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HomeMy WebLinkAboutS201- ENLARGED PLANS6"CONCSTEM' � l _ _ _ TNJALI � o 1' T/FTG 96' - 0" C%~ — — F4.0 P3029 6" CONC STEM WALL � 1 2 8'-9118" I --I--- F7.0 P3228 ( r _ _ _ , 3%-,° o I I � O � 55W _. I i I N I 1 L — J � L— — --- —I � f � B III J i �-- T/FTG96'-0" TIFDN MAT 96' - 0" I I'I � 1 A 5303 Q � � C I l I a� 8" CONC WALL EDGE OF SLAB A I�� _ �,. 8'-23/4" 1'-1"WS F].0 6 I I L _ _P3228 � T/FTG 96' - 0" � _ _ _ _ I _Ir � L �T J I � I I i �o ry �� �----I----J ` �I f TIFTG96'-0" i I � I I ENLARGED FOUNDATION PLAN - ELEVATOR va.. _ �._�.. KEVED PLAN NOTES: OA SUMP PIT PER TVPICAL DETAIL. COORDINATE LOCATION W ITH ELEVATOR SUPPLIER. OB H556x6x5li6ELEVATORSUPPLEMENTALGUIDERAILSUPPORT.CONTRACTORTO COORDINATE REQ� LOCATION W ITH ELEVATOR SUPPLIER. � HSSSx8x1l4ELEVATORSUPPLEMENTALGUIDERAILSUPPORT.CONTRACTORTO COORDINATE REQ� LOCATION W ITH ELEVATOR SUPPLIER. � 81/8" EOS 3 �A 5502 �/ _ _�_ _ V � � O' \ I I1' - �" EOS W 18X35 W i 8X35 v 3 W i 8X35 W i 8X35 1 F - - - � W 8X35 � O w ENLARGED 2ND FLOOR ELEVATOR FRAMING PLAN va.. _ �. �.. KEYED PLAN NOTES: OHSS6x6x51i6 ELEVATOR SUPPLEMENTAL GUIDE RAIL SUPPORT. CONTRACTOR TO COOR�INATE RWD LOCATION W ITH ELEVATOR SUPPLIER. B HSS8x8x114 ELEVATOR SUPPLEMENTAL GUI�E RAILSUPPORT. CONTRACTOR TO COORDINATE RE�� LOCATION W ITH ELEVATOR SUPPLIER. � DIVIDER BEAM. CONNECTION ENGINEER TO DESIGN CONNECTIONS AT EACH END FOR MINIMUM SHEAR REACTION AND AN AXIAL FORCE OF 7 KIPS AND A TRANSVERSE FORCE OF 1.5 KIPS. � � ��_ _ LJ _ _ • � W 18X35 W 18X35 1' - 0" EOS k W78X35 a 3 nx Wi8X35 k W18X35 I _ — 3 ENLARGED 3RD FLOOR ELEVATOR FRAMING PLAN iia. _ �. �.. KEYED PLAN NOTES: OHSS6x6x5/i6 ELEVATOR SUPPLEMENTAL GUIDE RAIL SUPPORT. CONTRACTOR TO COORDINATE REQD LOCATION W ITH ELEVATOR SUPPLIER. B HSS8x8x114 ELEVATOR SUPPLEMENTAL GUI�E RAIL SUPPORT. CONTRACTOR TO COORDINATE REQ� LOCATION W ITH ELEVATOR SUPPLIER. � DIVIDER BEAM. CONNECTION ENGINEER TO DESIGN CONNECTIONS AT EACH EN� FOR MINIMUM SHEAR REACTION AND AN AXIAL FORCE OF ] KIPS AND A TRANSVERSE FORCE OF 7.5 KIPS. � � 1 2 8'-9 1I8 7" EOD� I 3'�Q i 5502 W10X12 WifiX26 O¢ W16X26 W 10X12 m 3 O nn�nnwr. � �O 1�D— O W 10X12 O W 1O2X1 N 3 W 16X26 m 3 wis�s W 16X26 W i6X26 N 3 4 ENLARGED ROOF PLAN AT ELEVATOR s2o, va,. _ ,._o.. KEYE� PLAN NOTES: A W8x18 HOIST BEAM. T/STL = 2" MIN BELOW BOTTOM OF METAL ROOF DECK. CONTRACTOR TO COORDINATE FINAL LOCATION AND ELEVATION OF HOIST BEAMS WITH ELEVATOR SUPPLIER. CONNECTION ENGWEER TO DESIGN CONNECTIONS AT EACH EN� FOR MINIMUM SHEAR REACTION AND AN AXIAL FORCE OF 2 KIPS AND A TRANSVERSE FORCE OF 1 S KIPS. CCORNERSTONE �■ � �M�R CR\ ■ STRUCTUREPOINT nc ■ ii 3asaysseo .�i ...�„..n,�a�,ewm��om � CARMEL MEDICAL ARTS PAVILION 12174 N. Meridian Street Carmel, Indiana 46032 � +r m: No. q�11200647 9� STFTE Of / �OSI�� CERTIFIED BY ISSUANCE INDEX DATE: 05.22.2020 PROJECT PHASE: CONSTRUCTION DOCUMENTS i a � v RELEA5E0 FOR CONSTRIICTI�N Su6jec� �o compliance with all regula�ions of S�a�e antl Local Codes City of Carmel '�v�:���\i 1�.rvalMa=� . DATE: O$�Z4�ZO , 2 8'-9118" B 1/8" EOS I ..r .,..1A I S201 I 3 Project Number 2019.00780 ENLARGED PLANS