HomeMy WebLinkAbout019_S403 - TYP SECTIONS AND DETAILS (Const Issue 7-22-2010).PDFFOAM BACKER ROD AND
SEALANT
I �$" � Owner:
I SUMP PIT COORD SIZE HECKMAN PRE-ASSEMBLED ALL HORIZONTAL REINF J
U
� DEPTH AND LOCATION w/ WIRE TIE ANCHOR 3" 103-C � SEE PLAN, N CARMEL THEATER
'9 I ELEVATOR SUPPLIER OR SIMILAR ANCHOR � IS CONT THRU JOINT � DEVELOPMENT COMPANY
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�� ; . 117ll North Pennsylvania Street, Suite 200
1 r � � � � I � • = ` '- • • � � d � • - • -' � �A Carmel, Indiana 46032
� � • - - - a d' ,a � 4 a • 317.573.6050
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— — � � �— �` I � � _� _ � � � I I � I Architect:
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DOVETAIL SLOT + SEE PLAN LAP ���� � �� � �'�� �
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13-s403 will be mas-020 - 2 ,��
ELEVATOR SLAB I I � J I I ANCHOR RODS PIER VERT REINF TIE SEE SCHEDULE PEDCOR DESIGN GROUP
u -. � WITHIN TIES SEE SCHEDULE SECTION A TYP CO N C WAL L CO N STR J T
.;; -. �� a: A � Architecture / Project Management
'] ' � 355 City Center Drive
ISOMETRIC OF SUMP PIT TYP I CAL B RI C K VE N E E R AN C H O R � 3 � ��' -�� 4 � SCALE: 3/4�� - ��_o�� S4o3 Carmel Indiana 46032
� 317.705.7979 (phone)
SCALE: 3/4�� = 1�-0" S403 � CONC PIER � SEE P�AN 317.705.7980 (fax)
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ELEVATOR WALL COORD;. SUMP PIT, COORD SIZE, M - PIER VERT REINF N En ineer:
� _ '_"� -'
DEPTH AND LOCATION w/ ELEVATOR SLAB '� SEE SCHEDULE °
�� = � � 9 �� McC O S
ELEVATOR SUPPLIER VERTICAL REINF (CONT CONC FTG -•°� �' ��:�,� '` M � �
PLACE TIE IN FTG �
THRU BOND BEAM) .� -.; �"` FOR DOWEL WALL HORIZ o ��
� T/SLAB -• _-�:• _/ T/F _ z �' '�,, STRUCTURAL ENGINEERS FORENSIC ENGINEERS NATIONAL CONSULTANTS
• ; • �,, ALIGNMENT a � CONT THROUGH
+(SEE PLAN) � � � --; __;;t ;�;_��" "/ �j � PIER REINF 1717 East 116th Street, Suite 200, Carmel, Indiana46032
� i�� -(SEE PLAN) w I I 317-580-0402 www.mccomaseng.com 317-582-0766 Fax
� CORE FILLED SOLID �i �i �
o . . . WITH FINE GROUT _ -,--_ _- -- i,/�i � NOTE:
; "� ;': • I I •
ELEVATOR SLAB � ,_ -� �, ,-" -� i �i� � BOND BEAM REQUIRED AT � �
a. - �� L------J
---_- _- - � �i, � 4'-0" MAXIMUM VERTICAL � �
- �ii �� SPACING UNLESS NOTED
• _ -_-_ ,,��� � � � OTHERWISE — — — — � — —
a� ' ' ' � ���- �i ii � PIER INTEGRATED w/ WALL I
� w CONCRETE MASONRY
� o • • •
BOND BEAM UNITS
POUR SLAB, LEAVING OUT AREA
1 TYPICAL PIER ELEVATION 8
SEE SCHEDULE COLUMN � AROUND COLUMN. INFILL WITH
REINF TO MATCH PIT SLAB CONCRETE AFTER SLAB HAS CURED
SECTION A-A SCALE: 3/4�� _ ��-o�� S403
SLAB CONTROL JT, � 1/2" EXP JT MAT'L
TYP I CAL B O N D B EAM � 4 , 40 D 8�� , 40 D 8„ TYP AT ALL COLUMN
LINES
TYP E L EVATO R S U M P � 9 SCALE: 3/4�� - ��_o�� S4o3
' . g ' .•'a d 'a
SCALE: 3/4�� - ��_o�� S4o3 ,-�- - ��� . �-� � TYP I NTERIOR COL ISOLATION JT
� 4 - 4
a �• _ = a � ,a � } • J ' 4 . �, � � , a • .
OPEN BLOCK CMU WALL � ' - -�� ' � � � - - - _ o° �,."' '
2'-0" OPEN BLOCK CMU WALL (RUNNING BOND PATTERN) � � �� SCALE: 1" – 1'-0" S4O3
FTG REINF MATCH FOOTING REINF 2,_0„ _ , _
IN SIZE AND NUMBER (RUNNING BOND PATTERN) VERT REINFORCING _ �
�- o
,- - � .
REQ'D -, - r � - - - a �
T/F -_ _ -_ HORIZ REINFORCING _-- � _ _ • �
- � a � -"• NOTE: NOTE: �
. - -, - 4 � . +(SEE PLAN) � -- - F '� ALL BENT BARS SAME SIZE � ALL BENT BARS SAME SIZE � � �� � CONC PIER (BELOW)
, , _, ,- a - .- .. � - - _ - � -
- a .. . - � - �'-
' a - � a -.° . � v $n OG' - -_ 'n M .•„ - OFFICE BLDG
-,, -� o #4 x 24�, N@ _ _ CMU WALL _ _ HORIZO TAL STEEL HORIZO TAL STEEL a �-c-2
, ,- - -
"' - , , _ _- _ - _ _- _ - FOUNDATION WALL, SEE
T/F� -_ - _ - _- _--..,--_,�K;��,�::��;•�_ - -',_=_, �- : a E
a. � ,a_ ;.. , - - - --- - - - -.a-,• - _ , _-_,*; ; _. '�,.� - - `> _-- - _ _• - - I 7- -1
- �" 'a _ � +(SEE PLAN) , � _ ,_ _ '����-'-• �- _ _ _ _ _ _ - ' _ r ,�a_� � -a FOUNDATION PLAN FOR
_ ° � -
a
. • a" : " . ., -_ . � - CMU WALL _- ,- " �- � - _- ? - - _ _-_ _� - - _ ' _-_ -_ - � � d � , a^ PARKING a,
�,,�,,, ,, ACTUAL CONDITION
a,_,_: - • ., -_ _ -
;_
: . ',I; GARAGE ci
�
- - - 7-C-3 �
� - - - - - --r- `"��- CORNER DETAIL INTERSECTION DETAIL
__-,- .,- ,- _ ,_.-.,- ---- - -- --- ---- -- =- -, - #4 X = 24�� @ s° oc -� "_ -.1�--
2 _ - -_: �- _ L'_- - -_ _- , _,-_ ='�_ • _- N Y-_ �'�_ -
� •° 2 40 D, „2„ 2 40 D„2„ �-c-4
� �� - - - - - - - - - - - - _,•
1- 0 FTG REINF _-_'{'��` � 40 D
- 2 i v2�� I I E.C. ----------
ALTERNATE LEG UNDERGROUND
�{' r; — DETENTION 7-C-11�
VERT REINFORCING DIRECTION OF `l' � �� - – – � �– —
INTERSECTION BARS � I �
TYP TO P O F F OOT I N G ST E P HORIZ REINFORCING . . a , - � , , � � _ � -�;= - . � - , , �, � , � _ -; Q � � . � , KEY PLAN
20 - . a _: ��. `' � _ . .. . .
- • -- SCALE: NTS
' ' 4 � ` '� - °° - -.4 ' '� ` ' o -4� POUR SLAB, LEAVING OUT AREA
" – ' " 4 �°'� � . 4. = a� � Q '" . COLUMN � � AROUND COLUMN. INFILL WITH
SCALE: 3/4 – 1 -0 S403 A TYPICAL CORNER B TYPICAL INTERSECTION � . 4 ��� � ��_a �;-. . 4 - � � � �- -
•_" • - - • . -_ -i • ° -' • '4 � • -----
. _ a ;' , , , d •; N - , , ' -. ,. a . . _ , _ CONCRETE AFTER SLAB HAS CURED PLAN NORTH
NOTE: � r
BAR SIZE & NUMBER x 5'-0" TO DETAIL SIMILAR WITH (2) LAYERS � � o � � �; 1/2" EXP JT MAT'L
MATCH FTG REINF OF BARS REQ'D FOR 12" CMU WALLS � �` O-. I
PVC SLEEVE AS REQ'D -
SLAB CONTROL JT, Project:
� 4 TYP BB CORNER BAR DETAIL � N �
SEE WALL FTG SCHED FOR L LENGTH 'I 5 NOTE: , NOTE: ;,� � TYP AT ALL COLUMN
REINF ALL BENT BARS SAME SIZE • a-� � ALL BENT BARS SAME SIZE s. �_ LINES
T/STL SCALE: 3/4" = 1'-0" S4O3 AND SPACING AS .�-_ 4- AND SPACING AS Q-, �
•. �- • � � �_ -4 HORIZONTAL STEEL � `° � HORIZONTAL STEEL a°._ � 1
� � � -(SEE PLAN) NOTES:
•4 4 . . ' . , _ a _ , •� . _ _ - . , �
. . '. _ . . 1. REINFORCING AND GROUTING SHOWN TYP EXT E RI O R C O L I S O LAT I O N J T 3
� `. 4 a=�- V � _ Q_ _ - � ..
REPRESENTS 12" CMU WALLS, AND � 4
IS IN ADDITION TO REINFORCING SHOWN ON �` � � �" S4O3 � �
o -
w _�"- °- a SCALE: 1" = 1'-0"
= PLANS AND SPECIAL DETAILS.
—
c� INT R EXT MU WALL �
- z 1 c„ 2. SEE MASONRY WALL SCHEDULE FOR ■
�� w REINFORCEMENT SIZE AND SPACING. LOAD-BERING CORNER DETAIL INTERSECTION DETAIL O
2 U' 3. REINFORCEMENT OF 8" CMU WALL IS CMU _ _ VAPOR RETARDER L �
SIMILAR. 8" CMU WALL REQUIRES ONLY 1 -- - FORMED KEY
, 2-0 ,,, BAR PER CELL AND REQUIRES GROUT ONLY -_--- -_ _ "�
$ � - �. - + CONC SLAB
IN REINFORCED CELLS. - • --- - - - -- - T/SLAB � �
-,- ..'��--� VERTWALL ,- TYP REI N FORCED WALL DETAI LS 9 ... _
-- ,- REINF -� - - - � � ; � • +(SEE PLAN) � �
TYP SLEEVE DETAIL AT WALL FTG __ _- - _� -- __ _._ _ _ _ _ - _ ���;,�--_ _ SCALE: 3/4��- ��_o�� � - - , -��
2 � CMU WALL 5403 �
�'��- , - . - - � � �
_ ,- �_, _ _ _ _ _ COMPACTED GRANULAR FILL � � C�
-.�r,- - -" - - - ^,
SCALE: 3/4" = 1'-0" 5403 -_ _ - -_- ; _ �__� _ - _ �_ - - - - - - - W 0
-_ _ __ _ _ __ z U
- � - - - COMPACTED SUB GRADE � �
- _ ; _ ; - _- -_ _- _ j _ _ _ - _ _- _- I i i i i i � I - �
8" TO 36" 2„ - - - _ _ - _ - - � � - �
ROUND OR SQUARE OPENING CLR ' f - ,-- : ;: ; - - - - - �
���'- - ;',. _ -_ - _ -_-, _ _ - - - � �
-_ - :' F' _- _-' - - - • -.-_ INT NON-BEARING -- - w . — ^
_ ---_ _ --,-_- -_- _,�_ CMU -� _-"��- - _ � � Z
F� � �
■ �
WIRE MESH , GROUT CORE TYP I CAL S LAB C O N STRU CTI O N J T 4 m —
WALL TIE � ^ � �
VERT WALL REINF FULL HEIGHT J
SCALE: 1" = 1'-0" S4Q3 � �
PLACE ADDITIONAL PLACE ADDITIONAL (A) TYPICAL CORNER (B) TYPICAL INTERSECTION (C) TYPICAL JAMB w �� W
HORIZ BARS WITHIN VERTICAL BARS BETWEEN � ._ � �
STANDARD SPACING STANDARD REINF �
ADDITIONAL HORIZONTAL BARS ADDITIONAL VERTICAL BARS TYP MASO N RY WAL L RE I N FO RC I N G 'I 6 1/8" SAW N CONTROL JOINT, ALL � — W �
M'� VAPOR RETARDER JOINTS SHALL BE SAWN WITHIN 12 �� Q
NONE 1" TO 7" OPENING NONE 1" TO 7" OPENING
(1) #5 8" T012" OPENING (2) #6 8" T012" OPENING SCALE: 3/4" = 1'-0" 5403 SLAB JOINT
THICKNESS SPACING DEPTH CONC SLAB HOURS OF SLAB POUR z ��
(2) #5 13 TO 28 OPENING (3) #6 13 TO 20 OPENING �
(3) #5 29" TO 36" OPENING (4) #6 21" TO 28" OPENING 4" 13'-0" 1" _ T/SLAB O
�
(5) #6 29" TO 36" OPENING TRUSS TYPE HORIZONTAL REINFORCING " '" " � + SEE PLAN r1�
5 15 -0 1 1/4 � � � � )
NOTE: NOTES: 6" 15'-0" 1 1/2" -- a- �+
1. PROVIDE ADDITIONAL REBAR AROUND (4) SIDES OF OPENING 1. BOND BEAM REINF SHALL NOT 7" 18'-0" 1 3/4" COMPACTED GRANULAR FILL W (�
2. ADDITIONAL BARS ARE REQUIRED IN EACH LAYER OF REINFORCING. -_ a__ ,_ _-,-� BE LAPPED WITHIN 8'-0" 8" 20'-0" 2" � �
� � •-_ -_- - •��-;� �` _ OF CONTROL JOINT. 9" 24'-0" 21/4" COMPACTED SUB GRADE �
AD D L RE BAR E L EV O P N G -- --= K �-�- -- - �� � �� �� _ � � � � � � Q
22 „,� �' •''� 10 25-0 21/2 � � I � I� �
2 TO BIE D SCONTOINUOUS AT 1'-0" 25'-0" 3" J
SCALE: NTS S4O3 I CONTROL JOINTS. NOTE: �
CONC SLAB VERTICAL PLAN CONTROL JT MAT'L CONTRACTOR TO PROVIDE CONTROL JOINT LAYOUT, BASED ON MAXIMUM JOINT SPACING, UNO.
T/SLAB WALL REINF T CFS FRAMING
�
. (SEEPLAN) � TYPICAL SLAB CONTROL JT
' �°`a SEE PLAN
,°_ .,� :� � ;.=� � ,�' �� ; . ,�._ ;°v�� ;;a =� +( ) 5
d a I I I
I SCALE: 1�� _ ��-O�� S4O3 COPYRIGHT & OWNERSHIP OF DOCUMENTS
• � . ba • . - �
_ -� ' °' °s -� s.' a, - z I ° / THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE
'• d o _ - Q,• ' _ °' DO � � �� � �� PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP. ALL
--� . 1- 6 �- 6 INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION
� d-�- °-°'4 - �" SHEATHING / PUBLI�CATRON NI DEROG�ATION OFCOMMON�LAW COPYRIGHT, UED AS
. ' d, a , °
HVAC DUCT (SEE MECHANICAL .�• = . I / INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL
e INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND
FOR SIZE & LOCATION) , d� � I I UNPUBLISHED WORK OFTHE ARCHITECT, JAMES R. STUTZMAN, AND
"4' ' v � PEDCOR DESIGN GROUP. NO PART OR WHOLE OF THIS DESIGN, THESE
a- _ �°.-- GRANULAR FILL I I / � DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS
�J,J � OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED,
4 ? - `" - - - _I = _ _ _ � = I = � _ _ _ _ _ - - - / Y Z w COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR
" � — — SEE PLAN FOR O OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR
500 PSI CONCRETE I U z � z z WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND
dd ~ WI � O�� SLUMP / SQP � Q LIMITS w Q Li Z NDIAN�A OLIS.N GROUP. c COPYRIGHT2009 JAMES R. STUTZMAN, AIA,
:. a"Q. HOHMANN&BARNARD DW-10 0 ,��0 m a �� � a
�`� • - I I SCREW ON SINGLE ANCHORS
� BOND BEAM REINF TO BE WITH VEE WIRE TIE (5" LONG) „� ,, pG��es o � T/SLAB "' "' �"' Q w B I D P A C K A G E N O. 4
I I � / + SEE PLAN � �
CONTINUOUS THROUGH o 6
I ' CONTROL JT (WRAP w/ � � � � � � � �
w I �
6" PERFORATED DRAIN MASTIC FOR BOND BREAK) U, �
a
� I
ELEVATION NOTE: � � / - I � � � �-
U N D E RS LAB D U CTWO RK S ECTI O N 23 ONE VENEER TIE � ' WWF TO CONT THRU I I I I I
SCALE: 3/4�� = 1�-0" TYP MAS O N RY C O N T RO L J O I N T � 7 REQ�D FOR EVERY 2 � DEPRESSED SLAB AREA 6" Print Date: Sheet Issue Date:
FROST PROOF FILL 07/22/1 O 12/22/09
S403 SQFT OF VENEER � MIN Drawn B: Checked B:
CONC SLAB SCALE: 1" = 1'-0" S4Q3
METAL CONSTRUCTION JOINT REINFORCING GROUT (2) LKM/njh/KLS JAF
CORES ES MASONRY OPNG D E P RESS E D S LAB S ECTI O N 6 Last Revision Date:
KEY @ GABLE END WALL No. Date Description
VE N E E R AN C H O R D ETAI L SCALE: 3/4�� - ��_o�� S4o3 02/24/10 BID PKG.2-AD.N0.1
_a a �,� � .a
� d .. � �, , , . � J . �� _ o- .�� a _
� BOND BEAM � I BOND BEAM I O 04/09/10 ESI #003
.a•' - ' _ , .-
- � " a'- '' ' ' , ; ° ��� a _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
4.- -�;°-, �� 'a_ '- . a� . �'�/; a SCALE: 3/4" = 1'-0" S4Q3 O 0�/22/10 CONST ISSUE SET
� 4 4 ` e a ; "' : _ � ° . ' �f' � I ��� � I ��� �
I a � �
I� I I `� J� I ��� I � � ��� � CONC PIER �
' ' � I I I —I— ---- -- -- � -- ---- -- --� - -_ -_,-_
1' - 0" 6" STEEL LINTEL PRECAST LINTEL REINF ALL INTERIOR MASONRY -__- �__ �'- �, � O
TYP TYP
I — — — — — — — I - - °• - ' WALLS OVER 12-0 HIGH w/ -
COMPACTED GRANULAR FILL � — — — — — — I _ ;_ � 4_, �� -$ �- � -4 #5 @ 4'-0" OC, UNO. - _-- - - - O
_ � � � � � - � � � � � -- - - � -
TOP OF RAMP N BEARING PLATE TYP `° e a� od -��" --� 4 '• AND NOTOS RY WALL SCHEDULE
� � � � [ � . : - --' • ° � .° -• �_ ? -� i.a � , = a o _; _, THICKEND PORTION OF �
VERTICAL REINF � � ` #5 x , `'' DOWELS, UNO ; , .,' � , = = SLAB TO BE TWICE THE
CONC SLAB � � TO MATCH � C �' � ' �°- �`--°'e . '�d..� z �, _' : •� ; _ � DUR-O-WALL D/A 100 � -� -- -� `� -' �` SLAB THICKNESS CALLED Project Number:
METAL CONSTRUCTION JOINT o .. � '_ a °- ,° .d ° • DOVETAIL SLOT OR "�` --� �- -
� , a � MASONRY OPENING rWALL REINF �� MASONRY OPENING I [ a" , a,- .-a o;�` � EQUNALENT '°�- '_ OUT ON THE PLANS
. KEY � . . - - - -
- a" a,�-,-.;���� . 5� CMUWALL(MW) �-'a. . ( ) --_ _ -"��� Parcel 7C'1
c►- -°" . •�"° ; ,�, �; - . ��.�� �� �,� _ � MIN � � � � 3 #5 CONT -_ - - - -
_4:' . - _ , . ,a _ � � ) - -
- a 'q � =' . ' � - °� _' a - a • . . _ -
� � - ;=a � ;a ° - ; -�4 � _ 40db 40db [ 40db 40db� [ � � �. ° _ ; a� � �;, Sheet Title:
I — _ " � ' �- ° � TYP TYP (TYP TYP � � a_- - � U � � - - � ��� � TYP S E CT I O N S
- i � � . _ _ .. _ .� _ ,...,, _.�
� i I ' � 4 �� � � `` 4, . • ' -
' � — __ __ ____ __ [ ___ __ ____ _ [ DUR-O-WALLD/A201BENT - - - - _ AND DETAILS
DOVETAIL ANCHOR OR�
COMPACTED GRANULAR FILL 6" 1' - 0" I �� � I $ 8" DEEP BOND BEAM EQUIVALENT INTO GROUTED
! � - - , - -� - - - , I- -�i-I - - ,
-
8 DEEP BOND BEAM
TYP TYP � ��(OMIT AT DOOR OPENIi NG) �I ��PI )��OMIT AT DOOR OPEN� ING) COR 6@ 24" OC 3- 0
u u �� � �� Sheet Number:
BOTTOM OF RAMP � ��� C � i��� C � N
� �
TYPICAL CONCRETE RAMP DETAILS 24 TYP MASONRY WALL OPENING �8 TYP DOVETAILS IN CONCRETE PIER 12 TYP THICKENED SLAB 7 L
�. �
SCALE: 3/4" = 1'-0" S4Q3 SCALE: 3/4" = 1'-0" S4Q3 SCALE: 3/4" = 1'-0" S4Q3 SCALE: 3/4" = 1'-0" S4Q3
ME129019