HomeMy WebLinkAbout0022 S302 Sections and Details.pdfROOF SNEA7HING PER PLAN
WOOD 7RUSSES PER
PLAN AT 24" O.C.
TRUSS 6EA,RING p �
� ELEV. 112"-5"
SIMPSQN Hi SEISMIC CLIP A7 EACH
TRUSS. NAIL TO IRUSS AND SCREW
TO HEADER
6"x 8" DEEP TRADE READY HEADER
BY DIETRICH (OR EQUAL) WITri
(3)—�1Q SCRF.WS INTQ EACH 57UD,
EACH SIDE
6" P�E7AL S7UD5 PER Pl.AN
BOXED NEADEti PER SCHEDULE
WITH CLIP AT EACH END
6" METAL STUDS PER PiAN
LAMI
SEE
ATTACH ROOF DECK TO 6LOCKING
WITri 1Qd NAILS A7 B° O.C.
�
2x WOOD BLOCKING.
SEE SECTION 1J5302
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2'-0"
f'L 1 f 4"x 4" AT'� _3�' 6
EACN RAFTER f 3f 16
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I I 2x WOOD BLOCK{NG
I i ��R a�cH. awcs.
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, , ER1CK UN7EL PER
� i SCHEDULE ON SHEET 5304
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<° — WINDOW OPENING
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i� ' MASONRY VENEER PER
��� ARCHI7ECTURAL DWGS.
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Y%0 KAtitK AI tAGF7 IKUJJ
�XTENSION. LAP 1$" ON 7RUSS
AND FASTEN WITN (10)—iQd NAILS
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SE�TI�IV
3J4,"= 1'_0" S302
N
SECTION
3/4��=1'_0" 5302
FASTEN RAFlER 70 PLATE WlTH
_ {4)—iJ2"0 80LT5, SPACE EQUALLY.
LOCATE MID DEPTH IN RAFfER AND
PROVIDE WASHERS EACH SIDE
HSS 8x4 PER Pl.AN ,- � -���__
j �6.y
2'-1 9/2"
TRUSS BEARlNG
ELEV. 311'-0"
2x6 RAFTER A7 EACN TRUSS
EXtENSION. FASTEN TO PLATE WITH
(5)—iJ2"0 BOLTS, SPACE EQUALLY.
LOCATE MID DEPTH IN RAFTER AND
PROVIDE WASHERS EACH SIDE
BUILT—UP SECiION AT
COLUMN BEYOND. SEE
ARCH. DRAWINGS
Nore:
AT DOUBLE TRUSS, PROVIDE 2x6
RAfTER EACN SIDE OF TRUSS.
PROVIDE SIMPSON STRAP OVER
EACH RAFfER AS INDICATED
AEOVE.
COLUMN PER PIAN
19/32" APA RATED, E?tTERIOR GRADE
PLYWOOD SHEATHlNG. ATiACH PER
NOTES ON SHEEi 5100. ARRANGE —
SHEATHlNG IN CASE t PLYWOOD
PATiERN. S7AGGER END LAPS 4'-0"
AS ftEQUIRED
�
COLUMN PER Pl.AN
WITH t/2" CAP PL
TUBE CONNECTiON AT COLUMN
ROOF INSUlAT10N WITH OSB.
SEE ARCH DRAWINGS
IAMINATED WOOD DECKING,
SEE ARCH DRAWINGS
3�_3�
6RICK LINTEL PER SCHEDULE
ON SNEEi 5304
WINDOW OPENiNG PER
ARCH(TEC7URAL DWGS.
�
TRUSS HFARING
ELEV. itt'-0"_
92
5 �s �
HEAVY TIMBER TRUSSES
PER PtAN (BEYONQ}
6" MEfAL STUDS PER ARCH. DRAWINGS
HEAUER PER ARCH. DRAWINGS
� vN�x
SECTION
3/4'�=1`_0" 5302
� TRUSS BEARlNG �
ELEV. ? t i'-0"
S E�TI� IV
3J4"=1'_0" 5302
ATTACN ROOF DECK TO BLOCKING
WI7H 90d NAILS AT B" O.C.
2x WOOD BLOCKING CUT TO FlT TIGHi AT EVERY j7
TRUSS SPACE (OMIT AT SOFf� VENTS). NAlL 5�
SHEATHING TO BLOCKING PER NOTES ON S10Q
PROVlDE SIMPSON L90 CLIP AT TOP TRACK (LLV).-------__�
AiTACH TO TRACK W(TH (5)—#10 SELF TAPPING ���
SCREWS AND TO BLOCKING W{TH (5)—tOd NAILS
BUILT—UP SECTl4N AT
DOUBLE TRUSS BEYOND.
SEE ARCH. DRAWINGS
19/32�� iil'A RF11CU� GIILRIVR VfV1UG
PLYWOOD SHEATHING. ATiACH PER
NdTES ON SHEEi 5100. ARRANGE —
SHFATHING IN CASE i PLYWOOD
PATfERN. S7AGGER END lAPS 4'-0"
AS ftEQUiRED
kdASONRY VENEER PER
ARCHITECTURAL DWGS.
ROOF SHEATHING PER PIAN
WOOD TRUSSES PER PtAN
AT 24" O.C.
R
3 �
SECTION 1
3/4"=1'_0" 5302
TRUSS BEARING
ELEV. 112'-5' �
SlMPSON Ht SEISMIC CUP AT EACH
TRUSS. NAIL TO TRUSS AND SCREW
TO HEADER
B"x 6" DEEP TRADE READY HEADER
BY DlEFRICH (OR EQUAL) WlTH
(3}—�10 SCREWS INTO EACH 5TUD,
EACH SIDE
2"x 18 GA. HORIZONTAL STRAP
BRACiNG AT 48" d.C, VERT. (MAX.).
PROVIDE BLOCKING AT 4�" O.C.,
HORIZONTAL
6" METHL S7UDS PER PLAN
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THI5 DRAWING AND EAS, DESIGNS AND
CONCEPTS GONTAiNFD HEREIN ARE THE E%CLUSIVE
INTELLECNAL PROPEfttt OF lHF SCHNE@GR
CORPQRATION, AND ARE NOl' 70 8E USEp OR
REPROOUCED, IN WNOlE OR IN PART, WIlHOUT
lHE WR17'iEN CONSENi OF lHE SCHNEIPER
CORPORAl10N.
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THE SCHNElDER CORPORATION
Hiskaric Fort Harriscr
8901 Otis Avenue
Indianapolis, Iti 46216--1�37
Telepnone: 317.826.7100
Fax: 3 � ?.826.7200
www. schneidercorp. com
/�j Tc� f�884C1ateS
1 1� A Pro£cssional Co�ondan
14351 Quail Poirtte Dnve
Carmel, Irtdlarta 46032
Phone {317}844-7514 Fax {317} $44-7515
ajobs@ajassociatespc.com
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