Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
E9.PDF
4 181F CONT L3x3x�q� 2-12 �RDOF ➢ECK BEAM PER PLAN � VARIES SEE PLAN 181F rJBCt 1 Oil �� 1/E9 �� CONT L3x3x4q � 2�q & 3" EOD (REF : � � 30B 5914 CONT. BENT PLU4x14" 3� @ 103�q & l�l�g EOD LSx3x�gxCON1 W/� "�x6 HSA @ 3-0 O.C. L3x3x�qxCONT SLOPING W12x1 EL +16-3 5 i-o 181 HENT PLagxl6UqxCONT W�x6 HSA @ 3-0 O.C. �is 2-12 BRICK VENEER 1 t aA EL +17-z�q � —C CFS KICKER @ 6148 EACH STUD C6x8.2x2-113�q Q ADOE� CHANNEL @ 4—O O.0 W/ L6x4x�g (LLH) �is z-1 6l2 �Z C6x10.5 SET IN BRICK �2 DECK FLUTES VENEER r �,s � iTYP @ � HEAM PER PLAN Section "2/E9" l4 l0 (REF : sais saia � Section "6/E9" (REF : s �z � �'is 2-12 2-12 v � 181D —L6x4x�gxCONT HRICK RELIEF � \ 181F L3x3xuq KICKERS @ 3-0 O.C. BEAM—SEE PLAN TYP EA END �is Section "9/E9" (REF : sa o � (181A� LSx3x�xCONT. W�x4 HSA @ 3-0 O.0 BP1 BEARING PLATE , PLSgx6x0-8 W/ 2-�x6 HSA TOP/PLATE +IB-04g � ADOE➢ PIECEMARKS (181B) _Sx3xagxCONT.� HSA @ 3-0 O.C. x3 HILTI SLEEVE HORS @ 1-4 O.C. (2' EMBED) P1 2" CMU wALL BEARING PLATE� PL�gx6x0-8 W/ 2-�x6 HSA � Section �13/E9" fREF : sa�ta � o-=� � -r,-'�'1 EL +14-4 181A LSx3x3gxCONT. Wi�"p1x6 HSA @ 3-0 O.C. VERIFY 3 IBIF i L3x3xuq CONT ��s 2-12 181F - L3x3xUq EACH - ��I /SIDE OF COLUMN (CUT FROM 20-0) 'I �,16 TYP �16 I � EACH TYP �16 is EN� 181H �'16 �-�� \L3x3x�4x0-4 @ EACH C6x8.2 HSS6x6x3g COLUMN — li EACH SIDE OF OPENING L4x4xUqx0-4� (SHOP WEL➢E➢I �'4'� ERECTION BOL 602A;�� I HSS8x6x3g W/L6x4x�g �iq"BENT PLATE � �OOR JAMB I (SEE SECT. 19iE91 � i i ! Section "3'/E9" I (REF : s4 a � Section "10/E9" ' � I (REF : sats � li Section "19/E9" JAMB C� RECIEVING DOCK � ( REf : a oz � � � I ADOED SECTION 6 COLUMN ��', 614E I ' BENT PLATE � fAMH , � , 181T L4x4x�4xC � 0 �� � I n � i u I i u i u �. i DECK PER PLAN �C3 SIDES 'ts V ' EL +12-0 ml Vq EL +17-9 II II�W10x49 COLUMN �U� W/ L4x4x�qx0-6 ANGLE SEAT Section "11/E9" (REF ; Ss14 ) t2 STEEL DECK-� _,,,,,.�_� 182J sJs , HENT PL agx10�'qxCONT � W/�"Nx0-4 HSA @ 3-0 O.C. & �gq x3 HILTI SLEEVE ANCHORS @ 2-0 O.C. (2' EMBED) VARIES Sect i on " 15/E9" SEE P A , (REF : s4�s � 2-12 181A � 2�q' EOS L5x3xagxCONT W/ . � x6 HSA @ 3-O,O.C. ieRNG PL STEEL DECK ! 182E @ 74g• EOSi Is +17-10� SEE PLAN FOR I BENT PLagxl'I�qxCONT. ?� BEAM SIZE ' , 182T @ 93g" EOS �5 , BENT PLagxl4xCONT. 9y4 � Sect i on �II 14�E9 �� AD�ED PIECEMARKS (REF : ss�s � STEEL W21x � Section "4/E9" (REF : {_."._1 ) 12" CMU WALL Section "7/E9" (REF : -4•- -5- � Section "16/E9" (REF : s4�3 � STEEL EL +16-3 182H BENT PLagxlO�qxCONT W/�x0-4 HSA @ 3-0 O.C. I5 12x14 HSS4x4x�q� i I i COLUMN i � I Section "12/E9" (REF : ,.(=,—) ) 181A L5x3xagxCONT W/�2'0x6 HSA @ 3-0 O.C. 14x2E -W12x96 COLUMN 3 �.,...,� �LSx3xagxCONT. W�x6 HSA @ 3-0 O.C. EL +13-7 L4x4xu4x0-6 EL +13-3 , —c �'i$$BX6X+ry- HSS8x8xag COLUMN - W/L4x4xu4x0-6 SEATS L4x4xUqx0-6 181B L5x3x�gxCONT HSS12x8xag W� x4 HSA @ 3-0 O.C. & �gp x3 HILTI SLEEVE ANCHORS @ 2-8 O.C. _ (2° EMBED) BP1 •HEARING PLATE PL�gx6x0-8 W/'c- �g x4 HSA Section "17/E9" (REF : sa?s � Section "5/E9" (REF : 1=� & ..{ :.. 1 SIM. ) Section "18/E9" (REF : �;1„ J 12" CMU WALL- W4px4 HSA @ 3-0 O.C. & �g"qx3 HILTI SLEEVE ANCHORS @ 2-8 O.C. (2" EMHED) EL +16-3 CMU WALL (REF : ..H� l 'C15x33.9 CANOPY FRAMING (SEE PLAN FOR PCMK) SECTIONS & DETAILS PLOTTED: Jul i� eoio ����n��� ��,��' indiana steel fabricating, inc. 1FE '� TI9R'IEiIW U.N.O. "���' 4545 West Hradbury Avenue (317) 247-4545 o�,sE6� ����. p� � ��'`' INOIANAPOLIS, IN 46241 FAX (317) 241-6223 � ER7QS-6 FILLER pI� 7oe NAME: VILLAGE ON THE GREEN PRINT RECORD �OCATION: CARMEL, INDIANA SENT APPROVAL SHOP •,� ��• CuSTOMER: SIGNATURE CONSTRUCTION REVISIONS ARCHITECT: PEDCOR OESIGN GROUP ALL HOLES i. AS NOTEO DRAWN BY: TC PAINT: � �' CHECK BY: �,i; CLEANING: ���� �c= ,..^.-�^. 3 OATF.: JOB N0. �"Q4 G SHT N0. E9 �