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BEAM PER PGW WITH (2)-2x I
NAIIFR. SEE ARCN. DFvaWINGS �
FOR NAILERS AND TOP OF ��
STEEL ELEVATiON }\ j
L3x3x
TO Ci
BEAM PER PfAN WI7H {2)-2x
NAILER. SEE ARCH. DRAWINGS
FOR NAILERS AND TOP QF
STEEL ELEVATiON
OPPOSI7E
C°g HAND
D. i
SECTION 11
3/4"=1'-p" 5303
PROVIDE CQLUMN
BASEPLATE "BP3".
SEE SHEEi S3Q1
3J8" 7A6 ANQ
3J4"4, A325 HO�TS
LUMN PER PLAN
fH 3f4" CAP PLATE
BEAM PER PL
NA[tER (CUT I
AITACH NAItEI
BOLTS AT 24"
COUNTEftSINK
t'--4"
COLUMN PER PLAN -----
T4P OF 7UBE/BOiT. OF STEEL
� ELEV. 111'-0" ------
BOTIOM OF TUBE
�----EIEV. 11fl'-4^-�p ��
TUBE PER FRAMING ELEVAiION-'
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I:UI�Ii�I � f.911I_r I G7. �591 �:I
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s�_�.
tAMINATED WOOD
DECKING PER PLAN
BEAM PER PLAN FFAME INTO
COLUMN WITH 3/8" TAB ANQ
3/4"0, A325 BOL7S
FRAME BEAM INTO COLUMN WITH
3/8" TAB AND 3/4"4, A325 BOLTS
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BEAM PER PLAN. FRAME INTO
W10 BEAM NIEB WITH 3j8" BENT
PLATE AND 3f4"0, A325 BOLTS.
IYPICAI EACH SlDE, SEE PE9,N
PL 71 GA. x 8"x CONT. FASTEN
TO WOOD 61_OCKING AND DOUBLE
SECTION 1
3/4"=1'-p" 5303
SECTION �
3f4"=1'-0" 5303
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BEAM PER PGW WITH {2)-2x
NAILER. SEE ARCH. DFvaWiNGS
FOR NAiLERS AND TOP OF STEEL
ELEVATION
� i i� �__ � TRUSS BFARING
! i �ry £LEV. 111 "_0"
�i
� HEAVY 7EM9ER TRUSS
i BQTfOM CHORD STRUT
i
+ il STRUT CONNECTION BY
I, '� TRUSS SUPPLIER
li
i, - COLUMN PER PLAN BEYOND
D(TEND LAM[NATED WOOD
DEGKING OVER DOUBLE PLATE
AND FASTEN PER DECK MFRS.
BOTTOM OF TUBE
E��v. s�a'—a"
19/32" APA R4TED, EXTERIOR GR4DE
PLl°WOOD SHEATHING. ATiACH PER
NOTES ON SHEEf S100. ARR4NGE -
SHEATHING IN CASE 1 PLl°WOOD
PATCERN. STAGGER END LAPS 4'-0"
AS REQUIRED
MASONRY VENEER PER
ARCHf�ECiUR4L DWGS.
1'-4"
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1._Qn
SECTION �
3J4"=1'-0" 5303
ROOF SHEATHING PER PLAN
WOOD TRUSSES PER
PLAN AT 24° O.C.
�TRUSS BEARING I
ELEV. 1 i?_'-5" F
SIMPSON Nt SEISMIC CLIP AT
EACH 7RUSS. NAIL 70 TRUSS °-'
AND WOOD BLOCKING
7UHE PER PLAN WfTN (2)-2x8
NAILER (CUT DOWN TO 6" WIDE).
ATTACH NAILER WITH t/2"0
THREADED RODS WEI.DED TO �
TUBE AT 24" 0 C (STAGGERED)
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f
A17ACH ROOF DECK 70 BLOCKING
WITH t Od NAIIS AT 6" O.C.
2x WOOD BLOCKING.
� SEE SEC110N 9/5302
0
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0
w a
�fif
2x6 RAFTER AT EACH TRUSS
ExTENSION. LAP t$" ON TRU5S
AND FASTEN WITH (10)-70d NAILS
I
' SIMPSON L50 CLiP EACH
I�� SIDE AT EACH FvaFlER
12
�$
�-�� —FvaFlER HEARING
T ELEV. 110,-4"
• f I f f
COUNTERSINK BOLT HEADS f ' ' '
i i i i NOTCH RAF�ER
' ' ' c AT BEARING
t i i i
i i i �- �-� _ 6" METAL SiUDS _
i � i � � PER PEAN
� i i � i
METAL STUD WALL AT � i i i BOXED 9EAM PER PIAN
QPPOSITE SiDE OF WALL-�-�--�+' ' ' '
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i i i i
i i� � MASONRY VENEER A7
i i i i�� OPP05[iE SIDE OF WALL
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i r i m
i m m m
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r m i m
I I I I
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. � . ' __�I 11 . .
.�_ L_1
. . � .� �°Qd I ¢a Su
ROOF INSULATION W[TH OSB.
SEE ARCN DRAWINGS
LAMINATED WOOD
� DECKING PER PLAN
BEAM PER PLAN WITH (2}-2x8
NA[LER (CUT DOWN TO 6" W[DE).
AITACH NAILER WITH 7 f 2"0 THRU
BOLTS AT 24" O.C. (STAGGERED)
COUNTERSINK BOLT HEADS
TRUSS BEARING
ELEV. 717'-0"
2"x 1� GA. NORIZONTAL STR4P
BR4CING A7 48" O.C., VERT. {MAX.).
PROVlDE BLOCKING AT 48" O.C.,
HORIZONTAL
6" METAL STUDS PER PLAN
SECTION
3/4"=1'-q" 5303
PROVIDE SIMPSON MSffiO STRAP AT
EACH 2xfi LOOKOUT ON TOP OF
ROOF SHEATHING. WRAP DOWN 4"-
AT LOOKOUT END. FASTEN AT ALL
CENTER HOLES W[TH tOd NAIL5
2x6 LOOKOUT AT 24" O.C.
FASTEN TO TRUSS WlTH
S[MPSON L50 CLIP EACH
SIDE AT EACH LOOKOUT
79/32" APA R4TED, EXTERIOR GRADE
PLl°WOOD SHEATHING. ATiACH PER
NQ7ES ON SHEET S100. ARRANGE -
SHEATHING IN CASE 7 PLl°WOOD
PATTERN. STAGGER END LAPS 4'�-0"
AS REQUIRED
MASONRY VENEER PER
ARCH17ECiURAL DWGS.
4'-Q" GOPfT. PL'
i•_4•
N
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Z�V�
PANEL
SECTION �
3J4"=1'-0" 5303
2x WOOD BLOCKING.
SEE SECTION 1/5302
600 T200-68 AT
� ���- RAFfER BEARING
BUILT-UP SECTiON AT
DQUBLE TRUSS BEYONQ.
SEE ARCH. DRAWINGS
BRICK LINTEL FER SCHEDULE
DOOft OPENING
AITACH OF DECK TO EACH
TRUSS W H 1Qd NAILS AT 6" O.C.
f- ROOF SHEATHING PER PLAN
2xfi BLOCK[NG AT EACH
LOOKOU7 LOCAT[ON. FASTEN
TO TRUSS WlT4i SIMPSON
L50 CLIP EACH END
WOOD TRUSSES PER
PLAN AT 24' O.C.
TRUSS BEARING
ELEV. 112'-5"
DOU6LE TRUSS AT
GABLE END WALL
2"x 7� GA. HORIZONTAL STR4P
BRACING A7 48" O.C., VERT. (MAX.}.
PROVIDE BLOCKING AT 48" O.C.,
HORIZONTAL
6" METAL STUDS PER PLAN
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-- - -------�. tr'LT"�,
THIS DRAWING AND EAS, DESIGNS AND�
CONCEFTS CONTAiNEO HEREIN ARE 7HE EXCLUSfVE ��
INIELLEC7UAL PROPERTY OF THE SCHNEIDER
CORP6RATION, AND ARE NqT TO BE USEP OR ��
REPRODUCE6, IN WHOIE Qft IN PAR7, WtTH0U7
THE WftiTTEN CONSENT OF THE SCHNEIDER
CORPORA710N.
Q COPIRIGNTED 9Y THe SCHNEIpER CORP.(2953)
hneider
THE SCHNEIDER CORPORAIION
Historic Fcrt Harrison
89Ct �tis Avenue
Irdionapolis, IN 46216-;G37
Te[ephone: 317.826.7100
Fax: 31 %.826.7?_00
www.schn eidercerp. com
�T 8L Assaciates
1 A Professianal Coxpnrntion
14351 Quaii Pointe Drive
Carmel, dndiana 46032
Phane (317J 844-7514 Fax (317J 844-7516
ajobs@ajassociatespc. com
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