1632 Beach Ave-coughlin 2009 71 P-4$1
40'-1Y2" 7'-1 QY2 23'-4pp
)ST F-2.5 F-2.5
0
P AWAY
ST THICKEN SLAB TO %-00
36-SQ. X 12'D W/ (3)
#5 EACH WAY BOTTOM CF-3.0
7
CONC. WITH
V/ (3) #3 TIES E.J. E.J.
0
4-4
THICKEN SLAB TO 24"W X 12'D o
TRENCH BELOW SLAB TO RE R TO DETAIL "H/S-7" tc") SIM.
EXTERIOR WALL FOR DOWNDRAFT CN
0 EXHAUST OF RANGE
EACH DIRECTION 0 2'-4"1 LL-
)OD POST c1q 0 1 1 C)
I F --1 7 7'-2j)/2 SLOPE 2"
LL- 0 -6
6X6 WOOD POST- 4
0
0
S-7 0,1 014 1
I
Lj
L
-A- -1 0
E.J.
r
x
u (o -------- ------
F
L 6X6 WOOD POST
CONT TO LOW ROOF
QF-2.0 6X6 WOOD POST CF-2.b rik T
0 CONT TO LOW ROOF L
11 11 � M-,/ El
E.J.
I T)j ro
C.J C.J C.J (CONTROL JOINT) mrimi-X- 11 I m I I I I I w I I I ITT A I I I I I - - - - -- I 1 0 1 1 1 0 1w
LL-
CONT. P.T. 2X12 LEDGER W/ X2 11,1\04 SLAB TO CF-2.0-
WOOD POST "0 EXP. ANCHORS AT 12" C,'C 36"SQ. X 16"D W (3) CF-2.0
"H2.5" TYP STAGGERED TOP AND BOTTOK
TYPICAL AT "DECK" FRAMING #5 EA H WAY BOTTOM
co
TH CKEI
FE 1 36�SQ
# C
5 EAC
-7� 0 FOR
12"X12" CMU 4" CONCRETE SLAB W/
C) I I I
6X6 - W1.4XW1.4 F ATS 2P-4" 0
F PT 2X12 EACH SIDE OF POST ON COMPACTED & Qt D FILL 2
04 ;�,,-- W/ (2) 1/2"0 THRU BOLTS T/SLAB EL. 2'- co T
I
IF r AT EACH POST LOCATION --3 -cN NOT
ci
29-4" u
"LUS21 0" TYP "LUS21 0" TYP
�4� �5 VERT W1
3 3 EQUALLY
SPACED TIES L E-3.0
m F imi ---- -- m 1 1ri iff
CE-2.0 CE-2.0
PT (2) 2X12 W/ (2) 1/2" BOLTS L
AT POST LOCATIONS CE-2.0
PT 2X12 0 12" C/C
E-3.0 E-3.0
-i r -1 F - -1
I /r 1
FOOTING F 3.0 +r
SEE PLAN FOR J
SIZE & REINF. L .�J L
F-1-0 E-3*0 E-3.0 E-3.0 E-3.0 P.T. 6X6 WOOD POST ON
"H2.5" TYP (2) 12X12 CMU PIER
WITH "CB66" POST BASE
P.T. 8X8 WOOD POST W/ PT (2) 2X12 W/ (2) 1/2" BOLTS TYPICAL FOR 4
"CB88" POST BASE ON AT POST LOCATIONS
12X12 CMU PIER W/ (4) PT 2X12 CH SIDE OF POST
#5 VERT & (2) #3 TIES W/ (2) 1 2"0 THRU BOLTS
TYPICAL AT EACH OST LOCATION
CONT. P.T. 2X12 LEDGER W/ X2
0 EXP. ANCHORS AT 12" C/C
5'-3- 12'-0" 1 V-8" L 1 V-8" L 61-8" 6'-2' 6 1-8 5'-11 11 STAGGERED TOP AND BOTTOM
TYPICAL AT "DECK" FRAMING
21'-0" -8.1-40' 27'-0"
NOTES
1. SEE SHEET "S-7" FOR
2. VERIFY ALL DIMENSIONS
3. REFERENCED FINISHED F
FIRST FLOOR SLAB AND FOUNDATION PLAN� (TOP OF SLAB ELEV. 2'-'4") REFER TO CIVIL DRAWIN(
T CONNECTOR SCHEDULI� SCALE: 1/4" V-0" 4. TOP OF EXTERIOR FOOTI
5. COMPACT SUBGRADE TO
FLORIDA PRODUCT DESIGN DENSITY PER ASTIVI D15,
REMARKS APPROqAL NUMBER LIMITATIONS 6. FOOTINGS ARE CENTEREI
FLOOR/SLAB 7. SEE "A/S-7" FOR TYPIC
'8"0 ANCHOR USE WHERE NOTED IN DRAWINGS FL474.21 8. SEE "B/S-7" & "C/S--
'�'f ' - EXPANSION JOINT (E.J.)
'8"0 ANCHOR USE WHERE NOTED IN WWINGS FI-474.22 9. PROVIDE PRECAST PRES-
'8"0 ANCHOR USE WHERE NOTED IN DIkAWINGS FL1 725.1 AS SHOWN IN TYPICAL L
10. PROVIDE TYPICAL BOND
5/8-0 ANCHOR USE WHERE' NOTED IN I5kAWIWGS FL1 725.2 F00T1,kw-"`* SCHEDULE DETAIL -A/S-2".
NONE USE WHERE NOTED IN DWINGS FL474.36
MARK SIZE REINFORCEMENT REMARKS
NONE USE WHERE NOTED IN DRAWINGS FI-474.37
NONE USE WHERE NOTED IN DRAWINGS FL474.39 F-1.5 1'-6"0x3'-0" SEE DETAIL "B/S-1- PROVIDE MIN 6" COVER Of WOOD POST ALL AROUND LEGEND
NONE USE WHERE NOTED IN DRAWINGS FL474.41 F-2.5 2'-6"Ox3'-O" SEE DETAIL "B/S-1" PROVIDE MIN 6" COVER OF WOOD POST ALL AROUND INDICATES G1
0 - 0 SEE PLAN Al
NONE USE WHERE NOTED IN DRAWINGS FL 1218.6 W/ 12X12 CMU PIER W/ (4) #5 VERT TYP. UNO
NONE USE WHERE NOTED IN DRAWINGS FL1 218.7 F-3.0 3'-O"x3'-O"xl 2" 3-#5 BOTTOM E.W. TOP OF PIER 6" MIN ABV GRADE 8" CMU WAL
I 1= AT 48" C/C
NONE USE WHERE NOTED IN DRAWINGS FL 1218.8 CF-2.0 1'-0"X2'-0"XCONT. (3) #5 TOP AND BOT W/ #3 @ 24" C/C TRANS.
'8"0 ANCHOR 0 4X4 P.T. WO
USE WHERE NOTED IN DRAWINGS FL503.20 CF-3.0 1'-O"x3'-0....xCONT. ' (4) #5 TOP AND BOT W/ #4 @ 24- C/C TRANS. CAP. TYPIC)
TO ANCHOR USE WHERE NOTED IN DRAWINGS FL1 423.15 6X6 P.T. WO
CAP. TYPIC)
'8"0 ANCHOR USE WHERE NOTED IN 'DRAWINGS FI-503.27
'8"0 ANCHOR USE WHERE NOTED IN DRAWINGS FL503.26 8X8 P.T. WO
& ,C/S-1
'8"0 ANCHOR USE WHERE NOTED IN DRAWINGS FL503.28
INDICATES S1
W/ NAI LS @
ANUFACTURER'S INSTRUCTIONS. "HTT22" HOL
RE INDICATED THUS 9 ON PLANS
TOP OF FINI
61'-8"
29'-1 lY2" 3 1 8Y2"
r-———————— — ———— ———— ———— — ——— — ——————— —————————— ———— ———— — —
2X12 0 16" C/C STAIR (2) 2X12
2X4 STUDS 0 16- C/C LANDING FRAMING
SEE PLAN & GENERAL NOTES.
SHEATHING 0 INTERIOR SHEAR WALLS.
2 X 4 0) 16" C/C
C
w/ "A35" @ EA. END 2X12 FO()R JOIST @ 7�
(2) 2X12 STAIR STRINGERS
FLOOR JOISTS
Lo
IT
V 2 X
4 @ 16" C/C
w/ "A35" 0 EA. END IL ———
SHEATHING @ INTERIOR SHEAR WALLS. FF
SEE PLAN & GENERAL NOTES.
2X4 STUDS @ 16- C/C
E) 1
%R WALL TO UNDERSIDE OF SHEATHING.
- - -- CN -m 9LLL-T I I m I I 7-M7Wt-I I I I Im mi
�lcll
MING ANCHORS
---- -----------
EAR WALLS RUNNING — ———— -
ISSES. FF- - --- ---
REFER TO SHEET ))S—,3pp
IL I I I
lEAR WALL CONNECTION FOR FRAMING THIS AREA
SECOND FLOOR LEVEL
AND LOW ROOF
=�j
Lo
/ n
nil
----------------
Ll I
---L -----------
CONT P.T. 2X8 W/
—1/2-0 ANCHOR BOLTS
AT 24- C/C TYPICAL
ObTOP OF CMU
EL =8'-8"
CONC. FILL STANDARD
CMU BOND BEAM W/
1#7 CONT. TYP. L- —— —— — ——— -— —— —— ———————— — — —— —— —— —— ———— ———————— —— —— ———— ——————
FULLY GROUTED PRECAST
PRESTRESSED "U-SHAPED"
LINTEL W/ #7 CONT. BREAK 56'-4"
BOT. SHELL TO RUN #5
VERTICAL THROUGH.
R LINTELrB -
S-2 CONT P.T. 2X8 W/
1/2"0 ANCHOR BOLTS
AT 24- C/C TYPICAL GUEST ROOM FLOOR FRAMING PLAN
(TOP OF FLOOR ELEV. 8'-10 1/2")
0
ToTOP OF CMU z SCALE: 1/4" l'-O"
EL — 1 l'-4"
P
CONC. FILL DBL STD NOTES
CMU BOND BEAM W/ LEG E
-A
1#7 CONT. T & B 1. SEE SHEET "S-7" FOR GENERAL NOTES AND DESIGN CRITERIA
TYPICAL 2. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS.
3. REFERENCED FINISHED FLOOR ELEVATION = 0'-0- (ASSUMED) 0 4X4 P.T
-7"FOR TYPICAL CMU WALL REINFORCING.
8" CMU WALL 4 SEE "A/S
CONT P.T. 2X8 W/ TYP. WALL REINF 5. USE P.T. HEADER. SEE DETAIL "D/S-7" 6X6 P.T
6. PROVIDE PRECAST PRESTRESSED "U" SHAPED LINTELS OVER
1/2-0 ANCHOR BOLTS
WALL OPENINGS AS SHOWN IN TYPICAL LINTEL "A/S-1". INDICATE
AT 24- C/C TYPICAL
7. PROVIDE TYPICAL BOND BEAM ON TOP OF ALL CMU WALLS SEE PLA
AS SHOWN IN DETAIL "A/S-2".
SEE DETAIL SHT "S-7" EXTERIOl
INTERIOF
8" CMU
AT XX"
CONC. FILL DBL STD
CMU BOND BEAM W/ TOP OF
CONC. FILL DBL STD 1#7 CONT. T & B REFER T
CMU BOND BEAM W/ AT FLOOR JOIST ELEVATION
1#7 CONT. T & B
TYPICAL INDICATE
W/ NAI L
J WALL HTT22"
,LL REINF
FAIL SHT "S-7" WALL AE
2X12 FL
AM ( A DETAIL (' c
��S-J2 NOT TO SCALE LS-2)
PROVIDE P.T. 2X10 LEDGER W/
1/2"0 LAG BOLTS STAGGERED
AT 16" C/C TOP AND BOTTOM
USE (2) 2X10 BLOCKING BETWEEN
STUDS - TYPICAL
61'-8"
1. 2 6'-4Y2"
2X6 OUTLOOKERS AT 24" C/C 29'-1 1Y2" 31'-8
REFER TO GABLE END DETAIL ON y2"
SHEET "S-8".
2X� SLOPED RAFTERS AND CEILING JOIST @ 24" C/C
RETR TO IDETAILI "A/ST"
24" [EEP IJILOOR bRDER1 I I 1 11 J.
0
IT 2Xd RIDGE
Lo -
_,'E F E_4 TO SHEET "S-2
cq SEE +E #1 1 TRAMING THIS AREA
JEST ROOM LEVEL
@
00
t _f13 I 24"DEEP.-FLP GUZDER
Bf IDGINI TYf ICAL I I 1 11 1 T L
L f f _T_ __"�-
I r
04
El N
*'TE]#1 !
f 7G
24-
IFIF __1 FF_ SEf NOTI 4 1 1 1 1
L _J L ji Ll
00 z Lr_ 110,
-I -D
(o Ld
-1�- 4 -41 -1
24" DEEP PREf7ABRICATED FLOOR JOISTS @ 24" CIC (REDUCE SPACING TO 12" C/C @ CANTILEVERED FLOOR JOISTS)
12
LOuf 4 _-__3 T�3
L
LL_ ::3
0
af
(xo
Z "J
-A:4L-- —I-- — — 4- _l__— -4 — — 4- —
ill I -w I Iff
r r
04 C11
PROVIDE P.T. 2X10 LEDGER W/ L L
1/2"0 LAG BOLTS STAGGERED P.T. 2-K8 JOIET @ 4" C/C
AT 16- C/C TOP AND BOTTOM 00
USE (2) 2X10 BLOCKING- BETWEEN
STUDS - TYPICAL 2X6 RAFTERS AND CEILING JOIST @ 24" C/C
8X12 WOOD BEAM TYPICAL
19'-5y4"
8X12 WOOD BEAM TYPICAL 8X1 2 WOOD BEAM TYPICAL
56'-4v'
SECOND FLOOR AND LOWER ROOF FRAMING PLAN (TOP OF FLOOR ELEV. 13"-6 1/4-)
2x8 RIDGE BEAM. USE (2) SIMPSON SCALE: 1/4" V-0"
MTS12 EA. END TYP. FOR HIP
"LSSU28" LIGHT SLOPEABLE
'U' HANGAR BY "SIMPSON". NOTES
1. SEE SHEET "S-7" FOR GENERAL NOTES AND DESIGN CRITERIA LEGEND
2X8 SLOPED ROOF RAFTERS 2. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS.
AT 24" C/C 3. REFERENCED FINISHED FLOOR ELEVATION = 0'-0" (ASSUMED)
12 4. PROVIDE DOUBLE FLOOR JOIST BELOW ALL SHEAR WALLS. P.T. 6X6 WOOD POST
5. DESIGN CANTILEVERED 2nd FLOOR JOIST FOR A DL 350 PLIF
4 AND LL = 750 PLF ACTING AT END OF CANTILEVER. P.T. 8X8 WOOD POST E
SPACING @ 12" C/C
1/2-0 THRU BOLT AT 6. REFER TO LOWER ROOF FRAMING SECTION A/S-3
EACH RAFTER/CEILING JOIST I EXTERIOR LOAD BEARINI
2X6 CEILING JOIST @ EACH RAFTER (24- C/C) TYPICAL INDICATES SHEAR WALL
W/ NAILS @ 8" C/C It
--� 2X6 DBL. TOP DOUBLE FLOOR JOIST E
PLATE TYP. iz
STUD WAL' TYP. "HTT22" HOLDDOWN LO,
2X6 0 24- C/C 41 PRE-ENGINEERED FREF)
HORIZONTAL PROJECTION HORIZONTAL PROJECTION
SPAN - REFER TO ARCHITECTURAL DRAWINGS ROOF RAFTERS
LOWER ROOF coNVENTIONAL ROOF FRAMING SECTION("'A
NOT TO SCALE ��S-J3