HomeMy WebLinkAbout020_S404 - TYP SECTIONS AND DETAILS (Const Issue 7-22-2010).PDF4" 3, _ 0„
Owner:
MAY BE SHOP CARMEL THEATER
5/8"f� HILTI HLC SLEEVE ANCHORS,
WELDED 3/16 2-12 DEVELOPMENT COMPANY
EMBED 2", SEE SHEAR WALL 3/16 2-12 SEE PLAN
SCHED FOR SPACING ��$ � I 3116 3-12 CONC SLAB 117ll North Pennsylvania Street, Suite 200
DECK MAY BE SHOP
COMPOSITE SLAB DECK ��,_' " WELDED 3116 2-12 � Ca�17.5 73 6050 032
CMU WALL (MW) _ _ _ _ _ — — � — — ANGLE OR BENT PL,
T/SLAB +16' - 8"
. - _ - = . - ; , L6x4x3/8xCONT (LLH) CONT (MIN THICKNESS
", , : � 1/4")
. • _, - a , (VENEER SUPPORT
- � • DECK WHERE APPLICABLE) Architect:
HSS21/2x21/2x3/16 FOR "K" SERIES JOIST DECK
ANGLE OR BENT PL, �: ' � � � ' ' \ � .
_, , ,_, L5x3x3/8 CONT w/ HSS5x2x3/16 FOR "LH" SERIES JOIST „ �,�� ��,��� ���, � ,�, ����
�-� � 1/2"f�x4" HS 3'-0" OC � � ��� ����
CONT w/ STUDS @ 36 OC �•:• � � �� . �>��� ''
> ;- , @ BEAM
• - _ (MIN THICKNESS 3/8") gEAM 36/7 PATTERN ` � �
-_ --- BEAM ALL SUPPORTS PEDCOR DESIGN GROUP
JOIST PERIMETER ANGLE FOR PERIMETER ANGLE FOR NOTE: Architecture / Project Management
CONCRETE SLAB BEAM ROOF DECK BEAM 1. ALL WELDS SHALL BE 5/8"� PUDDLE WELDS. 355 Cit Center Drive
� � � � 2. USE (4) #10 TEK SCREWS SIDELAP FASTENER PER SPAN y
Carmel Indiana 46032
S ECTI O N � 5 J ST TO B EAM CO N N D ETAI L � � 317.705.7979 (phone)
3/16 2-� 2 RO O F D E C K FAST E N E R PATT E R N 317.705. 7980 (fax)
SCALE: 1" = 1'-0" S404 SCALE: 3/4" = 1'-0" S404
3/16 2 SEE PLAN SEE PLAN
DECK SCALE: 3/4" = 1'-0" S404 Engineer:
DECK MCC O S
�
ANGLE OR BENT PL,
A992-Gr50 STIFFENER PL, CONT (MIN THICKNESS STRUCTURALENGINEERS FORENSICENGINEERS NATIONALCONSULTANTS
EF, T&B. t= 3/8" + BEAM A992-Gr50 STIFFENER PL, 1/4"� 1717 East 116th Street, suite 200, carme�, Indiana 46032
T&B. t- 3/8" + BEAM I ANCHOR HOLE 317-580-0402 www.mccomaseng.com 317-582-0766 Fax
FLANGE THICKNESS BOTH ,
ANGLE OR BENT PL, ROD DIAMETER
(IF REQUIRED) M FLANGES FLANGE THICKNESS �� M BOANGES CONT (MIN THICKNESS 3/4"f� 1 1/16"f� SEE ANCHOR EDGE DBL NUT
(TYP) 3/4 1/4 ) ROD DISTANCE GROUT HEIGHT
TYP (TYP) BEAM JOIST 7/8"f� 13/16"f� SCHEDULE
3/4"Q� 11/2"Q� 3"
� J 01 ST 1"f� 1 1/2"f� 7/8"f� 1 3/4"f� 3"
O PERIMETER ANGLE FOR PERIMETER ANGLE FOR 1 1/8��f� 1 5/8��� ���� 2��� 3��
w
1 1/4"f� 1 3/4"f� w o 1 1/8"f� 21/4"f� 3"
� � � I I I� ROOF DECK (JOIST) ROOD DECK (JOIST) � 1/2„� 2„� �_- — �—
11/4;;Q� 21/2"Q� 3;;
� � � I I I� NOTES: 2��f� 2 ��2��f� � 1 1/2 f� 3 f� 3
� � � � I I I I� 1. LOCATION OF BOTTOM o 0 2 f� 4 f� 3
� � I STIFFENER TO ACCOUNT FOR TYP P E RI M ET E R AN G L E C O N N 7 � �� �� ��
� � BEAM OVERRUN DEPTH BASEPLATE - PLAN
AT BOTTOM FLANGE. SCALE: 3/4" = 1'-0" S404 SEE SCHEDULE COLUMN
I
NOTE: BEAM BEAM BEAM BEAM 2. DETAIL IS SCHEMATIC ONLY. 1/4" LEVELING PLATE I I I
DETAIL IS SCHEMATIC ONLY. DETAILER TO FOLLOW AISC I
DETAILER TO FOLLOW AISC 3/4" NON-SHRINK,
GUIDELINES FOR WEB COLUMN GUIDELINES FOR WEB I I
ACCESS HOLES. COLUMN ACCESS HOLES. NON METALLIC GROUT
T/SLAB, PIER�
° � ' ' � �� ° WALL OR FTG
OR AS SHOWN ON ,, .� � _ . -•� " 4 , d a• � 4 .� • � . ..
1' - 0" _ . - � � � � ����� .� °
OR AS OTHER SECTIONS ANCHOR RODS � �- �
MOMENT CONN �6 MOMENT CONN 12 SHOWNON a ��� �� � ��
OTHER 3/16 NS, FS SLIT PLATE AT BEAM WEB
SCALE: 1" = 1'-0" S404 SCALE: 1" = 1'-0" S404
SECTIONS DECK MIN PLATE 1/2"x4", OR AS
SHOWN ON OTHER SECTIONS C O L U M N BAS E D ETAI L
2
I _ _ � T/STL � OFFICE BLDG
+(SEE PLAN) SCALE: 3/4" = 1'-0" S404 7-C-2
4" PLATE 3/8"x6" CUT TO FIT
COLUMN B�5 REQ'D AT SEATS OF GRID EXTENSION IF IDENTIFIED IN -
BEAM CL BEARING PLATE LINE D SPECIFIC DETAILS (NOTE 2) PARKING �,
T/SLAB, PIER� GARAGE �
(BELOW) I 3/4„ WALL OR FTG
BEAM �-c-3 �
BEAM � � o
,..,....
, -
1/4 EXTENSION OR AS SHOWN ON �� � � `�
� 3/16 2 1/2" STIFFENER PL, -
: ,, ; = o UN S 3�� 3�� � PL 3/4"x4"x4" �-c-4
� w � 3/16 2 OTHER ECTIONS w� _________
EA SIDE „ „„ U � WI NUT E�C� UNDERGROUND
-.... .... - - - - 6 BEAM TYP BEAM 21/2 FOR K SERIES JST SEAT z� — DETENTION 7-C-11�
;
1/2" CLR 3/16 2 5" FOR "LH" SERIES JOIST SEAT o�
: '
T/STL o o PL 3/4 x4 x4
.................. �� �� + SEE PLAN � � w/ NUT " " KEY PLAN
' .... ......... ......... ......... ... ... (2) #5 x 32 IN 8 II � � oO `� 1/2"f� 3/4"f� or 7/8"f� 1"f� 1 1/8"f� or 1 1/4"f� 1 1/2"f� or 2"Q� SCALE: NTS
"-` �' ,,� DEEP BOND BEAM
� I� BEARING PLATE - ���, `� „ II ANCHOR ROD ANCHOR ROD ANCHOR ROD ANCHOR ROD ANCHOR ROD
EOD DECK ROOFBEAM (BELOW) —+ , SUPPORTING BE�AM OR �� NOTES:
@ SEE SCHEDULE 1. COPE BEAM TO GIRDER FLANGE. NOTES: PLAN NORTH
(2) #5 x 32" IN 8" �f �; `: �'.' HORIZ JT REINF GIRDER (SEE NOTE 3) 2. TOP FLANGE AND PLATE MAY BE EXTENDED AS 1. SEE SCHEDULE OR SECTIONS FOR REQUIRED ANCHOR ROD SIZE AND SPACING.
I DEEP BOND BEAM __-� •__- CANTILEVER, SEE SPECS 2. PROVIDE NUTS AND WASHERS FOR ALL ANCHOR RODS.
� _-_ CMU WALL 3. PLATE MAY BE BOLTED TO GIRDER, SEE SPECS. Project:
VERT REINF FULL HEIGHT
IN GROUTED CORE (TYP) S E C T I O N A
N O T E: � P I C A L A N C H O R R O D D E T A I L S 3
ANCHORS AND TIES A N C H O R S L I K E H E C K M A N ELEVATION TYP S EAT B RG FO R B EAM S
2'-0" OC CMU WALL #315 ROD AND #318 TIE SECTION �
$ SCALE: 3/4" = 1'-0" S404 �
@ A. BEAM PARALLEL TO MASONRY WALL
SCALE: 3/4" = 1'-0" S404 U
2��
NOTE: �
PLAN D ETAI L FILL ALL CORES WITH GROUT FULL �
� 7 HEIGHT BELOW BEAM BEARING �
.
SCALE: 1" = 1'-0" S4O4 _- __- BEAM ROOF CURB CHANNEL CROSS SJ ST 4" 1/2" V O
�,� OR BM MIN MAX i Z
-' DECK BEAM BRG STIFFENER 21/2 CAP PLATE �
1/2" STIFFENER PL, ^,
EA SIDE (BS OF WEB) � W
TYP T/STL � �
CL BRG AND +(SEE PLAN) � � C� � N
I CL OF WALL PROVIDE STIFFENER L2x2x1/4 � I � I I I O � � �
1/4 EA SIDE OF JOIST TO BOTTOM p I I p � U � O
_ _ CMU WALL CHORD PANEL POINT O I I O 3/8" SHEAR TAB (� � C�
NOTE: �'�{r:_' I— I � � � � �
ANCHORS LIKE HECKMAN �' BRG PLATE - SEE SCHED I BEAM � �
#315 ROD AND #318 TIE - 3/4" THICK CAP BEAM � �
. _ .�
' HOLD PLATE BACK 1/2"
� ~_-'a`' FROM FACE OF CMU 3/4"f� BOLT I � I PLATE (TYP) � � � � z
CMU WALL -� I (4 TOTAL) „ � � � � � 1/4 �P �
ANCHORS AND TIES Y�` �� �'r�- BEAM SECTION A 3 W ^
@ 2'-0" OC ---_ (2) #5 x 32" LG IN 8" JOIST ONLY , 6'-0" ,,,, � � MIN � � � ^�
DEEP BOND BEAM BRG PLATE CENTERLINE OF MAX I � I 3� 6 I � J
JOIST OR BEAM I I � � � w � Q� W
' SECTION PLAN CENTERLINE COLUMN COLUMN .� �--+
OF JOIST OR = � �
B. BEAM PERPENDICULAR TO MASONRY WALL Q BEAM �� �/
C6x10.5 CONTINUOUS BEAM SIMPLE BEAM (MID COLUMN �
� � Q
COLUMN �----- -- ---� Z W �
TYP B EAM B EARI N G O N C M U � 3 EXTEND CHANNELS TO NEXT TYP STL B EAM CO N N ECTI O N 4 U
CMU WALL �� -��� L3x3x1/4 FRAME I JOIST IF REQ'D, DO NOT O �^,
SCALE: 3/4 - 1-0 S404 I AT OPNG CANTILEVER MORE THAN 1'-0" SCALE: 3/4" = 1'-0" S404 �
I I w �
I I MECHANICAL UNIT ^,
� � � W
� � �
NOTE: � �
ROOF DECK JOIST PANEL POINT L � SEE STRUCTURAL DRAWINGS FOR J
TYP MAS O N RY AN C H O R AT C O L �� MAINTAIN 1 1/2" CLEAR VARY w/ TYPE OF JST, -- -- — STRUCTURAL MEMBER SIZES
C6x10.5 J
SCALE: 1" = 1'-0" S404 SEE PLAN FOR SIZE 1/4" STIFF PLATE Typ �
________ (JOIST ONLY) MECHANICAL CURB MUST BE HSS4x4x1/4 STUB COL , UNO (4 TOTAL) 2 ES 3/16 �
CAPABLE OF SPANNING TO I
-'�_�-; CHANNEL FRAME PLAN SIDE CHANNELS TYP I 3��
-��_ � L3x3x1/4 @ 48" OC SPAN 3/16 � I � 1/2„ TYP
BETWEEN JOIST TOP I �P � BEAM COPYRIGHT & OWNERSHIP OF DOCUMENTS
�,P ___- CHORDS AS SHOWN 1/4 TVI� BEAM I I 3/4�� BASE PLATE w/ THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE
PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP. ALL
3/ 1 6 ---_ I' r (4) 3/4��Q� BOLTS INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION
� �T/STL PUBLI�CATRON NI DEROG�ATION OF COMMON �LAW COPYRIGHT, UED AS
�_` L3x3x1/4x0�'6�� FLUSH ��Cj�� +(SEE PLAN) INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL
�_` _- / AGAINST CMU WALL OQ ` n �� O O INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND
�v� `\ UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND
_• WELD TO L3x3 AS SHOWN TYP `QO O`� � 2 L6x8x1/2 LLV PEDCOR DESIGN GROUP. NO PART OR WHOLE OF THIS DESIGN, THESE
- 1/4 �` ��� Q O �� � � O O DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS
% ! P� ��O `�,Q`'O w/ (4) 3/4�� BOLTS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED,
,, � G�Q���� pQ G� FRAMING N COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR
� I OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR
�' � n.� w\ WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND
-- JOIST \ GO ���` P\�` CL �P PEDCOR DESIGN GROUP. c COPYRIGHT 2009 JAMES R. STUTZMAN, AIA,
� ,�` ��C\' - � (2) L3x3x3/8 INDIANAPOLIS.
Q'� 1/4" STIFF PLATE 3/16 BID PACKAGE NO. 4
CMU WALL �
(4 TOTAL) 2 ES STUB COLUMN HANGER
� o � OPNG
WALL PARALLEL TO ROOF JOISTS � '�
�pN� � ——— TYP STU B CO L/HAN G E R D ETAI L 5
S��F � p,���G CL �
��FF� L SCALE: 3/4" = 1'-0" S404
Print Date: Sheet Issue Date:
NOTES: 07/22/10 12/22/09
L3x3x1/4 (TYP) \� G��O 1. MECH CONTRACTOR SHALL PROVIDE
FABRICATOR WITH SIZES AND LOCATIONS Drawn By: Checked By:
') 2. REFER TO ARCH DRAWINGS FOR LOCATIONS OF LKM/njh/KLS JAF
MAINTAIN 1 1/2" CLEAR ROOF DECK OPENINGS.
3. PROVIDE THIS DETAIL AT ALL OPENINGS GREATER Last Revision Date:
� THAN 12" SQUARE, INCLUDING ROOF DRAINS. No. Date Description
J 4. PROVIDE CHANNEL FRAME FOR UNITS GREATER O 02/24/10 BID PKG.2-AD.N0.1
`-"��� ANGLE FRAME DETAIL THAN 2501bs FOR OPEINGS. 05/05/10 ESI #005
_-_-- FRAMING MEMBERS O 05/25/10 ESI #006
- BEAMS OR JOISTS 0�/22/10 CONST ISSUE SET
-�=�=�=� TYPICAL ROOF OPENING FRAME 9 TYP �
-_- = 1/4
-- L3x3x1/4 CONT BETWEEN SCALE: 3/4" - 1'-0" S404 �
TYP 3/16 -.,--: JOISTS - INSTALL FLUSH
-_- _- AGAINST CMU WALL AS OPENING �
- - SHOWN
_ -_ �
CMU WALL �_-; JOIST (BEYOND) I
- Project Number:
---- THRU POCKET AT WALL 1/8 2 ANGLE SIZE FOR OPNG FRAME:
- DECK HORIZ LEG = 3" Parcel 7C'1
VERT LEG = DEPTH OF SLAB
OPTIONAL ALTERNATE THICKNESS = 3/8" MIN
ANGLE LOCATION - WELD Sheet Title:
TO JOIST BOTTOM CHORD NOTES: PROVIDE L3x3x1/4 FOR EDGE TYP S E CT I O N S
1. MECH CONTRACTOR SHALL PROVIDE FABRICATOR OF DECKING SUPPORT FIELD
WITH OPENING SIZE AND LOCATIONS. WELD OR SHOP WELD TO AN D D ETAI LS
WALL PERPENDICU LAR TO ROOF JOISTS 2. REFER TO ARCH DWGS FOR LOCATION OF OPENINGS. OPENING FRAME (4 REQ'D)
3. PROVIDE THIS DETAIL AT ALL OPENINGS GREATER
BEAM THAN 12" SQUARE.
4. PROVIDE THIS DETAIL FOR OPENINGS UP TO 3'-0" x 3'-0" Sheet Number:
JOIST JOIST SQUARE (MAX).
�
TYP CMU WALL BRACING DETAILS �4 JSTS TO BEAM CONN DETAIL �o FLR SLAB FRAMED OPNG DETAIL 6 �.
L L
SCALE: 3/4" = 1'-0" S404 SCALE: 3/4" = 1'-0" S404 SCALE: 3/4" = 1'-0" S404
ME129019