HomeMy WebLinkAbout0021 S301 Sections and Details.pdfREa�AR LAP SPLICE SCHEDULE
FOR CONCRETE CONSTRUCTION
BAR SIZE �SPLBCE LENGTH ^
CiASS A CiASS B COMPRESSBON
#3 1'-4" 1'-10" 1'-0"
#4 1'-10" 2'-4" 1'-3"
#5 2'-3" 3'-0" 1'-7"
#6 2'-9" 3'-8" 1'-11"
#7 4'-0" 5'-2" 2'-3"
#8 4'-8" 6'-0" 2'-6"
#9 5`-2" 6'-8" 2'-10"
SCHEUULE N4TES:
t. PROVlDE LAP SPGCES AS SHOWN ABOVE UNLESS LONGER
LAPS ARE INDICATED ON THE DRAWINGS.
2. PROVIDE CLASS 6 SPLICE UNLESS CLASS A OR COMPRESSION
SPLICE IS CALLED FOR iN DEiAILS.
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�.�a. J� JOINT MATERIAL
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COLi1MN ISOLATION POUR.
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COLUMN I�OLATION JOINT DETAIL
CONSTRUCTfON JOINT
COAT OR WRAP ONE 3/4"0 x 16" LONG 5MOOTH
END TO PREVENT BOND ` r DOWEL AT 24" O.C.
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PLYWOOD SHEATHING. ATTACH PER
NOTES ON SHEET S100. ARftANGE -
SNEATHING IN CASE i PLYWOOD
PA7iERN. STAGGER END LAPS 4'-0"
AS REQUIRED
MASONRY VENEER PER
ARCNITECTURAL DWG5.
CONSTRl1CTTON JOTNT
1/8"t SAWN JOfM'
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CONTROL JOINT
TYPI�AL SLAB-ON-GRADE ]OINT DETAILS
2"x 18 GA. HORIZONTAL STRAP
9RACiNG AT 48° O.C., VERT. (MAX.}.
PROVIDE BLOCKiNG AT 48" O.C.,
HORIZONTAL
6" METAL 5TUDS PER PLAN
TENSION �E. SEE X-BRACE 4 ��2 -��, � 7 S��T B00 T200-54 BOTTOM TRACK
ELEVA110N ON SHEET 5304 �"' •--•_..,,, �`,'�
"�`-�; '� -t/2" EXPIWSION JOINT MATERIAL
APPROX. GRADE OR EXTERIOR _ ;� ,� SLAH P£R PLAN
CONG SLAB. SEE ClVIL DWGS. �
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t/2" EXPIWSION JOlN7
MATERIAL �YPICAL ALL
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DETAIL
3/4"-1`-0" 5301
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3/4"=1'-0" S301
TOP OF 5LA6
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TOP OF FOOTING �
ELEV. PER PLAN
CONCRETE FOOTING.
SEE PLAN FOR SIZE
AND REINFORCING
PROVIDE {4) "A82°'
ANCHOR RODS
BASEPLATE — BP4
5CALE: NONE
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PROVlDE {4) °`AB2" PROVIDE {4) "A82'°
ANCNOR RODS ANGNOR RODS
ALL BASEPLATES SHALL BE ASTM A529 OR A572 a GRADE 50 - Fy=50 KSI MATERIAL
BASEPLATE — BP3 BASEPLATE — BP2
5CALE: NONE 5CALE: NONE
PROVlDE ACCESS HOLES i q i
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EXTERlOR WAt.LS. SEE �
PLAN DETAlL AfS203 � i � i
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BASEPLATE AND � a i
ANCHOR BOLTS - _'� WHERE iNDICATED IN PfER
PER DETAlLS � I� r--' DETAlLS, PROVlpE 90° HOOK
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WALL BEYOND
SEE
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EXTERlOR CONG SLAB.
5EE ClViL DRAWlNGS �'\
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DETAIL
3/4"=1"-0" S301
t/2° EXP1WSlON JOINT MA7ERIAL
24"
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�-SLAB PER PLAN
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TYP. EACN SIDE I; :,.i;.t. 90' STD HOOK (2" CLR.)
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3/4'"=1'-0" S301
WALL BEYOND
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ANCHOR RODS
GLAZiNG PER
ARCH. DRAWINGS
1/2" EXPANSION 4 1/2" 7 1/i
JOlNT MATERIAL
EXTERIOR CONC. SLAB. I
SEE CiVIL DRAWINGS � 1
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PLYWOOD SHEATHiNG. ATTACH PER
NOTES ON SHEET S100. ARRANGE -
SHEATHING IN CA5E i PLYWOOD
PATTERN. STAGGER END LAPS 4'-0"
AS REQUIRED
MASONRY VENEER PER
ARCHITECTURAL DWGS. ���
BASEPLATE — BP�.
SCALE: NONE
SE�TION
3/4"=1'-0" 5301
24°
#5 AT 12" O.C. �
rI SLAB PER PLAN
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P��...-��° ELEV. 140• 0°
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90' STD HOOK {2" CLR.)
lYPICAL EACH 51DE
TOP Of f00TING
ELEV. PER PLAN
4 1����,��1�� i�'�7 1�2"
GROUT VOIQ BEHIND MASONRY , ,
VENEER SOLID UP TO FLOOR LINE � � J,,� /
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SECTION 1
3/4"-1'-0" S30i
f00iiNG PER PLAN
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2°x 78 GA, HORIZONTAL STRAP
BRACING AT 48" O.C., VERT. (MAX.).
PROVIDE BLOCKING AT 48" O.C.,
HORiZONTAL
B" METAL STUDS PER PLAN
6Qq T200-54 BOTTOM TRACK W1TH
(i)-#10 SCREW PER STUD, EACH
SIDE. FASTEN TO CONCRETE WITH
t/2"0 HILTI KWiK BOL7 Ill AT 32" O.C.
7/2°° EXPANSION JOINT MATERIAL
�SLAB PER PLAN
TOP UF SLAB ,�
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9U" STD HOOK (2" CLR.}
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__ TOP OF FOOT{NG
ELEV. PER PLAN
FOOTING PER PLAN
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HIS PRAN1NC AND li�lE�Y6EAS, 6ES;GNS AND
CEP75 CONTAINE� NEREIN AftE 1}1E EXCLUSIVf
VTeLtECNAl PROPERTY OF TNE SCHNEIDEP,
6RPtlRAT10N, AND ARE N0T TO BE USED OR
:Pft06UCEP, IN VMO�.E OR IN PART, VlITNOU7
THE 14RI7TEN CONSENI` OF TNE SCNNEIDER
� CORFORATION.
! COPYRIGhITEQ �Y THE SCHNEIDEft CORP.(2at3)
�chneider
THE SCHNEIDER CORPORAl10N
Historic Fc�rt Harrison
8901 Gtis Avenue
indianagolis, IN 4�6216-1037
Tel�phor�e: 317.d26.710{�
F ax: 317.826.7200
www.sc`meidercarp.com
� � .IiSSOC12tE:S I,
_� A ProEessional Cocyacanon i
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14351 Quail Pointe Drlve ��.
Carmel, IndPana 46432
Phone(317}844°7514 Fax (317) 844-7516
ajobs@ajassociataspc. com
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