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HomeMy WebLinkAbout02-01P_BETWEEN ROUNDS_SOUTH WINDSOR, CONNECTICUTf-- W cu O CD 0i \ CU CLJ 0 Lo 00 0 0i LLJ V) Q Pq m 75 / Un Q� 00 0 0i O fy r / N\F CHURILO N\F CHURILO Qp �o o Q N\F KING N\F KING h J z ROMP O�Ns SITE � NIP N\F MURRAY spy �AN 500' RADIUS V N\F CARON N��r O�SCOUN� 2 �� N\F SZUKI s ,O k`rZv�c�� SCOUNTNCE 2��=�vVo `r CO SOUTH WINDSOR N\F STATE OF CT. o EAST HARTFORD KEY MAP SCALE: 1" = 200' iN' Ds 1�-------------- 1 )' / I' P-H —�P HED F�!R S EV-71111111111171 MI iff ff LJ I r7 17 h 17 ■ A / / A ■ dm% /'1 Imo'% n Fil vvllvuz5utl i INDEX TO SHEETS COVER SHEET DEMOLITION PLAN SITE PLAN GRADING PLAN & EROSION & SEDIMENTATION CONTROL PLAN UTILITY PLAN GENERAL NOTES, DETAILS & SOILS DATA 'II f ;I �J 1 SHEET 1 SHEET 1 SHEET 1 SHEET 1 SHEET 1 SHEET AF 'LIC NTw JERRY PUIIA 19 JOHN FI TCH BLVD. SOUTH WINDSOR, COKb17- 607 , REV. 2-20-02 CONDITIONS OF APPROVAL REV. 1-29-02 TOWN COMMENTS REV. 7-20-01 TOWN COMMENTS REV. 4-27-01 MEGSON & HEAGLE Q81 CIVIL ENGINEERS & LAND SURVEYORS RANEIN ROAD / GLASTONBURY, CONN. 06033 APPLICANT: JERRY PUIIA PHONE (860) 659-0587 ADDRESS: 19 JOHN FITCH BLVD SOUTH WINDSOR, CT. 06074 DATE: 3-2-01 [SCALE: NONE MAP NO. 208-95-1CS PHONE: (860) 291-0323 DRW. BY JHS CK. BY WJW I SHEET 1 OF 6 ,7 A w ¢ N M ' N i OD 0 i i U 0 O (U O 0 1 3 n A tr m O 0 (U 0 A / rn 3 In m m 0 (U 0 D_ / ON cn i N\F MURRAY N\F SZUKI N\F KING SITE RADIUS N\F CARON N\F CHURILO N\F KING (T .1 , _ SOUTH WINDSOR X- _ EAST HARTFORD KEY N\F CHURILO 16Up 0441N,q //vC ,O mV REFERENCE MADE TO MAP TITLED: /V I F sp/F�MAN Allp � DScO�Ht C�F O� 0, DISF COUNT CE e r CO. i N\F STATE OF CT. U MAP SCALE: 1" = 200' "MAP SHOWING ADDITION & SEPTIC SYSTEM PREPARED FOR BETWEEN POUNDS INC. 19 JOHN FITCH BLVD. SO. WINDSOR, CONN." BY OFFICE OF MATTSON ASSOCIATES LAND SURVEYORS 138R SOUTH MAIN STREET CHESHIRE, CONN. DATE: MAY 30, 1995 SCALE: 1" = 20' REVISED: SEPT. 18, 1995 "SITE PLAN BETWEEN ROUNDS 19 JOHN FITCH BLVD. PREPARED FOR JERRY PiUTA SOUTH WINDSOR, CONN." BY MEGSON & HEAGLE C.E. & L.S. GLASTONBURY, CONN. DATE: 12-28-95 REV. 2-12-96 SCALE: 1"=20' MAP NO. 208-95-1 SHEET 1 OF 1 B.M. TOP OF I.P. ELEV. 100.00 EXISTING CATCH BASIN & DRYWELL (TO BE REMOVED) 100x54 ' y s� I: f �fr �V Exist. Stockpile Area B.M. SPK. 24" MPL. ELEV. 98.29 �ro �ry0 \� ) �J GRAPHIC SCALE 20 0 10 20 40 ( 11N FEET ) 1 inch = 20 ft. CIO sc �OV N Ch�r^y 3 SSs. 78 O 00 � \ O VJ yam,. �J + Ica X� LEGEND 80 CHAIN LINK FENCE SPLIT RAIL FENCE EXIST. SPOT ELEVATION METAL FENCE POST ROW EXIST. CONTOUR PARCEL AREA = 30,286 S.F. NO REGULATED WETLAND OR 100 YEAR FLOOD PLANE ARE PRESENT ON TNIS SITE. TOPOGRAPHY BASED ON ACTUAL FIELD SURVEY. NOTE: VERIFY ALL UTILITY LOCATIONS IN THE FIELD PRIOR TO START OF ANY WORK (SEE NOTE BELOW). WARNING: THESE PLANS NOT TO BE USED FOR LOCATION OF UNDERGROUND UTILITIES — CALL BEFORE YOU DIG 1-800-922-4455 TWO WORKING DAYS BEFORE YOU DIG. 0 13 99x8 APPLICANT: JERRY PUIIA ❑ ❑ ❑ ADDRESS: 19 JOHN FITCH BLVD —98 SOUTH WINDSOR, CT. 06074 PHONE: (860) 291-0323 WA Ld I I 0, O O 0O z Z rn U - I J Q N r W N FZ)ZWZw Z�r= M (n wmw� <OnLdwo�w w r fn to a. z >- 0 o ww< w <0-00HCJO0_ 0 <Oz(n Q-2 Vjo0N W>-wwmwP0R7J,- U) J 0 CL Z 0- a (n L CK. BY.• WJW O z O w w DRW. BY. _ JHS 0 0 0 z O F U U U DATE: 3-2-01 0 Q Z Z 0 0 m PO U f- �- SCALE: 1"=20' N NN*-.- 0 0 0 0 0 0 (` t ) ON N N N SHEET 2 OF 6 CD In N- r- It > »»> w w w w w w MAP NO. 208— 95-1 DP >CHURILO RILO F mm N\F KING N\F KING h Z RpUA OCC�iyS hvc. ,O SI TE--\ N\F MURRAY ~' �IFSA 500' RADIUS N\F CARON ^' ' '��?;?};•;' .••''••• �� CO 1qN 1, UNT CQ \� B.M. N\F �� N F SPK. 24" MPL. SZUKI k t C3 • DiSCO(/NTCO.NCE e / ELEV. 98.29 O / I SOUTH WINDSOR / � / _ � N\F STATE OF Cl. EAST HARTFORD KEY MAP SCALE: 1 " = 200' P: \1995\PROJ\20895\dwg\BASE\COND\condl.tif B.M. TOP OF I.P. ELEV. 100.00 P: \1995\PROJ\20895\dwg\BASE\COND\cond2.tif 10Ox54 \Q . 3OXAS 9-7 x0 7.6X13.0 CONCRETE WASTE t�/lcl CONTAINMENT PAD W/FENCE �• ENCLOSURE Q �\ \ On, cot , .'.'.'•'.'•'•'•'•'.'•'.'•'•' r Cherry F+�s �' V o C .. NQ• ... r6. . ........ �i�8'.'•'.'•'• •.. • .... • • . •'•'... • • • . • �,.. ....Chs38x3 1.5: .......••.••................. ..• •..• .• ry O a.4.;.'.'.'.'...'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. .. ..'`'c,. �......................... ... .... . ...... .......•.•.'..��?'''''''''''''''''''''''''.''.':'.'.. .. A�pA. \ aRx90 ' 9+ pa• • ..... • .'.'...... .. . O 9aX64 (�6 G.'•'.'. • . \�:. • •..•...•.•.•...•...•.•.•.......•. ..... a....• • . ;O,.• �. js. U • "� .. • .. p ' A' ... ... ... C ti �� oQ;'.'•'•'.' oQ' A� Vic. .......... • �• . •; .;.;.;.;•.. ..'.'•' �• • •'•'.' Q�'.'.'.'.'. .� �.5. 2, ::::: ......... • . .................. .. ...'.'.' e( o F��S 6c�� �^ BC�O 8 v '�' �..... •��• • . _Np.�r CONCRETE• . •'. • • �2 +`L .�1' ;;;;..;� .'.'.. • ; 'r:: ..A ; y: ENTER ..:,.. �0. ... , ..... • ... ° �(i 'SOS, :�•�••.:' , 0.Y.... 0 .... ..'•' ' .'.'.'.'•'.'. .. •'•'.'.'. �� O/ FO HANDICAP SIGN ' '":; '•...•�• ,�'•; •.. / ...... .......... lot .0 �700 Vo (SEE DETAIL) '� '�'' : „ �'�" '�'' +; :.. .... ...... ....... . +: 2S• ,, ; � ;,.';;•.'s ' ' :3,0' ................ ....................... . G;,..k...... . .oQ ....... ..'•'.'• ..'•'•'•'.'•'•' .�' ... ..... 'tcl ...• PROPOSED .;.; ' ...�o�P .......... • STRIPING .... ;,�0' 7 ., .. e...... . >O• • • �' S oro. �¢} .. • ••'.'.'.'.' RIGHT TURN G �o, . .....::'.'. ONLY ..._,7}� 0 .�.0G� p.•.••• 10� F6 a4,�;1; • 0 ri 9 0G .d't, ..S` ....... .'.'. �c�Q��'ti�' ....... QG ........ ... ...•........ ...... ... +'.'.'.'.'.'.. DO NOT ENTER .'.'.'.'.'•'.'.'.. o MATCH EXIST. (:ej Q \�' ; : �' PAVEMENT �b NOTE: VARIANCES GRANTED TO ALLOW 76% IMPERVIOUS COVERAGE AND FOR REDUCED FRONT YARD BUILDING SETBACK LINE ON 9-7-95, AND FOR ADDITIONAL AND LARGER ZONING BOARD FRONT YARD ON 10-5-95 BY THE SOUTI WINDSORONINGBOARD OFAPPEALS. GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. so LEGEND MATCH EXIST. PAVEMENT !^ STAKED HAY BALES / SILT FENCE — — — — — — — — CHAIN LINK FENCE 0 SPLIT RAIL FENCE ❑ EXIST. SPOT ELEVATION 99x8 METAL FENCE POST ROW ❑ ❑ ❑ EXIST. CONTOUR —98 NOTE: VERIFY ALL UTILITY LOCATIONS IN THE FIELD PRIOR TO START OF ANY WORK (SEE NOTE BELOW). WARNING: THESE PLANS NOT TO BE USED FOR LOCATION OF UNDERGROUND UTILITIES - CALL BEFORE YOU DIG 1-800-922-4455 TWO WORKING DAYS BEFORE YOU DIG. PARKING REQUIRED USE GROSS AREA SPACES/S.F. REQUIRED SPACES. INDUST./MFG. 3508 S.F. 1/700 S.F. 5 BUSINESS 1275 S.F. 4.5/1000 S.F. 6 RESTAURANT 859 S.F. 1/50 S.F 17 RETAIL 758 S.F. 1/200 S.F. 4 TOTAL 6400 S.F. 32 SPACES PARKING PROVIDED 9x18 SPACES * 32 HANDICAPPED 2 TOTAL 34 (*WAIVER REQUIRED FROM PLANNING & ZONING COMMISSION TO ALLOW REDUCED PARKING SPACE SIZE) ZONING INFORMATION ZONE: GENERAL COMMERCIAL PARCEL AREA = 30,286 S.F. BUILDING DING. COVERAGE = 6,180 S.F. 20 4% TOTAL IMPERVIOUS COVERAGE = 23,008 S.F. 76% (*60% MAX) TOTAL PERVIOUS SURFACE = 7278 S.F. (247.) (*VARIANCE GRANTED TO ALLOW 767.) APPLICANT: JERRY PUIIA ADDRESS: 19 JOHN FITCH BLVD SOUTH WINDSOR, CT. 06074 PHONE: (860) 291-0323 U U Ld m O o U Y J W Z o ¢ E- ~ En (n W m m W z o ¢ I- J W 0 Q f/i J U W � C ¢ m m W W W = J W - m Vl P4 W ►-� T� V0 W ICI O �' 0 Co Co O Z � Lo 46 Z x O o z � w z Co z z O � z O rn x W W � 44 a C Z Z m CLL- O O CL coW J 0 Z < CK. BY. WJW L z z 0z0 w w o w z > DRW BY. JHS Z 0 p O 0 U — DATE. 3-2-01 m O U 1.- N N 3 SCALE. 1 "=20' O NO O O O U)N N N N i I I I I I SHEET 3 OF 6 n r7 N .- I- 't >» > m Ex w w w MAP NO. 208- 95-1 SP m N\F CHURILO N\F KING mQ r zr " SITE N\F MURRAY 500' RADIUS N\F CARON N\F SZUKI - SOUTH WINDSOR w� C30 Cto (emu O' N\F CHURILO N\F KING 23Q�=(v�pa. KEY RpUp OQ/ S /AlC; MAP SCALE: 1" = 200' DIS�OUNTNCCO N\F STATE OF CT. F ?,9 0. �V CB #3 IV TF=96.0 m -no G/Q$• ovn %AA \ SITE DEVELOPMENT INSTALLATION OF SEDIMENT AND EROSION CONTROLS SHALL BE ESTABLISHED PRIOR TO COMMENCING LAND DISTURBANCE ACTIVITIES. ALL SEDIMENT AND EROSION CONTROLS MUST BE MONITORED AND MAINTAINED BY THE CONTRACTOR UNTIL SOIL SURFACE IS STABILIZED. i� ui 0 E-- U L W O O U Y } a L� z O Q F- I- Ln m w m m Cn w z o Q I- J Cl- uj 0_ (n Q J U W I- O Q m W W m J W _m (0 0) M rn 0 Ld o_ 0 , \ TOPSOIL AND EXCAVATED SUBSOIL FROM THE FOUNDATION AREA SHOULD BE STOCKPILED WITHIN THE AREA OF DISTURBANCE IF NOT USED FOR ON SITE REGRADING. EACH STOCKPILE MUST BE ADEQUITLY RINGED WITH SEDIMENT CONTROL MATERIALS (I.E. HAY BALES 9 98 90 AND/OR FILTER FABRIC FENCE.) co --� ANY ADDITIONAL STOCKPILING OF LUMBER OR BUILDING MATERIALS SHOULD ALSO BE p 99 CONFINED TO THE AREA OF DISTURBANCE. SIMILARLY, VEHICULAR MOVEMENT SHOULD w g S �O� BE DIRECTED TO ESTABLISHED PARKING AREAS. ly co ga'I / g\qro CONTRACTOR SHALL PROVIDE DUMPSTERS AT SITE DURING CONSTRUCTION �+ � oo FOR DISPOSAL OF CONSTRUCTION WASTE MATERIALS. U]LO O PLEASE NOTE —THE BUILDER\OWNER IS RESPONSIBLE FOR ALL EROSION CONTROL AND A d z �Q STABILIZATION REQUIREMENTS. PLEASE REVIEW THE APPROVED SITE PLAN FOR EROSION 1:4Oz U) 0 O QQ \ CONTROL REQUIREMENTS. z U CO / � CO g� 993 99.8 100. �+ y , OO \ b ^ , CONTOURS TAKEN FROM ACTUAL FIELD SURVEY. 00 � \"C'06 ALL PROPOSED ELEVATIONS ARE IN RELATION TO CONTOURS SHOWN. �+ W94 " d Q /0 FINAL ELEVATIONS MAY BE ADJUSTED AS FIELD CONDITIONS WARRANT. �� '� VERIFY ALL GRADES IN FIELD. %%� Z 00 O z O 99.7 ���j1 �i 0 H x �� 5'� •.� " `ti �(�� NOTE: VERIFY ALL UTILITY LOCATIONS IN THE FIELD PRIOR TO w W a CB #2 , ' , ,~;� � '; � ;;�. ; ` ��� START OF ANY WORK (SEE NOTE BELOW). o ♦ TF=96.1 04 ty .. • i. , . �• ,\ , (� ♦ ,h A FL=94.1 \ "'• -;'•' '�.' * gg,g ;� �� / WARNING: THESE PLANS NOT TO BE USED FOR LOCATION OF UNDERGROUND •��''•'.:,• ,. UTILITIES - CALL BEFORE YOU DIG 1-800-922-4455 TWO WORKING DAYS U BEFORE YOU DIG. B.M. / TOP OF I.P. ELEV. 100.00 10Ox54 SINGLE ROW HIGH CAPACITY INFILTRATORS W/STONE FL=93.4(8") GRAPHIC SCALE LEGEND 20 0 10 20 40 80 ( IN FEET ) 1 inch = 20 ft. STAKED HAY BALES / SILT FENCE — — — — — v — — PROP. SPOT ELEVATION gg,g EXIST. SPOT ELEVATION 99x8 PROP. CONTOUR '9S EXIST. CONTOUR —gg RUCTION VCE APPLICANT: JERRY PUIIA ADDRESS: 19 JOHN FITCH BLVD SOUTH WINDSOR, CT. 06074 PHONE: (860) 291-0323 Z Q J J O zoo z Q Imo Qom = LZ ct �oCl- O ►-z��>_o ZW W za- o=WZLu �CWkz W 0 CO O O w J Q O w z a CK. BY.• WJW u- ozoww o ui co DRW. BY: JHS z � � zoF oo K o - DATE: 3-2-01 m o 0 0 o N o 0-- SCALE: 1"=20' 0 o o r I 0, i �' N N N 4 (0 tO N .- I" `t SHEET 4 OF 6 >:> w w w w w w o -wwwwx MAP NO. 208-95-1 ES N\F CHURILO N\F CHURILO I A W 00 O cm rQj g--�mz No- 0 �o rn � N\F KING ma �r �4 z v SITE N\F MURRAY 500' RADIUS N\F CARON N\F SZUKI I SOUTH WINDSOR EAST HARTFORD N\F KING N I F Sp/F�M�N All, CF Co N\F F1NAN z Q DISCO Ce Q =fie ANT co 0 N\F STATE OF CT. U KEY MAP SCALE: 1" = 200' SANITARY SYSTEM ELEVATIONS * 1 2 3 BOTTOM OF GALLERY - - - 91.8 - - - 91.8 - - - 91.8 FL. DISTRIBUTION LINE - - - 95.0 - - - 95.0 - - - 95.0 DISTRIBUTION BOX OUTLET __- 95.5 - - - 95.0 - - - 95.0 DISTRIBUTION BOX INLET - - - 95.7 - - - 95.2 - - - 95.2 SEPTIC TANK OUTLET - - - 95.80 SEPTIC TANK INLET - - - 96.05 GREASE TRAP OUTLET -__ 96.15 GREASE TRAP INLET --- 96.40 FL. 4" PVC ® FDN. --- 97.0 (GREASE TRAP LINE) FL. 4" PVC 0 FDN. --- 96.7 (SEPTIC TANK LINE) FINISHED FLOOR --- 100.23 TOP OF SEPTIC TANK --- 97.3f TOP OF GREASE TRAP --- 97.6f * INDICATES SPLITTL"R BOX W/BAFFLE (SEE DETAIL) MANHOLE ELEVATIONS_ ROW #1 ROW #2 ROW #3 SEPTIC TANK GREASE TRAP TOP OF FRAME E W 99.00 98.20 98.80 98.30 99.00 98.50 99.80 99.70 99.60 99.15 B.M. TOP OF I.P. ELEV. 100.00 100x54 Ndp SINGLE ROW HIGH CAPACITY INFILTRATORS W/STONE FL= 93.4(8") �V CB #3 TF=96.0 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 finch = 20 it. 80 NOTE: VERIFY ALL UTILITY LOCATIONS IN THE FIELD PRIOR TO START OF ANY WORK (SEE NOTE BELOW). WARNING: THESE PLANS NOT TO BE USED FOR LOCATION OF UNDERGROUND UTILITIES - CALL BEFORE YOU DIG 1-800-922-4455 TWO WORKING DAYS BEFORE YOU DIG. ALL CATCH BASINS SHALL HAVE OIL TRAP HOODS & 4' SUMPS. APPLICANT: JERRY PUIIA ADDRESS: 19 JOHN FITCH BLVD SOUTH WINDSOR, CT. 06074 PHONE: (860) 291-0323 0 z Q co O) W O U n O) W W p 0 U w z Y J 0_ r Q �P= L- z 0 a F- V) U)M W m m V) yW z O0 J W 0 C) Q J )U-j V Q z '- m W LL tY W ui r W = _ m to Ix w Imo. 0� O y Q w z � z � 00 co co co O z O � o oo Lo O Lo co o a�0 z Ww z �Ca x U vJ Q � Z z Q a.cj:�0�CLo D = cl� CC) Co J Q O 0' z IL o' a �2 f2 CK. BY.• WJW ��zz I-pzz DRW. BY.• JHS 0 w cn z O � U U 0 o z g g DATE: 3-2-01 000 m O 0 O O (V I- N N E3 3 O o 0 0 0 0 SCALE. 1 "=20' SHEET 5 OF 6 r Lo N N N N i I I I I I co N .- 1- d• wm wx wx u mw wm MAP NO. 208-95-1 U 5 TREADS @ I I " 6 RISERS UP @ 641, TYPICAL 0 DOWNSPOUT Irrrrrrr■ STAIR PLAN SCALE: 1�"cG PIPE J" PLYWO, CARPET j TREAD 2X12 STRINGER 7"'rfD. 5TAIR DETAI L 1 F 5 LAG E: 1-1/2"=I'-•O" EXISTING BATHROOM TO BE REMOVED 14'-8" i it � CONF. 24 VIEW WINDOW IN EXISTING MODIFIED A.G. OPENING INTO RESTAURANT TO BE RATED GLASS �/ I I a) m u1 TOIL. OFFICE DN. MAINTAIN 6-5" HEAD CLEARANCE OK STAIRS — I I 2-� ,� ll _- —--- MECHANICAL 5PAGE O O7r O O SE00ND FLOOR SCALE: NOTE: EXISTING WINDOWS TO BE REPLACED WALL TYPES SCALE: ALL WALL5 TO BE 6" 20 GA. LGMF W/" G.W.B. BOTH 51DE5 UNLESS OTHERWI5E NOTED. BRACE ALL WALL5 DIRECTLY ABOVE CEILING. ALL TOILET ROOM PARTITIONS TO HAVE SOUND BATTS AND WATER RE515TANT G.W.B. J" G.W.B 3j" 22 GA LGMF ® 24" O.G. SOUND BATTS @ TOILET W-I R" G.W.5 5" 22 GA LGMF © 24" O.G. SOUND BATTS �" W.R.G.W.B. TOILET ROOM SIDE W-2 FURRING CHANNELS 8" GMU " FURRING CHANNELS W-5 I m N t4 2 A-4 2 d- 17 10'-4" 20'rXR1-j R 20E XZ 1AGE 4' I FREEZER I 1 16' X 14' 1 15 Me ---- ;, 16 LOCKERS r „a 14 m I I rn I I II 8'-4" 5 A-3 0- LOADING DOCK es- A, •4 '1'-II" 0 RUN WALL TO O O do UNDERSIDE OF W-2 DECK — _ t- 5'X5' OPENING ® ARGHITEGTUR p PLATFORM ABOVE N�-2 FABRIC -' FOR ACOE55 E► L��j _ L 'I' I - MEN dJ ti' 1 �O 28'-16" a PLATFORM OVER TOILETS: i 2I Ell PLYWOOD SHEATHING ry ,W_ _ - �J -` � -' --� - 6" 8" I6 GA LGMF (D 24" O.G. A-4 I SEE DWG A-20 FOR �cr �, STUDS" G.W.B. CEILING @ 8'-O" I RESTAURANT LAYOUT WOM �� F W-I ®II 2 = ® SELF SERVICE Iq 1 0 I VEST. r W,3 A-3 ---- � 2 HP, SHAFT 0 WALL. SEE — — - DETAIL 5/A-7 DN.-------� OFFICE7-4-� I I ARCHITECTURAL 4 I FABRIC, TRAINING II A -I A-4 10 ALIGN WALL --"\I WITH MULLION UP NOTE: _ EXISTING BASEMENT WALLS TO RECEIVE I" RIGID IN5UL W/ "Z" FURRING STRIPS AND 8" G.W.B. BASEMENT CEILING TO RECEIVE BATT INSULATION AND J" G.W.B. ARCHITECTURAL R5T FLOOR FABRIC CANOPY F.1(5 5TUD 51ZE 6AU6E ONE LAYER GWB BOTH 511 DE5 TWO LAYER5 (5N5 BOTH 51 DES 25 GA. 12'-511 5-5/8" 22 GA. 13'-O" 20 GA. 13'-8" 25 GA. I5'-0" 4 22 GA. 14'-0" 20 GA. 14'-5" 16'-6" 25 GA. 15'-0" 15'-O" 22 GA. 1a'-3" IQ' -a" 20 GA. 21'-10" NOTES: ALL STUD 5PACIN6 15 TO BE 24" O.G. ALLOWABLE DEFLECTION: 1-/360 ALL DOOR AND WINDOW OPENINGS IN INTERIOR WALL5 TO BE FRAMED WITH 12 GA. STEEL 5TUD5 HINGE LOCATION STAINLESS STEEL BIRD 5GREEN 5GREEN FRAME — COORDINATE SCREEN DESIGN WITH 516NA6E TYP. BIRD­50REEN SCALE: I"= I'-O" '50REEN REQUIRED AT ALL ARCHITECTURAL FABRIC U WQO wOO� vi JOB NO : 02-034 DATE :6/I8/O2 SCALE : I/8"= I'—O" DRAWN BY : AARON .a n m rri N C'a N O O N 0 m N �a- Y-, n N Q O N b u.1 r-1 0 Q FRONT ELEVATION SCALE: I/8"=1'-O" ELEVATION KF.Yo OI EIF5 O2 SPLIT FACE GMU BLOCK WALL O3 6ALVALUME PANELS O4 ARCHITECTURAL FABRIC. (SUPPLIED AND INSTALLED BY OWNER) OSITE LIGHTING O5TANDIN6 SEAM ROOF OGROUND FAGS GMU BLOCK WALL OSTANDARD GMU BLOCK WALL BELOW CANOPY ODOWNSPOUT 5TANDIN6 SEAM PANELS 4'-011 0 � � t W m N +t �N r _ N O 0AN0f=`100` 1"1"/4`FmTA1L SCALE: G; �NOPY BY METAL BUILDING MANUFACTURER Z UJ pw0 W LL 516N AND MENU BOARD SUPPLIED BY OWNER INSTALLED BY CONTRACTOR. FORMED MECH. PLATFORM a 2 3 5 A-3 A A Q 30'-61 1, i.i.tl 11LI.11 oo/ I l; 1 , t I t • \ � _ I111I_tIIIiI1t ' -11 ii ,II 1L111�11.11I.11'l:t.�.l.t t t. LT • . 11.1-11 I.I L1._LLI I i 11 I1.1-1_Ia:! �:L I [Z 11 1 1. 11 1 i. I I I I (� j�j 11 1[ L I I I .t 11 � • t I I1 I 1 (iltl 111(1!Iititil 1 I I_rLltll 1 I &HT ELEVATION SCALE: I/5"=1'-O" 2) (5 3 a N L1t 1 I11111�1111tlIlilllt.Itlllilllttl1111111:t111(!t11I11111tI11 ! 1 1 1 1 I I 1 1 1 i I• t l L -1-.: L :I . t l t(. 1 1 1 I i 1 ( t 1 1 1! l t l i 1 1 1 1 i 1. 1 I. l J l i 1 L. l I I L I I.I I t l l l i r l 1 1 1 I': t l l. l i t1:-1,1.1.1 11 t I 1 !.! 1,, 1 1. 1. 1 I I t l l l! l I :1 I I l l t l t, l.! i l 1 I -L_T1I lllil lit l l( lii l l I 1 I l I I Ii( l t t l li1�I I L.II LEFT ELEVAT I ON '7� SCALE: 1/5"=1'-O" 5 A-2 2 A-4 1111.1111111.111111 1.11=11111L1 l It 1 1 L 1: 1. 1 1 1 1 1 .1 a T 1 I 11 I 1 1 I I. I I I I. 1 PT. 11 1 I 1 1[ 1 1 I 1:1 -iT i L.r I.1 - Z_ 1 L I %_ 1 I i !.. l: L: l! I l i I. I I t 1_ i 1 I_ _.I _ _I I I I 1 1 1f T_ I I I;I 1 III 11 I Ili I7- ,REAR ELEVATION SCALE: 2 I 1_ 1. 1. 111 1 1 l 1 -Ll7 1 I 1 I 1 11 1 . I L I .i Z rzl. 11 I 1 1 1 1 1- I I- I 1 I 1 i_ 1 I T.1 I: I _I . 1 I 1� I I I.1 I I.LI 1 z r r I I r 1 t r r 1 I _Ti-l: L. [[ 1 .I 1 I L=T_I 1 I I 1 1 I 1 I _1 _1 i L L L -I_ I F I I L TL .I: I� _I: I. 1 r I I I l I I- 41- I­1 z�rLrljrl C 1. I I: LI 1 L I i 1 -I l I I .I_:1 I_ T_L1 1_I:1. I:T I I rr I L I I I I 11.:T I -I 7- I I 1- 1 T 1 tI!It tl; MECH. PLATFORM 00 0 I-- U I- U w Z Z 0 U 0 ry 0 tl... Q S H Q w I- w w I_ U) w m 0 0 04 Lu (D Z ry Z �_ry W � ULj W �_z AJU UZ JOB NO : 02-054 DATE :6/15/02 SCALE : I/a"=1'-O" DRAWN BY :AARON ml