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HomeMy WebLinkAboutPermit D99-0274 - The Junction Lot 12 - New ResidenceThe Junction —Lot 12 City of Tukwila C.,c` ^" "k "D 8 (206) 431-3670 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 -0120 Address: 5594 5 150 ST Suite No:. Location: Category: NSFR Type: DEVPERM Zoning: • Const Type: V -N Gas /Elec.: Units: '001 • Setbacks: North: Water: TUKWILA Wetlands: South: .0 Sewer: TUKWILA Slopes: Contractor License No: TRYONCL013DH Permit Center Authorized Signature: Print Name: DEVELOPMENT PERMIT L/1,44 pm_ Permit No: Status: Issued: Expires: Streams: D99 -0274 ISSUED 04/07/2000 1.1/14/2000 Occupancy: DWELLING UBC: 1997 Fire Protection: NA East: .0 West: .0 Phone: Phone: 425 - 255 -6518 Phone'. .425- 228 -9750 OCCUPANT THE JUNCTION-LOT 12 559.4:'5 150 ST, TUKWILA, WA 98188 CONTACT DON TRYON 14.420 SE 84 ST, NEWCASTLE WA 98059 OWNER TRYON CONCEPTS LLC PO BOX 146, RENTON, WA 98057 CONTRACTOR TRYON CONCEPTS LLC Phone: 425 -255 -6518 PO BOX 146, RENTON, WA 98057 * k * * **'A** ** * * * * * * ** *'A ** * ***'k * * * *A k *** * * ** * * ** *** k * * *** ** * ** k * * **'** * *'k'k * *** A k ** k*.k* A Permit Description:, CONSTRUCTION OF A NEW 2,715 SO FT SINGLE FAMILY RESIDENCE, 462 SOFT ATTACHED GARAGE, 155 SO FT COVERED DECK AND 170 SOFT UNCOVERED DECK. PUBLIC :WORKS ACTIVITIES INCLUDE: storm drainage, sanitary sewer, water'supply, land altering: water meter and access RELOCATION OF..AN EXISTING FIRE HYDRANT :AND ADDI- TION OF.A NEW FIRE HYRANT IN FRIONT OF LOT 12 TO SERVICE LOT 13- PERMIT REISSUED. * A*A** A****** *** * * *** ***** ** * * *'A'k* ***:k *** *** k• A***********' k* ***** * **•A ** *A•* *A* *'AA'A* Construction'Valuation: • $ 245,833.60 PUBLIC WORKS PERMITS: *(Water Meter Permits. Listed Separate) :Eng. Appr: LJM Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: Y No: Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Cut: 107 Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: Y No: Sewer Main Extension: N Private: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N A *AAA *'AA k'A A * **•**'k* ****A**** k'A*'A * * ** k A* k ** *•* ***'A* * **** * *****'A A'A******'A A** *'A'A k TOTAL DEVELOPMENT PERMIT FEES: $ 3,457.73 Ak'A***Ak* kA* A*** k' A* A' A***' AAk****•****A**' kA AA* A' AA*' AA' AA' AA** A**' AAAA'AA***'k***'AAA**'A' *AA*AA•A S i e(in): Public: N Date: .00 Date: —22. 107 -22-00 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: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. City of Tukwila (. DEVELOPMENT PERMIT 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 -0120 Address: 5594 S 150 ST Suite No: Location: Category: NSFR Type: DEVPERM Zoning: Const Type: V -N Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: Contractor License No: TRYONCL013DH Signature:& l 101"1 Print Name: `flbk) TRQV b- Permit No: Status: Issued: Expires: Occupancy: DWELLING UBC: 1997 Fire Protection: NA .0 South: .0 East: .0 West: .0 Sewer: TUKWILA ' Slopes: Streams: Phone: Phone: 425 -255 -6518 Phone: 425- 228 -9750 Phone: 425 -255 -6518 OCCUPANT THE JUNCTION -LOT 12 559.4-S 150 ST', TUKWILA, WA 98188 CONTACT DON TRYON .14420"SE 84 ST, NEWCASTLE WA 98059 OWNER TRYON CONCEPTS LLC PO BOX 146, RENTON, WA 98057 CONTRACTOR TRYON CONCEPTS LLC PO BOX 146, RENTON, WA 98057 * ** * **•k **** * **** *** *•k*k****************• k************ ***•k*•* ***•k********* *•k•k•* *k ** ** * ** Permit Description: . CONSTRUCTION OF A NEW 2,715 S0 FT SINGLE FAMILY RESIDENCE, 462 S0 FT ATTACHED .GARAGE, 155 S0 FT COVERED DECK. AND 170 SO FT UNCOVERED DECK. PUBLIC WORKS ACTIVITIES INCLUDE: storm drainage, sanitary sewer, water supply, land altering, water meter and access ************************• k******** k***********• k*'********* *•k * * * * **. * * *•k * ** * ** * * * * * ****k Construction Valuation: $ 245,833.60 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: LJM Curb Cut /Access /Sidewalk /CSS: Y 'Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: .Land Altering: Y Cut: Landscape Irrigation: N Moving Oversized Load: N Start Time: Sanitary Side Sewer: Y No: Sewer Main Extension: N Private: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N * k********************•*********************** k******* **** * * * * * * * * **k ** * * * ** * **k * ***k TOTAL DEVELOPMENT PERMIT FEES: $ 3,432.73 ************ k********•******• k****************************** * *•k * * * * ** * ** ** * ** *•k** * Permit Center Authorized Signature: q , ) End Time: 107 : Fill: 107 End Time: (206) 431 -3670 D99 -0274 ISSUED 04/07/2000 10/04/2000 Public: N 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. Date: 4_ "bC This permit shall become null and void if the work is not commenced within ]80 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. 12. CITY OF TUKWILA Permit No:, D99 -0274 Status: ISSUED Applied: 08/09/1999 Issued: 04/07 /2000 Address: 5594 S 150 ST,; Suite S ; T,e na.n t : . 'Type: DEVPERM "e i 4: 377930-0120 •k k AA * ** * **A*•k•k*•k•* k*******• k* * *•k••k * * *A * * *A*AA•A * *A *•k * * *•k A * *A **A ** k * ** * **AA ** Permit. Conditions: 1. No changes will be made to the plans unless approved by the Engineer and the Tukwila Building D:ivision. All permits, inspection .::.records,: and'approved plans shall be ;available at the job site prior to the start of, any con - struction. These;` :doc:uments'::are to be maintained and avail- able until final inspection ':approval is granted 3 Electrical permits <shall be obtained through' "the Washington State Division of'.:,Labor� and Industries and all electrical work wil:l 'be .inspe.cted by that agency (248 - 6630) Plumbing, permits 'shall be obtained through the Seattle-King County'' Department ;cif Public,Health: Plumbing will be inspected by that'`agency,, including all gas piping (296.:41722) 5. All; mechanical :'work shall be under separate permit issued '1 by .the '. Ci ty of Tukwila. 6. All ;construction to .be . done;` in conformance with approved plans and requirements of the`Uniform :Building Code (1997 Edition) as amended, .Uniform Mechanical Code (1997 Edition) and Washington tate Energi Code (1997 Edition). 7. Val isd i ty -of Permit. The issuance of a permit or approval plans, spe,cif ications, and computations shall not be con str:ued to be :a permit .for,' or an approval ..of, any violation ,of'*y Of, provisions of the •.lbui l code or of any, oth er, ordinance of the .jurisdiction: No permit presuming to .authority'to violate or cancel the provisions of this code shall be valid. 8. Engineered truss drawings and calculations shall be on site and available to the building inspector.. for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 9. Any exposed insulations backing material shall have .a Flame Spread Rating of 25 or less, and material shall bear.identi- fication showing, the fire performance rating thereof. 10. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is, in addition to any requirements for special inspection. 11. All wood to remain in placed concrete shall be treated wood. CONTRACTOR SHALL NOTIFY PUBLIC WORKS UTILTIY INSPECTOR MR. GREG VILLANUEVA @ (206)433 -0179 OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. 13. FROM OCTOBER 1 THROUGH APRIL 30, COVER ANY SLOPES AND STOCKPILES THAT ARE 3H:1V OR STEEPER AND HAVE A VERTICAL RISE OF 10 FEET OR MORE AND WILL BE UNWORKED FOR GREATER THAN 12 HOURS. DURING THIS TIME PERIOD, COVER OR MULCH OTHER DISTURBED AREAS, IF THEY WILL BE UNWORKED MORE THAN 2 DAYS. COVERED MATERIAL MUST BE STOCKPILED ON SITE AT THE :.,_BEGINNING ,F ,'('HIS PERIOD. INSPLLT -AND F1ATNTAIN THIS STABILILAT.[ON WEEKLY AND IMMEDIATELY BEFORE, DURING AND. ;.TMMEO.TATELY FOLLOWING STORMS. 'FROPrMAY'L THROUGH, SEPTEMBER 30, INSPECT AND MAINTAIN TEMPORARY EROSION PREVENTION AND SEDIMENT AT LEAST MONTHLY. \LL DISTURBED AREAS OF THE SITE SHALL BE PERMANENTLY. STABILIZED PRIOR TO FINAL. CONSTRUCTION APPROVAL, Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum. and 20' maximum.`. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of .five feet. Driveways shall be paved for a minimum the edge of en i st l ng road- °pavement; ,Hauling over 50 cy shall _ require app 1idati'on 'associated activity. Any 'mater•ia1 spilled ontoa immediatel:v ' ' "GIATER METER SUPPLEMENT DEVELOPMENT PERMIT C onnect i do ,.Fees': r . ti $G01.,00' a > c t,r $.00 .. I sta:1 l ,U.epos i t • t >$15 00 :,. w,. $ ao .l: $ . 00 :Tnsta 1 1; 4Gep,os.i t: ? .: $ 00 . ;{ $ 00 Plan Revi ::_F'ee: $10 00 OOF r� -� 00 Inspec'tion fee , $'15 :0 $ <q t ' r` $,00 Water "(Urn On F' ee•` X25.00 u, 0�r $ ' 00 ; �.. Specialta'Assessment.. s s,' .` ; $.O $. 00 »Other .Fee'' ; .a � . ;. z pp: {. 15 . .$ .00 r •'+. ',.,?, i i .. i L 1 mil. " t.y E TOTAL WATER FEES $ 260. � . . 34:, , Applied Cate : ,08/09/1999 Issued: bate:. 04/0.7/2000 u:k•Y ,74r, `4h'u':.0 E: r .ili i't No : 099;- 0274 r .. ;t tus S i to Addr ess X594 S 1 Lnr.:etion: "L:%iA 3:.'+.` LI'r.'JT p ^� J .r.tto2 ml 1.�3w.'t vCWtlViaemoru •Jar N1404'.••u, • Project Name/Tenant: ` � --�- —1 _�vPt Low j 7i Valu .of Co truction: 1 ql5 L oov Site Address: 5 )1/4., 5, �Cit Sta /Zip: 5, 1��� r� /c, Tax Parcel Number: .7. 9 �71 3o --a'za Property Owner: �U(.� coo ee O 5 4�C Phone: �� 5 Z2k' 975 Street Address: City State /Zip: PPC (3C (46 Pcek( / (At' 77165 Fax #: X2 2Z? 7232 Contractor: ' Cs "C'eX Floor Area Ratio: (total floor area of all structures divided by the area of the lot) .46 Phone: Street Address: City State /Zip: Fax #: Architect: /1` 4 ( /Z 5 1 c �X25 Phone � q( 53 70 Street Address: City State /Zip: (34o o ,Jot -% viv /, 'Jo 6.1 yzwe, Fax #:. eier2 6 53/F X *4/ --- Engineer: /e lo Phone: Street Address: City State /Zip: Fax #: Phone: Z5 25-5" 6 5-7? Contact Person\ / �� /,r, Street Address: r �i�J�� 0 46 � Ste /Zip it ta ivt:� � C is ag : osS # Fax ' S 2 5 . , lG z y Description of work to be done: 4JQ l-(G Type of work: `New Single - Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure' ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: 91 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: ( sq. ft. Dwelling 15' sq. ft. Covered Deck(s) ,2 4 60— sq. ft. Garage /Carport sq. ft. Accessory Structure(s) r sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) .46 *For an Accessory dwelling, provide the following: 7 T 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 T"(WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 FOR STAFF 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 FOR PUBLIC. WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) ❑ Channelization /Striping El Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering:' Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: A �]/ Sanitary Side Sewer # ❑ Sewer Main Extension 0 Private 0 Public S torm Drainage ❑ Street Use ❑ Water Main Extension „. 0 Private 0 Public Water Meter /Permanent it Size(s): Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit Is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Dateicafacce Appll ion aken by: (initials) Da pllca ' explre�� PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 BUILDING NER OR AUTHORIZED AGENT:. Signature: lam` C 'I / i Date ;� \. l 6 l C/ Print name: � /V I %�� / P /4, e. /s F i � S i �T'lvL Address: �i// // ,,,... App_ �� �' � ' C ity /State /Zip: // k/ FweG c� ( (-4 s �� ' P'GS � ALL SINGLE- FAMILY RFSIDENTIA - - ERMIT APPLICATIONS MUST BE MITTED WITH THE FOLLOWING. DRAWINGS PREPARED BY A rIEGISTERED ARCHITECT OR PROFebSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11 a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H - 16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ ❑ Foundation plan and details ❑ ❑ Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ 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 arc itect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agen to submit this permit application and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFI'LRMI'T.UOC 2/13/97 ii:kfc- 7% * *4•k * * *:4 ** **44 * *itkA:ti *k* * *k :11 Y OF TUk:WTl A,: WFt •I RkN PIL F?ii* P *ki:4kt ***A * *A4; + *:4 *kn *:i*A;kA* .% *1AtJ• * :t*:khsi',Ek. *•k:1 *4,* *4*3k,4 1'R0N8M3:T `Number: l23800245 •Amuunt: 25.00 08/22/17.1 12:50 Taymohli Me t;hodc CJ4LLI; : Uotat,ion: fR`(3N CONCEPTS Init: ILO .Permit, Ud: 1)99.0274 'Type: )EVPEU1 DEVELOPMENT PERMIT I'as ^c�l No 377330••0120 Bite .Ad.dre t 55394 S 1'5t) Sr Total Fees: 3,457.73 T1 i.a Pciv*rnt 25,.00 Total ALL Pmts: 3.47.73 Balance: • . .00 FA *A *tF* * * * *5 *t4* * * ** *tti *4 **.* *4 ** *Akf. *•4 *• *a•4 *4 *44*4ti*•44 **4.d * *••4 * ?d ** Acc uuc'►G Code 00('/345.830 • 401/342.400 D e s c r i p t i o n PLAN CHECK UTILITY IUS•P FEL •- FLH /LI /WMti t m0it11't; 10 „00 A5.00 7255 00/23 9710 TOTAL 25.00 * :ti. *'4' &* * * *•kA* **A**4* ****4.*** *A*4 *ti *: :CXTV OF .TUK14ILA, (WA ' TRANSM k �. * *.* *►*A *..�r *t!'' * * *k•kiF:4. kk *:1* A* ••k* ** * ***h•+r * *kk1*• * *:5** *s* *boil RANSIl1 !Number: .R9800262 Amount: 2,25:5.35 04/017/00 Nivnie;nt Methods_ CHECK N' tGt: iuri; •i P ON CONCEPTS. in i i ;a TI.: .P ermit.. !1c 059-0274 • Tycrez • CiEVPLPM OE:VELOPNE:NT PERMIT. • ly i3 rr. r_a 1 14; : 37/330••.0120 Site Acs : 5594 S 150 ST Total Fee.. 3. Put • 2,255.35 Total ALL Pmts g 3,4'32.72' • Illancet .00 . . 6 R*** *•: 4 *: i1 **• k***.** kk* 4** * *A•** *•k ** *** * ** * * *:1 ** * * *k* *vl *• .Account; Code 000/322.100 060: 3•' 5..830 000/345,830 0 00/306..904 000/342.400 412/142.400 402/342.40() 401/208.102 401/386.520 401/242.400 40i/342,405 000/32 000/245.830 !>e «or iut1(fl tiUIL.t)lNU — RES PLAN CHECK U•f II..I f`! PI..FiN CHECK WATER hETE:R STATE (3LIrLI. ?INO SURCHARGE INSP FEE UTI :Lrry II45P FEE •- ,STOPih DRAIN I:'4SP. FEE •, : ShE /GSS in (.1 • l.. 311.35 20.00 10.0() • 4.50. 15..00 20.00 PW DCri 2255.35 PW BCD 106.50 PW DCII 2092.95 PW DiC) 61.19 CHECK 4515.99 04/10/00 19 04 %50 0097 3310 CITY OF TUKWILA WATER .(ON(41: CT•ION 60.00 WATER INSTALLATION (DEP) 150.00 WATER INSPECTION FEE. t .00 WATER 1'UUN -ON FEE 25.00 LAN:? AI.TERI.WO PERMIT FE(: 72.,00 10-f L ,/ ANA AL (ER I NG PLAN CF1EC K '• 7 .50 1 1 f - 3310 04/10 9719 TOTAL 4515.99 :1 ek ..4 t A :1• •k it A• :k: ik :4 t i. * t * ?c •k 'k tt• 1 :k ?r 4 it A : l••: 4 *4*•k,:41.:t•4:4**k.•k:1•*k:4* **k' *•k*0.•kk:1•:1•k TRANSMIT :Iduribr. -r'.° 'R9800122 ((mount: AccptmG (.aod(? `ti • UG(1; :t4Ei.tit 0 s1' *:1:1**=t 4 . *..k * rn:i x TRANSMIT .A * * k.1 * *:!, h•k*A *:k ?tA*,ak>ti?t. ?t :1 ,.:17 :% ..351 08/Q9/99 09:18 . Payment Me :thick CHECK., Nat on: .TRYOON CONCEPTS M f�;:r mi t1 t(. D99-427 1vne: OE'1PERM DEVELOPMENT PEE0M3 :1 ~ . 11 ( f }trkI I'('r?ii; 2.993, r" 1htrP v t � 1.1.i 1c;tet1 ALL Pmts: 1,1:7.38 Balance: 1.813..83 4 Ait* A• A. 4: 4* kA it•** 4• kAA *:kAA*ktitA•Adi *•t•0:tSA$*#:tk* T.4A *k * *#:k4c4:kit:tfk•F*•kk4lk I:ravcriation Amount• PLAN CHECK .• PES 1.1 51854 00/11 '717 TOTAL 7699.30 COMMENTS: ' Type of Inspection: F1 ryi 1 )()Or - 1..V.SUIQ'l tOteA : C3 r0 lir/ Of A 5 . /so 57 , i lra%)1 S 1 c e 7- Q 1) p1 VC j- rth t CI SIN c. + .i\ rij WI" Date ted: /1/0/ OWN" p.m. RecAster : 1.40 N Phw 35S- 2774 •• Project: Lo (2.... Type of Inspection: F1 ryi 1 0 A 5 . /so 57 , Date fa edv 1 1 1815 01 Special instructions: -p i Date ted: /1/0/ OWN" p.m. RecAster : 1.40 N Phw 35S- 2774 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. INSPECTION RECOFib Retain a copy with permit ffffilf..:f. f.f.4..,rfAritif. . PERMIT NO. (206)431-367 Ei Corrections required prior to approval. Ei $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: _..�--- s" , Z tf /l Ct ( 'Y) Type of Inspection: nu f—, ire ., Address: • . 359 41 S / .fi n Date called: .tog'/0 r Special instructions: Date wanted: 0/0 m. Requester -- ____ L� (T i l ryc l'1 Phone• •�/' ( (-) 35-6• 97/ CcA LA- 55 S wiptp At-) INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: y 3/ 7/ / 7 . - r,\ • /c? -7 /O/ f 4t4 9 WV/L/1 3la 7 o .r Gsou -p v 7v urtin d7o 7(4/ f 16-y) ) / Inspector: 6U Date: 3 7/ /� / $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectiori. Date: Receipt No: INSPECTION RECORD Retain a copy with permit 99 -6 d - 7(/ PERMIT NO. (206)431 -3670 Project: The 1 Type of Inspection: Phi I - ' ha Address: 55q/4 S l5o +h St D ate called: 1 12 -01) Special instructions: Date wanted: t �1 a 1 6"1 3"o© l p.m. Requester: io Tr tie h Phone: q 2q-- 2c 5 -1,51 & INSPECTION NO. ED Approved per applicable codes. Receipt No: INSPECTION, RE Retain a copy it , permit t' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Date: Dc19 021y PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: 1 Gt A A /09-6:1 PIMAT4 1/4 f,c u,•.o 0 . ) tr)DD Arw,c.c0 icr-e" Inspector: AA Date: 0 ,1 r3 p ax) $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project. U 1JC`T 0 Type ptsbeirn: "" WAw6ogRD Address: 55'74- S Date calle Special instructions: ` Date w to . a.m. p.m. Re Phone: Receipt No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: R Approved per applicable codes. 0 Corrections required prior to approval. 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspe ion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: PERMIT NO. (206)431 -3670 tO .IiAM.1. ]1s6....13. MY.... ...JS1Prt? fL1� R S�v...l -C_ MWZ •" 4111�. gall'CU. _ . Pr ject: x.30 10 1 --c± 1 2... Type of nspection• (A.XtliVC[ird jC∎t( Address: I S 1 5� J ,� � o c Date . O C -- v I w Special instructions: Date wanted: a.m G I ` V2- OC`, p.m. Requester: 1 Phone. B L A .l -- 25S-• (SI 44 SIM pproved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 •'ITNO. (206)431 -3670 0 Corrections required prior to approval. COMMENTS: Inspector: l ) g eljet■ Date 131D-06 ID $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ..... ..■■■• _.. __ ....._.r.....,.e h, ∎4491014.1,.,.o s.44 am. Pm, 7 mn d4 . .. Project: L j I2 Type of ticwI� / Adtressq: {Jl� 15 5.-r- Dat called: 9 Special instructions: Datey'ante 0o *,10 d ip Requester: VVei Try pi Phone: 1- 121 .25`"ri- 46/5?' INSPECT! • NO. Receipt No: 1. a. o.. �.. �fi�. Sa ..a�n�.•.rx:�N/,ar�t�a'�7�tTiR� �`'d ��+�a`.t��1 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 proved per applicable codes. fl Corrections required prior to approval. COMMENTS: fi t.._ /rLCS ( jL,r9-77 Insp Da 'ij /�% $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: D99 007-1 IT NO. (206)431 -367 O Project: ,jor\C_ tW\ = L . * 12 T of Inspection: r .any Address ss di g S i SA Date called: 9-R 00 Special instructions: Date wanted: P) 30 — DO a rr p.m. equester, Phone; -- 'D-S-----(DS-"I INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ".,,, R -oxL \ d PERMIT NO. (206)431 -3670 COMMLNTS: Inspector: Dateg 3‘ 6 0 Approved per applicable codes. ❑ Corrections required prior to approval. Ej $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: 1 i is ' - rile, Tv nc-t i 0 rt Type gif-Inspection: i rexikit 1 rsa... / 1-1.1 , fi-. 4 ' , -. 2.. Y - ) f k C l "‘ e 1 ‘`" • Adgr 9 s 15 a sr Date callecli 47 / Special instructions: Date_wanIll -- OC) p.m. Requer: Wan Trv-o PI ), /Wk.' y24, e it7,47eA fr- 4. I Phoili ....is61 • • ..e, COMMENTS: A—_—_, , _ h 4, e 4 c r 4 i ,...,,,, /,,„ /1( 12..., ••?' )(__-- AP 4 I i, / 1-1.1 , fi-. 4 ' , -. 2.. Y - ) f k C l "‘ e 1 ‘`" • , \ 1 1 47 / 4 4 s eL ,,, 7 ti-7, 7Z y.y 4 /e. ,77, ,44,0A.- frxe.pflz )42 ,,,. ,,..., / ,‘,. ), /Wk.' y24, e it7,47eA fr- 4. I 2 ....is61 • • ..e, LI Inspector: Date; # ....61t) INSPECTION RECORD Retain a copy with permit INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 fl Approved per applicable codes. Corrections required prior to approval. El $47.00 REINSPECT! N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. . : • '; - t■ pget-O2711 PERMIT NO. (206)431-3670 Receipt No: Date: t : (EU C11.0%/4 '— 1' Type of speCtion: Ko0C ex 5,7 A ress: Date lied: Special instructions: C ar. a . Date w td: 5 i cx) P.m. Req57 Phone: INSPECTO NO. . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 • \ r INSPECTION RECORD Retain a copy with permit ii PERMIT NO. •i? (206)431-3670 1)1 7 Approved per applicable codes. Corrections required prior to approval. COMMENTS: $47.00 REINSPECTION FEE REQ IRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: , • l j cQ t: _ , I / e 1 o41ns_pFction: i i - � t � ar ‘5 O Special instructions: 44.1 I 12(04-N-e4A-4-- a . i . ' _ oes P P . - 2- INSPECTION RECORD Retain a copy with permit INSPECTIO NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 A pproved per applicable codes. El Corrections required prior to approval. 5 / uh ,? l� )4 9/2.7 COMMENTS: $47.00 REINSPECTIO FIE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. PERMIT NO. (206)431 -3670 Project: lit 4/4 U Type of Inspection: re Ad ss: Date called: i0 / J Special instructions: tlA pa s,,g :( 0_s94-4 Date wanted. / t it a.m. p.m. Requester: To7 /yd/ Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 fl Approved per applicable codes. COMMENTS: A0 I t 5 -PA-Ati (A) //7k4e 12) s 57z,t_46, ce/ I Inspector: 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: INSPECTION RECORD Retain a copy with permit (v0 El Corrections required prior to approval. Date: Date: PERMIT NO. (206)431-3670 • Y' '1 ••+ • ' I-1 Project: \ -1 . ) Type of Inspection: J at 1 Address: 55S S- JSp s1 Date called: s Special instructions: Date wanted: 5' I�` 00 a.m. P.m. Requester: � rt G Phone: A DS - 9- 3S97 r ....-......— r..nr...�wwnrsaw...sr.4..+�ea INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD D79- 027 '-! Retain a copy with permit. PERMIT NO. (206)431 -3670 )2( per applicable codes. EJ Corrections required prior to approval. COMMENTS: Insp Dat fZ i i41 7 9 6 11 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: kl-Ake k-(5 Type of Inspection: S 6 Ad ress: 55 5 / 5i) A Cr Date called: ,67/670 6 Special instructions: L) T 12. Date wanted: 5ty0e.) a.m. p.m. Requester: . Phone: 1 12-' 5 922. —30? INSPECTION NO. L ispector: tig INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 097 PERMIT NO. (206)431-3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: • 5/ 7 r(Fii Q) A 5, \/ /-6 4 ,4.4 fi eA 4/ 5. &J. ret",AA t9 fc. /Vaal P4( 12) &U 6 Date: 5 red 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee ust be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: lit Date: c AuTlar4.k. ss e . r. _ Project: "Me Tctioh Type of Inspection: .,,, S ewer Address: 5 4 S 15044, St Date called: Special instructions: Date wanted: m. -__ 5-r7- oo a. Requester: Eel c.... Phone: 1 4 1 2 6 1:2 2- .3g1 7 ) Inspector: •14.140. INSPECTION RECORk, Retain a copy with permit • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION- - - 6300 Southcenter-Blvd, #100, Tukwila, WA 98188 Date: Dcii — 0 2 7g PERMIT NO. (206)431-3670 El Approved per applicable codes. Corrections required 007 to approval COMMENTS: • foos cidi i "vc ,s-cz L/h7 kL, 7?) 6" Xe. ve/6 f' ro 4,11 1.7012-7 ilA4.4-‘ ‘6 rfiL dtc Date: 5 1 ( 7 Ei $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedulereinspection. Rece No: t Project: , Jt )0( - 1 - 11/1 - 1 , .4' .. \I T of Insnection. voly Osti IS Datasallejj: Address: ,-, i_ Special instructions: -- e•' Date wanted: a.m. Requester: Phone:495 c SR_S"'"65'S 1 F L MrsVIIII4.101.1,1NA INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Ir/97 • $47.00 REINSPECTIOgJ FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter ylvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ta:kiAlire."4: '15 ••■■ .A.1 a Poo tjec : LO � L prim TYpe' s.tt, s 1 f t Date all • • • Special instructions: Date wan d� (� I p.m. Re ;s�r^r o�V�► 1. � � r Phil:. 4 • •`GJI8 INSPECTION RECORD Retain a copy with permit INSPECTION' NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 bi Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Date: a..:w fC t9C.} �".— .. ?a. .7s�'^. C SC:. >r.«� , a. .: Jr . z rtt _,r,, 1...w..:. 216 ‘,5 0 $47.00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: !'A Project Type of Inspection: at Address: ics- 5:, Accii/ Date called: . yi t la Special instructions: P -1 Date wanted: j t t / a.m. P.m. Requester: /ap,/ Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Date: PERMIT NO. (206)431-3670 0 Corrections required prior to approval. COMMENTS: 1 /IVOD f.L.ekfJc,..114/1,. 4,2,4 9 /1.0-06 Gv‘. /104A eL 5rAgel AMA 644-i 5A4 7 irOg p 04, 7/(740 Date: Inspector: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. o t ^ • ,Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature Cii of Tukwila Fire Department \!' Retain. current inspection schedule Needs shift inspection FINALAPP.FRM Rev. 2/19/98 TUKWILA FIRE DEPARTMENT FINAL APPROVAL 'FORM /37c / Z.x / 7x :.Project Name 1 NilANC7 /O toT /g -Address o /9 t S 2.2 S t c U S .5 , 55 Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chkr' Permit No . �J� O? 73 t 99- 627e Suite # swift /v / /t/ o& Date. T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206.575.4404 • Fax: 206.5754439 1' WATTSUN 5.6 FILE: K: \ \KAA \ \99\ \99052 \ \AWBONUS.WS Homeowner: Builder: Site: PLAN #2715 W/ BONUS COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component BG Wall 2' BG Slab 2' Floor Glazing (4)15 Doors AG Wall Ceiling, Attic Infiltration BG Wall BG Slab Floor Glazing ©17 Doors AG Wall PROPOSED DESIGN COMPONENTS Component Description 1997 WA STATE ENERGY CODE COMPLIANCE REPORT R13 Batt 2' depth REFERENCE 999 * ** R19 vented Joist 16oc * *2GL VINYL 1/2" CL +AR Wood 1 3/8 ", solid flush R13 STD Lap Wood Analyst: NMS Jurisdiction: Utility: Weather Data: Seattle, WA Climate Zone: 1 The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. HOUSE ID: TRYON CONCEPTS House Type: Single Family Floor Area: 2715 ft2 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 U -0.036 ACH -0.350 Value U -0.056 F -0.673 U -0.041 U -0.470 U -0.390 U -0.082 Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. Page 1 04/12/80 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) Reference UA 999.4 X Area = UA 624 34.9 630ft 424.0 1231 50.5 468.0 220.0 37.7 14.7 2331 191.1 RI • WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 04/12/80 FILE: K: \ \KAA \ \99\ \99052 \ \AWBONUS.WS R19 STD Lap Wood R30 blown Attic STD baffled Infiltration Standard Air Sealing Ceiling Struc Mass. Light Frame, Sheetrock walls HEATING /COOLING /VENTILATING SYSTEMS Heating System Type: Make: Model: System Efficiency: Modified Efficiency: Design ACH: Design Load(at 44F dt): Duct Losses (% Dsn Load) : Total Load: System Size(Output): Average Annual Heat: Annual Cost: Ventilation System: Cooling System: SEER: Cooling Load(at 4F dt): System Size(0Over): Annual Cool Requirement: Solar Access: PROPOSED DUCT SYSTEM SUPPLY RETURN Location PROPOSED Gas Furnace Payne 376C/ Vented crawlspace Attic or garage 0.60 55929 0 55929 84000 80 0 67 * ** MBtu * ** Integrated Spot & Whole House Btu /hr Btu/hr( 00) Btu /hr Btu /hr (1500) NONE 0.0 (Ducted) Btu /hr tons(®1250) kWh /yr Partially Shaded Avg Rvalue Page 2 R- 8.0 R- 8.0 HOUSE ID: TRYON CONCEPTS U -0.062 U -0.036 ACH -0.350 Proposed UA M- 3.000 2715 Surface Area 543.0 ft2 108.6 ft2 -:-....*...:............. ..... i 262 16.2 1207 43.5 22869ft3 (146.5) 994.9 8145 • .• • • • , ■ ;es cr./a:414S ' . • WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT FILE: K:\\KAA\\99\\99052\\AWBONUS.WS " GLAZING ORIENTATION South : • Southeast : East Northeas t Eff S G1z: PROPOSED ***ft2 *** *** *** North Northwest West Southwest HOUSE ID: TRYON CONCEPTS PROPOSED ***ft2 *** *** *** 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 .04/12/80 WINDOW TOTALS .1 ROOM NAME WIDTH (IN FEET) HEIGHT AREA (IN FEET) (IN SQUARE FEET) I QUANTITY (HOW MANY) l TOTAL AREA (IN SQUARE FEET) TOTALS (IN SQUARE FEET) LOWER FLOOR BED #4 4.00 5.00 20.00 1.00 20.00 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 MAIN FLOOR LIVING 6.00 5.00 30.00 1.00 30.00 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 UPPER FLOOR 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 MASTER BATHROOM 5.00 4.00 20.00 1.00 20.00 MASTER BATHROOM 2.00 3.00 6.00 1.00 6.00 BEDROOM #2 6.00 4.50 27.00 1.00 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 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 SUMMARY TOTAL GLAZING SQ. FT. 473.040 TOTAL HOUSE SQ. FT. 2,715.00 Glazing % 17.4% Kappler Associates Architects JOB NAME: JOB NUMBER Coovriaht 1994 TRYON CONCEPTS PLAN 2715 LOT12 99230.05 DATE: BY: 11/16/99 MJM 4/12/00 GLAZING_B.xls FILE: K: \ \KAA \ \99\ \99052 \ \ANORMAL.WS Site: PLAN #2715 NORMAL Homeowner: Builder: COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component BG Wall 2' BG Slab 2' Floor Glazing @15% Doors AG Wall Ceiling, Attic Infiltration PROPOSED DESIGN COMPONENTS Component Description BG Wall R13 Batt 2' depth BG Slab Floor R19 vented Joist 16oc Glazing @18% * *2GL VINYL CLR /AIR Doors Wood 1 3/8 ", solid flush AG Wall R13 STD Lap Wood REFERENCE 933 18.11 OA 7 WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. HOUSE ID: TRYON CONCEPTS Analyst: NMS Jurisdiction: Utility: House Type: Single Family Floor Area: 2470 ft2 p B A 1 CENTER Weather Data: Seattle, WA R; Climate Zone: 1 PROPOSED 931 Btu /hr -F 18.11 kWh /ft2 -yr Reference Value X Area = U -0.043 F -0.690 U -0.041 U -0.650 U -0.390 U -0.062 U -0.036 ACH -0.350 Value U -0.056 F -0.673 U -0.041 U -0.470 U -0.390 U -0.082 Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - .check calculation of thermal value. Page 1 05/24/80 CIT OF 10011 -, 41 ' UA 624 26.8 630ft 434.7 986 40.4 370.5 240.8 37.7 14.7 2277 141.1 962 34.6 20805ft3( 133.3) Reference UA 933.3 X Area = UA 624 34.9 630ft 424.0 986 40.4 452.0 212.4 37.7 14.7 1933 158.5 FILE: K: \ \KAA \ \99\ \99052 \ \ANORMAL.WS Homeowner: Builder: Site: PLAN #2715 NORMAL COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component BG Wall 2' BG Slab 2' Floor Glazing @150 Doors AG Wall Ceiling, Attic Infiltration PROPOSED DESIGN COMPONENTS Component Description t:YA,,Ft<r. NTI2,0M.x:14 u.r(411 401h.4. WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. REFERENCE 933 18.11 BG Wall R13 Batt 2' depth BG Slab Floor R19 vented Joist 16oc Glazing @18% * *2GL VINYL CLR /AIR Doors Wood 1 3/8 ", solid flush AG Wall R13 STD Lap Wood HOUSE ID: TRYON CONCEPTS Analyst: NMS Jurisdiction: Utility: o House Type: Single FamilSrl of Floor Area: 2470 ft2 Weather Data: Seattle, WA 1,01 vi1S C6 N-c ER R Climate Zone: 1 PROPOSED 931 Btu /hr -F 18.11 kWh /ft2 -yr Reference Value X U -0.043 F -0.690 U -0.041 U -0.650 U -0.390 U -0.062 U -0.036 ACH -0.350 Reference UA 933.3 Value X Area = UA U -0.056 F -0.673 U -0.041 U -0.470 U -0.390 U -0.082 Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - .check calculation of thermal value. Page 1 05/24/80 Area = UA 624 26.8 630ft 434.7 986 40.4 370.5 240.8 37.7 14.7 2277 141.1 962 34.6 20805ft3( 133.3) 624 34.9 630ft 424.0 986 40.4 452.0 212.4 37.7 14.7 1933 158.5 FILE: K: \ \KAA \ \99\ \99052 \ \ANORMAL.WS GLAZING ORIENTATION WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 05/24/80 PROPOSED South ft2 North Southeast : Northwest East West . Northeast Southwest : PROPOSED . 452.0ft2 HOUSE ID: TRYON CONCEPTS 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 * i �� GF � '1 ' . ‘r l. } ` �'•: aw f FyIc b•.�I.yN . ., .S Y . 1. .•i' ,1 , �.4�.' }i `S' :� iWri F•.. .:F , 1 '71X* 1 : , 4' H1i f W es 'ISDO O ,; `V,•••\*'.�' ) . . �t ': '; , ,t'X; t' •;1: , a cr NAME I l ON FEET) 1 ON F EET) ON SQUARE FEET) I (HOW MANY) I ON SQUARE FEET) I ON SQUARE FEET) • le . % w ; . t� } }ia`7:•�1. � �'ir, ; ,fj ' -:.�: �:a 7�i i atENEMA RC cl ��`, i'ky�,°,`�.'c a „ ,, ,� b } , _ ,,.. >:- , aQ »ecY { : � f.t': �s�i�"1' 'l`. �3,iii�+;!17`ef'.��+4� .. _w-r .d!�.���Yl 3- 3[Q7k -�S'�" , yL . , �`d; F � ' f E •:' r :;:i BED 44 3.00 5.00 15.00 2.00 30.00 r , . o-' z r; t ' t�` ' z;, _ ?. �; _ - I ' %IN 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 93.35 1 Y q . a � t .e > y ���,�lh� `� aE . �S ' " r . . , • s -.rw a .K v T �� , .., , .•.�, ` '• `�` � OO , R t • `' • � � L a'tT,r�y .n, es._.r,w. L i • . i ° 1.11 �L¢ry n i . 6y K s;t . r 4.4 ti+ `' � ' � r 0 i, •• 'P . rl q ;; ',°i,x,, -i. 4 fi '!' ' t ' i• LIVING 6.00 5.00 30.00 1.00 30.00 ` ' ly * f4 ' 'f . O +: - I- � ''..: a , •�; ! '4 z ,, '4 h • �� • ' �, 'jrt ` .f , + . ; t i ? ' ''fin A :,.• OPT.LIVING 6.00 4.50 27.00 1.00 27.00H 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 „ J' s ''(:i �'::�f\Y,:M 2;J l "3lfi �..�,• •r � f •1` �• rk' ,. ,,, , , - . v N +4` 1i: fR '{ % ..� 1t.j..> , mi ::Y �!� • Y •+7 ?l 1 ( •4 _ «i , .?.: : 4 3 , :e Gr - F �I. , Y M . � " • - `C ` r"2" }.t: ' ��1 '� d .1: 4 Y a.. ,... : ; k- •': . i � -• 6 • , { .z ; � �3a : �.., .:.:: .,:<' FLO ; �, �: {� _ , _ F r r _ .... .,;% ... ;!:. ...S�..v��. ,w��. mi.! _ ✓ «.. .4(�.. l., __ .. .. ... , _. -_.. .- _... - ..�.. .•a �'ii�;��... . S-i'.r* <i; . ::i ...1': ,n .� mrJ. : yy .n .4. 1 `• ; : 'T �::;w� SJ.__,. � .. r.}.�'.� MASTER BEDROOM 8.00 4.00 32.00 1.00 32.00 . r.• ' '' ^ : •1 • ` s ':`';= •:r f: = ` ° . 1 {L t t_ "• { I . t: x, 3 J ;} ` 4 , ,. rl.`T?•. a +7 5,..:M : .4 OPT. MSTR. BED 1.50 4.50 6.75 2.00 13.50 20.00 MASTER BATHROOM 5.00 4.00 20.00 1.00 MASTER BATHROOM 2.00 3.00 6.00 1,00 6.00 BEDROOM #2 6.00 4.50 27.00 1.00 27.00 BEDROOM #3 6.00 4.50 27.00 1,00 27.00 OPT. BED N3 6.00 4.50 27.00 1.00 27.00 OPEN TO BELOW 3.00 5.00 15.00 1.00 _ 15.00. TOTAL UPPER 167.50 ' �.,..s.i•, ' • R 'a .••.:t aT,! ,,A: . _1Nr : '.S - `': ". ..• :`•,1 i' _'. , v RG , $ nwt - .c.,cx.' •..' - .'•1 r1.� • 4' .,f : s a•::} ai ,e..i. ? , 4.7. '- ' 1 v2 * , , '� a- ; : 1; ..,q- "Z�t . ,'t;E`.'. \ '.h'. 1; 1}�r:•;,rF• . r' � f t � ; 5 : , !s„„�y� i , �''• A ..., � ''Y L " � g z •+` � 2' r i ,if #. >.d "•. ?..7∎b: `��* 4 4 ft ua r •• - iitz • i• 'dV �s .,,,-, t: ..a• .... .,ar•.�1..�7.w•''d; : ir :��- > ,,•..: >:...;;; :.. �; 3 . UM MARY� ,�:,>t:y.�:>;;�;=�;��tii, <�. Lis, �:, ; ,�. I. �:.. �.��� TOTAL GLAZING SQ. FT. , 4�. .. <. - .. . n ;_ ;' ,•. :i :' .� •.r., j.. Y . .' f67141:10 y � .. :i4 }'�l '• ":1:;.,: ter' ti� ; '�. S. � , r.r ieu 4 � its =:. .r�:�l :��t�:�;_� •:J r YyW%...L � � if `77 �,� '' ,,. :. y, t ; � :.�.; 7,'lw r•:..,..,xi..c�,)�...:.�. -:s �r5�1t� 452.040 TOTAL HOUSE SQ. F7. '+' ,, ; Sti ::le. 1 ; i'- 1 ":'L' » �i:f!r�" :r .... '<< '... iGl;Y:g ::, j' I,.^. 7 � /.3.l %kilrn 't �i41�4: 'r�•:.t 5!4 :}7g:�tr':C.N "Zl . >•y:-, :.�y;t �.ti- :.. 7f? P; • ra.\a? �.•fi: aa� .`�'.l:�f''�...,:v:•>• rah: d t; 4,1. ��- 4r ,f.%- 1t�.±s]Ai..:, .t1'ac :y,.:;rt'•r:.Y.?? 2,470.00 Glazing % 'S S �,r. ; r �,a `::3 j i 3 , AR ••At -e h. ., LC \5. ..••ri:.y:'• � ;� ;7:���.'It: »US,�•l��ky.�" rr t ; �r y ,t. tr' : ff�� i ¢:∎_ a' s t -t '+ 1. \ tl' •1 � 7 S:i. W�" 4, # J� r Jr M1 t ;' l . L'1 f f -113� { :�::•i+ t.,}�7 1.- ! � . �, \ �' ` . � ..� ; . � . { t� , .: .*;;,...!-_-':g- � `( . l'.&'3-, i.��. 2fiJ i.ltx>' v�1.. I.v .} .�` _ I. : L I . .i.u'- ef+ }•v {9 rv L i- .11z'iTNY 1i 1 . .4 .rrt<h e . . �-.21 i'lY. t 7 + " f.t • 18.3% Co ht 1994 ra.'y,��,"•yi'P ^:.{t. ?G1:' �y; 4Yatnlscr `f: :.ariUY'W;a:;4�;,'1i mnne Kappler Associates Architects JOB NAME: TRYON CONCEPTS PLAN 2715 NORMAL JOB NUMBER 99052.10 ..o..ranx.+nm..i.4w DATE: BY: 7/15/99 NMS 5/24/00 9905205G.xis Kappler Architects Joe No. 99052 -10 DATE 6123199 SPM LATERAL ANALYSIS F TRYON CONCEPTS PLAN #2715 VERSION 97.7 INCLUDES 3 STORY 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 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 REVISION NO8 I KAPPLER ARCHITECTS BELLEVUE, WA 9905210_Tryon Plan #2715_1997-7 Lateral analysis wor4185320 Long Wall �rx pcaoi X8 +':1;.< AT 'WET STAMPED" "B" Default 80 MPH Default 3 Default (sd) Default (table 16 Q) 0 PSF Default Short Wall /12 SF FT FT FT 12 PSF 15 PSF 10 PSF 8 PSF Default Default Default Default Lower 4' not included Lower 4' not included 5/24/00 PAGE 1 1 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 AB))) VALUE USED where: AB Ground floor area of structure AB r max = Max element - story shear ratio square root r max = r + / story shear r + = element story shear x 10 / Iw element shear Iw (LENGTH) P= r max = -4.63 r += WIND PER SECTION 1618 therefore use DESIGN CRITERIA FOR WIND ANALISYS DESIGN PRESSURE: P = (Ce) (Cq) (qs) (Iw) where: Ce = Exposure factor Cq = Method Factor qs = Wind Stagnation Pressure Iw = Importance Factor VALUE USED Ce = Cq = qs = Iw = 1 WIND EQUALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (Iw) ( ' ;349001is; r + story shear 1396 1 16133 1 P= Min= 1.0 Max =1.5 EXPOSURE 0.62 Default for B exposure METHOD 2 1.3 Default for normal force method WIND SPEED 16.4 Default for 80 MPH 1217 35 13961 0.09 I WIND FORCE TRIB.HEIGTH P(ROOF) 14.3 P(FLOOR) 9.25 P(LOWER FL 9.5 P(GARAGE) 0 KAPPLER ARCHITECTS BELLEVUE, WA 9905210 Tryon Plan #2715_1997 -7 Lateral analysis wor1416444115320 PSF P /LF 232 122 126 0 SF F op O oot Geg' # FT # FT # FT # FT 5/24/00 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 Roof (Upper walls) 38392 27 1036584 1036584 0.4911 7923 Floor (Main walls) 44504 18 801072 1837656 0.3795 6123 Floor (Lower walls) 32129 8.5 273096.5 2110752.5 0.1294 2087 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 FLOOR 15 50 33 12375 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 MAIN FLOOR WEIGHT ON LOWER SHEAR WALLS 32129 DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1628 table 16bQ. 16N BASE SHEAR: Vb= (3.0xCa /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= TOTAL ROOF WEIGHT STORY SHEAR �r s a+ ;�•� 0.36 8 6 BASE SHEAR BASE SHEAR: Vb= (3.OxCa /R)W 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSF LONG WALL SHORT WAL WEIGHT TOTAL WEIGHT W= TOTAL FLOOR FORCE: Vi KAPPLER ARCHITECTS BELLEVUE, WA 9905210 Tryon Plan #2715_1997 -7 Lateral analysis work 4115320 38392 # 115025 N O'LOWEI2L E BASE SHEAR: Vb= 0.1964 115025 22587 WORKING STRESS WOOD DESIGN 1.4 I 16133 I# Wihi / sum Wi hi (Plate Ht.) Wi x hi sum Hi x hi Wihi Vi 2874240 16133 5/24/00 PAGE 3 SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON F (ROOF) F (FLOOR) P(LOWER) P(GARAGE) 2 -2X4 2 -2X6 16d SEISMIC FORCE ROOF DIAPHRAM CHECK TOP CHORD M= T =C= 279 210 155 0 # FT Si FT # FT # FT 960360.464 SEISMIC FORCE UPPER FLOOR MAIN FLOOR LOWER FLOOR SEISMICt'GOVERN ice.: K'<4 >�"i'a Sn . �, ..,...r„ fKl, -•yv�. y. -., ,SEISMICtG;O.VER�IS � n} �,.,tx.. vc•�a��i SEISMIC G.OVt r. rK:xxix lt: l ERNS44 >' al�I:i S'� ti <�2V..i:u'JS 1` A SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 550 1.33 MIN BOLT SPACING 5/8" DIA. AB 790 1.33 MIN BOLT SPACING „�r,Rm „w�s.w, , .175F40�8182 #FT 72353.25 2192.522727 ALOW.Ft= 143.64 # /NAIL 15.26 NAILS 21261 F (ROOF) F (FLOOR) P(LOWER) P(GARAGE) P(ROOF) P(FLOOR) P(LOWER) P(GARAGE) # /BOLT FT O.C. # /BOLT FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 9905210 Tryon Plan #2715_1997-7 Lateral analysis work O>5320 WIND FORCE 525 1.33 279 210 156 232 122 126 0 698.251 # FT # FT # FT it FT # FT # FT # FT # FT @ 279 # FT @ 489 # FT @ 644 # FT OK 5/24/00 PAGE 4 V W h Wh F ROOF 16133 38392 14.292 548698.464 9218 FLOOR 16133 44504 9.25 411662 6916 LOWER 16133 32129 9.5 305226 5128 SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON F (ROOF) F (FLOOR) P(LOWER) P(GARAGE) 2 -2X4 2 -2X6 16d SEISMIC FORCE ROOF DIAPHRAM CHECK TOP CHORD M= T =C= 279 210 155 0 # FT Si FT # FT # FT 960360.464 SEISMIC FORCE UPPER FLOOR MAIN FLOOR LOWER FLOOR SEISMICt'GOVERN ice.: K'<4 >�"i'a Sn . �, ..,...r„ fKl, -•yv�. y. -., ,SEISMICtG;O.VER�IS � n} �,.,tx.. vc•�a��i SEISMIC G.OVt r. rK:xxix lt: l ERNS44 >' al�I:i S'� ti <�2V..i:u'JS 1` A SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 550 1.33 MIN BOLT SPACING 5/8" DIA. AB 790 1.33 MIN BOLT SPACING „�r,Rm „w�s.w, , .175F40�8182 #FT 72353.25 2192.522727 ALOW.Ft= 143.64 # /NAIL 15.26 NAILS 21261 F (ROOF) F (FLOOR) P(LOWER) P(GARAGE) P(ROOF) P(FLOOR) P(LOWER) P(GARAGE) # /BOLT FT O.C. # /BOLT FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 9905210 Tryon Plan #2715_1997-7 Lateral analysis work O>5320 WIND FORCE 525 1.33 279 210 156 232 122 126 0 698.251 # FT # FT # FT it FT # FT # FT # FT # FT @ 279 # FT @ 489 # FT @ 644 # FT OK 5/24/00 PAGE 4 19.5 .• ,6.5 4.5 0 #N /A 180 MIESII MIN PLATE NAILING 10 INC O.C. Mo= WaII(DL) Roof (DL) Mr= T =C NI REQUIRED 4309.60 5746.13 5746.13 4309.60 240 320 320 240 1224 . . 1836 1836 1224 1464.00 2874.67 2874.67 1464.00 948.53 717.87 717.87 948.53 CS16 -30 _ NA _ NA _ CS16 -30 19.5 .• ,6.5 4.5 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 19.5 .• ,6.5 4.5 0 17715.66 5905.22 4088.23 0.00 1560 520 360 0 0. 0 0 0 10140.00 1126.67 540.00 0.00 388.50 735.16 788.50 #DIV /0l NA NA NA _ #DIV /0l 4.5 5.5 4.5 6.5 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 z 0 U- UPPER FLOOR TRIB.LENGT Load 2791 #N /A ; Ht. 8 Mo= WaII(DL) Roof (DL) 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED 2/3DL REACTION HOLDDOW UPPER FLOOR TRIB.LENGT Load 2231 :. 15.5 Ht. 8 Mo= WaII(DL) Roof (DL) 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED UPPER FLOOR TRIB.LENGT Load 2791 ' . 6.5 Ht. 8 Mo= WaII(DL) Roof (DL) 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED a a a a WALL SEGMENTS b C b b b C C C d d d d KAPPLER ARCHITECTS BELLEVUE, WA 9905210 Tryon Plan #2715_1997-7 Lateral analysis worI 2$6411320 SHEAR V WALL TYPE MIN PLATE NAILING #N /A INC O.C. MIN PLATE NAILING 15 INC O.C. R p MIN PLATE NAIL l 20 INC , ?sAp° Ge'ls'; 5/24/00 PAGE 5 8:75. 2.5 ; 10.5 75 .:; ,0 119 Mo= WaII(DL) Roof (DL) Mr= T =C N REQUIRED 2384.49 10014.85 7153.46 0.00 MIN PLATE NAILING 14 INC O.C. 200 840 600 0 90 375 :; .: 270 0 241.67 4252.50 2175.00 0.00 857.13 548.79 663.79 #DIV /0! CS16 -30 NA NA #DIV /01 15.25 9.5.: 6.5 3.5 0 218 Mo= Wall(DL) Roof (DL) Mr= T =C N REQUIRED 16601.97 11359.24 6116.52 0.00 MIN PLATE NAILING 8 INC O.C. 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 /01 #DIV /0! CS16 -30 CS16 -30 #DIV /0! #DIV /01 9.75 10 10 0 0 136 Mo= WaII(DL) Roof (DL) Mr= T =C N REQUIRED 10893.70 10893.70 0.00 0.00 MIN PLATE NAILING 13 INC O.C. 800 800 0 0 0 0 0 0 2666.67 2666.67 0.00 0.00 822.70 822.70 #DIV /0! #DIV /01 CS16 -30 CS16 -30 #DIV /0! #DIV /01 FRONT TO BACK UPPER FLOOR TRIB.LENGT Load 279 Ht. 8 x C7 re 2/3DL REACTION HOLDDOW UPPER FLOOR TRIB.LENGT Load 279 Ht. 8 w w 2/3DL o REACTION HOLDDOW UPPER FLOOR TRIB.LENGT Load 279 Ht. 8 th ww 2/3DL v REACTION HOLDDOW UPPER FLOOR TRIB.LENGT Load 279 Ht. 8 J 2/3DL REACTION HOLDDOW a a a a WALL SEGMENTS b c b c b b c c KAPPLER ARCHITECTS BELLEVUE, WA 9905210 Tryon Plan #2715_1997-7 Lateral analysis wor142 0145320 d d d d SHEAR V WALL TYPE R a p t =�UKW C1'r OF r, r• . • , t a ' PEA OVT CE141 5/24/00 PAGE 6 ...: •,:. •••• ',.::.'":. '..: 2397.44 2797.02 2797.02 2397.44 510 595 595 510 ' • :',•:::' '''',.'..... •: . -; '''.•;,:•:::'".•' 1374.00 1534.17 1534.17 1360.00 341.15 360.81 360.81 345.81 NA NA NA NA 2.75 2.5 2.75 19.5 14960.04 14960.04 0.00 0.00 340 340 0 0 ' 840 672 5041 0 226.67 226.67 0.00 0.00 7366.69 7366.69 #DIV/0! #DIV/Ol STHD 14 STHD 14 #DIV/0! #DIV/0! 2.75 2.5 2.75 19.5 25589.54 14216.41 14216.41 0.00 1530 850 850 0 ' 840 672 5041 0 7110.00 2536.67 2256.67 0.00 2053.28 2335,95 2391.95 #DIV/01 2-CS16-30 2-CS16-30 2-CS16-30 #DIV/0! 2.75 2.5 2.75 19.5 2701.12 2455.56 2701.12 19153.38 467.5 425 467.5 3315 1176 1008 1260 o 1506.54 1194.17 1583.54 21547.50 434.39 504.56 406,39 -122.78 NA _ NA NA NA I RIGHT TO LEFT MAIN FLOOR TRIB.LENGT Load 4891: 2.5 Ht. 8.5 Mo= Wall(DL) 0 Floor,Roof(DL 2/3DL Mr= REACTION T=C HOLDDOWN REQUIRED MAIN FLOOR Load Ht. TRIB.LENGT 391 8.5 Mo= Wall(DL) Floor,Roof(DL 2/3DL Mr= REACTION T=C . HOLDDOWN REQUIRED MAIN FLOOR TRIB.LENGT Load 4891 13 Ht. 8.5 Mo= cc Wall(DL) Floor,Roof(DL cc 2/3DL Mr= 2 REACTION T=C HOLDDOWN REQUIRED MAIN FLOOR TRIB.LENGT Load 4891 6.5 Ht. 8.5 Mo= Wall(DL) Floor,Roof(DL 2/3DL Mr= REACTION T=C HOLDDOWN REQUIRED a WALL SEGMENTS d a a a b b b See beam calculations for added overturning load KAPPLER ARCHITECTS BELLEVUE, WA 9905210_Tryon Plan #2715_1997-7 Lateral analysis worietit803k$16320 d d d SHEAR V WALL TYPE MIN PLATE NAILING 18 INC O.C. LRP AT GARAGE WING WALLS - MEETS APA TEST LOADS MIN PLATE NAILING 2 INC O.C. MIN PLATE NAILING 5 INC O.C. MIN PLATE NAILING 15 INC O.C. 5/24/00 PAGE 7 " ' - ,3 - -• :-. , ,,,12.5 ,,-.; . , , ,4 , '. . ; , .‘ . ' 0 7671.82 31965.90 10229.09 0.00 255 1062.5 340 850 ' '432 . ; :0 ' ' • 432 • 0 363.00 6302.08 645.33 0.00 2436.27 2053.11 2395.94 #DIV/0! STHD 14 RJ STHD 14 RJ STHD 14 RJ #DIV/01 6 15 13444.48 9777.80 6111.13 12222.26 935 680 425 850 ' '432 . ; :0 ' ' • 432 • 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 6 15 27942.60 11642.75 27942.60 0.00 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! 6 15 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/0! #DIV/0l STHD 14 _ STHD 14 #DIV/01 _ #DIV/0! I FRONT TO BACK MAIN FLOOR TRIB.LENGT Load Ht, 8.5 Mo= . • Wall(DL) CD Floor,Roof(DL 2/3DL Mr= . . REACTION T=C HOLDDOWN REQUIRED MAIN FLOOR TRIB.LENGT Load 4891 Ht. 8.5 Mo= • th Wall(DL) 1- 0 Floor,Roof(DL z E2 2/3DL Mr= w REACTION T=C HOLDDOWN REQUIRED MAIN FLOOR TRIB.LENGT Load 4891 16.25 Ht. 8.5 Mo= Wall(DL) LU Floor,Roof(DL 2/3DL Mr= REACTION T=C HOLDDOWN REQUIRED MAIN FLOOR TRIB.LENGT Load 4891 9.75 Ht. 8.5 Mo= Wall(DL) Floor,Roof(DL 2/3DL Mr=-• REACTION T=C HOLDDOWN REQUIRED a a a a WALL SEGMENTS b C b b b C C C d d d d KAPPLER ARCHITECTS BELLEVUE, WA 9905210_Tryon Plan #2716_1997-7 Lateral analysis workig544 .: • • „ „ • „ SHEAR V WALL TYPE MIN PLATE NAILING 6 INC 0.C. MIN PLATE NAILING 6 INC 0.C. MIN PLATE NAILING 6 INC 0.C. MIN PLATE NAILING 8 INC O.C. • , • , • ... •• oispoik clec -rok ovri o eso ml. CS1 5/24/00 PAGE 8 13 .: 8 8 :. 20 #N /A #N /A #N /A #N /A 0 0 0 0 1520 1520 3800 0 0.00 0.00 0.00 0.00 #N /A #N /A #NIA #N /A #N /A _ #N /A #N /A _ #N /A 13 .: 8 8 :. 20 #N /A #N /A #N /A #N /A 0 0 0 0 1520 1520 3800 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 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 /01 4 3 2.5 2.5 13261.25 9945.94 8288.28 8288.28 760 570 475 475 2016 2016 . . .1620 '. 1620 3701.33 2586.00 1745.83 1745.83 2389.98 2453.31 2616.98 2616.98 STHD 14 STHD 14 STHD 14 - STHD 14 RIGHT TO LEFT LOWER FLOOR TRIB.LENGT Load 6441 #N /A Ht. 9.5 Mo= Wall(DL) O Floor,Roof(DL 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED LOWER FLOOR TRIB.LENGT Load 6441 .,:, #N /A Ht. 9.5 Mo= Wall(DL) Floor,Roof(DL 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED LOWER FLOOR TRIB.LENGT Load 644 Ht. 9.5 2 2/3DL REACTION HOLDDOW LOWER FLOOR TRIB.LENGT Load 6441 ' 6:5 Ht. 9.5 Mo= WaII(DL) Floor,Roof(DL 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED a a WALL SEGMENTS b c b c d d a a b b c KAPPLER ARCHITECTS BELLEVUE, WA 9905210 Tryon Plan #2715_1997-7 Lateral analysis wort ®816320 c d d SHEAR V WALL TYPE MIN PLATE NAILING #N /A INC O.C. #N /A MIN PLATE NAILING #N /A INC O.C. MIN PLATE NAILING 0 INC O.C. a ece ig&No ori or ?sot° GeNleR 5/24/00 PAGE 9 31 0 0 . ; 0 73446.92 0.00 0.00 0.00 2945 0 0 0 0 0 0 30431.67 0.00 0.00 0.00 1387.59_ #DIV /01 #DIV /01 #DIV /01 AT CRIPPLE WALL _ 33 0 0 . ; 0 28992.20 22549.49 9664.07 0.00 1710 1330 570 0 0 0 0 5130.00 3103.33 570.00 0.00 2651.36 2778.02 3031.36 #DIV /01 HTT 22 HTT 22 _ HTT 22 _ #DIV /0l 33 0 0 . ; 0 99459.36 0.00 0.00 0.00 6270 0 0 0 0 0 0 68970.00 0.00 0.00 0.00 923.92 #DIV /01 #DIV /0! #DIV /0l ON CONCRETE WALL _ #N /A 0 0 . ; 0 _ 0 #N /A MEIN MIN PLATE NAILING #N /A INC O.C. Mo= Wall(DL) Floor,Roof(DL Mr= T =C N REQUIRED #N /A #NIA #N /A #N /A 0 0 0 0 0.00 0.00 0.00 0.00 #NIA #N /A #N /A #NIA #NIA _ #N /A _ #N /A #N /A FRONT TO BACK LOWER FLOOR TRIB.LENGT Load 644 Ht. 9.5 Mo= _ . WaII(DL) O Floor,Roof(DL E2 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED MAIN FLOOR TRIB.LENGT Load 6441 10 Ht. 9.5 Mo= • = Wall(DL) C 7 Floor,Roof(DL W 2/3DL Mr= ✓ REACTION T =C HOLDDOWN REQUIRED MAIN FLOOR TRIB.LENGT Load 6441:: 1625 Ht. 9.5 Mo= Wall(DL) z • w Floor,Roof(DL 2/3DL Mr= O REACTION T =C HOLDDOWN REQUIRED MAIN FLOOR TRIB.LENGT Load 644 Ht. 9.5 2/3DL REACTION HOLDDOW a a WALL SEGMENTS b c b a b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 9905210 Tryon Plan #2715_1997 -7 Lateral analysis workietimilk$16320 d d d SHEAR V WALL TYPE MIN PLATE NAILING 0 INC O.C. MIN PLATE NAILING 0 INC O.C. MIN PLATE NAILING 0 INC O.C. C , 1� }K��J' �ER LLh 5/24/00 PAGE 10 !LEV. A I I MI td +� I- -2,1 M Kappler Architects, P.S. 14311 SE 16th ST. Bellevue, Washington 98007 (425) 641-5320 * Fax (425) 641-5318 TRYON CONCEPTS o By ' St MI PLAN # 2715 MS DRAWING IS ® CCPYROHTED AND S nE EXC USVE PROPERTY or THE ARGiTECT = In r - � o 1 L -J r - � 101 L -J r I o I L -J r -� • ID L_J (ete t e l o l o f I a I I I I I I L - -J -J L - -J n 1 ! 0 _° 1:131N33 .11Vtil3d M \KAA \99 \99052 \990522105.23.2000 121605 Sheet: FL Wakstatm Ma . O I r cr L r 101 L -J r —� I L ia P j ii.• 4 4 1 SHY. A I aen: WI j Kappler Architects, P.S. 14311 SE 16th ST. Bellevue, Washington 98007 (425) 641-5320 * Fax (425) 6415318 TRYON CONCEPTS Date LI -' or PLAN # 2715 __ i s ORAWN ® COPYfi3HTED MO e TM EXCLUSIVE PROPERTY OF THE MCHTECT all r I,►�ur�>��,I'�sa� �1 it s_ 1.: 1 EMI fir, EH ammaisi m1:,e!i f, asam o , 1111 °•11111MIKIi \.. I 1=11111111m1 "y i� 1 ��I��ii�ilt. '-' Tat: tN P; ' 7 % ig C464) IIUMPTIOP — ■ 1�►7i 1 �i u Ik l� ` u a 3.1.1\130 _LIVII1:13c1 m n v L M.\KM \99 \99052\990522105.23.2000 1216:11 Shoot LL Wodcstalm MatIM r r 1 Niro Po a 1 i L rowomil 1 I r.�!ui 1161 / 631 1MNig11 I 1 EARRIIME CK\ r it r ing1 ;�ii r v � C• ] _ d 1 3 n t IIE`,��i'' N F ter. ■ pre . N,� I r ' {tom � 1 I F I' t► L .1 -•--- : eawwrrrr I I i E i �R ELEV. A I Ml Kappler Architects, P.S. 14311 SE 16th ST. Bellevue, Washington 98007 (425) 6415320 * Fax (425) 641.5318 TRYON CONCEPTS Dmuse ate By DescMtnn Font NM PLAN # 2715 NS WNW S 0 cxx +TEO NO s T?E ExCLUSW PROPERTY OF THE AACiiTEC1 ii ow MEI LZEI KO A W/APIMIA1111111211,41rAliffil x 4111 no I. ANNE L1 il .r, - . _ ht1 _• MOM • swim WM ��. 6D tl L M\KM \99\99052\990522105.23.2000 1216:18 Sheet: M Wakstatiort MetIM z I1 r 0 0 X L PLEV. A Kappler Architects, P.S. 14311 SE 16th ST, Bellevue, Washington 98007 (425) 6415320 * Fax (425) 6415318 TRYON CONCEPTS Da to By Des:mtcn '6 - MI r PLAN # 2715 TF$9 ORAY*40 6 0 CCPYFIOHTEO MO 6 THE EXCLUSIVE PPOPERTV THE ARCHTECT NI rwo '33 Oc3 ° I I. - ; ° CD .. i . • 11107 Iii, r:u:n — — um rn i (11D ,--- i , 6. I t , ' iI I ' J . li ... r r 0 0 7d trl L M\KAA \99\99052\9905221 05.23.2000 121626 Sheet: :UL Workstaton MaIIM WIT 0:13 2.12111:111L SHEARWALL SCHEDULE CSIMADO 31 IF 11 ii 1 01120 I0M211P ury 17I uOOr ay7m 1 0101 9400010 017Of Kl OV 7Y11 1 4!101 000010 7N7tN ury 147u00 I O11Jf t0. 0•01 710Km0111r 3 33 LL( it i C C VP CAB CE SCR SAY 4/5 OE SCE Bgf r . di a. n r. . n . I • r• O1. d Cl b D d d • I e e ee eee e e e e 9 I sir • 5,5 • AF S.r • w S•r • ST •K ST • 37• SNP • 75 ST • Y• ST • Y• 3A'•LP ILl • w k k kN b � r $ c b b L i r 7n it • 3 3 33 333 3 e3 3 331 3 11g etng 3 '1 2 2 N• as NO SOES OR sar us no SEES sg Tn• OE 30 \ysa 3 STUDS PAL EDGES - 3• STUDS sk3 TAY OS0. 503 STAGGER SEATNNG DS EON SU • PM PA EL EDGES € . 8.151-4 A 61AAERLIIB . 3ONG NAIDB0.W. CQYl71 RI I ri Stiffly I� i A i Iiiiiilliii!kl!li LOWER SHEAR WALLS IMAM K•TI I / / a a : ►se ;: ��r/ 8 AW mss �� 41 IA�>• r *- cirwl kki l e er Is!•�!• I � r - mss• I 'IN1 iii �� 'E N. IRDDD1Pw I R �ll .1 �� :I.� I1������G u•� , OUNDATION SHEAR WALLS kn KNt SYMBOLS & LEGEND PONY LOAD POUCH ABOVE SW LOADNG PONT LOAD TRMRIlIRG DOWN 0 PORT LOAD TRMOHR 3 D0N W LOADING PONT LOAD Rv, ABOVE HAMER PONT LOAD TRU SPERIG2 BY KIOLLR j i C WILD acT;N NTH SIS 0550AT101 c>'"P� vERTE-Y. STRAP 646( ICE DESCNAT1OA 1F" TO BE USED d ROOF OELOA 1 ' 51 — HGIIIO(TAL STRAP IIRTH SIZE DESIUiATTON O •OIGATES BEAD. cALLMAT104 VIM R50® Nri5E21 I P C EXTENT OF SAAR WALL TYPE O SHEAR WALL = S1LL ALOV! 1=== WALL 50.05 ECM 555255 OIHERIrA! NdTPD. 13406ERPG AND c.ALotaTic65 AI•! MOT •RDVOO N Ra<S! DRSCSG& SHEAR NOTES 64.555 animism MO1EDl pESIGN CRITERIA I. SEE CALCLLATIONS FOR DESIGN CRITERIA GENERAL NOTES l ALL REARIMLL6 SAWN 04 THE FLOOR PLAN ARE FOR WALLS 04 THAT LEVEL (TYPICALLY SHOW SHADED). 2. ANCNORA0 IS FOR SAF p'A' LS(PANEL6) O&Y 6SEFE PORTIONS OP WALLS ARSE NOT DESGNATED AS SHEAR PANELS. NAILS MAT BE SPACED • 16• OLIMN) PER TABLE 73 -1.0 3. C EWE P ORTIO45 OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS THEN SHEAR DETAILS DO NOT APPLY. FOLLOW FIRM UkL PEOJI ET5ENTS. 4 PROVIDE TWO 55D5 AT ALL HOD 00114 LOCATIONS. S. SEE MANPACT17ERT3 REOUIREHENT5 AND DETAILS FOR EACH TYPE O HOL00EN. STRAP. AND COMECTOR FOR PROPER NSTALLATION 6. ALL PLYILOGO OR GYPSUM 6.5APWALLS SHALL BE APPLIED 1 Z0NTALLY OR VERTICALLY OH STUDS EDGES SHALL BE STAGGERED AT CENTER 04 STUDS AND BLOOCED PER SCHEDLL.E. 1 DO NOT OVERDRIVE NAILS INTO SHEATHNG. 0. STAPLES OR SCREWS ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED SHEAR WALL PANELS 01E55 PRE - APPROVED BY THE WILDING OFFICIAL ROOF • FLOOR SHEATHINQ L 14100 51EATHRG. lA5' O5B APA RATED SHEATHRG (74/05 LAY LP 655 MNSIJ1 1/r CLEAR EETIIEEN PANELS TO ALLOU FOR EXPANSION. NA/LING SHALL dE Sd AT 4 Oe AT PANEL EDGES AND D Oc AT NTESW _DIATE SUPPORTS. PROVIDE EDGE CLIPS • 24. OG • ALL 0.LS PPORTED EDGES. ALLO:LASLE DIAPNR6Y S1EAR•I556017•41.7p•r 2. FLOOR SHEATHING. 3(4° COX TO APA RATED PLYWOOD (AMA) NAILED APO GLUED. ADHESIVE SHALL COMFORT TO APA SPECWICAT1CH AFG 01. PROVIDE TAG EDGES AT LO•Ge PANEL EDGES NAILRG SHALL OE 10d AT L oc AT PANEL EDGES AND IC oc AT NTESWODIATE SUPPORTS. ALLOCABLE OL4PIAZNI 1516AR•78.067•mp•r 3. PLYWOOD SHALL BE LAID W/ FACE GRAN PETE DCIQLAR TO SUPPORTS AND END MAIN FLOOR SHEAR WALLS UPPER FLOOR SHEAR WALLS kAl K.r� HEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS RECEIVED CITY OF TUK PERMIT CENTER U z 0 U z 0 Fit F- E_ N a co o cm a Q L) F � * V w v mi k CO CL CL CO TIRE A7 NO: !s1 ,1997 UBC SHUT S3 ELEV. A • LOWER SHEAR WALLS FOUNDATION SHEAR WALLS Cu MrI SYMBOLS & LEGEND 0_ 2.4,4. PORT LOAD FRR7 ABOVE • PONT LOAD ADS MOVE W LOADING I PORT LOAD TRANOPIDING DOW 1t 4. PONT LOAD TwYCFEIIED BY KIOQR NOLD DOWN 11774 am DES PLATION VERICA. STRAP 14114 SDI peACA1ATO1 �• TD ae meD oN rL Oae emu •a — 7401e70RAL STRAP 117a 612E DESNWATIGN O 101CATE6 BEAM CALOLATION 1(774 NOB)® 711 O[R Pow LOAD 1*417 711♦G DOW W LOADNS I mo`{ '.• EXRNR CP 6K.YR GALL �.• TYPE O SCAR GALL = GALL ABOVE 7C=== 72•1.1 mai 111111 OTIY6E NOTED- VCdmeNG ANO CALMLATCNIS 411 NOT PFIDVI010 N TITRE D•A11176 1 MAIN FLOOR SHEAR WALLS SHEAR NOTES 1N1E% OTmRRE LC7FDl DESIGN CRITERIA 1. SEE CALCULATIONS FOR DESIGN CRITERIA GENERAL NOTE$ L ALL I ARLIALLS M(OIN ON THE FLOOR PLAN ARE FOR WALLS ON TWAT LEVEL (TYPICALLY NON &JADED' J. ANO(ORAGE IS FOR "E •QUA LYPAN L5J 04.Y WOW PORTICN5 OF WALLS ARE NOT DESIGNATED Al SWEAR PANELS. NA/L5 MAT BE SPACED • Is oL(MJU PER TABLE 73-1 -0. 3. WERE P0RT1O1LS CF WALLS APE NOT DESC14ATED AS 'YEAR PANELS TI EN NEAR DETAILS DO NOT APPLY FOLLOW MN UIIG REGTARET 17TS. 4. PROVIDE TWO STIRS AT ALL NOLO DOW LOCATIONS. 5. SEE MANPAG1i1RER'S IEOWREMEN15 AND DETAILS FOR EAOI TYPE DP 7 0.00.Ul STRAP; AND CONNECTOR FOR PROPER INSTALLATION. O. ALL PL11i1OD OR 01 P5111 S<RARILLYLS SMALL EE APPLIED moR12CHTALLY OR VERTICALLY 01 61705. EDGES SMALL EE STAGGERED AT CENTER OP STUDS AND 5L00010 PER 501D1LE. 1 DO NOT OVEI®R1VE NAA.S INTO &RAINING. & STAPLES OR SCREWS ARE NOT AN ACCErTABLE ALTE*4A1NE TO NA/LS FOR DESIGNATED SWEAR WALL PANELS 1:4.116 PRE - APPROVED BT TWE EUILDNG OFFICIAL ROOF I FLOOR SNEATWIN L ROOF 51EATNNG. 1/14 O1B APA RATED SMEATNNG (TA/OX LAY 71 W MWIR'RA1 VS' CLEAR EE11E94 PANELS TO ALLOYJ FOR EXPANSION NAILING 5144-. EE Ed AT •• cc AT PANEL EDGES AND D' INC AT SRER^FDIATE SUPPORTS. PROVIDE EDGE CLIPS • 24' OZ. • ALL INN'AIPPORTED EDGES. ALLOIUAELE DIAPNRAM 51EAR•110.037•147p.r 2. FLOOR 6NIEAIMING. 3/4' CDR TIG APA RATED PLTIEXIO (46043 NAILED AN0 GLUED. AD1ERIVE SMALL =INFORM TO APA SPECIFICATION AFG 01. PROVIDE TO EDGES AT LONG PANEL EDGES. MARRO SMALL EE WC AT •• oc AT PANEL EDGES AND 10' oc AT INTERMEDIATE SIFPoRT51 ALLOWABLE • OLAPHQA' 51EAR.ZBa0E7.RTp.( !. PLY11.000 SMALL EE LAID If FACE GRANT PERPETOICILAR TO SUPPORTS AND END m'►cy r" GI-4 Gb1 G2-4 P4SA PI• R 7A1' O!a R .J, OE ROE PI-NO iSE ]A 17702 I• rums. EDFf- P7.7 USE J• 61705 P2-A Pea $414 7T CAR OE SCE OR SAF ue OR SOX yr(Ae ILO 30E3 Olt SAY CAD TWD50 4 LW OSa 150 3DFS SUGGEN 9EA7NIY. -CIOS 7210 RIDS • P171. EGGER G !117NAJ•J9R +a/ma a W G OR IDYL SHEARWAI Id COMER FOR Kr a COQER (OR VW Ad FL.R• BY OWL b ccR1x al 1 • 1 4 • • 4 3 4 R 4 s 2 a v a a UPPER FLOOR SHEAR SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCU] IOTES: DRIVEWAY PAVED FROM 5. 150th TO GARAGE SD. PIPE a 4' NON• PERFORATED ADS N•I7 TESTABLE 555 PIPE 15 6' 5DR 35. ON A fa% SLOPE. CLEAN OUTS PER CITY INFRASTRUCTURE STANDARDS. WATER SUPLY FROM METER TO THE HOUSE IS 3/4'. WATER METER 15 FOGTITE 'I WATER SUPPLY CONNECTED TO WATER METER SETTER SITE WILL BE PERMANENTLY STABLE BY USING SEED I MULCH BY GONER : BY COMPLETION DATE TEMPORARY EROSION CONTROL TO BE STRAW ON THE DOWNHILL SIDE OF THE LOT PER 1998 KC. SURFACE WATER DESIGN MANUAL APPENDIX D. 1PPRX. IOT YARDS OP EXCAVATION fO BE RELOCATED IN REAR OF LOT "EST TEE ANITARY SEWER TUB OUT E= 165.00' 25'.0 4' SIDE SEWER MIN 2% AND 10'•0' MIN AWAY PROM DRIVEWAY INDICATES EXISTING /PROPOSED elAL E?Cle3+1419 \\J; vt NATURAL DRAINAGE PA • • • These plans have been rev Works Department for conformance City standards. Acceptance is omissions t'.hic" lo not authorize ado ted - , •rdinances. for tho design - drawi: Tor for Final Ste Public Works wwwwwwiropigNISION ..'?sign ro: `ins r will ' :�T1itta1 ' ;.prove^,(. is subject to utilities Inspector. wit t-t CTION CS) SITE PLAN FOR LOT 12 SCALE : I'00' SUBDIVISION • BEIGSTROM (THE JUNCTION) STREET ADDRESS : LOT AREA : 1558 sgrt PLAN 0 : PLAN 0 21158 LOT SPECIFIC OU.NER . TRYON CONCEPTS ADDRESS , 14420 SE 84th ST. NEWCASTLE PHONE • (425)255.6515 TAX • - LEGAL DESCRIPTION • • RECEIVED AUG 21 2000 TUKWILA PUBLIC WORKS U11I suanoar03 w . tiUt;epiawr so auul om ssic Which do nod Mlworiz• ado p'.: :;..ndards or forth ..:' :;,uacy of res. desi;;:. .i .editions, or r drawn.,,:; inter this le vol:. and MI rcquiro a A l ai of . for sub:c::•iant Final is subject t the Pub;:, V.'orks utilities insp.. Date: 8 ma O i REvA it 1111111111111111.4 10.. ' rif V 5 mbB - — ' - - - ' .- _ .- .'_... , - D , s ' URUnitS CASE All • •�. 0 I UNDER R(COROIN a 66 4 iE vl W I < 7 � W C ')SHED OCK . CONC. OSED RAPHY RIVEW 6 EXIST! TOPOO 20'•0' ARINO PERTY RONT BACK AREA T LINES FOR ADDITIONi■L INFORMATION SEE CIVIL ENGINEERING DR WINGS RECORDING #19990726001980 • 10 "D SETBACKS FRONT • 20' REAR • 10' SIDE • 5' SIDE ' 5 ' CID HOUSE TO BE BUILT GARAGE RIGHT CL PR 20' SE $TdR.0 DRAIN - E 169.00' EXISTING , ,TOPOGRAPHY l r•�' JOB M' 99I52.I4c PLAT FILE w. 9912202 DATE: 08 -01 -55 SRU REVISED DATE. 11-23-55 M,JM Kapp ler Arctii tee ts, P, S. 13400 Northup Way, /33 Bellevue, Wa. 00005 leI 425 -041 -5320 fax 425 - 041 -5310 ,3 t?P . Qc3:. LINE T #I3 ATER SUPPLY STUB OUT 'N4" METER lE- I64.00' Lk) 014 i 101E5: DRIVEWAY PAVED FROM 5.1501h TO GARAGE 5D. PIPE OF 4' NON• PERFORATED ADS N•i1 TESTABLE 555 PIPE 15 6' 5DR 35. ON A ¢% SLOPE. CLEAN OUTS PER CITY INFRASTRUCTURE STANDARDS. WATER SUPLY FROM METER TO THE HOUSE 15 3/4'. WATER METER 15 FOGTITE '1 WATER SUPPLY CONNECTED TO WATER METER SETTER 511E WILL BE PERMANENTLY STABLE BY USING SEED I MULCH BY O.INER , BY COMPLETION DATE TEMPORARY EROSION CONTROL TO BE STRAW ON THE DOU.NHILL SIDE OF THE LOT PER 1958 KC. SURFACE WATER DESIGN MANUAL APPENDIX D. 1PPRX. 10T YARDS OF EXCAVATION 1'O BE RELOCATED IN REAR OF LOT "EST TEE ANITARY SEWER ,TUB OUT E= 165.00' 25'•0' 4' SIDE SEWER MIN 2% AND 10'•0' MIN AWAY PROM DRIVEWAY INDICATES EXISTING /PROPOSED NATURAL DRAINAGE PAP ' ' • L • 21AG E X7'1 149 pP2� l X' ` a `'� FI e(ci � � tli� Noc44- These plans have been rev Works Department for conformance wit City standards. Acceptance is sub' - H omissions :'hic'l •lo not authorizc adopted , •rdinances • for the •' .sign rc: design 'ons r draws, will ' And t .....;:;,mittal , for c ; proval. Final uc� . Ica Is subject to the Public Works utilities inspector. CD N CTION _Zoltan by RECEWEED AUG 21 2000 TUKWILA PUBLIC WORKS 2_ i t These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subjer` ' • ' ^nd omisc:: - - v;h'ch do not euthoriz adop': ::.r:dards or ofdnanoes• forth: ...: uacy of thedolon res' dull o % or 1 .:.�,ltlons � drav:, • ,ar this dde vo;. and ■:i,.1 r:, uiro a reatiblidtal of for sub: — : _ont approvd. Final c.: _ .:.nce is subject t the PuL:: ; V: Irks utilities insp .. Date: 8 z y: E P. AO . CONC. MEW C RJSIIED ' OCR .: - ; 1 ' R O TOP OSED • RAPIIY 10' SI D.� ECID 8' Waft MAIN EXISTI TOPOG 20'•0' ARING PR PEATY 20' RONT SE BACK t REV. d POR ADDITIONYkL INFORMATION SEE CIVIL ENGINEERING DR WINGS RECORDING #19990726001980 10 "D CL U rn + �,STd'RM DRAIN ( - E 169.00' � = EXISTING n•nisnnaAh►ly by HOUSE TO BE BUILT GARAGE RIGHT AREA T9 BE LINES . , V .VATE LINE OL3T #13 WATER SUPPLY STUB OUT 3/k` METER IE -t6Q 00' I '..I TJ- Beam°" v5.45 Serial Number 7000013962 BEAMUSA 1111 8/17/2000 9:44:18 AM Page 1 of 1 Build Code: 124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED LOADS: SUPPORTS: Analysis for Beam Member Supporting FLOOR - RES. Application. Tributary Load Width: 9' 6" Loads(psf): 40 Live at 100% duration, 12 Dead, 0 Partition, and: TYPE CLASS LIVE Uniform(pIf) Floor(1.00) 0 Point(lbs.) Floor(1.00) 1340 Point(lbs.) Floor(1.00) 1340 1 2x4 Plate 2 2x4 Plate Shear(lb) Moment(ft -lb) Live Defl.(in) Total Defl.(in) INPUT BEARING WIDTH LENGTH 3.50" 6.015" 3.50" 6.047" DESIGN CONTROLS: MAXIMUM 6814 30845 No Project Information available Copyright 02000 by Trus Joist. A Weyerhaeuser Business. Parallam0 Is a registered trademark of Trus Joist, C:ITJBEAMWA1Temp Calc_for JK- 816.bm Dcm-- 6)2-7 6 / 2.69" � x 18�Parallam® PSL _ _ 16' DEAD LOCATION APPLICATION COMMENT 85 0 to 16' Adds to 802 6' 1.5" Adds to 802 10' .125" Adds to REACTIONS(lbs.) JUSTIFICATION LIVE/ DEAD/ TOTAL Left Face 4368 / 2508 / 6876 Right Face 4392 / 2522 / 6913 - See Trus Joist SPECIFIER'S / BUILDER'S GUIDES for detail(s): A3. - Bearing length requirement exceeds input at support(s) 1, 2. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROL 5849 9361 30845 33558 0.373 0.522 0.589 0.783 CONTROL Passed(62 %) Passed(92 %) Passed(U504) Passed(U319) 1 Product Diagram is Conceptual. DETAIL Detail A3 Detail A3 OTHER 1.25" LSL Rim 1.25" LSL Rim LOCATION Rt. end Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading MC., WOW., - Deflection Criteria: STANDARD(LL: U360, TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist. Trus Joist warrants the sizing of its products by this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. - Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code NER analyzing the Trus Joist Residential product listed above. cll. co. i P�eaun wilt NPdt' 'tt't Q4 C £ tMfk) load. ';tip b ruivi AAA 'gas 141. 't►.e 5tNiaw iVUr S le4. d -1 t.e f - a 5eAmn ruz.A cf ‘.. tno b ,lock i to 04400•e.. i 6vv S I'c' <1 tJSi be(o 4 'Pe 'RAN o i s no-,) IV d'A L \LS.d.S *b be USA: PROJECT INFORMATION OPERATOR INFORMATION: 1 1 1, 1,11 1 TJ•Pron' and TJ.BeamT■ we trademarks of Trus Joist. r S . cri t c CEO;e. u ' .- tJ t.k 1t �i , i qt. t�� S ti \ _: I 0. 1. RECEIVED CITY OF TUKWILA AUG 3 0 2000 PERMIT CENTER r ; ,..11 !41N::i't)fi I -(4 new PT: F1 1kG' } September 27, 1999 Don Tryon 14420 SE 84th. Street Newcastle, WA 98059 Dear Mr. Tryon: Tammy Beck Permit Technician end File: Permit File No. D99 -0274 City of Tukwila RE: Letter of Incomplete Application #2 Development Permit Application Number D99 -0274 The Junction — Lot 12 5594 South 150th. Street S John W. Rants, Mayor Department of Community Development Steve Lancaster, Director This letter is to inform you that your permit application received at the City of Tukwila Permit Center on September 16, 1999 is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Planning Division: Carol Lumb, Associate Planner, at (206) 431 -3661, if you have any questions regarding the following: 1. The subdivision approved by the City Council requires that the houses on lots 12, 11, 9, and 2 be oriented to South 150th. Street. While the house may obtain access from a private tract, the house entrance must face South 150th. Street. Please note the front yard setback for the first floor is 20 feet; the setback for the second floor is 30 feet. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal a `Revision Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206)431 -3671. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 431.3665 '•.'.uCr A t. City of Tukwila Department of Community Development Steve Lancaster, Director PLANNING DIVISION COMMENTS DATE: September 24, 1999 APPLICANT: Don Tryon RE: D99 -0274, The Junction, Lot 12 ADDRESS: 57xx South 150 Street Please review the following comments listed below and submit your revisions accordingly.. If you have any questions on the requested revision, Carol Lumb is the planner assigned to the file and can be reached at 206 - 431 -3661. 1. The subdivision approved by the City Council requires that the houses on lots 12, 11, 9 and 2 be oriented to South 150 Street. While the house may obtain access from a private tract, the house entrance must face South 150 Street. Please note the front yard setback for the first floor is 20 feet; the setback for the second floor is 30 feet. c: \carol \gcneral \d99- 0274.doc John W. Rants, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 431.3665 August 16, 1999 , Don Tryon 14420 SE 84th Street Newcastle, WA 98059 RE: Letter of Incomplete Application #1 Development Permit Application Number D99 -0274 The Junction — Lot 12 5594 South 150th Street Dear Mr. Tryon: Sincerely, e 4 Brenda olt Permit Coordinator encl File: Permit File No. D99 -0274 .rov�n�+. h.•.:r�...�eu, ryll.�+IM�•J1ltv1 -ll rJrryCMNXIM:�i! nuts. nemn.........«....«..,... � .....n++•.•misre.naaiN+N +fYMNMt C: City of Tukwila Department of Community Development Steve Lancaster, Director This letter is to inform you that your permit application received at the City of Tukwila Permit Center on August 9, 1999 is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Building Division: Ken Nelsen, Plans Examiner, at (206)431 -3677, if you have any questions regarding the following: 1. Site plan and elevation not keyed. 2. Plans are flipped from site plan. 3. Foundation details may not fit site elevations. Public Works Department: Jill Mosqueda, Associate Engineer, at (206)433 -0179, if you have any questions regarding the attached. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal a `Revision Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206)431 -3672. John W. Rants, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 41313665 DEPARTMENTS: Len 116 rig Div' Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Incomplete n TUES /THURS ROUTING: Please Route APPROVALS OR CORRECTIONS: (ten days) Approved Fire Prevention Structural n Structural Review Required CORRECTION DETERMINATION: Approved Approved with Conditions REVIEWER'S INITIALS: F y.r s � rr , ,: to r '�u xwta h'•� *�w PMIT COORD COPY PLAN REVIEW /ROUTING SLIP 'ACTIVITY NUMBER: D99 -0274 DATE: 5 - -2000 PROJECT NAME: THE JUNCTION SITE ADDRESS: 5594 S 150 ST Original. Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XX Revision # 1 After Permit Is Issued L Planning Division Permit Coordinator n DUE DATE: 5-30-2000 Not Applicable n Comments: No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE 6 -27 -2000 Approved with Conditions n Not Approved (attach comments) U REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) DATE: PIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D99 - 0274 DATE: 12 - - PROJECT NAME: THE JUNCTION LOT 12 Original Plan Submittal . XX Response to Incomplete Letter # 2 . Response to' Correction Letter # Revision # _After Permit Is Issued DEPARTMENTS: Building Divisio /W(/ t2-T-� , y Public W r kk sS l��ti�Wrr I mo- - ;, NO Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete APPROVALS OR CORRECTIONS: (ten days) Approved I I Approved with Conditions n Approved Approved with Conditions El TRROUTE.DOC 5/99 s Plan ni' ng`Division / IL -14 Permit Coordinator DUE DATE: CORRECTION DETERMINATION: DUE DATE Not Applicable TUES /THURS ROUTING: Please Route Structural Review Required n No further Review Required U U 12 -02 -99 Comments: n REVIEWER'S INITIALS: DATE: DUE DATE 12 -30-99 Not Approved (attach comments) ri REVIEWER'S INITIALS: DATE: Not Approved (attach comments) ri REVIEWER'S INITIALS: DATE: DEPARTMENTS: Building Division Public Works Complete Approved \ PRROUIL.DOC 5,99 • Pervn a-aci PLAN REVIEW /ROUTI ACTIVITY NUMBER: D99 -0274 0 DATE: 9- 21 -99 PROJECT NAME: THE JUNCTION - LOT 12 Original Plan Submittal XX Response to Incomplete Letter# 1 Response to Correction Letter # _ Revision # _ After Permit Is Issued APPROVALS OR CORRECTIONS: (ten days) Fie Prevention Ci Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete P Not Applicable Li Comments: TUES /THURS ROUTING: Please Route I I Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: Approved with ConditionsL Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions CA -- a l g_Dj�vision IJC� CCY v Permit Coordinator DUE DATE: 9 -23 -99 DUE DATE 10-21-99 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DEPARTMENTS: Complete Ti Comments: U, ;II V'RROUTE.DOC 5/99 �..:RYn:+w.5vw:.Y. ti`t` >.t1••�fiw3'S i:itllY.fi1`h�:. C co. PLAN REVIEW /ROUTING SLIP ACTIVITY:' NUMBER D99 -0274 DATE 8 -9 -99 PROJECT NAME : THE JUNCTION LOT 12 X Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # _Revision # After. Permit Is Issued Build 11 Division 5-/2 -4 PuTlic Wo ks DETERMINATION OF COMPLETENESS: (Tues., Thurs.) 10.;eri "3 L1.; " r ,rt;n ?;v "?�:;aa'�r.!n.xa^;.M�: Fire Prevention n Structural Ti Permit Coordinator Planning Division DUE DATE: 8 -12 -99 Incomplete Not Applicable 144 C p(t (' Mitt 1 d TUES /THURS ROUTING: Please Route n Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 9 -9 -99 Approved Ti Approved with Conditions Not Approved (attach comments) Ti REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved Ti Approved with Conditions Ti Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Revision No. Date Received Staff Initials Date Issued Staff . •. Initials 1 I I Summary of Revision: Summary of Revision: ' ' Received By: Revision No. ' • Date Received Staff Initials Date Issued Staff Initials 1 I I Summary of Revision: Summary of Revision: • Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials 1 I I Summary of Revision: Summary of Revision: Received By: • Revision No. Date Received Staff Date Initials I ' Issued . Staff Initials 1 I I I Summary of Revision: Received By: • PROJECT NAME: Site Address: Revision - No.. Summary of Revision: aCe Jkt: di S 150 Date Received REVISION LOG rear vra -Lot 12 Staff Initials Received By: PERMIT isi0:.. L")2 ./...) Original Issue Date: a - 1 - 00 Date Issued r (pleas print) (please print) . (please print) (please print) pl ease print) '`'Staff Initials Date: ' 1 1 2-OQ° ( City of Tukwila kA Sheet Number(s): "Cloud" or highlight all areas of revision including date of revisl Received at the City of Tukwila Permit Center by: tp Entered in Sierra on tc • 2 Plan Check/Permit Number: .D0 John W. Rants, Mayor Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. D q9. 0'74 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # Z after Permit is Issued Project Name: `Th 2 it/IAA CA l o+ 1 °' Project Address: Contact Person: (►'i O w Summary of Revision: ( %moo Lam , .gK/ H W eAAA of ,Q,o4 -- i Z ✓o,c 4-bic N�� v Phone Number: 42 C 2 S S' ( Sle RECEIVED AUG 21 2000 PUBLIC WOR 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431 -3670 • Fax (206) 431-3665 Date: f 1 Z 1 7a City of Tukwila ❑ Response to Incomplete Letter # 0 Response to Correction Letter # Revision # 2 after Permit is Issued Project Name: Project Address: Contact Person: V�7L1 Is - fh e- j izt,vt t 0+ Summary of Revision: C -Q (S41 F H 62.1 John W. Rants, Mayor Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: D _9_9 - 02 P Pi RECEIVED AUG 21 2000 PUBLIC W R KS Phone Number: -I2 2SS- lQA- PA Loo- 12. Irl?›C 2 - 4-0 -kb-k_ Iii t 5—at c Ai ,ke.►Av-t✓ toy I '� Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: t] Entered in Sierra on 6 . ( 0 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax- (206) 431-3665 Date: 5' ^Zc -- a O ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # ( after Permit is Issued City of Tukwila • Project Name: 7 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, eta Plan Check/Permit Number: V t g 02- Project Address: SSqii S ( Se> - S'7 (..24 (64 Contact Person: 51":771•e> k Phone Number: 4kS es S Summary of Revision: ea -4> Ca-42- 5 .1 'Poe> r- ovi j .0e c(<" ro i / »t --v i4 42cC f • c 44-\ Mare, FAR (ez - c h w ( Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision RECEIVED Received at the City of Tukwila Permit Center by: CITY Or TUKWILA f Entered in Sierra on 5 24' -CO PERMIT CENTER John W. Rants, Mayor 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Far (206) 431-3665 Date: 1 - ' 1 -99 • 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. Plan Check/Permit Number: �ECEIVrn TUKyvn PERMIT c ' Dqq - 021 y John W. Rants, Mayor Er Response to Incomplete Letter # o� ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued Project Name: C J () n Ct(O r" LO+ 1 Project Address: PI"1 150 St Contact Person: Don �1rt,-� d Ir1 Phone NumberO , oZE6--(4518 Summar of Revision: S U brn 1t ed jr resp o rse -k :En co rnp letc Lettev Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 2G4—. [r Entered in Sierra on I a" 1 '6 I 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 4313665 ,.•r x)1.W y_,�a ii .�: t " ,'}� . /..r . Project Name: Project Address: Contact Person: Summary of Revision: 4t City of Tukwila ,:r�� x:io.r. Date: ��• u,\V, Plan Check/Permit Number: Response to Incomplete Letter # I Response to Correction Letter # Revision # after Permit is Issued 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. John John W. Rants, Mayor % JhiC4t . Lt 12• S Sib It rX , 1 al Phone Number: q C ‘\(.4e r 64— Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: aptCor • 1!r-Entered in Sierra on 63' 21 ' Q C ! 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 431-3665 City of Tukwila Fire Department Fire Department Review Control #D99-0274 (511) Dear Sir: August 16, 1999 Re: The Junction Lot #12 - 5594 South 150th Street Thomas P. Keefe, Fire Chief The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. (UFC 901.4.4) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 /111:REldi "In, li ilii i i I I 1 _1 I11 i l kaki ■ � � it l�tr>ti4j114 ■:�lH a���IlI 1 ee 1111111111111111111 i �lilllifll�l ` I�IIIli1IIIIIiII,IjI Ills ] HI[� I Ii PLAN # 2715 Hall Open To Below Bed. #3 12'4'x10'0' Garage 50' -0" Kitchen SQUARE FOOTAGE Porch Floor BUILDING DIVISION ledged LOWER FLOOR 630 SF MAIN FLOOR 986 SF UPPER FLOOR • 881 SF BONUS ROOM 219 SF TOTAL 2716 SF GARAGE 462 SF DECK / PATIO 323 SF SQUARE FOOTACE IN MEASURED TO THE OUTSIDE FACE .'e WALLS. STAIRS ARE COUNTED ONCE IN CALCULATIONS. OPEN TO BLOW SPACES AND GARAGES ARE NOT INCLUDED IN CALCULATIONS. DRAWING 'INDEX Al. CODE NOTES A2.1'' FOUNDATION I LOWER FLOOR PLAN A2.2 MAIN FLOOR FRAMING PLAN Al MAIN .FLOOR PLAN A4. UPPER FLOOR FRAMING AS. UPPER FLOOR PLAN A6 UPPER ROOF FRAMING A7 ELEVATIONS & BUILDING SECTIONS DI. STANDARD DETAILS D2. STANDARD DETAILS Sl. LATERAL DETAILS S2. LATERAL DETAILS M. LATERAL WALL ',SCHEDULE C er FILE I understand that the Plan Check appr sabject to errors and i.lans does not - dopted code n" 4reinaece cc ,pt t - actor's copy al pproved plans ackno By �.I j6'' (410 -- Data _ `7- ( ( 9 —6 Pcrtnii l�:r' D 9 - 02. RECNED GN OF E TUKWILA 262 3 PERMIT CENTER p z ]I "R N #•w... Y Pgr w}+ e+ PmaE L tli A I sHEE JOB Na Kappler Architects, PS, 14311 SE 16th ST, Bellevue, Washington 98007 (425) 641 * Fax (425) 641 STANDARD CODE NOTES Date By Description OH I 4/30/%3 „7 . RE GI -" —'-'.' - THIS SHEET HAS BEEN PREPARED FOR SINGLE FAMILY HoUrtc TYPE NONRATED CONSTRUCTION TI1$ DRAWING IS Q CORYWGHTED AND IS THE EXCLUSNE PROPERTY OF THE ARCMTECT NM . 0 FINER STATE OF WASHINGTON = NM ]I "R N #•w... Y Pgr w}+ e+ PmaE L tli W 5 /4CED o ®IIIIIIMIE®=i -i_ ®moo® ®sI *CAW V4 JOB No.: ES05221 F I ALL FLOOR JOIST ARE; 11 -1/8' TJI PRO ISO's AT 19.2T Oc VERIFY W: SHOP DIGS. SEE DIV. 06t00 START FRAMNG HERE I GENERAL FRAMING NOTES I I FRAMING PLAN KEYNOTES I BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR 14VAC DUCTING. SEE DIV.15 SHEET A -I RAKED PCNY WALL CN TOP CF LOVER ROOF FRM1NG. MEMBERS SUPPORTING UPPER ROOF FRAMING MEMMBRRC. f F -3 ) ALIGN EDGE C JOIST WITH FACE OF WALL l ALIGN INSIDE FACE OF BEAM -WITH OUTSIDE FACE CF WALL UPSET BOTTOM OF BEAM EVEN W/ BOTTOM .OF JOIST A147 TOP OF SEAM' EXTENDS UP ABOVE JOISTS TOP a,- veAri i5' FLUSH W111-1 BOTTOM OF JOIST WITH NO TOP PLATE. 00 ADJACENT FRAMING MEMBERS INTO 011 FOR 'r ' ADEQUATE SUPI-05 T. ATTIC SPACE '/ENT J SEE CALCULATION SEE DM 61002 SHEET A-I FLOOR JOIST - SEE SCHEDULE DWG. SEE DI, 06100 SHEET.A -I SSE .ELEVATIONS AND SECTIONS FOR PLATE .HEIGHT PRESSURE BLOCKING SEE Dr, 06100 5HEET A -1 FLUSH BOTTOM OF BEAM EVEN 111 / .BOTTOM OF JOISTS • TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTEND6 DOW 0E40111 JOISTS TOP OF BEAM 5' 054041OP CF JOIST: TO ALLOW FOR 14VAC OVER BEAM AND'BEAI'I BUMPS DOIIN BELOW JOISTS 2X8 OVERFRAMING's 24 00 F -1 F -4 F -5 F -8 1 F -5 F -10 1 F -11 1 t F -12 1 1 F -13 I. SEE COVER 844E6 FOR ALL GENERAL NOTES ANP REQUIREMENTS. 2. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3. SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, MID ELECTRICAL, 4. TRUSS DESIGN BY MANUF.TRUSS PLAN SHOW4 FOR GENERAL LAYCUT ONLY ' SEE DIV. 6100 SHEET A -I - TRUSS LOADING SEE DIV. 010001A SHEET A -I TRUSS SPAN PER FLOOR PLANS - TRUSS rrpe PER ROOF FRA MNG PLAN 5.800F FRAMING SPACING, 24' oc. U14.0. 6. ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. - T. RAFTER TAIL 2x4. YERIFY, 6. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. S, ALL HEADERS ARE-4x10 DF. 2 UN.O. 818041DE (I) TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' UNO. SEE DM 06100 SHEET A -1 O 2X6 CEILING JOISTS • 24' OC D99 -02 74 SYMBOLS & LEGEND POINT LOAD FROM ABOVE PONT LOAD FROM A15045 W/ LOADING POINT LOAD TRANSFERNG DOUN POINT LOAD TRANSFERNG DOUN W/ LOADING HANGER o4i,C? POINT LOAD TRANSI8860 BY KICKER / HOLD 000N WITH SI±E'. DESIGNATION 1 ° Qy VERTICAL 55648FL B SIZEL E DESIGNATION T08EU5ED ON gT '- HORIZONTAL' STRAP WITH DESIGNATION O INDICATES BEAM CALCULATION WIT4 INID EXED NUMBER EXTENT OF SHEAR ' WALL :. . TYPE, OF SHEAR WALL L �C WALL ABOVE SEEEDESE WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATION' ' NOT PROVIDED' IN THESE. DRAWINGS I �i� 01MD DOOR p-te ( P -b ( P -S S P -n ®. Fl1E ( P - ,I SF. IS CALCULATED USING 114E REQUIRB'BUTS. SET FORTH IN THE WASHNGTICN STATE ENERGY CODE. REFER TO ADDITIONAL DocuMB4TATioN TO SUPPORT METHODOLOGY ,OF PERFORMANCE B' - U2' • o (5)SIWVS Deck WOO S. UARE FOOTAGE LOWER FLOOR 630 SF MAIN FLOOR , 986 SF UPPER FLOOR' $$1 SF BONUS ROOM, 219 SF TOTAL 2716 SF GARAGE 462 SF DECK /'PATIO ,. 323 SF SQUARE FOOTAGE 1519 .M1REDTO C ATE CN NO - E E .AI OULATIO�MBOPEN TO BELOW SPACES AND 04544055 ARE NOT INCLUPEP IN CALCULATI SYMBOLS AND, LEGEND © :FAN =- .DIRECT VENT+TO;/JUTSID 1 MEQJANICAL,; N PLINMBG, AND ELECTRICAL :-KITCHEN 1m0.CRIMIN.' 1 \... BA , 30 DM MIN.. • . SYSTEM FOR UNITS PER PIV 616 SEE SHEET At -WHOLE HOUSE' FAN 100. CFM MN. VTOS ® WHOLE HOUSE'. UXHAUST FA? CONNECTED A. 24 HOUR TIMER - 100 " CPM MIN, VTO 0 THERIOS','.T • 50' ABOVE FLOOR O' 110v SMOKE DETECTOR PER USG WITH BATTERY BAOQUP INTERCONNECTED P 24 HOUR TIMER TO WHOLE HOUSE FAN A:. PROVIDE b' DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR PLENUM AT FURNACE LOTH MOTORIZED FLOW DAMPERS. B. PROVIDE. THERMAL EXPANSION TAIL AT WATER HEATER C. STRAP WATER. HEATER TO FRAMING AT TOP AND BOTTOM. PER UPC SECTION 6085 D. PROVIDE. PRESSURE RELIEF LINE PLIJ'IBED TO OUTSIDE I GENERAL PLAN NOTES OCCUPANCY SEPARATION: APPLY (U LATER 5/5' T I PE.'X' 000.B. TO ALL WALLS AND CEILINGS OF 0AR4C-E SIDE FROM FOUNDATION TO SHEATHING. '(RAP POST AND BEAMS. APPLY (2) LAYERS TO TRUSSES AND TX FLOOR JOIST. SEE DIV. 010025 SHEET A -I ( P 2 ) 13/8' MIN. SOLID CORE DOOR WITH SELF CLOSER l TO. SE TIGHT FITTITI5 SEE Div. 01002.5 SHEET A -I STAIR ASSEMBLY NOTES: PER UBC SECTION 1003 ( P -I J ( P -SS A. NEADROON/ MIN b' -8', WIDTH MN. B. TREADS I0' MIN. DEPTH, RISERS 8' MAX. HT. C. HANDRAIL MIN. 34' TO MAX 35' ABOVE - TREAD NOSING. HANDRAIL 11/2' MN. TO 2' MAX. CROSS SECTION DIMENSION AND 110' MN. CLEAR FROM WALL, RETURN RAIL ENDS. D. INSTALL FIRE BLOCKING AT STRINGERS TOP MID BOTTOM AND ADJACENT WALLIS, E. COVER USABLE SPACE UNDER STAR W/ S/5 TYPE 'X' 05)8. (2) LAYERS • CEILING. AREAS. F. NISS-RDIATE BALUSTERS SHALL BE SPACED..•. W/ LESS THAN 4' BETWEEN BALUSTERS. SEE DM.' 01002,6 51-BET A -I. P - 1 SAFETY GLAD PER UBC, SECTION 2406 A WINDOWS WITHIN. IS' OF FLOOR B. W0,045 WITHIN A 24' ARC OF. 0005 - C. 3150015 AT TUBS ANDSH0WER5 0. GLAZING IN DOORS. E WITHIN STAIRWELLS. F. WITHN5' OF TOP OR BOTTOM CF STAIRS SEE DIV_ 08800 SHEET A -I EGRESS WINDOW PER USG, SECTION 310.4 i r = I SEE DIV. 08600 SHEET A -I IGNITERS FOR GAS FIRED APPLIANCES N GARAGE TO. BE W3' MIN, ABOVE TOP OF SLAB. SEE. DIV. B SHEET A -I COVER WALLS ADJACENT TO TUBS AND SHOWERS WITH NON - ABSORBENT MATERIAL TO. T0' ABOVE DRAIN INLETS. SEE Div. 05250 SHEET A -I (2) LAYERS CP FLOOR SHEATHING OVER FRAMING. S MAX RISER WITS I0' MEL RUN. IF MORE THAN (3) RISER . HANDRAIL REQUIRED PER UBC, SECTION 1006 SHEET A -I IS x24 CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE DIV. 010022 SHEET A -1 22 .30 ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE., INSULATE AND WEATHER. STRIP. SEE Div. 01002.1 SHEET A -I FLOOR MATERIAL BR=AG LINE ( ( - 1 ( P --1 3 P - 3 3 P -10 ( P -12 ) P-IS WALL LINE ABOVE WALL LINE. BELOW FIREPLACE.. ASSEMBLY NOTES A DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFOR'I TO U15C REQ SEE DIv. 010025 S-IEET A -1 B. ZERO. CLEARANCE FIREPLACES STALL CONFORM TO UBC REQU:REI'IENTS. ... SEE DIV. 01002:8 SHEET A -I C. HEARTH SHALL CONFORM TO UBC TEOUIREMBJT. SEE DIV. 010028 AND 9 SHEET A -I D. 5/5' TYPE 'X' 5115 ON HOUSE SIDE OF 01445E CLOSURE. TO ROOF SHEATHING. SEE. SITE PLAN FOR .EXTENT OF WALKS AND DRNEWAYS o -I1 J 3' DIAMETER STEEL POST 36' GUARDRAIL PER UBC 5092 A. AT STAIRS SLOPES AT 36' ABOVE STAIR NO51NG5. VENT FOR .MECHANICAL. CLEARANCE ALL SIDES. PER UBC SEE DIv. 5. SHEET A -I PLANT SHELF UPPER AND LOWER LINEN CABINETS WEPT AREA INTEGRATED MAKE UP AIR 2x6 STUDS W/ R -I9 INSULATION MIN. ( P -14 P -1S P -Ib P - U3 J P -20 ( P -21) 3 P -22 ( P - 23 (P -24 L SEE COVER SHEET FOR ALL GENERAL NOTES 4ND REQUIREMENTS 2. ENERGY AND AIR QUALITY INFORMATION SEES DM. IT SHEET A -I 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE PM.: 8 SHEET A -I 4. SEE TYPICAL MATERIALS. LIST ON SECTION SHEET S. SEE COVER SHEET FOR ALL NOTES. AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. FLOOR PLAN KEY NOTES 0 z ` r ® z y E ; O' O ' JOB NO: BEEMEI DABED LNES NDCATE FLOOR MARNE UNDER ROOF CONSTRUCTION ALL FLOOR .'GIST ARE II - 1/8' TJI PRO 150'0 AT 192' oc VERIFY.'. W/ SHOP £8W5. : SEE DIV. 06100 I SEE.. COVER SHEET FOR ALL GENERAL NOTES. AND REQUIREMENTS. 2. SEE TYPICAL MATERIALS LIST ONISECTION.SHEET 3, SEE.COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL. PLUMBING: AND ELECTRICAL. 4. TRUSS DESIGN BY MANIF. TRUSS PLAN SHOWN IS FOR GENERAL LAYOUT ONLY SEE DIV. 6100 SHEET A -I - TRUSS. LOADING SEE DIV. 01000'IA SHEET A -I - TRUSS SPAN. PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5 ROOF FRAMING SPACING. 24' oc_ UN &.ROOF PITCH -, EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1. RAFTER TAIL 2,44. VERIFY S. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. 8. ALL HEADERS ARE 4x10 OF UUNA FROVIDE (I) TRII ER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' UN.O SEE DIV. 06100 SHEET A -1 r FRAMING PLAN KEYNOTES I BACK FRAMING AND :WOFFIT AREA AS 1 1 REQUIRED TO ALLOW FOR 1-VAC DUCTING SEE DIV.15 SHEET A -1 F -2 J RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPFER ROOF FRAMING MEMBERS. ( F - ALIGN EDGE OF JOIST UnTH FACE OF WALL t - y ALIGN INSIDE FACE CF BEAM WITH OUTSIDE F -4 1 FACE OF WALL • UPSET - BOTTOM OF BEAM EVEN W/ BOTTOM OF F -5 JOIST AND. TOP OF BEAM EMENDS UP ABOVE JOISTS TOP OF 5EAM IS FLUSH WITH BOTTCMOF l - I JOIST WITS NO TOP PLATE. . CUT ADJACENT FRAMING, MEMBERS INTO E3EA1 FOR ADEC%UATE St„' F -1 AC SPACE VENT SEE TTI CAL CULATIO N SEE DI, 01002 SHEET A -1 FLOOR JOIST - SEE. SCHEDULE DUB. SEE Div. 06100 SHEET ( SEE ELEVATICOIS AND SECTIONS FOR 1 F -S PLATE 1- EIGHT PRESSURE BLOCKIN SEE Div. 06100 SHEET A -I F - 1 FLUSH BOTTOM OF 5EAM EVEN W/ BOTTOM OF JOISTS F =12 TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOAN BELOW JOISTS L F - TOP OF BEAM 5' BELOW TOP OF JOIST', TO . ALLOW FOR HVAC OVER BEAM AND BEAM BUMPS DOLLN BELOW JOISTS 2X6 OVERFRAMMG • 24 OO 2X6 CEILING JOISTS • 24' 00 D99 -0274 SYMBOLS & LEGEND POINT LOAD FROM ABOVE " POINT LOAD FRO'I ABOVE W/ LOADING POINT LOAD TRANSFERING DOU.N POINT LOAD TRANSFERING DOW W/ LOADING HANGER POINT LOAD TRANSFEIED BY KICKER 9 ',.. d HOLD DOLLN WITH SIZE DESIGNATION y y VERTICAL STRAP WIT4i SIZE DESIGNATION 4 TO BE ON FLOOR BELOW gT/ HORIZONTAL STRAP 1111114. SIZE DESIGNATION =. O INDICATES SEAM CALCULATION WITH INDEXED NUMBER PI-6 1T OF SHEAR WALL --- TYPE' OF SHEAR WALL. T - -- C WALL ABOVE SIEMEE WALL. BELOW NQjE4 UNLESS OTHERWISE NOTED; ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. `i 8O 11- i - co m Q RE -.. PERM! CEILING LSE CEILING LSE IP- ROOF LSIE BELOW QF FAN - DI CT VENT TO OUTSIDE - ESATHROOli3/L:4(k RY,50 GRIN MW'L - KITCHEN CR1 MM. - WHOLE HOUSE AN.100 CF 1 MIIN. VTOO WHOLE E' ••:+ A T F C . c 3 * CTED.: A 24.. IM - 0 0 O39 MW. vf0 ' 0T THERMOSTAT • 50 ABOVE FLOOR op 110• SMOKE R' PER U0C UFT11 BATTERY INTERCCM€C 24 HOUR,TIMER TO UA4OLE HOUSE FAN 031/2' 4'-10 112 11 -0 V2' 5.SI4 VS.. Rte .... :. ... rcl CARPET MECHANICAL. PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS. PER DIV. ID.* SEE SHEET Al A.rROVIDE 6' DIAMETER MESH AIR WTACE FROI'I OUTSIDE TO RETURN AIR PLENUM AT FURNACE WPFt( MOTORIZED FLOW DAMPERS, PROVIDE TFER" AL EXPANSION TANK AT WATER c• ATRAl WATER HEATER TO FRAMING AT TOP AND BOTTOM PER UPC SECTION 6085 D. PROVIDE PRESSURE RELIEF LEE PLUMBED TO OUTSIDE.. .. - n IF GENERAL PLAN NOTES FLOOR PLAN KEY NOTES 1 -1 OCCUPANCY SEPARATION: �-�- I APPLY (I) LAYER 5/8' T11PE 'X' GUM. TO ALL WALLS AND CEILINGS CF GARAGE SIDE FROM FOLNDATI•N TO SHEATHING. WRAP POST AND BEAMS. APPLY (2) LATERS TO TRUSSES AND TJI FLOOR JOIST. SEE Div. 010025 SHEET A -1 13/0' MIK SOLID CORE DOOR WITH SELF CLOSER TO 00 TIGHT FITTING SEE DIV.: 010025 SHEET A -I STAIR ASSEMBLY NOTES PER UBC SECTION 1003 A. HEADROOM MIN. 6' -0. WIDTH B. TREADS 10' MIN. . DEPTH, RISERS 8' MAX NT. G. HANDRAIL MW..34' TO MAX 30 ABOVE TREAD NOSING:. HANDRAIL 112' MIK TO 2' MAX CROSS AECTIOK DIMENSION AND 1 1/2' MIN. CLEAR FROM WALLS RETURN RAIL ENDS. D. INSTALL' FIRE BLOCKING AT STRINGERS TOP AND : BOTTOM AND ADJACENT WALL(8/ E. COVER USABLE SPACE .UNDER STAIR. WI 5/0' TYPE `X' GLUE. (2) LAYERS a CEILING AREAS. F. INTERMEDIATE BALUSTERS SHALL BE SPACED, W/ LESS THAN 4' BETWEEN BALUSTERS. SEE DIV. 01002k SHEET A -I: L. P -4 p SAFE GLAZING: PER L'BC, SECTION 2406 I A:. WROOW8 WITHIN 43. OFFLOOR B. W114 I$THIN A 24' ARC CF DOORS C. WINDOWS: AT TUBS AND' SHOIJERS D. GLAZING IN DOORS E. WETI-IN STAIRLIELLS F. WITHIN 5' OF TOP OR BOTTOM CF STAIRS SEE Div. 06800 5I-WET A -I EGRESS ENDOW PER NEC, SECTION 310 SEE DIV. 00600 SHEET A -I IGNITERS FOR GAS PRED' APPLIANCES W GARAGE. TO BE IS' MIN, ABOVE TOP OF SLAB. SEE DIV. S SHEET A -I COVER WALLS ADJACENT TO TUBS AND ... SHOWERS WITH NON - ABSORBENT rATERIAL TO TO ABOVE DRAIN SEE DIV. 09250 SHEET A -I (2) LAYERS OF FLOOR SHEATHING OVER FRAMING S MAX. RISER WITH IO MIN. RUN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER USG, SECTION 1006 SHEET A -I 18 x24 .GRAD- SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE DIV: 010022 SHEET A -I 22'x30' ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE.. INSULATE AND WEATHER STRIP SEE Div. 01002 SHEET A -I FLOOR MATERIAL BREAK LSE P -T P -S P - 9 ) (P -10) I P -11 ) P -12 P -2 ) P -3 P -5 ) P -13 p -14 WALL LINE WELDS 'FIREPLACE. ASSEMBLY NOTES : A. DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CO1FORM TO UEC REQUIREMENTS. SEE DIV 010028 SHEET' - B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UBC. REQUIREMENTS... SEE DI, 010020 SHEET A - C. HEARTH. SHALL co-FORM TO UBC RECLIIREMENT. SEE DIv. 010028 AND 9 SHEET A -I _ D. 5/8' TYPE 'X' GWB ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS P45 I ;�. •� 1 3' DIAMETER STEEL POST P - I8 ) ( P - IS P - 20 ) ( P -21 ( P -22 ) (P - 23) SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. ENERGY AND AIR OUAILITY INFORMATION SEE DIV. IT SHEET A-I SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE DI, S SHEET A -I . 4. SEE TYPICAL MATERIALS LIST ON SECTION 5HEET' 5. SEE COVER SHEET FOR ALL NOTES. AND REQUIREMENTS CONCERNING MECHANICAL; PLUMBING, AND ELECTRICAL. WALL LINE ABOVE 36' GUARDRAIL PER UBC 5092 A_ AT STAIRS SLOPES AT 36' ABOVE STAIR NOSINGS. B VENT FOR MECHANICAL. I' CLEARANCE ALL SIDES PER 'AEC SEE DI, IF SHEET A -I PLANT SHELF UPPER AND LOWER LINEN CABINETS SOFFIT AREA INTEGRATED MAKE UP AIR P-24 ( 2x6 STUDS W/ R - ! //SUE ATION MW. L 99 -027 PERMIT. ENTER ions P -2 1/2 GENERAL FRAMING NOTES °'0 I. 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 BY MAW,. TRUSS FLAN SHOWN IS FOR GENERAL LAYOUT ONLY SEE DIV. 6100 SHEET A -I - TRUSS LOADING $EE DIV. 010001A SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACNG, 24' oc. UNA. 6. ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. l. RAFTER TAIL 2x4. VERIFY. a. ROOF TAIL AND RAKE OVERRAN., PER ROOF PLAN. 9, ALL HEADERS ARE 4x10 DF n UNC'. PROVIDE (V TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' UNO. - SEE DIV. 06100 SHEET A -I F I 1 BACK FRAMING AND SOFFIT AREA AS RE l 1 REQUIRED TO ALLOW FOR 14VAC DUCTING. SEE DIMS .51-EET A -1 1 F -2 RAK '1 MG ONY WALL TOP OW E R A ROOF FRAMING MEMBERS. ( TOP OF BEAC` IS FL:/H W CF 8ITH BOTTOM F -6 J JOIST WITH N/ 1 TON 'L4. CUT ADJACENT FRAMING MEMBERS INTO SEAM FO ADEQUATE SUPPORT. (( CC ..�� .1' ATTIC SPACE VENT �� SEE CALCULATION SEE DIV. 010:.22 SHT A -I FRAMTNG PLAN KEYNOTES ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN MSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL BOTTOM. CF BEAM EVEN W/ BOTTOM GF JOIST AND TOP OF. BEAM EXTENDS UP ABOVE JOISTS FLOO V JOIST 06 10-0 : SEE. SCH SHEE A -1 EDULE ) DUG. F -8) 5EE DI ( ) SEE ELE AND SECTIONS FOR t F - 9 PLATE IGHT ( F -10 PRESSUREDIV 061 BLO00 CKING SEE S HEET A - FLUSJOIH . STS BOTTOM OF BEAM EVEN LW BOTTOM I J GF F -12 {.—_72—.) E TOP CF BEAM FLUSH W/ TOP TS OF JOIST AND BEAM XTENDS DOU / BE JOIS I F - TO OF BEAM 5' BELOW TOP OF JOIST TO t AL FOR HV OVER BEAM AND BEAM BUMPS DOUN BELOW ( F -14 2X6 OVEF'FRAMING • 24• OC r •_.= 1 2X6. CEILNG JOISTS s 24' OC ROOF VENT CALCULATION SUED On 3 2-1/2' HOLES PER VENT BLOCK ROOF VENT CALC$ BASED ON UBC SECTION 15051 TOTAL ROOF AREA 1276 SF/900 .45' SF OF VENT AREA REQ 50 % 4t AVE E 213 SFREQIIIRED 60 % 0 36' (MIN) ABOVE EAVE 213 9F REQUIRED 3 ROOF JACKS AT SO £30. UL EACI4 _ O SO. IN, la_ Sp. JE LF. 01 AVE E VENTS AT 52 5Q 54/1...F. 398 SQ. IN..2 i SF GABLE END, VENTS :4 x_ • SO 61...._____ SF .. 2_ GABLE END VENTS AT ffild_ x' • 24-8126 SQ.I t 3 SF 1 GABLE END VENTS AT 24 DIA .63 SQ. IN:. 1 SF TOTAL VENT$ PI 2VIDED - ROOF JACKS • 144 SF EAVE VENTS . 236 SF GABLE END VENTS .114. SF TOTAL SF OF VENTS PROVIDED .459 SF • AREA MAY BE 1/300 IF 4 VAPOR RETARDER IS INSTALLED ON THE WARM SIDE OF THE ATTIC INSULATION, UBC 150532 • EFFECTIVE VENT AREA BASED ON A 30% REDUCTION DUE TO I/4" MESH SYMBOLS & LEGEND 0 POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE /4 LOADING , POINT LOAD TRANSFERING DOWN POINT LOAD TRANSFERING DCUN W/ LOADING w � HANGER ,AD POINT LOAD TRANSFERED BY KICKER , (' HOLD DOUN WITH SIZE .DESIGNATION 9 VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON. FLOOR BELOW - g t — HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES, BEAM CALCULATION WITH INDEXED, NUMBER E)/ E1/T OP 61 -EAR WALL TYPE. OF. SHEAR WALL t 1141 1 ABOVE 331 WALL BELOW NOTE: UNLESS'OTHERUNSE NOTED, ENGINEERING %AN3D, '. - CALC1JLATIONS ARE. 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I µn6 =ntu nu+ 1 _ 111111_111111 6111 111 1 IIIIII'lllfl 111,. #11 .:' . � ... �,! .. �T -: Illf =11I1 IISII f III 1(N i1f48.- �� #i fli !1;111 -�1 a f t T•►T.iT�T�TM iltr,TA•TOTATOT, 'A 13 CRIPPLE `WALL 0 FOUNDATION TJ CRIPPLE ; WALL o FOUNDATION 3/4°.0-0• TJ M A G I tT ®T ®Teti ®T AfT ®T ®T� ,11 ` .1,11 Dill �11�� lil= ➢I SEE PCI RATION DETAIL(8) '.: RIM BOARD TYR EXTERIOR WALL OO SIF CTkN PER PLAN (DM b NEET A -I) SEE FOIADATION DETAIL(S) RIM BOARD - TTP_.EXTERIORWALL CONSTWGTCN PER F(4A (PIE S(trt A-I) TP: ROAR mama FER (DIV. 6 SNIT A =U saLE GLOIXS. SUPPORTS LOCATE REARM • t. TIMER JORR Wt. r COEi. WIRT VENT V2' RESAAS PLYWOOD • Sr ER TREATED MD SILL SEE FOWDATION DETAILS .. BCABSLY#PER1W NAILER EA SIDE ' AT BEAI UBE 204 5C4B.EAC.N BIDE F P� PLAN DEER . FERYE6nRA1. EAT FO TNBRE ERFAAN -` MAttaaTSNGPERPLAN (41 '!t'BAR . A38.RAT18ET IO FOOTSIPPORPOS4TNE CO/E... PER JIRIEDICT)DNAL I� IIIf = eriT Sr4i5 f55 S MT`T5 1 CANTILEVER FRMPG AT FOUNDATION L FURRING DETAIL 3/4140 SLAB STEM WALL 4 -O' TYP EXMOOR NALL CCMPUCTER PBH FLANS (DIV 6 SIfET A' 4 C.C. OYER4 FCCK OVER VAPOR BARRER R -10 READ 8151A.ATILN 2)00 TREATED PLATE CFFEET 3/4' SEE FOUNDATION DETAILS FOUNDATION DETAIL TYPICAL El5555R WALL CONSTRUCTION PER PLAN (DN.6 SETT A -1' r aR SPACE IY EIHLDPYs PAFER ROCKED EID ;WORT PIPER tE TORPAPING EV 2 SO Ft (171v 4 Nast AU C04t. FLA4t. YAP HOES • 4'-0' OC. TREATED MD SILL (DIV. b SHEET A•U EEE FCGDATIRI DUALS TTP FL : MAIM PER FTAN i Nv.a SWET A-0 TrF E:TEADR (E+i:L CGNSTREr PI PER max (P5±b SWEET A LOCATE S•EAT)SIG JOSE • CATION MB IEER BLOC.. OR JOLT • WALL Rh BOAS RiYtlY tUALL r AR SPACE VERF GRADE CONTOURS NOTE MS CPTNNC■14 NOT GE USED AT SEAR WALLS. o4200 ._T5 0APORBARRER DAP FRDOFPIP 1DIV.'1 SR Al ) SEE. FOUNDATION DETAILS BEE FONDATION DETAILS 0030. 08800 - 2LTJ1 b PER EXTERIOR c SHEET A- IrCTION PER PLAN (DT/ 4.1 4' CONC. SLAB OrER4' GRAVEL BED (DIY.3 SWEET A-V HEATED TED SILL (DIV 6 SWEET A-U 0 L 03-900- 00000 -1e GWA TYP, /DM 9 SHEET A -U NTEFIOR GEARING WALL (Div. 6 SHEET A -I) la'. z 6 AB • 4.0- OC. (DN. 3 NET A -1) SLAB ON GRADE PER P_AN (DIV. 3 SHEET Al) - VAPOR BARRIER CONT. SPREAD FTG PER PLAN (DIV 3 SHEET A-115 48' (2) 0 4 BAR CONT. (DN. 3 SHEET A -U FOUNDATION /FRAMING CONNECTION 4 FOUNDATION DETAIL 3/4'4-0* 30 000- oe100-03 7 3/4' =f-0' EM. DOOR AND SIRAME (DIV 9 NET A -U DOOR THREN4OLD FLAN O. A51ECT. (DIV 13FEET A -i) TER/ESTRAL RASHANG 4' CONG SLAB OVER 4' GRAVEL BED (DI, 4 SEE A-I) - 2412 MATED TREE/HOLD TRIM RE-) JOIST TREATED MD 616!. ODE. b SWEET AA) •4 PERT. RE -BAR FROM STEM !EAU- STUBBED INTO. SLAB TYP FLOOR FRAMPG PER PLAT:. (DIV 6 SHEET A-)) SILL um TREATED TAD SILL HALTER PER rt. TYR FLOOR FRAMING PER RAN (DIV. 6 SWEET A -I1 EXT. DOOR AND FRAME (DIV 8 SWEET A -I) DOOR ILIRESHOLD R.ASFIPIG A9 MOD. SWEET (DIV.1 A -I) 1EWESTRAL R.ASHPY• 4' CONC. SLAB OVER 4' GRAVEL BED (DIY. 4 NET 44) TREATED MID ELL (DN. 6. NEE: A - I) I AIRSPACE (TP. •4 VERT FE -BAR FROM STEM WALL STUBBED INTO SLAB POST AND BEAM PER PLAN TYP. R.O(AR FRAMPG PER PLAN (DIV 6 SEET A -U TYP. EXTERIOR WALL COESTRUCTICN PER PLAN (010651EET TREATED MD SILL SEE FGUDAnCN PETALS POST Al. GERM PER PLAN D99 -0274 FOOTING DOES NOT SLIDE IN TWO U EPl50l, POOL NG SPANS HORIZONTALLY. AYE �1IIilLllllil= ➢III{ it l81 wmu =111 L p' ' TOP OF J -BAR [ TT CiY I I/2' CLEAR EXT. DOOR THRESHOLD DETAIL C)FOUNDATION DETAIL T A 3/4 ='f-0' 3/4447 FRAMING PARALLEL TO STEM WALL FRAMING PERPENDICULAR TO STEM WALL 0.01-MN MEMBER RIM BOARD TIGHRPE (2).4 BAR • TOP TREATED TAD SILL SEE FOUNDATION DETAIL(5) la AB. UV WANES AS' 9L2. STEEL STEEL PLATE E • 4.0' C.C. (DIV. 3 SWEET A-)A -i1 EXCEPT AS NOTED ON N EARUALL serer I.E l' MIN EMBED. (2)'4 BAR • TOP M VERT. BAR •E_ 0E,RTLL MEET OF WALL - (DIV. 3 NET A -U DAMP PROOFING (0N.1 BHT AU (DN. 3 NET A -V. •4 HORN. BAR • 10' oc . I'•6' 0055.AP (MU (DT A 3 SWEET A -I) 4' PET€. FT'G DRAM 1.114.11.TER IN 24' GRAVEL BED. (DIV 2 SWEET A -I) 141% BAR GONt. (DIV. 3 SWEET A -1) loLID 11511RATE EXT. DOOR THRESHOLD DETAIL CANTILEVERED RETAINING WALL 3/e.t.a' 06100-08800-04_ :La 3/4 o 0450000 - + . 5/8'9c10' AB. IW 250X3/16' SILL STEEL PLATE MASERS • 4.00 "OIL. (DIY. IT SWEET A -11 D(CEP5 AS NOTED ON SIEAREALL SCHEDULE 1' PUN EMBED. •4 YET. BAR • 10 oE, RILL HE EDIT S T UTALL (DN.38HffTA•U 5 VERT. J- BAR •6'x (DIV 3 SWEET A -V •4 HOE BEAR • D' Es 10101545111 A -U •4 BAR • 12' L (DM3 SWEET A -1) TOATLPE .DAP PROOFING ( Ply, 5Ht Al) 2' CLEAR (4) V BAR CONT. (DIV. 3 5EET A -U SOLID SUBSTRATE 4' PERF. FT'G PRAP1 HA5IL1ER IN 24' GRAVEL BED. (DN. 2 SWEET A -1) • 03300. 00000 - 2e TYP EXTERIOR WALL COL- TRICTION PER PLAN (ENV. 6 SHEET A-V LOCATE SEATHPY. JOIN' • TYP. FLOOR FRAME PER PLAN (DIV.6 SWEET A -U TYP. EXTERIOR WALL COISTRICTION. PER PLAN 101V 5 SWEET Al - LOCATE SWATHE. JOPTT • Cow. MEMBER SOLID 61.00551 • R:M JOIST • Eli. WALL POINT LOAD BEARING- PER PLAN TREATED FED SILL SEE FOUDATION DETAIL(S). TYP, FLOOR FRAME FEE FILAR (DIV. 6 SWEET A - � FRAMING/FOUNDATION CONNECTION FRAMING/FOUNDATION DETAIL 3/4 =tsO• osmo33 schOeLT 3/4 °4-0' 4 L Lil CO CO LC) • 'Cf' CO 2 46. - re �.LL • LTS • Q * Z 0J W u) ir co (ll - m ▪ REC 03 CITY 11111111r111111. n Lo 0 c n C5 F' �ATICNN 18 3 OR LESS, - DECK ABOVE- FNISNED GRADE. 2x2 a 5 VA' OG (CAR DIST. MIN NOT TO EXCEED 4' -. BOLO BLOCKING OVER SUPPORTS 5/4 z 4 TK. CDR OCK'G ATTACH. LEDGER WI .. 2 ROWS OF: IR' LAG BOLTS AT 16' x 1YP. TJl FLOOR RecrulYi - PER/ALAN 2x. pONT. WALL 4. BEAM (SIZE TO 'REDUCE NWIBER Or POSTS r 2 STORY CONDITION OR IL14EN POSTS EXCEED 41 IN LENGTH - SCAB W/ 2X4 EA SIDE 2. (2' GREATER DEPTH NUN JOISTS/ FINISH LANDSCAPE GRADE TOP OF PIER FLUSH WITH FN. SUB (3' BELOW FINISH LANDSCAPING) TIN _ ON SOLID SUBSTRATE BELOW GRADE � TYP. DECK CROSS SECTION 13 3i4tir -o. L BAFF{1. P2 ABOVE b' � NEL . N91 OR TYPICAL ROOF CONSTRICTIO7 M21 cot FOR vENTRG :TX BLOCKING WIN (3) 2 W / IGLES WITH SCREBT °..� ELEVATION WIVSFD TRUSS T41L J� TYP. CWTTER FASCIA PER ELEVATION FRAME OVER WALL DETAIL 06200-06170-19_1.11 3/4' =f-O L (TTP. EXTERIORWALL CW WTRICTIONI FLANWG (DIV 1 SIFT AU DBL OR GRADR TRIGS (PER FLAW (TYR, FKKF COL9TRKTW4 L IEAOROOT MIC 6,11', NCTHMPL 3'-0' p62 4: NStALL FIRE BLOCK.* • >11RNGERB TOP USC WOWS . 4 BOTTOM • ADJACpM UW1167pER UDC 2. TREADS S' MN PTH DE, RISERS 8• MAX 1E1.0 SEC. 1042 3 NA78RAIL MM 30 TO MAX 3S' ABOVE , TRtEAD 5. COVER USABLE SPACE TINDER STAIR UN NOS FG. NANDRbLII. 1 IR' MR' TOY MAX CR083 S/8' ')C'. • USE Z LATE% • SECTION m 1249 l 111/0 MN CLEAR fROI NTERI DIATE luau, REiI@dJ RAUEND9 PER 'IBC WC 100.9 N. NT $. T NET O8494 P SHALL HALL BE BPACE7 4 'ApARTI✓ET 61.8494 FER USG SPt'8093 STAIR SECTION DETAIL 06200,4d106-01 ' L TYp. ExTERKM WALL CCNStRICT,'CN D99 -0274 .EEMIT CEN Joe RC). SHEET FR#it PERK. OUTSIDE WCFCF WW1 2 Nffi1. CM FOR V ENTELATION BLOCKS. BEAM PER PLAN RAPPERS PER PLAN 2. LOCKN' SKYLIGHT. 59E PER FLAN PR 1DE %AS.. AST EMEND V BY MFG 2x6 CURB TYP. 2.4 • ROOF AND FRAMING Mf3 twee r.. 0111.13. • CEILING ROOF FRAM. PER FLAN SKYLIGHT FLARE WELL DETAIL 3/4'=1.0• o7s00oe100-tri WALL STUDS BEYOND DEL JST, ELOCK AS NEEDED SEE FLAN SEE PLAN FORTYP.R8E LRN DIMENSWS 3W PLYWOOD RISER 1 US - NARDEOARD TREAD SOW EASED NO62G 3 2VV1WtOERS TVP. LINO. came STRAGER WITI4 7 -2x4 STRONG BACK toP. NAIL WALL S1RING:MS WT [1) Ed 10 WALL STUDS TIPE T X . GIGS SEE NOTE& BELOW .. 48 FEr31IRED KICKER PLATE O61Oo O7300 7 EAVE DETAIL + oo•o7sooar ' 3/44 -0• GABLE END DETAIL 3/4'4.0 tYPIcAL ROOF COSTRIC 7CN TRH FER ELEvAT1Vt BARGE BOARD PER ELEVATION 204'PAOCER FOR BARGE - nral SOP %EARWING WITH Ibd • O. TOP. 2x4 OUTR GERS • 4' O.G WV 2x2 EEIUEEN FOR TFBT TYP. Ex[ERM WALL CONSTRICTION TYPICAL ROOF COSTRICTION TRIM FER ELEvATICNS BARGE TYP. TE.'ELEVATION 2X4 BACKER FOR DARaE • NAIL THRI BIBATHNG WIN I6d • TYP. 2x4 OITRGGER5 • 4' on WITH 24 E,ETILEEN FOR TRH BLOC4C64 AT GELUG.a LINE 2x4 LEDGER • TNT: MAO LSE ( TYP. EXTERIOR WALL COMSTRUCTIOH) BALLOON FRAPE 1.14 1.41,1 W4a 06100473oo.oe \ L )3/4=1-0' 06100-075o0.12 ` 3/4=1 J EAVE DETAIL EAVE DETAIL Corp. ROOF CGTSTRUCTION) 2' MN CLR.'TOR VEERING NI • 48' CC. AT cute. FAQ OF WALL ItLo ON SHEAR WALL SCV✓EpULE 20 00.00000 111M4 02' • HOLES WITH SCREEN ExFOSED TRLSS TAIL (TYP. GUTTER) FASCIA FER ELEVATION MP. EXTERIOR WALL CCNSTRICTIOW TYPICAL ROOF CONSTRICTION Y MN.CLR FOR AWING Ni • 48' OL'AT OUTSIDE FACE OF WALL lNO CN SHEAR WALL SOIEDIILE 1X ELOCKPY WIN (312' • HOLES WIN SCREEN 2x8 BLOCKING TYP. EXFOSEDRAFTER TALL F _ ,,+ TTF. GARTER FASCIA FER ELEVATION 06100-07300-01 013100-07800F02 0019 0-0/300-09 ILA TJIDLOCXNCr Ti FLOOR CONSTRICTION NAIL FLOOR SFEATNNG RAS ALNEA WR I d!d'ac EDGES b d "s Sf/.oz. FELD ECCK ALL EDGES RAIL POOR SEAMING TNS AREA IV. d AA, EDGES d• oa FELD BLOCK ALL. EOCFS sin f. TOP PLATE NAILING . PER. 3FEARWLI ecru .t. SOttpo(.E to • 6'oG FL/SOTOM JOIST 1' EL EDGE t FS36 NAILNNCs 7x4 PAYEL EDGE EE.00KNG S HEAR WALL EXTERIOR SHEAR WALL P >TO FLOOR JOISTS PARALLEL TO FLOOR JOISTS TM WALL 001.YRIZTION tt't7W DOLE. 71163 AT.Fxotpcuti r hP LLW L fiSitiucTioN tow WALL. SNEATNNG,PER.ep(IILE -� TYP. TA FLOOR CONS1R1CITON ROLPSAIR 31EARIttL 9CREEPAL 1 lo. d NAIL s -oc F LTLLG. TO TJI &Dila - TM FLAIR NAA.NG • FER SI.EARSW.L SCFEDILE - SHEAF WALL EXTERIOR SHEAR, WALL SHEAR WALL PERPENDICULAR PERPENDICULAR TO FLOOR JOISTS PERPENDICULAR TO FLOOR JOISTS - (PTO FLOOR JOISTS ® FOUNDATION FLOOR. JOISTS TTP7a.AL. WALL CONISTRI:TION WITN Wit!. SFEATNNG - PER SCFEIXILE TYP. TJI FLOOR CONSTRICTION SHEAR WALL PARALLEL TO FLOOR JOISTS ® FOUNDATION TYP, EXTERIOR WALL COLhtRJCTION WITH MU SHEARS. PER SCNEaLE .£ ! 4& (DN.61 SHEAR WALL ;PERPENDICULAR TT FLOOR JOIST- OFFSET CONDITIO CANTILEVERED FLOOR: JOIST ®3/414-0" R WAL w .CRIPPLE WALL mo.ostrom 1 WALL PLE WALL - Its' ERIOR N3•E: Au. I TkJN OPL4N eR4-r i3 - Not NECE66ARLY• NoaRivRariel `wto GT. GOORU�1[iTE UIITaN PLAN$. TYPICAL WALL CONSTRCTION MIN WALL StEATI.64 PER sc.snJLE :. TTP. iJl FLooR C - PER dCF DOLE CV C3) o I cP w- t;n =, RECEIVED,: OF TUKWILA HOLDOWN STRAP AT FLOORS / DRAG STRUT CONNECTION -t -4 t7070 1 0J 3/4 =f-O 1x4 RAT BLOCKING NAIL STRAP W Bd COTTON o 8': oc SPESCN CSi6 STRAP WE LONG. LAP 4' ONTO WALL OR SEAM AM NAIL UATN .Cali. • 4' oc. INTERIOR SHEARWALL TO ROOF COND. 3/4=1-0 r o-0sroada (226d 8 d NAIL P 4' os.!'EA O TPGGER 8 d NNL46' oc TO TOP CHORD 4 13L0.11. TREE FM e - PER seAlawiu-eci.ectu L6d TO HATCH e+EAR- .' =WALL NAILE MOW 2Xt2 WIN 16d TO MATCH eNEAFIBALL NAILNG BELLOW 2x BARGE 4 t TRli �i. 2x4 WACKER FOR BARGE NAIL TN 601.4 SKIP SIEATNMG WIN Wd . GABLE Imo. . TR 88 A. CLIP TYPICAL RoGF.CERl4T*1CTIONJ TrP.EXIERIOR WALL CONSTRICTION eu1H. WALL WEANING PER CCNEG¢E HOLDOWN STRAP o FLOORS 3/4 =T-0` TYPICAL ROCP CONSTRICTId 4425 • 48' oz. (S) 8 d TOENAIL • MSS LS030 s 8 1 BLOCK 4 ' TO TOP PLATE' d• 6' a.• BLOCKNG BLOCKIG PER ARCH. DETAILS UP PER WALL TO LOWER ROOF:: CONNECTION ' �+t-0 r W �' L AND w SHEAR WALL +� EAVE 17=46100 3/4=1-4r TYP..4TERICR U)ALL CQSTRJCTICN ¢ITN WALL SWEAT.* FER SCHEME FEW TIE • EA TREE L620 • 48' 64. -. d • 6' oc.• BLOCKING MOCKING PER ARCH DETAILS PLYWOOD ROOF CONDITION 3/4=i Tr000-oeTOo-04 pEC DIN or SHEET::: i' Drs" SHEARWALL SCHEDULE 02108/c0 SRI z 2 a 7 / z :N111VN 3903 01314 n 3903 91109 31,111 1119 BLOCK'. TO TOP PL. NAILING 2x J019T9 91910r Iri �nnlvx id '&4101 +7,010019 ONnitM 31,11. W01100 314 NC, Ii naaa 6c ❑FO1 I 3190111017+ 1 � cnr nsv n n n m I YE5 5/8' • 48' A35 Ibd • i2' . • p• 100 PLF IR' GUS ONE SIDE 5d NAIL • 42' GI.4 OR COO-ER 1E5 5/8' • 48' A35 33 Ibd • 10' Y dam• U5 PLF 5/8' GWB ONE SIDE FOR V2• 63 -1 N GWB TWO SIDES Sol YES 5/8' • 48' 20' 16d • 8' bd • 6' G2.4 OR COOLER YES 5/8' • 48' 20' Ibd • 6' Kd • 5' 5/5' GOB TWO SIDES FOR 5/8' PI -SA YES 5/8 48' 20` 161 • 5' Wed • 5' 50 PLF PI -5 YES 5/8' • 48' 14' .c1 • 5' 16d • 5' 240 PLF F1 -4 YES 5/e' a 32' R' I' • 4' Ibd 84• 350 PLF PI -3 1/16 088. ONE SIDE YES 5/8' • 24' Ibd • 3' 16d • 3' 450 PLF P1 -310 USE 3x STUDS PANEL EDGES \ s - 545 PLF 8d YES 5/e' • 16' PI.2 USE 3x STUDS CCtIMON 135 D1A ' ..0.111.0 SIDES 51 -4 YES 5/e' • I6° 435 CLIPS sT• (2) RCVS K d • 4` (L ROWS 16d • 4' DEL RI F£D DEL RIM 100 PLF JOINT5 • ER SHEATH JONTS W/(2) STUDS • PANEL EDGES (2) ROWS (2) ROL. 52-3 YES 5/e' 'o O A35 CLIPS 16d • 3' Ibd • 500 PLF N0 5/8' • 48' •5' Q' 16d • 5' ACC D DBL RRI Y>d • 5' 202 PLF WEYERIAUSER .4 -4 HARDBOARD, SIDRG e d „6,,,,,,,,, PER CP.O55PORT 2915 SIM. TO DETAIL p1 -41 LOWER SHEAR WALLS Bub V8'•1' -0• r !� Nil Jo 1 i i!lii gill i� _ Its,-mum. iii li�iii iiii >a .1� 1; fib; ;I �L_) hi, iii iii h nr� • �bslra� r i l A FOUNDATION SHEAR WALLS Scale IM'•1' -O' ON GRADE - — EXTENT OF SHEAR WALL TYPE OF SHEAR WALL == i WALL ABOVE 132=E WALL BELOW NOTE: UNLESS 014EPo1. NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAW,. . SYMBOLS & LEGEND (e ' POINT LOAD FROM ABOVE POINT LOAD !ROM ABOVE W/ LOADING W POINT LOAD TR NSFERNG DOWN POINT LOAD TRANSFERING DOWN W/ LOADING HANGER POINT LOAD TRAN°2FERED BY KICKER VP' HOLD DC11N 2)15W SIZE DESIGNATION j 1 " VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED OIN FLOOR BELOW bTxx _ HORIZONTAL STRAP WITH 9. DESK3dATION INDICxED ATES BBER EAM CALCULATION WITH NDE NUM DESIGN CR ITERIA I. 5EE CALCULATIONS POR DESIGN CRITERIA GENERAL NOTES . I. ALL 514EARWALLS SHOW ON THE FLOOR PLAN ARE FOR WALLS ON THAT LEVEL. (TYPICALLY SHOILN SHADED, 2. ANCHORAGE 15 FOR SHEARWALLSCPANELS) ONLY, WHERE PORTIONS OF WALLS 4E NOT DESIGNATED AS SHEAR PANELS, NAILS MAY BE SPACED a 16• OC /MIN) PER TABLE 23 -1 -0 3. IU4ERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS THEN SHEAR DETAILS DO NOT APPLY. FOLLOW MIN, UEC_ REQUII¢ntNTS. 4. PROVIDE TWO STUDS AT ALL HOLD DOILt4 LOCATIONS. 5. SEE MANUFACTURERS REQUIREMENTS AND DETAILS FOR EACH TYPE OF HOLDOUN, STRAP, AND CONNECTOR FOR PROPER INSTALLATION 6. ALL PLYWOOD OR GYPSUM SHEARWALLS SHALL BE APPLIED HORIZONTALLY OR VERTICALLY ON STUDS. E•DGEE SHALL RE STAG , FRED AT CENTER OF STUDS AND BLOCKED PER SCHEDULE. T. DO NOT OVERDRIVE NAILS INTO SHEATHING. 8. STAPLES OR SCREWS ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DE RP1ATED SHEAR WALL PANELS UNLESS PRE- APPROVED BY THE BUILDING- OFFICIAL ROOF t FLOOR SHEATHING I. ROOF SHEATHING: 2/16' 05113 APA RATED SHEATHING (24/0). LAY UP W/ MINIMUM I /8' CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION NAILING SHALL BE ad AT 6' oc AT PANEL ETOOS AND 22• oc AT INTERMEDIATE SUPPORTS. PROVIDE EDGE CLIPS a 24 O.C. e ALL LNSUPFORTED EDGES. ALLOWABLE DIAPHRAM SHEAR•180x0A24142par 2. FLOOR SHEATHING: 3/4` CDX T4G APA RATED PLYWOOD (4504) NAILED AND GLUED. ADHESIVE SHALL CONFOR'1 TO APA SPECIFICATION AFG 01. PROVIDE TrG EDGES AT LONG PANEL EDGES. NAILING SHALL RE 10d AT S• oc AT PANEL EDGES AND 10• oc AT INTERMEDIATE SUPPORTS. ALLOWABLE DIAPHRAM SHEAR =215x0B2 =111pST 3. PLYWOOD SHALL BE LAID W/ FACE GRAN PERPENDICULAR TO SUPPORTS AND END SHEAR NOTES MAIN FLOOR SHEAR WALLS Scab UD'•I' -0' INLESS OTFERLEE NOTED D99 -0274 UPPER FLOOR SHEAR WALLS 8reb V8'dt0• SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS PED gN U �NIIA 015/ OF P�P"UIT ��KT Ea cif) F- U z 0 U z 0 r l 0 0 0 U Nl r1 N . 0 W ul I-1 D 9 a l 0 0 Z 0 H 05 C3 Cl) � l) ciz p LC3 .' CD LJJ CO SHEET S3 ELEV. A