Val Vue Sewer District ❑...City of Renton Sewer District ❑...City of Seattle Sewer District X Septic System (If property is served by a septic system, 2 copies of approved septic design from King County Health Department must be submitted at the time of permit application) Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood Incinerator - Domestic 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Air Handling Unit <= 10,000 CFM Incinerator– Comm/Ind MECHANICAL CONTRACTOR INFORMATION Company Name: /l/ .427 7,€,/1 Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): S Scope of Work (please provide detailed information): Sr,,./J• L f4 -8_ti2 sc i�s77 -- .14r yj Crki • 4,t1/77c/ U A /UrnG 4.z-1.2 Use: Residential: New .... Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ Fuel Type: Electric ❑ Gas.....' Other: Indicate type of mechanical work being installed and the quantity below: PERMIT: APPLICATION NOTES - Applicable to allperaiits, in this application`. Value of Construction – In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review – Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN y1; Signature: 1 Print Name: Mailing Address: ,2. '// 2,St,� �✓� . ` 5c - Date Application Accepted: 5'Z -D3 bpplicationt\pctmit application (1.2003) 1/2003 I Date Application Expires: C-03 Page 4 Day Telephone: 7'ir,1 / City 2-s 3i / - Wa '7.S ?� M,`+fi '�Q'�9�A:9'�. 11yGS}Y��'rF X41!�ry"gylt'3:YR'KF4V'�i?s`.7, C.39'iL1^Mi State ' Zip Staf t • 'als: Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila TRANSACTION LIST: Type Method 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 8108600130 15605 44 AV S TUKW HOBERECHT RESIDENCE R03 -00986 LAW 1630 TDM CONSTRUCTION Payment Check 1876 RD Pmts Re -Dist BUILDING - RES PLAN CHECK - NONRES PLAN CHECK - RES PW BASE APPLICATION FEE PW LAND ALT PERMIT FEE PW LAND ALT PLAN REVIEW PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE Description RECEIPT Permit Number: Status: Applied Date: Issue Date: Amount 2,024.35 .00 Account Code Current Pmts 000/322.100 000/345.830 000/345.830 000/322.100 000/342.400 000/345.830 000/342.400 000/345.830 000/386.904 1,559.35 - 1,013.58 1,013.58 250.00 37.00 23.50 75.00 75.00 4.50 Total: 2,024.35 D03 -156 APPROVED 05/23/2003 Payment Amount: 2,024.35 Payment Date: 08/12/2003 01:03 PM Balance: $0.00 T ; ; X3 /i2 1 716 TOT,1i.. 2024.T Printed: 08 -12 -2003 Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 8108600130 15605 44 AV S TUKW HOBERECHT RESIDENCE R03 -00637 BLH ADMIN Payee: TDM CONSTRUCTION TRANSACTION LIST: Type Method Description Payment Check 1843 PLAN CHECK - NONRES RECEIPT Account Code 000/345.830 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 1,013.58 Current Pmts 1,013.58 Total: 1,013.58 D03 -156 PENDING 05/23/2003 1,013.58 05/23/2003 03:01 PM $1,563.85 0973 05/23 9716 T01'hL 1013.58 Printed: 05 -23 -2003 Project —^ ��k✓ezi4 -4- I- e Type of Inspection: • - 10 \A )7 U b .-va e A Add ress _ ,( Date Called Special Instructions: Date Wanted: a. — 2 _. 1)4k p.m. Requester: --r Phone No: _ INSPECTION RECORD Retain a copy with permit `s .r i'� INSPECTION NO. PERM3T N CITY OF TUKWILA BUILDING DIVISION Southcenter Blvd., #100, Tukwila, WA 98188 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: J . I -i /42P / --- Gt iri Ue p\ron t :::,-V P. �14a Inspector: 1 ` 1 Q..A.A., Date: et ?7 INSPECTION RECORD Retain a copy with permit `s .r i'� INSPECTION NO. PERM3T N CITY OF TUKWILA BUILDING DIVISION Southcenter Blvd., #100, Tukwila, WA 98188 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (206)431 -3670 Project: hi 0 vim✓ C e 5 Type of Inspection: 4A)A f //r /' r�i Address: /5_1622_5_,-Co Special Instructions: Date Called: C / Date Wanted: y a.m. Requ te 1 -p rr hone No: 0 7 2 — S / T INSPECTION RECORD _ R etain a copy with permit b M 0 .-IJ L INSPECTION NO. PE K NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 'Approved per applicable codes. COMMENTS: Inspect Is r• 441.. 4 E - 2 $ 7.00 REINSPECTION 1 aid at 6300 Southcente ceipt No , 1" di/ t ❑ Corrections required prior to approval. 1- .e (206)431 -3670 *X.- apedi7 f Date: 3 0— 01 EE REQUIRE Prior to inspection, fee must be Blvd., Suite 100. Call to schedule reinspection. Date: Pr ec : Typ f Inspection: res ` -. Date Called: i of . . 2.(,) i Special - structions: Date Wanted: 1 'a, 1 O(4 p.m. Requester: { """' Paz) ... , g Le .55- I INSPECTION RECORD Retain a copy with permit f' INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER (206)431 -3670 proved per applicable codes. Corrections required prior to approval. COMMENTS: ector: Receipt No.: 1 et., )0, Date: _ O 7.00 REINSPECTIO FEE REQUIRED Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: P.oj :LC ,C)A AZ.6 r Type of Inspe tiorl: Aid f Jam U Date Ca led: 20 6 Special Instructions: Date Wanted�.) (rte /0L/ p.m. Requester: Ph ne Noy - Li INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 o. S s (206)431 -3670 pproved per applicable codes. O Corrections required prior to approval. COMMENTS: atidg ector: Date: 23- 47.00 REINSPECT' i N FEE REQUIR D. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pr. e t: Type of Ins • , ctio % / f '' a' F Ad t� Lit ,4411 ► D a te Called: 0 !/y .... j( Special Instructions: 1 let4,-- CatiR 1(2_, ilk c _i ._.or Date Wanted: (7 f (f Requester: ph b d` COMMENTS: Inspe4or :, _Plet/l "'S ''ill y V / / (4 ,f' Receipt No.: Date: INSPECTION RECORD / Retain a copy with permit • I S -L e INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA_98.188 (206)43 -3670 Cam,, • ~ f I>QApproved per applicable cod . 0 Corrections required prior to approval. Date: El $ REINSPECTION FE REQUIRED,.ffrior to inspection, fee must be pal at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • V, Pro'jeect: 1 4 /.r(k/ /�2E1 - Type of Ins ection: j <A Y" NA // Address: /5 4 VS . 1 1 M 4iie Date Called: ,a— i 7 -oy Special Instructions: Date Wanted: if, „ / 7 _ a.m. p.m. Request. i Phone Not INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 pproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 737eV CAC S 0(714/4 -// v, -- (8144, Receipt No.: Jw fly Wet /7 - ,/-�-r ,? e10er Date: CZ- 47 +' REINSPECTION E REQUIRED. Pd • r to inspection, fee ust be d at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 5 Proj ct: ' APCh i A&- i Type of Insprc `'—. -tio 1 ifra Ad ress. Liq Date Called: -- 7(aa loq Special Instructions: f(ezi4A 40 o ahQad Date Wanted: ( 3 1 0(.( .6:5_ p.m. Requester: S1 . GI 1-44.frie (1 /1 / .SP✓ U' , , -/vi iv / ) ;/�3 7 >( ' a4itv�/ • ,, (J 4e it l ed.4. Date: Mil Phqu o: (52 ._ rn COMMENTS: A LAP 2'e' v . x.17 /s 6 I , ., S /cl.' J1 CAA /A ir - vn/'Ee . 2) A 4 4/(l%4 .6.604 &L4 S. de 7/ .-ivr 2o--0-V /a if Fic%o pi .47F . ) (.4.4.5f— G✓f 1/ ( i/Q e , )3/474 1r r .,l ezit u/A // / 2 /( ( 14)/(4/". Ave Q mac. (49 �d/ n//at/4.) 171 Al )? Tiff-A/W 2 nvi ,92 /t ile _../ A /..k. -fa✓ s,i.,,-r 4.14/1 ,v13- #(/' S1 . GI 1-44.frie (1 /1 / .SP✓ U' , , -/vi iv / ) ;/�3 7 >( ' a4itv�/ • ,, (J 4e it l ed.4. Date: Mil i J _ - .,. Receipt No.: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Date: (206)431 -3670 \gl El Approved per applicable codes. Corrections required prior to approval. 00 REINSPECTION 'fEE REQUIRED.Pi to inspection, fee mu ('be paid at 6300 Southcenter Blvd., Suite 10 . Call to schedule reinsp ction. Projgo v � P � ` Type of Inspection: Z.VN W, /OM Pm 7: Addr thei Date Called: Special Instructions: Date Wanted: /7. -25- L j a.m. p.m. Requester: �_ Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER (206 431 -3670 ❑ Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 23 4 .00 REINSPECTION FEE REQUIRED. Pri r to inspection, fee must be did at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. eipt No.: Date: v! fl I7L Q P ro j nPt°��C Type of IrkOec � ne,; 4fN s6 ©� q v& s Date Call ,22-- 09 7 Special Instructions: Date Wanted: ! -. 7 — 2 3 -6 L' a.m. p.m• Requeste Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: Date: (206)431 -3670 proved per applicable codes. Corrections required prior to approval. - z3 REINSP CTION FEE REQUIRED. P for to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 1,0'. Call to schedule reinspection. eipt No.: Date: Proj-ct: ill IP i' ,, _ / Type o Inspection: p /�� Ad s ress: � 17 1 Date Called: tab t'� �'� A I . T CJ Specia Instructions: c P kr( 3° ryitn 4 Date anted: a . .m. Requester. � Phone No: 2w — - 71 - X57 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Ap b4e'd per a p icable co s COMMENTS: Corrections required prior to approval. Date: No.: 'Date: PERMIT 0 REINSPECTI ' FEE RE UIRED. Prior ti inspection, fee must •e at 6300 Southcenter Blvd., •uite 100. C. to schedule reinspection. Pro'ect: r Type of I ction: Add e s: - 2(.to 5- Lti-( Date Called: sb. (((z/Dy Special Instructions: Date Wanted: D a.m, p.m. Requester: Phcuoe No: 0( , 77g—(2551 INSPECTION RECORD Retain a copy with permit INSPECTION N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER (20•)431 -3670 pproved per applicable codes. El Corrections required prior to approval. OMMENTS: Date: $4 .00 REINSPECTIO FEE REQUIRED. P for to inspection, fee must be id at 6300 Southcenter Blvd., Suite 10'. Call to schedule reinspection. Receipt No.: Date: t: e o Inspection: /� ,( T'p - .! '...�'i`!�/ . -e-Z /W 4f/z Address: /T XV £u 5 Date Called: 7- 7- o q Special Instructions: _ • O . .- � //`� Date Wanted: 1 �/ T � f a. . Requester: `-- Phone No: c20 0 ) �/ INSPECT •N NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. El $47.00 REINSPECTI g N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 2 Pr t: r . --'6:.-e.- - 7—ge-/-*/-4. < / Type3L1nspection: l./ "---.- -,-, Address: / ‘j7 5 4 a_--(/ - Date Called: - 7 ' ..# /-._ -4...J..- Special Instructions: ...,--- 6.--- Z. 3O Phone A W7664 . Date anted: Requester: ./ No: ) 77,- 4%56 COMMENTS: "---.- -,-, (-6-4.00.ettiot e ..# /-._ -4...J..- _ .. '1■6. Yu. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 Approved per applicable codes. Inspector Receipt No.: INSPECTION RECORD Retain a copy with permit Date: PER N I 1 (206)4 -3670 X Corrections required prior to approval. El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee m st be " paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: COMMENTS: Type of Inspection: Address: 1560 -�h AvS . "0fo7 D, 5. rtl-ifdi i Special Instructions: He needs your input re. drywell for footing drain and downspout lines. Call 30 minutes before so he ,,,. Date Wanted: 7+ () ' t F' V r.,-,A 0 r...... ( .5 ( c'l 1 .-C t� . ?.:4,,..1, r ( C/LJ /l. c,, r( ' ,j L 1 PI f 4 y �, wi -f« f -A- J a C c W v / r ^ / I 0 ,--tom t7 / Project: tiob CreC.kf Type of Inspection: Address: 1560 -�h AvS . Called: 7-- -0' Special Instructions: He needs your input re. drywell for footing drain and downspout lines. Call 30 minutes before so he ,,,. Date Wanted: 7+ .. V n ii- ilf-11 , Requester: ��CI Phone No: 206--7?' -5/ S.b INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Inspector: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. Date: Date: S COMMENTS: t /l / — &mit 6-lee _ AI 6 cltvL'-e 1: 81,04 or ci tr-yvNiz tef e PirFLA4■112r ,. .. 7 N_ . ) 3 `3 1 A 6, t ull- h •.1 ..e cic— 0 Special l r lions: � 4 e414-R- -�-- im` co V aiki AM d Pori SAP i phJ7 4'. -i' A _:La.f 0 41,4 I" 4 A l A D L,.n1 y ��' y ' mr p.m. At j2k9t/ 1 S E P � ms / rev . ,o t 0�iei e i/ir. / -40 t5Y s 7 Lv k 1 - Proj ct \in? Lag C (1 4 9\-e12:' Type of Ins ection: C Adr ss ©s_ -di I I Date Called 1 0 Special l r lions: � 4 e414-R- -�-- im` co V aiki Date Wante ,-- � ��' y ' mr p.m. Requester ............ i ( Phone No* 7 Le551 7 INSPECTION NO. R Approved per applicable codes. or: Receipt No.: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 47.00 REINSPE I • N FEE REQUIR Date: Date: PERMIT 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. I be- Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Su' e 100. Call to schedule reinspection. COMMENTS:. T .e of Inspection: Ad / Lti 2 , s i ) ,..-- / /Vel= --)• Date Called: -"'"- ,, IU f3 _ — Special Instructions: ..,_, C Z e - H . IA -v1,1(2. pvtovil i AA O'r .—frodep,I4 -- H IAA:m.45 -k s (1 cofricvel -frwhione 1 ■`\ k (0 3 )6 3 P.m. Requester:. -.., _,. ) .,-.. aE C c±____U.C. No: 5A A r dC) VIA :- f004 t I liNti v (7' U )01 R _MO i10 , tr I ' I V ..._.,. . Proect; t-1' 1 -H T .e of Inspection: Ad / Lti 2 , s i ) ,..-- / /Vel= --)• Date Called: -"'"- ,, IU f3 _ — Special Instructions: ..,_, C Z e - H . IA -v1,1(2. pvtovil i AA O'r .—frodep,I4 -- H IAA:m.45 -k s (1 cofricvel -frwhione Date Wanted: (0 3 )6 3 P.m. Requester:. -.., _,. ) No: :- --.' INSPECTION RECORD Retain a copy with permit INSPECTION NO, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd , #100, 'Tukwila, WA 98188. (206)431 67 • Approved per applicable codes. El Corrections required prior to approval. Inspector. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • .• . , • • - I r ' COMMENTS: -c 'S . 1) Y\444t,( (2) Si th 1 Kip S Date Called: 10 Special Instructions: -11-:% ti' 4 Y\ • . 5 - 1 2 ) - a,Ik (2 ') 5373 28 61-is Phone No: Z6-2-29- 333 3) UP. ,r In vinO,s4 11 1 u 1\_____"*" s o .P,^ V\ P,6' as 3I1 C \ -PG rG vIc.e. .r ccA Project: 44 \( )10Pf fC- -hi' -c 'S . Type of Ins ection: f ouvxdcA t EA" TociA k nr S Ad ress: 'S(oO 4-1-i 4) S. Date Called: 10 Special Instructions: -11-:% ti' 4 Y\ • Date Wanted: 10-g-03 am. .m. Request e ;11 Cook Phone No: Z6-2-29- 333 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Q Approved applicable codes. ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: INSPECTION RECORD Retain a copy with permit 5)03 15o Corrections required prior to approval. Date: Project ��� b�iPCJI fl 5 Type of Inspection: Foy +A (A4 di Address' 1 S L a o S- )-‘1""‘ � Ati ..c Date Called: 10 - 1 - 0 3 Special Instru Li ons: 1 S-'r. -1 v\9 \ N A A Date Wanted: 10-,)--07--) tn. Requester: ` 11 C Phone No: 20 1 9 - M INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Receipt No.: INSPECTION RECORD Retain a copy with permit �t5 c S 0 *L Date: (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date: ,O _ 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 7 ct P o�e• k Type nsection: o p t e T 1- e - 0x.0). 0 (.h+ Address: /r mrc. 1 ( . Date Called: /I' 4./ 3 Special l structio s: Date Wanted: .:n tj I I lb .. Requester: LA) ,I1 i a /J1 e (.? Phone No: (20 •-) � L_;_ r ?5 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: Inspector: Receipt No.: • U 11, r 1 ✓ w", -- V\ () INSPECTION RECORD Retain a copy with permit Date: (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 1300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Probe / �i' 1 �/. ''' /-/ 7 -z ., 5 • Type of Inspection: 7 77A) -S Address: Date Called: Special Instructions: w& 7HORC. Q ii 57Z L &V Date Wanted: -- r % ,.. a�rU, .m. Requ st a Ph N e2 S F7 a INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20.)431 -3670 Approved per applicable codes. COMMENTS: Inspector: INSPECTION RECORD Retain a copy with permit C)04 l Ir‘r EI Corrections required prior to approval. $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: PERMI COMMENTS: NU ks A . dress: ' vF Li - I - LA 1 I ee 1 c3-KoP i4/11 Type of Inspection: . a 0 /1 fz.) 6,,, , (C3y\joe P i evl 'J0 (9 1 c ON) 9, ( 5-- 0 ... .. A0(44 - • IL I A 4 S.ecial Instructions: I _ 4. A__ ill e Date Wanted (.1 oz, ) vi VII Requester: M No )5) 7 0 -,,,::, 8 I U■..) 1 6:3. - I.J -- -. 1\ - k k P u3 \--\ Q 1.32)1" W - e-Svt A i ■ C.14 1 CE --. Project: As NU ks A . dress: ' vF , ., . 4 01 . I A • . Type of Inspection: . a 0 /1 fz.) 6,,, , Date Called 9 , S.ecial Instructions: I _ 4. A__ ill Date Wanted (.1 oz, ) vi ?Ple Requester: M No )5) 7 0 -,,,::, 8 I El Approved per applicable codes. $47 pal ecei t tor: No.: INSPECTION RECORD Retain a copy with permit INSPECTION NO, PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 Corrections required prior to approval. Date: REINSPECTIO FEE REQUIRED. Pri r to inspection, fee must be at 6300 Southce ter Blvd., Suite 100 Call to schedule reinspection. Date: 1• NANCY H. DEVINE, P. STRUCTURAL ENG 16732 SE 34TH STREET, BELLEVUE, WA 98008 425-803-9077 Prepared tor. DANIEL G. WELLER Building Designer 10205 - 34th. Avenue SW Seattle, Washington 98146 (208) 246 -8669 Prepared by: NANCY H. DEVINE, P.E. Licensed Structural Engineer 16732 SE 34th Street BeRevue, Washington 98008 -5813 (425) 603 -9077 voice/fax tIAY 2 3 2003 PERMIT CENTER FILE COPY , 1. -.1 PH' Lateral Analysis and Retaining Walls for Holbrecht Residence Addition 24300 56th Ave West Tukwila, Washington Doi -16v RECEIVED CITY OF TUKWILA rx�l��s to a- J Job No. 00066 November 12, 2000 : :.iYt,',it`v.' :il'"�i. ���y.. 5. i•is:�:.J.:i.�:;.I.7� ^- .::�.•.. .i'�:It.. {:'ru4.}if' .... «.L�i.. =NANCY H. DEVINE, P.E. EriS T R . . U C T U R A L E N G I N E E. R 16732 SE 34TH STREET, BELLEVUE, WA 98008 42'5 603 - 9077 Project Nance: Holbrecht Residence Addition Project Number: 00066 • Seiemic Deed•Load Per Square Foot (includes allowance for walls): Roof w 15.psf +•6 psf = . •21 psf Floor wa = 15•psf +12 psf = 27 psf Calculate Seismic Load10 Each Level W' tr W x h W x ffsum F .Roof 'Floor 38136. 4841f 86547 rV (E/1.4) = 103861 Csic Mate• Wstd Pressure Per•Foot of Tributary Width: Roof P = 6.5'x14.9psf+1.5'x13.2psf= 1 ptf • • Floor = •9'x13.2psf = Calculate Wind and Seismic Loads to Shear Waits • • v k 2 x V arny F sgrt (AB} = •17 •8848312 0,598 621.1 9 435699 0.402 4174- 1084011 491 pif < v Design by:. NHD Date: 11/12/00 .Page:' 2/15 584 ptf *Seismic shear wall 10 $ owever p = 11), seep. 3 it .14 ok Seismic Wind °Vs .. V w -. 'l ' v Shear Tributary Area = %Area x V _ = Length x P .. . = V,,,,,, / I , Walt ,Wall Length 1.Width Length lbs . lbs ft .plf .Type Roof 1 11 16 11. 602. 1283 10 128 A , a 23, 40 23, 2683, 31 102 A 3 12. 60 12 2463. 1400. 50 49 A 1Q 23.5. 24. 23,5. 1938 2741. 14 196 A 20 31. 29 31, 3088. 3616 17. 213 A A 30. 7.5., 46. 7.5 1185,_ 875 28 47. Floor 11 18 39. 11 23 4 10 2088. 1676 1307 2732. 1426 4.5. 576 187 69 Et_ A - A 2. 23 29 60; 3 j 10. 12. 22.5 60 12 24 22.5 1274• 2673 5,5, 984 • 20 30 29.5 30 7.5 2087 814 3564 891. 19 41 378 49 C A 30, 7.5 46 =NANCY H. DEVINE, P.E. EriS T R . . U C T U R A L E N G I N E E. R 16732 SE 34TH STREET, BELLEVUE, WA 98008 42'5 603 - 9077 Project Nance: Holbrecht Residence Addition Project Number: 00066 • Seiemic Deed•Load Per Square Foot (includes allowance for walls): Roof w 15.psf +•6 psf = . •21 psf Floor wa = 15•psf +12 psf = 27 psf Calculate Seismic Load10 Each Level W' tr W x h W x ffsum F .Roof 'Floor 38136. 4841f 86547 rV (E/1.4) = 103861 Csic Mate• Wstd Pressure Per•Foot of Tributary Width: Roof P = 6.5'x14.9psf+1.5'x13.2psf= 1 ptf • • Floor = •9'x13.2psf = Calculate Wind and Seismic Loads to Shear Waits • • v k 2 x V arny F sgrt (AB} = •17 •8848312 0,598 621.1 9 435699 0.402 4174- 1084011 491 pif < v Design by:. NHD Date: 11/12/00 .Page:' 2/15 584 ptf *Seismic shear wall 10 $ owever p = 11), seep. 3 it .14 ok Jurisdiction: Code: Seismic: Wind: N ANCY H. DEVINE P.E. S T R U C T U R A L E N G I N E E R 16732 SE 34TH *STREET, BELLEVUE, WA 98008 425 -603 -9077 'Project Name: Hoibrecht Residence Addition Project Number: 00066 City of Tukwila 1997 -UBC Zone 3 80 mph, Exposure "B" 'Wind: UBC 1620 P= CeCggslW p = (0.82) (1.3) (16.4 psf) (1.0) = 13.2 psf p = (O.70) (1.3) (16:4 psf) (1:0) = 14.9 psf Seismic: Static Fore- Prbcedure: (1630.2) Zone: 3 Soil Type: Sp C 0.36 . (Table 18.Q) 1: 1.0 . (Table 16-1() R: 5.5 (Table 16 -N) p: 1.0 unless v ,,, ? 2V°mry alt ji; • .. 2.S C „ 0 - 15' 15 -23' Design by: NHD Date: 11/12/00 Page: 1/j For Allowable Stress Design use E/1.4 for design. (Egns. 12 -13 and 12 -16 in 1612.3.2) 'E 2.5x0.36x1.0 1.4 5.5x1.4 WDL = 0.12x WDL Z 0,?) U 0 N D cow J � D- w IL ¢ = F w Z 1- 0 Z 1- w U� O N Q I- wW X F " - - 0 z w U = O ~ z holbrecht addition collector roof diaphragm floor diaphragm double truss bottom chord strap Type A Components • - X 3 /8" (min) Exposure I APA Rated Sheathing, all panel edges blocked, wl 8• net @ 6" OC .@ all panel edges end 8d nails fa '12" OC • field 16d Plate to Plate 123# • ' LTP4 590# ' A34 • 365# 518 " AB 1041# shear Wall 6" OC . 1 ljoist space 24 OC max 1/joist specs 20" OC max 418" OC , Caprci ' • 213 C 3/8' (mitt) Exposure l APA Rated Sheath ng, all panel edges blocked, w/ 8d nail% @ 3" OC @ all panel edges end 8d nails <t' 12" OC y. field SEE NOTE BELOW . 3.5" OC . • :16 10" OC 24" OC 402 E _ .,F 3/8" (mitt) Exposure I APA Rated Sheathing, EACH SIDE, • all,panel edges blocked, w/ 8d nails @ 4" OC. @:all panel edges and 8d nails @ 12" QC 0 field SEE NOTE RELOW _ (2) 0 5" OC • 12" Op 7" OC 16" 0 571 3/8" (miA) Exposure I APA Rated S dACH. SIDE, all panel edges blocked, w/ 8d nails 0 2" OC I@ all parcel edges and 8d nails cc 12" OC a@ field SEE NOTE BELOwv' (2) 4 3" OC (2) @ 12" OC alternate , sides. 4.5" OC 12" OC 951 Holbrecht'Residence Addition .Job No. 00066 Shear Wall Table Roof Diephragrri 15/32" exposure I APA Rated Sheathing, unblocked, w/ 8d palls OC supported panel edges and '8d nails © 12" OCe field Floor Diaphragrh 1/4" Exposure I APA Rated Sheathing, unblocked, WI 10d nails ©. a ",OC 9 supported, panel edges and '10c1 nails .10" OC @ field Capacity = '148 plf Capacity = 197 plf (Case 1) Capacity =176 Of Capacity = 234 plf (Case 1) I Alternates depending on NHD November 12, 2000 NOTE!!! ALL FOUNDA11ON.SILI. PLATES AND FRAMING MEMBERS, INCLUDING BLOCKING, RECEIVING EDGE NAILING FROM ABUTTING PANES SHALL. BE A SINGLE NOMINAL 3X OR,I.ARGER MEMBER, TH FOUNDATION SILL PLATE MAY BE REDUCED TO A SINGLE ,NOMINAL 2X MEMBER IF THE ANCHOR BOLTS ARE PLACED AT HALF THE. SPACING LISTED IN THE ABOVE TABLE (EXCEPT FOR WALL TYPES E AND F!.— SILL PLATE ,MUST BE 3X). ' . Holbrecht Residence Addition Job No. 00066 Sheat Wall Table Notes NOTE 1: Drilled Anchor Bolts are equivalent to Cast in Anchor Bolts for shear wall calculations. NOTE 2: Anchor Bolts $ha)I be embedded at least 7 inches into the cOncrete. Provide a minimum of 2 anchor bolts per piece, with one bolt located not more than' j2 inches or less than 5 inches from each end. PLATE WASHERS A MINIMUM OF 2 INCH X 2 INCH X 3 /4" SHALL BE USED ON EACH BOLTI! NOTE 3: All framing lumber (etude, plates, blocking) for shear Walls and diaphragms shall be SPF or Better. NOTE 4: Penal edge nailing applies to all studs attached to holdown hardware. NOTE 5: All nails shall be COMMON nails complying with dimensions specified in Federal Specification FF- N•105B. NHD November 12, 2000 _1e1_11. k I bYer3,4' eetn)6b r irob 2= fo play area 14.33x10.5 e$.. t\-1- 04 cAvisT gte s cki try t r ±aLss Wait turf hall ?1X11; 121 1 bath 7x10 bath 7x10 hall bedroom 1 23x11.5 bedroom 2 24x12 sewing room 11.25x12.33 bonus room 11.25x12.33 Boat sB.w 'rru,sSts P mac SCUM Uper Level Ff oor Plan t'- Or P1�7r 47111 �w1E !S7 (1 12' 6o `� 1. 50 to 23.5 x 2� A-(4- - 20) 06 t 4- ',5X46 g I/ 1 NP 11-15 -t 1�4? z re 2 6 JU U0 N 0 J F- � LL. w J LL I z = 1-- w ~ 2 � U O 52 O H w W = ▪ U O Ili z U o 1- z utility/ mud room 14.33x10.5+ Immo UMW AKA \ I ' ti I 0 garage 4x6 2 f �,tft *TottulAt, ' 1 1 , 71 .11.4414- wid4 SV Q I � I \ X �\ 1 ' ` I N/aTn Level floor Plan araiAtivait Ivbo Q " ~ { w 00 CD C CO J 1.- W g to = I F— W ZF- 1— 0 Z F- uj 0 0 co_ H- wW L z LLi 0 Z WOO NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. !Z +`► 0 4-7 Fri 0 a 0 x O \la 'Mao° t p -1-4 NOTICE: NOTICE ITS DUE TO THE QUALITY OF THE DOCUMENT. N THIS , Li_ • j_____.: ._ _ • 1 &Scat ve pi-■ b+ktir . c 1 ; i ; 1 . I ...___..... r I I • ▪ I 41.■••••• -•, ? .. ...^. . • . A .. -•-•-• • slA(..4)--- • .1 ..... ••• i . • (..C. t t __.3 . Fi il 11 ' 1 , 6 n . . ; , ! 00 i ...i 0 1 I • .-----._ . _.,...___ CO 0 .. . .__. — _ _ .__'.. • : ___: .0 4.0. k. 1 P ,C/1 0.A.C15_DeG.q_a_5...(2-3________.._________ (.0 Li1 W i ' (0 u_ • ..••______ ..._•• _ - .: w 0 g 5 u_ < n co -± a is t :._ z 1 ... x !S ' i 1-- o $9 1 SIS i z 1- 1 I al uj 2 D nri&kii5\ . trY\ ss‘ap: • _•.._.._____....... • D 0 o co . o -- i . .. , • • ;.___ ___... , „ ' ! _______ •• •••_•....______ ••••• •••_______• • • L____ _, _*. .. _:___, .. ;..... _ ._ ...... ... _ . .... ..._...__ _ LLI w \ f .. __ .____..... .. p.s.L. :1 - , P. AD_ L 9:0..C6,V 2.)_c...k Sc. \?..&i:'...)_:_ Cp ; ; - • i , i u_ I - o ! • , , , I- ; Li; z ; . ivv\it,V . i 0 0 I i f .. P I o I z 1 . i . - ---- — ......_.__.M.1". ..:* I ; • •• 4. _•__,....____ .__ _ " 6. 13 2- i . I . , : : I I . I I I , 1- • 11-1s:-.0b • I • • • i I 1 i ■ • I I 1 ; • 1 1 11 . • 11-A 5 -co 1 t 1.16 �`- 1r--RPrM crsq I i _ -fir e • Vt . i ;.. e : 1 .. 0 _ 1 .... - -- -- rµ ... LTG - - - -- - _ _ —..... _ .. —: — _... 5ta • z ' QQ � J o 0 c w� u o N w = z � Z° � o U 0- CI - w w I o w o/ z 07/28/2003 22:59 42542768411111114251 TED MORTEL HOUSE RECEIVED JUL 2 a 2003 PusunG DO3iS6 PAGE 01 ,:...L'..y.ww z its f W Lf. C 6 JU O 0 CO CI CO I.L1 J = CO u Ui 2 lL Q c I d F- _ z � F- O z F- 111 Lji U � O - • I- 111 u j I u' O W z U= F. z Approximate Sito Address: Name and address of property owner 1 cMt IS G Applicant Name Designer PROPERTY INFORMATION: Parcel # (APN) ! U j I U 1 1 I U 1 1_ 13 L __ 01 Section: I Z 17— I Subdivision Name: , ,t fi N 60 � 6 r r � v�S Oi>J' l 1 �,,.� Property Size I_ I �l 1 L 1 L 1 Sg. ft. Acreage: 1- t 1 UNLAWP Distance from property line to nearest sewer. 07/28/2003 22: 59 42542768411111114251 I n40 TLE1 thPNi - Public Health, Seattle and King County Site Design Application Form for Individual On -Site Sewage System (OSS) Submit 5 copies of application with 4 copies of plans) Street Address 19 4 I 2:1-1' I TO V- Co )-- 1 City -Zip Code L88t First Street Address [ ! f 0 o)t 7 2 �3 I City -Zip Code i E'/. .. THIS IS NOT A PERMIT L 1-k a last- )A u� Water Supply 14,A (IP) I = Individual Group A Supply Public Water Supply Name: 1 ' �j� -' -- W - `b, Sensitive Area: U (Y ?N) If yes, specify I J (L,W,O) L = Landslide SYSTEM INFORMATION: 2Q ��- New System Ip I Repair Design J Correction of OSS Failure? Type of Building • I I 1 1 _1 n j SF = Single Family MF = Multiple Family Tye of System Proposed: ( I -- Pressure Distribution Ft?. Holding Tank Dates Soils Logged: 10161 I 10131 • 1 Depth to Watertable or Restrictive Layer. I undarstend that teem b comply with the Cade of King County Board ol Health also lead b nwoc aloe of my Designate CsrtIAcate d t aryelartty and/or Designer's Signature: FOR HEALTH DEPARTMENT USE ONLY APPROVED (date): /115 12003 BY: Comments lIv V ( I 14nches 13 TED MORTEL HOUSE I I ! Record I.I N 10, ATTACH A ' = AILED ROUTE/ CT10N MAP FOR L MING THE PROPERTY. I? .j S. c <. ,t\p Legal De Township: 1 Lot: It PREMIcr AS -u. Gr° 9k3 ) M 4 PEtt BY H II W = Wetlands. 0 Y ?N Detailed Plans COMM = Corn 1 I G = Gravity GP = Gravity with pump M CT = Composting Toilet E = Experimental Soil Logs Data Attached: (Min. 4 lot) I Yi Y Maximum Slope in Drainfie CALCULATIONS: Number of bedrooms: l I Total Gallons/Day (450 minimum): I Si) 1 01 Gal. S Application Rate: la I GaVsq ft/day Total Absorption Area: 171 ( I 2 (I Sq. ft. T Total Drainfield Length: 1 ZI L ilt) I Ft. Septic Tank Size: 1 I I L)I 610 Gal. G Pump Chamber Size (if needed) I /1 Gal. Trench Depth (min/max): I i 16 NOTE: SYSTEM MUST BE INSTALLED BY A KING COUNTY CE OTHERWISE PROVIDED BY CODE RECEIVE V.Pre- construction meeting required between designer, installer, builder prior to APPROVAL OF MS COIGN APPUCATION IS BASED SOLELY ON INFORMATION PROVIDED IN THIS APPUCATION AND DOES NOT CONSTITUTE PERMISSION TO SEWN CONSTRUCTION Of THE PROPOSED SEWAGE DISPOSAL SYSTEM OR ANY OTHER MIPROVEMENTS ON THE SITE. TENS No SHALL NOISE CONSIDERED AN ASSURANCE. EITHER EXPRESSED OR MWUED, THAT DEVELOPMENT PERMITS FOR THE SITE WILL BE ISSUED. THIS APPUCATION EXPIRES TWO YEARS FROM DATE OF APPROVAL. DISAPPROVED (date): BY: Sae attached Site Deficiency Sheet. Arty parson aggrieved by any decision or filai order of the Health O41oer may Ale a widen application for appeal b Health other within 80 ads dar r� �+ at the dem of the aD decision. ( 13, KC.B.O.H. Meow 13.12 - Sewage Review CanwNtem). CS 13.15.97 Rw.7t21/00 tU�ii.' S�'' �i,{ �3? 1hG1Xf `"".�ii'ii4.::��.,i,:;: ;• ,�;vr���kin3 v.7�..�'•'1•,A. S A N^ 4 ("Lady" 1•) r7 (:d+N) one LLth31. ription Attached 1 131 Range: 1 I 91 i. I Block: 1 I I 1 CU 01)an Area fel SYSTEM .,ATION I I TH DEPT. the PAGE 02 ttached (4 sets) (J Y ?N rcial INST = Institutional ound SF = Sand Filter Other eserve Area I I / I % Texture Type (1A-5) 1 3 I h Width I inches age Grinder N I Y ?N / 1 Z I i / I inches in Ills appication. Non comp{lerae may I Date: 6-IL- JR LED INSTALLER UNLESS JUN 1 7 2003 TE PUBLIC HEALTH . w�� »hen•. s: :.tr.��4dlbyY��t'h;i rr 07/28/2003 22:59 42542768411111114251 TED MORTEL HOUSE PAGE 03 Ids S148th 15806 44th A4.13 Seattle. WA 98188 S 17 S S 1 7 2nd St S 175th St S 170th St S_137th t Strander Blvd Vicinity Sketch Hoberecht residence Streets98 0 mi 02 0.e 0.1 c oppipiR • 111661 W7, Microsoft Caporrlon was at iPPMi• Ad ttiltKo rsrPAd. Near visa our Mob osy a JtmSPemiP' .o . Poo' 1 07/28/2003 22:59 lids ealaodsd grads an as maks C ss2v0 PVC NOTE: ALL TANIS TO BE INSTALL ) SUCH THAT ALL INVESTS ARE WATER. TABLE. 1,2_ oeret o� Approvod Mar ha!!ie nonoorroaive -I/r mesh min. -tema►vebk for cleaning shoot 2 - PiPe ,L"asn.poet PiPs sat "k40" High loyal ",dm Bost Radmidata of 3" minimum b 42542768411111114251 TED MORTEL HOUSE NO GARBAGE DISPOSAL Conduct wawa tight tasting of all funks teat to monist of 24 how studios hod tort, no lrahye it a000ptabia. Splice- 'ailing feting aad♦iphon chock valve k 01)0 Pomp PAGE 04 07/28/2003 22:59 • n gravel t ercel e undisturbed enter f , 2PClass 200PVC Lateral 'from manifold �(Cla►ss 200PVC) Threaded end cap or plug 4 -6° PVC InpsectIon port ug In sloe A Pressure drainf leld Trench Profiles (typical- -see design for details) VC hose or long sweep ell Monitoring /cleanout port Trench Profile 12'clean cover material to be stockpiled on site 1 cubic yards 3/4' -11/2' washed gravel Cno visible fines) ri 36 • wide trench 344 3 i6 " Trench width orifice Orifices every 1.on (orientation @6O0) 42542768411111114251 /16' orifice C6100 o'clock) TED MORTEL HOUSE Flap Ve[tve Check To dralnflotd pr 2' gravel ninlnun ' over dralnfleld +�' � I Install Drainfleld lateral 'exi ting soil 9 � d Acrov. goo r r • fJ - :tea �.r' fl ` • I . 6' mini is �� fl f7 f� ■ ■ • rider Natl soil PAGE 05 z W re 2 U W = F- U) W W o u_ = • a I- W z � F- 0 Z l- w O • D- a 1- w W L I d Z w • (/) o 1- z 10 ) EFFLUENT PUMPS, (Under 112HP 0 5 10 15 20 25 30 35 40 45 50 55 60 86 70 75 80 0.'.11 - -111.— Hybonmile $Mes1 1111 ••■0•••• NEW Hydlonl/e Oe' 33111 I (13143 N- AronrA- S F 33R111 HMI) —C-- Holrtinnic SHEETD0412 (W4) - -- Hrdnsoifc YP604•1 Mid ($74) 41 .' crag) --.— *Mon& BP/0 ($361) EPO4/1A (R30) — -- GOULDe 19FO•11AG 0711) - • — • .00ULDS VYEGO -t ( 470) (6470) — 0--000LDS MIEp6 -H (f30D) GOULDe Veg16•M1 0600) Noms■NVB11 IEAO (Alro.1e1 f) (f22) 1 z I l— k- W re 2 -J O 0 N Q J H COL W o 2 u-Q _ • cl W LLI I-0 o ▪ � o W - u_ 1 6 W z U_N H = o � z 07/28/2003 22:59 42542768411111114251 TED MORTEL HOUSE viu c rim � o MON 1 1 36 200 OB N ( GNA NE -W, ER-JfS TEST F MPG AX NO. 206 824 0806 QUERY CUSTOMER RECORDS EISPLAY CONstgpTrON CUSTOMER NUMBER 0510066000 CUSTOMER NAME MAYERS .......- NNER NAME /ADDRESS PA B O ECHT 15605 47T TUKwILA wA 99198 -2704 PRJPERTY IG F20 USE TXPE RESIDENT: SEWER S$RVrCSCCJIJd'T 1 LATBCHG RRADIH 10 READING 164422 12 WATER 20 BASE 0 i N P F L n 11 9 tI C SERVICE ADDRESS 156C5 44':')I AVB S C W T 5 1 ' READING 08 READING 532 160505 15 ?066 157904 15672'9 155645 1C READING 1 06/20/00 10 READING 1 04/21/00 10 READ JG 1 02/16/o0 1 IM ► 3 1 10 READING 1 04/19/99 10 ASADING 1 0 6/11/99 10 RWAD ?NG 2 04/22/93 10 READIN0 1 07/17/99 10 10 READING 1 10/1 10 RIADZNG 1 06/22/99 PRESS ESCAPE TO 151943 150365 149004 147765 246728 145590 144403 3XIT DISF aw, su rPL >/ PAGE 07 W001 P. 02/02 U , . D E$Dz 'LATE 4017 N 1439 N 1262 N 1015 N 1004 N 2692 N 2666 N 1.)61 1239 N 1031 N 1149 N 1177 N 3653 N 07/28/2003 22:59 42542768411111114251 TED MORTEL HOUSE ON -SITE SEWAGE DISPOSAL SYSTEM KING COUNTY TAX PARCEL #810860 -0130 LEGAL DESCRIPTION: LOT 35 -36 SUNNYDALE GARDENS DIV #1 35 SS S 486.82 FT &LESS W 70 FT &N30FTOF36 I. PROJECT The project is to remodel an existing single- family residence into a 4- bedroom esidence. Water supply is an existing public source. U. TANKS The tank specified is an approved 1000gallon two- compartment concrete tank. , The septic tank will be watertight and have locking risers extending to grade. The p tank will be a 1000gallon single compartment concrete tank. The pump tank will h e a locking riser extending to grade. The pump will be mounted and fitted so it c : be easily removed and remounted without removing the float switches. Conduct water t testing of all tanks, test to consist of 24 -hour standing head test. No leakage is accept, •le. M. AS- BUILT INSPECTIONS Pre - installation inspection, as -built inspection, pressure test, final cover inspe on and other required as -built materials have not been paid as part of this design pack : e. All additional inspections, field work, or other services required by the designer s l be additional with a retainer due prior to the stub -out release. IV. PRESSURE DISTRIBUTION DRAINFIELD Daily Design Flow = 150gpd X 3 bedrooms + 120 gal X 1 bedroom = 570gal/ All piping materials are to be Class 200 PVC Transport line & manifold = 2" class 200 PVC (feeder lines 1.25" class 200 p Laterals =1.25" class 200 pvc Soil type: 3 Application rate = 0.8g/ft /day Trench width: 3 feet Total lineal feet: 240feet Orifice spacing selected: 3 feet on center Orifice size: 3/16" Orifice flow with 2' residual head = .59gpm 4. PAGE 08 07/28/2003 22:59 42542768411111114251 TED MORTEL HOUSE Flow calculations # of laterals highest lateral length # of orifices lateral flow (gpm Total at this le�ngtth elevation (3' on center) (.59 x # orifices) Flow 4 101' 60' 20 11.8 47.2 Friction calculations Laterals = [lateral length (gpm lateral / constant)" # laterals Constant 122.9 for 1.25" class 200 pvc Longest lateral + feeder line = 60' +21' = 81' @11.8gpm = 1.1' Manifold / transport line headloss ITEM QUANTITY EQUIVALENT PIPE LENGTH 2" PIPE 44' 44' 2 "90 ELL 2 12' 2" CK. VALVE 1 18' 2" UNION 1 1' 2" TEE BRANCH 1 12' Total 87' Constant for 2 "class 200 PVC = 315.2 Manifold / transport headloss = 2.6' TDH = residual ' ressure + trans • ort/manifold/fittin s + laterals + . atic elev : on TDH = 2' + 2.6' + 1.1' + 8 ' TDH = 13.7' The pump to the drainfield must be capable of providing 47.2gpm @ 13.7' o i ead. The pump selected is a Hydromatic SP -50 effluent pump (115v, single phase, 1/2 ; .p.) Dose volume = 3( manifold + laterals) + transport pipe Bose volume = 5(1.5 + 23) + 8.3 = 130.8 gal/dose min- 142.5gal dose selected 570 / 142.5 gal/dose = 64doses per day SOIL LOGS 6 - 09 - 03 SL -1 0 -48 "+ loamy fine sand (type 3) to medium/coarse sands and gravels SL -2 0 -48 "+ loamy fine sand (type 3) to medium/coarse sands and gravels' SL-3 0 -60" loamy fine sandy (type 3) to medium sand (type 2B) SL-4 0 -60" loamy fine sandy (type 3) to medium sand (type 2B) PAGE 09 -3 07/28/2003 22:59 42542768411111114251 TED MORTEL HOUSE CONTRACT GENERAL SYSTEMS ration and This service contract is intended to satisfy and e the requirements agrees to provide operation and Warranty On -Site Monitoring and Maintenance, LLC (Operator) Owner(s): Address; Mailing (if different): Signed by Owner(s): Telephone(s): Gravity Systems: • Type of use /number of people occupying structure • Age of system • Dose volume reconciliation vs. design specs • Tank Evaluation Including: Ground water intrusion Drainage surface/subsurface Tank depth Depth to water table DO test results if applicable • Inlet baffle condition • Center baffle condition • Outlet baffle & screen condition Operator: Warranty On -Site Monitoring & Maintenance, LLC P.O. Box 11 North Bend, WA 98045 Type of System: Parcel Number: A Complete OSS performance- monitoring evaluation will be conducted and a performance monitoring repo Health Officer, will be submitted to the Owner and the Health Department including but not limited to the fo Other Systems (as appli • he-failure or proper • Septic Tank/Pump T Tank sizes & materi Solids accumulation 4 Baffle status 4 Pump & alarm eval Float switches evalu Draw down test Timer evaluation Q • Ground water intrust Monitoring ports • Gravelless chambers • Mound Toe Saturati • Sand filter details Said inspection will be conducted in accordance with the schedule put forth in King County Title 13.60 Tab 1. Initial visit at 6 months following approval 2. Annual inspections for the life of the system Owner(s) responsibilities: • Complying with instructions of the Operation & Maintenance manual • Keeping the sampling/access ports free of obstructions at all times • Granting Operator and Health District personnel access to Owner's property to service or ins • Notifying Operator when residence is sold or rented to new tenants Fees: The above inspections will be performed at a cost of $175.00 per inspection. If upon arriving for the inspec conduct the inspection, a fee of $90 per hour will be charged with a minimum $30 charge. King County Pu of a filing fee due at the time the inspection is filed with their office, payable from Owner in the form of a s King County Health Department. Their fee is S 10. Any additional inspections, corrections, possible labors or designs required to fulfill the requirements of King County Public Health, or any other additional service provided for at an additional fee. This contract is valid until cancelled. Either party upon receipt of written at any time. II �! Dated: l� Telephone: 425 -8 Fax: 425 -888 -64 Email: dhuard@c liquid levels ed for function d for function PAGE 10 aintenance Requirements. ervice of the system for: on forms provided by the wing: ble): erational indications Characteristics: 13.60.01 as follows: t system at any time n any digging is required to 'c Health requires payment arate check made payable to analysis, tank pumping, of itemized above would be lice can cancel this contract -2222 turytel.net 07/28/2003 22:59 42542768411111114251 CONSTRUCT IUNNQTES: TED MORTEL HOUSE • All work to be conducted in accordance with King County Titl 13. • Install 240 lineal feet of 3 -foot wide drainfield trench a minimu i of 7 feet on- center. / VII • 11 • Install drainfield in top " inches existing soil. ( • Install minimum 1000 - gallon approved two- compartment cone �i to tank. • Install minimum 1000 -gallon approved pump chamber. ' i • Any cuts or banks created down gradient of primary and res �� area may create setbacks, which could imali at this desi I �in the • Any clearing of land in primary and reserve areas must be presence of a licensed Master or Associate Installer. • DO NOT disturb soils in the primary and reserve area doing s ay invalidate this design. • Any large trees (18 inches in diameter -2 feet above grade) m t be left 1 standing or stumps left in place. The stumps may be grinded, ed or removed in some other fashion, which will not disturb the soil -; • All footing and storm drains shall be diverted away from the s eld and tank areas, • All property lines and contour lines are based on assumed da id do not represent an actual field survey—Designer takes no responsib ;'ty for accuracy. • All Drainfield trenches shall follow ground contours. • All Drainfield trenches shall be level. • 130 cubic feet sandy loam cover material must be stockpiled site prior to pressure test. • Properly decommission existing septic tank • Graveness chambers may be substituted for gravel trench pro ded that Infiltrator "Standard Model" is used (36 "). • Place temporary barrier around drainfield and reserve area pri to any construction on this site. PAGE 11 cd,4 ot CIS .• 5 . eD 4:t � d ~ � Di: 4:1) 4 4::, 5. 0-k (A CFO GN NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 08/04/2003 00:25 42542768411111114251 TED MORTEL HOUSE fiU�7�J4 Lt'J�lb �MUIV) I • oo ontin W C. °co i d nooLov i r I w rind c.ai dvv �L v • FILED FOR. AT THE REQUEST OF: Shoran E. Des.. Attorney At Law 3909 C 4ifornir♦ Ave SW, Suite 101 Seattle, WA 98116-3105 SW', CCNFORND COPY Assessor's Tax Pa eel 1D$: 8 - 01:0 -0t, AND 810860 -0130-04 200308010002 , 1 !T ! S��ei�� .2... K COPY 'VW* PAGE Cover Sheet Document Title: E.cSMENT FOR SErfC SYSTEM RE: N,A RECEIVED Gruntor(s): rAUL R. 13O UEHEC }T AUG 0 y 2003 Rcncfciary(ies): PALS, IL IIOUERECIIT TU KW I LA PUBLIC WORKS Legal Description PTN OF ,.O T'S 35 AND 36. NNYDALE GARDENS DIV 1 VOL 25 PG 50 KING ; OUNTY WA VW, Ti CAL ON PAM. 1 OR iftiCUMTNT D03 ISb ��0 08 /04/2003 � 00� �. J 4254276841�111114251 � ,. TED MORTEL, HOUSE cji After Recording Return To: Paul R. Hoberecht 15605 44th S Tukwila, WA 98188 B ASEMENT FOR SEPTIC SYSTEM THIS Dit.,•RUAENT made this 0 day of , 20 f'3 • by Pax! lit. Ncberecl7; a married man as his separ..'.e estate, (hereinafter Hoberccht ",) who is the o Y,er 'i' :he following mrceis: THAT PO ;TION OF LOTS 35 AND 36. $UNNYDALE GARDENS DIVISION NO. 10 TO PLAT RECORDED IN VOL 25 OF PLATS, PAGE 50, RECORDS OF SAID COUTIY, LYING NORTH OF THE?OLLOW1NG DESCRIBED LINE: BEGINNING AT A POINT ON r efill WE.`.1' BOUNDARY LIINa OF SAID TRACT 35. SAID POINT HMG 486.82 r:t' NORT F THE SOUTHWEST CORNER OF SAID 'TRACT; RUNNING THENCE SOUTH 89' 3513" SST PARALLEL TO 'ME SOUTH BOUNDARY LAVE OF TRACT 298.80 FEET TO AN SECTION WITH TEL: FAST B= )UNLzARY LINE OF "LRACI' 36, SAID ADDITION. Also knowa as the West 70 ieet of Lot 35, Sunnydale Gardens Division I, as recorded of Volume 25. Page 50, records of King County, except th- :ref►om the south 486.82 feet thereof. Tax Panel No.: 810861- 0120.06 (hereinafter referred to a. th4 SERVIENT ESTATE); end THAT PORTION OF LOT SLT, DALE GARDENS DIVISION NO. 1, ACCORIANG TO PLAT RECORDE3 IN VUL. 25 OF PLAT: • , PACE 50. RECORDS OF SAID COUNTY, LYPiG NOIVr1 - ' OP TTY FOLLOWING DESCRIBED LLB; BEGINNING AT A POINT ON THE WEST , OUNDAR .' LINE SAID TR4 ': 35, SAID Pala BEING 486.82 FEET NORTH OF THE SOTSHWES'r COIt1Vi; :t C F SAID Ti: AG'%; RUNNENC THENCE 89'33'33" EAST PARALLEL T01.1. E SOUTH BOUN . AR'e LINE OF SAID TRACT TO AN INTERSECTION WITH TICS EAST Bt UNDARY LINE 0 7 7T.AC'T 35, IN SAID AL)DrIION, TOGETHER WITH THE NORTH 30 FEW OF LOT 36 OF SAID SLNNYDALE UARDEN., DIVLSION NO. I. Also known as Lot 35 - 36 Sunnydale )ardens Division l less south 486,82 feet and less *Test 70 feat and North 3C feet a Lot 36 Tax Pored Nr,.: 8I0860 .O1 -. (herelnefwr ret!.lied tc as tl:, DOMINANT ESTATE). PAGE 1 OF 3 PAGES COPY WHEREAS, HCABL.RE: ;HT iut. rids to construct a septic systKm to serve the DOMIN ESTATE and intends to piece a drain field aorta .s ;ie SERVIE I' ESTATE to serve the DOMINANT ATE; THEREFORE, .OBEItECHT hereby czra :es an easement ovc :, under. .1C:053 and upon he entire PAGE 03 06/04/2003 00:25 42542760411111114251 TED MORTEL HOUSE • MVU-k64- 40v.)01014) 1 JlMMUiti ;. cCZi a MaOULtMICa psis ?Lou goo r , COPY THEREFORE, I•109E.RECi•lT hereLy crates an casement eves, undet, across and von 't SERVIENr Mate for the pure sa at" va strueang. installing, maintaining ar+g1 repairing s dre(n Geld for the use and benefit of the DOMINANT ESTATE. Owners: of thr DOMINANT'GTA1E shall hose the right to enter upon ,a d property lo; constructing, maintaining and re silting said itptio xystern without Irr e,ty ;er.,i obi Iiubi'iity therefore. The .,'..riot at 'he S..P.VIENT ESTATE. tI 1 be ,.gohib :'e . train b�.tild, structures whatsoever over or the above described aria. Owners of the DOMINA1T ESTATE thatcher agree and covenant that instal tu.c, maintain of said dreir. r d shall be.,ccomplithed in such a manner that the improve:. term existing SE.RV LENT ESTATE, Iran y, shat! not be diCMreed or destroyed, or in t t i.e. it shot il,:) or destroyed. they will be r s tared in as good a condition &I they were irnmt du.'e!y tees entered on by thu owner ••: or agante of ch. DOMINANT ESTATE. Owners of the OOKJNANT ESTATE further agrrc and covenant not to sell or hoe vey an SERVIENT ESTATE the! is voted t to the above casement unless or until th : 000 111JJ1.N c:ortrtcc:.od to a sewer system. The owners of the SERVIENT ESTAL shall retain the right to use the surlier: of 511;.l ea sa said we doe, not interfr. with the sep ;io drain Geld. in the event the DOMINANT ESTATE iS cor•.neotod to a scww 7y3tean al a Mare erne, th DOMINANT ESTATE agree io promptly cheese this easement oral :d1 iirnrrr one and co the oamet of the SERV!ENT ESTATE and the DOMINANT ESTATE '& 11 i•o rc:atore.l recording of this release. rho use grunted herein shalt run in perpetuity with the and and shall inure forces': to the :. and assigns of the DOMINANT ESTATE and shall forever bind the heir. s,wrrrs and assi SERVIE.T ESTATE. DATED tins 0 day of - 71 '- f , 20.Q 3 PAUL ta` HUB ERECIHT Owner of Servient Fatale NOTARY FOLLOWS PAGE 2 OF 3 PACES PAUL K. HOI'EREC1•IT Owner of Doll limn: 1istate el tt, :e oft: a) olvol pulyose 1311S :1 a,ty g or toairin j the re di +a.rt...d he propel) orio:. of •l:: ef. so Tong waives o: tine rtts hafts. ig tI •r rt. ownsr : of tha PAGE 04 r . v.v.)/ c:vJ 08/04/2003 00:25 42542768411111114251 TED MORTEL HOUSE • AUU -e4 —a1b„ IMUN) It( 5:1AKUN L. bt:. I N,I WA ri I t:; lh hx J x Sate of Wasbingtoto ) )3s: County of l:iog On ,his Y dry of �L� , ZO��betare me vsr onall�� iippa r Pau: .. i4t berecht to me iatown to be the individcal described in and who executed the foregoing ' avd)ftt S free d vo:t:ntary act and deed for the u... urd purpocsc thereii: melt ' d. irdtv�duailytJ�� t : And r �. Notary Public in and Sot th State I Q(Washlegtao Notary Narne: lZ��J % ': (V acoan6 .t-lUt1tAN My appointment expires: 1 'V PACE 3 OF 3 PAGES RUSELLE nswO tITATS Olt NOtA,ti►_- - -rusuc NY 0011111111111110111 LWOW 08/04/2003 00:25 42542768411111114251 TED MORTEL HOUSE /it) 4-'L 1 .j(M(JN) W:b4.1 SHAFiO'4 E. BEST & ASSOCIATES (FAX) I 938 52 L- - IriAbAcA same — FIgL1 KING - 1 _LAST DAY i Sturm E Best • � G�TC�iG�" -- '"AOO�eIi' 3909 Cal tornla Avu SW *1(.1 I ?3ul Ho !red "Ot7Cew73 easmont Icy Septic System __ 9;ONiiTURC F�L�$TnL� 1 rxr cloaluenra • tF It IkbTRUCT10NS 1► ? ZC IJMTY khve_ AINC MO►III•••r•• Y 441 , Llalal. .e.WIC1e .bclrpdrta SEATTLE .le STM AWE. aCern- i, we 11104 /M: 700423.4771 30141041173 144}•7147101 VAX: 2004Ss N*? "`T.'(TCRTliATr�SI I fETwiFttla'JIWeb I AMC iLlr ONLY SUP G1000 I ofsTAICTCOURT (if4i,'4TE I . .. TACOMA s TACOMA AVF. $O, TA . WA P4402 r N :51403.1771 1440313-1741 FAX 13.y2.33G4. tue©oeueg3I. 1i AUDITOR ' X THIS PORL1 NOT FOR PROCESS SELLEW loses NIA n bum L 71 DCLLrYUC. WA Soo/ 'P1: 4254t6.01e2 FAX 4214143113 Dslmsmrpa.oala EVA 1206.936..500 1 100 ATTNT M EJ (01.14 .440 Ac 301'170 r a m • - 1 7/302703 JUL A'PU r(13004. COURT row S ow. swow.w. I T ANC woo. ;rooms. In:. t.00I ns,r• oc rw al+ ►fit .'rats ow•d Ifl WOO Of IA Der1 01144 If11DI.pa Mtn; on antis nv.slnolr► swoon mum. Porn lao C« Asiol. I, Noah Am 1'14 n. mow flit MA{1itM01 sang iNrel. Ikf prim at amid. •Itl. MOT444onpor newels We doub0.omchid k+ Ira fVtz.,414l, :,O.e•av: III We nar.gonallalny N Vat rqusiM Y rho al•C■ 71. =NSW mewtl Icml'o aacuney ur4 to ISJfr w rinesol ly I( 1r LJM!.f MM rem sommII.S o.oantroa trop t+y eIlglrr ADC J d .0no_i■dpr.nt And ea+pblo it 1L+o + lrtwof Ina r wid.--11: : :: - C7i rBCCRDLD � CCipg County R00V0.22e5 0e cry 292? N, •'•CILCR CUE , mom itl 3L.e01 1.0• I eaTres FAX 62.4122 sw0 .Oln ca PAGE 06 P. 002/0W OLrI.ryA 110 W LEGION WAY OLYMPIA. WA OelO1 PR' 330.13441r4 1400.0240 tire 1A70 20:‘317J302 Weemo kyd.00n aterirAAY Cindy 0 rW'tilflCaNAL" C NOT FILL__ 2003 0 Mil Aa4/140•N,O,I hSlal Cy aid oOnOhllan mot la 1P1 110 am e1 M IIW111 o•' oaVOOrt+d.s• sit forth aoo.t 7tATe OCa 1AC 0.1 Yale mon' can. 01 -04 -2005 TED VAN DEMORTEL 2941 222 PL SE SAMMAMISH WA 98075 RE: Permit No. D03 -156 15605 44 AV S TUKW Dear Permit Holder: Thank you for your cooperation in this matter. Sincerely, Stefania Spencer, Permit Technician xc: Permit File No. D03 -156 Bob Benedicto, Building Official City of Tukwila Department of Community Development Steven M. Mullet, Mayor Steve Lancaster, Director In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila 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 inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one - 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 and receive an extension prior to 02/13/2005, your permit will become null and void and any further work on the project will require a new permit and associated fees. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206. 431 -3665 February 3, 2004 Ted Van Demortel 2941 222nd Place SE Sammamish, WA 98075 RE: Permit Application No. D03 -156 15605 44th Avenue South Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the 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 building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: • Call the City Of Tukwila 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 inspection; or if the project should be considered abandoned. If 'such determination is made, the Building Code does allow the Building Official to approve a one-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 March 31, 2004, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, City of Tukwila Steven M. Mullet, Mayor Department of Community Development Stefanie Spencer Permit Technician Xc: Permit File No. D03 -156 Bob Benedicto, Building Official Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 -431 -3665 z rt w -J 00 N O � J • LL W Q 5 u-a I w z = Zo w O ▪ — O H This letter is to inform you that your permit application received at the City of Tukwila Permit Center on w • w May 23, 2003, is determined to be incomplete. Before your application can begin the plan review t— H process the following items need to be addressed: u. z w O h May 29, 2003 Mr. Ted Van DeMartel 2941 222 " Place SE Sammamish, WA 98075 RE: Letter of Incomplete Application #1 Development Permit Application Number D03 -56 Hoberecht Residence —15605 44 Avenue South Dear Ted: City of Tukwila Department of Community Development Steven M. Mullet, Mayor Steve Lancaster, Director Building Department: Ken Nelsen, at (206) 431 -3670, if you have questions concerning the following: For existing carport work either (1) provide construction details, or (2) apply for a separate permit. Planning Department: Carol Lumb, at (206) 431 -3661, if you have questions concerning the attached memo. Public Works Department: Joanna Spencer, at (206) 433 -0179, if you have questions concerning the following: Since there is no sewer available, the applicant shall submit septic system approval from the King County Health Department before Public Works can proceed with the review. Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206.431 -3665 z Ted Van DeMartel May 29, 2003 Page Two In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, Enclosures Stefania Spencer Permit Technician File: Permit File No. D03 -156 • City of Tukwila Department of Community Development PLANNING DIVISION COMMENTS DATE: May 27, 2003 APPLICANT: Ted Van DeMartel RE: D03 -156, Hoberecht Addition ADDRESS: 15605 44 Avenue South Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Carol Lumb is the planner assigned to the file and can be reached at 206- 431 -3661. Steven M. Mullet, Mayor Steve Lancaster, Director 1. Assessor records indicate that the size of tax lot 810860 -0120 is 10,920 sq. ft. in size, not 18,720 sq. ft. In addition, the Assessor Map shows the width of the parcel to be 70 feet wide, not the 91 feet wide indicated on the site plan submitted with the building permit. If that is the case, a portion of the proposed addition is located off the property. Please clarify the location of the building in relation to the property lines. 2. The Zoning Code, TMC 18.10.057 limits the maximum building footprint of all structures in the Low Density Residential district. The maximum building footprint for a parcel 10,920 sq. ft. in size is 29.5% or 3,221 sq. ft. The existing structures on the property total 2590 sq. ft. and the proposed addition totals 1,764, for a total building footprint on the parcel of 4,354. This exceeds the permitted building footprint by 1,133 sq. ft. 3. The application indicates that 660 square feet will be used for an accessory dwelling. Is this space to be located in the new addition or to be located in the existing house? The proposed new living area addition totals over 1643 sq. ft. and it is not clear how the 660 sq. ft. would be segregated out from the overall addition. The City's Zoning Code limits the size of accessory dwelling units to 33% of the square footage of the existing residence or 1000 square feet, whichever is less. Based on the size of the existing residence, a maximum of 914 sq. ft. may be used for an accessory dwelling unit. Please clarify the location of the accessory dwelling space. c:\mydocs \general\2003- Memos \.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -156 PROJECT NAME: HOBERECHT RESIDENCE SITE ADDRESS: 15605 44 AV S DATE: 06 -10 -03 Original Plan Submittal X Response to Incomplete Letter # _ Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: • � > � 1 Buil. i • Division • Pu•lic Wor At 511 Fire Prevention Ly Structural ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ 'L Riot, 67-/Z -03 Planning Division Permit Coordinator DUE DATE: 06 -12 -03 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TOES /THURS RO9TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER`S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 07 -10 -03 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28.02 PERMIT COORD COPY DEPARTMENTS: Build Division Public Works - ACTIVITY NUMBER: D03 - 156 DATE: 5 - - PROJECT NAME: HOBERECHT RESIDENCE SITE ADDRESS: 15605 44 AV S X Original Plan Submittal Response to Correction Letter # Revision # After Permit Is Issued APPROVALS OR CORRECTIONS: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP of 5 2-1 Fire Prevention V,5 3 Planning Division Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Incomplete TUES /THURS ROUTING: Please Route n Structural Review Required n REVIEWER'S INITIALS: Response to Incomplete Letter # Permit Coordinator DUE DATE: 5-27-03 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: a ^ y O 3 LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ PingX PWJ Staff Initials: further Review Required DUE DATE: 6-24 -03 n DATE: Approved n Approved with Conditions ri Not Approved (attach comments) ri Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28.02 Date: (4 e l a 5 Project Name: Project Address: Contact Person City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -•3670 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Response to Incomplete Letter # 1 Response to Correction Letter # Revision # after Permit is Issued Hoberecht Residence 15605 44 Avenue South Ted Van DeMartel Summary of Revision: a/o, .A. S 7 `/ O.S?,N.Q s/za.„c..4.2. CA0,3 � L - /��i, i A/07 .Ce ,/C/if l 55 - /i-e s ..e2/Tam- �/P �G Q % 7Z hc� % �!r l CG!/ 4e C i'J��.S� G-2 " %.SL /5 ` 5 . ',c7 rn�S -e i ee // -- o L�rn e�eL 8e_ 7 - #40-e. 41LI'>/( / 0-7-7 ,ie- /07 . s T s.sk i4 -5. 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 `p /0 Plan Check/Permit Number: D03- 156 Phone Number ` 1 W' r3 `7 /‘‘,12.. or/ o E TUKWI�' esomitse"' PART A: (TO BE COMPLETED BY APPLICANT) 1. 5. X Friday, May 23, 2003 ITY OF TUKWILA CERTIFICATE OF WATER AVAILABILITY Owner Name Paul Hoberecht Address: 15605 47th Ave So Phone: W ft 6 6 U 00 U) J = Site Address (Attach map and legal description showing hydrant location and size of main: u_ u. See attached map for hydrant and main locations 15605 44th Ave South Tukwila w 0 } u. ¢ I I— W Z I ZO LU ui U� 0— OH W H� O 4. Vehicular distance from nearest hydrant to: U Z Z see attached map for hydrant locations. 1= ,,, Agent/Contact: Tom Construction Phone: 206 -920 -8042 2. This certificate is submitted as part of an application for: ❑ Residential Building Permit ❑ Preliminary Plat ❑ Short Subdivision El Rezone ❑ Commercial/Industrial Building Permit [] Other 3. Estimated number of service connections and meter size(s): Minimum needs of development for fire flow Fire Marshall Insurance Underwriter Insurance Underwriter 6. Area is served by Owner /Agent's Signature: Fire Marshall PROJECT # gpm at a residual pressure of 20 psi. City Other HIGHLINE WATER DISTRICT (Utility) Date: 5/23/03 bo RECEIVED CITY OF TUKWILA 1-1g 2 3 NO3 PERMIT CENTER Page 1 of 2 .. a:1 :., .1.6i 41:10 �.rra4 Z PART B: (TO BE COMPLETED BY WATER UTILITY) 1. This proposed project is located within 2. Improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: 3. Based upon the improvements listed above, water can be provided and will be available at the site with a residual pressure of 10 fps as documented by the attached calculations. I hereby certify that the above information is true and correct. HIGHLINE WATER DISTRICT 206 -824 -0375 Agency Phone By: Thomas Ke , p anager Date PART C: (TO BE COMPLETED BY GOVERNING JURISDICTION) 1. Water Availability - Check one: 1 (City/County) 2. Minimum water system improvements: (At least equal to B2 above) Friday, May 23, 2003 TUKWILA /KING psi gpm for a duration of 2 hours at a velocity of -^----C---. own onst / s M Acceptable service can be provided to this project.. Acceptable service cannot be provided to this project unless the improvements listed in Item #B2 are met. System is not capable of providing service to this project. Agency Phone By Date Page 2 of 2 5/23/03 N 109 70 54 54 79.57 71.43 79.39 150.56 15635 M 635 Sc..: r.,o O to N 100 94.39 15605 M l 302B (L rn Sri .n 79.43 110.40 v M 0) r•i 15633 15631 M3248 M1634 N 0 70 ✓ 15625 66.32 M13427 0 M 15630 o M9330 rh 134.39 15604 M l 4960 15610 m14959 15618 M 15049 69.39 54.40 70.65 OOt 4TR -AGT 84.39 93.76 39 54.39 15609 M/991 15621 M1630 73.68 15629 M14957 15649 M1638 4270 2 M3249 80 M N to 4 2 .76.6 � N M 16 CO to � v CO C0 v r . 0 cj LOT 1 11474.39 1 6 722 NILO �s- 82.20 NOTICE: THIS N OTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 124.39 2 a 0 ccr v 0) 65 .65 r` N � v v 0 167 22 80 1 65. 68. . H2ONET Resort for 15605 44th Ave. S. @ hydrant #H2114 , t :.6 ° : • Static Static ID Demand Pressure (gpm) (psi) 4500 0.92 100.49 Date: Tuesday, December 12, 2000, Time: 14:56:20, Page 1 • Fire -Flow Demand (gpm) 1,000.00 Residual Pressure (psi) 80.14 Available Flow (gpni) 2,167.74 Available Flow Pressure (psi) 20.01 Z 4/ 2 J 0 00 uJ J H N W g J . u d = W z � 1- 0 Z ~ w U O N O W W H� 0 z W U 0h- z LICENSE DETAIL INFORMATION Form Page 1 of 2 Specialty Code GENERAL Other Specialties UNUSED UBI Number 602040573 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: 74 LICENSE DETAIL INFORMATION 6 2 Current Filter: None v co 0 0 co w Registration# or License TDMCO * *000KT H U) LL. Name T D M CONSTRUCTION w 0 Address 2941 222ND PL SE z g 5 Address - a D City ISSAQUAH H w State WA Z 1- 1--0 Zip 98029 w ui Phone Number 4259610184 v 0 N _ Effective Date 5/30/2000 0 I- Expiration Date 12/3/2004 H v Registration Status ACTIVE L 0 Type CONSTRUCTION CONTRACTOR U u) Entity INDIVIDUAL Z F- * * *VIEW CROSS REFERENCE FILE FOR THIS LICENSE* * * * *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * * * * *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * * * * * VIEW CONTRACTOR INSURANCE INFORMATION * * * * New inquiry by CITY , NAME , PRINCIPAL OWNER NAME , LICENSE , UBI NUMBER , check the L I Contractor Industrial Insurance Premium_S atus or return to the J$.1.Construction Compliance _Home Page https://wws2.wa.gov/Ini/bbip/TF2Form.asp?License=TDMC0**000KT 08/12/2003 07/28/2003 22:59 42542768411111114251 • •i • •_. TED MORTEL HOUSE • M • • House to be remod into 4- bedroom sinlge- family PAGE 12 •.. • Existin s tank (to be d e . ►ioned) ve transport line with / 3034 in driveway 07/28/2003 22: 59 irport • --� 30' ingress /egr •h . 1 .• \ 1 11 I �. ., ,.. �, • L.. 41°. 101411°°3 Et**. . • . m•••••M•I• . `- •• • . •• • .. i. • • • 4 Plb Dave Huard Certified Designer hamber de pressure trench - -If a garbage um septic tank ons ust discharge areas Monitoring, LLC i 42542768411111114251 .I. S TED MORTEL HOUSE • SITE PL 4n -Site Sewag Control Point Deacripa Existing House Install 1000 gallon s epti Install 1000 gallon pump Install 240 lineal feet 2' a minimum of 7' on -cent Stub -out elevation 99' Septic tank invert 98' Pump intake elevation 9 NO GARBAGE DISPO grinder is desired the capacity shall be 1750 g All storm/footing drains away from drainfleld SCALE I " =20' MID • • . t PAGE 13 t w : Op p, Area ' of Floor U-Factor Door U- Factor Ceiling i Vaulted Ce 9 Wall Ab Gtaded. Ibil Flvo� 1371-- Vertical Oh" Overhead" _ 12% 0.35 0.58 0.20 R -38 R -30 R15 R -I 5 R -10 R -30 R -10 iL_• - 1S % _ • ___ Unlimited Group R-3 Ocasp acy Oely a 0.40 0.40 0.58 . 0.58 0.20 0.20 R -38 R -38 R -30 R -30 R -21 R -21 R -21 R -21 R -10 R -10 I R30 R -30 R -10 R- I0 , III. J o f • ♦1 General 1.0 GENERAL NOTES THESE STRUCTURAL NOTES SUPPLEMENT THE SPECIFICATIONS, ANY DISCREPANCY FOUND AMONG THE DRAWINGS, SPECIFICATIONS, THESE NOTES, AND THE SITE CONDITIONS SHALL BE REPORTED TO THE OWNER, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL SE DONE AT THE CONTRACTOR'S RISK THE CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION THE CONTRACTOR IS RESPONSIBLE FOR ALL BRACING AND SNORING DURING CONSTRUCTION. 1.1 CODES ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF TUKWIL,4 AND: 1991 UNIFORM BUILDING CODE (UBC), AS AMENDED AND ADOPTED 5Y THE CITY OF TUKWILA AND THE STATE OF WASHINGTONx A.C.I. 318, A.I.S.C. 9TH EDITION, AND A.I.T.C. 3RD EDITION. 1.2 DESIGN CRITERIA A. LIVE LOADS ROOF (SNOW) 25 PSF FLOOR RES 40 PSF FLOOR DECKS 60 PSF otos B. LATERAL LOADS: ALLOW 33 -1/3% INCREASE IN STRESSES FOR WIND AND SEISMIC FORCES. LATERAL FORCES ARE TRANSMITTED BY DIAPHRAGM ACTION OF THE FLOORS TC SHEAR WALLS. LOADS ARE THEN TRANSFERRED TO THE FOOTINGS, WHERE ULTIMATE DISPLACEMENT IS RESISTED BY PASSIVE PRESSURE OF EARTH AND SLIDING FRICTION OF EARTH. OVERTURNING iS RESISTED BY THE DEAD LOAD OF THE STRUCTURE. 1. WIND: EXPOSURE 5, BASIC WIND SPEED • 80 M.P.H., PER UBC 2. SEISMIC - ZONE 3 PER UBC (Z IC /Ru xu: • v t Z.�.30, 1 •1.00, C•2.15, R.6�� V. 0.14W (D ST =• TURE ) 1.3 SOIL DATA •I�c FOR LOCATIONS SEE SOILS REPORT. SOIL BEARING • CONT. SPREAD FOOTINGS • 2000 PSF. ALLOW 33 -1/3% INCREASE FOR LOADS FROM WIND OR SEISMIC ORIGIN. EQUIVALENT FLUID ACTIVE PRESSURE AND PASSIVE PRESSURE ARE 35 POE AND 300 PCF, RESPECTIVELY. 2.0 SITE WORK 2.1 EXCAVATION EXCAVATE FOR FOOTINGS DOWN TO DEPTH SHOWN ON DRAWINGS OR TO FIRM UNDISTURBED MATERIAL. AREAS OVER - EXCAVATED SHALL BE BACKFILLED WiTH LEAN CONCRETE (r'c • 2000 PSI), OR BE STRUCTURALLY FILLED PER SECTION 22 AND SHALL BE AT THE CONTRACTOR'S EXPENSE. 2.2 BACKFILL AND COMPACTION BACKFILL SHALL NOT BE PLACED UNTIL AFTER THE REMOVAL OF ALL FORMS, SCREEDS, OTHER WOOD DEBRIS AND MATERIAL SUBJECT TO ROT OR CORROSION. USE ONL`r MATERIALS APPROVED FOR BACKFILL . IN AREAS UNDER SLAMS OR FOOTINGS, MATERIAL SHOULD BE GRANULAR IN NATURE, THE - -FILL- SHOULD BE i,IMITEP TO ULAR MATERIAL, PLACED IN 6 - INCH - LIFTS AND COMPACTED TO A LEAST ` CE plA - DRY -DENSITY AS DETERMINED BY AASHTO COMPACTION T EST, PROCEDURE T -480. 4" RIGID OR 6" FLEXIBLE PERFORATED PiPE I INFILTRATION TRENCH PLAN VIEW 4" R GiD OR 6" FLEXIBLE- PERFORATED PIPE I INFILTRATI RE TNCH 4---WASHED ROCK- ---. A PROFILE VIEW COMPACTED BACKFILL FILTER FABRIC WASHED ROCK (I V2 " -3/4 ") 4" RIGID OR 6" FLEXIBLE PERFORATED PIPE INFILTRATION TRENCH SECTION A N.T.S. 0 n OVERFLOW SPLASH BLOCK (-ROOF DRAIN CB SUMP WITH SOUP EID ROOF DRAIN OIL/WATER SEPARATOR CB SUMP W'iTH SOLID I ID FINE MESH SCREEN _ r M,N 1NFILT. TRENCH DETAIL r r -- 3.2 STRENGTH ♦ TWENTY-EIGHT DA`r COMPRESSIVE STRENGTHS SHALL BE: I C4 3.0 CONCRETE 6 SACKS OF CONCRETE PER CUBIC YARD 3.1 GENERAL ALL CONCRETE SHALL BE HARD ROCK CONCRETE MEETING REQUIREMENTS FOR 'ULTIMATE STRENGTH TYPE CONCRETE" PER ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR 19UILDING." PROPORTIONING OF iNGREDIEN'S FOR EACH CONCRETE MIX SNA. -L BE BY METHOD 2 OR THE ALTERNATE PROCEDURE GIVEN iN ACI 301. PLACE CONCRETE PER ACI-'.004 AND CONFORM TC ACI - 604(306) WINTER CONCRETING AND ACI -605( 305) FOR HOT WEATHER CONCRETING. CON:.RETE &NAL L BE PLACED TO AvO I D SEGREGATION HONEYCOMBING OR POCKETS. U8E INTERIOR MECHANICAL_ VISRATOR3 'W!TI-i 1000 RPM MINIMUM FREQL ENCY. PO NOT OVER- VIBRATE. CONCRETE SS-14,L.- BE POURED MONCLITNICA_LY BETWEEN CONSTRUCTION OR CONTROL JOINTS. PROTECT ALL FRESHLY PLACED CONCRETE FROM PREMATURE DR` INCi AND EXCESSIVE NOT OR COLD TEiMPERATURES FOR SEVEN DAYS AFTER FOUR' \G PROVIDE ENGINEER WITH PROPOSED CONSTRUCTION OR CONTROL JOINT LOCATIONS FOR HIS APPRc•✓AL, OR USE JOINTS AS SHOWN ON THE DRA JINGS. ALL T ES AND ANCHORS SHALL BE CUT OFF FLUSH WITH THE SURF.=. T.Et SURFACES WHERE EXPCSED SHALL BE SMOOTH AND FREE 'ROM IRREGULARITIES. SL ABS ON GRADE 2000 °Sit MAX SLUMP 3' (UNSUPERVISED) 'FOOTING 4 WALLS: 200 PSIt MAX SLUMP 4' (UNSUPERVISED.) THESE SLUMPS MAY BE INCREASED IF A PROPER ADDITION OF POZZOLITH IS ADDED TO ALLOW HIGHER SLUMP AND GREATER WORIGASILIT/ WITHOUT CHANGING THE WATER CONTENT OF THE ORIGINAL MIX DESIGN. PROPORTION MIX ACCORDING TO UBC 2604. 3.3 MATERIAL - CEMENT, WATER & AGGREGATES PER ACI A. CEMENT MUST CONFORM TO ASTM 150, TYPE i OR TYPE II. ENGINEER'S APPROVAL IS REQUIRED FOR USE OF TYPE III CEMENT. B. WATER TO tSE CLEAN AND POTABLE. C. COARSE AND FINE AGGREGATES TO CONFORM TO ASTM -C33. 3.4 MATERIALS A. WATER REDUCING ADMIXTURES: MUST CONFORM TO A5T11-C494, POZZOLITs -, 344N, POZZOLITH I00XR, OR POZOL!TN 122HE. POZZOLITH SHALL EE INCORPORATED INTO ALL CONCRETE IN EXACT ACCORDANCE W TH THE MANUFACTURER'S INSTRJCTiON6 "SYNERG'ZED PERFORMANCE SYSTEMS' CONCRETE USING PC:ZOL "''H ACMIxTURE5 TO PRODUCE FLOWABLE CONCRETE MAY BE USED ll: `H THE ENGINEER 3 APPROVAL. ADMi)TURE3 AND DOSAGES WILL VARY DEPENDING ON C4 IMATIC CONDITIONS AND THE CONTRACTOR'S JOBSITE REQUIREMENTS. MAXIMUM SLUMP FOR "SYNERGIZED PERFORMANCE SYSTEMS" CONCRETE SHALL NOT EXCEED e USE IN ACCORDANCE W TH MANUFACTURERS RECOMMENDATIONS. B. AIR ENTRAINMENT: CONFORM TO ASTM -C260 -AND ASTM -C494, BY MASTER BU;.DER ENTRAIN '% •/- 1% ,La R BY VOLUME iN ALL EXPOSED CONCRETE. C. OTHER ADMIXTURE: NC OTHER ADMIXTURES PERMITTED UNLESS PRIOR APPROVAL IS GIVEN B'f THE EN 2.0' EL • • 2.0' 39' -4' 11../RATION TRENCH EXiStrg Storage % Tg_lifroati _ 4.0 4 9439' 4 11/16 46 '-0 F el; _-J LY.E' EL c am' f .0 Ei.- CONTOURS REFERENCE POINT 4.0 - il2'.0' CLEAR. 3.5 REINFORCING STEEL ETAiL, FABRICATE AND PL ACE PER ACI-315 AND AO'-318 SUPPORT RF'NFORCEMENT WITH APPRC ,'ED CHAIRS SPACERS, OR TIES. A. STEEL REINFORCEMENT SHALL BE NEW, DEFORMED BILLET STEEL MEETING ASTM A615, GRAS E 60 FOR 6 5 AND LARGER BAH EXCEPT AS NOTED: GRADE 40 FOR •4 AND SMALLER EARS. SHOP DRAWINGS SHALL BE MARKED ACCORDINGLY AND SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. GRADE 60 KEBABS SHALL NOT BE BENT IN FIE._D AFTER PLACING. B. REINFORCEMENT IN ALL .1/ALES, SLABS, AND FOOTINGS SHALL SE CONTINUOUS AROUND CCL:NERS OR CORNER BARS PROVIDED, BOTH VERTICAL AND HORIZONTE_. C. LAPS: ALL TENSION SPLICES ARE ACCORDING TO ACI 318 -89, CLASS B AND ALL COMPRESSION SPLICES ARE 30 DIAMETERS, UNLESS NOTED OTHERWISE. D. TRIM REINFORCING: AROUND ALL OPENINGS SHALL BE A MINIMUM 1 - TOP AND BOTTOM, EXTENE ING 2' -6" BEYOND OPENING AT EACH CORNER SEE TYPICAL DETAILS. E. WELDING: TACK WELDING OF REBAR IS NOT PERMITTED UNLESS CALLED F. MINIMUM REINFORCING: LIE-:ERE REINFORCEMENT IS NOT SHOWN ON DRAWINGS, THE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318 -89i SHALL SE REFERRED TO FOR PROPER REINFORCEMENT. G. REBAR COVER: PROVIDE CONCRETE PROTECTION FOR REINFORCEMENT AS FOLLOWS: 3 " CONCRETE DEPOSITED AGAINST EARTH CONCRETE DEPOSITED AGAINST FORMS BUT EXPOSED TO EARTH 301 I -1/2" TO TIES IN COLJMNS, AND TIED REBAR IN WALLS 1 -V2" FOR BARS IN S-455 ON GROUND 3/4" INTERIOR FACE OF WALLS I-I. WELDED WIRE FABRIC: Ae "M -A185 AND ASTM -A82 4.0 CARPENTRY 4.1 ROUGH CARPENTRY ALL 2x FRAMING LUMBER SHALL BE STUD GRADE DOUG -FIR FOR STUDS AND STANDARD OR BETTER FOR ELATES OR AS SHOWN ON THE DRAWINGS OR BELOW. ALL 2" LUMBER SHALL BE KI-N4 DRIED (KD) OR SURFACE DRIED (SD). EACH PIECE OF LUMBER SHALL EF. AR THE STAMP OF THE WEST COAST LUMBER INSPECTION BUREAU SHOWING GRADE MARK OR APPROVED EQUAL. OTHER MATERIALS AS SHOWN BELOE 2x t 3x STUDS - STUD GR- PE DOUG -FTR 2x JOISTS - N DOUG -FIR 4x444x6 COLUMNS - 1POU(.�,ASFIR 6x HEADERS - 61 1 DOUGL4•5 FIR 4x HEADERS - •2 DOUGLAS F'r2 ALL EXPOSED MATERIALS OR MATERIAL N CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. E XISTIN G DRIVEL -Ar 1343E Gradng Legend EXISTING GRAZ ES: FINISHED GRACES: GRAS ES: Fbor Area Ratb: EXISTING BUILC NG3 PROPOSED AE PITiON TOTAE LOT AREA ENTAGE sE NOTE: \ ALL SOIL EXCAVATED SHAL - BE . RULED OFF 5i E. Legal cater LOTS 35 -36, OF SUNNYDALE GARDENS DIVISION NO.1, LOT 35 LESS S 486.82 FEET AND LESS W 10 FEET AND N 3C FEET OF LOT 36 Plot Plan ErCALE: 1"120-L;" • 2134 SOFT. 3,493 SOFT. 6 SQ.FT. I8,120 SQFT. 0.333 4.0' EL. 4.0' EL Tax Acccunt Nunbers 810e60-0130 Zonng LDF n �• EX / S% SF�P %/C Ta /,jF 6E474 / SS/ONE10 TB kG HEn[. TH PE,eitt / f_ erc iveA) sEarrc srs7Fti itis77k.4 oN 4.3 CARPENTRY HARDWARE A. BOLTS SHALL BE ASTM A-301 B. WASHERS SHALL BE MALLEABLE IRON WASINERS(MIN). C. NAiLS SHALL BE COMMON, AfMERIC�N OR CANADIAN MANUFACTURER ONLY. D. LAG SCREWS, SHEAR PLATES - SEE NATIONAL DESIGN SPECIF; :A'ION. E. ANCHORS AND CONNECTORS SHALL BE SIMPSON, TECO, BOWMAN OR OTHER Ic50 APPROVED. F. PROTECTION HARDWARE EXPOSED TO WEATHER OR TO VIEW OR IN UNHEATED PORTION OF BUILDING SH-,LL BE GALVANIZED. 4.4 MINIMUM NAILING - PER 1997 UBC TABLE #23 -I -Q 4.5 PLYWOCD EACH SHEET SHALL BEAR THE TRADEMARK OF T'-4E AMERICAN LYWOOD ASSOCIATION. ALL GRADING SHALL C� �NFOR 1 TO Pb 1. USE THICKNE:. _ AND NAILING AS SHOWN ON THE DRAWIN'i5. ALL PLYWOOD SHALL BE EXPCS.ARE I. EXCEPT AS OTHERWISE SHOEN OR NOTED, PROVIDE THE FOLLOWING MINIMUM NAILING, PANEL EDGES 8d AT 6" ON CENTER, INTER!'1ED;ATE SUPPORT Fed AT 12" ON CENTER ON ROOF AND 4:ALLS AND 10d AT 10" ON CENTER ON FLOORS. 4.6 GLUE- LAMINATED TIMBER ALL STRUCTURAL GLUE-LAMINATED TIMBER MATERIALS, MANUFACTURE AND QUALITY CONTROL SHALL SE IN CONFORMANCE WITH VOLUNTARY PRODUCT STANDARD P.S.56 "STRUCTURAL GLUED LAMINATED TIMBER ", AND ALL MEMBERS SHALL BE MARKED WITH A UALITY MARK THEREOF. ALL PLIES SHALE 5E DOUGLAS FIR COAST REGION. CAMBERS ARE AS SHOWN ON THE DRAWINGS. ALL MEMBERS SHALL BE EITHER COMBINATION 22F -v4 (SIMPLE SPAN) OR 22F -V8 (CANTILEVERED OR CONTINUOUS SPAN) AS APPLICABLE. ALL MEMBERS SHALL BE INDUSTRIAL APPEARANCE AND SHAD.. BE GLUED WITH WATERPROOF ADHESIVE PER P.S. 56. ARCHES SHALL BE COMBINATION 24F -v8 AND HAVE EXTERIOR GLUE, ARL.H TECTURAL GRADE. 6.0 MISCELLANEOUS VERIF"r ALL DIMENSIONS AND CONDITIONS PRIOR TO PROCEEDING. PROVIDE EREC'' BRACING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFNESS ARE INSTAL ..ED. REFER TO ARCHITECTURAL PLANS FOR WALL. OPENING, ARCHITECTURAL TREATMENT AND DIMENSIONS NOT SHOWN. REFER TO MECHANICAL AND ELECTRICAL PLANS FOR SIZE AND LOCATION OF ALL OPENINGS FOR DUCTS, PIPES, CONDUITS, ETC., NOT SHONE 6.0 TABLE OF AREAS NEW LIVING AREA 2,023 SQUARE FEET NEW GLAZING AREA 295 SQUARC FEET NEW GLAZING 45 A PERCENTAGE OF NE'.4J FLOOR AREA • 1 4E2% 1998 EASHiNG "ON STATE ENERGY CODE WINDOWS b5 'U' VALUE OPTION NO. 4 MED „11"1 GAS FURNACE WITH MAN. 0.18 AFUE S. 156th i I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. BY Date Permit No. SEPARATE PERMIT REQUIRED F : ffirmECHANICAt. ,f (lfE LECTRICA 1 -r LUMBING GAS PiPINGI CITY OF TUICIMILA BUILDING DIVI ION Ae I RAGE GOi /t T 1V o06/70/ PJORS .40 'U' VALUE These plans have been reviewed by the Public Woras Department for cootbrinatios with comet City standards. Acceptance is abisct ss ernes $R omissions which de fact asibesho vielsdese at adopted standards or oidiwress. for the adequacy of for trio tisM1 trl designer. Addition*, dillies at MOMS Is Ins droving' after this darter air void ilt emporms • . and will require • rawbeied d MIi1d L • for subsequent wont. . 7 .. is oblige M �i ` / Final erns csacr the Pic Weds OWN 1 TABLE II-1 PRESCRIPTIVE REQUIREMENTS" FOR GROUP R OCCUPANCY CLIMATE ZONE 1 gor NO CHANGES Si'U• BE MADE TO "NE SCOPE OF WORK WITHOUT PRIOR TONAL OF TUKWILA A BUILDING DIVISION, NOW PON :rt. p� StONr RAN ! 111156. 1W►Y�'��� ' 0 , Q D03--156 • - _ - Awroc: . :. - fw•v- 7,"_.. -•.1 a _ .:rs. , . 1 I 4 r C W LLJ Z J c W L1 Z > W < 5 c : r 1 I ' .6.0 aer _.2.116.rt• • 21 • spas_ a- ■ Int! • I co co co rn Z zo � Q w o got cr W to ziai co O%O I NO. DESIGN DRAWN ISSUE DATE LATEST REV. UJ iJ CO co Q cc c0 cN NJ GENERAL NOTES, PLOT PLAN i • DGW • DGw : 11/21/00 : 01/17/01 A s I , 4 t.+ METAL GUTTERS BEVEL SIDING COMPOSITION ROOFING 1" x CEDAR TRIM AT CORNERS AND OPENINGS EXISTING AND FINISH GRADE 0 r SCALE: 1/4' =1' -0" SCALE: I /4' =!' -0 X • 0 I'x TRIM \orth Sou S 8 O.N. DOOR ROOF (PER ELEVATION) OVER ROOFING FELT INTER`;,"OvE,• O IER SI4EATNING (PER WALL SECTION) OvER ROOF FRAMING ' PER PLAN) AT 24" O.C 2 "x BARGE BOAR 2"x BLOCKING RAKE (PER ELEVATION/ SIDING (PER ELEvATIONS) OVER IS L5. BUILDING PAPER OVER 6HEATNING (PER WALL SECTION) OVER 2"x STUDS AT 16" O.G. SCALE = i "•1' -0" N 2x10 BAND . �I /MET. L. FLAB 4ING '9 8 O.N. L JOR PROPOSED ADDITION Hovaton EX E,TING P4OUSE HovaUon GABLE END W/SIDING , raMo•r wm, yam. • ••■■■•■... _. ' WNW • ••■ • NC SCALE x 0 L. _ _ .1.... J COMFOSITIO. ROOF NG NOTCHES- MAXIMUM DEPTH, 40 CF 1.i11DTN. 2x4 -'.4• (1.3/16 ") DEEP NOTCH 2x6 -2.2" (2-") CE P NOTCH BORED HOLES- r4,x1r um EZE :v HOLE,60-, OF WIDTH 2x4 -2J• (2 -1/8 ") DIA. HOLE 2x6- 3.3 " (3- 5. '(c "�C= +.tiG�E I PORTION OF STUC REI`1LINING AT NOTCHES OR HOLES SI BE SOUND L "TNOuT EXCESS /E STRENGTH-REDUCING PROPER' ES SUCH •,S KNOTS, S''L ITS, EX :ESS "✓E SLOPE OF GRAIN, ETC. INTERIOR NONBEARING WALLS STUD PENETRATION 4----5/8" MIN. EDGE DIST4NCE �.. —STUD C44.0? 3 EXISTING HOUSE PROPOSED ADDITION P03 ..i57 BORED HOLES- MAXIMUM SZE -HOLE, 40% OF ITN 2x4 -1.4" (1.3/8'') DIA. HOLE 2x, -22" (2- 3/'6 ") DIA. NCLE BORED HOLES IN DOUBLE 5TUDS- MAXIMUM SIZE IN HOLE IN DOUBLE S'JDS 60% OF ttI+DTH. NO MCRE THAN TWO ADJOINING DOUBLE STUDS TO BE BORED. 2x4.1.4" (1 -3/8 ") DIA. HOLE 2x6 -22" (2 -3/6 ") pIA. HOLE NOTCHES- MAXIMUM DEPTH, 25% OF r••lTH 2x4 -,81" (1/8 DEEP NOTCH 2x6 -I.31" (1.318 ") DEEP NOT O1-1 EXTERIOR WALLS AND BEARING WALLS ( STUD PENETRATION JJ 4-- `✓TUD 4 - 5t8" 11 N• EDGE D,3TANCE WIDTH 12 "x18" GAE3LE END WENT 12 KiTC EN LAUNDRY M. B•.TH BATH 2 E3AT,... 3 5EvEL 'SIDING 1" x CEDAR TRIM AT CORNERS AND OPENINGS 2x10 BAND W?TP- METAL FLASHING EXISTING AND FINISH GRADE JENNAIRE C -203 62 80 L6 NUTONE QT -80 62 80 it NUTONE QT -80 62 80 L5 N TONE QT -80 62 80 LS NuTO0E QT - 62 80 it SOURCE SPECIFIC ,4 FAN SHCEDULE NO SCALE sEcovE A rt oF OA 2 Lug POW SEA PROJECT NO. DESIGN DRAWN ISSUE DATE LATEST REV. ELEVATIONS, AND DETAILS A2 : DGW : DvW : 11/21/O( b P. AC �f N. SCALE. /4 ' .1' -0" NO SCALE 4" MAX: FIRE BLOCKING AT MID -SPAN AND AT WALL ALONG STRINGER BETWEEN STUDS 10" 1" West Elevation SCALE: V4 .I 0 1.1/2" ROUND M.N. CONT. HANDR.:. tL East - levation BALUSTERS TO CONFCRtM1 3U UBC SEC. 3306 5/e TYPE X" We BE L Cw STARS (3) 2)d2 6TR 'JGERe TYPICAL INTERIOR STAIR EXISTING )~OUSE 0 P�'c;; FOSE✓ ADDITION - -___. _- -. -- (2) 2x TOP PATE WINDOW AEA: R 'IF APFLICAF3LE) (SEE FRAMING PLAN FORS ZE) NAIL SHEATHING TO HEADER AT 6" O.G. BOTH WAYS (OR PER SHEAR WALL TABLE) (2) 2x 5TuDS, NAIL SHEATHING TO EACH STUD 8d NAILS AT 6" O.C. ALL PLATES, HEADERS, AND STUDS j SHEATHING (PER WALL SECTION, STH014 TIE ANCHOR 'NAIL TO BOARD FORP' BEND UP AFTER CONCRETE CURES.: USE (38) I6d SINKERS EACi4 (MINIMUM 11/2' EDGE DISTA* 2x P.T. PLATE, NAIL SI- ;EAT► -ING TO RIM JOIST AND BOTTOM PLATE ANCHOR BOLTS PER SHEAR WALL TABLE OR UJALL SECTION LOTH MINIMUM 1" EMBEDMENT (uSE 2 "x2 "x3 /16" PLATE W16S IERS: FLOOR JOISTS (REFER TO PLAN =--1 FOR JOIST SIZE AND DIRECTION; r:-R (S =E P....;N LATERAL SHEAR WALL DETAIL NO SC«E x O iii OCIAOIS 12"x!8" GABLE END VENT X O X O PROPOSED ADDITION COMPOSITION ROOFING —METAL GUTTERS BEvEL SIDING EXISTING AND FINISH GRADE )()3 -I�o 1" x CEDAR TRIM AT CORNERS AND OPENINGS (IS) SIMPSON SD51/4x3 WOOD - SCREWS AT SIMPSON PHD6 1/8" RCUNL'7 THREADED ROD - (WITH SIMPSON SET EPDXY ADHESIVE) TOP OF 2"x PL ATE ----� CONC. STEM WALL BELOW 8STB28 ANCHOR BOLT Air mr, ri Aue 5" MININIUM EDGE DISTANCE ISTANCE TU 4E4 ®HOLDDOWN D COMPOSITION ROOFING METAL GUTTERS BEVE... SIDING 1" x CEDAR TRIM AT CORNERS AND OPENINGS 2x10 BAND WITH METAL FLASHING EXi$TING AND FINISH GRADE (I) NO.4 BAR TOP AND (2) NO.4 BARS BOTTOM CONTINUOUS AND NO.4 VERTICAL AT I6 "O.C. Ili 0 (ALTERNATE 'HOOK) �` �� 8 .. 4 , � FOOTINGS 1p REST ON FIRM UNDI5TURPED SOIL I6" r TYPICAL WALE. S ECTION SCALE = 1/2" I 1' -0 o•a 4o SHEAR WALL NAILING COMPOSITION ROOFING OVER 30L. ROOFING FELT (1NTER.LOVEN) OVER Ir2" APA RATED SHEATHING OVER PRE- ENGINEERED ROOF TRUSSES A' 24 "0.G. WIT►. R -38 INSULATION WIND BAFFLE (I" CLR VENTED [BLOCKING METAL GUTTER LL "TH Ix6 FASCIA DOUBLE 2x6 TOP PLATE bie GYPSUM ,,1)ALL BOARD SIDING PER ELEVATIONS OVER I5:_B. BUILDING PAPER OVER 1/I6" ARA RATED SHEATHING OvER 2x6 STUDS AT 'b "O.C. WITH R -I9 INSULATION AND 1/2" GYPSUM WALL BOARD 2x6 SOL E PLATE 2x10 RIM JO:ST D JUBLE ?xi? TOP PLATE —~ 3/4" T/G APA RATED FLOORING OvER 2x10 NO: I-F. FLOOR JOIST AT 16"0.C. WITH 5/8" TYPE 'X' G.W.B. AND R -19 BATT INSULATION 2x6 a TUDS AT 16"0.C. R -i9 BATT INSULATION 4" CONCRETE SLAB OVER 6 MIL VAPOR BARRIER OVER 4" OF CLEAN SAND OR GRAVEL 2x6 TREATED MUD SILL WITH 5/8" A.B. AT 48 "O.C. AND WITHIN 12" OF ENDS, MIN. -1" EMBEDMENT (USE 2 "x2 "x3/16 " WASHERS) EXISTING AND FINISHED GRADE FLOOR JOISTS (PARALLEL CR PERPENDICULAR, SEE FRAMING PLANS) I6d PLATE TC PLATE RIM JOIST TYPICAL NAILING SIMPSON LTP4 (OR 434'S ABOVE) I6d PLATE TC PLATE FOR SHEAR WALL COMPONENTS SEE FRAMING PLANS NO. CF STUDS PER PLAN (4) 1/8" Dlr.. BOLTS v►wavaa, amaahasamemiiiimaaamoeikaamairommemaam. I 1/8" ROUND THREADED ROD-1-1 FLOOR JOIST (4; 1/8" ROUND THR: -BOLT AT SIMPSON H 104 6x POST g :lAILI.taaILIPAI it (4)1/8` ROUND THRU -BOLTS AT SIMPSON HDImA TOP OF 2 "x PLATE CONC. STEM WALL BELOW >C 1/8" ROUND THREADED ROD HOEDOWN DETAIL K "1"/ SCALE a 1'0 UPPER FLOOR MAIN FLOOR 5" MINIMUM EDGE D I STANCE • a0 9 00 36 4 iio SIMPSON 434 (OR LTP4'5 BELOW Ps _g OF U Vio 110 2 3 t>v' PEA CENTER CO co oo rn z z 0 o o > z,5 . 0 'it W W � m 0 � ELEVATIONS, AND DETAILS PROJECT NO. DESIGN DRAv,N ISSUE DATE LATEST REV. A3 • DOW • DGw : 11/21/OC Lu n d) w Q 40' -4D" EXISTING HOUSE 8 i 1 -0" S '''-e" EX STING HOUSE 43' -0 .. 14 -Cu NOTE: VERIFY SMOKE DETECTORS IN EACH BEDROOM AND IN EACH 4-4 ,LLWb(, TYPICAL EACH LEVEL, N5TALL BATTERY OPERATED UN TS IF NEEDED x v -0" ■CALE: 1/4''sr-0" existing bedroom existing bedroom existing bedroom existing utility EXIST A�� DCCR , FIR OUT E < STNG LULL 2" utility/ mud room 14.33x10.5+ 5' -8 3/4" II' -0" 1/2 WAL L I00 CFM FAN, 01. HOUSE D R` E R , V.T.O. uP 8 -e I/2" DOWN g �n 46' -0 • PROPOSED ADDITION an Level Floor PIGS 4 PROPOSED ADDITION 2 I ON 9' -0 ' / _ 9' -0 Q1 -p9 " \ / \ / \ / I \ / \ / \ / X X / \ I / \ / \ / L Y °.1 D OOR \ / ax8 0.1 -i. �iC)OR • NOTE: 5 '8" TYFE 'X' G.wS To IROUGHOUT GARAGE fcxb POST, TY CAL I 3/8" SOLID CORE DOOR, WITH SELF CLOSER 5/8" TYPE 'X' G.JB UNDER 3TAIR5 6" DIAMETER ''OUTSIDE ,4IR" DUCT TO RETURN AIR DUCT. XISTING: 1, SQUARE FEET r- ROP03gp: upI SQUARE FEET TOTAL: 2,042 SQUARE FEET garage 24x60 26'-111/2" 8'' CONCRETE RETAINING .jJ4LL II' -9 1/4" b3-15 CO PO \ 414S PNI vty ,i ,) „Ott - - 4 04'1? voitA d pi woo c*""' i CC Q' W W -.I z 0 i 7_ J o W W � �cD < C� � -J < CO �� Z --i r :, --J N N �� c.0 -y� v 0 � + 1 :-- 0 . CO CO Co CD .z Z 0 QLLfl— ow- 0> i•tc < (i) Q 1--- i Xi— Q w Lu .44. < ....i cc _ _ , LU Lo m a 1 (12#1 D i L° i- MAIN LEVEL FLOOR PLAN PROJECT NO. : DESIGN : DOW DRAWN : DOW ISSUE DATE : 11/21/0( LATEST REV. : 03/20/0 A4 s 0? N 40'49" EXISTING NOUSF. r L INE OF EX STING ►-OUSE BELO- 4(a' -0" EXISTING HOUSE - - 1 86' -m" r J 9' -6 '/4" play area 14.33x10.5 36" WALL " 1•� WOOD' CAF 5 -8 3/4" 86' - " ?2 ' 9' -2 i/2" PROPOSED ADDITION 46' 0" 46' -0 hall 3 -11 V2" PROPOSED ADDITION 'r 13' 0 ' bath 7x10 5 FAN CFFM FAN 2' utility hail Sp I' SHERI DWI ER tV.T.C. 4 CP 1 FAN N 24 - bedroom 2 24x12 eve r�r an EALE::.'4 ": l Jp per pRCPO8E0: I111 Sal41RE FEES 6 bedroom 1 23x11.5 3 6' -2 1/4" n Mme{ Y7 � C POLE /SH LF E �� W 110 VOLT Sh"OKE : ETECTCR MITER - CONNECTED Wi T.4 BATTERY a ±CK ,:P - TYP. I I. 0 " 4c sewing room 11.25x12.33 bonus room 1 11.25x72.33 i;)I I /2" 1' so 800K 51-1E L VE 5 b' -5 1/2" SOOK SHELVES U1 COI � 200 a "* ti v t ,, w , t)03.-/s RECEIVED Cat' OF TUKWILA 2 ) LVVJ PEROT I 1 oo oo 00 rn Z Q F. (.9 c n ii :;: Z > s I I-- 0 vrt aa� W �t --I--- CC W° m �(p to � UPPER LEVEL FLOOR PLAN A5 PROJECT NO. : DESIGN : DOW DRAWN : DOW ISSUE DATE : 11/21/0( LATEST REV. : 4 5/8' TYPE 'X' GYPeal ) r WALL BOARD 6x6 TREATED P SIMPSON CB66 COLUMN 4" CONCRETE SLAB 6 MIL BLACK VAF BARRIER ON 4" OF SAND OR GRAVEL BASE ON CLEAN o O �� dG �O g o p $ • •. � o O ca m ---r— • oo p T .-,f? (3) NO.4 WAY Nom ' . ,.. • ' ' ° BARS EACH (SEE PLAN) ` ISOLATED FOOTING SCALE • 1 "•1' -0" QGUU04I 1/2" GYPSUM WALL BOARD (BOTH SIDES) ON 2 "x4" STUDS AT 16"0.C. 2"x4" PRESSURE TREATED MUD - GILL WITH ANCHOR BOLTS PER SHEAR WALL TABLE AND WITHIN 12" OF ENDS, MIN. 1" EMBEDMENT 4" CONC. SLAB OVER BLACK 6 MIL VAPOR BARRER OVER 4 CLEAN SAND OR GRAVEL I? . R)•, o � Q 1 - - ) 0 0 • 0 0 0 off. (3) NO.4 BARS CONT. FOOTING TO REST ON FIRM UNDISTURBED SOIL © FOOTING DETAIL SCALE: I" . 1' -0" MANUAL SWITCH 24 I-IOUR TIMER SWITCH DUCT FROM RETURN AIR SIDE OF F.A.U. TO OUTSIDE PER TABLE 3 -5 OF WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE FLOW CAMPER SET TO ALLOW 35 ACH MIN, .5 4CH MAX CENTRAL FORCED AIR UNIT FAN SUPP:-Y DUCTS VENTILATION DIAGRAM NO SCALE FIELD NAILING PER SkEAR ;/ALL SCHEDULE 2x6 STUD PANEL EDGE NAILING PER SHEAR WALE. SCHEDULE LAP SHEATHING CONTINUOUS ACROSS END STUD OF - PERPINDICULAR STUD PANEL EDGE NAILING PER SHEAR WALL SCHEDULE FIELD NAILING PER SHEAR WALL SCHEDULE EXTERIOR WALL SHEATHING PER SHEAR WALL SCHEDULE SHEARWALL CORNER SCALE: I" • 1' -m" 0 $O 0 0 t>Cs1JC) 36 EXISTING ROOF F RAMING TO REMAIN EXISTING UTILITY EXISTING CRAWLSPACE Partlal Eau SCALE: 1 /4 "•1' -O' NOTE: BACKFILL WALL. PRIOR TO INSTALLING FL FRAMING EXISTING ANC FINISHED GRADE NO.4 REBARS AT 12" O.C. - iOR''ONTAL NO.5 REBAR5 AT 12" O. C. 'VERTICALLY (HOCK INTO SLAB NO Lo4PS PERMITTED) NO.4 REBARS AT 18" O.C. EACH WAY AT CENTER OF SLAB (4) NC.4 CONTINUOUS IN FOOTING SCALE: I" • 1' -0" PLA`r AREA PRE - . ENGINE E RED ROOF -- TRUS: ES AT 24" 0 C. REMC y/E EXISTING ROOF FRAMING 2"x10 NOZ D.F. FLOOR— JOIST 3 AT 16" O.G. 4" CONCRETE 81...415 ON 6 MIL BLACK VAF'OR BARFZIER ON 4" CF CLE•:N SANG OR GRAVEL: U T I L I' Y/ IUD ROOM ....".... RETAINING WALL ding SecUo 8" 8 X31 V EXIS IN's 4,1p FINISHED GRADE Pi-CE WI'T* (18) SGS1i4xc3 WOOC SCREWS TO (2) 2x STUDS (USE I8" ROUND 5STB:8 ANCHOR SET E ADHESIVE) Is _J XISTING ,-OUSE E <ISTING HOUSE i 4' „ existing crawl pace 6THDI4 WIT-, (3e IEd SINKERS TC (2. STuDe PHD2 WITH 'IC) 5DSI /4x3 WOOD SCREWS TO '2) 2x STUDS (USE 5/e S:JUND TI- TREADED ROD EMBEDDE:) 9 1/2' WITH SIMPSON ET EF.?X`') 4" CONCRETE E 6 MIL BLACK v BARRIER ON 4" SAND OR GRA'. TO DRivEWAY 18 "x8" : EEP THICKENED 5t..4 3 __ W$TP., (3) NC.4 CONT. DETAIL - 4 =,C, I S' P DOWN TC ° OF I1' -fd" 4 3 ON --- I POR CF CLEAN EL (SLOPE �) STEP DOWN TOP OF WALL 8' -m I/2" 1 I I I I I I I I_I I /�-//. "I I 11 I ..L'r 1_ _in_ Mos _1.10 1/2" r 46' -m" • w v \ --STEP' DOWN I TOP OF M ►n 4" CONCRETE SLAB ON 6 MI.- BLACK VAPOR BARRIER ON 4" OF CLEAN SAND OR GRAVEL (SLOPE TO DRIVEWAY 3 ") 8" CONCRETE RETAINING --- WALL ON 52 "x12" CONCRETE OOTING, SEE DETAIL 5 /A6 PROPOSED AGD'TION PROPOSED ADDITION 24' -m" 9' -3" RO. 29' -0" L �7 Li 30''x30"x12" CONCRETE PAC WITH (4) NO.4 BARS, EACH 1,LAY, T`r PICAL, DETAIL VAC, 8" CONCRETE WALL ON 16 "x8' CONCRETE FOOTING (TYPICAL) 8" CONCRETE RETAINING WALL ON 52 "x12'' CONCRETE FOOTING, SEE DETAIL 5/A6 wF- o 26'•11 I / ?" P��rtial I oundation Plan i' -9" 4 -1G 0A tine -4 (4) 1/8" RND. BOLTS TO bx POST WITH SE TBs' 3 ANCHOR BOLT (EMBEDDED IS" MIN.) i 9' -3" RO. 11'..9 1/4" r SWF C Al REPSNI-A 2 3 '00 ENO CENTEP CO CO T CO Z Z O O p W 0 > QQQ IF- FOUNDATION CC - PLA AND DETAILS PROJECT NO. : DESIGN : DOW DRAY% : DOW Issu E DATE : 11/17/0( LATEST REV. : A6 Shoar WaH Table TYPICAL SHEARWALL NOTES 1.) ALL NAILS SHALL BE COMMON NAILS COMPLYING WITH DIMENSIONS S1°ECIFIED IN FEDERAL SPECIFICATION FF -N -1058. 2) ALL NAILING IS PER U.B.C. TABLE 41 -1 OR 25 -K 3) 6/8" DIAMETER CINCH ANCHORS WITH 2 1/2" MIN. EMBEDMENT MAY BE USED IN LIEU OF 5/8" DIA. ANCHOR BOLTS. 4) 1 1/2"x 14 GAJGE STAPLES MAY BE USED IN LIEU OF 8d NA'L S. 5) ALL FRAMING LUMBER (STUDS, PLATES AND BLOCKNG. FOR sHEARWALLS AND DIAPHRAGMS SHALL BE SPF OR BETTER b) PANEL EDGE NAILING APPLIES TO ALL STUDS ATTACHED TC -1OLDOWN HARDWARE. 1.) ANCHOR BOLTS SHALL BE EMBEDDED AT LEAST 1" INTO THE CONCRETE. PROVIDE A MINIMUM OF (2) ANCHOR BOLTS PER PIEr.;E, a1ITH ONE BOLT LOCATED NCT MORE THAN 12" OR LESS THAN 5" FROM EACH E :D. PLATE WA5HERS A 7`1 N (MUM OF 2 "x2 "x3 /I6" SHALL BE USED ON EACH BC :.T. SH EAR WALLS MARK CALLOUT SWA SWC SWE SWF USE 3.'8" EXPOSURE 1 APA RATED SHEATHING, ALL P.:.NEL EDGES BLOCKED, WITH 8d NAILS AT b" O.C. AT ALL PANEL, EDGES AND 8d NAILS AT 12" O.G. AT FIELD, 5/8" ANCHOR BOLTS AT 48" C.G., 16d PATE TO PLATE NAILING AT 6" O.C., LTP4 CLIPS AT 24" O.C. MAXIMUM (MINIMUM (1) PER JOIST SPACE, OR A34 CLIPS 20" O.C. MAXIMUM, MINIMUM (1) PER ,JOIST SPACE). USE 3/8" EXPOSURE 1 APA RATED SHEATHING, ALL PANEL EDGES BLOCKED, WITH 8d NAILS AT 3" C.G. AT ALL PANEL EDGES AND 8a NAILS AT 12" O.C. AT FIELD, 5/8" ANCHOR BOLTS AT 24" O.C., 16d 1 °LATE TO PLATE NAILING AT 3 1/2" O.C., LTP4 CLIPS AT 16" D.C. MAXIMUM (MINIMUM (1) PER JOIST SPACE, OR A34 CLIPS 10" O.C. MAXIMUM, MINIMUM (1) PER JOIST SPACE). SEE NOTE BELOW. USE 3/8" EXPOSURE 1 APA RATED SHEATHING, EACH SIDE, ALL PANEL EDGEr BLOCKED, WITH 8d NAILS AT 4" O.G. AT ALL PANEL EDGES AND 8d NAILS AT 12" C.C. AT FIELD, 5/8" ANCHOR BOLTS AT Ib" C.G., l�� PLATE TO PLATE NAILING (2) ROWS AT 5" O.C., LTP4 CLIPS AT 12" C.C. MAXIMUM (MINIMUM (I) PER J O IST SPACE, OR A34 CLIPS 1" O.C. MAXIMUM, MINIMUM (1) PER JOIST SPACE). SEE NOTE BELOW. USE 3/8' EXPOSURE I APA RATED SHEATHING. EACH SIDE, : _L P..lNEL. EDGES BLOCKEC, w'TH bd NAILS AT 2" C.G. AT ALL PANEL EDGES AND bc, NA LS AT 12' O.C. AT FIELD, 5/8" ANCHOR BOLTS AT 12" C.C., I6d PLATE TC PLATE NAILING (2) ROWS AT 3" O.C., LTP4 CLIPS (2) 4 12" O.C. (ALTER. SIDES) MAXI., (MINIMUM (I) PER JOIST SPACE, OR A34 CLIPS 4 i /2" C.G. I•'AXIMUT"', MINIMUM (I) PER JOIST SPACE). SEE NOTE BELOW. NOTE!!! ALL FOUNDATION SILL PLATES AND FRAMING MEMBERS, INCLUDING BLOCKING, RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL BE A SINGLE NOMINAL 3'x OR LARGER MEMBER. THE FOUNDATION SILL PLATE MAY BE REDUCED TO A SINGLE NOMINAL 2'x MEMBER IF THE ANCHOR BOLTS ARE PLACED AT HALF THE SPACING LISTED IN THE ABOVE TABLE (EXCEPT FOR WALL TYPES E AND F, THEIR SILL PLATES MUST BE 3'x). PHDb WITH (18) SDS1 /4x3 WOOD SCREWS TO (2) 2x STUDS (USE 1/8" ROUND SST528 ANCHOR WIT• SET EPDXY ADHESIVE) u; clot 9 41 g )4 L11 PHD2 ;J1TN (10, 5.77)S1/4>(3 WOOD SCREWS TO (2,' 2x SUDS (USE 5 /a" RC6. \^ THREADED ROD EMBEDDED a 2 WIT S!MPSON ET EPDXY 4x8 NO2 DF WC HE..Z)ER MIND .■II SWA ST+ -ID14 II;ITH (38) 1ecd SINKERS TO :2) 2 "x SUS NO.2 HEADER DF. SWC 2x12 (FL .45H F L t EN3TH I 1, Tr SWA 1 F l�l 4x8 NO 2 DF. HE,4 DE .2 .t- (2) 2x(2' NO H.F. (FLUSH FRAME) DOUE.E JOIST , WITH , : , DJACENT �rr ARaA� L ! i '16 14 AP (INSTALL CN'ST14 1 'EF2 DETAIL I /A1) Vain bevel Floor Plan I i SWF ►r -1 I(dA WITH (4) - /8" RhD. BCLTS TO ex POST WIT 6STB28 ANCHOR BOLT (EMBEDDED 15" MIN.) CM 4x8 NO2 D.F. HE -DER SW I I, r 0 ra ALL ROOF FRAMING TO BE PRE- ENGINEERED ROOF TRUSSES AT 24" C.G UNLESS OTHERWISE NOTED. ALL EXTERIOR OPENINGS SHALL HAVE 4 "x8' NO2 OF. +4EADER5, UNLESS OTHERWISE NOTED. ALL FLOOR JOISTS TO SE 2x10 NO.2 F. AT 16" O.C., UNLESS OTHERWISE NOTED. . ALL 61 -IADED AREAS SHALL BE 2"x4" NO2 HF. BACKFRAMING AT 24' O.C. (BRACE TO BELOW WHERE SPAN EXCEEDS 1' -0") UNLESS OTHERWISE NOTED. ROOF D IAPHRAGM: 15/32" EXPOSURE 1 AAA RATED SHEATHING. UNBLOCKED, WITH 8d NAILS AT 6" O.G. AT SUPPORTED PANEL EDGES AND 8d NAILS AT 12" O.C. AT FIELD. DOUBLE TRUSS BOTTOM CHORD AL , GNED WITH WALL CMST'4 STRAP WITH lead COMMONS ---> AT 3 1/2" O.C. (NAIL UP INTO TRUSS WHERE NC WALL BELOW, NAIL DOUN INTO PLATES ELSEWHERE) SECOND ;:L OOR e_t VEL DouaLE JOIST AL IG'NEr- w I WALL CMST'4 CTRAP leaa COMMONS AT 3 72' C.C. (NAIL. UP INTO JOISTS WHERE NC BALL BELOW, NAIL DOWN INTO PLP.TES ELSEWHERE) NOTE WALL AND ROOF SHEATHING NOT SHOWN FOR CLARITY STRAP DETAIL SCALE = 1 " =1' -0" g Notos SCALE: V4 i' - _rue worsoi 1 HEADER DF. FLOOR D i API- HRAGM: 3/4" EXPOSURE I APA RATED SHEATHING, UNBLOCKED, WITH I00 NAILS AT 6" O.C. AT SUP - PORTED PANEL EDGES AND led NAILS AT 10" O.G. AT FIELD. 4x8 NO2 DF. HEADER CGS :C R' DGE Roof Fra SUVA FULL ENGT OF GMSTI4 4x8 Np.2 DF. HEADER Tifl Ow zQ u: r-ict Z 0114 CO H I x v u Ow z� vz II SWA I I' Plan 4x8 NO2 DF. 4x8 NC.? DF. HEADER SWA ALIGN DOU TRUS U7fT� ADJACENT sHE (INSTALL CMST;4 PER DETA1 1 /A1) = ----- 4x8 NC.2 D.F. HEADER 4x8 N' ? ; F. HEA^E -. SWA CITY OFE `UKWILA Ma► 2 3 ' u∎13 PERMIT CENT ...to .1. I 1°.1 sw o pv6 ••••••••..:.••••••••■ .• _ • ♦....- ... -.a.+ ..1._.. .. 404.. • ...0.••••i.4••• ••••••••-•• r ....:s.. co rn z Z O w I- � W Z aQ a 0 W � J cc — W m co 0 to n I'- I'-' FRAMING PLANS i PROJECT NO. : DESIGN :DCW DRAWN : DG ft ISSUE DATE : 11/20/0 LATEST REV. : 03/20/C A7 4...x....1 M. File: D03 -0156 35mm Drawing #1 07/28/2003 22:59 • Bo 425427 68411111114251 S . .lr SLj4S I,.,Sr 38' • • • 0' i 38' 19' . 40'. • Existing Dr of eld area 10' TED MORTEL HOUSE Valve Box 44' (2") transp 1 7 ass 200 pvc pipe _•,___•._ - 102 • ., ar 92' PAGE G 12 Assumed elevation 100 trol Point House to be remod into 4- bedroom sinlge- family elevation 101' Exist2n s tank Sl ve transport line with (to bed c 4" 1 3034 in driveway 1 1: soil d rca we Drai larg cl r Huard Septic Design TDM '1560 Tuck L ob # ax Dave Huard Certified Designer isposal : NW Corner hamber de pressure trench - -If a garbage um septic tank ons ust discharge areas Id trench trench 'ne e t 0 A J. • Monitoring, LLC onstruction th AVE S. •lla, WA 98188 02 6 -11 -03 el #810860 -0130 SITE PL On -Site Sewag Control Point Descripti Existing House Install 1000 gallon septi Install 1000 gallon pump Install 240 lineal fcct 2' a minimum of 7' on -cent Stub -out elevation 99' Septic tank invert 98' Pump intake elevation 9 NO GARBAGE DISPO grinder is desired the capacity shall be 1750 All storm/footing drains away from draihfield an 1k/ g d 1 irport Proposed remodel area ;ioned) 0 7/28/2003 22:59 RECEIVE') JUL 2 8 2003 TuKtiv Puso ?• , . c' M' ., C.CrUN w FIKs er %., i ''v ''.` .:A L1 '; / .• , « _ `' ! is 1 1 1 • 15 ���'• 1 1 111 III .1 I 1 111 III III III III III Inch1 /16 1 1 I 1' j l 1 1 1 111 1 li d i 4I 5 ) I I ICI 6 I • NESTCOTT® Since 11172" 96 I I Et Z6 14 06 6 9 L 9 9 b £ Z W o 11 11.1I IIIIIIII I 4254276 8411111114251 30' ingress /egr TED MORTEL HOUSE SCALE 1"=20' PAGE 13