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HomeMy WebLinkAboutLUA02-116 - large format CODES: DESIGN I8 IN COMPLIANCE WITH THE [SST UNIFORM BUILDING CODE (UBC) AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. ROOF 2 PSF LATERAL WIND EXPOSURE B: 8O MPH SEISMIC PER ZONE 35 FOUNDATIONS: EXTEND FOOTINGS TO FIRM UNDISTURBED S0!IL, AS6UMED BEARING CAPACITY OF 2000 PSF. ALL EXTERIOR FOOTING SHALL EXTEND A MINIMUM OF 18 INCHES BELOW ADJACENT FINIGHED GRADE. COMPACTED FILL, COMPACTED FILL SHALL BE SELECT GRANULAR FILL WITH NOT MORE THAN 5 % PASGEING A "200 SIEVE. ALL FILL SHALL BE PLACED IN UNIFORM HORIZONTAL LAYER NOT EXCEEDING EIGHT INCHES IN LOOBE THICKNESS FOR HEAVY EQUIPMENT COMPACTORS AND 4 INCHES FOR HAND OPERATED MECHANICAL COMP- ACTORS. FILL SHALL BE COMPACTED TO 98% MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-698 (8TANDARD PROCTOR TEST). CABT IN PLACE CONCRETE: Fc = 2000 P8l © 28 DAYS. MINIMUM 8-1/2 BACK BACKS OF CEMENT PEFR CUBIC TARD OF CONCRETE AND A MAxiIMur OF 6-3/4 GALLON OF WATER PER $4 POUND BACK OF CEMENT. NO SPECIAL INGPECTION REQUIRED. MAXIMUM SEIZED AGGREGATE I6 }-1/23 INCHES. MAXIMUM SLUMP 16 FOUR INCHES. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION 6HALL CONFORM TO THE BUILDING CODE REQUIREMENTS FOR FREINFORCED CONCRETE (ACI 310-08). ALL REINFORCING S6TEF. DOWELS, ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. ANCHORS BOLTS For PRESGURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE 8/8 INCH DIAMETER WITH 1 INCH MINIMUM EMBEDDMENT INTO CONCRETE AND MAXIMUM 6f ACING OF 4 FEET ON CENTER. MINIMUM 2 BOLTS PER SILL PLATE PIECE. ONE BOLT TO BE PLACED WITHIN I2 INCHES OF BACH END OF THE GILL PEFR UBC SECTION 28071 (F). FOUNDATION WALL® ENCLOSING A BASEMENT BELOW FINIGHED GRADE 6HALL BE DAMP PROOFED WITH A HEAVY BODIED ASPHALT BITUMINOUS DAMP PROOFING. REIMMORCING STEEL: ALL fRBINFORCING OTREL SHALL BH PLACED IN CONFORMANCE WITH SUILDING CODE REQUIREMENTS FOR fREINFORCED CONCRETE (ACI 318-68) AND THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION (1982 EDITION) BY Creal. DEFORMED REINFORCING STEEL BARS SHALL CONFORM TO ASTM 4-61B, GRADE 6O. ALL REINFORCING BAR BEND6 TO MADE COLD, WITH A MINIMUM RADIUS OF & BAR DIAMETERS. CORNETE BARS (7'-0") BEND SHALL BE PROVIDED FOR AL HORIZONTAL fREINFORCEMENT. LAP ALL BARS A MINIMUM OF 48 BAR DIAMETERS UNLES6 NOTED OTHERWISE. UNLE86 NOTED OTHERWISE ON THE DRAWINGS REINFORCING SHALL HAVE THE FOLLOWING MINIMUM COVER: CONCRETE AGAINST EARTH 3 INCHES CONCRETE EXPOSED TO BARTH OR WEATHER: % THRU 18 BARS 2 INCHES * BAR AND SMALLER 172 INCHES CONCRETE NOT EXPOSED TO EARTH OR WEATHER: 14 AND 18 BARS ‘ 72 INCHES 11 BAR AND SMALLER 3/4 INCH SLAB ON GRADE (FROM TOP SURFACE) 1/2 INCHES WELDED WEE BARERIC: WWF SHALL CONFORM TO ASTM 4-185. WELDED WIRE FABRIC SHALL BE LAPPED ON CROS6WIRE PLUS 2 INCHES (Ie. 8" FOR 6X6 WWF). LOCATE UWF 1-1/2 INCHES FRROM TOP OF CONCRETE FOR SLAB ON GRADE. WUF 6HALL BE CHAIRED IN POSITION WITH MAXIMUM CHAIR SPACING OF 4 FEET. STRUCTURAL TIMESETR: ALL GRADES SHALL CONFORM TO WPA GRADING RULES FOR WESTERN LUMBEI, LATEST EDITION. PROVIDE CUT WASHERS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD. ALL WOOD IN CONTACT WITH CONCRETE SHALL SBE PRESEURE TREATED FOR PRESERVATIVE TREATMENT NOTE. ALL STRUCTURAL LUMBER SHALL BE NOTED BELOW: 4x< BEAMS DOUG-FIR/LARCH —Fin = S8O Psi 6X BEAMS DOUG-FIR/LARCH %—Fip = [800 Pal COLUMNS DOUG-FIR/LARCH %--Fip = OOO Pél LUMBER NOT NOTED DOUG-FIR/LARCH 2-—Fin = 880 PS MISCELLANEOUS HANGERS TO BE SIMPEON OR APPROVED EQUAL ALL HANGERS 6HALL BE FASTENED TO WOOD WITH PROPER NALS. ALL HOLES SHALL BE NAILED. MACHINE BOLTS TO BE 4-301. ANCHOR ROOF SHEATHING: GHEATHING HALL BE 1/2 INCH APA RATED SHEATHING. Sf AN RATING 32/\@, INSTALLED WITH LONG DIMENSION ACRRO66 SUPPORTS. PANEL: END JOINTS @HALL OCCUR AT JOINTS. NAIL PANEL EDGES WITH lOd NAILS AT 4 INCHES ON CENTEIR AND IO INCHES ON CENTEH® AT INTERMEDIATE CUP PORTS. TRUGGES 6HALL BE PLANT FABRICATED OF DOUGLAG-FIR/LARCH OF HEMP. TIRUGG MANUFACTURES 6HALL SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED: SIGNED AND DATED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINERR®. ALi TRUG6 PLATES AND CONNECTORG SHALL BE ICBO APPROVED. VERIFY MECHANICAL LOAD UNIT LOAD6 AND LOCATIONS WITH SUPTPLIERR AND FURNIGH ADDITIONAL TRRUGOES AS REQUIRED. Ouwnare: Julie Thanp 334 Thomas Ave SW fenton, WA 98055 Legal Deseription BLK 8 LOT 71-28 EARLINGTON ADD N 2 OF & V2 OF 714 N 1/2 OF 28 General Note: L ALL WORK SHALL CONFORM TO REQUIREMENTS OF THE 161 UNFFORM BUILDINGCODES (UBC), TATE BUILDING CODE, AND ALL OTHER APPLICABLE CODES AS ADOPTED BY KING COUNTY. 2. THE SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED TO BE CONSTIRUCTION STANDARDS. IF THE CONTRACTOR HAS GURSTIONS REGARDING THEM, Of THEN® EXACT MEANING, THE ARCHITECT 6HALL BE CONTACTED FOR CLARIFICATION. 3. SHOP DRAWINGS SHALL BE GUBMITTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE PROJECT MANUAL. THE GENERAL CONTRACTOR SHALL SUBMIT A SCHEDULE OF GUBMITTAL® AND GAMPLES FOR THE ARCHITECT'S APPROVAL. 4. THE CONTRACTOR [0 RESPONSIBLE FOR SFP ARATE PERMITE - PERMITS OTHER THAN THE BUILDING PERMIT - Ad MAY BE REQUIRED FOR COMPLETION OF THI6 PROJECT. B. CONTRACTOR SHALL COORDINATE ELECTRICAL, TELEPHONE, 46 APPLICABLE, AND OTHER UTILITY PERMITS A6 REQUIRED FOR COMPLETE OPERATING 6YSTEM(8). 6. ALL FRAMING MEMBERS SHALL BE 60 ARRANGED AND CP ACED AB TO PERMIT INSTALLATION OF CONDUITS AND THE LICE WITH A MINIMUM OF CUTTING. CONTRACTOR 6HALL PROVIDE AND IN@TALL All OTIFFENERS, BRACES, BACK-UP PLATES, AND SUPPORTING BRACKETS REQUIRED FOR THE INOTALLATION OF ALL WALL MOUNTED, CAGHUORK, OF MIGCELLANEOUS EQUIPMENT. L THROE DRAWINGS DO NOT INCLUDE THE NECEOGARY COMPONENT® FOR CONSTIRUCTION OAPETY. THE OAPETY, CARE OF ADJACENT PROPERTY DURING CONSTRUCTION, COMPLIANCE WITH OTATE AND FEDERAL REGULATIONS REGARDING SAFETY SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 8. INFORMATION RELATIVE TO EXI6TING CONDITIONS I6 GIVEN AS THE BEST PRESENT KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY. FIELD VERIFY ALL EXI6TING CONDITIONS AND DIMENSIONS. REPORT DISCREPANCIES TO OWNER, ENGINEER OR ARCHITECT. INDIEX Page ASs-lol Site Plan Construction Notes Vaelnitu Map Project Narrative Page AE-|IOl Wall Section Cross Section A Cross Section b Foundation Plan Foundation Detal| Page AE-lO2 — Main Floor Plan Wall Section East Elevation North Elevation Page AE-1O3 West Elevation Upper Floor Roof Frame Upper Floor Framing ‘Plan VIGINITY MAP ) 3 y T pe at ! —“— KON Pp S 118th St | lo lo le |e | — ae £ SE I LNW St 5 & 2° £ p |S & ig ated a a 7 S 124th St oof 5 cx 7) S 128th St i ON S128 8 N 6th S Lo g a n on Lo g a n Av e N - $Mth Bt th St NEIGHBORHOOD MAP | Parcel Map Address 353 THOMAS AVE SW Zipcode 98955 Taxpayer THARP JJ The information inciuded on this map has been compiled by King County staff from a variety of sources end ia subject to change without notice. King County makes no or warranties, express or implied, as to accuracy, completeness, Amel . oF rights 10 the use of euch information. King County shall not be liable for any || general, special, ind:ract, incidental, or consequential damages including, but not limited } to, lost revenues or lyst profits resulting from the use or misuse of the information contained on this man. Any sale of this map or information on this map is prohibited except by written permission of King C: be PARCEL ID: 2143700860 j OWNER: THARP, J / SITE ADDRESS: 359 THOMAS AVE. SW / RENTON, WA 98055 | LEGAL DESCRIPTION: BLK 5 LOT 27-28 EARLINGTON ADD N ! 1/2 OF E 1/2 OF 27 & N 1/2 OF 28 BLDG SIZE: 1339 SQ.FT. DECK SIZE: 321 SQ.FT. DRIVEWAY & SIDEWALKS: 430 SQ.FT. LOT AREA: 7380 SQ.FT. PROJECT NARRATIVE Project Name: Julie Tharp Addition Project Size: Lot Size 1380 e4ft. Sita Location: 359 Thomas Ave. Land Permit Use: Variance for Setback Reduction Zoning: R-6 Current Use: Residential Soll Type and Drainage Conditione: | N/A Proposed Uee: No Change Acesee: Thomas Ave. Proposed Off-Site limorovements: N/A Total Eetimated Conetruction: #80 000.00 Ecetimated Fill Matertal: N/A Tres Removal: N/A Any Proposed Medificatione: Ad juet rear of garaga to match exleting back wall of house (Il'-6") Hovland Arehlects 223 62nd Ave: = East Fife, Washington 98424 733.922.9228 voice 233.892. 35A> fox hovaerchewen.con JULIE THARP ADDITIO?: 354 THOMA! AVE Bw RENTON, WA 28055 66uE DATE ri ep | | ye t TL ue | pi l tr 28 Pf | | . Gz ¢¢ oan | ea s y xx et a eS bs AL : it ai a we 26 ae | § 8 32 gé Si g e ] me w ey ey EP a 6" CRUGHED STONE (CLEAR) CONNECTED TO STORM DRAIN 2" 0.C. HORZ. AND 2 CONT. IN FOOTING 3/4" Te PLYWOOD f2-I9 INSULATION 2 LAYER 5s" cree \ 4! DIA. WEEPING TILE IN 04 REBAR 18" O.C. VERT. AE-10! mu DATE lo/oxo2 VY O4-/IL JOB NO. FOUNDATION PLAN SCALE: 1/4" « |'-0" = so 3. 3 i ET T SE S S S T S TM S MO S IS T S T S I S T re e s e ek a ed e 4 % aa Re 0 [ l[ ] 4 te r yi 7 F; : in on f Hy a ) ! } +8 3 OF = t : fe i} | 3 a: i z ys <§ Fl , «? if Lf fa 1} | #8 as ch e s | = r 2 x i i 1) 8 F \. = | : 3 _ a Ss 8 f = rN = s | @) * : : se ee \ 7- 8 3 : ee e . : 1 ! ep | - =] i | ! . ! oe oy | HL Bf it y Bt : Ce LS ae ts e j 3 ; ! ’ 3 ! | | ! 7 ws th a a: 3 Ja n oe . as i i ce a he aa a | i aa re e r oa rr r ] HO | me | ee be n g Lh d ! i & ee d 3 wi l e To “ 1 te e [a n s te ma t o g ze e . og E ia ; | Hi | ai e et af ee at ne 3 Gh rc | 1 | ft + \ pr y : : ; q Jo d o f re i fg 83 4 No 4 4 ; : ai e e ge e nu ) z 4 4 I i Ma te et n a SS gr y ls EN a a i , 4 : Et + | fe ER R SA E EE A AS M A ] Po io a ip a er e s RS G pr e s 7 oy ad /A 4 a pa Qs 03 fi s | a j ! . . 4 ag e G5 2 ge e \ ; uy 3 A 8 $ Pe 1 CN RS S e o 5 Vy ) ! et ag e La y rs ) é z TF Z, eS 82 8 © g qf | Ho fa ne iy fn x oO FJ ae | oe | |L _ ge 8. i 1 | (a r e 3 A | —_ — — ‘ sS aH Ol OT Ee PN f _ WA 3 ! “L y Z as 2) - ~~ . y Gp SE |O C T C o O y ; £0 Kd | Pp 4 cf 0 _ | 4 | D> 4 4 [D O I 2 VA uN 3 : | , ! | Dr Br e se r t 98 2 5 2 5 2 5 2 5 2 9 j z | g ! EE : ! A | z f 3 a et 3 an - vn ‘ : | y pe d bc e 7 6 re My Et © i Ne e 1 Oz ’ 1 ye ) | ad So o , od a ae a2 sl || A ge : | 4 on vA | : , 6 ! J fr da i: en e e e e e n i c n a e e n e n n s n e m e n e — i n e t e n a n r a n : ; : at t e ; SA R E SE R R E So e ce s ue i - f Se 2xI2 FRAFTERR (2' 0.C.) lo a t t 4 f hg 6 WALL SECTION WU E SCALE: 3/4". 1 TJI'8 6" 0.0.— fR-19 INSUALTION (BELOW HEATE 8PACE)——__ 2 LAYER 3/8 DRYWALL——_—___——_, a.*'4 Bn START OF NEW ADDITION q ASPHALT SHINGLES EXISTING HOUSE NEW ADDITION -lIetratttstwtetiIiAntigttcririieistito r —— et ae | LY =< “TITY \N | SO — ott YY. A RS GD SS cry : SELL ETE Ts Hovland Architects AS 223 62nd Avene Fast a oe ee Fife, Washington 98424 \ pew | 1 It 233.922.9728 voice ASPHALT SHINGLES ma = _ 3.822.824 om ; ee ie ee ee hovarchener cor JT pe ee fs A a J L 1 J L It ] L. i itirtittit tt ttt 4 | ow ee hoe em Am A a ne e ac a “ (+4 ee sL ots Lire Ttrriri 11+ tit * L ee eee eee sip ie Rg a2 er ea eee ee ee | I | I ] I~ 7 a Cc ijl eis lites ace cnmceabeea weaaaidane acl cso pa a elec : es Ss z cpieumessasig edi wees scene RATA SERRE ETS "S CET cai i Tit Ty Iayt | en || wa oes al Gee re Tf wo Hoo ee a ies Re a es sale ae A a ee a o a A UL Lu 4 LAE JULIE THARP i ADDITION j } —— SO EE————e—eEeE——E—E—E—E—E—E—E—_—E ES ee ee eS eae eee ee eee ee 1\ FINIGHED GRADE Seek ee ee en er en en eee Pee ete ee ee ee ee ee J PINIOHED anADE 353 THOMAS AVE BW . RENTON, UWA S8055 THOMAS STREET - EAST ELEVATION vials comics SCALE: 1/4" « 1-0" sen eat ee OR ee L Le ree he ee we es es we ee ee ee ee ee ee ee J NORTH ELEVATION @CALE: 1/4" « |'-0" Pie eave ape ee oe sere sees gece eer ee ) i yy | a | oe / : " REMOVE Ex16T. 1 CARPORT WALL8 AND — i FOUNDATION (TYPICAL). 4 ! . ax feAFTERS win ql tn" - e'-4" oe de. 2 ) 3-6" x 3'-6" ns) ia a, iy ' I | I, a = 7 yo 7 ; — EXxieT. DECK ? PAU. Pas --- 4! I) ® NN y a i ; 4 OK } 7 \ L yt 2 . ene (ees oe Ip ee : a\ iN = (a4 e = in Ns DOUBLE TJ's ' x \ NN 6X6 POST LINE WITH WALL ABOVE 5 b \N \ ———1-3/4"*xIl-1/8" PARA LAM NS NAAN Ney een eae ee TINS - 9 oe a — SZ ENE UT ULL aBoy __Twrzste-2 HaNaAR 4 NY J 3/4" TG PLYWOOD °Y ——I-V8" TJ - 380 SERIES ; GARAGE . -—PR4S BATT INSULATION . ri 2 S LAYERS 5/8" DIRTWALL bs /. ret [Ih x 2 g FIRE TAPED x 1 rc | " + XX =| g [—T in Cont carareeal REVISIONS > w - < ) . Bac ky SS. 20-196, ig < SOQXs : | vo ae a Te WW $ ——— = Ri = ; by ie. — “, EXISTING FLOOR JOI6 FS 27 LIVING ROOM 2 | a OVE attri 7 EXISTING EXT. oe on = Tl aN a: 7——LINE WITH WALL ABOVE e - - ~~ , . (casas aaa ox ae L_ _ 4 HN | | = 2 /\ aN Ns, -@ . 9 | I EVN a — ee _ 3 NO gta KAA | alti fos ype ail Ant HEAD DETAIL - Ps aS Py N\ aN N\ la — | _ 8 eau DATE ==. im Ueweemeesell — — tt ’ 6'-0" x 8'-0" 3'-3" x 1-0" 16'-0" | SCALE: 3/4 «=| r — 1s'-2" | = er 39'.6" pte se ee od LOWER FLOOR PLAN : — ts! 48 DEGREE LINES NX SCALE: 1/4" « I'-0" GHEET CONTENTS REPRESENT EXieT. —— IW MAIN FLOOR PLAN HOUSE-TO REMAIN WALL @BCTION THE GAME NS gee COP LIVING OracE MAIN LEVEL TOTAL FLOOR AREA, EAGT PLEVATION 826 8Q.FT. LIVING FACE 2ND FLOOR «= LIVING SPACE: [881 80.FT. NORTH ELEVATION GOO 6.FT CARPORT GARAGE: 026 6G.FT. ADDED FLOOR AREA, MEET 68 BQFT, LIVING SPACE MAIN FLOOR sericea 981 6Q.FT. LIVING 6 ACE 2ND FLOOR DRAWN say 538 6QF.T OF GARAGE CHECKED pau AE-102 DATE 1orowo2 N ADDITION LINE OF Ew LINE: OF ROOF BELOW NEW ADDITION | | peace eee Hee ee ee TS ss ! : EXISTING f = Hovland Architects | | HOUSE . 123 62ncl Averue Bast | | 3 Fife, Washington £6424 | | . 233.922.9728 voice | | a B3.S22.2343 tax | | ® hovaerchensncom f---------------- ~ | p-------- ---- _& ' S| 7 ~ l ~ i / | Pa __ , | / KR VA | 7 | Pu [4 $ LA | L WN \ Lo | er N | a é | ,— oH | \H i Ye | ! es 4 | im F ; | hal i ‘ Vi rT ASPHALT SHINGLES \ ee J COVE CEILING Sox CHLING JOIETS © * 0.64 | 4 [itLtitttit tt ttt? ti ee B % | 4 i as Sl eed Ga ne Se a “ it 2TSsS _ : Cre tT. a a ha Ta Ks) u = ; JULIE THARP Ltt 2 OE ° : an ae ae ae J. jt |. to 7 a! | ADDITION 4455555 | ‘ : Ti AS i Ererrrrres | IN es Crit trie 7 | f- =I 358 THOMAS AVE SW a ss Lif ! Lo S. RENTON, WA 98055 ‘ Anna oe ee ee | L ta \ Sg a oe ee | | im ~ ! se ae Oe mn + | ji +t ij ~ | | i" ' J Lj | UPPER FLOOR PLAN - ROOF FRAME oo SCALE: V4" « 1-0" rae EXISTING AREA: 826 60.FT. NEW AREA: 39! 80.FT. aa 7 EXISTING DECK <—_-LINE OF NEW ADDITION JL / - ~ aaa == . Len t ia LINE OF NEW ADDITION | L | | | ee sea ot Gi ea ted em Gow uo Gh tes tat ‘ous St Wei OEE se ma Goh slaw en um oe wos uxceellln os Gs mm ier emma Gwen Oe esses econ me ee Gas gee lipo, Ge Sees EE wee oe Soe me nee we Gl pe ee ee Le Geo oS; ee Ga ee ee Ee ee 1 ----------- -- ee - - - - - - e e e e e e e e e - e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e eeeee J FINISHED GRADE LUNE oF ROOF BELOW NEW ADDITION WEST ELEVATION : | 6CALE: 3/6" = 1-0" 2 OT i sym - - OCC CTT 7 r ) t ue Ys us EXISTING | ee] | HOUSE | | | | | | | | | | | | \ | | | | | — }-------- ---4 | A | 7 % < | fv | | < hy | 4“) Se | | \ Q CLO6ET 7 | | | | | | REVISIONS a a | NO.| DATE ‘ITEM | J, Walt «DOOR | 1 | ‘ ! f | EXIOTING | “ a 7 : EXT. WALL —————> —* ay 2 : : fa | , | by i EXI6TING BEDROOM 9 1 ' bey vt * « ‘'S 3 | x. ee eee ee 2 3 meee b ) SITTING A | i BEDROOM °! = ° 4 as | ‘ a FT | rc.) A 4 ——— | \ i euE = séDATE ) : = a e | Cc of i SHEET CONTENTS | m WEST ELEVATION 2 UPPER FLOOR ROOF PLANE / i UPPER FLOOR FRAMING PLAN | UPPER FLOOR PLAN ; SCALE: 1/4" « |'-0" | JOB NO. OLE” ioe Ane, i al a2 * DFRAWN peti CHECKED my, | szios —-—___——LINE OF NEW ADDITION DATE 1orosvo2