HomeMy WebLinkAbout2495-52N 4 L G.
PLYWD. ROOF SHTG.
SEE NOTE NO. 3
A W12x16
UNDER STAIR
FRAMING
x6 P ----
6 OST BETWEEN
LOWER & UPPER
MEZZANINE
et`�
2x6024"
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4! I , � I 1 1 1 �t-1 1 1 1 d+ 1 l'.......... PLYWD. ROOF SHTG. , I
1 ,1 1 c. S4''3 . I'
-, I I N N :iI 1 11 tv SEE NOTE NO. 3 ,►
F- I �'.;.:• I 11 Ir= --- ----J
to C-4 cn 1 1'►i..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' 11
X t I __ I 1 t 1 1 1 t/71 1 1 1 1 1 '�, 1 i ................. fi i oo
1 1 d- t __ I 1 1 1 1 1 ! 1 1 1 1 1 1 1 1 1 '� .................. I x
!RIDGE; LINE 1 ' I.w__ 6x 12 6 2 - 6x12 ,�� ' -- 6x 12 6x 2 I" 1 11 0-4
+�
I �- . - - - �__-_. _ __-- - - --- ---------
LL,
6024!'
FTE S@ 2 , I I 4 SIM. N N 4- - 2 1-T_
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-- ---- - - _-� �6` R ; I I I 1 ! 1 1 I i i 1 1 ! 1 1 c���; 1
TRING� �1NDE
STA
� 11 ,
�� V) t ++ 1 t 1 TRELLIS, SEE
6x8.. r 1 t I 1 1 �I �.rt� L;�, r 1 t ARCH. DWGS.
UNDER STAIR _ 6 12 � � i i' 6x 12 '
- FRAMING ' ` " , , ,;; ,,r , ;� r, K H TYPICAL FRAMING NOTES:
6'�,'�� ,eco - 1 1 III oil 1 1 1 1 1 1 1 ; ;; 1
►�`L , j�, \ ---1111, ;I 11 1. FOR TYPICAL DETAILS SEE SHEETS S-1.1 THRU S-1.6
2 10 C� '�• - --__�_____�___�, �___.�___42___� .�___ �____ �..__ 4? 2,�,.. ____ � L___ � �__ _-- ____
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FL. LANDING `ti �a \
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00
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O
\ � N co
♦/ "r>. x I
402 _
.�• __ -.- 2x6024" ^�D
S4• S
4y1 1 OVER 4x 12's ;�.
OVER 4x12's �' �@ x I - --�-
20 0 16 Z `� �0 4x12®48" O.C. ''
CRIPPLE STUD R' x� �� '�' i co
ALONG THIS LINE �� 410 DGER 4x 10 LEDGERI
4x12
n
At r ���ww 4mwwar w w ww wow mewrwruwrrw
-'-� TRUSS T4 ;1 1
1 3 TRUSS T4 ; x 1 I
� .......... w.....ww.._..ww S4.4
II t 1
w W��
I PL D. ROOF 3HTG.
SEE NOTE NO. 3
TRUSS T4 x 1
ME`
on A .��* w no w w �w" as M am� M �� A no w .M 0 w as
rT
54.4 ' ' t TRUSS T4 i I X1
wwwwrwwwwrrr w� rww wwrirww+wrww
7 I 0
I
DOUBLE JOISTS 0 I
6 ; AROUND SKYLIGHT 0 1
54.4 OPENING, SEE 2 ►-d
TRUSS 4 I AX12
,
SKY IGHT x
x
TRU T4 S •4 i i x 1 j
rw�M•�wwwrwwr w w• •w ww j
f
I f
L
DOUBLE 2x STRINGER UNDER ALL STAIRS
WITH MIN. 7" NET DEPTH BELOW TREADS.
FOR - STAIR DETAILS - SEE ARCH. TYP. ALL
CURVED STAIRS
PERIMETER RING FRAME BMS
SEE DEVELOPED ELEV. A
S4.2 �P' �
+<�
NOTE: PROVIDE 6x6 POST PER DET. 2
4'
AND LET --IN LEDGER PER DET. 3 S
AT ROTUNDA PERIMETER 4.1
ADJACENT TO PHASE 11 'ROOF.
TRELLIS, SEE
ARCH. DWGS•
PL D. RO F HTG.
SEE q TE ,0 3 '
TRUSS T4
' 202 ROOF JOISTS
I
® 16 ),C-
T4 'x 2 STRUC TURAL
U u
'1 ! x2 TU UAI
-----------_ ------ ____- __ __ _.� _-
FT=[
SK GHT'rl 6 x'x12 1
' 1 20 CRIPPLE STUD
2x8 RAFTERS
@ 24'O.C.
8 7 8
I, .3 54.3 S4.
II 4x8
48
2x8 RAFTERS 5 202 ROOF JOISTS 202 ROOF JOISTS
0 24!'0. C. S4.4 0 16" 0. C. @ 24!'0. C. .,.
202 ROOF JOISTS DOUBLE JOISTS .,
0 24'0-C. AROUND MECH.
OPENING, SEE 2
2x4 CRIPPLE STUD f� p S1.1
ROOF FRAMING PLAN
SCALE 1/8�=1'-0"
ox1L
PLYWD. ROOF SHTG.
SEE NOTE NO. 3
TRELLIS, SEE3
ARCH. DWGS, 54.4
1, 25M 54T, A-2.4
�r
h
2x8 RAFTERS 'I"'
@ 24 MAX. ON TOP �•
OF HIP BM. WITH
BUTTED ENDS. -
SHAPE BOTTOM FOR
FULL BEARING.
THIS SEGMENT SHOWING
TYP. RAFTER LAYOUT
2x8 WITH SIMPSON
ST18 STRAP TIES ON TOP
ACROSS TENSION RING
SEE ALSO 1/S4.1
�• PERIMETER
FRAME/TENSION
.,
TENSION RING
THIS SEGMENT
SHOWING TYP. PLYWD
> SHEATHING LAYOUT
INDICATE
DIRECTION OF
FAC E PLY
a
' CURVED
PLYWD EDGE
4X16 HIP BMS
,. TYP.
COMPRESSION
RING
ROTUNDA ROOF FRAMING PLAN
SCALE 1/8 111 =1'-U'
_ � _
ROTUNDA.. _..
SELECT '
1. PERIMETER FRAME COLUMNS: ALL COLUMN SHALL BE ORIENTED WITH WEBS ON TANGENTIAL
S LE T DIRECTION OF RING, FOR BASE PLATE & ANCHORAGE
-SEE TYP. DET. 4
S1.6
2. COMPRESSION RING 6" x 12" x 1 /4" BUILT-UP BOX SECTION OR ITS 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 BUIT--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 1
54.2
4. PERIMETER FRAMES ALL BMS. TO BE CIRCULARLY CURVED, ALL CONNECTIONS 1
@ 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 11 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' O/C ALL PLYWOOD EDGES AND COMPRESSION/TENSION RINGS.
8d 0 6" 0/C INTERMEDIATE RAFTERS.
2. FOR FINISHED FLOOR ELEVATION, SLOPES, DRAINS, WALL
OPENINGS, ETC. REFER TO ARCHITECTURAL DRAWINGS.
FOR TRELLIS FRAMING SEE ARCHITECTURAL DRAWINGS.
3. ROOF DIAPHRAGM CONSTRUCTION SHALL BE:
1/2" PLYWOOD SHEATHING, SRUCTURAL I BLOCKED STAGGER
SHEATHING
W/ 8d @ 4;1 - BOUNDARY NAILING (B.N.)
W/ 8d @ 6 -- EDGE NAILING E.N.
W/ 8d @ 12" - FIELD NAILING F.N.
4. SEE TYPICAL DETAILS FOR ROOF AND FLOOR PLYWOOD
SHEATHING DIAPHRAGM.
5. STUD FRAMING FOR WALL SHALL BE 2x6 @ 24" O.C.,TYP.UNO
INDICATES ROOF FRAMING MEMBER SIZE
xAND SPACING.
6. �v
INDICATES EXTENT OF FRAMING.
7. TRUSS T1 - INDICATES TRUSS TYPE, SEE S--3.1
8. PHASE I & PHASE 11 - INDICATES 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: 3/4" PLYWOOD PROVIDE 2x BLOCKING AT ALL PLYWOOD JOINTS.
NAILING: 10d @ 4' ALL PLYWOOD EDGES AND ALL STEEL BMS. (NAILERS)
10d @ 6" INTERMEDIATE JOISTS.
8. po - INDICATES MOMENT CONNECTION -SEE TYP. DETAIL 1 U.N.O.
S1.6
ALL NON -MOMENT CONN. TO BE PER TYP. DETAIL. 2 U.N.O.
S 1.6
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 2
S-4
DWG. NO,. 2495, SHEET 52 of 69
AS BUILT 10/19/98-
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In by
Print Dates
10/23/98
Number
S-2.2