HomeMy WebLinkAboutCongressional Flex - Arch 005 - revisedNOTES
1. WNTRACTOR SHALL VERIfY ALL DIMENSIONS & OETAILS.
2. OWNER WILL SELECT WiERIOR FlNISHES.
7. ENGMEERING & �ESIGN Of AIECHANICAL & ELECTRICAL SYSiEMS BY OiHERS.
4. ALL WORN SHALL BE DONE IN ACCORDANCE WI7H ALL APPLICABIE LOCAL AND STAiE
CODES AN� OR�INANCES.
5. COORDINATE WORK AS REQUIRED YAhI OCCUPANTS' WORK SCHEDULES.
WALL IEGEND
NEW 3 5/B" S7EEL SND PARiITION
W17H BATT INSULAiION & 5/8'
�RYWALL EACH SI�E
NEW 6° S1EEL SND PAR7IPON YA1H
� BATT INSl1LAilON k 5/8" �RYIVALL
EACH SI�E
E%IS71NG SID� WALL TO REMAIN
E%IS71NG CMU WALL W/ BRICN bENEER
PftON�E BEARING POCKEi
W EMISIING CMU WALL
fi.-a.
NEW VANDOW OPENING M EXISTING MASONRY WALL W/
3- L 3 1/3" x 5" % 5/16" LINTEL, U-0.45 MAx,
SHCC-0.40 MA%, VERIFY ALL DIMENSIONS k DETAILS
E�I$�N�i
Llil
E%ISiING 4 % 4 % 3/0
S1EEL NBE COWMN
3
NEW 4 M 4 X 3/8 S7EEL IUBE
WWAIN BEARING ON ERISPNG
FOUN�AiION PAD
-NEW 4" X 4" % 3�8" IDBE
COWMN, VERIFY Al1 �ETAILS
.SIM.
3" CONC. TOPPING SLAB W/ FlBER
MESH OYER CORRUGATE� METAL
�ECK. MATCH EkIST. FLOOR ELEV.
3• % 3• % �• POUR STOP
ANGLE, CONiINU0U5
ALiERNAff PURl1N
SELECPON: FOR W0X10
SffEL PURLINS, CON1RACi0R
MAY SUBSPNff WB%10
SECilONS IF AVAILABLE.
W14X62
3" X 3° N�" POUR SiOP
ANGLE, CONPNUOUS
EzisnNc cowMN, FiE�o-wE�o
L 3' M 3' % 3/8" BEARING
ANGLE ID EACH SIDE
3" % 3" K�" POUR STOP
ANGLE, CONPNl100S�
HORIZONTAL BRIDGING, iW.�
7' % 3" X#" POIIR STOP
ANGLE, WNiINU0U51
�
wn�� MouNho suPaaer
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FRAMING
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ING, TYP.
E%IS11NG SiRIICTIIRAL Tl1BE COWMN,
FlEID-WEL� L 3° % 3' %�' BEARING ANCIE
10 EACH SI�E, REFER i0 6�522 (SIM.)
7" X 3"I% �" POOR STOP
ANGLE, CONPNUOl1S
-NEW 4" X 4" % 3/B" IDBE
COWAIN, VERIFY Al1 �ETAILS
*
NEW 4" X 4" % 1/4' IUBE WWMN, 12'
% 12" % 1/7 BASE PLATE BEARING ON
E%IS11NG fL00R SLAB W� 4- 3�4�
E%PANSION BOLTS, & 6" X 8" X 1/7
cna a�ah w/ a- i/z' n�au eo�Ts
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(�!\��JC HART OFFICE EXPANSION — SECOND FLOOR STRUCTURAL PLAN
RELEASED FOR CONSTRACTION as, sr (ceoss)
Su6jec��ocompliancewithallregula�ions VERIFY ALL DIMENSIONS b(
04 S�a�e antl Local Codes CONDI TIONS
City of Carmel
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NEW 4" % 4" X 1/4' iUBE WWAIN, 12' M 12' M
1�2" BASE PLAiE & fi" N 12' CAP PLATE
NEW 3� R 3� R 12° CONCREiE FOUN�APON
W/ J- XS BAftS EACH WAY, TOP FWSH
W/ ENIS7ING FLOOR SLAB
waxia PueuN aodnceNr ra
EMIS7ING WALL
CRG OFFICE EXPANSION — SECOND FLOOR STRUCTURAL PLAN
i/a" = t'-o" sn sv (ceoss)
VEPoFY ALL DIMENSIONS &
CONDITIONS
3" CONC. iOPPING SLA9 W� FlBER
MESH O�ER CORRUGAiE� METAL
�ECK. MAiCH E%ISi. FLOOR ELEV.
NEW WINDOW OPENING W ERISIINC
MASONRY WALL W� 3- L 3 1�3° % 5%
5/16" 11N7EL, 11-0.45 AIAM, SHGG0.40
MAK, VERIFY ALL DIMENSIONS k DETAILS
3" % 3" % 5/16" CON➢NUOUS
BEARING ANGLE, MOUNff� W/
1/7 TOGGLE BOLTS INTO
E%IS11NC CMU WALL � 24° O.C.
NEW'MN�OW OPENING IN E%IS11NG
MASONRY WALL W/ 3- L 3 1/3" % 5" %
5/16" LM7EL, U-OA5 MAR, SHGG0.40
MA%, VERIFY ALL DIMENSIONS k DEiAILS
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OFFICE EXPANSION
SECOND FLOOR
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