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HomeMy WebLinkAboutLarge Formatm 1 1 1 N Me Access To L;„d N I T G j 1A 1.6 2.0 M1Mr 11O, 0 1.0 f.0 FKOFMF`TY I°.°11.11G 1000OFT. N W -fLE PROJECT NAME : NEW JOHN DEERE SALES FACILITY for: BRYANTS TRACTOR 4 MOWER Inc.. 1 IhA ADDRESS; 500 S.W. I Sth STREET CITY STATE: RENTON WA 9 b005 CONTACT PERSON Wililam Bryant OWNER'S NAME: M111fim and Karen Bryant so ADDRESS: 25 100- Roberta Dr/ve CAN B E R dQQ CITY, STATE Black Diamond ,WA PHONE :Z06-866-2190 LANDSCAPING AREA OF SITE: .3 12 ACRESS 19,596 S.F.:s — AN ORGANIZATION UNDER ONE DIRECTION — PROPERTY ZONING: GA SEISMIC ZONE : (3) THREE "QUALITY" DE516N LOADS: ( SEE STRUCTURAL NOTES) JEFF CANDLER 271-8272 501L: 1000 P.S.F. (SEE 6EOTECH REPORT A TTACHEV) FAX 271-8316 WY9_L 0ADg _RF-A;? 73 BURNETT AVE SO • RENTON, WA 98055 ��� FIRST FLOOR: 100 psf actual NOTES SECOND FLOOR: 50 pef actual "' ROOF: 25 psf actual 1. Subgrades, Including berms, to within 1/10th loot provided WIND: bO mph EXPOSURE: 'C" by General Contractor unless otherwise noted. USE OF BUILDING :Tractor and Mower Salesand Repair 2. Subgrede shall be scarlfled or rototilled If conditlons • FOOTAGE: First Fir• 5655 s/f Second Fir- Z 141 s/f require. s OCCUPANCY GROUP :'B'/'H4' 5. 4" depth topsoil in all planting areas. TYPE OF CONSTRUCTION Y-M 4. 2" depth fine grade bark mulch In all planting beds. OCCUPANCY LOAD :Table 10A Sales- It l oo- 59 5. All plant material shall be healthy, lull and conform to USA Wflim- standard nursery stock, latest edition. TOTAL 60 6• Plant material or size or kind not available maayy be RrQUIRED PARKING: 12 tituted only with approval of Landscape Architect or Ill i. POP05ED PARKING : 1 1 Standard • 1 8111►'rler Free Owner.'1• All mass plantings shall have triangular spacing. 6KC1 TACT: .ANON/ AND ABDOi 441W INC. , b. All tree pits shall be Inspected to Insure proper drainage,. sweemT A ZANONI A.1A. N A122 s q. Positive drainage shall be maintained. Mound planting areas mMknum 12 . 040,.?1 It aTREr'1' B.E. AlOWN AA g6M.2-7441 1O. less �de�r'teoopasm�imd 42" from curb for car overhang tstrip (ZOd)-"q-IIII PAX ("0) 7D9 24I t � 11. b" wide bark mowing where lawn Is adjacent to LC!N��e�P€-!±R_�NlTEGT building. Not 1Determ/ned 12. Landscape Contractor shall maintain site until final by Owner. CIYIL Inspecten and acceptance WIMMm Molarson P•L< No OOta.TD 7 + • &f YI , • ' • • �. LIND Avff. OVERALL 51TE PLAN SCALE : 1' 10' -O" (PARKING SHOWN ) IL- nt Lis 0 0 Common Name Red Sunet Maple 1.5" CAL. Rhododendron "Unique" 18"-24" HT. Photinia Fraseri 189'-24" HT. Kinnickinick 4" PotsO.C. Triangular Spacing 1�7CF- VK-NWACPF_ 1'I,A44 fTOK Ow" gYacH f uru.'rnes /Vo Access '� •�� * TWNSOW. brae �s x,e�. r M=M MW IV M2 ree 1e a� n�Heo a �i ei a°w n7 T ,1" W 1'N7�lIlr yy,Gp� �• �tLLN GOVOI rMr�uw R/wrw !OL.'a:TTI.� 1 A 04M M Ar FROM 9' NK SktiR 6° r Nil wtcvt FK6K*ze FKdKAM � ATM. SOS: 6"orKOVfMWsm VOTW Sal Gee or IwoP"DOWSM Root WILL aAL 2x MEAT9! SHRUB PLANTI N6 DETAIL TREE PLANTI N6 DETAIL �o 1- _ - MOMICTY 0"It 100.001n I?5CRIPTION Lots 41, 42, 45, 44 and 45 in Block 26 of Hillmans Earlington Gardens, Division No 1, as per Plat recorded In Volume 11 of the Plats, Page -14, Records of King County; Except that portion of said Lot 45 conveyed to the State of ►Hashington for Primary State Highway No 1 by Deed recording under recording No 5438164; Situate in the City of Renton, County of King, State of washington. ---- PROPERTY LINES •--- CX15TIH6 CHAINUNK FENCE b FT HIGH. 1DUILDIN6 LINES ;::� • j ASPHALT PAVED AREAS -- — CENTERLINE —'-- PRoroseD rAclUT1E6 b" EXTRUDED CURB • DIRECTIONAL 1-WITiNb (� ON LITE rDLEis • 20 FT. - aLo�Ea MAIN ENTRANCE CODE EDITIONS: UeC 90 Uhi Ovm BuU/79 carob as J9M& d10dby WA 513V UMC 9f !Ii►>t►'bm Afod0l*W CO'* (/CBO) as amwXW by WAC 51-M UFC 91 VWkrm five CodeAs arnWA*d by WAC 51-N UPC 91 llbmt m Pkffn&i g Cad8 as amerldOdby WAC 51-Z VUQ -5 VenbiB&w e►Id / dOwAk QtaleW Code WAC 51--13 WSEC Z WashuigifW S7916 En&W Code (Pant B, NREC) WA 51-11 FFLOW Firs Rom, Wa1br A&W avad F#-V Hydrants as &Mndled by ft City ofRenlnnir Codes arld A►di wxvs. • INDEX TO PRAMIiN68 • >SHMT No. DE3C,RPTIGN COVER SiTE PLAN 4 CODE ANALi515 5►y_T MALVI & INFORMATION SHT 1 FOUNDATION PLAN SHT 2 FLOOR PLAN SHT 5 ELEVAT0145 5HT 4 S6G42N0 FLOOR/ CaLIN6 PLAN SHT 5 9UILOIN6 SECTION 4 6ENERAL NOTES SHT b 6ARRIER FREE KESTRMS 4 STRIIGTURAI_ DETAILS ATTACHMENTS N°R.E.C.CflMPLLANC.E FORMS SOIL EN&INEERS REPORT LEGAL DESCRIPTION 61221 REAI=1W v ,-I �� -A999 ND � li; r C cw REVISION& log P prOrM,�lp,r•+, 0 0 , U_ U Z N ZLL d�D O o z400111 11)4 W 00 t �.-q LU 4) z >- Wgz o We < ko,m :z'y Z - -> o C-� L M PLI z O Gn LU � O tt1 o X d) z cri (10 'Q CA C1J o� 1� m.11o. 96021,91 ftwNrow COVER SHEET o� � V l SAD 1-i tC­C &P E P LA N; Pam- Si Tom.. �i Cl7 N 0 lT FAN 4 Design No. P516 Unrestrained Assemhly Rating-1 Hr Unrestrained Ream Rating-1 Hr 1, Metal Roof Deck Panels - No, 26 MSG min gaiv or painted steal, Panels continuous over two or more spans. End laps to occur over purlins with panels overlapped a min of 4 in, A line of sealant or tape sealant may be used at panel side and and laps, 2, Panel Fasteners - As specified in the respective Classified Roof Deck I ConBtruction Number for the Metal roof Deck Panel. Batts and Blankets - Any faced glass fluter Batt material .)r mineral wool ire iation bearing the UL Classification :narking. d 9-reel R.,f Purlins Z- or I -shaped, min � it deep, wF'9hing min 3.5 lb per lineal ft made from min No, 16 MSG galy or r,vntad steel. Spaced %Ax 60 in. 00. Purlins may be stiffened at the Nipports if required per sinictural design. 5, Bsam - Steel I beam sections designed as structural supports to the roof purlins. Min weight of Itsal I beam Is 3.5 L5 per lineal ft. nP, , k,:;; c P , ca-jc , wA ►.-t- EAST ELEI/ATION V 5GALE : 1 /4 " - 1' —0' 6. Hanger wire - No. 12 SWG or heavisr gals steel wire: twist-tisd to steel roof purlins or joists. Hanger wire attachment spaced not over 60 In. OG ai;ng cold rolled channel, and located at ends of the cold-i=ollad channels at walls. When alternate Sisal j I Framing Members (Item 8A or 85) are used, h,nger wires are spaced 46 In OC (at every third main runner/cross tea Intarsectlord. 1 Hanger wires also located adja,-snt to each mair runner splice location. 1. Cold Rolled Channel - Min No. 16 MSG galy or painted steel channels, 1-1/2" deep with 5/I6 In flanges, Spaced a max 46' OC, 8. Furring channel - No 25 MSG gaiv steel, 2-5/8' wide: 1/8 In. deep, spaced 24 In OC perpendicular to cold -rolled channs.als: i sacurad to each cold -rolled channel with double strand of No. 18 SWG gals steel wire. As an alternate to the furring channels. Steel Framing Members ( Item 5A or 85) may be used. 6A Steel Framing Members - ( Not shown) As an alternate to Item 8. Main runners nom 12 ft. long, spaced 48 in. OC cross test, measuring 1-1/2' across the flange and nom 4 ft long. Installed perpendicular to main runners and spaced 16 in. OC. Additional cross tees required 4 in. from and on each side of wallboard and joint. 65. Steeiing Framing Members - ( Not shown) As an alternats to Items 8 and 8 A. Main runners nom 12 ft. long, spaced 48 in OC. Cross rhannals. nor, 4 ft lone installed perpendicular to the main runners, spaced 16 In OG. Additional cross channels required 4 In, from and at each side of wall board and joint. U:G Ioi.orlors i-1c, - T;;pa RX nr'n runner and cross chanr,Qq Type DXLG cross teas. �4 -^rht:rong World 4vL%trisa, Inc - Type DFR-8000 S. Wallboard, Gypsum - Any 5/8 In, thick gypsum wallboard bearing the UL classification marking as to Fire Resistance, Two ieysrs of 5/6 in thick by 48 In wide sheets installed with long dimension perpendicular to the furring channels. Inner layer attached to furring channels using 1-1/4 In. Iing Type 5 1augle-head steel screws spaced 8 in. OC along butted end joints and 12 in. OC it the field of the board. Butted and joints to occur mid:iay betusen continuous furring channels and to be backed by Joint backer channel which is centered on the and joints and extends 6 in, lospnd both ends of the end joint. Butted end joists to be offset a min of 24 In. in adjacent courses. Outer layer attached to the furring channels through inner layer using 1-1/8 in. 0�t (I> C) iti NORTH ELE\/ATION 5GALE : 1 /4 - 1 1—O YNEST ELEVATION 5GALE : 1 /4 " - 1' —O" GG�lT, MIL �ntli-TEK r-; i � �•' ?�1 �� r-. 11 .� r ✓r r� 6 v ---_ _ _ _ — -.._ _ _1 —_ n long Type S bugle head steel screws spaced 8 In. OC at butted and joints and 12 In. OG in the field. Butted and joints t, be +'-T- � �>i �-� -- centered on continuous firring channels and be offset a min o 12 In. from and joints of inner la er. r Rows of screws on both eldpa of butted and joints of each layer shall be located 3/8 to i/2 In. from and joints. Butted side joints of outer layer to oe off* a min of 18 In. from butted side joints of Inner layer. When Steel Framing Members ( Items 8A �'- � i � - - - -- ---- - ---- -_ - - ---- - - or 8 B ) are used, Inner layer Installed with long dimension perpendicular to cross tees with side joints centered along mair �unners i ' r'} IC,1 " Y ► a ''� { --� t and end joints centered ale cross tees. Inner I er fastened to cross tees with 1-1/4 in. Ion TVs S bu is -head steel ec,ews J n9 � spaced 8 in. OC along rutted ersd joints 3rd 12 in. 00 in the field of the board, End joints of adjacent wallboard sheets , rZ shall be eta grad not less than 4 ft OC Outer I er attached to the cross tees through Inner I er using 1-1/8 in. to a , suiu- 99 � 9 °y n9 n9 I � :rl�t. T s S bu le -head sisal screws spaced 8 in. Or at butted and oint and 12 in. OC In the field. Butted and joints to be centered along noes tees and be offset a min of 32 in. from and joints of Inner layer. Rowe of screws on both I T sides of butters and Joints of each layer shall be located 3/8 to 1/2 in. from and joints. Butted side joints of outer layer to be offset a min of 18 in. from betted side joints of inner layer. See Wallboard, Gypsum (CKNX) category for names of manufacturers. - -Bearing the ►)L CIA-Alficatlor Marking.r&[TD N1 Uh' 50UTH FHLEVATION SCALE : 1 /4 " - 1—O" KAI !'E -J- �jt J3i7�t 12 Da'ELCP'i'E NT PIAN::,,IG CITY OF RENTON RECEIVED SEY1510N- CIE L€YLLoti 1 y1 4"ed �wk­ GA So r 0 n 4 A 5 Q z 2 t I rr.. 4z4 o O a Q Y U z �, t- w at a s Y z °� ur l ) -la �.-i C► . < erg (I (f -- ! t..:f 1 5 6122 REGISTERED ARCHITECT <1 1 T OBERT A. ONI STATE OF WAV1'TON _ C�✓5 t t l `�� -- C:] f- X r < <t 3 I �f oi) <1 _. ,-)NI c� n� t� 0!)/15 P31 p)Gt3. NO. M9p�J' ?7.91 S/F�Y�T NU1 •VEFc OF GA coNpq�oN Qom' Da'ELCP'i'E NT PIAN::,,IG CITY OF RENTON RECEIVED SEY1510N- CIE L€YLLoti 1 y1 4"ed �wk­ GA So r 0 n 4 A 5 Q z 2 t I rr.. 4z4 o O a Q Y U z �, t- w at a s Y z °� ur l ) -la �.-i C► . < erg (I (f -- ! t..:f 1 5 6122 REGISTERED ARCHITECT <1 1 T OBERT A. ONI STATE OF WAV1'TON _ C�✓5 t t l `�� -- C:] f- X r < <t 3 I �f oi) <1 _. ,-)NI c� n� t� 0!)/15 P31 p)Gt3. NO. M9p�J' ?7.91 S/F�Y�T NU1 •VEFc OF GA coNpq�oN Qom' 1 PROJECT NAME: NEW JOHN DEERE SALES FACILITY for: BRYANT'S TRACTOR 4 MOYVER Inc. REV161ON8. DATE ISne;oH All" pk Wc VAroVr, ACCM We To NM+zr%{,,W, wow_ 31eof1comeVu-. �i 4; 1 ADDRESS; 500 S.W. 1 3th STREET STRUCTURAL ENGINEERS_ CITY , STATE: RENTON, WA 9 5005 Foundation- Interlor fram/ng Pre- Eng/neered Bul/d/ng 0.0 GONTAGT PER50N YVllliam Bryant SEGA ENG/N55RO PININAGL.E 7RUGTLWE5, INC p � O W N Ef$ S N A M E• WIlllam end Karen Br ant 22g28- 3E -912TH 2669 HWY .521- BY-PA5:3 y SLACK O/AMONO, ^Ag8010 GABOT, AR 72029 ADDRESS: 25 100- Roberts Pr/ye - = E B I - 8 8 6 - 2 -7 9 O `y Gre Thesenvits P.E. % Carl A Welker P.E. , _ CITY, 5T nd ,YVA O . AT ack Diamo PHONE :2 6 9 9p T I =- AREA OF 51TE: .3 12 AGRE5i 13,596 5.F.:f MECHANICAL H.Y.A.G 4 PLUMBING x 9 0 PROPERTY ZONING: GA SEISMIC ZONE: (3) THREE Bidder Designed: To furnJsh Complete system to meet or exceed 9 0 - DE516N LOAD5: ( 5EE 5TRUGTURAL NOTE5) U.M.G. 19 94; N.R.E.G.; V.LA.Q.; U P.G. 1 9 94; and r G/ty of Renton SOIL: 1000 P.5.F 5EE GEOTEGH REPOR T A TTAGHEL? Ammendments. ( ) LAWN p ( LIVE LOAD5 DEAD ELECTRICAL 1,0 9 S �..J " 9 LOADS Bidder Des/gned: To Furnish Complete electrical, Include Load FIRST FLOOR: 100 psf actual Calculations, Power Budget forms and Compliance. SECOND FLOOR: 50 psf actual YSIA5HINGTON STATE hION RE51DENTIAL ENERGY CODE_ ROOF: 25 psf actual Prov/ded by the Arch/tect of Record 80 mph EXPOSURE: "C" ENV Checklist Compliance Forms (Attached) Prescriptive USE OF BUILDING :Tractor and Mower 5alesand Repair Approach. �. FOOTAGE: First Fir- 3 8 3 3 s/f Second Fir- 2 14 1 s/f CITY OF RENTON PA RK_!NG_ REQU_!R_ 1=ME_N_ T5 � OCC "PANCY GROUP :"5"/"H4" Per G y of Renton zoning Regulations: Zoning: GA .�-- TYPE OF CONSTRUCTION V-N. Section 4.32. 10.4 1—(-) gcuIUG I OCGUF 'ICY LOAD : Table 1.�A Sales- 1: 1 00- 3 9 5ect/on 4. 14.e-(6.) RETA 1: 500 (10.) vehlcle Repair a 1: � Offices- 1 : 100 - 2 1 400 1, 4-1 N TOTAL 60 2000 s/f t - '10 - 4 Stalls Required. k REQUIt D PARKING: 1 2 4 14 1 s/f t 'O_- 8 5ta1/s Requlrec!_ PROPS �D PARKING : 1 Standard + 1 Barr/err ee TOTAL 5TA 5 Rff0V1REJ9 12 Stalls pro -?d (1 1) 5tandf J 9 X 1 9' ARCHi CT: Z.aNONI AND 50CbATM INC. ( f) Barrier Free -Stall 16'X 1 9' - t ROBERT A ZANONl A.LA. rM 6122 ' AUBURN, ^A, g8002 '541 �`hA j"�'� �1�'tl,�✓. (206)-g99-1111 PA,* 206) g9g-2411 _ / f_...---_` •=,', LAN175..,AF`E ARCHITECT Not Determined a 12 R ✓��D CIVIL ENGINEERS: Me Access To Lind - - PRO-F-r-TY L.I IJG 100. OO FT. guile J 1 �7� 1 ✓1 r I SW 19T11 ST f'r,x :i un �• IOWACRES 1 S 19TH i i RAICE Tx�Cx f 1 SW 21S1 5i - - r � � - - SW 23W1 S _23RD L- LLJ Y. O 5 1.0 1.5 20 — �f11co Kdoincicru 0 10 20 �+ r A P Willlam O Gars, P.E. No. 001e297 \ I )rL 25 _ 1 No Access L.1 H D A v ff. G OVERALL 51TE PLAN SCALE : 1" - 10' -0" (PARKING 5HOWN) L,&w►4 mom: 5�E �iZAINA�E PLAN i� �t0--�-�vtl�4� ,. •, , �N 5l'>•� DK�st►J 6�L� 5V3T�j � uTtc..�Tl>vS -�� . .� PR O•PE K T Y L.1 F4 e 10 0. Go ,FT. '7 ko PF-eC zIPTION CODE EDITIONS: Lots 41, 42, 43, 44 and 45 in Block 26 of H i I iman5 Earl ington UBC 5t4 Uniform Building Code as amended by WAC 51-30 Gardens, Division No 1, as per Plat recorded in Volume 1-7 of the UMC -4 Uniform Mechanical Code (ICBO) as amended by WAC 51-32 Plats, Page '74, Records of King County; Except that portion of said UFC SW Uniform Fire Code as amended by WAC 51-34 Lot 45 conveyed to the State of Washington for Primary State UPC 91 Uniform Plumbing Code as amended by WA 5126 Highway No 1 by Deed recording under recording No 5438164; P i Ventilation and /naborAir Qua/ity Code WA 51-13 Situate in the City of Renton, County of King, State of wash ington. WSE SEC g5 Washington State Energy Code (Part B, NREC) WA 51-I t FFLOW Fire Flows, Water Mains and Fire Hydrants as amended by the City ofRenton 's Codes and Ordinances. •cxv. ..y..y. y y, ry x a' a 9y rjp' / //�/ - Y �. `�.'' ' IN_AeX TO_DRAWINGS • -- — PROPERTY LINES SHEET NO DESCRIPTION COVER 51TE PLAN 4 CODE ANALI515 —•— EXI5TIN6 CHAINLINK 5HEET BUILDING INFORMATION FENCE b FT NIGH. 5HT 1 FOUNDATION PLAN BUILDIN6 LINES 5HT 2 FLOOR PLAN — 5HT 3 ELEVATION5 ASPHALT PAVED AREAS 5HT 4 5EGOND FLOOR/ CEILING PLAN 5HT 5 BUILDING 5EGTION 4 GENERAL NOTES --- CENTERLINE 5HT 6 BARRIER FREE RESTRMS 4 STRUCTURAL DETAL5 ATTAGHMENT5 N.R.E.G.C.OMPLIANGE FORMS ---- PROP05E0 FACILITIE5 501L ENGINEER5 REPORT LEGAL DESCRIPTION b" EXTRUDED CURB •��� DIRECTIONAL 1-I6F11TIN6 QPz ON LITE POLES i 20 FT. 51-OFF5 HAIN ENTRANCE SR-9S Vg8 6122 REGISTERED ARCHITECT RT SATE OF NMSFNIICTON nn�� O - 1 0 t1 0 mlizo z O I'D f=" LU n, 3O a� uU < z z Q� o W � o 4NQ Uj O O o z X O L z m LL m01 z r~ � O Q Q) Q w►Tr- 04/24/98 .m. rw. IB5071,9i COVER SHEET a #/ N, connect to existing 6"1 t main t t t+ 10"m , 60 0 0 `t1 Hydi 1 t+ t` 6"0 L) 3 ev.<0'-0" > rim of catch basin 1 Elev. <0'-6 1 2"> Elev. <0'-0"> 4' CHANGE "OF DkECTiON OVEREI, SUMP OIL WATER SEPARATOR Owe �'�► clean out O r e 2" nn.; a r,r ft, ,Z / NOTE #2 BERMEDBAR WASH li 4"0 � 30" BY 4 WASH DOW PIT 48" DEF CHANGE OF DIRECTION COVERED SUMP 1 / 3"0 � _ Cr 0 Elev. 0'-0" 0 r a Z CD tt 1 t+ o ►+ Vt t+ O4 t.1 ,t ' +t + t t+ �� �� ► a' U1 '�r.�'I+' Elev.o'"oui n tt1 Cr LO � t BCD D t \\ ',fit ,11 t+ Y 16 1 \\ ';11 EA FOR \ `tk DOWN + \\ `' t+ 8" \� ',1► N 'Asphalt graded away from building reference line at Elev 0'-0" ELEV. 0'-0" ,`DOOR DRAIN PIT` ' -�� t , r rim of catch �4"� �� 4„� + �•• 3., �-ey -�_ basin \ r \ ------------------ - - -- -------------------- ---- ---- - --------� —-------- -- --- ------L----------------------_-----------------------------------------------L ---------- -- --- EL.EV. 0'- Fm of covered sump to rim covered of sum to \ Elev. g- ' match asphalt grade p , -'I— match asphalt qrade �0 -0 LAWN ---- - A \I t i 1 �1 t t, ,1 1 t t� ASPHALTED DRIVE WAY LAWN invert of 6 drain the pipe at Elev. <2'-3" > t <ELEV. 2'-6"> BIO SWALE 4'-0" x 84'-0" ENERAL NOTES: 1. ELEVATION 0'-0" SHALL BE SET BY AVERAGING THE NATURAL ELEVATION OF THE PROPERTY LINE ON THE EXISTING ALLEY. 2. THE LOWEST POINT OF THE CONCRETE FLOOR ON THE BUILDING SHALL BE AT ELEV. 0'—in rim of covered sump to lawn ELEV. 0' -0' ELEV. 2'-4" 1 1 � too• -or Connect to existing main on SW 12th Street '1 -------------- - - - - -------------------- - - -- ---------------------------------------------------- - New 10"0 DI Water Main NAL own REFERENCE DRAWINGS 'StTE PLM' W ARCHITECT BRYANT'S TRACTOR & MOWER INC. 840 21 ST. ST SOUTHEAST AUBURN, WA 98002 mU NEW JOHN SALE FACILITY Centerline LIND AVE. - - - -- - - _ _ _ DRAINAGE PLAN Q —38-98 M DATE 4-17-98 GENERAL CHANGES WDC tME KA�IC 1 REV/ Q DATE REVISIONS BY WDC 2-5-98 BZ�80086 ' 1CW F)r ep,p gI.. "= i =0" � N 0 IZ T H E L� V+ �j4�1- iLoll , J ✓ � J ! Ivry r. --=�iTQM oFFr�9 m 2 �.. 26,Gh PA1 ut f t> H VI- .V F?Ocm w G P�W *Los --- . t' 1 r`t>Zf - , malt.'r w � Gt�.tTi�►t�'M. ��trre� v<ic4 vp4-j Mir, (rypi) - e L r v 11 ` I I_ O 11 3 12°x 14:0 ILL- UP 01 i L LLLLLLLW, G-�.cpo5�d �o,.tceeTe� 6 t 221 REGISTERED STA'MIZMM «� � O m O O m cn w cA U4 Q�L Z .� X cv o Z m mUJ�- �NI o► Ua �Upp ci� di !� 4 PAN, 09/15 M roe. No. 95071.91 east r &MM 3 connect to existing 6"0 ra main 10,10 -� 6" 0 F \' Hydr( \0 1\ vv`v 6„0- 1\\\ ', 0C a, a d C 1 1 \ \ \ Elev. 0'-0' GENERAL MOTES: 1 LAWN ASPHALTED DRIVE WAY ELEVATION 0'-C" c~nLL BE `-SET BY AVERAGING THE I\`rT ,`RAL `LE`1AT!:C OF THE PROP_P y LINE ON THE EXISTING ALLY` THE LOWEST PO'!N- THE CONCRETE FL0,,,').�.) C\� THE BUIL � %G SHALL BE .AT E'_EV- 2)'-1" LAWN invert of rim of covered 6 drain tile pipe at sump to lawn Elev. <2'-S' > of cath rim ` ev. 2 _3.. 4„ M ' basin #r<2 \ \ Elev. -1 -------- ----- -------------------------------------------- - - - - - - — — — — — — — — — ---------_-_—_-_------------- ----__------_ ___ _____ = - -=_______= =_ ___� <EL . 2'-6» > BIO SWAL_ T'-0" x 84'-0» ELEV_ 2'-4" EV 8 0 Drain line ELEV. 0'-__ rim of covered sump to \ t below grade to dit( iq - match asphalt rode rim c gyred of sum o �Elev, \ \` \ P 9 m h asphalt g, ,de ` 0 -0 1 (� ioo'-C _� ',1 Connect to existing main or SA 12th Street ---------_--------------T------ _----------------.. ------------ - ----------------- - - - -- - _- -- - - -_ -- - -- - - - -- ---------------------------------------------------------------------------------------------- - ---------------------------------------------------------------------- ; -- ---- Centerline LIND AVE. New 10110 DI Water Main n X REE.FRENCE DRAhiNC4 --' v RAZ ARCH EC- n 4 PROJECT NAME : NEW JOHN DEERE SALES FACILITY for: BRYANT'5 TRACTOR 4 MOWER Inc. ADDRESS; 500 S.M. 13th STREET CITY , STATE: RENTON, WA 9 8005 l ti TO IVe Access To Lind f V I_G I N I T 1 MOM KNow�sl an 0 F l- I L11JG 1 OCR. 00 FT. CON T ACT PERSON Wliliarl Bryant OWNER'S NAME: M111ara and Karen Bryant ADDRE55 : 25 100- Roberta 17rive CITY, STATE Black Diamond ,riA PHONE :206-886-2190 AREA OF 51TE: .9 12 AlCRE5t 13,3g6 5.F:t PROPERTY ZONING: CA SEISMIC ZONE: 69J THREE DE51GN LOAD5: ( SEE STRUCTURAL NOTES) SOIL: 1 �00 P.5.F (SEE' 6EOTEGH REPOR T A TTAGHEP) Wyf_ a_ � --_ SEND GOADS FIRST LOOR : 100 of actual psf 5ECON FLOOR: 50 actual ROOF: 25 psf actual WIND= 80 mph EXPOSURE: 'C' USE OF BUIL ING :Tractor and Mower Salesand Repair . FOOTAGE: first Fir- 5 8 5 5 s/f Second Fir- 2 14 1 s/f s OCCUPANC GROUP :'B'/'H4' TYPE OF C NSTRUCTION Y-M OCCUPANC LOAD :Table 10A Sales- 1:100- 59 Tz OffJGCb- 1_:1 QO._- 2 1 TOTAL 60 REQUIRED P RKING: 12 �tl PROP05EP ARKING : 1 1 Standard • 1 Barrier Free ARCI TIEcT: ZANON/ AND ASSOC447M INC. stosi `mrA ZANOW A. IA. M 6122 840-21 •t 07X r D.E. AMOL.WN, AA. g6002-7441 (206)-"q- I I I I FAX (206) q9q 2411 Not Deter ned GIYIL. ENGINE; _R5: ^1111arr O Carson P.E No. 001,0257 CANBER LANDSCAPING — AN ORGANIZATION UNDER ONE DIRECTION — "OUALITY" JEFF CANDLER 271-8272 FAX 271-8316 73 BURNETT AVE SO • RENTON, WA 98055 P1. I. 5ubgrades, Including berms, to within I/loth foot provided by General Contractor unless otherwise noted. 2. 5ubgrade shall be s;orlfied or rototilled If conditions require. 5. 4' depth topsoil in all planting areas. 4. 2" depth fine grade bark mvleh In all planting beds. 5. All plant material shall be healthy, full and conForm to U5A standard nursery stack, latest edition. 6. Plant material or siza or kind not available may be substituted only with approval of Landscape Architect or Owner. T All mass plantings shall have triangular spacing. q. Positive d-ralnage Shull be maintained. Mound planting areas minimum 12". 11. b" wide bark mowing strip where lawn Is adjacent to building. 12. Londsca e Contractor shall maintain site until final Inspection and acceptance by Owner. r• 1 G------. i L. 1 H D AVE. OVERALL 51TE PLAN SCALE : 1 1 O -O (PARKING SHOWN ) No Access f rn 1UW14 NM= / / 67M 09NWAGE PLAIW Me CRIPTION Lots 41, 42. 43, 44 and 45 In Block 26 of Hillmans Earlington Gardens, Division No 1, as per Plat recorded in Volume 11 of the Plats, Page 14, Records of King County; Except that portion of said Lot 45 conveyed to the 5tate of r"shington for Primary State Highway No 1 by Deed recording under recording No 5438164; 51tuate in the City of Renton, County of King, State of Washington. -- PROPERTY LINES EXI5TIN6 CHAINLINK FENCE 6 FT 1-116H. ' BUILDIN6 LINES ASPHALT PAVED AREAS --- CENTERLINE -'-- PROPOSED FACILITIES b" EXTRUDED CURB • DIRECTIONAL LI611TIH6 (� ON II POLES • 20 FT. SLOPES L� MAIN ENTRANCE CODE EiiTIONS: USC "4 Unffnrm Bmbyl g Caole as amef�oled by WAC 51-30 UMC ' Uf Iftm At OCfi n Code (ICBO) as amefXod by WAC 5137 UFC 94' Vnhilbvm Fife Code as &1W) 0d by WAC 51-34 UPC 91 Unifarm Piumbrng Code as arefxfedby WAC 51216 VIAQ 15 Ven618bon and /ndonlrAir Qlua/ity Conte WAC 51-13 WSEC 9" Was*Wton Stale Efrls&W Code (Pail A NREC) WAC 51-11 FFLOW ire Fibws, Wa1wM&* and Fife Hy&wts as afrwr W by dhle ,;fly ofRenftr r Cones and 01,anafiaes • INVIN TO DRAWIN68 • &4Eff No. D 5cp-rnON GOER SITE PLAN ! CODE ANA0515 SHEET BUILDN& INFORMATION SHT 1 FOUNDATION PLAN SHT 2 FLOOR PLAN SHT 5 E1 EVATIO145 SHT 4 SECOND FLUOR/ CEILM6 PLAN BHT 5 BUILDING SECTION 4 GENERAL NOTES SHT b BARRIER FREE 1RE5TRM5 8 STRUCTURAL DETAILS ATTACHMENTS N.R.E.C.COMPLVWCE FORMS SOIL ENGINEERS REPORT LE6A1_ DESCRIPTION d 1221 KFAWWD 060" IM* IVW%,W,•vr..c U4 � � 1 O O on �. C301 ZO n _ u- WCIO zz tfj � to 6D Z� o� 1 cpQ� ® C =OKI � E5aP Og 29 D = �Q PAip 04MM im.No. 95021,91 COVER SHEET ," -1 WINDOW SCHEDULE LOCATION Y SIZE DESCRIPTION A• 2 171al o �y'�7go WA u.%W a.42 G � 2� � �.�► ki . l N 5(�t.4tiE �` i fGa 3/t`/4 u.tzf �teu�.J O. � % Yxb" H/F* STUDS 6 Ib"o/c: ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD WATER RES16TANT BACKER BOARD OR VENEER BASE APPLIED PARALLEL WITH OR AT RIGHT ANGLES TO EACH SIDE OF 2" FRAMED WALL AT 16" O/C WITH bd COATED NAILS,1-1/8" LONG O,Ocabl SHANK, V4' HEADS, l" O/C. JOINTS OF SQUARE EDGE, BEVEL EDGE OR PREDECORATED WALLBOARD MAY BELEFT EXPOSED, STAGGER JOINTS EACH SIDE, ( LOAD 5EARING1 ONE • - RATED GA FILE NO 5420 5/68 TYPE 'X" GYPSUM WALLBOARD OR VENEER DASE APPLIED AT RIGHT ANGLES TO V x 10" WOOD J016T6 AT 16 O/C, WITN hd COATED NAILS 1-1!8" LONG 0,0515' SHANK 114" HEADS, 61 O/C. J016T6 SUPPORTING 1 NOMINAL WOOD SUB AND FINISH FLOOR, OR 19/37 PLY- WOOD FINISHED FLOOR WITH LONG EDGES T t G AND 15/32" INTERIOR WITH EXTERIOR GLUE 6U5FLOOR PERPENDICULAR TO JOISTS WITH JOINTS STAGGARED. SHEAR WALL SCHEDULE lark �Aintrr>Lun Sheathing Anctwt Remarks Sheaf 1 Nailin 1 Boks 'h• GY119, sd �" lir ® 4W O.C. 0. = 1so pit V Each Si" ® 4• o.a D sly OSS or 6d ®6• o.c. lCr• ®4d• o-c- OM = 195 pU cDX © 'y ow or b ®�' O.C. 1/2• ®�s• D.C. Q., = 355 pit cox CC ") - - -.-- age sheu ways. Exterior wails shall be sheathed will, rated shealWng 1) AM walls deslgnaled •� • es Bbcked) per schedule (unc . Na&V at �up� p" p( cDX) aM nailed al all panel edg (ntsrmedisla kart►inp a be at 12' oa Ns" not calledout shall r UBc Table 23+0. Nailing at GWS to be al all $rodb. lop e� bottom plat". Top ub boltottl plats$ of $tsar waysbiocshah be nailed to the hori20nta1 diapluagms and the �wn (o go joists, beam. of t�iV per sheu wets schedub. Notdo+tsts mW WW (run no true by SMpson or equal lobe used pet plan. Ends of sheu waMs shah use doubts slues ate► its)- 2) 3) 4) sea NER-272 for akefaNs ruk&V / staples. 1_� m BRICK VENEEk / TO TOP OF WDW6 — (TYP) T 2 T 12"xlb" Concrete plinth �� tine 6 6' o ci (tv of 2 P 18c1_ 25 -'4 i2(0-O _ 25'-4" 1 �Fjl 6caw• I/411= 11-011 u011 PATE Wb '_A_cq 4196,tdded suriz, ': r eow aoa a:cr, rr , 4 4 a �nti:z T J � cam., c. Q o a < $� 's s j� fz ii U° °ZO L, < l D LIA O vi � � O LLI z � O IM �1 Ul t— N � a i O °1 � IT cf1 LLI X N O d3 Q? c < — -- tz _. t •cz l Z � E cp < v ndv. t34fs4r z� J09. PiO.p�.R.J •..,a'j 611m Nit 1 3 SR-9S-DS8 6122 REGISTEI;ty lTcCT