HomeMy WebLinkAbout16 S203 Roof Bar Joist LayoutINSTALL 1 1/2x1 1/20/4 STEEL ANGLE AT THE END OF THE BAR JOIST SHOE ob
�� ANGLE
10 Q
3.4
110'-9 11/18" S,-7 t/2• 5,7 4,7 90'-1 3/ "
EXISTING AR T B (8.9651 BAR JOISTS TO HAVE A FULL SHOE BAR JOISTS TO HAVE A 5 1/2" SHOE
BAR JOISTS TO HAVE A FULL WIDTH OF THE W24z8 ROOF ACCESS LADDER
SHOE THAT EKIENDS THE
2. INSTALL ON THE �V
S G B JO 5 I MING
ROOF
LEADING TO TO THE 'EX1TNG BiI
51 ART JOISTS li 1
_
NEW 2 STORY ROOF _ - I �� _ - -� I' EXISTIN BAR J ISTS
T p II �I
I I I I I I I I I I I
- t.Wi 90•_R• --1W 0 I� W7 I I W1 I I I� w24x1n
W24z68 11121x447----------- W1 6• �18z35 III 8x36 n �_ �___I II
III II I 1 1 1 1 1
I I I I I 1 1 1 I RIDGE BRACING W1Bx35 I BRIDGE I I I I W24x117
t.e.e: 29'-6• _ _ _ 29'-8• t.e.'_g 1 1 .se.�33 -B• _ e.e.-338• ts.e.-20'-8• t.e.e �20•_e•l
,
-� — — — — — _ ----I — — — — — BRIDG BRACIN
I I I I I I I I I I 1 I 1 1 1 1 ,BRACING( I I I I 1 I UP & LOW
I I I I I 1 I 1 I UPPER &I LOWER 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 UPPER I& LOWER I I I I 1 I I I I I I I I I I I I I I I I I I
m m N N N N un N N m N N N m m m N N N 1A
I I I I ! LAc l I I I I I I I 1115/ 1 1 1 1 1 1 I 1 1 1
3'-8 5 8" 0 0 0 0 0 0 0 0 0 0 21 0 0 0 0 0 0 0
1 I 1 1 1 I a 1 1 1 1 IAoP� g1 LDR 1 1 1 W 1 1 1 I 1 1 I I —11 15 8"1 1 1 1 1 1 1 I I 1 3 8 3/11" 1 I N NI ml ml ml m ml o�D ml ml m ml eel m I ml ml ml o�Dl
L 111 N N N N N N N N IN N N tV N N N N
I— L l I _I — I— 1— I — 1_ — 1 _ LLO _I _ I_ 1_ — I I 1 I I I I I 1 1 JDI OS'LD" D. 1 '-5" '— '-5• I 1 1 1 1 1 1 1 1 1 1 1 I I I I 1
1 II I I I I 1 1 1 1 1 1 1 1 I I I I I I I 1 I 1 1 1 1 1 1 1
1 I I I I I I I IgTU 31 I I I 1 141 I 1e I I 1 1 1 I I 1 I 1 1 1 DGE TNG
m 1e
PPERR]��In 1BRIDGI BRACINs
1 12 SPACES I I I I I 1 I I I 1 1 1 I I 1 1 1 I I 1 I 1 1 1 1 1 I 1 I 1 I I 1 I I I I I I I Fz'-6• ,G• 1 2'—Y• UPPED( & LOW
1 I I I I I 1G' I I I I I I 1 t0• 1 I I 1 1 1 I I 1 I 1 1 1 1 1 I 1 1 I I I I 1 I I 1 1 1 1 1 I I I I I 1 I
3'— 1/2• 1 I I SSPAC I I I I I I I I I I O. OI q I 1 1 1 1 1 1 1 I 1 I I I 1
1 1 1 1 d 1 1 1 3 113 Jo O 7 3 4• n n n n n n1 oSI 01 S01 p1I 1 1 1 1 I \' 10-7 1/20 1
701 05' 0. 0. '-0' 0. 91 sI I I I I I 1 I JI J1 JI 31 I I pT� �If
1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I 1I NI I I I NI NI I I N NI N1 N I I 1 1 '� 1 1 1]L1L.LLY. 1 1 BRIDG B N 2 I I I I
I 1 1 1 1 1 10 1 1 1 1 UPPER(& I I I I
I I 1 1 1 1 1 I 1 1 1 1 1 1 1 1 I 1 I I 1 I 1 1 1 1 1 DGE NG I I I1A H I I
Y RIDGE B ING I 1 1 + I I 1 1 1 1 PPER LOWER I M I MER,1 i 1 1 i i i i i i i i
1 1 1 I �PPER LOWER I I I I 1 1 1 1 1 1 1 1 1 I I I ,6 6 ,/ 3 JOI 05 0" C. —8"
1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 I I 1 I 1 1 1 1 1 1 1 I 2.y6. 1 1 I I
1 n1 n1 n1 n1 n1 n1 q1 q1 n1 n1 n1 n1 n1 q1 0 1 n n1 n1 n1 n1 n1 n1 n1 n1 1 1 1 1 1 1 1 I 1 1 I I 1 3 -2 L/2" 1 1 I 1 1 1 1 1 1AL
pO 5 5 5 5 G O O p p p p p O T p 5 5 5 5 O 5 5 O 1 1 1 1 1 1 1 1 1II NI NI NI NI NI NI NI NI NI NI NI NI NI NN NI NI NI NI NI NI N1 NI I I Ii1 MI MI MI M1 M1 MI MI MI M M1 n1 M1 M1 M1 M 1 M MI MI MI MI M1 M1 MI M1 1 1 1 1 1 I lV I 1 I r T T �� J NGIRTU 61 1 I I 1 I 1 I 1 I 1 1 1I 1 1 BRIWE BUPPER & LOWER I I 1 I I
L T L( T r l
PER & LOQ I I T L T 1 1 1 1 1 I I I RIDGE RACING I I 1 1 1 1 1 1" I I I 1 1 1 1
1 I I I I I I I I I 1
I I I I 1 1 1 1 1 1 1 I I I I TNus
I 1 1 1 1 1 1 1 1 1 II 1 I 1
1 I 1 1 420Z9N12.2k1 1 1 1 1 1 35G7H12.2k 1 1 1 1 1 35G7M 12.2k1 1 1 I 1 1 1 1 1 48391 .2N 1 1 I 24DSN1.67k 1 1 1 1\ 761 1 1 4xg8 1 1 I W24x68 I I I
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 y 1 1 I 1 1 E 1 I 1 I I 1 9
t.s. =28'-6 t.s.e.-28'-6• t.s.e.- e•-6 t. - ts. r32' 6" te.e. 22' I/2" ta.e. 22-5 1/2
I 1 m' 1 1 1 1 t.ae.1 '-5 1 2• 1 1 I I I 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1` II I 1 M I N BAR J01 TO VE A 4 SHOE EACH IDE OF 6E ~
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I 1 1 I 1 1 1 1 1 1 1 1 I 1 i I I 1 1 1 7 1 1 1 I 1 1 I I I I M 1
1 1 1 I I I 1 1 1 1 1 1 1 1 $
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I I 1 1 1 1 I 1 1 1 1 I 1 I— • 7 1 4 7 1 1 I
1 I I 1 1 1 1 1 1 1 1 1 I 1 I I I I 1 I I I I 1 1 1 1 I 1 1 1 (i 1 1 I 1 1 1 / 1 1 I 1 RIDGE B TNG I I I I I
RIDGE TNG I�-1 -+—� 4�—��-1 J I- 1_ L —1_ J U(PERDOE & O.WEH 1 1 J ( I I I I I I m l 1 I UPPER &ILGwER I I I
I 1 1 I 1 1 I 1 1 I I 1 I 1 I 1 I 1 1 1 1
1 I 1 11 2 "B" I
PIPER &I LOWER I 1 1 I 1 1 I I 1 I 1 I I I 1 1 I O
M
"n• 1 1 1 I 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1
CIET. TYP. 20go. B I I I 1 1 I I 1 1 m I I 1 I• I
1 1 1 I `�` I I I I I I 1 1 1 1 1 1 1 1 1 1 I I DEGK.ITYP.
1 I 1 1 I 1 1 1 1 1 I I I 1 1 1 1 1 I 1 1 I 1 I 1 1 1 1 I 1 I I I I 1 Y 1 1 1 1 1 1 1 1 (BRIDGE tlRACING I 1 I 1 1 1 1 1 1 I 1 1 I 1 I 1 1 1 1 1 B�IDGE BRI\CING I 1 I I 1\ I I 1 1 1 1 1 1 fl -6T 1 '�-6" (BRIDGE RACING 1
I I I I I I I I I IUPPtR 4 LGWERI I I I I I I I I I I I I I I I I I I I I U PER & LOWER I/ Y f\ I "' I ! ;UPPER LOWER! I
I I I I I I I 13'113/Bd,�L JGIST� I I I I n1 n1 n1 mI mI mI nI nl n1 n1 81�� n 1s 1 . I- I I I I I -I I I I I I I 1 1 -
5 SPAC o 0 0 0 0 0 0 0 0 0 0
w O a 3 4 3 3 3 3 3 3 3 3, 3 3 3 3 3' -- 701 05' o" O.0 --_ _6•
I 1 I I I I JGI OS'rD" G.Q I I I I I ( '-0" G.G. I I I I NI NI NI NI NI NI NI N Ni Ni Ni RT11111 i M1 1
I I 1 1 1 I I 1 1 1 I I I I I I I I I I MI MI MI MI MI MI MI MI M M M `"�T"
1 1 1 I 1 1 1 I I I 1 1 1 1 1 1 1 I I I I
RIDGE MING 3'—„ /4•
1 I I I I I I I I I I I I I 1 1 1 1 I 4--
PPER aLOWER 1 1 1 1 �1 1 1 1— ` ` ` IPoDGEING� 1
1 1 1 I I I I I I I I I I ISFl 1 1 1 1 1 LII1��I 1 1 1 I I I I I
1
3.6
UPPER 6! LOWER 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I I�-115/81 1 1 1 I I 1 1 1 1 3• I
�� ��_ I I i i �AR JOUSTS 05'i0" O.C' i i 1 _5•I _5TI3,-5" I
IN NI NI NI NI NI NI NI NI NI NI NI Al N NI NI NI NI NI N
I_L1 L I 1 I J PRIDGE PS& AL 1- 1 �• 1—L1- LIJ 1 1 1 1 1 1 1 1 3 85/" I
1 I I I I 1 1 1 1 1 1 1 1
I I q 1 I I I I I I I I I I I m I I 1 I I I I I 1 I I 1 U or U U U J U
n n n I rn rn n n n n n n n n n n n n n I a n n n n n
p1 31 31 31 31 31 31 31 31 31 31 31 31 31 31 1I =I 3I 31 31III 1 1 1 1 1 1 1 1 1 1 I 1 1 I 23'-4 B.H.
1 NI NI NI NI NI {C�1I NI (Ny1 {t�V1 NI {t�VI {t�VI NI NI N 1 IN {Cy1I I NI NI NI tNVI NI NI I I I I I I I 1 I I 1 I
M MI no MI wal wal MI no MI MI no MI MI no MI M I M MI �I MI MI MI Not MI M I I I I I I I I I I I I 1 I
DPLIFT B DOING
wz4xsa
W24z82 W24x55 W24z82 W24x88 6"xTES WITH
BEARING
ttte.uN27'-8" tae. -27'-8• te.e.�27'-8" te.s.�27'-8" t.s.e.=27'-6" PLATES WfTH 6"
LONG ANCHORS.
UPLIFT BRIDGING TYPICAL ON THE
UPLIFT BRIDGING
15 PSF 15 PSF BLOCK WALL
BAR ISIS TO HAVE A SHOE T EKTENDS THE FULL WIDTH OF THE W24x68 BEAIJI1 (8.9657 BAR JOISTSTO HAVE A FULL SHOEBAR JOISTS TO HoWE A 5• SHOE BAR JOISTS TO HAVE A5" SHOE
110•-9 13/18• 68•-7 5 16 8'-10 " 8 13/16"
2 STORY I M
33'-0 5/18" 13'-6 1/2"30'-1 7/18• 34'-1 3/8" 361-0 1/2" 32'-7 1/18" 32'-t 3/8" 29'_4• 27'-7 3/4"
110•-9 11/16• 58'-7 1 2• 89'-1 1/8• _I
2_
LL we 30 PSF
Dl -z—:- 20 PSF
- A —= -50—PSF
BRIDGE BRACING
F UPPER & LOWER
4•
J
DECK.
CY
- -- TY
\
_y /B.
m
4_ 1'-2 t/2
6 27•x3/8" BEARING PUT
WITH 6" LONG ANCHORS.
TYPICAL ON THE BLOCK V
LOAD INFORMATION
LL = 60 PSF
OL = 20 PSF
TL = 80 PSF
19•-11 9/16"
ROOF TOP UNIT CURB SIZES
ALL ROOF TOP UNITS AND ROOF HATCH
SUPPORTS TO BE 3z3z3/8 ANGLE IRON
RTU
1
4'-1
3/4" x 6'-8"
RTU
2
4'-1
3/4" x 6'-6"
RTU
3
6'-3•
x 10'-0"
RTU
4
6•-3"
x 10'-0"
RTU
5
4'-1
3/4" x 6'-6"
RTU
6
4'-1
3/4" x 6'-6"
RTU
7
4'-1
3/4" x 6'-8"
RTU
8
4'-1
3/4" x 6'-6"
RTU
9
6'-3•
x 10'-0"
RTU
10
6•-3"
x 10'-0"
1
REVISION
N
VERSATILE
��
CONSTRUCTION
�'I
GROUP,LLT,.
Tracy Rood. Suite 610
670 East T
New Whiteland, mollana 46164
FII: 317.535.3579 Fax: 317.636.3561
email: 1.535.3579 Fax:
THIS DRAWINGS UCTHE PROPERTY J=
LL
VERSATILE AND IS T TO BE USED GROUP
OTHER PURPOSE BTHAN THE OR ANYPROJECT
DESCRIBED HEREIN.
Q����sjj�
P
h No.
= =
_9ns7ooso9�
,
%'q$y� ASE
yYy1111111\\\
yry
/L /.)WY A.
D(I6nNG(B)
_
World Wide Motors
'}(1 (�L j,
.7700 East 76th Street
Indianapolis Indiana
�
J
523
01.22.18 the roof access ladders location was revised
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulaems
of State and local Codes
Oily of Cannel
\V1p+M�jpAZaL
Jab No
17021
Date Stamped
01.17.18
Drawn By
k3et
Checked By
tab
Scale:
1/8"=1'-0"
7�
R 117 Joist L 1
RoofCln
Bar Toll} Layout Plan
CAD FILE:
CERTIFlED BY:
c\1721\sso3 roof m1 jo�A IgouLawy
0 ' DATE: 09/10/18