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HomeMy WebLinkAboutPlan, Final APPLICANT 11/26/2013Ln a z MsA .ry Q Cu U) 4—) u w Q Q.. 7 I I a■ N 2 NEW. OF,F I c ING E 5 LD N f=l IN5UfRr�7NC ROD Du Lr�7 E t"<INGFI I mrqm� I Nh It f; T. j p 0 ZONING: COMMUNITY COMMERCIAL OCCUPANCY GROUP= B CONSToI.ICT'ION TAPE= V -B ALLOWABLE AREA: 9000 5Q. FT. OCCUPANT LOAD= 25 REQUIRED FIRE RE515TANCE RATING: 5'-10'; 1 HOUR LOT 51 ZE. 9115 5Q2. FT. C0.21 ACRE51 BUILDING 5I2:Er 2480 5Q. FT. LOT COVERAGE: BUILDING: 2196 NEW PARK I NGx LOT; 4244 5Q. FT. (46%) PATIO, PORC:H5, 51DEWALK5; 495.5 5Qr, FT C5%3 LAND5C:APING: 1895!5 5Qr FT. (22%) REQUIRED PARKING: 9 5PACE5 PARKINGPROP05EDr 9 5PAC.E5 REQUIRED 151KE PARKING= 3 NOTES CODE5= ALL WORK 5HALL COMPLY WITH 2010 OREGON STRUCTURAL 5PECIALTY CODE C055CJ AND ALL OTHER APPLICABLE CODE5 AND 5TANDARD5. ENERGY CODE COMPLIANCE: ALL CON5TRUCTION 5HALL CONFORM TO OR EXCEED CHAPTER 14 OF 0550. CONCRETE CODE= 0550 CHAPTER 19 AND ALL OTHER APPLICABLE COC`E1 ANIS 5'i ANUARD5. CONCRETE ACCE55ORIE5: AL REINFORCING 5TEEL 514AL.. E MINIMUM, too kaR FOR #5 LARGER ALL REINFORCING 5TEEL 5WALL F3E MINIMUM i X40 kal #4 SMALLER CONCRETE: MINIMUM CONCRETE COMPRE551VE daHRENGTH 51j -ALL BE 2x00 ppai D 6 28 A`r'5 PER OR5C TABLE 1904.3, FOR NEGLIGIBLE WEATHERING POTENTIAL. PROVIDE MAXIMUM WATER -CEMENT RATIO OF 0.23 CONCRETE 5HALL HAVE A MAXIMUM SLUMP OF 3" PROVIDE 190 AIR ENTRAINMENT FOR CONCRETE NO 5PECIAL IN5PECTION REQ. FOUNDAT I ONS• ALL FOOT I NCc5 5HALL BEAR ON UND 15TUR5ED 501L OR COMPACTED FILL. MINIMUM 12" COVER OVER BOTTOM OF FOOTING5r PROVIDE #4 BAR VERTICAL. as 4'-0" ON CENTER MAXIMUM. CLEAN ALL 5UBGRADE OF L005E MATERIAL PRIOR TO POURING CONCRETE. FILL OVER 6 IN DEPTH REQrI I RE5 5PEC I AL I N5PECT ION. ALL REINFORCING 5TEEL SHALL., BE PROVIDED WITH 3" COYER WHERE CONCRETE 15 POUR DIRECTLY ACOA I NST W I L 5TEEL ALL 5TRUCTURAL STEEL 5HAPE5 5HALL BE GRADE 36 (aro kol) UNLE55 NOTED OTHFRW15E ALL ANCHOR BOLTS 5HALLBE A301 UNLE55 NOTED OTHERW15E MUD 51LL 5HALL HAVE 3x3"x3 GAGE WA5HER5 C31MP50N 5P5 OR EQUAL ALL ' EXPAN51 ON ANCHOR5 5HALL BE 51 MP50N "5TRONG-50LA'" OR H I LT I "KINK BOLT" CIF 5PEC I F I ED) WOOD LUMBER- ALL LUMBER 5PEICE5 SHALL BE X45 FOLLOW5 UNLESS OTHERW15E NOTED J015T5/5EAM5/5T'R1NGER5 DFL #2 OR BETTER ENGINEERED LUMBER? 1 LEVEL GRADE5 A5 NOTED GLU-LAM BEAM5 24F -V4 13UC.K&BLOCKING/13RIDGEING/ M15C:. DFL #2 OR BETTED? 5TUD5/PLATE5 DFL #2 OR BETTER 511-1-5/51-EEPER&CONTACT WITH CONCRETE/EXTERIOR DFL -#2 OR BETTER, PRE55URE TREATED ALL JOISTS AND 5EAM5 FRAMING INTO 5EAM5, HEADER5, GIRDER5 OR LEDGER5 5HALL BE 5UPPORTED BY 5IMP50N TYPE J015T OR BEAM HANGERS. ALL WALL STUD 5PACINC-4 5HALL ICa" ON CENTER UNLE55 OTHERW15E NOTED. PLYWOOD 5HEATWINO-0 1,12" CDX OR 1116" 055 APA RATED EXP. 1 ROOF 5H ATHINGx 5HALL BE NAILED AT ro" ON CENTER AT BEARING EDGE5 AND 12 ON CENTER IN FIELD. EDGE BLOCKING NOT REQUIRED. BETWEEN 5UPPORT5 WALL 5HEATHING SHALL BE NAILED AT roON CENTER AT PANEL. EDG$E5 AND 12" IN FIELD UNLE55 OTHERW15E NOTED. PL'Y'WOOD DECKING: 19/,32" T4G PL`t' WOOD DECKING. IPA RATED 5TURD-1-FLOOR CLUE= LIQUID NAIL5 51.15FLOOR ADWE51VE OR EQUAL. 5CREW5= #8x2= BUGLE HEAD 5CREW5 6 8" O/C. 51DINGs JAMES HARDIE - HARDIPLANK IN5TALL PER MANUFACTURER IN5TRUC TIONS OVER TYVEC: OR EQUAL VAPOR BARRIER WEATHER PROTECTION ALL EXP08ED WOOD 4 ., saw w WRFACES 8PALLBE PROTECTED BY ONE COAT O-SEALER/PRIMER ONE COAs' OF EXTERIOR LATEX ENAMEL INDEX SHEE-1 SHEET TITLE 4 z 71 TITLE PAGE GEN=i�4.11-. NOTES �' F Cil EXISTINCz SITE CONDITIONS Q Z a z CE2 PROPOSED °iITE-FILAN L I PROPOSED LLANDSCAPEPLAN z Q a A I ELEVATIONS z w A2 FLOOR PLAN DETAILS Z z 3 FOUNDATION PLAN �. �D W, 0 A4 ROOD FRAMING PLAN � TYPICAL SECTION � Q � w A5 MECHANICAL PLAN CDEFERRED SUMITTAL) � �4� Sl LATERAL RESTRAINT PL -AN z � t - Lu ul z a DATE 1/26/13 J �P��j-QUQIYJ DESIGNER VY�Inmum 9LvcWprran�t �ry wards RLC. Rod Dunlap Svsu,(rnnu. CHECKED BY RD.R oFILE NO. NOO5TI.DWG PROJECT NO. FINAL SITE Pi ,AN NOV T t zoic N005 � Planner�_ suEEr Nc: en C) C. 1- ll+� i V � clu swCIO l< W X CD 7 6 5 4 3 2 L fn [1 ..RAVEL BASE VE6ETATEID 5WALE 5ECTION 5003', 499.5 ARMOR OUtFALI W/ RIPER ROCK 3" A/C PAVING EXiRIIpEp CONG GURB 500.24 . M 4 IQ a 301E FILL b" MIN. COMPACTED UNpI87URBt'D 301 500.2' CRIJSHEp ROCK VEGETATED TYP. Lf=>AfRKlN6 5ECTION SUJALE q ♦r . Ll 19 K" 62' 50030 FIN15H FLOOR ELEV. 500.49 u E.X. FENCE i i 500. 500.48 � G MOVE EX. FENCE TO PROF'. LINE 500.12 500.30N\\d) 500.59 500.50XX 'x" 500. EX. SIGN 500. EX. CB 500.5 TE=499.51 IE IN (E)=495.59 IE OUT (5)=495.82 500.25 INSTALL POWER POLE REPLACE EX. 4" SO W1 4' PVC SD 6 0.012'1' INSTALL GIBSON CB 50 MODEL GMCBIO-1224HB-4 TE=499.00 IE OUT=491.50 E311GE PARKING U SNORT 4 LONG TRAS�I TERM 3 5PACE5 500.48 r201.22 501.66 5oa.�9 a 500.43 fi 500.10 co ACT501,08. r 50T.00 .38 501.08 r -)o 1 500.81 L .500.51 • X99.91 5 .30 5 499.91.. 1N5 LIG LITHONIA -KT 1 1. i20 '5P4 .59 500.11 5 500.39 500.45 ; 50C�:11 50i.a0 51 Ac"500:9 FfROF'05E 89 500.14 ' , . � . . . • .. , ' • .. ' ' .• : ' .. .. .: '.. 500.85 �12 all 0 -.VEGETATED CHECK "- n1' 500.59 :SW.:. VALVE 499.00 500.60 001.1 500.02 .. 500.16 r -o 11 500.02 '� 000.05 3 p 500.09 500.02 50X7.09 500.25 0.08 TF CLOSE EX15TING EX. VALLEY' TIER EXISTING CU5 CUT III CSC 28► 50 500.14 TFC; 5 EXTEND GUR15 GUT 9` WEST �"�T� cam;' ,�13,GIrCFL' S1py� 94 3F"�' L-- -EGEt4D E ZONINGS COMMUNITY COMMERCIAL � `�cr LOT 5I 9115 . FT. (0.21 ACRES) AREA iN ) M a�f BUILDING SIZES 2 :3a FT. `�''' �►��:.,� .IG! -1T EXP. 12/31/14 LOT COVERAC*, CATCN 5A51N (NEW) BUILDINC0 21 CATCH BASIN CEX15T,� NEW PARKING LOT= 4244 5a FST. (46%) ..-.---- DRAINAGE DIRECTION PATIO, PO MS.. 5IDMALK5$ 495.5 5a FT (5%) LANDSCAPING; 1895.5 FT. -(22% ' 'OUT (NEW) RF-QUIRED PARKING: 9 SPACES 91 ELECTRICAL VAULT MV.) 0-�---"- FENCE PARKING PROPOS 9 $FACE$ FII'' E-hr'1�RANT (EXIST. JK FIRE HYDRANT � I 0 (145 (EX15T.) . FINISHED GRACE SPOT ELEVATION . EXISTING GRADE ELEVATION MANHOLE (NB,U) 0 STORM IN MANHOLE (EX15TJ C?R GSA SANITARY'' R MANHOLE CEXI°5T.? SANITARY'" SE CLEAN OUT CNEW1 0 5.S.C.O, (EXIST.) �'� SANITARY'" MANHOLE (EXIST.) z STORM IN 1"IANI-I�C71..E (EXIST.) 01 TELEP14 ONE RISER o WATER METER IBOX (EX15T) WATER R 150X, CNEUU.? WATR VALVE MEW) DATER VALVE (EX15T.) Q X -o STREET LIGHT (EX1°5T.) Hill AD DRAIN BP 5ACKFL ►1 PREVENTER C.O. CLEAN CUT IDS T D'x" :31`01 DRAIN, X" 0 (E7cIvT.� E.O.P. EDGE OF PAVEMENT EX, EXISTING F.H. FIRE HYDRANT GM GAS METER G.V. GATE VALVE L.F. LINEAR FEET LT LEFT M.B. METER BOX M.H. MAN HOLE PUE F'UEw3L1C UTILITY' EASEMENT --P-- POWER CONDUIT 4 - RT RIGHT em SLOPE 5«X" EXIST. x"O SANITARY �..� R SEWER �� S"x"P EX15T. X"4' PRE:35URE SANITARY 5 R 0z 5.0. STORM DRAIN 5.5 SAN. SEW. 55 # SRV. #11 SANITARY' SERVICE 20 m Wf C.O. � STIP. STANDS Z E 5 TE FLAN &')e' SAN. 58JJM MAIN X'" 0 (EX15T.)54 TEMP. TEMPORARY TFC TCP FACE CUA T.L. TRAFFIC LID 0 � UP EXISTING UTILITY' O Zp--4 P � �.� �� 3 V.5. VALVE BOX gz) 0 W1L WATER LINE � � 0 W1M WATER .METER 0 W.5. WATER SERVICE LINE, CORF. 5TOP, N� 04 ANGLE STOP 4 M.B. SEE DETAIL 408 WATER MAIN X" y (EXIST.) CB W.V. WATER VALVE Ll GVwmQ . u � 33 TFC CON -�y Q 113' O�OU3 pAte 8/23/13 M.ir1\mum �cvt�prnw�+ S �Au.�6V DESICxNER t2od D uv�tu�P T.v�s�rav� t,� R.l...c. CHECKED BY of FILE No. 1 wy 12 ro) N005CE21WG FINAL SITE PLAN PROJECT NO. NOv 2 h 2013NOOK � planner: _.2z__pig, 11111 SHEET NO. CE 2 �70 Mi Ci 3 m H UJESt ELEVATION 01 m COVERED TRA5H ENCLOWRE FRONT ELEVAl"ION 0 EAST ELEVATION 4 0 m Q Z Z � 04 0 U) Ir PQ � w O E--4 oQa � 3 w� LU Q) Lu� l e Copy '1/2b/13 1/2ro/13 Yvef(3-OW03 IIE51GNER t4,/ 17fVAP CHECKED BYVIS VV4 n W RD -R of to FILE NO. N005ALDWG FINAL SITE PLAN PROJECT NO, NOV 2,e 2013 N005 5HEET NO. w 7 6 5 4 3 G m -- a ;;. .w s�. z B c E F V 621,01 a FRE.- CEPT I 24W 5Q. FT. ��� _ lei"=I• _,/',If NOTF.5 OCCUPANCY: GRMP 5; INSURANCE OFFICE TYPE OF CONN CTION: TYPE FI . RESISTIVE WOUIREMENT BASED ON SETBACK;. 5'TCSla,t HOUR AREA: 2480 5a FT. SINGLE STORY FLOOR AREA nR OCCUPAN-P 100 GRO55 OCCUPANCY• 25 REQUIRED EXITS= 2 PLUMBING FIXTURES: WATER C'.LO5ET5; 2 iREQ. LAvATORIE5; .2 REQ. 2xr► FASCIA -- GABLE END TRU55 W1 -._.._..-. 2x FURRING 6 IV' O/C J � K TO 1= 1 L� Mme. ATTIC TRUSSES fP 241, O/C GYP. SHEATHING Z� ..,_ INTER�OR DRYWALL t) OFFICE 1 MUSS- EXTEND TO 113x12 10 UNDERSIDE OF ROOF PLYIUOOD p A V) Z M5 5/6" TYTE X GYP. 5D. I0 SLDR 6040 SLDR z 0 EX'teND 4V, TYPE X GYP. 15D. � h--� 1.4 3 INSULATION. TO UNDERSIDE � � ..f 44 HARDIPLANK LAP 51DiN OF: ROOF SHEATHING � HOUSE WRAP � TYPE �< GYP. SHEATHING 201-311 1/1&'055 SHEATHINCx 0 2x8 STUDS 6 I&' O/C6-211 ' R-21 F.C. INSULATION 5'8" TYPE X GYP. BD. 12a_aaa LLI w 3/4" T4G: PLYWOOD DECKING 2x8 #2 DFI- JOISTS 6 Igo" O/C:0 LLJ� 2 5P5 BEARING PLATE R-30 1=,a INSULATION (Y LIGHTING LEGEND 2xEa P.T. SILL � •Ir+lrrrrr MIrllrr rrr.l .r./r.lr A �° DATE LITHONIA THON I A P1" 13X 2 32 18LD 120 s ANCHOR BOLA'S 112�a� t 3 6 481, O/C: W/ 5IMP50N E3 LITHONIA PM3X 1 32 18LD 120 -.---- 8" CONC. FOUNDATION DE516NER E LITHONIA PM3X 1 32 18L.D 120 EL d : • U1/ 4 DAR5 VERT. R.i..C. 'S 48" 0/C 4144 DAR CHECKED BY C: LITHONIA AF 1/2oDTT SAR 12C7'. WORIZ. a TOP • ..: R.D.R. . � D LITHONIA AF 1/28I�TT �aAR .120 . FILE NO. F LITHONIA WF'CW 28DDT 120 LPI 8"xl�" GC?NG. FOOTING N005A2.DWG LO/ 244 BARS CONT. LITHONIA LRE S 1 R 120 EL N SD NOV 2 2013 PROJECT NO. 51=CTIN4LITHONIA ELM H 1 N005 � 1/2"=1'-C. " NOTE: ELECTRICAL CONTRACTOR MAY I HR FIRE WALL: 0350 TABLE 120.10) 6145Et No. SUBSTITUTE FIXTURES OF EQUAL OR LOWER ITEM NO.; 15-1.13 WATTAGE WITH OWNER'S APPROVAL. Fite-, H ` 9 s K VAIC F U o 2 AL B � 7 6 CzALv. SNt METAL FLA344INCz CONT* 6CONG. PORCH D E F G H I J K GONG. PORCH W1- FOUR PORCH FLU3f-f 6x6 W41 W4 W.W.F CONT. W1 F I N I5H FLOOR AC PAV I NCx V2" il-!1' E5HOLD 6 ENTR`Y' - 2% BLOPE 811x f 2" THICKENED EDGE �A e PERIMETER OF PORCH U11 244 BAGo t.COl'�PACTE GRAVEL 5AGKFILL 6 PORCH RAR PATIO 4 5ECTION 3 �SOLIpINCs BLOCKING(t7P. 6PONY UJALL3) .,,_ fit. WALL VV vvvv\/\ .� b/b"x8" ANCHOR BOLT5 ,a' 48" O/C Q R_30 F.G. INvUL ATION cv 61144" CONC. FOUNDATION WALL 2x4 PONY WALL W1 #4 BARS VERT. a 48" O/C 144 BAR as TOP ( MIL VAPOR BARRIER CONT. -TAPE 5PLICE5 4 dd „ �� 81'x14" GONG. FOOTING-/ 6 x12 GANG. �Tf�IP FOOTING U11 244E3AR5 CONT. U11 244 �3AR3 CONT. 5ECT I 1 1=1 0�� 4" LONG. FOUNDATION WALL ,° �� � 4 �3ARv VERT. la 481, O/C � x14 ; GQNG. FOOTING M� W1 244 5AR3 CONT. ;4 BAR 6TOP� rn w 411 CONE. 5LA ► Q W1 THICKENED EDGE I a W"x12" i3 THICKENED KENE EDGE C1 W1 244 5AR5 ' C,0NT. NAV lit 62'-0" uj FOUNDATION PLAN a � lu � c DATE 1126113 DE51GNER EGI<En 5Y R.D.R. (zoa 0"I-j7(ksvy&Iqco FILE NO. -1 N005AID1116s PROJECT NO. FINAL SITE PLAN ;qov 2 005 planner: - SHEET No, G N I J K \-,8"x]4" GONG. FOOTING W1 244 f* ARA CONT. 2x& #2 DFS. JOI5T5 '? 16'° O/C . VV vvvv\/\ .� b/b"x8" ANCHOR BOLT5 ,a' 48" O/C Q R_30 F.G. INvUL ATION cv 61144" CONC. FOUNDATION WALL 2x4 PONY WALL W1 #4 BARS VERT. a 48" O/C 144 BAR as TOP ( MIL VAPOR BARRIER CONT. -TAPE 5PLICE5 4 dd „ �� 81'x14" GONG. FOOTING-/ 6 x12 GANG. �Tf�IP FOOTING U11 244E3AR5 CONT. U11 244 �3AR3 CONT. 5ECT I 1 1=1 0�� 4" LONG. FOUNDATION WALL ,° �� � 4 �3ARv VERT. la 481, O/C � x14 ; GQNG. FOOTING M� W1 244 5AR3 CONT. ;4 BAR 6TOP� rn w 411 CONE. 5LA ► Q W1 THICKENED EDGE I a W"x12" i3 THICKENED KENE EDGE C1 W1 244 5AR5 ' C,0NT. NAV lit 62'-0" uj FOUNDATION PLAN a � lu � c DATE 1126113 DE51GNER EGI<En 5Y R.D.R. (zoa 0"I-j7(ksvy&Iqco FILE NO. -1 N005AID1116s PROJECT NO. FINAL SITE PLAN ;qov 2 005 planner: - SHEET No, G N I J K m ,no I ®■ z in cn Lo C Q u cu 0 r P`!{rA'IM A WRAP VINYL UP WALL 4811 4011 M ELEVATIONS 11 ROOF AMINO PLAN VENTED RIDGE 280# COMP. 5HINGLE5 12 15# 5ATURATED FELT itiroll 055 5HEATHING 5 .--ATTIC TRU55E5 6 24" DJC HARDIPLANK LAP 510ING HOU5E WRAP 1/16" 055 t HEATWING ... -21 FG. MULATION ` O V2 11 GYP. :.i Ar, PAVING-� W1 244 BAR5 CONT. T IN A B C D A BAFFLE 6 VENT5 ,-2x& FREIZE BLOCK5 W1 YENT5 a) 481' OIC j�-�--- CONT. GUtTER5 TTP. HDR. 4x10 #2 DFL 3,8" ANCHOR BOLT5 6 4V' OIC UJ/ 51MP50N 5P5 BEARING PLATE --- 2xro P.T. 51LL CONC. FOUNDATION W/ #4 BARS VERT. 6 4811 O/C 4 144 BAR WORM as TOP S x14 CONC. FOOTING W1 244 BAR5 CONT. F G C H ATTIC PLAN A B J I Po' 0 O 4 � W H Z w 040 �D w � ��D� � 3 DAA � Z O -N P -,3r- OUD33 Y�i�n• DPvtlopme.r\t S Md u +_ w '� 2 Aare 1126113 1JRAP VINYL MIRROR DE51CzNER JP WALL 48" \ RL.C. CHECKED BY R.D.R. —Ti- FILE NO. - N005A4.DUJCx io PROJECT NO. I 0 N5 t j�ll��i�/'"�►il D FINAL SITE PLAN NOV 2 .� 2013 planner: I cn W-4 C> CNJ vq oj ;.4 llq th It -4 CQ C. cl cnu LO LO z C7" CID LO C) w-4 CC) - C> z Ct1 0) rH rt Css C> C> z m .c --s O (17 cu C) C,.