The URL can be used to link to this page

Home My WebLink AboutPermit D99-0277 - The Junction Lot 16 - New ResidenceThe Junction Lot 16 City of Tukwila( Parcel No: 377930 -0160 Address: 5614 S 150 ST Suite No: Location: Category: NSFR Type: DEVPERM Zoning: Const Type: VN Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: Contractor License No: TRYONCL013DH OCCUPANT OWNER CONTACT CONTRACTOR Permit Center Authorized Signature: Print Name: DEVELOPMENT PERMIT .0 South: .0 Sewer: TUKWILA Slopes: o'J iktio i Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. Permit No: Status: Issued: Expires: Occupancy: DWELLING UBC: 1997 Fire Protection: NA East: .0 West: .0 Streams: (206) 431 -3670 D99 -0277 ISSUED 11/18/1999 05/16/2000 Phone: Phone: 425 - 228 -9750 Phone: 425 -255 -6518 Phone: 425 - 255 -6518 THE JUNCTION -LOT 16 5614 S 150 ST, TUKWILA, WA 98188 TRYON CONCEPTS LLC PO BOX 146, RENTON, WA 98057 DON TRYON 14420 SE 84 ST, NEWCASTLE WA 98059 TRYON CONCEPTS LLC PO BOX 146, RENTON, WA 98057 ******************************************************** * * *•k * * * * *•k * * * *** *** *•k * ** * *** Permit Description: CONSTRUCTION OF A 2,367 SQ FT SINGLE FAMILY RESIDENCE, 535 SQ FT ATTACHED GARAGE, 120 SQ FT COVERED DECK AND 100 SQ FT UNCOVERED DECK. PUBLIC WORKS ACTIVITIES INCLUDE:SANITARY SIDE SEWE R, WATER SUPPLY, WATER METER, STORM DRAINAGE, AND ACCESS. **************************** k***** * * * ** * * * * ** * * * * * *** *** * * * * * * * ** * * **** *•kilt * * *•k * * * ** Construction Valuation: $ 216,688.20 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: LJM Curb Cut /Access /Sidewa /CSS: Y Fire Loop Hydrant: N No: Flood Control Zone: N Hauling: N Start Time: Land Altering: Y Cut: 139 Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: Y No: Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N **• k***• k************************************************* * * * * * * * * * ** * *•k * * *•k * * * * * * * * * * TOTAL DEVELOPMENT PERMIT FEES: $ 3,164.77 ***************************************************** * * * *•k * * * * * * * * * * * * * *** * * *•k * * ** k* Size(in): .00 End Time: Fill: 139 Date: (HO 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 provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Signature: -C / Date: 111 k 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. 12 cuy OF TUKWILA Address: 5614 S 150 ST. Permit No: D99-0277 Suite: Tenant: Status: ISSUED, Type: DEVPERf1 Applied: 08/09/1999 Parcel #: 377930-0160 Issued: 11/18/1999 4.*******A*A*****A***********k*A****0414.*All**A*i*****AAA****A Permit Conditions: 1:. No changes will be made to the plans unless approved by the .Engineer and the Tukwila Building Division. 2. All permits, inspection records, and approved plans shall be available at the job site prior to the start of any con- struction. These '',documents are to be maintained and avail- able until final inspection approval is granted. 3. ,Electrical permits —shall be obtained through the Washington ,State Division of Labor and Industries and all electrical work will be inspected by that agency (248-6630). 4. '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). 5. All mechanical work shall be under separate permit issued by the City of Tukwila. 6. 1411 construction to be done in conformance with approved , plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (199) Edition), and Washington State Energy Code (1997 Edition). 7. Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 8. 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. 9. Any exposed insulations backing material shall have a Flame Spread Rating •of 25 or less, and material shall bear identi- fication showing the fire performance rating thereof. 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. CONTRACTOR SHALL NOTIFY PUBLIC WORKS UTILTIY INSPECTOR MR. GREG VILLANUEVA @ (206)433-0179 OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE, 13. 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 IMMEDIATELY FOLLOWING STORMS. FROM MAY 1 THROUGH SEPTEMBER 30, INSPECT AND MAINFAIN rw 1140,44 m.n TEMPORARY, - EROSION PREVENTION AND SEDIMENT AT 1 .-AST :MONTHLY: A LL DISTURBED ;AREAS OF' THE SITE SHALL BE';PERMANENTLY STABIL•IZED,.PRIOR TO FINAL CONSTRUCTION "APPROVAL Driveways. shall comply with City residential standards ,Drivewav width shall be a' 10' minimum and 20' maximum: Slope: shall :.be amaximum of 15 %. Turning radii shall' be a mi;nlmum. Hof fi,v.e'feet:' Driveways :shal l be paved for. a minimum distance of 20' from,`. the `edge of- existing road pavement': ny+ rnater�ial 'spiel l_ed onto any street shall be cleaned up i mme�i i:a t+e.l y Hauling over 50 cy sha.l ; l require application for ,a Haul in ermit; prior :to any associated a Connection Fees : ... Instal 1`,Deposi,t: Add '.:I Install; Deposit: Plan Reviews, J Fee: . Iispection, Fee: Water Turn On Fee : Special Assessment:' Other Fee: WATER METER SUP PLEMENT. DEVELOPMENT PERMIT'. ETER;A WATER METER 13 WATER METER C Appl Date: ::'08/09/1999 • .Issued..Date: 11118/1999 $:00 $.00 ,s .o $.00 3;.00. '°' ,`; $.00 tt $.00 �, $; 00 $ 00 $.90 $.09 $ :00 acs; $.00 Permit Na D99-0277 ,tatus ISSUED Ste Address: 5614 S . 150 5' Location. TOTAL. WATER VMETER.::,.FEES : Project Nameffenanl ..— au c— 0 0 6c3Y-dz (6 Valu of o ction: Site Address: �Cit / : ip 57 >0( ,5. /56)4 5 r at fate �4' Tax P Number: Ef 5 "?Z�► 777..3 Phone: -� 2 Z 9750 Property Owner: 10. Cobcce c �C.' Street Address: City State /Zip: Address: 00> l (e{G IA al: S - 7 Fax #: 4Z5 2 zr 7 0 3 --- Contractor: _ 7r ' y ) CDUCPr «�, Phone: Street Address: City State /Zip: Fax #: i. Architect: t /44(2 6 ff6( 14 c7/S Phone4: .4( 57336 Street Address: ,/ ,, �, / ,� City State2i GY / (Jt'7 op w4 (, mil' !�U W ;4D Fax #: - 2� e7 . 7P Engineer: *//2AY 1 dt 4 Phone: Street Address: City State /Zip: Fax #: Contact Person. --- ati � � f it1 Phone: {/5 z5- 5/e Street Address: it SZip : �� 56, e.4 :2 S7/ ,�/p4)c t� � tate / A 9 #: Fax �{z5 2 S f Description of work to be done: /Up kJ 4 a-LL Type of work: New Single - Family Residence ❑ Addition - Single - Family Residence Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: ,V3 sq. ft. Dwelling C20 sq. ft. Covered Deck(s) 535 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) fVU sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot)_;( Tor an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Single- Family Residential Permit Application CITY OF. TU; NILA =Offs ammenwmis Permit Center Project It'ue. r:. Maa -- 15 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Permit Number Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut Sa cubic yds. 0 Fill cubic yds. R ❑ Moving an Oversized Load: Start Time: End Time: Lt Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public Storm Drainage ❑Street Use ❑Water Main Extension 0 Private 0 Public Water Meter /Permanent # Size(s): Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date appijotiowifepte Date application _expires: App cat n taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 BUILDIN NER OR AUTHORIZED AGENT: Signature: ] 111 GI -A, Date: 2, . , 5 9' Print name: A 7 ON P ":75-5.45/0 f #. i Y6 z-- Address: 14 426) City/State/Zip: ALL SINGLE - FAMILY RESIDENT f PERMIT APPLICATIONS MUST B DRAWINGS PREPARED BA a REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Propo access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ ❑ Foundation plan and details ❑ ❑ Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ in Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the 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. 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. SFI'ERMIT.DOC 2/13/97 BMITTED WITH THE FOLLOWING: std.kk'icA *sk *ski'�>t.A *tits4 >• a k ss . **4: C ^ *•l: 4* �tsth�:s k:s.n •f * r is f.Y OF TUKWILA. NA ∎ Q 1 I :TRANSMIT sk *isA issks A:* iksk A A* AA* sksk** A* sk A•* A• AA** A*` it *A***A*4,**4**b4,**A *,*•A ?:* E•RiUSMIT.Numb'er : )19,S,00.t9() Amount:. 2.09'2.95:11/1G/99 12:01 'Payment Me'th od.. CHECK Notation: TRYGN CONCEPTS In it: WC R P •:nit blow . 099••0277 Type: OLVPERM DEVELOPMENT PERMI:1 : .parceL No c 377930• -01 r. O .;l,'ite :. 5614 3 150 ST. Total Fee 3,164.7Y This Paz 2 ..092.95 Total JILL P►ote t 3.164.77 Balance: .00 A *sk*A.AA *A Ado * *•ksf *A**sksk *A***44* AAA • #: *AA*•k*AA*• *it4sl **AAAA*A* Account Code 000 /322.100 000 /345.830 000/3'45.830 000/ 386. 904 000/342.400 412/342.400 402/342.400 401/3!38.10 401/386.520 401/142.400 401/343.405 000:322.100 000/345.800 t)eecriu!;ion. EtUI:I.f)I:tlG -- RES PLAN CHECK - UTILITY PLAN CHECK.- WATER METER STATE •13.UIL ING SURCHARGE IUP FEE -• UTILITY IHSP FEE "- !STORM DRAIN IN SP FEE -, SMC /S,i.i 'NAHA CONNECTION WATER INSIAL,I..ATTON ((EP) wATL•R INSPI:CTIfN FEE wriuR TURN —C)N FEL LAND ALTERING PERMIT' FEE LANG ALTERING PLAN CHECK Amount 1.648:.95: 20.00 10.00 15.00 15 00 20.00 60.00 150.00 25.00 7:.00 37.50 8940 11/19 9717 TOTAL 6443.49 * *hAh *h"3ab:4* 4. " * *e * *a• *•A* + *.4:\ k:4. * *h •h **k*A:4.*.4*h:t to kic44, n11:. t•v •/ 'fit,iuc f•. 4 *AA kA *.* :: 4•*•*• a1* fi"• F. dfi *k *iF4.:ti * *4k *:'.i•M•h,drA:i* 0t(3t?831I'C ttiinbr�i a ? : ?. ;.t; ?1w8:? .01:;09 02 t):ar I'rrvm-,rit •.? ethod c :Cliff: C1 Notation: T L'Y'ON .: NCt•I'T5 ?;Flit; TLki: Peirimjt: ?lc)w. j)9 T'vne: ilE9PER3<i UEVELi.+l'M,EtlT I? l; T Total Total ALL Ctmtlad 1..i!.71.82 Balance :[,i;'.,fs.w Ad. * *kat•kdr4 * 4r****A* A. “, *4 * *+4 * * *{:4ks\ * *••4 ** * *:4.* ) :4st * *AirA,.,*t * * *:A• *. *A *• ** Oc,c un•tr I tidt Dr ci Amount O0O%.3,4 i £ J() PLAN CHECK RES t.A71.82 Project: , Unc. j 1. ttn - 1-ti I •pe of Ins, •ction: F I nct I 1: 3 I r 1 Address: 1- u.,. 1.4 S (' , �; 1 � S Date cal • • - D 5 - L , � Special instructions: D to wanted: � - c-c- lam ` � Requester: t.Li - D '— 7 S-' — l c S re INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 - Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 021 PERMIT NO. (206)431-3670 Corrections required prior to approval. COMMENTS: 9j ,r^ ilnsp D ¢ 4 ins action $47.00 REINSPECTION FEE REQUIRED. Prior to i , fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Prot t: — r�►� jo I�.�, t oil i• Type of Inspection. I' w gam,, A S l e/ 5 /5 2 S T Date ca led: Sp e instructions: Date wanted: a.m. P.m. Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: � /svoa , Fv‘bQ rweft INSPECTION RECORD R e t ain a copy wi perm 04 6 Li PERMIT NO. (206)431 -3670 El Approved per applicable codes. El Corrections required prior to approval. Inspector: 6./ Date: g' Zy /(z) El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: ""' J oI1 Type o ec to • Address: / // .. �� Date called: .y/7 em Special instructions: -0t- IC Date wanted: , ,A1 6 U p.m. Requester: � /o, Phone: ,7 - „9.ss — (a51Y uays+. wmerart ,ccn� wvecnan uc.c..sa n.vnws asuux..".....,.nau — r. axnui eeai stc211 :4001Vxhx5e,RZL`T INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA.,.B'8188 0 Approved per applicable codes. 1 Corrections required prior to approval. COMMENTS: "(l3A-L 1l Inspector: Receipt No: 5c-6-rf Date: PERMIT NO. Date: DY'7-4z 71 '(206)431-3670 $47.00 REINSPECTION FEEREQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project; ` r tib Type of Inspection: •n Addre 01 5 D /v 1 5D gi Date called: 0 r )7/00 Special instructions: Date wanted: tt if a.m. p.m. Requester:, {l�r-, /771/ Phone: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Date: PERMIT NO. (206)431 -3670 Approved.per applicable codes. El Corrections required prior to approval. COMMENTS: t ow taiii4-0: / D, 5. Inspector: Date: s / /__i El $47.00 REINSPECTION FEE,REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Project: j 0, L04 Type of Inspection: PVA bkit tA )4-U.-- Address. S101 3 15 i" Date called: 4--- Special instructions: . (O 1-c- PDS SOO CAL Date wantl a m . 4 . .... 7 --..... 1 ... p.m. equester - )Y3 T Phone: 4,DS coc 1 9 4. INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 PERMIT NO. (206)431-3670 Approved per applicable codes. El Corrections required prior to approval. 'COMMENTS: Receipt No: Date: iAL 0 $47.00 REINSPECTIO LEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Prnject: Joncilon-1-6 1 (0 Type f Inspection: Trlker I nr ()Dd brad I Address: I 51C) 1 LI 3 S S+ . Dar cy Special instructions: Date, wanted: a.m. Requester: • INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: C4. 4 :•• • •-•• .• • • • • lnsp c2 Date: y . f $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: ''ect: � �� Type of J,c1i�s�Pection: � P d s , )31.6,��. - .I 6, Iv ► D ate c l led: ��-�I Special instructions: f ')3 ! I con t.+ r r no L,L; bie Date wanted: t. ime Reg r .-- l ' if la_ Phone) -(s CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431 -3670 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. COMMENTS: Goefe-6 14146t. 1ikirSetA 077.0GI 41/i(. oxirio Receipt No: Date: COMMENTS: Type_of Inspection: - -tlaK,to . C9 /r /C ,IC E S S" tics F��./". -9 Date calle -� 4a ia�c CD (2j?.C-f,6. f , tb9-,e C T V Special instructions: /,< ('''' C& - 90 r cr is C e l =l-4it e - 5/4-, Pho`ne F — c e--'' .. .7 , C A M /i2 7A-td JOE' 4.e y • /A/ f •.'. PA/Z/}( O g D 71 5 r:/e C.4 54FC 10 ,, J&x -n /,(44,--es Pr ect: ' ,�/t (,h -yl. 1 cq- 16 Type_of Inspection: - -tlaK,to . Address: 56►Li- ,�. ��.=01iri 1 Date calle -� 4a ia�c Special instructions: Date wa t d: lai) (.m. Requester: .r . 1 )/i Utin Pho`ne INSPECTION RECORD Retain a copy with permit ' PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 b'r (206)431 -3670 aft Approved per applicable codes. 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. Ins r: Receipt No: Date: - ir safi f ... 1 , ns m i ci, oerrn Date it le . i 0 1 00 Il ,._..t.xci.lcsirN Ide ;019 1505+ is Av. Special i st 7 ructions: 1 Date : i /a a.m. P.m. Req u n..m r: Tr- Phone: INSPECTION NO. INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: H Q) /pet( 4,,,02.• d2249_4.4ii /4 ,4 ougti ger-ua Date: it ify6 3 $47.00 REINSPECTION EEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: &Li Receipt No: Date: Pr : c : 00 / 7 6 4i t / Type of#spec 'o ia/A.gicri A res: V s &11 5 GOihs. called: Date ca oa / a.m. 00 Special instructions: Date w bi Do 0 Requester: Phone: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: eoz Ger,,Vec. 5//eArn,c767 ,gooc cile-,4-77A767 S47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: _ • . • _ • 1: • A... •-• se,:r COMMENTS: Type of Inspec \ �C� / ) ! l�r� '4 'jam _ B il, n 5 f .iS N .O.('.� .G�l/' ,=' = r : �� F� � �� /m r / S 4 / j I � cot, h 1.4 r`" , (9L-, et ! / i r / /.�0 P- d/ , �f� Afreth-,-, 1' 6P-, A-7,4, 44 :di 17 , a : m : ? .. P..- - 2 L,, 2/6 r/ v4,i zah Li 5. `i-,,r 7 / U j gar'; L. , e,/-rrr� // z y"-- v4 3 . ac,, 4 ki,,.,a 1'7 e 4,4 2 4 j r..e. - > ; I1 ,,,./q (A ? — / / `-,. - _ _/ � -A/W ' — s / / ... / Protect: �,, 110 1� 1)'P L �U hC �ovv Type of Inspec \ �C� ddss: 5fo re l� S. I So s r Date called: 2 - 1 1 000 Special instructions: eck Al c)'90 Date wanted: 2-14-1- ,X00 a : m : Requester—r, Tr on Pon e: S- .- 5S-6)51t INSPECTION NO. Inspector: 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. Date: Ei $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: (206)431 -3670 COMMENTS: Type of Inspection: S 5 S 7 Pa Fesc— 4/f P° c r im. ,v, (d (a' s t,/, cr/ 4(6) Cam /J 0 5, c 70 4" Pn� , r W� h / ;r y a itaz � TT ..g Phone: H25 255 — b518 Ak, 7:e-0 /C- V ' G /C, e 3- uv►efion Type of Inspection: S 5 S Address: 5 b Ji J 4 c 156 }h St Date called: 2 _ I I_ 00 Special instructions: / „ /6 W Date wanted: 2. 7— 00 Requester: �O h -Tr Y p In Phone: H25 255 — b518 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 a Approved per applicable codes. 0 Corrections required prior to approval. op. Inspector: 4V Dater ed $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: f�= COMMENTS: 1 0 / / 0o t!a� 4/ " tic. Aoftny Gt4 iA p GWa sJ, r ,t)c. ( C4 66Aluiit/ 440K , 1 —. 45/C:4-- 41,t . , , 11,° i A,y, P, O. ia (*-.A p 5 0, 6 ? /Se+, 1( L.- d hsv�-r 3 S 7 A4 '/ s:A L.5774 , t. 70 (!J (Pei. phone:1425 — 255— 65 g Project: � i"h e ` TA nct i on T of Inspection: S D Address:` "''% 1 5 � 5 Dth St D ate called: 2 ' 1 1 - 00 Special instructions: 407 1( Date wanted: 2 !7r 00 a.m p.m. Requester: DO yl Tr Y O h phone:1425 — 255— 65 g INRECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION '6300 Southcenter Blvd, #100, Tukwila, WA 98188 C� PERMIT NO. (206)431 -3670 Approved per applicable codes. Li Corrections required prior to approval. Inspector: 4(1 Date: „ / ?/ f9 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: 0 k Type of inspection: 50 Address: P/ dv b is Tilit -" SJ Date called: G' o 00 Special instructions: L it /� /JJA sap Date wanted: i! �/ a.m. P.m. Requester: ,, 76 4t)4 i,, _/ d 4_, • / f' .. N Project: j - � k Type of inspection: 50 Address: P/ a S l Jc✓ Date called: G' o 00 Special instructions: L it /� Date wanted: i! �/ a.m. P.m. Requester: ,, - N y Phone No : 1 /0 1 5 . / 015.:1 — ( 5 - PS INSPECTION NO. C ITY OF BUILDING DIVISION 6300 Southcenter Blvd., #100; .Tukwila, WA 98188 Approved per applicable codes. Inspector: INSPECTION RECORD( Retain a copy with permri -' 09-027? PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Date: / / n $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: it COMMENTS: 0 IMO /34c/e ,/ 6 't /14 / , "i 7.140 / ..e-ic,4-1 4.c ,.. A eS 47 e 6 • ,i7 0 R Date i ligl: ) ) c..rn P.m. _ . i .injetb \.. i T of Insi_p an. Date falec 1 . n.,e...5r . Special instructions: L 1f Date i ligl: ) ) c..rn P.m. R cp61 T ... mg.tuatr . aig.tVgaMaltet INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION : 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. Corrections required prior to approval. ° V/A, $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Ins Date: _Erp 4._...' 1 - d, .14 = . -.KWOKI "-if / teaftlif I Al 44.. Ateszw sit 450 sr , a a t 7 a • i 1 Special instructions: / i• Date Al:/ ,-., ,,, _ , a.m. - ..e. C.Z.X.) 15..rr I) 4 ster: I 7171r «»2 P o e: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 (296)431-3670 proved per applicable codes. ri Corrections required prior to approval. COMMENTS: ( 7vp1/5 - 1 9 .: 7 77,4-675 Ins Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: MAO 0 1 1414 t.:+4; '“..P-e." • • - City of Tukwila Fire Department Pro e ct Name Mt )l.l r'1 C. t(; r. Loy t cA Address, )4".; • Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: iNIG‘ Fire Alarm: 5r51 +4+4„ Hood & Duct: Halon: Monitor: Pre -Fire: Permits: s7K 5(0 Authorized Signature L INALAPP.FRM 447v1 :l�F'''f. Pyp"ikb4V.e y"i�.�}','9R1. TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. Steven M. Mullet, Mayor Thomas R Keefe, Fire Chief Suite # Date (2_11Or Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -S7S -4404 • Fax: 206 -S7S -4439 ;iR+! a . to 6 ' �, w ' 1t,L • 5 ?the 10' PROPO TOPOG PLAN #2367 MAIN FL. o 2085' PE K COPP R WIR REVI CLEARING LIMITS PROPERTY LINES TO BE RELOCATED IN R APPRX. 139 YARDS OF E AVATI N ' R OF OT INDICATES EXISTING/PR • POSED ', NATURAL DRAINAGE PA ' ERN FOR ADDITIONAL INFORM SEE CIVIL ENGINEERING RECORDING #19990726001980 CA + ;.i A+A - t . >,;i , �J 35.0'4' SIDE SEWER MIN 2% AND 10'41' MIN AWAY FROM DRIVEWAY SANITARY SEWER STUB OUT IE: 18330' EXISTING TOPOGRAPHY STORM DRAIN IE= 190.00' TEST TEE FIRE HYDRANT • WO,/ ` A J 77; Y.Af I LER S1A1E Of WASHINGTON TI WING% i• IN SITE PLAN FOR LOT 16 SCALE : I' :20' SUBDIVISION • BERGSTROM (THE JUNCTION) STREET ADDRESS • XXX S. 150th STREET LOT AREA • 6.800 sgFt PLAN • PLAN '2359A OWNER • TRYON CONCEPTS ADDRESS : 14420 SE 84th ST. NEWCASTLE PHONE • (425) 255 -65I8 TAX •• - LEGAL DESCRIPTION • - ' U NOTES: r\- n3' have been O ~ Works impartment for cdri , h ogre nt 03 O 1 city sta lards. Accepteact ei IPE a 4' NON- and HOUSE TO E IL' � ett O T'�,d not P ORA TED ADS N• TESTABLE of / ,.. or or IS 6 S D R 35 . ( t of the QQ � ib� SLOPE. CLEAN 1S, &WOO PER CITY INFRASTRUCTU / i ,5'87' 150T SETBACKS FRONT • 20' REAR • 10' SIDE • 5' SIDE • 5' forte - design'- rawi° d D99- 0 z7 7 filltgARDS. 1 rI T FROM rap R R TO O THE HOUSE I 3/4'. WATER METER 15 FOGTITE 'I r+ ! i "5. WATER SUPPLY CONNECTED TO WATER METER SETTER 6: SITE WILL B PERMANEIVI'L BY USING SEED 4 MULCH 1. TEMPORARY EROSION CONTROL TO BE STRAW ON THE DOU,NHILL SIDE OF THE LOT PER 1998 KC. SURFACE WATER DESIGN MANUAL APPENDIX D. RIVEWAY SECTION ---- 21 SIDE S ' PE T.W. 2133' .W. 2093' JQE3 0. 99156.I4b PLAT FILE R• 55122 .02 DATE. 08 -01 -95 SRU REVISED DATE. 12 -28 -99 GSS Kapp ter Architects, P.S. 14311 S.E. 18th Street Bellevue, Wa. 98007 lel 425- 841 -5320 fax 425 - 841 -5318 CRUSHED ROCK UPPLY T R DATE 4' EX! AGO. CONC DRIVEWAY AEIC titre CP Tumul JAN - 5 2000 B$A�1f CENTER • CLEARING LIMITS ' 0 BE PROPERTY LINES APPRX. 139 YARDS OF TO BE RELOCATED IN R INDICATES EXISTING /PR NATURAL DRAINAGE PA FOR ADDITIONAL INFORM SEE CIVIL ENGINEERING RECORDING 019990726001910 `" —Asia 1a oI µIN AR AY IN 2% FROM DRIVEWAY SANITARY SEWER STUB OUT 113.18330 T.W. 204.0' B.W. 200.0' EXISTING POGRAPHY .ORM DRAIN IE•190.00' TEST TEE FIRE HYDRANT SITE PLAN FOR SCALE : I'40' SUBDIVISION , BERGSTROM STREET ADDRESS • XXX S. LOT AREA , 6 800 ec fl PLAN., PLAN •1359A OU,NER • TRYON CONCEPTS ADDRESS , 14410 SE 84th ST PHONE : (425) 255.6518 TAX • LEGAL DESCRIPTION 1 LOT 16 (THE JUNCTION) 150th STREET • NEWCASTLE ' ) ' V r ' V ti 1v C1 CO C3 ru -Q HOUSE TO 8 1LT GARAGE RIGHT 1 587' 07 THIS .-(v PVC 7 SETBACKS FRONT : 20' REAR : 10' SIDE t 5' SIDE : 5' PLAT FILE I. DATE. REVISED DATE. RIVEWAY SECTION � — 21 SIDE 3L T.W. 213S W. 2093' 99156.14b 99111.02 08 -0I -99 Slit! II.03 -99 MJM Kapp ler Architects, P.S. 13400 Norlhup Way, 433 Bellevue, N.. 90000 lel 425- 041 -5320 fax 425- 041 -5310 U1111J•IVIIJ FYI lll,t l UU adopted standards or for the adequacy of designer t,::ditions, drawlncy . :r this and w," ::re a for Er NOTES! I. DRIVEWAY PAVED FROM O. 150th TO GARAGE 2. SD. PIPE OF 4' NON - PERFORATED ADS N -17 TESTABLE 3.555 PIPE IS 6' SDR 35 ON A k% SLOPE. CLEAN OUTS PER CITY INFRASTRUCTURE STANDARDS. 4. WATER SUPLY FROM METER TO THE HOUSE 15 3/4'. WATER METER IS FOGTITE 5. WATER SUPPLY CONNECTED TO WATER METER SETTER I. • MAIN b 211.0' PLAN #2367 1 ^.a X2ROM 0' F SETBACK Ilhli S% MAX. lair" .o.1 N .-iar--- .171._ ,..,. .,. : WALK N8iiiiifralligrali Ig11; 71 I NM _ _ L AV 0 E 1• S rn 6 "E S 150T WATER UPPLY STUB O I T 3/4' MET R - 1E=140:00 COPPER WIR 6. SITE WILL BE USING SEED L 4 MULCH BY CH BY OWNER ! BY COMPLETION DATE 1. TEMPORARY EROSION CONTROL TO BE STRAW ON THE DOWNHILL SIDE OF THE LOT PER 1998 KC. SURFACE WATER DESIGN MANUAL APPENDIX D. 4• EXP. A00. CONC. DRIVEWAY PE 2' !/I' CRUSHED ROCK I WIIIU116. Final ice is subject to .::lion by the Public Works utilities InspectcI We: By: g - 3 PER 7 /1" U . ) S t C D Koc k< (a0 • \)‘-\ AIM Fr EW . ALL) NC. PPE k EAST stDE C6N1`1E C�'f'C r � 5f'�RM b 9A t klAG &Y.51 ELI Mk IVtTE. RDC_KE R N . 1' rest or rc Mold of rcv REF 1UKW Ty � ILP CI Jut. 3 I 2oao PERMIY CENTER ibllity ' 1 the 'lose :rice rings Ple1-0171 v0 0 CocDR 1 sN ( ROPOS OPOGRA - WAIN YE VI 211.0' PLAN 42367 C20' RO FN SETBACK S% MAX • A R OP N OSE D ERN 1 S'8 ' 7' 6„ S • WATER STUB O 3/4' ME 1E1140:00 C PPER WIR CLEARING LIMITS ' 0 BE PROPERTY LINES APPRX. 139 YARDS OF TO BE RELOCATED IN R INDICATES EXISTING /PR NATURAL DRAINAGE PA FOR ADDITIONAL INFORM SEE CIVIL ENGINEERING RECORDING 419990126001910 ......--...2),S+D 10' of MIN WA MIN 2% PROM DRIVEWAY SANITARY SEWER STUB OUT IE •11330' T.W. 204.0' B.W. 200.0' RXISTINO °OGRAPHY ...ORM DRAIN IE ■190.00' TEST TEE 1 HYDRANT WINGS O CN CO f -Q HOUSE TO ;13 1LT GARAGE RIGHT II 1.>,[aSID WALK N - ' Anammowneummi 1' S : WER 150T NOTES: I. DRIVEWAY PAVED FROM 5. 150th TO GARAGE 2. SD. PIPE OF 4' NCN• PERFORATED ADS N.I1 TESTABLE 3. SS5 PIPE IS 6' 5DR 35 ON A 6% SLOPE. CLEAN OUTS PER CITY INFRASTRUCTURE STANDARDS. 4. WATER SUPLY FROM METER TO THE HOUSE IS 3/4'. WATER METER IS FOGTITE 5. WATER SUPPLY CONNECTED TO WATER METER SETTER • 6. SITE WILL BE PERMANENTLY STABLE BY USING SEED a MULCH BY OUNER : BY COMPLETION DATE 1. TEMPORARY EROSION CONTROL TO BE STRAW ON THE DOINHILL SIDE OF THE LOT PER 1598 KC. SURFACE WATER DESIGt1 MANUAL APPENDIX D. RIVEWAY SECTION ---- 21 SIDE 51. 4' EXP. A00. CONC. DRIVEWAY PE adopted standards or for the adequacy of designer .- 2ditions, drawing' .:r this and v, ::re a for s! 2'sir CRUSHED ROCK W. 209.5' These plans have been reviewed by the PtlbNe Works Department for Conformance with current City standards. Acceptance's subject to errors and omissions which do not authoriz. ' .;'ons of UPPLY T R ta 0 s. :ibility rest.. '1 the or rc • ' ese Void once of rc�» ° rings Final .ice is subject to . _;;lion by the Public Works utilities inspectcr Date: -00 By: 7/2 W 5 (1 i [ o: < ADD FRENCH �L� 1■1G U p Pe 2 FAST St DE CONth E c - Th .STORM n C NIAG t= SL? 1 \ T.W. 213.5' ELI IN HATE RbC_KE RY CITY RECEIVED CITY n tt 31 2000 M .4 . ,.• . PUBLIC WORKS PROJECT REVIEW COMMENTS Project Name: The Junction Lot 16 5614 South 150 Street File #: 099 -0277 Date: 11.09.1999 Reviewer: L. Jill Mosqueda, Please contact Jill Mosqueda at (206) 433 -0179, if you have any questions regarding the following comments. 1. When drafting the site plans, please use larger arrows, different line weights and styles whenever possible to help the reviewer differentiate between a property line, pipe, easements, rights -of -way, and dimensioning. 2. When drafting the site plans, please remove extraneous information. You need show the footprint of the house and other structures, driveway footprint, water supply, sanitary sewer, storm drainage, footprint of the street and cul -de -sac, easements, rights -of -way, existing and proposed topography. Please show dimensions, materials, slopes, clean -outs at pipe bends, etc.. We do not want the survey information. Please limit the topography lines to within 15' of the property lines. Please do not run them through the text and the house and driveway footprints. Please see the red -lined Q /Projects /The Junction /junction lot 16 D99 -0277 plans for Lots 15, 17, 19. Please refer to the City Of Tukwila Sample Residential site plan I provided to you. You need show information once. You do not need to label an easement twice, side by side. All of the temporary and permanent stabilization requirements should appear in one place. The construction notes is a good place. 3. Existing topography you show on the plans should come from the As- builts for the Bergstrom plat. 4. Proposed topography you show on the plans should reflect changes you expect to make in the existing (Bergstrom) topography. If you do not expect to change existing topography, please state that on the revision form. Please provide separate cut and fill volumes that apply to each site. The plans should reflect these volumes. 5. Public Works requests specific temporary and permanent erosion prevention and sediment control on the site plans to inform the contractor, who usually does not know the specifics. Since this site is on a hill and is not permanently stabilized, it is important that the builder know exactly what the requirements are. Refer to the King County Surface Water Design Manual Appendix D. Please state the specifics given in Appendix b for the temporary erosion prevention and sediment control. The Appendix provides seasonal time lengths a site can remain unworked. The Appendix also specifies Wet Season dates and requirements. 6. Please refer to Appendix b, as named above, for the specific permanent stabilization requirements. 7. Residential driveway accesses are limited to 10 -20' in width. Since the accesses are already installed, you need show only the paving limits and dimensions. Q /Projects /The Junction /junction lot 16 099 -0277 November 8, 1999 Don Tryon 14420 SE 84th Street Newcastle, WA 98059 Dear Mr. Tryon: Sincerely, (. Brenda Holt Permit Coordinator encl xc: File No. D99 -0277 City of Tukwila Department of Community Development RE: CORRECTION LETTER #1 Development Permit Application Number D99 -0277 The Junction — Lot #16 5614 South 150th Street If you have any questions, please contact me at (206)431 -3672. This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, the Building Division, Fire Department and Planning Division have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 John W. Rants, Mayor Steve Lancaster, Director August 16, 1999 . Don Tryon 14420 SE 84th Street Newcastle, WA 98059 RE: Letter of Incomplete Application #1 Development Permit Application Number D99 -0277 The Junction — Lot 16 5614 South 150th Street Dear Mr. Tryon: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on August 9, 1999 is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Building Division: Public Works Department: Jill Mosqueda, Associate Engineer, at (206)433 -0179, if you have any questions regarding the attached. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal a `Revision Sheet' must accompany every resubmittal. I have enclosed one for your convenience. 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)431 -3672. Sincerely, Brenda Holt • Permit Coordinator encl File: Permit File No. D99 -0277 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director Ken Nelsen, Plans Examiner, at (206)431 -3677, if you have any questions regarding the following: 1. Site plan and elevation not keyed. 2. Plans are flipped from site plan. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 431-3665 •'I+ t•,f : iT . '. t ^, ' 1 ^ .,�I,T -,.: fr u: }.: ..v : n,t � tr. +,,{ . SYZ"' I • IP.Mr ... ..t v /. °'. .,�I <.7... •. ..i `.. t:� C'- ,':'.t�,.,; .. "5 �_, z, ... �:`I. .., c. ,:7 f...,,.... ... b ?.... �u:': " » :'1::f, "s�x:�u. Y T.: x:#., ✓'•.S;. .Ja '�F •.. 2 .''' r i.'?• .. .�t -.' .e � C. tr,. � .!� .3E , in. f ��f.. .k°Lf ..1. s. ''ti• ACTIVITY NUMBER: D99 -0277 DATE: 7 -31 -2000 PROJECT NAME: THE JUNCTION - LOT 16 SITE ADDRESS: 5614 S 150 ST Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XX Revision # 2 After Permit Is Issued DEPARTMENTS: Building Division ri is Wore Complete Comments: TUES /THURS ROUTING: Please Route Y'RMf)1111.1x11' PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete ri Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Planning Division n Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 8 -1 -2000 Not Applicable n No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE 8-29-2000 Approved ri Approved with Conditions n Not Approved (attach comments) ri REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Complete F DEPARTMENTS: Building Division 011 A p 13 - �NI Public Works I — IH - 00 TUES /THURS ROUTING: Please Route Structural Review Required CORRECTION DETERMINATION: Approved WRROUTE.DOC 5/99 Approved with Conditions PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D99- 0277. DATE: 1 -5 -2000 PROJECT NAME: THE JUNCTION LOT #16 Original: Plan Submittal Response to. Correction Letter # _ XX Revision # 1 After Permit Is Issued Response. to Incomplete Letter# NI Fir Prevention nfal I-(p Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions REVIEWER'S INITIALS: �:r.+.';:�iv`«ti: .t¢�,:w r � - �. s td , ;; 3; an' .a�;.Y£ "9`- .:fiSh'; .•:!27:».�F.':?Y^I L not ng D` isi Permit Coordinator DUE DATE: 1 -6 -2000 Not Applicable n Comments: n No further Review Required DUE DATE 2-3-2000 Not Approved (attach comments) n DATE: DATE: DUE DATE Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DEPARTMENTS: Building Division n Public W rks cwt R:P,�x, 4 -i Complete \PRROUTC,OOC 5/99 '111 fr Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES /THURS ROUTI G: Please Route Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved 1 1 Approved with Conditions Approved n Approved with Conditions RMlT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention ❑ n n ACTIVITY NUMBER: D99 -0277 DATE: 11 -5 -99 PROJECT NAME: THE .JUNCTION Original Plan Submittal Response to Incomplete Letter # _ XX Response to Correction Letter # 1111 Revision # _ After Permit Is Issued Planning Division Permit Coordinator DUE DATE: 11-9-99 Incomplete n Not Applicable CORRECTION DETERMINATION: DUE DATE ❑ Comments: No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE 12 -7-99 Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D99 -0277 DATE: 9 -21 -99 PROJECT NAME: THE JUNCTION — LOT 16 Original Plan Submittal XX Response to Incomplete Letter # 1 Response to Correction Letter # _ Revision # _ After Permit Is Issued DEPARTMENTS: Buirat Division 00 lb ' & ' 1 1 Public Works 4lucp �I DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved \PRROUIE.DOC 5/99 t I Crd. PLAN REVIEW /ROUTING SLIP Approved with Conditions o -e -6)1 ► l' w' cc� L REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Nc7 Prevent igp Iv q— 7.�"I Structural �._: rE'"'". ..,. ,�...r ^L:. .. .yw >.. ,,u,.•,. r.�, .m..o..a+Ha„r,.,,,.un.Yre...., ,., ,- ,:..a.,. „,. p fAning D'visio � � Permit Coordinator DUE DATE: 9 -23 -99 No further Review Required DUE DATE Approved n Approved with Conditions Not Approved (attach comments) Incomplete ri Not Applicable ri DUE DATE 10 -21 -99 Not Approved (attach comments) RP/A/ REVIEWER'S INITIALS: DATE: ... .:: ....... .. .: }.. ...... : „„ ;,p4.1,: .,,,r, b U ;'Y Arvr•.ot.r X :w !” !'• A-,e,7 r +a; 9. ".K 'i': +:k` "y.1 ;-,;•r :'$Y. } ,y � '. "Ti"✓�!Y:•.. a°t3*EM ±};;r u r;r..�r r . .�, r "- .'h. t • •.�+v . r:, kr.:.,. �•' ,. s'. .. ,•�� ^. � :. ;-�4 ,';i;:., ti: ?. <;,x'Pi...� " %z;'� �,. r.,.,.-_ ..,.�•F..:.Ci!.f{i, ,, Z? i. �,....,..,_, �!.,, �,.. rY` i_.. �irs�3iffiM� �' �" C&: Tw.! �N�, ,:T.�t:trr.,.r..,.<,i.....:..,. „dti .� _ai- 4co7}:S:t..r. rr�f ?�:,_....,,: .off �.. ,.. :.. �U,. .. .. ,1 ... err DEPARTMENTS: Complete Comments: fi Please Route Approved U'RROUTE.DOC 5/99 t PC4 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D99 -0277 DATE 8 -9 -99 PROJECT NAME : THE JUNCTION LOT 16 X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter Revision # After Permit Is Issued Buikg Division U did t/L4 Public Works C9'M ekkujd --f i DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 8-12 -99 TUES /THURS ROUTING: Incomplete Q1 hat v6 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Fir Prevention Mk& r15 Structural Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Approved n Approved with Conditions fix) n Planning Division Permit Coordinator No further Review Required Not Applicable n DUE DATE 9 -9 -99 411 DUE DATE Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Revision No. Date Received Staff Initials Date Issued Staff Initials l- - 000 I lvf' Summary of Revision: W II la 1 � r Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials I I I I Summary of Revision: Summary of Revision: Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials I I I Summary of Revision: Received By: Revision No. Summary of Revision: PROJECT NAME: kt._ hc. -�-t Lai- lb PER144:1 NO:. Site Address: 56P-4 S . ISO' St. Original Issue Date: Date Received REVISION LOG Staff Initials Received By: Date Issued O (please print) (please print) (please print) 2. (please print) (please print) Staff Initials i Revision No. Date Received Staff Initials Date ; Staff Issued I Initials Summary of Revision: Received By: Revision No. I Date Received Date • Received Staff Initials Date Issued Staff Initials I I I I Summary of Revision: Summary of Revision: c . • C i -e.- " c / • tA 0 .e. • Received By: Revision No. Date Received Date • Received Date Issued Staff Initials Date Issued Staff Initials i- - 1000 I Lt) Vik Summary of Revision: c . • C i -e.- " c / • tA 0 .e. • (707,724A1-t Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials 2- - 7 -31 -or) V6 I al, Summary of Revision: i ncute, YO _ - ■_• • a cinch • MU h Vv ca.-Fr-,ic I e_ 0+ • .. Received By)( DOI-) Ti' Revision No. I Date Received Staff Initials Date Issued --, Staff Initials I I I I Summary of Revision: Received By: Received By: Revision No. Date Received Staff Initials Date i 1 Staff Issued I Initials I I I Summary of Revision: Received By: PROJECT NAME:The, 4* ot *I lb PEtoitIT NO:. 7 Site Address: 3o1-1 So. 1S0 14 ' Si- Original Issue Date: REVISION LOG (lease print) (please print) (please print) (please print) (please print) Date: 7 - 3 ( — `1 0 Response to Incomplete Letter # 0 Response to Correction Letter # KV Revision # Z after Permit is Issued Project Name: Project Address: Contact Person: s • (So 770,0 l e iaou (14-e -✓ aK C 146 Le Received at the City of Tukwila Permit Center by: Entered in Sierra on 1 1 DO City of Tukwila Department of Community Development Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fad eta Plan Check/Permit Number: OF.? -CZ 7 7 Summary of ision: C-611iu z 144 4 20 c add V 1 OF (0-74- /�/� s John W Rant; Mayor Steve Lancaster, Director RECEIVED CITY OF TUKWILA JUL 3 1 2000 PERMIT CENTER Phone Number. 4 2 55 ‘ 4 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision 06/29/99 , • • ••� �. ,. n ,,,�,,,, .. a c,.mv Air to • Trr{ -bvila Wachlnotnn WHIM • 12061 431-3670 • Fax 12061 171 -366.5 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: j" �, 2000 O Response to Incomplete Letter # O Response to Correction Letter # • Revision # after Permit is Issued Project Name: 11.1/4.-e-- \l lc,v� / r7'w drvl Project Address: 5'6 1 L 4 I G i el k 1 17 Contact Person: 1) c Plan Check/Permit Number: D q • 0'7=7 "7 RECEIVED 'CITY OF TUKWILA JAN - 5 2000 PERMIT CENTER Phone Number: `l • lot(s Summary of Revision: tL 7 urn Z4tA kv ilic� e r`` a/ Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision \ I Received at the City of Tukwila Permit Center by: A u V ' Entered in Sierra on 1`- S a -00 0 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 '.;Sn', j „ �ti f ;� � i.l . l��, Af ! 'l :i�'�:rYyi� t;;�•`R`>;'t.tl f City of Tukwila Department of Community Development Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: A [ Response to Incomplete Letter # ' 0 Response to Correction Letter # ❑ Revision # Project Name: Project Address: Contact Person: Summary of Revision: after Permit is Issued Plan Check/Permit Number: Pq4/4- brn The 314,4$r, - Laf 8 5414 S ISD DOrkft 11 Phone Number: SE 99 PERMIT GENfER John W. Rants, Mayor Steve Lancaster, Director 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 9- 94 -49 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 431.3665 Fire Department Review Control #D99 -0277 (511) City of Tukwila Fire Department C) August 16,. 1999 Re: The Junction Lot 16 - 5614 South 150th Street Dear Sir: Thomas P. Keefe, Fire Chief The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. (UFC 901.4.4) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) S754404 • Fax (206) 575-4439 • Mt.../.1■••.• . ; • -• 2 .74; • • on • . • ..".. ' . • • .. / .• ." ' 1 • . ; •' , , • • .7: •-•••••.. • t.t. • `'.••••• •,' • . „. . ' • ;•.". ,; REGISTER= AS PROVIDED.BY LAW AS CONST CONT . GENERAL • . REGIST . # EXP .. DATE . CC01 „ .:',,-,.TRYONCL013DH 02./ 000.. • :',EFFECTIVE DATE • 03/08/19S9 .1t4 • • TRYON CONCEPTS LLC ) . • , . • ' • PO ' BOX.. 1.4 6 • RENTON WA 98057 • '.•• 7E • ; 1......CNCO A.rtV 4 A ra■LT nF LAaspR AND INDUSTFU.S 4 Signature • 0 . .•1!";•ii• • • • - i - '' .. • ' , . ...:, 4.- • ' —.:•:-.- • r'. :- ., --;, ... .... ,?..• :.:.- '-, "-- • rr ' a .T::•:::......-4- .•:: I.7 :....: ' .r"• • ,......:.: - ' 4 '..- !'F.....:: ...: r•,.... • .. ..--i .....;;:::.:2:,...u.s.:, ..?-, :-, tr ::: .:„L •;..: 1 .;;;..1...:. , •::' . 7: .. 14 ••• : ?• V • • WATTSUN 5.6 1997 WA. STATE ENERGY CODE COMPLIANCE REPORT 07/28/99 F LE: M: \ \KAA \ \99\ \99024 \ \PLAN2367.WS HOUSE ID: TRYON CONCEPTS #2367 Site: Homeowner: COMPONENT' PERFORMANCE BUDGET REFERENCE DESIGN Component PROPOSED DESIGN COMPONENTS Struc Mass Light Frame, Sheetrock walls Analyst: NMS Jurisdiction: Utility: House Type: Single Family Floor Area: 2367 ft2 Builder: Weather Data: Seattle, WA Climate Zone: 1 The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. REFERENCE PROPOSED 401 372 Btu /hr -F 4.42 4.56 kWh /ft2 -yr Reference Value X Area = UA Floor U -0.029 1702 49.4 Glazing @15% U -0.400 355.0 142.0 Doors U -0.200 55.6 15.7 AG Wall U -0.058 2438 141.4 Ceiling, Attic U -0.031 1702 52.8 Infiltration ACH -0.350 20908ft3( 133.9) Reference UA 401.2 Component Description Value X Area = UA Floor R19 vented Joist 16oc U -0.041 1702 69.8 Glazing @120 * * ** 2g1 vinyl clr /air U -0.049 292.7 14.3 Doors Wood 1,3/8 ", solid flush U -0.390 55.6 21.7 AG Wall R13 STD Lap Wood U -0.082 2500 205.0 Ceiling R30 blown Attic STD baffled U -0.036 1702 61.3 Infiltration _Standard Air Sealing ACH -0.350 20908ft3 (133.9) Proposed UA 372.1 M- 3.000 2367 7101 - 02 7 Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. = Page 1 - - - -- WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 07/28/99 FILE: M:\\KAA\\99\\99024\\PLAN2367.WS HOUSE ID: TRYON CONCEPTS #2367 HEATING/COOLING/VENTILATING SYSTEMS Heating System Type: System Efficiency: Modified Efficiency: PROPOSED Electric: Zoned 100 % 100 % Design ACH: 0.60 Design Load(at 44F dt): 26473 Btu/hr Total Load: 26473 Btu/hr System Size(Output) : 11.5 kW (150%) Average Annual Heat: 15700 kWh Annual Cost: $ 864 Ventilation System: Cooling System: • SEER: 0.0 0 Cooling Load(at 4F dt).: Btu/hr System Size(%Over): tons(@125%) Annual Cool Requirement: kWh/yr GLAZING ORIENTATION Integrated Spot & Whole House Solar Access: Partially Shaded PROPOSED PROPOSED South . ft2 North : 292.7ft2 Southeast : Northwest : East . West . Northeast : Southwest : Eff S Glz: 2.5% Economic and energy consumption estimates are designed for comparative purposes only. Actual cost for heating will vary depending on weather conditions, occupant lifestyle and other factors. Page 2 WINDOW TOTALS ROOM NAME WIDTH (IN FEET) HEIGHT (IN FEET) AREA (IN SQUARE FEET) QUANTITY (HOW MANY) 'TOTAL AREA (IN SQUARE FEET) TOTALS (IN SQUARE FEET) MAIN FLOOR LIVING 6.00 5.50 33.00 1.00 33.00 ENTRY 1.00 5.50 5.50 1.00 5.50 DINING 5.00 5.50 27.50 1.00 27.50 KITCHEN 3.50 3.92 13.71 1.00 13.71 NOOK 6.00 6.67 40.00 1.00 40.00 FAMILY 8.00 5.00 40.00 1.00 40.00 TOTAL MAIN 159.71 UPPER FLOOR M. BEDROOM 3.00 4.00 12.00 1.00 12.00 M. BEDROOM 3.00 4.50 13.50 1.00 13.50 M. BATH 6.00 4.00 24.00 1.00 24.00 BEDROOM #2 5.00 4.00 20.00 1.00 20.00 BEDROOM #3 4.00 4.00 16.00 1.00 16.00 STAIRWAY 4.00 3.00 12.00 1.00 12.00 LOFT 7.00 4.00 28.00 1.00 28.00 TOTAL UPPER 125.50 - SUMMARY TOTAL GLAZING SQ. FT. 285.21 TOTAL HOUSE SQ. FT, 2,367. Glazing % 12 . 0 % Kappler Associates Architects JOB NAME: TRYON CONSTRUCTION PLAN #2367 JOB NUMBER 99024.10 Copyright 1994 DATE: BY: 'b (1 7/28/99 GLAZING.xls 7/21/99 NMS Kappler Architects VERSION ST 'INCLUDE. STORY Job No. 99024 -21 °� / l7� Date 7/29/99 SPM j Lateral Analysis for: TRYON CONSTRUCTION , :'� t PLAN #2367 L immom LATERAL DESIGN PER 1997 UBC Note: For portions described in these calculations only. See sheets S -1, S -2 and S -3 for all details, schedules and shear wall locations. A DESIGN CRITERIA AND BUILDING DESIGN PERAMITERS SITE CRITERIA WIND EXPOSURE WIND SPEED IN MPH EARTHQUAKE ZONE SOILS TYPE WEIGHT ADDITIONAL SURCHARGED', LOAD (ie.snow) CONSTRUCTION CRITERIA BUILDING FOOTPRINT ROOF PITCH (over the majority of the upper roof) BUILDING GROUND FLOOR FOOTPRINT AREA UPPER FLOOR PLATE HT. MAIN FLOOR PLATE HT. LOWER FLOOR PLATE HT. WEIGHT ROOF CONSTRUCTION WEIGHT FLOOR CONSTRUCTION WEIGHT EXTERIOR WALL CONSTRUCTION WEIGHT INTERIOR WALL CONSTRUCTION SAIL AREA PLF FOR PERIMITER OF BUILDING ROOF (Roof+ 1/2 Upper Floor) FLOOR ( 1/2 Upper Floor + 1/2 Main Floor) LOWER FLOOR (1/2 Main Floor + 1/2 Lower Floor) GARAGE (1/2 Main Floor + Roof) OTHER KAPPLER ARCHITECTS BELLEVUE, WA 99024- 21_Tryon_Plan #2367_1997 -7 Lateral analysis worit260341d5320 Long Wall 55 a 8 !STEREO CT PLEiR c7 L vJ® WASHit,1610ii NOT VALID UNLESS 'WET STAMPED" "B" Default 80,. MPH Default 3 Default (sd) Default (table 16 Q) 0 PSF Default Short Wall /12 SF FT FT FT 12 PSF Default 15 PSF Default 10 PSF Default 8 PSF Default Lower 4' not included Lower 4' not included OqQ 7/29/99 PAGE 1 WALL HEIGHT Ce Cq qs 1w 0 -15' P= 0.62 1.3 16.4 1 13.22 PSF 20' P= 0.67 1.3 16.4 1 14.28 PSF 25' P= 0.72 1.3 16.4 1 15.35 PSF 30' P= 0.76 1.3 16.4 1 16.20 PSF REDUNDANCY FACTOR (rho ") PER SECTION 1630 Reliability /Redundancy Factor: P = 2 - (20!/ ( r max ((sq root of AB))) VALUE USED where: AB Ground floor area of structure AB 1740 ISF r max = Max element, story shear ratio square root 42 r max = r / story shear r = element story shear x 10 / Iw element shear Iw (LENGTH) P= VALUE USED Ce Cq = qs = Iw = story shear r max = I 1184 I 11676 DESIGN CRITERIA FOR WIND ANALISYS WIND PER SECTION 1618 DESIGN PRESSURE: P = (Ce) (Cq) (qs) (1w) where: Ce = Exposure factor Cq = Method Factor qs = Wind Stagnation Pressure Iw = Importance Factor 1 ri= WIND EQUALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (1w) I 2.5 therefore use e I KAPPLER ARCHITECTS BELLEVUE, WA 99024- 21_Tryon_Plan #2367_1997 -7 Lateral analysis wor #96e84.1415320 P= Min= 1.0 Max =1.5 EXPOSURE 0.62 Default for B exposure METHOD 2 1.3 Default for normal force method WIND SPEED 16.4 Default for 80 MPH WIND FORCE TRIB.HEIGTH ?(ROOF) 13.0 P(FLOOR) 9.25 P(LOWER FL) 0 P(GARAGE) 0 PSF 11841 1 0.10 P /LF 211 122 0 0 # FT # FT # FT # FT 7/29/99 PAGE 2 ROOF 112 42 40 20160 ADDITIONAL LOAD 0 42 40 0 S /'S EX. WALLS 10 84 8 6720 F /,B EX. WALLS 10 80 8 6400 INTER. WALLS 8 82 8 5248 TOTAL ROOF WEIGHT 38528 FLOOR 15 42 40 25200 S / S EX. WALLS 10 84 8.5 7140 F / B EX. WALLS 10 80 8.5 6800 INTER. WALLS 8 82 8.5 5576 TOTAL UPPER FLOOR WEIGHT, ON MAIN SHEAR WALLS 44716 DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1628 table 16bQ. 16N BASE SHEAR: Vb = ( 3.0 x Ca / R ) W where: Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load DEAD LOADS VALUE USED Z= R' = Ca = Rw= Rw= BUILDING LOADING 0.36 8 FLOOR S / S EX. WALLS F / B EX.', WALLS INTER. WALLS 15 10 10 8 42 84 80 82 40 0 TOTAL MAIN FLOOR WEIGHT ON LOWER SHEAR WALLS 12600 0 0 0 BASE SHEAR BASE SHEAR: Vb = ( 3.0 x Ca / R ) W STORY SHEAR 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSF LONG WALL SHORT WALL WEIGHT TOTAL WEIGHT W= 83244 BASE SHEAR: Vb= 0.1964 83244 16346 WORKING STRESS WOOD DESIGN 1.4 11676 # Roof (Upper walls) Floor (Main walls) Floor (Lower walls) Wi 38528 44716 0 hi (Plate Ht.) 18.5 9.5 0 VVi x hi 712768 424802 sum Hi x hi 712768 1137570 0 1137570 Wihi / sum Wihi 0.6266 0.3734 Vi 7316 4360 0.0000 0 11676 TOTAL FLOOR FORCE: Vi= 1850338 # KAPPLER ARCHITECTS BELLEVUE, WA 99024- 21_Tryon_Plan #2367_1997 -7 Lateral analysis wor425 .1c15320 7/29/99 PAGE 3 Lty oz i SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON F (ROOF) F (FLOOR) P(LOWER) P(GARAGE) SEISMIC FORCE ROOF DIAPHRAM CHECK TOP CHORD M= T =C= 2 -2X4 10.5 2 -2X6 16.5 16d a: 1.33 143.64 # /NAIL 8.08 NAILS SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB 550 1.33 MIN BOLT SPACING 790 1.33 MIN BOLT SPACING 914499.8427 SEISMIC FORCE 731.501 11676 F (ROOF) F (FLOOR) P(LOWER) P(GARAGE) #FT # /BOLT FT O.C. # /BOLT FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 99024- 21_Tryon_Plan #2367_1997 -7 Lateral analysis wor42004145320 # FT # FT # FT # FT P(ROOF) P(FLOOR) P(LOWER) P(GARAGE) WIND FORCE 211 122 0 0 # FT # FT # FT # FT 46438.4907 1160.962268 ALOW.Ft= 525 1.331 698.2510K iY O2fl7 7/29/99 PAGE 4 V W h Wh F ROOF 11676 38528 13.00033333 500876.8427 6395 FLOOR 11676 44716 9.25 413623 5281 LOWER 11676 0 0 0 0 SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON F (ROOF) F (FLOOR) P(LOWER) P(GARAGE) SEISMIC FORCE ROOF DIAPHRAM CHECK TOP CHORD M= T =C= 2 -2X4 10.5 2 -2X6 16.5 16d a: 1.33 143.64 # /NAIL 8.08 NAILS SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB 550 1.33 MIN BOLT SPACING 790 1.33 MIN BOLT SPACING 914499.8427 SEISMIC FORCE 731.501 11676 F (ROOF) F (FLOOR) P(LOWER) P(GARAGE) #FT # /BOLT FT O.C. # /BOLT FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 99024- 21_Tryon_Plan #2367_1997 -7 Lateral analysis wor42004145320 # FT # FT # FT # FT P(ROOF) P(FLOOR) P(LOWER) P(GARAGE) WIND FORCE 211 122 0 0 # FT # FT # FT # FT 46438.4907 1160.962268 ALOW.Ft= 525 1.331 698.2510K iY O2fl7 7/29/99 PAGE 4 11.5 3.75 3.75 2.25 4 176 Mo= 5284.28 5284.28 3170.57 5636.57 Wall(DL) 300 300 180 320 Roof (DL) 1701! 1701 882 1512 Mr= 2501.25 2501.25 796.50 2442.67 T =C 742.14 742.14 1055.14 798.47 MIN PLATE NAILING V REQUIRED NA NA CS16 -30 NA 10 INC O.C. 8.5 17.5 4.5 0 • : .a ; Mo= 11391.84 2929.33 0.00 0.00 Wall(DL) 1400 360 0 0 Roof (DL) 0 0 0 0 Mr= 8166.67 540.00 0.00 0.00 T =C 184.3(71 530.96 #DIV /0! #DIV /0! MIN PLATE NAILING V REQUIRED NA NA #DIV /0! #DIV /0! 21 INC O.C. SHEAR WALLS RIGHT TO LEFT UPPER FLOOR TRIB.LENGT Load 211 Ht. 8 Mo= �- Wall(DL) 0 0 Roof (DL) 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED UPPER FLOOR Load 211 Ht. 8 F z 0 2 /3DL REACTION HOLDDOW UPPER FLOOR TRIB.LENGT Load 211 Ht. 8 Mo= Wall(DL) 2 Roof (DL) 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED UPPER FLOOR Load 211 Ht. 8 w w 2 /3DL REACTION HOLDDOW WALL SEGMENTS b c #NIA 0 0 #N/A '; 0 #N /A 0.00 #N /A #NIA 0.00 #NIA #NIA 0 ' #NIA 0 0.00 #N /A #N /A #NIA 0 0 0.00 #NIA #N /A #NIA TRIB.LENGT TRIB..LENGT a KAPPLER ARCHITECTS BELLEVUE, WA 99024- 21_Tryon_Plan #2367_1997 -7 Lateral analysis wodbet.1d5320 C d SHEAR V WALL TYPE MIN PLATE NAILING #N /A INC O.C. 20 7.5' 13660.89 600 1500.00 1621.45 NTT 22 0.00 0 0.00 #DIV /0! #DIV /0! 20035.97 880 3226.67 1528.12 CS16 -30 0.00 0 0.00 #DIV /0! #DIV /0! 228 MIN PLATE NAILING 8 INC O.C. Dcfc/-0277 7/29/99 PAGE 5 I! 15 19 7.5 0 0 119 Mo= 18120.01 7152.6 0.00 0.00 MIN PLATE NAILING #N /A INC O.C. Wall(DL) 1520 600 0 0 0 Roof (DL) 0 0 0 0 0.00 Mr= 9626.67 1500.00 0.00 0.00 MIN PLATE NAILING T =C 447.02 753.68 #DIV /0! #DIV /01 14 INC O.C. NI REQUIRED NA NA #DIV /0! #DIV /0! #N /A' 0; 0 0 0 #N /A:. e= Mo= Wall(DL) Roof (DL) Mr= T =C N REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A 15 15.5 20.5 0 0 88 �. .; Mo= `. 10881.28 14391.37 0.00 0.00 MIN PLATE NAILING #N /A INC O.C. Wall(DL) 1240 1640 0 0 Roof (DL) 0 0 0 0 0.00 Mr= 6406.67 11206.67 0.00 0.00 MIN PLATE NAILING T =C 288.68 155.35 #DIV /0! #DIV /01 20 INC O.C. I REQUIRED NA NA #DIV /0! #DIV /0! #N /A' 1 0 00 #N /A Mo= Wall(DL) Roof (DL) Mr= T =C V REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 80 0 0 0 26.67 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A FRONT TO BACK UPPER FLOOR TRIB.LENGT Load 211 Ht. 8 x 0 2 /3DL REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 o_ w x 1- c? w E 2 /3DL U REACTION HOLDDOWI UPPER FLOOR Load 211 Ht. 8 th W u_ 2 /3DL 0 REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 w w 2 /3DL REACTION HOLDDOW TRIB.LENGT TRIB.LENGT TRIB.LENGT a WALL SEGMENTS b c b KAPPLER ARCHITECTS BELLEVUE, WA 99024- 21_Tryon_Plan #2367_1997 -7 Lateral analysis wor486t.1d5320 C C d d d SHEAR V WALL TYPE L99-0277 7/29/99 PAGE 6 4- 2 2 0 0 132 Mo= 2244.38 2244.38 Q00 0.00 LRP AT GARAGE WING Wall(DL) 340 340 0 0 WALLS - MEETS Floor,Roof(DL- 0 0 0 0 APA TEST LOADS Mr= 226.67 226.67 0.00 0.00 MIN PLATE NAILING T =C 1008.86 1008.86 #DIV /0! #DIV /0! 13 INC O.C. NI REQUIRED STHD 14 STHD 14 #DIV /0! #DIV /0! #DIV /0! 14.5 4 4.5 6 0 343 Mo= 11649.34 13105.51 17474.01 0.00 Wall(DL) 680 765 1020 0 Floor,Roof(DL 120 135 585 Q Mr= 1066.67 1350.00 3210.00 0.00 MIN PLATE NAILING T =C 2645.67 2612.33 2377.33 #DIV /0! 5 INC O.C. NI REQUIRED STHD 14 RJ STHD 14 RJ STHD 14 RJ #DIV /0! 20 8 8 1 10 0 0 0 0 3 381 -41 - RIGHT TO LEFT MAIN FLOOR TRIB.LENGT Load 132 Ht. 8.5 Q z 2 /3DL REACTION HOLDDOW MAIN FLOOR TRIB.LENGT Load 343 Ht. 8.5 z 0 • 2 /3DL REACTION HOLDDOW MAIN FLOOR TRIB.LENGT Load 343 Ht. 8.5 0 2 2 /3DL REACTION HOLDDOW MAIN FLOOR TRIB.LENGT Load 343 Ht. 8.5 Mo= Q Wall(DL) Floor,Roof(DL • 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED a WALL SEGMENTS b c b See beam calculations for added overturning load a' b c d c 8.5 3.25 3699.00 552.5 900 1573.54 653.99 STHD 14.RJ 4.5 5121.69 765 1080 2767.50 523.15 NA 9105.23 1360 2720 10880.00 - 221.85 NA 6828.92 1020 200 2440.00 731.49 THD 14 RJ 134 KAPPLER ARCHITECTS dELLEVUE, WA 99024- 21_Tryon_Plan #2367_1997 -7 Lateral analysis wort2b t.1d5320 c d d d SHEAR V WALL TYPE MIN PLATE NAILING 13 INC O.C. b99-0277 7/29/99 PAGE 7 15.5 15.5 19.5. 0 0 152 Mo= 19991.10 25150.09 0.00 0.00 MIN PLATE NAILING #NIA INC O.C. Wall(DL) 1317.5 1657.5 0 0 0 Floor,Roof(DL 2325 585 0 0 0.00 Mr= 18819.58 14576.25 0.00 0.00 MIN PLATE NAILING T =C 75.58 542.25 #DIV /0! #DIV /0! 11 INC O.C. V REQUIRED NA NA #DIV /0! #DIV /0! #N /A 0 0 0 0 #N /A Mo = Wall(DL) Floor,Roof(DL Mr= T =C V REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #NIA INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A - #N /A 5 32.5 0• 0 0 53 Mo= 14561.67 0.00 0.00 0.00 Wall(DL) 5525 0 0 0 Floor,Roof(DL 0 0 0 0 Mr= 59854.17 0.00 0.00 0.00 MIN PLATE NAILING T =C - 1393.62 #DIV /0! #DIV /0! #DIV /0! 33 INC O.C. V REQUIRED NA #DIV /0! #DIV /0! #DIV /0! FRONT TO BACK MAIN FLOOR TRIB.LENGT Load 343 Ht. 8.5 F 2 O ▪ 2/3DL REACTION HOLDDOW MAIN FLOOR TRIB.LENGT Load 343 Ht. 8.5 th w w E2 2 /3DL U REACTION HOLDDOW MAIN FLOOR TRIB.LENGT F- W w z z w U H w w Load 343 Ht. 8.5 Mo= Wall(DL) Floor,Roof(DL 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED MAIN FLOOR TRIB.LENGT Load 343 Ht. 8.5 2 /3DL REACTION HOLDDOW a a WALL SEGMENTS b c b c KAPPLER ARCHITECTS E.ELLEVUE, WA 99024- 21_Tryon_Plan #2367_1997 -7 Lateral analysis wor #21:1et•1415320 7.5 d SHEAR V WALL d TYPE 25.5 15104.65 1020 840 3720.00 1897.44 STHD 14 RJ 13.5 33985.47 2295 2025 19440.00 1077.44 STHD 14 RJ 18880.81 2.5 6293.60 1275 900 5437.50 1792.44 STHD 14 RJ 425 300 604.17 2275.78 THD 14 RJ 296 MIN PLATE NAILING 6 INC O.C. ThcP - 0277 7/29/99 PAGE 8 F . Kappler Architects, P.S. 13400 Northup Way, Suite 33 Bellevue, Washington 98005 (425) 641 -5320 * Fax (425) 641-5318 Tryon Concepts hale BY DesaPtion Prom NM MI MI PLAN # 2367 T. DRAWi. 6 ©COPY.HTED AND IS TFE EXCL.. PROPERTY OF THE in ,�� ARCH ECT M \KM \99 \99024 \9962405 07.29.1999 16.3121 Sheet. FL Wcnksta9on: NalhanS r trl C 11 M\KAA\99 \99024 \9902405 07.29.1999 16'3733 Sleet: ml Workstation: NethanS 1 Kappler 13400 Architects, P.S. Bellevue, Washington 98005 (425) 641 -5320 * Fax (425) 641 -5318 '... Tryon Concepts Dee By DISCriP inns MI WIT EE1 p PLAN # 2367 HIS RAWNG IS © COPYRIGHTED AND IS THE ExCWSNE PROPERTY OF THE ARCHTECT mi = r trl C 11 M\KAA\99 \99024 \9902405 07.29.1999 16'3733 Sleet: ml Workstation: NethanS I TTT I ` Kappler Architects P.S 13400 Northup Way, Suite 33 Bellevue, Washington 98005 (425) 641 -5320 * Fax (425) 641 -5318 _ Tryon Concepts Date By Desorption N � °P eer ° zl - . PLAN # 2367 TH RID S DRAVA. IS © AND IS THE EXCLUSIVE PROPER,' OF THE AROTTECT 1 _ i i 1 _ ! Its., 11\ EPP. . � 1 El ,, ! 1 I TTT I ` Kappler Architects P.S 13400 Northup Way, Suite 33 Bellevue, Washington 98005 (425) 641 -5320 * Fax (425) 641 -5318 _ Tryon Concepts Date By Desorption N � °P eer ° zl PLAN # 2367 TH RID S DRAVA. IS © AND IS THE EXCLUSIVE PROPER,' OF THE AROTTECT _ s> O L M \KAA \99 \99024 \9902405 07.29.1999 163745 Sheol. UL Workslalon: NalhanS Gari eo SHEARWALL SCHEDULE a-N_r Y•1- ir . g i E I UHT. 8 , 93'2Vi1 d dol vwnr m. - u dal of aaxroiP aim ury wuoP 'iM 2.4 Il�rkl� • OVOV 31Pr1ralT 61 -1 TES »'•Y• re•P MD RF tAS PE Ma NNE SCE 36 TES SA Y• Re• TO RA SAC CAS OE SEX MR PE G}-1-. VE CAS TLC SCES Re TES SP • Y• Re • •• Q-A OR Stl'GM RD SIDES COO-ER FOR 5.11 YES SPE • O RO • i• n sA ;IA thg MS 3A'•u• AP•Y ES RF PIA TES SAY • Y• TES SY.•3}• lie • S Ib•N• NO RF 3511 PP R -) TAY OSA PE SCE TES SSE • N' re • 3• 0 R 11 F n - as STOS PANEL EDGES TES SP • }A• 5 9 Re • LE SAS MP P -3 -SSE 3. STOS TES aA• • r• n).36 1M • 3• F.. 1n 3ASn:LS O) IPDm 1-n• Call lb SCES P}-A aTAGGER YEAINw• "'C TL a TDS • TES SA' • IV Re • V 166 PLOP PANEL EDGES RI ICU A -) TOPS SA' • P N9 • 3• WS PLOP UE}56WSER RW-N NIROSOARO. SONG OR ROLL EFR ID. t6P'RI }M ,.A, NO ME • Y• Le • 5 ]W PLOP FOUNDATION SHEAR WALLS •sAY TA' SYMBOLS & LEGEND O MRS LOAD FRCP AGOrE 17 PuWT LOAD FRaT AeObE YY LOADIG AoRS LOAD TRArANWG DOW s PDert LoAD TRAMPEEENG DO . II LOADING NAratIe POW LOAD TRANS EI® 61- COPER HOLD D.. W}4 SPE DESGI.ATIGN 4 TO SEE D CS FLOOR Ma:R BEL. Taw 1 P' o BE vam w Fx lTCE _ NSRIDRAL „TRAP YT. SUE DESEAAT. P 0 IpIUTES BEAM CALOLATION IrtN ••OE%ED NRRLSE]R TT E ENTd of r EAR W LL i T SHEAR WALL WALL AEONS =X NALL BELLLI LIB: uLeee CMERSSE NOTED. ENPGIEDRIG AND OALOLATiwa ARE NOT PROADSD N TESE DRAW.. SHEAR NOTES UNLESS ChERwE HOED pE5K3N CRITERIA t SEE C EDLATOS FCR DFSr.. areas regF_QAP /3lNE4 t ALL sea.. . VEIN CS SS FLOOR FLA. ARE FOR SA CAI nurLEVEL (TTI CALLT YNaw SALEM }. AYJ✓ORKaE IS F'OR SLEARUALL&PANELS3 GII.T, 06IE1RE PORTIGVB OP WALLS ARE NOT DES MATED AS MEd. PANELS: NAILS 1111 6E SPACED • Ii• OC(MSL PER TABLE Ga-O ] SI P I- GP uL ARE NOT DESIGNATED AS SPEAR AR PANEELL LS R SHEAR AR DETAILS DO NOT AAPPLY. Foua USE u.MRa PEaRTE'EN*s A. PROVIDE TWO STUDS AT ALL HOLD DOLS LOCATIONS. S SEE ruawcRT.et! IECUR:MPS AID DETALS FOR ESOP TGM CP N0.0CRl SRC , NO OSNECTCR TOR PROPER NBTALLATCS • ALL RTEXO OR GIPS), SEARLALLS SOLI. SE AP SED NOROOrtALLY OR VERICALY: a STIC. grs• MALL BE STACGERM AT O TIER DF 511136 AND BAD® PER 90133 ME 1 DO NOT .EROME NAILS MO YEARS B !TAP ES OR 50E15 ARE NOT AN ADCETIASLE ALIERYTNE TO NAILS Fpt DESI ATED SHEAR WALL PANELS lNL E6B H PRE APPROVED SY THE SURDS. OFFICIAL 14XF FLOOR SEIEATWINQ L RE OF SMAINN EN VIN' 0E6 IPA RATED SEARING DAM LAY W W EM EN b• GEAR 6ETIEM PAR]! TO MICR FOR DI AS. MUG SILL EE m AT i' AT NEEL EDGE! A13 P PP AT MBREDLA E SEAMS. PROVOS EDGE CLIPS '.• NV OE • ALL LIEMPERIED EDGES. ALLOMME LEAPS. YEAR.ROiI}. WPY 1 ROOK NEAT*. ME CD%iG APA RATED PLTROCD PIMA SAUD AO GLUT. ACESNE STALL COKQRP TO APA 5REGFCATiw AFG RL MENN E. TG EDGES AT LOG PAM EDGES ME NG 5641. 6E Me AT S Pe AT PAEL EDGES AND VA oc AT MEIi'EDYIE SH°CRI] A i CSAF• E OLRRAS SEAM 256effi.111 3 ] PLTY0.^D SAL BE LAD W FACE GRAN PEPENDIDIAR TO SYMMS RC B13 MAIN FLOOR SHEAR WALLS EcFII VG•T -O• UPPER FLOOR SHEAR WALLS SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS TIRE LOB NO: 990245 1997 UBC lci a a3 CLEARING LIMITS PROPERTY LINES APPRX. 139 YARDS OF E TO BE RELOCATED IN R INDICATES EXISTING /PR NATURAL DRAINAGE PA ' FOR CIVIL ENGINEERING FOR ADDITIONAL INFORM RECORDING DING x !9990726001980 25'•0' 4' SIDE SEWER MIN' 2% AND 90'•0' MIN AWAY FROM DRIVEWAY SANITARY SEWER STUB OUT IE =18330' T.W. 204.0' B.W. 200.0' EXISTING TOPOGRAPHY STORM DRAIN IE= 190.00' TEST TEE FIRE' HYDRANT SITE PLAN FOR LOT 16 SCALE . 1'420' SUBDIVISION : BERGSTROM (T1-1E JUNCTION) STREET ADDRESS • XXX S. 150th STREET LOT AREA • 6.800 egft PLAN a• PLAN .2359A OWNER; TRYON CONCEPTS ADDRESS • 14420 SE 54th ST. NEWCASTLE PHONE • (425) 255 -6515 TAX • - LEGAL DESCRIPTION • - 0� OIU ',HOUSE TO aE pyILT GARAGE RIGHT I ')i \ 150T • - ETBACKS FRONT • 20' REAR : 10' SIDE 5' SIDE 5' These plans have been reviewed by the PO* Works Department for conformance with cunt* City standards. Acceptance is subject to errors and omissions which do not authc•' 't!ations of adopter' "r.'s or ordinan for the ;t the desig desig- ��:. deletions dray/;, date and +: ` . .. . resubmittc for sc' --` approval. Final acc: p ance is subject the Public Works utirdes inspector Dee: : By ,nsibility th the hese . :ance vings ,<:ction by . 0 BE AVATION A R OF OT ERN WINGS 8' S >S'8 5 10' EAR SET: C i , Ii 11111 . gi c gslA MAIN FL. o 211.0' PLAN #2367 C O / i �� GARAGE • , 1 _ , 2065 r 20' FRON it SETBACK ` � 5% MAX. M li - -VA minswa y■I l tigall'AR■11- OA maw- ,¢d WALK' N8 'gr 111• ®�� ® ®'® NI, ®. S 6`E AG1 W. 2095 WATER STUB 0 3/4' ME IEa1T9S.00 PE K C PPER WIR (41 NOTES: I. DRIVEWAY PAVED FROM S. 150th TO GARAGE 2. SD. PIPE OF 4' NON - PERFORATED ADS N -12 TESTABLE 3. SSS PIPE 15 6' SDR 35 ON A 6% SLOPE. CLEAN OUTS PER CITY INFRASTRUCTURE STANDARDS. 4. WATER SUPLY FROM METER TO THE HOUSE IS 3/4'. WATER METER IS FOGTITE 5. WATER SUPPLY CONNECTED TO WATER METER SETTER 6. SITE WILL BE PERMANENTLY MULCH BY LC BY OWNER :'BY COMPLETION DATE 1. TEMPORARY EROSION CONTROL TO BE STRAW ON THE DOWNHILL SIDE OF THE LOT PER 1998 KC. SURFACE WATER DESIGN MANUAL APPENDIX D. RIVEWAY SECTION 4' EXP. AGO. CONO DRIVEWAY T.W. 2133' -` -• 99156.14b PLAT FILE •• 99122.02 DATE. 0S -01 -99 SRU REVISED DATE- 11-03-59 till KKappler Architects, P.S. 13400.. Northup Way. #33 Bellevue, Wa. 98005 tel 425 - 841 -5320 fax 425 - 841 -5318 UPPLY T Y OF 'tii; ' CITY ) i APPROVE() NOV 15 1999 A . ) (tU; t lJ RECEIVED CITY OF TUKWIi , NOV - 4 1999 REMY CENTER CORRE _ =TIQN LTR # D'3'7 0Z77 Bonus 14'10'x13'0' Man II 40'•0" Q'1 J'1Y T'♦ TY1 T FOOTAGE SQUARE.' FOOTAGE MAIN FLOOR 1205 SF UPPER - FLOOR 1162 SF TOTAL 2367 SF GARAGE 535 SF DECK < PATIO, 220. SF SQUARE FOOTAGE I& MEASURED TO THE OUTSIDE FAC OF- WALL&: STAIRB COUNTED ONCE IN CAL OPEN TO BELOW: SPACES AND GARAGES ARE NOT. INCLUDED IN CALCULATIONS. Nook Kitchen Dinah 13'6'x12' DRAWING INDEX Al.. ; CODE NOTES AZ FOUNDATION di MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING A5. UPPER FLOOR _PLAN A6. UPPER ROOF FRAMING A7. ELEVATIONS dt BUILDING SECTIONS EL MAIN ELECTRICAL E2. UPPER ELECTRICAL DL STANDARD DETAILS D2. STANDARD DETAILS SI. LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE FILE I', COPY I r:. 'I t": ?'t'io Plan .Check , o.clo arc C ccd omissions and approval c rct authorial tfp Vblation''of any code of oilpif & fbofipt cP' conttaef,: copy cf approved pies allagaNdood.. .. Cy SEPARATE PERMIT REQUIRED FOR: EYMECRAfICAL El- ELECTRICAL L UMBING GA;> PIPii lG C:TY C= MCALA £:i;LD;NG.. DIVISION) CITY OF TUKWILA APPROVED NOV I 5,189 ti , i �s - twu:G D ?VIE u IUI M LA -9199. CENTER ,1ASTERS\XREFW1DWa REVISION DATE 01/21/99 4 PAiPP 11 [FIT a t g Ili. 111 1 1 4 Pi sw tgs s ft ;r §, 4q - P i= P 4 R 94 9 S 8 4 4 `q • nil- 1 4 I S W 4 . x F 0 ti 1 4 4 G G WI 441 I 1 1q 1 1 1 1 16g i P a 141 � 3 I Ii I 11 ? 4 3 g jg1iE A `• I JOB NO.: 1997. BBC .. h I Q^ .. Kappiedr Arc / /VV�6 P.S. 13400 �I'orthup Way, Suite 33 Bellevue, Washington 98005 A c (425) 641 5320 * Fax (425) 641 5318 y - STANDARD T � �r CODE 'NOTES 1 �►7 Date By � tif 507 )� k 1 •`l R EG + IELi , � d, M THIS SHEET HAS BEEN PREPARED FOR SINGLE FAMILY HOUSING TYPE V NONRATED CONSTRUCTION 1997 UDC, ma DRAIMNG IS ©CAP1 PoQHTED AND 5 THE EXCLUSNE PROPERTY OF THE ARCHITECT In ., ,1ASTERS\XREFW1DWa REVISION DATE 01/21/99 4 PAiPP 11 [FIT a t g Ili. 111 1 1 4 Pi sw tgs s ft ;r §, 4q - P i= P 4 R 94 9 S 8 4 4 `q • nil- 1 4 I S W 4 . x F 0 ti 1 4 4 G G WI 441 I 1 1q 1 1 1 1 16g i P a 141 � 3 I Ii I 11 ? 4 3 g jg1iE NOTE: ALL WOOD IN CONTACT" w/ CONCRETE TO BE PRESSURE TREATED'OR EQUAL. SLOPE I/4" IN 12' VARIES 2(4.P)RINS WALL FLOOR FRAMING PER PLAN STUB STEEL 12" INTO SLAB .0 32" oc BEAM. PER PLAN POST PER PLAN REINFORCEMENT (RE -BAR) PER PLAN I 'CREME &PACE AREA . I2BJ4 SP '.. 2. CRAWL SPACE AREA 1 . �'� SF CP VENT'AREAREQUIRED 3. TYPICAL VENT SIZE (INN EFFICIENCY)-■ :: 58 BF PER VENT NET FREE AREA 4: VENT, AREA /'58 • 1304 VENTS REQUIRED, 5. - .10 VENTS SHOWN (SEE PLAN FOR LOCATION) VENTS x 58• _ SF OF VENT. AREA PROVIDED. T: VENTS SHALL SE COVERED WITH CORROSION RESISTANT WIRE MESH WITH OPENINGS OF I/4' MAX.: S. VENTS LOCATED IN RIM JOIST: MUST BE PERMANENTLY BAFFLED. WSECS02.L4.1 rweiismesrii2rAIio ROOF 20' -0' I -10 )2• 40 -0' 2m' -0' ALL FLOOR JOIST ARE: 2x10 AT 16' cc SEE -DIV. 06100 ALL FLOOR JOIST ARE • II -T /S' TJI.PRO 150'6 AT 102' o VERIFY WI SHOP DIU N. SEE DIV. 06100 START FRAMING HE C � -121 18'x24'•CRAWL SPACE ACCESS. INSULATE AND I WEATHER STRIP. SEE. DIV 010022 SHEET A -12] FP -13 J: PRESSURE BLOCKING OF SAME SIZE 1 ADJACENT JOIST.. FP -14 24'X24'X1' MAT FOOTING ON SOLID SUBSTRATE W/ 07 BAR EACH WAY OR IV STRIP FOOTING PER DETAIL 15/01 30'x30'x1' MATFOOTING CH SOLID SUBSTRATE W/ (2) 54 BAR EACH WAY OR B' STRIP FOOTING STUB eTEEL 12' INTO SLAB • 12 FLOOR JOIST SEE DIV. 6 SKEET A-1 4). BEAM LINE, SOLID BLOCKING BETWEEN JOIST OVER SUI•PORT SEE DIVISION 06100 SHEET A-I PROVIDE SOLID BLOCKING TI4RIJ JOIST SYSTEM TO PROVIDE SAME AREA CF BEAM SUPPOIRT AS ABOvE AND BELOW MIN I CLEARANCE FROM CCNCRETE AT END CF BEAMS t FP EXTEND PIER I le BELow eurwouNo... GRADE I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REaIIRETIENTS. 2. SEETYPIC.?1 MATERALS LIST;ON SECTION SHEET _: 3. ISEE,COVERSHEET FOR ALL NOtES AND REQUIREMENTS CONCERNING 1" GHLWICAI, PLUMBSJG, AND ELECTRICAL. - 4. TRUSS DESIGN BY MARIE. TRUSS : PLAN SHOUN IS FOR GENERAL LAYOUT ONLY SEE DIV; SHEET A -1 r,: TRUSS LOADING SEE DIV 010001A SHEET A +i -. - TRUSS'. SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAd1MG PLAN 5: ROOF FRAMING SPACING 24' 04:. UNA. 6.ROOF PITCH- EXTERIOR PER E4.EVATION INTERIOR'PER.SECTIO 1. RAFTER TAIL 2x4. VERIFY: t a ROOF TAIL AND RAKE OVERHAIY PER ROOF PLAN. S. ALL. HEADERS ARE. 4x10 DP .2 LhN.O. PROVIDE (I) TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' UN.O. SEE - DIV. 06100 SHEET A -I I FOUNDATION KEYNOTES CONCRETE STEI`1 WALL S WOE 15TH MIN.. 15kT FOOTING. SEE DETAILS. FOR ADDITIONAL INFORMATION. - • SEE DIV3 SHEET A -I - - CON/,1¢It STEM WALL 6' WIDE WITH MIN. 12'x6' I FOOTING. SEE DETAILS FOR ADDITIONAL • INFORMATION. SEE DIV. 3 SHEET A -I CONCRETE SLAB ON GRADE SHALL BE 4' THICK STEEL TROWELED FINISH, W/ 6x6 II11.4NW1,4 WILD ON 4' GRANULAR FILL SLOPE 2' 70 DOOR PROVIDE THICKENED EDGE AT DOOR SEE'. DIV. 3 SHEET A -I 6x6 POST ON CB66. I' ABOVE SLAB ON 1 36'386'x8' MAT FOOTING ON SOLID SUBSTRATE W /(4)' BAR EACH WAY. . SEE - DIV. 3 SHEET A -I I CR A SPACE VENT. SEE CALCULATION BELOW. SEE DIV. I SHEET A -I ALL CRIPPLE WALLS ARE 2x6 OR 3x4 • IA' Ni. UND. 14' MM "STUD LENGTH PER UBC • SEE DIV. -6 SHEET A -I 1 J '4x1013EAM LINE. MIN. I'. CLEARANCE FROM CONCRETE AT END OF BEAMS SEE DIV. 6 SHEET A -I 4.4 POST (SCAB' POST AND BEAM WITH 2x4) S0 FELT ON MAT FOOTING UN.O. PROVIDE 4x6 POST •. BEAM SPLICE 4 POSITIVE CON - NECTION.FROM POST TO FOOTING, PER DETAIL 16/01. SEE DIV, 6 SHEET Al 5 l $.T11L BLACK POLYETHYLEIE GROUND COVEcR - ON GRADE- - -SEE DIV.1 SHEET A -I ELECTRICAL' SERVICE: - PROVIDE (t) 2' 1/2' SCHEDULE.. 00 PVC CONDUIT FOR ELECTRICAL SERVICE SAND (I)5/8'x8' LONG GALVANIZED ROD FOR ELECTRICAL GROUNDING. SEE DIV. 16 AND VERIFY W/ SITE CONDITIONS iI SLOCK OUT IN STEM WALL FOR DOORS, HVAC, ETC, AS REQUIRED 3' DIAMETER-STEEL .POST SYMBOLS & LEGENt- POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANNFERNG DOWN 1 `� VERTICAL. STRAP WITH SIZE DESIGNATI j � !N TO SE USEp ON FL OOR BELOW . (1F TUT" 0/...IvONTAL STRAP WITS. SIZE. DESK{ t.c 5- PICATES'SEAM c. LCUL1TI,CN INDEXED NUMBER . ' NOV 5 1` �P6 '. EXTENT OF BHEAR;u14LL � � ' . TYPE DP' SHEAR I 1 WALL AIiOVE lokensest WALL BE OtU „ NQTE; 1.LENS NOSE? ENGINEERING . cALCU ATION6 ARE,NOT PROVIDED-IN TI-ESE 20Y -0• 4,_ 20' -0' MAIN FLOOR 1205 SF UPPER FLOOR 1162 SF': TOTAL 2367 SF: GARAGE 535 SF ! C.R. / PATIO : 220. SF SQUAT F IS MEA TO E OUTSIDE FACE OF S. STAIRS NE ARE COLALTED ONCE N TiCNS. OPEN I TO BELOW SPACES AND GARAGES ARE NOT INCLUDED. N CALCULAVONB,. 'TOTAL SF OF HOME . 2367 SF .TOTAL SF`OF'' GLAZING 285.21 SF -TOTAL x• OF GLAZING 12 ' S SF. IS CALCULATED: USING THE. REQUIREMENTS SET -' FORTH: M. THE WAE4NGTION STATE ENERGY: CODE. '.. SEFERT ADDITIONAL DOCUMENTATION TO SUPPORT METHODOLOGY OF PERFORMANCE COMPLIANCE. PAN- DIRECT VENT TO OUTSIDE - BATHROOMS/LA-NOW 50 OR-T MN. KITCHEN -100 CFM MIN, - WHOLE: HOUSE FAN: i00 CFM I'IN. VTOS FAN CONNECTED ®; HOUSE EXHAUST A 24 140118 TIMER - 100 CFM MIN., YTO El THERMOSTAT • 50' ABOVE FLOOR O' 110v SMOKE DETECTOR PER UBC WITH BATTERY BACKUP NNTERCONHECTED P 24 HOUR TIMER TO WHOLE HOUSE FAN MECHANICAL, PLL5- 113ING, AND ELECTRICAL. - SYSTEM FOR UNITS: PER DIV. I5,16 SEE SHEET AI A. PROVIDE 6' DIAMETER FRESH "- AIR INTAKE FROM OUTSIDE TO RETURN- AIR PLENA-( AT FURNACE • WITH MOTORIZED FLOW DAMPERS. B. PROVIDE Tl-E -MAI: EXPANSION TANK AT WATER HEATER' C. - STRAP WATER SEATER TO FRAMING TOP AND BOTTOM. D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. Patio CONC. 2 ENER`rY AND AIR QUALITY IFFOR'1ATION SEE.DLV. IT SWEET A I. „ : • 3. SEE BUILDING ELEVATION FOR UAN00W OPERATION SEE Div. 8`SHEET A -I 4. SEE TYPICAL MATERIALS LIST ON SECTION SEE COVER SHEEP FOR' ALI-NOTES AND REQUIREMENTS CCNCEP9ING: MECHANICAL,' : _ PLUMBING, AND : ELECTRICAL . 911101 !6068 w 36311 FLOOR PLAN KEY NOTES OCCUPANCY SEPARATION: • . . APPLY (I) LAYER 5/8' 7 X' 0115. TO ALL WALLS AND CEILINGS OF GARAGE SIDE FROM FOUNDATION TO SHEATHING. WRAP POST AND BEAMA APPLY (2) LAYERS; TO TRUSSES AND TJI FLOOR JOIST. SEE DIV. 010025 &FEET A -I ; 13/5' MIN. SOLID CORE DOOR WITH SELF CLOSER ) TO BE TIGHT FITTING SEE DIV. 010025: SHEET A11 STAIR ASSEMBLY NOTES. PER UBC SECTION 1003 A FEADROOM MIN. 6' -8', UADTH MN. B. TREADS 10' MN. DEPTH, ;RISERS 8' MAX. HT. C. HANDRAIL MIN. 34'. TOIN14X 35' ABOVE TREAD. NOSING. HANDRAIL: I IB' MN. TO 2' MAX: CROSS SECTION DIMENSION AND I IC' MN. CLEAR FROM WALL, RETURN RAIL ENDS. D. INSTALL FIRE BLOCKNG AT STRINERS TOP AND BOTTOM AND ADJACENT WALL/S). E. COVER USABLE SPACE UNDER STAIR - W/ 5/8' TYPE 'X' GW8.: F. NTERTEDIATEBALUSTERS SHALL BE - SPACED W/ LESS THAN 4' BETWEEN .BALUSTERS. _ SEE DIV. 010026 SHEET A -I.. P -4 SAFETY GLAZING PER MSC, SECTION 2405 ) A. WINDOWS WITHIN IS' OF FLOOR B. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS AND SHOIUERS D: GLAZES N DOORS E WITHIN STAIRWELLS F. WITHIN 5'OF TOP OR BOTTOM OF STAIRS - - SEE Div. 08900 SWEET A -1 EGRESS WINDOW PER UBC, SECTION 310.4 SEE Div. 0E600 SHEET A - 1 IGNITERS FOR GAS FIND APPLIANCES N t P " I GARAGE TO BE IS' MN, ABOVE TOP OF SLAB. SEE DIV. B SHEET A-I • _ COV):R-WALLS ADJACENT TO TUB SHOLERS WITS NON AESORBEN MA AND TERIAL TO 30' 4190VE ORAN INLETS. SEE DIV. 09250 SHEET A -I /2) LAYERS OF FLOOR SHEATHNG FRAMING 8 MAX. RISER WITS t0 MIN RN IF MORE • THAN (3) RISERS, HANDRAIL REQUIRED PER UBC, SECTION 1006 SHEET A-I )) 18 x24 CRAW_ SPACE nr7'SSS. INSULATE AND WEATHER STRIP. SEE DIV. 010022 SHEET A -I ) 22 "Afric SPACE ACCESS WI 30' NEAD CLEARANCE. INSULATE AND &LEATHER STRIP. SEE DIV. 01002.1 SHEET A -I L P - ) FLOOR MATERIAL BREAK LINE P -I ) ) P -S P -8 P -9 ) P -10 p -11 ( ( P -13 ) P -I6 ( P -IT )P -IS) �P -I5) P -20 ) [ P -21 ) P -22 [P - 23) WALL LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES, A. DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO UDC REQUIREMENTS. SEE DIV. 010020 SHEET A -I 5. ZERO CLEARANCE FIREPLACES' SHALL CONFORM TO UBC REQUIREMENTS. SEE DIV. 010024 SHEET A -I C. HEARTH SHALL CONFORM TO UBC REQUIREMENT SEE DIV. 010028 AND 9 SHEET A -I D. 5/5' TYPE 'X' GUN ON 140USE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. SEE. SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS. 3' DIAMETER. STEEL POST 36' GUARDRAIL PER UBC 5092 A. AT STAIRS SLOPES AT 36' ABOVE STAIR 505555. B VENT FOR MECHANICAL. I' CLEARANCE ALL SIDES PER USG SEE Div. 15 SHEET A-I PLANT SHELF UPPER AND LOWER LINEN CABINETS SOFFIT AREA INTEGRATED MACE UP AIR 2x6 STUDS W/ R -H INSULATION MN. , , , POVED 5,1999 )RED 01 ?O1J 51 A A OFTUKVittA 9 9 " P-4 I . OE . DWG L _, Kitchen Nook VIN ChAP1 • Fa mily: P- 15,:�.. .:: CARPET... TLC' lo .U1 0-.11 ' ( . VINYL 6 - 2� '' I - 10' ::. 10' - 0' .:.2x6 WALL F.-I2 1 ' /, � - I .. I _ 1 I I - 5 a, , I H I�R I\ 71 6---1 ,i ., - ,-r - - I /\ 1) �� I \ .,II,._ / _. \_,I n Hail Pantry Pwdr. cagier En VI � - � NYL :p _ P_6 -) •P -I9 _. 1 -� P P -2 L. —W Utility O. L SD. 24 P -12 .. ..� 2x6 WALL f p -12 ) �,P -I8) ; ■ P -3 5' -3 18' 2' -9' 2' -8 1/1' .n �I5R Dining Dining C R SS 9409 F , 1 a l FsS ) 2 m - / 6' -1 V4• - f P -2 ). P -9 ) 3'- 10 / II 9x . \ ° r Garage CCNC P -1 ` WALL LINE ABOVE -. Entry TILE 3 - I L - 1056 4 V2' 6056 - C Porch / . 8' -I 1/16' 1 -3 I/16' - - . - . ■ 16010 OVND DOOR - - 'I 20Y -0• 4,_ 20' -0' MAIN FLOOR 1205 SF UPPER FLOOR 1162 SF': TOTAL 2367 SF: GARAGE 535 SF ! C.R. / PATIO : 220. SF SQUAT F IS MEA TO E OUTSIDE FACE OF S. STAIRS NE ARE COLALTED ONCE N TiCNS. OPEN I TO BELOW SPACES AND GARAGES ARE NOT INCLUDED. N CALCULAVONB,. 'TOTAL SF OF HOME . 2367 SF .TOTAL SF`OF'' GLAZING 285.21 SF -TOTAL x• OF GLAZING 12 ' S SF. IS CALCULATED: USING THE. REQUIREMENTS SET -' FORTH: M. THE WAE4NGTION STATE ENERGY: CODE. '.. SEFERT ADDITIONAL DOCUMENTATION TO SUPPORT METHODOLOGY OF PERFORMANCE COMPLIANCE. PAN- DIRECT VENT TO OUTSIDE - BATHROOMS/LA-NOW 50 OR-T MN. KITCHEN -100 CFM MIN, - WHOLE: HOUSE FAN: i00 CFM I'IN. VTOS FAN CONNECTED ®; HOUSE EXHAUST A 24 140118 TIMER - 100 CFM MIN., YTO El THERMOSTAT • 50' ABOVE FLOOR O' 110v SMOKE DETECTOR PER UBC WITH BATTERY BACKUP NNTERCONHECTED P 24 HOUR TIMER TO WHOLE HOUSE FAN MECHANICAL, PLL5- 113ING, AND ELECTRICAL. - SYSTEM FOR UNITS: PER DIV. I5,16 SEE SHEET AI A. PROVIDE 6' DIAMETER FRESH "- AIR INTAKE FROM OUTSIDE TO RETURN- AIR PLENA-( AT FURNACE • WITH MOTORIZED FLOW DAMPERS. B. PROVIDE Tl-E -MAI: EXPANSION TANK AT WATER HEATER' C. - STRAP WATER SEATER TO FRAMING TOP AND BOTTOM. D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. Patio CONC. 2 ENER`rY AND AIR QUALITY IFFOR'1ATION SEE.DLV. IT SWEET A I. „ : • 3. SEE BUILDING ELEVATION FOR UAN00W OPERATION SEE Div. 8`SHEET A -I 4. SEE TYPICAL MATERIALS LIST ON SECTION SEE COVER SHEEP FOR' ALI-NOTES AND REQUIREMENTS CCNCEP9ING: MECHANICAL,' : _ PLUMBING, AND : ELECTRICAL . 911101 !6068 w 36311 FLOOR PLAN KEY NOTES OCCUPANCY SEPARATION: • . . APPLY (I) LAYER 5/8' 7 X' 0115. TO ALL WALLS AND CEILINGS OF GARAGE SIDE FROM FOUNDATION TO SHEATHING. WRAP POST AND BEAMA APPLY (2) LAYERS; TO TRUSSES AND TJI FLOOR JOIST. SEE DIV. 010025 &FEET A -I ; 13/5' MIN. SOLID CORE DOOR WITH SELF CLOSER ) TO BE TIGHT FITTING SEE DIV. 010025: SHEET A11 STAIR ASSEMBLY NOTES. PER UBC SECTION 1003 A FEADROOM MIN. 6' -8', UADTH MN. B. TREADS 10' MN. DEPTH, ;RISERS 8' MAX. HT. C. HANDRAIL MIN. 34'. TOIN14X 35' ABOVE TREAD. NOSING. HANDRAIL: I IB' MN. TO 2' MAX: CROSS SECTION DIMENSION AND I IC' MN. CLEAR FROM WALL, RETURN RAIL ENDS. D. INSTALL FIRE BLOCKNG AT STRINERS TOP AND BOTTOM AND ADJACENT WALL/S). E. COVER USABLE SPACE UNDER STAIR - W/ 5/8' TYPE 'X' GW8.: F. NTERTEDIATEBALUSTERS SHALL BE - SPACED W/ LESS THAN 4' BETWEEN .BALUSTERS. _ SEE DIV. 010026 SHEET A -I.. P -4 SAFETY GLAZING PER MSC, SECTION 2405 ) A. WINDOWS WITHIN IS' OF FLOOR B. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS AND SHOIUERS D: GLAZES N DOORS E WITHIN STAIRWELLS F. WITHIN 5'OF TOP OR BOTTOM OF STAIRS - - SEE Div. 08900 SWEET A -1 EGRESS WINDOW PER UBC, SECTION 310.4 SEE Div. 0E600 SHEET A - 1 IGNITERS FOR GAS FIND APPLIANCES N t P " I GARAGE TO BE IS' MN, ABOVE TOP OF SLAB. SEE DIV. B SHEET A-I • _ COV):R-WALLS ADJACENT TO TUB SHOLERS WITS NON AESORBEN MA AND TERIAL TO 30' 4190VE ORAN INLETS. SEE DIV. 09250 SHEET A -I /2) LAYERS OF FLOOR SHEATHNG FRAMING 8 MAX. RISER WITS t0 MIN RN IF MORE • THAN (3) RISERS, HANDRAIL REQUIRED PER UBC, SECTION 1006 SHEET A-I )) 18 x24 CRAW_ SPACE nr7'SSS. INSULATE AND WEATHER STRIP. SEE DIV. 010022 SHEET A -I ) 22 "Afric SPACE ACCESS WI 30' NEAD CLEARANCE. INSULATE AND &LEATHER STRIP. SEE DIV. 01002.1 SHEET A -I L P - ) FLOOR MATERIAL BREAK LINE P -I ) ) P -S P -8 P -9 ) P -10 p -11 ( ( P -13 ) P -I6 ( P -IT )P -IS) �P -I5) P -20 ) [ P -21 ) P -22 [P - 23) WALL LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES, A. DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO UDC REQUIREMENTS. SEE DIV. 010020 SHEET A -I 5. ZERO CLEARANCE FIREPLACES' SHALL CONFORM TO UBC REQUIREMENTS. SEE DIV. 010024 SHEET A -I C. HEARTH SHALL CONFORM TO UBC REQUIREMENT SEE DIV. 010028 AND 9 SHEET A -I D. 5/5' TYPE 'X' GUN ON 140USE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. SEE. SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS. 3' DIAMETER. STEEL POST 36' GUARDRAIL PER UBC 5092 A. AT STAIRS SLOPES AT 36' ABOVE STAIR 505555. B VENT FOR MECHANICAL. I' CLEARANCE ALL SIDES PER USG SEE Div. 15 SHEET A-I PLANT SHELF UPPER AND LOWER LINEN CABINETS SOFFIT AREA INTEGRATED MACE UP AIR 2x6 STUDS W/ R -H INSULATION MN. , , , POVED 5,1999 )RED 01 ?O1J 51 A A OFTUKVittA 9 9 " ARE 111.11111120ErMi Dili ®ate it pt Anw ill1111111111111111111111111M ERA :MAGI I- 3/4'x11 !?vn�. �, woman oma 1 �� ! i i � 1 x 1 11 -1/8' TA FRO ® :. h� o — i''lli /4 JL JL x 1 1 JL JL JL. PAL S 1111111l�I I - �� 1 4 IMF MIN li /I M: \KAA \99 \99024 \9902405 07 -22 -1999 17 :1343 Sheet: OF Workstation: NathanS 1.1 A pil 21116'XII "1/3 MX- RIM 'F� It_Iwilu iii 0 � � ®11 z ® :!�`� . Ai ii i 13/4 x T In T W a O o it t e a $ gym° 111 m r m .. I i t h E g `3 9 1 m r �A4 "�: I . / f P Kapwier Architects, • ��r 13400 Northup Way, Suite 33 : Bellevue; Washington 98005 ( B41 -5320 * Fax (425) 641 -5318 � 1 y 7 .. yy + ry.� � ®1 1�� Date B y Description �,� Siff, 1/tu93 lrc SET i ® ' 'w pm., S+I rul ^> PLAN- "# 2367 e -TED AND IS THE EXCLUSIVE PRHTY OF THE E rEET• ma OR4WING a ©' co CPE fr1 ® ® ARE 111.11111120ErMi Dili ®ate it pt Anw ill1111111111111111111111111M ERA :MAGI I- 3/4'x11 !?vn�. �, woman oma 1 �� ! i i � 1 x 1 11 -1/8' TA FRO ® :. h� o — i''lli /4 JL JL x 1 1 JL JL JL. PAL S 1111111l�I I - �� 1 4 IMF MIN li /I M: \KAA \99 \99024 \9902405 07 -22 -1999 17 :1343 Sheet: OF Workstation: NathanS 1.1 A pil 21116'XII "1/3 MX- RIM 'F� It_Iwilu iii 0 � � ®11 z ® :!�`� . Ai ii i 13/4 x T In T W a O o it t e a $ gym° 111 m r m .. I i t h E g `3 9 1 m r 15' -4' 14'-8' 8' -51R' 6'- 10 1/1' / 1040 - e Loft/ Opt Bonus/ Opt Bdrm #4 CARPET 3' -6'„ J' -I' Bdrm #3 CARPET P-5 ) 3' -6 5/6 ' 6 I/8� r I' -3 V1' 1' -4 U2' .. -n . \� 946' 1 a \ \ O ' 1 - Reg 2 TUB/ SHU1R: P - , !!"@@ YTOS ,n Bath VNYI_ �g C ; P4 SD. , • • i 2& Bdrm #2 CARPET ART NITCH W/ .42' SHELF ( p -5 ' 6' -II IR' 6'-31R' — - _. - _ -_- __.. G ( I ) GO Ha N. CARPET. Re8 r I CARPET Res > .. - . ro Mstr. Bdrm. CARPET ( P.5 F, .... $;,a. C El ..., - L 4 6' . Mstr. vTOg Bath - 0 . 26 CARPET TUB - LINEN P -1 - 3 (P_4 .11111111111111 i is 1 1 e L_ 5' -5' / : 3'-8' :, '!7 4' -0'. _.I 3'-8L16' ` 2,_ `. 10'-4, .. 9 , / B -3 SYMBOLS AND LEGEND FA8W VENT: TO OUTSIDE;' -BATHROOMS/LAUNDRY 50 CFM MM. - KITCHEN 100: CFM MN. WHOLE HOUSE FAN 100 CPI MIN. VTOS ® WHOLE HOUSE EXHAUST FAN CONNECTED A 24. HOUR TIMER - 100 CFM MIN., '/TO El THERMOSTAT a 50' ABOVE FLOOR , C 110v SMOKE DETECTOR PER LOC WITH BATTERY BACKUP INTERCONNECTED 24 HOUR TIMER TO WHOLE HOUSE FAN MECHAN CAL; PLUMBNCs, AND ELECTRICAL AT'STEMI FOR UNITS: PER D1V.15;16 SEE - SHEET Al A PROVIDE 6'. DIAMETER FRESH _AIR NTAKE FROM OUTSIDE TO RETURN AIRPLENLM AT FURNACE WITH MOTORIZED. FLOW DAMPERS). B. PRO, DE <THERMAL. EXPANSION TANK AT WATER. 14EATER C. STRAP WATER NEATER TO FRAMING TOP AND BOTTOM. PROVIDE PRESSURE RELIEF. LINE PLUMBED TO OUTSIDE - UPPER FLOOR PLAN Sca4 V4:P -0' .. GflY OF TOO MLA APPROVED 131YLDtNG DIVIUION 9 \ \ ' ''GENERAL, 'PLAN NOTES- FLOOR PLAN KEY `NOTES ` OCCUPANCY SEPARATION: P -1 I APPLY (I) LAYER 5/8' TYPE 'X' GLIB. TO ALL WALLS AND CEILINGS CF GARAGE SIDE FROM FOUNDATION TO SHEATHING. WRAP POST AND BEAMS. APPLY (2) LAYERS TO TRUSSES AND TA FLOOR JOIST SEE Div. 010029 SHEET A -I ( P -2 13/e' MIK SOLID CORE DOOR W1T14 SELF CLOSER TO BE TIGHT FITTING SEE Div. 010025 SHEET A -I [ P -3 ) STAIR ASSEMBLY NOTES: PER LIED SECTION 1003 1 A HEADROOM MIN. 6' -8', WIDTH MN. 3' -0'. 0. TREADS 10' MIN. DEPTH, RISERS 8' MAX NT. C. HANDRAIL MN. 34' TO MAX 38' ABOVE TREAD NOSING. HANDRAIL 1 1/2' MN. TO 2' MAX CROSS SECTION DIMENSION AND I I/2 - MN. CLEAR FROM WALL, RETURN RAIL ENDS. D. INSTALL FIRE BLOCKING AT STRINGERS TOP- . AND BOTTOM AND ADJACENT WALL(S).. E COVER USABLE SPACE UDDER STAIR W/ 3/8' TYPE 'N GLUM. F. INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS. SEE Div. 010026 SHEET A -I. SAFETY GLAZING PER MSC, SECTION 2406 A WINDOWS WITHIN -I8' CF FLOOR , B. WNDCUN WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS. AND SHOEERE D. GLAZER N DOORS E. WITHIN STAIRWELLS F. WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE DIV. 08800 SHEET A -I EGRESS WINDOW PER UBC, SECTION 310.4 SEE DIV. 08600 SHEET A -I IGNITERS FOR. GAS FIRED APPLIANCES N GARAGE TO BE IS' MIN, ABOVE TOP OF SLAB. SEE DIV. 15 SHEET A -I COVER. WALLS ADJACENT TO TUBS AND SHOWERS WITH NON - ABSORBENT MATERIAL TO 10' ABOVE DRAIN INLETS. SEE DIV. 09250 SH EET A -I (2) LAYERS OF FLOOR SHEATHING OVER P_4 ) ( P -5 ) ( P -6 ( p- 5 ) ( P -9 (P -10) (P -12) (P -13) (P -14) P -15 ) P -16 P -11) (P -I8) 1 P -19 ( P -22 ) (P -23) ( P -24 ) L SEE COL/ER 514E i FO'ALL ORAL. WO EE. AND':R WAIRENENTE., . 2. ENERGY AND AIR QUAILITY IrFORI'1ATIGN • SEE DIV. IT SHEET A -I ,_ 3. BEE,EUILDING EL£YATION:FOR WINDOW'S • OPERATION SEE • DIV S SI/EET A - 4. SEE TYPICAL MATERIALS LIST ON SECTION ._. SHEET _ 5: SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS CONCERN/. MECHANICAL, PLUMBING, AND ELECTRICAL. S MAX. RISER WITH 10' MN. RN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER UBC, SECTION 1006. SHEET A -I .18 x24 CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE DIV. 010022 SHEET A -1 - 22'530' ATTIC SPACE ACCESS WI 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE DIV 01002.1 SHEET A -I FLOOR MATERIAL BREAK LINE WALL LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES, A. DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS. SH L _ CONFORM TO USC REQUI S. SEE DIV. 010025 SHEET. A -I B, ZERO CLEARANCE FIREPLACES ''SHALL CONFORM TO USC REQUIREMENTS. SEE Div. 010025 SHEET A -I C. HEARTH SHALL CONFORM TO UBC REQUIREMENT. • SEE Div. 010020 AND 9 SHEET A -I D. 5/8' TYPE '5' GUIS ON HOUSE SIDE OF -CHASE CLOSURE TO ROOF SHEATHING. r SEE SITE PLAN FOR EXTENT CF WALKS 3' DIAMETER STEEL POST 36' GUARDRAIL PER UBC 509.2 I A AT STAIRS SLOPES AT 36' ABOVE STAIR NOSING6. S VENT FOR MECHANICAL. I CLEARANCE ALL SIDES PER UBC SEE DI, 15 SHEET A -I PLANT SHELF AND DRIVEWAYS ( P_21 ) UPPER AND LOITER LINEN CABINETS SOFFIT AREA INTEGRATED MAKE UP AIR 2x6 STUDS WI R -19 INSULATION MIN. 0 L) 0 t est a Y RE ce lE WIU G _ g *1999 EMIR GE R WALL LINE RECOIL' . WALL LINE BELOW ROOF LINE BELOW LGENERAL FRAMING NOTES 1 1 FRAMING PLAN KEYNOTES , F_I ) BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW. FOR NVAODUCTING. SEE DIV.'S SHEET A -1 F -2 RAKED G PCNY WALL ON TOP OF LOWER ROOF FRAMIN MEMBE &JP PORTMG ROOF FRAMING MEMBERS: ) ALIGN .F EDGE OF JOIST WITH FACE'QF WALL ALIGN INSIDE LFACE OF BEAM WITG OUTSIDE . - ACE.6F UPSET - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS � ...F -5 J018T TOP OF BEAM EXTENDS -UP ABOVE F -6 JOIS TOP T N F BEAM 18 OP FLUSH W1114 BOTTOM OF . O WITN NO T PLATE 'CUT FRAMING ADJACENT MEMBERS INTO SEAM FqR ADEQUATE. SUPPORT. F -1 ) S A VENT N (CUL ATIO .- . SEE DIV. 01002 SHEET A -I F - 8 FLOORJOIST 100 - SEE SCITA -1 -EPULE F -9 PLA DIW. ) .. SEE DIV. 06 SNE E BEE TE HEI ELEVATIGNS AND SECTIONS FOR GHT . PRESSURE BLOCKING ) SEE DIV. 06100 SHEET A -I l ( O F -11 FF LUSH JO - ISTS TOM OF. BEAM EVEN W/ BOTTOM j BOT F -12 ) TOP.OF -REAM. FLUSH. W/ TOP OF JO(BT AND BEAR EXTENDS DOUJV SELCW JOISTS f F -13 J TOP OP BEAM 5'.BELOW TOP OF JOIST TO ALLOW.FOR HVAO OVER'BEAM AND BEAM BUI" 6 DOU.N BELOWJOISTS 2X6 .OVERFRAMING • 24' OC I F-41 I. SEE COVER SHEET'Y`R ALL AL N15D REQUIREMENTS. 2. SEE TYPICAL MATERIALS LIST ON SECTION SHEET.' 3.. SEE COVERBHEET "FOR ALL NOTES AND REQUIREMENTS CONCERNING.. MECHANICAL, PLUMBNG, AND ELECTRICAL: 4. TRUSS ,DESIGN: BY MANF. TRUSS PLAN St-1011.1N JS -FOR GENERAL_ LAYOUT ONLY -. SEE. DIV. 6100 SHEET A -I TRUSS LOADING SEE. DM 010001A SHEET A -1 - . TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER - ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24' ot. UN.o. 6. Ro PITCH- EXTERIOR PER ELEVATION INTEREIOR PER. SECTION T. RAFTER TAIL 2x4. VERIFY. a ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. s. ALL HEADERS ARE Axle) DF "2 LINO. PROVIDE (I) TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER .4' -0' LINO. SEE DIV. 06100 SHEET A -1 2X6 CEILING JOISTS • 24• Co ROOF VENT CALCULATION BASED ON 8 2-V? 140 L1 PER VENT BLOCK ROOF VENT CALL$ BASED ON 1.113C SECTION 15053 TOTAL ROOF AREA 1 366 - 8F%J00 .652 8F OF VENT. AREA REQ B3 3. AT EAVE . .424 SF REQUIRED 86 - . • 36' (MIN) ABOVE EAVE • 226. SF REQUIRED 4 ROOF JACKS AT 50 E.O. IN EACH,20Q_80. IN.. .118 LF. OF EAVE VENTS AT,SI. SQ. INLF• 8736 SQ. IN•426 BF 2 - GABLE END VENTS AT 24_ x]Z— 24_ SQ. IN..30 SF _GABLE END VENTS AT _ x _ • 80 IN.. SF 2_....6ABLE -END VENT$ AT DIA..58 BQ. IN. 1 BF TOTAL VENTS PROVIDED ROOF JACKS , • ]e4� EAVE VENT$. • 4 . - 8F GABLE END VENT$ .. . SF TOTAL 6F OF VENTS. PROVIDED • &2 SF • AREA MAY BE I/300 P 4 VAPOR RETARDER IS INSTALLED � 4 THE WAIF -1 SIDE Of THE ATTIC NSULATION 150532 • EFFECTIVE VENT AREA BASED ON A 30% REDUCTION DUE TO I/4' MESH SYMBOLS & LEGEND EIK - . POINT LOAD TRANEFERNG DOLLN W/ LOADING ,H. can of TUKWILA Alo POINT LOAD tRANS ERFD BY, KIOK DVED "` • N0V151999 ' r . H OLD -DOWN WITH SIZE DEBIGNATION CC "": °rLD _0 VERTICAL STROP WITH SIM'I IVt?10 1 TO EE. USED. ON'FLOOR BELOUJ ■ n 9T- - .LT,N STRAP 811TH.SIZE D SHEET ..; O ' , ' . , I CALCULATION WITH I. INDEXED NUMBER' — — 2E1.. EXTENT OF SHEAR WALL TYPE OF SHEAR WALL 1 1 W4LL ABOVE 133E0E4 WALL BELOU! NOTE:' UNLESS OTHEROJWSE NGYED.'ENCsIRBEERR 4ND . OULAT10N8 NOT p- a VID' - W4 T-IEBE DRAT IWAS. N ' 9 5:12 12 5E SIDE ELEVATION . Beak Vd'•I' -®' ou 24' DIA GABLE END VENT M-N r— CRIPPLE W41 -� EL 5,1 24' DIA GABLE: ENDY 4T TOP PLATE R @ p T OP PLATEO 11 1114 ur)R 14,T OIM- uoV E uG MAIN FLOOR 12 5:12...' ® El 51 �SIDOLG� REAR ELEVATION \ 9:12 4:12 TYPICAL BUILDING MATERIALS ROOF CONSTRUCTION ROOFING: (DIV. 7) SHINGLES (DIY. 01060) BUILDING PAPER: IV. 7) 30f BUILDING PAPER SHEATHING: (INV. 1x4 SKIP SHEATHING SOLI. AT EAVES Al VY ELSEWHERE INSULATION: (IS 7) ' PER R ELOWN -IN SOFFIT: ((DDIV. 7� - 1/2• PI EXTERIOR WALL CONSTRUCTION ( (DIV. BUILDINGG WRAP: (DIV. 7) Of SIDING Sff BUILNGG�gQQPAgI yER SHEATHING• (DIY. 6) 16 ORB OR EQUAL t OC INS FRAMING: (DD LATIO (DI V. N: 7) Rd9 BATT W /INTEORAI. VAPOR.BARRIBR OWE: (DN.9) .... 1/2 OWE FLOOR CONSTRUCTION (DIV. FLOORING: IV . SUBFLOOR: IV. FRAMING: NIV. 7) SOFFIT: INSULATIO "/ S ) D T. TRIM:(DIV. 6) WINDOW,. , _. (WITH NO BRICK MOLD) CORNER BOARDS: FASCIA: FINISH PER PLANS (DIV.- 01005) 3/4• TAO (PLYWD, COMPLY, OR EQ.) PER PLANS R49 MATT I/2• RESAWN PLYWOOD HEAD: 2x4 .. JAM& 2x4 SILL: 2x6 INSIDE 2x2 OUTSIDE 2x4,2x3 2x8 UNO 1111119111111111111111111111111111101111111111111116111111101iomilM11111111011 ■e■�®,>r■I®�■�■�■u�■n■�� / 1■ 111�111�111/1®umialIt1�I/I11111 map.... �A�.sea....ga., arrarrrraa�arrrra�rraar i.■1■1■. ■i ■1■6■1 ■� ■■■nni► IIm p � iIt1�1i�1 $ 1�1 ■■ �1i111�11f'Iti�unn IIBri I B u•I Amu.I.uuq ummunsIt1�If 1 ,1�itU11t1�111 i' n11�'n'1�1!�!d! ab's16`111► !'�it111m 11 1,1!111 i iiii as... T m '� ''i�t�77ilmunso mitt 11 1 I(�i11�1/11��1�111f(►g11� ®(�. ` ash Ilol1l11111�t11�llr� •�■ ri san rrre■nati ∎ `ilili111T/E1111111111111111111111111r111111111 ®.M ® - u ® ® si _ - ■Ie1N�i� ._._. - II1f1�i®1�I�fuusimill�ummi ium Ilr it •. ® ,1 MIIIIIIIM INO11111111111 11 1111 .ammmu�_:.i1p11111f1 _. . �drunn110i111111 ®118;;;Anu/f�iD11�1Iot.... Romn see:e I Effm 1� 1 - � rear eorrra rrr MEI EOM owe — II ■ 6):11 111 ■ . I ■ ■I II II I 1 S 1 = ■ I I I U U I 12' DIA BID D VEENT . . 2X8 FACIA W; Dc TRIM 2x3 STOOL EOARD 2X8 16)11 , 2X6 TRIM IB'X54' 84-UTTER - I8' DIA GABLE' END VENT 5:12 P1 224 TRIM 1/2 MDO W/ COWER TRIM 2X2 TRIM • 2X6 TR11 FLR JETS FER FLAN FRONT ELEVATION 8ceia V4'.I' -0'. Master Entry r1IJ Stairway .®I TRUSSES PER PLAN `N® •UUI•IN•N•SN�1UUNUUUUSUUi; Hall FLR JETS PER PLAN BUILDING SECTION A -A 2X4 TRIM 2. TRIM 6)4 TRIM U.. - F TOP PLATE 2x6 TRH 2X4 TRIM �5 drm #3 Family WIN. NEAR. f 4GT WIN. 44DR NOT. 2x6 TRIM BEYOND MAIN FLOOR Q4 TOP PLATE WIN WDR, NGT. UPPER FLOOR TOP PLATE WIN. NDR NG •1 g Elk ah® MASS FLOOR ro CITY OF TIIKVil(A' APPROVED V 75' AS h:i(ED JlLUm: olo3lON JOB - N0.:. 9902405. SHEET L cu— CV. 5 aT * � CD0 O N m ' � CITY kina. , A PERM 91)g C£NIER :; F 17 APAA LATERAL RESTRAINT PANEL 2' - 4' , e• FOU DATION D Al 3/4'4-0' EWEN GRADE 2X4 TOP PLATE GARAGE DOOR NDR (SEE FRIG- PLAN FOR SIZE) NAL SHEATHS* TO 14DR. UV 8d NAILS • 3' OC. • SIR WALL LOC. UNO. CN 54@2 W/LL SCHED. 2 2x4 911ID9 -NAIL SE.ATHMG IW 9d NAILS • 3' O.0 TO EACH STUD UNA. 0-4 SHR BALL SCIED- NAL Sd NA0.9. 3' OD. • ALL PLTe, HORS, SILOS UNO. CN SINR WALL WALED. 2 2x4 AT ANT SHEATHING JOINT 1/16 OSB. SHEATHING (MIN.) BTHDH STRAP TIE AICNCR MAIL TO BOARD FOWL BEND UP AFTER CONCRETE CUES) use 36440 V8 NAILS EACH UNO. z -1X4 PATES, NAIL SHTG. TO EA PLATE (1)5/0 .AB. UV MINT' EMBEDMENT RN SNR WALL SCHED. CONTINUOUS FO01 _ 1/2,x10' AB. IW 190,3)16• SCL STEEL PLATE W • 4' - OD. (DM 3 SHEET A -U EXCEPT . NOTED GN SEAR ALL II�II_II - sae: me T' MM EMBED. (21 1 4 BAR • TOP 4 3 SH • T)' oc (DN. 3 T. B A . 1 I V2' CLEAR VERT. 2x H .4 VERT. J -EAR • 6' (DM 3 NEE7 A -I) .4 40R2. BAR • 10' oc I'-6 OVERLAP (MN) (DIV. 3 SHEET A -I) 4 BAR. D oc L•2'-6' (DN. 3 SWEET A -V TIGHTLEE 1111 IIITiI_IIIIII= ME-K 18111 =18 — 1= 111111= 1=111 I unn =mi =__ =11M111_INIIl=1�Il 8I = 1(118 =111tH IIIIIII 1111= ?Wiun�ul nliu inul WHY 11111I u181ai E=11181 l 4' P'EFF. FTYx DRAIN PALTER IN 24' GRAVEL BED. (DIV. 2 SHEET A -I) (4).4 BAR CCNT. (DM 3 SHEET A - SOLID SUBSTRATE 4' C.C. SLAB OVER 4' ROCK OVER VAPOR BARROR 1r2 AB. Ill/ 27076116' RO. STEEL PLATE UWSFERS • 4' -0' OL. (Div. 3 SHAT A -I) EXCEPT AS NOTED ON REARLLALL SCHEDULE 1' MM EMBED. 4 Z -BARS • 24' oc BEND CUT MO SLAB vERT BAR • D' x (DN. 3 SET A -U 4 -140RZ BAR •) N U ac (DIV. 3 SHEET A - S VERT. J -EAR • 8' ac (DN- 3 SEEM A-Il '4 HOF. BAR • b' co OVERAP f (DN. 3 BEET A .)) -U 4 BAR •12'oc (DIV. 3 SEEM A -U PER PLAIDS LEE OF EXCAVATION (4) BAR CONT. (DIV. 3 SHEET 4 -1) SOLID RBSTRATE 4' CONC. SLAB OvER 4' ROCK OVER VAPOR BARRIOR ADD BARS TO MATCH RESFORCIT T, CRIPPLE WALL o FOUNDATION FOUNDATION DETAIL 3/4 =f 3Oo -o9_74 � . } 3/4 =f 03300-00000- 18 14 CRIPPLE WALL 0 FOUNDATION 0330 -24 3/4 =7-0 08,00 •or_TJI TIP. POOR FRAM.* PER'PLAI (DIV, o BEET A-U TIP. EXTERIOR WALL CONSTRICTION PER FLAN (DIV. 6 SHEET A -11 RIIM BOARD CRIPPLE WALL (DIY. b SHEET A -1) SEE FOUNDATION DETAIL(S) El-lllll 111111 FOUNDATION DETAIL 3/4•=1-0• 4T111TAIT114 \71 MINN f' I�Iilifil -, !I - pf itI 11811 ' i'# ()FURRING CANTILEVER FRM'G AT FOUNDATION DETAIL 04300. 00000.23 veer-o• oa1Oo- G33000ZTJi 3/4'=1 - I L BLGL'KRda O cR BEAM POST PER PLAN OVER 4ERVEBTRAL C.T. FOOTEAx PER PLAN MAT T^OOTING PER FLAN. (2) CCNT. 4 BAR A35 RAMACT TO FOOTING FOR POSITIVE CAxR ECTION. FER.ARISDICTcEA4L REOURE MBNTB. 9 " =11181 —I SCAB TOGETHER UV NAILER EA SIDE AT BEAM SPLICES 1.5E 2)4 SCAB EACH AADE S FOUNDATION DETAIL 02890-0000025 . POST/FOOTING 08100-0330.1.10_TJ T t. L • 3 t//' �� 1111111-11111 — °"'" `` ° 1= 1181 —. ra SLAB 0 STEM WALL 3/4'=1-0' ., TYPICAL EXTERIOR LIALL CONSTRICTION PER FLAN (DM 6 BEET 44) I' AR SPACE BOLDING PAPER HOOKID END MASONRY VENEER TE 70 FRAMS4 EV. 2 6a FT. A (DIV 4 Shoot A) MABpd2r VF?EER CONT. FLABHBo WNEEP HOLES a 4' -0' OC. TREATED MAO ALL (DM 6 MEET A -I) SEE POJNDATION DETAILS 6' MM VERIFY GRADE CONTOU29 NOTE THIS OPTION CAN NOT BE USED AT SEAR WALLS. 04200aAe1O6-02_T.N � , 81111 11110 1_ll1's- Illlllrlllh�_unu =mm_HF 08liil =1f Bh =11111 I I FOUNDATION /FRAMING CONNECTION 3/4•=1 - 0e300- OB1O4143 0 i c ▪ ' ' 111 HANGER OPTION OeTao- ossoo- T.2 'L 4 / 314•4 - 0 GUB -TIP. (DIV- 9 SHEET A -U INTERIOR BEARING WALL (DM 6 SHEET A -I) V1Yx10' AB• 4' - O.C. (DIV. 3 SST A -U SLAB ON GRADE FE R PLAN (DIV. 3 SHEET 44) VAPOR BARRIER CCNT- SPREAD FIG. PER PLAN (DIV. 3 SEET A-Il • 4E' (2)'4 BAR COAT. (DIV. 3 SHEET A -I/ EXT. DOOR THRESHOLD DETAIL : I 3/4•=1 06100-03300-04_141 RILL WIDTH TREATED MID SILL HFWGER PER MFG TIP. FLOOR FRAMMX PER PLAN (DIV. 6 BEET A -1) EXT. DOCR AND FRAME (Div. B SHEET A -I/ DOOR THRESHOLD FLASAG 4.9 REVD. (DIV. l SEEM A -U NERVESTRAL R.ASHING 4' CONC. SLAB OVER 4' GRAVEL BED (DIV. 4 SHEET A -1) TREATED MID ALL (DIV. 6 SHEET A -I) AIRSPACE TIP, 4 VERT. R= -BAR FROM STEM WAIL STUBBED INTO SLAB POST A-b BEAT PER FLAT EXT. DOOR THRESHOLD DETAIL TIP. FLOOR RAMP. PER FLAN (01v..6 SHEET A -U FRAMING/FOUNDATION CONNECTION 3/4447 06170-03800-08.2M 1 9 N, a AMR r Ilill°N � e nnn�mur IT111 -11 FOUNDATION DETAIL 3/4' =T-0• \ TOP CF FT'G, 3/4=1-0• v PER PLAN PER FLAN FINISH GRADE X�a \TOP CF DOLEL 8 1 FOUNDATION DETAIL 08100O3GGC 3&JJ EL'') /4•=f - + FRAMING PARALLEL TO STEM WALL Il V!'hd0' AB-UU 2N2N3/16' NT. STEEL PLATE WASHERS . {' -0' OC. (DIV. 3 SLEET A -V EXCEPT A9 NOTED CN SEARWU.L EASEDRLE 1' MIN. E118E0. 4 HORIZ. BAR IV' AC. 1'-6' CORER OVERLAP (9IV. 3 SHEET A '4 VERT. EAR SAME AS STUB STEEL SPACING. (DIV. 3 BEET A - TIGFRLFE V DA PPRDOFING (DIV. 1 SHEET A -U '4 ACE STEEL FROM FT'G. • 6' OL. (DM 3 SHEET A -)) 4' FEW. FT'G - WELTER M 24' GRAVEL BED (DIV. 1 SHEET A -I) SOLID SUBSTRATE (2) A BAR COAT. (DIV. 3 SHEET A -I) • It=11111F 4 HORL BAR • m' oc I' -6' OVERLAP (MIRE) (DM. 3 SHIN A -U '4 BAR • A' CV L .2' - (DIV. 3 SFEET A - " TIGHTLINE i-, 4' PETE. DRAM WELTER IN GRAVEL BED. (DIV. 2 SLEET A -U (4).4 BAR CCNT. (DI, 3 SHEET A -V SOLID SUBSTRATE CANTILEVERED RETAINING WALL As iSs .� 1M111 =11 IR' CLEAR TREATED MILD SILL 1/1'1x10' AB. W/ 1517OA6' SO. REEL PLATE WASHERS • 4'•0' OD (DN. 3 SHEET A -I) EXCEPT AS NOTED CN BEARUALL , SCHEDULE 1' MM STEED. (2) 4 BAR •TOP _ 4`. VERT. BAR • b' oc . . (LW. 3 AEET A -)) 4 VERT. J -BAR • 12' ac (DN. 3 SHEET Ad/ lC'AJ®' AB. UV 2'476/16' SO. STEEL PLATE LOANERS • 4'-0• OL. (DN. 3 SHEET A- I)D(CEPT AB NOTED CN BHEARUALL SCHEDULE 1. MM EMBED. Z -BARB • 24' cc 3] BOO OUT MO SLAB 4 VERT. BAR • kV oe (DIV. 3 SHEET A -U *4 HORZ. BAR • Er oc (DIY. 3 BEET A -C 5 VERT. J -BAR • B' oc (DIV- 3 BEET A -U .4 H0R2. BAR • 10' oc I'•6' OVERLAP (MIND (DIV - 3 SHEET A, '4 BAR • E oc (DIV. 3 SHEET A -V TGHTLI E (4) •4 BAR COAT, (DIV. 3 SEEM A -U TIP. EXTERIOR WAIL CONBTR ATICM PER PLAN (DIV. b SHEET A -I) LOCATE SPEA1141. JOINT • ON M COMM VIBER ER RUM BOARD TYR R.00R FRA N PER FLAN. (DIV. 6 SHEET A -U '^" SC11D SUBSTRATE 1' -8' 4' PETE. DRAIN W.FILTER 0 L (D V 2 SIEET A I/ SEE FOUNDATION DETAILS) FRAMING PERPENDICULAR TO STEM WALL O3903- 00000.22 09300. 00000 -28 03300.00 030-01 00 Ln _♦ C*J QD • OL0 N CO x § ITP. EXTERIOR WALL CONSTRICTION AN PER FL (DIV. 6 SEET A - LOCATE SHEATHS* JOINT • Cat,. MEMBER SOLID ELOCKEG • RIM JOIST • EXT. WALL PONT LOAD BEARING PER PLAN �i. CITY, OF TUKWILA L SHEET APPROVED TPE ATED T D SILL AT ryry SEE RA DATION DETAL'P81 T! 1 1539 TTP. FLOOR FRAMING PER MAN, i [U (DIV. 6 SWEET FRAMING /FOUNDATION DETAIL ic;a 3/41 -0' ott soo -oLu (IJ 24' MAX, e'-o' MAX CANT. IPAN is s oRMs t l ; !4T.yCVE Ptti19NEG. €., '. • 5 , 1 / 2 OC (CLR FIST. BTUk! NOT t0 EXCEED:4 SOLID B2.KGs OkM'OVER SUPF,i�RTS 5/4 X- 4 7K CDR DCKYs ATTACH L EDGER WI z Rou B ' OF 1/2 LA BoTS A TYP .'rJI FLOOR FRAMING PER .f'LAWR' ® 2x PONY;ULA.L ' 'I " 4x SEAM (SIZE TO'REDUCE • q IWOF POSTS s 2 •STORY EXCEED • TIM OR EN POSTS EXCEED 4' INLEFYsTH SCAB W/ 2X4 EA SIDE ' 2x 12' GREATER DEPTH THAN JOISTS) FINISH LANDSCAPE GRADE TOP OF PIER FLUSH WITH FIN. SUB GRADE "(3 EELOW FINISH LANDSCAPING) ON SOLID SUBSTRATE - Y T2' MIN MAUI GRADE e TYP . -0DECK CROSS SECTION 3/4� L 00200-061 70-1921.11 L I PER PLAN 10 SECT ION 0 BEAM 3/4'1 - %•4,4_. ....., op A" er., 64. Irk II II II it Il it it I 1I I i II Ii II it i i t i I ! --- 111MI . STAIR SECTION-DETAIL ! 3/4'114f , BATFEL E)T•ETD 6' ABOYS GATT. REBt -.OR , T2' ABOVE BLOW NS111- TTPICN. A10F CONSTRICTION 2' MRL CLR. FOR VENTWY 2X BI. KWG U UI (3).2 HOLES WTH SGREE4 I 8E'E ELEVATION DOVSED.TR IBS AIL Li - rm. G9nER FASCIA PER ELEVATION • MP. EXMOOR WALL CONSTRICTION) R4ASI- 134 (E N. T SHEET AU OBI_ OR GIRDER TRU3 (PE2 new } (TIP) RAGE CONSTRICTION FRAME OVER WALL DETAIL 3/4 =1-0' 011100 -01 FRAMING FERPLA34 HI. 49' vat g1TSIDE FACT E OF 0441 ` 2 N) cut FOR YENTELATION BLOOCIG BEMs PER PLAN PARE. PER PLAT kEILOCKING SICTLIGHT, 312E PER PTA4N. FROVIDE RASHNG AS RECO?ENCED BY MFG NA CURB TIP. 2114. ROOF AND FRAMING M ISERS TP. • WW1 • CEIL34 ROOF FRAIIG PER PLAN L ® SKYLIGHT FLARE WELL DETAIL 3/440 07300-06100-01 WALL STUDS BEYOND PSI. Jsr, BLOCK AS NEEDED SEE PLAN SEE FLAN FOR TYP. RISE 4 RN DIMENSIONS 314' PLYWOOD RISER I U8' HARDBOARD TREAD WITH EASED IIo63 3 211 3133Ir#R3 TIP. UNO. CENTER SNOWIER 321H 2 - 2x4 STROT 3 BAOC TT, NAIL WALL STRINGERS W/ (2) Ibd TO WALL MUDS 5B tYPE - 'X' GLIB. AS m. SEE NOTES BELOW 2x KICKER PLATE „L pFq. D.1iOQ•f IID16�8' L.,. MIL 3'-0' FE. 4. @STALL FIRE BLOCKING'. STRNGER3 TOP � 4 BOTTOM 4 4 .IAmIT INAi )JST PER LC, IMADLI 3. HANDRAILLTRk O . £ t S SPACE 13#IER STAIR 3ATH NO3PG:;:14@CRJJ41 i'TN TO 2' MAX CRO.) ' 53' TYPE Gate, PER,UBC .. SEC3104Dt SHIN 4-112• MN. CLEAR+FR(A1. !6. NTEREDIATE EALU8) 6 TRAIT. BE. SPACED . W411, RETURN RAIL BM Fes SSC.3EC U7068 , - . 4 APART NET LEc SEC 5033 • o8100-0730a41 , . , o620Q.d 0oAi TYPICAL ROOK CONS1Fd1CTION HI . 48'.OG AT OUTSIDE FACE OF WALL WO CN: SHEAR WALL SCHEDULE 14 BLCOKH S WITH (3) 2' _ . . \ Q ROLES WITH °rCRET?l E., ,..I A35 I RAFTER TAIL . `EL GUTTER VA OVERHANG PER PLAN FASCIA PER ELEVATION TYP. EXTERIOR WALL CONSTRICTION W a ll . I EAVE DETAIL /44-0" � PER FLAN OVERHANG FERPLAN iL_1 GABLE END DETAIL 3/4;4 -0^ TYPICAL ROOF CONSTRICIIO4 TYPICAL R00F CONSTRICTION TRIM PER ELEVATION BARGE BOARD PER ELEVATION 2X4 BACKER FOR BARGE - NAIL THRL SKIP SHEATHING WITH I6d • O.C. TYP. 2X4 OITRIGGE189 • 4' 0.G WITH 2X2 BETWEEN FOR TRIM TIP. EXTERIOR WALL CONSTRUCTION TTPIC/4. ROOF CONSTRICTION TRIM PER ELEVATIONS BAR. TYP. see ELEVATION 234 BACKER FCR BARGE • NAIL 11481 SHEATH. WTH Ibd • O.C. TYP. 2x4 OUTRIGGERS • 4' AA. WITH 2.2 BETUEE4 FOR TRP4 J BLOCK.* AT CEILING LINE 2x4 LEDGER. NT. CELEGLIE (TYP. EXIERK)R WALL CONSTRICTION) ELL® N FRAM GABLE 23 WALL I IC sow file; fi eII 18NAR %i` ISEE ELEVATION EAVE DETAIL 3/4'=3 -0 EAV E DETAIL 06 03-07300.06 ` 2 3/444f ' . — EAVE DETAIL 3/4 =i-0' PER PLAN 12 WIS OVERHANG FER PLAN SEE I EEE ELEVATION SAVE DETAIL'; oeto6o78uo•18 3/44-0' - 0323 3NANG FER FLAN BARTEL EXTED 6' ABOVE 2341 T. E&3 . OR Q' 4BO3E BLOUN 51511_ (TYP. ROOF CONSTRICTION) 2'.MRL CLR FCR VENTi 3 - r '24 34(TiOG.AT OUBDE FACE OF WALL ' IN SCHEDULE CH SEAR MALL SCHEDULE NOI.E A 7 Bd3)2': EXPOSED MSS TAIL MP. GUTTER FASCIA PER ELEVATION ( TM. EXTERIOR WALL CONSTRICTION) BAF EL - EXTEND 6' 4003E BAIT. NSUL. OR 0' ABOVE BLOWN 3451L (OP. ROOF CONSTRICTION 1 ' 2' t 3H CLR FOR VENT NGa HI • 48' OC. AT OUTSIDE FACE OF WALT. W0 GI SHEAR WALL. SCHEDULE 2X BLOCKIY WITH 1312' • HOLES WITH SC3cB4 EXPOSED RAFTER TAIL MYT, GUTTER) ASCIA PER ELEVATION arr. ExTEROR WALL CONSTRICTION) 11W. ROOF a:NeTRDTIO v 0 MN. OLR FOR VENTING HI • 48' OD, AT 12340 C PACE OF WALL WO ON SHEAR WALL SCIEDILE 2X BLOCKING um (3) 2' • HOLES WITH SCREEN %/4.4ti ilIr4ltT + %� 2 SEE L \� (TIP. Germ PER PLAN OVERRAN' FASCIA PER ELEVATION EXPOSED TR1S6 TAIL 08190. 07800.02 (TYP. EXTERIOR WALL CONSTRUCTION/ TYPICAL ROOF ,OFY3TT21C0CN 2' MIN CLR 3013 AMT. H1 . 49' O.C AT E FA(F_ OF WALL (140 23 WO ON SHEAR WALL SCHEDULE 2X BLOCKING WI114 (3) 2' e HOLES WITH sCP"1N SEE ELEV. 2X8 0AOCka. TYP. ..,„,EXPOSED RAFTER TAIL moo-moo-0i 0822031900 -08 TYP: GARTER FASCIA PER ELEVATION i?. 2XICXIOR WALL CONSTRUCTION CITY OF TUKWILA ' PROVED NON' 1 5 1999' A$ witU J LC�I) I!D DIYR8101( Oe220-07804a 4 • Ave r O Ep 5 c0 w ,_ ' rioc 0 Cti A WG SHEET "T1 TTP. TJI FLOOR CONSTRICTION R®follat11 OTA 1 f;;;;ITHITi.11.1 1116 41160 SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 314W 1ro70-0eiio-1e TYP. TA FLOOR CONSTRUCTION 1Y?.. WALL CCN81'RUDIIGN Ui14 WALL SHEATHIM PER SCFEDULE SHEAR WALL PERPENDICULAR TO FLOOR JOISTS PERPENDICULAR TO FLOOR JOISTS 3 /4•=T -Or 17070-00170-07 + 3/4'4-0 ° 17070-00M-01 SHEAR WALL EXTERIOR SHEAR WALL ° PARALLEL TO FLOOR JOISTS 03/44-0' PARALLEL TO FLOOR JOISTS 3/4 d-Or tmvo•oetro -oe SHEAR WALL PARALLEL TO , FLOCR JOIST- OFFSET CONDITION 8/4 4 170700300.10 BOTTOM PLATE NAILSYa PER SHEARUALL.SOEDULE I__n SEE FLAN SHEAR WALL O CRIPPLE - INTERIOR 3/4•=1 -47 NAIL FLOOR IHEATHING TH16'AR€A WITH IV d • b oL EDGES d• E'oc.FIELD BLOCK ALL EDGES 10d•6'oa PLIIIDOD TO BLOCKING BOTTOM MATE NAILING PERSHEARUALL SCIEDULE PANEL EDGE 4 FIELD NAILED FER SCHEDULE TJI E OCKM BLOCK ALL EDGES PANEL EDGE 4 FIELD NAILING PER SCHEDULE - - TOP PLATE NAILING PER SHEARUALL SCHEDULE TTP. UL1LL CONSTRICTION UATH WALL SHEATHING FER SCEDULE EXTERIOR SHEAR WALL d a S' oc RTUID:,tQ,RM JOIST z z PANEL EDGE 1 FIELD NAILING DOUBLE 51.5 AT HOLDOLLN CONDITION TTP. WALL CONSTRICTION WITH WALL SHEATHS. FER SCHEDULE TYP. TJI BOOR CONSTRICT. 51MPSON HOLDOUN PER PLAN AND SHEARUWLL SOEDULE TOP M ATE NAILING •.. FEREHEASWALL SCHEDILE earrctfpLATE WULPG- PER 61EARUALL SCHEDULE. TYP. EXTERIOR WALL CONSTRICTION W WALL-SHEATHING PER SCHEDULE TYP. TA FLOOR CONSTRUCTION 2x4 PANEL EDGE BLOCKING TOP RATE H41LNG PER SHEPRUALL SCHEDULE EOTTOM PLATENAILNG PER SVEARWALL SCHEDULE 10 d• 6' ac. RTU.D. TO RIM JOIST PANEL EDGE FIELD NAILING PER SCHEDULE TM. EXTERIOR WALL CONSTRICTION UATH UMLL sewn** PER SCHEDULE TYP. TJI FLOOR CONSiRUCT1ON 2x4 PANEL EDGE BLOCKING TT, WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE TTP, TJI FLOOR CONSTRICTION BOTTOM PLATE NAILING PER SFEARUALL SCHEDULE O d NAIL • 6' on RTUA. TO RPM JOIST PANEL EDGE 4 FIELD NAILING PER SLEEDULE SHEAR WALL PERPENDICULAR TO FLOOR JOIST- OFFSET CONDITION .6 FLOOR JOIST 3/4•d - 1r�o -oet7o 3/4= -0r 'IMPSCN HOLDOU.N,STR4PPER PLAN AND SHEAR WAIJ. SCHEDULE SEE ARC14. DETAILS,FOR F'ONDATIO 4 cowDISIONe 10 d NAIL • 6' oc. RTUD. TO TJI BLOCKING TOP RATE NAILING PER S4EARUALL SO- EDIILE TYP WALL CONSTRICTION WITH WALL SWATHE. PER SCHEDULE 170ff0 e17on11 SHEAR WALL PERPENDICULAR TO FLOOR JOISTS ® FOUNDATION 3/4 1707003304-01 SHEAR WALL PARALLEL TO FLOOR JOISTS ® FOUNDATION 3/4'=f -0' tTPICAM WALL C:O$TRICRON WITH .WALL MEATNNG PER SCHEDULE TTP. TJI FLOOR CONSTRICTION rumor: # ATENAU_NG - PER EW4FEUALL SaNEOULE TOP PLATE NAILING PER SFEAi:WU ECHEDIIE ANCHOR BOLT PER SCFED(LE SEE ARC{ DETAILS FOR FOINDaTICN CONDITIONS TYP. TJI FLOOR CONSTRUCTION TYP. EXTERIOR WALL CONSTRUCTION WTH WALL SHEATHING PER SCIEDLL:E BOTTOM PLATE NAILED PER SIEARUWLL SCHEDULE TOP PLATE HAI M PER S4EARUALL SCHEDULE CRIPPLE WALL IDIV. 6J SHEATH CRPPLE WALL SAME AS SHEARWALL 480JE AIM A%N, DETAILS FOR FOINDATION CONDITIONS • • • 1 SHEAR WALL *_ CRIPPLE WALL` 3 /4=T - 17070-03300-03 CRIPPLE WALL (DIV. 6) 1 SHEATHING PER SCHEDULE PAJNEI. EDtA 4 FIELD NAILS . PER SCHEDULE , ANCHOR BOLT PER SHEARWTLL SCHEDULE 121 BAR CO41'.(DIV. 3) ' FTY OF TUKWILA APPROVED NOV 1 5 1999 TOTED i 1G 7 .'.7F3 - 167, 7 c f f ".. a. DUG PERM C%N'tER TJI BLOCKING BEAT PERPl.AH W d•6'O.C. BVEATHIG AND NAILING PER 51EARUALL SCbr' - DU E 2X4 LEDGER . (2116 dEACN SND (2) K d EACH BLOCK . 3/4`4 -0• . .. SHEAR WALL ®. GABLE END PLYWOOD ROOF CONDITION , 3/4'4 T2e40.04Y100.o4 1 3/4'x7,0" TTP. EXIERIGR LUAU_ COl81R)CTION um WALL SHEATHING PER QCIEDULE 1TPIC4L Racy CONSTRJC71ON, IBS TIE • EA TR d6 L630 • 48' oG . d• S'•G• BLOCKING BLOCKING PER ARCH DETAILS A35 CLIP PCR SFEARU4LLSC4EDULE CITY OF TUKWILA APPROVED 7YP. E CEmoR W4 L caNSTR)cui{d 0 9 1 5 1999 YATI UMLL. SHEAT1m0 PER SCHEDII.E- $ hoiED 6LIILDINO DI'JIIION MOTE- ALL e•EOR'4ATIC✓W ON THIS /MEET IS, NOT NECESSARILY INCORPORATED INTO PRCIECT.: COORDINATE. WITH PLANS. , � 1 HOLDOWN STRAP AT CRAWL SPACE DOUBLE SW STRAP PER PLAN TYP. WALL CONS1RICTICT4 UATH W41.LSHE.ATHIG PER SCBEDIILE BOTTOM PLATE NAILS* PER sHEAROA.. SC&EDULE BLOCK AV FILLER BLOCK DOUBLE JCIBT OR BEAM HER PLAT 14 HOLDOWN STRAP AT FLOORS 3044 17010-0017028 2x4 RAT BLOCKING NAIL STRAP UU 8d COMMON. 8' ... SIPSON CS. STRAW x18' LONG, LAP 4' 0110'. LOLL OR marl All NAIL WITH Ed 'COITION • 4' oG DRAG STRUT CONNECTION 314'.1 -v' 4' -0' NTS 11000.00100-0 tR08 P6x FLAN 0114 SHEATHING G PER BEEARIINLL SCFEDII.E 8d TO MATCH SEAR- WALL NAILS* .BELOW . 2XU WIN ibd TO MATCH SVEARIAL.L NAILS. eacW INTO TOP PLATE PANEL EDGE 'H FIELD. NAILING FER SCHEDULE TLP. WALL CONSTRUCTION 0114 WALL. SWATHIO FEE ETEIDIILE ° INTERIOR SHEARWALL TO ROOF COND. q ° HOLDOWN STRAP ® FLOORS 5 314•=f -d• 17000- o0o0as t 314=1-0* sroT3.08170-20 (2) 6d d NAIL a 4' oc.• EA WTRKbER I d NAIL • I' oG TO TOP CHORD BLOCICIG 2x BARGE , YO TRIM 2x4 BACKER FOR 0.4FGE. NAIL TWmUGH SKIP 1IEATH0G 1174 Wd 204 CVTR GGER8 • 4' OO. 01)4 JOIST HALER • TRES GABLE ETIO TREE PEER 51.EARUALL SCHEDULE TYPICAL. POOP CONSTRICTION • PLYWOOD ROOF CONDITION 3/4•8I-C TIP. EXTERIOR YAWL CONSTRICTION 11114 WALL SHEATH G PER SCHEDULE (2)1Sd B d NAIL • 4' oz. • EA CU1RKl0ER 8 d NAIL • S or.. TO TOP PLATES ) BLOCKRYs 2X4 40100 • 4' OC. IWTH . JOIST 1 HANGER. • IMES. - TYPICAL RDOF CONSTRUCTION 17000- 00100-18 TTP: EXTERO0 WALL 14001 0111 N W WWL 6HEATHIO PER SCHEDULE 01011.6 ATEACH STRAP ..: 801110 PLATE NAILNG..... -.' PE01EAR ALL 90EL'1LE sip8. MST STRAPPER PLAN • SHEAR WALL 0050) E 1-Vd` Thet,STRAND LSL 00AR0 SEE ELEVATION PANEL EDGE A FELD NAILING' PER SCHEME T1P 01108OR WALL CONSTRICTION W WALL. 81104 00 PER S0EDILE TIP. TJI FLOOR CONSTRUCTION 7YPICA. ROOF CONSTRICTION (31 • 8' EH (3) 8 d 4 70ENAIL • TR1S4: L1030. 48' oz. BLOCKS. TO TOP PLATE. • 8 d• 6' et. • BLOCKIG: 04.1414050 PER ARCH. DETAILS 1 s ^. SHEARWALL SCHEDULE I 55 30111 1,111 NI1111N 30031 PI1111N 0131 NDIJ019 JQ3 L 51109 aomniv 3 1101 1lIS M1111 ',d 80101 9t.19 r slslor Iri 9NI,11N i d 0101 01 110..,'Ol9 3i. , L SJ011" fN rGa i GIl�nQ3 GI -1 'I YES 5 /8' m 48" :1,35 '16d a 12 IGO a !2' 1,30 P_F ` 1/2' 103 ONE SIDE 5d NAIL e 42' GI -4 CR 5/e GUB CNE SIDE COO, FOR V_" 4 YES 518' e 48' A33 33 16d a 10' Ibd 0 10' ..- PLF G2 -1 IR' GWB TWO 5iPE5 bd 1 YES 5/e' m 45' 20' 16d 0 8' Ibd ■e 6' G2 -4 OR COOLER 4 YES 5 /8' e 48' 20 16d a 6' I6ea 0 5' 5/8' GIB RLK, SIDES FOR 5.'8' 1 x . o 12 YES S %8' 0 4E' ?O' IC, m 5' Ibd PLF PI -6 12 TES 5'8` e 4.1 Ibd o- 5' I6c a 5' 24„-,Li PI.4 1/76' 059. 1,2 YES 5/8' e 32' 12' Ibd a 4' 16o mJ' 350 fy -P PI -3 ONE SIDE L YES 5.'8' ® 2 , Ibd a 3' 16d n 5` sy0 FLF PI -310 USE 3,TUDS PANEL EDGE 12 L' YES YE 5/5' 4 24' 0' m 1 C A CLIP' 16d ®' :.S' / 5 Ibo 0 5' 3 ` Sa.� r✓LF 5P.5 F., PI -2 USE 3,. 5TUD5 SE 3..1D5 ,;j5 ,LIPS ndh5 16da4 5Tl kx'sekED DL; 196 05b- Pi:G SIDES P2-4 12 ?'E5 5.5' e 16' A35 CLIP e 2! ROW rad n 5 &7r:u2 :�E 100 FLF STAGGER SVEATHI4 JOINTS W/(2) SiUD3 m PANEL EDGE= CE._ c:.. P2 -3 12 YES 5'8' 0 1 ±' A35 CLIP.,' lncl c : n , "7A_E 900 p F WEYERHAUSER W5H -4 14ARDB0AF1 5011. OR EQUAL 1 .. 8 /9' e 48' L' „ I6 ^3 m ' ... _) FOUNDATION SI SAP. WALLS SaIS 1,13 -0' SYMBOLS & LEGEND 0 / POINT LOAD FROM ABOVE h� P' POINT LOAD FRONT ABOVE W/ LOADING POINT LOAD TRANSFERMG DOWN POINT LOAD TRANSFERNG DOWN W/ LOADING HAN sER POINT LOAD TRANSFERED BY KICKER HOLD DOWN WITH SIM DESIGNATION VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW wORC AL STRAP WITH SIZE DESIGNATION O NDICATES BEAM CALCULATION WITH INDEXED NUMBER - .. pl -6 _..� EXTENT CF SHEAR WALL TTPE OF SHEAR WALL WALL ABOVE 2231= WALL BELOW NQ UNLESS OTHERWISE NOTED, ENGNEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. SHEAR NOTES UNLESS OTHERUISE NOTED DESIGN CRITERJA L SEE CALCULATIONS FOR DESIGN CRITERIA GENERAL NOTES I. ALL SHEARWALLS SHCUN ON TOE FLOOR PLAN ARE FOR WALLS ON THAT LEVEL. (TOPICALLY SHOSN SHADED) 2. ANCHORAGE IS FOR SHEAR'WALLS(PANELS) ONLY, WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AN SHEAR PANELS, NAILS MAY BE SPACED 6 ID' O.G.(MIN) PER TABLE 25 -I -Q. 3. WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AN SHEAR PANELS THEN SHEAR DETAILS DO NOT APPLY. FOLLOW MIN. U.B.C. REQUIREMENTS. 4. PROVIDE TWO STUDS AT ALL HOLD DOWN LCCATIONS. 5. SEE MAR.'ACT RER'S RETIREMENTS AND DETAILS FOR EACH TYPE OF HOLDOLLN, STRAP, AND CONNECTOR FOR PROPER INSTALLATION. 6. ALL PLYWOOD OR GYPTE3M S4EARLALLS SHALL SE APPLIED HORIZONTALLY OR VERTICALLY ON SMUT. E00E5 SHALL BE STAGGERED AT CENTER OF STUDS AND BLOCKED PER SCHEDULE 1.00 NOT OVERDRIVE NAILS INTO SHEATHING. 8. STAPLES OR SCREUS ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED SHEAR WALL PANELS UNLESS PRE- APPROVED BY THE BUILDING OFFICIAL ROOF 4 FLOOR SHEATHING I. ROOF SlOU`HMG: 1M' 058 APA RATED SHEATHING ; 24/0). LAY UP W/ MRNIFOAM L8' CLEAR BETUEEN PANELS TO ALLOW FOR EXPANSION. NAILING SHALL BE Ed AT 6' oc AT PANEL EDGES AND 12' oc AT INTERMEDIATE ,U :PPORTS. PROVIDE EDGE CLIPS ®24' OC. a ALL IASUPPORTED EDGES. ALLOWABLE DIAPHRAM SHEAR= 2. FLOOR SHEATHING: 3/4' CDX TlU APA RATED PLYWOOD (4804) NAILED AND GLUED. ADHESIVE SHALL CONFORM TO AMA SPECIFICATION AEG 01. PROVIDE T. EDGES AT LOW PANEL EDGES. HALING SHALL EE '10d AT 6' cc AT PANEL EDGES AND I0' oc AT INTERMEDIATE SUPPORTS. ALLGIIABLE D APHRAM SHEAR.215x0A2.111pMT 3. PLYWOOD SHALL BE LAD W, FAC-E GRAN PERPENDICULAR TO RTS MD END MAIN FLOOR SHEAR WALLS - 5c111 118'1 ..m. �'xozrP _ SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY UPPER FLOOR SHEAR WALLS CITY OF 00IMILA APPROVED NOV 1 5 1990 AS NO I 1111L „ , G C!VTDTOTL Scalp - 1)qc:1 - __02777 'WET STAMPED” CALCULATIONS 1997 UBC cts AU OFTUKWILA g 1 MIT CENTER