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HomeMy WebLinkAbout121 Towne Center Cir 95-1665 (a)` 1. J=IA ALINES ; - - - - � �S-2 R1 R2 9 R3 t ri Q COL GRim STEP T8 -1 i 4 �t I -,8'- ( i n _� -� I w , w-' A5 v4pI I~ In ` l //}}OPENINGS `,_�4 _.tn -G✓. 17'-2 3/4` Or -� �i ��TT 1 { I iJAI CJ - I s_AI� �rlc-���- I 550 ET t t t ► I I i (8 --- I i 1 t f► { -- I_ ----------- - ----------L -L _1\ - _------ -- { I i C1 L _j L GI G1 C!.- FI 1FI F1 I i r � � I E:EY^ a v IRE"E�TS U;/ TI OSSa 21-111-2" Zff 6O' -O' - i r I _ cr cq I I T C. ORS �►� I {� I I- I = I I ' , F1.� w I � II OC t f STEP WT3 I o I wju { I z IE U ( I t ( { O~ W I I tNOT=:�- �% NO � AVEO'JT � TE -1 r _ I t } I t I t I I -, tn tn pC I 1 f Q I � I ' I I + t c I STEPe , G I I I I F1 f i Ram :.RCS -i FOR SPECt0 JT '�i•cEAT`!fiNT 'ID THtS 4 I I NO T E: REM .RCI -t FCR SIZEG'.".►L i I i4R — — — _�- tt II L! `rn+ C1 !1 I I F1 rt ! t � II I I L=AY=OUT �i N( I t t f TYP GNC I I 0 23'-G` I Al c I � t � f f�21 TE -I �'2m -E-2 F �1 SE..�4C«"t. \ 6 TYP, (2) PLACES _ 1 D 4 E ' k--;---,� a - - — -T 9 ' L - RC dim �m I`OUNIDATI ON - PLAN NOTES: 1_ FLOOR SLA5 S -4.1.1L BE 5" T+041CK CONCRETE REiN^ W/ 6X6-t;"rN1.4XMi1. — OC OVEM 6 MtL VAPOR BAQRIER ON COMPACTED3 SU6QA DC. f SEE SLAB GN GQA=E ETAILS FOR PLACE ENT OF REINF) NOTE - GC MAY USE 4" SLAB IF TILT PANEL CRANE DOES NOT TRAVEL ON THE SLAB. Z T/ 5LA5 Er = T SEE CIVIL FOR ACTUAL ELEVATION 3. T/ WALL =TG EL : S8'-8', TYP UNO 4. T/ ST',. COL FTG = 99`-O", TYP UNO (EXCEPT CA ,NOPY GOL FIGS S�+ALL BE g S8'-O'l 5_ ALL TILT -UP PANELS ARE 1',1f" ToiICo' < 6. ALL TILT -UP PANELS AQw_ T+ -E jNSi"'M O= THE BUILDING_ STEP FTG W+-45RE 64-40WN .LN D AS QEGJIRE D TO AVOID INTERFERENCE W/ OTHER TRA✓ES. S'N STEPPED FOOTING SECTION 5IBS-2 8. ALL FTGS AQF_ Cc�:TERE e>�E.aT+-I SRG WALLS AN= COLS, TYP UNO a SEE S+ -+T RS -5 FOR PA.'`EL REINF .�,;.^. E"'1BE :iE^. 1T>C"S_ 10. SEE SO4T RS -5 FOR Ia.LNE:- JT ==TAILS. I1_ SEE PLAN FOR WfOTti OF PER1.?%0 ER LEAVEOUT 12- SEE S-41' S -N FOR C MNERAL NOTES. FOUNDATION DESIGN INFORMATION ASSXw,= NET Aa .LOWAHLE SOIL BEARING PQES&.'RE = 2500 PSM, SUSS:Q=ACE INVESTIGATION PIAS NOT SE.Z% PERFOR, ; ^ AN GECTEC NiCAL REPORT WAS NOT AVAILABLE FOR FOUNDATION ;ES►GN. PRICR TO G01�►STR;:CTION, TmE CONITRACTOR S+ -►ALL RETAIN T�4E SERVICES OF A G'JAL;W= GECTE'" %-41C-AL ENG TO PERFORM SOIL TEST BORINGS, PROVIDE :c ATIONS FOQ FCQNND ATION iE6100N (INCLUD:'N!a NET ALLO"w1ABLE SOIL 5R:3 PRES&,.:RE) PROVi :E EAR. Tt!WOQ< C411 IPACTION CRITERIA, AND PEF=C;;Z "S SOIL TESTING DURING CCNSTQL CTION_ C✓ 'TQACTOR IS RESPONSI5LE FOR P=;zXCR"!ING ALL EARTI•IWOQ< OPERATION'S 1N STRICT ALCOR D.6WNCE WITk THIS REPORT. IF TWE FOtoN1 ATION REG ; , rcNDATION�v AND N.T A�LG'wJA5L8 SG1L 8zAQ4" 0 C3rPACITY DI=EQ FROM T0+E ASSU`"c VA""E, T*+SN f'"OD IFIGAT(ONS TO T+ -+E Dc:�sS WILL BE RE' IREO. Si-+OuLD THIS OCCUR, T"M CONTRACTOR S4-4ALL STOP CONSTRUCTION A'�:D NOTIFY .SRC+=10\10 11"�'!EDI.�T=LY. « S ::x1 E_XGIPT O JTS'DE =•%CE OF P.�EL = E.:GE CF =TG. T H t SCOTT PARTNERSHIP ARCHITECTURE N 1900 Summit Tower Blvd Suite 260 Orlonda FL 32810 407 660 2766 Fax 407 875 3276 SL##AAC001155 ® SGN / SEAL ■ CONSIL LTANT cyton Brame! MMebrooks Associates, dx. CCMLTM FMCIUM " fs R44 � nk %"W Pat ,'YAC W" �� Pw00) 64&-" p PROJECT COLUMN & BASIE a S Ca-{ EDUCE MARK SIZE BASE PLATE FOOTING SCHEDULE MARK SIZE (L X W X D) A7 RE11WORCING REMARKS FI a-6` X 6'-66 X 1'-4' ';Z (1) O5 EW BCT 3/4 F2 6'-0` X 6`-0' X 1'-2` C2 (6) SEP E,:J BOT 1A F3 51-01 X 51-0' X 1'-0 SECT IONS (5) t5 EW BOT C3 12 12 3a 11_01, 3/4 SE SEGTIO\t°v M-1 CONT X 2'-0' X 1'-6' (2) $5 T45 CONT W1 03 TIES c '6` CC TE -2 CONT X I' -O" X 1'-4' (2) 05 50T - - - -- W=1 CONT X 2'-01 X 1'-0" (3) a5 1T t 25 COINT L�F,A SEE NOTE 5=_LOW « S ::x1 E_XGIPT O JTS'DE =•%CE OF P.�EL = E.:GE CF =TG. T H t SCOTT PARTNERSHIP ARCHITECTURE N 1900 Summit Tower Blvd Suite 260 Orlonda FL 32810 407 660 2766 Fax 407 875 3276 SL##AAC001155 ® SGN / SEAL ■ CONSIL LTANT cyton Brame! MMebrooks Associates, dx. CCMLTM FMCIUM " fs R44 � nk %"W Pat ,'YAC W" �� Pw00) 64&-" p PROJECT COLUMN & BASIE a S Ca-{ EDUCE MARK SIZE BASE PLATE ANCH BOLT CAP PL REMARKS A7 B T L D •• ` TS6XbX'/� ';Z 12 3/4 1`-©° 3%4 SE SECTIONS C2 TS8XSX'/4 1A i4 1 1'-0" ka SECT IONS C3 12 12 3a 11_01, 3/4 SE SEGTIO\t°v - DETAIL BASE FP_ UV F— Be T1 --QE A✓S 3 04EX NUTS PER SOLT MIO GG&MON Liri G00TQi*"'r Oh= OTrr" IEWCO M -1w MAP. % N tw"n P%.A". Tw!f 01MON "0 Calli^J'db AMR NOT TO in Ri�ROOfiG . G+4Pi6p Om comm= tN ON !-LANNIM Ws-4ATe0lv" i,ATwOJT RrFiT ODTLiNtNO T*X 1>dmn" dibOGibTt�` AOR OR! TM.sY TO MIMMO&ON AND c4"014 -- Di bbb!3Ni'? TG +4At'N' *QTY WITr+OIiT i•:Rd'' 00"�1UNO •.1iD iil,liTTlV NORTHEAST CORNER OF TOWNE CENTER BOULEVARD & ST. JOHNS PARKWAY SANFORD. FLORIDA ® SHUT "0° DATE: - 05-09-95 DRAWN BY: RA CHECKED BY: RA/WRB PROJECT NO: 95011 TSP p _ REMONS ® 5I'fEf TRLE FOUNDATION PLAN a - _ - TILT -UP WALLSCOTT PANEL, TYP - LEAvEGUT GEE PLANCOOR= Lu/- 0*4 0�4 =OCR RSHIP TYP C.VG �'-3n _ ® DOOR MFR L3/ X3, 6' CMU FILL SOLIC { s X1, i CONT . 3 HS - - - NOTE: .► F - _ - W/ GROUT 3i4UJ! 3,� o X y4` REF: SLOPE I d � 12" GC - Rte: �,t - _ 95(X LEAvEOUT -4') g EA - _ L:JUrz NOT c.�«+.iW"V <, ( t -tit PNO- BIENT 9A_ MIN t` GLR FGR CLARITY 95XS'-64 s, EA SE \ I I '��i 2'-G" LAP EA ENO_ F UNO_ _ - - FIN � EL - � SEE PLAN�,. OP N C '�'P GONTR TION MOi�E D":JL TO - POSITION BAR \ . - �4XI`-©" f? P$ \\// LEAVEOUT*PNL T91tC<NZG8-4- CLEAR Ci RE:: 1 _ R PNL.) �`\f\� �7 C d8' MIN. `t iS-t RE=: ls"Z REF: 1 -_ -- 1900 �t REM: GOUT AFTER FINAL - - SLAB RE: - SLAB OR GRA: E Summit PNL. POSITIONING C3 BARS MIN PER PNL, 2 BARS MIN .0) CiYIL GZXab Wt'i�"X Rte: ARCS _ _ __ EA LEG IN OPVG LARGER THAN8'-©") rl A S EC TI V N 'O� • I"t a NK X Tower ROTATE *-;< TO MA►NTAR CLEARANCE 1'/2" WI E BEAT T TG ELRS-2 Blvd rE 5TR AP AV�;.'S SEE PLAN �y 1? " GC T t H (STAGGER) w Suite 260 3" CLR ( TYP &4IM AS RE^'= t 1" G40UT • T� Z SEE FTG. 5Ci-I_ SO:;D FULL LEVGT-} OF WALL • • Orlando FL 32810 1 lA SECTION @ EXT WALL -FTG r2%SECTION @ DOCK DOOR407 660 2766 JP -010 RS Rs -2 RS -2 SCALE: 314" = 1`-G" TYP UNIC fl�3 SECTION @ EXT WALL FTG —2 Fax 407 875 3276 _ NP -009 [LJ S L#AAC001155 34 ` R - M"B`QMAX � � - &-©` OC. (MIN 3 PER ■ SIGN ! SEAL GLA:.;NG REF ARC«�I G CGL t FTG � CGL C2z ¢a GGtiT IN iG0 HL+G STL COL STL COL _ 1 CEJ. t CT:s CCL BLOGG OUT FILL SGLlD Wt .-.CNC qEt „�qG;,,F SEE SITE PL:+N I i SEE PLAN - _ I 1 I 4 I I 5TL COL I I I I I I I k BS1GK RE=: ,ARC; -I BA.� E I'2 SEE - 1 TILT -UP WALL PANEL OC IN GROUT t.+ALKW.3,Y _ �ll F ILLE.i EJ - SLOPE ON I I I I ! I 8.��= P SEE 1 ! SLOPE :N I I I 1 I I SG�EOULE 1 I ■ CONSIRTANT 1 1'i2 " I \\/ \/ G-cOJT, TYP � •— •— •— I crtorl /t .- j raswel I E Mebrooks Associates, kw- CC w- I ; • ADD x4 & !6" O C coemum smut-t,RK **Pan - 1 R-4 !r Mk Wk" tik, Raft STS! _ 8 amf ale-�zt rre Nav1 ��sa FTG SC�i ■ PROJECT = 4 SECTION @ STORE FRONT. 5 SECTION ® EXT COL� SECTION ® EXT COL 7 SECTION @ NORTH EXT WALLSECTION C� INTCOL �-2 1Up_0N RS-2 RS -2 i REFER TO ARCoi ( - 5=E ,,Sq FCR H:,NGRAIL DETAILS ` SLOPE DN I IMEM F02 L ► %f%'/��/� \ _ AT ' a)Ct X3 LL - / ✓E� l � i.i - - _ 4 Is' OG t\ i a � E;rJ, 50T i _i \ R2.2 i GATEUJAY <t \ 1 8 C?1aa :.-Ba,RS '/I K T�-,QU "'z LU- �8"t EL ZA X—BRACING X -a - CC11 CONN @ COL BEYOND sc` `�~ r 8 NORTHEAST CORNER OF t EL °'-©" L3 X3 X'�4 COtiT 3s�8-ISGt s1$" GC T _ (?) a cG►vT Rp OWNE CENTER BOULEVARD © & ST. JOHNS PARKWAY 1`_c" aT 5QG E:. SANFORD, FLORIDA NEG PLAIN o %HT Mo. Ko9 SECTION @ STAIRS N-Ia,d ww GCN, 8 10 ELEVATION @ TE -1 STEP DATE: 05-09-95 3/4 A% DRAWN BY: RA = X-3RAClNG - � `PRS GL EO EX,P SEE N;CTE 2 "SGS - CUT x CHECKED BY: RA/WRB JT FILL_R JGI!�`T ti FACE CIF WALL, - 2'-O" LAP PROJECT N0. =—.—sCOL, PNL _— —.—_—_ -. � 95011TSP = , NO"E 3-/ �'\\ \j�I� L3 X3 X'I4 CONT L CUT S' AS AS SOON AS R�V�i�VS - NOTES. -J Z AGGREGATE TOES NOT Tr' -T -v= P LI TILT -GP P'�;L Q F $J (EXaA%r-ICi t %1010ItiT) ^lSlOy _. CMUST BE J5, BQs Er :JiT�-►IN SAt'"E^r.�Y .+S TYP LAP op °i p�,+►� GGNCRETE 3101, DIA L3'� X3� X'i ' 2. PLACE RE � 'F 1/3 SLAH _ 0" 2 s CONT Tf F � G EL TYP � M.�TC+-+ GGi;T _ I . ^.EPT+» FGR GLASS i REIN '=GRCLNG l kS COL SEE SC-04DULE "'!Ay 22 I:S7 01 DSEE PLAN SIS- t SPACI '� E�sB EA 810_ G RE.�TEQ 7�.a` 5`. 11/2' ,- 4 �oPE - I.u/ tt8` RA :NS Clic FOR SLAE^ S' OR - ^-- -- P t 3. Cu' 213 G= SLAB REIN;:. S== LAN b � • Q Q� �\\���� lk NOTES: 1_ PREYE�;T BON.^. BT'.►.N .� SLABS_ \\fes\\/ 3" CLR 1 1 l l L3'1'2 X3'/2)e/4 CONT 2.-DISCONTIa 'UE REINF s JT. ► CORNER t C —* —_ —_ SEE Pi.AN - Rs:INr c�~E .� T � - IN FTG ..�+-IE. U!E PRo,-eI E '"'ATC+-I;� 'G C :Q'\ER BAR FOZ ,;�5� �Cc.a =FTG T�'iIG±CNESS :,LL ;4CRI=NTX REI\FGRCI�L!s- CJ C<E1'EO CO\STRUCT(O'v INTERS=cTIGNs t coR`ERs. 13 SECTION ® SIS TITLE RRS-2DETACLS SLAB 01\I FOUNDATION AND MEZZAGRADErB DETAILFTG NINE STEP C 0 R �`` ez"I '' "`"�°b`'' %z 070" B SECTIONS AND DETAILS NER BAR DETAIL ��` ,� ;-.j-"s PL o& 12 SECTION R��� _2 ��s cyan; .� uaawse ..:1 �,o, ro RS -2 RS -2 � .�. OR COW 1= I �v .o+" CM �aat� b-At?0N OwAew�. Mtfr:. il�R,ri0�6 A"OCJ*16• NOR .IFR +wt+- 10 Di J.66;GVp -0 .W' I°4R'r 1up%Lour N JSP CA Q5 EL t15,_ O3/4 r 95099S3 05-22-95 1:22x11 SCALE: 18'-12 i fto 5RG E. T/ W 1 ' SLOPES W! T. EC< T/- WALL EL 123`-i,�' pis r 1;23'-6" vTEP 12 2 `- v' T f PA%OO2L i X -SRA cIN;