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HomeMy WebLinkAboutS408 - SECTIONS 1ST FLOOR.pdfA.3 TRIM FLANGES OF NEW 14x26 BEAM EX CMU WALL POSITION1' - 2"10"NEW CMU WALL POSITION2 1/4"13 S408 REMOVE UPPER SECTION OF EX W14x22 ACROSS FACE OF ELEVATOR SHAFTEX HCP TO BE REMOVED L3x2x3/16 LLO CONT ACROSS FRONT OF ELVATOR AT BEAM CUTOUT 3/162-122-12TYP 3/162-12#3 BENT DOWELS 8"x1'-6" @ 1'-0" OC POUR INTO CMU AT THRESHOLD.SEE ELEVATOR OPENING SECTIONS FOR SILL ANGLE.v6v6.1 S4071 Fv6v6.1 2 S408 Fv5 Hv5 v3 . 7 DO W E L N E W W A L L RE I N F O R C E M E N T S 6 " I N T O T/ E X W A L L EX C M U W A L L DO W E L N E W W A L L RE I N F O R C E M E N T S 6 " I N T O T/ E X W A L L EX C M U W A L L L6 x 6 x 3 / 8 S I L L A N G L E w / 3 / 4 x 6 " EX P A N C H O R S I N T O G R O U T FI L L E D C M U . C O O R D E L E V w / EL E V A T O R M F R . A. 3 LO C A T E C O R E I N H C P , C O R E A N D GR O U T S O L I D A T N E W W A L L L I N E EP X O Y D O W E L S 4 " I N T O H C P & G R O U T NE W B E A M , S H I M S O L I D T O PL A N K A F T E R S E T T I N G W1 6 X 3 1 RE P L A C E E X W 1 4 x 2 2 , SH I M T I G H T T O H C P W1 6 X 3 1 v4 6 FI E L D V E R I F Y A V A I L A B L E C O N N F O R W1 4 x 2 2 I S D B L E C L I P w / ( 2 ) B O L T S . I F EX C O N N V A R I E S C O N T A C T EN G I N E E R F O R R E I N F O R C E M E N T S W1 0 X 1 2 W1 6 X 3 1 EX W1 6 X 4 0 1/ 4 5 - 1 2 1/ 4 5 - 1 2 22 ' E N D S WT 6 x 3 6 12 S4 0 8 A. 3 WT 6 x 3 6 EX C O N N E C T I O N EX W1 6 X 4 0 3/ 8 3/ 8 3/ 8 3/ 8 SE A T P L : 1 / 2 x 4 x 8 ST I F F E N E R P L : 1 x 4 x 8 (2 ) 3 / 4 " B O L T S EX W1 6 X 4 0 EX C O N N T O B E F I E L D CH E C K E D , R E I N F M A Y BE R E Q U I R E D 13 S4 0 8 EX W1 4 X 2 2 W1 4 X 2 6 3/ 1 6 3/ 1 6 1/ 4 " ( 3 ) B O L T SI N G L E P L A T E NE W L O W E R S L A B NO T S H O W N F O R CL A R I T Y TR I M H C P T O C L B E A M . F I E L D V E R I F Y PO S I T I O N O F N E A R E S T H C P J O I N T , C O N T A C T EN G I N E E R I F J O I N T I S B E H I N D B E A M . HC P T O B E R E M O V E D NE W U P P E R S L A B , CF S S U P P O R T N O T SH O W N F O R CL A R I T Y .8 A T/ S L A B +0 ' - 0 " L3 x 3 x 1 / 4 w / 3 / 4 " x 4 " E M B E D EX P B O L T S @ 2 ' - 0 " O C #3 D O W E L S @ 1 ' - 0 " O C EP O X I E D 3 " I N T O T / W A L L RX W A T E R S T O P 2" F O R E X T S O G EX H C P T O B E RE M O V E D EX W A L L C U T D O W N AT O P E N I N G 4 5/8"6 3/8" 2' - 5" #3 @ 1 ' - 0 " E W T O P , #5 E A F L U T E B O T T O M T/ S T L -2 ' - 1 " T/ S L A B -1 ' - 6 " 2 1/2" L5 x 3 - 1 / 2 x 1 / 4 L4 x 3 x x 3 / 8 L L O .8 A A. 3 .8 A A. 3 13 S4 0 8 EX W1 6 X 4 0 EX W1 4 X 2 2 W1 4 X 2 6 W1 4 X 2 6 W1 4 X 3 8 36 2 S 1 6 2 - 5 4 @ 1 ' - 0 " O C S L A B SU P P O R T A B O V E B E A M S . AL T : 4 " C M U L3 x 3 x 1 / 4 C O N T D E C K S U P P O R T 3/ 1 6 2 - 1 2 3/ 1 6 5 - 1 2 TY P EX H C P T O B E R E M O V E D 12 " C M U w / # 3 @ 2 ' - 8 " E P O X Y 3" I N T O S L A B , G R O U T S O L I D WI T H U P P E R S L A B P O U R . CO N F I R M W A L L P O S I T I O N w / A R C H SE E A R C H F O R P R O F I L E O F 6 " S I L L E L E M E N T w # 3 @ 12 " E W . P L A C E O N F O A M F I L L E R , S E E A R C H F O R WA T E R P R O O F I N G #3 D O W E L S E P O X I E D 4 " I N T O T/ E X W A L L @ 1 ' - 0 " O C . RX W A T E R S T O P L3 x 3 x 1 / 4 w / 3 / 4 " x 4 " E M B E D EX P B O L T S @ 2 ' - 0 " O C EX F N D N W A L L 2' - 2 1 / 2 " HS S 2 x 2 x 1 / 4 F I L L E R V4 V3 v3 v3 . 3 v3 . 7 v4 6 1 S4 0 8 S4 0 8 6 12 S4 0 8 9 S4 0 8 S4 0 7 12 L O W E R B E A M I N S T A L L E D RE M O V E T O P S E C T I O N A F T E R CF S S U P P O R T W A L L GA G E M E T A L P O U R S T O P 20 G A P L O N T O H C P NE W S L A B S W1 4 X 2 6 EX W1 4 X 2 2 v3 . 3 v3 . 7 11 S4 0 7 8 S4 0 8 1' - 5"1' - 0" T/ S L A B +0 ' - 0 " T/ W -1 ' - 0 " T/ W -1 ' - 1 1 " 10 " 8' - 6 3 / 4 " P I E R / P I E R C U T O U T I N T / E X W A L L 10 " SSROCPROFE.AIGNNIOLAERERSASTATE OF860325 NNIDNo.AENIRMIEDEGNTSEYMOCDEc1717 East 116th Street, Suite 200 Carmel, Indiana 46032 Structural Engineers317-580-0402 www.mccomaseng.comMcCOMASENGINEERING MEI 15319Sheet Number:Sheet Title:Set Issue Date Last Revision Date:Drawn By:Sheet Issue Date Checked By:THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT,INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN,THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED,MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R.STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPY RIGHT 2015 JAMES R. STUTZMAN, AIA, Carmel, Indiana.COPYRIGHT & OWNERSHIP OF DOCUMENTS Project Number:Engineer:PEDCOR DESIGN GROUP LLC Architecture / Project Management:355 City Center Drive Carmel Indiana 46032 317.705.7979 (phone)317.705.7980 (fax)MEI 15319KEY PLAN Bldg 5 SCALE: NTSBy:Developer:Project:PLAN NORTH SECTIONS 1ST FLOOR S408Pedcor Square Building 5 357 CITY CENTER DRIVE Carmel, IN, 46032 Project Status KLSJRH12/18/1512/18/15SCALE:S408 3/4" = 1'-0"1SECTION ELEVATOR @ 1ST SCALE:S408 3/4" = 1'-0"2SECTION @ 1ST FLOOR SCALE:S408 1/4" = 1'-0"3ENLARGED PLAN SCALE:S408 1/4" = 1'-0"4PLAN DETAIL SCALE:S408 1/4" = 1'-0"5PLAN DETAIL SC A L E : S4 0 8 3 / 4 " = 1 ' - 0 " 6 SE C T I O N E L E V A T O R @ 1 S T SC A L E : S4 0 8 3 / 4 " = 1 ' - 0 " 7 SE C T I O N E L E V A T O R @ 1 S T SC A L E : S4 0 8 3 / 4 " = 1 ' - 0 " 10 SE C T I O N @ 1 S T F L O O R SC A L E : S4 0 8 3 / 4 " = 1 ' - 0 " 11 SE C T I O N @ 1 S T F L O O R SC A L E : S4 0 8 3 / 4 " = 1 ' - 0 " 12 SE C T I O N @ 1 S T F L O O R No.DateDescription 101/22/16ADD 001 1 1 SC A L E : S4 0 8 3 / 4 " = 1 ' - 0 " 8 EN T R Y SC A L E : S4 0 8 3 / 4 " = 1 ' - 0 " 9 EN T R Y SC A L E : S4 0 8 3 / 4 " = 1 ' - 0 " 13 EN T R Y SC A L E : S4 0 8 3 / 4 " = 1 ' - 0 " 14 EN T R Y 1 1 1 1