13-646-069'AM
RE. ARCH
B/DECK ELEV
s r l11,411 1,124MMKowlell ilL
ilm
wil
i
losm
61tillmlmUmPlom
1�1131 11�-,./-600S`162-54
SCALE: 3/4"=1'-0*
3'-0' MIN (ROOF DECK)
CONNECTORS TO JOISTS &
PERIMETER STRUCTURAL
STEEL MEMBERS (36/4 6" (ROOF DECK)
PATTERN 0 ROOF DECK)
BEAM
RE: PLAN
OL T/BEAM ELEV
'-F RE: PLAN
(2) L6x3 1/2x5/16x1'—O"
-77
B/DECK ELEV
PRO
-
---f—X—X—X—X—X—X—X—X—x—x—x
— — — — — — — — — ---- — — — — — — — — — —
RE: PLAN
C-)
--
04
CMU BOND BEAM
5/16 CONT
5(x2)
RE:- 1/S-4.3
I
RE: ARCH
BRIDGING PER SJI
B/DECK ELEV
W; 3/4- DIA
REQUIREMENTS
W/ (2) 3/4-0 BOLTS TO BEAM AND
L4x4x1 /4xO'-5" W/
1/2' CAP f
I
RE. PLAN
lkELEV
JOB NUMBER:
ANCHORS TO HOLLOW CELL OR
TITLE:
ROOF FRAMING
SECTIONS & DETAILS
HILTI HIT HY-150
(2) 1/2- DIA HILTI HY150 ADHESIVE
60OS162-43 METAL
ANCHORS TO SOLID CELL 0 EA
I
CONNECTOR
BRIDGING LOCATION. USE MINIMUM
STUD 0 16* OC
PATTERN
EMBEDMENT GIVEN BY HILT]
r-4
I
ADHESIVE ANCHORS
.
E - R 1/S-4.3 FOR
DIAGRAM
Ff
ADDITIONAL INFO
ADHESIVE ANCHOR
W/ 5- EMBED IN GROUTED CELLS
L5x5x5 /1 6 CONT
JOIST BRIDGING
—
SCALE: 3/4" = l'—O"
0 24" OC AND
W/ 3/4- DIA HILTI HIT HY-150
MASONRY PILASTER
6 3/4' EMBEDMENT
RE: 1/5 -2.1 AND
ADHESIVE ANCHORS @ 24' OC
FILL POCKET W/
INTO GROUTED CORES
3/5 -4.1
AND 6 3/4- EMBEDMENT
MORTAR AFTER
!Am i IR" Twi►
INTO GROUTED CORES
JOIST IS IN PLACE
3/16
ROOF DECK
RE: PLAN
3
ROOF DECK
RE:- PLAN
x -F---X—X—X—X—X-
-X
—---— — — — — — -
ELEV
X—X-
,kB/DECK
TRE. PLAN
7
PL 1/2"x6'xO'-8"
W/ (2) 1/2* DIAx6*
3/16
9
HEADED STUDS
3/16
9
-4 Cl
/
F
ELEV
V
4:,
JOIST
RE: PLAN
PL3/4"x6"xO'-6"
RE: 1/S-4.3 FOR
3/16
RE: 8/S-3.1
ADDITIONAL INFO
3
FOR WALL REINF
NOT SHOWN
MASONRY PILASTER
77�
RE: 1/S-1.1 AND 3/S-4.1
JOIST
GIRDER
BEARING
(7
JOIST
BEARING
SCALE: 3/4"
= l'-O"
I 5-4.3
SCALE: 3/4"
= 1` -0"
1�1131 11�-,./-600S`162-54
SCALE: 3/4"=1'-0*
3'-0' MIN (ROOF DECK)
CONNECTORS TO JOISTS &
PERIMETER STRUCTURAL
STEEL MEMBERS (36/4 6" (ROOF DECK)
PATTERN 0 ROOF DECK)
BEAM
RE: PLAN
OL T/BEAM ELEV
'-F RE: PLAN
(2) L6x3 1/2x5/16x1'—O"
-77
B/DECK ELEV
PRO
-
---f—X—X—X—X—X—X—X—X—x—x—x
— — — — — — — — — ---- — — — — — — — — — —
RE: PLAN
C-)
--
04
CMU BOND BEAM
RE:- 1/S-4.3
I
FRAMING
BRIDGING PER SJI
B/DECK ELEV
REQUIREMENTS
W/ (2) 3/4-0 BOLTS TO BEAM AND
L4x4x1 /4xO'-5" W/
1/2' CAP f
I
RE. PLAN
(2) 1/2- DIA HILTI HY 20 ADHESIVE
JOB NUMBER:
ANCHORS TO HOLLOW CELL OR
TITLE:
ROOF FRAMING
SECTIONS & DETAILS
3625162 -43
(2) 1/2- DIA HILTI HY150 ADHESIVE
60OS162-43 METAL
ANCHORS TO SOLID CELL 0 EA
I
CONNECTOR
BRIDGING LOCATION. USE MINIMUM
STUD 0 16* OC
PATTERN
EMBEDMENT GIVEN BY HILT]
r-4
I
@ 16" OC
.
E - R 1/S-4.3 FOR
DIAGRAM
ADDITIONAL INFO
ADHESIVE ANCHOR
W/ 5- EMBED IN GROUTED CELLS
NOT SHOWN
JOIST BRIDGING
—
SCALE: 3/4" = l'—O"
1�1131 11�-,./-600S`162-54
SCALE: 3/4"=1'-0*
3'-0' MIN (ROOF DECK)
CONNECTORS TO JOISTS &
PERIMETER STRUCTURAL
STEEL MEMBERS (36/4 6" (ROOF DECK)
PATTERN 0 ROOF DECK)
BEAM
RE: PLAN
OL T/BEAM ELEV
'-F RE: PLAN
(2) L6x3 1/2x5/16x1'—O"
-77
MU LINTEL
NTEL
RE PLAN
PRO
=
RE: ARCH
C-)
(COPE LEG AT BEAM WEB AS REQ'D)
II
I
FRAMING
B/DECK ELEV
W/ (2) 3/4-0 BOLTS TO BEAM AND
RE: ARCH—\
1/2' CAP f
I
RE. PLAN
2013
JOB NUMBER:
(2) 5/8- DIA HIL11 HIT HY 150
TITLE:
ROOF FRAMING
SECTIONS & DETAILS
3625162 -43
SHEET NUMBER:
S-4,3
60OS162-43 METAL
I II
I
CONNECTOR
STUD 0 16* OC
PATTERN
I II
I
@ 16" OC
DIAGRAM
ADHESIVE ANCHOR
W/ 5- EMBED IN GROUTED CELLS
3 1/21 !-
MASONRY PILASTER
RE: 1/5 -2.1 AND
)WDER ACTUATED FASTENERS SHALL NOT BE USED IF BASE MATERIAL
,g. TOP CHORD OF JOIST) IS LESS THAN 1/4" THICK,
IR ACTUATED FASTENERS SHALL NOT BE USED IF BASE MATERIAL IS LESS
3/5 -4.1
!Am i IR" Twi►
DIAPHRAGM SCHEDULE
SCALE: NONE
SCALE: 3/4"=1'-0"
mm
m`�\7
4" WELD
LENGTH
EA SIDE
'E: PTAR
CMPSON HUC48 HANGER W/
f14) 1/4"x 2 3/4" 11TAN
SCREWS TO CMU AND (6) #l*
SCREWS TO BOX HEADER—
BB1 LINTEL
/ARE: PLAN
16'-8* �
RE: 2/S-2.1 AND
3 S-4.1
DRIVE THRU FRAMING TO CMU
SCALE: 3/4"=1'—O"
ELEV
m
PRO
=
RE: ARCH
C-)
II
I
FRAMING
B/DECK ELEV
RE: 2/S-2.1 AND
3 S-4.1
DRIVE THRU FRAMING TO CMU
SCALE: 3/4"=1'—O"
ELEV
METAL STUD
BEAM
RE: PLAN
RE: ARCH
II
I
FRAMING
B/DECK ELEV
DRAWING BY:
RE: ARCH—\
1/2' CAP f
I
RE. PLAN
2013
JOB NUMBER:
1319
TITLE:
ROOF FRAMING
SECTIONS & DETAILS
3625162 -43
SHEET NUMBER:
S-4,3
60OS162-43 METAL
I II
I
METAL STUD
STUD 0 16* OC
I II
I
@ 16" OC
1 7 � DRIVE-THRU SECTION
S.3 SCALE: 3/4*=1'—O*
1111*01111[oil;C1
113=1
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v-4
c.)
N <Jt-
NtVIZ:dUNZ:):
2
6=11111W
DRAWING BY:
P.Ol
DATE:
JANUARY 8TlH,,
2013
JOB NUMBER:
1319
TITLE:
ROOF FRAMING
SECTIONS & DETAILS
SHEET NUMBER:
S-4,3
6=11111W