13-748-042+ T.O.
77T-7
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PARAPET KALL
,
P
I • NOTE
PROVIDE e)Xa CONC. CAP Ysll.2 # 5 CONT.
EXTEND ALL VERTICAL STEEL INTO
7-
sr;�Jjc' rLIF?�
HI&FC--,T CONC. CAP K(-(O' HOOK
(TYPICAL)
8XI6 CONTINUOUS CONC. 5M YV 6 # 5 4 # 5 TIES
6" O.C. (2 # 5 TOP, BOTT. 4 MID BARS)
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+ 5v-1.
T.Q. CONC. 5M
GONG. CAP YV 2 # 5 CONT.
REFER TO ROOF PLAN FOR LOCATIONS 4
SPACING OF PARAPET WALL BRACING
4' X NV X 61 LONG, KNIFE PLATE FULLY WELDED
TO STEEL TUBE 4 S X 3/a s x 1.2 a EMBED PLATE IW/
5"X5"A/4" BRACING STEEL ANGLE I'zIJLL*r WELDED TO STEEL
4-34'0 X 5' LONG, H.5,
TUBE AND CONNECT TO MASONRY HALL PV-2-514"O X
LONG EXPANSION BOLT 01" APART IN (SROUTED CELL.
DOWEL OUT ADDITIONAL REINFORCIN& FROM
3' X 3' X 1/4' STEEL TUBE FULLY WELDED TO 3V KNIFE PLATES
TIE BEAM AS PER MASONRY NOTE # I ON 5-5
ti~ (PRovlr.>r= 1/21 SLOT THROUGH THE BRACING MEMBERS, FULLY
WELD ALL THE SLOTS FOR WATER ROOFING)
ro' X 3/a' X 12' LOW3, iQ41FE PLATE
SAW CUT 4 REMOVE THE INTERIOR SHELL OF
VERIFY GEOMETRY WITH WINDOW REPRESENTATIVE
6,0 SHALL PROP THE BEAM ABOVE
THE RZ�� OPENIN& AND A012 2 # 5
LY WELDED TO CAP PLATE
MASONRY BLOCK AT THE EMBED LOCATION,
FOR. EVERY 12" INCREMENTS TYPICAL
PLACE 2 0 5 X 32' LONG TO SECURE THE
X3/81 X12 EMBED PLATE W/4 -44X5
LOWG, H.S. TO VERTICAL STEEL
—WALL BRACING DETAIL ON THIS
5AW
TYrICAL
4' X 4' X 1/41 STEEL TUBE W1 5,' X
4' X V X ro ' LOW--j- KNIFE PLATE FULLY WELDED
1-4" MIN.
X No' BASE 4 CAP PLATES
TO STEEL PLATE
EXTEND 4 TERMINATE BEAM
III
FULLY WELDED TO STEEL TUBE
\+'T.O.
P4-
F-
TIE BEAM
1'AS
1E1
REFER TO ARCHITECTURAL
III
T5 REFER TO SCHEDULE FOR SIZE 4 REINFORCING
j j
*SEE NOTE
PAS's FOR &EOMETRY
II
II
T
5"X5"XI/4"XI2" LONGS ANGLE K/ 2-5/40
X
5/5
X 6' LONG EXPANSION BOLT IN A SOLID CELL.
DO NOT PLACE BOLT AT MORTAR JOINT
STIFFENER ON EACH SIDE OF THE STEEL
5"X5"XI/4" STEEL ANGLE BE STEEL N&LE (CUT THE LEG TO ACCOMMODATE
JOISTS AT EACH SIDE OF STEEL TUBE (T 4 5) FOR 5X5XI/4 HORIZONTAL MEMBER
le�EV TO STEEL TUBE AND STEEL JOISTS
DOVEL OJT ADDITIONAL
AT ALL CONTACT POINTS
71
NOM
PROVIDE ADDITIONAL TWO RO)0"6 OF " X " BRACING (MIN) AS SHOWN ON
THE ROOF FRAMING PLAN WITH .2 1/2" X 2 IL2" X 1/4" AFTER ALL DEAD
LOAD APPLIED FOR EACH 4" 0 VERTICAL POST SUPPORTING PARAPET
—REINFORCINS FROM TB AS PER
KALLS. FULLY MI-V ALL BRACING AT ALL CONTACT POINTS (TYPICAL)
=WFEM-03
•
iii
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�-lAeONRV'r CONTRO1. JOIN7 l."71r=7AIL.
i0a
130* STO, HOOK
SEE ROOF PLAN!
T.O. PARAPET YiALL
aXa CONC. CAP YV-2 # 5 CONT. /441
CONCRETE BEAM 4 STEEL 5RACIW3
NOT SHOWN FOR CLARITY
ra rd 0) z Al wez ;A 2
SEAL
1/2" = 1'-0"
:DX FLyujoor.> sEF- ROOF SHEATHING
5tE FOR coNEcTloN
I
LANCHOR 2X4 BLOCKING TO BOTTOM CHORD
4 TOP CHORD K/3 -16d NAILS ON EACH SIDE.
7 CONC. BLA5 $ AALL OFENIN6 REIM=. 1:�ETAIL
(PROVIDE 5RACIW-z AT MAXIMUM 20'-0' AS SHOWN ON FRAMIWa PLAN) -I I V —
MEESE=
TRANSITION FROM T5 K/ clOo HOOK (TYPICAL�,
REINFORCIN& NOT 5HOAN FOR CLARITY
2 # 5 HORIZONTAL AS SHOM (TOTAL
OF FOLIR) K/ #5 TIES a 12" O.C. BEND
HORIZ. REINFORCINC7 TO &EOMErRr
OF C'I AFIE !A!.&LJ- 'N
1/2' - 1' - 0'
I I
2 .11-01 REFER TO ARCHITECTURAL ELEVATIONS FOR LOCATI
M
1-771
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SYM, ABOUT Cl—
7-
sr;�Jjc' rLIF?�
4A
+ T.O.
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PARAPET WALL
GONG. CAP YV 2 # 5 CONT.
T.O. CONC. BM
VERIFY GEOMETRY WITH WINDOW REPRESENTATIVE
6,0 SHALL PROP THE BEAM ABOVE
THE RZ�� OPENIN& AND A012 2 # 5
PRIOR TO FORMING THE OPENING
FOR. EVERY 12" INCREMENTS TYPICAL
8X16 CONC, BEAM SEE PARAPET
—WALL BRACING DETAIL ON THIS
SHEET FOR SIZE 4 REINr-oF;?i--Iwz,
EXTEND 4 TERMINATE BEAM
2'0 5 ON,EAC44 SIDE OF OPENING
REINFORC-IW3 AS SHOWN HERE
1'AS
SHOWN (TOTAL OF a)
REFER TO ARCHITECTURAL
PAS's FOR &EOMETRY
SEE ARC H.
DOVEL OJT ADDITIONAL
71
—REINFORCINS FROM TB AS PER
RA50NRY NOTE # I ON 5
',spa, SHALL EXTEND GONG. COLUMN 4
AVV.2 * 5 VERTICAL AT EACH SIDE
INS
- OR
TO ACCOMMODATE r
ROUND OPENING.
(FROM WINDOW 511-1-
T.Q. TIE BEAM
TO, ROOF, TI
3)
'S X O'CONC,
CAP Wt/ 2 0 B, T.
TB REFER TO SCHEDULE FOR
--SFZE 4 REINFOCIWG-(RSINF,
NOT SHOWN FOR CLARITY)
2 .11-01 REFER TO ARCHITECTURAL ELEVATIONS FOR LOCATI
M
1-771