HomeMy WebLinkAbout0024 S304 Typical Framing Details.pdf�RICK LINTEL SCNEDULE
OPENING WIDTN SI1E
p� _ g�_p�� L4x4x3/8
g'—�" — g'--p°' L6x4x3/8 (LLV)
NOTES:
1. BEAR 8" MINIMUM ON ADJACENT BRICK EACH END.
2. ALL LINTELS SHALL BE GALVANIZED.
FRAMiNG SCNEDULE
MILS GAGE
54 16
68 14
97 12
DEPTH IN INCHES x 100 � FLANGE WIDTH IN
�INCHES x 100
� �
SHAPE DESIGNATION: 600 S 162-54
S INDICATES STUD L� �-r�
T INDiCATES TRACK ---� �--THICKNESS IN MILS
HEADER SCHEDULE
OPENING WIDTH HEADER SILL JAMB FASTENERS �3�
(2}-800 S162-54 (1)-600 T200-68 n �3)-600 S200-54 {g�_#12
0' — 4'-0" (2}-600 T200-54 (1}-600 T200-54
, „ , >, (2)-1000 S200-68 (3}-600 S200-54
4 �� � � �� {2)-600 T200-54 11)-600 T200-68 � ��}_600 T200-54 {10)—#12
NOTES:
1. ALL STUD (S) SHAPES SHALL BE 50 KSI MATERIAL.
2. ALL TRACK {T) SHAPES SHALL BE 33 KSI MATERIAL,
3. FASTENERS ARE SELF—TAPPING SHEEf METAL SCREWS EACH SIDE OF HEADER, EACN END.
4. PROVIDE FASTENERS AT HEADER MEMBERS TO JAMB TRACK EACH SIDE, EACH END.
5. PROVIDE (2) FULL HEIGHT JAMB STUD AND {1) BEARING STUD.
6. OMIT SILL AT DOOR OPENiNGS.
7. FASTEN TRACKS TO HEADERS WITH #8 SCREWS AT 6" O.C.
s�aM scH�au��
BEAM MARK BEAM JAMB FASTENERS�3�
(2)-1200 S200-68 (3)-600 S200-54 {20�_��2
��� (1)-600 T200-54 BOTTOM (1)-600 T20D-54
R1E.)ADY�H�EAD RATOPA(50 KSQ
NOTES:
1. ALL STUD (S) SNAPES SHALL BE 50 KSI MATERIAL.
2. ALL TRACK (T) SHAPES SHALL 6E 33 KS! MATERIAL.
3. FASTENERS ARE SELF—TAPPING SHEET METAL SCREWS EACH SIDE OF NEADER, EACN END.
4. PROVIDE FASTENERS AT HEADER MEMBERS TO JAMB TRACK EACH SIDE, EACN FND.
5. PROVIDE (1) FULL HEIGHT JAMB STUD AND (2) 6EARING STUDS.
6. FASTEN TRACKS TO BEAMS YVITH �8 SCREYVS AT 6" O.C.
FULL WIDTH SOLID BLOCKING
-F- I! -F-
PIECE OF WALL STUD CUT TO
FlT TIGHT BE[WEEN STUDS AT
8'-0" O.C. HORIZ. (MAX.)
-F-
18 GAGE CL1P ANGLE WITH
{2)-�8 SCREl4S INTO
BLOCKING AND STUDS (TYP.)
FASTEN STRAP BRACING TO
BLOCKWG WITH �8 SCREIN
EACH END
ELEVAT! C� N
___�v_-- ��
i
-}- i
57RAP BRAClNG
--�-
2" x 18 GA. CONT, STRAP
BRACING AT 4'-0° O.C.
VERTlCAL (MAX.) WITH �8
SCREW AT EACH 5iUD
EXTERIOR SHEA7HING
iYPICAL �RID�IN� DETAIL
SCALE:NONE � �
5"x 10"x 14
SPLICE PLATI
12" LONG PI
57UD PER P
(s)—#to sci
TOP iRACK PER SECTIONS
WALL 57UD PER PLAN
iYPICAL TOP TRACK SPLICE �ETAIL
SCALE:NONE
INFILL 57UD
.� +��
HEADER MEN
�
INFIL
TYPI
ANCI
CRIPPLE STUD
JAMB STUD (FULL HEIGHT}
JAPAB TRACK. EXTEND TO TOP
OF HEADER TRACK
JAMB STUD TO BOTTOM OF
HFADER MEMBERS. SEt iNSIDE
OF JAMB TRACK
CRIPPLE STUD
DETAIL AS SHOWN AT WENDOW.
PROVIDE SIMlLAR AT DOOR.
ANCHOR
-�--- (2)-�6 � 12' O.C.
R
-�8 � i2" O.C.
SECT(ON A-A
TYPICAL LINTEL BEARIN� DETAIL
SGALE: NONE
DOUBLE 600 5200-97
(50 KSQ STUD AT EACH
END OF SHEAR WALL
DOUBLE STUD PER
PLAN AT DOOR OR
WINDOW OPENING
i:
�•
FASTEN STRAP BRACENG
TO DOUBLE STUDS WITH
(12)-#10 SELf-TAPPING
SCREWS (TYPICAL)
METAL STUD
PER PLAN
�
STRAP BRACING
BOTfOM TRACK
PER SEC110NS
FASTEN STRAP BRACING
TO TOP TRACK WlTH
(i2)—#io setF—Ta�PiNc
SCREWS (iYPICAC)
D ETAI L C
3/4"=1�_0`� S3Q4
� TOP OF SLAB
� ELEV. PER PLAN
��
�DOOR OPENING�
Il'i�lL
�
FASTEN STRAP BRACING
TO pOUBLE STUDS WITH
(12)-�j10 SELF-TAPPING
SCREWS (TYPICAL}
N
DOUBLE 600 5200-97
(50 KSQ STUD AT EACH
END OF SHEAR WALL
DOUBLE STUD PER
PLAN AT DOOR OR
WINDOW OPENING
IMPORTANT
PRE-STRESS STRAP
BRACING PRlOR TO
FASTENING OPPOSITE
END.
HEADER SUPPORT STUDS AT
DOOR OR WINDOW OPENING
ADDITIONAL iRACK ANCHORAGE
AT WINDOW OPENING ONLY
MEfAL STUDS PER
DOUBLE 600 5200-97
(5� KSI) STUD AT EACH
END OF SHEAR WALL
�7yp, (_. CONCREfE WALL
,,,, PER SECTIONS
�
BOITOM TRACK
FOUNDATION WALL BELOW
0
0
FASTEN STRAP BRACING
TO TOP TRACK WlTH
(12)—#10 SELF—TAPPING
SCREWS (T`(PICAL)
i
+ + ' P
,�_�_`I'
STRAP
D ETAI L B
3/4°'�Z,_p°° 5304
BACK-TO-BACK DOUBLE STUD
Ai DOOR AND WINDOW JAMBS
SHEAR WALL ANCHOR
D ET/�Y L f�
11/2"=1'-0" S304
TOP TRACK
PER SEC710NS
TOP TRACK PER
SECTIONS
METAL STUD PER PlAN
IYPICAL TRACK ANCHOR
IYPICAL WALL STUD
TRUSS 6EARING
ELEV. PER PL4N
BRIDGING AT OPPOSITE
SIDE OF STUDS
DOUBLE 600 S20p-97
(50 KSI) 5iUD AT EACH
END OF SHEAR WALL
10" x 18 GA. (54 MIL)
S1RAP BRAqNG
BOTfOM TRACK
PER SECTIONS
A� TYP.
TOP OF FOOTING
o ELEV. PER PLAN
ZPROVIDE SIMPSON SJHTft4 TENSION
WALL FOOTING TIES WRH 5J8"� THRF1sDED ROD (A38)
PER SECTIONS AT EACH END OF X—BRACE. DRILL INTO
CONCRETE WALL AND SEtIN EPDXY PER
NOiES ON S10p
. � ;, • � � �
SGALE: 3/8" = 1'-0"
' ��� � No. '�" �
�:. 2QQ36 ;' �
�'.. SAIE OF ir�
•��l11IIi1P�..
.._._ _._.____�_---� �._
-
1HIS DNAW7NG AND "" EAS, DESIGNS AND
CONCEPTS CONTAINED HEREiN AftE THE E%CLUSiVE
INIELLECTUAL PROPERTY OF iME SCNNEIDER
CORPORATI9N, AN� ARE N07 TO 8E USED OR
� REFRODUCED, IN WHQLf OR IN PARI�, WITFi0U7
7HE WRIITEN CQNSENT Qf' T}iE SCHNEIpEft
� C4RPORA➢QN.
C(� COPYRIGHTED BY 'HE SCHNFIDER CQRP.(201J)
� � �
_ � _
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Historic Fort Harrison
8901 Otis Avenue
!r:dianapolis, IN 46216—i037
Telephone: 317.826.7100
Fax: 3? 7.826.7200
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Phone {317) 844-7514 Fax {317) 844-7516
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