06-0001-02712
12 SHEATHING AS PER
4 ROOF FRAMING PLAN
CONNECTOR A5 PER
ROOF FRAMING PLAN 4
CONNECTOR SCHEDULE
TRU55E5 A5 PER
ROOF FRAMING PL F- - - - -- -
il. o m
m
II -/%II
SECTION 5 UU
SCALE:3 /4' = l' -0"
FIN15H
1
Q
a
W
u
<r ELEV. + 12' -0'
2 "x4" PT. CONNECTED TO UPTURNED
BEAM W/ (4)1/4'0 x 3 1/4' LONG
TAPCON5 AND W/ (2) 16d NAILS
TO BOTT. CHORD BRACING
(2) 16d NAILS
SECTION 2
=E 3/4' - 1' -0"
�- SHEATHING AS F
ROOF FRAMING I
2 "x4" PT NAILER W/
1 /4 "t x 3 1/4' LONG
TAPCONS SPACED
12' D.G.
+• N
n
BOTTOM CHORD
BRACING AS E
ROOF PLAN
WD, TRU55E5 AS PER
ROOF FRAMING PLAN
12
(o SHEATHING AS PER
ROOF FRAMING PLAN
SHFATHINCs AS PER
ROOF FRAMING PLAN
12
4�
CONNECTOR AS PER
ROOF FRAMING PLAN 4
CONNECTOR SCHEDULE
TRU55E5 AS PER
V + 1,_ ROOF FRAMING PLAN
SHEATHING AS PER
a as
ROOF FRAMING PLAN u iY
zu
o
TRUSSES A PER R5-4
ROOF FRAMING PLAN
SECTION fi
SCALE:3 /4" = 1' -0"
SECTION 10
GALE _3 /4" - l' -0"
p
SECTION 7
SCALE:3 /4" 1' -0"
BALCONY
S' CMU WALL REINF. AS
PER 2ND: FLOOR PLAN
ELEy. + 12' -a'
rt "
ELEv. + 12' -0'
I
m
`L (K
�n <
J
u
SECTION 3
=E 3/4' = T -a'
it
2 "x4" PT. BLOCKING/NAILER
W/ 4'"# x 34" LONG TAPCONS
SPACED 1 12" O.C.
TRUSSES 5
PER ROO PLAN
5/8" CDX EXTERIOR GRADE
PLYWOOD W/ 10d NAILS
SPACED Q 6" O.G. THROUGOUT
ELEV. + 12' -0'
CONECTORS AS PER ROOF FRAMING
SEE PLAN 6 CONNECTOR SCHEDULE
ELEV. + 22' -0'
PLYWOOD W/ 10d NAILS (2) 16d NAILS TO
SPACED *� 6' O.C. THROUGOUT EVERY TRUSS
8" CMU WALL
BEYOND
FSECOND FLOOR
SLAB
STEEL COLUMN
TS -1
4"
1 -4
_3
IR RAMP AS
41R DETAILS
>/5 -4)
SECTION 4
SCALE:3 /4•' - 1' -0"
4' -0'
LONGITUDINAL REINFORCING TRANSVERSE REINFORCING
l" 5 T 4 B TYP. $4 TORSIONAL TIES
SPACED 5" O.C.
TYPICAL STAIR RAMP SECTION 4/S4
SCALE: 3/4" - 1' -0"
DETAIL 8
� LANDING
LONGITUDINAL SECTION @ INTERM. LANDING
SCALE:3 /4" - T -W NOTE: TIES NOT SHOWN FOR CLARITY
TYP.
4 111,» L. ' 11 (THIS ANCHOR REQUIRES
3A EITHER A 20" DEEP BEAM
TYP.
2„
TYP.
5A
SECTION TWO PLY TRUSS THRILL PLY TRUSS
(MAX. UPLIFT - 5,100 #) (MAX. UPLIFT = 7,200 #)
EC -1 EC -2
N.T.S. N.T.S.
I
GIRDER TRUSS
CONNECTION SCHEDULE
MARK
xxxi
J
MARL'
4- NILTIHIT -HAS+ =
DESCRIPTION
I
4-
L 3 "x3 "x4" W/ EXTENDED LEG (Fy= 36Ksi) SEE
DIAL,
I
ONE (1) i "o, THRU
BOLT FOR
2 PLY TRUSS
4» 44» 4»
12�4
OR A 20" WIDE COLUMN)
-TOP OF BEAM
CONC, SLAB J SHOP WELD CAP
SEE PLAN I R TO STEEL
COLUMN
- I I
z
BOTT. OF BEAM
CONNECTORS /� THREE PLY TRUSS
&?ET AI L 11 � I IR� E fR TizLIS,5 CONNECTION TLS. (MAX, UPLIFT = 17,000 #)
ALE: N T.8 EC -3
N.T.S.
SHEAR PLANE ACTING ON DOLT SHANK ONLY.
9# _T
SECTION 14
SCALL:3 /4" = 1' -0"
GIRDER TRUSS 5%, PLATE GIRDER TRUSS
(MIN. SIZE VEST t: 1 /4'x 5" (MIN. SIZE: VERT
END MEMBER 2'x(.') 4 5 /b" + A301 WIDE x 145' LONG. END MEMBER
STL PLATE - THRU BOLTS 4 5 /a'+ A301
i = /4'x 5' NEW GMU WALL THRU BOLTS
WIDE x 14.5' LONG. 4- HILTIHIT -HAS+
HY150 %" + ANCHORS STL. PLATE
• 3/V THICK x 10' TYP
OF COLUMN AND BEAMS TO
COINCIDE OR LOCATED WITHIN
PARTITIONS FOR 5LA55 ABOVE
AT CONTRACTOR'S OPTION
FIELD SPLICES MAY OCCUR
AT EACH FLOOR OR AT
ALTERNATE FLOORS
I
� I I
5 "5
CONC. SLAB /BEAM
SEE PLAN
4 -3/4" 0 x 0' -(o"
HEADED STUDS TO CAP
PLATE AS SHOWN
SHOP WELD CAP f�
TO STEEL COLUMN
OF COLUMN AND BEAMS TO
COINCIDE OR LOCATED WITHIN
PARTITIONS FOR 5LAB5 ABOVE
FULL PENETRATION FIELD WELD
(VERIFICATION THRU X -RAY AS REQ'D)
CONC. FILLED STEEL COLUMN
TOP REINF.
11 SEE PLAN
-^
ADD 2 "5
x5' -0' E.W.
•
TYP. -
GIRDER TRUSS
CONNECTION SCHEDULE
MARK
DESCRIPTION
J
MARL'
4- NILTIHIT -HAS+ =
DESCRIPTION
1
L 3 "x3 "x4" W/ EXTENDED LEG (Fy= 36Ksi) SEE
DIAL,
4
ONE (1) i "o, THRU
BOLT FOR
2 PLY TRUSS
1A
L 4 "x4 "x W/ EXTENDED LEG (Fy= 36 Ksi) SEE DIAL.
ONE (1) 4 "0, THRU BOLT FOR
3 PLY TRUSS
2
TWO (2) STL. PLATE 4 "x4" (Fy= 36Ksi)
O - — = BOTTOM CHORD G.T.
J
TWO (2) i "o, RED -HEAD
TRU
BOLT FOR 2 PLY TRUSS
3
STL PLATE 114 "x4 "xj" (Fy= 36Ksi)
TWO (2) 1 "0, RED -HEAD TRU
BOLT FOR 3 PLY TRUSS
3A
STL. PLATE 114 "x6 "x2" (Fy= 36Ksi)
A:
5A 4-
FOUR (4) 4 "0, RED -HEAD
TRU
BOLT FOR 3 PLY TRUSS
3B
STL. PLATE 94 "x4"x (Fy- 36Ksi)
5 /b" THICK x 5' WIDF 5" 11'I�' 3j' 1,;- 11'
LONG SEAT PLATE
6
PREFABRICATED TWO
OR THREE
PLY TRUSS
p
ha"
7
MIN. _" EXT. GRADE
PLYWOOD,
SEE PLAN FOR NAILING
O
SHOP WELDED TO 6ACK t
8
MIN- 8"x12" CONC.
TIE BEAM (F'c =3,000 PSI MINIMUM)
�
9
CONCRETE MASONRY
BLOCK
s
SHALL BE TYP.)
SHEAR PLANE ACTING ON DOLT SHANK ONLY.
9# _T
SECTION 14
SCALL:3 /4" = 1' -0"
GIRDER TRUSS 5%, PLATE GIRDER TRUSS
(MIN. SIZE VEST t: 1 /4'x 5" (MIN. SIZE: VERT
END MEMBER 2'x(.') 4 5 /b" + A301 WIDE x 145' LONG. END MEMBER
STL PLATE - THRU BOLTS 4 5 /a'+ A301
i = /4'x 5' NEW GMU WALL THRU BOLTS
WIDE x 14.5' LONG. 4- HILTIHIT -HAS+
HY150 %" + ANCHORS STL. PLATE
• 3/V THICK x 10' TYP
OF COLUMN AND BEAMS TO
COINCIDE OR LOCATED WITHIN
PARTITIONS FOR 5LA55 ABOVE
AT CONTRACTOR'S OPTION
FIELD SPLICES MAY OCCUR
AT EACH FLOOR OR AT
ALTERNATE FLOORS
I
� I I
5 "5
CONC. SLAB /BEAM
SEE PLAN
4 -3/4" 0 x 0' -(o"
HEADED STUDS TO CAP
PLATE AS SHOWN
SHOP WELD CAP f�
TO STEEL COLUMN
OF COLUMN AND BEAMS TO
COINCIDE OR LOCATED WITHIN
PARTITIONS FOR 5LAB5 ABOVE
FULL PENETRATION FIELD WELD
(VERIFICATION THRU X -RAY AS REQ'D)
CONC. FILLED STEEL COLUMN
TOP REINF.
11 SEE PLAN
-^
ADD 2 "5
x5' -0' E.W.
•
TYP. -
WIDE x a' LONG. -1
G
O
A PER TYP. NOTE ON
I CONC. FILLED STEEL COLUMN
J
STL. PLATE
t= s /a'x 10'
4- NILTIHIT -HAS+ =
DEEP HOLE5 LOCATED
O
�
O O
W IDE x V LONG
HY150 5ji t ANCHORS �, ,
6
AT " FROM TOP AND
(2rx6" + 1x6 PT So.
TYP, STRUCTURAL
`
PINE 02 FILLER PLATES
+�
O - — = BOTTOM CHORD G.T.
ROOF FRAMING PLAN
,,
CMU WALL AS PER PLANS
CMU WALL AS PER PLANS-
(MINIM. SIZE Tx6')
BOTTOM SLAB BEAM AND
4 MASONRY WALL SCHEDULE
A:
BEAM
z
'
AT MID HEIGHT
0
S -3
5 /b" THICK x 5' WIDF 5" 11'I�' 3j' 1,;- 11'
LONG SEAT PLATE
(i 1
CONCRETE
/b' THICK x 5' WIDE x 5'
LONG SEAT PLATE
DETAIL
p
ha"
TYP.
SHOP WELDED TO BACK +
O
SHOP WELDED TO 6ACK t
Y°
BEAM
SIDE PLATES (WELDING
�
SIDE PLATES (WELDING
�
p
s
SHALL BE TYP.)
X X X
X X • • ifi
SHALL BE % TYP.)
(:��F TAIL 13
E: N.T S.
TRUSS AS PER
ROOF FRAMING PLAN
JACK TRU55 A5 PER
ROOF FRAMING PLAN
EC -4
N.T.S.
(2) I0ex4' LONG
WOOD SCREWS
JACK TRUSSES A5 PER
SCALE: 3/4" -1'
� 4
+ 5000 PSI NON - SHRINK
LH NON- METALLIC GROUT BED
... ..
(4) ANCHOR BOLTS • ! A 41 A • FOOTING SEE
W/ LEVELING NUTS SCHEDULE
SEE COL. SCHEDULE • . a. 4 •� «
FOR 5A5E PLATE 4 , Q: A A CLEAR MIN.
BOLTS
5HEATHING AS PE STEEL COLUMN TO FOO ING DETAIL
ROOF FRAMING PLAN
2 V 2`
SECTION B:
SCALE: 3/4 " =1'
T.B.
j NELSONRL�TES -
FL,. f'E. 58207
`.' ') I t
B TTOM CHORD B
ROOF FRAMING PLAN
rn
A PER TYP. NOTE ON
M
J
R OF FRAMING PLAN
a
1/2" k HILTI KWK BOLT II
O
�
EMB. 4" INTO TB >
1/2' 4 HILTI KWK BOLT II
EMB 4" INTO TB
(2rx6" + 1x6 PT So.
TYP, STRUCTURAL
T5,45 PER ROOF FRAMING
PINE 02 FILLER PLATES
SOFFIT AS PER
PLAN 4 BEAM SCHEDULE
ROOF FRAMING PLAN
TB AS PER ROOF FRAMING
CMU WALL AS PER PLANS
CMU WALL AS PER PLANS-
PLAN 4 BEAM SCHEDULE
4 MASONRY WALL SCHEDULE
4 MASONRY WALL SCHEDULE
Lu
z
0
S -3
(i 1
BOTTOM CHORD BRACING TO TB CONNEC 10_
ON
DETAIL
SCALE: 3/4" -1'
� 4
+ 5000 PSI NON - SHRINK
LH NON- METALLIC GROUT BED
... ..
(4) ANCHOR BOLTS • ! A 41 A • FOOTING SEE
W/ LEVELING NUTS SCHEDULE
SEE COL. SCHEDULE • . a. 4 •� «
FOR 5A5E PLATE 4 , Q: A A CLEAR MIN.
BOLTS
5HEATHING AS PE STEEL COLUMN TO FOO ING DETAIL
ROOF FRAMING PLAN
2 V 2`
SECTION B:
SCALE: 3/4 " =1'
T.B.
j NELSONRL�TES -
FL,. f'E. 58207
`.' ') I t
CONSULTING:
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ROOF
FRAMING
rL.AN
SCALE AS MOWN
DRAWN WA
JOB 2015
DATE 11/04/04
SHEET:
S4
4 OF:5
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ROOF
FRAMING
rL.AN
SCALE AS MOWN
DRAWN WA
JOB 2015
DATE 11/04/04
SHEET:
S4
4 OF:5