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HomeMy WebLinkAboutPermit D99-0279 - The Junction Lot 8 - New ResidenceThe Junction -Lot 8 City of Tukwila S- DEVELOPMENT PERMIT CL Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 377930 -0080 Address: 5611 S 150 ST Suite No: Location: Category: NSFR Type: DEVPERM Zoning: Const Type: V -N Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: Fire .0 South: .0 East: Sewer: TUKWILA Slopes: Contractor License No: TRYONCL013DH Permit No: Status: Issued: Expires: Occupancy: UBC: Protection: .0 West: Streams: (206) 431 -3670 D99 -0279 ISSUED 11/18/1999 05/16/2000 DWELLING 1997 NA .0 Phone: Phone: 425- 228 -9750 Phone: 425- 255 -6518 Phone: 425 - 255 -6518 THE JUNCTION -LOT 8 5611 S 150 ST, TUKWILA, WA 98188 TRYON CONCEPTS LLC PO BOX 146, RENTON, WA 98057 DON TRYON 14420 SE 84 ST, NEWCASTLE WA 98059 TRYON CONCEPTS LLC PO BOX 146, RENTON, WA 98057 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCTION OF A NEW 2,367 SQ FT SINGLE FAMILY RESIDENCE, 535 SQ FT ATTACHED GARAGE, 120 SQ FT COVERED DECK AND 100 SQ FT UNCOVERED DECK. PUBLIC WORKS ACTIVITIES INCLUDE: STORM DRAINAGE, WATER SUPPLY, SANITARY SEWER, WATER METER AND ACCE OCCUPANT OWNER CONTACT CONTRACTOR SS. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 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 Public: N ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 3,164.77 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature: Print Name: DC& - 7 -- aer l UW d_E;LE4..:- Date: 11:18:99__ I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Signature: \( f'Gtl Date: ! /AtA This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Address: 5611 S.150 ST SUite: Teriant: 'Type: DEVPERM Parcel ft: 377930-6080 CITY OF TUKWILA Permit No: D99-0279 Status: ISSUED Applied: 08/09/1999 Issued: 11/18/1999 *************************************************************************** Permit Conditions: 1. No changes will be made to the plans unless approved by the Engineer and the Tukwila BuildIng—aixision. 2. All permits, inspectioneppdamd„Ivi5r,oved plans shall be available at the jo Lo any con- struction. TheseAo0bilients to be ct'ind avail able until f granted Electrical pe L. sh01161o6tatricd:=1"thro(461 W4Ortgton State DivisAOrp'br'Laberand industries and 01 etTect"rUaT work will4. by,thdt'ageriPY 4% PlumbirlYZOermit,s shall be obtai fled through ' Seattle -10Mg County DA:pertinent of ,Pub 11 Health , Plumb i w i 11 )bc,. inspecqd by that agency,.i0Cludingall gas pipAng,o , - (296-4122),T „- 5% All mephanibal work sha1.1 be under separate permit. iSsued Py., the City , 6. 'All po'nstruc to be 'done, iriconforMance with approved plarlsand requyrememts 'Of, the' UniformA30-ilding Code (1997, lEditi as pmended,_UilifOrmjMachaOcal)Codb (1997 EdiO6p) and4ashington,StaLe EneOgy',Code 7. Vali:d'itY of'Yermit., iSsuance$of.a-permit or approval of .p.1,■ • - plaMs, spe6ificatiOnsaind/coniputattlons sh4I 1 not be , cori= - 'stru0 to 'be a: permi,tfor.i or ari approval6f, any viOlatto6 of apY, of the ProviSiOns,:of the bpIldingdode or of any otheord,i6aMce. of the jurisdicOori.,.'No-parmit presumf"ng tol giveqUthortty to violate or cancel ; provisfons Of this code Sh'all',' 8. Notifhe oF lukwi la BuilditigfDiyisiOn,Orior to placing,amy concrete. This procedure addttion Lo aroi."2' requirem6nts for sperial inspectton. 9. All wood ,te) placed concrete shall , treated wood. 10. Engineered ,trusa drawings and calculations' shalll)e'onrsite and available,to the building' insOector for inspection- purposes. Documents shall bear the ,seal and signature of a Washington StateProfessional Engineer.. • , 11. CONTRACTOR SHALL. NbtIFY, PUBLIC WORKS UTILTIYINSPECTOR MR. GREG VILLANUEVA @ (206)433. 01 COMMENCEMEN1 AND COMPLETION OF WORK AT LEAST 24' HOURS 1N ADVANCE. 12. FROM OCTOBER 1 THROUGH APRIL 30, COVER ANY SLOPES AND STOCKPILES THAT ARE :3H: IV OR STEEPER AND HAVE A VERTICAL RISE OF 10 FEET OR MORE AND WILL BE LJNWORKLD FOR GREATER THAN 12 HOURS. DURING THIS T1ME PERIOD, COVER OR MULCH OTHER DISTURBED AREAS, IF THEY WILL BE UNWORKED MORE THAN 2 DAYS, COVERED MATERIAL MUST BE STOCKPILED ON SITE Al THE BEGINNING OF THIS PERIOD. INSPECT AND MAINTAIN THIS STABILIZATION WEEKLY AND IMMEDIATELY BEFORE, DURING AND IMMEDIATELY FOLLOWING STORMS. FROM MAY 1 THROUGH SEPTEMBER 30, INSPECT AND MAINTAIN TEMPORARY EROSION PREVENTION AND SEDIMENT AT LEAST MONTHLY. ALL DISTIJRF3ED AREAS OF THE '.STTE SHALL BE PERMANENTLY STABILIZED PRIOR TO FINAL CONSTRUCTION APPROVAL. i. 1.3'. Driveways:, shall comply with City residential standards.. Driveway width :shall be. a 10' mi n-i mum; and 20' maximum. Slope , shal 1: be .a' maximum of 15 %., Turning radii shall be a minimum of five Feet. Driveways: shal1: `be paved for a 'minimum d:istarIce of 20' from. the edge - ofexisting road pavement 15.< Any : material 'spi l led onto : any street shall be 'c leaned up i mmed i a te1 y 16: :. Haul Ting: over 50, cy shall require application for a Hauling Permit prior to any asst» iated activity. Wat r Meter Type Water Meter Size ' r want i. 1;,, 4 ' Work Order '' wM , Connect ori ee s; Install p p i t' ,tsF '�I d' 1 Install D,Rpos;it, Plah Review e ° ins pec.1,or F& . Water Turn. rOr� ' "f`e'e v a Special Aas O t er Fe`e r tt� , r wr4 ; P Y Al WATER METER - FEES :�z, -- WATER `METER: SUPPLEMENT DEVELOPMENT; PE'RMiT` 'WATER : METEL • Appl i ed•' Date: F: OB/O9/ 1999' . Issued Permit No ‘D99-027', Status ISSUED i to Address: 5611- S 150' S Lo ti oh: Ad DIAL • WORKS Project NamelTenant 11 . 2 - l P �U t�G G C.L. injoT Z( Value oj_nst�il06n: ,its Tax Parcel N l � --` X80 Site Address: City, state /Zip: 5 7Xx 5 I Sc) 5 V tai (t; Property Owne— I R ory a K c 'pi ZZc Phone: 425 z7 r 975 Street Address: C it State /Zip: Mr /3c t eek -(!0 h wG } �o 5 7 Fax #: � Zs ZzF 743z._ Contractor: ,_,.r -- i t%oicceee7 - 5 �-c Phone: 4Z5 z c y 750 Street Address: City State /Zip: Address: / (46 Wem �zt tome, 9/ 0 `7 Fax #: 4 25 2 z, 7z3 E— Architect: Phone: Q( S320 Fax #• / S3 /,V rC", - 4• - Street Address j �D /7'k1��,0 �� oe Cit tae Zip: Engineer: e r ■f ` Phone: Street Address: City State/Zip: Y P Fax #: Contact Perso ---- 6� /eve, Phone 7Z 5 235' 6 Street Address cit tati : 5•,„ Fax �� Description of work to be done: ,Ve c ) (--{ a e Type of work: JO 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: 17 Sewer ❑ Septic (King County Health Dept. approval required - 296 - 4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: 'Z3 6 7 sq. ft. Dwelling sq. ft. Covered Deck(s) 5"35 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) (oO sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) 4 /6" *For an Accessory dwelling, provide the following: 1J1_< , Lot area Floor area of principal dwelling Floor area of accessory dwelling • Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF TL(' WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 SFPERMIT.DOC 2/13/97 OR STAFF USE ONLY Project Number: t -- 010 Permit Number:: t - tJ Single - Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC-WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk Cl Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone in Hauling ❑ Land Altering: ® Cut So cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: in Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public Storm Drainage ❑ S treet 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 apealiopQcce Da pl lion e re : Apayogen by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWNER OOB.AUTHORIZED AGENT: Signature: l Date: efi, 7 Ci Print name: / )A) 14/) PI19,R 2 -" �a11/ .., �� 1 ��� zs�s y� 9 ` Y / Address: /`/ ( (l� //, 66 O f "` �� City/ tatei ip: 1 � eJ` (/'D 5-( /t� C cP ALL SINGLE- FAMILY RESIDEN PERMIT APPLICATIONS MUST B UBMITTED WITH THE FOLLOWING: DRAWINGS PREPARED B :4 REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED WA SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H - 16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ ❑ Foundation plan and details ❑ ❑ Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered 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 ! 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 ! AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DOC 2/13/97 Account Code 000/322.100 000/345.830 000/345.830 000/386.904 000/342.400 412/342.400 402/342.400 401/388.102 401/386.520 401/342.400 401/343.405 000/322.100 000/345.830 " tad+" i. o;> x'ys. {• ?te':3;i�K' ^."J,'aYYY!:. �.'[•Z +, PPI'Lr..'.14.4',;41:0, g'Z'iti41;7.4,Vi:.. :Wn.''1.y II *************************************** *********************** CITY OF TUKWILA, WA. G\ -- y c � TRANSMIT *********.************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TRANSMIT Number: R9800190 Amount: 2,092.95 11/18/99 12:22 Payment Method: CHECK Notation: DON TRYON Init: TLB Permit No: D99 -0279. Type: DEVPERM DEVELOPMENT PERMIT Parcel No: 377930 -0080 Site Address: 5611 S 150 ST Total Fees: 3,164.77 This Payment 2,092.95 Total ALL Pmts: 3,164.77 Balance: .00 *********************************** * * * * * * * * * * * * ** * * * * * * * * * * * ** Description BUILDING - RES PLAN CHECK - UTILITY PLAN CHECK - WATER METER STATE BUILDING SURCHARGE INSP FEE - UTILITY INSP FEE - STORM DRAIN INSP FEE,- SME /SSS WATER CONNECTION WATER INSTALLATION (DEP) WATER INSPECTION FEE WATER TURN -ON FEE LAND ALTERING PERMIT FEE LAND ALTERING PLAN CHECK i T:T ;T' 7.: " i�fiq : .� 'F :.;. �11t a • � "�'•;;` '� • 7; • • Amount 1,648.95 20.00 10.00 4.50 15.00 15.00 20.00 60.00 150.00 15.00 25.00 72.00 37.50 B940 11/19 9717 T i1TAL 6443.49 .r,-cw�- . r,T, •,� � f r •k*11A*i*A•,14.*4 Al •'r•A• **..***A4AaP*'%r * *n *k4• k6 +0A* isd�fiAA't.11. -tx LI'f O F fUi14I3.ta'. 14 i 0961_17D:1 f itf?f,: ta'�'f*''kA #A• *A•A“*A * * *A•.A* A *f•*•A**A•A.AA*?r* Ak* 714*4**�;�_1•Ado•h* AAA i . i O t i ((�' / O t �.1 1 (.' � 1.8 �if, -1°9:5° d' {t fai�834I'L Number:: 119Q00122 tamt,�tni,: Payment Method: CfiECI't...._Mutation:'...1' YO I:;OP• {CCPTEi _Irtit:,.Ti..B Permit Ma: I199 ~0279 1Vt)H: 0l:t13'EritM DEVE3..t Pt4l.NT PE:RMI1 f e t a l F ci t o rs , 2,725,27 i n i:: Pz vment; 1.071.82 1 uta ! ALL Flute: 1.071.U2 13a3iArtCP .t;.. * A1k^• AA**• k• AA• AAr4. 4* 1AA• AA'AA A- k# AlrAAk* A 10 AAA!A *AAAAA.AAAA4 ***FicA6•k •A Accoarttr Code 11egcri ut iori rainottr,t 000/94:1.690 PLAN C13E CK - PE:3 1.071.832 5854.08/11 9717 TOTAL 7699.30 ( PTA c iial ..... L._ o f s? To tk ll14 / tIr l jAvl s4 _ Za;e_cr: 00 Special instructions: ' Fi (-f— TH/467 fri 4' 11 6.402_Ap tJel t ! Rab Oa P.m. equester 4.495s•.... INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspector: (206)431-3670 Corrections required prior to approval. c-e-93-74 Date: opt c e) / 1 .A/ 0 $47.11 REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: CO SEA t4 • P r - ne,•.A 'Al C-.7. - • E (ua`r* £ . 1,S 6e-p4rtit_ 1^►9cr-.(4 V-... --1 -• 0 . EOV O DE (n" CL be caerv4 Cli t-- - 5 ' xi-k_. C4)4r c. 0 CC A-Q . cil a.r><Q. ,, J c , 7 GG O1Jtz£_7 l >,/ S 6 is (L. P Lclaeb T24aci 5 W A ex 7 Aove - 56q -cr Lx e..✓9.e2 i 44 € €e - Kal e J //t(c-.7 6 ( a4R 7Z /4_- 0 "ie,4 /'9/4- // f _ I Project: ) t. )r)Cf LV)— L UT - Ty a of Inspe tion: r - - � r , l = - ot4 lc t. ,c ddress: S.. / S t Date called: k0 CO. / Special instructions: 1 fn Date wanted:m. (.0 - / '" p.m. Requester: Phone: LIDS • lnspe INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit D PERMIT NO. i 206)431 -3670 pproved per applicable codes. ® Corrections required prior to approval. 0 $47.00 REINSPECTION FEE REQU ' ED. Prior to inspe tion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: l Date: r.� COMMENTS: �� f j pection: Type o t a w p, a Addr t // s / 50 573(16 144%4 y Special instructions: 1 ( 1( l Ic tt I (( 11 1 1 o. I( 1/ 0 O 0 /j (A/ - °1& Project: - r - � Q.. ) J n C �� f j pection: Type o t a w p, a Addr t // s / 50 J `fi Date cal led5 /�� / Special instructions: Date wanted: a.m. 5330 Requester:— Phone: , `2 S - 253 N. ti • INSPECTION NO. ....enw.ern..mx ngna+ur_.NSwmnnr.M.VAIMMOS RirAi"R :` INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 • D 9 -62 PERMIT NO. (206)431 -3670 Approved per applicable codes. E Corrections required prior to approval. Inspector: Date: 3 / 3 J. / 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: ere . \cnc C — La Type of Inspection: pvA PA IIJ\ ( Address: C . - 7 ) C o 1 1 5 I ' - i-- Date called: 16-- 0 Special instructions: 1 100 , i i p SS k2 Date wanted: a.m. Requester. T P one: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: I nsp Date: 5 .49L0 40 -te $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 6 + 7 CYI Ty of Inspection: n n , _ , l i r � A dress: ray Date calll i.., l oo Special instructions: Wf b Date wanted � ��—� ! p.m. R e e er: 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 r,- COMMENTS: Approved per applicable codes. 0 Corrections required prior to approval. 0 $47.0 INSPECT! FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: Inspectio In f Inspectio 1 b d b ressi i , ( 591th , 9.. Date Ilr st 4 67 /..ekz 7 - Date vt111: 100 - ,-.46 - e s Phone. =,-- 7 ... :,. .1..,......- • Me tr ' 6 7)-te4 l'I ?gig' /(XortC. 4:LCP P j ct: .' a eot Loi 3 Inspectio In f Inspectio 1 b d b ressi i , ( 591th , 9.. Date Ilr st Special instructions: Date vt111: 100 C P.m. On Requel i (\ten Phone. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Ize INSPECTION RECORD Retain a copy with permit Date PERMIT NO. (206)431-3670 proved per applicable codes. EOrrections required prior to approval. /9 op 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: Pr(&,ct:, VAC na LI Type of Inspectioii: 1,441P44.4ce 00X 6cAet, 4,e4c4 f,irsvc-4 7). t w Address: 56/1-S I r0 C1 Date called: Special instructions: ,.•"---- Date wanted( p.m. Reqwts.r:, Phone: Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tulokila, WA 98188 PERMIT NO. (206)43,1-3670 Li Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: Receipt No: Date: Project: .. AU.A(;l�� A(.. L� Type -o Inspection: r���� ( A i /Q r s 7R1 ,' e _ 1A 4.e- .- ,,P'Loia.e4A- Afldress: e_,-1- '9 (9i( 5 1 cti l y .,l Date called: i )`'i 11 (1 t c -t-C /AV (42/ L. 54rlCee Special instructions: Date wanted: ()J / RI h.. , p.m. Requester: . i n�i _Ji , icl-hD PC a ADM) 6 assn's C Phone: 2_. ` COMMENTS: 0 A bi) Sv PPO7e r V AlPE,C .7Z/ 5:7S /Q r s 7R1 ,' e _ 1A 4.e- .- ,,P'Loia.e4A- (.9 Ler /V `�. . . I, ' J/- L S o/ G C C2',4 7 A (1 t c -t-C /AV (42/ L. 54rlCee 9 - '6p 5raP CiZ < Dom,(/ ,,C. / av,itc 5,0.#7Ci' . l cE e0 4 1 5 5 1PE C S o cil icl-hD PC a ADM) 6 assn's C /Axe 774' C c,,, l) W/ /64iU f/P7 r _ / z s A/r,4 -,e K_A17 (6 ,x i -iii ;. lit e; 0 7 - �. ! Insp e Date¢, r� � L ` v).. r«_ I w :, .r. s..+:aA:T7.'.eAL'ttiv�w w::- a:y++•.r INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 f' Approved per applicable codes. Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: PERMIT NO. (206)431 -3670 COMMENTS: /V77) 0/ / ' Tiy (7) 0 �. i ra - 27 z w .,C.vS to // Z72. —�-0 5.'4 •47 c.e s.wce A720-)/ y t - � 0 (74 /v �/� �/1/ i' .4777c Brie - .5 /4 ( • - 1:1, p 1.° . "a' $ Vr 61 ,01 % r ell s , - r . ° .sr I+ r : 1 • - ri A► ' /A_ 77 Requester: Phone: / r _ , / P ect: Type ec Ion: A I . s 'c Date called: Special instructions: Date wanted: a.m. P.m. Requester: Phone: / ti ... INSPECTION NO. ,r, refry INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Apprgued per applicable codes. Corrections required prior to approval. Datg9 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Ins Receipt No: Date: Project: • Ty of Inspection: t -r r r p rm . � gar - flcn - N Address: 011 -5'. 1503* Lsr4 Date call d: Li I v J oO Special instructions: Date ed: ��) it W a.m. p.m. f Req er: - i r () . . Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: *goo ettiti 4906 claeL4\444 e ra - -PA et Are t 4J-.J Inspector: 6" Date: t y/ J 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: /20 Dg A.,/,<PG- /A- lizie, (o/c° 5/7 / Afrfoie 6 :7 /4.15,ge-7 c.e.-ge-a-es.,47 7 (4)C- r - 0 4bD gc oc/-c /A_((io/s7 mei — s 7 o da-eitf g 134 • Requester: - 1--- \ U0 '0 Phone: I ' * , e.0 61 Project: , # F Type of Inspection:, 1 C\€0( Watt , Address: ._5/a9 II 5 i a) Date called: Special instructions: Date wanted: 4 - O0 p.m. Requester: - 1--- \ U0 '0 Phone: I ' * , e.0 61 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. PERMIT NO. (206)431-3670 Corrections required prior to approval. Datt e El $47.00 REINSPECTION FEE REQUIRED. Prior to inspec ion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspe Receipt No: Date: 7 11 tirlf Proje Type of c ,f't't `C_ A : ( ( '" c I Date called: Special instructions: p D 1'r POST T Date wanted: p.m. Req `: .....sT+w.n.«ew + nw.uawu. weltmen ert ..� +r uvevamst mmsrogoieretOPx 102 M, INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes.rrections required prior to approval. COMMENTS: 5.. , ©xec ,, rg . JS A/0 7z Ate t oose, • Dat 7 / $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 ct: r tnn T of Inspect�i}o°n: A dr e l S, I �' 't"' Date cal 2. 3 J b0 Sp instructions: 1 /04—g Date w ted m. R u er: --- nr ki isv) 4 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206)431 -3670 orrections required prior to approval'. RC.2_ COMMENTS: "Op A/5 62 P1 -9 Ar (za-ge46 eta ,L/4 /c S ( " ©6. 7 (, t O .4 (14cc. lil�ffiFt/ /2f.Rb 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: COMMENTS: O D / c 7 17.yr �.4 r (..n1 C�.trvil.e, a - -v x(wt.� k r /5 57t Ug t✓ & " C/o 4 OW a .t l y r.-t - . -ep, 1 The e TO l i .s j ii; w/11 (;(l r- `" / w/0' 4I(4 ( ProjectL Type spection: Qtivt40,y65. Date cal ed: / I / - 7l Address: S(o4 i Is() Special instructions: i0r f3 Date wanted: I // ©1 CI 0 , . m. R r 0: n Tr I Or Phone: r. • INSPECTION NO. moss xWroMtTelt. aSPrH'SXlM3.YiY.imagiCW...om L`.if7G 1R`FlittWil tlIMATA 2. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila; WA 98188 Approved per applicable codes. PERMIT NO. (206)431 -3670 Corrections re red prior to approval. Inspector: Date: V 0 / 1 .,. $47.00 REINSPECTION EEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: ..—_ Type of InspecricinT Addr es,Ss: 6/) 5) / (7/4 Date called: l 2-2` Special instrudtions: /'. CO 410 Date want Z— • • Requester:ecii: Phone: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 •.1.!.... • -:•• PERMIT NO. (206)431-3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: A -.LAG ANL El $47.00 REINSPECTION E REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: IfVt6 T of Inspe ti fS1 %n (0 Address: tQ (( S_ ( Date called: la. - (g - aq Special instructions: Date q q q a 'j m. Requester: ))' Ph n e �✓ ut: 4t4 i' to, INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd, #100, Tukwila, WA 98188 .► I PERMIT NO. (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: -- t. „, /Zs 6,9-2 / A/01-e P.405 C)1111` r ,ti? 0 Date: 0 $45.00 REINSPEC ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: P 'ect 7/../ " 71, 14 0 Type of lnspe on: dArp 1 ..."ej . 3 + D called: I M1 ,.......„ Special instructions: Date wanted: *I /c1 q P.m. Requester: b ox, Phone: 1425 ss _ sig iP INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. s (206)431-3670 proved per applicable codes. El Corrections required prior to approval. COMMENTS: 7ift--‘2 14474e4-, 4 7 grci c4, Pm.c€5 ,, /-tfr - e,€(6 1 7e 4'0 Date:/,n 7 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: • • • "`" • • e 1: •-•1,,,,,,,or».t.41Tear'•14414ifsinet0A, e,.i.01.4iX04.k•le4,tiutriver,N14.A4Ar4707-rZarT4ioir04,,k,-;,AA:(iv,;,3•79,3;ka,r4Taw, 11.• City of Tukwila Fire Department Project Name 71 .1, Address IC OS' CC. /0 , i S S Pr C. Authorized Signatiire TUKWILA FIRE DEPARTMENT • FINAL APPROVAL FORM c i • 0 )ci • 0 0. 0 03 Permit No etain current inspection schedule Needs shift inspection ) Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: FINALAPP.FRM T.F.D. Form F.P. 85 John W Rants, Mayor Thomas P. Keefe, Fire Chief Suite # •I Date Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439 PUBLIC WORKS PROJECT REVIEW COMMENTS Project Name: The Junction Lot 8 5611 South 150 Street File #: D99 -0279 Date: 11.09.1999 Reviewer: L. Jill Mosqueda, Q /Projects /The Junction /junction lot 8 D99 -0279 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 ....vr +. �:•t ( VU.t. i•: a; tn,' �s '.w'.:RSli2•%r:Yr�.N,r....W.ncn s.r.rcavw.�. «..w..w+ plans for Lots 15, 17, 19. Please refer to the City Of Tukwila Sample Residential site plan I provided to you. You need show information once. You do not need to label an easement twice, side by side. All of the temporary and permanent stabilization requirements should appear in one place. The construction notes is a good place. 3. Existing topography you show on the plans should come from the As- builts for the Bergstrom plat. 4. Proposed topography you show on the plans should reflect changes you expect to make in the existing (Bergstrom) topography. If you do not expect to change existing topography, please state that on the revision form. Please provide separate cut and fill volumes that apply to each site. The plans should reflect these volumes. 5. Public Works requests specific temporary and permanent erosion prevention and sediment control on the site plans to inform the contractor, who usually does not know the specifics. Since this site is on a hill and is not permanently stabilized, it is important that the builder know exactly what the requirements are. Refer to the King County Surface Water Design Manual Appendix D. Please state the specifics given in Appendix D for the temporary erosion prevention and sediment control. The Appendix provides seasonal time lengths a site can remain unworked. The Appendix also specifies Wet Season dates and requirements. 6. Please refer to Appendix D, as named above, for the specific permanent stabilization requirements. 7. Residential driveway accesses are limited to 10 -20' in width. Since the accesses are already installed, you need show only the paving limits and dimensions. Q/Projects/The Junction /Junction lot 8 b99 -0279 November 8, 1999 Don Tryon 14420 SE 84th Street Newcastle, WA 98059 City of Tukwila RE: CORRECTION LETTER #1 Development Permit Application Number D99 -0279 The Junction — Lot #8 5611 South 150th Street Dear Mr. Tryon: If you have any questions, please contact me at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D99 -0279 John W Rants, Mayor Department of Community Development Steve Lancaster, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, the Building Division, Fire Department and Planning Division have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Far (206) 4313665 August 11, 1999 . Don Tryon 14420 SE 84th Street Newcastle, WA 98059 RE: Letter of Incomplete Application #1 Development Permit Application Number D99 -0279 The Junction — Lot 8 57XX South 150th Street Dear Mr. Tryon: c_ City of Tukwila Department of Community Development Steve Lancaster, Director This letter is to inform you that your permit application received at the City of Tukwila Permit Center on August 9, 1999 is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. 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, i l2k16 6 QL , 1 Brenda Holt Permit Coordinator encl File: Permit File No. D99 -0279 John W. Rants, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 Memorandum • Date: From: 08/10/99 Moira Carr Bradshaw Subject: D99-0279 The application needs to be revised to show the following: Throughout site, roof eaves are allowed 18 inches into required setbacks, increase the yard setback, where necessary, a minimum 2 inches. Front yard setback of 30 feet on second story portion of project is required. Minimum side yard setback is 5 feet — fireplaces are not allowed to encroach. =1: ACTIVITY NUMBER: D99 -0279 DATE: 11 -5 -99 PROJECT NAME: THE JUNCTION Original Plan Submittal Response to Incomplete Letter # _ XX Response to Correction Letter # Revision # _ After Permit Is Issued DEPARTMENTS: Building Division DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: WRROUIE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Structural Review Required n n yl. {+• <.. t.. �.n �I.. w-.,•.:.+ aw. �. wy.«.. no. C!»+ rrfN+ r....nx.w•...rm...n:r....n..... Planning Division Permit Coordinator DUE DATE: 11-9-99 No further Review Required n IIn Incomplete n Not Applicable n DATE: DUE DATE 12-7-99 Not Approved (attach comments) n ACTIVITY NUMBER: D99 -0279 DATE: 10 -12 -99 PROJECT NAME: THE JUNCTION — LOT 8 Original Plan Submittal. Response to Correction Letter # XX Response to Incomplete Letter # 2 Revision # After Permit Is Issued DEPARTMENTS: Id ng Division gi .� IbU is W R 10Ci 11 9 ub R �S''7 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved \PKKOUTC.DOC 5/99 ccord. PLAN REVIEW /ROUTING SLIP /Jv Fire Prevention •►1 Gi (o Structural Incomplete Approved with Conditions CORRECTION DETERMINATION: Approved Approved with Conditions ( 4- I mAtbd ( REVIEWER'S INITIALS: DATE: Planning Division jo—t c f 1 7 Permit Coordinator DUE DATE: 10-14 -99 Not Applicable No further Review Required n DUE DATE 11 -11-99 Not Approved (attach comments) DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Comments: ACTIVITY NUMBER: D99 - 0279 DATE: 9 -21 -99 PROJECT NAME: THE JUNCTION - LOT 8 Original Plan Submittal XX Response to Incomplete Letter # 1 Response to Correction Letter # — Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete n Incomplete TUES /THURS ROUTING: Please Route Approved ri \ PRROUTC.DOC 5/99 PPJrrnt' PLAN REVIEW /ROUTING SLIP Structural Review Required APPROVALS OR CORRECTIONS: (ten days) MO Firp Prevention tYi Structural Approved ri Approved with Conditions DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Planning Division Permit Coordinator DUE DATE: 9 -23 -99 Not Applicable No further Review Required REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE DUE DATE 10 -21-99 Approved with Conditions ri Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Pu lic Wgrks &Aged Complete Comments: Please Route \PRROUTE.DOC 5/99 ACTIVITY NUMBER: D99 PROJECT NAME: THE JUNCTION #8 XX Original Plan Submittal Response to Correction Letter # DATE: 8 -6 -99 Response to Incomplete Letter # Revision # _ After Permit Is Issued DEPARTMENTS: Building Division In �1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES /THURS ROUTING: , .... ?'',`'..,.+. " ?"+::�.'t„' err rid C0od. � PLAN REVIEW /ROUTIi SLIP Al Fire Prevention 8 Structural Incomplete Lfr wiQid - (111 «� Structural Review Required D�- APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions n CORRECTION DETERMINATION: Approved Approved with Conditions REVIEWER'S INITIALS: REVIEWER'S INITIALS: REVIEWER'S INITIALS: Planning Di vision Permit Coordinator rw DUE DATE: 8 -10-99 Not Applicable No further Review Required n DATE: DUE DATE 9-7 -99 DUE DATE Not Approved (attach comments) Not Approved (attach comments) n DATE: DATE: c1 City of Tukwila Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: ()ICI 0219 Date: /0 /0 Response to Incomplete Letter # 2 0 Response to Correction Letter # 0 Revision # after Permit is Issued Summary of Revision: Project Name: Th t JDPid1i*) tfif 8 Project Address: 67tx S 150 St Contact Person: Dan Try oh Phone Number: John W. Rants, Mayor orris OF TUKW U► lin 1 2 1999 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: EK in Sierra on I Q" ta 06/29/99 4300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 Date: 1Icy Sheet Number(s): City of Tukwila Department of Community Development Steve Lancaster, Director St t Ik .I l...lM14,r m}:44H4e.li Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued Plan Check/Permit Number: Project Name: 01 % IA Project Address: S I x)e, 6 1 50 Contact Person: DPI 114101 Phone Number: Summary of Revision: ■iaV IcT)/( Si 04\ P~ C,1{(1/4 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on C I - Deter--14-- 40,0 vr,0 s , 0 „tc.stge" D9q -p277 John W. Rants, Mayor 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431.3665 City of Tukwila Fire Department Fire Department Review Control #D99 -0279 (511) August 16, 1999 Re: The Junction Lot #8 - 5611 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) Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd John W. Rants, Mayor Thomas P. Keefe, Fire Chief 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. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439 Resit ' 1ntial Sewer Use Certific ,__.on (To be completed for all new ewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections.)-- - Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The King County Council has established the amount of the charge at seven dollars ($7.00) per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi-annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge on this form should be referred to King County Water Pollution Control Division at 684-1740, (Please print or type) KING COUNTY Owner's Name -Q00 CO blc e (Last, First, Middle Initial) Property Tax I.D. Number g779.30 GG to Property Legal Addres. • . Subdivision Name -Jv IAG ±tO'^- Lot # Building Name (if applicable) Property Street Address City, State, Zip Owner's Mailing Address (If different from above) 1057(Rev 21961 Subdiv # Block # 57)(X � , / � -(.', S� i v K"t.J t LJc 130>e t4c Reid:foci._ Lac 9 057 Owner's Phone Number (4,r) < _ Za3 775 Property Contact Phone Number (42c 728' ?ITV V Party to be. Billed (if different from owner) Party's Mailing Address (if different from above) City or Sewer District Date of Connection: Side Sewer Permit # x 0.64 = I For King Coun Residential Customer Equivalent (RCE) 1.0 1.6 2.4 3.2 • Signature of Owner /Representative Print Name of Owner/Representative Date Please check appropriate box: Single- family ❑ Duplex (0.8 RCE per unit) ❑ 3 -Plex (0.8 RCE per unit) ❑ 4 -Plex (0.8 RCE per unit) ❑ 5 or more (0.64 RCE per unit) No. of Units ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied Will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. p1Pc White - King County Yellow - Local Sewer Agency Pink - Sewer Customer 61'1'Y OF RECEIVED AUG - 9 1999 PERMIT CENTER c'iq crjiq . . . . . .. .. . . . .. . • • • I . • , • : • I: .. • • •• . •. • .;.•14;-•-i • • '7;:•i.•r , . . •• 7 • • • . . i .. . • . A . . (I .. . • • I • . . . . . • . • . . . . .- . . . • . ,,. .. .. . . . . . .: • - • ' • '• e, i..... • • . • ,•••• ....1f '74:,.... tV , , . , „ .....,,,, . . -.. . ,' .; '......•.i...;.; . m•Yef .:...[". •,:t . C ;."" " 4 . - Otz..%•1:'....tgil•:114,4.5.:!;51iiit.'44.:•-;444■•••:%C.T.:::•;•:.••••'■;itii:■:;••i2..4771A. t.,146.$":•''''"Xl'C':'";::■•■•,1:7.':C.I'..-tgr,;%gtr.'''''7.1.-1-.. . i \ ...4.4 • ili:1 • .t.4 ••' ;..44;- •: •... 4.•':.)±•':::"si'lli;47' .....-:.:.'-:...' ::""64.'-'1': a. ''' • . . .• .. . ,. .. n . . ..,,,friet4 : • . , .. • . . .. , •••• .• ,:.. • ••• .. . • • • , . ........ . . .. , . .. . • • • • • 6. •• • , • • f•.: • • •• n??,•: .• . • •". r. "'" • ••• " • '" 1 . • • • . . • • • : • . . " • P• •••••-. *".i • I .; • .. • •: • .„ .:• . .• • • • • .. • ;•••••: • . :::•. •,• 7:: • '• - - ' REGISTERED AS PROVIDED B tW AS . • . . • • • . . . . ...... :.•, -.:•-••-•.i.,.,...4„--, CONST CONT .. GENERAL • • . ' EX?. DATE ' • • .• , .:. . .. ••••:•:::..-:: CC01--.C.TRYONCL013D1•1 02./ 01/ 2000: • ' :...... , 7 ... 7 . ; . .„ : „..,,,., x. ,.,.. \ :::: ,-..,....z.-.•-• % ".- -:-.-• ....EFFEdTIVE DATE ' 03/08/19:98 , ' • ' - •=., ,--..,.., . • . ; . • 2 .. • • • 1 TRYON CONCEPTS LLC . • . . • - • • •••••.; PO • BOX .:14 6 .• • RENTON WA 9 8057 • • • • • . . . • • . . . • •*. •• . ". , • 'f• • .r. • •;« 1 ' • • • • . „ •:• . • - 7 - • --• • Signature QR AND INDUSTItA • • • • •- ''? • '• ' - *". • • • - . 4. • .• . ; • • • • • •■ •••■••'...; . :::: : . Kappler Architects Job No. 99024 -21 Date 7/29/99 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 CITY OF TUKW {LA PpROVED NU( i 1 Vi99 KAPPLER ARCHITECTS B u !mild ,� (,�S,( BELLEVUE, WA 99024- 21_Tryo #2367 1997 -7 Lateral analysis wor4S6041.15320 Long Wall NOT VALID UNLESS "WET STAMPED" "B" Default 80 MPH Default 3 Default (sd) Default (table 16 Q) 0 PSF Default Short Wall I 40 ; q i /12 SF FT FT FT 12 PSF Default 15 PSF Default 10 PSF Default RECEIVED 8 PSF Default clTY OF T U KV��► Nub g 1119' PERMIT CENTER Lower 4' not included Lower 4' not included 7/29/99 PAGE 1 DGIM 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 m. = Max element - story shear ratio square root r max = r / story shear r = element story shear x 10 / Iw element shear Iw (LENGTH) I P= WIND PER SECTION 1618 VALUE USED Ce = Cq = qs = Iw = -273 I n= therefore use DESIGN PRESSURE: P = (Ce) (Cq) (qs) (Iw). where: Ce = Exposure factor Cq = Method Factor qs = Wind Stagnation Pressure Iw = Importance Factor WIND EQUALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (1w) story shear 1184 11676 1 DESIGN CRITERIA FOR WIND ANALISYS KAPPLER ARCHITECTS BELLEVUE, WA 99024- 21_Tryon_Plan #2367_1997 -7 Lateral analysis wor421304.1415320 P= WIND FORCE TRIB.HEIGTH P(ROOF) 13.0 P(FLOOR) 9.25 P(LOWER FL) 0 P(GARAGE) 0 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 PSF 1740 42 11841 0.10 I P /LF SF REGErv'ED CITY OF TUKWII A AUG - 9 1999 PERMIT CENTER # FT # FT # FT # FT qq- , rrwr 7/29/99 PAGE 2 ROOF ' 12 42 40 20160 ADDITIONAL LOAD 0 42 r 40 0 S / S EX. WALLS 10 84 1 8 6720 F / B' EX. WALLS 10 80 8 6400 INTER. WALLS 8 82 8 5248 DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1 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 VALUE USED Z= R= Ca Rw= Rw= BUILDING LOADING DEAD LOADS TOTAL ROOF WEIGHT 0:3 Default 5.5 Default 0!36 1 , Default Plywood Shear Walls GWB Shear Walls PSF LONG' WALL SHORT WALL WEIGHT FLOOR 15 42 84 80 10 10 S / S EX. WALLS F / B EX. WALLS INTER. WALLS 82 40 TOTAL UPPER FLOOR WEIGHT ON MAIN SHEAR WALLS 25200 7140 6800 8.5 8.5 8.5 5576 44716 FLOOR S / S EX. WALLS F / B EX. WALLS INTER. WALLS 15 10 10 42 84 80 82 40 0 0 TOTAL MAIN FLOOR WEIGHT ON LOWER SHEAR WALLS 12600 0 0 BASE SHEAR BASESHEAR:Vb= (3.OxCa /R)W STORY SHEAR TOTAL WEIGHT W= 83244 BASE SHEAR: Vb= 0.1964 83244 16346 WORKING STRESS WOOD DESIGN 1.4. L:116 Roof (Upper walls) Floor (Main walls) Floor (Lower walls) Wi ', 38528 44716 0 hi (Plate Ht.) 18.5 9.5 Vvi x hi sum Hi x hi 7127681 712768 424802 1137570 1137570 Wihi / sum Wihi 0.6266 0.3734 0.0000 Vi 7316 4360 0 11676 TOTAL FLOOR FORCE: Vi= 1850338 IF NOILOV11Ef KAPPLER ARCHITECTS R BEI.LEVUE, WA 99024- 21_Tryon_Plan #2367_1997 -7 Lateral analysis wor425E 4.1415320 RECEIVED F TyKWI A a re � NOG - 9 1999 PERMIT CENTER za 9/99 PAGE 3 SEISMIC EQUALENT UNIFORM LOADING F =V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON F (ROOF) F: (FLOOR) P(LOWER) P(GARAGE) 1.33 # FT # FT # FT # FT ROOF DIAPHRAM CHECK TOP CHORD M= 46438 4907 T =C= 1160.962268 2 -2X4 10.5 2 -2X6 16.5 16d SHEAR AT BASE ANCHORAGE 1/2 DIA. AB 550 1.33 MIN BOLT SPACING 5/8" DIA. AB 790 1.33 MIN BOLT SPACING 9144yy. 541 / SEISMIC FORCE ALOW.Ft= #FT 143.64 # /NAIL 8.08 NAILS F (ROOF) F (FLOOR) P(LOWER) P(GARAGE) P(ROOF) P(FLOOR) P(LOWER) P(GARAGE) # /BOLT FT O.C. # /BOLT FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 99024- 21_Tryon_Plan# 2367_1997 -7 Lateral analysis wodt.58Egitt.1d5320 civ ,WIND FORCE 211 122 0 0 # FT # FT # FT # FT # FT # FT # FT # FT %ECENED err( OF TUKWILA po6 - 91999 PERMIT CENTER 525 1.331 698.2510K 7/29/99 PAGE 4 V W h Wh F ROOF 11676 38528 13.00033333 500876.8427 6395 FLOOR 11676 44716 9.25 413623 5281 LOWER 11676 0 0 ` 0 0 SEISMIC EQUALENT UNIFORM LOADING F =V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON F (ROOF) F: (FLOOR) P(LOWER) P(GARAGE) 1.33 # FT # FT # FT # FT ROOF DIAPHRAM CHECK TOP CHORD M= 46438 4907 T =C= 1160.962268 2 -2X4 10.5 2 -2X6 16.5 16d SHEAR AT BASE ANCHORAGE 1/2 DIA. AB 550 1.33 MIN BOLT SPACING 5/8" DIA. AB 790 1.33 MIN BOLT SPACING 9144yy. 541 / SEISMIC FORCE ALOW.Ft= #FT 143.64 # /NAIL 8.08 NAILS F (ROOF) F (FLOOR) P(LOWER) P(GARAGE) P(ROOF) P(FLOOR) P(LOWER) P(GARAGE) # /BOLT FT O.C. # /BOLT FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 99024- 21_Tryon_Plan# 2367_1997 -7 Lateral analysis wodt.58Egitt.1d5320 civ ,WIND FORCE 211 122 0 0 # FT # FT # FT # FT # FT # FT # FT # FT %ECENED err( OF TUKWILA po6 - 91999 PERMIT CENTER 525 1.331 698.2510K 7/29/99 PAGE 4 #N /A"0 7.5 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 _ #N /A #N /A #N /A #N /A 20 7.5 0 11 " 0 228 Mo= i 1 13660.89 0.00 20035.97 0.00 Wall(DL) ' 600 0 880 0 Roof (DL) 0 0 Mr= 1500.00 0.00 3226.67 0.00 T =C 1621.45 #DIV /01 1528.12 #DIV/0! MIN PLATE NAILING N REQUIRED HTT 22 #DIV /0! CS16 -30 #DIV /0! 8 INC O.C. 8.5 .17.5 4.5 0 0 81 V - Mo= 11391.84 2929.33 0.00 0.00 Wall(DL) 1400 360 0 0 Roof (DL) . "0 Mr= 8166.67 540.00 0.00 0.00 T =C 184.30 530.96 #DIV /0! #DIV /0! MIN PLATE NAILING N REQUIRED NA NA #DIV/0! #DIV /0! 21 INC O.C. SHEAR WALLS RIGHT TO LEFT UPPER FLOOR Load 211 Ht. 8 a z: 0 O u 2/3DL REACTION HOLDDOW UPPER FLOOR F O u_ UPPER FLOOR Load 211 Ht. 8 UPPER FLOOR TRIB.LENGT Load 211 Ht. 8 re w w Load 211 Ht. 8 Mo= Wall(DL) Roof (DL) 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED 2 /3DL REACTION HOLDDOW 2 /3DL REACTION HOLDDOW TRIB.LENGT WALL SEGMENTS b C 1 L5" 3.75 5284.28 300 17011 2501.25 742.14 NA 3.75 5284.28 300 1701, 2501.25 742.14 NA 2.25 3170.57 180 882 796.50 1055.14 CS 16 -30 5636.57 320 1512 2442.67 798.47 NA 176 C KAPPLER ARCHITECTS BELLEVUE, WA 99024- 21_Tryon_P!an #2367_1997 -7 Lateral analysis worUele34.1d5320 d SHEAR V WALL TYPE MIN PLATE NAILING 10 INC O.C. PECEIVED o)ry OF TUKWILA _91999 7/29/99 PAGE 5 I , #N /A!. 0 0 0 0 #N /A Mo= Wall(DL) Roof (DL) Mr= T =C J REQUIRED #N /A #N /A #N /A #NIA 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 #NIA #N /A #N /A #N /A #N /A 15 15.5 ' :20. 0 0 88 Mo-= 10881.28 14391.37 0.00 0.00 Wall(DL) 1240 1640 0 0 Roof (DL) 0 0 0 0 Mr= 6406.67 11206.67 0.00 0.00 MIN PLATE NAILING T =C 288.68 155.35 #DIV /01 #DIV /0! 20 INC O.C. V REQUIRED NA NA #DIV /0! #DIV /0! FRONT TO BACK UPPER FLOOR TRIB.LENGT Load 211 Ht. 8 Mo =, Wall(DL) c9 Roof (DL) • 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED UPPER FLOOR TRIB.LENGT Load 211 Ht. 8 Lt ~ F - c7 W 2 /3DL ✓ REACTION I-IOLDDOW UPPER FLOOR Load 211 Ht. 8 w w J 2 /3DL U REACTION HOLDDOWI UPPER FLOOR Load 211 Ht. 8 15i 19' 18120.01 1520 9626.67 7.5 600 1500.00 #DIV /0! #DIV /0! 447.02 753.68 NA NA 0.00 0.00 0.00 0 0.00 #DIV /0! #DIV /0! 119 TRIB.LENGT TRIB.LENGT Mo= LL Wall(DL) Roof (DL) - 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED WALL SEGMENTS b C, KAPPLER ARCHITECTS BELLEVUF, WA 99024- 21_Tryon_Plan #2367_1997 -7 Lateral analysis worlt28e41d5320 SHEAR V WALL TYPE MIN PLATE NAILING 14 INC O.C. I #NIA', #N /A 80 #N /A 0 26.67 0.00 #NIA #N /A #N /A #N /A 0 #N /A 0.00 #N /A 0 0 0 0.00 #N /A #N /A #NIA #N /A, #NIA MIN PLATE NAILING #N /A INC O.C. RECEI or/ O 014" p1iG 9 1999 PEgMVT CENTER 7/29/99 PAGE 6 RIGHT TO LEFT MAIN FLOOR TRIB.LENGT Load 132 Ht 8.5 Mo= Wall(DL) 0 2 Floor,Roof(DL u 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED MAIN FLOOR TRIB.LENGT Load 343 Ht. 8.5 Mo= H Wall(DL) z o 0 Floor,Roof(DL u_ 2/3DL Mr= See beam calculations for added overturning load MAIN FLOOR TRIB.LENGT a b c d Load 343 Ht. 8.5 Mo= Wall(DL) Floor,Roof(DL 2/3DL Mr= I REACTION T =C HOLDDOWN REQUIRED MAIN FLOOR TRIB.LENGT Load 343 Ht. 8.5 Mo= Wall(DL) Floor,Roof(DL 2 /3DL Mr= T =C HOLDDOWN REQUIRED REACTION T =C HOLDDOWN REQUIRED WALL SEGMENTS b c 2244.38 340 226.67 1008.86 STHD 14 2244.38 340 226.67 1008.86 STHD 14 0.00 0.00 #DIV /0! #DIV /0! 0.00 0.00 #DIV /0! #DIV /0! 132 4 11649.34 6 17474.01 14.5 `680 120 1066.67 2645.67 STHD 14 RJ 4 :5' 13105.51 765 135 1350:00 2612.33 STHD 14 RJ 1020 585 321000 2377.33 STHD 14 RJ 0 0.00 0 0.00 #DIV /0! #DIV /01 343 25887.42 1360 1680 8106:67 2222!59 STHD 14 RJ 32359.28 1700 5666.67 2669.26 STHD 14 RJ 0.00 0.00 #DIV /0! #DIV /0! 0.00 0.00 #DIV /0! #DIV /0! 331 25 3699.00 552.5 900 4 5121.69 765 1080 2767.50 653.99 523.15 STHD 14 RJ NA I' 9105.23 1360 2720 10880.00 - 221.85 NA 6828.92 1020 200 2440.00 731.49 THD 14 RJ 134 KAPPLER ARCHITECTS BELL EVJE, WA 99024- 21_Tryon_Plan #2367_1997 -7 Lateral analysis wor 2beX4.1d5320 d d SHEAR V WALL TYPE LRP AT GARAGE WING WALLS - MEETS APA TEST LOADS MIN PLATE NAILING 13 INC U.C. MIN PLATE NAILING 5 INC O.C. MIN PLATE NAILING 5 INC O.C. MIN PLATE NAILING 13 INC O.C. CITY i aus _ g 1999 PERMIT CENTER 7/29/99 PAGE 7 #N /A ' 0 0 0 0 #N/A "r Mo= Wall(DL) Floor,Roof(DL Mr= T =C ■J 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 FRONT TO BACK MAIN FLOOR TRIB.LENGT Load 343 Ht. 8.5 Mo= Wall(DL) <? Floor,Roof(DL 2 /3DL Mr= REACTION T=C HOLDDOWN REQUIRED MAIN FLOOR TRIB.LENGT Load 343 Ht. 8.5 w = NC7 zw 2 /3DL ✓ REACTION HOLDDOW MAIN FLOOR TRIB.LENGT Load 343 Ht. 8.5 Mo= cL Wall(DL) w Floor,Roof(DL • 2 /3DL Mr= O REACTION T =C HOLDDOWN REQUIRED MAIN FLOOR TRIB.LENGT Load 343 Ht. 8.5 Mo Wall(DL) Floor,Roof(DL J 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED WALL SEGMENTS b C 95.5= , 15.5. , 1 '. 19991.10 1317.5 2325' 18819.58 75.58 NA 25150.09 1657.5 585 14576.25 542.25 NA 0.00 0.00 0.00 0 0.00 #DIV /0! #DIV /0! #DIV /0! #DIV /0! 152 '25.5 15104.65 1020 840 3720.00 1897.44 STHD 14 RJ 13:5 33985.47 2295 2025 19440.00 1077.44 STHD 14 ; RJ 7. 5; 18880.81 5437.50 1792.44 STHD, 14 RJ 6293.60 1275 900 425 300 604.17 2275.78 THD 14 RJ 296 32.5 14561.67 5525 59854.17 0.00 0 0.00 - 1393.62 #DIV /0! NA #DIV /0! 0 0.00 0 0.00 0.00 0.00 #DIV/0! #DIV /0! #DIV /0! #DIV /0! 53 KAPPLER ARCHITECTS BELLEVUE, WA 99024- 21_Tryon_Plan #2367_1997 -7 Lateral analysis wor*t25€84.1d8320 C d 2.5 SHEAR V WALL TYPE MIN PLATE NAILING 11 INC Q.C. MIN PLATE NAILING 6 INC O.C. MIN PLATE NAILING 33 INC O.C. MOO C OF11fA ws 9 1989 PERMIT 0E0E11 7/29/99 PAGE 8 WATTSUN 5.6 1997 WA STATE ENERGY CODE CO4PLIANCE REPORT 07/28/99 NILE: M: \ \KAA \ \99\ \99024 \ \PLAN2367.W5 HOUSE ID: TRYON CONCEPTS #2367 Site: Homeowner: Builder: COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component Floor, Glazing @15% Doors AG Wall Ceiling, Attic Infiltration PROPOSED DESIGN' COMPONENTS REFERENCE 401 4.42 C R C AUG - 91999 PERMIT CENTER Struc Mass Light Frame, Sheetrock walls Analyst: NMS Jurisdiction: Utility: Single Family Floor Area: 2367 ft2 House Type: 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 Area = UA U -0.029 1702 49.4 U- 0.400 355.0 142.0 U -0.200 55.6 15.7 U -0.058 2438 141.4 U -0.031 1702 52.8 ACH -0.350 20908ft3( 133.9) Reference UA 401.2 Component Description Value X Area = UA Floor R19 vented Joist 16oc U -0.041 1702 69.8 Glazing @12% * * ** 2g1 vinyl clr /air U -0.049 292.7 14.3 Doors Wood 1 3/8 ", solid flush U -0.390 55.6 21.7 AG *all R13 STD Lap Wood U- 0..082 2500 205.0 Ceiling R3.0 blown Attic STD baffled U -0.036 1702 61.3 Infiltration _Standard Air Sealing;, ACH- 0.350 20908ft3 (133.9) Proposed UA 372.1 M- 3.000 2367 7101 Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. Page 1 WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 07/28/99 FILE: M:\\KAA\\99\\99024\\PLAN2367.WS HOUSE ID: TRYON CONCEPTS #2367 HEATING/COOLING/VENTILATING SYSTEMS Heating. System Type: System Efficiency: Modified Efficiency: Design ACH: Design Load(at 44F dt): Total Load: System Size(Output): Average Annual Heat: Annual Cost: Ventilation System: Cooling System: SEER: 4 F Cooling Load(at 4F .:=1.t) System Size( Annual Cool Requirement: Solar Access: GLAZING ORIENTATION PROPOSED South • ft2 Southeast : East : Northeast .: Eff S Glz: 2.5 PROPOSED' Electric: Zoned 100 9 6 - .100 0.60 26473 Btu/hr 26473 Btu/hr 11.5 kW (150%) 15700 kWh $ 864 Integrated Spot & Whole House , ! 0.0 0 Btu/hr tons (@125%) kWh/yr Partially Shaded PROPOSED North : 292.7ft2 Northwest : West Southwest : RECEIVED crint0FTUIONILA AUG - MS Micurr CENTER Economic and energy consumption estimates are designed for comparative purposes only. Actual cost for heating will vary depending on weather conditions, occupant lifestyle and other factors. Page 2 Kappler Associates Architects JOB NAME: JOB NUMBER Copyright 1994 6.00 5.50 1.00 5.50. ROOM WIDTH HEIGHT AREA QUANTITY - TOTAL AREA TOTALS ,NAME (IN FEET) (IN FEET) (IN SQUARE FEET) (HOW MANY) (IN SQUARE FEET) (IN SQUARE FEET) LIVING ENTRY DINING KITCHEN NOOK FAMILY TOTAL MAIN M.BEDKOOM M. BEDROOM M. BATH BEDROOM #2 BEDROOM #3 STAIRWAY LOFT TOTAL UPPER TOTAL GLAZING SQ. FT. TOTAL HOUSE SQ. FT. % 5.00 3.50 6.00 8.00 3.00 _ ..... 3.00 6.00 5.00 4.00 4.00 7.00 TRYON CONSTRUCTION PLAN #2367 99024.10 5.50. 3.92 6.67 5.00 UPPER FLOOR 4.00 4.50 4.00 4.00 4.00 3.00 4.00 INDOWT IN_FLOO 33.00 1.00 _ - 33.00 5.50 1.00 5.50 27.50 1.00 27.50 13.71 1.00 13.71 40.00 1.00 40.00 40.00 1.00 40.00 7/28/99 T 12.00 13.50 24.00 20.00 16.00 12.00 28.00 SUMMARY 1.00 1.00 1.00 1.00 1.00 1.00 1_00 DATE: BY: 12.00 13.50 24.00 20.00 16.00 12.00 28.00 RECEIVED CITY OF TUKWIa AUG ° 9 1999 POWIT coma 7/21/99 NMS GLAZING.x(s 159.71 125.50 285.21 2,367.00 12.0% 30' SETBACK FOR UPPER FLOOR EXISTING TOPOGRAPHY FOR ADDITIONAL INFORMATION SEE CIVIL ENGINEERING DRAWINGS RECORDING #19990726001980 NDICATES EXISTING /PROPOSED NATURAL DRAINAGE PATTERN CLEARING LIMITS TO BE PROPERTY LINES APPRX. 139' YAR TO BE RELOCA SITE PLAN FOR LOT S SCALE SUBDIVISION: BERGSTROM (THE JUNCTION) STREET ADDRESS LOT AREA 6.199 sgrt PLAN'': PLAN '2359A OWNER: TRYON CONCEPTS ADDRESS • 14420 SE 84th ST, NEWCASTLE PHONE • (425).255 -6518 TAX': LEGAL DESCRIPTION cS Q5 HOU TO BE B ILT GARAIGE LEFT SETBACKS FRONT 20' REAR 10' SIDE : 5' SIDE • S' N87'45 23 "W These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissionT not auth^ -. '•-`ions of adopte : crdinanc::. - sibility forth' 13 desig '1 the desii .:aletionc lase drawr date wi,I nee and t a resubmittc I 'logs for sL approval. Final accEpiance is subject to ..,- -Ction by the Public Works utilities inspector. Date: 8y' 5'•0' DRIVEWAY SECTION 4' EXP. AGO. CONC DRIVEWAY 25 SIDE IL TO STORM DRAIN STUB OUT IE= 190.00' SANITARY SEWER STUB OUT IE= 185:70' 2. 51$' CRUSHED ROCK 25 4' SIDE SEWER MIN 2% AND 10' -0 MIN AWAY FROM DRIVEWAY 20' SETBACK FOR MAIN FLOOR f S OF EXCAVATION ED IN REAR' OF LOT N87 °. � __ Al al. .., isimmisr •III �'J,� 1 5 AX. ..... I s [[yy /I 16'•41/. 2 ail DS. • = .GAR AGE - - o 1 is - _ r -19 , r , C.O. \ I i` MAIN FL. v. i 1975` W PLAN #2367 TEST TEE TYPE K WIRE 8 LF NOTE I. DRI i ! 5.15 DS i 2. 5D. PEI I D.S. N-I2 0 ' , 3. 595 OPOSED e ; T • POGRAPHY I OUT r �1 4.'WATE RI I i METE De 41 C > 5' CAOrR r ' n :11 METE SITE R"I it 6. USING BY• UREI? T I TO BE TRA , ' -W ON THE U CONTROL L TEMPO RY / TE SIDE THE LOT PER98 KC: <} SURFA EATER DESIGN MANUA - — —10' RE SETBACK) APPEN IX D. WOCD FN ° Do 1 ���I • A WAY PAVED FROM nth TO GARAGE; IPE OF 4' NON) ORATED ADS j TESTABLE in 15 6' SDR'' S 6R, SLOPE. CLEAN PER CITY INFRMISTRUCTUREI •ARDS 1 SUPLY FROM TO THE HODS WATER MET TIFE'1 SUPPLY 1 CTED 70 WATER SETTER' 1 LL BE ENTLY STABLE BY EED 4 MULCH Y COMA. TION JOB II. 99I50.14b PLAT FILE ". 99122.02 DATE: 08 -01 -99 SRU REVISED DATE: II -03 -99 MJM Kapp ter Architects, P.S. 13400 Northup Way, #33 Bellevue, Wa. 98005 tel 425- 841 -5320 fax 425 - 841 -5310 FIRE HYDRANT WATER SUPPLY STUB OUT 3/4' METER E= I9L00' WATER LI14 TO HOUSE CORRECTION LTR #__ RECEIVED CITY OF TUKWILA NOV - 4 1999 PERMIT CENTER D99OZ7 9 �Z � �� LF __. ��: � I Kappler Architects P 1 3400 Northup Way, Suite 33 Bellevue, Washington 98005 (425) 641 -5320 * Fax (425) 641 -5318 Tryon Concepts Date By - Desxete, ,,,if. ° R° °T° MN PLAN # 2367 n DRAWING IS ©COPWIGHTED AND IS THE EXCLt6VE PROPERTY OF THE mo - rrECT MN IIMI INN M\KAA\99\99024\9902405 07 -29 -1999 1637.21 Sheet: FL Workstation NathanS -- ML A � - i Kapp ler Architects P.S 13400 Northup Way, Suite 33 Bellevue, Washington 98005 (425) 641 -5320 * Fax (425) 641 -5318 Tryon Concepts Date By Description ". ° �„T� PLAN # 2367 TT S DRAWING B © C:OPYRKtHTED AND B TFE Exausrvs PROPERTY OF THE ARCIITECT NM No 0 0 r con M. \KM \99 \99024 \9902 07.29.1999 163733 Shoot ml Workstation Natr><,nS ®1' ��\ \x.11 8 5 yelit IF mak 111 I tt? I I UL • Kappler Architects, PS 13400 Northup Way, Suite 33 Bellevue, Washington 98005 (425) 641 -5320 * Fax (425) 641 318 Tryon Concepts Date By Desorption in Inns N ter PLAN # 2367 = TH3 DABYANG t5 © CCPYRDHTED AND 6 THE EXCLUSIVE PROPERTY OF THE ARCHTECT 1 0 M \KAA \99\99024\9902405 07-29 -1999 16:37'45 Sheet UL Workstation NathanS SHEARWALL SCHEDULE aim mxa a1Qar .[ v roi o1 auooio a1410f..M1 .20LVlG uvv wuw vet tl01 •01101•322i •OVO1 IF-T TFS Sa'•Y'. ra• O-A VP GAD OE SCE CR SdC5 SCE Sa COMER to ST•Y• ra•d rv'i Fr our no aces ca ro 5N••Y' rasa• fat-• G SY CROW SCES 02EDr FOR SE TES for •AP ra•�• A-L :. TES Or • Ar ra • 5' . Pr .1 ro W•Y' ro Wsg• Ib•5• ra .•• P.) 4r' OE SDE TES SAO' • 1•• Ya • )' 15 115E ). STUDS PANEL EDGES YES SA' • re 3 9 ra • IS 2 N- 1 -.-USE 3. ODDS ro 5a•.r• O/Rae ra•5• Ri Se S3C6 TM 5.1• • r• Ver 5 SOB p$S PANE EDGES P9.3 TES SFr •C ra•)' not J'. Yk1 'FAUirER I RECUAL .S01L' IIO )E'•.S' IIa +5' EDUL •Fle iron RPNNE 7u1 D FOUNDATION SHEAR WALLS SYMBOLS & LEGEND PO•.r LOAD•1•CM ADP.E a� POM LOA0PRoI AEOS 51• LOAD•G a row 1 ..o'reeeir1SG DWN a MNr LDb'. rovEn eo DCLrI u9 LO ADFG row La. numerero KOCER NAIYEIr KLD Dom YM SUM DESEALATIDN 4 3'/3, 'OFEL COED L STRAP • Me C O DEerAUTIG 'OF DE I wItiOLR mrall STU - Nac;O -TALL STRAP cou SUM DESOPATICk O oDICATES.OEY'T cro NpEl2D NFlE1r IXIplT 6 SNEAK WU. TTPE 0 SEA1r YIALL = um, AND. ENEWIL IYLL 3EI.Q9 151-ESS OTTIWRE NOTED. DONSERNG aN0 CALOLATKW ARE war pROVOra N ELSE comer. SHEAR NOTES ULEN OGERS7E NO ED ❑Fff fIRFQIA l SH...Lae* FOR ors. awe. . ffe MA Mf)TF3 l4L SILJAILLLS SpN OR TIE FLOOR F.,AII ARE FOR VALLS PI 7341TiLEVEL MACAU, S1Lml 500E01 1. AIGNOQl GE IS TOR 4 YPANEL59 CTiT• WERE PO S, NAILS P LS ARE NOT DE • G• OC I IS PER LE PA LL NAIL? MAY DE SPACED • r' OL[M•O. ] 9•EFE' T El 6 Luaus ARE MOT NOT A DE E es +J D OEM! i1yEAR DETAILS DO NOT APPLY. Y. FOLLOW M N I1DG E O11FE9•RiTS. A. PROVIDE TIID STLDS AT ALL NOLD 009N. LOCATIONS • SEE DELFACTURBRS RECUREMELS AN3 DETAU Tor FIG wee OF IL112001 SRAM AID CMECTOR FOR poor. •er.u.e of S. ALL RYLOCO DRGTPiM SLAM.. SW/ or MRED ICI LOCALLT CR vERIICALLT d SW EDGES SNAIL EE SAGliD® AT mom or SIDS eroomo kyle soecuE .. 1 CO TOT was.r NY.S MO seem.. • STARES CR 50E52 AL NCR AN ...FTAEIE ALimaroE TO NAILS FOE:DESGNATED SHEAR WALL PANELS LFLESS'. PIE:- APPROVED DT THE EOZDS.G OFFICIAL Rx I ROOR'SNEAnNN1 ROOF. SFAIRI• VW 073 IPA RATED SEATING OAEILAT IP Er ISESM Fr CLEAR !STEER PANELS /0 ALLOS FOR EaPANSEK I44w SMALL EE w AT A• cc AT PANEL EDGES YO Ir cc AT MEFdIEDYLE.*PPM . PONCE EC. CLIPS • 51• OG • ALL i•195TCR1® EDGES. Al I nn..• E DIAAFKI SIEAR.I C.55.N.p+T 1 FLOOR SEAllaCe 3. CDR TG APA RATED RIZOOD HOLM IALED YO OUZO ADES. STALL COMEDTO APA SPFLFCATCN AEG 0. PRTAOE TG EDGES AT IOC PA Et. EDGES NNLN's SW.L 3E UId AT: S•. R AT PA16 EDGES AIO d •c AT NIERrmuIE S PPCRIE Aau•• c DURRAPI SEAR43•113.Rbr S M ELL° SHALL 3E LAD 11/ FACE GRANPENPEDCA-AR TO EUYORIS YD SID MAIN FLOOR SHEAR. WALLS 5:A1+ w'd.rT UPPER FLOOR SHEAR WALLS 5.1• wA•r4 SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS W 0 U 0 10 z a. 6 rb 8 Y .IDS nD: 9902.0 1997 UBC S3 • HMI I Bdrm. #2 12'10'x10'1' Bdrm #3 .' 11'9'x10'1' DRAWING INDEX Al. CODE NOTES sc�UAKr;' FOOTAGE 'A2: FOUNDATION A IN FLOOR FRAMING MAIN FLOOR ` ' ..1205 SF Al - "MAIN FLOOR PLAN UPPER FLOOR 1162 sF A4. UPPER FLOOR FRAMING A5. UPPEI ' FLOOR PLAN TOTAL 2320 67 s � sF A6: UPPER ROOF FRAMING R PATIO .E. 535 sF : A7. ELEVATIONSBUILDING ' & - SECT El. MAIN ELECTRICAL A SQUARE FOOTAGE IS MEASURED' TO THE C O OUTSIDE FACE -OF WALLS. STAIRS ARE E2. -UPPER ELECTRICAL G9ED ONCE. AND GARAGES Ate ALCULATIONS. o .' DL STANDARD DETAILS v�L' AC IN C S NO "c LUDED IN CALCULATIONS. D2. STANDARD DETAILS Si. LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL ;SCHEDULE 40'•0 Nook wird Gara Livia 13'6'x12' Entry Hall FILE COPY - I understand that the Plan Check approvals are subject to errors and omis §ions and approval bf plans does not authorize the violation of any. adopted code or ordinance. Receipt of con - tr actor's copY of approved plans acknowledged: Date Permit N' tEPARATE PERMIT' ' I REQUIRED FOR p MECHAFMCAL KARAM CITY OF TUNPRIA BUILDING' DIMISIONI INGO • Drolobit -ClitLAGEIthil2)ilitektiX1.4**IX, WA/1016.1.162.* • • - • "". raikeromm. F:....o.,....1)Vi711r.• -7E66 6 T44 161, ,6 itAdry,Maki oteerdaterapatii Said airara • , ..i.larioida.iiy.tokeiro 15 PargIrg,t0 bent 3/4' Ade 640 63.3 0,06 adbo is leandeato Ark Atha MatAlatiAectlat oho , trima.ers'recimarit respired 5. 6.66666 ... • - at , " ten.. yam • r Combaaar/Cores for capie. ledigof epartIcaUore. *Y.*. ov■Or It • , • - !Coadinatosithoatartale drnhaolectIon, echs.10. , • • .- 66 ...Wet 661, I•altRI 4 '''' 464.74 7 .. - . - ` %,::;;;;7""r 971 la dem ...Ad and* ;a; thr sztaitoeidils of ' so.g daerb. In and fan Is by aultatret. of ths warn. ARVIRECT5 fro. oretS ..... -..0 thd ahana . .. . 3. Auticatted repeocbalcso .. beer t..... of KAPPLER AR:WM:C[13, P5 .. , ' r1r0 aran711=1:a * b:i'o d Irta! ! !! '" . ,.,. • .. • CA.. orlhe clew. each.. Is to . 6.i.. 9, ths ...cal kasha of ths • - 4 " ' 77 ' 77*771 77 " b l t7 ' ' O .6.6 416,77• .6.d p ' ta If: .tr.P. ctrarig t itii ‘ d an seerttriir: . erco all data. or coedit. of constnetbns. CassUors gerenally ark. d _ wchltaaltrallastAgn trarnt and to constructiontectracai deialerg Aden N. assinge. Aa . , ci..4,,„;., d.b.a. tionoretations, end revision ari an part of the cont.. oasis. KApikaa Aixosint.cre, means. aisiT. be l 2 V iable . and eitAt, har a corassuenual d . '7 " 7 ' ' 77"b1"7 " 4 * a T of 60 1 ,, ,E*.... -166 PT ' ' - mitrirtha7 a = " =1:istrI2s1T=t fr reom f• t s= 656 .3* 6 .0 ' 5. Do not v. orsiodily t. a.k.a. excapt with written induction from KAPPLER •• ARMITECPA Report deasparcles, and ditalass to Karrizie ARCHITECTS . , P0 • . __,... . . • . fireplace. and ecociframing. All toads to be eh 21 above finplaoseepeniny'for 666.6.64- • . . Dupla. built flush mith Us mall, Are. loader height 6 for every , rosary , .. - , proJectIoniato On rocs &Due to the nahreof conin.on ara Ilis ..... pro.. thee,. be bidder .19n . c .... co ..................„. o r to g ..... ........ woo ..., 4 ,,,..J...., in . , ..........,..„,, or ms. id. URI.. as folk. hick sal - 6 side sa. - 0, hod inalf -, V. and Canada/0o. *deo. of the builellealts, c.c.s ard awed.. This -...... bundle ...Is liak therefore st it .Contrador/Ooter resparbility to praviZ;;; , a .. . . ' 06 0. 6 lo . , lEM fitting. <v..* o.. Tolicl. Ma oarual cr an %wed a.... control. Deeper fully open. dell have hos coordhate decifIcationek.ang product ...Um end Intallat. or Anode gotitor tor ISOPFtER ARCHITECTS, Pilaw... re liability or rosparbIlity fa dead.. or Conf. • • , ard urot ...Iv,' twat.. KA FPLER ,P.S.Asenn .97 liability a reap.... an'. may b. called , o ....go, i t. . referel by marufacturer as dant.. Ken for • .7166:1 Gv. b .a rojo:d „. rt.., , T. Do not suite thsse dr.. for aUcal dirooi. Var. all dionsion and dm. .fons mak and be rospereble for that &caned ancl rep. discrepancies Cc-T. -•••-• • Angel • 2, on toddrager to floor frabg as rot. above gads... to .- •„. pin.* to the a.niteci. ionsclates. disting.ti from adJacon flooring material • 0 ... 4 oo. 4.01 ba ore cora;octio tha from Profta. • Pi., asood roof dall 4.0.3.d.d gaped by • 1 k P l.=r anion Ot.rwee seted dawirgs. , 1. Einem.. c•ontraalon Jobts: 1/2 asphalt lepregoted felt as boated per drama. ard .4.16 L Ancha pat at 6 OC, from saner and J.a max embed...1%1 loo. par pIf " -EP , • . L Garrotes 3 sad.. • 690 psi A 28 days , 2. Ands...rat corenten for oposed aggregate flinsh.shadl, 3 sacks. • 2500 pal A 28 dene, . 3/8' nand aggegato • • • ' A.betares 41 All concrete stall have sate re.A. admixture. except fa footings. , Q At siartaint..11.3-86 all cab.. noosed toloruthar. ••• C. Coloring agora • . • • , L Coordinate with material. '344.. idea. Part 3 - Ems.. • CA.. a ma • 8.1. ContrnarsIOner Is repast. for coordinating work eith thst of al trades toes. .„ do, P 664 66 .1*** 6 . 6 . 6,111 6666 h dot Ate, A. operable doper, cu. to be located h ths front a. aqua. safety precauttons ad dec.. nog.. to do 6 work , - T • , •5 9. Except as specifically den. !Metastatic. for all d•Sfidtion,alderevlatiae, . .. , - , . • , ' and supplessreal d.nniats .11 follaiaccepted stari.ds. , bye. . • fIrepboe .■ malls nsliforaidelth•4 barb at 6' oc each. and bea.9 tridettrbable It Ai work.. the cat. repro.. that a h.. Wrobrde for Usinspective •••.• , • , so ... ra ,,,,, aa la nt par ehapt " and at , • aternacaLtsemaAtiostrmormattrc, L ay. crawl Taos acct. rouser 18 x 24 recess per 11130 23113. ' boast. arol esatior-otrip per sargi tr ex.. spa. u.ar wood ' tab' , 11.2.rd • 2. Pro.. attic accosts, nano 30,31.30,b6ro hobairoce, at !robots:Ob. .. 66 . 166 0016 86 55,6166 6 . 0 6 apaaaa par a „, anaa accordanos enh all State Laos a. lisgulauaw Sad val. codes ironed by - reepAament , , ' .'Jurisdictional reepiresents and local - ussc.. odi • • :Anna. Apodion that .91119.9901,4 GYM tO jUrhidlet10919 1.11.1.19199. AY Cron space velt..tmlneastrot area be na I sf.par sf. solar f.or ann. Operates plac. as does. Via carers A practical and dell provide arose irontilat. on at least toe a...tab opposite sides per motion 23113. • rs). ,Attio ainitaal rot areallAil be not lesithol 1 ef. par 50 sf. or • attio aro.o, po a. atuo eroair 1/2, tro .ornt aoa v21. et wan 3. rbon. , , . the plate the per 1.1.15C saaton 15055 and stogy rogarsients. .., I ,661 ...ter...P. to.. P . 4. 51.6 all deal. ,S9ira, airman, and pet. soy fr. building Minion V, per • 0. root. . 2.' PrOvide,Connoporass Control* - includhe eroofon rods. eaface sater convol dens cons... per Jarisdialonal nsoubseints 5. Garage/1.e occupancy separation • t AT Ge8 .. separauce free garage to toune.11 bo of Ms construction, and be on the garage 4., and extend .d-Al to roof shsething. Ito .11ng Joists, wah,posts and tone supportiag ob.. above dull be covered .5/8 type.`, CAB dema PAng area is aberve. garage.. 2 lay. or In` tgas Sa CAB at DAbial 2 .sse and U5C, 302,4 ard 10 BRE WORC 13/ Docr.... garage and hone.. be tigiefitting, self- dosing • solid wood door INV thld per U.13C. oecuon 301631 EallattEREAIKEES - p 6. star asst., • L }tough gacang 4' below MIA g.kg Ai 6 C,) 3 per UHL. se... 606.5 2 Poi. wading divelce crth"'"' 5/ At private tread 9' tearai,. M rod. AI otior AA tread 11 T 34' sib. and 3V4. abovatiar stair section anCi notlesa than Le' cr 199111 Ow 3 12, hall 91911189 99d 419h re9111. 9t aach d par • WIC. cacti= 10065 , 0) frMU nr. btocking at top and botton of Arlrger epan a. wall along..sr per U.150. east. 19821. ET Coos usable apace meir star with 5/8' tgee COL6. • • Lat.ty.Os..a DuAwaltar *aft* - provIds 5/6" tyce 0 or * 9,age shesienetal path ...Joints al ...Mg. to shall! . arra. shall be self closing solld StrOct. provided for ...nos ally and do not Sply thin coo.. structural anslyob tab been done mt. swarm Al Trues Loading: Load • Top chs. lots OItEL152716240 ioad 6 po T. chord dead Aaek (20 Al, if tile/ ta2LtELLI .-.1420.1 TOTA. LOAD 42 psi 52 Roof live load 6 psi • • C./ live lead 40 psi 192 feat ane con., Inns load . pei • E) Ilec.loal u. reign providod by socuractarar F/ .04 80 ...posers Rs•5 assumed Earlhaelan late 3 Albaoble eoll presearon Ude. a eale report by a csuillfleci engnear provietsd, all footaigs fourclatkars Mall boon near. 2000 psi bearing csPT . 4) Equivalent fluid prow.* psi. 0 Prided.. PAplaces .and Rael Esedg App.. tolld beralg. appliances rows airUght stoops, Ma.. -stoves, roas .starseinaplaos sta. Factory built floplacem, and'f tap. inserts, and all dal Candy alth dap-anions of Sect. 3041-3046. LIML 15/ Medi Clineye Ado. abo. the story , ths applancer saved locat., in sells lovbg as hair fire rake/nut rates. with a apace . co all sides baaiest deny and arcloond oath sufficed for examkrat. ard repat for • 026._-,5EIXER2e626ift Part ,2 - Rock. L, trigs. syn. Beklar dr. • aTirogl ".:= • L _C:zdidat. mitiroaterlai,finish sanction acted. D) At.. Ath ed . 66 T 80 . 60 L Cocrelbato..at.al. aelecten achnitike . , • ET Ftelabrloated fireplaan, atone ie`addi corp.. to bear 111- 02300..1.4MeG6eila .1060 seal of apprOval aad . *tat. Pm 6 66. 11 . 6 Part 2 - PrOd. F) shall an.. at Isms 16 Front pr . to each nide of . ty i tt .. rotan ' ettrol:A= . 31ra l i rg 2. Joint roe,: coos. s tidos 9 guess whe I-I/2". leas than mall Waned • PaA 3 - Execs. L Per UBC Cropte 21 ' 3. Excavation. bac:Mang, .nd corpacting fOr structures as needed 4 ExAvation backfilling, ard comps.. fa pavement A roeded. 5. Haul.. depo.1 of caravel.' material as needed 6. Importing or material as assend Rbck normal as nod. L .1c, road, ad parkkg paving: A Adult 2 class B, over 3 cruded rock or 2' ATB. C. Ca.. per Division 5 Com:ante . material. falleh ...Ion eds.. 2. . Pa1.91r. Cad.. with natarials ..48i al ededun. 3 Payment oareng L Coordinate .h materhals frith SalICUCTI 023621B1130.E042.285E3EGE FM 1 - Rod. L elubdrainage systems A F.AtIce mirage 4' 006 perforated pipe .4630 A Exterior cattlesin gates, and hares L Coadfnato eaten. fl.h **notion ed..4e. B. ..rts. L Co.inate with eat.. flash aelecuon C. Drain ppo ADS nat-perforated tight Mtn 3. Sanitary tweagseys.6 A Sewage collodion I. 8' PvC odes, cast hon o rioted B. Sept. sy Par otos. of bidder designs.. t Part 3 - Exece. Subdratage antes A 5loper to dah and Arard In eel dra.g .erlal per details. . , DTA. 3 + ^ • . • . apparfloauon Coen.' plate con.. - - - . diaangs. detflacto be Annaba, teintequeet - n , .1. • ;,'..,',141.&.'ii„„It! i'l.t, 1 , P .,.. d F;i1r. iiid ..rilitillie■ la 44 'r '- badaig, Ind tracing shall . oinif b., .3 • . . , hamajit not nano than • above thin floorma• tl.p.C. enicuon 3 • ' ie. - pri LBC.Cimpler 24 '''CornatBastil 1.0 .1 ielkatelirorrt, Amain cover deta UGC Cispter ..,, , 42 Feelar a...4; .,, ant= col.; lee i 0 fa.. rer Ia.. d 1.1: 1 Mord sicused 1 • , ••,.• ta, •• r ',' .. '''.'-', ,... , . .7.. .' - .. t.r. J... ....... bea.....1... 1 . 19 .9..... ,,, .1.... A colon 1 coo..to rah... n4 ...4. . , . ' _ • .; .,. -, ' • -', ,,, ',' ' •••• ..., ' . , '. . . ; . t 6 . ..1 . T . t 66 pe . Z . Z.... 0 , 6 ,... 66.6 6 . 0 6 , .. 1 Pm 416 .9.• 5. 564.1. Coordinaus oith inatenale en. ...Ion .rockat ,- • ' • 5 Post to .t footkigacorsiscUat Ittovids pan. treated post and positive commotion ' , ..... ..• eamErumtaia codrouoata'aith natantala riot. aslant...adult.. L Coady.. note. fire. ma.tion Penars/planteAnanshfg. Coordinate elth materials sol.t. ached. 2. Concrete...my 6116: grade C111, mins ei.s per dodge .epeolal anne: L Coordinate with material. find select. s.dule. 1 votary ants (gine bl.k./ A Exterior lonauonai nanwargi L Coordinate wnh material. finish se.t. schedule B. Interior beat., nansanfg. L Coadnits isith matarlab fink. sdect. echeiciee 0620._84220.21ESEICAL. Part 1 - Rod. e rt Ms ' 4431 13111LDPIG MATERIALS' list a de drawngs L laid and vs. 2. Mandan. roofing A. 3-p hot sopped A Brick verde .11 be appl. on footing, foundation or . other noo-combustble opports. 6 den .ve B rlt backing . tree at I par ea. 2 ..-Averser. Provide I part nano ak space batman vane. and backing,. approved Ad. at Nee of vereer, im usc. and 3.43 rand wed.. at 32' co at the ba. of Anse ...Ins Roe de air space to .enor. veneer shall support no bad other than Its an weight and de vert.1 .ad wad or An. above. • allt612.11121re.WEREL. • B. Per LBC Oopter 21. 2. Concrete marry mit (CAD Pat - Product A Ca.. mason sat a616 .11 be constructed to conform to A5111,0 It 91 be I. .ing, See 4. TSPICAL 1BUILDING MATERIALS' let co the draining. Id tp, reinforced, and anchend at Poen on dad.. 2. Trim A See ths • TYPICAL BUILDING MATERIAL S' let al As amble 3. botrttn A. fee tte TYPICAL • WILDING MMERIALA list on the drawings. 4 GU on A Sos t. 51.1113.* MATERIALS' IM on to dodge. Part 3 - Ex.a. L Intfl par mansfaarrer, naconnoidation and Chapter 15 ...LOC. catamatie L As dean on dawn.. A Ester. locations nennehlfg L Crx.hate rah materials. finish W.. ed... 6. Motor location. rossang: L Coos-dna. with .erials fbeh .leaton schechle. 1 Store vote. A Ears Eh. Vase, . 130 DIvelal 4 DivISICN 5 06,050 METAL PAST90*5 P.1 - Prod. L Solt. Me 619•0 and shapes per deg, or as needed f nand.d pspoese. egtaBO__DEIEL-EEBRICAnCli P. 2 - Rod. L .dralls a. gads. Provide b sins ard buttons as down per chg. END DIvISION 5 , 10000 AND PLASTIC5 0603 PAK. CARPENTRY L Framing Luolaer. Rani. Ilar. 6.11 h thW6L 13. Med4 grading nen r .t coast km. re 6, latest oat. AIIKI, and ..15%. A Joist . altars. (2x6 g)F1-ff 2 cr better_ • 13. tor. and Mangos. fix end tenger, DougPir 52 or .ter. C. Post arid bribers Darg-Ft • a feuds, plater, and A.1191* framing Herr-6112.g steeds. E T41, .21 nionolase. Per marufactrAr. • E Gin hatband asia. • 2, Cont.. or aienden 2:0 Ne6 DS/Cf . ' L G. Alf other Otand. or b.ter. • , • dand board (03151, APA guided. r - I. 0611 see 'TYPICAL 13U11.DROMATERIALM list . deal. Flomanaallivi •oo-TrPIOAL eUILONGHATEiRms Lesroo - K As noted co , . 2.. eatock, boad Aro, - L bracing. seranadat ...-Vsisescannste .11. by eaboadrariaand FlOeie!... Alf4rirl•k".=o; - aa 'r j r :Iroasat-al ' _ co. std a. 41..4 car Th truc. rci to Ma in Allr L r.4: of Chap. 23 of this UBC, satins shall confan to tab'. 23-11-5-1 a tin UBC. NeIght ardepa.j ...mu cont., 23-106 f th uec.. itocednerte with materials flesh seloction schedule. 4. Stair ard hand-all by weSepayggSespEalM • P. 2' , L - -. A. Com.. with material. M. senetion ached. Milborkand casing A., Coordinate atth oats. S. select. sae.. tie ith tar. selec..isdub. - • 01002 ase. Manta . 5. Bookcase! arbl shalves A Coadinate nth materlale finish select- Ion adledule • , 6. Plastic lonnate and aolki arra. material: -• ' A Load.. in. natal, eds.. rah.. END DIVISICN. - • - .46.1 MER•- AND MOISTURE PROIEC11. *ray.i-on asphalt amnion Part 3 - Exocalon I. Ds (I) coat per LC 14024 Asps.. 1513 eltie-YrEMS.,41Q-ARBEId92513 P. 1 - Prod. L .ind co.. 6 mil poly... black 2. building wrap see th. 1141ERALS • let on th ckawings. Part 3 - . t bee DR enemy requirseents. En2a9JESLAnal P. 2 - Product Megtass I mood be., bloom extruded pointy-ad A .16, L the 'TYPICAL eliwto MATERIALS" list on the resgs. B. L iroe /WI./ BUILD.* MATER., list cn digs Pbor. I. See the TYPICAL BUILD...MATERIALS' list on ths digs. D. Poundabay Pero., - 2. Inoulating foam. A &oda. eealant foan Part 3 - Etas.. L 5. dive. rh anargy 1011.1919111. Part 2 - Product L. Gaugs galvanized pref.. L Atall per Chapter 14 .5 of tto UGC 01100 R.ITIS*WECIALTIES Part 2 - Rocha L Vents, A Roan ve. narufa.red L Cooramm with matertab sels.lon shed. B. tnehrooe nanufaaured by, L Coordinate with materials M. selection aoloaa.ilo. GAtarn A Ca.. ant pr.c.a. L Sty. K pro. 1 C.or. Mat. hods A 20 radar.. atonal peacoats. L Co. Match faacia 4 0n • to dain 01800 ars Part 2 - Prod. L Manna. A. Coordinate nth eatable h. senction dhadulet anwe§F.Atanisa.cAlitaa Part 2 - Prod. L Ce.g A Styr. butadare caulatig (5512) I. Colon Match aiding 613 DIVISION 1 Dive. 8 DOORS AND 1.0003 0E000 111000 DOORS (Loser Level, Main Level Upper Lev. L Pa. 000d .as A. Coadlnate sith mtarials finish Weatasdisdie. . 2. Rush wod dod A ...to with entente coldirsok.ion soh.. 3. Aileand rat.... A. Coorcente arAstarbis 4. Patio doon A. Coordaulte flat selection ,, L Othri A, C.d.. anth materials itin62/5radLICCIZOSE0 Part 2 - ProdAtts. L fed. glen door: • - •-• A Load... hatariale eelection scholule. .age door. Atiesftt feens avbice 6042 L..rabsts anthi.erlab salec.ri DM6109 . I 1.18465 Part 2 - Rodt. L Lien. 566 i •rPiCAL CUILDING MATERIALS' list on ...legs. A 1 L CoordAte aith Contr.or/Ostre nabrial 21 C.4,9 . TSPICA. EUILDA0 N#1IALe .II.t on ..661,36- . A F.t I. Coordinate with nat.'s.. select. sa..s. A Nes die es regAred. L Sae ave. 0602 misc ans., requirements. Waurproof .6 as req'd at eat or damp perU5C.259 4. lbidaboard or dur. at all tile loos.. MOM/ 5. Metn comer bead profiler L Coordhate 10. materials nild Pat • 3 - Exace. L Apply A regubsel in USC. Chapter 6 . Teas 2 and 251.1. Nail cc Ares in place, pa tables. , • • • _ 0.00 111 Part 2 - Product L Coarato, tins A Coordinate adh watarlals finish schedule. Part 3 - L RAS to wanufactuvr, nscamendation. Efftitigi2D-ELCOMC1 Part 2 - Frod. L Two A G.A. with materials find ¢atifESE.11.16 ELCQE1* . • ' P. 2 - Rod. LT • . A. Coordinate sehmatariale roeh seelmotion edmable. EttidereASEEMEt Part 2 - Pro.. • L Carpet . A C0.1989B dth mataials select. ed-edule alattgl'Atatrapart 1 - Products L Painting 6. prepared Ara. per narufacturer1 recormonelau.s A C00999411911. or.rials odoehle. IMITTIUSELLSWEPAEA P. 2 - Prod. L Type 4 Loadnde nth LontradarlOoner material select.. END DIASICN Division VD SPE-CIAJ-TIP0 102012.1.2MER AS121120 P. 2 - Product. 14ardaare oeth sawn I/4, 1/4 soMt var. . detailed 2. 2' pre famed .al sent vent as deal. 3. Roof Ant 65es Dive. 01100/ 4. Other vats as noted par plans. 0300 FREPABRICAlED RREPLAt.25 Part Products Locatiad.leVAccessacies A Coordinate with rotor. fin. aele.ion P. 3 - Execution I. See dive. 01002.6 fa 1 fireplaces. 2. Ses diveion ft ensrgy requAmera. mow mi. nava. DPACES Part 2 - Rods. L A. Coondhate with oaten. fn. Ark.. schedule. L Install In Location par .ered..al requirements. 0000 TOP T telD BATH ACCESSORIES A Coadhate Nth mat.ale snect....0 0920 111APDRCI3E AND axe.. SPECIALIES r rt etor 2 A Coordinate with oatariale fhleh selact. sc.dula. A Coordinate with wields NI. select. schedule 3. enio DIV.. 0 Division II ECIJIPM.T MAINIENANCE EMMERT L Vac. cleaning span Loor.ats oatmeal. fini. select. schedule. reedMIQMILALrallEtlat Part 2 - Product I. Garage door opera,/ A Coordh. eft mate. fin. select. schselule. 1 ironing board cabinet f draws, A Coordinate with ftitortals saschle. 1 Fhee-a.ding A. Coordinate . mandato Midi selection ...O. END DINSICN II Di.. 12 ITUFA15.465 la0LILETIMLIEtarENI Part 2 - Prod. L tdc. treatment: A. Coadrate with matarfals finish selection sae.. 60 DIAN. DAV. 13 EPECIAL CCS$TRUCTICN DAM= P$4 2- Fwd. 1.ohir des. trElfain.p.6 L N A Coordnete rah aeon. Rah eenction echo. END DIV 5 . • • . .Division 14 CONIES.* 575135 IA11247=408 L 091199619411 A Mansfactooloodal L Cade.. with matdialkilniddensobelt nand. • - • • ETD DIVI81. E400.21.01E4 l Part 1 - Rod. I. Pp. Ad PUNA "Alb. 0 soll. 006 plastic. anes reqd for Ihs Nerd. pup. , 1 PreMde cast hen meth .... wain Joints. don on ths drawn.. 2. Provids dest-aro at berds. , B. Vents. ABS C. Cos. Per cods, verify location of appl.... D. 'tater L. 1. Bela. Grads 1 1/4 tyro K an.a. sar 3, t.ore to be Whored V4 flo,at plate glan. ' (Duta In 2 Above .-ad. Type L. m/oft . Golder 2-' ..sr. a tmeleati aro DIVISICN 8 . . L Coordinsto. omens mate. AA.. B. Nose bib, frAt proof tg. Mensilnd .. .4 . , C. Main da-off val. In gara D. Robing .urea I. Load can. saw wisctice. 3. IrrIg.ora.d. deolgt) A ProvIdo T co...., In =In I. In garage ty nah 611t, valve with separate ein-oft .1 ckain valve. Pan 3 - Eiree.. L. Tgan A. Coordinate ...A. ft. sendlon s..e. 2. U.. 8tOppIng. A Coat.. Oh materials finleh eelealon Woo. 3. fly... A Loordnats . MI. A... eds.& • • 01:10121.8012* P. 2 Prod.* L - Ads. to . determ.d by sise Ad And badmen par MC Table Chapter 24 .ferty gaze per UBC Chap. 24. L MaeorioN sp. to be bidder dr.. 2. filegatiebn A R.ft4PM42 n I Gineralftegansents. 3: Co.actor mod out planning and WAG diagan 49.2 ; L The smaller to clang! the entain to aM 46.6.7.76i 77 ar'i '.71 , a manor corset. with industry sia.ards. Refer to genoral ...ens. l'61"6 2 -,Pro.otAin • • • ... • A hma. systan I. Coordinate 2424 2. finish aeloctlal A.. B. Duct son. ineula. L Coach. oath oataA6 Gish senalon e.seble. , C. Air clearer! L Coordhate 64th materla6 fin. select. schedule D. Cor.o. I. Coach. with materials fir. select. ad.. "2 E R.6 1. Coact Ina ntrtirtinit nelect. eche.. 2.-Parrn sae clMsion Manny, redareonts. • 3. vents. L Coordinats with snap Is find ee.t. ed... • , .. ... F'art 3 - ExecAlon ,, L T. Weller to &Wen theorem to aproprteto loleollcUone I requirement* a..... in , I n manner consistent eith In.. Am... Refer to general requiretents END DMA. 5 . • - . • 6 ELECTRICAL r a g- i-c r.41 ' .... to be Adder desgred 1. Regulatory rogues... refar to °M24 n 1 - Gensral Reqdronares. d r pn„ prov id :metric:1 iagra ming layarte, deo. f cireatry. ol. 1 p .0 9 lan A. Coadi.e aith dior tracks. 2. re la.. 37 " ."1 .,,,, V - l o . 1: .., t ba k.' 5 . 6 p it ., 13/ Loei tta u.,. . B. Loa voltage ate.. type B. Ca-entry Elletdor Design . A Ronde (22 12 . ... 8 0 PVC cadat A concrete stss wall . eledial so•.. W 5/10 dose. 2 wo• 29 galvan.d rod for ... grounding 4. 5nolur .earre. A Provide and Atilt par UBL. sea. 305 5. Pro atm A Provide ed total per W3L, dept. 310.10 and as requAct by governing part ma . • L Ito Installer to deal. ths aystan to appropriate Jul...owl req... id 16.. In a manor cannot. sinh the wintry standards. Reef to general req... Ad LID.C. • . Er2f20.•=1/Bro3712.1 Part 2 - Prod. 2. 1. .olon alarra and sear. dotootIon syn.. A Coordinate with nab.. fin. seic..1 ached. P.ns A Coordinate aith Mortals fr. select. schedule. 1 IntorcomAkAtkpn Widow A Coordhate fladt select. schodule. 4. Aar. near, Coo.. with mt. finish Wealessoto.le. LIglinet Pan 1 - Products L 2 Coadinats mi. malarial* select. 2. Control, A eon.. Combats web natal. find eelectlal dI 3. D.ers: L Coordinate alth material. finh telect. ' 4 Semen 1 Coadbate with natal. rinIsh Wont. schaclule. 5. Otter: L Coordinate with meter. select..k.de Part 3 - EssoAlon lite Ir.. to deOgn ths se. to appropriate Jirediaional roguironarn and rm.. bt a manor cad. alth In.. standards. Refa to got. readrasarea. END DIOS. 16 • n ENERGY RECIAVENTS lia&EfiratitiMat,121EiraY.S412Et .neral Note. L Electric water t.terfe) shall haw par (53040: separate po. a gas A.noff. p el C... *paces only, F 2 4 .= " 11,11 tark! 3. ifillpettUnd Witte .n or • to/ 120 degree P. 4. Ad. and 'avatar!. AA limit nom to (kw than or to 25 gam (8 3. 24) A Coiling Iodation: I. Baffin to maintain ) " air sp. above inulatem • 2.. Baffles to ort•nd 6' above batt Ada. ' 3. toff. to seed above fr." rf Pat wpm retar. a 6. Pa, part ada dry cup pen rating or I max, 1. Conc. insulation .11 be placed A 130.1 * 5. 0.. p242224 24d/24020 St Floor Aulatlas A Dor dry eilp ratsd vapor barer on the rona • • Moieture control inn lat. I. ANA ard aael space 2424242044 to am.. Lod lea 24 R... IlgAm femur. (5504,44) 62. nouteUon 6 totalled and sonlvalere. ths respired mall ft-vakros as dean In tab. 61 or 62. 11: Vapor rdarde• .11. totalled pe, (50126) • D.56 (6/ Al black poly... groo. cover,.II. tapped UT 4 poi. and raddrol thoug.at the can Taos to roieniatico wit t • A AII seerlor doors 6asospt 20 ...as doors) .11 irorosathentrIpped per (3302441 • 5ervice.t and told 2420. *24 00 wroordition4 than 24. insektsd to R-3 emit cua.iir - Notes. 5. Banded at Wag. (5.501424cauk2024 la ncartieta dun Installed In the roaming L betwassi 24l. 20 ; , latspkaising/e...fardMar penetrations - 3. Re Joists/Ad slit (heets:1 loon floors) , , - - 4. Partition stud penetratiore. 2 , .nos. • Clist OE 10,1lA, to 199 G OMS co co • ,, • Tutent.4 • g 1999 tr otst . , SLOPE 1/4" IN 12" STUB STEEL 12' INTO SLAB .o 32" oc BEAM PER PLAN POST PER PLAN REINFORCEMENT (RE -BAR) PER PLAN FLOOR FRAMING PER PLAN i f f11 1116111111111111111111 1111[1111111111 - . ®r J ma 11119�1Y!niI diME-Mrsim I . 10.0 . ll li 20_0' ' _.. . TT FOW DATION POINT LOAD, FROM ABOVE POINT LOAD FROM ABiDVE W/ LOADING POINT LOAD TP.sNSPERNG DOIUF4 POINT LOAD TRANSFERNG 120114 W/ LOADING HANGER - POINT LOAD TRANBFERED DY KICKER I r HOLD 00104 WON SIZE DESK+NATIGN, :. - �C TO EB USED ON1 FLOOR 0ELOU DESIGNATION S Txit 7 H 7SZONTA.L N RAP WITH. SIZE DEBIGNATILT( ll INDICATES CALCULATION WITH RAW SPACE .VENTS I CRAWLSPACE AREA A SP 2. CRAW - SPACE' AREA / INN : BD3 NP OF VENN AFEA REQUIRED 3- TYPICAL VENT SIZE •Id'x8'x15" (15% EFFICIENCY) • .58 SF PER VENT NET FREE AREA 4. VENTAREA / BE . 1304 VENTS REQUIRED. _. S. 0 VENTS 844014 (EWE PLAN FOR LOCATION) 6� VENTS x 98: •:12 SF OF VENT PROVIDED. 1.' VENTS SHALL BE COVERED. WITH CORROSION RESISTANT WIRE MESH WITH OPENING'S OF I /4' MAX.. - S. VENTS LOCATED .IN. RIM JOIST MUST BE PERMANENTLY BAFFLED. WOEC - 5022 4.1 F -8 ALL FLOOR JOINT ARE - 2x10 AT 16'oc SEE DIV. 06100 ER F-8 ALL. FLOOR JOIST ARE II -1/8' TJI PRO 150's AT 02' o VERIFY W/ SHOP DWGN. SEE DIV. 06100 START FRAMING HERE I GENERAL :FRAMING NOTES CONCRETE STEM WALL 8', WIDE WITH MIN. IS'xl• FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION. SEES DIV. 3 SHEET A -1 CONCRETE STEM WALL N WIDE WITH MIN. 12'x6' FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION. SEE DIV. 3 SHEET A -I CONCRETE SLAB ON GRADE N-IALL NE, 4' THICK STEEL TROWELED FINISH, W/ 6x6 W1.4/01.4 INN ON 4' GRANULAR FILL, SLOPE 2' TO DOOR.. PROVIDE THICKENED EDGE AT DOOR SEE DIV. 3 SHEET A=1 AVE : POST. ON 0866. I' ABOVE SLAB ON. 36'(36'x8' MAT FOOTING ON SOLID SUBSTRATE W /(4)'4 EAR EACH WAY. SEE DIV. 3 SHEET A -I CRAWL SPACE VENT. SEE CALCULATION BELOW. SEE DIV. I SHEET A -I ' ALL CRIPPLE WALLS A,RE 2x6 OR 3x4 • 16': ac.. UNA. 14' MIN STUD LENGTH PER UEC SEE DIV. 6 SHEET -A -I 4x10: BEAM LINE. MN. I' CLEARANCE FROM CONCRETE AT END OF BEAMS SEE Div. 6 SHEET A-1 4•4 POST (SCAB POS BEAM WITH 2x4) ON 50' FELT 04 MAT FOOTING UNO PROVIDE 4x6 POST • BEAM SPLICE 4 POSITIVE CON- NECTION FROM POST TO FOOTING. PER DETAIL 16/121. SEE DIV. 6 SHEET A -1 6 MIL BLACK POLYETHYLENE GROIUND- COVER, ON GRADE SEE DIV. 1 SHEET A I' ( -10 ELECTRICAL 3ERVICEi PROVIDE (I) 2 1/2' SCHEDULE 80 PVC. CONDUIT FOR ELECTRICAL. SERVICE AND (I) 5/658' LONG GALVANIZED ROD ( PP -I ) (FP FP -3 ) ( FP -4 ) (Fr= ( FP-6 ) (Fp ) FP -a ) ( FP -S FOR. ELECTRICAL GROIAIDING. SEE DIV. W AND VERIFY WI SITE CONDITIONS BLOCK OUT IN STEM WALL FOR DOORS HVAC, ETC. AS REQUIRED . ' (_R -121 18' x24 'CRAUIL FSPAGE44CCESS.I2SULATE. AND WEATHER STRIP. SEE DIV. 01002] SHEET A -NJ ( FP - II (FP -I3 ) PRESSURE BLOCKING. OF SAME SIZE AS ADJACENT JOINT. : 24'X24'1(1' MAT FOOTING ON SOLID SUBSTRATE W/ (2) •4 BAR EACH WAT OR 12' STRIP FOOTING PER DETAIL I6/DI - 30'X30'Xl' MAT FOOTING ON SOLID SUBSTRATE W/ (2) V EAR EACH WAY OR IN STRIP FOOTING '. PER DETAIL 16/0I. -'. 36'N36'X12' MAT FOOTING ON SOLID SUBSTRATE 0/(21.4 BAR EACH WO' - FP -11) STUB STEEL IN !Kra 5140 •:: I2'oc ( FP-14) ( FP -I5) ( FP -Ih ) (FP -1a ) (FP -19) FP -20 FP -21) (FP -22) (FP -23) FP-241 L SEE COVER-SHEET ALL EENERAL AND' REQUIREMENTS. 2. SEE TYPICAL MATERIALS LIST ON SECTION SHEET " 3..SEE GOVERSHEET"FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL. PLIUP'IBING_ AND ELECTRICAL.. , 4. TRUSS DESIGN. BY MANUF. TRUSS PLAN SHOWN 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 FRAMING PLAN 5. ROOF.FRAMING SPACING, 24• cc. UN 6. ROCF. PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1. RAFTER TAIL 2x4. VERIFY. 8. ROOF. TAIL AND RAKE OVERHANG PER ROOF PLAN. IN ALL HEADERS ARE 440 DF •2 LIND. PROVIDE (1) TRIMMER STUD UP TO 4-0' - SPAN AND (2/ TRIMMER STUDS OVER 4' -0' UNO.' :, SEE DIV. 06100 SHEET A-I FOUNDATION KEYNOTES FLOOR JOIST. ' I SEE DIV:6 SHEET A -I 4,0 Dear, LINE; SOLID BLOCKING':BETIUI£EN - JOIST OVER SUPPORT. SEE DIVISION 06100 SHEET A -I PROVIDE SOLID BLO� "THFL JOIST SYSTEM TO PROVIDE AREA OF BEAM SUPPORT AS ABOVE AO EELOW $E£ DIV. 6 SHEET A-I I MIN: I' CLEARANCE FROM CONCRETE AT. END OF BEAMS I EXTEND PIER, MIN 10' BELOW SURROUNDI•G GRADE 3' DIAMETER STEEL POST . EDGE OF CONCRETE 0. . Ic - - - 22t5 -- Utility VINYL VTOS 2S. SF. IS CALCULATED USING.TFIE REQUIREMENTS NET FORTN.IN THE.WASHNGTION STATE ENERGY CODE. REFER `(O'ADDITILAL gQct IENTATION..TO ' • , SUPPORT METHODOLOGY OF PERFORMANCE, _ b' -I I /4' 2x6. WALL WALL LINE ABOVE MECHANICAL OLUtieu• s AND ELECTRICAL,'« S•STE'1 FOR UNITS: PER DIV 15,16' *.E T. Q FAN- DIRECT viRt TO OUTSIDE 6AHROOI S/LAIk4DRY 50 CIi9 MN. SHF,E AI UM T L E 4 i U Z CFfiI MIN.. WWtjLE ",.HOU FAN, CFMMM. VI'OS ._ .. WHOLE T 41ou E XHAUST FAN CONNECTED :A PF30VIDE b' CIAMETER FRESH r41 I2 WTAKE FROM' A 24 H OUR T5 x :e - 100 CF Mf S?O " OUTSIDE TO.RE1U(4 AIR PLENM AT RJ 4ACE �` THERMOS p 50' AB OV E F LOOR WITH MOTORIZED.17:WE'r:Re. DAMPERS. 6, PROVIDE THERMANSION TANK AT WATER ® 1°s/0: SMOKE DETECTOR !'ER UBC 'NEATER TH BATTERY BACKUP MTERCOrAIECTEDC'STRAP L 4TERME TO FRAMING . , .: TOP AND BOTTG 24 HOU TIE TO UIHO H CUSE FAN . PROVIDE PRESSLIEF LINE PLUMBED TO Patio CONC Nook V INYL 5' -3 1/2' Pwdr. vINYL 20•_0' I s V4'*P -. OCCUPANCY SEPARATION: , APPLY (11 LAYER 5/8' TYPE 'X' GILLS. 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. 01002b SHEET A -I �_2 I TO BE TGHT FITTING SEE DIV. 01002.5 SHE T .4 1 STAIR ASSEMBLY NOTES: PER UBC SECTION i00 1 A HEADROOMMI L 6' -8'; WIDTH MIN:'3' -0'. 8_ TREADS 10' MIN. DEPTH, RISERS 8'. MAX. }.IT. C. ' HANDRAIL MIN. 34' TO MAX 39'. ABOVE TREAD NOSING.. HANDRAIL I VL' MIN. TO 2' MA)c CROSS SECTION DIMENSION_MID I 1/2 MIN. CLEAR FROM WALL, RETURN. RAIL END'S, • D. INSTALL FIRE: BLOCKING' AT STRINGERS TIPP AND BOTTOM AND :ADJACENT WALL(S) E. COVER USABLE. SPACE UNDER STAIR5W/ N E F. :INTERMEDIATE' BALUSTERS SHALL CBE. SPA,C1 UU /. LESS THAN 4' BETIIIEEN BALUSTERS. SEE DIV, 01002.6 SHEET A -I. I P - $. l SAFET1' GLAZING'PER MC, SECTION 2406 A WINDOWS WITHIN 18' OF FLOOR B. WINDOWS WITHIN A 24'. ARC OF DOORS C., WINDOWS AT TUBS AND SHOWERS • D. GLAZING IN DOORS. • E. WITHIN STAIRWELLS - - .F. WITHIN 5 OF TOP OR BOTTOM OP. STAIRS SEE DIV. 08800' SHEET A -I I P -5 l EGRESS WINDOW PER NEC, SECTION 310.4 • l SEE DIV. 08600 - SHEET A -I IGNITERS FOR GAS FIRED APPLIANCES IN l GARAGE TO 9E I8' MIN, ABOVE TOP OF SLAB SEE Div. B. SHEET -.A -I I COVER WALLS ADJACENT TO TUBS AND SHOWERS WITH NON- ABSORBENT MATERIAL TO 10' ABOVE , DRAIN INLETS. _ SEE DIV. 09250 SHEET A -1 ' (2) LAYERS OF FLOOR SHEATHNG OVER l P -S i FRAMING. ( 8' MAX RSER WITH 10' MN. RUN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER, UBC;:SECTION 1006 SHEET A -I 18x24 CRAWL SPACE ACCESS. INSULATE: AND l WEATHER STRIP. SEE DIV. 010022 8141 02 A -I P I) I 225,30' ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE. INSULATE AND. WEATHER STRIP. SEE DIV. 01002.1 SHEET A -1 P -12 FLOOR MATERIAL BREAK P -IS 36 GUARDRAIL. PER IIFC,5092 A AT STAIRS SLOPES AT 36' - ABOVE STAIR NOSINGS. L P -19 B: VENT FOR MECHANICAL. CLEARANCE ALL SIDES PER UBC SEE Div. SHEET' A -I , f P -20 PLANT. SHELF ( UPPER AND LOWER. LINEN , CABINETS P -22 SOFFIT AREA i `P-25 1 INTEGRATED MAKE UP AIR 1221. 2x6 STUDS W/ R -19 INSULATION MINT/ Of 110 LA 0 -21 L ' AND C 4Ti 0i1REMENT91 ALL,. `r 2.'ENERG AND AIR QUALITY INFORMATION SEE DIV. IT SHEET A.1, ' 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION BEE - Pit!. BSHEET A-1 4. SEE': TYPICAL MATERIALS LIST ON SVCTICIN SHEET 1 - 5. SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS CONCEDING MECHANICAL, :. • PLUMBNG, AND: ELECTRICAL. • . I WALL LINE ABOVE WALL LINE BELOW - FIREPLACE ASSEMBLY NOTES: A. DIRECT. VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO UDC REQUIREMENTS. SEE Div. 01002A SHEET A -I B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO USG REQUIREMENTS, . SEE DIV. 010028 SHEET A -1 C. HEARIN SHALL COI•FORT TO UBC REQUIREMENT. SEE Div. 01002E AND S SHEET A -I D. 5/8 TYPE 'x' GUH 014 HOUSE SIDE. CF CHASI CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT CF WALKS AND DRIVEWAYS i. 3' DIAMETER STEEL POST; ■6U 17 1B91 . VISION •.24F -V4. G1.5 31/8'x S'GLB CLIP ENO OF BENZ • ROCF LINE AS REa 2, SEE TYPICii.., :. MATERIALS LIST ON SECTION SHEET 3. SEE- COVERSFEET FOR ALL NOTES AND REQUIREMENTS (CONCERNING MECHANICAL, PLUMBMG, AND ELECTRICAL. 4. TRUSS DESIGN BY MANIP. TRUSS PLAN • SHOIW IS FOR GENERAL:' LAYOUT ONLY SEE DIV. 6100 SHEET A -I -. TRUSS LOADING SEES DIY.: 010001A ,SHEET A -I TRUSS SPAN PER. FLOOR PLANS. - TRUSS TYPE - PER ROOF FRAMING PLAN S. ROOF FRAMING SPACING, 24. 00. UNA. 6.ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. T. RAFTER TAIL 2x4. VERIFY. S. ROOF TAIL AND RACE OVERHANG PER ROOF PLAN. S, ALL HEADERS ARE 4x10 DF UNA. PROVIDE: i i) TRIMMER STUD -UP. TO 4', 0' SPAN AND (2) TRIMMER STUDS OVER 4' -0` UND. SEE DIV. 06100 SHEET A -1 I FRAMING PLAN .KEYNOTES I BACK FRAMING AND SOFFIT AREA AS 1. REQUIRED TO ALLOW FOR HVAC DUCTIFYs.., SEE DIV.'S SHEET A -1 RAILED PONY WALL CN TOP OF LOWER ROOF FRAMNG MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS.' I.. ALIGN, EDGE OF JOIST, WITH FACE OF WALL I ALIGN INSIDE FACE OF BEAM WITH OUTSIDE .. FACE OF WALL UPSET - BOTTOM. OF BEAM EVEN W/ BOTTOM OF JOIST AND TOP OF BEAM EMENDS UP ABOVE • JOISTS TOP OF BEAM IS FLUSH WITH BOTTOM OF. JOIST WITH NO TOP PLATE.' CUT ADJACENT FRAMING MEMBERS NTO BEAM FOR ADEQUATE SUPPORT. I ATTIC SPACE VENT SEE CALCULATION WEE DIV. 01002 SHEET A -I 1 FLOOR JOIST - SEE SCHEDULE DWG. SEE DIV. 06100 SHEET A -I . J SEE ELEVATIONS AND SECTIONS FOR PLATE IEIGHIT PRESSURE BLOCKING SEE DIV. 06100 SHEET A -I FLUSH. - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOUN BELOW JOISTS TOP OF BEAM E BELOW TOP OF JOJET..TO ALLOW FOR 14VAC OVER BEAM AND BEAM B1A"1P8 DOWN BELOW JOISTS 2X6 OVERFRAMING • 24 O' * 2X6 CEILING JOISTS. 24' OO SYMBOLS 0,_ ,POINT LOAD FROM ABOVE f'r HOLD DOUN WITH SIZE DESIGNATION O S E WE ESTRAP WITH WE DESIGNATION T TO BE USED. ON FLOOR BELO BTxx H rA, IZ(??'TAL STRAP UATH SIZE DESIGNATION. ,O INDICATES BEAM CALCULATION WITH NPE>ED, NMBER ' Cp1 . "EXTENT OP SHEAR WALL TYPE'Cf SHEAR WALL - -: 9-- IEi 1 ABOVE • WALL BELOW NOTE: L NLEBE.OTHERUISE NOTED, ENGIMERMU AND CALQULATIONS`ARE'NOT PROVIDED M THESE' DRAWINGS.' POINT LOAD FROM ABOVE 111/ LOADING POINT LOAD TRANSFERNG OOU4 POINT LOAD T'RANSFERING DOWN W/ LOADING HANGER POINT LOAD TRANSFERED BY KICKER ROOF VENT CALCULATION EASED ON S 2 -1/2 HOLES PER VENT BLOCK ROOF VENT CALCB BASED ON UBC SECTION 15053 TOTAL .ROOF AREA 1965 SF/J90 .652 9F OF VENT AREA REQ 65 % AT EAVE • 424 ' SF REQUIRED 96 % • 36• (MIN, ABOVE EAVE • 228 SF REQUIRED 4 ROOF JACKS AT 50 SQ. I L EAC14•211) _ SQ. N.• 1 .__ SF -. 119 LF. OF EAVE VENTS AT 52 SQ. INJLF• BBB' ea N.•4426 SF - 2 — GABLE END VENTS AT 2-x2 ... • 24_; SQ. K.33 -SF _ GABLE END VENTS AT _ x • ___ SCL N:• SF 2 GABLE END VENTS AT 24 DIA .• ES , SQ. N.•,$1 8F TOTAL VENTS PROVIDED ROOF JACKS • 1$— SF EAVE VENTS.. - . 426 ` SF GABLE END VENTS •11ZL SF SFOF VENTS PROVIDED • 9,75 ' SF • AREA MAY BE I/300 F A VAPOR RETARDER IS INSTALLED CN THE WARM SIDE OF THE ATTIC INSULATION. UBC 150532 • EFFECTI\ 5 VENT AREA BASED ON A 30% REPUCTIDN DUE TO I/4 MESH CC ROOF LINE' BELOW WALL LINE BELOW 49 Ink L WALL LINE BELOW ROOF LINE BELOW A�OILI� F A LAN SCALE 1/4'.1 -0' • I FRAMING' PLAN, KEYNOTES j r F -I BACK FRAMING AND SOFFIT' AREA AS REQUIRED TO ALLOW FOR HVAC DUCTING. ..:_.SEE D1,15 -SHEET A -I. RAKED PONY WALL. CN TOP OF LOUER.ROOF FRAMING MEMBERS "SUPPORTING UPPER ROOF FRAMING ALIGN EDGE' OF JOIST WITH FACE OF WALL INSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL' UPSET - BOTTOM OF BEAM EVEN W/ BOTTOM OF t F 5 JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS OF BEAM 18 FLUSH WITH BOTTOM OF JOIST WITH NO TOP PLATE CUT. ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE: ATTIC SPACE VENT SEE. CALCULATION SEE DIV: 01002. SHEET A -1 : FLOOR j01031 - SEE SCHEDULE DUG, SEE DI, 06100 SHEET A -6' SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE DIV. 06100' SHEET A -I FLUSH - BOTTOM O F BEAM EVEN W/ BOTTOM OF JOISTS' ,. TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EMENDS BELOW. JOISTS TOP OF BEAM 9' BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM. BUMPS, DOWN BELOW JOISTS 2X6 OVERFRAMING • 24' CC F -2 F -3 1 F -4 �. F..6 P " T F -S 1 l F -S ' F -10 F - l F -I2 ' F -I3 l F - I 4 1 F -I5 ■ 256 CEILING JOISTS • 24. OC SYMBOLS & LEOEND o _ _ POINT LOAD FROM ABOVE - POINT LOAD FROM ABOVE III/ LOADING PONT LOAD TRAN.SFERN3 DOWN POINT LOAD TRANSFERNG 130U14 W/ LOADING' PONT LOAD TRANSFERED my KICKER SOLD DOWN WITH SIZE DESGNATION VERTICAL STRAP WITH SIZE GESOFLATION TO BE USED ON FLOOR BELOW TLP , .HORIZO -TAL STRAP WITH SIZE DESIGNATION ',• 1 (1_INDICATES BEAM CALOJLATION•WITH EXTENT OF SHEAR WALL. TYPE OF SHEAR WALL 1 - L WALL AE!OVE 3WiliMa WALL'- .OELOW Ut4 ESB b SSE NOTED, E514sEE' SING AND -TIONS .� VICJ a- 1FE - ORAWINC•'S.. 1e GENERAL FRAMING „FlEtAMINOTizifiri I. • SEE. COVER SHEET FOR :ALL ORAL'; NOTES Also REOUIR SNTR;., 2. SEE , TYPICAL MATERIA E• LIST CN SECTION SHIEST 3. SEE ALL NOTES AND REQUIREMENTS-CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. 4 TRUSS DESIGN: BY MATII$. MISS FLA SH 9NCLLN ISFOR GEIERAL ONLT WEE:DIV. ASFIE. SHIEST A - TRUSS LOADING .. - SEE DI, 010001A SHEET A -I TRUSS SPAN PER FL PLANS TRUSS. TYPE PER - F RAYING PLAN S ROOF FRAMING SPACING, 24• os. UN.O. S.ROOF PITCH- EXTERIOR pER ELEVATION NTERIOR PER SECTION.'' ,. 1. RAFTER TAIL 2x4.. VERIFY. .. - S. ROOF TAIL AND RAKE OVERT -TANG PER ROOF. PLAN, S ALL HEADERS ARE 4KIO DF •2 UNA. PROVIDE <I) TRIMMER STUD UP TO 4' -0' SPAN, AND (2) TRIMMER STUDS OVER -0' UNO. SEE DI, 05100 SHEET A -I 24' D14. GABLE END VENT FLOOR CONSTRUCTION FINISH PER PLANS (DIV. 01005) 314' T&G (PLYWD, COMPLY, OR EQ.) PER PLANS R•19 BATT I/2 RE -SAWN PLYWOOD FLOORING: IV. 9) SUBFLOOR: IV. 6) FRAMING: Iv INSULATIO : (D 7) SOFFIT: (DN. 7) TRIM:(DIV. 61 4 (WITH NO BRICK MOLD) JAMB: 2x4 SILL: 2x6 CORNER BOARDS: INSIDE 2x2 OUTSIDE: 2x4,2x3 FASCIA 2x3 UNO 111i1tiIHiii ift111im1u111iIII 1ilri11imI111II1111miIIUII1Il0 1111.011111 1111 /ni111111111 11111111u11 .II.111IISt11I11111MIi S MilleMINIM 1111111111111111111111I111111111111 ....rl.rtr..rO.r....0rtr i.■�■ ■. ■���NI■I■ ■MIL IM1111111I111I11111i1111111111 1 11 1131:1••"al•mur M 11111s111n111111111111mn111111111111111111 I 1tRISPI niiEMO `11`iV'' 1111 11n11111111111111I11111I /1'1111 11 m....mem....me�...oe � i111111111111inm1111 �':,�' T1N11I1111111111111I11 111 111I11111111111m '�"!;�'111n►,. �:=ENIMifflnimillilmmuullinillummilliMissi in �•�•1 al ■ ■■ ° iii ®■ MEN II 1 = m om - - s. ® rat s IIL- I1 �� �1? �s 4�eo / l - w i®1®I� a l iii ®IN !1u11I■luuiuii1■iull1■I■IU !I .adiieiii e uni l.. '"' INTII1IIIk E IEWII 111eI11111I1111111111111111111i111 ,®lamlmllllmomolnmmmm ®use._ 'e'nI11I/1...I, lee:- _1111m1I1111,111I111 0• ILIA GABLE PD vENt 2x0 FAGA UY E3 • 2X3 NTOVL BOARD 2)6) tell TEN TRJ1 WIN HnR NrT ' . 70P:PLA7E TYPICAL BUILDING MATERIALS •.. co R OOF CO •n — NSTRUCTION pppp �(�2 ., , 6 ROOFING: �((DDpIV.? SHINGLES IV. 01900.3) TOP `. SHEATHING: (D IV. 4) 1 SLIP SHEA SOLID AT EAVES &1 UT ELSEWHERE PJOIN •14DR WO- \ . INSULATION: ((D IN 7) R•90 BLOWN•IN SOFFIT: ((DIV. ,) U2` RE -SAWN PLYWOOD - - OWE (DIV. 9) 3/S' GWB Vi EXTERIOR WALL CONSTRUCTION MAW FLOOR ` \ (D . BIDING WRAP: (DIV.7) .- BUILDING PAPER SHEATHINO((DD IV. 6) _ 7/i6 OSB OR EQUAL INSULATION: (BIS' 7) 2 9 BAIT W/ INTEGRAL VAPOR BARRIER OWE (DIV. 9) UY OWB Master � : ��tt�� ■1It� ■1111O�11■11■■1�1 ■ ■�1i Stairway 7%156E6 PER. PLAN �g FLR JETS PER PLAN 2X4 TRIM .6 TRIM DC4 TRIM UN_ HDR WIN. HDR FIGT. 2VEr 2xb TRIM EEICND MAIN FLOOR Family WIN. HOP, NGT. WIN. NUR GT , L2114 FLOOR `.X .ND::: ::...99024VS 0 d >\OP OF FrG TOP OF SLAB OP OF FIG - 3 FOU DATIO D > Al 3/4"f -O BAn6- -eir SLAB M 157 BE N _ PLACE PRIOR TO BAOffB-LeG. NO INSULATION 8E111E1E4 BASE !ENT SLAB /8-0 8101 WALL 2X4YOP PLATE II III � Q Q IMAM FOU DATIO D AIL 3/4=1-0' 2• H 111111E-111111E i111i " 4 1_111 1.s., 111 nn L B nnu =_ 111111_IIIIII_111111111 111111 '11111= 1111_111 GA1P1:Yt DOOR MR (9EE.Fl2'IG. PIJN FOR SIZE) , NAIL SHEATHNG V lot taBd NAL8. 3.04. • wiz UYJJ: LOC, UNA. CN SIR NALL SG@D. 22x4811.06NAIL SWATHING W/ 84 HAULS• GA TO EACH STUD data ade•IR11.4LL9GHED NAILed NABS • 3' Or • ALL .' . PLTS, WAS: ( 811DE UNA., Z 7x4 AT ANY SHEATw154 1G JOINT x/16 OAS. °.1- IEATHIN;r (MM:) BT4IDH STRAP TIE AICHOR (NAIL TO -BOARD FORM BEND 111. -AFTER a - TE OIR.ESJ USE 38.1,871 158 NAILS EACH 2 -7X4 MATES, NAIL SHTG. TO EA,FLAIE (2)8)8' !,AB kV Mµ .T 0113Ep'BaT UNQ OH:SFR OUYL SCH:D CONTINUOUS FOOTAYI APA LATERAL, RESTRAINT PANEL 3m f=0 rmoaosa0 iz? I.UY CLEAR I2 AB, UU 2•X)'%3/16' SA. STEELPLA TEUUISFERS• 4'-0' LULU O.C. (DM.3 SHEET A -U EXCEPT AS NDtED ON BHe•otta L ' BoEDI➢,E 1' M S1 EI'B. (2) 4 8AR•. TOP 4 YERT, BAR • S x (DIN. 3 SHEET A•U 4 VERL`J•BAR • 6' 44 (DN.3 SHEET A -U 4 HORL EAR c0'x OVERLAP (MN) (DN.3 SET A -I) MBAR. t2' x L4' -6' (DIV.3 BEST A -U TIGHITLSE d' FEFF. FTYz DRAW IUFILTER N 24' GRAVEL SEA (DIV.2 SHEET A -U (4) 4 BAR CONT. (DN. 3 SHEET A -U SOLID SUBSTRATE 4'CCNC. SLAB OVER 4' ROCK OVER YAPOR 64RmOR VCirJO'. A& W) 2:X77046' SA N DITE UI4$HER6 . 4' -P O .C. ( DIN- 3 9HEETAU EXCEPT AB NOTED ON 6HEARIALL &'.$EDUCE 1• MIN. EMBED. AZ- B!Jffi �■ BEND DE MO SLAB 4 vPRT BAR • ID' x (DIN. 3 SHEET A -1) 4 HOP 2. BAR • 10' oc (DM 3 BEET A -1) VERT. J -BAR • 8' a (DIV. 3 SHEET: A -U M HORL BAR •V. a . OVERLAP (MN) (DM. 3 OEET A -I) .U M3U4 'x L•T -6• ( • DIV.3 SHEET A -U (4).4 BAR CONT. (DIv.3 SHEET A -I) SOLID SUBSTRATE 4' COMIC. SLAB OVER 4'-ROCK O ERMAPOR BARRIOR ADO BARB TO M ATCH: RBFORCNG PER FLAB • I 1(111 111111= 111111 111111= 111111 hill Sdili alai -- IGIII alai LPR aF EXCAVAT(RI STEPPED FOUNDATION DETAIL 11 140 T ® ®TN41 wi a'asraaln 000000. �� a Flo, rti ►a ti ti� e it ' AE A lam! wi • nm,�llul al- PER PLAN D SHEET A-11 COP110N MISER � • • • TYP. ROO2 FIRMING PER PLAN (DIv. • BEET AU - BLOCKING OVER BEAM BEAM? PER PLAN IT 6 8�FE A-I) �' Noe RMI BOA!® Joy( rovER SEE FOUDATIOW DETAiL(B7 CRIPPLE WALL o FOUNDATION 3/4=1-0' Oe1O0033OGO6_T,n `� /4' =1-O' VTR FLOOR FRA`° U PER FL/ (DIV 6 A-L TTP. EMERUR wALL.CONBTRICTION PER PLAN (010.6 BEET A -I) RIM BOd CRIPPLE WALL (ON.6 SHEET A-1), L L U SEE FOUNDATION DETAIL(. C)CRIPPLE WALL o FOUNDATION 089008'.9000.24 3/•sf4r : .. 00100-033OO477 TJ TTP. EXTERIOR WALL CONSTRICTION PER PLAN (Dry. 6 BEET A -U TTP..FLOOR mom FER FLAN (DIv. 6 SHEET A -I1 SOLID ELOGKSYa OVER SUPPORTS LOCATE SHEATHNG JONi • RIM BOAT, 1x3 I' CANT. SOFFIT YETI) U) RESAIN PLYWOOD • SOFFIT TREATED MID SILL SEE FaNDANON DETAILS aaaaaalnaara■ar NAM vir/.'r'i SCAB TOGEHER SY- NAILER EA BIDE -. Al BEAM SPLICES USE 7x4 SCAB EACH PORT PER PLAT OVER HERVEBTRAL cow. OOR% FER , PLAN MAT FOOTING FB=PLAN . ' ,. • (2)CONT 4BAR A3310815E7 Tb FOOTT4 FOR POSITIVE PE 111111-111111 111111- 11111' FOUNDATION DETAIL um__ U ro n u m u = n l 1_111111= °111111= ?I - -11 PLAN 3 V)' FOUNDATION DETAIL 3/4' =f-0' . 11 la Iilr_ I Bill .- -- 111111= 111111= I 11111 -11 CANTILEVER FRM'G AT FOUNDATION FURRING DETAIL 0. 00000 -2 + '1� 3/44-0° �T.A 3/4'-1 -o• COMECTIai PER J FEOUBiH'B7T8. POST CONNECTION • SLAB o STEM-WALL 3/44=0' 00,30,47,5330,141,..14, - 3>4 =f-0r ' =111111 = 11111 1= 111111= PER PLANS D IL 6 SEETA- I TRICTION 4 CONC. OVER 4• ROCK OVER VAPOR BARRIER , R - RIGID NSULATION DUO TREATED PLATE OFPBET 3/4' SEE FOINDATION DETAILS meow) VENEER 03300.00000 -18 TYPICALETTEILOR WALL CGNSTIa)GTION PER FLAN (DM. 6 BEET 41) I AIR SPACE B•HSULDING PAPER , 1IOIX0D WIPMIASDPRT VENEER TE TO FROIMG EV. 2 SR FT. , (DIV 4 Bh••t AU. CONT. FLMIVPIN WNEEP HOLES • 4'- 0'. TREATED MUD SILL (DN. 6 SHEET A -U 8E8 FOtNDATIGN DETALS • 6' MIN -.. • . OVERT 4/ GRADE CONTCUPS NOTE: THIS OPTILN CAN NOT BE USED AT SEAR WALLS. 0420000100.042_7.4 TYP FLOOR PRAMING PER PLAN (DIN, 6 SHEER A I) TYP EXTERIOR WALL CCNBTRICTION PER FLAN (DIv. 6 SHEET A -I) c�aH MISER BLOCKING OR JOIST • WALL RIM BOARD P30015 WALL I AIR SPACE vAPOR BARER SEE FOUNDATION DETAILS 08100-03300.2LTJi TYP EXRERiOR .1041 CGNSTRUCTION PER FLAN (DIV 6 SHEET A -I) CONC. SLAB OVER 4• GRAVEL BED (DN. 3 SHEET A -U TREATED MID SILL (DIV 6 SHEET A -U SEE FEIS NATKN DETAILS 1= 1111110 = 1111!1 '11111 = 111111 1 111111 111111 111!11 Hm m10 u 11111. 11111= filll1llllli= FOUNDATION /FRAMING CONNECTION 3/4%447 03.40,6M004G o 3 /4•4-0' • K•fTaTaT4■TaiaTaTaTI i t ii ;iii - . I lam 11111111 - HANGER OPTION GELB. TTP.(DIv. S Neer A I) BlTER0R BEAREO WALL (DM 6 SHEET A -I) IR'1 x ID' AB. • 4' -0' 0. (DIV. 3 SHEET A;)) SLAB ON GRADE PER PLAN (DIV. 3 BEET AU ' VAPOR BARRIER CENT. SPREAD FTC. PER PLAN '(DM 3 SHEET A -1• 48 -- (7) 4 BAR CGNT. (014 3 SHEET A -U EXT. DOOR AND FRAME (DIV.8 SHEET A I) DOOR THRESHIOLD FLASHING AS REGD. (DIV.! SHEET A -U NERvESTRAL FLA61411 G - 4' CON. SLAB OVER 4' GRAVEL BED , (pi, 4 BEET A -V 241 TREATED TRESHOLD TRM RIM JOIST TREATED NT))) PILL (Div. 6 SHEET A -I) 4 VERT. RE- BAR F ROM 3TWM WALL NTIEEED INTO SLAB 71'0. ROOK FLAING PER PLAN (DIV. 6 SHEET A -U EXT. DOOR THRESHOLD DETAIL 3/4=1-0' - '' - 0e10040300.OLT JI araraTaTaT4 r =� RLL WIDTH TREATED TUD SILL 1.1•NGER FER FFG TTP. FLOOR FRAMING FER FLAN (Div. 6 SEET - EXT. DOOR AND FRAME (DIV. B BEET A -I) DOOR TNRE010L.D FLAMING AS RERD. (DIV. l SHEET A -1) HERVESTRAL FLASHING •• CON)). SLAB 0-AR 4' GROVEL Be, (DIV: 4 SHEET A -I) TREATED MAID SILL : (DIV. 6 BEET A -I) I' ASEPACE TTP. 4 VERT RE -BAR FROM SITE I WALL SVEBrD INTO SLAB POST AN? BEAM PER FLAN EXT. DOOR THRESHOLD DETAIL 3/4' =f-0' 00100- 03300- 06_T.A TYP. BOOR ) FRAM "ER" (DIv. a SHEET A -i ITP. EXTERIOR WALL CONBTI.CTIOII PER FLAN (DIV, 6 BEET TREATED MID SILL SEE F&WA11CN DETAILS HOST A).TJ BEAM! PER PLAN - FRAMING/FOUNDATION CONNECTION 00500-033(0.03 3/4 -O 0840. 03300 - :T I 111111 - 111111 - liilf 111111 m11=-7111111E11 111111 i H -11 unn�nuu_ ..:.. iii 1111, TOP OF PTO PER FLAN PER PLAN • FOUNDATION DETAIL = 1l 4 I n t ,1= 11114 1 IIIII_il ,:I * �lOPOFFrN 9 N " I mm li 1 VI X 2'•S' 8• 1 -O FOUNDATION DETAIL .'r • IEr ._ In' CLEAR 1 ul MEE I� rar TpTararaTA11 i�b'I, � '0.1x10' A0. W/270'X346' 8A. elEEL'PLATE WASHERS •'4' 4 0A` (DN, 3 SHEET A -1) j• MN EMBED, 4 HORIZ. BAR IO' 04 I' -6' CORER dVERLAP(DN• 3 91 T A•)) 4 VERTU BAR SAME AS STUB 61EL SPACS* O (DM. EET AU ' TKUHRNE D MPPROCFNG' (ON.1 SHEET A -U 48TE STEEL FROM FT'. •• I6` OL. (DM. U E4 EET A -1) 4' N FTA DRAIN WALTER N 24• GRAVE BED (DM 7 6HEET A -U SOLID SUBSTRATE (21 4 BAR corr. (DIV, 3 EERET A -1) c, . . � A►n1IILEVERED RETAINING WALL q/d'rf15• -: -. - 031 478300-0000041 12'1x64 TOT6 AB. W) 23A6' Ea STEEL PLATE WASHERS • 4'•0' OD. (D M 3 SHEET 4i, EXCEPT AB NOTED ON 54EAR44LL SCHEDULE T MN ENDED. (2)4 BAR •TOP .. 4 VERT BAR 12 e (DIN, 3 SHEET A-11 4 VERT, J • U• x (DIV. 3 SHEET A -1) • 4 1-10R2 BAR • 10'•x 1 OVERLAP (MtSO (DIV, 3. BEET A -U . 4 BAR • U' oc L.T -6 (DIV. 3 BEET A -U T OI1TLI E IR1x10• AB. W/ 2.742 '6 SG- STEEL PLATE 114640.1E • 4'-0' 0.0 (DM, 3 SHEET 41) EXCEPT ON S AS NOTED ON 6CIEDILE T MIN EMBED, 4' FEW. DRAM WFILTER N 24• GRAVEL BED, (DIN. 2 BEET A-1) ' 14) .4 IN. BAR CO - (DIV.3 SHEET A-1) SOLID SUBSTRATE 4 Z -BARS • U4' x 3 130410 OUT M0 SLAB - 4 VERB. BAR •10'x (DIV.3 S&ET A -U 4 (DN.3 BEE HORL BAT R A -V • W oc ' 5 YERT.J- BAR•8 (DIV 3 BEET A -) M HORS BAR • 10' 1 OVERLAP MN) '.. (DIV.3 SHEET A441) 4 BAR • M x L.2-6' (DIN. 3 SHEET AU TIGH¢B£ (4) 4 Wit BA Wit (DIV. 3 BEET 46-11 SOLID ERSTRATE 4' PEFE. FrG. DRAIN WPLTER IN 74• GRAVEL BED. (Div. 2 SHEET AI) BEE FO(NpATION ITP. FLOC...40TNG PER FLAN. (DEC 6 BEET A41) / FOUNDATIO " )E7 IL -I 08300. 00000 - 2e ERR. 11.01.1. TYP. EXI11.01.1. 0000RICTIO.L PLAN FER PL (DIV. 6 BEET A -I) LOCATE SHEATHWa VW' • CONMCN MEPEER RIM 00400 FiUKWI TIP. FLOOR PRAM.. Pad n (D C U D IN. SEET:A Air' rr R TRATCOFS 5)LL NOV 1 1999 :xc FOPIPATETI DETAIL(. Ala otrLe FRAMINCd PERPENPICULAIR TO STEM WALL P-IF • EMEPoOR WIL CONSTR)P I I PER PUE)P)g 6 SHEET A -sU atvis -- - LOCATE SFEATNBP JOINT COM10H! MB•IDER ;. SOLID BLOCK) T • RM 4001 • pg. 66.c PONT LOAD BEAPoHY PER PUN • CO ■ 2 In L n g 0) O x A` * I) 1 N z •'q � co L n ,11, AUG PERM SHEET: 1999' 24' MAX: 8'-0 MAX. 2x2 • S VA' OG (CLR DIET BTWN ..:NpT TO EXCEED 4 u, SOLID BLCCIC, RNC• OVER- SWF?ORTS 5{4 x 4 TiG,CYSR D�1[Ys .� ALTACH •LEDGEER W/ 2 ROUTS OF I/1 LAG BOLTS AT I6 00 VTR TJI FLOOR FRAMINGink PLAN 4x BEAM 1412ET0 REDILCE . , • 'NUMBER.OF.POSTS 9 2 STORY C:CT4DITIQN 11/14B 'POSTS . EXCEED 4' N LENGTH SCAB W/ 2244 EA SIDE 2x (2. GiZFATB2 DEPTH THAN JOISTS) ,FMISH LANDSCAPE GRADE 'OP OF PIER FLUSFN WITH . . FTN. BUB;GRADE (3' 13E.LOIU FMISH CANO SCAPING)': - '3/4r-0r EXFOSED TRUSS TAU_ Del OR GIRDER MEG (PER FLAN) (TYP) ROCP COHSTRICTICH O13 TVP. DECK CROSS. SECTION O FRAME OVER WALL DETAIL s/ =r-o- 08200-08110-19_1:11 L 9 3/4 .o* 0810407300-15 Y MWL CLR. FOR bENTELATICN 2,44 • ROOF AND FRAMING t•EMBERS Tr, GEO. • CEILAG L �SKYLIGH'� FLARE WELL DETAIL -+--0 o � 11 3/4".r -0' a, Ii f1 I !I I1 o II H L HEADROOM F , UDTH MN. 3'-0' IPER -. 4. WALL FIFE BLOC( :STRINGERS TOP LEC noes. 4 BOT•to 4 A .141. 4T UW 3)PER iyC mmice s•TMr2.DEPTH TRt B'MA(TEK111 'T 103- 3. 14511CRAW.YRR94' 10 M.AX 3S':ABOVE TREAD T CO/ER ISABLE SPACE DICER STAIR WITH N1651C,•ANDRAIL IVY NH. TO YHA( owe. 6'v TTE 'x' GWB. FER UBC SECTION DRE NSIO4 4 I VY MN: CLEAR FROM - b. TITER ED��At,TESA/LINTERS SHALL EE tPACED IIWJ...RETIRL OE, ERRS PER 'IBCSEC INSOB.s, 4APART RAT OPER* FER LOC SEC'50T3. EAVE DETAIL 3 /4•r -o 435 EXPOSED RAFTER TAIL FASCIA PER ELEVATION: TTP. EXTERIOR WALL CONSTRICTION TRIM PER .ELEVATION BARGE BOAFA FER ELEVATION 2144 BACKER FOR DANCE - NAIL THRI SKIP SHEATHING WM.I IyQ • O.G. TYP. 2X4 O)IRGGERS • 4' O.G. WITH 2X2 SEMEN FOR TRIM TYP. EXTERIOR WALL TYPICAL ROOF. CO SIRCTION TRIM PER ELEVATION BARGE TTP. TEE ELEYATV.N 2X4 BACKER FOR SAKE - NAIL THRLI SEAT 1T TN i • OC. TYP. 2x4 OUTIOGGERS • 4' ac. UTH 1# BETIIEEN SCR TRM 1 91106 ' 114.1.4 . I EEE CATION � t \ EXPOSED TRIES TAIL /1 CAVE .DETAIL NORM 07300-0e 3/44-17 -I- EAVE DETAIL GABLE END DETAIL. EAVE DETAI 3/4W -0 oeIOa.areoo4S 3/4'yT " (TTP. GUTTER). FASCIA PER ELEVAT1a (TIP. EXLEROR WALL CCNSTRUCTIO ) BABEL - EXTB1D b' ABOVl: BAIT. MULL OR IT' ABOVE BLCUN;HNW_ (TYR ROCF CCIFSTRUCTIOrt 2' m. CUE FOR YENIIHG+ 14I • 48' OC. AT • CUT &DE FACE OF WALL.. • .10 C44 SIEAR luau SLFEDIRE 2X BLOC WRH (3) 2' • E .HOLES WIN SCREEN I SEE ELEVATION (TYP. EXTERORWAL.L CONTRICTICAO <TYP. ROOF CONSTRICTION) 2' MIR CLR FOP. VH4TR HI.4S'OL. Ai . .. - OUTSIDE FACE OF WO OH SHEAR WALL SCHEDULE 2X DIACICNG WTR (3) 2' • HOLES WITH SCREEN ISE EXPOSED MSS TAIL Li (Tr, GUTTER) FASCIA PER ELEVATION (TTP. EXTERIOR WALL CONSTRUCTION/ Y. MRL CLR FOR V34RNG 44 • 4s OC. AT IA TSDDE FACE A. WALL INNO ON SHFAR awl SCREDIAE 2X BLO.RFNG WIN (3) 2' • HOLES WITH SCGA':( ( i) TTP. GUTTER \ FASCIA FER ELEVATION rr; . EX(ER OR WALL CONSTRUCTIGN cm 0v IMO Nov 5 199 BU)LD1f)G DNISIOT' 00 TUtaVAA '::. A c 9 1999 '. P: - MR OENOER 'c. 3 :W51 'AITITO UMMViM1TMUWMUM Alll /1 1� 1 jimom TYF:,W L c TF11CTION UAT17. IlWLL INEATIR.FIER SCIEDIIE �:". PLATE NAILING FER STAIRWALLECREDULE TJI BLOCKING TTP. TJI FLOOR CONSTRICTION SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 3/4=1 17070-067048 r o. w n N.� I i�l�l1 HINIEW 10 11 reAREN ore ' ii / i 1 M 4 Ittesb :TSraTS10TAln®reTATAMINVI 111 N.411 ! I OI i I �I Y 314'! -OP PER 81EAR AJW. SC14EDILE BDTroN PLA1E NAILING FER'61EARlMLL ECRottE PANE1. EDGE 1 FELD NAILING -FER GO ED LE TTP. TJI FLOOR CONSTRICTION TYF. EAU. CONSTN W114 WALL SHEATH,. PER SCHEDULE SHEAR WALL PERPENDICULAR TO FLOOR JOISTS BOTTC11 PLATE N4LNG PER SHEARLWLL SCHEDULE PANEL ELM < FIELD NAIL,* PER SCHEDULE TJI FLOOR JOISTS PER PLAN ALIRN TJI FLOOR JOIST U.I. WAIL f E 5 EA SCHEDULE TYP. TX FLOOR CONSTRICTION TYP. WALL CONSTRICTION WITH WALL SHEATHING PER SCiEDULE SHEAR WALL PARALLEL TO FLOOR JOISTS NAL FLOUR SHEATHING THIS AREA WITH it • 6' or. EDGES bdoi0'on HELD BLOCK ALL EDGES 1061•6'426, PLYWOOD TO BLOCK,. BOT PLATE NAIL,. FER 51EARUW.L SCHEDULE PANELEDGE < HELD HALING . FER SCHEDULE TJI BLOCK,. BLACK ALL EDGES ('AEC EDGE FIELD NAILING tSER SCHEDULE TOP PLATE NAILING PER SHEARUALL SCHEDULE TTP. WALL RICTION WITH WALL SHEAT P'ER SCHEDULE SHEAR WALL PERPENDICULAR TO FLOOR JOIST- OFFSET CONDITION 3/4.4-0 HAIL FLOOR SHEATHING THIS AREA WITH 10 d. 6' EDGES 614 I0' on FEUD BLOCK ALL EDGES . . WITCH PLATE NAIL,. F'ER SHEAR HALL SCEDULE PANEL EDGE 4 FELD NAL,. PER SCHEDULE TJI. FLOOR JOISTS PER PLAN TJI BLOCK,.. ALL PANEL EDGES PANEL EWE 1 - FEUD NAIL,. PER SCHEDULE TOP PLATE NALMG F'ER 64EA WALL SCHEDULE TTP. WALL CONSTRICTION WITH WALL SWATH,. PER SOEDU.E 'BT ®TAT ®TiT® �Ta•T� 111!1 !'4je manmomensmsm I i I!. Y 0 1 EXTERIOR SHEAR WALL 17070.1e170-0e � 3f4 "4 DOUBLE SIDS AT HOLDOWN CONDITION TTP. WALL CCNSTRICTIGN WITH WAL PER SCHEDULE TTP. TJI FLOUR CONSTRICTION SIMP",,ONN HOLDCUN FER PLAN AND SHE?RIALL SCHEDULE 51MPSCN HOLDGER STRAP PER PLAN AND SHEAR WALL SCHEDULE SEE APDH. DETAILS FOR FONDATION CONDITIONS ANCHOR BOLT PER SHEARUALL. SCHEDULE T HATE NAILING PER SFEARWALL SCHEDULE aortal PLATE NALNG PER SMA,AIALL SOMME' �O1 d •.6' o6. MYWD. TO RIM JOIST PANEL EDGE 4 FIELD NAILING PER SCHEDULE T, EXTERIOR WALL GQOSTRICTION IS WALL SHEATHNG F'ER SCIEDLLE TTP. TJI FLOOR CONSTRUCTION 2x4 PANEL EDGE mow. TOP PLATE NAIL,. PER SHEARIWLL SOEDILE BOTTOM PLATE NAILNG PER SHEAR44LL SCHEDULE — I0 d. 6' 426. PLYWD. TO RIM JOIST PANEL EDGE 4 FIELD NAIL PER SCHEDULE TTP. EXTERIOR WALL CONSTRICTION IUTH WALL SHEATH,... PER SCLEIw- T1P. TJI ROOT CONSTRICTION 2z4 PANEL EDGE BLOCKING TTP. WALL CONEMICECN WITH WALL 54EATHN6 PER SCHEDULE TTP. TJI FLOOR CONSTRICTION BOTTOM PLATE. NAILING FER 6HEARUALL SCHEDULE 10 d NAL 6'06. PI LLD. TO RIM JOIST PANEL EDGE FIELD NAIL,. PER SCHEDULE TOP PLATE NAILING FER SHEARWALL SCHEDULE TTP WALL CONSTRUCTION LI WN1 SHEATHING PER SCHEDULE CANTILEVERED FLOOR JOIST 10-d NAIL .6' 426: FLYWD. TO TJI BLOCKING 11073.O8T70-111 lulu =lam � 'i1- 111111 - 1111111 11 11r 11111 pIHN1 h IUIII` SEE PLAN TTPIOALu&ALi: CaNto aICTIOHF urf11 ..OYLLL SHEATNNEJ PER BL Ral E 1Y1F TJI FLOOR CONSTRICTION. ' BoRQi PLATE NAL.. e � EA SREDUCE TOP PLATE NALNG . PER SFEARUALL SCHEDULE ANCHOR BOLT FER SCHEDULE SEE Al RH. DETAILS FOR FOUNDATION CONDITIONS SHEAR WALL PERPENDICULAR EXTERIOR SHEAR WALL PERPENDICULAR TO FLOOR JOISTS ®TO FLOOR JOISTS o FOUNDATION 3/44 . 17070-M7041 3 /4=f - 17070-08800.01 TYPICAL WALL CONSTRUCTION WITH WALL 61.411466 PER SCHEDULE rrF. TJI FLOOR CONSTRICTION � a Z BOTTOM PLATE NAILING • O PER SHEARUALL ROIM LE W ▪ oo �. TOP PLATE NAILING Q W PER SHEARMLL SCHEDULE ANCHOR BOLT PER SCHEDULE SEE ARCH: PETALS FOR FONDATION. CONNDITIONS SHEAR WALL PARALLEL PARALLEL TO FLOOR JOISTS - TO FLOOR JOISTS - o FOUNDATION 170711.06170-043 3/4=f - ' ,7070-42870' + 3/4' 1 =f-0" TIP. TJI FLOOR CONSTRICTION TYP. EXIEROR UA_L CO15TR1GTION OATH WALL si4EAVitia PER SCFE ILE BOTTOM PLATE NNLP. PER SHEAR., SOEDILE TOP PLATE NALINS P'ER SHEARWALL SCHEDULE CRIPPLE WALL (DIV. 6) SHEATH CRIPPLE W4LL SAME A8 6FEARLLdi.L ABOvE SEE ARCH DETAILS FOR FONDATION CODIT.* SHEARWALL 9 CRIPPLE WALL 3/4 '7070- 03308.09 CRIPPLE WALL (DIV. 6) .. SWEAT E FER SCHEDULE PANEL EDGE 1 FELD NAILS. PER SCHEDULE ANCHOR BOLT PER 3146ARUA.L SCHEDULE (3) +4 EAR CONY. (DIV. 3) J ' NOTE: AL I. NFOR9ATICN GN TH19 BNEET, IS , .. 1 NOT NEOEeure Y INCORPORATED INTO PROJECT, COORDINATE:ant PLAN. S. SHEAR WALL PARALLEL SHEAR. WALL DgCt°' TO JOIST- OFFSET CONDITION SHEAR WALL HOLDOWN o CRIPPLE WALL - INTERIOR 15' .3/4..por '17070.0etww 3,4. r-o vorad 0-24 3/4 -0' , : , H ' 8 Li- o ryv TIJKWM a AUG 9' CC PERMIT CENTER JOB NO.. r sicr iis: dl �;z: ;a .nvN ttzr"� �: . TJI ' BLOCK.. BEM PER FLAN 1) H OLDOWN STRAP AT CRAWL SPACE L _ O 4 HOLDOWN STRAP AT FLOORS L 1 3/4=1-0' BLOCKING AND FILLER BLOCK; .: ocueLE - JOIST OR BENT 16d • 6 !•T•T•T•Ti.I ►e®VATeta 2x4 P141 BLOCKING ..:, NAIL 'STRAP W/ E. CCMM01 • SIPPECN C516 STROP AB' LONG, LAP 4' „ONTO;. WALL OR BEAM AV WITH 8d COM • 4' ac. DRAG STRUT CONNECTION 3/4:mt -0' ROOF SFE.4THIYa AFD NAILS* PER PLAN AND SHEAR ALL 2x4 LEDGER (1) 16 d EACH STUD d EACH BLOCK 4' -0' NT5 UPPER WALL TO LOWER ROOF CONNECTION 3 4.Ir-0' 5 ®INTERIOR _ SHEARWALL TO ROOF COND. 3 HOLDOWN STRAP o FLOORS L 3/4.4-o. PLYWOOD ROOF CONDITION TRES F M WITH SIEATHId P92 9NEARUALL:'SC1Ef71LE -' Ed TO MATCH 61$AR- wLLL'NaLING BELOl 2X(1 W TM.Ysd TO MATCH %BA01W r RAILS* BELOW INTO TOP PLATE SHEAR WALL o GABLE END 0/16d 8 d NAIL• 4' d NAIL• S oa TO TOP CHORD BLOCKING 1 BARGE F M3 TRIM 2, 4 I31CKER FOR BA16GE. NAIL TH.UGW SKIP SHEATH. WITH 16d TYPICAL ROOF S'4'..L'TRLICTIa1 TYP. EXTERIOR WALL CORSTRIOfcN L WALL G PER 6GVEPW.E F 3 /4.11-0' 17000-0aao-le TYPICAL ROOF CCNSTRICTICN- W5. 48'oa (3) 8 d TOENAIL• muse, LSO30 6 00. BL.00KI(G 4 TQ TOP PLATE '•i•2� • • N • BLOactrb PER ARO{ DETAILS ,,, ►_a �� .. ..I SEEELEVATICN SHEAR WALL 0 SAVE s/4' -0' SI"PSON MST STRAP PER...: PLAN i. SHEAR WALL SCFEIXLE PA1EL EDGE i RED NAgj PER saeou .E n ExTERIOR (LOLL COHS:RICtICN -. W. MALL SHEATHING PER SCHEDULE TIP. TA. FLOOR CCNSTIEICTI@+ .. �.,: ..,.;> rr- ,�:a^.rr... tF..,., :_ .f:..`Y +. e.. ..t' .%SD:. ;'. ,..� ..< .�� ,. ;.a;.: � - , .�.a :.;a_.+�... :. ^.. .. ..e�,�•::.:.r.M �I/:�.,. �.. ,...�'F'.iYS ^. SHEARWALL SCHEDULE [ stritrk 91.411IVN 0131i .ava3 [ 5.1.100 Nari,.. 31V1. 1115 1 9N11,1i - 14.1 dOi 01 ! id dol. i ,NIX. 1 1 .r, 1 L Ft; 78 a 0,01 GI-1 GI-4 G2.4 PI vi CNE SIDE WS OR 5/2: GW13 CIE SIDE Sci COOLER FOR 112 . Eli TIIiIII1 -I ,:' 1 YES YES (25 , . - T.:5 5a , IS' 5.'3' e ,S 515' , , 54' 8 ,' ,, at ,, 42. 435 34 , , 5' 415 ',I, . B1,5 - lbd , IV 24 Led x , .. 14 ' '' , - 5:5 224 ,,,,, 5, soks p..r OR 5:13' GM Th. SIDES COOLER FOR SS' WV OS. USE 3x STUDS PANEL EDGE . BOX F2-4 P2-3 US' OSS. IWO SIDES 51412R 244E4224!224 JONTS ill/(2: STUD,: PANEL EDGES ' - 11.EYER-LAUSER HARDBOARD, SIDING CR ECALAL ad ...„,,,,, FOUNDATION SHEAR WALLS, SYMBOLS & LEGEND POINT LOAD FROil ABOVE PONT LOAD FROM ABOVE W/ LOADING L.0 PONT LOAD TIQ.ANSPERING DOWN POINT LOAD TRANSFERING DOWN WI LOADING HANGER PONT LOAD TRANSFERED BT KICKER a/ HOLD DOWN turn-i SIZE DESIGNATION t" VERTICAL STRAP WITH 9. DESIGNATION TO BE .ED ON FLOOR .LOW HORIZONTAL STRAP SIM DESIGNATION 1221R WITH 1:—.-- EXTE - 1 7 1T OF SHEAR LUALL TYPE Of SHEAR WALL WALL ABOVE Z..= WALL BELOW NOTE UNLESS OTHER4112424 NOTED, ENGNEERING AND CALCULATIONS ARE NOT PROVIDED IN THE. DRALUNGS MAIN FLOOR SHEAR WALLS 242224 I22l-� SHEAR NOTES LNLESS OTHERWISE NOTED DESIGN CRITERIA k SEE CALCULATIONS FOR DESIGN CRITERIA MESALJAQM ALL SHEARUALLS SHOLLN ON THE FLOOR PLAN ARE FOR WALLS ON THAT LEVEL. (TYPICALLY SHOW SHADED / 2. ANCHORAGE 15 FOR SHEARLUALLS:PANELS) ONLY, WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS, NAILS MAY BE SPACED 0 6' 0.1219224) 222224 TABLE 23-I-12. 3. 1424ERE PORTIONS OF WALLS ARE NOT DESIGNATED AS 5422424 PANELS THEN 54422eR [DETAILS DO NOT APPLY. FOLLOW MIN UBC. f2E12IlIFETIENT5. 4. PROVIDE TWO STUDS AT ALL 14OLD DOWN LOCATIONS. 5 SEE MANUFACTURER'S REOJIRETENTS AND DETAILS FOR EACH TYPE OF 140i_DOUN, STRAP, AND CaNECTOR FOR PROPER INSTALLATION. Ex ALL PLYWOOD OR GYPSUM SHEARIDALLS SHALL BE APPLIED HORIZONTALLY OR VERTICALLY ON STUDS. EDGES SHALL BE STAGGERED AT CENTER OF STUDS' 4ND BLOCKED 2200 50402241101 DO NOT OVERDRIVE NAILS INTO SHEATHI/G. a STAPLES OR SCREW& ARE 2402 4,2 ACCEPTABLE ALTER4ATIVE TO NALS FOR DESIGNATED LUALL PANELS UNLESS 222424-APPROVED BY 7440 BUILDING OFFICIAL ROOF 4 FLOOR 8HEATHINI ROOF 22EATH12*: 1/1e OSB APA RATED SHEATHING 12440, LAY UP W/ MINIITAM CLEAR BETWEEN PANELS TO ALL. FOR EXPANSICR NAILING SHALL BE ea AT 6' oc AT PANEL EWES 4140 12' oc. AT NTERTBDIATE SUPPORTS. 21240241022 EDGE CLIPS e 24' OC. 0 ALL UNSUPPORTED 2222520. ALLOWABLE 024 2. FLOOR SHEATHING: 314' COX T4G APA RATED pLyWooD 1 AND GLUED ADHE6140 SHALL Car-OW TO APA SPECIFICATION AFG 01 PROvIDE T4G EDGES AT LONG PANEL EDGES. N4IL05 SWILL BE 08 AT 40 110 AT PANEL EWES AND 10' oc AT INTERIED1ATE SUPPORTS. ALLOWABLE DIAPHRAM 914EAR:25.19,111per 3. PLY11400D SHALL BE LAD 0/ 240E GRAIN pERFENDIcuLAR To SUppoRTS Al•to END I AWL MONT UPPER FLOOR SHEAR WALLS 0 . ''''‘ TDC1bi SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS -- = 1 CM (5 WOO APPRO 140N 1 / 1999