05-1333(2)-008NAIL SHEATHING TO 2 "x4"
NAILER w/ 10d NAILS @ 6" O.C.
2 "x4" PT NAILER ATTACHED TO
CONCRETE w/ 1/4"0 x 3" LONG
TAPCONS @ 6" O.C.
18" DEEP TRUSSES
@ 24" O.C.
2 "x6" LATERAL BRACE PER PLANS ATTACHED
TO 2 "x4" NAILER .v/ 2 -16d NAILS. ATTACH
NAILER TO CONCRETE BEAM w/ 2 -16d NAILS
8 "x8" CONCRETE CAP BEAM TOP OF KNEE WALL
REINF w/ 1 #5 CONT. ��\ .• , EL. +16' -7"
#4 @12 "o.c.TOP w/
90' 8" LONG
ACI HOOK
#4 016 "o.c. TEMP
SLOPE 1"
4 ..
5" THK CONCRETE e
SLAB REINF w/ #4
@ 12" O.C. BOT.
CONCRETE BEAM. SEE PLAN —�
& SCHEDULE FOR SIZE & REINF.
BALCONY SECTION
N. T. S. s -5
GIRDER (3) 2 "x12" WOOD STRINGER
ATTACHED TO WOOD
GIRDER w/ USP MSH 218
y� HANGER W/ 4 -10d NAILS
TO TOP OF STRAP, 8 -10d
NAILS TO FACE OF STRAP,
& 4 -10d NAILS TO
18" STRINGER.
-II- #4 912 "o.c. TOP w/
90' 8" LONG
ACI HOOK
#4 @16 "o.c. TEMP )
TOP OF CANTILEVER SLAB
EL. +9' -8" 6"
(3) 2 "x12" WOOD STRINGER
ATTACHED TO CONCRETE w/
USP MSH 218 HANGER w/
(4) -16 "0 x 2" LONG
TAPCONS TO TOP OF STRAP,
(4) TO FACE OF STRAP, &
4 -10d NAILS TO STRINGER.
4 " @12 "o.c. BOT.
ATTACH X- BRACING w /2 -16d NAILS 16
0 ALL INTERSECTING TRUSSES. 4-
V)
0
3
w
a
•• •_ a -.
LATERAL BRACE
SEE PLANS
ATTACH X- BRACING w /USP JA5G FRAMING ANGLE,
TO 2"x4" PT NAILER W /6 -110d NAILS EA END
ATTACH NAILER TO CMU WALL
w /(3) 1 /4 "DIAM x 2 -3/4" LNG TAPCONS
(TYPICAL) ® EA X BRACE.
8 "x8" CONCRETE CAP BEAM
REINF w/ 1 #5 CONT.
#4 @12 "o.c. TOP w/
90' 8" LONG
ACI HOOK
#4 @16 "o.c. TEMP --
MASONRY KNEE WALL REINF
w/ #5 VERTICALS @ EACH CORNER
OPENING & AS SHOWN ON PLANS.
EL. +12' -3"
CONCRETE BEAM. SEE PLAN
& SCHEDULE FOR SIZE & REINF.
TOP OF MASONRY
KNEE WALL
EL. +14' -6"
MASONRY KNEE WAL L REINF
w/ #5 VERTICALS @ 16" O.C.
TOP OF SLAB 6.
4
a: 5" THK CONCRETE
.4..A SLAB REINF w/ #4
@ 12" O.C. GOT.
TOP OF ARCH
4 EL. +11' -2 "J
CONCRETE BEAM. SEE PLAN
& SCHEDULE FOR SIZE & REINF.
J.
4 CONCRETE BEAM. SEE PLAN &
SCHEDULE FOR SIZE & REINF.
• TOP OF DOOR
EL. +8' -2"
ENTRY DETAIL 2
6" THK CANTILEVER SLAB N.T.S. S -5
REINF w/ #5@6 "o.c. TOP
NI 18" 90' ACI HOOK INTO
CONCRETE BEAM
2"x4" BLOCKING (4' -0" BACK OF GABLE )
0 ALL PLYWOOD SEAMS ATTACHED TO
TRUSSES W /2 -16d NAILS EA END ATTACH
SHEATHING TO BLOCKING W /8d NAILS @6 "oc.
-2 "x8" PT STRUCTURAL
FASCIA ATTACHED TO BEAM "W/3/16' DIAM
X 2-1/2 LONG TAPCONS 0 12 oc.
-8 "x12" CONTINUOUS
CONCRETE RAKE BEAM.
SEE SCHEDULE FOR
SIZE & REINFORCEMENT.
_ 8 "x8 "x16" CONCRETE MASONRY
UNITS W/9 GUAGE LADDER
TYPE HORIZONTAL REINF.
@ 16" oc.
0 0 40" 0.�. HOOK INTO
BEAM 12 MIN.
OR AS SHOWN ON PLANS.
TYPICAL GABLE END DETAIL AT CONCRETE RAKE BEAM
SCALE: 1/4 =1 -0
#3
NAIL SHEATHING TO BLOCKING -
w/ 8d NAILS @6 "o.c.
2 "x4" PT WOOD BLOCKING FIT TIGHT BETWEEN
EA. TRUSS, ATTACHED TO MASONRY WALL w/
(2)--14"0 x 2a" LONG TAPCONS.
NAIL SHEATHING w/ 10d
NAILS @ 10 "o.c. EDGES.
WOOD ROOF
TRUSSES @ TOP F BEAM
24 "o.c. .a•. EL. +113' -2"
.•..,• FINISHED FLOOR
• EL. +12' -8"
4 18" WOOD FLOOR
• TRUSSES @ 24 "o.c.
USP HANGER. SEE ROOF ANCHOR LEGEND
ON SHEET S -3 FOR NAILING.
NAILER FIT TIGHT BETWEEN EACH
(2) 2 "x8" PT `MOOD LEDGER ATTACHED TO TRUSS ATTACHED TO CONCRETE w/ 2 -a"
CONCRETE w/ 2" 0 HILTI KWIK BOLT II EXP Y�O� 0 x 2 -a" LONG TAPCONS.
ANCHORS @12 "o.c. MIN EMBED 4 ".
CRETE BEAM. SEE PLAN
USP HANGER ATTACHED TO LEDGER. SEE SCHE DULE FOR SIZE & REINF.
PLANS & ANCHOR LEGEND ON SHEET S -3.
LEDGER DETAIL 3
N.T.S.
s -5
PROVIDE 2'x4" BLOCKING 0
ALL PLYWOOD SEAMS, 4' -0' BACK
OF GABLE END. NAIL SEAM w/ 10d
ANCHOR OUTLOOKER TO 0 4'o.c. EA. SIDE OF SEAM.
TRUSS W/ ONE (1) USP JA5G
FRAMING ANGLE ATTACHED W/6-10d 24' MAX
NAILS TO TRUSS & 6 -10d d NAILS
TO OUTLOOKER
U \N
a
13
a.
2'x4' OUTLOOKER{ 0 24'o.c.
BRACE
ATTACH X- BRACING w/USP JA5G FRAMING ANGLE,
TO 2'x4' PT NAIIER W /6 -10d NAILS EA ENO
ATTACHE NAILER TO CMU WALL
w /(3) 1/4'0 x 2 -3/4' LNG TAPCONS
(TYPICAL) 0 EA X BRACE.
RAKE WALL GABLE END DETAIL
30
outi Tnp cPo\CE SPLICE
USP TAP12 STRAP W /5 -10d NAILS
TO OUTLOOKER.
2 x8' STRUCTURAL
FASCIA W /2 -16d NAILS
AT EACH OUTLOOKER
8' x 12' CONTINUOUS
CONCRETE RAKE BEAM.
SEE PLANS & SCHEDULE
FOR SIZE do REINFORCEMENT
I6 0 40- O.C. HOOK INTO
BEAM 12' MIN.
OR AS SHOWN ON PUNS.
8'x8'x16' CONCRETE MASONRY
REINF w/9 GUAGE LADDER TYPE
HORIZONTAL REINF. 0 16' o.c.
RAKE BEAM DETAIL (RB -1)
ELEV. +24' -9"
' OF RAKE BEAM (RB)
ELEV. +21' -10"
TOP OF TIE BEAM (1B)
BOTTOM OF TIE BEAM (TB)
2 #5 TOP + BOTTOM
93/4n 0 11 1/4 0
,F 3/8' PLATE � f 3/8' PLATE
'4' (M
OF
SECTION TWO PLY TRUSS THREE PLY TRUSS
W/2 -3/4' DIAM. BOLTS = 48720 W/2 -3/4' D. BOLTS= 4872/)
(CONNECTION 14) SPECIAL BRACKET DETAIL "SDL -2"
(N.T.S)
SCHEDULE
MART(
DESCRIPTION
1
ANGLE 3' x 3' x 1/4' W/ EXTENDED LEG (Fy= 36KSI) SEE DWG.
2
STEEL PLATE 9 3/4' " 5' x 3 8 F =36 KSI 2 MEM
STEEL PLATE 11 114* x 5' x 8' =36 K20 3 MEM
3
ONE(1), 5/8' DIAM. THRU BOLT
4
3/4' DIAM, HRTI KWIK BOLT II (CARBON STEEL), 2 REQ'D
5
PREFABRICATED TWO PLY TRUSS OR THREE PLY
6
19/32' EXTERIOR GRADE PLYWOOD
7
8' x 16' CONCRETE BOND BEAM (Fc =3,000 PSI)
8
CONCRETE BEAM OR COLUMN (Fc =3,000 PSI)
NOTE: ATTACH
DIRECTLY TO
CONCRETE
i-
`n
N�
1 1
9 3 4" O 11 1/4- 2
3/8' PLA T` 'X /a,
X X
1/4' (M
TOP
M1
1/2"
SECTION TWO PLY TRUSS THREE PLY TRUSS
W/4 -3/4' DIAM. BOLTS = 84750 W/4 -3/4' DIAM. BOLTS = 89940
(CONNECTION ##5)— SPECIAL BRACKET DETAIL "SDL -4"
N.T.S
SCHEDULE
MARK
DESCRIPTION
1
ANGLE 3' x 3' x 1/4' W/ EXTENDED LEG (Fy= 36KSI) SEE DWG.
2
STEEL PLATE 9 3/4 x 5 x 3 8 F == 36 KSI 2 MEM
STEEL PLATE 11 1/ x 5' x 8' 36 K 3 MEM
3
ONE(1), 5/8' DIAM. THRU BOLT
4
3/4' DIAM, HILTI KWIK BOLT II (CARBON STEEL), 4 REQ'D
5
PREFABRICATED TWO PLY TRUSS OR THREE PLY
6
19/32' EXTERIOR GRADE PLYWOOD
7
CONCRETE BEAM OR COLUMN (Fc =3,000 PSI)
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Alex Kondrat &Associates, Imo, ,��� -� ►1, , �
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t 8088
Miami, Florida 33188
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Ph. (788) 293 -2888 Fax. (788) 293 -2878
;•; � ' AT1-
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REG. No.
10, 154