The URL can be used to link to this page

Home My WebLink AboutS101��- �� << ,r,,� �,a ,ur��; _ G 1 FOUNDATION PLAN NOTES i. REF.sooiFoasTaucTURn�Nohs,oEsicNoaTnascnEouiEs. 2. ALLWNTRACTORSAREREpl11RE�TOWOR�INATETHEIRWORKWITHALL�ISQPLINES TO AV01� CONFLICTS. THE MECHANICAL, ELECTRICAL, AND PLUMBWG ASPECTS ARE NOT IN THE SCOPE OF THESE �RAWINGS. THEREFORE, ALL REQUIRE� MATERIALS AN� WORK MAY NOT BE IN�IGATE�. 3. COOROINATEEXACTSREBLOCATIONOFALLMECHANICALOPENINGSWFOUN�ATION WALLS WITH THE MECHANICAL ELECTRICAL & PWMBING CONTRACTORS. 4. ALLELEVATIONSAREREFERENCE�FROMTHEPLAVFAIRBl11L�INGFIR5TFL00RFINISH FLOOR ELEVATION 100'�0" (U.S.GS.8345��-REF. CIVIL �WGS. 5. REF.ARCH.�RAWINGSFORALL�IMENSIONSNOTSHOWN. CONTRACTORSHALWERIFY ALLDIMENSIONS PRIOR i0 CONSiRUCTION ANDIMMEDIAiELVNOTIFY ARCHRECTIENGINEER OF ANY DISCREPANQES. 6. REF.Sd00�SERIES�RAWINGSFORTYPICALFOUNDAilONOETAILS. ]. WLUMNFOOTINGSSHALLBEARONAPPROVE�SOIL.UN�ERCUTASREQDTOSUITABLE BEARINGMAiERIALAS�ETERMINE�BYTHEGEOiECHNICALTESiINGAGENCV. REF. TYPICAL FOOiING UNDERCUT DETAILS ON DRAWING Sa01. 8. COWMNFOOTINGSSIIPPORTINGMORETHANONECOWMNSHALLBECENTERE�ATTHE MIDPOINT BETWEEN THE COLUMNS, UNLESS NOTED OTHERWISE ON PLAN. 9. ALLEX.CONSTRl1CTI0NSHOWNINPUNAN�/ORSECTI0NWA5�ERIVE�FROME%ISTING DRAWINGS AND MUST BE FlELD VEPoFlED. IF ANV DISCREPANCIES ARE DISCOVERED BEiWEEN INFO. SHOWN ON THE �RAWINGS AN� ACTUAL W N�ITIONS IMME�IATELV CONTACT ARCHRECTIENGINEER FOft �IRECTION BEFORE PROCEE�ING WITH iHE WOftK. 10.PLANLEGEND'. F.F. DENOTESFINISHFLOOR VX' �ENOTESTOPOFFTG.,GRA�EBEAM,SLAB.PIER,ETC. BI'X' DENOTESBOTfOM OFFTG.GRA�EBEAM ETC. DENOTES COLUMN FOOTING MARN 8 TOP � OFFTG.ELEVATION(SEEFiG.SGHE�) DENOTESCOLUMN F5.0-0'�8' �ENOTESPIERMARK&TOPOFPIER SRE(REF.FRAMING��4 Q�B.� ELEVATION�SEEPIERSCHED.) PLANSFORSTUB HSS6x6x318 _ _� COLUMNFOOTING COCS NOT ON FDNS� I CONCRETEPIER I I STEELCOLUMN L_ _J G4 G, 1 � -i G2 G3 T 9' � 3' 2` 6' waue F ns�ne e� m ns-a va^ iz wexze i s a wi�ao 5601 WBX2B WBX28 W8%28 � WBX20 WB%28 F iI5LA8 EL � VARIES WBH2B � WB%28 W8%28 2 5601 i W8X28 W8%28 W0X28 12 4 WBH28 12 6 W12X49 7 SF11 WB%28 F EL 116' 0' WBH2B i PRECAST SUPPLIER AN� THEIR �ESIGNATE� �ESIGN PROFESSIONAL SHALL DESIGN MODIFICATIONS REQUIRED ID EXISTING GARAGE STRIICNRE FOR NEW OPENING c� 'a C� 'a G4 %,� SECOND FLOOR FRAMING PLAN � � va„ _ �,_o„ � / � z CONCRETE PIER SCHEDULE PIER PIER REINFORCING MARK I�""""` I VEftTICALS TIES�SIZE&SPA. �ETAIL CRITICALHEIGHi Pi la�s•Is�a�� ielas I »3@io��oc. � n � N.n. 1. PROVIDE MIN.1-iR' CLEAR TO PIER iIES. 2. TYPICAL TIE SPACING. UNLE55 NOTE� OTHERWISE: HOL� FIRST TIE 2" FROM TOP OF PIER. HOLD NEXi THREE' TIES a' ON CENiER, SPACE BALANCE OF TIES AT SCHEDULED SPACING WITH BOTfOM TIE HEL� 2" ABOVE TOP OF PoOTING. 'NOTE: INCREASE FROM THREE TO FlVE TIES AT 4" O.C. AT TOP OF PIERS WHERE W W MN ANCHOR R0�5 ARE GREATER THAN ]/8' �IAMETER. 3. DOWELS TO FUNCTION AS PIER VERT'S PoR PIERS LESS THAN OR EQ TO 5'-0" H. PROVIDE SEPARATE �OWEL58 VERTICALS FOR PIERS GREATER THAN OR EpUAL TO 5'�0' H.ONLE55 APPROVE� 4. CONTACT ENGINEER FOR �IRECTION IF COW MN ANCHOR R0�5 FOIIL WRH PIER TIES OR VERiICALS. ��,�,�� COLUMN FOOTING SCHEDULE PoOTING FOOTING SIZE MARK REINFORCING WI�TH x LENGIH x DEPTH Fi 20'�" g•p^ p,p^ a3@12'OC.EACHWAV TOP 8 BOTTOM NOTES: 1. ALL PoOTINGS MUST 9E BOAR�-PoRME�, UNLESS APPR WE�. 21NCREASE FOOTING �EPTH WHERE NOTED AS REpD i0 MATCH BOiT0A10F A�JACENT E%ISTING FOOTINGS - GA 0.9� FRAMING PLAN NOTES 1. REF.5001FORSTRIICTURALNOTE5,�E51GN �ATA,SCHE�lILE58LEGEN�S. 2. REETHES400SEPoESPoRTVPICALFRAMINGANDMASONRYDETAILS. 3. ALLCONTRACTORSARERE�UIRE�TOCOORDINATETHEIRWORKWITHALL �ISCIPLINES TOAVOI�CONFLIGTS. iHE MECHANICAL,ELECTRICALAN� PLUMBING ASPECTS ARE NOT IN RIE SCOPE OF THESE DRAWINGS. THEREFORE. ALL REpUIRE� MATERIALS AN� WORH MAY NOT BE IN�ICATE�. 4. ALLELEVATIONSAREREFERENCE�FROMTHEPLAVFAIRBUIL�INGFIRST FLOOR FlN. FLOOR ELEVATION 100'-0" (U.S.GS 834.50). 5. ALLWALLSSHALLBE UID OUTFROM iHEAftCHITECiURALDRAWINGS. 6. REF.ARCH.DRAWINGS.FORALLDIMENSIONS NOTSHOWN. CONTRACiOR SHALL VEPoFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND IMME�IATELY NOTIFY ARCHITECTIENGWEER OF ANY �ISCREPANQES. ]. WOR�INATEEXACTSREBLOCATIONOFANYMECHANICALOPENINGSIN FLOOR SIAB, ROOF DECK, OR WALLS WIiH THE MEP CONTRACiOR(S�. LOCATION d SIZE OF ALL �UCT OPENINGS, GRILLES, ETfl SHALL BE VERIFIE� PRIOR TO CONSTRIICTION. B. ALLELEVATIONSSHOWNONPLANIN�ICATETOPOFSTEELBEAMUNLESS NOTEDOTHERWISE. 9. PROVIDECHANNELFRAMESATALLSUPPORTE�SLABOPENINGSPERTYPICAL �ETAIL 1215402 COOR�INATE EXACT NUMBER, LOCATIONS & �IMENSIONS WITH THE APPROPRIAiE CONTRACiORS 8 iHE ARCH. & MEP DRAWMGS. 10. PROVIDEFPAMESATALLROOFDRAINS,ROOFHATCHES&OTHERROOF OPENINGS PER TYPICAL �ETAILS ON 5401. COOR�. EHACT NUMBER, LOCATIONS 8 �IMENSIONS WITH THE APPROPRIATE CONTRACTORS & THE ARCH.B MEP DWGS. 11. PLANLEGEN�'. F.F. �ENOTES FIN.FLOOR iYX' DENOiES TOP OFSTEEL,SLAB.ETC. BI'X' DENOTESBOTTOMOFLIMEL,ETC. SE �ENOTESSLABE�GE�IMENSIONMEASIIRE�FROMBEAM OR CO WMN CENTERLINE �ENOTES 1 VP', 20 GA GALVAMZE� COMPOSITE '�� DECKwl2112"NWCONCSLABw/6x6�W1AxWidWWF, TOTALY'=4'. REEDETAIL11S401. i � . DENOTE51h",20GA.PAINTE�WI�ERIBSTEEL �l � ROOF�ECKREF_DETAIL6/5401. � DENOTESBEAM-TO�COLUMNMOMENTCONNECTION. REF SPEqFlC SECTIONS 8 �ETAILS. �,� ROOF FRAMING PLAN � � � � va„ _ �,_o„ � o � � z GA� 0.9� PEDCOR DESIGN GROUP LLC ArchitecWre / Projec[ Management 355 City Center Drive Carmel, Intliana 46032 317705.7979 (phone) 31Z7057880 (fax) Architect: � «� . a . f i /, ? PE608902/1 �: ': s*a� or ' � i V 'F, •. ,'.oi:: % �� ?: a 'O,:s�ONA�_E�d.�P. � � � � ❑ � � Developer: P�j E� D C�j�O R l.%� l.%B'%��'x DEVELOPMENT CO. / /� Project: �� ^ i � � �M W •� � � � � N � rn M V � � r � � O Z � O � � � � � � � U � � � O � � � � 2 covvRicHr a oevneRSHiv or ooc�men.s CONSTRUCTION DOCUMENTS Se�lssue Date Sheetlssue Date �1/051i9 11I05I1B Drawn By Checked By Author Checker Last Revision Date: Prqect Number: Sheet Title: STRUCTURAL PLANS Shee�Number: RELEA5E0 FOR CONSTRUCTION Suhjec��o compliance with allregula�ions 04 S�a�e antl Local Codes City of Carmel `� �m�V l�rc�alols�. DATE: 06�Z4�2O G2 G3 I I �„� FOUNDATION PLAN � � ' va„ _ �,_o„ o , � z/ _% � � � � � G . 1 G2 G3