HomeMy WebLinkAbout73ANCHOR HOLE EDGE ANCHOR DOUBLE NUT
- CENTERLINE OF BEAM ROD DIAMETER DISTANCE ROD GROUT HEIGHT
Owner:
03/4"0 11/16"0 1112" 3/4"0 2" CARMEL CITY CENTER
TYP BOTH M NOTES: SEE COMMUNITY DEVELOPMENT
FLANGES SEE PLAN SEE PLAN FOR EOS A992-GI STIFFENER PL, 1. REINFORCING SHOWN IS IN ADDITION 7/8"0 13/16"0 13/4" SCHEDULE 7/8"0 2"
EF, T&B. t=1/4" + BEAM I CORPORATION
FLANGE THICKNESS BOTH TO REINFORCING SHOWN ON PLANS
M FLANGES AND SPECIAL DETAILS. 1"0 11/2"0 2" 1"0 2" 30 West Main Street, Suite 200
3/4" 2. REINFORCING TO MATCH WALL REINFORCING Carmel, Indiana 46032
O TYP (TYP) INT OR EXT CMU WALL UL!
317.571.2787
(3) #5 x 6'-0" CENTERED ON INDICATED ON PLANS.
EACH SIDE OF COLUMN LOAD-BERING 1 1!8"0 1 518"0 2114" O 1 118"0 2"
CMU 1 1 /4"0 1 3/4"0 2 1 /2" ,,, 0 11/4"0 2"
LU
w -- - -
r--
118 2 3116 3-12
Y I Architect:
DECK ill VERT WALL 2"0 21/2"0 4" O O 2"0 3"
REINF
__ -- DECK 8" 21/2"0 3"0 4112" AN 21/2"0 3"PE
J. J- -- CMU WALL PL
r,I I I I
PEDCOR DESIGN GROUP
HSS2112x21/2x3116FOR °K° SERIES JOIST } COLUMN Architecture /Project Management
BASEPLATE
HSS5x2x3/16 FOR "LH" SERIES JOIST 1 f 1 f �J SEE SCHEDULE 355 City Center Drive
ACCESS HOLE BEAM BEAM
BEAM NOTE: INT NON-BEARING GROUT CORE Carmelm Indiana 46032
NON-SHRINK,
HEIGHT SEE SCHEDULE FOR GROUT G
JCMU 17.705.7979 hone
TYP 3
CENTERLINE OF BOTTOM
C T (phone)
(TYP) BEAM FULL HEIGHT
1/4" STIFFENER PLATE, STIFFENER TO ALIGN wl NON METALLIC
COLUMN VERT WALL REINF WIRE MESH GROUT 317.705.7980 (fax)
BOTH SIDES T&B JOIST CENTERLINE OF BEAM BOTT
FLANGE WALL TIE T/SLAB, PIER OL Engineer:
CONN DECK S PAN DIRECTION CHANGErl7MOMENT CONN 11 (A`) TYPICAL CORNER (B) TYPICAL INTERSECTION (C) TYPICAL JAMB I � � WA" OR FTG McCONIIAS
FLOOR BEAM CANTILEVER CO 21
ANCHOR RODS
SCALE: 3/4" — 1'-0" S404 SCALE: 3/4" = 1'-l7" S404 SCALE: 1" = 1'-�" 5404STRUCTURAL ENGINEERS FORENSIC ENGINEERS NATIONAL CONSULTANTS
TYP MASONRY WALL REINFORCINGr7-**NDbl Nut STL-002
1717 East 116th Street, Suite 200, Carmel, Indiana 46032
1 317-580-0402 www.mccomaseng.com 317-582-0766 Fax
SCALE: 3/4" = 1'-0" S404 SCALE: 3/4" = 1'-0" S404
- CENTERLINE OF BEAM 0 MIN YY MN N = \��QNEY I I MCC
TYP BOTH M BEAM 3/4" BRG STIFFENER 2 1/2"CAP PLATE
FLANGES SEE PLAN SEE PLAN FOR EOS WHERE C6 (ONE EA SIDE OF WEB) z V ..'
ROOF CURB CHANNEL
CROSSES JST �I T/SLAB, PIERS `� �-��G� ST ERF•. I� /
Q WALL OR FTG _ N0. _
TYP T/STL z ` 860325
DECK >--<ORBM +(SEE PLAN) < DECK o _ �:
CV
(3) #5 x 6'-0" CENTERED ON - 0,�;.• .��
EACH SIDE OF COLUMN = O FSi •.. STATE
TA oP
O PL 314"x4"x4" /
I 3!8" SHEAR TAB L3x3x114 @ 48" OC SPAN w/NUT Y ONAI_
PROVIDE STIFFENER L2x2xl/4
BETWEEN JOIST TOP
EA SIDE OF JOIST To BOTTOM I BEAM CHORDS AS SHOWN
CHORD PANEL POINT 3/4" THICK CAP BEAM
(4 TO BOLT I PLATE (TYP) I TYP
f J,O (4 TOTAL) 3 I I I 1/4>—< TYP 3116" AGAINST CMU WALL 314"0 1"0 1 1OR
L3x3x114 x 0'-6" FLUSH
ANCHOR ROD ANCHOR ROD ANCHOR ROD
3/16 MIN I WELD TO L3x3 AS SHOWN NOTES:
SECTION A I I 2. PROVIDE NUTS AND WASHERS RS FOR ALNS FOR L ANCHOR RODS. ANCHOR ROD SIZE AND SPACING.
JOIST ONLY 6'-0" COLUMN COLUMN JOIST PER PLAN (TYP)
ACCESS HOLE BEAM CENTERLINE OF MAX
(TYP) JOIST OR BEAM CONTINUOUS BEAM SIMPLE BEAM (MID COLUMN CMU WALL PER PLAN TYPICAL ANCHOR ROD DETAILS
CENTERLINE
2
FLANGE OMITTED BO STIFFENER PLATE, t of JOIST OR TYP STL BEAM CONNECTION
FOR CLARITY BOTH SIDES T&B ¢ BEAM 12 WALL PARALLEL SCALE: 314" = 1'-0" S404
- - C6x10.5 - - - - SCALE: 3/4" = 1'-0" S404 TO ROOF JOISTS
_ DECK
00/
NOTE: CONIC PIER
EXTEND CHANNELS O NEXT SEE STRUCTURAL DRAWINGS FOR O 7C-1
L3x3x1l4 FRAME JOIST IF REQ'D, DO NOT STRUCTURAL MEMBER SIZES
BEAM CANT CONN 22 I AT OPNG I CANTILEVER MORE THAN 1'-0"
TYP FLOOR 1/4" STIFF PLATE TYP
SCALE: 3/4" - 1'-0" S�O4 I I MECHANICAL UNIT HSS4x4xl/4 STUB COL, LINO (4 TOTAL) 2 ES 3/16 < I s
7C-3
np I3 _
3/16 1 1/2" TYP DUR-O-WALL D/A 100
- - - - - - - - - - - J -11/2" TYP BEAM 3/16" JOISTS4 INSTALL FLUSHDOVETAIL 3' - 0" JOIST PANEL POINT TYP EQUIVALENT
OT OR
VARY w/ TYPE OF JST, - - C6x10.5 - - - BEAM I 314" BASE PLATE w/ AGAINST CMU WALL AS
SEE PLAN FOR SIZE �T1STL (4) 3/4"0 BOLTS
SHOWN CMU WALL (MW)
(JOIST T ONLY MECHANICAL CURB MUST BE + S
( ) EE PLAN
North
• CAPABLE OF SPANNING 70 � � '"� CMU WALL
SIDE CHANNELS (2) L6x8x1/2 (LLV)
3613 PATTERN CHANNEL FRAME PLAN w! (4) 314" BOLTS v PER PLAN JOIST PER PLAN (BEYOND)
ALL SUPPORTS THRU POCKET AT WALL Parcel 7-C Keyplan
DUR-O-WALL D/A 201 BENT
_17
36/4 PATTERN 114 (2)000 TYP
OPTIONAL ALTERNATE ANGLE DOVETAIL ANCHOR OR\
ALL SUPPORTS TYP 114" STIFF PLATE 3116 LOCATION (WELD) JOIST EQUIVALENT CORE @ 24" OC 0 GROUTED
BOTTOM CHORDS)
36/5 PATTERN OQTYP p�° ��� (4TOTAL) 2ES STUB COLUMN HANGER WALL PERPENDICULAR —�N ♦' Project:
ALL SUPPORTS d O C V
114 Ps'?:0 opo° TO ROOF JOISTS
36/7 PATTERN GOe����OQG� FRAMING TYP STUB CO LMAN G E R DETAIL 13 '
ALL SUPPORTS G \g�S�\P��' CL SCALE: 3/4" =1'-0" 5404 TYP DOVETAILS IN CONCRETE PIER 3 Uui
NOTE: �P� -- CMU WALL BRACING DETAILS
1. ALL WELDS SHALL BE 518"0 PUDDLE WELDS. � $ SCALE: 3/4" = 1'-0" S�04
2. USE (1) #10 TEK SCREWS SIDELAP FASTENER PER SPAN 0 Q
U-11 d OPNG MAY BE SHOP MAY BE SHOP SCALE: 3/4" = 1'-0" �O4
M En WELDED 3116 2-12 WELDED 3/16 2-12 W
� SEE PLAN W
FASTS N E R PATTERN 23 �oNCS/ �G
CONIC SLAB SEE PLAN TRUSS TYPE HORIZONTAL REINFORCING U i
ROOF DECK ZF P�\ CL L6x4x3/8 (LLH) NOTES: OPEN BLOCK CMU WALL
SCALE: 3/4" = 1'-0" $404 \ OJ BRICK SUPPORT IF 1. BOND BEAM REINF SHALL NOT (RUNNING BOND PATTERN)
oG NOTES: = APPLICABLE -- ANGLE OR BENT PL, BE LAPPED WITHIN 8' 0" OPEN BLOCK CMU WALL X
1. MECH CONTRACTOR SHALL PROVIDE CONT (MIN THICKNESS i OF CONTROL JOINT. (RUNNING BOND PATTERN) VERT REINFORCING
L3x3x1A (TYP) FABRICATOR WITH SIZES AND LOCATIONS 114") O
'1 2. REFER TO ARCH DRAWINGS FOR LOCATIONS of DECK 2. HORIZONTAL JOINT REINF HORIZ REINFORCING N
OPENINGS. ANGLE OR BENT PL, TO BE DISCONTINUOUS AT
3. PROVIDE THIS DETAIL AT ALL OPENINGS GREATER CONT w/ STUDS @ 36" OC DECK CONTROL JOINTS. M
THAN 12" SQUARE, INCLUDING ROOF DRAINS. (MIN THICKNESS 318") VERTICAL PLAN CONTROL JT MAT'L #4 x 24 N @ 8" OC CMU WALL O
J 4. PROVIDE CHANNEL FRAME FOR UNITS GREATER BEAM BEAML WALL REINF T _ U
ANGLE FRAME DETAIL THAN 250lbs FOR OPEINGS. r ; - - - LLJ
(SEE PLAN)
PERIMETER ANGLE FOR PERIMETER ANGLE FOR I I CMU WALL
CONCRETE SLAB (BEAM ROOF DECK (BEAM) l '" I'J _J z
TYPICAL ROOF OPENING FRAMEr78 ! , ► m —
SCALE: 3/4" = 1'-0" S404 1' 6" 1'
6" #4 x 24" @ 8" OC I (D 0 -
3116 2-12 I � , � N • I
3116 2 1.SEE PLAN SEE PLAN I ( ILIJ
DECK I I ALTERNATE LEG ( W v E
DECK DIRECTION OF
-' - - - - VERT REINFORCING INTERSECTION BARS Z
ANGLE OR BENT PL, - i -i --- - HORIZ REINFORCING Q U
CONT (MIN THICKNESS
114") BOND BEAM REINF TO BE A TYPICAL CORNER B TYPICAL INTERSECTION Z J
ANGLE OR BENT PL, I CONTINUOUS THROUGH
CONT (MIN THICKNESS I I CONTROL JT (WRAP w/ O
1/4") MASTIC FOR BOND BREAK) TYP BB CORNER BAR DETAIL 4
FRAMING MEMBERS BEAM JOIST
BEAMS OR JOISTS ELEVATION LL!
JOIST SCALE: 3/4" = 1'-0" 5404 (D
114 TYP v v
PERIMETER ANGLE FOR PERIMETER ANGLE FOR ��/ 9 REINFORCING GROUT (2) —
ROOF DECK (JOIST) ROOD DECK (JOIST) TYP P MASONRY CONTROL JOINT CORES ES MASONRY OPNG J LL
OPENING TYP PERIMETER AN G LE CONN/0'1
SCALE: 1" = 1'-0" S4O4 @GABLE END WALL
4 O
�— --t---r, � �------ oPwALL I _
I BOND BEAM AT TOP WALL II I BOND BEAM AT
SCALE: 3/4" = 1'-0" 5404 -- _ - - --
O CL
--
ANGLE SIZE FOR OPNG FRAME: J l �� — l I I �, I I COPYRIGHT &OWNERSHIP OF DOCUMENTS
OR AS SHOWN ON 1' 0„ - - - -
CL BEARING PLATE — — THIS DOCUMENT Is AN INSTRUMENT of SERVICES ANDISTHESOLE
ALL
HORIZ LEG = 3" ORAS PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP ALL
°TI••IER SECTIONS -_,. INFO RMATIONCONTAINED RIBUTION OOTHEHEREIN IES CONFIDENTIAL . ITSSTRUED ION
AS
VERT LEG =DEPTH OF SLAB - - - - - - - - I - - - .` - - - - _ I - NUB ICA TUNL PROPERTY RIGHTS
TIES IS NOT TO BE CONSTRUED AS
SHOWN ON fi STEEL LINTEL PRECAST LINTEL PUBLICATION IN DEROGATION of COMMON Law COPYRIGHT
Q OR OTHER RESERVED RIGHTS. At L
THICKNESS = 3/8" MIN SLIT PLATE AT BEAM WEB
OTHER 3/16 NS, FS BEAM
NOTES: SECTIONS DECK MIN PLATE 112"x4", OR AS I I I INF UNPUBLISHED
ON CONTAINED OF HEREIN ARCHITECT
JAMES THE ORIGINAL AND
PROVIDE L3x3xl/4 FOR EDGE 1— UNPUBLISHED woRK of THE ARCHITR JAMES R IS DESIGN AND
SHOWN ON OTHER SECTIONS
DPEDCORRAWINGS,
DESIGN GROUP No PART OR WHOLE UI THIS DESIGN, THESE
_ DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS. OR PORTIONS
1. MECH CONTRACTOR SHALL PROVIDE FABRICATOR c`ra _ -- BEARING PLATE (TYP) 1 of THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED
LINO fi VERTICAL REINF COPIED, EXHIBITED. PHOTOGRAPHED, PWITHOUTUBLISHED. E SPECIFIC
OR
OF DECKING SUPPORT FIELD _ _ _ 3116>�2�
___ orHERwISE DISTRIBUTED IN APHED, PUBLISHED. THE MODIFIED ANo PRIOR
WITH OPENING SIZE AND LOCATIONS. WELD OR SHOP WELD TO
2. REFER TO ARCH DWGS FOR LOCATION OF OPENINGS. - + T/STL 3116
OPENING FRAME (4 REQ'D)
3. PROVIDE THIS DETAIL AT ALL OPENINGS GREATER (SEE PLAN) wRIrrEN CONSENT of THE ARCHITECT, JAMES R srurzMAN anlo
BEAM I I _ _TO MATCH I I PEDCOR DESIGN GROUP. C COPYRIGHT 2009 JAMES R. 57UTZMAN AIA.
THAN 12" SQUARE. INDIANA
_- -
1/2" CLR - � MASONRY OPENING � � WALL REINF I MASONRY OPENING I
4. PROVIDE THIS DETAIL FOR OPENINGS UP TO 3'-0" x 3'-0" EXTENSION IF IDENTIFIED IN - - - p
SPECIFIC DETAILS (NOTE 2) I (2) #5 x 32" IN 8" - 8" ) -- BID SET N 0. 1
SQUARE (MAX). DEEP BOND BEAM (MIN) _ I SHELL &CORE
3/4" - - -
SEE SCHEDULE - I I -_
+ 1
FLR SLAB FRAMED OPNG TYPE A 19 _ _ _ _ _ - _ _ _ _
EXTENSION OR AS SHOWN ON (2) #5 x 32" IN 8" HORIZ JT REINF
BEAM OTHER SECTIONS -_ - '- � � _ - -- j - -__- Print Date: Sheet Issue Date:
SCALE: 3/4" = 1'-0" S404 I DEEP BOND BEAM I 1 I I I 8.. I 9/14/09 9/15/09
21/2" FOR "K" SERIES JST SEAT _ _ J 8 DEEP BOND BEAM r- _ - - - 8' DEEP BOND BEAM
TYP BEAM CMU WALL - TYP -
3/16 2 5" FOR "LH" SERIES JOIST SEAT I VERT REINF FULL HEIGHTITT
I (OMIT AT DOOR OPENING) I ( ) (OMIT AT DOOR OPENING) Drawn By: Checked By:
T/STL IN GROUTED CORE (TYP) - l- - LKM,njh, KLS JAF
+(SEE PLAN) - a - J ---� I �- - - -� - --- -- I - - Last Revision Date:
II ELEVATION SECTION
ALT: 1/2" A325 BOLTS TO II NOTES: A. BEAM PARALLEL TO MASONRY WALL TYP MASONRY WALL OPENING 5 O
SUPPORTING BEAM OR �� 1. COPE BEAM To GIRDER FLANGE.
GIRDER (SEE NOTE 3) 2. TOP FLANGE AND PLATE MAY BE SCALE: 3/4" - 1'-0" �O4
FRAMING MEMBERS EXTENDED AS CANTILEVERE, SEE SPECS 2° NOTE: 0
BEAMS OR JOISTS 3. PLATE MAYBE BOLTED TO GIRDER, SEE FILL ALL CORES WITH GROUT FULL
SPECS. HEIGHT BELWO BEAM BEARING 0
1/4 TYP SECTION A BEAM
O
TYP SEAT BRG FOR BEAMSrl51/4 0
OPENING SCALE: 314" = 1'-0" S404
VERTICAL REINF (CONT
CL BRG AND THRU BOND BEAM) 0
O CL OF WALL
��i Project Number:
CMU WALL CORE FILLED SOLID
C5x9 CHANNEL FRAME 118 2 WITH FINE GROUT i� �i NOTE:
I I BOND BEAM REQUIRED AT
DECK BRG PLATE SEE SCHED �i 8'-0" MAXIMUM VERTICAL
HOLD PLATE BACK 112" ���� �I SPACING UNLESS NOTED Sheet Title:
FROM FACE OF CMU i��ii i OTHERWISE TYP SECTIONS
NOTES: CMU WALL BEAM AND DETAILS
1. MECH CONTRACTOR SHALL PROVIDE FABRICATOR
(2) 45 x 32" LG IN 8" CONCRETE MASONRY
WITH OPENING SIZE AND LOCATIONS. DEEP BOND BEAM BRG PLATE BOND BEAM UNITS
2. REFER TO ARCH DWGS FOR LOCATION OF OPENINGS.
3. PROVIDE THIS DETAIL AT ALL OPENINGS GREATER
THAN 3'-0"x3'-0" SQUARE SECTION P SEE SCHEDULE
'\
4. PROVIDE THIS DETAIL AT ALL OPENINGS UP TO 10'-0". BEAM Sheet Number:
(PERP TO DECKS SPAN) X ALL
(PARALLEL TO DECK B. BEAM PERPENDICULAR TO MASONRY WALL
SPAN) MAX. JOIST JOIST
FLR SLAB FRAMED OPNG TYPE Br2'0 JSTS TO BEAM CONN DETAILrl6TYP BM BEARING ON CMUrTYPICAL0 BOND BEAM 6 S404
SCALE: 3/4" = l'-0" S404 SCALE: 3/4" = l'-0" S404 SCALE: 3/4" = 1'-0" S404 SCALE: 3/4" = 1'-0" S404 ME129020