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Home My WebLink AboutPermit D99-0273 - The Junction Lot 18 - New ResidenceThe Junction Lot 18 City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. 377930 -0180 5622 S 150 ST NSFR DEVPERM 001 North: .0 South: .0 TUKWILA Sewer: TUKWILA Slopes: Contractor License No: TRYONCL013DH OCCUPANT THE •JUNCTION -LOT 18 5622;5 150 ST; TUKWILA, WA 98188 CONTACT • DON TRYON .14420 SE 84 ST, NEWCASTLE, WA 98059 OWNER T CONCEPTS LLC PO BOX 146, RENTON, WA 98057 CONTRACTOR :TRYON CONCEPTS LLC PO BOX 146, RENTON, WA.98057 *•k* * **** **** *** ***ic *******i c**• k**i c*****• k******•k**** **•k * ****k ***** **•k *•k * *****•k• * ***•k* Permit Description: CONSTRUCTION OF A NEW 2,367 SQ FT SINGLE FAMILY RESIDENCE, 535 SO FT ATTACHED GARAGE, 120 SQ FT COVERED DECK.AND 100 SQ FT UNCOVERED DECK. PUBLIC WORKS ACTIVITIES INCLUDE: SANITARY SIDE SEW ER, WATER'SUPPLY, WATER METER, STORM DRAINAGE, LAN D ALTERING AND ACCESS. - k*****• k***• k• k• k****************************************** ** *-k* *•k* * * *•k * *:4* * ** * * *•k *** k k* Construction Valuation: $ 216,688.20 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: End Time: Land Altering: Y Cut: 139 Fill: 139 Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: Y No: Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N *** k* k**********k** k***• k* k* kk*** k****** *** k* k******** k *k **k **k ** *•k ** * * ** *kk ** * * *kkkk TOTAL DEVELOPMENT PERMIT FEES: $ 3,164.77 ******• k• k* kk k***** k*k kk** k** k• kk**• k******** kk k*** k*• k• k**** k k * * *k * * * * ** * *k ** ** * * * * * *k Date: ( "►'."`j (1) Permit Center Authorized Signature:_ 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. Signatur�e:__d� Print Name:___ o 1:12k01-) This permit shall become null and void 180 days from the date of issuance, or for a period of 180 days from the last Permit No: Status: Issued: Expires: Occupancy: UBC: Fire Protection: East: .0 West: Streams: (206) 431 -3670 D99 -0273 ISSUED 04/07/2000 10/04/2000 DWELLING 1997 NA .0 Phone: Phone: 425- 255 -6518 Phone: 425- 228 -9750 Phone: 425- 255 -6518 Public: N Date: 4 7 if the work is not commenced within if the work is suspended or abandoned inspection. • • Address: ' 5622 S Suite:. Tenant:; Type: DEVPERM Parcel #: 377930 -0180 • A• 1****** k k************* A******** •k * **k * * * * * * ** ** * *'k * * * * * ** *•k* Permit Conditions: 1. No changes will be made to the plans unless approved by the Engineer and the Tukwila .._Building Division. 2. All permits, inspection: records, and approved plans shall be available at the ,lob site prior to the start ,'of; any con- struction. These =documents are to be maintained and avail- able until final inspection ',approval is granted ::Electrical. per ~in i ts. shall be obtained through the Washington State Division , of Labor and industries and all :.;electrical ;work w i l l be inspected by that agency (24 6630) 4. Plumbing perm'its'sha l l be ob:tatined through'' .the Seattle -King Count'- 'Department ,of Public':Health. Plumbing will be i ntpeCted''by that agency, ,including' all gas piping (2967:4722).: 5. All mechanica l work shall be . under separate permit issued `by:. 13. 150 ST CITY OF TUKWILA Permit No: 099 -0273 Status.: Applied: issued: CONTRACTOR SHALL NOTIFY PUBLIC WORKS UTILITY INSPECTOR MR. GREG VILLANUEVA @ (206)433 -0179 OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. 14. 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 ISSUED, 08/09/1999 04/07/2000 the: City of'TtiJ wi la 6. Al) `_ construction to be done in conformance with approved plans and requirements of the Uniform B u i l d i n g Code (1 997 Edition) as amended, Uniform Mecfanical Code (1997 Edition),` and Washington ",'State - Energy .Coder ( 1.qP7 Edition) . 7 Validity ; of Permit. The issuance of permit or approva l of: plans, `spccificati:ons, and ' computations shall not be con str t ed; to /,be -a'per mi.t . for, or an approval. of, any violation any of - the` provisions' of the ' building' code or of any otli r r ordinance of the jurisdiction. No permit presuming to giv` 'authori'ty ` to violate or cancel the provisions of this: code ;;`sha l l be valid. 8. Engineered truss drawings and calculations shall be on site and available to the building inspector for 'inspection purpose: 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. 12. There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 1 HAN 12 HOURS. DURING THIS TIME PERIOD, COVER OR MULCH :OTHER DISTURBED AREAL, IF THEY WILL BE UNWORKED MORE THAN '2 DAYS'. COVERED MATERIAL MUST. BE STOCKPILED ON SITE AT THE .BEG INNING OF THIS 'PERIOD. INSPECT AND MAINTAIN THIS -,,STABILIZATION WEEKLY AND IMMEDIATELY BEFORE, DURING : FOLLOWING STORMS. FROM MAY 1 THROUGH SEPTEMBER 30, INSPECT. AND MAINTAIN TEMPORARY EROSIONPREVENTIOM AND SEDIMENT AT LEAST .MONTHLY.. ALL 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 shali:be • a maximum of 15% Turning rad.i. shall be a minimum of five: feet. • Driveways shall b:e`Nav d for a mina mum the edge of en:i;W:iig road pavement.., • ;Any :.material =Vsp ontu,.:;ar y e`et immediatel Haul i.ng , ?} a, « ti hall req:uir e' applxication': for a Haulin ,Per mit'' • Permit`,No D99 -0273: tatus: ISSUED e ."Address 5622 S .150 • Loca,t on 2]4V y R F M.�j i{ y,h icy Cannect i O`rl Feesk;;: $6O,a0 "sa ` "O0 x $ 00 InsLa1i ` E „ $15000" .. , 7 , t�11''" 4 k, x:00 d Iristal;Pfie ptis;ii;: �: �,, ,; $.00„, $:: o t10 0 $.00 0 $.00 �44�k Plan Review .fee $ r �v � �, Ins pe + rct i 9n Fe e Y $'15 00 3 00 f r $'. 00 'Water )'�u.rn on Fee: x ` 4 32.5.00 �. $ : fi l "i '� $.00 w Special ;rA r �. : 1 ,9:.'00 ,tiX $: ' ; 3.00 bther Fee:: j`ed ..011 ",> ` 1 F`. . 00 f 4 $.: 00 A WATER METER •SU DEVELOPMENT PERMIT Applied Date: 08/09/1999 Issued Date 04107/2000 Project Name/Tenant: to c--r—(00 /-o`f - 18 Value of Copstruction: fir' iLy tate /Zip: Site Address: 5.7 X) Sr /50-(h --ii-eta Tax Parcel Numbe 77Y _ 0126 4 Property Owner: i PO) ) CbkC«2, .eL Phone: 4z' ZZr 975 Street Address: Ci State/Zip: H O ti DX (4G f eu u (. 65'7 Fax #: 425 zz8 723z- Contractor: Phone: Street Address: City State /Zip: Fax #: Architect: ex t; i /' J / t (mot 7 -f�G T Phone: z j 3� O Street Address: City State /Zip: /_ kb1 4 4 dP i310U ira 4 iec x 0s" Fax #: <5 '4( S3 if r Engineer: <� ` / / Phone: Street Address: City State/Zip: Fax #: Contact Person: � 4A.) Phone:A�S 755 ‘SlA Street Address: City S/Zip: /44Zo SE 8441( ,oe 0 � cv 97 c tate 5'9 Fax # 1 2'S 5 ltor'i Description of work to be done: ktc) 4///C.C_ 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: fa. Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) ' Existing Square Footage for Structure: sq. ft. Dwelling 0 sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) /" sq. ft. Uncovered Deck Proposed New Square Footage: .. 3' 7 sq. ft. Dwelling (20 sq. ft. Covered Deck(s) SY5 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) (C sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot)_ .41 For an Accessory dwelling, provide the following: Q 6,117 Lot area Floor area of principal dwelling Floor area of accessory dwelling ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Single - Family Residential Permit Application CITY OF TUKWILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 FOR STAFF USE ONLY ProJec►yumber: Permit Number: Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. APPLICANT REQUEST FOR PUBLIC. WORKS SITE/CIVIL PLAN REVIEW OF THE.FOLLOWING:. (Additional reviews shall be determined by the Public Works Department). ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut Sl2 cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date ap tion accepted: PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 Date a Ilcatlo expires: App�ken by: (initials) BUILDING OWNER OR AUTHORIZED AGENT: Signature. /J� )/, //•/- c�, Date: (, f / Print name: )71" YO' , P . SSG a z • .� ' ' SS � r Address: ,/ // �L (4 4 ZU . S WiA 7 r ityN t(.c.J/ Cy c ( v U,5 -1 ALL SINGLE - FAMILY RESIDENTIA , •• ERMIT APPLICATIONS MUST BE S MITTED WITH THE FQLLLMING: DRAWINGS PREPARED BY . IEGISTERED ARCHITECT OR PROFSIONAL 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 ❑ in 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 architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SI'PEKMIT.DOC 2/13/97 4ckt.\**0.4t*4**-kA*tt***. * .4 ..4 11e 4, lv ,k*It'**** **,S.*A***1p11—ip -: 0 cITY OF W( IRANEOIT 11*.4****41■Ii ort4/. THPOSMIT Number: R9800121 Amount 1,0/1.82 08/09(9'3 09:09 Payment Method: CHECK NotatIon RYON CONCEPTS Permiit Not 099-02O 'Tvvet ULYPERM DEVELOPMEN1 Total Feevt , r7 Thit Payment 1.071.02 -lotal ALL Pinter. 1.071.02 )illancet 1.652.45 k4i*I.kkA*41%** **411.414***1%*44.4A*** Acvount Code Decicrintion Amoun1. 000/245.830 . PLAN MIEN: - ES 1.071 L12 ' . 51354 09/11 9717 TOTAL 7699..30H: • • , NA 4kk l** A AA• kA* **: t* k. tA** A** k: t t% k** AkA: t• M * **AAAAk;4Akk: *:t%J.4, CITY OF 1 UKWILA. WA 1 1 � i CoNsm " ' 4kk•A-A*k*h*r**AAk** *k*AA. AA• *AAA Q 2 A• kAh: 4* A• t• kdr: 4: h• k: t:4k +A•:1:5:4k•k•6kAlt:thk:lk AN.;MIT Number: R9't4002t?, .. Amount.: 2.092.95 04/07/00 Ii. a 1.4 P ymejn t:.'Method r : CHECK Notation: .TI2 YON CuhCEPT6 In i t: ILO _rte .. :.. _ .. _�_.._: ._•:..._.:.___ •.. .....__�._.....— .._......._..__ .__:..�.. -• - -- Permit No 0q9.0273 Type: DEVPERM UEVELOPMIii4•r PERMIT Parcel. Pan: T/7930-0180 0180 S i t e Addrees: 5622 3 150 a•I Total Feee$: 3,164,27 1'hia Payment ; 2 0'12.95 1'utal ALL Pmts 3 Iti4. - ii Balance: .00 A* AAAA*4**4****** A******* kA****• kA* k*** **AA* * * * * *k1:eti * *•k *•kAAAAAA*A Acec,unn t: Code Desc.r I pt i nn 000/322,100 BUILDING RES , :000/345'.630 PLAN . CHECK •- UTILITY 000/345, 830 PLAN CHECK - WATER-METER 000/306.904 3ffaTE BUILDING ;3URCHARG1 000/342.400 1r13P i EL UTILITY • 412/342.400 '402/342.400 401/386.102 401/300.520 401/341.400 401/343.405 000/322.100 0 00/345.830 INSP. FEE STORM DRAIN INSP rEE SME/E 8 WATER CONNECTION' WAI EIt INSTALLAT1ON' (DEP ) WATER INSPECTION FEE WATER TURN-ON FLE LAND ALTERING PERMIT FEE L(li+!R , Al. I•I I21 NO PLAN CHECK Amount 1.648.95 20.00 10.00 4.50 15.00 15.00 20.00 60.00 1`0.00 15.00 25.00 7'?••00 37.50 3310 04/10 9719 TOTAL 30F4 Project: ---- 1/41)(1C-410). L-Of Type o etc:L.- Address: 22 S /L 5' 0 ‘)41 • 5 + Date called: Special instructions: Date wanted: a.m. Requester: Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 D?9'-6Za PERMIT NO. (206)431-3670 Ei Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Phi ) 111),Veo 4e4r 6 I/ Inspector: Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: ( � r- Type of Ins,}ect)ion: /I 7f' !N f ' f tc.i' . Address: •41oz' G. Dr" Date called: 1/. ¶ .6r-o Special instructions: 1_,(.4 4 Date wanted: / �a.m. �l ' �'lJU P.m.` Re q uester �"" - 7) ? ix r Phone: 425 z55 , 5/ SS so wvp INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Pqq 023A PERMIT NO. (206)431 -3670 COMMENTS: 11 /11100 LA Git c. Av. � t - 3/00 � L a ,,' 1' 101 /c) / 5 Date: ((/ 3/60 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 0 Approved per applicable codes. El Corrections required prior to approval. Inspector: 6\I Receipt No: Date: Project j 7 L71 la )t)nc i-To>i CO 67 Type of Insrtia d. Address: Date called: Special instructions: Date wanted: a.m. P.m. Requester: , ii_ / le_rnie€4.--. Phone: Approved per applicable codes. Corrections required prior to approval. COMMENTS: / tb 3/00 '7 i /P "AO 9/We-el • 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 Inspector: Date: 0 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: =eiti114 Itri: q.;... %e.g. Ityelf se4i, 4 , Nte " t ?roject: , T e4li I jection: Address: 51 D22- "31 . j ' ite cIllIcl: — Special instructions: ......... Date wanted: I 1 I S-Ct) P.m. „Res3er: 1 4 / 2g 3-55 • 0 ,-- INSPECTION RECORL Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300iSouthcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. 206)431-3670 Approved per applicable codes. El Corrections required prior to approval.. COMMENTS: • A El $4 .00 REINSPECTIO EE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Brvd., Suite 100, Call to schedule reinspection. Receipt No: Date: _ ,A1 • —.ft"; 2.2 V. ..A7C *. , , i 4 1 , 1e6' , .1.i COMMENTS: Type of Inspection: GC /VS Address: X2-2.. S. r i q 2 . v to - ,. . ; ciAA kt w & 1.. � . U U, - .i1 1/40-6 0 fL6: 41, it l•.. 't, Special instructions: iLvt l e? A0,61 J Cr 'NR.n. ` 4 U t�1.s ,4 Date'wanted: l 0../ � itk tx.p.ar‘ c . CI L i U ae. -6 I ,R ,v f , -t 4 4 Requester: Phone: • 1),,t tAfe.i.c.n A-INA. 0,i rc; at el-f(AARA... -- 1» 14 wi e' At n 1, t .l . .6y,�A ,C`) E tkl Nth) ‘,? ..pi,4$.> I Project: ,ru-Ax a Type of Inspection: GC /VS Address: X2-2.. S. r i N Date called: to /z. .; Special instructions: iLvt l e? Date'wanted: ` t , ` a.m. p.m. Requester: Phone: Cat k Inspector: INSPECTION NO. A!!,'�57e"StC•"�1 =. DS PZ:0L!(F'.; ,;,C�'",. 7;Y: w ,,.. INSPECTION RECORI Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcdnter Blvd, #100, Tukwila, WA 98188 0 Approved per applicable codes. 19- 0 PERMIT NO. D q q -.d-7 (206)431 -3670 Ei Corrections required prior to approval. Date: El $47.00 REINSPECTION FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: P oject: V1( \C-- can - -L-o 1 g a of Inspection: Y Addre ss: a 1�o.�..�`� 5 S d - .P:.— Date called: S�Spp((ec)ial instructions: 1l �A : '�,, t /1-s ry Q.- .- n(.7 Date wan d: — ' on a. pm: I R n este r . ` )r - )i" Phone: r 1-4;-)c ASS (OS kg IIML14iM. LtiY1' UlS• Y?Yk INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: $47.00 REINSPECTION FEE RE • UIRED. Prior to inspection, ee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: 71A.0 4 l'e9r1 Z-4)4 /6 Type of Inspection: - Dr ■ 1 t cr? / 1 ill I Address: Date cralled: - 7 -- ,r2 7 GOZ) Special instructions: Date wanted: a. 3.ester: --- ( : yr, Phone: INSPECTION RECOR *Retain a copy with permit INSPECTION NO. CITY OF TUKWIIA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 /1` 1 1:1-!. r • ..... - 07-73 PERMIT NO, (206)431-3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: / $47.00 REINSPECT' / FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Suite 100. Call to schedule reinspection. Receipt No: Date: joJect: c on - Lo+ a t z d . I sulcctiQi "failed! 00 ,i4r s s-- sk. Special instructions: D wan4 .■ Re el•■■••••••••■■•••••eml INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECOR Retain a copy with permi PERMIT NO. (206)431-3670 COMMENTS: / j v pitood.‘ ..75/-16 : ) A#0.1 Inspecto0 Date: 7,2ii pproved per applicable codes. El Corrections required prior to approval. El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: - 10Y1- - C-01 1 (3 Type of Inspection: I Ve :Address: coAcI-- S ISO'n t Date called: `'T - 1 ci - Co Special instructions: ' 7 ..... Date wan51: 0 Rom: Vlz4 • : t•i• INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO... iaNsainfrne71•11.1.1.10 (206)431-3670 VA pproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ( Daty $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: Pro' -ct: uric-IT - • • . . - of Ins I ectio vlsoly.—.TerliiiilYALVIEM. Date call•d: Addresv . - ... Special instructions: Dateant0: c ", - 00 a.m. R quester: Phone: 2 -4 5:- aSS INSPECTION NO. CITY OF.TIJKWILA BUILDING DIVISION *t INSPECTION RECOR Retain a copy with permit bqqo-..)7 PERMIT NO. ix- 6300 Southcenter Blvd, #100, Tukwila, W. 98188 (206)431-3670 ' 9 proved per applicable codes. Ej Corrections required prior to approval. COMMENTS: Ej $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: •!I 2 Project: , lonS- Lc ir 1Y. Type of In pection: , 1/kfZete. rcocpe_ s adtre ) s: . a.... 5 ISO t4. 3.1. Date called: Special instructions: Date wanted: Cc.) . C■ P.m. Re uester: 1 --Clad s \ Tr.) 011 Ph ne: L TD - 5" . LOS INSP ON NO. Approved per applicable codes. INSPECTION RECORIO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 Corrections required prior to approval. COMMENTS: ge/4711. MO 91 C ow• Pe Tr_ A.A›,e_ic e R75/5„ 47-le_ so/e., Oc Dat74/6;1/4) El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: . ; '1.ge^ •ret VC% •te. .. • 1 COMMENTS: ) /14-144 W OO f a S. r0 -P..14. e ci 6 6, .. P-0( Op - 1 6 .1M. Ccrt4-411 C I ONA-1&-at+ FD. 5 ,bdA st/t,,, (- S.W. r e)--c- lb b" A16. 6" IV( 77) S, (1 c et, %. -' c dk.fr.Q.,, 1 -h) 7 , P (," sd 5 TM. C.IsL 7Z) 5 ko. kt...4 6 _2_4, 1,, I tef 630`, Date called: .zait .g,e- pa ie el ` cS cgtAL . . 4e ei L",1-)ii dX€1 4/4--,i4.-c., aLL 7/ A r. . yo 7D 1,,,). zirt..),....t. Ak. tufAro; 2.-0 ,s_ )01..4,.. 0 0 e...- Date wanted: 573/4) Project Type of Inspection: 5s5 5,53. ji re Addss: l c / 3111 Date called: Special instructions: ' L0 1- 'I 6) ql.." Date wanted: 573/4) _S> P.m. Requester: Phone: 4 71— c ° 5 3-' A 575( /7 ' INSPECTION r96. S5) Receipt No: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Date: PERMIT NO. (206)431-3670 El Approved per applicable codes. El Corrections required prior to approval. Inspector: Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ;-;. ••=4 . 4 .: • • •. ara'ar,ZVAZPCSV=a'b . . INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 0Z73 PERMIT NO. (206)431-3670 A pprovecI per applicable codes. El Corrections required prior to approval. COMMENTS: $47.00 REINSPECTION HE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 11140V :!r! Type of Inspection: Tian ^el 0■ AdAress: 6,7,2-- Date called: Special instructions: Date wag a.m. P Reqz t Er G. Phone: ara'ar,ZVAZPCSV=a'b . . INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 0Z73 PERMIT NO. (206)431-3670 A pprovecI per applicable codes. El Corrections required prior to approval. COMMENTS: $47.00 REINSPECTION HE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 11140V :!r! Pro' c : , 6 . (8 . :.. A .;'•ss: �.'��(�]i// Da ca l d t j) - Special instructions: Date wln�gd Irn (,4 pcj°> ti,/lJ . ° a'. p.m is Re ester: PhogeY - _R55 v INSPECTION RECO Retain' a copy 114th permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION' 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. (206)431 =3¢ Corrections required prior to approval. COMMENTS: v �-�-- U-'4 $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: .r 14 Project: -- L Type of Inspection: . / t Address: 5v 6 . 7 l - /1 Date called: ill-5-1 ' Special instructions: I .6 r Date wanted: ti . a.m. p.m. Requester: r 7 / 7 [Ai 0,- Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECOID Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: g spa rocitc4A-7 vet.. /2 t d r.44o, Inspector: 4 l/ Date: t,/ /L 57ct) $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Pr t e at (7f i Lo I 0 j_ype of n - Isp : ection 0 ----- 031 i --i-wi 1(i ,--- iv A g..... c. D. ,_). . i 0 ..__ (.- . Date called:., L411(4100 Special instructions: .... Date wanted: 44 fcql / U0 p.m. Requester: --7- - 1 I ti l _ PhEn 3 _ i 6 .. INSPECTION RECOR Retain a copy with permit INSPECTION NO, CITY OFTUKWIIA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Dqq_ o2:93 PERMIT NO. (206)431-3670 Approved per applicable codes. 1:1 Corrections required prior to approval. COMMENTS: ( fe/ D 2iie/y/o - o fl $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: 0 0 City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name tie \ J 4 M 7 / o tor-/8 Address ( >/9 t �; 6, 22 S t 5 U S 5S` /y, SSio Retain;current inspection schedule.' Needs shift inspection Approved without correction notice k Rpproved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature FINALAPP.FRM Steven M. Mullet, Mayor Thomas P Keefe, Fire Chief Permit No D99- C)2 7 ? Suite # /010/ /o' Date Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206 - 575.4439 INDIC TES EXISTING /PRO'OSED NATU L DRAINAGE PA s ERN CLEARI O LIMITS TO BE PROPER LINES {( ( r Lo vs f) ?oc'e u' NCB US 25'.0' 4' SIDE SEWER MIN 2% AND 10'.0' MIN AWAY FROM DRIVEWAY SANITARY SEWER STUB OUT IE •20435' TEST TEE EXISTING TOPOGRAPHY X APPRX. 1W Y RDS OF EXCAVATI TO BE RELOC TED IN REAR OF A H SITE PLAN FOR LOT IS SCALE USE TO BE B SUBDIVISION : BERGSTROM (THE JUNCTION) STREET ADDRESS : LOT AREA : 6.623 egl:.1 PLAN': PLAN '2359A OUNER TRYON CONCEPTS ADDRESS , 14420 SE 84th ST. NEWCASTLE PHONE : (425)255.6518 TAX *I - LEGAL DESCRIPTION : • r C 03 ILT GARAGE R GHT SETBACKS FRONT • 20' REAR : 10' SIDE : 5' SIDE s 5' 7'45'2 0R W W 13400 Northup Way, /33 Bellevue, M•. 00005 tel 425 -941 -5320 (ax 425 - 041 -5310 FOR ADDITIONAL SEE CIVIL ENGIN RECORDING #1999 DRIVEWAY SECTION INFORMATION BRING DRAWING 26001980 T.W. 222.0' 1' EXP. A00. CONG DRIVEWAY .---- 2I SIDE IL PE 2. Sir CRUSHED ROC[ MAIN FL. o 226.0' PLAN #2367 TO SIDE o 5URFAd APPEN NOTES: RIVEWAY PAVED FROM 0th TO GARAGE 1. SD. - PEOF4'NON- PERF• - • TED ADS k N•12 TE' 'BLE 3. 555 PIPE 6' SDR 35 N ON A ¢% 5L•' - E. CLEAN OUTS PER CIT INFRASTRUCTURE • STANDARDS. N ▪ 4. METER TO NOUS O IS 9(4'. WATER METER ( 15 FOGITITE'I 5. WATER 9JPPLY CONNECTED TO WATER METER SETTER 6. SITE WILL BE SJ ALE BY USING SEED PERMANENTLY Y OILNER : BY COMPLETION DATE ORARY EROSIO \CONTROL STRAW ON THE bOUNNILL THE LOT PER i998 KC. WATER DE5IGII MANUAL IX D. JOB 99158.I4b PLAT FILE ": 99124x2 DATE: 08 -01•99 5RU REVISED DATE. II -03.99 MJM Klapp Icr Architects, Rs. et _ _ Dpa. redie D,¢AeK fit t rAi. • • • ATER SUPPL S' B OUT 3 • METER IE 207.00' TYP�K I p OP) 'R WI RE O STORM D 11 ,A iL 000 ‚ ill''' J O 0 = c i n .- O .a r i.$ CD t ..' 2 _1 Pcici - M13 • INDIC TES EXISTING /PR NATO L DRAINAGE PA CLEARI O LIMITS TO BE PROPER LINES APPRX 1W Y RDS OF EXCAVATI TO BE RELOC TED IN REAR OF ( p ork.totAO ?oc'Qrcri NC4 S 25'.O' 4' SIDE SEWER MIN 2% AND 10'41' MIN AWAY PROM DRIVEWAY EXISTING TOPOGRAPHY X ERN SANITARY SEWER STUB OUT IE ■20455' TEST TEE H USE TO BE B 'V 'V 'V Vl M W 1LT GARAGE R OHT 7'45'2 'V co n o ' V N xl' NOTES: RIVEWAY PAYED FROM 0th TO GARAGE 2. SD. ' PE OF 4' NON- , PERF• •TED ADS N -I2 TE' BLE 3. 555 PIPE 6' 5DR 35 N ON A fix 5L•`'E. CLEAN OUTS PER CIT INFRASTRUCTURE '}••,• STANDARDS. • 4 :•WATER SUPLY FR N METER TO THE NOUS 0 15 9(4'. WATER METER (f) 15 FCTITE h 5. WATER SUPPLY CONNECT D TO WATER METER SETTER 6. SITE WILL BE ST A USING SEED 4 MULC E BY Y OUNER + BY COMPLETION DATE ORARY EROSION; CONTROL STRAW ON THE bOUNHILL THE LOT PER 1558 KC. WATER DE516k1 MANUAL IX D. • t I ATER SUPPL S' B OUT 3 ' METER 8 _1 IE 207.00' TYP : K COPP'R WIRE IN 1 1 TO STORM D '• I E= 219.00' 1. +41 8' WATER MAIN 0 3% WER MAIN _ _8 _ "DE';CID INFORMATION ERING DRAWING 26001980 T.W. 212.0' MAIN FL 44 226.0' PLAN #2367 55.07 FOR ADDITIONAL SEE CIVIL ENGIN RECORDING #1999 DRIVEWAY SECTION 4' EX?. AGO. CONC. DRIVEWAY _- 2S SIDE SL •PE 2' sir CRUSHED ROCC 1.T TO SIDE ' SURFAi APPEN • • • • • • • • 2 r Z o m '0 i9 CD ill m --.1-a � a _ G7 ('7 (..)1 INFORMATION BRING DRAWING 260019/0 T.W. 222.0' .W. 21&0' WER .038 MAIN FL. 0 226.0' PLAN 02367 55.07 8 "Db,CID FOR ADDITIONAL SEE CIVIL ENGIN RECORDING 01 • ' DRIVEWAY SECTION 4• EXP. A00. CONC. DRIVEWAY _ - 2I SIDES 'PE 2' sir CRUSHED ROCK 7'45'2 TYP COPP INDIC TES EXISTING /PR NATU ' L DRAINAGE PA CLEARI 0 LIMITS TO BE PROPER LINES APPRX. 139' Y RDS OF EXCAVATI TO BE RELOC TED IN REAR OF 25'.0 4' SIDE SEWER MIN 2% AND 10'•0' MIN AWAY FROM DRIVEWAY SANITARY SEWER STUB OUT IE •20435' TEST TEE EXISTING TOPOGRAPHY X ERN PHONE • (425) 255 -65I8 TAX • - LEGAL DESCRIPTION SUBDIVISION • BERGSTROM (THE JUNCTION) STREET ADDRESS : - LOT AREA : 6.623 egrt PLAN •: PLAN 1 2359A OWNER • TRYON CONCEPTS ADDRESS • 14420 SE 84th ST. NEWCASTLE CITY OF TUI k lU NOV 18 1999 hs t'd01H) SITE PLAN FOR LOT IS SCALE : I'40' H USE TOBEB sze SETBACKS FRONT • 20' REAR - 10' SIDE • 5' SIDE • 5' ILT GARAGE R OHT onnssw::a _ .. gottel - d st ^nd ^rd It the des , � ... .. rep: �r e ' design. ;,7a, deletions date will r.. and .. a remubmittei for w1 su'- approval. Anal acceptance Is subaktto Ile public Wodte WON Impect or Oda NOTES: • RIVEWAY PAVED FROM S. Oth"TO GARAGE 1. SD. PEW N•I2 TE PE OF 4' NON. TED ADS ABLE 3. 555 PIPE 6' SDR 35 ON A 6% 5L - . CLEAN CUTS PER CIT INFRASTRUCTURE N••, STANDARDS. SUPLY FR 'J 4. METER TOTE HOUS 0 IS 3/ WATER METER (f) IS FO TITE 5. WATER SUPPLY CONNECTED TO WATER METER SETTER 6. SITE WILL BE USING SEED i MjULAC i BY Y OWNER : BY COMPLETION DATE 1. T ' - ORARY EROSION\ CONTROL TO - STRAW ON THE DOWNHILL SIDE o. THE LOT PER 1998 KC. 5URFAa WATER DESIGN MANUAL APPEN•IX D. g 13400 Northup Way, #33 Bellevue, Na. 98005 lel 425 -041 -5320 fax 425- 841 -5318 ATER SUPPL B OUT METER 207.00' K R WIRE TO STORM D IE=219.00' JOB 0 . 99I58.14b PLAT FILE ': 99122.02 DATE: 08 -01 -99 SRU REVISED DATE: II -03 -99 MJM Kapp ler Architects, P.S. pith the theN ?twee ,speCtI011 b/ RECEIVED CITY OF TUKWILA NOV - 4 1999 PERMIT CENTER CORRECTION LT R# -�--- 9O27 3 INDIC TES EXISTING /PR NATU L DRAINAGE PA CLEAR! 0 LIMITS TO BE PROPER LINES APPRX. 139' Y RDS OF EXCAVATI TO BE RELOC TED IN REAR OF FOR ADDITIONAL SEE CIVIL ENGIN RECORDING #1 25'.0• 4• SIDE SEWER MIN 2% AND 10'.0' MIN AWAY FROM DRIVEWAY SANITARY SEWER STUB OUT IE•204s5' TEST TEE EXISTING TOPOGRAPHY X A ERN H USE TO BE B 1 , - u-- --r-"• ILT GARAGE R GILT r 1 ) NOTES: 1. SD. NE2E r TO SIDE SURFA APPEN • These plans have for otmanCe With Works Department is Subject to errors a1r0 CIty standards. Acceptance m which do n ot Authori =olati b ty these . d t ^ ^.. rd^ or ordinances. the �tanoe .wings ad opts c n,, . T" for the - - 3 .1 the design rec'. desig ..ns. deletions c • draw n. and w, for su° RIVEWAY PAVED FROM 5. 0th GARAGE PE OF 4' NON- TED ADS ABLE CONNECT D TO WATER ATER SUPPL B OUT • METER 207.00' K R WIRE TO STORM D IN I1E419.00' -;s date will a resubmittel ' • s approval. Final acceptance Is S b act to I..... Ihe OM .31.1 Public works wilis Inspector. • MAIN FL. 0 226.0' PLAN #2367 c 4. DRIVEWAY SECTION 4' UK A00, CONC. DRIVEWAY 22 SIDE I INFORMATION BRING DRAWING 26001950 FE 2' !/r CRUSHED ROCK T.W. 222.0' W. 215.0' 7'45'2 • • 5 1.T S 3/ I E TYP COPP 6' 5DR 35 . CLEAN INFRASTRUCTURE 3.555 PIPE I ON A f SL OUTS PER CIT •, STANDARDS. 4 . N METER TOTE HOUS 0 IS 3.4'. WATER METER (4 IS FdGTITE '1 5. WATER SUPPLY METER SETTER 6. SITE WILL BE PERMANENTLY STABLE BY USING SEED 4 MULCH = Y OILNER : BY COMPLETION DATE - ORARY EROSION\ CONTROL STRAW ON THE DOWNHILL THE LOT PER 1998 KC. WATER DESIGN MANUAL IX D. pection by WATTSUN 5.6 ,. it YS,,, � ✓i.^.�4iA�' ^:Jl� i:�i�,.�.� i �.,. /ILE: M: \ \KAA \ \99\ \99024 \ \PLAN2367.WS Site: Homeowner: A' �br COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Floor Glazing @l5% Doors AG Wall Ceiling, Attic Infiltration PROPOSED DESIGN COMPONENTS Component Description Floor Glazing Q12% Doors AG Wall Ceiling Infiltration REFERENCE 401 4.42 Component cr �� ggg y 1 puG Pe0A5 G R19 vented Joist 16oc * * ** 2g1 vinyl clr /air Wood 1 3/8 ", solid flush R13 STD Lap Wood R30 blown Attic STD baffled Standard Air Sealing Struc Mass Light Frame, Sheetrock walls :.r.•.:r.�a:s:. „.�;,,�,q� , • , .�.'�,^i•;w;'.�t"Y';:'F:z•; ; k?' h =;i( %rfi; > ::' � ' , �f'trr �[ 'a,:. , `? r3 i�`�`.t';' }'' R :i:L'!:i!Sr,��,a 1997 WA STATE ENERGY CODE COMPLIANCE REPORT Analyst: NMS Jurisdiction: Utility: HOUSE ID: TRYON CONCEPTS #2367 House Type: Single Family Floor Area: 2367 ft2 Weather Data: Seattle, WA Climate Zone: 1 The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. PROPOSED 372 Btu /hr -F 4.56 kWh /ft2 -yr Reference Value X U -0.029 U -0.400 U -0.200 U -0.058 U -0.031 ACH -0.350 Reference UA 401.2 Value U -0.041 U -0.049 U -0.390 U -0.082 U -0.036 ACH -0.350 M- 3.000 2367 7101 Proposed UA 372.1 Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. Page 1 07/28/99 Area = UA X Area = UA 1702 49.4 355.0 142.0 55.6 15.7 2438 141.4 1702 52.8 20908ft3( 133.9) 1702 69.8 292.7 14.3 55.6 21.7 2500 205.0 1702 61.3 20908ft3 (133.9) cxn O�T3 • 'MOW ltno WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT � M: \ \KAA \ \99\ \99024 \ \PLAN2367.WS HOUSE ID: TRYON CONCEPTS #2367 HEATING /COOLING /VENTILATING SYSTEMS Heating System Type: System Efficiency: Modified Efficiency: Design ACH: Design Load(at 44F dt): Total Load: System Size(Output): Average Annual Heat: Annual Cost: Ventilation System: Cooling System: SEER: Cooling Load(at 4F dt): System Size ( %Over) : Annual Cool Requirement: Solar Access: ,GLAZING ORIENTATION PROPOSED South ft2 Southeast : East Northeast : Eff S Glz: 2.5% PROPOSED Electric: Zoned 100 % 100 % 0.60 26473 Btu /hr 26473 Btu /hr 11.5 kW (150 %) 15700 kWh $ 864 Integrated Spot & Whole House 0.0 O Btu /hr tons ( @125 %) kWh /yr Partially Shaded North Northwest West Southwest PROPOSED . 292.7ft2 Economic and energy consumption estimates are designed for comparative purposes only. Actual cost for heating will vary depending on weather conditions, occupant lifestyle and other factors. Page 2 07/28/99 RECEIVED crTy of TUKWIIA PERMIT CENTER WINDOW: TOTALS. x ROOM NAME I WIDTH (IN FEET) I HEIGHT (IN FEET) AREA (IN SQUARE FEET) QUANTITY (HOW MANY) 'TOTAL AREA (IN SQUARE FEET) TOTALS (IN SQUARE FEET) MAIN FLOOR ' LIVING 6.00 5.50 33.00 1.00 - 33.00 ENTRY 1.00 5.50 5.50 1.00 5.50 DINING 5.00 5.50 27.50 1.00 27.50 ---' KITCHEN 3.50 3.92 13.71 1.00 13.71 NOOK 6.00 6.67 40.00 1.00 40.00 FAMILY 8.00 5.00 _ 40.00 1.00 _ 40.00 ' TOTAL MAIN 159.71 UPPER FLOOR M. BEDROOM 3.00 4.00 12.00 1.00 12.00 _ M. BEDROOM 3.00 4.50 13.50 1.00 13.50 M. BATH 6.00 4.00 24.00 1.00 24.00 BEDROOM #2 5.00 4.00 20.00 1.00 20.00 BEDROOM #3 4.00 4.00 16.00 1.00 16.00 STAIRWAY 4.00 3.00 12.00 1.00 12.00 LOFT 7.00 4.00 _ 28.00 1.00 28.00 TOTAL UPPER 125.50 SUMMARY TOTAL GLAZING SQ. FT. 285.21 TOTAL HOUSE SQ. FT. 2,367.00 Glazing % 12.0% .Y. � 1 , ..n �.0 >fl! Y Kl- ' i'Nt��fh KCt .Uri... �.t'Y �l�Nr4'�1.'.s'+:..`�o: i..k'. "� ; r- ..l- t.,l•� 1�4'I.f .3 tr +rcJf ��. Kappler Associates Architects JOB NAME: TRYON CONSTRUCTION PLAN #2367 JOB NUMBER 99024.10 Csav aht 1994 DATE: BY: NMS 7/21/99 7/28/99 GLAZING.xls `Aj Kapp ler Architects VERSION 97.7 INCLUDES 3 STORY Job No. Date 99024 -21 7129199 SPM Lateral Analysis for: TRYON CONSTRUCTION PLAN #2367 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 KAPPLER ARCHITECTS BELLEVUE, WA 99024 -21 Tryon Plan #2367_1997 -7 Lateral analysis woNt213i641d5320 Long Wall 0:36 1740 :. -12 `. 13.0 J 9 E GIST ERED - R ITECT KAPP STAT ' F WASHINGTON NOT VALID UNLESS 'WET STAMPED" "B" Default 80 MPH Default 3 Default (sd) Default (table 16 Q) 0 PSF Default Short Wall /12 SF FT FT FT 12 PSF Default 15 PSF Default 10 PSF Default 8 PSF Default Lower 4' not included Lower 4' not include, S \\p' O ! '4 C . p 7/29/99 PAGE 1 3 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 i / story shear r a = element story shear x 10 / Iw element shear Iw (LENGTH) P= r max = -2.73 I ri= therefore use 96'x r i story shear 1184 11676 DESIGN CRITERIA FOR WIND ANALISYS WIND PER SECTION 1618 DESIGN PRESSURE: P = (Ce) (Cq) (qs) (1w) where: Ce = Exposure factor Cq = Method Factor qs = Wind Stagnation Pressure Iw = Importance Factor VALUE USED Ce = Cq = qs = Iw = 1 WIND EQUALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (1w) P= KAPPLER ARCHITECTS BELLEVUE, WA 99024.21 Tryon_Plan #2367_1997 -7 Lateral analysis wor425e .,45320 Min= 1.0 Max =1.5 EXPOSURE 0.62 Default for B exposure METHOD 2 1.3 Default for normal force method WIND SPEED 16.4 Default for 80 MPH WIND FORCE TRIB.HEIGTH PSF P(ROOF) 13.0 16.20 P(FLOOR) 9.25 13:22 P(LOWER FL) 0 13.22 ' P(GARAGE) 0 13.22 1740 42 11841 I 0.10 I P /LF 211 122 0 0 SF # FT # FT # FT # FT 7/29/99 PAGE 2 to .00 � M` � l oco ROOF 12 42 40 20160 ADDITIONAL LOAD 0 42 40 0 S / S EX. WALLS 10 84 8 6720 F / B EX. WALLS 10 80 8 6400 INTER. WALLS 8 82 8 5248 Roof (Upper walls) 38528 18.5 712768 712768 0.6266 7316 Floor (Main walls) 44716 9.5 424802 1137570 0.3734 4360 Floor (Lower walls) 0 0 0 1137570 0.0000 0 FLOOR 15 42 40 25200 S / S EX. WALLS 10 84 8.5 7140 F / B EX. WALLS 10 80 8.5 6800 INTER. WALLS 8 82 8.5 5576 TOTAL UPPER FLOOR WEIGHT ON MAIN SHEAR WALLS 44716 FLOOR 15 42 40 12600 S / S EX. WALLS 10 84 0 0 F / B EX. WALLS 10 80 0 0 INTER. WALLS 8 82 0 0 TOTAL MAIN FLOOR WEIGHT ON LOWER SHEAR WALLS 0 DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1628 table 16bQ.16N BASE SHEAR: Vb = ( 3.0 x Ca / R ) W where: Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load DEAD LOADS VALUE USED Z= R= Ca = Rw= Rw= BUILDING LOADING TOTAL ROOF WEIGHT STORY SHEAR 0.3 0.36 8 6 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSF LONG WALL SHORT WALLI WEIGHT BASE SHEAR BASE SHEAR: Vb = ( 3.0 x Ca / R ) W W i TOTAL WEIGHT BASE SHEAR: Vb= hi (Plate Ht.) W= rta 38528 # 832441 TOTAL FLOOR FORCE: Vi= 1850338 KAPPLER ARCHITECTS BELLEVUE, WA 99024 -21 Tryon Plan #2367 1997 -7 Lateral analysis wodl.8t301.1418320 IF:NO LOWER LEVEL 0.1964 83244 16346 WORKING STRESS WOOD DESIGN 1.4 I 11676 (# Wi x hi Wihi / sum sum Hi x hi Wihi Vi 11676 I# 0 M o 7/29/99 PAGE 3 SEISMIC EOUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON F (ROOF) F (FLOOR) P(LOWER) P(GARAGE) ROOF DIAPHRAM CHECK TOP CHORD M= T =C= 2 -2X4 2 -2X6 16d SEISMIC FORCE 10.5 16.5 Olfet SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB 160 132 0 0 UPPER FLOOR MAIN FLOOR WIND GOVERNS SEISMIC: GOVERN @ 211 # FT @ 343 # FT # FT # FT # FT # FT 46438.4907 1160.962268 ,10;57 ALOW.Ft= dig 1.33 143.64 # /NAIL 550 1.33 MIN BOLT SPACING 790 1.33 MIN BOLT SPACING 914499.8427 SEISMIC FORCE ,r 731.501 ; #FT 11676 F (ROOF) F (FLOOR) P(LOWER) P(GARAGE) P(ROOF) P(FLOOR) P(LOWER) P(GARAGE) # /BOLT '_'rx;!2,31(FTO.C. 1050.7# /BOLT :. ?x 2 ,,p, .1 FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 99024 -21 Tryon_Plan #2367_1997 -7 Lateral analysis wor01641d5320 525 1.33 8.08 NAILS 160 132 0 WIND FORCE 211 122 0 0 698.251 # FT # FT # FT # FT # FT # FT # FT # FT OK 7/29/99 PAGE 4 V W h Wh F ROOF 11676 38528 13.00033333 500876.8427 6395 FLOOR 11676 44716 9.25 413623 5281 LOWER 11676 0 0 0 0 SEISMIC EOUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON F (ROOF) F (FLOOR) P(LOWER) P(GARAGE) ROOF DIAPHRAM CHECK TOP CHORD M= T =C= 2 -2X4 2 -2X6 16d SEISMIC FORCE 10.5 16.5 Olfet SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB 160 132 0 0 UPPER FLOOR MAIN FLOOR WIND GOVERNS SEISMIC: GOVERN @ 211 # FT @ 343 # FT # FT # FT # FT # FT 46438.4907 1160.962268 ,10;57 ALOW.Ft= dig 1.33 143.64 # /NAIL 550 1.33 MIN BOLT SPACING 790 1.33 MIN BOLT SPACING 914499.8427 SEISMIC FORCE ,r 731.501 ; #FT 11676 F (ROOF) F (FLOOR) P(LOWER) P(GARAGE) P(ROOF) P(FLOOR) P(LOWER) P(GARAGE) # /BOLT '_'rx;!2,31(FTO.C. 1050.7# /BOLT :. ?x 2 ,,p, .1 FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 99024 -21 Tryon_Plan #2367_1997 -7 Lateral analysis wor01641d5320 525 1.33 8.08 NAILS 160 132 0 WIND FORCE 211 122 0 0 698.251 # FT # FT # FT # FT # FT # FT # FT # FT OK 7/29/99 PAGE 4 #N /A 0 0 0 . 0 #N /A [ : :1 .3 V Mo= Wall(DL) Roof (DL) Mr= T =C N REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 . 0 0 .0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A 11.5 3.75 3.75 2.25 4 176 , ' ) Mo= Wall(DL) Roof (DL) Mr= T =C N REQUIRED 5284.28 5284.28 3170.57 5636.57 MIN PLATE NAILING 10 INC O.C. 300 300 180 320 1701 1701 882 1512 2501.25 2501.25 796.50 2442.67 742.14 742.14 1055.14 798.47 NA NA CS16 -30 NA 20 7.5 0 11 0 228 ;', - r" Mo= WaII(DL) Roof (DL) Mr= T =C N REQUIRED 13660.89 0.00 20035.97 0.00 MIN PLATE NAILING 8 INC O.C. 600 0 880 0 0 0 0 0 1500.00 0.00 3226.67 0.00 1621.45 #DIV /0! 1528.12 #DIV /0I HTT 22 #DIV /0l CS16 -30 #DIV /01 8.5 17.5 4.5 0 0 81 - iT,) f ;;`• Mo= Wall(DL) Roof (DL) Mr= T =C N REQUIRED 11391.84 2929.33 0.00 0.00 MIN PLATE NAILING 21 INC O.C. 1400 360 0 0 0 0 0 0 8166.67 540.00 0.00 0.00 184.30 530.96 #DIV /01 #DIV /01 NA NA #DIV /01 #DIV /01 SHEAR WALLS RIGHT TO LEFT UPPER FLOOR TRIB.LENGT Load 211 Ht. 8 00 � 2 /3DL REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 z O cc 2 /3DL UPPER FLOOR Load 211 Ht. 8 0 2 REACTION HOLDDOW 2/3DL REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 o: 2 /3DL REACTION HOLDDOW TRIB.LENGT TRIB.LENGT TRIB.LENGT a a WALL SEGMENTS b c b a a b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 99024 -21 Tryon_Plan #2367_1997 -7 Lateral analysis wor4ge341‘I8320 d d d d SHEAR V WALL TYPE G o f 9s 7/29/99 PAGE 5 15 19 . . 7.5 , 0 0 119 Mo= WaII(DL) Roof (DL) Mr= T =C N REQUIRED 18120.01 7152.64 0.00 0.00 MIN PLATE NAILING 14 INC O.C. 1520 600 0 0 0 0 - 0 0 9626.67 1500.00 0.00 0.00 447.02 753.68 #DIV /0I #DIV /0l NA _ NA #DIV /0l #DIV /0! . #N /A 0 • 0 0 0 #N /A Mo= Wall(DL) Roof (DL) Mr= T =C N REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 . 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #NIA #N /A _ #NIA #NIA 15 15.5 20.5 0 0 88 r , Mo= Wall(DL) Roof (DL) Mr= T =C N REQUIRED 10881.28 14391.37 0.00 0.00 MIN PLATE NAILING 20 INC O.C. 1240 1640 0 0 0 0 . . . 0 0 6406.67 11206.67 0.00 0.00 288.68 155.35 #DIV /01 #DIV /0! NA NA #DIV /01 #DIV /0! #N /A 1 .0 0 0 #N /A W Mo= Wall(DL) Roof (DL) Mr= T =C N REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 80 0 0 0 0 0 0 0 26,67 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A _ #N /A 1 #N /A #N /A FRONT TO BACK UPPER FLOOR TRIB.LENGT Load 211 Ht. 8 z 2 /3DL REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 Z o: 2/3DL v REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 Z J 2/3DL v REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 w J 2/3DL REACTION HOLDDOW a TRIB.LENGT a TRIB.LENGT TRIB.LENGT a a WALL SEGMENTS b c b b c c b c KAPPLER ARCHITECTS BELLEVUE, WA 99024 -21 Tryon_Plan #2367_1997 -7 Lateral analysis wodtilb $148320 d d d d SHEAR V WALL TYPE 7/29/99 PAGE 6 4 2 2 0 0 132 Mo= Wall(DL) Floor,Roof(DL Mr= T =C N REQUIRED 2244.38 2244,38 0.00 0.00 LRP AT GARAGE WING WALLS - MEETS APA TEST LOADS MIN PLATE NAILING 13 INC O.C. 340 340 0 0 . 0 0 . 0 0 226.67 226.67 0.00 0.00 1008.86 1008.86 #DIV /01 #DIV /01 STHD 14 STHD 14 #DIV /0! #DIV /0! 20 8 10 0 0 381 Mo= Wall(DL) Floor,Roof(DL Mr= T =C N REQUIRED 25887.42 32359.28 0.00 0.00 MIN PLATE NAILING 5 INC O.C. 1360 1700 0 0 1680 0 0 0 8106.67 5666.67 0.00 0.00 2222.59 2669.26 #DIV /01 #DIV /0! STHD 14 RJ STHD 14 RJ #DIV /01 #DIV /01 8.5 3.25 4.5 8 .6 134tp Mo= 3699.00 5121.69 9105.23 6828.92 WaII(DL) 552.5 765 1360 1020 Floor,Roof(DL 900. 1080 2720 200 Mr= 1573.54 2767.50 10880.00 2440.00 MIN PLATE NAILING T =C 653.99 523.15 - 221.85 731.49 13 INC O.C. N REQUIRED STHD 14 RJ _ NA _ NA THD 14 RJ RIGHT TO LEFT MAIN FLOOR TRIB.LENGT Load 132 Ht. 8.5 o: 1 - Q z 0O Li. 2 /3DL MAIN FLOOR TRIB.LENGT Load 343 Ht. 8.5 Mo= Wall(DL) cc Floor,Roof(DL u. 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED MAIN FLOOR Load 343 Ht. 8.5 2 REACTION HOLDDOW 2 /3DL REACTION HOLDDOW MAIN FLOOR TRIB.LENGT Load 343 Ht. 8.5 2/3DL REACTION HOLDDOW a a WALL SEGMENTS b c b c d d SHEAR V WALL TYPE 14.5 11649.34 680 120 1066.67 2645.67 STHD 14 RJ 4.5 13105.51 765 135 1350.00 2612.33 STHD 14 RJ 6 17474.01 1020 585 3210.00 2377.33 STHD 14 RJ 0.00 0 0 0.00 #DIV /0l #DIV /0! 343' See beam calculations for added overturning load TRIB.LENGT a b c d a b c KAPPLER ARCHITECTS BELLEVUE, WA 99024 -21 Tryon_Plan #2367_1997.7 Lateral analysis wor43b $.145320 d MIN PLATE NAILING 5 INC O.C. 7/29/99 PAGE 7 15.5 15.5. 19.5 0 0 152 ay Mo= WaII(DL) Floor,Roof(DL Mr= T =C N REQUIRED 19991.10 25150.09 0.00 0.00 MIN PLATE NAILING 11 INC O.C. 1317.5 1657.5 0 0 2325 585 0 0 18819.58 14576.25 0.00 0.00 75.58 542.25 #DIV /0! #DIV /Ol NA NA #DIV /01 #DIV /01 #N IA 0 0 0 . . 0 #N /A Mo= Wall(DL) Floor,Roof(DL Mr= T =C N REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A 25.5 6 . 13.5 •. 7.5 2.5 296 i Mo= 15104.65 33985.47 18880.81 6293.60 0 WaII(DL) 1020 2295 1275 425 0 Floor,Roof(DL 840 2025 900 300 #DIV /0! Mr= 3720.00 19440.00 5437.50 604.17 MIN PLATE NAILING T =C 1897.44 1077.44 1792.44 2275.78 6 INC O.C. N REQUIRED STHD 14 RJ STHD 14 RJ _ STHD 14 RJ THD 14 RJ 5 32.5 0 0 0 0.00 RIWNI MIN PLATE NAILING 33 INC O.C. Mo= Wall(DL) Floor,Roof(DL Mr= T =C N REQUIRED 14561.67 0.00 0.00 5525 0 0 0 0 0 0 0 59854.17 0.00 0.00 0.00 - 1393.62 #DIV /0! #DIV /O! #DIV /01 NA #DIV /01 #DIV /01 _ #DIV /01 FRONT TO BACK MAIN FLOOR TRIB.LENGT Load 343 Ht. 8.5 x J 2 /3DL REACTION HOLDDOW MAIN FLOOR TRIB.LENGT Load 343 Ht. 8.5 o:= w 2 /3DL ✓ REACTION HOLDDOW MAIN FLOOR TRIB.LENGT Load 343 Ht. 8.5 2 J 2 /3DL ✓ REACTION HOLDDOW MAIN FLOOR TRIB.LENGT Load 343 Ht. 8.5 2 /3DL REACTION HOLDDOW a a a a WALL SEGMENTS b c b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 99024- 21_Tryon_Plan #2367 1997 -7 Lateral analysis wor431340d5320 d d SHEAR V WALL TYPE d d 7/29/99 PAGE 8 SHEARWALL SCHEDULE p.N.r WIN i t i 5€ !flak rxra 011,1 1 ga 111100 11•1✓ TIPS Oita n1 9,1111 1 %ODOM TO T0► R 11.41.110 IA .104111 : ;! i !n WA 'b1101103111 c1 • aral 11 CA. WA G.T G2• PaA P-A P-4 R.4 P1.) yr GAR OR WE OR SW CAE of SCE 1 I r • r • •• • nn .. • I • • ants an n n a • r Ie a ee PPP FP e; e e 9 j ba • 4/ k h $t 9i 9i 6 9t • 3 3 • 399 99 a9 a9 a9 9 h Y i 3 3 13 331 12 a3v,Re3 I A a0.1 ii ! I I Vr ma TVS WOO AG srmSO a nt AI 4044 ..2Y9•ASER &WIGW M. SONG ON ECLAL q .r 410 sifts.* iv. P4 I A! OOS1D1 )UNDATION SHEAR WALLS SYMBOLS & LEGEND 0 FNAST LOAD FRD I ABOVE � t r C Nowt LOAD IFp . MOVE W LOADWO R FONT LOAD TRM/EINf DQIM Er I•Mfr LOAD TANMEt•6 DORM W LOAD•O C NY•iOE POST LOAD 'WYMl1lD OT SACKER LW' "t a NOLD DORM YTa ft= DN4*ATIOI 4" SERMAL STRAP NSA WEE D[MOMATIOI To O! IRED cal FLOOR en= BTU — .CIREORrAL STRAP ERN WEE DEAWNATEN • FC1AAT0 REAR C" "• ATSM NON WOOED M WR OF WEAR GALL TT}E O SWEAR WALL WW. ABOVE — WALL RELOY WE: WARY OTVlIRASE NOTED. p4EEERWf AC CALCAAT10.O APE NOT •ROVDm M nest DRAIWG& _ my To g2.44.4 Ilr�lE1� .401111 I _ � 1 ,�-WM.�« I Ja 1 • 4 SHEAR NOTES VLESB OIIER+nE WED DESIGN CRITERIA ` DESIGN COMA CIIMMLNELI L ALL SE ILLS SNOW Oa TIE ROOK PLANT ARE FOR WALLS OS THAT LEVEL(TT.CALLY NOW BOOT= Arcuourx IS FOE SWEARLIAI LS(PANELS) ONLY. SIAM PORTIONS OF WALLS ARE NOT DESIGNATED AS SIEAR PANELS. NAILS RAT BE SPACED • LW. OL(r.N) PEW TAOLE 33-141 S. &MERE PORT1P0 OF WALLS ARE NOT DESIGNATED AS SEAR PANELS TIaDN SEAR DETAILS DO NOT APPLY_ FOLLOW Pitt UDC. REOWIINE ENT& A. PROVIDE TLC SIDS AT ALL NOLD DOW LOC -LT10M S. ME naurAc DES REm/areas AID DETAU FOR EAD• TYPE NTLDGIL STRAP! AM COILCTOR FOR MOPES NETALLATIOA B - ALL ULTA:CC OEGT•SIS SEARWLIS BOLL OE A sLIED 6O0120ITALLT OE VSRTCALLT 01 STLD• EDGES SALL BE )TAGGE B, AT EERIER O. STIRS SIC BLOCKED PER SOEQLE 11)0 67T WEIDIRAE NILE MO Scan* •STARE OE scam A! 1CT W ACCEPTABLE ALTERATIVE TO NAILS FOR DESIGNATED SEAR WALL PANELS {BLESS PIE-APPROVED BY THE WILDING OFFICIAL ROCP . FLOOR 5NEATWP 1 mom 5€AT1/4 TnW OM IPA RATED SEAT AG OSASL LAY LP W rSSW1II H' GEAR EE}IED1 P1€_S TO ALLOT FOR 55M40& NALSG STALL BE la AT A' Oc AT PANEL LOAN) 60 Cr a AT SOEIIEDATE SI•GRT• PCVDE EDGE CLIPS • N' OL • ALL IMET'ORTE EDGES. ALLOWABLE paPAM•N SEAR.WMr••T.I • 111.0M INEAnacs Y4' COX TG IPA RATED PLYWOOD (4&317 NALED NO CA=D ADNIBAS BALL COMM TO ABA SPECFIGATIOI AFO 0. P1.7ACE TO EDGES AT LOG PANEL EDGES NALSG BALL BE as AT A' TX AT PANEL EDGES AND C a AT ocarEDATE SFpORT5 ALLOWABLE DAPRYT SEWR48•0E2.IT .t 1 US.1T O "ALL OE LAO W FACE GRAN PERNEDCLAR TO %ProwS AND END I MAIN FLOOR SHEAR WALLS Sub US UPPER FLOOR SHEAR WALLS Su LYT4 NEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS U 0 O O 0 en z .CO Q OAC2A.G 1997 UBC S3 DRAWN° IS 0 COMORE() AND IS TIE EXCLUSNE PROPERTY OF THE ARCHITECT FOUNDATION SHEAR WALLS Sole. IAr.rI SYMBOLS & LEGEND o � PT LOAD BART AROVE ti 3f p I- ` r P O W LOAD TROT MOVE NI LOADING S PONT LOAD TRAMMING DOW ■ 4,44' PONT LOAD TRAPEPlAG DON VP LOAON6 - wassot ,Ft$ L:r /r reap pow •MM SEE DEMSMATIPP .i`tI vaar rm. STRAP rTM Ma DE11GL•Tpl r TO BE WED ON 'LOON MlGOS — MOSTOOAL STRAP ATM NTZ DESRNATIOI O SOCATI SEAM COAL ri ATIO• ono • EP= OMER POSIT LOAD TRYIOtD ST [MOWS O[TB7T 0 MAR GALL TTF4 O3 WO WALL •TALL MOVE M WALL tQOI. SI2E7 mans amiss E TOTED. Bic1EEIENG APO o•co4ATC•40 APE NOT Pb/OED N %ESE ORM•p• SHEAR NOTES SA131 anemone vrmEol IrargicaMt I. ALL NL ■a TIE FLOOR PI. AN NE FOR GALLS a SW LEALmTCALLY scat *open J. ANCI DR40E 1$ FOIE SIEAIR.ALLYPANIR5J CPLT. W.EIE PORTIOII OP WALLS AA NOT DESIGNATED M SMEAR PANELS. MALLS TAT BE SPACED • O OLITTN7 PER TABLE 33 - I.On 3 OEM PMOIRIO! O WALLS AIE MOT DESCNATED M YEAR P4(LS TIEM swat DETARs DO NOT AP•PLT. POLLOy TOL IMO. RE07METEMTI 4. PISOVV( TOD STUDS AT ALL MOLD DOW LOCATIO & S. NO rwuractices IEOIEea5 NO ORALS FOR EAOI TTPE laDLM MIR AO CO ECON Nat Pepe MTALLATOA • ALL PLTROO OM OTPS PI SEANSA I S Noll SE APPLIED MOR$AOALLT Q VITTOALLT a MU* EDGES NMALL E STACGINED AT came, saps M0 BLOOD PER SCIED • • 1.00 OCT 001011E MAILS MO SWAM P& • STAPLES OE SO» NE ICT W ACCEWABIE ALTflMATn! TO PAWLS POT DESONATED SWEAR WALL maims UKASE PIE- APPROVED BT TIE EMILDNO OPPC AL. ROOF t MOOR SWEATWP L POOP "'And YIY COO IPA RATED SEATTYG ITMK LAT tr I P tIT N• GEM ISETION PANELS TO ALL= POR D?AMRCSL MALSG SMALL SE SO AT S' cc AT P41O EMS MOT — AT POEPEEDOTE SITCOM PROMO EA'f GIPS • T•• OZ. • ALL O3PPIORED EXES. ALLOMOLE OIIMiM1 SIM.EEiIn.MTpP 1PLC t MINN 3r' Cp31 TO APA RATED PLTOOCO T4•14714A/LED NC li7ED. A0ESIIE SMALL COPC1E1 TO APA YELPGjTIOI MG IR PONCE TO EDGES AT 1.00 PAT(L EDGES PIAESI SMALL E MO AT •• as AT PANEL EDGES NO E Pt AT 11IE3E•eIAIE &pra S ALL(GAEE1 (LE DIAP*API 314AR.z5 E.TT1pl 1 PLTAOO N4ALL E LAD M FADE DEAN PET'ElCIOLAR TO SMPPOOS NO DO I MAIN FLOOR SHEAR WALLS Sur L1'.T.f CAA zr ONE ICE Olt Sf G13 OE SCE ' WOW TIOson (Pj A SO MO SO SCES P-•• FTi P1-4 TY' ".1•4111-1111E 0* SIDE 5 SRDS PATEL ED P-7 ►AL'S( 3a 51.05 .R• OSS TAO SOB P7-4 . ROM SRan. OD snos • plo. PAST MOO PT -3 4 4-4 A 73 IMLtl1AIO. 31316 A ECLAL !"s4 n •F•'RT 7TR SHEARWALL if 3r caaa TOR a• c KR SW 004 DIAL b COtOI 1 • 1 • S r • 3 3 3 • 3 S Z 2 2 s 2 a z T•„a T9 TES TES TIM TIM TES TH Tea TES AESO TES TES b i i - 1 ' 1 1 AE 1 UPPER FLOOR SHEAR SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULA Amy • 1 -- � 1 Leminwa Kappler Architects P.S. 13400 Nathup Way Suite 33 Bellevue, Washington 98005 (425) 6415320 * Fax (425) 641-5318 Tr on Conce • is Dale By Deaap inns " ' W e r 7 NM PLAN # 2367 1I-6 DRAWN° 6 © COPYRIGHTED AND 6 DE E%CluSNE PROPERTY OF THE ARCHITECT 1n r . M\KM \99\99024\9902405 07.29.1999 1637.45 Shoot UL Workslalnrr NalhanS I -.. -.. -..-..-..-..-. .- ..- ..- ..- «- «- ..- ..- «- .. -.. - «J 401•111 1 Ml I Kapp ler Architects, P.S. T Tryon Concepts v Dale B By D Deacrpe 3n v.. - - - P PIRIO NI PLAN # 2367 11■16 =Doe IM ••■••••••■•• 0.■••• Moo MI. IMO .• ••••■••■•• ••••••••1 WM. 0■••■•••• 1■•••■••■••••■•• isse•anao.•■••■••••■••■•• •■■• H z r tri 0 0 M \KM\99 \09024 \9902405 07.29.1909 163733 Sheet: m1 Wakstalon NalhanS tai ITI GI -U LC 3 ' IF] Kappler Architects, PS. 13400 Nalhup Way, Suite 33 Bellowe, Washington 98005 (425) 641-5320 * Fax (425) 641.5318 Tryon Concepts yon Date By Deaaptcn »„ rpm NI PLAN # 2367 TITS DRAWING IS 0 COPYRIGHTED AND IS TIC EXCLUSIVE PHOPEHIY OF PIE AHCHTECT tai ITI GI -U LC 3 ' 0 z y 0 ` v CA 4 M \KAM99 \99024 \9002405 0729.1999 160721 Shoot: Ft. Wcnkslatan NnlhanS II October 17, 2000 Don Tryon 14420 SE 84th Street Newcastle, WA 98059 RE: Letter of Incomplete Application #1 — Revision #1 Development Permit Application Number D99 -0273 The Junction — Lot 18 5622 South 150th Street Dear Mr. Tryon: This letter is to inform you that your revision to your permit application received at the City of Tukwila Permit Center on October 16, 2000, is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Building Division: Bob Benedicto, Senior Plans Examiner, at (206) 431 -3670, if you have any questions regarding the following: 1. Provide detail of proposed rockery to supplement site plan. 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 nail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl File: Permit File No. D99 -0273 City of Tukwila Department of Community Development Steve Lancaster, Director Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Wa, hington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 Project Name: The Junction Lot 18 5618 South 150 Street File #: 1)99 -0273 Date: 11.09.1999 Reviewer: L. Jill Mosqueda, Q /Projects /The Junction /junction lot 18 D99 -0273 PUBLIC WORKS PROJECT REVIEW COMMENTS Please contact Jill Mosqueda at (206) 433 -0179, if you have any questions regarding the following comments. 1. When drafting the site plans, please use larger arrows, different line weights and styles whenever possible to help the reviewer differentiate between a property line, pipe, easements, rights -of -way, and dimensioning. 2. When drafting the site plans, please remove extraneous information. You need show the footprint of the house and other structures, driveway footprint, water supply, sanitary sewer, storm drainage, footprint of the street and cul -de -sac, easements, rights -of -way, existing and proposed topography. Please show dimensions, materials, slopes, clean -outs at pipe bends, etc.. We do not want the survey information. Please limit the topography lines to within 15' of the property lines. Please do not run them through the text and the house and driveway footprints. Please see the red -lined November 8, 1999 C� C: City of Tukwila Don Tryon 14420 SE 84th Street Newcastle, WA 98059 Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D99 -0273 The Junction — Lot #18 5622 South 150th Street Dear Mr. Tryon: John W. Rants, Mayor This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, the Building Division, Fire Department and Planning Division have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D99 -0273 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 August 16, 1999 . Don Tryon 14420 SE 84th Street Newcastle, WA 98059 RE: Letter of Incomplete Application #1 Development Permit Application Number D99 -0273 The Junction — Lot 18 5622 South 150th Street Dear Mr. Tryon: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on August 9, 1999 is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Building Division: 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. Sincerely, 4nt Brenda Holt Permit Coordinator end File: Permit File No. D99 -0279 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax. (206) 431.3665 ACTIVITY: NUMBER: D99 -0273 DATE: 11 -5 -99 PROJECT NAME: THE JUNCTION Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter #' Revision # _ After Permit Is Issued DEPARTMENTS: Building Division Pub /VI W 7C1Lw 11 -t PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 2 Incomplete V'RROUTE,DOC 5/99 n Structural APPROVALS OR CORRECTIONS: (ten days) Approved n Fire Prevention Approved Approved with Conditions {,..r .T, f r•r. . - „�n 1t'f�n 4 .tr n ;.t n. 6N a n Planning Division n Permit Coordinator DUE DATE: 11-9-99 Not Applicable TUES /THURS ROUTING: Please Route Structural Review Required n No further Review Required CORRECTION DETERMINATION: DUE DATE Approved with Conditions Not Approved (attach comments) Comments: REVIEWER'S INITIALS: DATE: DUE DATE 12 -7 -99 REVIEWER'S INITIALS: DATE: Not Approved (attach comments) REVIEWER'S INITIALS: DATE: • ACTIVITY NUMBER: D99 -0273 PROJECT NAME: THE JUNCTION -- LOT 18 SITE ADDRESS: 5622 S 150 ST Original Plan Submittal DEPARTMENTS: Buil2lint; Division Al I D-24OO Complete Comments: Approved Y1Utt11111 I,.. L•/■ PERMIT COORD may PLAN REVIEW /ROUTING SLIP Response to Correction Letter ;' V 111 1 Public VVo . 1 s 0. Structural Permit Coordinator • DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: Incomplete APPROVALS OR ORRECTIONS: (ten clays) V Approved with Conditions REVIE\\'I INITIALS: Fire Prevention )✓.f {f.`i.. ` { ..P• li�' i� y �17,t �' e f Lam 93?f1 ; RNiti4f iht XX Response to Incomplete Letter XX Revision # DATE: 10 -23 -2000 SUITE NO: After Permit Is Issued Planning Division DUE DATE: 10- 24-2000 Not Applicable No further Review Required DATE: DUE DATE 11- 7 1-2000 Not Approved (attach comments) DATE: 4 CORRE(.;IION DETERMINATION: DUL DATE Approved Approved with Conditions Not Approved (attach coi amain) [ REVIEWER'S INITIALS: DATE: - i' '; "�Si • ;.'r7i F.. •. i.�.tt: :aY. �.`ik+. !1..�; r`i:... I t � .,`�fz'rt,�?.y,!`,.v,i^`i + �:: �C .r{?i " ";'' I a. . +: ? .,;",•`�:'%i:' .�1T'„. �9`,�`.,' Y,h .z. �:'; `;^t .. `. F;4i ^etn z,.r. �. �,. . tli c�� ku.. ..... I,v .r s,:., �.r�.�,.CF��•A: Yr:P.;..!�....c�r.,..,t??� -. .�.'..t v:..,.,�.,. .:rrb,':..,��..,Y. ..L.. .ri, .. ^.v'3+ru i.,s,,.1..�rr.'v`.'s.,. ,. ..t,... ..... �C�.�.,. :'�- +.,.... �x: L, .l�ir ..�.. c'a�.�{.:��x�.�':.".r„ .F�`..� ... kM1, PER'V ,2, 'o COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D99 -0273 DATE: 10 -16 -2000 PROJECT NAME: THE JUNCTION - LOT 18 SITE ADDRESS: 5622 S 150 ST SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XX Revision # 1 After Permit Is Issued DEPARTMENTS: Building,Division Tgi Fire Preevention deist tD•( W�„ tDi1 Public Works IN Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Comments: (IAClAL Incomplete Plann Di vision 14 Permit Coordinator DUE DATE: 10-17 -2000 Not Applicable TUES /THURS ROUTING: Please Route n REVIEWER'S INITIALS: Structural Review Required n No further Review Required n DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 11 -14 -2000 Approved I I Approved with Conditions I CORRECTION DETERMINATION: Approved Approved with Conditions n REVIEWER'S INITIALS: WWI( lint .I)(M SPII Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) DATE: Approved n Cbli Approved \PKKOUI E.DOC 5/99 .i .. .... it'. �.�. F. �.�.. 1i , ,>r } � ytr t} N•.n w ,u aw tti"fK:.y},yy....,�t. PCXrY\* Nord PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D99 -0273 DATE: 9 -21 -99 PROJECT NAME: THE JUNCTION - LOT 18 XX Response to Incomplete Letter # 1 Original Plan Submittal Response to Correction Letter # Revision # _ After Permit Is Issued DEPARTMENTS: Builtlln"gDivision 1°-011 PuI' Wrks .9? DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ,1 Incomplete n APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: REVIEWER'S INITIALS: CAt Fir? Prevention P I n ng ivis' n 1� � Structural n Permit Coordinator thv k.ita.ca REVIEWER'S INITIALS: DATE: DUE DATE: 9 -23-99 Not Applicable TUES /THURS ROUTING: Please Route Structural Review Required n No further Review Required Approved with Conditions n Not Approved (attach comments) DUE DATE Approved with Conditions❑ Not Approved (attach comments) Comments: REVIEWER'S INITIALS: DATE: DUE DATE 10-21-99 DATE: .�r;iS''rAisC <'•:r"•" '.fiii,•iP7..._x.,..w i:3n it( No:- ^;e¢:r.5'.v.�c*tY a 41 n ,.., i •: '' • �' v..+ 9 tl' flt`Z"' Hfl': h'"• 5. J#! t': M. Nri,?!• ST' .45t.AS'Y.M`fJ:!tI}yar.^sx+t'.. rr,rc'..:a DEPARTMENTS: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D99 -0273 DATE 8 -9 -99 PROJECT NAME : THE JUNCTION LOT 18 X Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # Revision # After Permit Is Issued Bu'l i Division n C-13 II-- Public Works , rIlerni &r7 - 3-95 Fir I' ention [Ti Structural n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete [Ti Comments: Please Route WRROUTE,DOC 5/99 Incomplete APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions n REVIEWER'S INITIALS: 1,004Np-ear, �4" i-tQos TUES /THURS ROUTING: Planning Division Permit Coordinator DUE DATE: 8 -12 -99 Not Applicable [Ti Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE 9 -9 -99 Not Approved (attach comments) DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions C Not Approved (attach comments) • REVIEWER'S INITIALS: DATE: Revision • No.. Date Received Staff Initials Date Issued . • - `•'Staff Initials I 1 - 23 - UO I I 10 -0-00 1 I Summary of Revision: Show Grp, &d7Oh (}-f er , Summary of Revision: Received By:T ij (-' . Yej ij Revision No. Date Received Staff Initials Staff Initials Date Issued Staff Initials 1 I I I I Summary of Revision: _1 .... Summary of Revision: • Received By: Revision No. • • Date Received Staff Initials Staff Initials Staff Initials Date Issued Staff Initials I I I I _1 .... Summary of Revision: Received By: Revision No. I Date Received Staff Initials I Date Issued Staff Initials I I Summary of Revision: Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials I I Summary of Revision: Received By: • PROJECT NAME:Tke ` IGtIQY1 - L04 I S PERMI" :.,*JO:.. Dq 1-ozi 3 Site Address: 5(o22 ISO Gt - REVISION LOG Original Issue Date: L1 (please print) (please print) (please print) please print please print) C City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: t - Za — C O Plan Check/Permit Number: D99-0273 ® Response to Incomplete Letter # 1 Response to Correction Letter # tgi Revision # I after Permit is Issued CITY OCT 2 3 2000 PERMIT CENTER Project Name: THE JUNCTION — LOT 18 Project Address: 5622 South 150 Street Contact Person: Don Tryon Phone Number: 425 15 5 G S ig Summary of Revision: Shoff,, erase" SecA oN 64 Roc. leery Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: M in Sierra on 10 10/17/00 City of Tukwila Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, eta Date: /l-i‘ -OV Plan Check/Permit Number: 0 ? F G & 73 0 Response to Incomplete Letter # 0 Response to Correction Letter # S Revision # t after Permit is Issued Project Name: - TRE .. (UJG no" Project Address: rr,, -622 5, /5"D ' �" Contact Person: - 22)A) l 44bef.) RECEIVED CITY OF TUKWILA 0C1 1 6 200 PEWIT CCNTEB Phone Number: ,e(Z5 25 a S!P Summary of Revision: 4 cf i?oel�/ iro a /' fQ c ip4k c y a 7 Fm n Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on in tt G 00 06/29/99 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 John W. Rants, Mayor Department of Community Development Steve Lancaster, Director •° 5 F +.. Date: 4 S City of Tukwila Response to Incomplete Letter # El Response to Correction Letter # Revision # after Permit is Issued Project Name: Project Address: Contact Person: ',;t:,-g t :' I' . /v? "' :.sT45vq"- 'S;g,O,.11 ,,gif �rrt ,y} •�• /�' ; .75%c� � %, �yx .t•pca'rn•. .Gu.i,m,w:4:.': .4 :•:r..�: �`• 4. a? �d- r,...+ ka., �aa. �. l�ia�l,i.i�{�Se1,.•x:.f�±i.-0ft. z..,....vs.. rr , .' �.. nT_. a. sn'.. x:. a1: 2; �x,,,,' r.++".+ E::' S�as: Y. aa:•, t�^5'E.•.�s� +2i....C.4ax:::' Dom - turn Er Entered in Sierra on I -C i f "/ 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: Dig- O2fI Summary of Revision: .��1'�( Ski"' b�f �.f1l�.• \S Phone Number: 1 . r t n F E � � o „ so) „mo Geg Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 431.3665 Fire Department Review Control #D99 -0273 (511) Re: The Junction lot 18 - 5622 South 150th Street Dear Sir: 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, City of Tukwila Fire Department The Tukwila Fire Prevention Bureau cc: TFD file ncd August 16, 1999 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax. (206) 575-4439 - . . • . • ' ' . • ;:" • • • ;, •.. Side Elevation m m Rear Elevation iI Side Elevation Tryon Concepts PLAN # 2367 Qe oornaasr a pusu Nm WOW KAMER ASSOCIATES ARCHITECTS Bonus 14'10'x13'0' Mstr. Bdrm. 16'0'x13'0' Bdrm, #3 11'9'x10'1' Upper Floor Plan D99 -0273 DOI Family 12'6"x20'0' 40'-0° 5 m uut mom Garage oaraiorrr DTs SQUARE FOOTAGE MAIN FLOOR 1205 SF UPPER FLOCR 1162 SF TOTAL 2367 SF GARAGE 535 SF DECK / PATIO 220 SF SQUARE FOOTAGE IS MEASURED TO TI-1E OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED ONCE IN CALCULATIONS. OPEN TO BELOW SPACES AND GARAGES ARE NOT INCLUDED I!' CALCULATIONS. T Main Patio 10'0'x10'0' Nook Hall Entry Kitchen Dining 13'6'x12' Living 13'6'x12 Covered Porch Floor Plan DRAWING INDEX M. CODE NOTES A2. FOUNDATION & MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING A5. UPPER FLOOR PLAN A6. UPPER ROOF FRAMING A7. ELEVATIONS & BUILDING SECTIONS El. MAIN ELECTRICAL E2. UPPER ELECTRICAL DL STANDARD DETAILS D/ STANDARD DETAILS SL LATERAL DETAILS S2. LATERAL DETAILS 53. LATERAL WALL SCHEDULE Perri it No. I I_E COPY _ _ rJ emissionc : f p ... r authorize the viol c c fla or marmot. Receipt of c., t:actor's cc; .I c ` cpproved plans aolowatedged. Cy _ , ' 11 G`t 7 —w SEPARATE PERMIT REQUIRED FOTZ: MECHANICAL tJ ELECTRIC AL ��PLUMBING E AS PIP LIiLD;i:_� OIL ?S CITY Of TUKWILA APPROVED NOV 18 1999 RS NO LTL'ILOENU DIViS etTv AUG PER u 9 i999 T CENTER P GaERA L REGIARB1356 L Th ee covri set hue bee prepared n a gerertc.. form foiloaa:, the standard• sat by thin C61iHN°lldn 6trdards MU. fC61/. . to Ue °G.'ahtrerns of the ConlraaorfOorr: Ms title b msKJed to aok Oh a material eel..n kit folbeng to (CSI/ format Not all I. are nor awaits rime d to a pbte thle aped. oeiect Coordms oath Contractor/O. fa caplets Ilat.g of pane-aloes. Wf}a Ms con.. ft alit state 'Coadmb with male.. nWeh sele.on schedule'. 2. Taw change era copyrighted KAPPLER AR 44TECTT, PA retains all rigs, orrarelap and copyright or Ws dmlgr odor tin rederal onorsiglt act Repro... of IlWtatlon Italthg drawing. in ay form is by aWrtrat.n of to KAPPIS2 ARCHITECTS, P.S. any 3. Alt oked reprod aloe east bear the new or KAMER ARCHITECTS, PS. 4. CmtrualoMlale g tram.* by tea very robs re d.gaesetc and do ant pupal to st. en delaib or 66d'nbn or con ruawe. chest. gamely arse to is rcbtecwre anent ad to conned. tednlul detailing meths thine damage. As elarifleatbn, Int...men.1 revision are all part of the eonatrudlon process. KAPPLER ARCHITECTS, PS. therefore shall not be liable for ay dteee, hared, a eamegrtal damages as a result of rot parucaxti g In iM contactor process. 5 Do rot vary or scary to work a net axmpt with rata InWCton haw KAPPLER ARCHITECTS. Repot die.panclee, and w.sbn to KAPPLER A CAUTEM P3. Imdlatey. 6. Due to tab inure of coelbtlw ad Ins W process tiar s a wit W bad design ad CmtactolO err set.. M to bWkMW pr has. Gosport, ad seeable set of waking dawbgs Is oats..d a tends a.' ad dome not I.. spdrlutae or bolding marble 1. Therefore It . to Cutac.r/Hrs reap esbmty to provide ad °°slob specification, bonding product aele.on and atelbtbe or risibly KAPPLER ARCHITECTS, PA asst. ro 1.1rty a reepmnbnty for .oaparaes or co al . Wdt °cur through careda/wr epa-Jfed mtrbN ad their reepxtive hatgatbn KAPPLEIYA.411ECT5, PS. seesaws ro 1.10.9 or regznbtty for ay ken dude eay bm ailed as or referred to. nandadrer as brats ma tam called aA are don so for 1. Do not sub these d for critical dbarkme. verily all dbrncn and loss's before coma., work a.. rasp.. to tare► acaraoy and report dbaapandee case. to to ardwea e.edwtey r, he Contractor/Os. it repoo side f hating oak enh that of a tree. to areas proper ad adequate arfa e of all t mob. Tha corrector Sell be reparable for MI required eater precaution and pro.. required to do Ws eat s Except as ...Maly defbd of arm . taa'prestIce t at ddefWUOm, abbravlat.n, and app.stal Mf atioro awnL accepted Wenn. eta.rds. 10. All mak with. Os eaarad alien repee2e that of Iedwtry ...fort. respective trades b Un bunion in which the poled la b K 0100* nl°•....E' LLAEQL9 AtmaLT REOUIC. cam L Ronde crawl spec accent, mihY.a 5' x 24' Mbbamcled access per U13C.23M3. Mdate ad mmter-stp pr orgy r.cptr23M. Albs W mini. space wrier mood Joist and Q' EN.e apace Mhder mod girders. Provide attic scone Meal 22• x 30 math 30' sari headroom at udsweted madly a66..bb oaths p 1 matte and weather-alp pr orgy regNrensn 3. Provlda venation per USG a fotwe: 4) Cra.1 space vealatiwt seen M area .11 be not We Inn I cr. per 60 ef. under floor area. O pangs doll be peal as ...to the 66mss as prad.1 a. Nell provide rose varlet. at east tax approximately apposite saes per se.. 23113. B) Attic vereintiont nner. rat area .11 be not be than Ier. per 60 elf. or stela area 61 1st. per MO ef of attic arm If Va is In the soffit and IR b a bast 3' above the plan IM par UBC. wiles 5053 ad orgy requirements. an dada, make, driveways, ad patios away from bWk&tg. Minnie V4 per foot 5. GarageMOme occupancy separation: 4/ Ocapatyj separation from garage to Hume dell W of fire mauve contualce and be . to garage skit ad extend hoe red-011 to roof s shag. 'Ire .ling Joel., ml., put and teas epportag aaudtrs above dull be covered with 5/8' type Sc GIB Set a living area as above the garage Ha 2 layers of in' ups k' C•53 at therm and TJI's per U.B.C. 3014 and table l-B. 01 Dora bs.een geegs ad Hers doll Los tlgm fitting, oaf- dosing solid mod door 1 3/0' thick pr U.B.C. stn. 3024(31 6. 5.i marbly: A) Heedow V -8' era. el. 3' -0' mints per UBC. seal= 1006.6. A) At prelate elan tread 9' mna., her 8' .bxen All other star tread n' neNYl, ilea ro T mzr'UDG 1006 :. G Top n W ha m p or e lea 34' I T ad 1 • th a I! above t. err each and not lees tarn 1 t2' a more den 3 I" nom Un mlf d'ath awn at vein and pr UBG sectaw 10069. D) inlll fire lob dung at top and bottom of stringer span and mall sag anger per MC. settee 10921 E) Co. matte spa. under stair ath 5/8' type k' bli6. 1. Leudw gates * Dubmalter 8haf.. - provide 5/B• type k' CrltE or 26 gage eHeeleelei lodk loos of all openings to than errata than be ear case, sold tae door 11/8'. B. Freaoppig - as per U235135. 3 Amuck.' design altar.: Thee rotas as provided for c.ve aloe only ad do woe .ply Wt cotpiete etrucwral analysis het been dove on this abucas. A) Tao Load.. Load Top chord live bad: 25 pal Top dad dad load 12 pr 1W pal, If tlbl Bgttom dnrd Iles toad: 5 pal TOTAL LOAD 42 pal E) Roof live bad: 25 pea Cl Floor Ilva land: 40 psi D) 8lr ad 66rraor Iles bad: pal E) nec.ecal wine: tea .e provided by ...air F) and 80 mph exposes 8', Ru•e aewmed • G) Eartmp.Fe: Zoe 3 H) Altcmb. roll present ties a sons repot by a qualified aglow . pr.dd. all roota.s ea farsdettone skin be on awned 2,000 psi bears, capacity J) Egulvale1 fluid pressure 35 p.L 10. Preabricatd Map.. and Hdld RuN Moths Appl.oes: Al 9ola Nil bong anellbrr Incbcie airtight stoves, frsp.ce stoves, room hatraRreple. stoves, faoloy teak fireplaces, and freplace seas, an Sall campy with tM pro.'.. or 6eclbn 304) -304k. UMC. B) Metal qu•^°eys sell be eneoead above t. stay In which to appliance served Is located, In malls Fvig one Mtn fire resist.. rating, and with a space on all sides badmen deny ad erobean set. wand.. era kta. end reps' fa ante dray. ilia S.II W manna openings per UHL, 8141 -814A. C) Provide treirtt at daisy per Ma scow 10821 D.' volt sell Ttrapea. el h heath and err.. pa mmfaotuaa E/ Frerabratd fraplaw:, ehltr'•YR; ad ratat.d c erzeeds to War UL sptncal. e. or ICAO seal of approval ad W caned par n&sdadurare requ(rarsns. • Fl Ter Math d.11 emend ere least 16'. fr.L of rd O' • to each sae of the fireplace opening dal to opening Is smaller than 6 kr If the opmen ie 6 et,, or lager, lm Math atoll ezted 30e.n hat and Q' to each side per Ult. 3101.1. 0101:01 IAmrragh A&TeaBLY fE4lliaMMB (o61tJ . IL w Plr.preuA3 nM.O. stmt be .a geed eM oorar toted a eteply math nhwr etbn 3102 B) quart,{ tsmarlbm0 dray ant ex Ca n masse of sand above any poet of the bolding with i0'i sint-0' of Meaty, Sl a QeNi to haw's rmdcrced sed-caeent mortar cap, eloped eater. to aeer, a Msary, •tn a °ou o % e ells salad cart ppearggrg to st.d o. Paging to W 2 3/4' tilde glare Msms, s. a romans cap b uxL fJUnry N b W r2doud eH}I 92/ K boa a bad beam as eloart R'ovlde Vl' *bah amen spark erector M fed terelmtl. to. W cry D) Rang flesh ad muaarflaeh with .26 :. 26 ga. galv.ed *test metal type, or wave. E7 kohorage - Ancaagy *hall W povWd at alyullares and floor* may tam 6'-0' above grade, erupt, ass corm .rely ate tha exterior malls of the WWI. anchorage to W C1/ Mb x 1' steel sumo .a at War Q' Into Or dine, ath an 50 doge bad with a 6' art.. aro. the vrtrdl reMOrcg ban on the ouefeca of to dnrey, each step Is to be sacrad to to •actual Meng of to lowkeg with eV Via' boa per strap. Wore pi. d• parallel to to dr3,*baps an to be.ored to 2x4 a'oaatbe canectng at least 4 Jo. and seared uth C2116d mule ea Joist tgae. 5 Leash yin: Rwfde r cberscw befee meaty fireplace or te d say ard c.a.!. et m framing s exterior mall Oa' sanest fish le 9.1 Provide 2' quasars batsman marry Myae or oh., hem ...able hating den annoy wi the bulhdr*truck. g Cabe.. material shill be nb 6' der h°n fMplau open, No such mtrb) wnhth Q' d tab °peng shat poet. ears thin n8' ter each r or derarce from to opening. Provide ghat mood fMatoppav at all separation beteaen nap.. a. woodhamng. gall Hadar to W eh 21 above InepAsw opening for fireplace bun fiat red to sell, hovers Hader Might 6' for every 4' M marry proJtl. into to roan. .4. 6.w - Sx cabs b be coat .. of W�Pradc., with nrhle3 tldwss fol.: hack mil -6; si smalls -B', fr. mat - 8'.. H) Deeper - Dope to be tight fitting, operable seta a ready access. renal or an approved automat. carol Darer. Nly oprt. shell have free area end' to or greats than tab recpNed minion flue sloe. I) Morantbb Intel tgo. J) Hear. and E tanlon _ Neer. to be bric ston eonaeea a other approved non- e°sbustbb eitrbb, or re- idorosd to carry to an sign ad all laced loads lferihwnt ere. bsyad Mpea. a folcae: ope n 0 sq, ft b 5.99 ecp MI6 n hoe 8' each Sde Cpeksg 6 sq R a largr,l0' n frw r1m. each aids Cana, hearth and extaebn to loo reinforced nth, ban • 6' oc. each may Pre- cue .tab or pre -cast comets F h and extend°. to Los supported by 3k3k3A6• &gel • 14' oo.. Provide andaage to Boor hanbg a noted above gads Hearth to be .1.Ingerk.le from adyun flooring material. w Frelwx U o duct dt ion- a daps, a °auto sane r Amboy I t afr,bso. n man. int area, nth operable b weP•r, cutlet to W boated side the Amboy n to fr. portion nl foudatbn L Foudatan eel. art V hick • 2. Footng to be. Q' Oak and ext. 6' bajmni Meplace re-MOrced lath N bas at 6' oa each may anti baaeng on fan odNUababb soil 3. *Me footing bare to usual dry re- efacesrt per amplere A and 31, _01060 Rr- a ATOM' RF- J) 34f6 L 93 cor.tN6lcn shall caf. to the 891 U.fae ealldig Code NBC) and be . accordance. at Beate Lae ad Regulation ed varies codas tar 33 d by • Julsd)d.mf recites.. ad U3 ! awhaftes. '2. Armee #$.33 neh 3 are mrcttoy die to,prld.uonl requites a. _.. I. .•at•., 1r -- .1.• AM.,. • Provide Facilities • Irnudrg aectbaty, water: to., per 2. Provide Cc..pore, Controls - boid39 er.lw esdYan and sufacs ever control and artrapaer3 axing dam3ucUw per Juled.tea8l requirements. END DIVS. 1 ay..2 SITE WORK Pen 3- Execution L Rough gating 4' babe h. grading oleo ot.n.e spedrted 2. Fle gaoling Lad+capfng division 050 3. Excavation, badflling, and capachrg for structures a 'nldd.. 4. E* avaliaU beduillig, ad compacting for penned as needed. 5. Hawing and deposal of excavated nate,. as tided hpportg of a.tsba as led 1. Rode removal a needed 02500 PAV War AD 6) ACMG Pan 2 - Product e Wok road, and perng per A Aephak de. B, 2•, de over 3 ousted rock a 2' ATB. B. Cruel. rock 5r8•..e. G Concrete per DNS.. L Rah and Pala: Coordinate math material. fads select. edbdte 2. tut Pavers: L Coordnate with 3t 1 . FWSh sebWw ached le. 3. Paver 3 mrkrg: L Coordinate with mterlab Mich eenectia) schedule. 422.12262AEILINaEAREQRAIVACIE Part 2 -Prod. L SbdaMge eye.: A Four.. drainage 4' ADS perforated pipe non -r.a 2. them sewage systesm: A Exterior ...an gates, ad hones: L Cooed.. with sneer.. Me, see.. a ied. B. Culverts ' Coordmte with stela. rash select. sdedue. G Den pipe 4• ADS non-perforated tight I. 3. .tray see,* sys ores: A Sews collection I. 8' PvC reds cast iron . noted A Septic eystet Pas :tangs of bidder d3 . Part 3- Exert. L Sbdaibg. system A Hope to dam and arr.. In well Oaring g a.tr.l per .tale. 92300 SITE MPROYEME 1T6 Pan 2 - Prodct L Irrigation m t. Bidder design L Coo.nate with eater.. Msh eta.. atedule 1. Frees gets.: L Caordate ath mlrlab hash eaectbn ecladJle Pan Bdder Des.Jt END DIVISION 1 Dlv.iw 3 CONCRETE 0a amp Pan 3 -. Execution L Foneak and bracing fa etuottrtl cast-in place coorete .11 W by...dor and neat thsregarartls of to change aM ndsty...rd.. 1. All fommak Sall W placed F such a earrn. as to alloy cast-in pace Concrete to be placed on solid sdmtete and to albs soctral app. ore.. to alt.om W host I.. • Pan 2 : Product L R rfcr.g steel: Dread bar ernes and location per plan aid detain. Grads 40, P9' • 4ek 2 Ulakfed Ne Ma. at but. par pan end deter.: 6a, W'kt:4101E- Part 3 - EMatlan -L A Mme Lep for ail ban shat W I' -6• or 30 dia.., ...sr le brew. Provide caner bare to matchtnrtz61mi reW3romaR Mane coverage pr details end UDC chapter 13 Pant -Roden L Ardcr beta: U7' x i0 rasa oaten. noted om daui ge 2. Eppaaloa ed ..,action Jut: VC aaphak mpregwbd fen as located per drawings ad detain Pat 3 + bzm;won L Ardor bolt at 6' -0• as OC,Q' from Comer ed Joints max ea s..mhl: tort pr piece of moat .. 03300 CAST IN Cc4EETE . Pain - Prods* f . L 3ut Yral corer. 5 wick make Fe • 2500 psi at 28 - days. 2. aditeatral 333 (a for.expoeed aggregate flesh (m.. 5 and en. Fe • 2500 pa a 20 days, with WV rood aggregate 3. AdmIxW.: A. All concrete shag have mar reducing adeax...rapt fa Footings: B. Ar stenaaesn Sall be 5 -0ar, In all mrpete *posed to Maus. d Gorton. aged: L Coordinate with eat.. Meth Wed.. schedule Pen3 -Face. DI..4 Pan 2 = Product L Type 5 natar with Integral mterprofbg aged Pan3 Executior ) Pan T - Product L Adore and Tea 1' wide 22 garage corrugated stmt strip, eon - corrosive 2. lent renfatsrn: e.eL eddy tape 9 gage one I -I/2' .ss Urn wall Wdwes. Pet 3 • .oelon L Per UDC Chapter 21 042E6 W T FitgRi21' Part 2 - Product L OrIrk rosary: A Exterior bca.. meenifg: L Comae. uth eatable fir. seriatim ededub. B. trhLarla. butler: rrWnfg: L Coadmate ullh mats.. Mich se.. ed.. a Pavan/plerers: name,Mg: L CaedNte rah la ..Mich erect. schedule. 2. Coma. eday tel.: gads N -I UTJ, Hese ot3 bdlcated as per drawings. ep.ial unit L Coo... oath mbr.b Helen ... schedule. 3. G.• emary u*ta: (Mace bloc, A .rbr location. mina der: L Coordinate unh easlab paten se..soly J.. anerbr bestow: rew/nfg: L Coordinate with eaten. Mlah selea.n ado.. Part 3 E rma lal L Brick a. Veneer: A Beek veneer tint! be swop.. on roan , fardat.re 61 otter non -cab tole sppona. It Sall have IV Fmk backing ad ties at I per eadh 2 a. of vast. Provide 1• neesei air space barest veneer, and backing, arel approved Caek3g 33 base of vases, and 3/8' roved nompIholes at 32' oe at thf bas of vaner atedhg free the air apace to the enter.. veneer shall support no bad ehr tea It am weight ed to verbal dead bad or veer above B. Per UBC gnplr lL 2. Couete moony win (ClIA A Counts sudsy Wt mile dull W ewrweted to conform to A691 C90. le dell W lain to, renforud, and adrored as . dames. 04.480 Part 1 - Procbd L As *Man on dambgs. A Exterior boat.* warm L Coordinate ulth eatr.le flesh eel.. schedule. B. nla bu toro: merr L CoerdMte ail material! MIIh wbabn edhadule Pale 3 Ho.. L Stone varer: A fee Brick Verse. @U DIV.. 4 DM54N 5 rETAL6 O tag I ETAL FA31l3NINCB Pant - Rods L Bolts U. slam and Sbpss per dug., or as needed for ...led pupa. 05580 FETAL FAeRCAML Part 2 - Prook. L Hadail. rd gar.. Provide b slue ad location as than per dug. END DIVISION 5 VNm WOOD A O MASTICS 0650 ROUGH CARPENTRY Part 2 - Product L Freer, Lmber: Fre., lobar e.11 be narked . aadamece math tae WCLB. standard grading nos for wet coast aeon ro. 5, label. edtion All Kin died Sam es, A Jaat and tartars: f2n6 ed agar/ kka rlr 4 or brut: B. 'Beam and singers: as end large, Dot. -Fir R or attar. G Pet ad timbers, D°ugfr 4 - D. aide, plates, and nsa light Ha, Han -M/Dwg warlord E TJI's and Madam, Per sachem. F. Gba.mated tubs, .. L Se .e epee 24F V5 DF143UN 2. C.o. a cantilever: 24P VB MCP G. All other tuba: Hen- Fr ..Bt.. or baiter. H Pynod/.e red strand board fC6D) APA gelded I. Wean sheath, see TYPICAL W RDDG MATERIALS' list on the J. Floor *loathing ea TYPICAL WILDING MATERJALB LISPon the dag. . K. Other: As road at ...as. 2. Part. Board A, gad. a Udrayart L Floors: 5/8' NOW 2. °heat vial: V4' NON) se division 3. Cab.t .arouse 3/4' fUON1 3. Me. PIreaMcated aaneclr plate mood roof twos. a.n W desk - pad and stamped by the marl... a amordarce man Om 'data spedf.atbn for meal pate contacted xdd truces'. Design damages ad drab to be avallebb epos request B S. Roof E., Naas'. craage G Roof daelgt 1°9aA bed., and bracing seal. by neura weer. Flelda oration of bins wet be destged by merdadrer. 4. Pastors ad a... AA naffs shag be cool ere Of sores fa sanded purpose tfabr..t teltsh hsredms std bases bae UMh Season V' hagsob a * ss mama oral 3U to ea i3 bladed pupo*e eipson Mdere at obmr locations as sailed per Oaths . Burt h. . nma, ad as mashers pr DMSiw 5. 5 Poet to mar rooms. corned n IR.., proems treated post and positive coned.n to footing pa MG Part 3 - Execution L The folioed. M apply Mb.* Shoat. damage. AN s .. a *sod framing datebll the W con.. to .d. stark.. b the t� An framing *hoe coMam to the req.. F Chapter 23 of to UBC. tars mgwg S.A twins° to table 23- II -13-1 of the IBC. Nagle red epeeig of reds d.i! madam b table 23-1V-I3 of the LOC. 85200 PoaISIL CASelal) Pen 2 - Product L Cabin . A. Coordinate math eatenab Posh wleaton sdedde 2. mlbakard Cases • A Coordinate math sate ale Mrh .electbe sdedat 3. Prdnd: - A Conn. alth eate.N able. )-eladlcn •tdedle 4. 9lr std handrail by A Coordinate with eats.. rash.d ediatsdadnis B. See oval. 05026 mac aeww'pry ra'rvimsas- 5. Cooaasee ad Wk -b Shwas A Coammt. nth ma.tae ne h aeltw schedule. 6. Piastre taloa ad solid ear. mtetak A Coaches rahmaa . Men salchow echo. EtU DM5I04 6 Dvfa.n 1 5ERN. AND MOIBTME FR7fEM. 0760.126C 5. Pant - Rodrl ' L Spayed°n aepl.h aelsaon: Pat 3 - ExeaaHOh L'One (I/ war pe• IBG 140244par. BR Pan 2 - Rodtct L Goad raver: 6 nn poyat files black 2. Bulling rap ere the TTPKAL BUEDNG tL4T63AL9' I.' on Ub drammg3 Part 3 - Exawt.m L Sea DfIT, energy ragsssm. gSkAFKN Pan t - PrNbt FBMgWs or mastmood ban, btu lateral wooled extruded poystJats ebils L 9m. 1 MU. MATERIALS' let. to digs" B. Calks L'6ma the TIP,. ME . MATERIALS' Vet an ..age. G Floor: L Sea the TTPICAL BUBDe a MAT®BALB' Ust w the dye. D. Far.. Patrons R -10. 2. Mr.trg roan A Standard sealant foam P.3 - Exeeatan L fir divsw M: a, & ragas. ea 01 300RKRWY MA797lAL Pat 1 - Product l 9hwrges ad roof. tiles: A Beefs TYPICAL EU'deg+L- radEnALS at at the draage Z. Mew . roofing A 3-py hot sopped Pen 3. - Axe.. L stall per maefacetreri rer„o.n datlw and amp.' 6 of db IBC. 01460 SD 6...M IgaL Part - Pradpd L Senor: A 6e to TTP7GSL 5501 KATMALb' 1 w c eTS �a_.c 7 Trio: A Sens to TYPICAL. MILDLt' 4.51135.3. at oaths orange 3. Safes: A 9e tab TYPICAL BU3 U MAT EMALS I3t w to dosses. 4. Other: A s the TYPICAL BUM. 's MATERIALS' Ik w to daatns. Pat 3 - Fxcau'.u. l mill per .dadMer'n rerornedet.rtad Ch ter 6 or the MC. 07680 RA° . r`hU bfgf FET Pan 2 - Product L Gauge vivamd, prefFUMbd Pat 3 - Execution L mill per Chapter 14 rd 5 of the LEG 0nde l32Zikr M.IALTE9 Pat 2 - Product L Vet: A Rage van: mnfactred by: Coorrcaate with materials M. ode t. xhsdue B. ruSTOom van: earulatred. by L Coordinate with maerlab Mta...lac echo... 2. Cutters: A Cot.. aka p.m. L Style K profile 2. Cola: Kush roads 3. DAFrpars: A 53 rectangular aaans pr coated L Cola: Maeoh fries 4 tab Tka to I drain es.. Pant - Prods. L MamFe.. A Coordinate nth eater.4 rash weal. schedule. e:125M EGLEM;r6 A= GAb rw. Pan 2 - Rod. L Caking A Stye. blsedee caking fSBR) L Cola: Match aiding END DMSICN 1 DIVbG DOORS AND W1NDCWS .. 4.700 WOOD DeOR3 (Law Laved, Mob Level, Upper Le' Part 2 -Prod . L Paid en. doors: A C... mnh eater.. MNh eaeetw ec e.. - . 2; Fh.h good doors: A Co... nth mats.. Rah Weldon ..due 3. Seib and re6fs. dock A Coadrots.atrbls fn.h selecuoe wrodule. 4. Patio door: A 'Coordinate ath arterials Imash select. schedule. 5. Other: A Coordinate nth Arterials fain selection schedule. 015300 SPEGALtt DOOM Part 2 -Po.. L. Slang glass door: A Coordinate al eaten. rash wltbn wdsdwe, 2: Garage do. nakertyW nee dr.. 8450/ A Coordinate...Ian Fin. salon s.edule. Pan 2 - Product L A Eery slagalg rou..vs at bast ale °parable mldoa alrh a rat clear op.. of 5.1 ed. Me op., height sell be 24' Maw aid. of 10' dense. a nand sill Hight rot more tlut 44• above 8n Mon, per U155 extra 3I0. fe Safety g.s per MC Chapter 24. C. See for s oia age ad °paran 2 era _ _ A. Co. L Coordinate sith eater ells fish selection ededale. B. Stare: L Coordinate with steal. fish sabot. schedule Pan 1 - ,Pro.ote, L Tepe�c A Co61 dhete malt MIrLaN fern wle 1. Wea9ar BUppi g: A Colts rah eeterbb rash sea.. ec eJ l . 3. TH. A Coordinate nth Mterla. M.h aeltlw adedule 08e00Ci4zk33 Pan 2 - Prodcts L Gtr thecae. to Los drms by elm ad wad bedMg per IBC Table Chapter 24. 2. Sebeyglau per t a Chip. 24. . . 3. ram ed W alverad I/4 float plate glass. END DM6ION8 09230 -FF3t UTALLBOARD Part 2 - Product L Una: °„w the FILE .G MATERIALS.. on fie oneags. A Fnsek L Coordinate wnh ...tor/Other whole edact.s. 2 Ceiling Sae to TYPICAL BUILDS. MATERIALS' list cm the draeigs. A Faueh L Coordinate math materiab ianeh sebctiw screw. 3. Code required are., - A Type's: GIIB as requred - L See chyle= 01002 mt. rasa oy requirements. E. Waterproof GU ES a req.I at ea a clap .rotten per118Lax1512 4. Wzdeboard or dro.: at all to baton N014,1 5. Mee'rarr bead profile L Coordinate with natal. 1nih salad. edhadla Part 3 - Ext.. 1. Appy a recurred n UEL. CMpter 75 and Table 2M ad 2514 fall ce saes n peace, per I25252.11LE Pan 2 - Prodct L Casale• a peS ad marble tiles CoordMw e h eatar.le Meth rd.. andule Part 3 - ficawLl. L Refer to reardactl+ar's r.on edatione. Part 2 -Pro.. L Tye A Coc.nate mlth raarlab fln.h.election.sdt3. 03630 FESILIB4T FLOORhb'S Pan 2 - Modc3 L Type A e.t.a. mrh seta.le fnNh .eItlon eandule Part 2 - Prod. L Car. and Pad: A Coordinate with .1.. rash se.. ectedule. 09900 PAS Pan 2 - Moo. L Fainting over auto. per Mnract:r'c recaeedatiaa A Geom... h materials fn.h weal. aehadub. Part 2 -Products L Taps A Coordinate with C342434 materiel eoletbr•. ETU DIVdICel 9. SFE-CIA,TE6 10280 LcfvE23 Av yENTS Part 2- Prod. L Hardens Cloth scree: 1/4' x V4' w fait vary as .a.. 2. 0344 a9 2' pf3334 348) 3432 vat 33 dlelAlld. 3. Roof veld le. Di.. 01100) 4. Other vet ere notwi per p.n. 1000 PREMBRICAWr1 FtSF1 PCPS Pant - Products L Location4h el/A.ereorbs: Coordnite with stable M. select. ahe.le. Pan 3 - Execution L Sea dlv.i. 00028 fa wise as.esby req Tres. for nerplao.. 2. See diYNbn n energy requrart. Pan 2 - Products L euad.g numbers A Coordinate with materials Mleh se.. sae. . Pan 3 - Exezd L mill .locates per JrNdlotOel require... 4 TON B. A 42 6ATH Lr'M.E.1 Part T . Products L To. ad bath aee.eer.s: A Coadmte with eater.b finish selection sae. . 55 E/2d .slat C E ET SEECA_TIES Pan 1 Products L Storage CUst: A Coordinate with material. b. sel.hon ededta Cb as Closets: A Mord.. oath mated. faun wlxtlon 3. Panay @U DMBICN 10 Dlvls. II EQUIPMENT IOW MAKTEHANCE EalIPrENT Part 2 - Prod L Vacua cleating system: A Coordmte with materials Mleh select. sdedub IH30 RE SIDEIifIAl ED11PI'ENT Part 1 - Product Garage door opene(s1 CoordMb nahh materials in. settles wisest. 2 .wing board cabin (a dame A Coordinate a. materials Mleh eabct. ededue 3. Fre ..., appllarces Coordhate with enable nn. eel.. sdadule Eft DIVISION II DM21.Q FUR41514856 Q509 gRIDCW TfEAT'EF Part 2- Protect L UArd°w erauenl: A Coadmte wth mtarials finch wbet. ec.dple END DIVBIC N Dlvie. B SPECIAL CON3119IGTIal Parts 2 .. L ladder design 356 HOT TUB Part 1 - Product. L By: A CoadMte atht mats. Mich select. aired. ETD DIVISION B CONVEYING HYS1E116 Part L Outman. A narufacured al Haber: L Coordinate with detest Mbh eei.curn edsdule t @A DIVISION 14 DlVbbn MECHANICAL Pan I Gem. L Much.. system to be bidddr design 1. Regulatory reg irenrts: A Refer to Derthon 1 Galral Rmqumemern. - 3. wractor work on plu long and HVAC diagram La at . A. Coordinate al. other trades. Pad 2 - Prod. t Pipes and Rtnnge Ablate 2 son: 438 pbstb of Saes neq'd for the nand. plposi t Pr2Nde• cast run rah copra. neoprene Jain per location show on the drawings. 2. Provo. cleasorte, at beds. B. Vat: ABS C. Gas: Per code, verify Location of apron. d. D. grata Lint L Be. Gads I V4' type K ml and sold r Ty 2. Above Grade L mrsoft solar 1 e A Not eater (D.. In teed. - L Co°rdabb ant oak. note. eel... a How bib, host proof ups Msefleld Wt . _. G Man stun -off valve n garage D. Maeing Flxiees L CoadMte mh amen mini wledfat 3. vi (bidder desicgra A Provide eon..at it man IMF garage by man cut-off tap3F32 Out-err and 43F valor Pen 3- Emsot.n L The installer to design the system to el optima lr.d abrel rem i maw. and face. in a saner C. .NibM with rhduty staadrds. fa. to general rend memo. 6600 INAC L Faced Ar. A Rrrbce syaari L CoerdMte math MterNb frith 24bWom ededula - B. Duct meek. aulaU. L Goadmta eft rbterlals flesh ssbct. ado. C. Air abler: L Come. renh salable Mich eeba. dreule D. G61nro.: L C°ordMte aunt .eras f.bFh select. oo edrb. E Rep.. ail 343323ble apply Coor..alpeater.. flesh se..act dole 1. Far a. division n energy rehcpra.e. 3. Vans: L Caadmte renh materials fni h eelectuw sdhedle. Pan 3 - Meaa.n L T r e 24 24 = 3 , 24 3 4 to celesta to sistas b approp.s JulW.t.ml rogpremras a pennon in a ease consist. edth Industry Rater to general requnaaentn. ETU D1\414416 Di.. b ELECtRCAL Pan I - Gxrel L. E.drical saunas to be bddr ds..d. 1. Reg., requlnmrta: refer to Dlvbl. I - Geo. Receinaat. 3. Corrado to provide eledri.l diagram , Wyo.: design crass: face Selling plan Ir provided. A Mord.. wits otsr trades. Part 2 -Prodxn L are and Boxes. A Volt: Q 6A a/ Wire l C • Dap Location B. Low nonage staudad type 2. Pain. Grata breaker box full Labored A Capaeny: Bldda D.Ig i B. Crony: Skids Deng, 3. Goudrg: A Povi. ft 2 Vin' adnduls 00 PVC coda air nose aae mall for e. trIcal souls and CD 58' dram. z 8'0' lot, galvanized rod fa elecrltal ggetdrn. 4, eke Detectors: A. Pros and mill per UDC. store 3109 5. Fie ram: A Provide ad small per UBG chapter 31010 and as neon, by governing are mn.11. Part 3 -Ex 24 L To rata.. design the eye. to appropriate JWedldlaml rename sad 8antioe at a Meer swelter ueth to ndety standard, Refer to genial requee . and MC. 16200 CallellIf3Tlati Pan 2 - Frock. L Mauston alarm ad reality delectbn 690.0r: Coadnate ath matertab Mbh 24bct. ec idle. 2. P3623 system: A C... with materials fn. selection scHdule 3. aeroannif . system A Coordinate with natrlab faith se.d.n schedule 4. eta. eaten A Coach. with mrlale finish select°n ededule END DIV.. 5 Dlv.lw Il . EHEIR Y REQUIREMENTS valor wiW Pan - Prodb. L 3xtu'em L Coadl a. ath maters. FMleh alectice aae/Aw 1. Contra: A faltdee:l Coordinate ath na.ale M.h eebctlw edhedts. 3. Demers: L CdadMte ath nate. Mbh eelxuw adedpb. 4. Boxes: L Ceadi.te math mtr.b fish ea.. whs.. Other: L Coordinate aM eater. finish eelea.n schedule Pan 3 - Exeatian L lib mailer des. 3 2 r.d system to appropriate J..al rapr d M n eo erta s and a mw Wilbletea anh the itdrsty eta ... Refer to genial racu.aex.. iggs1432CN STATE Y f-0DF- General Notes: L Ebdt. mar Haas) shall have per (95043). 24paatepow a gas ehutorr. bfe R10 pad (Masted ape. ony) 1. label an irk 3. T3 2426333 r.1.17.7) ' b) Q0 43 F 4. Bbwe. and .9 3361 3332 td (I Cas tan a ' 3 25 9 ah (5 584 e)) A Ceiling nmu663: L Baines to Moan F air .pace above moat. 2. Baffles to coed 6' above hart nedetlu 3. Bafla 3 a F3 Q' above I,p oea fill kaHlon B. Je ll .wlatlw: L tau s led b ' z. rTlal.lrir.°dbet 5. Pol9y cry oa path one tled poet War coy 1 p ratan al l max 1. Concealed nwLatbn atoll lea paced, A i3aunol sFarerMb B 3934 p133Utbn 3693/66233 8. Flea M1latbn - eery ap raid vapor barer oa17e e.rw olds - It tAtt. a 61 2334 9 " L Atb d aarh epa. access peat to W ...Lard watr•aappad. 3 to assail Roomed ageing l Walled (8504.4.4) 10. assail iwhlatlw t lled ed awl.. awl.. the r•cP'lam mall R -values as shown In tabl. Lola 67 -IL Vapor rehardera Sell be instal. pa 150116) Q. Ba (6) wit back pot... 3332 3 gaud cover, Sall be Lapped Q' at pant and 33434. th A 93 the oral space to fw on dat mall , A AI aarlor doors 3 p1 10 p doo ato late m) ll. wsatmr supped pa (550144) B. 5rvirrm hot and oohd mar aping In tin.. o:. spaces.. be Mutated to R -3 ' (63035) B. Bedard 3r brags 15501.4.91 hulking l comp. shin mailed a tM tolloa 9 location: L Batmen sob ...floor a RMut awia io APPROVED 4. Parini. stud penetrations END DINSCN H D99 -0273 CA OF TUKWIIA NOV 1 8 1999 . 131ifi. 'LiV °Ivyl: • gc D 3 • P4 ~ v O ® q tCC6 O 15 2 ✓ LL d. H • 114 9 . 2 g ea 0 W sa • 14 c- A E 8 4 • b JOB NO.) .1397 IBC .'. 9 1999 CENTER L 0 SLOPE 1/4" IN 12" PORCH n 3/4' =1' -0" NOTE: ALL WOOD IN CONTACT w/ CONCRETE TO BE PRESSURE TREATED OR EQUAL. VARIES EXTERIOR WALL 2x4 PARING WALL POST PER PLAN EXTERIOR WALL FLOOR FRAMING PER PLAN STUB STEEL 12" INTO SLAB ® 32" oc BEAM PER PLAN POST PER PLAN REINFORCEMENT (RE -SAW PER PLAN COMPACT FILL FROM FTG -TO TOP OF PORCH FDN. WALL ----III—III—III—III—III— , H I i 11 111 1 1 111- 1 11 - 1' 1 1 1 1 - 111 - 1 I I —I I - 1 1 I HE I I 11 — I I I 1 I- 11 11 III —III — I 1 I .. III — I I FLOOR FRAMING — — 1 11 111 — I 11 - 111 — > , I PLAN PER REINFORCEMENT 1 111 —III — I 1 - 1 I a / (RE -BAR) PER PLAN 11 11 —II —I I I— III 111 —III —I I HE-111E11=-11E- 1III— III -1 1 —� - 11=_1111-11 �n fl i 1 -1 i i —I 11 -1 i 1 -1 i 1 -1 i — 1 -1 I I —' 111—=11-111 I , —III — 111-111 -111 11 - 111— 111 -111 -111 =111 —I I i- 111 -11 I -111 1 i 1 — II�IIIIII1111111�11II IT-1I1 —' FURINC WALL 3/4' =1' -0" IN 6 2' -0 S FO(NOATION AS REQUIRED BY GRADE FOUNDATION /MAIN CRAWL SPACE VENTS I. CRAWL SPACE AREA I SF 2. CRAWL .SPACE AREA /150 • 803 SF OF VENT AREA REQUIRED - • 3. TYPICAL VENT SIZE • 14•x8'x-15 (INN EFFICIENCY, • 58 SF PER VENT NET FREE AREA 4. VENT AREA / 58 • 1.3:54 vENTS REQUIRED. 5. la NOT1TS SHOW (SEE PLAN FOR LOCATION) 6. p VENTS x 58 • �2 - SF OF VENT AREA PROVIDED. 1. VENTS SHALL BE COVERED WITH CORROSION RESISTANT WIRE MESH WITH OPENINGS OF V4' MAX. 8. VENTS.LOCATED IN NM JOIST MUST BE PERMANENTLY BAFFLED. WSEC 5021.4.1 FLOOR FRAMING PLAN . Soil. 04'4 - FP -5 ) FP -I ) F -8 ) ALL FLOOR JOIST ARE: 2xI0 AT ■0'00 SEE DIV. 00100 oR ALL FLOOR JOIST ARE: II -1/8' TN PRO 150'o AT 192' VERIFY W/ SHOP DOGS. SEE DIV. 06100 000DATIGN D99 -0273 oC GENERAL FRAMING NOTES 1 FOUNDATION KEYNOTES 1 CONCRETE STEM WALL 8' WIDE WITH MIN 15'x1' FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION SEE DIV. 3 SHEET A -I CONUSOIO STEM WALL 6' 010E WITH MIN 12'x6' FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION. SEE DIV. 3 SHEET A - CONCRETE SLAB ON GRADE SHALL SE 4' THICK STEEL TROWELED FINISH, 1.111 0x6 WIAo014 UUF ON 4' GRANULAR FILL. SLOPE 2• TO COOK PROVIDE THICKENED EDGE AT DOOR SEE DIV. 3 SHEET A -1 Az6 PONT ON C566. I' ABOVE SLAB ON 3O(36 8' MAT FOOTING ON SOLID SI.ESSTRATE W/l4) 4 BAR EACH WAY. SEE Div. - . SHEET A -I ( 1 CRAWL SPACE VENT. SEE.. 02 BELOW. l - I SEE 01V 1'. SHEET I •T ALL CRIPPLE WALLS ARE 2x6 OR 8,4 e 16• oc- NP -6 J UNA I4' MIN 5T1D LENGTH PER USG SEE DIV-.6 SHEET A -I 440 SEAM LINE. MIN- I' CLEARANCE FROM CONCRETE AT END OF BEAMS SEE DIV. 6 SHEET A -I 4x4 POST (SCAB POST AND BEAM WITH 2x4) ON W. FELT IXN MAT FOOTNG UNA. PROVIDE 4x6 POST • BEAM SPLICE t POSITIVE CON- NECTION FROM POST TO FOOTING. PER DETAIL 16/DI. ONE DIV. 6 SHEET A -1 6 MIL BLACK POLYETHYLENE -g1 E ON GRADE_ ' SEE Div. 1 SHEET A -I ELECTRICAL SERVICE= PROVIDE (I) 2 IT SCHEDULE 00 PVC CONDUIT. FOR ELECTRICAL SERVICE AND (I) 5 /8'x8' LONG GALVANIZED ROD FOR ELECTRICAL GROUNDING. SEE DIV. 16 AND VERIFY W/ SITE CONDITIONS FP -I FP -2 ( FP-3 ) ( FP -4 ( FP -1 FP -8 ) ( FP -IN ( FP -Il 1 BLOCK OUT IN STEM LL NOR DOORS, I (VAC, ETC. A8 PENUIREWAD FP -12 ( FP-13 ) FP -14 ) 30•X30'XT MAT room.* ON SOLID' SUBSTRATE W/ (2) 4 BAR EACH WAY OR 15' STRIP FOOTING PER DETAIL 16/01 (FP - I6� 36•X36'X12' MAT FOOTING ON SOLID SUBSTRATE IU/ l21 4 BAR EACH WAY STUB STEEL 12' INTO SLAB • 12'0c FP -I5 ( pP -n ) W -IS ) (FP -19) (FP -20) ( FP -22 (FP-24) L SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. SEE TYPICAL MATERIALS' LIST ON SECTION SHEET 3- SEE COVERS44EET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. 4. TRUSS DESIGN BY MANIA. TRUSS PLAN - 5HOILN IS FOR GENERAL LAYOUT ONLY SEE DIV. 6100 SHEET A -I - TRUSS LOADING SEE DIV. 010001A SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMNG PLAN 5. ROOF FRAMING SPACING, 24' oc. 11N.0. 6 -ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1. RAFTER TAIL 2.4. VERIFY. 8 ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN- S- ALL HEADERS ARE 4x10 DF s2 UNA. PROVIDE (I) TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4' -p' UNA. SEE DIV. 00100 SHEET. A -I I43'x24• CRAWL SPACE ACCESS. INSULATE AND UEATNER STRIP. SEE Div. 010022 SHEET A -122 PRESSURE BLOCKING, OF SAME SIZE AS - ADJACENT JOIST. 24 MAT FOOTING ONSOLID SUBSTRATE W/ (2) • BAR EACH WAY OR N STRIP FOOTING PER DETAIL 16131 FLOOR JOIST SEE Div. 6 SHEET A -1 4x8 BEAM. LINE, SOLID BLOCKING BETWEEN JOIST , OVER SUPPORT. SEE DIVISION 06100 SHEET A -I PROVIDE SOLID BLOCKING. T40) JOSST SYSTEM TO PROVIDE SAME AREA OF BEAM SUPPORT AS ABOVE AND BELOW , SEE Div. 6 SFBET A -I FP - 21 ) MIFL I' CLEARANCE FROM CONCRETE; AT END OF BEAMS EXTEND PIER MIN IS BELOW SURROL NDING GRADE I FP -231 3' DIAMETER STEEL POST EDGE OF 00040040 SYMBOLS & LEGEND POINT LOAD FROM ABOVE. POINT LOAD FROM ABOVE W/ LOADING POINT LOAD 1'R°NSFERING DOWN • 'POINT LOAD TRANSFERNG DOWN W/ LOADING HANGER POINT LOAD TRANSFEREE BY KICKER, 0 U DOWN WITH SIZE DESIGNATIGNI Tina � f. VERTICAL STRAP WITH SIZE DES 1 �" .TO me USED ON FLOOR 6ELay APPROVED I APPROVED 8T_xx —.. HORIZONTAL RP WITH . DESIA O I NDICATES BEA . CALCULATION SIZE WI' SIU 1 I4 199 AS NO ILD I NUMBE — EXTENT C FSNEAK - ----;. t�M TY OF SHEAR UTAI UTAI t ABOVE VESSERZZ WALL' BELOW NOTE, UNLESS OTHERWISE NOTED, ENGINEERNJG AND CALCULATIONS ARE NOT PROVIDED. IN THESE DRAWINGS -' \99024\9902405 tFP -24) (FP -1 ) L � II I - - - - T - 10 2 � `I . III pp Ht li II 1 III - 5 -2 I = � t ill t fl� — ��_ III Li z r ` LEI f FP-11 _ W , 13 -8 II I 1 s 1 1 _ I H - 9 .11,.....1 1.2 iYP I L r1 1 , 1£1 - 77 - ' ac P.,-, –1) I II Allk 5' x 4' Ell '' 5' -4' IN I l 1 4 ' . Garage. ® ( FP E D 1 lil F i _. FP -3 ) (FP-I0 - ® ,, ,-., DI L IIJ FP --I1 - Porch I CONC. I h ifill ;kill a Fli _ __ MI i I OFFP-1 I ' ___J � FP - 24 PER VA2 lizuffa` 1'-10 V2' W' 3' V2'6 11.11.137 d' ,___I 4 20' -0' . 20' -0' 400' L 0 SLOPE 1/4" IN 12" PORCH n 3/4' =1' -0" NOTE: ALL WOOD IN CONTACT w/ CONCRETE TO BE PRESSURE TREATED OR EQUAL. VARIES EXTERIOR WALL 2x4 PARING WALL POST PER PLAN EXTERIOR WALL FLOOR FRAMING PER PLAN STUB STEEL 12" INTO SLAB ® 32" oc BEAM PER PLAN POST PER PLAN REINFORCEMENT (RE -SAW PER PLAN COMPACT FILL FROM FTG -TO TOP OF PORCH FDN. WALL ----III—III—III—III—III— , H I i 11 111 1 1 111- 1 11 - 1' 1 1 1 1 - 111 - 1 I I —I I - 1 1 I HE I I 11 — I I I 1 I- 11 11 III —III — I 1 I .. III — I I FLOOR FRAMING — — 1 11 111 — I 11 - 111 — > , I PLAN PER REINFORCEMENT 1 111 —III — I 1 - 1 I a / (RE -BAR) PER PLAN 11 11 —II —I I I— III 111 —III —I I HE-111E11=-11E- 1III— III -1 1 —� - 11=_1111-11 �n fl i 1 -1 i i —I 11 -1 i 1 -1 i 1 -1 i — 1 -1 I I —' 111—=11-111 I , —III — 111-111 -111 11 - 111— 111 -111 -111 =111 —I I i- 111 -11 I -111 1 i 1 — II�IIIIII1111111�11II IT-1I1 —' FURINC WALL 3/4' =1' -0" IN 6 2' -0 S FO(NOATION AS REQUIRED BY GRADE FOUNDATION /MAIN CRAWL SPACE VENTS I. CRAWL SPACE AREA I SF 2. CRAWL .SPACE AREA /150 • 803 SF OF VENT AREA REQUIRED - • 3. TYPICAL VENT SIZE • 14•x8'x-15 (INN EFFICIENCY, • 58 SF PER VENT NET FREE AREA 4. VENT AREA / 58 • 1.3:54 vENTS REQUIRED. 5. la NOT1TS SHOW (SEE PLAN FOR LOCATION) 6. p VENTS x 58 • �2 - SF OF VENT AREA PROVIDED. 1. VENTS SHALL BE COVERED WITH CORROSION RESISTANT WIRE MESH WITH OPENINGS OF V4' MAX. 8. VENTS.LOCATED IN NM JOIST MUST BE PERMANENTLY BAFFLED. WSEC 5021.4.1 FLOOR FRAMING PLAN . Soil. 04'4 - FP -5 ) FP -I ) F -8 ) ALL FLOOR JOIST ARE: 2xI0 AT ■0'00 SEE DIV. 00100 oR ALL FLOOR JOIST ARE: II -1/8' TN PRO 150'o AT 192' VERIFY W/ SHOP DOGS. SEE DIV. 06100 000DATIGN D99 -0273 oC GENERAL FRAMING NOTES 1 FOUNDATION KEYNOTES 1 CONCRETE STEM WALL 8' WIDE WITH MIN 15'x1' FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION SEE DIV. 3 SHEET A -I CONUSOIO STEM WALL 6' 010E WITH MIN 12'x6' FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION. SEE DIV. 3 SHEET A - CONCRETE SLAB ON GRADE SHALL SE 4' THICK STEEL TROWELED FINISH, 1.111 0x6 WIAo014 UUF ON 4' GRANULAR FILL. SLOPE 2• TO COOK PROVIDE THICKENED EDGE AT DOOR SEE DIV. 3 SHEET A -1 Az6 PONT ON C566. I' ABOVE SLAB ON 3O(36 8' MAT FOOTING ON SOLID SI.ESSTRATE W/l4) 4 BAR EACH WAY. SEE Div. - . SHEET A -I ( 1 CRAWL SPACE VENT. SEE.. 02 BELOW. l - I SEE 01V 1'. SHEET I •T ALL CRIPPLE WALLS ARE 2x6 OR 8,4 e 16• oc- NP -6 J UNA I4' MIN 5T1D LENGTH PER USG SEE DIV-.6 SHEET A -I 440 SEAM LINE. MIN- I' CLEARANCE FROM CONCRETE AT END OF BEAMS SEE DIV. 6 SHEET A -I 4x4 POST (SCAB POST AND BEAM WITH 2x4) ON W. FELT IXN MAT FOOTNG UNA. PROVIDE 4x6 POST • BEAM SPLICE t POSITIVE CON- NECTION FROM POST TO FOOTING. PER DETAIL 16/DI. ONE DIV. 6 SHEET A -1 6 MIL BLACK POLYETHYLENE -g1 E ON GRADE_ ' SEE Div. 1 SHEET A -I ELECTRICAL SERVICE= PROVIDE (I) 2 IT SCHEDULE 00 PVC CONDUIT. FOR ELECTRICAL SERVICE AND (I) 5 /8'x8' LONG GALVANIZED ROD FOR ELECTRICAL GROUNDING. SEE DIV. 16 AND VERIFY W/ SITE CONDITIONS FP -I FP -2 ( FP-3 ) ( FP -4 ( FP -1 FP -8 ) ( FP -IN ( FP -Il 1 BLOCK OUT IN STEM LL NOR DOORS, I (VAC, ETC. A8 PENUIREWAD FP -12 ( FP-13 ) FP -14 ) 30•X30'XT MAT room.* ON SOLID' SUBSTRATE W/ (2) 4 BAR EACH WAY OR 15' STRIP FOOTING PER DETAIL 16/01 (FP - I6� 36•X36'X12' MAT FOOTING ON SOLID SUBSTRATE IU/ l21 4 BAR EACH WAY STUB STEEL 12' INTO SLAB • 12'0c FP -I5 ( pP -n ) W -IS ) (FP -19) (FP -20) ( FP -22 (FP-24) L SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. SEE TYPICAL MATERIALS' LIST ON SECTION SHEET 3- SEE COVERS44EET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. 4. TRUSS DESIGN BY MANIA. TRUSS PLAN - 5HOILN IS FOR GENERAL LAYOUT ONLY SEE DIV. 6100 SHEET A -I - TRUSS LOADING SEE DIV. 010001A SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMNG PLAN 5. ROOF FRAMING SPACING, 24' oc. 11N.0. 6 -ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1. RAFTER TAIL 2.4. VERIFY. 8 ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN- S- ALL HEADERS ARE 4x10 DF s2 UNA. PROVIDE (I) TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4' -p' UNA. SEE DIV. 00100 SHEET. A -I I43'x24• CRAWL SPACE ACCESS. INSULATE AND UEATNER STRIP. SEE Div. 010022 SHEET A -122 PRESSURE BLOCKING, OF SAME SIZE AS - ADJACENT JOIST. 24 MAT FOOTING ONSOLID SUBSTRATE W/ (2) • BAR EACH WAY OR N STRIP FOOTING PER DETAIL 16131 FLOOR JOIST SEE Div. 6 SHEET A -1 4x8 BEAM. LINE, SOLID BLOCKING BETWEEN JOIST , OVER SUPPORT. SEE DIVISION 06100 SHEET A -I PROVIDE SOLID BLOCKING. T40) JOSST SYSTEM TO PROVIDE SAME AREA OF BEAM SUPPORT AS ABOVE AND BELOW , SEE Div. 6 SFBET A -I FP - 21 ) MIFL I' CLEARANCE FROM CONCRETE; AT END OF BEAMS EXTEND PIER MIN IS BELOW SURROL NDING GRADE I FP -231 3' DIAMETER STEEL POST EDGE OF 00040040 SYMBOLS & LEGEND POINT LOAD FROM ABOVE. POINT LOAD FROM ABOVE W/ LOADING POINT LOAD 1'R°NSFERING DOWN • 'POINT LOAD TRANSFERNG DOWN W/ LOADING HANGER POINT LOAD TRANSFEREE BY KICKER, 0 U DOWN WITH SIZE DESIGNATIGNI Tina � f. VERTICAL STRAP WITH SIZE DES 1 �" .TO me USED ON FLOOR 6ELay APPROVED I APPROVED 8T_xx —.. HORIZONTAL RP WITH . DESIA O I NDICATES BEA . CALCULATION SIZE WI' SIU 1 I4 199 AS NO ILD I NUMBE — EXTENT C FSNEAK - ----;. t�M TY OF SHEAR UTAI UTAI t ABOVE VESSERZZ WALL' BELOW NOTE, UNLESS OTHERWISE NOTED, ENGINEERNJG AND CALCULATIONS ARE NOT PROVIDED. IN THESE DRAWINGS -' \99024\9902405 1 3 GLAZING CALCULATION TOTAL SF OF HOME 2367 SF TOTAL SF OF GLAZING 285.21 SF TOTAL % OF GLAZING 12 5 SF. 18 CALCULATED USING THE REQUIREMENTS SET - FORTH IN THE WASHINGTION STATE ENERGY CODE. REFER TO ADDITIONAL DOCUMENTATION TO SUPPORT METHODOLOGY OF FEWORIANCE COMPLIANCE 20' -0' 40'-00' 0 . -N . SYMBOLS AND LEGEND ❑F FAN- DIRECT VENT TO OUTSIDE -BATHROOMS/LAUNDRY 50 CR1 MIN. - KITCHEN I00 CFM MIN. -WHOLE HOUSE FAN 100 OR-IMIN. VTOS WHOLE HOUSE EXHAUST FAN CONNECTED A 24 HOUR TIMER -. 100 CRM MIL,. vTO III THERMOSTAT ® 50' ABOVE FLOOR O " I) 24 HOUR TIMER TO WHOLE HOUSE FAN MECHANICAL, PLL0I0L a, AND ELECTRICAL. SYSTEM FOR UNITS: PER DIV. 15,18 SEE SHEET Al A. PROVIDE 6' DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR PLENUM AT FURNACE WITH MOTORIZED FLOW DAMPERS... B. PROVIDE THERMAL EXPANSION TANK AT WATER 110v SMOKE DETECTOR PER UBC HEATER WITH BATTERY BACKUP INTERCONN0I.INU C. STRAP WATER HEATER TO FRAMING TOP AND BOTTOM. D. PROVIDE PRESSURE RELIEF LINE. PLUMBED TO OUTSIDE. Patio cac. 2m' -0' MAIN. FLOOR PLAN Seei. V4'.I - 5 D99 —Q273 GENERAL PLAN' NOTES I FLOOR PLAN KEY NOTES. , : ` ( P -I I ( P - ) ( P - ( P - P -1 j ( P -8 ( P-9 ) P -l0 ( P-II ) ( P - 12 ( P - 13 ( P -141 ) P -I5 P -16 1 (P -1'1) )P -I9) � P -21) ( P -22 ) P -23 ( P - 24 I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. ENERGY AND AIR QUAILITT INFORMATION SEE DIV rt SHEET A -I - 3. SEE BUILDING ELEVATION,FOR WINDOIU OPERATION SEE,DIV., 8 SHEET A -I 4, SEE TYPICAL MATERIALS LIST ON SECTION. SHEET - 5. SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. WALL LINE ABOVE OCCUPANCY SEPARAT .. APPLY /I) LATER 5/8' TYPE G1U.B. TO ALL WALLS AND CEILINGS OF GARAGE SIDE FROM FOUNDATION TO SHEATHING. WRAP POST AND. BEAMS. APPLY (2) LAYERS TO TRUSSES AND TJI FLOOR JOIST. SEE Div. 010029 SHEET A -1 1 3/8' MIN. SOLID CORE DOOR 411TH SELF CLOSER TO BE TIGHT FITTING 5EE- DIV.,010020 SHEET A -I STAIR ASSEMBLY NOTES PER UBC SECTION 003 A HEADROOM MIN. 0' -8., WIDTH MIN. B. TREADS 10" MIN. DEPTH, RISERS 8' MAX NT, C. HANDRAIL MIN. 34' TO MAX 38' A60VE TREAD NOSING HANDRAIL 1 IR' MIN. TO 2' MAX. CROSS SECTION DIMENSION AND I V2' MIN. CLEAR FROM WALL, RETURN RAIL ENDS. D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALL/S).. - E.. COVER USABLE SPACE UNDER STAIR W/. 5/8' -.r. TYPE 'X' G.WB. F. INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS', THAN 4' BETWEEN BALUSTERS - SEE DIV. 0I0026SWEETA - SAFETY GLAZING PER UBC, SECTION 2406 A. WINDOWS' WITHIN IS'. OF FLOOR B. WINDOWS WITHIN A _-2 APC OF DOORS C. WINDOWS AT. TUBS AND SHOWERS D. GLAZING' IN DOORS E- WITHIN STAIRWELLS F. WITHIN 5' OF TOP OR BOTTOM. OF STAIRS SEE, DIV. 0.00 SHEET A -1 EGRESS WINDOW. PER 1115C, SECTION 310.4 SEE DIV. 08600 SHEET A -I - IGNITERS FOR GAS FIRED APPLIANCES' IN GARAGE TO EE IV .MIN, ABOVE TOP OF SLAB. SEE DIV. 0 SHEET A -I COVER WALLS ADJACENT TO TUBS AND SHOWERS WITH NON - ABSORBENT MATERIAL TO - 10' ABOVE'. DRAIN INLETS. SEE DIV. 05250 SHEET A -I (2) LAYERS OF FLOOR SHEATHING OVER 00411110. B MAX RISER WITH I0'. MIN. RN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER ABC, SECTION 1006. SHEET : A -I 18 x24 CRAWL SPACE ACCESS INSULATE AND WEATHER. STRIP. SEE 01v. 010022 SHEET A -I 22 ATTIC SPACE ACCESS 41/.30' HEAD. CLEARANCE.. INSULATE AND HEATHER STRIP SEE DIV. 01002.1 SHEET A -I FLOOR MATERIAL BREAK LINE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES= A DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO UBC REQUIREMENTS. SEE DIV. 010028 SHEET A -1 B. ZERO CLEARANCE, FIREPLACES SHALL CONFORM TO UBC REQUI!¢nth135.. 'SEE DIV. 010028 SHEET A -I C. HEARTH SHALL CONFORM. TO UBC; REQUIREMENT. SEE DIV. 010028 AND 9 SHEET A -I D. 5/8' I T f't "X' CA/B ON HOUSE 511SE OF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3' DIAMETER STEEL POST P -IS 36' GUARDRAIL PER UPC 5092 A. AT STAIRS SLOPES AT 36' ABOVE STAIR NOSING5. B VENT FOR MECHANICAL. I' CLEARANCE ALL SIDES PER UBC SEE DIV. 15 SHEET A -I ( P -20 1 PLANT SHELF UPPER AND LOWER LINEN CABINETS SOFFIT AREA INTEGRATED MAKE UP AIR 2x6 STUDS W/ R -19 INSULATION i4 2 ti F T1 � C# QQ iI fool 1 8 9 9 I:':I'1 LU 01 \T Si1O1' SQUARE FOOTAOE MAIN FLOOR UPPER FLOOR 1205 SF 1162 SF TOTAL : 2367, sF GARAGE 535 SF = DECK I PATIO 220 SF SQUARE FOOTAGE IS MEASURED TO;THE OUTSIDE. FACE OF WS. STAIRS AND ARE TO ISELOUI ONCE IN SPACES T RsY55 ARE NOT INCLUDED IN CALCULATIONS. . 03 co I L9 () p�w C7 LC) O O) Cx� • i LL C� A " ` "Q QCO ta Q) � • O 0.0 . w co 3 ([Q�$ Au - 9 4999 SHEET r UPPER FLOOR /LOWER . ROOF FRAMING PLAN Bole V4'.I'.®! r GENERAL FRAMING NOTES . I I FRAMING PLAN KEYNOTES 1 F -I F -2 -4 , F -5 F -o ) l F -T F-8 F -9 F -10 F -12 F -13 F -I4 IF -15 ] I. SEE: COVER SWEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3. SEE- COVERSHEET FOk ALL NOTES ATID REQUIREMENTS CONCERNING MECHANICAL, PLUMBING; AND ELECTRICAL. 4. TRUSS DESIGN BY MANIA. TRUSS PLAN SHGUN IS FOR GENERAL LATOUT ONLY SEE DIV. 6100 SHEET A -I - TRUSS LOADING SEE DIV. 010001A- Si-IEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYFE- FERROOF FRAMING PLAN 5. ROOF FRAMMCs SPACING. 24' oc. UN.O. S. ROCF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION; T. RAFTER TAIL 2x4. VERIlt. - 8. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN' $. ALL HEADERS ARE 4x10 DF R UNO. PROVIDE (I) TRIMMER STUD UP TO 4' -0' "SPAN AND (2) TRMMER STUDS OVER 4` -0' LBW. SEE DI, 06400 SHEET A -I - BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR 14VAC DUCTING. SEE DIV.'S SHEET A -I RAKED PONY WALL CN TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. ALIGN EDGE OF JOIST WITH FACE OF WALL - AL:GN INSIDE FACE CF BEAM WITH'. OUTSIDE FACE OF WALL UPSET - BOTTOM OF. BEAM EVEN W/ 80TT01 JOIST AND TOP CF 88A2I EXTENDS UP AA0VE" JOIST5. TOP OF BEAM 15 FLUSI4 WITH BOTTOM. OF JOIST WITH NO TOP PLATE. CUT ADJACENT FRAMING MEMBEr5 I WrO BEAM FOR. ADEQUATE SUPPORT. ATTIC SPACE VENT • ... SEE CALCULATION SEE DIV. 01002 SHEET A -I FLOOR JOIST - SEE SCHEDULE DWG: 9EE Div 061@0 SHEET A -I SEE ELEVATIONS AND. SECTIONS FOR PLATE WEIGHT PRESSURE BLOCKING SEE Div, 08100 SHEET A -I FLUSH - BOTTOM OF BEAM - .EVEN W/ BOTTOM -- OF JOIWT9 TOP CF BEAM FLUSH W/ TOP CF JOIST AND BEAM EXTENDS DOWN BELOW. JOISTS TOP OF BEAM 5' BELOW TOP OF JOIST. TO ALLOW FOR HVAC OVER BEAM AND BEAM BUMPS DOWN BELOW JOISTS 2X6 OVERFRAMING s 24' OC 2X6 CEILING JOISTS o 24' OC D99-0273 POINT LOAD FROM ABOVE POINT LOAD FROM. ABOVE W/ LOADING POINT LOAD TRANSFERING DOIIWI POINT LOAD TRANSFERING DOR W/FLNakIts APPROVED W - HANGER T9GiCKEtY 1999 POINT LOAD TRANSFERED B Q AS NOTED V - : BU'LJ!i'!G DMSION HOLD 00184 WITH SIZ8 DESIGNATION VERTICAL STRAP WITI4 TO BE USED ON FLOOR BE DESIGNATION -1719 -. HORIZONTAL STRAP WITH sag DESIGNATION O' IN BEAM CALCULATION WITH IEXED NUMBER EXTENT OF SHEAR WALL TYFE - OF SWEAR WALL I WALL ABOVE Imam= `.WALL BELOW ; „ NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND . . CALCULATIONS ARE NOT PROVIDED' IN tNESE DRAWINGS." co Co 4 CO a C`') O N CO x co 0 '3 0 A C 0 L Z 0 m C u 9-4' , 14'-8' , A T040 Loft/ Bdrm #3 Opt Bonus! CARPET Opt Bdrm #4 f P -5 J CARPET .0 3' -6' 3 -6 5/16' j6 i% ' (�! -3 V2' i' -4 IiZ I ' 'I 9/16 S BP g T g J Ras U 2650' s '" �� Q P I sp o ) ✓ � 0 VTCS Bath 'lN7L ' P i2 = - \2g Bdrm #2 ' CARPET l F c` i i I C ; ) v, d II ART NI/CH _ W/ .42' SHELF rP_-5 j z 6' -II 6' -31/2' • Lt�� -3 I 1 I i 1 I I I 1 pile 1 I SD. 9 D 1 RPET IsR N CARPET Rt 5 5@31. I m Rt5 \ s® Mstr. Bdrm . CARPET I P -5 - \ W.I.C. CARPET IIMMIZIESEEMEM 26 u ¥T05 - 4'-6. Mstr. Bath R. SPUR . 2g CARPET 119 (( TUB I P -1 J 2� LINEN z .,::. J 6,040 3040 P-41 4._2. r - I 6' l' I I 5'_5' 3'_8', 4 I I I 1 I 4' -0' 3'- 81/16' 2 6 10' -9' 9' -I' l' -8. 13Y -3, ' L ROOF LINE BELOW xALL LINE BELOW WALL LINE BELOW ROOF LINE BELOW SYMBOLS AND LEGEND FQ FAN - DIRECT VENT UTSIDE - BATHROOMS/LAUNDRY 50 CPI MIN. - KITCHEN 100 cFM MN. - W'V40LE HOUSE FAN 100 CFM MIN vTOS - WHOLE HOUSE EXHAUST FAN CONNECTED A 24 HOUR TIMER - 100 CFM MIN., /TO Li] THER^OSTAT 50' ABOVE FLOOR (.4).;; 1104 SMOKE DETECTOR PER UBC WITH BATTERY BACKUP INTERCONNECTED Cr : 24 HO.:R TIMER TO WHOLE HOUSE FAN UPPER FLOOR PLAN ' Bcelm V4'.I' -0' MECHANICAL, PLUME/NG, AND ELECTRICAL SYSTEM FOR UNITS: PER DIV, 15.16 SEE SHEET Al FU1 A. PROVIDE 6' DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR PLENUM AT FURNACE WITH MOTORIZED FLOW DAMPERS. B. PROVIDE TI- RMAL EXPANSION TANK AT WATER NEATER C. STRAP WATER HEATER TO FRAMING TOP AND BOTTOM. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. 9 s I GENERAL PLAN NOTES I FLOOR PLAN KEY NOTES I OCCUPANCY SEPARATION: APPLY LAYER 5/8' TYPE 'X' GUS. TO ALL WALLS AND CEILINGS OF GARAGE SIDE FROM FOUNDATION TO SHEATHING. WRAP POST AND BEAMS. APPLY , 2/ LAYERS TO TRUSSES AND TJI FLOOR JOIST. SEE Div. 010025 SHEET A -I 13/e.• MEN- SOLID CORE DOOR WITH SELF CLOSER_ To BE TIGHT FITTING SEE DIV. 010025 SHEET A - STAIR ASSEMBLY NOTES: PER UBC SECTION 1003 P -2 i L_P -3 r P -4 I PP- J J L - A. HEADROOM MIN. 6' -5'. WIDTH MIN 3' -0'. B. TREADS 10' MIN- DEPTH RISERS 8' MAX. HT. C. HANDRAIL MIN. 34' TO MAX 38' .ABOVE TREAD NOSING. HANDRAIL 1 1/2' MIN, TO 2' MAX CROSS EECI DIMENSION AND I I /2' MIN. CLEAR FROM WALL, RETURN RAIL ENDS. D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND'BOTTOM AND ADJACENT WALL!S). E. COVER USABLE SPACE UNDER STAIR W/ 5/8' TYPE 'X' GALE, F. INTERMEDIATE BALUSTERS SHALL BE SPACED W': LESS THAN 4' BETWEEN BALUSTERS. SEE DI, 010024 SHEET A -1. Sw-c+ r GLAZING PER UBC, SECTION 2406 WiNDOLIS WITHIN 18' 01= FLOOR B. WINDOWS I■IITHIN A 24 ARC OF DOORS C. WENDOWS AT TUBS AND 51-OILERS D. GLAZING IN DOORS . E. WITHN STAIRIELL5 F. WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE DIV 05500 SHEET A -I EGP -ES5 WINDOti PEE UBC, SECTION 315/4 SEE Div. 00600 SHEET A 1 IGNITERS FOR 045 FIRED APPLIANCES IN GARAGE TO SE IN MIN, ABOVE TOP OF SLAB. SEE DIV. 15 SHEET A -I COVER WALLS ADJACENT TO TUBS AND SHOWERS WITH NON - ABSORBENT MATERIAL TO TV ABOVE DRAIN INLETS. SEE Div. 09250 SHEET A -I LAYERS OF FLOOR SHEATHING- OVER FRAMING, P 9 8 MAX. RISER WITH IN MIN. RUN IF MORE THAN S EC BOERS HAND REDWIRED PEN UBC. SECTION IEEE SHEET A -1 , -)0 18 x24 CRAW SPACE ACCESS, INSULATE AND t WEATHER STRIP SEE DIV. 010022 SHEET A -I 22 x30 ATTIC SPACE ACCESS 5/ 30' HEAD P -ii 1 P -I2 P -i3 P -14 P -15 P -I9 I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. ENERGY AND AIR OLIAILITY INFOR`IATION SEE Div. IT SHEET A -I 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE Div. 8 SHEET 4 -I 4, SEE TYPICAL MATERIALS LIST ON SECTION SHEET 5. SEE COVER SHEET FOR ALL NOTES AND REQUINE NING MENTS CONCER MECHANICAL. PLUMBING. AND ELECTRICAL. CLEA RANCE INSULATE AND WEATHER STRIP. SEE DR, 0I002.I SHEET A -I FLOOR MATERIAL BREAK LINE WALL LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: A. DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM' TO UBC REQUIREMENTS, SEE Div. 010028 SHEET A -I B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENTS SEE Div. 010024 SWEET A -I C, HEARTH SHALL CONFORM TO UBC REQUIREMENT. SEE Div 01002 AND 9 SHEET A -I - D. 5/8' TYPE 'X' GLUES ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. P -16 1 SEE SITE PL FOR ExTENT OF WALKS AND DRIVEW I P_1l 1 3' DIAMETER STEEL POST' I PIS J 36' DRAIL R UBC 509 A. AT GUAR STAIRS SLO AT 36' 2 ABOVE STAIR NOSINGS. vENT FOR MECHANICAL. I' CLEARANCE ALL SIDES PER UBC SEE Div. 15 SHEET A -I PLANT SHELF LP -2i , UPPER AND LOWER LINEN CABINETS SOFFIT AREA P - -23 J INTEGRATED MAKE UP AIR p_24 I 2 STUDS WI R -19 INSULATION MIN. D99 -0273 V 1 R t' ?i g SHEET A5 ROOF VENT CALCULATION BASED ON 3 2-1/2 1401E8 PER VENT BLOCK ROOF VENT CALCS BASED ON IJBC SECTION 15053 TOTAL ROOF AREA 1886 SF/300 .0452 SF OF VENT AREA REQ % AT EAVE . 424 5F REQUIRED 35 % s 36'. IMN) ABOVE EAVE . 228' SF REQUIRED 4 ROOF JACKS. AT 50 SO IN EACH.24LI _ SQ. IN. tom_ SF 118 LF. OF EAVE VENTS AT 51 SQ. INJL.F•813E SQ. N..428 SF 2_ GABLE END VENTS AT 2<zg__ •■ 24 SQ. IN..30 • 9F GABLE END'vENTS AT x . SO IN, SF _ 2. GABLE END VENTS AT 24 DIA .58 SQ. IN•81 SF TOTAL VENTS PROVIDED < ROOF JACKS . 130 SF EAVE VENTS . -428 SF GABLE END VENTS . SO SF TOTAL SF OF VENTS PROVIDED . 8.75 SF • AREA MAY BE I/300 IF A VAPOR RETARDER IS INSTALLED CN. Ti-t-. WARM SIDE OF THE ATTIC INSULATION. UBC 150533 • EFFECTIvE VENT AREA BASED ON A'30% REDUCTION DUE TO 1/4• MESH •11•1111101 111111111111111111111111111111111111 ROOF LINE BELOW WALL LINE BELOW UPPER - ROOD FRAMING PLAN { - SCALE V4 ".P.®' L GENERAL FRAMING NOTES - I FRAMING PLAN KEYNOTES BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR FIvAC DUCTING. SEE DIV15 SHEET A -I RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS, I F - 3 ) ALIGN EDGE OF JOIST WITH FACE OF WALL l ) ALIGN INSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL L 5 UP?,€ E`•O OF E+EAP1 EVEN W/ BOTTOM OF . ) JOIST A ND TCP G4 EEAM E XTENDS UP ABOVE JOISTS TOP OF SEAM IS FLUSH WITH BOTTOM CF JOIST WITH NO TOP PLATE. CUT ADJACENT FRAMIN°- MET-16EF.9' INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT SEE CALCULATION SEE DIV. 0I002 .SHEET A -I FLOOR JOIST. - SEE SCHEDULE DWG. SEE DIV. 06100 SHEET A -I SEE ELEVATIONS AND SECTIONS FOR PLATE. FIGHT [ F -1 SYMBOLS & LEGEND 0 POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ - LOADING POINT LOAD TRANSFERNG COIN POINT LOAD TRANSFERING DOLLN. W/ LOADING � NOV 1 8 1999 /`C HOI C DORM WITH Sim DESIC3aT!t& ED y4 P° VERTICAL STRAP WITH S 1 D6S 43t1 eY TO BE USED ON FLOOR BELOW STxx 7 - .NQRIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH INDEXED', NUMBER EXTENT OF '_AR 'WALL TYPE OF SHEAR WALL 1 G WAIL; ABOVE WALL BELOW `. MOTE; UNLESS OTHERWISE NOTED, ENGNEERING AND C • DILATIONS ARE NOT PROVIDED IN THESE DRAWINGS. F -2 F -4 F -6 f F -T F -8 F -S F -10 1 F - Il F -13 l F -I4 F -IS I. SEE COVER SHEET FOR ALL GENERAL NOi£S 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 MANUF. TRUSS PLAN 6140,111 IS FOR GENERAL LAYOUT ONLY WEE DIV 6100 SHEET A -I TRUSS LOADING SEE Dlv. 01000TA SHEET A -I - TRUSS SPAN PER FLOOR PLANE - TRUSS TYPE PER ROOF FRAMING FLAN 5. ROOF FRAMING SPACING, 24' oc. UN.O. 6.ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. RAFTER TAIL 2x4. VERIFY. 8. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. . - e; ALL HEADERS ARE 4x10 OF R UNA. - _PROVIDE CV TRIMMER STUD UP TO 4' -0• SPAN AND (2) TRIMMER STUDS OVER A-0' UNA. . SEE DM 06100 SHEET A -I PRESSURE BLOCKING SEE DIV. 06100 SHEET A -I FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS ' • ( �F -12 TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM l EXTENDS COIN BELOW JOISTS TOP OF BEAM V BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM BUMPS COIN BELOW JOISTS 2X6 OVERFRAMING a 24 OC 2X6 CEILING JOISTS 0 24' 00 U O V P 5:12 5:12 9:12 ohllllllll( 24' DIA GABLE END VENT m - --- r — CRIPPLE WALL�� 5:12 SIDING SIDE ELEVATION Sclb IB'.I' -0' TOP PLATE IUIN 44I, co i4 UPPER FLOOR■S\ TOP PLATE WIN I4DR HGT. �� T r MAIN FLOOR REAR ELEVATION 12 [I] �SIDNG — 15 - 4:12 FLOOR CONSTRUCTION FLOORING: IV. 9) SUBFLOOR: IV. 6) FRAMING: TY. INSULATIO (D SOFFIT. (DIV. 7) TRIM:(DIV. 6) WINDOW: (WITH NO BRICK MOLD) CORNER BOARDS: FASCIA: I M 11/'i1111�11111 m /101111 _ - IIII�1 eni 110111 n 1111111/1 ummom 11i�11 IMII111111111111111111M111111 . /_..i_H._ /_._�./ 1 1111111111111101161111 /r,r/rrrrr�/frl/rrr/rrrrr Ha naiaaaaaa•laaa ►1131 111 1111/Ili 111 II 11 ( n ��iai�t�`iiimi11 i11► 1111111111111111 1 I illATI Nl�1��!/1 ' ! i ' ' I I il►�1`iOrde :' ,I11{INIIMINII11II111 II r'"�''1..�� 111111111r11111r11 ,II I'I I I�i it Ie, �, , I I IL, �•rn w �1 /1/f�ImIA� in = ..■ 11 i woe mom _® i® �� _ ._: � IIL_ Ill i _ `- I iiP„''`S lII nm� --4El 1iiliiil_n_ IpIl 1�N1u1� 1!N � J I/11111I111 111n1 rrirrr rr�rrrr/rrr rrri Master TRJ88E8 PER PLAN Stairway 5 i11if 1111It1111111il•i61ii1111/01Ii111i111111i 1 FLR J8T8 PER PLAN FLR ANTS: PER PLAN WM. A R HGT. 2X4 TRIM N6 TRIM 2<4 SRN Family TOP PLATE WILL NOR FIGT UPPER FLOOR TOP PLATE WIN. NOR Hs MAIN FLOOR .CITY OF TUKV APFF:CVED. NOV 1 8 1a 29' JOB NO.: is 9902405.: ' HEAD 2x4 JAMB: 2x4 SILL: 2x6 INSIDE: 2x2 OUTSIDE: 2x4,2x3 2x8 UNO S DIA GABLE END V@!T 20 FACIA U4JX3 TRE1 213 STOOL WARD 2X8 TRIM 2X6 INN 16'X54' 8447TI'ER - TTP. IS' PIA. GABLE END VENT TYPICAL BUILDING MATERIALS ROOF CONSTRUCTION ((DD BUILDING (DIV. (DIV. 7) 300 BUILDING PAPER SHEATHING: (DIV. 6) 114 SUP SHEATHING SOLID AT EAVES Al Ur ELSEWHERE FRAMING: (DIV. 6) PER PLAN -.. INSULATIION: (DIV. 7) - R•30 BLOWN-IN SOFFIT (DIV. WB: (DIV. 9) 7) 2 RE-SAWN PLYWOOD RWB EXTERIOR WALL CONSTRUCTION BUILDIN R (DIV. 7) B PER IW.S) SHEATHING: (DIV. 6) 2 X 6 STUDS AT 6l EQUAL INSULATION: FRAMING: (DIV INSULATION: (D . 7) R -19 BATT WI INTEGRAL VAPOR BARRIER OWE: (DIV. 9) 112" GWB FINISOI PER PLANS (DIV. 0100.5) 3/4' TAG (PLYWD, COMPLY, OR EQ1 PER PLANS R49 BATT 1/2' RE-SAWN PLYWOOD 2X4 TRPI I/2 MOW/ COWER.. 2M TR1 2X6 TRIM FRONT ELEVATION 8rab v4'.r.o' TOP PLATE co co c: CO n O N cos s 4 a_ iE f s .,. - z ) CO. O 0,, Q arc Aus 9''199° cam a FOU DATIO D Al 3/4•4-0• NQE) BASEMENT SLAB MUST BE IN PLACE PRIOR TO BAOXFILLING, .LILATION BETtLEEN BASEENT SLAB AND STEM WALL TOP CF SLAB OP CF FT. FOU DATIO D AIL 3/4•4-0• CF 2x I 2X4 TOP. PLATE SOW. DOOR MR. (e EE FIRM PLAN FOR SITE) NAL SHEATHIM TO MR. LW 8d - .LS • OC. • BR WALL LOC. MO ON SIR tUALL surEo. 2-4 55-44U BEATA% W/ NAILS • 3 OC, TO EACH MD UND. ON SIR WALL SCAED. NAIL Ed NALS • 3' OC. • ALL ELT& 14DR5 STUDS UNO CN SHR WALL SOLED. 2-2,4 Al ANT SHEATHS. JOINT 1/16 OBE, 51-EATWING (M151/ VILID)4 STRAP TIE ANCHOR NAL AFTBR CONCRETE OXEN USE 33-I6dX2 V8 NAILS EACH TO SOARO FOWL BIND LP 1111, UND. ;:(EtreaC 913EDIENT .0. ON SIR WALL SCLED. CONTINUO. FOOTS APA 3/8W-Or moo V 06100.03300.06_TJ 03/4WCr LATERAL RESTRAINT PANEL r WALL FOUNDATION FOUNDATION DETAIL NOTE B CRIPPLE WALL FOUNDATION US Fu NITT 3 In' °FOUNDATION DETAIL 08300.000 00.24 C)3/44.47 08100-03300-07 3/4W-Cr 04200-06100.027A 4' COM. SLAB OVER 4' ROCK ONER VAPOR BARROR • 1/2,x10 AB. IU/ 252,3/16' 52. STEEL PLATE LLIASI-BRS • 4 0.C. (NV. 3 SHEET .4-11 EXCEPT AS NOTED ON SHEARUALL SCLEDULE l' MIN. EMBED. /-BA. • 24' oc 3" sea, OUT ffro SLAB .4 \E. BAR • 10 (01v. 3 NEE) A-I/ •4 NOM_ BAR • 10 (DM 3 SLEET A, .5 VERT. J.BAR • 8' oc (DN. 3 SHEET 140. BAR .3' OvERLAP MIN/ (DM 3 SLEET A-1) .4 BAR • 12' ocL.2 (DIV. 3 SLEET A-1) (4).4 BAR CONT. (DIV. 3 SLEET A-1) SOLID SUBSTRATE 4' CONC. SLAB OVER 4 ROCK OVER VAPOR BARRJOR "612 1ME il iall ' 111111-111111 '2 mii--15L,Ammams ADOBARSTO MATCH REAT-00CNG FER PLANS L. OF EXCAVATION 1 awarmorawasmowirmosiRram V e II N iiilE Elfifil 111111:11111 1L IIIII BEAM FER FLAN Mra-TfrP'R" BLOCKING OVER BEAM POST PER PLAN OVER reRvEsTRAL cow. pea PLAN MAT F0011. PER PLAN (21 cart. .4 BAR ( "'Lir PER IAA TYP. EXERIORL&L CONSTRUCTION FER FLAN (DIV. 6 SLEET A-I/ LCCA1E SHEATLING JOINT • CatiON hEMSEIR LOCATE 34€4114. Jaw comat NEMER ctaPFLE WALL A35 RAMSET TO FOOT. FOR POSITIVE cot/attic:a PER ARlovicrroNAL GE FONDANCR DETAIL(6) • TM. FLOOR FRAMING FER PLAN (DIV 6 S.ET TYP. EXTEROR 11.1.. CONSTRICTION FER RAN (P)Y. SLEET A-I) rale0ARD CRIPPLE EAU- (DIV 6 SHEET A-I) SEE FOUNDATIC5IDETAIL(6/ SCAB TOGERER II1/ NAILER EA SIDE AT BEAM SPLICES USE 1)4 SCAB EACH SIDE CANTILEVER FRM'G AT FOUNDATION °FURRING DETAIL 03300-00000-23 03/4447 OBIX.433004 1 amnsucannavarsumrarm ne PLAN TYPICAL EXTERIOR SHLL CONSTRICT. KR FLAN (DI'(. 6 SLEET A, I AR SPAM 13.111138. PAPER HOOKED 134D tAear VENEER TE TO PIUMPA 6 EV 1 52.R. (DIV 4 Bost AU MASONRY V9133i CONT. FLAW. WALED. HOLES • 4•0' 0. TREATio tuo 51. SEE RTUDATICH DETAILS TYP FLOOR FRAHM FIER FLAN (Div 6 SLEET A-U TTP EXERIOR MALL cONSTRICTICN MR FLAN (DM 6 MEET LOCATE BEA.. JONI • COMM MEMBER BLOCK. OR ..57 • WAII Rfri BOARD BERM ILL.. I AIR SPACE VAPOR BARRER 6' MK vERS a/ GRADE CONTOURS SEE FOUNDATION DETALS 043100.03300 Tr. EXTERIOR WALL CONSTRaCTION PER FLAN (DIV 6 SLEMT A, 4• CO. SLAB OvER 4' GRAVEL BED (DM 3 • ti,EET TREATED MID EA-1- ):AA* SHEET 4) SEE FONDATION DETAILS Aw, '4:471,:mo II -01 01111g-111E11111111111= AMI ijC qtr TTP. (Div. S SHEET 40 MERSA BEARING WALL (DIV A S1EET Al/ Vr• x /0 OC. (DIV. 3 BEET 81-A13 ON GRADE FER PLAN (DM 3 SHEET VAPOR BARRER CONT. SPREAD FIG. PER FLAN (DIV. 3 SLEET A. • AV (21•4 BAR )‘NT. (Div. 3 SEEET A4) FOUNDATION/FRAMING CONNECTION r: - DETAIL c33oc00000-ia 3/4'4-0' osaoo-oemo-o3 3/4=1-0 W-0 08100-03800-04 " _3.11 CANTILEVERED 3/4 EXT. DOOR THRESHOLD DETAIL RLL WIDTH TREATED MID SILL HAMER FER M. EXT. DOOR THRESHOLD DETML 0 DETAIL 0000-0330D-06.21j k FRAMING PARALLEL TO 5TEM WALL TYP. FLOOR FRAMNG FER FLAN (DIV. 6 BEET A, TYP. EXTERAR WALL CONSTRUCT. FER RAN (DIV. 6 SLEET A-11 . TREATED FLO SILL _J SEE FOUDATTCN DETAILS POST 42•0 BEAM PER FLAN D99-0273 STEPPED FOUNDATION DETAIL POST/FOOTING CONNECTION , SLAB 0 STEM WALL . C)FRAMING/FOUNDATION CONNECTION 03300-00000-EE 3./0.1%.0 ofn00-0330040__TA 3/4% oes0o4S300-03 3/4"4 06170-08800-0eLIA • L • _ . In 60" AB U.1/ 2,a'X3/16' .0.9/EEL fiATE ILLASLERS • 4 OC (DIV. 3 SLEET A-I) D., AS Aare° emaquA 604Eo4LE 1 Mk EMBED 140RIZ. BAR ID' OL,P-6 CORER OVER.AP (DIV. 3 SLEET A, •4 VERT. BAR SAME A9 STUB STEEL sPACINCs (Olv. 3 SHEET A...D TIGHTLI. DOePPRO046 (DIV. 1 SLEET A, Vre srEfi PROM Fra • 16 oc. (DIV. 3 SLEET A-11 4' FEW. FT WALTER IN 24 GRAVEL BED aDtv. 2 SHEET A4, SOLID etesTRATE (2)•4 BAR CONT. (DIV. 3 6d0' AB. 75:253.• STEEL PLATE WASHERS • 0.C. (DIV, SLEET A, EXCEPT AS NOTED EE SESSLIPLL SCHEDULE I' 1 ESSED. 0/ 44 BAR • TOP A.R.r. WA • r2 (DM 3 SHEET 41) ART. J-SAR • tr (DI, 3 SHEET A4, I 4444.2. EAR • Z oc OvERLAP (SW. 3 SHEET 4L • A eAR • ¢. oc (DIV. 3 SHEET A-)) FEW. FT. DRAIN ILLELTIER IN 24' GRAVEL MED. (DIV. 2 SLEET A-0 (4).•4 EAR CONT. SIDS4 3 SHEET A-) SOLID SUBSTRATE 03300.00000 TTP. EXTERIOR SELL co4sincrick PER PLAN CDIV. 6 SHEET A-I/ LOCATE BEANS. JOINT • COT. MEMBER F21 604W •TTP. FLOOR FR6r164 PER PLAN (DM 6 MEET A-)) ■ ,REAITED rix) SEE FOUNDATION DETAW(6) FRAMING PERPENDICULAR TO STEM WALL RETAINING WALL 0330040000-22 1/2".0 AB. SI/ 25050A6' SJE STEEL PLATE BASLE. • O.C. (DIV. 3 SLEET A-I) EXCEPT AS NOTED ON SLEARWALL SCIEDULE 1' M. EMBED. ,BARS • 24' oc BEM. OUT trro sLAB r 'S NOR. BAR • IV oc (DM 3 64EET A-11 LE vERT. J43AR • oc <Div. 3 BEET 41, 140R L DAR • kV oc l'.6 CryERLAP MIN) (Div. 3 SIEET A-ll .4 BAR • as L.)2/.6 (DIV. 3 SHEET T3)411:INE 14) CON) COIL 3 SIEET A-1) SOLID eteSTRATE 4 FEW Fra DRAIN WiFILTER : tea 2" N 24' GRAVEL BED a' L c.) 2 (Div 2 SLEET A-1) 0330400000-28 CD ra - c • -1 01 ,„„., ...., U"Er7gr,;..WAA.T.tr LOCATE SWABS. JOINT • ww.N•Hwarmialrarg I I MR11•1111/11111/11MMIR■R• 1'. T 6 :::: "'"" : ... :t4 4 0 I,, V .''J'jH i i j ILL ' I ' D V 9 79 im ' ii . ...rp ' i l r FL . L OoRilFRAMIG 'EA : p 1 :7PL.: "U- .Pc:‘ , .., FRAMING/FOUNDATION DETAIL ''', • 3/0447 . L 0000•43900.4t_TA - : - ' . : : . • ,., ,'. - „ :. . iG Tuxvitt.k '9 1995 catrEn L IIEADt3'L7ht MM. b' -e', WIDTH Mel: 3'-0' PER 4. INSTALL FIRE BLOCKSWs • STRINGERS TOP LEO 10065 '.1 BOTTOM 4 ADJACENT WALLS) PER LOC 2. TREADS' S' MN DEPTH, RISERS 8' MAX NEWT SEC. WW2 3. O4 RAIL MN. 34' TO MAX. 38' AEC NE TREAD 5: COVER USABLE SPACE JIVER STAIR WIN NON, HANDRAIL ,I Vl' MM. TO 2' MAK CROSS 5A3• TYPE 'X' 4W9. FER UBC SECTION DP ENBLN 41 I0• MM CLEAR FROM G. Gl1EUEDIATE BNIISTERS SHALL ISEEPACED WALL, FE1UR4 RAIL EMUS PER UBC SEC F0069 4' APART NET OFE2NFW,+FER WC SEC 5083 GABLE END DETAIL 2x4 LUUPOER • RT. CEILBi: L4E (TYF. EXTERIOR WALL CONSTRICTION) BALLOON FRAME GABLE END 3/4.1-0` Vii TYP.GUTTER FASCIA FERELEVATIGN CI .dF TuL14FIJI TYP. FRERLOR WALL CCTBTWUGTION' D99 -0273 NOV i1 8 V.99 L�ifiLCl�.� JfliSTC$� ': HEIN JOB NO. : NOTE: DELETE FULL LL41EN FINISHED DECK ELEVATION IS 30' OR LESS ABOVE FINISHED GRADE. 2. 2x2 5 EX OC (CL DIET. BTWN NOT s TO E XCEED 4 SOLID BLOCKING OVER SUPPORTS 5/4 x 4 TK CDR DCKG ATTACH LEDGER WI 2 ROWS OF 02 LAG BOLTS AT Ib' oc TYP. TJI FLOOR FRAR'11NG PER PLAN 2x POUT WALL 4x BEAM (SIZE TO REDUCE NUMBER OF POSTS • 2 STORY EXCEED OR POSTS • LENGTH • SCAB W/ 204 EA SIDE 2x C2' GREATER DEPTH THAN JOISTS) FINISH LANDSCAPE GRADE iOP OF PIER C T WITH FIN. SUB GRAD U (3' BELOW FINISH LANDSCAPING, U MM _ ON SOLID SUBSTRATE BELOW GRADE � u IIIISISI�IHOta <�` 111111 \ � SEE ELEVATION bil EXFOSED TR153 TAE (TYW) ROOF CONSTRUCTION Ey YP• DECK CROSS SECTION ® FRAME OVER WALL DETAIL 4fr-0• AOO- OEPP -TS T,n 3/4=1 -0' or30aTs L. L . � TTf T . • •,� ►Ilil!$IAIII$Ii N ' �1 BAAFEL • DODO b' ABU'E BAIT_ MS1L OR ABOVE BLOB{ NEIL TTPLCAL ROLE CONSTRUCT. Y MIN CLR FOR VENTING 2x BLOCKING WIN (3) 2 N' t HOES WTH SCREEN / TtP.GIfRER FASCIA PER ELEVATION (TOP. EXTERIOR WALL CONSTRUCTION? ? FLASHWG (DM 1 SHEET AV CBI. CR GIRVER muss (FER FLAN) ®SKYLIGHT FLARE WELL DETAIL WALL STID6 BEYOND DBL JET, ELOOC AA NaDED SEE PLAN SEE PLAN FOR TIP. RUE a RN DMENBIONS 3/4' FLYWOOD RISER I IS' HARDBOARD TREAD WITH EASED NOWEG 3 2x 51.4 .6 TTP. UNO. CENTER 6TU1GER W'M 2 - 2x4 81ROWx BACK TIP. NAIL WALL STR G RR UV (2) E. TO WALL 811175 5/8' iTPE 'X GAB. AB REQUIRED t SEE NOTES EELOU 2x KICKER PLATE TYPICAL ROOF CONSTRICTION TRRI PER ELEVATION BARGE BOARD PER ELEVATION 2X4 BACKER FOR BARGE - NAIL THRU SLIP FUEATHINCs WITH Nd • OL. TYP. 214 OUTRIGGERS • 4' OL WITH 24 BEIUEETN FOR TRIM TTP. EXTERIOR WALL CONSTRICTION! BLOCK!. AT CEILING LA. TYPICAL ROLE CONSTRUCTION TRIM PER ELEVATIONS BAG TIP SEE ELEVATION 2X4 BACKER FOR BARGE - NAIL THRL SIEANMG PTA WA • OP. TIP .4 OUTRIGGERS • 4' oc WITH 2x2 BETIIEEN FOR TRIM J �\ HL6 Cf 'OO.AT OUTSIDE FAO? WALL • v IMO W! 6NEAR UTALL SCHEDIXE I ,~_ ISSINIT1!$liTiiY►/ r. \ EXPOSED TRIES TAIL J (TYP. GUTTERJ i ' ,• ' FASCIA PER ELEVATION EAVE DETAIL 3/44-0' VE DETAIL BANEL D(IEND b` ABOVE BAR. MST, CE W' ABOVE ELOIN N EUL (TYP.ROOF CLNSTRUCTIWU 2' not CLR FOR:V@TTTW BL 2' U: SCREEN I EEE ELEVATION (TYP. EXTERIOR WALL CONSTRICTION) MP. ROOF CONSTRUCTION) 2' TIE) CLR FOR VBOMG HI • 46' OF, AT OUTSIDE FACE OF WALL UYJ ON 'AFAR WALL SCHEDULE 2X BLOCKS* IOTA (3) 2' HOLES WITH SCREEN SEE EXPOSED TRUSS TAIL (TYP. GUTTER) OVER-1M. I• FASCIA PER ELEVATION FER PLAN TYPICAL ROLE CONSTRUCTION 2' MIN OLR FOR VENTING HI •N 48' 00. AT OUTSIDE FACE OF WALL UNO (N SFEAR WALL SCHEDULE H ECF£BN 2' • XS BLOCKING TTP EXPOSED RAFTER TAIL T(8104-Q7300-01 (TYP. EXTEROR WALL CONSTRICTION) iutetio 9 coven SHEAR WALL @ PERPENDICULAR TO FLOOR JOISTS 3/4447 1/070-0017049 L SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 3/44 17070-0817047 SHEAR WALL PARALLEL TO FLOOR JOISTS T93/44-0' NAL FLOOR SHEATH. THIS AREA U.ITH d • 6' o.c. EDGES {4,,I • IV or- FELD BLOCK ALL EDGES i0d•S'oc.. FLTWOOD TO BLOCK. Bora, PLATE NULING PER SHEARUALL 5C14EDWE PANEL EDGE FIELD NALAG PER S. EDULE TA ELOCK. BLOCK ALL EDGES PANEL EDGE * FIELD HAIM PER SCHEDULE TOP FLAM NAL. PLNR BWEARUALL SQ4EDULE TIP. WALL CONSTRICTION WITH GALL SHEATHING FER SOMME STANDARD SHEAR DETAILS & SCHEDULE 17010-0617048 EXTERIOR SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 3/44 1707006170-01 BOTTOM PLATE NALNG PER SHEARLALL SCHEDULE 10 d • S' o.c. FLTIUD. TO Ril JORT PANEL EDGE 4 FIELD NAIL. FIR SCHEME DOUBLE STUDS AT HOLM. • CONDITION SIMPSON HOLDOLN PER FLAN AND SHEARUALL SCHEDULE ell1PeCt4 NC:LC0I4N STRAP FER PLAN AND SWEAR WALL SCHEDULE SEE ARCH. DETAILS FOR FOUNDATION corminore TOP PLATE NAILING PER SHEARUAU. SCIEDULE TTP. ECIERIOR WAU. CONSTRJLTICN 074 WALL SIMATHING PER W.44EDLLE TIP. TA FLOOR CONSTRUCT. 244 PANEL EDGE BLOCK. EXTERIOR SHEAR WALL PARALLEL TO FLOOR JOISTS 3/44 17070-00170-02 SHEAR WALL PERPENDICULAR TO FLOOR JOIST-OFFSET CONDITION (4 FLOOR JOIST 17070-G0170-093/C=T-Cr 17070-08170-11 3/44-0' rip. WALL CONSTRICTION WITH WALL SHEATHING 77170 SCHEDULE • TYP. TA R_OCR CONSTRUCTION ... ANCHOR BOLT PER SI.EAREALL • SHEAR WALL PARALLEL * ' TO FLOOR JOIST-OFFSET CONDITION ()SHEAR WALL HOLDOWN 3/44 170717-06110-61 3/44 17070-06170-24 mmca_ awl cowman,. arm e4EAINP47PER SCaECULE 1•P. TA 70002 004370477107 BM'TCM KATE NALNG PER SHEARUALL SCHEDULE - TOP PLATE NAIL. SHEARUALL SDEDULE 047406 02T PER SCFEDULE SEE ARCA DETALS FOR FOUIDATICN COMDR./5 SHEAR WALL PERPENDICULAR TO FLOOR JOISTS * FOUNDATION 3/44 17010-08300-01 rrPcAt_ CONSIRUCTI. WITH WALL S4EA44ING FER SCHEDULE TTP. TA FLOOR CONSTRICT. BOTTOM ELATE NAIL. FER SHEARIUALL: SOEDLLE TOP PLATE .LNG PER SIMARUALL SCHEMLE 0474 BOLT PER SCHEDULE ace ARON DETAILS Ton FOUNDATION CONDITHONS SHEAR WALL PARALLEL TO FLOOR JOISTS 0 FOUNDATION 3/•4 17070-03300-02 TTP. TJI FLOOR CONSTRUCT. 1717. oatmoR WALL CCNVIRECTION • ILIITH WALL SEAMING PER SCHEDULE sorra KATE NAILING PER SHEARNALL SCHEDULE TOP PLATE HALING FER SHEARNALL SCHEDULE CRPPLE WALL (PM) SIM ARCH. DETAILS FOR FO.NDATICN CONDITIOB SHEAR WALL 0 CRIPPLE WALL 3/44 iraro-osaos-os SHEAR WALL CRIPPLE VVALL - INTERIOR 3/•4-0• SHEATH ORFPLE SAME AS SHEARWALL,ABOVE CRIPPLE WALL (PI, 6) SHEATHING PER SOMME PANEL EDGE 8 FIELD NA.L11. PER SCHEDULE ANCHOR BOLT FER WEARWALL SCHEDULE' (2) .4 BAR CONT. CDIV. 4, - CITY pr TLA APPROVED NOV 1 .8 1,999 . Noltu _. _NOTE .ALL NFORIATIGN OP4-TWIS SNEET 19 NOT NEC70544A041..71 INCORPORATED tt4TO , PRC:WECT. 000110INATE 1,U1114f*L440 . . . ; 1100043300-04 cc) co 2 o L c 3, 0) • _c c c:4 (0 . " 4 c Reasvis b...orry OF TUIetinA • - 9 1999 Ci. _co PERMIT CENTER •-• ' TT1LE ' . 11111111111111111 1 - 11101112 1001111110011111011000 SHEET SWAMI/ALL PER PLAN b $+EAR44.L 6C.11E0II.E DOABLE STUD BOTTOM PLATE NALMG FER 64EARZU4LL SCHEDULE VI MOCK. BEAM FER PLAN O r s HOLDOWN STRAP AT CRAWL SPACE 13 3/4'4 -0' noraaer 2e L 14 HO 3/4 •• EDOWN f • 7 STRAP AT FLOORS L L 17076- 06170-28 DRAG STRUT CONNECTION 3/4"4-0' UPPER WALL TO LOWER ROOF CONNECTION 3/414 1 O1O- oerro -31 STANDARD SHEAR DETAILS &SCHEDULE 17000{e100-30 1 TRUSS PM P4414 UATU 61*MM a PER SHEARU4LL SCHEDULE IBd To MATW SFEAR- WALL NALIKa Baal 2x12 WITH Wd TO I SE P•EARwALt. NAILIAYa eEL 4TO TOP PLATE PANEL EDGE t FIELD 4ILI1 FER SCHEDULE TTP. WALL. CONSTRICTION UMW WALL SHEAT E FER SCHEDULE INTERIOR SHEARWALL TO ROOF COND. HOLDOWN STRAP 0 FLOORS 3/44-47 rroo oasoc -sae \` ,, // =!-0• PLYWOOD ROOF CONDITION 3/4W-0' (2J K d d NAIL • 4' oc. • EA OUTRIGGER 6 d NAIL• 6' on TO TOP PLATES ( BLOCCIYs 2x4 OUTRIGGERS • 4' OC. WITN JOIST HANGER • TRUSS TTPIC ROOF CONSTRUCTION D99 -0273 CV STUDS AT EACH STR P .. BOTTOM PLATE NAILE. - FER SEAWALL SCHEDULE 51MFSa4 MST STRAP FER PLAN 4 SHEAR WALL S.M. i -Va• IIMBERSTRM4D LSL RIM BOARD PANEL EDGE 4 FEW HALM PER SCHEDULE 17P EXTERIOR WALL CONSTRICTION UL wALL SHEATHE. PER SCHEDULE TTP. TJI ROOK CONSTRICTION TYPICAL ROOF CONSTR]1CTICN H25. 46' (3) 8 d TOENAIL • TRUSS L5030. 46' oc BLOCKNG TO TOP FLATS -. d• 6' oa• BLOCKING BLOCKING PER ARCA. DETAILS SEE ELEVATION 17o70 ee170 T. EXTERIOR WALL CCNSTR UCTION WITH WALL SFEATUIIYsFER SCHEDULE • PLYWOOD ROOF CONDITION noon- oemo -1s k J3/4 =f-0' NOTE: USE 055 ON ROOF 3/4 OVERFlM1G FER PLAN SHEAR WALL o EAVE NOTES 4L RFORMATION,ON THIS SHEET 15 NOT NECESSARILY INCORPORATED INTO PROJECT. 'COORDINATE WITH PLANS. SHEET' TJI JOISTl' S ',PICA/ ROOF COLSTRUCTICN I425 TIE • EA 1RJe8 L630.46' d•.6' ac.• BLOCKING BLOC.. PER ARCH. DETAILS ,r A35 CLIP A "- - \PER 6HEAR.LL SCHEDULE f l a CITY OF THMILA APHOVED NOV 1819 Fib P <lli+_J. .',Iff 0G Di\ IHOi. TTP. EXTERIOR WALL COJSTRh^tICJ Wry w41_ S EATHE. FER Sc4ED115 ,IOB.,, No, SYMi(ThS & IEGE IN` D 1,17 / •--.9.-- -,,,,,p,,,, I - - SHEAR NOTES D99-0273 — S EARWA L i . C .H DU LE 111ilf,r13." , , f (1 WET STAN' r ' 117 i d . . " 1:7, A CITY OF T[intk APPROVED NOV 1 8 11781 t,Ora;