HomeMy WebLinkAbout9SEE SHEET S-5
- DECK
FOR
COLUMN SCHEDULE,
DESIGN LOADS
&
GEN.
NOTES.
----_---___- -- n .. n .. ,. r I �a �F(�`Ti(lN (7) I REVISIONS
DENOTES ROWS REQUIRING J.B.=BAR JOIST BEARING NOTE: F G H J K. L PRE-BID SEI'
DIAGONAL BRIDGING WITH ELEVATION ABOVE JOIST & JOIST GIRDER TYP. 42'-0" 42'-0" 48'-0" 38'-O" aa' -0" „ , „
BOLTED CONNECTIONS AT FINISHED FLOOR, A SINGLE LINE OF BOTTOM CHORD S4 SCALE 3/4 =1 -0 ISSUE DATE
CHORDS AND MID-SPAPJ. BRIDGING MUST BE PROVIDED NEAR
(LOCATE AT ROW NEAREST -4" '-10" Q POST BID SET
THE FIRST BOTTOM CHORD PANEL POINTS 0-11111 _ 38'-0' 4 ® 6'-3" 5'- 1'-8" ® ISSUE DATE
TO MID -SPAN OF JOIST) C44 FOR UPLIFT DUE TO WIND 3o'"I-416 -8' 6 0 6'-0" = 36'-0" 6 0 6'-4" - 6'-8
I
= z5' -o" , n n `• ��--- - DATE DESCRIPTION
�� ^�A `��` CS p Q31 E 2 ROWS (MIN.) TOP CHORD 5'•-3"5'-3 2 ROWS (MIN.) TOP CHORD - ---
48'-0" 28'-0" ✓8 0 36'-0" a'-0" 30'-8" t7'-4" a8'-0" HORIZONTAL BRIDGING W/ HORIZONTAL BRIDGING W/ o
u, - -- X -BRIDGING IN END BAYS.X-BRIDGING IN END BAYS. �` - - 3/16/01 ADDENDUM NO. 1
�+ V116::36 W/1'-1' X 3/B" ,n I 1 ROW BOLTED DIAGONAL W16X36 W/1' -1"X,3/8' ' 1 ROW BOLTED DIAGONAL
`li G PLATE (LINTEL) W8X28 W/1'-1" x 3/8'
zl, g PLATE (LINTEL)
o' N TE: PROVIDE RIGID MASONR "� NOTE: PROVIDE RIGID MA ONRY g PLATE (LINTEL) BRIDGING. SEE NOTES FOR BRIDGING. SEE NOTES FOR 4" x V-0" x 3/8" PLATE 8/21/01 CLARIFICATION
a Bj PL (L12'- A,F.F�iL� q CHOIRS AT 16" O.C. vERTIC ANCHORS AT 16" O.C. VERTICAL B/PL (+12'-8" A.F.F.) I BOTTOM CHORD BRIDGING. 16'-7"LONG CENTERED I 80TTOM CHORD BRIDGING.
OFF OF TS8x2. g0 ON WALL +12'-0"A,F.F. :;, L.
10/2/01 OVERSTOCK BULLETIN
0 I F OF TS8x2.- I I I
_ _ X
L8x6xl/2 x 1 -0" w/ NOTE: SEE \FR
- c, O 755
+ 3/8 STIFFENER PL &
1 -
�-
94' 10"
'- - - -' - - - - - - - '- -- - - - - AT EACH JOIST LOCATION
(2) 3/4" DIA. THRU-BOLTS REMAINDER
7� / EA I A
r., 755 `° �� 75 NTE: 6, 2,.
RJ `
BONA EAM LINTELS � 5'-10'
0 12 @ 6 -8 = 80 -0 -7-1
I WITH (2) # 5's FOR ALL () 2 K 7
27 24K1 OPENINGS '-4" OR LESS. J.B.=22' 2 5/8" / \/ ♦ ♦ i ♦ / ♦ / ♦ i ♦ / ♦ / \ / \ / ♦ / ♦ / ♦ / ♦ / ♦ / ♦ / / ♦ / ♦ / \ / \ / \/
253 X X X X X X X X X X X X X X X X X X X
RJ6 RJ
�> r 14
1 - o K7 OT
R00
- DECK
S1M.rT
\/
X
/\
1 1
'2" 4
R 2]GA
\/
/\
AT (
VER_
TOCI,,
o O EE J E) (1 ) 22 7 (EE N TES (2)W 16X26 W/1 -1 X 3�8 f� (LINTEL)
'FSN \/ - - - ---- - - - - - -' 10'-8" LONG (+10'-O'A.F.F.
Z
EF767 to
DET
4S
S1M.rT
\/
X
/\
FOR
TYP.
LNG
\/
/\
FAN
RJ14
_ _ I _ _ _ _ _ _ !4S- JG� JG7 G7A
- - 7E5 - - -�E W14x22 40G8N .7 K 40G6N 7.7K Cl 40G7N7.7K (1)W16X31 W/1' -1"X3/8" R (LINTEL) JOIST SUPPLIER TO DESIGN JOIST
( ) AND JOIST TO COLUMN CONNECTION
- - - - - - - � 0 0 0 0 1 1 -1 1 LONG +10 -0 A.F.F. C2 C1 C1 FOR 40 FT -KIP WIND MOMENT AT
o 1
0
I
4
LO - LONL, CE EER SEE DEI. 456 FOR BRIDGING. SEE NOTES FOR
SMEF-1 DET. 4S6 SIM.FOR SMEF--2
ON WALL(+14'-0"A. F. F.) 1 FOR FRAMING AT . FRAMING LAYOUT 1 BOTTOM CHORD BRIDGING. 8' 7 0 6'- 7 6'-0" 0 '-2"
FANS. FOR RTU'S O TYP. ALL BAYS U.O.N. 14S5)-
'S
4S5
m
2S5 9 3'-0' � �. 2'-0"(TYP.) S12S5 J010 J01
C 1 e C 1° C 1 ° o o° 32G7N 8,4 K ° 32G7N 8.4 K °� 32G7N 8.5 K
C I C 1 ° ° I 6
�I �o C C1 C1 ,Q C1 C2X C1
N RJ9 CIX' 1'1X0 13S5 O
3 ROWS OF TOP CHORD (2 2 K6 [SEE NOTE3) W8x15 w/
2 8X18.75
r i - - - - - - ---
SEE ROOF FRAMING PLAN / - - - - - - - - - - - �� I
FOR ADDITIONAL POINT LOADS HORIZONTAL BRIDGING W
ON JOIST GIRDERS FOR ROOF � X -BRIDGING IN END BAYS.
T C +31'-2
x Y SEE NOTES FOR BOTTOM
1355 d
SEE ROOF PLAN FOR
1") TOP UNIT LOADS. ADDITIONAL. ROOF TOP CLI 2I -'CHORD BRIDGING.I
II I UX.T&OADSDII�SOOIHATE
SEE ROOF FRAMING PLAN
FOR TrPICAL POINT Longs , + !I it + TL - 37 PSF x SPACING . I I € M
MECHANICAL CONTRACTOR. + 'I ! ' II 'I ' + II1rl I
JOIST r I'.i I'i rl.Itiliilllll..+ fllflilill, I. Ifliit!;I'ir.i" ` li . _ I� 4" - - - .- - - - - -----
ON JOI..T GIRDERS.I„!I� I' IIIiIIiIII�I: 11r II I' L L ' I I l - - .-
I I ITL . 37PSF x PAGING �, LL''I'!ii ' I;I ++ Ii 'I='+ ' ' 2 ROWS (MIN.) TOP CHORD
HORIZONTAL BRIDGING W/ 455 'o' J010
X -BRIDGING IN END BAYS. 32GBN 7.9 K ° 32 7N 4.( K o 3 GTN 4.0 K 7e ° 513
\\ / BRIDGING.
I ROW SEE NOTES LTED DIAGONAL
FOR C4 00
WIND MOMENT = 20.0 FT -KIPS Cl CIX C I X
CLOCKWISE OR COUNTERCLOCKWISE BOTTOM CHORD BRIDGING. ,n
JOIST GIRDED: ,WITH ROOF TOP UNIT LOAD JOIST WITH ROOF TBP UNIT LOAD TYP, ALL BAYS U.O.N. I �
JOIST WITH WIND MOMENT 1455 - - -' - N rn W8xl5 w/ M
0 0 0 0 ----(f1_1\) (2 CBx 1'-
C °Cl ° Ci C1 C1° Clo Cl Cl C1 C1 C2 W8x15 w/ `/ TICB +31'-2 1/2"
4'-1 ' (2 Cax1B. 5
NOT 4" 6'-1' 510 6-0". TICB +31' 2 1/2'
� 2 ROWS (MIN.) TOP CHORD JOIST SPACING MAY - NOTE: PROVIDE RIGID MASONRY N
HORIZONTAL BRIDGING W/ BE INCREASED AS READ. TO W16X 36 W/1'-1 "X 3/8' > ; > < > < > > X II
NOTE' REVISED LOADING ON ACCOMODATE R.T.U. ANCHORS AT 16' O.C. VERTICAL m
X -BRIDGING IN END BAYS. 253 OFF OF TS8x2. 2
1 ROW BOLTED DIAGONAL 'O� GIRDERS, ��' ADD HEADER JOIST IF PROVIDE TOP & BOT. CHORD PLATE (LINTEL) 8 24 K 9
SPACE EXCEEDS 6'-8" HORIZONTAL BRIDGING W/ 16'-7'LONG CENTERED ( )RAO
C1 BRIDGING. SEE NOTES FOR BOLTED X -BRIDGING AS ON WALL(+10'-0"A.F.F.)
II BOTTOM CHORD BRIDGING. INDICATED.+� 9
10 TYP. ALL BAYS U.O.N.
556 �
�
,.
5'- - F5' _4" 5'-4" 5. _7,.5.-7" 5'-4" �ff-'3 5'-4" 5'-10" C 1 17
42.-0.. 6'_8'• _ 72'-0"00# 6'-8,. - 36'-0" 6 0 6'-4" = 38'-0" 6 -8 4 0 6'-3" \/ ~cr (8) 12 K 1
5 0 6'-0" = 30'-0" 6,-8. 5 @ 5'-7 3/16"+ 8 ® 6'-0" = 48'-0" 6 -8,. 5 0 6'-0" = 30'-0' 7 6'-0' 12 0 6'-0' - 6 0 6'-0' - 1./ /'C /� RJ13
1'-8'
- 28'-0'
LOWE'S COMPANIES, INC.
JUNE. 2000 COPYRIGHT
ALL RIGHTS RESERVED
t0
to
00
N
- { 9•-0" = 25'-0 X �'' _x • i i 0 U
JGu J04 JG3 J03A Jfi3 I JG2 J03A JGl J01A i� i\ /\ /, \ / N W18x36 w/� V-1" x 3/8" PL (LINTEL)
40G8N 9,8 K TYP. (U.O.N.) 40G5N 9.8 K TYP. (U.O.N. 40G8N9.8 K TYP. (U.O.N.) 40G8N 9.8 K TYP. (U.O.N.) 40G8N 9.8 K TYP. (u.O.N.) 40G7N 9.8 K TYP. (U.O.N.) 4 G N 9.8 K TYP. (U.O.N.) 40G8N 9.8 K TYP. (U.O.N.) 40G6N 10.3K TYP. (U.O.N.) 40G7N 10.3 K TYP. (U.O.N.) 40G8N 6.5 K C II B/PL (+12 -8' A.F.F.) co o Z
- I e o 0 0 0 - - TYP. OF 17 TOTAL -PROVIDE 8" BEARING
2 C 1 C 1 C 1 C C 1 ° 0 0 0 ° m AT EACH END-COORD. SIZE OF OPNG.'s 1q +
C1di C1 Ci C1 Ci 12S3 C
-0" TYP. \/ \/� ' w/ ARCH. DWG.'s O
o ) \ / I� / \ TYP. o 0
O O 7 0
< 71
o Y
00 (8) 24 K 10 �
c �/ \/ ♦/ \/ \/ c \/ RJ14
<><><><><><>< ><><>C><><><><><>C><> <> <> <> <> C C > C > <><><> C >< > <> G > < > C > <> <>< >>C><>C>C>C>C>C ><>C>C>C><>< / >( rc rc -jE•� ?
G, t '_1• /\ /\ /\ Ifo 6L8 JOIST SPACING MAY
BE INCREASED AS REOD. TO x
755 R OF 1>< Y-4" - _ ' 6'- 6 ACCOMODATE R.T.U. o
E > - - - - - - --- - - - - --- - - ---- - - - - - - -\\ \/ - . ADD HEADER JOIST IF m
\/ \/ X - rcM 0' \ / SPACE EXCEEDS 6'-8";
\ ♦ - / ADJUST SPACING IN ADJACENT O
'-01. C BAYS ON EITHER SIDE
2 C 1 Cl C1 Cl09. K :� EQUALLY IF REQUIRED. 4.
C1 o C1 ° ClC1 o ClC1 0 ClC1 0 C 0 4 155 /1
(15) 24K9 (SEE NOTES) /\ /\
59 24K9 (SEE NOTES �P X �- 7S5 NOTE:
( ) ) TYP. ALL BAYS U.O.N. / _
-- TYP. ALL BAYS U.O.N. /\ /\ - - / ` ALL DIMENSIONS NOTED A.F.F.
�r
RJ2 RJ1 ' (8)2
4 K 10 ARE ABOVE THE MAIN FLOOR,
N
II
I
I,,z,/r
- -
C2
\/
X
/\
]-�
TYP.
�'-�E
41\
00
\/
/\
1253
RJ14
SEE 8S5
4 ROWS (MIN.) TOP CHORD
HORIZONTAL BRIDGING W/
X -BRIDGING IN END BAYS.
2 ROW BOLTED DIAGONAL
BRIDGING. SEE NOTES FOR
BOTTOM CHORD BRIDGING.
FOR ATTACHMENT
C1
OF BEAM TO 020
OG5
8.0
PILASTER (T(P.)
4
GSN
U
I,
W16<36
w V "x 3 8"
/ /
> >
5 C > < >C >C
><'� �'
(15)
C
41<1
> <
(SE N07
< > C
_S)
> CGRIDLINES
\/
a
o
`-
@ CANOPY
W16Y36 W/ 1'-5„ .x: 3/8„
,�
r
B/PL (+16'-0" A,FF.)
953
'N' & '0'. USE
723
- -
�,� -
4
GSIdE.OIC
J.B.=19'-10"
OG5
8.01•
CII; CANOPY
1 S7
C1
.OK
(4) 3
KSP
C2
PLATE (LINTEL}
12'-)7"LONG CENTERED--
---------
-
----
SP
_>
/\
---
Lf_5_8
PLATE (LINTEL)
-
-
-
''-E-
-
---
-
CAMBER BEAM 3/4"
-9C/
`
1.33 STRESS INCREASE.
----
---
�;,�
C2
C1
I
RJ
M N
ON
ALL
()
2 K 5
2S3
/
`w
3�
-
-
-
-
-
-
1
a
-
-
-
-
-
-
-
-
i
--
----
%\
-
-
-
RJ
-
-
-
-
- -
- -
- _
_
R
-
3
-
-
-
-
�C
`
42'-6"
42'-0'
43'-2"
I
(V
27
161K
-
- - -
- -
-
-
-
- •-
>•�
(
) 2
K 5 SEE
OTE)
{ 1
) 2
=K5
EE r
OTE
-
-
-
\
\ /
-
-
- -
-
-
-
-
--
-
-
U
O
W14x220
o
e
_ . _ .... ..... .. _.. ..
.. ..... F.O.M.
1
5'-0"
7.=;'
1055
LATTACH
"'
C 1
1453
40GBJG6 K C 1
40G6��7 K Cl 40G�� .7 K
C2
_
C1
00
�/ /
7 tp 6
0"
6 CD 6'-0" = 36'-0"
6 ® 6'-0"
- 36'-0"
5 C� 6'-0" = 30'-0" 1'-8"
ANGLE FROM JOIST TO
1 8
c� ROOF
JOIST EACH SIDE OF ALL FULL
I
r,
v
HEIGHT INTERIOR WALLS WHERE WALLS
ARE PERPENDICULAR TO ROOF JOISTS.
3 ROWS OF TOP CHORD
-
-
>�
N W805
w/
SEE 855
ci
ROOF FRAMING AT
OVERSTOCK AREA
U'
SEE DETAIL 1158.
HORIZONTAL BRIDGING W/
X -BRIDGING IN END BAYS.
2 ROWS {MIN.) TOP CHORD
2 2
K10
SEE
NOTE
I (2)
T C
8x18.75
+31'-2
o
n
FOR ATTACHMENT
W 16X36
W/ 1 '-1 "X 3/8"
SEE NOTES FOR BOTTOM
BRIDGING.
HORIZONTAL BRIDGING W/
N END BAYS.
RJ1
10 0
cfl
OF BEAM TO
CHORD
X -BRIDGING
> <
> <
>
> <
> <
> <
> <
> <
> <
> <
> <
> <
> <
> <
> <
>
>
> <
> <
> <
><
PILASTER
PLATE
(LINTEL)
1 ROW BOLTED DIAGONAL
``' d-
"
7' NT R
`4
I
0
I
4
LO - LONL, CE EER SEE DEI. 456 FOR BRIDGING. SEE NOTES FOR
SMEF-1 DET. 4S6 SIM.FOR SMEF--2
ON WALL(+14'-0"A. F. F.) 1 FOR FRAMING AT . FRAMING LAYOUT 1 BOTTOM CHORD BRIDGING. 8' 7 0 6'- 7 6'-0" 0 '-2"
FANS. FOR RTU'S O TYP. ALL BAYS U.O.N. 14S5)-
'S
4S5
m
2S5 9 3'-0' � �. 2'-0"(TYP.) S12S5 J010 J01
C 1 e C 1° C 1 ° o o° 32G7N 8,4 K ° 32G7N 8.4 K °� 32G7N 8.5 K
C I C 1 ° ° I 6
�I �o C C1 C1 ,Q C1 C2X C1
N RJ9 CIX' 1'1X0 13S5 O
3 ROWS OF TOP CHORD (2 2 K6 [SEE NOTE3) W8x15 w/
2 8X18.75
r i - - - - - - ---
SEE ROOF FRAMING PLAN / - - - - - - - - - - - �� I
FOR ADDITIONAL POINT LOADS HORIZONTAL BRIDGING W
ON JOIST GIRDERS FOR ROOF � X -BRIDGING IN END BAYS.
T C +31'-2
x Y SEE NOTES FOR BOTTOM
1355 d
SEE ROOF PLAN FOR
1") TOP UNIT LOADS. ADDITIONAL. ROOF TOP CLI 2I -'CHORD BRIDGING.I
II I UX.T&OADSDII�SOOIHATE
SEE ROOF FRAMING PLAN
FOR TrPICAL POINT Longs , + !I it + TL - 37 PSF x SPACING . I I € M
MECHANICAL CONTRACTOR. + 'I ! ' II 'I ' + II1rl I
JOIST r I'.i I'i rl.Itiliilllll..+ fllflilill, I. Ifliit!;I'ir.i" ` li . _ I� 4" - - - .- - - - - -----
ON JOI..T GIRDERS.I„!I� I' IIIiIIiIII�I: 11r II I' L L ' I I l - - .-
I I ITL . 37PSF x PAGING �, LL''I'!ii ' I;I ++ Ii 'I='+ ' ' 2 ROWS (MIN.) TOP CHORD
HORIZONTAL BRIDGING W/ 455 'o' J010
X -BRIDGING IN END BAYS. 32GBN 7.9 K ° 32 7N 4.( K o 3 GTN 4.0 K 7e ° 513
\\ / BRIDGING.
I ROW SEE NOTES LTED DIAGONAL
FOR C4 00
WIND MOMENT = 20.0 FT -KIPS Cl CIX C I X
CLOCKWISE OR COUNTERCLOCKWISE BOTTOM CHORD BRIDGING. ,n
JOIST GIRDED: ,WITH ROOF TOP UNIT LOAD JOIST WITH ROOF TBP UNIT LOAD TYP, ALL BAYS U.O.N. I �
JOIST WITH WIND MOMENT 1455 - - -' - N rn W8xl5 w/ M
0 0 0 0 ----(f1_1\) (2 CBx 1'-
C °Cl ° Ci C1 C1° Clo Cl Cl C1 C1 C2 W8x15 w/ `/ TICB +31'-2 1/2"
4'-1 ' (2 Cax1B. 5
NOT 4" 6'-1' 510 6-0". TICB +31' 2 1/2'
� 2 ROWS (MIN.) TOP CHORD JOIST SPACING MAY - NOTE: PROVIDE RIGID MASONRY N
HORIZONTAL BRIDGING W/ BE INCREASED AS READ. TO W16X 36 W/1'-1 "X 3/8' > ; > < > < > > X II
NOTE' REVISED LOADING ON ACCOMODATE R.T.U. ANCHORS AT 16' O.C. VERTICAL m
X -BRIDGING IN END BAYS. 253 OFF OF TS8x2. 2
1 ROW BOLTED DIAGONAL 'O� GIRDERS, ��' ADD HEADER JOIST IF PROVIDE TOP & BOT. CHORD PLATE (LINTEL) 8 24 K 9
SPACE EXCEEDS 6'-8" HORIZONTAL BRIDGING W/ 16'-7'LONG CENTERED ( )RAO
C1 BRIDGING. SEE NOTES FOR BOLTED X -BRIDGING AS ON WALL(+10'-0"A.F.F.)
II BOTTOM CHORD BRIDGING. INDICATED.+� 9
10 TYP. ALL BAYS U.O.N.
556 �
�
,.
5'- - F5' _4" 5'-4" 5. _7,.5.-7" 5'-4" �ff-'3 5'-4" 5'-10" C 1 17
42.-0.. 6'_8'• _ 72'-0"00# 6'-8,. - 36'-0" 6 0 6'-4" = 38'-0" 6 -8 4 0 6'-3" \/ ~cr (8) 12 K 1
5 0 6'-0" = 30'-0" 6,-8. 5 @ 5'-7 3/16"+ 8 ® 6'-0" = 48'-0" 6 -8,. 5 0 6'-0" = 30'-0' 7 6'-0' 12 0 6'-0' - 6 0 6'-0' - 1./ /'C /� RJ13
1'-8'
- 28'-0'
LOWE'S COMPANIES, INC.
JUNE. 2000 COPYRIGHT
ALL RIGHTS RESERVED
t0
to
00
N
- { 9•-0" = 25'-0 X �'' _x • i i 0 U
JGu J04 JG3 J03A Jfi3 I JG2 J03A JGl J01A i� i\ /\ /, \ / N W18x36 w/� V-1" x 3/8" PL (LINTEL)
40G8N 9,8 K TYP. (U.O.N.) 40G5N 9.8 K TYP. (U.O.N. 40G8N9.8 K TYP. (U.O.N.) 40G8N 9.8 K TYP. (U.O.N.) 40G8N 9.8 K TYP. (u.O.N.) 40G7N 9.8 K TYP. (U.O.N.) 4 G N 9.8 K TYP. (U.O.N.) 40G8N 9.8 K TYP. (U.O.N.) 40G6N 10.3K TYP. (U.O.N.) 40G7N 10.3 K TYP. (U.O.N.) 40G8N 6.5 K C II B/PL (+12 -8' A.F.F.) co o Z
- I e o 0 0 0 - - TYP. OF 17 TOTAL -PROVIDE 8" BEARING
2 C 1 C 1 C 1 C C 1 ° 0 0 0 ° m AT EACH END-COORD. SIZE OF OPNG.'s 1q +
C1di C1 Ci C1 Ci 12S3 C
-0" TYP. \/ \/� ' w/ ARCH. DWG.'s O
o ) \ / I� / \ TYP. o 0
O O 7 0
< 71
o Y
00 (8) 24 K 10 �
c �/ \/ ♦/ \/ \/ c \/ RJ14
<><><><><><>< ><><>C><><><><><>C><> <> <> <> <> C C > C > <><><> C >< > <> G > < > C > <> <>< >>C><>C>C>C>C>C ><>C>C>C><>< / >( rc rc -jE•� ?
G, t '_1• /\ /\ /\ Ifo 6L8 JOIST SPACING MAY
BE INCREASED AS REOD. TO x
755 R OF 1>< Y-4" - _ ' 6'- 6 ACCOMODATE R.T.U. o
E > - - - - - - --- - - - - --- - - ---- - - - - - - -\\ \/ - . ADD HEADER JOIST IF m
\/ \/ X - rcM 0' \ / SPACE EXCEEDS 6'-8";
\ ♦ - / ADJUST SPACING IN ADJACENT O
'-01. C BAYS ON EITHER SIDE
2 C 1 Cl C1 Cl09. K :� EQUALLY IF REQUIRED. 4.
C1 o C1 ° ClC1 o ClC1 0 ClC1 0 C 0 4 155 /1
(15) 24K9 (SEE NOTES) /\ /\
59 24K9 (SEE NOTES �P X �- 7S5 NOTE:
( ) ) TYP. ALL BAYS U.O.N. / _
-- TYP. ALL BAYS U.O.N. /\ /\ - - / ` ALL DIMENSIONS NOTED A.F.F.
�r
RJ2 RJ1 ' (8)2
4 K 10 ARE ABOVE THE MAIN FLOOR,
N
II
I
I,,z,/r
- -
C2
\/
X
/\
]-�
TYP.
�'-�E
41\
00
\/
/\
1253
RJ14
SEE 8S5
4 ROWS (MIN.) TOP CHORD
HORIZONTAL BRIDGING W/
X -BRIDGING IN END BAYS.
2 ROW BOLTED DIAGONAL
BRIDGING. SEE NOTES FOR
BOTTOM CHORD BRIDGING.
FOR ATTACHMENT
OF BEAM TO 020
a o
u
PILASTER (T(P.)
o
U
I,
-
ww
7�+
to 4�
4"
J.B.=2'0'-0
v
a
o
`-
@ CANOPY
W16Y36 W/ 1'-5„ .x: 3/8„
PLATE (LINTEL_)
r
B/PL (+16'-0" A,FF.)
J.B.=
3 MAIN ROOF
J.B.=19'-10"
CII; CANOPY
1 S7
(4) 3
KSP
OISTS
R
12
SP
W16X89 W/1'--5" '' 3/8"I
PLATE (LINTEL)
''-E-
B/PL (+16'-C)" A.F.F.)
CAMBER BEAM 3/4"
W16X57 W/ V-"' X 3/8"
PLATE (LINTEL)
B/ PL (+12'-8" A.F.F.)
Cl C1°
�o N
a W16x36 W/1' -1"x 3/8"
PLATE (LINTEL)
16'-7" LONG CENTERED
X ON WALL (+10'-0"A. F. F.)
x
sG+� W16X50 W/ 1'-1" X 3/8'
PLATE (LINTEL)
��TSBx8x3/8T/S+3B'-0' B/ PL (+10'-0" A.F.F.)
TS12x8x1/2 T/S 43' 93 gl
� . W 16X77 w/ l' -l" X 3/8"
PLATE (LINTEL)
NB/PL (+10'-0" A.F.F.)
5 14K1 JOISTSSIM.
6,w)
2S3
0
Ln
(D
ten' o'> W16X36 W/1'-5" X 3/8"
4 E. s A. i i i i PLATE LINTEL)
DE1, 4S7 B/PL +16'-0" A.F.F.)
F VE TIBUL
-- R OF F IN
ROOF DECKL 1 S7
1 1/2" \hR 2
3A. T C NOP
>
DKSPJ STS (7) 3OKSF JOISTS
117 SP RJ1 --SP
�__ i" .>< 1--> > i
-1 1 2" 33 10 1 2-
r-
V)
"
rLn
N
J
W16X89 W/1'-5" X 3/8"
PLATE (LINTEL)
B/PL (+16'-0" A.F.F.)
CAMBER BEAM 3/4"
O SEE S-9 FOR
FRAMING THIS AREA.
o
Jsi
\
/\
/\
\�-Ter-
\/
`\
/\
\/
X
/\
\/
\G
/\
w
\
�'-�E
41\
00
\/
/\
\ /
/
/
RJ14
4 ROWS (MIN.) TOP CHORD
HORIZONTAL BRIDGING W/
X -BRIDGING IN END BAYS.
2 ROW BOLTED DIAGONAL
BRIDGING. SEE NOTES FOR
BOTTOM CHORD BRIDGING.
`'�
C 1° 2 -0 (TYP) 'o / \ 40 8N .4 K / SEE 656 FOR TYP.
C 1 Cl W30x99 C 1 W30x99 C 1 W30x99 . C 1 C 1 4 -0 FRAMING DETAILS
CIE
o SEE 4S6 FOR TYP. i i - 1 \ 255 AT SKYLITE OPENING
M ROOF DECK I M FRAMING DETAILS X �$ �' �_x • \ / Lp o
1 1/2" WR 20 GA. NOTE: PROVIDE W30's IN LIEU OF AT ROOF OPENING. \ -777/ - - e W16X36 W/1' -1"x.3 N
AT ENTRANCE. I J015T GIRDERS BETWEEN GRID G I 0 PLATE (LINTEL) =>
W 16X 36 W/ 1 '-1 "X 3/8" PLATE (LINTEL) 18'-1 1 " AND GRID K ALONG GRID 2. L 0o +-
16'-7"LONG CENTERED ww oz
LONG CENTERED ON WALL (7'-4" A.F.F.). SEE \/ \/ \/ \/ \/ t \/ ` ON WALL +11'-4"A. F.F. w o-
DET. 8S5 FOR ATTACHMENT AT ENDS AND MID -SPAN. I I O
X �,
\G LG \ / to w
o I I /\ /♦ /\ /\ /♦ /\ / 14
8 R2 K 10 O �� LS-
W16X36 W 1 -1"X 3/8- �M W16X57 W 1'-1"X 3/8' SEE 8S5 g'_ 2'_3" � Q�
PLATE (LINTEL) PLATE (LINTEL) FOR ATTACHMENT I �, a �, / \/ _ - - \ / wr
fr
18'-7' LONG CENTERE 18'-7"LONG OF BEAM TO I I L -�#\ X36 ROOF 0.F -
ON WALL(+8'-8"A.F.F.) B/PL (+ 1 2'-8"A.F.F.) PILASTER I / \/ X `�' TOP OF BEAMS/JOIST �z o Z
GRID LINE GRID LINE F'I \ /\ - - BEARING(+25'-A'
F.O.M. .rrl
J.B.-20'-3 1/4' I ( I I I I I I I i l I I I I III s Q III i I I I I C8 I C8 co C8I C9 ANG DB LIN6x3TELSIW/ //8 "
AT CANOPY - a- - + - - 4- - 1- - .L- _,.. 4- - •I- - 4- - i-- - 4- - I- - a- - �- - 4-- - 4- BEARING ELEVATION
N I X 1'-1" BOTTOM PLATES.
1055 I I ( I I I I I I I I I I x EL. +115'-4" 4- �-- -� (SLOPED -SEE DET. 1258) z O z
J uj
® ROOF J.B.-19'-10' >< > <1> C1> G> <> CL> CI CL> <,> C,> C,> G ❑ ❑ ❑ ❑ I ` I I I I 1 Lao L.41 W16X 36 W/1'-1 "X 3/8 -
PLATE
I V V> CI « O 'Q
-1" 2'- " 2'-6 I PLATE (LINTEL)
14 6'- = 84'- -11 4' 0' 14 ®6'-0 4'-0 '-0 - B' '0"=1 '-0" 6" I 18'-7"LONG CENTERED W
- L ON WALL(+11'-4 A.F.F.) W
-r--r----r_r-w-1__'r--r-r-r-r-r-r-r-rn--,---1-----L--t---t--L--L---,---t--,--I--1--1--,--rT--r- -- LL �
J.B.=19'-5" I RJ 5 RJ16 R 15
D ❑ ❑ D []&L-AL W16X 36 W/1'-1 "X 3/8" 5' 39' 0
RJ12-SP 5' 47'-6" -5'- - - - -- - J 1 ON WALL(+� 1)'C4A FRF.)" 0 („)
RJ17-SP 5' 36' 0' ROOF DECK 1 1/2" 6o0y 1458_ _ _ 37 PSF X SPACING
TYPE WR 20 GA. BEARING ELEVATION I--- LTJ Li
37 PSF X SPACING SEE 156 FOR ROOF 4 1' 39' m Q ui < v) Q
DIAPHRAM CONNECTION �- +12'-8"� TYP. SEASONAL DISPLAY FRAMING W w I-_ �
DIAGRAM 37 PSF x SPACING 56 PLI_
F X SPACING Z Y
56 PSF X SPACING v
56 PSF X SPACINGLLJ 24K SPECIAL JOISTS `'S = m 1 o V)
30K SPECIAL JOISTS O O U 3: Q_-
24" DEEP JOIST OVER PLATFORM SHEET
57'-6" DESIGN SPAN 0 RJ 12 -SP
ROOF FRAMING PLAN
41'-8" DESIGN SPAN 0 RJ17-SP ALE 1 =2 -0 44'-0" DESIGN SPAN
SPECIAL JQISTS 0 DRIVE-THRU CANOPY 44'-0' DESIGN SPAN 0 RJ1-SP JOISTS BEHIND PARAPET S-4
477'-0" OUT '0 OUT OF MASONRY TYPICAL AT NORTH AND SOUTH
PERIMETER PARAPET WALLS OF '� '�