Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit 6786 - Leschi Trading Company - New Single Family Residence
6786 91-364 leschi trading company 14271 macadam road Permit 6786 - Leschi Trading Company September 14, 1992 City of Tukwila Department of Community Development Mr. David. Hawkins Leschi Trading Company 3601 East Terrace Seattle, WA 98122 RE: Building Permit Number Dear Mr. Hawkins: John W. Rants, Mayor Rick Beeler, Director conversation with Duane Griffin, Building Official, your Permit Number 6786, issued September. 19, 1991, has Your permit is now null and void. If you wish to with this project at a later date, you will be required to a new application, plans, and plan review fee. , If you have any further questions, please call me Per your Building expired. continue resubmit • h'00 .Snuthrantpr Rnida. vard. S »itp #100 • "Tukwila: WashlnPtnn . 98188. • /206).431.3670 • 'Fax. 1206) 4313665 .City of Tukwila Department of Community Development If you should need further information, please feel free to call or write. John W. Rants, Mayor Rick Beeler, Director September 14, 1992 David Hawkins Leschi Trading ,Company 3601 East Terrace Seattle, WA 98122 Subject: Short Plat 90- 8- SS/91 -3 -APRD Dear Mr. Hawkins: This letter is in response to your letter dated September 11, 1992 withdrawing you application for a short plat. Since you no longer wish to proceed with the short plat application, the cash assignment can be released. Phil Fraser Duane Griffin 6300 Southcenter Boulevard, Suite #100 , a Tukwila; .Washington 981 fib . "29041.300 ' Jr,* W4431-3665 PE • •N T.: V - B EDI - I• 1 year 1988 SETBACKS: N- S- E- W- FIRE PROTECTION: ❑Sprinklers C) Detectors WA UTILITY PERMITS REQUIRED? Yes ❑ No ( Public Works) ZONING: BAR /LAND USE CONDITIONS? ❑x Yes ❑ No CONDITIONS (other than those noted on or attached to permit/plans) PHONE 625 - 1665 . ADDRESS 100 South King Street, Sutie 200, Seattle', WA ZIP 98122 CONTRACTOR Owner PHONE ADDRESS ZJP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT • Dennis Mortensen PHONE 625 - 1665 . ADDRESS 100 South King Street, Sutie 200, Seattle', WA ZIP 98122 CITY OF TUKWILA Dept. of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT NO. Co DATE ISSUED: PROJECT 'INFORMATION . SUITE # VALUE OF CONSTRUCTION - $ 118 471.00 PROJECTNAME/TENANT Leschi Trading Co. ASSESSOR ACCOUNT # 152304 - 9040 -05 TYPE OF New Building Addition Tenant Improvement (commercial) U Demolition (building) U Grading/Fill WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other: DESCRIBE WORK TO BE DONE: Construct new single - family residence. SITE ADDRESS PR P ER ADDRESS CURE C.OMPLIANCE SQUARE OCC. FEET LOAD SQUARE FEET OCC. LOAD SQUARE OCC. FEET LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCC. LOAD USE APPROVED FOR ISSUANCE BY: SIGNATURE: CERTIFICATE OF OCCUPANCY NO. 1427I' Macaddm Rd Leschi Trading Co. errace. Seattle, WA I UILLUl U t- MM' I (POST WITH INSPetTION CARD AND PLANS IN A CONSPICUOUS LOCATION) BUILDING :.PERMIT::FEE: : • PIAN;,CHECKFEE BUILDING SURCHARGE` I : :: OTHER' ::.:.:: .. .:......... . � . 45:7.0 PLAN CHECK NO.: 91 -364 1PHONE 323 - 0372 ZIP 98122 BUILDING C / C OFFICIAL DATE: /- L / /- I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of lay 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 performance of work. I am authorized to sign for and obtain this building permit. DATE: C ?.. 19,9 I PRINT NAME: f)a,„ ,,J !/cu., - L e se , � , 7„, co COMPANY: is permit shall b ecome null and voi i f the work rs not commenced within 180 days from. the date' can e , or if the work is suspended or abandoned far period of 180 days from t list mspoctio: DATE ISSUED: CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 PROJECT: ADDRESS: CONTACT DATE COMMENTS INITIALS am= a a • W be • Ei A 0 C 1Z c dEM LQ,c4A- L PERMIT C jii,: E &' /r/ ircr t .4,/a (- r / 7Jed Rd RIM PLAN CHECK PLAN CHECK NUMBER 6300 Southcenter Boulevard - #100 TukwilaMashington 98188 it<) a q-..%„ade yut6- • L A _ 14I •iLl J .t0Zd rte.. ...r . / 411 F 4+ AM '74( 4/) (911 MiliC illi?llfi� l�1. ..MIL AW RMEMA! / . • root PERMIT NO. CONTACTED T DATE READY DATE NOTIFIED t (� CO `lr '"l� Y: init. PERMIT EXPIRES 2nd NOTIFICATION , BY: . (init.) AMOUNT OWING �--) 5° 3RD NOTIFICATION B Y: init PLAN CHECK NUMBER, PART BUILDING - initial review BUILDING CERMIT APPLICATION TRACKING PROJECT NAME REVIEW COMPLETED SITE ADDRESS 5L /U Ya ��. CD. SUITE NO. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) SQUARE FEET TC AL OCC. LOAD OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL 00C. LOAD 0 OTHER © A INIT: �•��� IR EM ENT'1G::C.MME SITE ADDRESS 5 j SU TE # . . ' 11 co / 4 rie VALUE OF CON .TRL t -- ASSESSOR ACCOUNT 1 ...4 .. C •N - $ da_-.�.�� .,. / 1 # ' • ® PRO4 CT NAME/TENANT ` , . c / . v_. S fl e TYPE OF &• New Building EJ Addition Li Tenant Improvement (commercial) • Demolition •uilding) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: E 7c( Z., "7 .'! -rr -' BUILDING USE (office, warehouse, etc.) IZ S/ e4-11!;4 WA. ST. CONTRACTOR'S LICENSE # NATURE OF BUSINESS: WILL THERE BE A CHANGE! USE? , No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: - Z..Z 9.7- Tenant Space: Area of Construction: ,r L THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER PHONE 23 '3 7 2. ADDRESS zliGh r- ," E'-' PU I ZIPc�. /2 C1 ) CONTRACTOR �ile el PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT ')' ////ef 117e -. PHONE ZcS, /_Cry ZIP fa ADDRESS k l S / /�� Co 11�� Department of Community Development - Building 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 I HEREBY'CERTIFY,THAT :I` HAVE READ.;:AND. EXAMINED THIS ;APPI ICATION::AND KNOV1 BE .TRUE AND CORRECT, AND`::i AU HORI ., D . I'O. APPLY: FOR THIS P BUILDING OWNER SIGNATURE � .� � OR AUTHORIZED AGENT CONTACT PERSON DAT PHONE CITY/ZI Ps,e 3 -r9 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Deparirnt of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT lithe applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations, 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 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED BUILDW3 PERMIT APPLICATION Division PRINT NAM Get' ADDRESS j DESCRIPTION AMOUNT:.. RCPT -# 11 ti4 - 0 1 PLAN CHECK FEE BUILDING SURCHARGE BUILDING PERMIT FEE 50 DC? 1n 1,71 6-`7 OTHER: TOTAL DATE DATE APPLICATION EXPIRES PHONE submittal checklist Ifri PERMITS P • D APPROVED PERMIT NUMBER APPROVED PLAN /LETTER DATE ISSUED 17i 2( -I -di - c.S Channelization/Striping/Signing c -261 -9 l Curb Cut /Access/Sidewalk CC,it`� -V D— 6 1 1 8 - @q- 1) '- )p -91 Fire Loop/Hydrant Fit}- I'-W- q I Tc - 9-9 - R q- -91 Flood Zone Control Grade/Fill , � i J i!) 4 , N k p- - Ni- ci ( - -a -e I q do Hauling Landscape Irrigation Moving an Oversized Load Sanitary Side Sewer Sewer Main Extension (private) Sewer Main Extension (public) X Storm Drainage 5 - 141 -9 k_ aci - I 9,--Po 9 / Water Main Extension (private) Water Main Extension (public) Water Meter (exempt) size: No.: ❑ Deduct ❑ Water Only Water Meter (permanent) Size: No.: Water Meter (temporary) Size: No.: Other: Other: R = CEIVED TYPE OF REVIEW P • D APPROVED REQUESTED COMMENTS 6419 I 17i 2( -I -di - c.S ( `� i i v c -261 -9 l ct PLAN CHECK NUMBE PROJECT NAME SITE ADDRESS SUITE NO. ROUTING PERMITS REQUIRED UTILITY P aJ ECT TRACKING CHECKLIST tt-tal l CONDITIONS OF PERMIT ISSUANCE OR FINAL SIGN -OFF OF PROJECT I. HEREBY CERTIFY T T _I HAVER • D: ; THIS APPLICATION; AND KNOW THE SAME TO BE TRUE ANA CORRECT if Applicant /Authorized f Agent Signature: / e-' Contact Person (print name): /‘/1/) Address: ,:l &c9 / 6 �73..0.„d„ub (,� _,a, p Print Name: goV 1 gj) // Date: Phone: --p ti°.ari/ " Phone: Z. ^ O z Date Application Accepted: Date Application Expires: CITY OF TUKWILA Central Permit System - Engineering Division 6300 Southcenter Blvd., Tukwila, WA 98188 Phone: (206) 433 -0179 PROJECT Site Address: INFORMATI Name of Project: Property Owner: t f1)4 1 75,,60/ Street • Engineer: t>h e _ g r Pl pv-57 Street Address: //gyp J /� S f;= Contractor: 9Lv f OA- Street Address: ./ e-- King County Assessor Account Nu PERMI >:> ❑ Channelization /Striping /Signing REQUESTED • ❑ Curb Cut/Access /Sidewalk O Fire Loop /Hydr. (main to vault) - No.: ❑ Flood Zone Control ❑ Grade/Fill cubic yards ❑ Hauling ❑ Landscape Irrigation ❑ Moving an Oversized Load ❑ Sanitary Side Sewer - No.: ❑ Sewer MAn Extension Private 4 Public Cl >:WATER<METER i Name: 4 f as &L( 4„,,,v >: E F /B ILL�<' »> ::: c3CO � i REFUND/BILLiNG Street MON ?' >! >> iii Name: S1711 e---. SERVE BILLINGS TO: >> >' < Street Sewer timetro CI Standby Water ❑ Multiple - Family Dwelling No. of Units: El Commercial/Industrial ❑ Office ❑ Retail > MISCELLANEOUS New Building : ! NI=Ot3MAT1lON „`` Square k l� Footage: 'b �i o- Ion -. IT�( � UTILY PERMIf APPLICATION _adtica CI Hotel CI Motel King County Assessor's valuation of existing structures: $ • !/4 tuber: f ❑ Storm Drain ❑ Street Use Sizes: _ ❑ Water Main Extension Private ❑ Public ❑ ❑ Water Meter / Exempt: - No • — Deduct El Water Only ❑ ❑ Water Meter / Permanent - No.: ❑ Water Meter / Temporary: - No.: ❑ Other: g .›- PLAN CHECK NUMBER: q Phone No.: 323 ° 2 — City /State /Zi•: Phone No.: 6 City /State /Zip: gefe Phone No.: City /State /Zip: Phone No.: City /State /Zip: .s7 gem Phone No.: City /State /Zip: Sizes: —. Sizes Sizes z,3 7 •1151? -z- r DESCRIPTION OF PROJECT Single- Family Residential Cl Duplex ❑ Apartments ❑ Other: ❑ Triplex ❑ Condominiums ❑ Warehouse ❑ Manufacturing Addition ❑ Church ❑ School /College /University El Hospital ❑ Other: ❑ Remodel/ Square footage of original building space: Square footage of additional building space: Valuation of work to be done: $ 09/18/90 SUBMITTAL CHECf 1ST All site plans shall be provided in one submittal for review by the Public Works Department. Six (6) sets of plans stamped by a licensed engineer are required along with this application completed and signed by the applicant's representative. The following information is necessary for Public Works Department evaluation and approval of site plans: • All utility construction is to meet the City of Tukwila Standards • Indicate scale of drawing and show north arrow • Identify location by address or distance to nearest intersection CURB CUT /ACCESS /SIDEWALKS/ CHANNELIZATION!STRIPING /SIGNING O Dimensions O Type of surfacing - asphalt, crushed rock, etc.(and thickness) O Percent of slope or runoff direction O Size of curb cuts /location O Vehicular and pedestrian traffic facilities, including signing and striping, wheel chair ramps, curb cuts FIRE LOOP /HYDRANT O Type of pipe O Size of pipe /location O Location and type of all valves O Type of bedding and backfill materials /percent compaction O Distance from structures, storm and sewer facilities at minimum separation O Location and size of thrust blocking FLOOD ZONE CONTROL (Requirements are under Flood Ord. No. 1462 and can be obtained from the Public Works Dept.) O Lowest finished floor elevation O Contours and elevations per National Geodetic Vertical Datum LAND ALTERING (CLEARING, GRADE AND FILL) O Contour map (2' intervals) showing existing and proposed contours O Estimate of yardage, both cut and fill • O Erosion control plan HAULING O Copy of Certificate of insurance coverage (minimum $1,000,000) O $2,000 bond made out to the City of Tukwila for property damages caused by activities O Route map LANDSCAPE IRRIGATION O Location of DSHS approved double check valve O Type of pipe - copper, high density molecular plastic, ductile O Size and depth of pipe O Size of meter O Location and elevation of meter box (water meter - permanent and exempt). Clearly show whether tap is on main or domestic service O Location and type of tap O Type of bedding and backfill materials /percent compaction MOVING AN OVERSIZED LOAD O Copy of Certificate of insurance coverage (minimum $1,000,000) O $5,000 bond made out to the City of Tukwila for property damages caused by activities O Business License with City of Tukwila O Route map SANITARY SIDE "'WER O Type of pipe - concr , PVC, etc. O Size of pipe /location O Percent of slope on pipe /length of run O Connection point(s) to public O Location of cleanout(s) and test Tec(s) O Type of bedding and backlit! material /percent compaction O Invert elevations at structures and junctions SEWER MAIN EXTENSION O Type of pipe - concrete, PVC, etc. O Size of pipe /location O Percent of slope on pipe /length of run O Connection point(s) to public O Location of cieanouts O Type of bedding and backfill material /percent compaction STORM DRAINAGE (Including existing topography and proposed grading and surfacing) O Type of pipe O Size of pipe O Percent of slope /length of run O Location of all structures O Square footage of area to be drained, Including roof area O Bedding material for pipe O Invert or flow line elevations STREET USE O Complete description of proposed activity O Map with address and outline of limits of activity relative to public right -of -way and easements O Proposed traffic control /detour (per Manual of Uniform Traffic Control Devices) O Proposed schedule (times and dates) WATER MAIN EXTENSION O Type of pipe O Size of pipe O Hydrant type and locations O Valve type and locations O Connection point(s) to existing system O Type of connection - live tap, tee, etc. O Location and size of thrust blocking O Size and location of mains, including elevations (profile) WATER METER - EXEMPT O Diagram of domestic system /tie in of exempt meter O Number /account for existing domestic meter O Size and type of material of meter and service O Slte address WATER METER - PERMANENT O Type of pipe - copper, high density molecular plastic, ductile O Size and depth of pipe O Size of meter O Location and elevation of meter box (water meter - permanent and exempt) O Location and type of tap O Type of bedding and backfll materials /percent compaction WATER METER - TEMPORARY O Address and hydrant location O Size of meter O Estimate of quantity and schedule After the Public Works Department has completed their review and the plans are approved, the applicant will be notified by letter concerning the necessary permits and requirements; an approved set of plans will accompany the letter. if the plans are not approved, the applicant will be notified by letter of necessary resubmittal requirements. CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 TO: FROM: DATE: SUBJECT: Duo-Q- aray2. f545 eermi t- Ron Cho-ck MEMORANDUM 5'1Q l\ 0 ' P\u3u -rz C4r.• !'HONE # (2061 433.1800 Gary L. VanDusen, Mayor (04, IS L — n.s r1� 0 0 x l $ IQo 100 . oo LIS1 .00 So 1,1 (.0 . t I s)1 -171 o ., \ CITY OF TUKWILA 6200 SOUTIICENTER BOULEVARD. TUKWILA. WASHINGTON 98188 August 29, 1991 David Hawkins 3601 East Terrace Seattle, WA 98122 RE: Sincrle Family Residence - Tukwila Cottage Site at Leschi Trading Property (1426X Macadam Road Site Plan Approval for Single Family Residence, Lot A Only Dear Sir: PHONE # /2061433.1800 Gum L. VanDnscn• Mayor The Public Works Department has reviewed and approves the site plan for single family residence (finished floor elevation of 166.0 on attached plan) for the unreplatted total property. This approval is for Public Works Department site plan review purposes only. You are referred to the Tukwila Fire Department, Department of Community Development, Water District No. 125 and Val Vue Sewer District for their separate approvals. All utilities serving this site, including power and phone, must be . installed underground per Tukwila Municipal Code 13.08. Please call Denise Millard, Permit Coordinator, at 431 -3672 to have the following permits prepared for pickup: 1. Fire Loop /Hydrant Permit - 1 - 8" Fire Hydrant - (Permit Fee = $25.00) As a requirement of the construction of this single family residence, the fire hydrant identified on plan as "new hydrant assembly" on South 144th shall be constructed per the City's standards. As this hydrant is serviced by Water District No. 125, permits and approvals to have the hydrant and domestic water meter /service constructed and inspected shall be applied for through Water District No. 125. At the completion of the construction of this hydrant, the developer will be required to formally turn over the hydrant to Water District No. 125. The applicant is referred to Water District No. 125 for their requirements, charges and latecomer's fee. (Refer to Water District No.25 availability letter on file). 2. Sanitary Side Sewer - The applicant is referred to Val Vue Sewer District for their approvals and permitting process including any latecomers fees, etc., for the construction of the sanitary side sewers on this plan. No permit required from Tukwila. 3. Water Meter Permit - The applicant is referred to Water District No. 125 for their approvals, permits and requirements for the installation of the water meter and service line. The City of Tukwila's standards for water service and meter shall also be met. 4. Curb Cut /Access /Sidewalk (Permit Fee = $25.00) Requirement of the City's Fire Department shall also be met with regards to the hammerhead and internal driveway system. The concrete apron and curb and gutter shall be per the City's standard plans and field inspection. 5. Storm Drain permit (Permit Fee = $25.00) Requested is the property owner provide the SSWM bill for parcel no. 152304- 9040 -05 so the City may adjust this for a single family residence billing and change it to Rate .07. for your parcel. This will adjust your account to a flat rate of $30.00 per year after your construction is completed, in our next surface water cycle of billing. 6. Land Altering Permit - 300 Cu. Yds. (Permit Fee = $68.50) This permit is for the earth work portion of the project. Erosion and sedimentation control will comply with the plans. City may require additional measures if erosion and subsequent siltation are not completely contained on site. Please complete the attached Residential Use Certification and forward a copy to METRO. If you have any questions do not hesitate to call me at 433 -0179. Sincerely, Phil Fraser Senior Engineer Public Works Department Enclosures: Application, Plan, Metro Form xc: Greg Villanueva, City Inspector Permit Coordinator Finance Department. Ginger Winn METRO Read File Development File: Leschi Trading. .. ''. .e: . :':' .. .i'..?.:::;; V if . ..]!" , :::.:1 1: :: .. :: ill:: Buildi .... ''''''"• :...... dniilh - .•:::::::: : :.:0 -. .... .. .... ..'"''''..* ... .. . ' . .:::......::: ... Police E Parks/Rec - .CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT PROJECT ADDRESS / 494e Ad DATE TRANSMITTED 9"' r RESPONSE REQUESTED BY STAFF COORDINATOR DATE RESPONSE RECEIVED • • • • • . . •,;•;:;::,::•••••••• Pieeee ... • ) Indicate crucial concerns by checking the box next to the line(s) on which that concern Is noted . . IT /.) 6:t1AQ4. ..-- «4 -I, .1 .,,,,I,.v...?ce . e'4 - /— E . / . ) 7a 4- )e /lei:- (/i /4244d rneer;tea' 6 ;/1- %:.2. t //- El :3 ) t 7171.1/1 4:-'}f'Xik:LL...11 ;,..') tg....4 A (21 a. ,,i-4/..) Luz .‘', 4-.22,1.:_t* ..:.?..edz 4.-.;.e-z, - &-,'/ / l E .,/ 7:ie." a' 4 ""e__ z., eileALC 4.....6Zi .6 Iev U. Z.G.a.- -- ,'.1.-ee.,--GLe.,6 ' ' :--e•- ai . 7 640 ,2 / ci ‘ e2c. .k1.2 • Ii ci LI ci ci / s . " ..- I • /4.41.1 _z* 7Zf cb)7/_,,407.3 • ci LAND U PERMIT ROUTING FORM PERMIT NO.: 4/.44. 1e..-6/7 /.),./L! , ;7/ ci DRC review requested j Plan submittal requested I: Plan approved Plan check date: ( 1- ` 76) Comments prepared by: site plan GRAVEL —' 4" DRAIN TILE TYPICAL FOOTING DETAIL LESCHI TRADING COMPANY SCALE: 1 1/2" = 1'--O" BATT INSUL —1/2" GYP BD 1 /2" EXT PLY SHEATHING 2x12 JOISTS R =19 BAIT INSUL 1/2"x10" A, B. ® 48" o/c TREATED 'PLATE (2) #4 RE —BAR CONTINUOUS #4 RE —BAR CO 48 "o /c VERT (2) #4 RE —BAR CONTINUOUS VAPOR RETARDER MAL SPACE VN11C AS REQUIRED Dr CODE hawkins data calculations floor plan elevations cross sections plan roof frmaing plan landscape plan NORTH ELEVATION 19 AUGUST 1991 east elevation south elevation PROJECT:, , a-e. / _A-ft-4. --7---5 ..-(/ ) PERMIT NO. (0/ VD SITE ADDRESS: / V-- 717A 6e._, DATE CALLED: C V& 10 TYPE OF INSPECTION: v ....- x _-,1_- ' DATE WANTED: q- 3 9 VIP .....-4-1P■ SPECIAL INSTRUCTION : ( 0 30 REQUESTER PHONE NO.:0?4c3 - it4,7S" ,,r_e ' INSPECTION RESULTS/COMMENTS: ,, ,, _ ... A AO ! .,._. . 4 -• 41 et ..0 . Al — ‚— C-'-/--e_ I 1 1 INSPECTOR: , A .4. ," , 1144,02,..„ DATE: 9--3,3- / • CITY OF TUKVVILA Dept. of Community Development - Building Division Phone: (206) 431-3670 • 0 • INSPECTION RECORD 6300 Southcenter Boulevard -- #100 Tukwila Washington 98188 PROJECT: ` ( I PERMIT NO. 160 SITE ADDRESS: '�� :. I 1 (4 i i r G/V\__ DATE CALLED: q — G I TYPE OF INSPECTION: r Lift 4 tc. (l„_„ DATE WANTED: q , c '" r Aill SPECIAL INSTRUCTIONS: --li 1 pl`ft/tAr (91--, .� REQUESTER: `D'Ok..)/`Q., ClAk PHONE NO.: ' ' -- q (O '7 A fry., — fey l' V ` INSPECTION R SULTS /COMMENTS: / O 9L- ' frz 9? '-r A/4v /'-------e_ C 5 n`'yi_d / ' -1(4/.. L•rp3 7 S `i)tJ?` T , 0 A INSPECTOR: ai': i _ DATE:. l`-- 2 S CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 { INSPECTIOINPRECORD 6300 Southcenter Boulevard – #100 Tukwila Washington 98188 PROJECT NAME DATE "'J Z V - et I ARCHITECT OR ENGINEER CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBMITTAL * * ADDRESS fedhliNAPA I'Ih 44 a o. "I l i % vc /e ‘...t / c- CONTACT PERSON /IA,. I /Ian /e ow. f PHONE 3 21 - 0,3 7 -I- 1)6.9"1 Pie or J ` 'r.ft 1 . PERMIT NUMBER _ �'7 P 6 (If previously issued) PLAN CHECK NUMBER TYPE OF REVISION: co e,t i.") P-c i i L . - G t Ma ft • SHEET NUMBER(S) /2 G Z CO Z "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: CITY OF TUKWILA APPROVED BU LDING DIVIS CITY OF TUKWILA 6200 SOUTIICENTER BOULEVARD, TUKWILA. WASHINGTON 98188 Plan Check #91 -364: Leschi Trading Co. 14271 Macadam Rd PHONE q (206) 433.1800 Gary L. VanDunen, Mayor THE FOLLOWING COMMENTS APPLY TO AND BECOME ITT OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4732). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (872- 6363). 4. All mechanical work shall be under separate permit through the City of Tukwila. 5. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. .....__..._ Engineered .. truss ,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. 7. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 8. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), and Washington State Energy Code (1991 Edition). 9. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 10. All wood to remain in placed concrete shall be treated wood. Leschi Trading Co. Page 2 11 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 this code or of 'any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. "X" REQUIRED INSPECTIONS PHONE DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED x 1 Footings 431 -3670 R 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 R 4 Shear Wall Nailing 431 -3670 x 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 x 7 Framing 431 -3670 X 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 R 10 Wall Board Fastening 431 -3670 11 12 13 14 FIRE FINAL Insp: 575 -4407 X 15 PLANNING FINAL 431 -3670 X 16 PUBLIC WORKS FINAL 431 -3670 X 17 BUILDING FINAL 431 -3670 CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 S ITE ADDRESS: 14271 Macadam Rd BUILDING PERMIT INSPECTION RECORD (Post with Building Permit in conspicuous place) SUITE NO.: BUILDING (07%(L9 PERMT NO. DATE ISSUED: PROJECT: Leschi Trading Co. CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE (INSPECTOR COMMENT SECTION ON REVERSE INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 q- [G -a I A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 09„4190 X 1. Footings X 2. Foundation 3. Slab /Slab Insulation 4. Shear Wall Nailing 5. Roof Sheathing Nailing 6. Masonry Chimney 7. Framing 8. Insulation 9. Suspended Ceiling X 10. Wall Board Fastening 11. 12. 13. 14. Fire Final 3 , 15. Planning Final X 16. Public Works Final 17. Building Final Plan Check No.: 9 I ' REQUIRED INSPECTIONS MIN REVIEW COMME3 Project: No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agency (277- 7272). All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high- strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 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. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). All construction to be done In conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform 1991 Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), d -iAlashingten-6tate-RegttiatIon -f 44itiea). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 20 Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. 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 this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25. A Certificate of Occupancy will be required for this permit. Yours truly, :cc T.F .D:. ncd City f `Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #91 -364 Re: Leschi Trading - 1426 Macadam Road South Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1 The proposed hydrant on South 144th Street will meet the requirements of City Ordinance #1567, 2. The proposed turn- around for lot B does not appear to be adequate. We will evaluate this turn- around when the . permit for lot B is submitted. 3. The access road for lots A & B shall be 20' wide and . shall have an all weather surface. The Tukwila Fire Prevention Bureau Gary L. VanDusen, Mayor September 11,, 1991' i I Coples I 2 I, I a DENNIS MORTENSEN ARCHITECT 100 SOUTH KING STREET SUITE 200 SEATTLE WASHINGTON 98104.2886 208,825,1885 208.322.859 LETTER OF TRANSMITTAL BRUMMERS HILL PROJECT TO: Leschi Trading Company 3601 East Terrace Seattle, Washington 98122 ATTN: The two David's DATE: Sep 23, 1991 FROM: Dennis SUBJECT: Footing reinforcement clarification Please x (Date I (23sep91I l Remarks Acknowledge receipt of enclosures Return enclosures to Architect Detail A1 clarification ThisTransmittal Letter Copied to: File r [ti' 1 ?• CAV O APPROV SE k ti9�J1 BUILDING' DlVlSION DESCRIPTION If enclosures are not as noted, please inform the architect immediately u vim Qsjvgil 11buta °N Vermin # 1144 a 44,04 ititho • g • CITY ov APP SEp 2 . 4 1991 B. ...a NG DIVt p #2 VERTICAL REINFORCING CLARIFICATION • 23 SEP 91 #1 STRUCTURAL MODIFICATIONS 12 SEP 91 No. REVISIONS /SUBMISSIONS Date MORTENSEN /RCHITECTS CONSULTING ARCHITECTS AND PLANNERS 100 SOUTH KING STREET SUITE 200 SEATTLE, WASHINGTON 98104 -2885 VOICE 206,625.1665 GRAPHICS 206.624.5842 C COPYRIGHT 1991 ALL CONCEPTS AND IDEAS ILLUSTRATED IN THIS DOCUMENT ARE THE EXCLUSIVE PROPERTY OF MORTENSEN ARCHITECTS LESCHI TRADING COMPANY DEVELOPERS AND BUILDERS 3601 E TERRACE SEATTLE WA 98122 206.323.0372 BRUMMERS HILL PROJECT 143XX MACADAM RD TUKWILA WA 98168 Drawing Title COTTAGE #1 BUILDING SECTIONS Seal 323 Drawn DENNIS Project No. REGISTERED ARCHITECT Checked CAD File No. D: \CLIENTS \LTC1 A202 09/12/91 20: 45 Reviewed Drawing No. • . A2O2 � of 9 ‘ DENNIS MORTENSEN STATE WASHINGTON D SEPT 1991 Scale AS NOTED CITY ov APP SEp 2 . 4 1991 B. ...a NG DIVt p 1 /2 "GWB 3/4" PLY SU BFLOOR Al 1/2 " =1' „ R =19 BATT INSUL VAPOR BARRIER 1/2” CDX SHEATHING TYVEK HOUSE WRAP CEDAR LAP SIDING NOTCH FOR ELECTRICAL CAULK R =19 BAIT INSUL 2X10 JOISTS ® 16 "o /c 2X6 TREATED PLATE 1 /2" x1 O "A.B. ®48" o/c (2) #4 REBAR COI #4 BAR ©16 "o /c - VERT w /BEND TIE , . = (FOR STEMS LESS § 1I I THAN 24" HIGH 0 — AND NOT RETAINING �{ — EARTH, STRAIGHT d BARS ARE ALLOWED) + +T +'+ + ;+ III I + + I ,•II I I_ (2 # • REBAR CON f + -- + + I I---I I GRAVEL BACKFILL + + + + + + 1 I I- 4" DRAIN TILE + + + —I I TYPICAL FOOTING C1 PROVE.D �1P SEP 2 4 1991 UIL INGG D 10N by /Ub /y1 09:55 FAX 206 431 3665 DATE TUR PUB ti70RKS CITY OF TUXW1L 6300 SUU I-ICEN'I ER BOULEVABD TUKWILA, WA 98188 * * REVISION SUBMITTAL * * 1$1 RECEIVED CITY OF TUKWILA SEP 16 1991 PER MIT CENTER ao. PROJECT NAME le4014 ADDRESS z&% MA CONTACT PERSON DAVI 414 423 005 PHONE ARCI -nTECT OR ENGINEER 12E,MMWALOPIghlilEIVAIW PERMIT NUMBER 41- (If previously issued) PLAN CHECK NUMBER TYPE OF REVISION: ic $NEfts 4iOJo4 44o A2AtT REV eht - n / WC P W 01L _biourTi_ouluvage4L Arittulgo_CALasAiatLAWATAQ4Ea___ SHEET NUMBER(S) I EtitikitifertASMETS "Cloud" or highlight all ar of revisi ns and ate revislo . etriaPi 120efirtzt_e2g_ _ SUBMItTED TO: $15 Sixth Street South •Kirkland. WA 98033 Phone (206) 889.2272 'FAX (206) $22.7773 roof and loft framing design beams pai chieh lin pail lin engineering brummers hill project Client Design EIVED CITY OF TUKWILA SEP 16 1991 PERMIT CENTER first floor framing joists framing over garage area bracing wall glulam beams framing over garage area glulam beam footing design exterior wall and footing floor and roof loads footing lateral load analysis wind load wind velocity roof shear wall length shear capacity SITE PLAN DWELLING HAS ACCESS TO PUBLIC WAY OR YARD ON NOT LESS THAN ONE SIDE. R -3, DWELLINGS & LODGING HOUSES PLAN REVIEW - CHECKLIST V SITE PLAN PROPERTY LINE SETBACKS ARE EQUAL TO OR GREATER THAN 3 FEET AT ALL SIDES OF DWELLING. to/ SITE PLAN ROOF OVERHANGS ARE SHOWN ON BUILDING FOOTPRINT, AND EAVE PROJECTION DOES NOT EXCEED ONE -THIRD THE DISTANCE TO THE PROP[ERTY LINE. to SITE PLAN EAVES OVER REQUIRED EMERGENCY EGRESS WINDOWS) ARE NOT LESS THAN AND REAR PROPERTY LINES. >30" SITE PLAN YARD REQUIREMENTS OF U APPLICABLE AND ARE INDICATED. V WINDOWS (i.e. BEDROOM 30 INCHES FROM THE SIDE .B.C. SEC. 1206 (b) ARE • FNDN. PLAN FOUNDATION MEETS REQUIREMENTS OF TABLE 29 -A, U.B.C., MINIMUM REINFORCING IS PROPOSED IN ACCORDANCE WITH BUILDING DIVISIONS HANDOUT OR EXCEEDS THESE REQUIREMENTS. GQLG 60R d %1 b 'TD „5!.ara'(1 gc. D5f-ACitt FNDN. PLAN FOUNDATION VENTILATION HAS BEEN LOCATED ON PLAN AND MEETS REQUIREMENTS OF U.B.C. SEC. 2516 (c) 6. FNDN. PLAN CRAWL SPACE ACCESS (18 "X24 ") IS LOCATED ON PLAN & MEETS REQUIREMENTS OF U.B.C. SEC 2516 (C) 2. V FNDN. PLAN FIRST FLOOR FRAMING HAS BEEN SHOWN HERE AND ALL FLOOR BEAMS, SUPPORT POSTS, FLOOR JOISTS, DIRECTION OF SPAN, LIMITS OF MEMBERS, AND GRADE AND SPECIES OF MEMBERS ARE INDICATED. IN NSA FNDN. PLAN MASONRY CHIMNEY FOUNDATION IS NOTED AS 12 HES THICK AND EXTENDING 6 INCHES OUTSIDE THE FIREPLACE WALL. FLOOR PLAN(S) ALL ROOMS ARE LABELED. V FLOOR PLAN(S) ALL WINDOW SIZES ARE NOTED, AND MEET THE LIGHT AND VENTILATION STANDARDS PRESCRIBED IN U.B.C. SEC 1205. V FLOOR PLAN(S) BEDROOM WINDOWS AND BASEMENT HAVE AND OPERABLE WINDOW OR DOOR APPROVED FOR EMERGENCY ESCAPE OR RESCUE, PER U.B.C. SEC 1204 (Net clear openable area = 5.7 s.f., min net clear opening height = 24 inches, mina net clear opening width = 20 inches, and finished sill height not to exceed 44 inches). R -3, PLAN REVIEW CHECKLIST - PAGE 2 FLOOR PLAN(S) SMOKE DETECTOR(S) ARE LOCATED ON CEILING OR WALL AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. SMOKE DETECTORS ARE LOCATED AT EACH STORY AND BASEMENT IN ACCORDANCE WITH U.B.C. SEC. 1210. V/ FLOOR PLAN(S) PROPOSED METHOD OF HEATING DWELLING IS NOTED ON PLANS. METHOD IS REASONABLE FOR COMPLIANCE WITH U.B.C. SEC.1212. FLOOR PLAN(S) ROOMS MEET MINIMUM DIMENSION REQUIREMENTS. A KITCHEN FACILITY IS PROVIDED WITH A KITCHEN SINK, AND BATHROOM FACILITIES ARE PROVIDED IN ACCORDANCE WITH U.B.C. SEC. 1205. FLOOR PLAN(S) FLOOR FRAMING HAS BEEN SHOWN ON FLOOR PLANS OR SEPARATE FLOOR FRAMING PLANS ARE PROVIDED. SIZE, DIRECTION OF SPAN, LIMITS OF MEMBERS, GRADE, SPECIES OF WOOD FOR ALL FRAMING MEMBERS ARE INDICATED ON PLANS. V ROOF PLAN ALL ROOF FRAMING IS SHOWN INCLUDING TRUSSES, RAFTERS AND HEADERS. GRADE AND SPECIES OF WOOD IS INDICATED ON PLAN. V ROOF PLAN METHOD OF PROVIDING NOTED OR DETAILED ON T IS PLAN SHEET. U.B.C. SEC.3205(c) . CieNtIA ,a•Vd►242. FOR ROOF VENTILATION IS PROPOSAL COMPLIES WITH ATTIC ACCESS..,,_.__. A,_._..22 . X, .30 INCH MINIMUM ATTIC ACCESS _...._...._.. OPENING IS PROVIDED FOR ALL ATTIC AREAS WITH VERTICAL CLEAR HEIGHT OR NOT LESS THAN 30 INCHES. 1/ BUILDING EXTERIOR ELEVATIONS ALL SIDES OF BUILDING HAS BEEN SHOWN IN ELEVATION, AND APPROXIMATE FINISH GRADES HAVE BEEN ESTABLISHED. BUILDING CROSS SECTION OR WALL SECTION(S) HAVE BEEN PROVIDED WITH ALL MATERIALS NOTED AND PROPOSED CONSTRUCTION IS NOT CONTRARY TO BUILDING CODE OR ENERGY CODE REQUIREMENTS. ATTACHED GARAGES A FIRE RATED OCCUPANCY SEPARATION HAS BEEN PROVIDED METWEEN THE DWELLING AREA AND THE GARAGE AS PRESCRIBED IN U.B.C. SEC. 503(d) EXCEPTION 3. NOTES ON FLOOR PLAN DESCRIBE THIS REQUIREMENT. IN ADDITION, WHERE THE OCCUPANCY SEPARATION IS HORIZONTAL, STRUCTURAL MEMBERS SUPPORTING THE SEPARATION HAVE BEEp RROTECTED BY EQUIVALENT FIRE - RESISTIVE CONSTRUCTION. i4 00,v\ R-3 PLAN REVIEW CHECKLIST — PAGE 3 V STRUCT. THE PROPOSED STRUCTURE MEETS THE LATEERAL BRACING REQUIREMENTS AS PRESCRIBED IN THE "CONVENTIONAL CONSTRUCTION" PROVISIONS OF U.B.C. SEC 2517. E Was ticANAt STRUCT. STRUCTURAL CALCULATIONS AND DETAILS DEVELOPED AND CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT HAVE BEEN SUBMITTED AND PROVIDE FOR THE LATERAL BRACING REQUIREMENTS. STRUCT. ALL BEAMS AND HEADERS ARE ADEQUATE FOR THE GRAVITY LOADS AND SPANS PROPOSED. STRUCT. STRUCTURAL CALCULATIONS DEVELOPED AND CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT HAVE BEEN SUBMITTED TO QUALIFY ALL BEAMS AND GRAVITY LOAD SUPPORTING MEMBERS. STRUCT. MASONRY CHIMNEYS: A COPY OF U.B.C. SEC. 3704 (c) HAS BEEN ATTACHED TO PLANS AND REFERENCE TO THESE REQUIREMENTS HAS BEEN "RED LINED" ON PLAN IN PROXIMITY OF THE MASONRY FIRE PLACE. � 4+ STRUCT. PLANS ARE NOTED WITH THE REQUIREMENT TO PROVIDE TRUSS SHOP DRAWINGS AND CALCULATIONS SE ED BY A WASHIN TON STATE LICENSED STRUCTURAL ENGINEER. u %t.O a ,vlck't ;nom. V STRUCT. FOUNDATION SILL PLATE ANCHOR BOLTS ARE NOTED OR 4DETAILED IN ACCORDANCE WITH U.B.C. SEC. 2907 (f). GENERAL DECKS WITH EXPOSED:WOOD STRUCTURAL MEMBERS HAVE BEAN DESIGNATED AS TREATED WOOD OR WOOD APPROVED AS RESISTANT TO DECAY GENERAL NOTE ON PLANS CALL FOR OUTSIDE COMBUSTION AIR DUCT FOR FIREPLACE WITH A MINIMUM DUCT S ZE OF 6 SQ.INCHES, AND A READILY OPERABLE DAMPER. “ez& kite:M.4o plays September 4, 1991 CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION PLAN REVIEW NO. 91 -364 CONTACT: David Hawkins PROJECT : Tukwila Cottage Site ADDRESS: 1426x MacAdams Road The following corrections and/or clarifications are required to complete the plan review. Please respond to the listed comments in . itemized letter form, and submit two copies of corrections or additional information developed. 1. Provide crawl space ventilation as required by U.B.C. Sec. 2516 (c) 6, note vent opening size and locate on foundation plan. Note: When foundation vents are not placed so that the top of the vent is below the lower surface of the floor insulation, a permanently attached baffle shall be installed at an angle of thirty degrees from horizontal, to divert air flow below the lower surface of the floor insulation. W.S.E.C. Sec.502.1.4.7 2. Provide crawl space access opening per U.B.C. Sec. 2516 and indicate location on foundation plan. 3. Provide attic access opening(s) per U.B.C. Sec 3205 (a), and locate on plans. 4. Provide handrail at stairs per U.B.C. Sec. 3306 (j) 5. Walls and ceiling of Carriage House must provide for 1 -Hr. occupancy separation as described in U. Sec. 503 (d) 3, an where the occupancy separation is horizontal, structural members supporting the separation shall be protected by equivalent fire resistive construction. U.B.C. Sec. 503 (b). 6. RE: foundation detail Al /A202, must meet minimum requirements of U.B.C. table No. 29 -A (foundations supporting two floors & roof) . )_.2 Tukwila Cottage Leschi Trading Co. Plan review # 91-364 Page 2 7. U.B.C. Chapter 23 General Requirements: Show all beams on framing plans Clarify framing of roof over Carriage House area, plans do not show a complete load path. Provide structural calculations for all beams. 8. As of July 1, 1991 all new residential construction is required to comply with the WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE. Chapter 51 -13 WAC. Plans must show method of compliance and provide details and specifications in accordance with this code. Additional review will be required after this information is recieved. If you have any questions or need clarification please contact me at 20. '.31 -3676 * D.C.D - BUILDING DIVISION * PLAN REVIEW * PLAN REVIEW: 91 -364 PROJECT NAME: LESCHI TRADING CO. (NEW DWELLING) DATE: September 3, 1991 OCCUPANCY GROUP: .R -3, SINGLE FAMILY RESIDENCE TYPE OF CONSTRUCTION: V -N LOCATION ON PROPERTY: LOCATION SEEMS TO BE O.K. FOR V -N REQMTS. PER TABLE 5 -A, HOWEVER APPLICANT. WILL BE REQUIRED TO DOCUMENT THE ACTUAL DISTANCES TO PROP. LINES , ON THE SITE PLAN, PER PLAN REVIEW COMMENTS BUILDING HEIGHT NO OF STORIES: TWO STORIES. FLOOR AREA: 2310 SF DWELLING, 595 SF GARAGE DETAILED' REQUIREMENTS: 'REFER CHECKLIST: HANGERS. WARHOL PRDTRCEPS FOLLOWS: 9.: MISCELLANEbUS: 4.00' Date SEPT 1991 Scoe AS NOTED CITY OF TUKWILA APPROVED SEP 1 1991 SEPARATE PERMIT AND E C- n z663- ' APPROVAL MEG1- 444d1CM. RE 7L.uMF1NG G2as ? p)NCL. 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. Raeipt of contractor's copy of approved plans. acknowledged. SCHEDULES 2 1 3 WW1 R. alms EOM R Llfsw fiaar R.. AIR lath 0.070 3209 TAPIEDSOiR 1ASO_5lA3EE CLOW 1Q 00cCSt1 0620 t2' PLY: CAM 0.0E6#Ei.T 0.070 mosee0. 1 R ISIR.(f') R- 10NSH1.(455 o6.1s8•@2nb n_cooig tcac=. 16 . 1 s 0.9 0.85 OXI9 - 141i8ER8(9E12) IMO ROOS) ; T5 1.1132p21be.= t.38fQ10%o 1334 0,0 0.15 0.453,S. GYP 0.434Sf4'Shed OM O6 25212•TOTJIIe 211.62a`TOTI 13814'1OTAL • _ CREW 040004- ARCHITECT I15% TANGO) HEAT LOSS STRUCTURAL NOTES GROUP. OxIATITtA.99% - - TYPE CO0STRUCT,ION: {CHAPTER 17-A ROC) FLOOR, AREA: (TABLERC,Uf1C) _ HEIGRT. _ cfOH40S sTBL.ED. IRXIXEIS OF STWUES: (TA&E420. UBC) ORCBPART LOAD: (FS:LktC) ARCHITECT 2. CGILTRACTOR: 3. PROJECT GESCR IPTIOIF: WWI DEI00S-MCFFlENSEN ARC015CT All 12 13 14 LESCHORABiROCONENtY :. 360t EASYTERRACE SEATTLE, SlASHNGTON 99122 ITEFER ID CERTIFICATE OF SEWER AVAILABILITY PAGE.2OF 2 RATED =MA GROUP R-2 OWEt11NGS -AND LOGGING HOUSE TYPE V. ELEMENTS.ANYTH94G FRAMEWORK-W(30D MAXIATUMALtoWABLE PROPOSEDELOORAREAF: AREA: MAMIADA HEIGHT ALLOWABLE: PROPOSED HEIGHT: TAUS RHA ER OF STORES: PCDPOSED NUMBER OF STORES: MAXIAARIALUDIOADLE f�OPPOSED A ANTS: DENNE•MORT.ET1 6 AREHITECT Tot SOURIKKEISTREET SURE. 200 SEATIL0M3 t TON 9104.2800 2086331665 f ESCHITRADl1G CO14PANY THE CFA t.5SFORYSAGEE OIEA90IGTOFfE$A19)RAL0A0 F DAWOHMAN LEVEL FAMILYDWELL WTTdt G. NAOlewrBASEBOADD DOME THREE ENCLOSEDROOMSUPSTAtFtS: ALL FEW WNOCBVSTO HAVE Al? VALUE #:OA7ORGREATER DUSTING LOT AREA 9 SF PRcVOSffl.ET tF OOWRRR) 185B72SF Hs €t X12 sf 0.020. 595.413 s! Heate Sewnd.Fbo[. '714.128 st HaMad URTH4h : 33 3.0 02 sf EHOR Y DECK 3/0.14 SF DECIc - 181.35 SF TOTALFOOTPRAIT 2360.21 SF TOTAL ALUXVED LOTCOVERAGE: 35% - PROPOSED: 25.06% PRDPOSEDPAVED FA9IVEWAYACCESS 2498.13 SF EVERTi ,DO(N1TO HAVE' NSTALLESA DE00 BOLT OR LATCH WITHATLEAST tXTIT STRIKE NOT LESS THAT IM'. THE LO(2ESHALL BESOCONSTRUOTERIMAT TTi6YBE OPENED FROM THE AMIDE WITHOUT A KEY. IMICONS VEDAS EGRESS W1NDOWSOR MME PLAN AND SCHEDULE HAVEA DIEM OfieANGWDT`H OF33.26'. AND HE.GFD'OF 24 RESULTS 0 A TOTAL CLEAROPERNG OF5.5:SOUARE FEET: TCLOCALUV APPROVED ENERGY CODE, LATEST EDITION. MOMS TO RE _ • 02QORS WEATHERSTRIPPEO WtTH NG N14RLOCK SFALONALLS Nt2AA Yf l t$$ATT NSULATLONAND VAPOR OAVRER. FLOORS 34 0tATE5 wV C 90 1S ULE906i.EILING (ATTIC) INSULATED R mama ALL.DMEN FDttsAND REPRESENTATIONS OF BUSTING CONDOMS ARE TO BE TH �4 I GBEcTOR NOTIFY ARCHITECT OF ANY D1SCREPANCES PRIOR`.. TOANY• E THE PRECEEONG NOTES REFER TO ONLY THOSEMWAS • 90001 1 f 19O NG I LEMENTED,. CODE NOTES 12 1 13 1 14 O COPYRIGHT 1991 ALL CONCEPTS AND IDE. ILLUSTRATED IN THIS DOCUMENT IRE THE E %CWSIVE PROPERTY OF MORTENSEN ARCHRECTS RECEIVED CITY OF TUKWILA _P 03 d PERMIT CENTER REVISIONS /SUBMISSIONS MORTENSEN - ARCHITECTS CONSULTING MCHITECTS AND PLANNERS 100 SOUTH KING STREET SURE 200 SEATTLE. WASHINGTON 98104 -2885 VOICE 206.625.1665 GRAPHICS 206:624.5842 LESCHI TRADING COMPANY DEVELDEERS 3601 E TERRACE' TR WA 98122 208.3230372 BRUMMERS HILL PROJECT 143XX MACADAM RD TUKWILA WA 98168 COTTAGE - #1 SITE PLAN AND NOTES Drawn DENNIS Checked Project Na. Dote Drawing No. BATH /DRESSING 7.13' RISER 11.00' TREAD CONVERSATION CEIL I -51)EL MOST 41.E 17e PROTECT CARRIAGE HOUSE PERMITCENT£R MATERIAL; KEYING LEGEND 100 SOUTH KING STREET SUITE 200 SEATTLE. WASHINGTON 98104 -2885 VOICE 206.625.1665 GRAPHICS 206.624.5842 Drawing Title REVISIONS /SUBMISSIONS MORTENSEN IRCHITECTS CONSULTING ARZHITECT AhD PLANN82S O COPYRIGHT 1991 ALL CONCEPTS AND IDE. ILLUSTRATED IN THIS DOCUMENT ARE THE EXCLUSNE PROPERTY OF MORTENSEN ARCHRECIS LESCHI TRADING COMPANY DEVELOPERS AND BUILDERS 3601 E TERRACE SEATTLE WA 98122 208.323.0372 BRUMMERS HILL PROJECT 143XX MACADAM RD TUKWILA WA 98168 COTTAGE #1 FIRST FLOOR PLAN Project No. BUILDING DIVISION D: \CLIENTS \LTCIA101 09/02/91 20:08 Drawing No. CITY OF TUKWILA APPROVED •12 I 13 I 14 MATERIAL KEYING LEGEND Date SEPT 1991 Scale AS NOTED 3 of 9 A4 1'4 =1' -0" 4 c3 4, LOFT LEVEL 12'—Or / 3' —O' 1 3' — / / 3' -4 / 2' -8" / 2' -10' 5' -5 1/4 / 6' - -Or / 3' -11' / 6' -0' , � 8' -3 1/4" i 6 6 15'- 11 -11 " 6 f 5' -5 1/4" 3/4 I 3' -1 6' -10' 4, 1O' -7 3/4 t_ t_ Q 25' -9" S3' -6" FS 4' 15' -1 1/4 '21' -10' Q 6' -8 3/4" RECEIVED CITY OF TUKWILA ? 0 3 'ikA P€HAAITCEN TER 9 I 10 I 11 I 12 - I 13 I 14 No. O COPYRIGHT 1991 ALL CONCEPTS AND IDEAS ILLUSTRATED IN THIS DOCUMENT ARE THE EXCLUSIVE PROPERTY OF MORTENSEN ARCHITECTS DrawIng Title Seal REVISIONS /SUBMISSIONS MORFENSEN /- RCHITECTS CONSULTING ARCHITECTS AND PLANNERS 100 SOUTH KING STREET SUITE 200 SEATTLE, WASHINGTON 98104 -2885 VOICE 206,625.1665 GRAPHICS 206.624.5842 LESCHI TRADING COMPANY DEVELOPERS AND BUILDERS 3801 E TERRACE SEATTLE WA 98122 208.323.0372 BRUMMERS HILL PROJECT 143XX MACADAM RD TUKWILA WA 98168 COTTAGE # LOFT LEVEL Drawn DENNIS Checked Reviewed Project No. Drawing No. CITY OF TUKWILA APPROVED S ,16 1991 Dote CAD Pie No. D: \QIENTS\LTC1A102 09/02/91 20:32 A l 02 K 0 F C / ©Il 0 OL OL OL 1t• —s" M 9 \I „/ / / / B ® RIV ! ® \ X I I 1 I I i IQI I €I" ICI 1 { 4,_11. I I ®I 2D, �' // n ' ' 1110;o: I ! LJ LJ L J_ I I / LJ / I-- I I • C , B � GU R RA1L O C c11 TO M 8 '_ Vr UNFINISHED BONUS ROOM ® I a GI 0 1 $$ , 0 ' ® � DN 1120 TREAD S� .t� "•`.::� .fi.,.. i SOCIAL INCTION I n - 1 f I I I I \ I ®I \ 1 �, III lig Ali y' C� .1` 12I I I \ a 10i 1 0 i 1 \ 2111i \L \ \ I I \ \ \ •12 I 13 I 14 MATERIAL KEYING LEGEND Date SEPT 1991 Scale AS NOTED 3 of 9 A4 1'4 =1' -0" 4 c3 4, LOFT LEVEL 12'—Or / 3' —O' 1 3' — / / 3' -4 / 2' -8" / 2' -10' 5' -5 1/4 / 6' - -Or / 3' -11' / 6' -0' , � 8' -3 1/4" i 6 6 15'- 11 -11 " 6 f 5' -5 1/4" 3/4 I 3' -1 6' -10' 4, 1O' -7 3/4 t_ t_ Q 25' -9" S3' -6" FS 4' 15' -1 1/4 '21' -10' Q 6' -8 3/4" RECEIVED CITY OF TUKWILA ? 0 3 'ikA P€HAAITCEN TER 9 I 10 I 11 I 12 - I 13 I 14 No. O COPYRIGHT 1991 ALL CONCEPTS AND IDEAS ILLUSTRATED IN THIS DOCUMENT ARE THE EXCLUSIVE PROPERTY OF MORTENSEN ARCHITECTS DrawIng Title Seal REVISIONS /SUBMISSIONS MORFENSEN /- RCHITECTS CONSULTING ARCHITECTS AND PLANNERS 100 SOUTH KING STREET SUITE 200 SEATTLE, WASHINGTON 98104 -2885 VOICE 206,625.1665 GRAPHICS 206.624.5842 LESCHI TRADING COMPANY DEVELOPERS AND BUILDERS 3801 E TERRACE SEATTLE WA 98122 208.323.0372 BRUMMERS HILL PROJECT 143XX MACADAM RD TUKWILA WA 98168 COTTAGE # LOFT LEVEL Drawn DENNIS Checked Reviewed Project No. Drawing No. CITY OF TUKWILA APPROVED S ,16 1991 Dote CAD Pie No. D: \QIENTS\LTC1A102 09/02/91 20:32 A l 02 K 0 F C FOOTING AT GARAGE R =19 BAiT INSUL VAPOR BARRIER 1 HOUR RATED GWB NOTCH FOR ELECTRICAL CAULK R =19 BAiT INSUL 2X10 JOISTS 0 16"o/ 2X6 TREATED PLATE 4 CONCRETE SLAB X X� 6x6- W1.4xW1.4 REINF MEMBRANE GRAVEL BED BAR 016 "o/c VERT R =19 BATT INSUL BLOCKING 2X10 JOISTS 0 16"o/ COLUMN CAP INTERIOR FOOTING 2x4 BEARING PONY WALL w/ 2X40 1/2'x6` AB -048'% TREATED PLATE #4 BARS 0 12 (2) #4 BARS CONT VAPOR BARRIER CONCRETE PAD 5/4x3 TREATED DECKING SPACED 1/8 2x10 BLOCKING 2x10 TREATED JOISTS 016'% TREATED PLATE (1) #4 REBAR 0 TOP 1/2 xB" AB -* 48'o/c (2) #4 REBAR CONT #4 BAR O1B'o /c VE.4T — III iIi iil =lii —GRADE I —I H--III-1 —I . II 1 — i 1 i — i 1 I 11 1 I 1 —i 11 1 i I— 1 I- 111 11IIsI =i I / — - III —Ili_ (2) #4 REBAR CONF • I I I — I I n d 0 b m A4 1/4 " =1' -0" 4 ®1 iD (3) 10 FL I I l i l l I I l i l 2X U LI--- 141-x--1 -- }J I I I�I I I E, I Ii101Bi\ 1 i CRA� ACE BEARNG WA � (I4 � � %) 103 1IIIIMIiIM111 w ( 2X 0 US BEAd El A,03 II�II IIIIIIIIII { TT 11 -F .- _ A202 ._ 4x4 TEb POST L' OUTSIDE FACE B'xi6" SCREENED CRAWLSPACE 6 15' -11" 6' -0" -r4rVIg• I- Al DEJK FOOTING r i' -1 3/4 E 6 I 7 i 8 1 - 0' 5' -5 1 /4° FOUNDATION AND FIRST FLOOR FRAMING 6'-10" C. bbb 25' -9" 63' -6" 12' -0" 5' -5 1/4r 10 Q 2• I . 5' -5 1/4" / 3' -5' , 3' -5" / 5' -5 1/4 8' -3 1,, 6•=tB. 10' -7 3/4" �3 -1 3/4 Q L b •1 3Fs 11 12 SHEAR WALL NOTES ALL EXTERIOR WALLS ARE SHEAR WALLS. THE TYPE IS NOTED BY EITHER A W1 OR W2 DESIGNATION. HD PROVIDE 1- HPAHDD2 (SIMPSON) HOLD DOWN AT EACH WALL AS INDICATED BY THIS SYMBOL IN GENERAL, ALL FULL HEIGHT OPENINGS WILL BE BORDERED BY A HOLD DOWN. CD = 1/2 CDX PLYWOOD SHEATHING 0 ONE FACE ONLY, WiTH 10d 0 6"o /c ALL PANEL EDGES & 0 12 IN FIELD. W2 WITH 10d O 5" PLYWOOD A L P EL EDGES & 0 12" I FIELD. 8' -3 FS FS 4_ CONCRETE SLAB 21' -10" 10' -11" 8' -3" 13 HD HD ty2 HD SIM 14 CITY OF TUKWILA APPROVED SEP. 6 1991 $ 1 #141 BUILDING DIVISION REENEO CITYO SEP 16 1991 PERMITCENTER I 12 I 13 i 14 #1 No. MATERIAL KEYING LEGE CORRECTIONS /CLARIFICATIONS. RESPO TO PLAN REVIEW NO. 91-364-.: DATED SEPTEMBER 4, 1991 TUK PUB ;W CRAWLSAACE VENTING TOTAL CRAWLSPACE AREA=1198.4.3 S.F AT 1 S.F. FOR EACH 150 S.F.. REQUIRES ,7.9896 S.F. OF VETCH. STANDARD 8'x16" VENTS RATE .75 S.F. EACH THEREFORE REQUIRED VENTS EQUAL 10.625-.OR' 11,00 ACCESS TO CRAWLSPACE'(18"x24") WILL BE , THROUGH FALSE FLOOR IN MASTER BEDROOM CLOSET LABLED WTTH DOOR 41115 ATTIC SPACE AT THE RIDGE IS LESS THAN 30 CLEAR HEIGHT AND THEREFORE REQUIRES .NO ACCESS. UNDER EAVE INTERSTITIAL SPACE RANGES IN CLEAR HEIGHT OF- 4' TO 0'. ACCESS IS ADDRESSED THROUGH UNFINISHED WALLS IN THE BONUS ROOM. SHOULD WALLS BE COVERED AN ACCESS ' DOOR OF NOT LESS THAN 22'x30 WILL BE PROVIDED HANDRAIL: MAIN STAIRWAY WILL HAVE A HANDRAIL ON THE CENTER WALL, ONE SIDE ONLY. CARRIAGE HOUSE PROTECTION:. ALL WALLS, SURFACES. STRUCTURAL MEMBERS. DOORS #105 #108 WILL BE RATED FOR 1 HOUR OCCUPANCY SEPERAT1ON OR ?PROTE TO SUCH REQUIREMENTS. FOOTING DETN S: BASIC STRUCTURE IS N TWO STORY, BUT 1;1/2 S TORY. ENGINEER CALCULATIONS ARE PROVIDED TO JUSTIFY DETAIL .'.A`1 /A202. ' H NOTE THAT DETAIL HAS BEEN MODIFIED IN REGARDS' TO REINF RCEMENT ": BEMIS AND FRAMING COMPLETE STRUCTURAL CALCULATIONS ARE ATTACHED' GF3(AIN' PATE M50- 1144024- 2M ' oaT}It i NS"tEILLATLO1.(. ` co DC -TAILS AND 'p6Cf3 - 'PQp ftser) Ats. 1-Isr 1 'CUTZEQ.v QND C.FM, 1RTIIJG OF $ ALL SOURCE SPECIFIC FANS WILL BE DUCTED DIRECTLY 'TO THE OUTSI AND RATED TO .DELIVER REQUIRED AIR FLOWS AT 025 INCHES OFWi GUAGE. (STATIC PRESSURE) A WHOLE HOUSE VENTILATION FAN WILL BE INSTALLED CAPABLE EXHAUSTING INSIDE AIR AUTOMATICALLY FROM-ALL HABITABLE THE AMOUNT OF. .35 AIR CHANGES PER HOUR (ACH) OR 19 : PLUS 15 CFM PER BEDROOM, WHICHEVER IS LARGER THE WHOLE HOUSE FAN WILL BE CONTROLLED BY AN AUTOMA CONTROL TO OPERATE THE FAN AUTOMATICALLY. Drawing Tits 1991 WASHINGTON STATE VENTILATION AND INDOOR AIR QUAId1Y 1 SPOT (SOURCE SPECIFIC) FANS WILL BE LOCATED' IN THE KITCHEN - IN LOWER. BATHROOM 1 EACH SHOWER AND WC - COMPARTI4 IN UPPER BATHROOM (1 EACH SHOWER AND WC COMP FAN AND DUCTING WILL BE LOCATED IN THE UNDER SAVE INTERSTITIAL SPACE THAT SURROUNDS THE STRUCTURE. THIS ""SPACE IS )NSUI SO VENTILATION DUCTS WILL NOT BE INSULATED.? FRESH AIR WILL BE SUPPUED THROUGH THE DEVICE OK VENTED 'VIN INTERIOR DOORS WILL BE UNDERCUT TO ALLOW. AIR FLOW 5STWEEN FRESH AIR SUPPLY POINTS AND EXHAUST AIR PICKUP POINTS STRUCTURAL FRAMING REDESIGN REVISIONS /SUBMISSIONS MORTENSEN /RCHITECTS CONSULTING ARCHITECTS AND PLAN'J2S 100 SOUTH KING STREET SUITE 200 SEATTLE, WASHINGTON 98104 -2885 VOICE 206.625.1665 GRAPHICS 206.624.5842 , o COFVOCHf 1991 AL GONG TS AND IDas ILLU51Parco IN THIS DOCUMENT ARE 11ff EXCLUSNE PROPERi1' or MORTESEN ARlSUIF LESCHI TRADING COMPANY DEVELOPERS AND BUILDERS 3801 E TERRACE SEATTLE WA 98122 208.323.0372 BRUMMERS HILL PROJECT 143XX MACADAM RD TUKWILA WA 98168 COTTAGE #1 FOUNDATION /FRAMING PLAN. Project No 12 SEP 9 ' D: \cUENIS LTcIAIO3 59/12/61 ",17,39 k0Wtn9 No. A10 4 of 9 6' -11 1/2' ROUGH FOR ALL OPENINGS 24 OVERHANG Reviewed Date SEPT 1991 CITY OF TUKWILA APPROVED,:;. sEP161V91 BUILDING v ISION; 11? A R -30 BATT INSUL VAPOR BARRIER FLASHING 1 Li 2 3 24 CEDAR HAND SPLIT TAPERS -16" TM. FlRETREAT BUILDING FELT 1/2" CDX SHEATHING 1x4 CEDAR BEVEL SOFFIT 14 CEDAR TRIM 1 1/2' CONE VENT WITH BRONZE SCREEN 1x4 CEDAR TRIM b (son 1/4 " =1' -0" 4 o- L� L tAO Q Q Q / 3 -0' / 3' -0' / ! 3' -4 / 2' -8' / 2' -10" / 5' -5 1/4" 6' -t5' / 3.-1r J. 6' -O' , 8' -3 1/4" / 6' -10" CE CE x 15'-11 - 6 k LOFT LEVEL FRAMING 12' -O' 4, I i 1 I11I (2) 2x12 J�1,111.111.11 o I 4x 2 HEADER OVER OPENINGS BEL W r. YIIfI I I I II - -I �IIII� 9HEADERPENGSBELOW 111 2 7 III U LW 464 POST BELOW 4x4 POST BELOW Fs c Q Q bbb 25' -9' 63' -6 f 10 I 11 I 12 _ I 13 I 14 ,...... II I Q 5' -5 1/4 3/ {' -3/4 10' -7 3/4 ° fff Fs 4, i, I 5 1/8'x16." GLU LAM BELOW - 5 1/8'x12" GLU LAM BELOW I I 0 I I I 1fl1I II1 5 7 i 1/8" x16" LAM c2, 2�tZjH_ 9' -2 1/2' �, 5' -10 3/4" 15' -1 1/4' 21' -10" L E4E:tpe3t_. 6' - 6 3/4" RECEIVED CITY OF TUKWILA SEP 161991 PERMIT CENTER I 5 I 6 I 7 I 8 I 9 I 10 1 11 12 I 13 14 No. O COPYRIGHT 1991 P1 CONCEPTS AND IDEAS ILLUSTRATED IN THIS DOCUMENT ARE THE OCCLUSIVE PROPERTY OF MOR ENlSEN Drawing This Seal MATERIAL KEYING LEGEND STRUCTURAL MODIFICATIONS REVISIONS /SUBMISSIONS MORTENSEN /RCHITECTS CONSULTING ARCHITECTS AND PLANNERS S WASHINGTON 9 8 1 0 0 4- -2 885 VOILE 206.625.1665 GRAPHICS 206.624.5842. -. LESCHI TRADING COMPANY DEVELOPERS AND BUILDERS 3801 E TERRACE SEATTLE WA 98122 206.323.0372 BRUMMERS HILL PROJECT 143XX MACADAM RD TUKWILA WA 98168 COTTAGE #1 LOFT LEVEL FRAMING Drown DENNIS Checked Scale AS NOTED Project No. 12 SEP, 91 Dote CAD FIN No. D: tcUERTS \LTa7A104 09/12/S1 21:99 Drordog No. A10 5 `` of , F D C MATERIAL" KEYING CITY OF TUKWILA: APPROVED sC 1 6 1991 G DIVISION El Al 2 3 b A4 1/4 " =1' -0" ROOF FRAMING 12' -0" Q q 3' -0" , 3' —O" , • 3' -4 j, 2' -8 2' -10 , 5' -5 1 / 4 6•-Or 3' -11" 6° -0° 8•-3 1/4" , 6' -10" Fs b b 15 -11" Q bdb 25' -9" 63' -6" 1/4 10' -7 3/4 10 i 11 I 12 13 3' -1 3/4 4 1/2" 15 -1 1/4 21' -10" 10 3/4° 6' -8 3/4° RECEIVED c1TY Of TuKWlil' SEP 16 1991 PERMIT(ENTER 4 I 5 I 6 I 7 I 8 I 9 I 10 I 11 I 12 I 13 14 # 1 No. O COPYRIGHT 1991 AL CONCEPTS AND .10.5 ILLUSTRATED IN THIS DOCUMENT ARE THE EXCLUSNE PROPERTY OF MORTENSEN' ARCHITECTS Drawing This Seal STRUCTURAL MODIFICATIONS REVISIONS /SUBMISSIONS MORTENSEN /RCHITECTS CONSULTING ARCHITECTS AND RANNERS BRUMMERS HILL PROJECT 143XX MACADAM RD TUKWILA WA 98168 100 SOUTH KING STREET _ SUITE 200 SEATTLE, WASHINGTON 98104 -2885 VOICE 205.625.1665 GRAPHICS 206.624.5842 LESCHI TRADING COMPANY DEVELOPERS AND BUILDERS 3601 E TERRACE SEATTLE WA 98122 208.323.0372 COTTAGE # ROOF FRAMING Project No. Drawn DENNIS Checked Date SEPT 1991 Scale AS NOTED Drawing No A105 of '� 12 SEE( Date CAD Fide No. D: \CLIENTS\LTCTAID5 09/12/91 2534 1/4' =1 • —or TOP. OF= BEAM TOP OF PLATE TOP . 111F PUDE 70P OF RATE TOP OF BEAM TOP OF PLATE TOP OF PLATE SUBFLOOR TOP OF PLATE G4 NORTH ELEVATION i1 -1 -11•11 SOUTH ELEVATION U 11 II 11 1 I11 II Y N u RECEIVED CITY OF TUICWILA 0 3 i551 PERMITEENTER MATERIAL -KEYING LEGEND. NORTH Drawn DENNIS Reviewed Date SEPT 1991 Scale AS NOTED BI INC DIVISION 11 12 No. REVISIONS /SUBMISSIONS SEATTLE, SOUTH KING 98104 8 VOTE 206.625.1665 GRAPHICS 206.624.5842 CITY OF TUKWILA APPROVED S 16 1991 ! L: MOR1 E /RCHITECTS CONSULTING ARCHITECTS AF'D PLANNERS Date O COPYRIGHT 1991 ALL CONCEPTS AND IDEAS ILLUSTRATED IN THIS DOCUMENT ARE THE DCLUSNE PROPERTY OF MORTENSEN ARCHITECTS Drawing Title LESCHI TRADING COMPANY DEVELOPERS AND BUILDERS 3801 E TERRACE SEATTLE WA 98122 206.323.0372 BRUMMERS HILL PROJECT 143XX MACADAM RD TUKWILA WA 98168 COTTAGE #1. AND SOUTH ELEVATIONS Project No. CAD File .No. D: \CLIENTS \LTC1 A200: 09 /02/91 2.39 E Drawing No. A200 A 7 of 9 G4 EAST ELEVATION 1/4 TOP OF BEAM TOP OF PLATE TOP OF PIXIE SUEPLOOR TOP OF PLATE TOP OF BEAN TOP OF PRATE TOP OF PLATE SUBPLOOR TOP OF RATE WEST ELEVATION ATERIAL KEYING LEGEND Reviewed Date SEPT 1991 Scale AS NOTED etrY OF TUKWIIA APPROVED SEP 16199? Lao BU LDI G DIVISION A4 1/4' =1' —c' 4 7 1 8 9 ( �S ER c_ 10 RECEIVED clTV o= TUKWILA SEP 03 1Syi PERMIT CENTER 11 I 12 I 13 I 14 No. Drawing T T REVISIONS /SUBMISSIONS MORTENSEN IRCHITECTS CONSULTING ARO- IITECTS AN) PLANNERS 100,, SOUTH KING STREET SURE 200 SEATTLE, WASHINGTON 98104 -2885 MICE 206.625.1665 GRAPHICS 206.624.5842 COPYRIGHT 1991 ALL CONCEPTS AND IDEAS ILLUSTRATED IN THIS DOCUMENT ARE THE 1DOWSNE PROPERTY OF MORTENSEN ARCHITECTS LESCHI TRADING COMPANY DEVELOPERS AND BUILDERS 3801 E TERRACE SEATTLE WA 98122 208.323.0372 BRUMMERS HILL PROJECT 143XX MACADAM RD TUKWILA WA 98168 COTTAGE #1 EAST AND WEST ELEVATIONS Drawn DENNIS Checked Project r No. Date CAD Frio No. DAMENTS \iTCC1A201 09/02/91 21:41 C Drawing No. ,201 A 9 SHEAR TRANSFER BLOCKING w/4 -2 DIA HOLES PROVIDING 12.56 SQ INCHES CLEAR OPENIN RAFTER BAY 6' -11 1/2 ROUGH FOR ALL OPENINGS 1 1/2" =1' -0" 1 1/2 " =1' -O" TYPICAL EAVE 2 1/2 RIGID INSUL TYPICAL FOOTING 24 CEDAR HAND SPLIT TAPERS -16 TW. FIRETREAT BUILDING FELT 1/2 CDX SHEATHING R -30 BATT INSUL VAPOR BARRIER FLASHING 2x10 FIR JOIST JOIST HANGER afs� 1/4 " =1' -0 /4 " =1' -0" TOP OF BEAM TOP OF PUCE TOP OF PLATE VENT SPACE INSUL O HORIZ '" 1111111111 IN 11! I���Illl 111•111111111111111111111111MMIIIIIMMINIIIIIIIMME1111111110111111EMIMINFIMIIMINIMIMIIIIMMINIk EN G4 SECTION LOOKING SOUTH A4 SECTION LOOKING EAST 15 RISERS 07 14 TREADS 0 10 11 12 I 13 14 WOODSFOVE WITH OUTSIDE` AIR DUCT. 1991 APPROVED. XJT ItpS ALTZ VOCT To ZS_ wit. fa 524-I14, U / gOoi&Lf OPERABLE 1JAAAApEZ.. 4x12 RAFTER BEAM AT C do E GRIDUNES 5 1 /6 GLU IAM BEAM PROTECT WITH H 1 HOUR FIRE RATING ( ? / ` ZiPE Y G.It6. 5' -1034 6' -834 6 CROSS BRACE 4 FURRING BOTTOM OF RIDGE TOP OF BEAM TOP OF PLATE TOP OF PLATE SUBFLOOR TOP OF PLATE R.O. ALL OPENINGS STRUCTURAL MODIFICATIONS REVISIONS /SUBMISSIONS n N 100 SOUTH KING STREET SURE 200 m SEATTLE, WASHINGTON 98104 -2885 VOICE 206.625.1665 GRAPHICS 206.624.5842 O COPYRIGHT 1991 CONCEPTS AND IDEAS ILLUSTRATED IN THIS DOCUMENT - IRE 1HE PROPERTY OF MORTENSEN ARCHITECTS BRUMMERS HILL PROJECT 143XX MACADAM RD TUKWILA WA 98168 MORTENSEN /RCHITECTS CONSULTING ARCHITECTS AND PLANNERS LESCHI TRADING COMPANY DEVELOPERS AND BUILDERS 3801 E TERRACE SEATTLE WA 98122 208.323.0372 COTTAGE #1 BUILDING SECTIONS DraMm DENNIS Ohscked Date SEPT 1991 Scale AS NOTED CITY OF`TUKWILA AV'' SEP 1f6 PPRO 199 1 4 9 of 12` CAD fife Na' O: \CLIENTS\LTC1a20z 09/12/91 25 Droivin9 No. A '02 , M F! D sue= a� 3/4' PLY SHIM 6' -11 1/2 ROUGH FOR ALL OPENINGS El 1 1/2" =1' -O" 1/2 GWB 3/4 PLY SUBFLOOR LOFT LEVEL BEAM R 19 BATT INSUL VAPOR BARRIER I 1/2 COX SHEAR -ONG TYVEK HOUSE WRAP CEDAR LAP SIDING NOTCH FOR ELECTRICAL CAULK 2X10 JOISTS 0 16'o/ 2X6 TREATED PLATE 1/2'x10 6 t t GRADE II — I I —I I I —i I l— — 111 1I1 1I I -1 I -1 I R -19 BAIT INSUL (2)14 REBAR CONT Aft 5/423 1/2 CEDAR DECKING (EAST WEST) 4 F Q 4 5 6 7 8 9 10 11 12 13 14 SnAr._ BE COuPRESSON ,PE ARO 4AvE • Twe P BREAK.. FLANGE wnl■ BREAKNG IlRuERE AT "uE GROuND ORE co. KAvE A SELF-OR.ING BOvrei WM. rACTORT r17.1.M om .101.NC: APPROmATELT OUNCES Dr OR- OR. Swum BE SO ,E5,G.ED AS :0 OVE A MAR-, L.IBRICATOu 5:Eu5 Ea, - ruE 41 TREATED Note: Easementshown crossing Lot . A . is for purpose of providing access, sewer, domestic water, storm drain & other utility services to Lot . B. and to provide a storm drain system easement for Lot . C . Itern T OE Tnnk N!t: 1I 1.-e- met. cr " °Th 's 16 FKOfILE - t7. 14411-1 t-7T. PoRiz..: -. 30' VeKT. :1" =20' (irounel ksne • Center Fresrerty VICINITY APPROVED: PER PUBLIC WORKS LETTER DATED PLAN r KOF OF KOP0e9 PAWKIN 4 21-1ORT PLM Fnler Fabr:c Mau:nal 607 rn,e rods Use stapes or .vue nnqs :a am:. ..... *Pon pasts. atanaara or lancer eu Mare. - • mu:Wane:nate: Studio:Keno. Fabricar equiv. Pronc.3nr 1.5" wasned grave: bacnkIf trench arra on born pans of fitrar fence tab. on the votwe ny a Seeel lance ,O1.3 • The filter fabric shall be purchased in a continuo. roll cut to the length el the barrier to avoid use of joints. When joints arn neces.ry filter cloth shan be sprited toga.' orgy. a support With a minimum 54.th ovensp, and bothends securely_fa.ened to the QosL b. The ft w fapric fence shall be installed to follow the cum.. (where feast.). The h.ce Po. • shall be spaced b :Mashburn 06 feet apart and driyen securely info the gmund (minimum of 30 inches), . • ci A trench S4a0 be exeavated. roughly 8 inch. wide .d inches deep. UPstfne apd adjacent to , the wood. 00St tr) an0 . lifter fabric to be buried. • • . VVhen.standard strength filterifabric is used. a wire mesh support fence shall be fastened . securely tolhe upslope side of the posts using.heaveduty wire staples at I.st 1 inch long.. Wites of hit :rings: The wireshallektend'into the trench a minimum of ieldna, and, shalk not : esdind more than 36 inchei 4.4 the original ;Ground suiface_ e 0 o.th I the originaVground surface: Fgt.. fabric shall not be stapled to trees: Provide Fun Woo 30 IngressrEgress Area f • • Whenextra,strength filter fabric and closer post sparing are one. the . ... 31 ' o e gtifirS e I Zty ,' '''''''''''''''''''''''''''''' . . . . . h • - - Filter fabric:fences-s hh0 served theinuseful tits r. before - trOstot: bred. IlaS 4401 030y 30d ''''''' ......... ..... Filter fabricifences inbpected immediately after each raftdall andel le30 030y d0009 . . prolonged tamta0..:Ady Muiited tipbas:shitt be made immediateli PERMIT CENTER VICINITY MAP Easement shown crossing Lot "A" is for purpose of providing access, sewer, domestic water, storm drain & other utility services to Lot "B" and to provide a storm drain system easement for Lot "C" detail profile access road detail fire hydrant assembly vicinity map hawkins short plan