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Home My WebLink AboutPermit D2000-121 - THE JUNCTION - LOT 11 - NEW SINGLE FAMILY RESIDENCETHE JUNCTION LOT 11 D2000-121 . • . City of Tukwila 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. Parcel No: 377930 -0110 Address: 5589 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 DEVELOPMENT PERMIT Permit No; Status: Issued: Expires: Occupancy: UBC: Fire Protection: DWELLING 1997 .0 South: .0 East: .0 West: .0 Sewer: TUKWILA Slopes: Streams: OCCUPANT THE JUNCTION -LOT 11 Phone: 5589 S 150 ST, TUKWILA, WA 98188 OWNER TRYON CONCEPTS LLC Phone: 425 - 228 -9750 PO BOX 146, RENTON WA 98057 CONTACT DON TRYON Phone: 425- 255 -6518 14420 SE 84 ST, NEWCASTLE, WA 98059 CONTRACTOR TRYON CONCEPTS LLC Phone: 425 -255 -6518 PO BOX 146, RENTON, WA 98057 ********* * *'k * *•k * *•k ***•k * * * *•k * * *•k *•k *•k * * * *•k *•A *** *** * *•k ***•A* k**• k*• A* 'k*•A•k***•k***•A **•k *'A*•A•A *, Permit Description: CONSTRUCTION OF A NEW 2,715 SQ FT SINGLE FAMILY RESIDENCE, 462 SQ FT ATTACHED GARAGE, 150 SQ FT COVERED DECK AREA AND 170 SO FT UNCOVERED DECK AREA. PUBLIC. WORKS ACTIVITIES INCLUDE: WATER SUPPLY, WATER METER, ACCESS, LAND ALTERING, SANITARY SIDE SEWER AND STORM DRAINAGE. *****************• k*' k***• k** A*****• A• k***• k*****' k**' A*' A**A**• A**k **•A ***•k* *** *k•k•k **•k** * * *A* Construction Valuation: $ 245,776.80 PUBLIC WORKS PERMITS: *(Water Meter Permits Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N No: Flood Control Zone: N Hauling: N Start Time: Land Altering: Y Cut: 107 Landscape Irrigation: N Moving Oversized Load: N Start Time: Sanitary Side Sewer: Y No: Sewer Main Extension: N Private: Storm Drainage: Y Street Use: N Water Main Extension: N Pr ***' A* A*• A**' A*** A**• A**• k' A***• A• k********* *•A* * ** ** *•A*•k•A* *** * * *k *A* *'A A****•A***'A'A * * *•A*•A * * * *k TOTAL DEVELOPMENT PERMIT FEES: $ 3,432.73 Listed Separate) Size(in): .00 End Time: Fill: 107 End Time: N Public: N ivate: N Public: N (206) 431 -3670 D2000 -121 ISSUED 06/12/2000 12/09/2000 Eng. Appr: LJM A * *** * * ** * ** **'A * * * * * * * *•k•k * * ** A A k *** *** ** **•A•A* *,* * *. . * * **'A•A *•A* *•k *k* ** *•k *** A•A'AA* * *•A*'k Permit Center Authorized Signature: vu Date: 10 =LO 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:_ Print. Name:_ ‘ry_ This permit shall become null and void 180 days from the date of issuance, or for a period of 180 days from the last Date: if the 'NO, is not. _'onimenced within if the WOr'h. is suspended or abandoned inspection. ,�, . ..,, .... _ .... .........� Z w re LA JU 0 0 rn o . w= J H CO W w u_Q co o. _ ° w Z= I- 0 Z H w 2 o' U ON o ►- w Il i w Z = 0 ~ Z ti 13. CITY OF TUKWILA Address: 5589 S 150 ST Permit No: D2000 -121 Suite: Tenant: Status: ISSUED Type: DEVPERM Applied: 04/26/2000 Parcel 4: 377930 -0110 Issued: 06/12/2000 . 14 k*• k***************: 4 k * • k k********** k*** k**• k * * * * *•k•kk*•k* *•k * * *k* *•kk * *k* Permit Conditions: 1. No changes will be made to the plans unless approved by the Engineer and the Tukwila .Building ,Division. 2. Engineered truss drawings and calculations shalt) 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. 3. Any exposed insulations backing material shall have a Flame ,Spread Rating of 25 for less, and, material shall bear identi- fication showing t'h fire performance rating thereof. construc . ion" et) be ''done in conformance with approved plans requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 E d i t i o n ) . 5. 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). 6�. Notify the. City. of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection 7. Al °1:. ,wood _..to remain in placed concrete shall be treated wood. 8. Validity of Permit. The issuance of a permit or approval of, plans, specifications', and computations, shall not be con stred to be a. permit for, or an approval of, any violation of any of the provisions of the building code or of any other of the jurisdiction. No permit presunring,to ive authority to violate or cancel the provisions of this ode shall be va l i`d. ?iectri ca.l 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).' 10. There shall be no occupancy of the buildings) until the final inspection has been completed by the Tukwila Building Inspector. 11. All mechanical work shall be under separate permit issued by the City of Tukwila:. 12. 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. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off - site or into existing storm drainage facilities . 14. The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. z w e: I 00 W I w • 0 g D. a = w z � ZO W w U o N 0 I- wW � � U. 3 w z — I 0 z 15. 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 MAINTAIN TEMPORARY EROSION PREVENTION AND SEDIMENT AT LEAST 'MONTHLY. ALL DISTURBED AREAS OF THE SITE SHALL BE PERMANENTLY STABILIZED PRIOR TO FINAL.. CONSTRUCTION. APPROVAL. 16. CLEAN AND REMOVE D,EBRIS.•FROM CITY CATCH: BASIN IN AND AROUND HAULING ROUTES.PRO.VIDE ADEQUATE TEMPORARY.ACCESS AS NOT TO INTERFERE WITH ; OTf4ER VEHICLE MOVEMENT OR CAUSE TRUCKS TO TRAVEL OVER CUR65 ALL VEHICLES : MUST 'MALE COMPLETE STOP PRIOR '1'0 ENTERI PUBLIC RIGHT -OF -WAY 17. CONTRACTOR SHALL NOTIFY PUBLIC; WORKS UTILTIY INSPECTOR M GREG VILLANUEVA @ (206)433 -0179 OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. 18. Hauling over 50 cy shall require application •For. a Haul in Permit Prior : to any associated ~activity. 19..Dri;veways shall comply with City residential standards, Driveway .width shall a 10' minimum. and 20' maximum. ;:Slope `: shall be a maximum of. 159(1. ' Turning radii shall be a minimum of=five feet., 1 z w cc 2 00 y o J = H U) u_ w o g Q . co d w z � zo w ui n o U � o W ..z O z Permit No: D2000 -121 Status: ISSUED Site Address: 5589 S 150 ST Location: WATER METER SUPPLEMENT DEVELOPMENT PERMIT WATER METER A Applied Date: 04/26/2000 Issued Date: 06/12/2000 WATER METER B WATER METER C Water Meter Type: PERM Water Meter Size: .75 .00 .00 Quantity: 1 Work Order No: 5204H Connection Fees: $60.00 $.00 $.00 Install Deposit: $150.00 $.00 $.00 Add'l Install Deposit: $.00 $.00 $.00 Plan Review Fee: $10.00 $.00 $.00 Inspection Fee: $15.00 $.00 $.00 Water Turn On Fee: $25.00 $.00 $.00 Special Assessment: $.00 $.00 $.00 Other Fee: .00 .00 $.00 TOTAL WATER METER FEES: $260.00 PUBLIC WORKS ENGINEER APPROVAL: LJM ce W W � J U� O 0 W LL: ui 0 u. Q • ! F. z ▪ ~. U � O N' =V 0 • ' 0 ~. z Project NamefTenant: V 4 I ( Value of Constructs n: " t� � ..I V KC 4 101!` 4 Site Address: � �-_ City State /Zip: T Tax Parcel Number: Property Owner: R DJ COt� cep j j 4-4..c- 4 415 Zz 8 4 750 Street Address: i. J 13o t e 2u. o ow Loc C4 Sta5 7i: F Fax #: er 25 22 s' 72 3Z Contractor: P • /---e-c-- 4 Phone: Street Address: D n 6 � (46 �� Cit S F Fax #: 4 22 g 72 3Z Architect: / • Phone: Street Address: City State /Zip: F Fax #: Engineer: / 1„ P Phone: Street Address: Description of work to be done: Bo l 4 3 sf Nj Type of work: ® New Single - Family Residence Cl Addition - Single - Family Residence El Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* El Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered El Residential Reroof Is this site served by: El 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: 2-1 /5 sq. ft. Dwelling /50 sq. ft. Covered Deck(s) I sq. ft. Garage /Carport sq. ft. Accessory Structure(s) / 70 sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) a 39 *For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF TUKI — 'LA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 F1 TAFF USE ONLY Project Number: Permit Number: Single - Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT.REQUEST: F.,OR PUBLIC WORKS SITE /CIVIL PLAN: REVIEW; OF THE;FOL'LOWING:: '(Additional re sews shall be`determiried.byahe:Pulilic Works Department)' ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk El Fire Loop /Hydrant (main to vault) #: Size(s): El Flood Control Zone El Hauling ❑ Land Altering: 0 Cut 5c' cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: 21 Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ® Storm Drainage Cl Street Use El Water Main Extension 0 Private 0 Public ® Water Meter /Permanent # Size(s). El Water Meter Temp # Size(s): Est. quantity: gal Schedule: El Miscellaneous End Time: 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 a pll tio 00 Date a�pliclti�e Tres - 00 q eptaken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 ' . Z w tY� 0 0 CO 0 � W — - F- � w w 0 iY< 2 • 0 F- w Z = ZI W w U O O 2 O 1- W I F- FU - - u-O Z W Uu F- 0 Z ' 1! ::BUILDING:OWNER.,OR AUTHORIZED AGENT:: Signature: �� UR DateA „ 66 iU Print name: __,JOJ - t , J P 4 Q A 2 5' 5c 5 Fa )/k — Z SS ?GZ¢ City e te .. e c k g 4 /_ ( 9J d s - g Address: � � S� ©,/ t / _ s4 ALL SINGLE - FAMILY RESIDE IAL PERMIT APPLICATIONS MUST - SUBMITTED WITH THE FOLLOWING: DRAWINGS PREPARED A REGISTERED ARCHITECT OR PI.JFESSIONAL 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 WA 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. ❑ in Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H - 16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. w 7. Parking plan. re 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 0 0 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. u w 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the w shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). Q o 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the w high water mark. g n 1 3. See Public Works Checklist for detailed site plan information required for Public Works Review (Form u H -9). d ❑ Foundation plan and details Z = 71 Floor plan 0 ❑ Roof plan w w ❑ Building elevations (all views) 2 o ❑ Building height o ❑ Building cross - section w w ❑ Structural framing plans and details necessary to completely describe construction H ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available w z at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. F- ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". 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 subnit this permit application and obtain the permit will be 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. SFPERMIT.DOC 2/13/97 o- z ' r.7;1•-:*; !," 4 Per 0 * CITY OF TUKWI *4**444i44.,kkA I.W. W *4*4**.,1** TRANSMIT Nilimber: R3800 Payment Method: CHECK Permit Par.cel Site Addr Total Fees: . 3,456.23 t 23.56 Total ALL Pmt st 3,456.23 Balance: .00 A * * k * * 4 * This Paymen No: 02000 to 3 ess: 5$89 Aecoupt Code Description 660/345.836 • 4 k44.4#*44444**44* DOPIC) Z I 31'33 Amount: Notation: TRYON -121 Type: DEVPE 0-0110 S 1 ST PLAN CHECK - RES . ' • . • , ' " . . • . - . TRANSMIT 23.50 10/31/00 1020 CONCEPTS In it: 1 RM DEVEUIPMENT POMIT Amount 9 3.56 9r.1.2 11./03 9710 TOTAL 1113.52 7 :, r7:1 :! ' 77: : : : " 7r/ �� I. �' �— Z. . ' �� r +° ' \ re Lu 6 D: ..1 ` ' � = �� CO 0' O. - W a W I C � � ' _i 1-. U) ii.„ uma. �'~ ~. .~....... '�CITY OF• [UKNILA, NA — D TRANSMIT * ga �A*�**�+*a*+A+*+A*A++A�****A+*+++a****a**+A+A**+A*A*++**�*+^** ' U� • ^ , D. TRANSMIT Number.:. R9800300 Amount: 2,255.35 06i12/00 12:45 ' a. Payment Method: CHECK Notation: THYDN CONCEPTS Init: HER ` ~� ^ . . ' ��_ Permit No D2000-121 Type: DEVPEkM DEVELOPMENT PERMIT � �� - � Parcel No: 377930'0110 SiteAddrpss: 5599 S 150 ST �� fl _ Total Fees: 3,432.73 . x . �� This Payment 2,255.3� Total ALL Pmts: 3,432.73 =--� ' � . � Ba .0O ` + ILI la +�*+++*�*+��***�a***+ * �+ + +�* a * + � * �* *� * **aaa + + � *** ' �� ou . - i Accnt Code Description Amount ! 1 � -�� 000/ 322,100 BUILDING - RES 1,811.35 000/345;830 PLAN CHECK - UTILITY 20.00 000/345.830 .83O PLAN CHECK - WATER METER 10.00 000/306.904 STATE BUILDING SURCHARGE 4.50 0O0/342.4OO INSP.' FEE - UTILITY 15.00 412/342' 400 INSP FEE - STORM DRAIN 15.00 402/342.400 INSP FEE - SNE/SSS 20.80 401/308.102 WATER CONNECTION 60.00 4 [ 401/386.520 @A|ER INSTALLATION (DEP) 150.00 - 4O1/342.4O� l WATER INSPECTION FEE 15.00 401/343.405 WATER TURN-ON FEE ' 15 �O0O/322.10O LAND ALTERING PERMIT FEE 72.00 000/345 83O LAND. ALTERINB PLAN CHECK 37.5O j• " . ��yr�� *+�+* ' ~* `" ' =_ � 1 0 � _ � z = Project: di/}4e4, T pia of ction: 07 Address: 55F1 y /51) ,t S t. D tl'd: �/ o l Special instructions: Date anted: .3/q(01 p•m. Requester: J)rni Phone: ay& -35S- F97 y INSPECTION NO. INSPECTION RECOk.J Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. X2-01) -121 PERMIT NO. (206)431 -3 COMMENTS: / / / /•sr o 6 1 G, 7 - / =- 7 -- )71,f, Inspector: Corrections required prior to approval. Date: 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: �., :�. •sw.:� � t.• ;a:nt•�ta Nor '4 ' +. _.ry �+.- � �;: � r�> e� � a '• •_ k �:�::�six�,is'Se'.,.:._'^ r..,�.''�:iu y k 5�3...,.`r:.dl._.id � "SLd3,.�•5.1''�.' *�. '��..�i.,t..irs• �C' met ..�J.a:.Y:Tx`'..1S..r.'a�r!�... d. '�'- Z ~ W re 6 U0 . w = W �Q I . I-W Z � W O -, W 0 O D WW I— I L I O W Z U = 0 1— Z Project: <m ZTu rich' �- J Type of Inspection:r ( 1--, rYL Address: '6 ei J S / O Date called: / t J 7 Special instructions: Date wanted: / / �a. J m3 3/ K ( J p.m. Requester m, I. _) / ryr ) Phone: C90 — 1- A- ;555 SL) ,wi Pw .0 L S L A. 55 5 V F 1 3/ fl /n INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes._ fl Corrections required prior to approval. COMMENTS: /g `/L O r /Attu Vtio A4A-41 tVo/ 3/y/of A,,41 6v-Q4-7 Inspector:. Date: 3 /rr • $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: • � %�M ;. �. .� ..,�!� r. t,ti y i ^:.•e:"� f. p � j . �d fit ", o-�, - �k �Uytetltt�tttYa :•�u:i: = }.:"n�c'�"""� "ts-�:. ?2:'„:'. .^ tcL', b".: �!'. �ti� . +� ^ �ad2�ttsr'..:%K.13�.rt� °s ks:�:,�.v.t,r4:,�.;:^ z W cc 00 N 0 W= J I. u_ WO < �W Z = 1— O Z ►-. uj W 0 1- W w H H u o t .. z o � z . ». COMMENTS: Type of Inspection: wa+e me4er Address: 5589 S Iso+h St Date called: ' 0/ Special instructions: . Date wanted: 1 tilffit Requester: Vail ` Te yoh /— q l - 0I 4.o/ Ol - 00/ /id/ ‘,I,Gra a-. t-4 tp. I � S Q C.k , Project: 7'he zurcfioh Type of Inspection: wa+e me4er Address: 5589 S Iso+h St Date called: ' 0/ Special instructions: . Date wanted: 1 tilffit Requester: Vail ` Te yoh Phone: 42s-25s-65-1g INSPECTION RECO t Retain a copy with permit INSPECTION NO. f' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 E Approved per applicable codes. Inspector: Date: i / /o i 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: D2000 -)z( PERMIT NO. (206)431 -3670 Corrections required prior to approval. ;'.� ' z 1 W -J U oo CO O (O W J f �LL W g LL ? : _. ? � > >. so_ =W IL. t tij z U � O F .. z Proj ct: to . l . rction Type of Inspection: Add` _E3 S f 6U 5 Date called: .- 3� t Special instructions:, \fli 1 toe insfet11 1 Date wanted: ' -L(_O 1 p.m. Requester: 0 Tr` ah f ''l25) 26 ` (4511?; ILI INSPECTION NO. pproved per applicable codes. INSPECTION REC Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. COMMENTS: 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: h"itAkk..i`. + 5a �.' •: ` gigot ~`NV,It'G"P :'k,: Projectl-h p s di 01 Tyne of Inspection; , .1 (yir Type toll /V at I- / Ac4r s . 150 14, St. Date,ca edi_ J I Special I 1.454-1:14SP instructions: C V1 - C A M rfrl' - 1 - 412 Date wante : a. . /Z-26 -- °° Requester: f\ Pho • N25)255-(951g "-- INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 / • ..... PERMIT NO. (206)431-3670 Approved per applicable codes. Li Corrections required prior to approval. COMMENTS: lnspectorr Date: $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: AVMs at:44.11443.144:4WAX z i•••• Z LU 00 (0 (3 L CO LL uj 0 I. g < co 3 I- ILI I-- 0 Z U.I uj 0. 0 C -2 ILI uj U.. ro LU Z C.) 0 1- z • /.;.‘ Pro .51 n c h. cm t ( ,ii Ty e of Inspectiop; ,( , }� '11S(�( Addre /(, 5 8�I S. loo Date called) /2 -1 -oo Special instructions: Date wanted: a.m. a -IR-oo (r Requester: i)Cni Phone• �4as .97ss INSPECTION NO. INSPECTION REC Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 pproved per applicable codes. El Corrections required prior to approval. COMMENTS: G O)rC4 ,'P Cam' i 1\ r - 1 4, 1/4)cc`1 tout Inspector: — X C ZTQJkA Date: \0l` \ 8 n $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: i7►�. iie�M • T 'U.` %';Wpb[S+iFait:1: ':5>lR�: .S.�'..r %C+:, =, .`5�7w'w i2:.'e `3' r �f�� hN�F3n:»2:...1a,,.,/lp'�,., r ��,,' r.� ?x • ,.., Z Z W 0 0 co N W W = . CO( W O. 2 tl Q = d . I— W Z� I— O W I -. U CI O -' . 0 I— I u —O .Z UN O Z COMMENTS: / / 7 ' Da 0 o 4/ ,,,, , ,, ) „ 9 ,,____ ,Z , ,,,ii-,,, fr--00,1-, ....... ..., i 1 /P2, ,Q d 12 Yi GIA, e ~// rS i . // 1 7--,, .41. Li / Li th 4 i---at 1,_ i Piz? ) -/ /1 4 larct: P•-P :Vu MC Type of Inspection: WS (Allot' riA ti ririvA/, Ag s. Isos .. 5./. Da 0 o Special instructions: Date wanted: a.m. i2q6 00 p.m. Requester: IN 1.)011 Phone: - (q9,5)2.55-Cosig INSPECTION NO. INSPECTION REC Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 r4 Approved per applicable C Inspector: $47.00 REINSPECTION dE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: kiikzar.c7'±z,ssrawza.adefoHtfhpelori:-..4.4014$144.14. . (206)431-3670 ns required prior to approval. Date/ ... z re 1 6 D -J 0 00 w (3 (O W 111 CO u_ W O 2 g LL. < cn I 1- L11 Z I- Z F— LU 0 1— w w I uj z 11 0 c-9- 1 0 Project: I loll The, �tthc�i'oN I� Type f jnsp1/ /4 / / � J A „ G - � alled: Address: ... /so s-� a called: ate Special instructions: . Date want _�., a , r R ester: d� T hone: �as) ass - 6.57d' INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 INSPECTION REC Retain a copy with permit • • J f D42000- PERMIT NO. (206)431 -3670 El Approved per applicable codes. LE Corrections required prior to approval: COMMENTS: .r 12 eiG7 a 7, c /0 f y z, 7 14...//0 l� .// Date: riz.. $47.00 REINSPECTIOf4 E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 1 �ee}:. fE' Hr y 1 " -fib '�c�'"Talfr":..fh.�►�.i�m;< 1 v., ;t- ..�� St�3. u: r. �e +tza��F�BIziFCti..+lr.�G.d.'I�. �`1"1e��1 Z W IY D 0 cow �LL w g a t» 2� 1- Z �. Z° w 0 — w - - O. ui z 0 O 1- z COMMENTS: / See sG, �� /, 5,, , L,, , •„ `L c,/ . di-7/5 5 2. /7-P it / a 4 .if / Y17 4 ( /D1� � /' , & 7LitJe' --e. 2 /3 /01 � 5 5/,-x,// /�'h ii,. _ r �1. d PJ a / • o ( 7t e 5 ,;.1, 49 ti S' C/ 1�Yi. ji /,P I/y� g7 - 1 1/04/..€ r f r l c't l ! s r'J1rr% I e/4.-5 I/ f Jl CJ .42 v ��, S rtom /iitir � ;---,,,t,ps (ivy_ 9 ski,/ �4-. 5 ci - .0i-z: 573 9) i 4! * h . c 40e r. ,'// r5J'J £i 6 h-q.P /1 v7 .P /7 a r A Project: ` k o nc \ -Ion- Lr�{-- 1 T e of Inspection: r c�o, to J J� Addrss: e e)c 5 /- 5-- n 3 f -- ' 1 a ' �-! -) bn Special instructions: Date wanted: a.m� . -,CO f 00 p.m. Requester: Phone: `--) — 25 (c& INSPECTION RECD 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. Corrections required prior to approval. Date:/ /, _ $47.00 REINSPECTId$EFEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: itiv � ��c :1.�. Y""' nts4�. bit�l: �t' ��"' ..ck,clw+P�1�.i�[4.�l�}d�:�, �'�S]i�.:'�'i�F, tzm1;t�c4yw:9aF;; 3V" ' ° • z W ' . it 2 UO to 0 J I =- N u_ W D 2 N O, W Z° LU Lu 0 ON 0 - WW I- 1 LL O U O ~ z COMMENTS: S Ive,c6 r WG 1' Vic, j ne I. A1Ac'` 2 raO (CS U S LO ' C'0 1 S 1 `^1 Q A}} ra 14' Y14A *PG1 ) 2 - `- t tp - !! . Q G (( \ /cJ ■C\ X k\ l'e l ! v\ co/4 4 1 t\ a t l tiG \ h 01P e Ree0 1 23 l ) poi 1 SAYGpS Yln\ ( .,S!hfq Vav IOU t 2 i �x 77e(o7, 076 -- Project: lu0��1�� LoT' f 1 o jn spect'on: Ii a� d ess 8 �q js� Sr Date ca led: /1 - 1 a s Special instructions: Date wanted: 1/ np e p.m. Ree0 1 P INSPECTION NO. El Approved per applicable codes. INSPECTION REC Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188Z (2 06)43 0A y,,;j• Corrections required prior to approval. Inspector Q - zc 1 Date: _ n 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: ..p ,R y +, e,w r .�,, .. ... ..._� ;r' �..e?'.nt:. ..,,., z.....':. r • t, r.,,�s:. r,.:: 's c, .. � . t'y`.�.�lir:<ct? 5.:.rr�i. �.�: t.e*•.�r:�i�.hr.'a?w.S��r�: t }�.:: !%.:. �'�.4'.c' :.<r :::A � X'.i<s+i "iIn' ,.:.. G.etas.t�:..a.+.' tai".' �.:%' b::�r.':v.��:..:- a3Yr.�:.n".... e,'v`:�u.3Yi Z W • re WD U W =' J F. N LL W gQ (1) = I— W 2 Z H. Z O 2 p U N ' 0 H w L I O Ili Z • HH O Z Project: tt 't spec on Type o n ' Address: .s58i s 1;U 1 Sl, Date called: 11 -i - 06 / Special instruc ions: Date wanted: ,k� '06 d. m. p.m. Requester: Phone: INSPECTION NO. Approved per applicable codes. INSPECTION REC Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 D-200o- 12 I PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: Inspecfo Date: y \ ,OQ n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Z W J O . 0 0. co [3, co w J ca W 0: 2 52 d w Z f- 0 . Z W 0 0 -. O N-' to I-- — 0: Ill Z 2 z 'COMMENTS: Type of Inspection: 5t) A _ ! �tio/ cam/ / ; , : 46.5. , 4t } I; Special instructions: ^t // GPI ., -J fiy/5 /d) i.,,rcaiirel 1 AY&ie -0-0- 555 .�/ .g WJ sS ac�t./!rt C _,,c/) _Sr Phone: Projec,,L .n. Type of Inspection: 5t) 55S Address: - � ,5 .5N. ! ' 5vi fri Date called: Special instructions: ^t // GPI - Date wanted: a.m. p.m. Requester: r : } Phone: S5J INSPECTION NO. INSPECTION RECD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 .'tYt�.y:++r- .a.1<ii:J.'�KN b..•. u:,. Lia. r.., yw.... .+,.5di:.a • Gurii��1�r • Dietio—aA PERMIT NO. (206)431 -3670 Approved per applicable codes. 0 Corrections "required prior to approval. Inspector: ‘J !. Date: a / /o 1 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must ( bbe paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Z ~Z 6 w U CO O W = J F • CD O . Li.' gj I-w Z � w 0 ui o' U • O N_ 0 H w W H o. lil Z 0 1- Z COMMENTS: Type of Insp ion: 0 r"'N fNS t'tt_eYJ eo aF i7' Y .� S -r7c c_ S pecial instructions: , '.� ' I �r / ( /-7 "I lG•✓/t -c - r /G — c--- 1 174 "7/ C - /^'-.' Z O sr 7' 5 ?Iii r c. / .,- e" 6 IC- - Cake F) , --c-- Project: Type of Insp ion: 0 r"'N Ad 3ssk 9 S ," /5 TA g Date called: 5 0 3 S pecial instructions: , '.� ' I �r Date wantedQ / L ! a.m. p.m. R Requester:' I Z , e Phone: ( as , 25-5 arty IV INSPECTION NO. Approved per applicable codes. INSPECTION RECD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Pzao-) PERMIT NO. (206)431 -3670 Corrections required prior to approval. Inspecto G /l Date // y / 2 n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: �i�.:..:... ;lr..,.�. +"y�..:' art, Li.,] Yi :a.G:w..- �::..rs'..,- W..,.1ik. i.'.: d:` i+:,.. r +.,..,.: �w' ex" .'s::;. P oject: : .S r, uc - - ir_n - .L ---tf A Type of Inspection: • Et . c fi.r 1 i r ? s r(1 Inc . Address: ,-,`a S:C S IS G '&1--- ' Date called:'' ri -- t ..— va Special instructions: flT / � � Date wanted: f l el fix Request r: P�hQne: c _ INSPECTION NO. Approved per applicable codes. I INSPECTION REC Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION re 6300 Southcenter Blvd, #100, Tuk ila, Wig .9818 4. ,.. ,,v n rx w >:.q n .6;?m -.. ‘rt. PERMIT NO. (206)431 -3670 Corrections required prior to approval. 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: tUft4tekltifthVggioutiokt.i. Project: w.. 1..." r.\ - C --#1(I - L C„.. \ , Type of Inspection: I t. s`•' c, I CI tl t'\ 1 iX ^ Ir < Ad ress 3 (7. c ') 1'it t^ a" Date called: r-7 - IC 1 C Special instructions: Date wanted: ,_.� � `` p.m. Requester: Phone: 1-4 o 5`> .._ 2—S5 ° fir.. St P INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 INSPECTION REC Retain a copy with permit 1)2obb -. I21 PERMIT NO. (206)431 -3670 J Approved per applicable codes. E Corrections required prior to approval. COMMENTS: $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: ��Q/�ki��:b�i�f1: Vet[ J �t. �r��?' �i��.- r�' Kia`: n�Yo4` nt¢? "�':i4:%.a!'tiu�"�twr�++.t'•�5? ::,';� 4i� ' �1Gy «.i:.�r� .i.,�T.i.'��lL� ' Z re O 0 rn o. • ILJ J N W W O L a = • W z � I— O Z 00 O =r CI W tu '. I I— � . ▪ O Iii Z w w 0 H O Z Proj /i! i toto 17 . 24 2.4 fl TYP f In � pec � /dt�l /M, /� C A s • 8 S . /5vi`6 Sf D t�ed: �` /oo Special instructions: Date wanted: p.m Requester: /-, Phone: ,5,2,06,-.55_ `7 INSPECTION RECD Retain a copy with permit • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION NO. PER IT NO. (20.)431 -367 '‘proved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: l ( i rtr Date: go, -1- 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: ^ t ice .04, FY;s"a tp } 4 4 G Xi' • �4+ii�ti`�:Y�Irt� '3�`'„• ', . • Z 1.1 U WI N LL W O: J u- ?: co = W H Z '— 1— 0 Z I— ll! D o. O N o 1- WW IL O .. rn. H O Z Proj `� �,'._ , �' Type of Inspection: r L. 4 Address: Date called: 9/2.2/00 Date wanted: (, V a.m. p.m. Special instructions: Lor 11 Requester: Phone: 3 INSPECTION NO. INSPECTION RECD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 a pproved per applicable codes. 0 Corrections required prior to approval. C(1iMt ENTS: qi.z/a) —o C e i c1C vc fUdi;16 ot 12 s4Q Inspector: Gt I i Date: ( yz j c. n $47.00.RERCISPECTION FEE REQUIRED. Prior to inspection, fee must be paid at Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: r.- i" s�;' k! a , �„�� .3 .:,..5"':::Q'Y�7 • . ^ zz + �w �r t�" .:�i_:. wa ..`ki;i+.c•:er`.Y�+ Flat- f�... t�l�Nk %�!71.3.iF.:.alu{`a2S:: Project: . , 3 kirc_± tar - L. DA-- ( Type of Inspection: FL Co( kti ri .Fak - t\IVLS Address: ' q b• S 1 S U Si DAte called: Special instructions: e ‘ 5 r('€ 4e r norN _ Date wanted: E - Ot-i - CO a.m. Requester: r\ Phone: INSPECTION NO. INSPECTION RE Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 ' • • . D2CC - 12 ) PERMIT NO. (206)431-3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: • Date n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: •> " z z W 00 co 0 CO WI CO u. LU ° ?" g D a Z 0 Z 2 0 CI w 0 — 0 w I 0 U. 5 z Lo2 p co- Proj _ d Type of Inec ion: sp i =ce ; ,4) S A� ep., Addr�e /,/f-044-- Date called: Special instructions: Date wanted: 7 -5 -- _ ... Requester: Phone: i4-5----,1--2-3.6 INSPECTION NO. INSPECTION REC Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT PERMIT NO. (206)431 -3670 Approved per applicable codes. ig Corrections required prior to approval. COMMENTS: .� can h Q� _ s. - 4 I� 4 . �.c., Meer? //I Date: $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: ».i:�:icsc5ct�:w:ii�+si�:x - °` + T..:. w. . i:..,. a...: J.: i. �pix.• �: 4^. dc.....:' a..:.' iait..... :�i".v:'»:'.�, ^'G"'t , _ r.'i.�. ;i�;..:�:s.tsta: nl P.Qject: --A Or∎c -h cr1 -i& - 1 I T e of Inspection: - C`.a..N�C)Ce.A"i�rl O Address: 5539 S I S C St Date calle — 7 — - . 5 — 0 u Special instructions: Date wanted: "1--7s ` O L a.m. p.m. , Re u ster: 47 :5_ ...... qc).2..... g INSPECTION NO. INSPECTION RECD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 D(4A- PERMIT NO. (206)431 -3670 n Approved per applicable codes. 14 Corrections required prior to approval. COMMENTS: Date: $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: ... Pr`n " Type of Inspection: Address: 3577 Z 4 Loris Date called: / �U� Special instructions: Date wanted: a.m. * ea p.m. Requester: Phone: INSPECTION RE Retain a copy with permit INSPECTION NO. CITY OF BUILDING DIVISION 6300 Southcenter Blvd, #100,.Tukwila, WA 98188 kV PERMIT NO. (206)431 -3670 Approved per applicable codes. j Corrections required prior to approval. COMMENTS: 46 76a 6-c 9LiOi•'" 41-\ a t-QI U� � / 77g-cc arrest.v GS..eek S Iv r .ork. // Inspector: � V Date: co. n $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: : x'!!:<.? i�., �: �. �/; �:. • ti.1t%:�::�i?:..�!m3+�ici,��yc ar �` Y'. T 2,' - i` t%".# �.; �w. �t5�nY ,fv'.'�;GcL^'.�.i.�sttia'��i.`sx � " "�ix�t..�i�aCaw` ..6i.Si1��.. Kappler Architects VERSION 07.7 INCLUDES 3 STORY Lateral Analysis for: TRYON CONCEPTS PLAN #2715 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. 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 Job No. Date 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 9905210_Tryon Plan #2715_1997 -7 Lateral analysis worlr5320 99052 -10 6123199 SPM Long Wall X804. +; ,1: iY!"Q rtl!M Y1 i "1Y ;•fir( =': t ;,trw11 s7 c •i�� 1 -fi no.. r ival V's9' 1o .P .i .fit.. FT FT FT NOT VALID UNLESS "WET STAMPED" "B" Default 80 MPH Default 3 Default (sd) Default (table 16 Q) 0 PSF Default Short Wall /12 SF 12 PSF Default pF 15 PSF Default G0' 10 PSF Default 8 PSF Default Lower 4' not included Lower 4' not included 11/23/99 PAGE 1 z � re W QQ � J U UO 0 WI H SQ W WO 2 g Q . z d . F. W Z � F- 0 Z F— LU uj 2 p U 0 — C3 I— WW O 11 Z U= P. z WALL HEIGHT Ce Cq qs Iw 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 As))) VALUE USED where: As Ground floor area of structure As r max = Max element - story shear ratio square root r max = r i / story shear r i = element story shear x 10 / I• element shear lw (LENGTH) P= DESIGN CRITERIA FOR WIND ANALISYS WIND PER SECTION 1618 DESIGN PRESSURE: P = (Ce) (Cq) (qs) (1w) where: Ce = Exposure factor Cq = qs = Iw = VALUE USED Ce = Cq = qs = Iw = r max = -4.63 I Method Factor Wind Stagnation Pressure Importance Factor .131;. 1 r = therefore use WIND EQUALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (1w) I ''1 #3:49 `?f 7 ;.> I 82:5 a I •r I story shear I 1396 1 16133 O M N I P= EXPOSURE 0.62 Default for B exposure METHOD 2 1.3 Default for normal force method WIND SPEED 16.4 Default for 80 MPH KAPPLER ARCHITECTS BELLEVUE, WA 9905210_Tryon Plan #2715_1997-7 Lateral analysis workcas.6144I46320 Min= 1.0 Max =1.5 WIND FORCE TRIB.HEIGTH PSF P(ROOF) 14.3 !fa 71 ! P(FLOOR) 9.25 0. 3.22 P(LOWER FL 9.5f\:13,22w'p' P(GARAGE) 0 ,- '13 r . 1217 35 13961 0.09 P /LF 232 122 126 SF # FT # FT # FT # FT 11/23/99 PAGE 2 ROOF 12 50 33 19800 ADDITIONAL LOAD 0 50 33 0 S / S EX. WALLS 10 100 8 8000 F / B EX. WALLS 10 66 8 5280 INTER. WALLS 8 83 8 5312 FLOOR 15 50 33 24750 S / S EX. WALLS 10 100 8.5 8500 F / B EX. WALLS 10 66 8.5 5610 INTER. WALLS 8 83 8.5 5644 TOTAL UPPER FLOOR WEIGHT ON MAIN SHEAR WALLS 44504 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 BUILDING LOADING DEAD LOADS VALUE USED Z= R= Ca = Rw= Rw= 49635:5ZUM 0.36 8 6 TOTAL ROOF WEIGHT BASE SHEAR BASE SHEAR: Vb= (3.0xCa /R)W STORY SHEAR 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSF LONG WALL ISHORT WAL I WEIGHT TOTAL WEIGHT W= KAPPLER ARCHITECTS BELLEVUE, WA 9905210_Tryon Plan #2715_1997 -7 Lateral analysis work15320 38392 # FLOOR S / S EX. WALLS F / B EX. WALLS INTER. WALLS 15 10 10 8 50 100 66 83 33 8.5 8.5 8.5 TOTAL MAIN FLOOR WEIGHT ON LOWER SHEAR WALLS -• 12375 8500 5610 - 5644 32129 1150251 "iQ IIRNO BASE SHEAR: Vb= 0.1964 115025 22587 WORKING STRESS WOOD DESIGN 1.4 ' 16133 I# GIN ° 6 40% cfif 0 .0% 11/23/99 PAGE 3 .,.«•„ Z Z U4C) 00 N O CO Lu J � W W O � CO =a F W Z � I-- O Z I-- LL/ W U O N O W LU U - _ t ii Z . — I Z 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 UPPER FLOOR MAIN FLOOR LOWER FLOOR :SEISMIC`GOVERt SEI GOVERNS'` S EISMIC G @ 279 @ 489 @ 644 # FT # FT # FT ROOF DIAPHRAM CHECK TOP CHORD M= T =C= 2 -2X4 2 -2X6 16d SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB 10.5 16.5 ry. 279 210 155 0 # FT # FT # FT # FT 550 1.33 MIN BOLT SPACING 790 1.33 MIN BOLT SPACING 960360.464 SEISMIC FORCE #FT 72353.25 2192.522727 ALOW. Ft= 731.501 # /BOLT ;6e` 'aT 3 ! FT O.C. #/BOLT .lorig#0:501FT O.C. 1050.71 KAPPLER ARCHITECTS BELLEVUE, WA 9905210_Tryon Plan #2715_1997 -7 Lateral analysis work 1$320 21261 F (ROOF) F (FLOOR) P(LOWER) P(GARAGE) P(ROOF) P(FLOOR) P(LOWER) P(GARAGE) 525 1.33 143.64 # /NAIL 15.26 NAILS WIND FORCE 1.33 279 210 155 232 122 126 0 698.251 # FT # FT # FT # FT # FT # FT # FT # FT 11/23/99 PAGE 4 Z W 0: 00 N O. W J H W O d W Z � H O . Z I_ 1.1J uj 0 O� CI I— W W , I H, U - I - 0 W Z U = . O 1- z I 9 3 4 4 3 180 Magni Mo= 4309.60 5746.13 5746.13 4309.60 0 WaII(DL) 240 320 320 240 0 Roof(DL) 1224 1836 1836 1224 #N /A Mr= 1464.00 2874.67 2874.67 1464.00 #N /A _ T =C 948.53 717.87 717.87 948.53 MIN PLATE NAILING N REQUIRED CS16 -30 NA NA CS16 -30 10 INC O.C. I #WA - 0 .0 0 0 #N /A WNW MIN PLATE NAILING #N /A INC O.C. Mo= WaII(DL) Roof (DL) Mr= T =C N REQUIRED #N /A #N /A #N /A #N /A 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 15.5 19.5 -_ 6.5 4.5 0 114 lam) Mo= 17715.66 5905.22 4088.23 0.00 360 WaII(DL) 1560 520 360 0 0 Roof (DL) 0 0 0 0 571.66 Mr= 10140.00 1126.67 540.00 0.00 NA T =C 388.50 735.16 788.50 #DIV /01 MIN PLATE NAILING N REQUIRED NA NA NA #DIV /0! 15 INC O.C. I 6.5 4.5 5.5 4.5 6.5 86 Igliatalifill - MIN PLATE NAILING 20 INC O.C. Mo= Wall(DL) Roof (DL) Mr= T =C N REQUIRED 3112.49 3804.15 3112.49 4495.81 360 440 360 520 0 0 0 0 540.00 806.67 _ 540.00 1126.67 571.66 545.00 571.66 518.33 NA NA NA NA SHEAR WALLS RIGHT TO LEFT UPPER FLOOR TRIB.LENGT Load 279 Ht. 8 t- z O cc 2/3DL UPPER FLOOR TRIB.LENGT Load 279 Ht. 8 cc ct REACTION HOLDDOW 2/3DL REACTION HOLDDOW UPPER FLOOR TRIB.LENGT Load 223 Ht. 8 2/3DL REACTION HOLDDOW UPPER FLOOR TRIB.LENGT Load 279 Ht. 8 2/3DL REACTION HOLDDOW a a a a WALL SEGMENTS b c b b c c d d d SHEAR V WALL TYPE b c KAPPLER ARCHITECTS BELLEVUE, WA 9905210 Tryon Plan #2715_1997 -7 Lateral analysis wort l 320 d 11/23/99 PAGE 5 2.5 10.5 7.5 0 2384.49 10014.85 7153.46 0.00 200 840 600 0 90 375 270 0 241.67 4252.50 2175.00 0.00 857.13 548.79 663.79 #DIV /01 CS16 -30 _ NA NA #DIV /01 9.5 6.5 3.5 0 16601.97 11359.24 6116.52 0.00 760 520 280 0 0 0 0 0 2406.67 1126.67 326.67 0.00 1494.24 1574.24 1654.24 #DIV /01 CS16 -30 CS16 -30 CS16 -30 _ #DIV /01 16.25 10.5 10.5 0 0 216 Mo= WaII(DL) Roof (DL) Mr= T =C N REQUIRED 18156.17 18156.17 0.00 0.00 MIN PLATE NAILING 8 INC O.C. 840 840 0 0 0 0 0 0 2940.00 2940.00 0.00 0.00 1449.16 1449.16 #DIV /0! #DIV /0! CS16 -30 CS16 -30 #DIV /0! #DIV /01 1 9.75 10 10 0 0 136 mnejlegm Mo= WaII(DL) Roof (DL) Mr= T =C N REQUIRED 10893.70 10893.70 0.00 0.00 MIN PLATE NAILING 13IN0O.C. 800 800 0 0 0 0 0 0 2666.67 2666.67 0.00 0.00 822.70 822.70 #DIV /0! #DIV /0! -. CS16 -30 CS16 -30 #DIV /0! #DIV /0! FRONT TO BACK UPPER FLOOR TRIB.LENGT Load 2791 8.75 Ht. 8 Mo= WaII(DL) o Roof (DL) 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED UPPER FLOOR TRIB.LENGT Load 2791 15.25 Ht. 8 Mo= WaII(DL) 1- 0 Roof (DL) w 2/3DL Mr= v REACTION T =C HOLDDOWN REQUIRED UPPER FLOOR TRIB.LENGT Load 279 Ht. 8 • J 2/3DL ✓ REACTION HOLDDOW UPPER FLOOR Load 279 Ht. 8 w 2/3DL REACTION HOLDDOW . TRIB.LENGT a a a KAPPLER ARCHITECTS BELLEVUE, WA 9905210 Tryon Plan #2715_1997-7 Lateral analysis worktb3a6t4415320 WALL SEGMENTS b c b b b C •c C d d d d SHEAR V WALL TYPE MIN PLATE NAILING 14 INC O.C. MIN PLATE NAILING 8 INC O.C. 11/23/99 PAGE 6 Z wW 6 00 J W • O D. 0 H W Z Z0 W W . U D ON . 0 I- W W I- u. O .. Z W 0 Z I 2.5 3 3.5 3.5 3 94� Mo= 2397.44 2797.02 2797.02 2397.44 MIN PLATE NAILING 5 INC O.C. WaII(DL) 510 595 595 510 672 Floor,Roof(DL 864 720 720 850 0.00 Mr= 1374.00 1534.17 1534.17 1360.00 MIN PLATE NAILING T =C 341.15 360.81 360.81 345.81 18 INC O.C. N REQUIRED NA NA NA NA I 13 9 5 5 0 335 Mo= Wall(DL) Floor,Roof(DL Mr-. T =C N REQUIRED 25589.54 14216.41 14216.41 0.00 MIN PLATE NAILING 5 INC O.C. 1530 850 850 0 840 672 504 0 7110.00 2536.67 2256.67 0.00 2053.28 2335.95 2391.95 #DIV /0! 2- CS16 -30 2- CS16 -30 2- CS16 -30 _ #DIV /0! 6.5 2.75 2.5 2.75 19.5 116 1R,1 it Mo= 2701.12 2455.56 2701.12 19153.38 WaII(DL) 467.5 425 467.5 3315 Floor,Roof(DL 1176 1008 1260 0 Mr= 1506.54 1194.17 1583.54 21547.50 MIN PLATE NAILING T =C 434.39 504.56 406.39 - 122.78 15 INC O.C. N REQUIRED NA NA NA = NA RIGHT TO LEFT MAIN FLOOR TRIB.LENGT Load 489 Ht. 8.5 H z 0 u. 2/3DL REACTION HOLDDOW MAIN FLOOR Load Ht. TRIB.LENGT 391 8.5 Mo= WaII(DL) Floor,Roof(DL 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED MAIN FLOOR Load 489 Ht. 8.5 ce rt 0 MAIN FLOOR TRIB.LENGT Load 489 Ht. 8.5 2/3DL REACTION HOLDDOW 2/3DL REACTION HOLDDOW a a a WALL SEGMENTS b c b c See beam calculations for added overturning load TRIB.LENGT a b c b c KAPPLER ARCHITECTS BELLEVUE, WA 9905210 Tryon Plan #2715_1997 -7 Lateral analysis workigt9434416320 d d SHEAR V WALL TYPE 9 2 14960.04 340 0 226.67 7366.69 STHD 14 2 14960.04 340 0 226.67 7366.69 STHD 14 0 0.00 0 0.00 #DIV /0! #DIV /0! 0 0.00 0 0 0.00 #DIV /0! #DIV /0! 880 LRP AT GARAGE WING WALLS - MEETS APA TEST LOADS MIN PLATE NAILING 2 INC O.C. d 11/23/99 PAGE 7 � , w re 2 U W J = F - WO I I 'O D O = U L I O lll U 1. O Z • 12 3 12.5 4 0 301l Mo= WaII(DL) Floor,Roof(DL Mr= T =C N REQUIRED 767t.82 31965.90 10229.09 0.00 MIN PLATE NAILING 6 INC O.C. 255 1062.5 340 0 108 450 144 0 363.00 6302.08 645.33 0.00 2436.27 2053.11 2395.94 #DIV /01 STHD 14 RJ _ STHD 14 RJ STHD 14 RJ #DIV /0! 10 5.5 4 2.5 5 288 Mo= WaII(DL) Floor,Roof(DL Mr= T =C N REQUIRED 13444.48 9777.80 6111.13 12222.26 MIN PLATE NAILING 6 INC O.C. 935 680 425 850 0 0 0 0 1714.17 906.67 354.17 1416.67 2132.78 2217.78 2302.78 2161.12 2- CS16 -30 2- CS16 -30 2- CS16 -30 2- CS16 -30 I 16.25 12 5 12 0 274 Mo= Wall(DL) Floor,Roof(DL Mr= T =C N REQUIRED 27942.60 11642.75 27942.60 0.00 MIN PLATE NAILING 6 INC O.C. 2040 850 2040 0 432 0 432 0 9888.00 1416.67 9888.00 0.00 1504.55 2045.22 1504.55 #DIV /01 STHD 14 RJ STHD 14 RJ STHD 14 RJ #DIV /0! 9.75 6 15 0 0 227Jp1$.l MIN PLATE NAILING 8 INC O.C. Mo= WaII(DL) Floor,Roof(DL Mr= T =C N REQUIRED 11576.22 28940.55 0.00 0.00 1020 2550 0 0 216 540 0 0 2472.00 15450.00 0.00 0.00 1517.37 899.37 #DIV /01 #DIV /0! STHD 14 STHD 14 #DIV /0! #DIV /01 FRONT TO BACK MAIN FLOOR TRIB.LENGT Load 489 Ht 8.5 2/3DL REACTION HOLDDOW MAIN FLOOR Load 489 Ht. 8.5 th t- Ur w 2/3DL v REACTION HOLDDOW MAIN FLOOR TRIB.LENGT Load 489 Ht. 8.5 J 2/ v REACTION HOLDDOW MAIN FLOOR TRIB.LENGT Load 489 Ht. 8.5 w J 2/3DL REACTION HOLDDOW TRIB.LENGT a a a WALL SEGMENTS b c b b b C c C KAPPLER ARCHITECTS BELLEVUE, WA 9905210 Tryon Plan #2715_1997 -7 Lateral analysis work 145320 d d d d SHEAR V WALL TYPE 11/23/99 PAGE 8 Z Z ~ W. tY 2 0 co cu WW W O I L O N. 0 I-. W W. I- H IL- O S2 O � Z #N/A 0 0 0 0 #NIA Mo= Wail(DL) Floor,Roof(DL Mr= T =C N REQUIRED #N /A " #N /A #NIA #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 0 0 0 0 #N /A #N /A #N /A #N /A 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 1 13 8 8 20 0 233 Mo= Wall(DL) Floor,Roof(DL Mr= T =C N REQUIRED 17681.66 17681.66 44204.16 0.00 _ MIN PLATE NAILING 0 INC O.C. 1520 1520 3800 0 1536 1536 0 0 8149.33 8149.33 25333.33 0.00 1191.54 1191.54 943.54 #DIV /01 HTT 22 HTT 22 ON CONC WALL #DIV /0I I 6.5 4 3 2.5 2.5 34 9iiReignikti Mo= 13261.25 9945.94 8288.28 8288.28 Wall(DL) 760 570 475 475 Floor,Roof(DL 2016 2016 1620 1620 Mr= 3701.33 2586.00 1745.83 1745.83 MIN PLATE NAILING T =C 2389.98 2453.31 2616.98 2616.98 0 INC O.C. N REQUIRED STHD 14 STHD 14 STHD 14 STHD 14 RIGHT TO LEFT LOWER FLOOR TRIB.LENGT Load 644 Ht. 9.5 I- z 0 cc uu_ 2/3DL LOWER FLOOR TRIB.LENGT Load 6441 #WA Ht. 9.5 REACTION HOLDDOW Mo= WaII(DL) Floor,Roof(DL 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED LOWER FLOOR TRIB.LENGT Load 644 Ht. 9.5 cc 0 2/3DL REACTION HOLDDOW LOWER FLOOR Load 644 Ht. 9.5 2/3DL REACTION HOLDDOW TRIB.LENGT a a a a WALL SEGMENTS b c b b b C c c KAPPLER ARCHITECTS BELLEVUE, WA 9905210_Tryon Plan #2715_1997 -7 Lateral analysis worligtea43411f5320 d d d d SHEAR V WALL TYPE MIN PLATE NAILING #NIA INC O.C. 11/23/99 PAGE 9 __ " z _ E- ~W aa � J U 0 co • w J � 0) u_ WO Q _° W . Z H O Z uj O ( g- 111 0H '0 - r u' O. ..z U= O~ z 12 31 0 0 0 249W7 MIN PLATE NAILING 0 INC O.C. Mo= Wall(DL) Floor,Roof(DL Mr= T =C N REQUIRED 73446.92 0.00 0.00 0.00 2945 0 0 0 0 0 0 0 30431.67 0.00 0.00 0.00 1387.59 #DIV /0! #DIV /0! #DIV /0! AT CRIPPLE WALL HTT 22 10 9 7 3 0 3391_6111M1111 MIN PLATE NAILING 0 INC O.C. Mo= WaII(DL) Floor,Roof(DL Mr= T =C N REQUIRED 28992.20 22549.49 9664.07 0.00 1710 1330 570 0 0 0 0 0 5130.00 3103.33 570.00 0.00 2651.36 2778.02 3031.36 #DIV /0! HTT 22 HTT 22 HTT 22 #DIV /0! 16.25 33 0 0 0 317 11 Mo= Wall(DL) Floor,Roof(DL Mr= T =C N REQUIRED 99459.36 0.00 0.00 0.00 MIN PLATE NAILING 0 INC O.C. 6270 0 0 0 0 0 0 0 68970.00 0.00 0.00 0.00 923.92 #DIV /0! #DIV /01 #DIV /0! ON CONCRETE WALL 1 #N /A 0 0 0 0 #N /A IMINAUSW011 MIN PLATE NAILING #N /A INC O.C. - Mo= Wall(DL) Floor,Roof(DL Mr= T =C N REQUIRED #N /A #N /A #N /A #N /A 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 FRONT TO BACK LOWER FLOOR TRIB.LENGT Load 644 Ht. 9.5 I- . I 0 E2 2/3DL REACTION HOLDDOW MAIN FLOOR TRIB.LENGT Load 644 Ht. 9.5 th w= F- - w 2/3DL ✓ REACTION HOLDDOW MAIN FLOOR Load 644 Ht. 9.5 th Lu Z J 2/3DL ✓ REACTION HOLDDOW MAIN FLOOR TRIB.LENGT Load 644 Ht. 9.5 w J 2 /3DL REACTION HOLDDOW TRIB.LENGT a a a a WALL SEGMENTS b C b b b C d d C C KAPPLER ARCHITECTS BELLEVUE, WA 9905210_Tryon Plan #2715_1997 -7 Lateral analysis worl41320 d SHEAR V WALL TYPE d 11/23/99 PAGE 10 FOUNDATION SHEAR WALLS wr w•.r.r J • 0 pQ c ue 0 1/40 FOUNDATION SHEAR WALLS fur w•.r.r P1- J GM OF MOO . 11114 0 7 2000 kS OTED Tins LNG : IF s.sh_ T B ELEV. B I l i z Q W U O N o cn w N L' w 0 u_ a co d z i-0 Z ,- uj w n o. 0 N .. o F- LU w - w O ~ z E (5) 2 " r- m n m E > F o o cr, ffi 1=- CP 7a M1KAA19919915210915221 11•23-1999 0832:12 Sheet LL Workstattort MattM r. 111morin reari 110111111111111111110 ft 1 11•111M111 MEM om =emu 111111111141111 room 1111;3111=M1111 11111111MIIMIII 11EMM21,2! Taileri:MINCIMIP1111 811111=41111 m r4.-- ,14/WMIIMEr rei r -- RIVAAMM,21; " liWar IIUMPAIN M NIL 111111=1161/111111111. 11 1 111111111111111MW r L L J ELEV. B I JOB 141: 16422 Kappler Architects, P.S. 14311 SE 16th ST. ( 425)64. Washington 98007 (425) 641-5320 Fax (425) 641 -5318 TRYON CONCEPTS Dote By Deaapfim ' " """' LI PLAN 2715 BERGSTROM LOT X11 T}6 MO B © COPrro -TED AND B fl E E%CU15NE PROPERTY OF THE SECT r 0 r 0 0 7d �D TR N o v r � m N A L 1 1 ili'Vill ii 1 �; ,1 o!i lid I 1 611: ,.111;Z it III:,EME _ -1 UOIIIIIMIBIIM imiiiir rye i t11.1alii: 11111111KMP Fca�� i�i'IllM 11111/411M 1 IMF iii rearil IfI ; ?IVA' AL - ran. III �� i � MIL 4) LA 1� 1 aid i 1 ,r • i ca I !i111 11 Al „.„.1 '''' CD • � NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. i ( 7113111115T - EMIT 111111=— F4 I MEIN PAM SI I 11E1 [•• . 4 : II -A — 1117FAI 104111-ArAISA5 Airrep4111;•%' 1EMI stalWiffr_. ' 1111[KIA ! mmirmilILMOIrit.9 1113111111111e1 rIlmr, mu 14 Hi 1 1 1 .=1 IMIL211=111.11M i.1 i i I 1111M11 Mr11111 ~Elm Vglletiv lolelsmioM JJ eauS OZZE90 NAL IZZS166\ZS166■66WV>aNi CO 4 t ... 4 1■0=1=1 1.OB Pa 3 7 WW1 1 WWII 4 Kapp ler Architects, P.S. 14311 SE 16th ST. Bellevue, Washington 98007 (425) 641-5320 * Fax (425) 641-5318 — TRYON CONCEPT'S Date By MINI rt.rt rum ar PLAN # 2715 BERGSTROM LOT #11 z ThIS DFMNING 6 C.) CCMGHTED AND 6 THE EXCII6VE PROPERTY OF 'WE AFORECT ori 0 0 L NE.01.0. 1 MII IMF Ii 1 MI on IMil I : i muli_____Voirrigsgr WWI 11 I 1 II I -- Mil ' i allF1111[ 1 iLtsi1110/NNT,IN i '(--=-iii mot min lid i II 'iimiJII` E LI tb-"All1111111151 .1 I ; P 112E1011011La1 ms 4i 4W021111W - AANIMIIIII i ii■al ;a - 11 Iiii. 4 4 riair AAR il gira Witai /WW1. czn °NM r al" ItiMiiri I I 1 w., Iliwk • ,,,, r" n I jI a l imiimia MEE Immilm NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. la111111L. UPPER FLOOR SHEAR WALLS • ., p i 1—r i Kappler Architects, P.S. 14311 SE 16th ST. (4 Bellevue, Washington 98007 (425) 5) 641-5320 6415320 Fax (425) 641-5318 ..a 1 1 Date By Desapoon "' " i D 3 ! 9 ell I a - k G iiiLi 1•14, * M til r it � I 1 1 r pp' , i D 3: — I ELEV. B I Kappler Architects, P.S. 14311 SE 16th ST. (4 Bellevue, Washington 98007 (425) 5) 641-5320 6415320 Fax (425) 641-5318 TRYON CONCEPTS Date By Desapoon "' " i, rL1 PLAN 2715 BERGSTROM LOT #11 71-IS OPAWING S © COPYPoGHTED MD B T►E EXCLUSIVE PROPERTY OF 71-E ARC4TECT L NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. J = 1 J LOWER SHEAR WALLS I 1 h msCtl LJi L© �f➢iTii. rik 4114 mew 11111111111111111 FOUNDATION SHEAR WALLS .Ay. w.t. J SYMBOLS & LEGEND FONT LOAD r1•01 ABOVE PORT LOAD P•01 ADOVE W LOADNO • PONT LOAD TIIAMOPER•0 DOW PONT LOAD TRAP•PEMO COJI IW LOADNO MAMOER POW LOAD T*AMMIAMD BT ICOKER fr MOLD DOW UTM 5112 DES 4ATIw VERTICAL IMP VIII V7! DEACIIATIOI to se IDED w ILOOR loam u - ° • — .role tort AL sTRAP uTM MI! DEBONATIO1 O IGGAT!S BUM CAL.OLATIOl utM IOC.= WIDER pOENT ? WEAN WALL TYK 0 WEAR HALL 7� WLL Aa04 1WW1EW WW. 00.04 sp IKON OTK14YSE NOTED. DtrCERN NO CA OLATIOR ARE MOT .'R'TnDED N 1nESE DU■•.& .u.Ir CK2KEp SEE CALOLA?OR POR DO M MENA raw 0 t ALL 51EAAIA4LL$ SON DI St ROOT PLAN IM rOR WILLS w TTLAT LEVEL. CTYP1CALLY DON 51440ED1 7. ANOAORAOt IS POR SNEAMA LE(PAMEL5) ONLY. UAEIEE PORTIONS OP SL .LS ARE NOT DESGNAI!D AS HEAR PANELS, NAILS MAY BE SPACED • 1►' OLMRU P'ER TABLE 334-0. S. WERE PORTICHS OP S441LS AIEE NOT DESIUTATED M DEAR PANELS TL1EN SMEAR DETAILS DO NOT APTLY. FOLLOW MIL UR REOPREMENTS. A. PROVIDE TWO STUDS AT ALL MOLD DOW LOCATIONS. S. SEE PSM4PACTUERS RE0IETENTS NO CVO-SPQR EACJI TTTE N0.00)1 STRAP. NO COAECT01 FOR MNPB1 II•TLJATIOL •. ALL PLISOCO OR GWSM SE/Ey),LS 51444.4. SE APPLIED 10117041LLY OR VERTICALLY 01 SUDS mG5S SILL BE STAGGERED AT MITER 0 IIRDS 10 MOO® PER SOEDULL DO 101 OJE1mRV! NALS NEO SEARING • STAPLES OR SCREW me POT MI ACCEPTABLE L TERUTW! TO NAILS POOR DESIGNATED SHEAR WALL PANELS UNLESS P1UtE.APP ROVED BY TIE BWILONO OrPIGAL R OOF E R.QO 8 . 1 U a r. t 1470 SEATING TAI' OSB APA RATED SEATIRIi DAML LAY IF W MIMI N' CLEM BE15ED4 PAWLS TO L4.0• FOR DaaiDot NALKA SWILL SE Sd AT ►' a AT PAPE . EDGES NO TP cc At MER4DIAIE IMPORTS PROADE EDGE 0.10. N' OG • ALL 11PPORTE17 EDGE& LL0•112 DUMANI DEAR.IWPWIN.lOp.T 7.0.001 BEAflNG LA' CDR 14 APA RATED PLI11000 NAILED NO WAIED ADIE*VE SWLLL COF01171 TO APA EPECPCA110T APO AIL PltlPV€ TO EDGES AT LOG PAM. EDGES. M EM SMALL SE rd AT ►' ee AT PIE. EDGES MO W ee AT MEREDIATE IMPORTS. u4...IA..E DUPLRAM DEAM.3SIi4D.rTTpN 1 PLYSLYD SMALL BE LAD W PACE GRAN PBS'B0KUJR TO SUTOR1S AMD DO i MAIN FLOOR SHEAR WALLS W SHEAR NOTES A 41 _ 11 _ t.:4. 41 �1 V �ESE1�� ' _ - .. IL — �: w.w. ill''.mmgmalimm' 7111 .�IiC A�� ! ' 11111111 irii �z.._ I .11tu1 _ .L1II�..1 i __ . I �N n ' M W ��J/, t I. sos;��rp/Iii IZ ■ z ■i�r miiiii 4LES► OM1ET•NE /G UPPE] SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAI /ADZ API SHEARWALL St,_AEDULE i it al p g g leg/ R1A ep4 RIR 5r2 1 ;1 JM ,161 v • aro, a11101717.. G1.T IN CAB DE SOT 01.4 OR 51I' age OE 5Q 63.1 N' CAe1Wson G).5 Q !A' US TEp 5055 I PI4A 210 M•6 P1.4 VW 0511 P.r 0E 505 ••)4E- -WE 54 ETUDE •/TEL EDGES 5 3 3 M4 -4-116E 74 ETUDE 16' MB TAO 50E5 P2-4 STAGGER SEATII .505 OM Site • PANEL E2et5 P)•5 5114.1 W E .S05O corm 41• Yr0 R.TERI T P1 PONT LOAD FR•1 ABOVE PONT LOAD FROM MOH N.LOADNI PONT LOAD TRAM) POOR LOAD TRAM POPO LOAD PRIM POLO DOOM SIN ACE DOIONATIO4 6' VERTICAL RAP UN 5171 DESICALATICN r TO BE USED ON PLOOR 1512L0 — 40RT044TAL sew. 55111 MD 1OCA1E5 BEAM GALOLATIL - _... MC= AMBER EXTENT OP DEAR WALL TTPE O $15215 WALL I WALL ADOa[ WALL DELOS L OT1XflMSE NOTED.. N CO 21SO AND Tye I ALL NEARLALLS WON CAI FLCOR PLAN ME FOR WALLS CN NAT LEVEL (TYPICALLY ONO* KADEN 2. ANCNCIPAGE IS FOR ISNEARLIALLUPANEL 51 ON-T, W1EIRE PORTIOIS OP WALLIS ARE Not D A5 M)EAR PANELS, NAILS HAT BE !PACED • 11.. lMIN) PER TABLE 33441 S. WERE PORTWNS OP WALL& ARE NOT DESIGNATED AS bl-EAFIt PANELS THEN WEAR DETAILS DO NOT APPLY. PROVIDE TUX) AMOS AT ALL HOLD f LOCATIONS. FOR EA01 TYPE 11:4.12CM MAP. MC) CONECTCR FOR R MT ALLATIOL APPLIED PPRTOITALLY CE VERTDALLT ON STUDS FTr /1 WALL BE InArzoTo AT CENTER CP 5ROS MO BLOCKS) PER 50EDtLE. 1. 00 NOT 04E1EIOVE $40.5 N1O SIEATLRG A STAPLES CR SO!!0 ARE POT AN ACCEPTABLE ALRRMTIVE TO NAILS FOR DESIGNATED SWEAR WALL PANELS UNLESS PRE-APPROVED eT TPE d16.OWG OFFICIAL ROM I A-001 EWEATHP( L ROOF NEATRIWA 066 SPA RATED BURRO DAMN LAT LP IS M OUT OF CLEAR BEIREDI PANES 10 ALLOY FOR DPMS1L HALM INK. BE Id AT 6' oe AT PAWL WOES SIC C et AT NTE PEDLATE SrTORI& PROVIDE EDGE CLIPS • N' OL • ALL UAIPPDRTFF.D EMU ALLOWABLE DIAPNIANT IIEAR.111E4031.I43f»7 ]. FLOOR $EAT1i5 LE' COX TO MA RATED PLTW%D (WOW= MO GLUED. AOIESVE WALL CO/O I TO MA SFECSCATOI APO OL PROVDE TO EDGES AT LOO PAM. EDGE& N50.50 SSW. BE Bd A16• XM: AT PATES WOES MO U' ee AT MVIEDLATE SPPORPS ALLGLABLE OWM1RAM 51f.M.T6.0O.Rp•r E. row= MALL BE LAD IS FACE GRAN PCRPD OoLAR TO errors MO E1D ►IN FLOOR SHEAR WALLS Sur W SHEAR NOTES O&M OrIRR)Silomo UPPER FLOOR SHEAR WALLS bu W.fI JNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS a 0 0 E L° c Cis c: o N CO srl O) *kr u. q _� ca C))). u m ERE DOE )4: .47B 1997 UBC S1EET S3 ELEV. B CO R 1 '? 2000 ..,.. CC °t 'iV ti i,,l iTY PROPOSED TOPOGRAPHY IM p .1 • q ' infr A k igiMINI Jura, Am" 87' _ Fir � �� ESM� 1111v Q o CID • Fh 4 ; 14 • ii ISTING OPOGRA H DS IN EE 072 :MAIN .#2 T1 I A 5B � .. #25B 00 RMATI 80 N I G DRA INGS /STO WATE PER '0 ING SI M NUAL L USE TRAW SIDE OF LOT LEARIN C LIMITS B �r 'I PERTY LINE TILI ' DSCA I EMEN INDICATES EXISTING /PROPOSED NATURAL DRAINAGE PATTERN IP 1. WES APPRX. 107' YARDS OF EXCAVATION TO BE RELOCATED IN REAR LOT EASEMENT .10 ‘c- (3 QS G' GE TO BbI T HOUSH FIGHT TEM PORAR HAUL OAD FOR DDITIONA EASEMENT R : ORD UNDER SEE CI IL-ENGI RECORRppING N 880831 82 RECORDING #19 AND A11 NDED Y INS I.UMENT N$ECORDEED UNDE RECORDIIV(i- --__ XPIRED OCTOB 9, 1990. TO TIE -STORM DR g STAB OUT ,I E=165.00' 0.900621103. THIS A REEMENT CO 01 SURFACE, W TROL SYST A UNTY SUjFFA FOR ERgOSION C 011-.THE DOWN r.4 Mi • PROPOSED TOPOGRAPHY • /Q &7' 11— pr Raw i— w� rsi�i��ls a 20' S TO T REC NO. 8 ORM E CI DE 083115 GARAGE o 186' • • • • i •• .; Ear II .5 2 RAI EAS MEN OF KM' A UNDER REIORDI I. Y S CTI EXP. AOII. CONC. N DE SL r PE 4' A' CRUSilED ROCK RIVEWA DE I. • RI 150th T 2. PIPE , 0 RFORAT N 12 TESTA 3.5 PIPE IS A0,5L a STr1WDARDS 4. WA R sun METER TO TN IS /4'. WATE 15 oGTITE h LEARIN I IKToollort WCIDina 10' � L IAD ( T RMATI + 1 G DRA 00 40 /STO ' WATE FER '0 INO SIpI4 M NUAL 6L USE TRAW SIDE OF LOT LIMITS PERTY LINE TILL DSCA EM EN W ER SU PLY ST B 0 3/4 MET IE 169.00' PE K C I PPER TER LI HOUSE I .1 7 2009 INDICATES EXISTING /PROPOSED NATURAL DRAINAGE PATTERN TEST TEE SANITARY SEWF,R, STUB OUT IE= 165.00' RECEIVED CITY OF TUKWILA AUG 1 7 2000 PERMIT CENTER • • APPRX. 107' YARDS OF EXCAVATION TO BE RELOCATED IN REAR LOT EASEMENT 25'•0' 4' SIDE SEWER MIN 2% AND 10' -0' MIN AWAY FROM DRIVEWAY IP 1.3" WE S,1 REV/S/ONNO,a co SITE PLAN FOR LOT 11 SCALE : 1' :20' SUBDIVISION • BERGSTROM (THE JUNCTION) STREET ADDRESS • - LOT AREA : 9.150 sq(t PLAN 0 . PLAN '2359A OU,NER : TRYON CONCEPTS ADDRESS : 14420 SE 84th ST. NEWCASTLE PHONE • (425) 255 -6518 TAX 0 • - LEGAL DESCRIPTION • - .�;.. � -\ GARAGE TO BtI T HOUSE FIGHT TEMPORAR HAUL OAD RECORDING N 8808311582 AND A11�I$NDED Y INSTRUMENT \ R$ECORDED UNDE RECORDING--- FOB� SURFACE W ldO.9006211030 THIS A REEMENT CO$TROL SYSTE r EXPIRED 0 OCTOB 9, 1990. �E UNTY SURF TO THE -S ORM DR IN FOR ES�Q §ION C = 165.00' / ' L ON�TIIE DOWN �i^� O✓�T � EA EMENT R ORD UNDER STUB OUT I FORDITIONA SEE CIVIL-WI OI RECORDING #19 / / 6 "D • FROM - -E NON - D E ADS 6' SDR 35 • PE. CLEAN 5 PER C Ty INFRASTR1CTUE FROM / HOUSE METER S / r 5. W TER 5UP LY r OONNECTE TO WE AT ETER 5 TER • I • r S. ITE WIL BE EN E DL` T c BY 1: EMP RARY EROSION CONTRO TO STRAW ON THE DOIINHIL 510 OF THE }_OT PER 1998 KC. 5U ACE WA ER DESIGN MANUAL APP NDIX DE R 0 Kappler SIDE : 11 Architects, P.S. Z` j 1 - - l°1/1"?' ya' 13400 Northup Way, #33 Bellevue, Ka. 00005 tel 425- 041 -5320 fax 425 - 041 -5310 \NOS RE E ,108 M. 99122D2d PLAT FILE M- 99122.02 DATE: 08 -0I -99 SRU SETBACKS I EVISED DATE. II -10 -99 MJM FRONT • 20 /3D ZA"k girl? - ©O rzE J. ciDO DE-P. Z 1 -z UO CO C CO ill W H • u. W g Q . • � = �.W Z W o w U �_ 1- W w Z = 0 Z IS 0 l 4614 of Ler • •$0 .0U o O i U rt 0 QS) Bib GARAGE TO U T HOUSE RIGHT PORAR HAUL OAD FOR�pDITIONA ENT R : ORD UNDER SEE CIVIL B GI O ING N c 880831 82 RECORDING 19' D A LADED • Y IN UMENT ORD UNDE ' RECORDING --�O$ SURFACE W 0062110 . THIS A' REEMENT CO TROL SYST EXPIRED 0 OCTOB ' ' 9, 1990. .. UNTY SURFA Eg�R • B- OUT fORM D FOR O ION C OIkj.THE DOWN 165.00' PLAN 027158 rigivapARK co 10'UTI ES ► � . I 00 �`�' • • E ISTING / OPOGRAPH 8 O �. I _ D.S ■ ■ MAIN FL 0187 I I i ! I .I ese orks stan ni ions o• d stand Ca N N C 2 • di 0: LEARIN BE PR f 9 �1 AN r Ec S T O U1 e OM& TIM 10' ILI .7 LA DSCA'I EMEN Of been reviewed by the rtment`Uor Conformance with cum rds. Ac oe0211pC Is subject to errors an oh do a ithorize violations of . The responsibility rests tot • - : :h the do or rev' hsse this void the , . _ ,=. :nce re a Of revised c'-Gwings nee Is * sCt to field in. pection by rks utllilNs inspector. z H z re al � ,c) O 'W 0 WO ' I ,1- W z � Z° W W U O O I-- W W I- T. U- O z 'LI U o z 4 " y MAIN FL CST PLAN #2715B GARAGE • 186' •0' 4' D 10'• MD punivirai ,-Aireviiirmr. --.-------_____■._ ,,,_ ,,_ ,.._„■_._.,....„=..„._,______. __. ._ ___.-_-__ ' �' i --- �7 • .rte : ' 0 ' mum of , lo' UTI a a Br Es Tei " LA DSCA I)QG� �� ' I E ISTING / E EMEN f ``.� IDS - - -h --, % _ -- ' O POORAPH , • i I. \ \ i 1 f I \ i I I I I I 1 1 W :MAIN I l: l 20' Si TO T1 RECC NO. 8 ORM E Crl DEL 083115 THIS ocroB RM DRA D RI EWAY S}CTI N I 4' EX?. AO4. CONC. RIVEWA i I I e 2IEDES lea 1 2' 5I$ CKU811fED ROCK 1. RI 150th T G� 2. i 12 s PIPE FORAT C TESTA 1 3. I S 1 A¢ %SL S PER C' DARDS 4. R SUPL ME R TO TH 15 /4'. WATEF I5 OGTITE h 5. W TER SUPrI ECTE • ETER 5 TE b I TE WIL BE RM • TL' SING ED 1 1. EMP• 9 DE OF THE 5U. APP otx so U A STS 3/4 IEi 'PLY 1B OU ' METI 169.00' TIRE COPPER NA, KIN NUAL TER LI1 HOUSE 1 0 IPUfr Go t' of le SITE PLAN FOR LOT 11 SCALE .: SUBDIVISION • BERGSTROM (THE JUNCTION) STREET ADDRESS • - LOT AREA : 9.150 eclft PLAN': PLAN "2359A OUINER • TRYON CONCEPTS ADDRESS • 14420 SE 84th ST. NEWCASTLE PI -IONE • (425) 255 -6518 TAX •• - LEGAL DESCRIPTION • GARAGE TO Bblkl HOUSE RIGHT TEMPORARY.. HAUL ROAD EA EN RECO INO NO 31 AND AMENDED BY INSTRUMENT ECORDER '-- J006211V ' AGREEMENT CO TO T S' SETBACKS FRONT • 20' \ REAR • 10' - ` SIDE : 51 SIDE • 5' �„ .,, ,, . FORADDITIONA SEE CIVIL-B oI RECORDING 019 SURFACE W TROL SYST UNTY SURFA FOR_ERO'SION C OIY. E DOWN RARY EI2OSION'CONTRO STR4Wp4 THE DOILNHIL OF THE ►:OT PER 1998 KC. tER DESIGN MANUAL DIX 1I•1. i Kapp ler Architects, P.S. 13400 Northup Way, //33 Bellevue, Ma. 08005 tel 425 -841 -5320 fax 425 -641 -5318 9S orks stan ions d stand JOB 0 . 99122.02b PLAT FILE "• 99122 .02 DATE• 08 -01 -99 SRU REVISED DATE. 11 -03 -99 MJM ns been reviewed by the i gc rtment OOflfOrmman ance with Cu rds. Accept** Is subject to errors an - ch do aphorize violations of S or. 108s. The roc ponoibility 'rests tot .:,1 the Or rev: ';13S9 VOW 01.,, I :. :nce lot revib:J c' "cwings nee 11 idtiset to field inJpection by rks Miss inspec tor . ^te RE E • ,,; 1 re W 0 N0 w H W O LL Q D. 0 I--, Z = H O W 1- W 0 C3 H W W F- � W Z 111 = O H Z • WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 11/23/99 FILE: K: \ \KAA \ \99\ \99052 \ \AWBONUS.WS Homeowner: Builder: The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component BG Wall 2' BG Slab 2' Floor Glazing Q15% Doors AG Wall Ceiling, Attic Infiltration •w Site: PLAN #2715 W/ BONUS PROPOSED DESIGN COMPONENTS Component Description REFERENCE 999 * ** BG Wall R13 Batt 2' depth BG Slab Floor R19 vented Joist 16oc Glazing @l7% * *2GL VINYL 1/2" CL +AR Doors Wood 1 3/8 ", solid flush AG Wall R13 STD Lap Wood Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. Page 1 Analyst: NMS Jurisdiction: Utility: House Type: Single Family Floor Area: 2715 ft2 Weather Data: Seattle, WA Climate Zone: 1 HOUSE ID: TRYON CONCEPTS PROPOSED 995 Btu /hr -F * ** kWh /ft2 -yr Reference Value X U -0.043 F -0.690 U- 0..041 " U- 0.650• U -0.390 U -0.062 0 U -0.036 ACH -0.350 Reference UA Value X Area = U -0.056 F -0.673 U -0.041 U -0.470 U -0.390 U -0.082 CITY OF TUKWILA 'JR 2 6 2000 2ERMIT CENTER Area = UA 624 26.8 630ft 434.7 1231 50.5 407.3 264.7 37.7 14.7 2654 164.5 1207 43.5 22869ft3( 146.5) 999.4 UA 624 34.9 630ft 424.0 1231 50.5 468.0 220.0 37.7 14.7 2331 191.1 Ri z Z M w oo coo: wI w 2 g a I d : F z � I- 0: z I- wi U 0 � w I H U =O Z r _-. I' O H z WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 11/23/99 FILE: K: \ \KAA \ \99\ \99052 \ \AWBONUS.WS HOUSE ID: TRYON CONCEPTS R19 STD Lap Wood U -0.062 262 16.2 Ceiling R30 blown Attic STD baffled U -0.036 1207 43.5 Infiltration Standard Air Sealing ACH -0.350 22869ft3 (146.5) Struc Mass Light Frame, Sheetrock walls HEATING /COOLING /VENTILATING SYSTEMS PROPOSED Heating System Type: Gas Furnace Make: Payne Model: 376C/ System Efficiency: 80 Modified Efficiency: 67 % Design ACH: Design Load(at 44F dt): Duct Losses(% Dsn Load): Total Load: System Size(Output): Average Annual Heat: Annual Cost: $ Ventilation System: Integrated Spot & Whole House Cooling System: NONE SEER: 0.0 (Ducted) Cooling Load(at 4F dt): Btu /hr System Size ( %Over) : tons ( @125 %) Annual Cool Requirement: kWh /yr PROPOSED DUCT SYSTEM 0.60 55929 Btu /hr 0 Btu/hr( 0 %) 55929 Btu /hr 84000 Btu /hr (150 %) * ** MBtu * ** Solar Access: Partially Shaded Location Avg Rvalue Surface Area SUPPLY Vented crawlspace R- 8.0 543.0 ft2 RETURN Attic or garage R- 8.0 108.6 ft2 Page 2 Proposed UA 994.9 M- 3.000 2715 8145 RECEIVED CITY OF TUKWILA \PR 2 6 2000 PERMIT CENTER z • ~ w tee .6 U O N p; inW H. (f) w O; LO Ui 0: W ~ • U� = w: U: w z CO' O ~. .z WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 11/23/99 FILE: K: \ \KAA \ \99\ \99052 \ \AWBONUS.WS HOUSE ID: TRYON CONCEPTS GLAZING ORIENTATION South Southeast : East • Northeast : Eff S Glz: PROPOSED * * *ft2 * ** * ** * ** * ** PROPOSED North * * *ft2 Northwest : * ** West * ** Southwest : * ** RECEIVED CITY OF TUKWILA APR 2 6 2000 PERMIT CENTER 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 3 re w. u6D 0 O U) 0 W =; J F- W O; u- Q. o . z � Z F 11J iu 0 0 : N' 0 I - III = U� i- — u. ui O� Z i lit -Nyy/04,wr i f. ROOM NAME hiil tviv.04' .v51 MINNOWIr 01 . 4 , v g .4, ,,A1 ..,......._ A *,. , 0 ,•c.' lAk sk ',Llq , :...t. + . 0' . WIDTH (IN FEET) HEIGHT AREA QUANTITY TOTAL AREA TOTALS (IN FEET) I (IN SQUARE FEET) I (HOW MANY) (IN SQUARE FEET) (IN SQUARE FEET) _; ,., BED #4 4.00 5.00 20.00 1.00 20.00 ."T' i ' ' it t REC. ROOM 5.00 6.67 33.35 1.00 33.35 ^REC. ROOM 3.00 5.00 15.00 2.00 30.00 TOTAL MAIN 83.35 , , I , ,,:, 1 6 -;',Ot - i , -4 i i . 0 ' 474/tf 1 1 i) -,' , ,,tt. d . 1 --,'-' ‘ , : 7 -' ' ' - ' 4 ., - •-• - . 4tir S-"' .1 iv.,:■.‘,1 I. '' I LIVING • 6.00 5.00 30.00 1.00 30.00 . sr • ' , • '-' I 1 OPT LIVING 6.00 4.50 27.00 1.00 27.00 DINING 6.00 5.00 30.00 1.00 30.00 FAMILY 8.00 5.00 40.00 1.00 40.00 NOOK 5.00 6.67 33.35 1.00 33.35 KITCHEN 5.00 3.50 17.50 1.00 17.50 FOYER 1.00 6.67 6.67_ 2.00 13.34 TOTAL UPPER 191.19 z;K-Fic. 1,:ttY'' ^ • 41.4;,tm.c..14,4,k_.K.,%-;ait.1,,,: lf,„..1' .,:-; +I, rt. ,-, ocrr',..-- - z, ' .., T s: l ID . ' D,re A 4151 I I‘ I Fi m,r_v! i ,'7-7ii' ,.. ta° 2 f`,6 ' tnif:.ezrzi ,,:!,-4,..v.r- V= - ' - ....l-i,f,v Te-i`t _ 'P MASTER BEDROOM 8.00 4.00 - 32.00 1.00 32.00 OPT. MSTR. BED 1.50 4.50 6.75 2.00 13.50 1, ` ' z ,, MASTER BATHROOM 5.00 4.00 20.00 1.00 1.00 1.00 6 2 ' # A' MASTER BATHROOM 2.00 3.00 6.00 BEDROOM #2 6.00 4.50 27.00 BEDROOM #3 6.00 4.50 27.00 1.00 27.00 OPT. BED #3 6.00 4.50 27.00 1.00 27.00 wr qlr!,:Yr. co, ' ' OPEN TO BELOW 3.00 5.00 15.00 1.00 15.00 BONUS 4.00 4.00 16.00 1.00 16.00 OPT. BONUS 3.00 5.00 15.00 1.00 15.00 TOTAL UPPER 198.50 _,,,, 4 ,4 " t 2 4 1 1/241-,- if, ' _ Wf: . 0,; itti- 14- IC;In!i 1 , , :: 1 ,..atri...4 ' p:,v, Ic, , o' 64'it r : f , 4 . .. `-q" ' - '1i • i' ..;10' TOTAL GLAZING SQ. FT. 104-kah,4 %.' .titl-', .*:4 • - Eie *- 4-1•'• 1 0. , : '1";..eil =4:•'•'' - 4;14 473.040 TOTAL HOUSE SQ. FT. ' M'7'.•;1;f1•••=i . ' 'qlP-•=%1:4 - 1.• 4 T3itt•lrA ._ l'' 2,715.00 / Glazing % .... l' , V1 4 .1$ 1 , - .0 . 1 ,,,t;:V.411 , a't..--,: ' ''' ,-. eit ' ' v :- 4Y f - ' ' "''1;$'' .k'' 'LlO4,,-. ' ; 41 1. ,.1 40 ' 4 , , ' - '4 V rt1"-VittTa 1 7.4% , ., .:. n''' V.W - • it tiler Associates architects ME: TRYON CONCEPTS PLAN 2715B UMBER 99152.21 t 1994 DATE: BY: 11/16/99 MJM 11/17/99 RECEIVED CITY OF "TUKWILA 2 b 200U PERkAIT CENTER GLAZING_B.xls PROPOSED TOPOGRAPHY tx • 1• CITY OF TIJKWIlA, APPROVED OCT 1 9 `;( FILE COPY I understand that the Plan Check cpp; ovals are subject to me cm. : ' O ".` "li, - .:pro al of eir and plans does not ;.:(,li;.(r1.'.. t :.} '.:.1 � of any adopted cc'c.." t:' : i:iii'r'. .. i iC'i;i. 1T con - ttactor's cep' \' c'" By Date cdt l Permit No. . � SN f1 87' trjanrillwar" 4: • u e� 0 Wiiiimmuluomm 3 rivirirof !, 1701 • • - -- ; - - - FORADDITIONA SEE CIVIi; -B Gl RECORDING #19 IN EE 072 RMATI I GO DRA 00 JI LB LEARIN • N INGS /STO WATE FER '0 ING SI$H4 M NUAL 6L USE TRAW SIDE OF LOT l0' TILL LA DSCA '1 „ B EMEN INDICATES EXISTING /PROPOSED NATURAL DRAINAGE PATTERN APPRX. 107' YARDS OF EXCAVATION TO BE RELOCATED IN REAR LOT EASEMENT 4.1 Add eon Kere? 00 rgeo r I 1 WE • � N CS QS) CD GARAGE O Bbl T HOUSE IEIGHT 'F EMPORAR HAUL OAD - --- EASEMENT R ORD UNDER ■ RECORDING N 880831 82 AND AMENDED Y INS RUMENT "RECORD D UNDE RECORD/N0---------F SURFACE W CO TROL SYSTB ??0.900621103. THIS A REEMENT EXPIRED O OCTOBER 9, 1990. UNTY SURF), TO T TORM DR FOR EROSION C 0 OUT O THE DOWN Sr -16 �i }- N - ■ W MAIN FL 01 I PLAN #2715B LIMITS PERTY LINE � ' N 1' EXP. A0111 CONC. ' RIVEWA A j I$ DESL.P a 1 r IV CRUSIIBD ROCK PROPOSED TOPOGRAPHY TEST TEE SANITARY SEWER STUB OUT IE= 165.00' MO 5VgaiAWfou priala21111W■PThr O 4 INX --- ��_� ►,1w_ • c •n II 20' S TO T REC NO.8 7 ORM E CI DE 083115 DE 150th T TO WATO TER . 10' LA EA 6"D FROM F E I . PIPE •` NON - RFORAT D ADS 12 TESTA LE PIPE 15 6' SDR 35 A 6%'SL PE. CLEAN ITS PER C TY INFRASTRUCTUr DARDS A R SUPL FROM / R TO TH HOUSE METER S NTTLY STABLE BY ED I MULCH ::Y COM TIO T IN RMATI N EE' I 0 DRAWINGS 072 :10 80 /STO WATE FER 0 ING 51914 M NUAL 6L USE SIDE OF LEARIN I BE-P O W SU 34 IE O TILT DSCA'I EMEN ER PLY MET 169.00' PE K PP ER Ilfllll �,��) Al 2oc ICerJ °'-t retoo r INDICATES EXISTING /PROPOSED NATURAL DRAINAGE PATTERN APPRX. 10T YARDS OF EXCAVATION TO BE RELOCATED IN REAR LOT EASEMENT 25'.0' 4' SIDE SEWER MIN 2% AND 10'•0" MIN AWAY FROM DRIVEWAY IP 1.3' WE SITE PLAN FOR LOT 11 SCALE : SUBDIVISION : BERGSTROM (THE JUNCTION) STREET ADDRESS : - LOT AREA • 5150 501 PLAN ' PLAN •2355A OWNER • TRYON CONCEPTS ADDRESS , 14420 SE 84th ST. NEWCASTLE PHONE : (425) 255 -6518 TAX •: - LEGAL DESCRIPTION : AG - GARE TO BUI T HOUSE RIGHT TEMPORAR HAUL OAD - '' FOR DDITIONA � - --• EAASSE G REC ORD 880831 WIDER SEE CIVIL-ENGI RE -. N AND ANI NDED UNDE Y IN3 RECORDIN --__ RUMENT 19 RECORDING #RECORDED © SURFACE W 1 0.900621103 . THIS A REEMENT JQ U CO TROL SY3TE /EXPIRED O OCTOB 9, 1990. NTY SUR:FA TO T TORM DR I� FORE 4 §ION C STUB OUT O THE DOWN 1 = 165.00' 5'2 RAI EAS ' EN OF KW1 A UNDER RE ORDI N 3. 5 OI` OL 5T 4, W M E IS 5/4'. WATE I5 7OGTITE 'I 5. WATER SUP OONNECTE ETER 5 6. ITE WIL NG I y D SU APP 1.!.L.w t✓ „-., , PLAT FILE *: 55122.02 : 08'01 -99 SRI SETBACKS / I RE VISED DATE II-18 -99 MJM F RONT : 20 0 f L. &-1?.� RE AR ` 10' Kapp ler S IDE : 5 ' SIDE • 5 ' Architects, P.S. 2"4 wMk 1o 11151.04 • RARY EROSION CONTRO STRAW ON THE DOINHIL OF THE ROT PER 1558 KC. ACE WAAER DESIGN MANUAL NDIX JOB N: 55122.02d 13400 Norlhup Way, #33 Bellevue, Wa. 00005 lel 425-641-5320 fax 425 -041 -5310 .J OT R' -J LIMITS PERTY LINE TER LI HOUSE RE E Project Name: The Junction — Lot 11 5589 South 150 Street Permit File No.: D2000 -121 Date: May 3, 1999 Reviewer: Al Metzler, Fire Prevention (206)575 -4404 FIRE DEPARTMENT REVIEW COMMENTS 1. Provide location of nearest fire hydrant on your site plan and the distance to the proposed structure by way of vehicular travel. z mo w : UO U 0 co w N w; wO u. a: D. ~ w z z �, Z O U0 O 0 F- W W U _ U. z U o H . O z May 31, 2000 Don Tryon 14420 SE 84th. Street Newcastle, WA 98059 Dear Mr. Tryon: Sincerely, Tammy Beck Permit Technician encl xc: File No. D2000 -121 City of Tukwila Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #2 Development Permit Application Number D2000 -121 The Junction — Lot 11 5589 South 150th Street 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 Fire Department. At this time, the Building Division, Planning Division and Public Works Department 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. If you have any questions, please contact me at (206) 431 -3671. 62-cg. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 ,..+ z ' iv w UO N o ww p w O II o o w` F I O .- O ff ' z May 16, 2000 Don Tryon 14420 SE 84th Street Newcastle, WA 98059 RE: CORRECTION LETTER #1 Development Permit Application Number D2000 -121 The Junction — Lot 11 5589 South 150th Street Dear Mr. Tryon: City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 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 Fire Department. At this time, the Building Division, Planning Division and Public Works Department 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. If you have any questions, please contact me at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D2000 -121 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206-431-3665 z Z w 6 U0 N C . vO ILI I: • u- w 0. 2 g Q cop H =. F- 0 z 2D. :3 CI 0 U; W W ' U L til Z. U D. 0 1--• z DATE: DUE DATE 5 -25 -2000 DUE DATE Not Approved (attach comments) DATE: z w r QQ � JU 00 • 0 w i . F. w u . • d w H = ? � w w O • N 01— w ui ui z 0 I"' z DEPARTMENTS: Building Division Public Works Complete Comments: \PRROUTE,DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D2000 -121 DATE: 5 -23 -2000 PROJECT NAME: THE JUNCTION LOT 11 SITE ADDRESS: 5589 S 150 ST SUITE # Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 1 Revision # After. Permit Is Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES /THURS ROUTING: Please Route n Structural Review Required Incomplete I I Not Applicable REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 6-22 -2000 Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: . dire Preve iorb Planning Division Vert Structure Permit Coordinator DUE DATE: 5-25-2000 No further Review Required mut n DUE DATE Not Approved (attach comments) DATE: ACTIVITY NUMBER: D2000 - 121 PROJECT NAME: THE JUNCTION -LOT 11 SITE ADDRESS: 5589 S 150 ST Original Plan Submittal Response to Correction Letter # DATE: 10 -16 -2000 SUITE NO: Response to Incomplete Letter # XX Revision =fir 2 After Permit Is Issued DEPARTMENTS: B AT "cTing Division to - ii - Ct ) Public Works LLIIM Al /b `L140 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Approved Comments: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: vx�uuu.nXx SAN PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Approved with Conditions Fire Prev ention IA -l't -A) Structural Incomplete DUE DATE: 10 -17 -2000 Not Applicable pa No further Review Required DATE: Planr *livision Ali. -ti Permit Coordinator tfyi DUE DATE 11 -14 -2000 Not Approved (attach comments) n DATE: DUE DATE Not Approved (attach comments) DATE: z I w • . U O • 0 w = • u. w o 2 J u_ j. 21 d � w • zm w ▪ I U • • 0 D.. ww c y LLO E- . Z Cu N . 0 z .....: .:..,�..�,�_.,. ,.,.. • ff Fire Prevention Structural Planning Division Permit Coordinator No further Review Required DUE DATE 7 -4 -2000 n DUE DATE: 6-6-2000 Not Applicable n Comments: DATE: Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) DATE: z w • . O 0 0 W = J w • 0 2 J d: z � ZI w O � w W L I O ill Z • = O z Revision • No.. Date Received Staff Initials Date Issued . • '''Staff Initials - #--1 I I Summary of Revision: f -� r o c _ n Summary of Revision: ' Received By? 1)pIV " l Ri q ,� Received By: I Revision No. Date Received Staff Initials Date Issued Staff ... Initials Z I 1Q-1 ( I I 111)--1- CCU I JO Summary of Revision: f -� r o c _ n `J ' Received By? 1)pIV " l Ri q ,� Revision No. • ' I Date Received Staff Initials Date Issued Staff Initials • Summary of Revision: Summary of Revision: • Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials • Summary of Revision: Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials Summary of Revision: Received By: _ PROJECT NAME: e l )UY LOh( 1') — II PERM NO:..1> QQ'I 21 Site Address: _ e4= S «O - -- Original Issue Date: REVISION LOG (please print) (please print) ' (please print) (please print) please print)• z w J U. U N - = WO u- Q = 1— W Z 1.- 1- 0 z ►- w w U D 0- 0 1— W 2 LI O W Z U - O z • Date: c " O d 0 Response to Incomplete Letter # ® Response to Correction Letter # 1 0 Revision # after Permit is Issued Project Name: THE JUNCTION — LOT 11 Project Address: 5589 South 150 Street Contact Person: Don Tryon Summary of Revision: I :" le t' c(UCe a in Sierra on vQ City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: D2000 -121 Phone Number: 4z5 Z S c 5 ' (oce r o r-i RECEIVE[) - QTY op TI IKb�'n n Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision (1 .• UU )30 Received at the City of Tukwila Permit Center by: h1, PERMIT CENTER 05/16/00 z ~ W ( . 00 (0 o w I J 1.- U) L W O 2 J • ' CO C! z � 1 0 ' • uj 2 o U c o 0 W w! O' i u z . O ~` z City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals nuts! be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: (/ -5 -60 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 2 • Revision # after Permit is Issued Project Name: THE JUNCTION — LOT 11 Project Address: 5589 SOUTH 150 STREET Contact Person: DON 7 !J Phone Number:4 . S S Sle Summary of Revision: C4 O� f Q.h, & C2_`4-"a &-i-, ÷O reeSr eAKC'� Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: - -co [Entered in Sierra on Cp Plan Check/Permit Number: D2000 -121 ..� RECEIVED CITY OF TUKWILA JUN - 5 2000 PERMIT CENTER 05/31/00 City of Tukwila 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: A (6 -00 Plan Check/Permit Number: VZGee / / ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # 4;4 Revision # after Permit is Issued Project Name: 7t1-6 _ f l )/)C ?'70 Project Address: 1'5 79 � S , (50 57 Contact Person: MN 6 Lc. - 9 ) 6,) Summary of Revision: aced (,7i'r` r - !aK - 7 1 RECEIVED :'11 OF TUKWILA OCT 1 6 2000 John W. Rants, Mayor FCRIAT CEIITCR Phone Number:& 755 5 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on ] — I 06/29/99 center Boulevarr Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 .�,,. Yrrerr� �r+ u?�µ� rxnt ^�:m+vvat�sc:l�mR�!pa;rYn san.<r ;vrer,+,ar.Fsrvnnr�ew tr�y'�kin+'K!tt�i'?v'r,*, ra , 4e;" , ,Cr. kFE.I.'[4'f?M1, z ~ w re 00 WO w = J fQLL,. W 2 U Q, co I . W z± F- 0 Z I- LL/ ul n o U O U WW x O u U= F. Z Res' ' ?ntial Sewer Use Certificz 020 CC L Z2 (To be completed for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Viif Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but is limited by state law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi- annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge on this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740. (Please print or type) Owner's Name T ON CO uee le, (Last, First, Middle Initial Property Tax I.D. Number...77930" c7lt'CJ Property Legal Address: Subdivision Name - Ma 'S"-' .c%K Subdiv. # Lot # < < Block # Building Name (il applicable) Property Street Address .5:53q S t (so S - +' City, State, Zip I v - 6.4.)t. (c, W G Owner's Mailing � Address 0 x 44 (If different from above) ,ram - 4,L. /Jet 9 J'65 7 Owner's Phone Number (42i 2.2 f 72 3 Property Contact Phone Number ( Party to be Billed (if different from owner) Party's Mailing Address (if different from above) City or Sewer District U KLO JCL Date of Connection Side Sewer Permit # Demolition of pre - existing building? O Yes 1 1 No Demolition Permit # Residential Customer Equivalent (RCE) 1.0 1.6 2.4 3.2 Please check appropriate box: 1 Single- family • Duplex (0.8 RCE per unit) 3 -Plex (0.8 RCE per unit) • 4 -Plex (0.8 RCE per unit) ❑ 5 or more (0.64 RCE per unit) No. of Units ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 0.64 = x 1.0 = For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner /Representative 'TpU a1—_ Print Name of Owner /Representative T01k1 772YoN 1057 (Rev. 2 /00) White—King County Yellow — Local Sewer Agency __ — ... was' P.?+ ExCvs' 97f! ?! ��5"' 7Y7C T >wxtctMw�we.�r.- x�•- rw�n,:r ,na..,a.,,m.� »m,�.w....... w. »...,.T.. «.,, -.._, .... ..... ... .,..., .. _...__. 'For King County use Account # Monthly. Rate Six Month Due RECEIVED CITY OF TUKWILA APR 2 6 2000 PERMIT CENTER Pink — Sewer Customer Date 1' 2e 61 Wa 425 "MEI 7232 P.01 Z w w 0 2i: g:3 u. < 52a W Z 1.- 1— 0 Z 1— 2 D 0 c o 0 1— w 1— r - 9 - - 3 z w c.) — PI O .'I 111111111111111111111111 �i■T■■� IIIIII,IIl1,1 I— —I —I_ Side Elevation r IS••■.I nommil 1 11 I 1 �1111II! t.® ,Ho u — ..®i.■.. Rom um milImmo, ,4114 man lJIIIIIl1I1lJA= III IIIIl ll1'111 Il II I Iflhl!tilt!' II1111 Rear Elevation 1t1II111111111111t1111 Side Elevation TRYON CONCEPTS PLAN # 2715 BERGSTROM Master Bed. C. 16'8'x12'10' Bed. #3 12'4'x10'0' LOT #11 SQUARE F•• + DRAWING INDEX LOWER FLOOR A1. MAIN FLOOR 986 630 SF SF A21 CODE FOUNDATION a UPPER FLO I: 854 SF LOWER FLOOR PLAN BONUS ROOM 245 SF A/2 MAIN FLOOR FRAMING TOTAL A3• MAIN FLOOR GGALkGE 462 2715 sF sF A4. UPPER FLOOR FRAMING PLAN DECK / PATIO 325 SP AS. UPPER FLOOR PLAN SQUARE FOOTAGE I5 MEASURED TO THE A6. UPPER ROOF FRAMING OUTSIDE FACE OF WALLS. STAIRS ARE A7. ELEVATIONS & C INTED ONCE IN CALCULATIONS. OPEN TO °IN SPACES GARAGES a A"� BUILDING SECTIONS NOT D1. STANDARD DETAILS D2. STANDARD DETAILS Si. LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE Porch 17'3'x10'0' 50'•0" Garage Kitch. Nook cQ IN3ivI&9ir deuxw+® c wo wwrimMOCftsou MEI r. Dining 12'11'x12 Upper Floor Plan Family 13'2'x12'1 ' Livin 11'10'x10' Foyer Porch Main Floor Plan I- H lu subject 1,2 ern, aft.1 b plans does net 1 i f ILO ;1 adopted code c r ild an, tractor's copy of approvEic 5iCI, ,awledg8r1. By e Date 2— Z'° Permit No. 0 z 0 V z 0 oo CDC? -e1 __ SEPARATE PERMIT REQUIRED FOR: erMECHANIC:AL. [, 'F.L.I_CTRICAL 11 PLUIMBING C7GAS PIPING CITY OF TUKW:LA BUILDING DiViaitiN..1 RECEt om' of TC) REVISi)N3 NO CHANGES SHALL BE MAr711 HE SCOPE OF WORK WITHOUT I}R'E.T RJVAL OF TUKWILA BUILDING C!1 CITY of 11115WIL11 APPROVED IIINIi720111 A MNILI;� JOE'. NO : 9915221 �a SHEET COYEi SHEET ELEV. B 9 z 0 z 2 DN4kn G OERAL RBDUR -ENTB L This ...eel Ns been oraGaraot e a generic MIF¢ fore foncarg ....Ards set by the Construct. Standee Fe.. (00. n b for are rcmesYlee of Ue Cotfaaor /Gala. his Guth Is intended to ask with a atrm ae.ct. il. folk ig the (CS6 least_ Not all Nes are necessarily reopted to septets fhb epscn. profit Co olinete r =N Ca ntraelcrfOn r . cowl. lathy of pecflcati8w. Win tie roves.. it will state 'Coo.. with atr!ale en.h.lectIon echedulen 2. Ttae. eawrge an copygted KAPPLER ARCHTECTB. P9. nee. an rigts ownership and cop/lift of . design war Us Weal copy,. ea Rapractrtlas of nutratfas co., drawings In wry fan b by aWOr0tna of the KAPPLB2 ARCHTECTS P5. craw 3. 4 1J2 3rd r.podcuone eat bear the revs of KbppLER ARLATECTS, PS 4. Constr..... dautgs by the yey setae ore dtagabat. and do not import to ahem all c.a. or ca 3 or c<nrwe.t. Glestbn grealiy ales b to ar.itecsavdakwl intent . b Come. on 3I .011 g stn tense dCaarge. de darif..e. MrpMat.e, and revelns as all pat 0 the casual. process. RIPPLER ARCHITECTS, PS. *fore shell not be nab. for any area Fats:' a mnrusabl dens. 3. a resit of not pa22 329 h Ue cawnuctlon prmas. 5. Do not vary or nod39 Ilu work host ermpt with slum W.. from KAPRB2 AFSf11TECT5. fiepal dha¢ aces, ad ohs..ro to KAPPLER 2RO2IECTS, PS. IslniHeg _, 6. Due to the ntse or construction e,2 the bt!dFH process tFRe sill be bidder d hgn ad CaNacia(Oee seleclbn of the bull... prootc., coapanente. ad .saline. Tars set of waking I I2. w is ca.iderd a bu8dr set' and dos not l2I 91 specifications 2 buildd3 materials Ill Terwiae n i the Cornracta2rnr rssporabrlay b provide and coo.. spednoatione. to dig poduct selecem and r1I33 3 . a aned-y KAPPLER AR'C:14M 5, PS. assns ro II.Ing a rap neon, fa c. f... a conflicts Wdh ocar C.. ough ..ader/Cae specified nat.. and tut respect. te w thatt KAP:LER aRG714ECf5, P5. Mimes rw 1.ility or reepontNiwj for any man wean mey tea called out a referred to by Mnufect rer as brand name lea cefied of aro doss SO fa 1. Do roe scale IoM awnings re, critical dime... v., ail ...an and dawn's bean vnren2F3 mono and be reepauble re, .fur acarxy and report c.aep .. an.. to to architect aadtalay. B. The Contraotar/Cwe Is respaab. for co2rdhatrg work e,2 M1 or all trades to revue props and adequate in.. of all trade works. TM .4rac22 .Mil be reepaable for ell rr{ured safety pecautbn and pro... req... Ws work 9 E, t as spadfoally dwied otherwise Mapebtkn re, aM Qenn hon, abbrevtaerxe., and efp!eeantal dMKnloe 2x11 foibw accepted referenced standards. le All wok o3tmh fhb contract shall represent that of 2%3 3.9 stadade for are respective trades n the .cat. 2 v/UGh the pro,. is bull 0+001 Mrvs3 14NE225 4:3=d_l' Brah0 stn L Prondn crab space access, Nadal B' x 24• tr.3.2362 d access per UDC. 2333. Insulate and waevs4p pee energy 35323 Alen 6' nhu.. speed war:, wood Joists end D' nnrar seam war rood Orders. 2. Provide mule awes, nnatn 21'X30.1.30 sine et.dooe at wobethoted readily ...able ceetg per UBL. sect. 6051 insulate and wat.strlp per energy regaene t 3. Rov. vr.23 ' per USG as 23 323 follow A) Craul .pars: vealbUOn abbp2 area dull be rot lees than I 21 par 150 sf. war floor area. Opantgs sell . placed as dose b to tamers 0 prad.1 and shall proves moss v. nano 3 of at but tso approx'nutely opposes sides. section 2313. 131 Altic ventilation: a hen net era .011 be r. less Use I sr. per 150.2 of attic are or 1 6f. par 302 sf. of alt. area If 13 is in fie soffit and 1/2 is at bast 3 above the plate Ira per UBC. sad. 8053 ad rrgy 3.6323 3.. 4. slope all dede. ate. airs.ys, aid patio* away from 2313233. Mean V4• par fool 5. Grardga4® 23234223 J separation: AJ eearal. iron garage to hale snit be of fie .Use 6232!ndla4 end .n the garage aide, ad robed fine sid-sn to roof 2strhing. Tar con, Jolla. want poets and bean apportng suh2nre above son be coved ant WS' typo Si GIB when a Dying area is aloes bra garage.. 2 layers of N' tips 'a' 0013 at true and TA's per and B) ) table1 -B. Doer be.. garage d house .11 b. tiger ntLKg rev- .berg fond mod door 1338'!Hai par U SG, sadion 302.4(3) 6. Stet asaebry A) Headroom 6' -8. 3MSn width 3'0' riNS. per UBL. sit. 10066. B) At private man tread 9' hens, rise 8' nu . All 0. stall tread II' nova, riser l' axeae per LIB, .063. Top handrail .hall tea 34• 33 and 38' meatus above the star section and not !ms.r. 1 10' a ere inn 3 0' from the all and with reuse at each end per U.C. section 10069 02 Stall fa bbokrg at top se bottom of align span and melt along stringer per UBC. ssd.10821 E) Gorr usable .Paco sear stay with 528' type 4` GyE, se (2) layers • ceiling area. 1. 6sMy Chita 1 Dubwanr Slur. - pro.42. 5A3' twos x' ME or 26 gags sheenetaf ...Joint. on all op.. to stwn .dace. shell be rev el .rg soli care dare 12/8'. 6. Frestoppr y - es per U.B.C. 25.. 9. 3Wdnral desnr1 Itrla: lhse not. are provided for ...enc. on, and do no. 1py +het complete ea:` ton 0054.. 3.e been diem this a.c2e. A) Truss Loading: Load Tap dad live bad 25 pc Tap dad da U psi (2d o i bad Bot.lord I. ba t ub> d: 5 oh TOTAL LOAD 42 pal 61 Roof Dv bad: 25 psi 6) Poor Live bad: 40 psi D) Stec and mar. eve bad: 100 pis E1 MbcMNC 3 uni. weigh. provided 6311 arufachnr F) Urrd: 80 eph npnave 8', Rte assess G) Earthquake tans 3 Hr AJbab3 Doll paare: b. a 5016 report by a qualified egner l pr.., all Footings and .O.Uatlora dell be a as;ned 2000 pa bearing capacity. J) Eq iv..* mud pre.ere 35 psi 10. Prefabricated Prep.. ...lid Fuel Bang Applla.es A) 901. Nei berg appear n2bde align stoves, Naplece stove, roan Mat.n/rtre law dove. Facto, bunk Fireplaces and fireplace weft, and all hell copy with the prooleSe of Seel. 3041-3006. U79L. B) Metal 6b3ap .hall be enclasd above 88 stay F wish 68 app. .e served 1s located, n all hiving one tear era reed.. rating and with a space 83 all sides beta. demo, and er.bsrg alb at312. for etenhat. end repair re, ante C1 311 Wan sell be slt9.ut openings per WC. 848 -94.4. C1 Provide nrestnppag at direly per U6C as. 10621 D) hatall natal rYaplam with harts and woos. par aasfactaars E) Pr ..tad fireplaces, der news, e, ad related mpalecte to boar UL MO ae. a IMO Mel of approval and tea 4r.ibd pr ...curers regWresae. F) The hearth shall extersd at let B• F Raft of ad B' ro ea.... the 8.Pecs 0gnhe ern Ile opening 1e eallr 8wn 6 sf. If to openbg le 6 af. or ta9r, fro earth roll exr2d 30• F Rod ne 8' b .ad1 side per U136.3021. 01002 1163638) asernea A98813Lr 1EQURBIENT5 (con) n `henry IlasZi H31011 M•PI"c Yell be drlgned end eoevuaad to mPMB ante UBG ee86 236 1 B) Cle e3 1efYatioW cNion, mat seed a aFaa of 2' -d above e,9 poet of the be..g wvi. 0. of 0* aaeny Chaney to raw reraaced sao- smelt eater cap, stop. to sled after. a Waft, awe a ferrate Cap with sand cement pergrg to shed water. Paging to 0 ( 3/4' the. Were ma.orrg stone a comets rap b used, daneej Is to be roMaced with 0/ 4 bas as bad beer as host RavlQe V[• snot screen spark a. at fie ten.. Igoe C/ Char) D) Plating flash and rautafbeh.8h nK 26 gar. ga6autxd vial seal or 61.alent Spa E) Andaags - Areas. s snit be pr... at all and lions acre 8436 6'-0' above grade, except re,. oast.. .3 *839 d rarely Us der. efts the building, andaaga to be (1) 3M• x I• steel era. cast at bast D' lmo are d'ae5 elite an E0 dogma bid .11 a 6' .are sbn amend 3 raise marl ban on 8h amerame 0f the damy, ease strap le to be seared to ea s... cal hat, of are buil.. with (L 62 bolts pr e: rap. Were Jo. as para... d4.ley straps ore to be nand to 2X4 ace . corroding at least 4 ph. and seared.h (L 76d rote each plat type. F1 C.a.: Pro. r clearers beteswl sea, Fireplace or Many 2323 cetxNble hei. she on e..or all (VC stee e,8 fiteh le gab/.. Provide 2' dermas betaerr wasoey N.br.. a chirre, Ran co.. a Waning when anon, arts the baking str.bffet Co.buttbb catartal 2663 tea Mt 6' dear Roe fin... oopprvrr' ib such welela l mite 0• of to opre3 shall project sore Ben If d' for sear r of clearance. Ron .48 opewg. Pray.e.feral mod fresappag at all separation bet.ee n 3rep0ce and wood..., 011 trade to be wit 21. above fireplaces opening fa fireplace built .Nate with are all, rcrees2 Fa.r le ge 6- f2 way 4' of eesaty projecuw Mo to roan Ch Snake Cluster - Se.. chamber b. constructed of alts proden, site nnlen teckress der folba: Mat an - b' aide alb - Ein Rat a - 141 Daps - Deeper to be Ugt Battey operable mite a read3 accesble meal or an eppwed antoce . control Dagtr Rdy oared .11 rove free are .gal to a gee. the Uh required eibn Fen sire. D ...tide htel typical J) North end Extension - f4.arirnbbe 323223 lone, carrels, a alter approved nen- md.stble ataeb. or re, - Intoned to carry nor ore eagt and an wpe.na Iwo. *063 sa4.tad 2ryo. frepass as tale: apaay 1c} 3. to 539 sq. ft... F 3132.2, 8' ea. aide. Opening b sok K or large. 20 F Woe, each side Ca... and ...re to be reMaced 6183 a bas • 6' ow. each a5 Pre-29 store or pre -cast axeaetr Mane ad eat.., to be hppor. by 3S13h3116. age . 34• on Rovide anchorage to floor Rbng s noted above grade. Hearth to be QIStHgllsub. hen adjacent flooring .alrb1 CcaWX U .23s O . - Air a arpe• an tlet to sere ed earxat. alr, n arc} K nK duct arm, rUe operable deer, outlet to be lets SaIM the nab= n 4e eronn 312386 TO Fonda. L Fdndation alb w6 8' 84ce. 2. Footing to be nh E. 93 and extra 6' beyond fireplace alb, re -eared .nh e,4 bars at 6' oo each nag and beaag an h. udetubabe sal 3. 9pnce font,. bas to vert1.1 di°meb9 re- enforce ea pa dvptee H end 34 LOC 21060 REGULATORY PECLARelafl. L Ail crnetwn.n .hall conform. to to 1'391 anew Balding Cab NBC, and be accordance .eh all note Lea and 0.96959. 58 refine codes rposed by ,Fdd..nl reqursure and lode a.orft.. 2. Arrange toped.. that ore ewdatory due to 3 edird el require. . 0500 CONSTRCTKN FACILITIES Al. 10* 2RI' CONTROLS 1. Prove Tesporary FaCilnies - rci269 2ecerldty. afar. ispaary roll., per IVbd.bnl regeaares. 2. Proves Ca3epoary Controls - Fsdrg ereion season ad ewface are call. *803608366980O1031 er ...owl mgul-awes. Eh0 .DINV04 DMS.2 SITE MA= Pan 3 - Exewt. L Rough gadrg 4 bee. M. gelding Was 231838 e.31033 d 2. fi6b gradrg: Landscaping 8493..02900- 3. Excavation, badllllrg, and compacting f e.trea as needed. 4. Etulvdtb6 badnlling, and cog-acUg fa payee. s needed. 5. Hauling and disposal of excavated atrial as needed 6. '. hepatrg of tetanal as needs 7. 1. Rode removal asreed. 08502 PAlla. A2D BI11raln Pan t - Product I. elak road ad pa .g paving: A Asp. T.. 8, over 33 du2heil rods T AT6Cruel. 6 Cruel. rock . 58• nkiue. C. Comm. per Division I. Fnieh and color: ' Coordinate with sated. trash salesion s he. . . Pavers: L Coad.te with material Mh select. edndb. 3. Pave. narking: L Coadnete soh me3erbls Mleh . ssion schedule 01100 SE 0 A`D IOR.An4ACi Pen 2 - Product L 54bdrahaga syn., A Falda6On Saha. 4• ADS perforated ppe: ron•rgd 2. 8838 damage apt.. a Emma catches. gat, ..Wanes: L Coordnela ate eater. Mal selection d Jedue. Coadnata with atelale Mete asst. sdeda. G D'ah pp. 0 AD9 ron-parfGratd tight Me. 3. 9ae.ry sewage sync.: A Sewage collet. Ire. 8' P.0 unless can late b rated B. 3ep10 se.. Per dasnge of bidder design. Pan 3 - EVadtbn t 5.0.98.yet®: A. slop* to d'ah and suture In all da4ng atrial par 8.3243. YE.Y L1 n � yF g Pen 2 -.odd L Irrigation eym.n: Bidder dal. L Co2date with melerla. M2. select. sled. 2 Fens and gates L Coordinate with meter. Is Mete salsa. .anal. E2600-1 k Part 2 -Prod. Bidder Deign END DNB.2 CONCRETE Pan 3•Exec. L Forra 41 k and bracing fa sesame list -e place concrete set. by ebronerana and net the require. of . drawings and bd., slanders. 2. All fo.. hen be placed In such a mare as to allow cast-In pls. con.. to b. placid on sone ...ate and to alias .tn.ua3 nppat molars to en balm 8n front Ire 03200 ORC2TE REWORDING Pen 2 - Prod. L Re ferci g sleek Defamed bar ems and bathos per pl. a. dens. Grads 40 N. • 400 1. Wesel refs tabs- at boa.. per pleased detail: 60,11.101.401F. P 3 -Exct. L A Mete lap fa eq bare hell be 1' -0' or 30 dYmMers. Wachner a larger. Provide cover bit to eaten Mrbartal rear/ore.. Mbar coverage per dela. and MC 0.0r 03250 COSCREIE ACGY98CRJF.6 Pat 2 - Product L M .1.r both N' x kr twos oiMethe noted on eaage. 2 E=' ad chimed. ,IoM.: VP asphan t3engeeed fait as bead pr drama, ad de• Ex Pat 3 • bolt L Maier 2ok M 6' -0' sit GC, 12' am comer are JOnts sae mbedrrt at T. 2 bona pr piece of wood 03300U6T- N-RALE 62027E Pan 2 - Prod. L Sw3.bral ca.. 5 ....Ed • 2500 psi at 28 dap. 2 ardited ai mm's. for .q sad agaegare Mbh /es..5 sack. FC • 3420 q'+ at 28 days, eth 3/8' rand aggregate 3. Ad.nn . A. AN rorcaa eon here beer sad . ode... ap[ ter rootage B. At edam.. snit be 5-0t in an concrete expoue4 to rats. .. Colons aeon, LL Coo. mh materials Mleh Meet. adesdtet Pan 3 - Execution DMS.4 YV321.7 P.2 - Prods. L Tyro 9' oats ante Mega3 ...prang again Part 2,- Pradrt L Maas and Teo: r aide 22 gue3e carman.. sum seep, era- mrro2*2 bM reinforces. standard ladder byes 9 gage are b VA' i.a then an tee. Pat 3. - Exeaalrn L Per IBC Chapter 21 0410082mg,24 T' PM 2 - Prod. L Brlckmesanw 63,318 . locations nmtdg: L Ccaenne.h est aeb M.h selection sdrdWm. B. Ftarl2 bcat4On: aneafg: L Com.. with steel fiish....1 edodle G Paverepiaeea: nea,Mg: L Coadhate with esters. Mbh e.bcllm sled. 2 Gamete nary Wes: gads N -I CL. Wee oh.. vacated Sere pr 818239. ..peal Wars: L Cccr.ate with eater. fMS+ selection soh.. 3. Gbh siwo, Wee: (gee black) A. ...or location: nmaafg: I. Loordrots.ith mat.. res. sectionrmcedule. B Male beat.. *99321 : L CmMete with eater. M. select. eds.. Pan 3 Exeatian L 23and Yen.. A .Erick veneer.. be esp.. on foals ferdation or other rce-cosoatble slopons. It shin Mw Bien.d.g eel eb at 1 pr each 1 sr. of wear. Provide r nwmue err apace betee.n vroer, end baWg -ad approved Flaws at base or veer, and 3ratrand sesphone at 32.oc at eh. bass of veneer extsAg Woe tie err epas:sto Se eats.. Veer hell appal ro bad char than norm vela. rd lie vrucal deed lead or serer above B. Per IEC Chapter 2L 1 Concrete a•.re un (6130 A Concrete awry wet alb shall be cosh.. to conrore to ASTM CIO. It shall be lad tp, renforce . and ordered as sown on ageing._ 04402 STRE Part 2 Product L de ei.eh ore dash gam. A Eater. b.... am4,fg: t Cos t.te with meleels finish aebdbn echadAe. 0. titerlor beaten. rw.eefg: L Coordinate with cater... select. ached. Park 3' Ex.A. L Store versa: A See Bred user. thD DIVISION 4 DIV16K25 METALS 020330 METAL FASIaliNGS Pant - Prod. L Bone: Ile sins drJ s sees Pr age, or as needed fa *2*04 pampa... 0-.603 METH. FABR,,,R1_ Pert 2 - Product L Handal6 end guardrails Mov. a dies and .miles ore shah per deg @D DINSICN 5 WOOD AND PLASTICS 0600 ROUGH CARPENTRY Pan 1- Product L Fran, healer: Fraorg k.ber shall be naked h conefarerenre stn fie 1016 . standard gadng rules fa nest COM. barber roe W, late. edltwt All K. dried sera 10. A bid and rafters: (2x6 end Inge) He43 Z ce better. B. Bean and stringer. (4t end krge. Doug -Ft 4 or better. G Pest and Gioe s: Doo.g4tr D. etch, plate, and wlec. Irate. Rae, Men- FilDag 31 stases E tae's and.rola. Per nor. ifaddr. F. Glue .hated Liebe:: L S...Pae 20 V5 9623214 2. Cis.. or .allover. 24F VB CERP '.. all ow, Wen fi.i -r3 Stand. or beter . N Pya2ad/aesled'0. bard (08634 APA gadel do.. I Wen 2taltiv ;TYPICAL BUILDPG MWT@SAL6' let on the m9 J. Non 2mfNg, see TYPICAL 01.66 WNERIA S usron the 0.r: Aonoted on da.ngs. 2. Part.. Board: SPA graded A '. Irderlaynsn Floe: SW MOW 2. Bw. viek 234•28030 ...division 9 3. Cabinet surfaces 3/4• NOW 3. Taw A Prefer n trued mar-0aa pet one roof tea ran be dolga. and s•�g.a, 4 re, manFaC9ear F acQdnroa aM ds Gs19r.peenhoctcw t metal piste convected eons Vass'. Detle l a.rno. ad drab to be avabble ups. reeuaml B. See TonrF etg tell ' ce drae6gs. C. Ralf detg4 bmt.lasea 3andMa'Jg aheQ be by uwsaetrrr. D. fSeid Aker.. of as stet be da3gad ibg ereaaawa. 4. Flue am.te aseh Al orb ahell be c0MM fro of 2res for mended pmPosa A Jdrflits• pet to Riots. a. beam .511pon hhavers earlsa qua el metal pt to set... pr r n m nada.. other Leo6 b operas per dd.. Bon lnmd..afs see ca washes ✓x DM. 5. 5. doe to see foot. ceer/Ceia• Provide passe. vested poet and positive coerbct. to tt.. WC Pan 3 - rrar- •e.'at L T5. foika(gsin appf3 iesa,tua oe sat9. Ai good Weer dse1.she4 be castros i co ...Le eteetrrdews UM An Inaba .11 men. to 8w requre.* 03163960023816880 !AMSS shall cod. to tab. 234- 3- 1of6eEC. f.kje and seaci. or es. ref oarim m..23 -0-6 a the Ilt3G 06200 Fa.St C 01.0 Pant- Molest L Cdrrs A Coatias.Mn..6 mete aeleroeddi. 2 Mime and ceear A faordFrs .lt selmd.l CamtseleE.n acedle 3 Par., Cm../.. lam saw. i.e... rind. { Star and h.trsa fcri A Cmd.te atersele ore beameact. saw. S See Celle 0100:6 Wan eeeesbly g/rrrstm. 5- Bookcase ad ltT3 -K anent. G eC iriaa - -- achsasds Rwwt..ar_aoa soh.. Pla....a n Seal wild sofa. sesame A Coo.. wet era... fa6w:meaecttae schwas E4D 015046 Ds.,1 hESPAL ASV F1015100 PROESCRON Enal2i7 Pat 2 - Prodad P s Part 3_E,oaun. 1 Qe11, coat p2ICC.024... BB QPif Mtl5R10JMU £iAa*!$ Pane -Rama Gams ever 6. fsadc 2 Be.. wrap see 9s 231.9 ' 1l•ta.3SLAi.0.. the era., Pat 3'- Execution L Ss. RI n, e.ecq sawameas. EMM treat -ABM Part 2 - Anse. t Fiberglas or ahraf goad bee. bL .sera sod.. ademua 4i paws!.. A0 .I45 Se 111.0._ Gd Ea�.Dr1frWHdN.S•iton 3s degree B eg: L See the TYPCAL 660101- 1013eALY list at the agree G aria= L Sae the WIRD.. BW.OeG MAXERIN3 Yet on 4e, agree D. F... Finals R40. 2 YwwNeg rc3t A Stand. saline Ma Pat 3 - i7hatlae L See dw.bs336 energy req..0 013009232 WestfAATriEAL Pmt2 -Prod. 1 Bbngr ad rooting Ma- A See the TtleC0 $x- 1110 !3N.-:" as an the draws. Z Meted. more, A 3- pyhafopped Pert 3 - Beoetam 1 rain per eawtacbrr'n rec.... end 0-pter ware tEC 61460 55/aYa > NiTH3 eta. Pat - Prodct A See the T'PICAt 911-Dt tV •ettAtb• Wt on. Qsnge. Z TNmA See to TTPIC'ALBUILD1 14:113 06. l.on 8ecra8gm. 3. Soffit.A Sr the AL Bt➢DTG MA76i4L9 . on the.awigs. <. e2er A Saner T1331CrFICAL 0,.q. ,011AYHdAl9 bit on ...wt. Pat 3- Eartrt.n l Mte8.ssur.bres rsoomedelion and 0npa B 08e lEC Ob00FL AND -" TI'Er& Ms 2 - Product 1 Gane grlvenmsa pref.. oat 3 - Boost. L Swan per Chap. bid ad6d2w.EC 01100160-r6 5.EGALiw:3 Part 1 -Product Vase A ledge vent nertdeserd by Coordinate with a.. flesh M t. seeds.. B. f9ahoom vet - awufasuwd biw L Coordinate with att.. Mss odeaton sdedda. Z Gu tam: A Coif. s aka. pracoats 2 Colon Match M. 3 1x3 rectangular nimbus pr meted t C'o. Match Mar. g ere r. to drab apt . 07.200_226.sifts Pat 2 - Product. L 11.0 1. A Coadrate with ateel fish..aba sdedw. 01900 9EAA)fi3 AND U4:5ta P.2 - Prod is L Caulking A Styrene basclets uWig (502) L Coke: mt. Pe.g ETD DNI02.41 Div... DOORS 00 WOMB 08700.0220_172322 (Lower Level Mtn Level, Upper LeveU Pat 2 - Products L Par. soma doors A Caadeate ate eaten. Feneh selection send. Z FSrh wood door.. A CoatlMete .lh sit.. Mei...e:..sd. 3. 50s sits ralYsidrd dock A Coadhate sealsh fi k. eelecucn sdedule. 4. Patio door, A Da... nth seism . f.Ye edealdn hied. 5. Oterr A Coon.. with materials Man ss.cUOa saecllta. 86300 EErga TT 1200.5 • Part 2'- Procban' • L A Coordinate with mated. flab. seted. sdedle. 2. Dragec era fm.elwjisz (saw envbicn flarN Cos.... .. atria. lash alec.n .11. . 06600111202.611a allae6 Part 2 -Prod. L Not. Egraa - '. A Every'" rope loll have at bast ae rn oar;;"'"' wYh a ne clear oPw'5 a 51 rots.* trap ..on.. be 14• per U.6 mldlh ti nFF:n. mnh a rtnlrrd am ls�. sot name Uam /4' eb0vs4herba, Per UBt. section 30. B. safety glare per IEC plepter 24. G Sme plan C swan and..... 2 36 363 iced by. A Ca.: L Cocr.Y8te 243 at 244 1 Kish sect. 62968 ached. e. Sy. L Coordinate with malarial fresh se t. sdndWe. 66109-110310114M. Pan 1 - Product. L 1. T�a. s ho Coadrdle A tate . . 3. Trre2o.A C aardrele with rate. Mich eceedub. selection e2edle. 00600 GLAUG Pan 2 - Adducts L Glass Wdaas to be si eel by ism i d and Lang per .3C Table CMptr 24. 2. Safely glare per LOC Chapter 24. 3. terrors to. silvered V4 flat plate glass. Bb DMSIGN Dhblor FINS Es 09506TP93!+114' SQ.ERD Pan 2 - Product L Bulb: Sea thf TYPICAL MILD. BAWLS. 16t on the Saes. A Rd. L Coor.r.e. Contractor/Dew atera1 eebdtbro. 2. CS.: Sae t. TYPICAL BUILDaY MATERIALS' list on to dgeFge. Feist L Ceord.te a'th material Mbh Mleel. sand. 3. C0Kte reop.d areas: A 3916'X GAB as required. t Sea dv.. 0002 dec.., ragArenraa. ...proof CIE. as rag. 'at wet or deep location pen0BCse.25t2 { 111.....rd a.roc at all the location NOW S. Fetal corms bad prone. t Coordinate ad. atareb Ml. selection sda.e. Part 3 - E ea.bn Apply as ..red in USCG.. 25 and Table 256 and 1514. Nall or roes h place, per teibia. 09300 TILE P.2 -Rosa I Caro. part, se marble Sibs. A Coe.. with..lal finish rd .Ion edledu. Part 3 -Ems. Rst to asufacwrrY racrnhedancre. 09550 UDCO 11212 Part 1 - Prod. Type A Cors.ate Mfh ate. trash Mb tln.deals. 09650 saeatart RCGRt Part 2 - Prods. L Tap. A Coordinate with eaten. FMNh selection ached.. P. - ROducb 3. Carpet and Pad A Coad.te with mataiab Mbh aeectiae schedb. 099[14 PAM81G Pat 2 - F'r0tluae L PC_Aig over pared weans per awufacwrer'. re:werdatbn A Coor.s..h sneob Mlh select. sc ede. 0LL COVERIN 3 Pmt 2 - Products L , Type A ;COOdhata wN Cmtrasa /GU.hr anarbl whs.. !3D D(V1020 SFEQALTE9 0800 LOt1ER6 AND 618415 Part Prod. L Nerdaae cbrh sass W' x V4• al soffit vans as de.. 2 Comrua.4' par iarod alai soffit vent a. detailed 3. Roof vat (See DIv4.0f02) 4 Ole vets as noted per pars. 5100 W0AINoica D FIREPLACES Pat 2 - Prod. LvwttarabdelfAcceealea A Coorgate with eatrbb Finish select....... Pert3 • Er4ot0he L See d... 0340TH fa tlr6. Mmes bkj re ardent. for freebies: 2. 3sa dnebn n energy requirements. Pat 2 - Prod.. L BWIdirg 6*20: A Coordinate Nth a anus Mbh.actah sch.ub. Part 3 - Exeaabm L a.tan in boat. per ....da on& requirements 12600 TOILET 00 94T14 ACCESSORIES Part 1- Prods. . L Ton. and bath ameea. A Coordinate wth.alsneb FMeh select. shed. a OSEL62=i41TIE9 Part 2 -Rodeo L Slot: Mosel: A Goad.. with WW1. Mbh select. .deed.. 2. Clothes Closets A Coordnete axle.arlab flesh MIecL. ede..ib. 3. Pantry. END DIVISION • Div. 11 EOU1 ME7T 36230800800833361 Pat 2 - Product l Vaasa 63538 syeessn A COadne4 ante...Is M. sedation edudb. 64509910424121 C•Q1111181 Part 1 - Frs.. L Garage door open./ A Coordinate .h match. N. select. ached. 2. Yong board ..net torn are A Coordinate with materials Mesh elect. sdsd3. 3. Free- strdln3 eppllarrs., Coad.te with seals fin. select. to... END DMSICN II FUR715141105 Part - .Rode. L Ukdo6 treat. A CoadIN.e with ate. F. selection ailed. END DM91GN DNb. B SPECIAL COMPR1CTIQ4 J +360 POOLS Pet 2:- Products L El:air design 1366 HOT 7118 6663 du - Procts 63 L By: A Coadhate..with ate flab Mesh selection schedule DMS. 6 MECHANICAL 6000 GI EPAL Pan 1 - General L Nederioal set. to. bidder design. Reg.. re p.ne its A Rata to Division I Grral Regwor. 3. Conlr.cr work cut p..9 and INAC d1.8 idgan A Coon.. with otter erado. 6400 - 6.NG. Pan 1 - Prod. L Pps and Fittings All ante t sock ABS p.t8 of sows re d for the Ms.. prone, L Provide cast ton with coapreadon Ampere jon a per bcetlo. shown on the drawings 1. Rovi. clear+ -outs at beds. B. V.Ma: A06 C. Gas: Per cod., verify boat. of appliances. D. Ulete L . L Bel. Gads: 1 1/0 type K 2(Mnrd colds 2. Above Gad.: Typo L aloft eo.e 2. Phsbr9 wisps. Not ate - heat. (owls in tan. L Cand. with owes ...aI select. B. foss bib, Rost proof hp. Menet. seta C. MMh slut -off valve N garage- D Plubing flaws L Go .ate with 5esaw material neat. 3. krget. (bidder do-Vgi, A Provide T eomelbh n soh la n gangs by rah ant -off valve with sperete slut -ore and Ash valve Pan 3 - Exertion L :are atel. to deS.194 to mjns to eprcbrbre i =. ='^" -•fix:. *:t-�ara a d ^snlan N a earn consistent meth team, standards Refer to gents, r.drsets. B5ffi (5 y Pant - Prods. Forced AF A Foram opt. L C dare ash steel Mee selection adh.,. B. Duct cork and Ira.. L Coordmete enn meterbM M. select. sdedle. C. Air chars: L Goa.... atevb Mbh waste n edwg3le D. Controls: L Cooraats unh eater. Mbh welt. eds. E Regina s ante adjustable apply, L Cote.. site aterble flesh balsa. sc Hui. 2. Fan: ass dlvbk n aercgy requirese+s. 3. ramie L Goad.. w. alai. Mete selection schedule Pan 3 - Execw. t he installer to deolgt lie ayes to ep¢earbte 90321 l requreaa. and Mallon m a carry cashiers a8 team., stand.. Refer to gr. requre:sods F3D Dwain 5 Division 6 FIEGTRICAL 16000 GOAL Pan 1 - Gereral L Ebctr.al restes to be bid. dsiyr.ed. 1. Regulatory roar Ar en. 9133 3 Diva. . - Cara! Rea ramp. 3. Cawaeler te provi..trial. drag.. layouts, dste. cacuwy: roil. Ikuxkxg plan If A Coon.. h. other tads. 66100 PWER Pan 7 - Product L Wire and Bokew '.. A Volt Q 6A (3) Wire 1 01 • Deep Location e. L. voltage standard Spa 2. Par W. Circuit breaker box fitly labeled A Capa2R2 F31ddr Oskp B. 22262 93 Blddr Dal. 3. Ga.dhgr A Provide N 2 N' sdrdte 80 PVC conduit et concrete stew all for nectric e seer. and 8( 5/8• dews x 80• iwg galvanized rod For abc031 gauMtg. 4. end. Detector. A Provide and stall per U50 seat. 309 5. Fire ham A Provide and Iaell per 3BL. dnp. 31010 82d as required by governing ere .nnhell Pan 3 -Erse. L The .taller to den. the elrysstae to appropriate 01... require. e ad n... n a earer ovhstra bte e Massy standards de to general neck. ens aid MD Pan 1 -Pros. L Inirhs. alarm and newsy detection up.u: A Coos... etlh entail. MI. select.n sled.' 2. Pries eye.: A Coordinate with Mena. Mleh select. ached. 3. Meeoreacdt. egg.. A Coordinate h. new. fn. select. ea.. { Stereo spur A Door.. elfin atria. Mee asked. ached,. Lana' • Pan 2 - Products L Fbdrra< L Coordinate with eaten. finish se.A. arlmdle. 2. Control: A Switdw:l Coorante with atria. fh. selection ededile 3. Dlarsi L Coordinate with sate.. fnbh'.elecl. sled. 4. Bore.: L Coadhate ulth meterlab M.h select. edHule 5. Other: L. Coordinate with atsreb a. select. steed. Part 3 -Freon. II The installer to design the aym to to epproprwm.0.1 ta.I req... and f.hctlon N a sarrner coebiern with the industry standards. Refer b general requires.. 7 2069.o�-T I L Diatlealtec 2.-4* . MaadacttrrAddel nabs: L Coarcbwte elth atria.: finish...fon s.a.e. END MASKS 14 ED DM6I01 16 DlWlah BEIa Y RE61091/606 AAASHINGTCN STATE E Eh8a1 CODE: C al Noes: L Efrb eta h aate(e) dell have per 155043/ serpaete bows' or gas ehnof1. th .ues et 10 k (wheat. pae ay/ 3. Goers and setting (less Wit a • b) 20 degree F. 4. Biers and 4vawia .hall eat 3388 30 (less the or • b 25 gpn (5 504 812 A C92hg M AU.: L Befits to a.. 1' air space above .ulat. 2. Baffles to emoted 6' above bat teu!at!m 3. Baffin to sand U' above loose no ns.. B. Wall .hatatlore L Free stapled belts 2. k. me . fit untamed bat. 5. PPoolby4 vapor reitar.r or 6. PVA pale a/a dy op pen rating of Ina* Cecaled hn.lation steel be placed: A Behind tho sr/Ub B. Behind partition etude/ca. 8. Fla naulatbrx A One rig 042 rated vapor barter 8188 was sits B. h.. Control Nwlat.. L Attic ad sae apace doss panels to be haulard and eheter-.trppecl 9 Rees. Ilghta 9 futures (5904.441 10.5kyrall I.s4UOn l Walled and .1.14 t to the required all R -veben as .haft n table 618 62 if vapor retarders hall be Stalled per (5011. V.'.A3 (6700 black pertlyl.e grand mover, .hall be bppad 12' at pose ad extend trOnelout nor crap! space to fa.dat. alt Al All 201. dcas*6323 31 10 mute dons) sell be mai .r stripped par (8907.44/ l3.6eN hot ard'.cold atr pone n u.ordnl2ud pars .hall be SuLa d 3o R -3 (6503.11/ cmr oFEni 0. 0andad at leakage (950243) aukrg b complete wen 2talbd h ter follombg :. bcatbns:'. L Bete. sole plawsMleor 2. Wring dun reglsear paatat.n 3. Rrn of stb (N_'td bier flops) 4. P.R. stud, pe etration CITY Of TUKWILA APPROVED ow 0 7 200D AS tNOfED 1 4 O 61 0 908 NO. CRAWL SPACE VENTS I. CRAWA. 5PACE AREA 38 sF 2. CRAI!- SPACE AREA ; 50 • 21 OF VENT AREA REC./RED 3. TYPICAL VENT SIZE • 14'xU5'x-TE /75% EfICIE c1) • 58 SF F'ER ^PENT CE- FREE AREA 4. VENT AREA / 58 . 3b2 ^F\'FS REQUIRED. 5_ 4 VENTS SNOW 15 F^._F•tw r C.,'¢ LOCr.T10,0 6- 4 'VENTS x 58 . 252 S OF /'_N AREA PROVIDED'. Y VENTS SHALL BE COVE OT-; CORROSiON RE515TAM WUFE ME5H LGr4 _s V4' M4X B '✓ENT5 LOCATED IN R71 JOPST BE PEE5146MN L'T BAFFLED_ MEC 502141 L - -J SIEEr412 FCR PER D cFU5-01NPG -0' SYMBOLS AND LEGEND B] FAN- DIRECT VENT TO OUTSIDE - SATFIROOMS/LAUNDRY SID CFM MIN. - KITCHEN 100 CFM MIN. -WHOLE HOUSE FAN 00 GRI MN. VTOS 10 WHOLE HOUSE EX.L4UbT FAN CONNECTED A 24 HOUR TIMER - 100 CR1 MN., VTO (]T THERMOSTAT • 50' ABOVE FLOOR (� 1� SMOKE DETECTOR PER UBC WITH BATTERY BACKUP INTERCONNECTED (ij 24 HOAR TIMER TO WHOLE HOUSE FAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR INITS: PER DIV. 15,16 SEE SHEET Al FUFiN A PROVIDE 6' DIAMETER FRESH AIR INTAKE FRC61 OUTSIDE TO RETURN AIR PLENUM AT FURNACE WITH MOTORIZED FLOW DAMPERS. B. PROVIDE THERMAL EXPANSION TANK AT WATER HEATER G. STROP WATER HEATER TO FRAMING TOP AND BOTTOM. D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. 118'-0 U2' {I 180 20 DI DI DI i/2' i/ 3 81/2' I/ 13' -2 I/2' 4' -10 I /4' 41-101/4. 11 Wiar \ \I FPI) R ( FP-i ) J 3050 3050 L -, a --I L rt J I L -i 1 1 s g m 9 '? ry J2 9 E CI 1 _ i Btin #4 i Rec Room CARPET 1 CARPET f( ® D1 .i\ ! ®: CGar gig I ONCR'�'FE I - // ` DE � ,--I S S 2¢ HALF paOR I I R45 (FP-24 4 I 1 ( FP -3 J I i 1 :- 1. Batt R _j , t 1 f .!iiii' 1 -D I 1(2 tOra E!" _ C!OSet� CARPET I c I m C i 6R 2f I I 1 "2 CM i i I i i H ! 2650 E ry .A,,, L� _L_ LJ J t 1111111101 N �. OM \ r- 5 R15 r "1' FP YI r , STEP FONDAT14N PER REQUIRED GRA PER GRADE ( �� G "-9 !'2 2' -1! �'.. 3' -0' 4'-6 VT . D I II ' -1 V2' ■ Craw! Space L �/ ((( D 1 YYY l FP -1 ) ('� -f - L Fr -e _J lar e FP -I j ICE I- 6 r I0` L141FP-14,_-- _-- __...__._ L J TTP 4 FLCS (FP 22) 2 3/4' II' -6 IR' t FP-I� PORCH EXP. UGC. CONC. I FP -3) r i 1 I L1J (Ffi' -24) 6' -11 1R' (FF -24 J II' -6 1R' 30• -6. (,)7,1)00 12-1 FOUNDATION /LOWER FLOOR PLAN Scab V4'I'4D' GTY OF TUKWILA APPROVED JUN 0 7 20Be AS NOfEJ '!4LRL'JtAI� t7Jr.r.nrJA Patio coNc GENERAL FRAMING NOTES 1. SEE COVER SHEET FOR ALL GENERAL NOTES AND REOUIREMENTS. 2. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3. SEE GOVERN -MET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. 4. TRUSS DESIGN BY MANUF. Tf3156 FLAN SHO6N IS FOR GENERAL LAYOUT ONLY SEE DIV. 6100 51-EET A -1 - TRUSS LOADING SEE DIV. 010001A SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS r r re PER ROOF FRAT164 P_AN 5_ ROOF FRAMING SPACING. 24' cc UN.O. 6, ROOF PITCH- EXTERIOR PER Ei.E /ATION i!NT3ROR PER SECTIO, 1. RAFTER TAIL 2x4. 'VERIFY. 8. ROOF TAIL AND RAKE OVERHANG PER ROC PLANN, 9. ALL HEADERS ARE 4x!0 OF 2 UN.O. PROVIDE (I) TRIMMER STUD UF' TO 4. -E' SPAN AND (2) TRIMMER STUDS OVER 4' -0' UN.:. SEE DtV. 0600 5,5E7 4 CONCRETE STEM WALL 8' WIDE WIT, MILL 15'x1' F' -1 • FOOTING. SEE DETAILS FOR ADD'TIONAL INFORMATION. SEE Div. 3 SHEET A -I FFP 2 1 CONC =TE 5:: dM WALL 6' WIDE WITH MIN !2'x6' FOOTMKs. 5EE DETAILS FOR ADDITIONAL INFORMATION. SEE DIV. 3 SHEET A -I -3 ) CONCRETE SLAB ON GRADE SHALL BE 4' THICK STEEL TRO.ELED FINISH, W/ 6x6 IUTA40.4 /3/0 ON 4' GRANULAR FILL. SLOPE 2'. TO DOOR PROVIDE THICKENED EDGE AT DOOR SEE DIV. 3 SHEET A -I -4 6x6 POST ON CB66. I' ABOVE SLAB ON 36'x36'x81 . MAT FOOTING ON SOLID SUBSTRATE 111/14) 4 BAR EACH /J4'1. SEE Div. 3 SHEET 4 -1 CRAUIL SPACE VENT. SEE CALCULATION BELOW. SEE Div, t SHEET'A -I ALL CRIPPLE WALLS ARE 2x6 OR 3x4 • 16' or- UNA. 14' MN STUD LENGTH PER UBC SEE. DIV. 6 SHEET A -1 4x10 BEAM LINE. MIN. I' CLEARANCE FROM CC.- P.:616 AT END OF BEAMS SEE DIV. 6 614EET A -I 4x4. POST (SCAB POST AND BEAM WITH 2x4) ON 9d FELT ON MAT FOOTING LINO. PROVIDE 4xb. POST * BEAM SPLICE 4 POSITIVE CCN- NECTION FROM POST TO FOOTING. PER DETAIL 16/0I. SEE DIV. 6 SHEET A -I j C 6 N M1L BLACK POLYETHYLENE GROUND COVER ( FP -9 GRADE. SEE DIV. 1 SHEET A -I ELECTRICAL SERVICE: PROVIDE (I) 2 1/2' SCHEDULE 80 PvC CONDUIT FOR ELECTRICAL SERVICE Al. CI) 5/8'x8' LONG GALVANIZED ROD FOR ELECTRICAL GROUNDING. SEE DIV. 16 AND VERIFY W/ SITE CONDITIONS �m IF) BLOCK OUT IN STEM WALL FOR DOOR5, ll �r�' __ HvAC, ETC. AS REQUIRED 5'x24' CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE Div. 010022 SHEET A -32 PRESSURE BLOCKING CF SAME 312E AS ADJACENT JOIST. 24,24'Xl• MAT FOOTING ON SOLID SUBSTRATE W/ (2) •4 BAR EACH WAY OR IT STRIP FOOTING PER DETAIL 16/DI 301X30,'X1' MAT. FOOTING ON SOLID 5U657641E W/ (2) •4 BAR EACH WAY OR 15' STRIP 600711. PER DETAIL 16/01. 36'X36'X12' MAT FOOTING ON SOLID SUBSTRATE /1/ (2) 4 BAR EACH U147 STUB STEEL 12' INTO SLAB • 12'00 FP -5 l FP -6 t FF' -1 ( FP -8 FP -I0) ( FP-12 l FP -13] [FP-141 FP -15 (FP -161 (FF -fl ) ( FP' -18 OOR 15T l 1 SEE FL DIY. 20 6 SHEET A -I (FP -I9 ( -20) [ FP -21 FP -22 I FP -23, (FP -24) 4x8 BEAM LINE, SOLID BLOCKING. BETWEEN JOIST OVER SUPPORT. SEE DIVISION 06100 SHEET A -I PROVIDE SOLID BLOCKING THRJ JOIST SYSTEM TO PROVIDE SAME AREA OF BEAM SUPPORT AS ABOVE AND BELOW SEE DIV. 6 SHEET A -1 MI, I' CLEARANCE FROM CONCRETE AT 514D OF BEAMS EXTEND PIER MIN 15' BELOW SURROUNDING GRADE 3' DIAMETER STEEL POST EDGE OF CONCRETE SYMBOLS & LEGEND o, POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFERNG DOIAN POINT LOAD TRAN5FERNG DOWN W/ LOADING HANGER POINT LOAD TRANSFERED BY KICKER ICeY �yj' HOLD DOIN WITH SIZE DESIGNATION _ e 1 VERTICAL STRAP WITH SIZE DESIGNATION TO BE u3ED ON FLOOR BELOW STxx — HORIZONTAL_ STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH INDEXED 64/1858 EXTENT OF SHEAR WALL TYPE OF SHEAR WALL WALL ABOVE lang=t WALL BELOW NOTE, UNLESS 07HERWf56 NOD, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN Ti-E56 DRAWINGS. LA T M; \KAA \99 \99152 \9915221 11 -17 -1999 13:16 :36 Sheet: MI Work 6' -? 3. i• 6'-1 314. 2'-0 ALL FLOOR JOIST ARE- II -1/5' TJI PRO 150'6 AT n2. oc VERIFY W/ 514OP DW!s5_ SEE DIV, 06100 START FRAMING HERE Garage CONC. FP -3 ro --T —=ice : _,41 - -r L.JJ L1._J L_ J MAIN FLOOR FRAMING PLAN Scats 114•.1' -m' ✓ L_J GENERAL FRAMING NOTES L SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2, SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3. SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. 4. TRUSS DESIGN BT M,M4F. TRUSS PLAN 544011,1 15 FOR GENERAL LAYOUT ONLY SEE DIV, 6100 SHEET A -I - TRi155 LOADING SEE DIY_ 00001A SHEET A - TR:JS5 SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24• oc. LIND. 6.ROCF PITCH- EXTERIOR PER ELEVATION INTERIOR PER 5ECTIOr:, 1, RAFTER TAIL 2K4. vERF^. _ 5. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. 9, ALL HEADERS ARE 410 1, '1 UND. PROVIDE (U TRIMMER 5740 UP TO 4' -0' $0 414 AND (2) TRIMMER 1T1.05 OVER 4' -0' 400. SEE Div_ 061.: SWEET A -I EFRAMING PLAN KEYNOTES ( BACK FRAMING AND SOFFIT AREA AS l F -1J REQUIRED TO ALLOW FOR 1IAC DUCTNC- SEE DIVJ5 SHEET A -I F 2 RAKED PONY WALL CN TOP OF LOUER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FR MIND MEMBERS. ALIGN EDGE OF JOIST WITH FACE OF WALL. ALIGN INSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL [ F -3 j ( F -5 1 LP5ET - BOTTOM OF BEAM, EVEN W/ BOTTOM OF l JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS [TOP OF BEAM 15 FLUSH WITH BOTTOM OF F -6 ) JOIST WITH NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT.. F -1 ) ATTIC SPACE VENT SEE CALCULATION SEE Div. 01002 SHEET A -I FLOOR JOIST - SEE SCHEDULE DWG. SEE DIV. 06100 SHEET A -I SEE ELEVATIONS AND SECTIONS FOR PLATE /EIGHT PRESSURE BLOCKING SEE Div. 06100 SHEET A -1 RUSH BOTTOM OF BEAM EVEN W/ BOTTOM OF JO STS TOP OF BEAM FLUSH W/ TOP CF JOIST AND BEAM EXTENDS DOWN BELOW JOISTS TOP OF BEAM 5• BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM BLIMPS DOWN BELOW JOISTS F -5 l F -9 [F -10) l F -11 F -12 L F -13 J F -14 2X6 OVERFRAMING • 24' 00 F -15 1 2X6 CEILING JOISTS • 24. OC 2000' l2/ co 0) Co O LO 00 V w X �. O L TTY Ur TUNiLR ca p # APPROVED 43) LD ▪ _C (/J CV ,;TIP; UI 7 204'0 - 'S` CO j R� h�!I[U W a) n m Q CI RVE' V � CTTY OF CETl1K I SYMBOLS & LEGEND POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING O POINT LOAD TRANSFERMG DOIL1 HANGER 0 POINT LOAD TRANSFERED BY KICKER 5- HOLD DOWN WITH 517E DESIGNATION 1. VERTICAL STRAP WITH SIZE DESIGNATION 1'� TO BE USED ON FLOOR BELOW STxx_ HORIZONTAL STRAP WITH -SIZE DESIGNATION O INDICATES BEAM R CALCULATION WITH INDEXED MEMBE POINT LOAD TRAN5FERING DOWN W! LOADING - EXTENT OF SHEAR WALL TYPE CF SHEAR WALL —� WALL ABOVE litiMINOSt WALL BELOW NOTE:. UNLESS OTHERWISE NOTED, ENGINEERING. AND CALCULATIONS ARE NOT PROVIDED IN THESE. DRAWINGS. ILA aERaSi? CEN EF TTTLE 446 NO. 991522 SHEET ELEV. B r- 17 -1999 13 :16:45 Sheet: MP Wo GLAZING CALCULATION TOTAL SF OF HOME TOTAL SF OF GLAZING TOTAL S OF GLAZING 2715 SF 473 sF 17A S SF. 15 C4LCULATEL` USING T.-IE F..U,R25TENTS SET FORTH IN THE 545H3GTION STATE EETFIRs'T CODE. REFER TO ADDTTrO VIAL DOCWE:NTATKAN TO SUPPORT METHODOLOGY OF PERPORMANCE COMPLIANCE SYMBOLS AND LEGEND El FAN- DIRECT VENT TO OUTSIDE -BATHROOMS/LAUNDRY 50 CFM MIN. - KITCHEN 100 CFM MIN -WHOLE HOUSE FAN 100 ■M MIN VTOS • a-. 1.2e HOUSE EXHAUST FAN CONNECTED A 24 HOUR TIMER - 100 Ci,M MIN., VTO E THERMOSTAT • 50' ABOVE FLOOR ii MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: PER Div. 1516 SEE SHEET Al FURN A PROVIDE 6' DIAMETER FREBH AIR INTAKE FROM OUTSIDE TO RETURN AIR PLENUM .4T FURNACE WITH MOTORIZED FLOW DAMPERS. B. PROVIDE THERMAL EXPANSION TANK AT WATER HEATER . STRAP WATER HEATER TO FRAMING TOP AND BOTTOM. D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. r ' SMOKE DETECTOR PER UBC WIT7 -? 13A1 Rr BACKUP INTERCONNECTED C (T) 24 HOUR TIMER TO WHOLE HOUSE FAN 4O2DOOE MAIN FLOOR PLAN Scab V4'.i' -0' ZI 1 GENERAL PLAN NOTES 1. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. ENERGY AND AIR 01411.ITY !NFCRMATION SEE DI, Il SHEET A -I 3. SEE 04!1.0). ELEVATION FOR WINDOW OPERATION SEE DIV. 8 SHEET 4 -1 4. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 5. SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL. PLUMBING, AND ELECTRICAL. 1 FLOOR PLAN KEY NOTES ( ( F -2 ) F-3 I P -4 ( P -5 [ P -6 ) ( F -T 1 P -8 ( F -9 ) ( P -10 1 [ P -11 J ( P -12 ) OCCUPANCY SEPARATION: APPLY (I/ LAYER 5/8' ',PE E °X' 01110. TO ALL WALLS AND CEILINa OF GARAGE SIDE FRO, FOUNDATION TO SHEATHING. ILRAP POST AND BEAMS. APPLY (2) LAYERS TO TRJS5E5 AND TJI FLOOR JOIST. SEE DIV 010025 54-EET A -I 1 3/8' MIN. SOLID GORE DOOR WITH SELF CLOSER TO BE TIGHT FITT11- G SEE 010 010025 SHEET 4 -1 STAIR ASSEMBLY NOTES: PER UBC SECTION 1003 A HEADRO011 MR.L 6' -8', WIDTH M!N 3' -0'. B. TREADS 10' MIN. DEPTH, RISERS 8' MAX HT. G HANDRAIL MIN 34' TO MAX 38' ABOVE TREAD NOSING_ HANDRAIL 1 1/2' Mrt, TO 2' MAX CROSS SECTION 081E45101 AND 1 i/2' MIN CLEAR FROM WALL, RETURN RAIL ENDS. D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WAL125/ E. COVER USABLE SPACE UNDER STAIR W/ 5/8' TYPE 'X' GAUD.' (27 LAYERS • CEILING AREAS. F. 3TERFIEDiATE BALUSTERS SHALL BE SPACED W! LESS THAN 4' BETIUEEN BALUSTERS_ SEE DIV 010026 SHEET 44 SAFETY GLAZING PER 'NBC, SECTION 2406 A. WINDOWS 61055418 ' CF FLOOR B. WINDOWS WITHIN A 24` ARC OF DOORS C. WNDO.US AT TUBS AND SHOUTERS D. GLAZING IN DOORS E. WITHIN STAIRIUELLS F. WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE DIV. 08800' SHEET A -I EGRESS WINDOIU PER UBC, SECTION 310.4 SEE Div. 08600 SHEET 4 -I 0NITERS FOR GAS FIRED APPLIANCES IN GARAGE TO BE 18' !'I3. ABOVE TOP OF SLAB. SEE DIV. 5 SHEET A -1 COVER WALLS ADJACENT TO TI184 AND SHOUTERS WITH NON - ABSORBENT MATERIAL TO 10'. ABOVE DRAIN INLETS. SEE 010 09250 SHEET A -I 127 LAYERS OF FLOOR 5HE411 -105 OV4'R FRAMING. 8 MAX RISER WITH 10' MIN RUN IF MORE THAN (32 RISERS, HANDRAIL REQUIRED PER UBC, SECTION 1006 SHEET A -I 5 x24 CRAW- SPACE ACCESS. INSULATE AND LLEATHER STRIP. SEE DIV. 010022 SHEET A -1 22 x30 ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE DIV, 01002.1 SHEET A -1 FLOOR MATERIAL BREAK LINE P -13� WALL LINE ABOVE ( P -14 WALL LINE BELOW ( P -15 1 ..FIREPLACE .45541101.7 NOTES: A DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO USG REQUIREMENTS. SEE DIV. 01002.8 SHEET A -1 B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UBC REGUINEMtNTS. SEE 10/. 010028 SHEET A -I G HEARTH SHALL ca- oR`7 TO UBC REQUIREMENT. SEE DI, 010028 AND 9. SHEET A -1 D. 5/8' I T 4 'X' GWI5 ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. (P -I6 1 SEE SITE PLAN FOR EXTENT OF WALKS J AND DRIVEWAYS P -fl J ( P-18) 3' DIAMETER STEEL POST 36' GUARDRAIL PER UBC 5092 A AT STAIRS SLOPES AT 36' ABOVE STAIR 3031315. (P -19 1 B VENT FOR MECHANICAL. 1' CLEARANCE ALL SIDES PER UBC SEE 011.15 SHEET A -I PLANT SHELF (P -20 ( F -21 ( P -22 ) ( P -23 1 1P -24� UPPER AND 1.011ER LINEN CABIttEITS Di TU fQMLA SOFFIT AREA APPROVED INTEGRATED MAKE UP AIR JUN n / ?nni 2x6 STUDS W/ R-19 'INSULATION MIN AS WILL, 5U>LDTIC, or.^ !C^I SQUARE FOOTAGE LOWER FLOOR MAIN FLOOR UPPER FLOOR BONUS ROOM TOTAL GARAGE DECK / PATIO 630 SF 986 SF 854 SF 245 SF 2715 SF 462 SF 325 SF SQUARE FOOTAGE 15 MEASURED TO THE OUTSIDE FACE CF WALLS. STAIRS ARE COUNTED ONCE IN CALCULATIONS. OPEN TO BELOW SPACES AND GARAGES ARE NOT INCLUDED IN CALCULATIONS. ?ERMIT GE .1(78 NO.: 15221 ILA TO, OF Workstation: DAS?ED LLNE5 l4D0CATE FOORRZA IFO UNDER ROSE CONTRUCTION 2314 RFTS FROVIDE SOLID 8LOCKPY UNDER WALL ABOVE PROYIDE DEL JST MCP, RINDCO NOR. FONT LOADS ALL FLOOR JOIST ARE: 11 -1 /5' TJI PRO 150'e AT 192' oc VERIFY W/ SHOP DUK&. SEE DIV. 06100 64 LE6GH2 NAILED AT EACH 611.1D FOR NEDR9OF.. wismilom 1 GENERAL FRAMING NOTES 1 1. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2, SEE TTPICAL MATERIALS LIST ON SECTION SHEET 3. SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MEC44 104_, PLUMBING, AND ELECTRICAL. 4. TRUSS DESIGN BY MANIF. TRUSS PLAN 51-CUN 15 FOR GENERAL LAYOUT ONLY SEE DIV. 6100 SHEET A -I - TRUSS LOADINs SEE Di, 00001A SHEET 4 -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAI-'MG PLAN 5. ROOF FRAMING SPACING, 24' oc. 6.ROCF PITCH - EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1, RAFTER TAIL 2x4. VERIF, 8 ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN 5, ALL HEADEI'w° ARE 4x6 1 UND. PROVIDE CI) TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4' -Gi' UN.O. SEE DN. 06100 SHEET A-I 1 FRAMING PLAN KEYNOTES 1 1 BALI: FRAMING ANFFIT AREA L F -1 J f€OIJIRED TO ALLOW SO FOR HVAC 6'6 SEE SEE DIVJS SI-EET 4 -1 RAKED PONY WALL ON TOP CF LOWER ROCF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. (—F_3 ALIGN EDGE OF JOIST WITH FACE CF WALL �4JALIGN OF INSIDE W FACE OF BEAM WITH OUTSIDE F4CE ALL UPSET - BOTTC'1 OF BEAM EVEN W/ BOTTOM OF , . t. F -5 J JOIST AND TOP CF BEAM EXTENDS UP.ABOVE JOISTS Tor OF'SE -0.1 5 FLUSH WITH BOTTOM OF F -6 JOIST WITH NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT SEE CALCULATION SEE DIV. 01002 SHEET 4 -1 FLOOR JOIST - SEE SCHEDULE DWG. SEE DIV 06100 SHEET A -1 SEE ELEVATIO.4$ AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE DIV. 06100 SHEET A -I FLUSH - 8OT1CM CF BEMt EVEN W/ BOTTOM'. OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOWN BELOW J015T5 TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM SUMPS DOWN BELOW J01515 f F -2 1 F -5 F -S (5 -10) F -11 l F -12 F -13 5 -14 5 -15 2X6 OvEFa"FR4I ING • 24' 00 2X6 CEILING /045T5.• 24' 00 4xt2 ICNAL DOTd'ER', OPTIONAL DORMER Q Scab 1/4'.1' -0' (Z/ CITY GF TURWRA APPROVED JUN 0 7 2000 As NORED BtflLDtNG D11/1210N SYMBOLS & LEGEND k„ PONT LOAD FROM ABOVE. POINT LOAD FR011 ABOVE W/ LOADING POINT LOAD TRANSFERING DOIN W V z 0 U z 0 HI 02 lam;) Cr) CO co 8 LL V. 1— CD .a; . M cn°)c� CD if) '.qREI D CZLCI) cm EC OFT wit, `' APR PERMI C 1 '5 POINT LOAD TRANSFERING DOWN W/ LOADING HANGER POINT LOAD TRANSFEREE, SY KIDGER ' HOLD DOU.N WITH SIZE DESIGNATION 1 vERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR.BELOW -sT54 — 'i:HORIZONTAL;.STRAP W'IT5 SIZE DESIGNATION 'INDICATES BEAM CALCULATION .WITH INDEXED NUMBER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL 1 WALL.460v5 larissmisc WALL, 555OW NOTE., UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE 05441/446. UPPER FLOOR /LOWER ROOF FRAMING PLAN. SHEET A4 ELEV. B SYMBOLS AND LEGEND El FAN- DIRECT VENT TO OUTSIDE - BATHROONS/LAUNDRY 50 CFM MIN. 1CITC:IEN 190 CFM MM. -WHOLE HOUSE FAN 100 CFM MIN VTOS WHOLE HOUSE EXHAUST FAN CONNECTED A 24 HOUR TIMER - 100 O M MIN., VTO IT THERI-105TAT • 50' ABOVE FLOOR 110v SMOKE DETECTOR PER UBC WITH BATTERY BACKUP INTERCONNECTED 24 HOUR TIMER TO UIHOLE HOUSE FAN MECHANICAL, PLUMBING, AMC, ELECTRICAL SYSTEM FOR UNITS: PER DIV. 15,16 SEE SHEET AI A. PROVIDE 6' DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR PLENUM AT FURNACE WITH MOTORIZED FLOW DAMPERS. B. PROVIDE THERMAL EXPANSION TANK AT WATER HEATER C. STRAP WATER HEATER TO FRAMING TOP AND BOTTOM. D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. 5V-0. J-9 t/2J -9 L 3.1. f ROOF L11E SHOO g�- RODE L:.E BELG U f 4' -11/2' 10-3 12 f' -41/2• f 2' -411/2 f 4•_9• S' -5' 4' -10 I/2• 11 -0 1/2' UPPER FLOOR PLAN'. ScaMV4•C-0' GENERAL PLAN NOTES L SEE COVER 514EET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. ENERGY AND AIR QUAILITY INFORMATION SEE DIV. 11 SHEET A -I 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE DIV. a SHEET A -I 4. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 5. SEE COVER 514EET FOR ALL NOTES AND REQUIREMENTS CONCER41140 MECHANICAL, PLUMBING, AND ELECTRICAL. FLOOR PLAN KEY NOTES ( P I OCCUPANCY SEPARATION: APPLY (1) LAYER SEP TYPE TO ALL. WALLS AND CEILINGS OF GARAGE SIDE FROM FOUNDATION TO SHEl4THIN . UF'.AP POST ,AND BEMIS. APPLY (2) LAYERS TO TRUSSES AND 1'J1 FLOG jOiST SEE Dlv. 0)0023 SHEET A -1 13/3' MIN SOLID CORE DOOR WITH SELF CLOSER TO BE TIGHT FITTING SEE DIV. 010025 SHEET A -I STAIR ASSEMBLY NOTES: PER USG SECTION )0233 -- A. HEADROOM MIN. 6' -8', WIDTH MIN 3' -0'. B. TREADS 10' MIN. DEPTH, RISERS S. MAX HT. C. HANDRAIL MU4 34' TO MAX 38' ABOVE TREAD NOSING. HANDRAIL I I12 MN. TO 2' MAX CROSS SECTION DIMENSION AND I in' MK CLEAR FROM WALL, RETURN RAIL ENDS. D. INSTALL FIRE BI_OCIKIN3 AT STRINGERS TOP A'D BOTTOM AND ADJACENT WALL(S). E COVER USABLE SPACE UNDER STAIR W/ 5/8' TYPE 'X' G.W.B. (2) LAYERS c .CEILING AREAS. F. INTERMEDIATE BALUSTERS SHALL OE SPACED. W/ LESS THAN 4' BETWEEN BALUSTERS. SEE Div. 010026 SHEET SAFETY 0 47JNG PER UBC, SECTION 24E56 A WINDOWS 11X240 18' OF FLOOR B. WINDOWS WITHIN A 24' ARC OF DOORS C WINDOWS AT TUBS AND SHOUTERS D. GLAZING N DOORS E WITHNSTAIRLELLS F. WITHIN S.' OF TOP OR BOTTOM OF STAIRS SEE Div.,00000 SHEET A -1 I P -2 ) (P -3) ( P -4 ) ( P -5 ) (P -61 ( P -T 1 (P -81 P -9 ( P.101 ( P 11 (P -121 P -13 1 (f -14) (_P -15) ( -161 P-I, (P -IS ( P -0 1 (P -20 ( P -2I,1 ( P -22 ) P -23 ) P -24 ) EGRESS WINDOW PER UBC, SECTION 310.4 SEE DIV. 08600 SHEET A -I IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE TO BE 1S' MIN, ABOVE TOP OF SLAB. SEE DIV. 6 SHEET A -1 COVER WALLS ADJACENT TO TUBS AND SHOVERS WI74 -1 NON - ABSORBENT MATERIAL TO 70. ABOVE DRAIN INLETS. SEE DI, 09250 SHEET A -1 (2) LAYERS OF FLOOR SHEATHING OVER FRAMING 8 MAX RISER WITH 101 MIN. RN IF MORE THAN C3) RISERS, HANDRAIL REQUIRED PER LOC, SECTION 1006 51-EET A -I 18'224' CRAUTL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE DIV. 010022 SHEET A -1 22 -4TTIC SPACE- ACCESS 5/ 30'. HEAD. CLEARANCE. INSULATE AND WEATHER STRIP. SEE DIV. 01002.1 SHEET A -I FLOOR MATERIAL BREAK LINE W14LL- LINE AB0vE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: A DIRECT VENT FIREPLACES, INSTALL PER 2105. SPECIFICATIONS, SHALL CONFORM PTO UBC REQUIREMENTS. SEE DIV: 010024. SHEET A -I B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENTS. SEE DIV. 010024 SHEET A -I C.', -IEART 4 SHALL C0T0-001 TO UBC REQUIREMENT. SEE: Div. 010024 AND 9 SHEET 4 -I D.'; 5/8' TYPE 'X' GU8 ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR 007052 OF WALKS AND DRIVEWAYS 3' DIAMETER. STEEL POST 36 GUARDRAIL PER UBC 5092 A AT STAIRS SLOPES. AT 36' ABOVE STAIR 40514/35.. B VENT FOR MECHANICAL. I' CLEARANCE ALL SIDES PER UBC SEE DIV. 15 SHEET 4 -1 PLANT SHELF UPPER AND LOOTER LINEN. CABINETS SOFFIT AREA INTEGRATED MAKE UP AIR. 226.5TUD5 W/ 0 -19 INSULATION MIN. Zip 06 ( CITY- OF DMA APPROVED ,RUN 0 7 2000 AS WILD 0JLDtP]G 0M5ILTN `~ rr�� ..r /) U Q o 0 a yd Z N O w x Z FT a Q o 0t pa CA r 4.1 O TIRE J08 NO 15221 GENERAL FRAMING NOTES I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2, SEE TYPICAL MATERIALS UST ON SECTION SHEET 3. SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMEING, AND ELECTRICAL. 4. TRUSS DESIGN BY MANIF. TRLSS PLAN 5140U.N 15 FOR GENERAL LAY°, ONLY SEE DIV. SIO0 SHEET A -i - TRU55 LOADING 5EE Div. 010001A 5H'5ET A -I - TRUSS SPAN PER FLOOR PLAN5 - TRUSS 1 T -o PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACIN'a, 24` o.c. UNO. 6. ROOF PITCH- EXTERIOR FER ELEVATIC.! INTERIOR PER SECTION_ ?. 4-TER TAIL 0:4. vERE5. S. ROOF TAIL AND RAKE OVERRAN. PER ROOF PLAN 5, ALL HEADERS ARE ,410 DF 2 LINO. PROVIDE (1) TRIMMER STUD UP TO 4•0• SPAN AND /2) TRIMMER 55Ub5 OVER 4' -0' UN0 SEE DIV. 06100 SHEET A, FRAMING PLAN KEYNOTES BACK FRAMG AND SOFFIT AREA AS R'£G811�D TO M ALCLI FOR HYAC DUCTING. SEE DIYIS SHEET A -i RAND PONY WALL ON TOP OF LOWER ROC= FRAMING MEMBERS SUPPORTING UPPER ROOF FRANE MEMBERS. ALIGN EDGE CF JOIST WITH FACE OF WALL A N ACE OF LIG N51DE UJ4LL 4M FACE OF 15E WITH OUTSIDE F UPSET - BOTTOM OF BEAM EVEN W/ BOTTOM OF t '.FTB JOIST AND TOP OF BEAM EXTENDS UP ABOVE J TOP.00ISTS F BEAM 15 FLUSH WITH BOTTOM OF JOIST WITH NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEMs FOR ADEQUATE'. SUPPORT. ATTIC SPACE VENT SEE CALCULATION SEE DIY 0002 SHEET A -I FLOOR JOIST -: SEE SCHEDULE DWG. SEE DIY 06100 SHEET A -I SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT. PRESSURE BLOCKING SEE Div. 06100 SHEET. A -1 FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS TOP OF BEAM FLU51-1 W/ TOP OF JOIST AND BEAM EX;0NDS DOUN BELOW JOISTS TOP CF BEAM E• BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER BEAM 450 BEAM BUMPS DOUN BELOW JOISTS t F -2 J I. F -3 F -6 -5 1 21))0- 121 _J CITY Of TUKWILA APPROVED .It1N 07 2000` AS. NO FED UPPER ROOF FRAMING PLAN' 5041.E 1 /4'.I' -E 2X6 OYES:FRA-IIN3 • 24' OC 256. CEILING .10I5TS • 24. OC ROOF VENT CALCULATION BMW ON 3 2- 1/21401E8 PBt VENT BLOCK TOTAL ROOF AREA 1628. 5F/3UU .643 SF OF VENT AREA REQ 83 % AT EAVE . 342 REQUIRED.. 37 I % • 36' (MIN, ABOVE EAVE • 231 SF REQUIRED 3 ROOF. JACKS AT 50.SQ IN EACH.1fi0 '. SQ. K. 104 SF 965 LP. OF SAVE VENTS AT 52. SQ. NJLF.4966 60. IN -345 SF _. GABLE END vEMS AT. x 5Q IN. SF _ GABLE END VENTS AT _ x 5Q. IN 5F 6 GABLE END VENTS AT 24 DIA -140 Sa IN, -97 SF 1 TOTAL VENTS PROVIDED ROOF. J/V V'3 •'.1U4 8F EAvE VENTS ...345 5F ,.. GABLE END -. SF ..VE(TS TOTAL SF OF VENTS PROVIDED ..546. 5F • AREA MAY BE I/300 IF A VAPOR RETARDER IS INSTALLED ON THE WART SIDE OF THE ATTIC. INSULATION. MC 15053.2 • EFFECTIVE VENT AREA BASED ON A 30% REDUCTION DUE TO I/4' MESH SYMBOLS & LEGEND POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING .POINT LOAD TRANSFERING DOWN POINT L0AD TRAN5FERNG DOWN 51/ LOADING.. HANGER POINT LOAD TRAN5FERED BY KICKER 4 HOLD DOU.N WITH SIZE DESIGNATION :AA..., VERTICAL WRAF, WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW' 5755! _ IZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH INDEXED NUMBER EX7EFlT OF SHEAR WALL TYPE OF SHEAR WALL 1 . 1 WALL ABOVE : WALL BELOW NOTE: IUNLE95 OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THE' DRAWINGS 50 50 TILE JOB NO.: 9915221' SHEET ELEV. B 2 ricTal i-17'6115N 24 DIA GABLE r vENT 1 r 1111111111111111111111 'Mil MI Mill Miff _i■1■1=s1=11._ mina SIDE ELEVATION k. 112 TOP CP PLATE ,ws1.1-1DR. zA \ ii 1 SPEET SIDING LW vERTIcAL SCORE LINES 111111111111111111111111111111111 12:12 REAR ELEVATION j■T [ opT. WIN. SWEET SIDING W/ vERTICAL SCORE LINES • opt. Wit•L ----ROME. Kr, 21-6' PER SITS- PLAN 11111111111111111111 SIDE ELEVATION 5. OPT. DCPSTIBR ris 1 • raw•atrum midirjamminemm EIM111 11111111111N1111111111 nun 1110110911111111_111 1111111111_01111111 11101111111111111111 1111111 111111111r ,^4111111mil . umui1111 111110011111 MIMS , do ' Venial 1111111111111 ganmimmempl1M1111111111111111111u1P, _"... IIII imonsinimminneummoontry Amu itmontermunimmin ounernpv mum kimpummumunbils 1 Wimp - 111111111111N111111101 I I ■ 11 ILL 11 i!_ji ! inlinininitHWInninWr 1 1 , 1! ' 1 ! , ifiginfinniningifirn ' 1 1 1 i ' 1 i i , IMMOMMIIIP; 18. DIA CABLE BO vENT 51411.LE BID1. 2. TRIM PLATE DEN111, OVER 2XE, 1<410)1 —51D4:5 milinimilEIM111111111111111111111111 511111111111111111Mamirai 6. P0.5, 2. TIR.O1 FRONT ELEVATION TYPICAL BUILDING MATERIALS ROOF CONSTRUCTION ROOFING: (DIV 7) BUILDING PAPER: (DIV 7) SHEATHING: (DIV. 6) FRAMING: (DIV. INSULATION: (DIV. 7) SOFFTD (DKV. 7) GWB: (DW. SHINGLES )DIV. 010003) 30* BUILDWO PAPER 7/16. OSB OR EQUAL PER PLAN R-30 BLOWN-IN 1/2• RESAVIN PLYWOOD 54• GWB EXTERIOR WALL CONSTRUCTION SIDING MATERIAL: (Dy. 7) BUILDING WRAP: (DIV. 7) SHEATHING: (DPi. 6) IWMIULATIoroSg. GWB: (DIV. 9) FLOOR CONSTRUCTION sFtomoFtworii:: Tar: 411 FRAMING: (rIV. 6) INSULATION: (DIV. 7) SOFFIT: (D)V. 7) TRIMIDIV. 6) WINDOW: (WITH NO BRICK MOLD) CORNER BOARDS: FASCIA WOOD SIDING (DIV. 01005) 151, BUILDING PAPER 7/16. OSB OR EQUAL 2 X 4 STUDS AT 16° GC R43 BATT WI INTEGRAL VAPOR BARRIER GWB FINISH PER PLANS (DIV_ 01005) 3/4° TAG (PLYWD, COMPLY, OR E)5) PER PLANS R-19 BATT 1/2• RE-SAWN PLYWOOD HEAD: 2x4 JAMB: 24 SILL 2s6 INSIDE: 272 OU7EIDE: 2x4,2.3 2x8 UNO FLR J0T.Ft°R FLAN Foyer gift FLR AT PER FLAN raArtr. JOB NO. GITY OF TilitiVtLA APPROVED JUN 0 7 2000 AS NOTLO SHEET tit 0 2X4 TOP PLATE GARAGE DOOR FOR (SEE FRY. FLAN FOR SU) NAL NEA1FRYs TO FOR UV 8d NABS • 3' OC. • 51.8- WALL LOC. .0. ON 6WIR WALL SCE®. 1 h4 STUDS -NAIL SFEATHHG &Sri NAILS • 3.0C TO EAO4 STIR .0. CH SLR WALL SOED. N4L Bd NAILS • 3' OC.• ALL FOS, HMS, 4 6 5.0. LN SHR UW1 SCFED. 2 2x4 AT ANY ST4E.AT44ING JOINT 1/16 OSP. SHEATHING (NEU TO BO RD FO TIE ANOIOR (NAIL TO BOARD FORM BEND IP AFTER CONCRETE CURES/ USE 38 -1660 IB HAULS EACH L UNO. 2 -2X4 PLATES, NAL SHTG. TO EA ELATE E'BED.1341 UNO. ON SHR WALL 5C44m. CONTINUOUS FOOTWs TTP. FLOOR MATING PER PLAN (DIV.69LEET A-U TIP. EXTERIOR LOLL COAST LOTION FER FLAN MTV.6 SHEET A-1) ) LOCATE SFgATNRG JONT • CC M. VETOER 8-&7 BOARD LOCATE WEANING JONT • Call .7 /SHEER CRIPPLE WALL SEE FOU DATIOI DETAIL/&) ®APA LATERAL RESTRAINT PANEL ' CRIPPLE WALL 0 FOUNDATION 3/8' =10' rr�o-u8TDG -11z 0810- 0330- -- __ TCP CF W u >�OP OF FT. $H IR'.,,CLEAR •1 OFOU DATIO D AI 1$ 3/4 =10" I/1 SAID' AB. IOU A6' 6a. STEEL PLATE WASHERS • 4' -0' OL. (DIV. 3 SHEET A -I) EXCEPT AS NOTED CH INEARILIALL SOEDILE l' f1Rt EPEED. (1) 4 BAR • TOP 4 vERT. 8X1 • U' oc (DNS 3 SHEET A -V 4 VERT. J- BAR•6'oc (Div. 3 SLEET A -I1 NCRL BAR•10'oc OVERLAP CHIN) .1v. 3 SHEET A -V 4 BAR •O'oc L•1' -b' (DN.3 SHEET A -11 TGNRRE 4' FSW. FIG. DRAM WFlLTER N 24' GRAVEL BED.: (DIV. 2 SLEET A -I) (4).4 BAR C04T. (DN. 3 SHEET A -I/ SOLID suB6TRATE 4' GONG. SLAB OVER 4' R7OC OVER vAPGR BAFROR ,: a a BASEMENT SLAB MUST BE M PLACE PRIOR TO 1 ..LLD,. ._� HILL B A ND ST LUALL_N BA6FM?It NO EA STEM WALL • __ *OP OF 6) ABk HU HY ¢,YOP OF FTY+� 1 618 • •i TTOP CF J -BAR 1 V2• CLEAR .. '.. 03300. 00000.2} l/2. 4 _ AB. SV 25(2, A6' 5Ll STEEL PLATE WASHES • 4' -0' OS (NOTED TSWEARNIIL saextLE 1' MM @'BID. 4 2 -BARB • 24' oc BIND CUT NTO SLAB M vERT. BAR.• 10' oc (DN.3 SIiET A -D 4 FDRZ BAR • b' a IDN. 3 SWEET 4 -) S VER . J -BAR • 8' oc (Div . 3 SWEET A -U M W)) 41 • �•o^- 1,6.OVERLAP (MM) (DIV. 3 SHEET A-U 4 BAR • )2' ec L.2'-6' (106.9 SFEET.4 -)) , 4 TGLIILNE 2' -0' B• 1' -0• FOU DATIO D TAIL 4' FEE FTYx DR4N WELTER N 24' GRAVEL BED. (DN.Z SHEET A -U (4)4 BAR CCHT. (DIV. 39I41ET A -U SOLID SUBSTRATE 4' CGNG. SLAB OVER .4' ROCK OVER VAPOR.BA13•lO2 3/4=1-0' 2x H IIIIt)1111 - N�111= III Till i III r 11 =Wnu- Tun NRIN- NINON =4 =fN8i VOU IIN iN 514111}= z11U1t9'UUII nn11c11Ui4_I =NINI=BNIaNINI�IIIiIInti OW23 ADD BAR$ To MATER REt4FORGNG PER PLANS LSE GEEXCAVATICN STEPPED FOUNDATION DETAIL 1 nm•-i_ NI =1 - TTP FLOOR FRAM. PER PLAN (DIV 6 5FE7T A-V 1tP. EXTERIOR WW1 CONSTRICTION PER RAN (Div.6 SHEET A -U Rll1 BOARD CRIPPLE WALL eon, 5}EET A -U SEE EDUCATION DETAILS) CRIPPLE WALL O FOUNDATION 3/4 =10' 08100- 03300 -07_T$ IITATATINTAI �T17�T11TiF11MST�Ti f I PER PLAN TIP. EXTERIOR WALL CONSTRICTION PER FLAN (DNS 6 SHEET A -U TTP. FLOOR FRAMING FE2 FLAN (DIV.6 SHEET A-V °.ACID BLO'CKNG OVER SUPPORTS • LOCATE BEAM. COFPICN 1'S7`L'6R JOINT R31 BOARD >x3 i Cu. 6CrrIT Yc74T. 42 RE64 4 Nt (18XD • SCFRT TREATED MD SILL SEE FOANDATION DETAILS 9 FOUNDATION DETAIL TTF .TEROR CALL CONSTRICTION PER 19_4,5 CDA' S SET A-I) CCNC. OVER 4. ROCK OVER VAPOR BASER R -iO RIG. E6PATiO4 2X10 TREATCD PLATE OFFSET 3V4 SEEFOkDAGON DEALS 3/4 =f-0• TYPCAL EGE. 63 RUILL >DN PH2 MAN (Di,6Sys•+ -9: C AR SPACE E•B.E.D•GPAPER HOCKED DID RH`6R7.Y' S3 TE 10 ERRING EV.2SOL FT. .e.v 4 Sie•c AU F1480.RT V$Bi CONT FLA.NG SWEEP HOLES • 4'-10. O.C. TREATED Rua Sli:(DM 6 B eE-r A-D SEE FOYAATI. DETAILS FOUNDATION DETAIL 3/4 V-O VY EFOITIMILIMMIMEMINABUI MEM It ir' Sl mo. -. + � RrdR SPACE ��_E_•._, T AUR SPADE -141 •'�., �l VAP)))) � Tn. *D1,6 T1'P fee GOPTIOFf?HOER 4,ERFti v GRADE COMTO% FOUNDATION /FRAMING CONNECTION (3/4=r -or 03300-06.00-02 >TIMpTaun t'iTO_(i l I I GS JIIIf '� •z •H�8181� Hilt =illy ET.. DOOR AND RENS (Div.. 6 SHEET A -11 DOOR TI4f(ESFIOLD FLA1%45KT AS REDD. (DIV. 1 SHEET A -I) 1ERVESTRAL RASHNG 4' CONC... OVER 4' GRAVEL BED (DIV.4 SHEET A -U Jx0 -.Amp TPESf.'G. TRPT RIM JO/ST T(EA"vD MUD SILL (DIV. 6 SHEEP A -U 4 VE RT. RE-BAR FROM STEM! WALL STABBED MO SLAB TIP. FLOOR FRAMING FER PLAN (DIV 6.E4EET A -I). NorE INS NOT ie IEffi AT 64EARIN4115. ^ EXT. DOOR THRESHOLD DETAIL 04200-0”:042.201 • 3/440 ` ROORiTFl4'lYs FT32 PLAY tI a sFEET aD In EXTERVJR @'2L COJSTRGR04 FLAN CONS& SFfft A-U S148ATV4UL: JOINT • BLGL"LEG OR JOIST • SALL RPf BOAR) CANTILEVER FRM'G AT FOUNDATION . FURRING DETAIL 3/4: =f-0" 0230- O33OO- ¢_T. 3/4 =f-0' I ALTS. .'=- 110B-NI ill =1lil TTP. FLOOR FRAMWs E'ER PLAN (DV. 6 %ELT A -U BLOCKNS OvER BEAM BEAM PER MAN �"��'��in1�1liiT.i ammortimis sus NIA SCAB TCGETIER W) HALER EA SIGE AT BEAN SPLICES USE 1x4 SCAB EAO77 SIDE POST . PER PLAN OVER NERVE6TRAL GE : Faun k PER PLAIN HAT o)DT6IG FER FLAN (1) COAT. K B4R A35 RAMSET'TO FOOTRG Fax PO6ITNE COMECTION' PER '.ARBDICTIONAL _8111= tll ° POST/FOOTING CONNECTION 3/4740' . 0620. 03330- '1}:_T.4 �G 3/4 -0' so- Iff,,,,ro: i � �kO • sEE 101DETAILS flNl�_I- iliN= dill= 148-1 06100. 03900 -2LTA V 1 t ` uA fJvl ✓.J HPJW OPTION Al ITJlT�A \TlTIIITiT ®T -.. TIP EXTERIOR WALL CO441R(CTKx4 0.92 FLAN (DIV 6 SHEET A-4) 4.aFIG SLAB OVER 4' GRAVEL BED (DNS 3 SHEET A -U TREATED 1TD SILL (DIV 6 SHEET A-V SLAB ® STEM WALL 648E FONUATION DETAILS 4 IHIII �>� 08100.03300.04_T=A TTP. F LL WDTN TREATED MD SILL EuNGE 2 PER MFG TTP. ROOK R?A'NG PER 9404 CON 6 5FEEf A -U Da. DOOR AND FRAME (DIV. B 614EET A -U DOOR THRESHOLD FLASHPG AS REGD. (DIV.1 SHEET A-17 FERVESTRAL FLASHNG 4'. ca4c. SLAB OVER 4' GRAVEL BED (DIV. 4 64ET A -I1 ■ TREATED MD SILL (DNS 6 SWAT A -17 i' 41F+bP4G 171? 4 V'ERT. F4i•BAR R•Lt'I STEM WALL 811EBED NTO SLAB + POST OD BEAM FER FLAN EXT. DOOR THRESHOLD DETAIL 3/4•1ROT ra. oatoo- 03300 -06 ' A TIP - FLOOR FRMRY= FER PLAN: (DIV. 6 SSHEET A -11 MCERJOR WALL CONSTRICTO FER PLAN (DIV. 6 61-EE) 4 -1/ TREATED MUD SILL... J SEE FaNDAITON DETAILS P09T ArID BEAN PER PLAN FRAMING/FOUNDATION CONNECTION 13/4 =1.0' TJ N •x40 AB, W/ 2'X2') 3)1 SD_ STEEL PLATE GASERS • 4' -0' OL. (DIV. 3 SHEET A -U EXCEPT AS NOTED ON SWEARIl4L SCHEDULE l' 11X1. EMBED. •4 9ORZ BAR 10' O.C, 1' -6' GORIER OVER-4P (D M 3 SHEET A -1) 4 VERT. BAR 6AI'E 45 STUB STEEL SPACNG. (DNS 3 SHEET A-V TIGIBLNE DA14 PROCF@G /DN. 1 SFBET A -U 4 STUB STEEL FRG1 Fr. • 'S' OC. (DN. 3 SHEET A-V 4' FEW FTi) DRAN IWFLTER M 24• GRAVEL BED MN.2 &BEET A -U SOCK GJESTR4TE 12) 4 BAR CONT. (DIV. 3 SHEET A -11 FNISFI GRADE 1 f� I Kd nN 1 �pppp �91J11111- 144= 52.0x10' AB.'JV 2'M'J6JI6' Sa STEE_ PLATE... RS • 4.-0' OC (DNS 3 SHEET A-U EXCEPT AB NOTED Ok +4ARLALL 50&DILE l'11•1 EFSED. l2)4 BAR •TOP vEfit BAR • O' oc (DNS 3 SHEET A-U 4 VEBT. J43AR• O'. oc (DIV. 3 BST A-V •4 HORL BAR • 10 oc I' -6' OvERL AP MIN/ (DNS 3 SHAT A -V 4 BAR • :' cc (DNS 3 51EET A -V TIGFITLINE a 4` pr. FM. DRAIN WILIER ) 24' GRAVEL B@D... (DIV.2 SHEET A -I) (4) •4 BAR CONT. I . (DIV_ 3 SLEET A -V SOLID SUBSTRATE CANTILEVERED RETAINING WALL 3/44-0' 0030c- 00000-22 ',ATOP Cr FT II_ =118 =11 NIii- 1 In'. CLEAR'.. Tn 10•1310' A8; IV 2'X X 6. 60 STEEL PLATE WA54E% • 4'-0' OZ. (DN. 3 5HEET A -U EXCEPT AS NOTED ON ENEARLIALL SCHEDULE 1. M•. EMBED. 4 2 -13ARS • 14. oc ear, OUT NTO SLAB 4...BAR•b'44 (Div.3 BST A-U 4 HOR2. BAR • 643 (DNS 3 SHEET A -V 5 VERT. J -BAR • 8' oc (DV. 3 SLEET A -U 4 ROTA' BAR • 10' oc t 6 OvERI.4P (MINI (DN.3 SHEET A -V 4 33AR • 12' oc L =1'•b' (DIV. 3 WEE, A -I) TG14TLCE 1'$. FOUNDATION DETAIL 3/4 =f-0' FRAMiNG PARALLEL TO STEi'1 WALL (4) 4 BAR CONT. (DNS 3 SHEET A -I) SOLID SUBSTRATE 4' PE F. FT 4 DRAIN W441LTER N 24' GRAVEL BED. (DN.2 SHEET A -V 03300- 000004e TIP. EXTERIOR WALL CONSTRICTION. PER PLAN (DIV. 6 86(4(1 A -V LOCATE 84484168-48 JOINT • COMMON MEMBER Rn18O4 TTP. FLOOR 1 4- A -1) )) s PIM FLAN S (DIY. 6 SHEET A-1) CITY OF TUKWILA TRE4Tw MD SILL APPROVED NEE FOUNDATION PETALS) JUN 0 7 2000 FRAMING PERPENDICULAR TO STEM WALL AS 180 (t) i I►-- TTP. FD(TEROR gli L� .ION PER PLAY (DIV 6 SLEET A -U LOCATE 84 EATHW43 ,AMT • SOLID BLOCKSG • RR JOIST • EXT. WALL PONE LOAD BEARING MR PLAN .... MD SILL SEE F422AT1(N DETAIL(61 �.. TTP. FLOOR RRAMWG PER FLAN' (DIY: 6 84414 )) (FRAMING /FOUNDATION DETAIL 3/4=10' 03100-03300-01-74 0 NOTE, DELETE RAIL WHEN FINISHED DECK ELEVATION 15 30. OR LEW - BATES_ EXTEi±6• ABOVE BA- alai CR ABOVE FINISHED GRADE. ABOE ELLEN IG9_ 2x6 TT'FCA �Z'i COSi`a.. N TM CLR FOR VEV`.?C -. 2x2 • 5 OC TCLR Da, STUN EX NOT TO EXCEED 4' SOLID BLOCKING OVER SUPPORTS 5/4 x 4 TK CDR UCK'G ATTACH LEDGER UV 2 ROWS OF IR. LAG BOLTS AT 16. oc TYP. TJI FLOOR FRAMING PER PLAN 2x PONY WALL • 4x BEAN 15'ZE TO REDUCE NUMBER OF POSTS • 1 STORY CONDITION OR UHBN POSTS EXCEED 4' IN LENGT4 SCAB W/ 1X4 EA SIDE TT GREATER DEPTH THAN JOISTS) F•I1644 LANDSCAPE GRADE FOP M O R FE H BWEH O W FMISH LAtJDSGAPi.NG1 ON SOLID SUBSTRATE .� EXF •TRW TAIL 2X ELOCIT31. INN (3 5242'. FLIES WRN 5.4:E4 IEEE ELL-YATIOI t' DA PER c.EY+'TC#. !`TFL EXTEROR WALL C05 ,..,, RAW..., ST.T ATP DBL CR G....R TZ, . MLR, ROOF CONSTR aN OTYP. 3/4! f-0• oec -0611 _T DECK CROSS SECTION (n FRAME OVER WALL DETAIL J a 3/4 d-cf (SECTION m BEAM 10 3 /4-f.. L !\ 1 e 4y rat MM t//1„.... WE HEY ; ffff A35 \ EXFOWD RAFTER isa 1-FP. GUTTER TYPICAL R LF CONSTRICTION TYPICAL BOOR CONSTRICTION HI• AS' OC. AT OUTSIDE FACE OF WALL WO ON SPEAR WALL SCREICILE 2X BLCCKS6 WTH 13/ 2' • HOLES LUIS.' SCREEN PER PLAN FASCIA PER ELEVATION HP. EXTERIOR WALL CONSTNSICUON EAVE DETAIL 3/4=1' -O' TASt1Y -•ai ?+ SCT JGHT, 511E PER FLAN. PR2v DE FLASH G AS RECCH ENDED B1' PEG. 2# ORB TTP.'. 1•4 • ROOF AND FRAM .s tB IBER5 ,TP. GCB. • CBLtNG RCM FRAMNG PER FLAN O SKYLIGHT FLARE WELL DETAIL 3 L [ 1 4Y� �If II NA LL STUDS BEYOND vet LIT. BLOCK AS NEEDED SW FLAN - WE PLAN FOR TTP -RSE a RN DPE361Ca6 3/4' PLYWOOD RI5E2 11 UA DEOARD TREAD WIN EASED NOSNG 3 2x STRFGERS TYPUNO.CT3R32 STRWAER WTH 2 -.2x4 STRM BACK TIP NAIL MALI. SIMMERS WT N22 16d TO WALL SUDS TYPE x GWB. A6 REaIFED SEE NOTES BELOW .KICKER PLATE L READRGCH Mitt 6' -8'; IRON MIL 3'-0' PER 4. INSTALL r ELOCK,G • STRBY�3TOF' use IL'Obb t BoTTQI N ADJALBU WAL11W FIER UDC 1, TREADS S. MN DEPON. R19ERS 8' MAX T✓F7GNU SEG'1082 3. LLANDRAL 111N. 34. TO MAX 38` ABOVE TREAD S. COVER WABLE SPACE ENDER STAIR WIN' NCEAPG. ILY.DRAL I VI' MN TO 2' TV. MOE6 62 TYPE -x GTID, LEE .2 LAYERS• SECTION DHEJ3KN / 1 I2• MIL CLEAR FROM CFJLIG AREA. WALL, T¢TFN RAL ENDS PER IBC sEc 70069 6 NlE'IEDLATE BALUSTERS SMALL BE'SPACFD STAIR SECTION DETAIL 3/44-0• (1 FER PLAN GABLE END DETAIL TYPICAL ROOF CCIWRIC11.1 TRH PER ELEVATION BAYS BOARD PEF2 ELEVATION 2X4 SABER FOR MARIE - NAIL THRU SKIP STEATHIG WITH 16• • O.C. TTP. 2X4 OUTRIGGERS • 4' CC. WT14 2X1 BETUEEN FOR TRH TIP. EXTERIOR WALL GONSTlalcna• 3/4 T—O PER PLAN GABLE END DETAIL SEE ELEV., 06100- 07900-02 ITYP. ROLF CT) 2• MIL CLR FOR VENLIG H • 48. OCC AT O TIDE FACE OF WALL WO Ol SYEAR WALL SCFEDILE 2X BLOCKING WTFI !3) 2' . HOLES WM4 SCREEN EXPOSED EAVE DETAIL OYER•MY PER RAN TRUSS TAIL RYP. GNTERI FASCIA PER ELEVATION TTYP. EXTENSOR WALL ,CONSTRCTIONI 00100.07300 -12 u3 /4• =1'-0' -f- TYPICAL ROCP CCNSTRICT1cN RAM PER ELEVATIONS BASLE TTP. SEE ELEVATION 2X4 BAOOR FOR r34 .e - MAIL Tim, SWAT..r MIR IBA • ac. TIP. 2x4 OUTRIGGERS . 4` cc. UN ..:':2X1 BOWEN FOR TRH J BLOGKNS AT GEL. LINE 2x4 LEDGER • INT GELLING LPt fTYP. EXTERIOR WALL CONSTRICTION 08100o7300 -13, L / s P fI+`J 2X8 BLOCKRNG TYP. ■ ► , \EXP09ED RAFTER TAIL fte / HP. GUTTER ft TYPICAL ROOF COPISTRICTTO4 2' MIN. CUR. FOR VENTING OUTSIDE FACE of WALL WO ON SPEAR W4LL ECFEDILE IX BLOCKING MI (3) 2' • HOLES WTN SCREEN OVEPJNANS E'ER PLAN . EAVE DETAIL 3/4"4-0. CITY OF TUKWILA APPROVED iUP 0 7 2000 AS NDfa) ASCIA PER ELEVATION 'iriLGPF!G Dmn,o, TYP..EX1ERIOR WALL CCNSTRICTIp1 08900.O7300 -O4 co c5 ♦♦^^ Ln v, CO ('7 in 8 N (1) 0 CA., rt_ >_ 0 Li CD CL-C z°! m� QRECENED cm of ..41... .cclo'cp ! ! --; n ApR2S2t:, ?ERMIT CEN -E JOB NQ SHEET TTP. WALL cats -maim UTN WU_ SEATHG PER SCEDULE BOTTOM PLATE NALFG FER S.EARNLL SCHEDULE TJI ELOCKN TOP. TJI FLOOR CONSTRUCT. TOP .AA IS/ SOMME earn,. LATE MU. PM SEAM.. SCEStLE F. EDGE • FELD RAU. FERGOAMIL TA ELOCKT TM, TA FLOOR CONSTIR CTICN TTP NALL G.c>wstRturat EE'Ffv . Ski S!EATHi PH25CiF717.E SHEAR WALL SHEAR WALL ()PER()PERPENDICULAR TO FLOOR JOISTS °PERPENDICULAR TO FLOOR JOISTS PENDICULAR 4T 3 /4.1-0► l_1 Borra' PLATE SALM PER S.EARIA i V�JT c PATE EDGE • FELD 44.4413G PER SCLEDG E TA FLOOR JOB PER PUN AWN TA ROOK JOIST tl NAiL. TOP PLATE NA .IM PER BEARSIRL SCEMLE TIP. TA FLOOR CO SINICTION TYP.Y6LL(::alSmucri 4144 TULL BEANS. PER *04B7U4 SHEAR WALL 10 PARALLEL TO FLOOR JOISTS 3/4 =f-0' ®Utter ®ti NAL FLOOR WEANING nos AREA MIT H d•6. oc EDGES IO d•TO'acTIELD BLOCK ALL MGM 10d•6'cc PLTSVOD TO ELDCKLG BOTTOM PLATE HAU G PE2 SFEAFi01 LL SOLE (LE PANEL EDGE • FELD HALM FER BILE TA BLOO. BLOCK ALL FACES PATEL IDLE • FIELD t4SLN PERSCIMI•E TOP PLATE WANG PER SEAWALL SCIEDIIE. TYE IUALL CGRlETWICTEN AIR WALL 51EATING PER Sc!IDILE SHEAR WALL PERPENDICULAR TO FLOOR JOIST- OFFSET CONDITION 3 /4'4-O' 1Om..O 7O-O9 NW- -! NAL FLOOR 64EATI*6 TNS AREA Uhl ISd•6' ow. EDGES IOd• IV' or. RED ' BLOCK ALL EDGES BOTTOM PLATE NALIG PER 51EARULLL.SCEDILE PREL EDGE • FELD NALP PER 904ECE.E TA FLOOR JOISTb PER PLC TA BLOW. • ALL PATE EDGES PREY. EDGE ! FELD NAIU. PER .SCEDIE.; - - Lamm TOP PLATE NALIG PER STEAROWLSCEDILE TT1• HALL couna., -noN UTH 1L4 8EATNWG PER 9CEOtSE SHEAR WALL;, PARALLEL �TO FLOOR JOIST-OFFSET CONDITION 3/4=r-0'. TEL' I imio- oevo -,n o"i ara �jj •T/♦iST 7111YeTllRli1111T1 I EXTERIOR SHEAR WALL PERPENDICULAR TO FLOOR JOISTS s /ir-c' „m�.o 01 Owl -t TOP SCIM LE BOTTOM PLATE'NALING PER NEAR._ SCtEC1ULE d • 6' ow PL:'UD. TO MI JOIST / PATE EDGE 4 FELD NAILNG �'i PER SCIEDLLE TIP.. EXTERIOR WALL CONSTRICTION UTN WALL SHEA.. PER 3CIEDU.E TIP: TJI Ftoce CONSTRUCTION tx4 PANEL EDGE .BLOCKNG... EXTERIOR SHEAR WALL PARALLEL TO FLOOR JOISTS 3%R•f -U NAB. FLA. SEAlli G MI5 AREA IIN1L SOd +6.0.13, 5 NIA •TO'ocF®D BLOCK ALL EDGES 17070-4811O -02: TYP WALL CONSTRICTION um UTALL SIEATHG PER GQEDULE TTP. TJI ROOK CONSTRUCTION BOTTOM PLATE NAILNG PER #EARLLALL SCTEDU.E ID 41 NAL • 6' cc. MILD. TO RR1 JOIST I i I ESCHEMLEFELD NAILING FER 10 d NAL • 6' oc PLM D. TO TJI BLOCKING TOP PLATE NALN3 PER ST✓EARLALL SCHEDULE TIP. @WLL CCN5T91CTION UT 4 BALL 'SFEATNNG',PER ECLEDULE CANTILEVERED FLOOR JOIST 3/4"4-0' I446- J 0 SHEAR DOLELE STUDS AT TKJLDOIIN CONDITION T!F WALL CONSTRUCTION WITH: WALL 514E4711NG FER ECIEDILE - 1 TP. TA FLOORC7NSTRICTION SItPSON HOLDODI PER PLAN ROD SFEARLLALL Sf.VEDU.E 59'PSON HOLDOUH STRAP PER FLAN ASV SMEAR IL41LL SCHEDULE SEE ARCH. DETAILS FOR FOUbATION COVEIONS 4 ANCSIOR BOLT FER S:EARIAIJ_ SCFEDU.E WALL HOLDOWN 17010- 0e17o -1 . Tmmloerro;: Al-IFAR WALL PERPENDICULAR TO FLOOR JOISTS o FOUNDATION 3/4'4-0' r Y If n4TOm300,1 TYPICAL WALL CONSTRICTION 'BATH WALL NE41))) PER 5,,M,LE TIP TA FLOOR CONSTRICTION MOTION PLATE HALM FER SHEARLAL L SCHEDUE TOP PLATE NAL.. PER NENA. . SCHEDULE ANCHOR EMT PER SCHEDULE.. SEE ARCH DETAILS FOR FOUNDATION COTD)1 4N SHEAR WALL PARALLEL TO FLOOR JOISTS ® FOUNDATION 3 /4:,4-0' 11070p -02 1 RaTIKTIMTYTIMTIMST41111 OI I � �I TIP. TA RCOR CONSTRICTION TIP. EXTERIOR WALL CONSTRICTION ULTH WALL SIEATING PER SCHEDULE BOTTOM PLATE NAILNG PER SEAWALL NUM. TOP PLATE NAILTh PER SVEARL4ALL SCHEDULE CRIPPLE WALL (DIV. 6) SHEATH CRIPPLE WALL - SAME AS SHEAF/BALL ABOdE SEE ARCL DETAILS FM FQ5 ATION ccHo oN5 SHEAR WALL ® CRIPPLE WALL 3/4'4-0' 17070- 05806 -03 ann —uon 11111 SEE PLAN SHEAR WALL CRIPPLE WALL - INTERIOR 3/44-0' CRIPPLE WALL (DIV. 6) SHEATHING FER SCHEDULE PANEL EDGE 1 FELD NAILING ' PER SCHEDULE ANCHOR BOLT FER SFEARILALL SCIEgLE (7)'4 BAR Carr. (DTI 3) CITY OF TUKWIiA _l APPROVED JUN 0 7 2000 AS kO[EU trill O )C) DIMT31t)N Deo ALL; IItEO511ATION ON THIS SHEET 15 NOT'NECE5SARIL'r INCORPORATED NTO PROJECT. COOTEDNATE WITH PLANS. DETAIL SHEET STANDARD 8 m flECENED CRY OF TUKN'It2 CZt APR 2 6 207E YPERMIT <=EN c» - WILE JOB NO SHEET;: TJI JOIST .DETAILS SIEARU6LL PER PLAN AND 5 EARIUALL SCHEXI E DOUBLE STUD BOMRT PLATE NALNG PER SHEA 150 -EDULE TJI BLOCK.* BENS PER FLAN O HOLDOWN STRAP AT CRAWL SPACE TYP WALL COSTRICTION WITH WALL %BAIA* PER SCHEDULE DOUBLE STUD BOTTOM PLATE NAJLNG PER SHEARWALL SCHEDULE BLOCKING 940 FILLER BLOCK Dc ELE JOIST oR BEAM F8, PLAN 14 HOLDOWN STRAP AT FLOORS 3/4"4-0• 1070- 08170-28 L_ 16d•6'OL. DRAG STRUT CONNECTION 3/4•=1'-0' SIEATHNG ND NAL1* PERS APS:ALL SCIEw_E 1Y0 BLOOM. 11e30- 96104.30 l21 STUDS AT EACH STRAP BOTTO, PLATE NAILSNs PER SHEARWALL °SCAMJOE SRPSCN MST STRAPPER FLAN 1 SHEAR WALL SCHEDULE I I/4' TREERSTRAND LSL R1 BOARD PANEL EDGE F E71) NAILING PER SCHEDULE TIP EXTERIOR WALL CONSTRICTION WALL SHEATHIINs PER SCHEDULE TYP. TJI FLOOR CONSTRICT. INTERIOR SHEARWALL TO ROOF COND.L H OLDOWN STRAP 0 FLOORS 11i • �1 tllii:U!l!1T$If i TIP. EX ERICRWALL ta15TR1CT10N WTH WALL SHEATHING PER 804E.. (1OKd B.d NAIL • 4' oz. . •EA =RIGGER d NAIL +6'ac. TO MP 040400 24 BA.. h01RM 2•4 BAO7ERF'OR BAS NAIL THROUGH SKIP 9FEAT4IY urn;4 d 2X4 OUTRGGERS • 4' OF. WV JOIST HANGER • TRUSS *ABLE END 1894 TYPICAL ROOF CONSTRUCTION H15 • 48' oa (31 a d TOWNIE • TRUSS L5030 • 4e: BL TO T OCKING TO TOP PLATE OPLYWOOD ROOF CONDITION 3 /4W-0" f eft FER PLAN d•6'oc•max. BLOCKING PER ARCH. DETAILS SEE ELEVATION TYP. EXTERIOR WALL CQ9TRICTION UJTN WALL SHEATH!. FER SCFELIILE PLYWOOD ROOF CONDITION 1Too3Oe1oo -18 3/4•.s1-0' CIO Kd B d NAIL • 4' oc • EA 0.TIRGGER d NAIL • 6' oc TO TOP PLATES , BLOCKING TYPICAL ROOF CONSTRICTION ROOF SHEATH!* ND NAUJ* PER PLAN AND 5I-EAFEHLL SCHED:LE 1344 OUPWGGERS • 4' OL. WITH JOIST HAMER • TRUSS 115 nE•EA TRUSS LS30 +48' oc $ d • •• oc • BL00GYG GIITY Of TUttWlLA BLOCKING PER ARC & DETA S. kPPRO ED A35 CLIP PER 51-E 4RUALL IUN aCHEDLaF 0 7 2000 AS NGFED EtutLD NC orvrItcl, STANDARD DETAIL SHEET btb8 380 RECENED � CITY OE TUKWILA ^ER0.fi'- CEN7EH. Y JOB NO.: TITLE UPPER WALL TO LOWER ROOF CONNECTION 3/4=T-0• SHEAR WALL 0 EAVE SHEET STANDARD SH DETAILS HEDUL MOTE: AEI. ItfC 1ATION ON THIS 644EET IS NOT NECE35ARILT INCORPORATED MT0 PROJECT. COORDRJATE 9ATH PLANS.. TJI JOIST DETAILS i 1 1 LM1 ■ ��9Nl� ■® jam' TO .f IR: . .= It 21— i Ark , Ell r 1!!i edl;rja ILNIIkIlr iiii. , f • y DETAIL 6/62 Ala 0) • i. r LOWER SHEAR WALLS L .ter-- '_ —�.. • v6.40 bad 1.11. �■ �I 1! _ lin I UAW ICU � J ■ ■■ •W - 111r".'""n" ""&" Ai V. �? n wv Nt .62%5'06 > FOUNDATION SHEAR WALLS Seale V6Y.'.. ON GRADE 11 SYMBOLS & LEGEND fp POINT LOAD FROM ABOVE PONT LOAD FROM ABOVE W/ LOADING PONT LOAD TRWJ51}1Q1NG DORI CZPONT LOAD TRANSFEREE DGVN 1.11, �ADNG 4/ HANGER PONT LOAD TRANSFEF? D BY KIOTCERR HOLD DOW U9i4 SIZE DESIGNATION 4„,r TO BE U L STRAP LOTH 133E DESIGNATION ro BE USED ON 14002 eEtau HORII.ONTAL STROP arm SIZE DESICNATICN O MICA/ES DEAN CALQLATION LATH INDEXED N reeER .. EMEM OF SEAR L1ALL TYPE OF SHEAR WALL WALL ABOVE 111ffigant WALL BELOW NOTE:. �E5 OTHERLTSE NOEE17, Ear +G AND '.. CALCULATIONS ARE NOT P'Im/IDED N TFESE DRAWNG6. k lllImo Luim>EIJuI r. e w Ns 1 __ . • z,. 411111111111Fillill" { _ 111 IF-11411 SHEAR NOTES WLESS OTFE WISE NOTED 120KINSEagA E Sis c n• AT.A6FOR DESICIN CRI L. L ALL SEAWALLS SEW ON NE FLOOR PLAN ARE FOR WALLS O4 TIA.T LEVF €TTPLA.LT 5 s- LarrEat 2. ANCHORAGE I5 FOR 51zARIIALLS(P4 ELS) ONLY, WHERE PORTIONS 0= ow LAS A= NOT DES4NATED AS 5F-AR PANELS, NALS MAY SE SPACED • 66' OLITiN) PER TABLE 23 -I-a 3, WHERE PORi20N5 OF SW LS ARE NOT DESIGNATED AC, 5I-EAR PANELS 11-1EN SSFEA:R DE AILS DO ROT APPLY. FOLLOW rum liar 'RE.i1RE'H3TS. PROVIDE TLO 5TIDS .4? ALL. L1A'LD DOLLS L JCATIGNS. 5. SEE TLiNFACEIRELS IWA R/3E3 T5 AND DETASS FOR EACH TTPE OF NOLDOW STRAP, AND C.ONE�rTOR FOR PROF82 NSTALLATICN. 6. ALL FLUE OCD OR fsYP51t1SEAWALLS SMALL HE APPLE HORIZONTALLY OR VERTICALLY ON STUDS EDGES SHILL °...E 5TA&SEREO AT SEGER OF mos AND MOOED PER SC:EDILE i DO NOT OVERDRIVE NAA S INTO REARING. 8. STAPLES OR SCREWS ARE NCR AN ACCEPTABLE ALIBRLARVE TO NAILS FOR DESIC.ATED SNEARA WALL PANELS UNLESS FR E- APPROVED 8Y THE EREL.DEYs OFFICIAL . — t Roan ss rt in- C ROOF SFEATAII WS' 0313 APA RATED SERUM (14,0L LAY GP EVM4NNJ1 V8' CLEAR B OWEN PAWLS TO ALCOBFOR EXPREALOLN4LD!s SWILL EE Sd AT 6'dO AT PANES. EDGES AND R' cc AT NTEREDRATE SIPPOWS. PROADE EDGE CLIPS • 24' OL- • ALL 12LRPFCREED EDGES. eR I O.INFII F DW+RA17 S1E4R430 ®S2.H7pst 2- FLOOR SEATRRYr. 3AP OW TOG APA RATED PLYWOOD (48/24)14ALED AND GUM AIXESIVE WALL COMM TO APA SPECIFICATION AFG eL PROVIDE TOG EDGES AT LLTY PANEL EEI6e3 PALM SHALL BE i0d AT 6' oc AT PAWL EDGES AND 10' x AT Ni93'FDVSTE 51FPOf<TT;t ALLDWELE DL4RRN9 SHEAR• 15x0p2,flo. 3. FLYEL20D SHALL ee LAD Of FACE GRAN P9;FH II-AR TO SUPPORTS AND END aft _� ■�- .11119�iili�'�ri ® ®® tee I% IIei ■RAir. t e I:.iiIIaglerlorr hA MAIN FLOOR SHEAR 51 1 MikVikvea LLS D2 SHEARWALL SCHEDULE 0I -14:- SR1 r LOWER SHEAR WALLS L .ter-- '_ —�.. • v6.40 bad 1.11. �■ �I 1! _ lin I UAW ICU � J ■ ■■ •W - 111r".'""n" ""&" Ai V. �? n wv Nt .62%5'06 > FOUNDATION SHEAR WALLS Seale V6Y.'.. ON GRADE 11 SYMBOLS & LEGEND fp POINT LOAD FROM ABOVE PONT LOAD FROM ABOVE W/ LOADING PONT LOAD TRWJ51}1Q1NG DORI CZPONT LOAD TRANSFEREE DGVN 1.11, �ADNG 4/ HANGER PONT LOAD TRANSFEF? D BY KIOTCERR HOLD DOW U9i4 SIZE DESIGNATION 4„,r TO BE U L STRAP LOTH 133E DESIGNATION ro BE USED ON 14002 eEtau HORII.ONTAL STROP arm SIZE DESICNATICN O MICA/ES DEAN CALQLATION LATH INDEXED N reeER .. EMEM OF SEAR L1ALL TYPE OF SHEAR WALL WALL ABOVE 111ffigant WALL BELOW NOTE:. �E5 OTHERLTSE NOEE17, Ear +G AND '.. CALCULATIONS ARE NOT P'Im/IDED N TFESE DRAWNG6. k lllImo Luim>EIJuI r. e w Ns 1 __ . • z,. 411111111111Fillill" { _ 111 IF-11411 SHEAR NOTES WLESS OTFE WISE NOTED 120KINSEagA E Sis c n• AT.A6FOR DESICIN CRI L. L ALL SEAWALLS SEW ON NE FLOOR PLAN ARE FOR WALLS O4 TIA.T LEVF €TTPLA.LT 5 s- LarrEat 2. ANCHORAGE I5 FOR 51zARIIALLS(P4 ELS) ONLY, WHERE PORTIONS 0= ow LAS A= NOT DES4NATED AS 5F-AR PANELS, NALS MAY SE SPACED • 66' OLITiN) PER TABLE 23 -I-a 3, WHERE PORi20N5 OF SW LS ARE NOT DESIGNATED AC, 5I-EAR PANELS 11-1EN SSFEA:R DE AILS DO ROT APPLY. FOLLOW rum liar 'RE.i1RE'H3TS. PROVIDE TLO 5TIDS .4? ALL. L1A'LD DOLLS L JCATIGNS. 5. SEE TLiNFACEIRELS IWA R/3E3 T5 AND DETASS FOR EACH TTPE OF NOLDOW STRAP, AND C.ONE�rTOR FOR PROF82 NSTALLATICN. 6. ALL FLUE OCD OR fsYP51t1SEAWALLS SMALL HE APPLE HORIZONTALLY OR VERTICALLY ON STUDS EDGES SHILL °...E 5TA&SEREO AT SEGER OF mos AND MOOED PER SC:EDILE i DO NOT OVERDRIVE NAA S INTO REARING. 8. STAPLES OR SCREWS ARE NCR AN ACCEPTABLE ALIBRLARVE TO NAILS FOR DESIC.ATED SNEARA WALL PANELS UNLESS FR E- APPROVED 8Y THE EREL.DEYs OFFICIAL . — t Roan ss rt in- C ROOF SFEATAII WS' 0313 APA RATED SERUM (14,0L LAY GP EVM4NNJ1 V8' CLEAR B OWEN PAWLS TO ALCOBFOR EXPREALOLN4LD!s SWILL EE Sd AT 6'dO AT PANES. EDGES AND R' cc AT NTEREDRATE SIPPOWS. PROADE EDGE CLIPS • 24' OL- • ALL 12LRPFCREED EDGES. eR I O.INFII F DW+RA17 S1E4R430 ®S2.H7pst 2- FLOOR SEATRRYr. 3AP OW TOG APA RATED PLYWOOD (48/24)14ALED AND GUM AIXESIVE WALL COMM TO APA SPECIFICATION AFG eL PROVIDE TOG EDGES AT LLTY PANEL EEI6e3 PALM SHALL BE i0d AT 6' oc AT PAWL EDGES AND 10' x AT Ni93'FDVSTE 51FPOf<TT;t ALLDWELE DL4RRN9 SHEAR• 15x0p2,flo. 3. FLYEL20D SHALL ee LAD Of FACE GRAN P9;FH II-AR TO SUPPORTS AND END aft _� ■�- .11119�iili�'�ri ® ®® tee I% IIei ■RAir. t e I:.iiIIaglerlorr hA MAIN FLOOR SHEAR 51 1 MikVikvea LLS D2 SHEARWALL SCHEDULE 0I -14:- SR1 L/ $'6 7 z z h h 0 0, g g, i i g , ,a,. 4 a aahh a al. 4 4Si§ GI -1 1 1 1 1 T TES 5 5/8' • 48' A A35 1 1601•12. . .d•12' 0 00 PLF V2. GIB ONE SIDE 5 5d. N NAIL •42 Cd 4 5 5/8' •JCR SIDE F FOR O ER 4 4 4 4 T TES 5 50 • 48' A A335 33 1 16d • b' 1 16d • 60' 2 25 PLF (2 -T N N. GLB TLO SIDES 6 6d l l 1 1 T TES 5 518' • 48' 2 20' 1 1641 • 8' 1 16d • 6' G2-4 O OR C COOLER 4 4 4 4 T TES 5 5/8' • 48' 2 20' 4 46d • 6' U U6d • 5' 5B' (4L6 140 SIDES F FOR SA3' F1 -6A 6 6 2 2 T TES 5 50 • 48' 20 i ibd • 5' l lbd • 5' 5 50 PIS F1-5 6 6 2 2 T TES 5 5/8' • 48' 1 14' 1 16d • 5' I I6d • 5' 2 240 PLF F1-4 4 1/16` 059. 4 2 2 Y YES 5 5/8' • 32' t t2' ' 'A1 a 4' . .. s4• 3 3511- F.- PI-3 O ONE BIDE 3 3 1 12 1 1E5 5 5B' • 24' i ibd • 3' . ..:1•3. 1 10 ;'LF PI -310 U USE 3x- STUDS 3 3 2 2 Y YES S S /S' • 24' , , -CLPS 1 16d • 25' 1 16d • 5' 5 545 FLF 8d. 2 2 Q Q ' '.'ES 5 5/S' • 6' 4 435 0.1P8 1 12) ROWS ( (2) RO S 5 585 PLF PI -2 U USE 3x STUDS 8 SOX • 3 S •8. 1 16d•5' 1 16d•4 1/16' OSB. TWO SIDES ( DIA D (2) ROCS ( DEL RT' F2-4 S STACfER S{EATWNi 4 4 Q Q Y YES 5 5/8' • 16' • •A35 CUPS 1 16d • 4' I II6d •AGOG N NW PL.F PANEL EDGES D DEL R IM (2) ROWS ( (2) ROWS F2_3 3 3 1 12 T TES 5 5B' • D. A A35 CLIPS 1 16d • 3' 3 3 d • 3 5 5-ID PLF DSL RE WSH -4 k koseoARD, som C CCC•'N'1G4 4 4 8 8 N ND J 5 5/8' • 48' Q' E Ed • 5' i i61•5., 2 202 PLF /21 0 - • 6FEANKIALL DESIGNATIONS, w E _L r'. A- OR SHEAR Aft TTP. • SHEARWALL DES*NATION6 WALLS Sral• VS'•1' -D'. SHEAR WA T O. VALID UNLE5 LCULATIONS Vl U z 0 V z 0 err( • p924 SHEET ELEV. B