HomeMy WebLinkAbout2453-60PLYWD. ROOF SHTG.
SEE NOTE NO. 3
.........................................................................................................................................................•....................r
I. •
••••• •••.•...........•..............................................................................................................................................................I
..................................................................................................................................................................................
:.........................................................................•..................................................•....................................................:
:................:':':':':'::'.....'::•:':':':::'...........::'• •................::::::.D-ISTINO•.'W, OUETBALL • COURT:.........:..........':':':':::':':':'::':':':':':'::'::':::':':':::':':::':':::':':':':':::'..... •.
.'000..........................•...'..'.'.'..'.'.'.'.'.'..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. .•'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..'.'.'.'..'.'.'.'..'.'...'..'
4 4 4 I:.........................................................................................................................................; .......................')
1 ......................'.'.'.•.'.•.'.'.'.'.•.'.'.'.'.'.'.•.'.'.'.'...•.'.'.'.'.•.'.'.'.'.'.'.'.'.'.•.'.•.'.'.'.•.'.•.'.'.•.•.'.'.'.'.'.'.•.•.'.'.•.•.•.'.'-'.'.'.'.•.'.'.•.'.'.'.'.•.'.'.'.•.'.'.'.'.'.'.'.'.•.•.•.'.'.'.'.•.'.'.•.'.'.'.'.•.•.•.'.'.•.•.'.'.'.'.•.'.'.'.'.'.'.'.'.'.'.'•'.'..'.'.'.'.'.'.'.'.'.'.'.'.'
4.4 1 4.4 I' ...................... 'Z' . ,................................................... ........'I
4.3 4.:•:':':':•:•:•:':':•:':':':':':•:':':':':':•.:•:':•:•:•:•:':':':•:':':•:':':':•:':':':•:':':':':':':':':':':':':•:':':':':•:':':':':•:':':•:•:•:•:':':':':':':':•:':':':':':':':':':':•:':':•:':':':':':':•:':':':':':':':•:':':':':':':•:':':'::':':':':'.'.':':':•:':':':':':':':':•:':':•:':':':':':':•:•:':':•:•:•:':':':':•:':•:•:•:.:.....
3 I ........................ 4'�.............................................................................................................. I ... • . .................'l
.....•.................................................,..............................•..............................................
--
Flo --- ---- ----� r------- -- - r --1r ---- ---- - - r--- ---- --� - r- ---- ----- ---- ---------------• . • . • .. • .. •....,•. ...............I�_ I I _ JI IL- I..'..'.'•'.'..'..'.'..'.'.'.'.'.'.'.'..'..'.'.'.'.'..'..'.'.'.'.'..'..'.'..'..'..'.'.'.'..'.'.'......'..'..'.'... 4.3 ..'.'.'.'..'.'.............4x14 J I 1 1 __ J 1 U IL� .......................N1CjcV "::::::::::::.::.:.. ... 01-4
S IG 1 I _ x6 R FTER 0 2 O.C. ' -- ------------ _I I _� VER RUS ES �d l1.� PLYWD. ROOF SHTG.pe)1IIo13 N SEE NOTE N0. 3 N I II
I to N I (n 1.'. r .
....'.'.'.'.'.'.'.'.'.'.'.'.'..... 00
I 1 =1 1 1 1 1 1 1 I '............'........ I x
L _ _ _ I-RIDG4 LINE _ ' ___ I 6x 12 _ _ 6 2 _ 6x 12 _ 6x 12 _ 6x 2 I IZ--JILI
r--�-- -- -- - _ 6_--------- --------- -�
' 2X6 AFTE S ® " CD ' 2 6 24" I
4 x N 4 x
_ _ SIM. I I
(OVE SES) 1 1 r=- 4 17
x12 '
�--- J---- _T
�-- ---- ---- --- ---- - I I I I I i -T
- ---- - -- ---- --- - - ----�
L ----i I'L
1 1 1 1 1 1 •1 1 ;; __ 1 1 2 RA ERS 24 to �
I " ER T US )
2x 1 ®124.C. -_- _� " ___ _ _
���` 1 `�+• W, OX B IVT
1 �-- - -
TRING� ONDER 1 1 Vol Ill 1 1 1 1 c=== ,
r•
TRELLIS, SEE
%K' Q1 ' 1 1 1 1 1 1 NI II 1 1 1
6x8 =>�� ,, ARCH. DWGS.
U R STAIR
+ \ ! -RA6 2 6x, 2 TYPICAL FRAMING NOTES:
_MING 1 1 li I lir 1 I I I
_ 2-2x10 0 �0111\ ---- -- '' ----HI
-- -- I _ II - ---
1. FOR TYPICAL DETAILS SEE SHEETS S -1.t THRU S-1.6
W12x16 - FL. LANDING `1-E- �'� x
�.,� , �� +�, 2. FOR FINISHED FLOOR ELEVATION, SLOPES, DRAINS, WALL
UNDER STAIR `•�\,WsxPLYWD. ROOF SHTG. OPENINGS, ETC. REFER TO ARCHITECTURAL DRAWINGS.
FRAMING �� x XL ® , 4x SEE NOTE NO. 3 FOR TRELLIS FRAMING SEE ARCHITECTURAL DRAWINGS.
00�10 1
3
CO
6x6 POST BETWEEN __;� �-- I I ROOF DIAPHRAGM CONSTRUCTION SHALL BE:
��' 8x1 I �� DOUBLE 2x STRINGER UNDER ALL STAIRS ARCH. S, SEE 4.4 '/2 PLYWOOD SHEATHING, SRUCTURAL I BLOCKED STAGGER
. LOWER do UPPER �, � � � ARCH. DWGS.
MEZZANINE �; ' +� x WITH MIN. 7" NET DEPTH BELOW TREADS. SHEATHING
+� \
4x1 '
�' fir• 2 _ _ 2x6024"
2x6®2eS4.5 4x 12 JLOVER 412's
x1
OVER 42's ; , ' �® X
20 0 16" '�+ p 4x 1 204Er 0. .
CRIPPLE STUD ��' +�� •�'
ALONG THIS LINE r� 400 DGER co 400 LEDGER x 1 -�
------ -- to - -►- -- •-;=-- -r
i TRUSS T4
I
� 3 TRUSS T4 ; x
I
' II
� 1
PL D. ROOF HTG.
PflASE 11
�I
SEE NOTE NO. 3 '
I
-------------- ---- ----- --� SS T4 -- ' xl
I
4.4 1� TRUSS T4 x1
I DOUBLE JOISTS ® j
6 AROUND SKYLIGHT
�.4 ; OPENING, SEE 2 w
� �-i ,� 1
--- - - -- -- TRUSS 4 xl
� co
SKY IGH N TRU T4 .4 X,
I
� 6
PL D. RO F HTG.
SEE TE 0 3 ,
I
TRUSS T4 '
I
2x 12 ROOF JOISTS
' 0 16" 0.0*7 S T4
---------- •• --� x 2 U U A
--------i �- - --- ----- - ------ -_
U I u
' Al !1 x2 TU UA
---------- ----------------
X12
- ------ -------ss-
S GH x x121
2x4 CRIPPLE STUD
----- I' 2x8 RAFTERS
0 24"O.C.
1 - -
S4.5 I I I 8 7 8
Alk
4.3 V.3x8
4x8
2x8 RAFTERS 5, 2x12 ROOF JOISTS �-- 2x 2 ROOF J ISTS
0 24" O.C. S4.4 0 16" O.C. 0 24" O.C.
2x 12 ROOF JOISTS DOUBLE JOISTS
0 24" O.C. AROUND MECH. 2
OPENING, SEE 1 �
2x4 CRIPPLE STUD
ROOF FRAMING PLAN
scn� ve.,,-v
FOR STAIR DETAILS -SEE ARCH. TYP. ALL
CURVED STAIRS
PERIMETER RING FRAME BMS
SEE DEVELOPED. ELEV. qe �
4.
2
NOTE: PROVIDE 6x6 POST PER DET. 2x8 RAFTERS ,
0 24 MAX. ON TOP r
AND LET -IN LEDGER PER DET. 3 4. 1
AT ROTUNDA PERIMETER 4 OF HIP BSI. WITH
• BUTTED ENDS.
ADJACENT TO PHASE II ROOF. SHAPE BOTTOM FOR
FULL BEARING.
TRELLIS, SEE THIS SEGMENT SHOWING
ARCH. DWGS. TYP. RAFTER LAYOUT
2x8 WITH SIMPSON_,-04:��
ST 18 STRAP TIES ON TOP
ACROSS TENSION RING
SEE ALSO 1/S4.1
PERIMETER
FRAME/TENSION
TENSION RING
THIS SEGMENT
SHOWING NP. PLYWD
SHEATHING LAYOUT
�---INDICATE
DIRECTION OF
FACE PLY
CURVED
PLYWD EDGE
4X16 HIP BMS
TYP.
CL• COMPRESSION
RING
ROTUNDA ROOF AMING PLAN
SCALE �e -19-0,
S LET ROTUND
S LET � • PERIMETER FRAME COLUMNS: ALL COLUMN SHALL BE ORIENTED WITH WEBS ON TANGENTIAL
DIRECTION ' OF ---RING. FOR BASE PLATE do ANCHORAGE
-SEE TYP. DET. e
1.6
2. COMPRESSION RING 6"x12"x1/4" BUILT-UP BOX SECTION OR TS SECTION, MAY BE
AT ROOF: EITHER CIRCULARLY CURVED OR SPLICED WITH 16 SEGMENTS.
ALL SPLICES TO BE COMPLETE -PENETRATION WELDS.
3. TENSION RING 8"x12"x1/4" SUIT -UP BOX CURVED SECTION OR BENT TS SECTION.
AT ROOF: NOTE TENSION RING MUST BE CIRCULARLY CURVED AND ALL
CONNECTIONS TO PERIMETER COLUMNS TO BE MOMENT CONNECTIONS
PER eS4.
4. PERIMETER FRAMES ALL BMS. t0 BE CIRCULARLY CURVED, ALL CONNECTIONS
0 MEZZ. LEVELS: TO PERIMETER COLUMNS TO BE MOMENT CONNECTIONS PER � 6
5. TEMPORARY ERECTION SCAFFOLD/SHORE UNDER COMPRESSION RING SHALL BE PROVIDED.
SCAFFOLD/SHORE SHALL REMAIN IN PLACE UNTIL ROOF SHEATHING NAILING IS COMPLETED.
6. ROOF SHEATHING 1/2' PLYWOOD CUT TO FIT FOR EACH SEGMENT. ALL JOINTS. TO BE
ON SUPPORTED EDGES -SEE SHEET S-2.2 FOR TYPICAL LAYOUT.
NAILING: 8d 0 4" 0/C ALL PLYWOOD EDGES AND COMPRESSION/TENSION RINGS.
8d 0 6" 0/C INTERMEDIATE RAFTERS.
W/ 8d 0 4" - BOUNDARY NAILING (B.N.)
W/ 8d 0 6 - EDGE NAILING E.N.
W/ 8d 0 12" - FIELD NAILING F.N.
4. SEE TYPICAL DETAILS FOR ROOF AND FLOOR PLYWOOD
SHEATHING DIAPHRAGM.
5. STUD FRAMING FOR WALL SHALL BE 2x6 0 24"O.C.,7YP.UNO
INDICATES ROOF FRAMING MEMBER SIZE
x AND SPACING.
N
INDICATES EXTENT OF FRAMING.
7. TRUSS T1 - INDICATES TRUSS TYPE, SEE S-3.1
S. PHASE I & PHASE It - ANDICATES CONSTRUCTION PHASING
OF PROJECT, SEE ARCHITECTURAL. DRAWINGS.
7. MEZZANINE FRAMING: FLOOR BMS. AND JOISTS: SEE PLAN.
PERIMETER RING FRAME BEAMS: SEE DEVELOPED ELEVATION
ON SHEET No. S-4.2
FLOOR SHEATHING: r 3/4" PLYWOOD -PROVIDE 2x BLOCKING AT ALL PLYWOOD JOINTS.
NAILING: 10d 0 4" ALL PLYWOOD EDGES AND ALL STEEL BMS. (NAILERS)
10d 0 6" INTERMEDIATE JOISTS.
8. INDICATES MOMENT CONNECTION -SEE TYP. DETAIL 1 U.N.O.
1.
ALL NON -MOMENT CONN. TO BE PER TYP. DETAIL. rF 1.6 U.N.O.
9. NAILERS AT TOP OF STEEL FRAMING MEMBERS TO RECEIVE SHEATHING ETC. ARE DETAILED ON
STRUCTURAL DRAWINGS. ADDITIONAL NAILERS (WITH STUD BOLTS) SHALL BE PROVIDED PER
ARCHITECTURAL DRAWINGS FOR ATTACHMENT OF FINISH/CEILING AS WHERE REQUIRED.
NOTE: NAILERS ON PERIMETER CURVED BMS., MUST BE ONE PIECE WIDE ENOUGH AND
TRIMMED TO MATCH ' STUD WALL WIDTH PER ARCH. DWGS. EACH PIECE OF NAILER
MUST BE LONG ENOUGH TO ENGAGE MIN. 3 BOLTS.
10. HANGERS FOR MEZZ. WOOD BMS./JOISTS TO PERIMETER CURVED BMS. SHALL BE WELDED
DIRECTLY TO STEEL FLANGE IN LIEU OF HUNG FROM EDGE OF NAILER OVERHANG TO AVOID
CROSS GRAIN BENDING -SEE ALSO DETAIL Z
_4
DWG. N0, 2453 SHEET 60 of 80
hey
�ioily
C
•0
Ix
1A
E)NvnH 0�€�a��
re
Niladw ��et�d
00
4%71
4
V
+ \ ! -RA6 2 6x, 2 TYPICAL FRAMING NOTES:
_MING 1 1 li I lir 1 I I I
_ 2-2x10 0 �0111\ ---- -- '' ----HI
-- -- I _ II - ---
1. FOR TYPICAL DETAILS SEE SHEETS S -1.t THRU S-1.6
W12x16 - FL. LANDING `1-E- �'� x
�.,� , �� +�, 2. FOR FINISHED FLOOR ELEVATION, SLOPES, DRAINS, WALL
UNDER STAIR `•�\,WsxPLYWD. ROOF SHTG. OPENINGS, ETC. REFER TO ARCHITECTURAL DRAWINGS.
FRAMING �� x XL ® , 4x SEE NOTE NO. 3 FOR TRELLIS FRAMING SEE ARCHITECTURAL DRAWINGS.
00�10 1
3
CO
6x6 POST BETWEEN __;� �-- I I ROOF DIAPHRAGM CONSTRUCTION SHALL BE:
��' 8x1 I �� DOUBLE 2x STRINGER UNDER ALL STAIRS ARCH. S, SEE 4.4 '/2 PLYWOOD SHEATHING, SRUCTURAL I BLOCKED STAGGER
. LOWER do UPPER �, � � � ARCH. DWGS.
MEZZANINE �; ' +� x WITH MIN. 7" NET DEPTH BELOW TREADS. SHEATHING
+� \
4x1 '
�' fir• 2 _ _ 2x6024"
2x6®2eS4.5 4x 12 JLOVER 412's
x1
OVER 42's ; , ' �® X
20 0 16" '�+ p 4x 1 204Er 0. .
CRIPPLE STUD ��' +�� •�'
ALONG THIS LINE r� 400 DGER co 400 LEDGER x 1 -�
------ -- to - -►- -- •-;=-- -r
i TRUSS T4
I
� 3 TRUSS T4 ; x
I
' II
� 1
PL D. ROOF HTG.
PflASE 11
�I
SEE NOTE NO. 3 '
I
-------------- ---- ----- --� SS T4 -- ' xl
I
4.4 1� TRUSS T4 x1
I DOUBLE JOISTS ® j
6 AROUND SKYLIGHT
�.4 ; OPENING, SEE 2 w
� �-i ,� 1
--- - - -- -- TRUSS 4 xl
� co
SKY IGH N TRU T4 .4 X,
I
� 6
PL D. RO F HTG.
SEE TE 0 3 ,
I
TRUSS T4 '
I
2x 12 ROOF JOISTS
' 0 16" 0.0*7 S T4
---------- •• --� x 2 U U A
--------i �- - --- ----- - ------ -_
U I u
' Al !1 x2 TU UA
---------- ----------------
X12
- ------ -------ss-
S GH x x121
2x4 CRIPPLE STUD
----- I' 2x8 RAFTERS
0 24"O.C.
1 - -
S4.5 I I I 8 7 8
Alk
4.3 V.3x8
4x8
2x8 RAFTERS 5, 2x12 ROOF JOISTS �-- 2x 2 ROOF J ISTS
0 24" O.C. S4.4 0 16" O.C. 0 24" O.C.
2x 12 ROOF JOISTS DOUBLE JOISTS
0 24" O.C. AROUND MECH. 2
OPENING, SEE 1 �
2x4 CRIPPLE STUD
ROOF FRAMING PLAN
scn� ve.,,-v
FOR STAIR DETAILS -SEE ARCH. TYP. ALL
CURVED STAIRS
PERIMETER RING FRAME BMS
SEE DEVELOPED. ELEV. qe �
4.
2
NOTE: PROVIDE 6x6 POST PER DET. 2x8 RAFTERS ,
0 24 MAX. ON TOP r
AND LET -IN LEDGER PER DET. 3 4. 1
AT ROTUNDA PERIMETER 4 OF HIP BSI. WITH
• BUTTED ENDS.
ADJACENT TO PHASE II ROOF. SHAPE BOTTOM FOR
FULL BEARING.
TRELLIS, SEE THIS SEGMENT SHOWING
ARCH. DWGS. TYP. RAFTER LAYOUT
2x8 WITH SIMPSON_,-04:��
ST 18 STRAP TIES ON TOP
ACROSS TENSION RING
SEE ALSO 1/S4.1
PERIMETER
FRAME/TENSION
TENSION RING
THIS SEGMENT
SHOWING NP. PLYWD
SHEATHING LAYOUT
�---INDICATE
DIRECTION OF
FACE PLY
CURVED
PLYWD EDGE
4X16 HIP BMS
TYP.
CL• COMPRESSION
RING
ROTUNDA ROOF AMING PLAN
SCALE �e -19-0,
S LET ROTUND
S LET � • PERIMETER FRAME COLUMNS: ALL COLUMN SHALL BE ORIENTED WITH WEBS ON TANGENTIAL
DIRECTION ' OF ---RING. FOR BASE PLATE do ANCHORAGE
-SEE TYP. DET. e
1.6
2. COMPRESSION RING 6"x12"x1/4" BUILT-UP BOX SECTION OR TS SECTION, MAY BE
AT ROOF: EITHER CIRCULARLY CURVED OR SPLICED WITH 16 SEGMENTS.
ALL SPLICES TO BE COMPLETE -PENETRATION WELDS.
3. TENSION RING 8"x12"x1/4" SUIT -UP BOX CURVED SECTION OR BENT TS SECTION.
AT ROOF: NOTE TENSION RING MUST BE CIRCULARLY CURVED AND ALL
CONNECTIONS TO PERIMETER COLUMNS TO BE MOMENT CONNECTIONS
PER eS4.
4. PERIMETER FRAMES ALL BMS. t0 BE CIRCULARLY CURVED, ALL CONNECTIONS
0 MEZZ. LEVELS: TO PERIMETER COLUMNS TO BE MOMENT CONNECTIONS PER � 6
5. TEMPORARY ERECTION SCAFFOLD/SHORE UNDER COMPRESSION RING SHALL BE PROVIDED.
SCAFFOLD/SHORE SHALL REMAIN IN PLACE UNTIL ROOF SHEATHING NAILING IS COMPLETED.
6. ROOF SHEATHING 1/2' PLYWOOD CUT TO FIT FOR EACH SEGMENT. ALL JOINTS. TO BE
ON SUPPORTED EDGES -SEE SHEET S-2.2 FOR TYPICAL LAYOUT.
NAILING: 8d 0 4" 0/C ALL PLYWOOD EDGES AND COMPRESSION/TENSION RINGS.
8d 0 6" 0/C INTERMEDIATE RAFTERS.
W/ 8d 0 4" - BOUNDARY NAILING (B.N.)
W/ 8d 0 6 - EDGE NAILING E.N.
W/ 8d 0 12" - FIELD NAILING F.N.
4. SEE TYPICAL DETAILS FOR ROOF AND FLOOR PLYWOOD
SHEATHING DIAPHRAGM.
5. STUD FRAMING FOR WALL SHALL BE 2x6 0 24"O.C.,7YP.UNO
INDICATES ROOF FRAMING MEMBER SIZE
x AND SPACING.
N
INDICATES EXTENT OF FRAMING.
7. TRUSS T1 - INDICATES TRUSS TYPE, SEE S-3.1
S. PHASE I & PHASE It - ANDICATES CONSTRUCTION PHASING
OF PROJECT, SEE ARCHITECTURAL. DRAWINGS.
7. MEZZANINE FRAMING: FLOOR BMS. AND JOISTS: SEE PLAN.
PERIMETER RING FRAME BEAMS: SEE DEVELOPED ELEVATION
ON SHEET No. S-4.2
FLOOR SHEATHING: r 3/4" PLYWOOD -PROVIDE 2x BLOCKING AT ALL PLYWOOD JOINTS.
NAILING: 10d 0 4" ALL PLYWOOD EDGES AND ALL STEEL BMS. (NAILERS)
10d 0 6" INTERMEDIATE JOISTS.
8. INDICATES MOMENT CONNECTION -SEE TYP. DETAIL 1 U.N.O.
1.
ALL NON -MOMENT CONN. TO BE PER TYP. DETAIL. rF 1.6 U.N.O.
9. NAILERS AT TOP OF STEEL FRAMING MEMBERS TO RECEIVE SHEATHING ETC. ARE DETAILED ON
STRUCTURAL DRAWINGS. ADDITIONAL NAILERS (WITH STUD BOLTS) SHALL BE PROVIDED PER
ARCHITECTURAL DRAWINGS FOR ATTACHMENT OF FINISH/CEILING AS WHERE REQUIRED.
NOTE: NAILERS ON PERIMETER CURVED BMS., MUST BE ONE PIECE WIDE ENOUGH AND
TRIMMED TO MATCH ' STUD WALL WIDTH PER ARCH. DWGS. EACH PIECE OF NAILER
MUST BE LONG ENOUGH TO ENGAGE MIN. 3 BOLTS.
10. HANGERS FOR MEZZ. WOOD BMS./JOISTS TO PERIMETER CURVED BMS. SHALL BE WELDED
DIRECTLY TO STEEL FLANGE IN LIEU OF HUNG FROM EDGE OF NAILER OVERHANG TO AVOID
CROSS GRAIN BENDING -SEE ALSO DETAIL Z
_4
DWG. N0, 2453 SHEET 60 of 80
hey
�ioily
C
•0
Ix
1A
E)NvnH 0�€�a��
re
Niladw ��et�d
s-2.2
00
V
4�
v
CL
�
o
t
Ln
e
lop
0
V
L
r
�1
M
b
s-2.2