HomeMy WebLinkAboutPLANSDRAWING LIST:
A-1
1st 4 2nd FLOOR PLAN
A-2
ELEVATIONS
AC-1
A/C PLAN
D-1
DETAILS
E-1
ELECTR IGAL FLAN
6-1
FOUNDATION 4 LINTEL PLAN
FLOOR 4 ROOF TRUSS LAYOUTS
6-2
FRODUCT APPROVAL 4 ATTACHMENTS
BUILDING ADDRESS:
PRODUCT MODEL " MANUFACT, GLASS ATTACI IMENT METHOD PRODUCT DES
DE-SCRIPTPRESSURE
SH-'100 IMPACT MASONRY OPENING
WINDOWS PGT 3/16" TEMP. 14" TAPCON 14" MIN, EMBED. 3%" FROM CORNERS +/- $0,0 PSI
RESISTANT 4 13" O.C., HEAD 4 SILL m 6" O.C., t 13" O.C, A JAMBS
N
PW-101 IMPACT O
FIXED GLASS PGT 3/16" TEMP, 4" TAPCON "MIN. EMBED. 311." FROM CORNERS 4 lay" O.C., HEAD 4 SILL . 6" O.C., 4 121t" O.C, a JAMBS +/- 80,0 PSI
Q RESISTANT
G
FD-101 IMPACT MASONRY OPENING
SWING DOOR RESISTANT PGT 3/16" TEMP, N' TAPGON IM" MIN, EMBED. 6" FROM CORNERS 4 24%" O,C„ +/- 15.0 PSI`:
HEAD 4 SILL • 1314' FROM CORNERS, 4 231b" O.C, o JAMBE
N MASONKY OPENING
�/ OHGD 8024/8124 WAYNE DALTON N/A 5/16' x 1V LAG SCREW AT EACH + 46,0 - 52,0 PS
IF
JAM A K T F
O
PRODUCT
MODEL "
MANUFACT,
ATTACHMENT METHOD
PRODUCT DESIGN
PRESSURE
MULLIONS
I" x HEAVY
PGT
r" x 14" EMS. TAPCONS
+/_ SO,O
IMPACT RESISTANT
ROOF
J.I"L L5 STANDING
SEAM AR
J,M, METALS
2 CORROSION RESISTANT "10 SCREWS PER CLIP,
METAL ROOOFF SYSTEM
YSTE
MIN, 3/16" PENETRATION THROUGH SHEATHING
SIDING
STUCCO
HURRICANE
PANELS N/A
JURISDICTION:
ST. LUCIE COUNTY
CODE: FBC 2004 W/ 2006 REVISIONS
PROJECT ADDRESS: PROJECT NAME
ARCHITECT/ENGINEER ROBERT FULLAN, ARCHITECT - REG, " AR0014S25
TYPE OF CONSTRUCTION: CBS FRAME
BUILDING DESIGNED: ENCLOSED * OPEN PARTIALLY ENCLOSED
WIND SPEED (3 SECOND GUST); 130mph 140mph *
EXPOSURE: C
INTERNAL PRESSURE COEFFICIENT ,IS
IMPORTANCE FACTOR: 1.0
MEAN BUILDING HIGHT < z 22 Ft
OVERHANG 1211 ROOF PITCH 2,5 /12
COMPONENTS t CLADDING WIND PRESSURES
ROOF DEAD LOAD 11 (METAL) (TILE)
FRAMED FLOOR LIVE LOAD 55 psf DEAD LOAD psf
SHUTTERS: YES NO
IMPACT RESISTANCE ASSEMBLY: YES * NO
A14r, 6
THIS STRUCTURE HAS BEEN DESIGNED
AND REVIEWED FOR COMPLIANCE OF
FBC 1606.1.4 FOR ONE OF THE FOLLOWING:
INTERNAL WIND PRESSURE
(Ins.)
WINDBORNE DEBRIS PROTECTION
IMPACT RESISTANCE GLAZING
(Int.)
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILIiV OF THE
CONTRACTOR OF RECORD
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE COOK&
PY SCY
FILE St. �.ucie Cnrintl
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FORWND—rRMIT
NICE
REVIEWED B
DATE
P
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
to
JU
N
�
L1
�
H
z
w-
wTL
zN
m�
r
O
�
VJ
REV/S/OHS
6/06/Ol
12/18/O'I
4/23/08 BDC
DR.4U/N: RFM/SA
DATE.• 11/11/05
✓OB"4 05191
SHEET
0 �-o
COVE'
2nd FLOOR PLAN
SCALE: 1/4" = 1'-0"
,AREA 5F
1st Floor Living
2nd Floor Living
9roI
1020
Total Living
ig81
Garage
Entry
Balcony
312
41
41
Total 21l
11-4"
3050 RND.
3030 F.G. TOP F.G. 3030 F.G.
_ _ - - - - - - - - - - - - -
- - -S 10030'011 W 22,29' -
4
I
2'-10"
;'Q a, CO
ti 0 / 3Y'. N �5 O S��P 15� LINE OF
�O?1Q�!-y O 2nd FLOOR
6 30
I=01'ER ry
8' 0" CLG
OPEN
/ ® 0 RAILING
.� 49
�4 Q WALL BELOW
/ / J ST4
\
Q / 2x4 BEARING WALL
R-II INSULATION
Q* r
CLOSET UNDER
STAIRS m GARAGE
FLOOR HEIGHT
GARAGE \
r 10' O" CLG \
\
\
p
/ DINING ROOM
8' O" GLG
86
8
W AST
BATH
8' O" CLG
3' 91
N I
--------- --- ------- I
I I
I
' I (2) SH 25
or
syx
$ I
---- -----PRCAST ELINTEL
I. HIS I
I
I 1
LIVING ROOM P I I
OPEN TO ABOVE `r Q 1
r
4
I
I
'
I
IN
I
m
li
Y
I
LINE OF
2nd FLOOR i cD
42" KNEEWALL
W/ IS" TOP
I �I
--------- ---- —---------- O I
O° ° i DW
----- a E I
KITCHEN 4
8' 0" CLG
\ \ \G<4ss ro� ryro
i
\ wic,
of
3 >9 30\ f
\
\
\
\
\
let FLOOR FLAN
SCALE: 1/4" = 1' 0"
SLEEPING ROOMS PROVIDE AN EGRESS
WINDOW WITH A NET CLEAR OPENING
OF 5 SQ. FT, FOR GROUND FLOORS,
5.7 SO. FT FOR UPPER FLOORS. OPENINGS
SHALL NOT BE LESS THAN 20'. OR 20'W
SILL NOT MORE THAN 44" ABOVE FLOC17.
I
�
I
4
Z O
.T,O'I
w u
I
I
i
I
, '
I
REF
_1� 2
_2
I
I
BEARING
WALL
I
I
EDROOM I Q
�
I w
I
B' O" GLG
0
o
M
W
i
150.
�
i
�
I
I
1
mi
=
I
\
\
I
\
I
1'-911/16" \
\
I
36" x 36" AC PLATFORM \
I
SEE D-I PAGE FOR DETAIL
\
\
\ 1
\ I
\
\ I
J
3/4" GDX TREAD / NOSING
1/2" GDX RISER
HANDRAIL o 36"
HIGH, SEE GUARD
RAIL DETAIL
FINISHED
(3) 2XI2 STRINGER
STAIR DETAIL
SCALE: ra" = I'
JOIST
BEAM
STAIR DATA:
15 RISERS 0 1,5"
TOTAL RISE - S'-4 3/4"
TREADS m 10"
(3) 2X12 STRINGERS
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
V I
Lu
q
u-
`�
LU
UJ
U
J
J
�
Luz�
m
r
�-
O
REVIS/ONS
6/O6/Ol
12/18/Ol
4/23/08 BDC
DRAWN: RFM/SA
DATE, 11/11/05
GHECKFD:
JOB ill 05191
5NEE7
AiIiiiiiiiiiiii
12
2,5 0
llill MAX, HEIGHT 22'-0"
T,O.B. 6 I,' 49<" A.F.F.
ON ZERO LOT
LINE SIDE ONLY
c0. 61.6
2nd FLOOR F,F, ee'-4%"
� let FLOOR CLG, m 8'-O" A.F,F,
------L-1�11_,--1----------------------- LZna-1---- ---
STUCCO
-__� 6::.____--_-.--_-___
FRONT ELEVATION
__63a1-----__).L____________________
,GALE: 1/4" = I' O"
� � � 0 C� •4,.,
-51.6
-- --- ----------------------------------------- -------------------
RIGHT ELEVATION
SCALE: 1/4" - I'-O"
F,F. 0 0'-0"
GRADE 4 -2' 0" A,F,F,
REAR ELEVATION
SCALE: 1/4" - 1'-0"
LEFT ELEVATION
SCALE: 1/4" - 1'-0"
THESE PLANS AND ALL PROPOSED WORT:
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
C�
11uA
w
`n
Lu
u.l
U
�
�z
lu
01
r
�o
I
w n
O
D
REYISlONS
6/06/O,
12/18/O,
4/23/08 BDC
ORAWN, RFM/SA
4),47F, 11/11/05
CHECKED:
JOB M: 05191
5NEET
AiIIiiiiii,2
2nd FLOOR AC PLAN
SCALE: 1/4" = I' O"
1st FLOOR AC FLAN
SCALE: 1/4" = 1'-0'
HIS
THESE PUNS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
H
U
CA�
Z a O
w d
v qw
cn �
J
�a
w
y
IL ;
d ,
w
m �
d
Z4D0N�o
U
�
j U o C w
u-a° �2w2
,rIT F LL F '
`LLD
O _
(y/ O j m 8 U
�1LLI •(:- o s a
441O WLaw
w�
O O 4 0 d 3
x Y
v.01
0. Lu
O a K
V /
Lu
ILL
T
TI)
U
cQ
W
J
�
Q
1�1
zN
r
O
DRAWN, RPM/SA
DArE: II/Il/05
CHECKED:
✓Or9"".• 05191
614EET
AG-1
n
DEL 2 T PLATE TIE BEA R ROOF EDGE T S. O a)
PRE-ENGINEERED WOOD BOND SEA
U ep
O O BEARING HEADER SCHEDULE Q (1
ROOF TRUSSES 024" O,C, SIMPSON S 4 !.�
SEE CONN. * EACH ST
W/ 6-IOdxl12 NAILS
METAL ROOF ON 30" BASE SCHEDULE O EDGE
FELT TIN -TAGGED (55 Ib, LOADING)
ON 15/32" EXT, GR, PLYWOOD WEDGE ANCHOR y/�O 3 ROOF
SHEATHING (MIN,) * 48" o.c.
SEE (MIN 4' EMBEDM T) 02 0
ELEV. E SEE TYP, OR TAPCONS At " O.C, RIDGE
WALL SEC O O O
HDR, SIZE
SPECIES
OPENING
JACKS
FULLSTUDS
(2) 2X6
S,P.F,
SAILING
Irod 012"o,c,
UP TO 3'-11
(2) 2X8
HEM/FIR
STAGGERED
166 ol2"o,c,
4'-O" TO 6'-O"
(1)
(1)
(2) 2X10
HEM/FIR
STAGGERED
Ibd ®12"o,a
6�-I" TO 8'-6"
(2)
(I)
(2) 2X12
HEM/FIR
STAGGERED
trod m8"o,c.
6'-'I" TO 16'-0"
(2)
(2)
V/
TRUSS ANCHOR 0 EA, IX4 BRIDGING 4 0"
TRUSS (SEE FRAMING PLAN) \ 6 S�OO•C• ESTUCCO ON PAPER BACK II4 2X4 s ps 2 2 O o NON -BEARING HEADER SCHEDULE11 1 � �N-
��
I'll-4� A.F.F.
T,O,B.
ICYNENE INSULATION
R-19 CMIN.)
a
U
WIRE LATH m Iro"
4g" STUCCO
•C•
If I
O
vfp
I I O
y 1
O
HDR, SIZE
SPECIES
NAILING
OPENING
JACKS
FULL STUDS
\\
C a
(2) 2X6
S.P.F,
STAGGERED
i6d o12"o,c,
UP TO 3'-lI
(1)
(1)
—
,1 I AI I
1, '-.�v-,I
JOIST HANGER OR I/2" XB 6
/1 J
0T
0
02
(2) 2X8
S,P.F,
trod STAGGER
12"o c1
4' O" TO 9'-8"
(1)
(1)
cif+L vcir G✓�� - ✓" �"` W FIBERGLASS FLOOR PRECAST WEDGE 2" ORS I / V�
VARIES V
SEE ELEV I ,COURSE BOND BEAM W/ OVER 3/4 T4G WASHER? M '1/4" (Y
STUCCO ON GALV, N,
LINTELS WASHERS
RIB -LATH 1 5 RODS CONT, X• OZONE I -USE Sd RING SHANK NAILS to 6 O,C,
•Ee" To Iz"7 2" u
/ O ZONE 2- USE Sd RING SHANK NAILS m 6" O.C, (MAx.1 °
CANTALEVER TRUSSES FOR OVERHANG SIMPSON sPHa
OZONE 3- USE Sd RING SHANK NAILS a 4 O,C, C
GALV, C,M,U, BLOCK CAP. 2"x8" PT FLOOR JOISTS a EACH STUD 5 d ' 6 a
W/ 10-IOdxIY= N � S k w � ; ~ m d
2X4 Pr NAILING PATTERN FOR ROOF HEADER Z y$ ®�gg3j ,AA a
BILL PL TE d g�•}0&a" ;5 a
SLAB
_. EXT, CEILINGS �" CDX W/ �B" 2X6 LEDGER ATTACH TO g ; u' � � � � ;0
J STUCCO ON PAPER BACK FRA E TO MASONRY WALL W/ REDHEADS 'h" m d °
WIRE LATH 6"EMB, To FILLED BLOCK
NOTE: ONE HOUR MIN. Y
ATT CHM =NT DETAIL 36" TALL HANDRAIL 24" O,C, mell
U ALE: v2' !=fo„ W/ INTERMEDIATE RAILS �4" PT PW �,"/FT. SLOPE
zoo LL
(MAX4 OPENING COVER SAME AS ROOF z o o A r o O
FIRE RATING ON ALL o" STUCCO o
EXTERIOR WALL-5 BETWEEN RAILS) 2X6 DECK JOISTS WITH TORCH DOWN O N 4
® 12" O,C. 2X6 EDGE BEAM O ;° a >
;i
T6" STUCCO ON 42" TALL GUARDRAIL t t IHRU BOLT E
8" C,M,U, W/ INTERMEDIATE RAILS ALL LUMBER PT O e
(MAX 4" OPENING 3/4" WOOD r
4" CONC, SLAB (2 i4" x 21/" TAPCONS BETWEEN RAILS) TREAD (MIN) 3 MINIMUM (EA. END t MIDDLE) .1O o w I LAYER 3/4" PLYWD, OVER /
16" PRE-ENGINEERED WE), / O _
fff ATTACH METAL BRACKET TO CONC, fn1,, j U
_ TOP CHORD BEARING WALL W/ TAPCONS (4) MINIMUM 3/16" 11 li-. O o m A 4
FLOOR TRUSSES
ATTACH PLYWOOD WITH 3" EMS. TAPcoNs W O p g
I" NOSI G 17 cn O z d
Sd COMMON OR rod
(MAX) (3) 2XI2 STRINGER /� �y- -}- /� � ° " �
ANNULAR 12" IN FEILD I° A/C PLATFORM FORM DETAIL AIL O 3 a � � d 6 AT EDGES O z � m
EXTERIOR PORCH/BALCONY DETAIL o
N.T.S. S TAIRIA4ANDRA11- DETAIL
a -414" A,F,F,
SECOND FLOOR F,F, 3/4" SC,4LE' IX8 PT ATTACHED TO BOND BEAM
W/ 3/16" X 1 1/4" TAPCONS 41 12" O,C,
I va"
z
LANDING F.F. 2X2 PVPICKETS" ATTACHED71 „
P.T, (2)2X10 WE). LEDGER W/ W1 2x8 MILLED GUARD RAIL i/2 CpX PLYWOOp
(4) r4" x 2�" WOOD SCREWS v w/ E S x z v2„ IXS PT W/ 2X4 WD BLOCKING
SCREWS (TYP)
5/8" ANCHOR BOLTS s 24" L 2' DRYWALL ON CEILING /--�
O,G, STAGGERED LJAND/NO (:: ARDRAIL DETAIL
2 COURSES 8" U-BLOCK W/I "5 CONNECT TOP OF BAY FRAMING a FLOOR_ARCHED OPENING DETAIL
BAR EA, COURSE, AT ALL TO TRUSS TAILS W/ SIMPSON HS
314 6C4LE SHEATING
OPENINGS USE PRECAST LINTEL W/ 10/10D NAILS PER STRAP 2X2 P\ PICKETS ATTACHED
TO TOP CHORD OF FLOOR SCALE: 3/4° a PO"
IN LIEU OF LOWER COURSE, TRUSS W/ (2) 1/4" x 3 1/2
SIMPSON SP4 � SCREWS (TYP)
ll pO 7
HANDRAIL DOES NOT FLOOR
g I6" O,C, MAX �V 5 COMPLY WITH ADAAf= TRUSS '' I Q
W/ (6) IOd NAILS ��'QQp�D\\' '11r MIN. 11r2"MIN• FF FILLED WITH GROUT / U :UNFILLED �-1-i z LL
-(\� Q ' 5/8 CDX SHEATHING
PER STRAP QF Q\ �1\ti Iva-1 uz •I Iva-1 vz ///�����, Ul
DOWEL LET QUANTITY OF 05 REBAR AT CC)
BOTTOM OF LINTEL CAVITYMETAL U
- 1c 0 \'v SP ER BRACKE AND FRAMINGIL 6-IUARDRA11- FRAMING C)Er & � w
314" SGALE L QUANTITY OF 05
SEE CONNECTOR �\�•\� 5 �� NOTE NOTE LOCKIN REBAR AT TOP Z �
SCHEDULE FOR Handrail mplles with Handrail compiles with STRINGER Aft
REQ'D, STRAP are maint adADAAG If �slona areG If
BLOCKING NOMINAL HEIGHT
I/2" DRYWALL EACH TRUSS SIMPSON SP4 EACH FINISH 01
STUD W/ (6) 106 NAILS
ON 1X2 P,T, WALL FINISH
STUCCO FINISH ON n PER STRAP
8" X S" X 16" FURRING 16 O,C.
OVER R4,1 INSUL• PLrwooD
GONC, BLOCK, SIMPSON MSTA 18 TREAD WALL OR
(TOTAL WALL ASSEMBLY=R5) W/ 5-I0D NAILS IN JACK SOLID RAIL
FILLED CELL AT CA IAGE CARRIAG CARRIAGE
ALL CORNERS, DBL 2X4 5-IOD NAILS IN HEADER SPA E SPACE
PRECAST CONCRETE SILLS TOP PLATE 5-IOD NAILS IN TOPPLATE NO STRI IGER FULL STRINGER NOTCHED STRINGER
AND SHOWN ON BY CAST-CRETE OR POURED
FOUNDATION PLAN o
CONCRETE SILLS
W/ "5 VERT. ROD
FROM FOOTING TO
BOND BEAM, S /R RAIL DETAIL
(TYPICAL) 2X STUDS m
WOOD BASE 16" O,C, h T.S.
4" CONC, SLAB
W/ 6X6 10/10 WWF OR
FIBER MESH S 1/2 EXP JT m 2X JACKS FOR HEADER
PERIMETER I JACK FOR 5'O" SPANS OR LESS HDOUDL
EADER
2 JACKS FOR 5 0 - 8 0 SPANS
3 JACKS FOR Sb" - 12'0" SPANS CONTINUO us
LEDGER
d-o" F.F. (ASSUMED) KIC
FLOOD PLAIN ELEV. 1.0' '•�
PLATE
P,T, 2X BOTTOM PLATE
W/ SIMPSON SP4
8" 4 8" CMU W145 DOWELS FROM U-BLK TO xxO�\� / 6 MIL v.P. m EACH
FOOTER IN POURED CELLS o EA, CORNER O� STUD 4 JACK -FILL ALL
4 6'O" O,C MAX FILL ALL CELLS, CARE NAIL HOLES JOIST
joll
HANGER
BE TAKEN WHEN BACK -FILL TO STEMWALL
(COURSES AS REQ'D - NOT TO EXCEED SIX.) 5—
PLATEKIC
DOUBLE
HEADER
4-0" A.F,F, 1/2" "J" BOLT OR
IIII 1/2" X 6" WEDGE ANCHORS DOUBLE
IIII = W/ 2" X 2" X 1/4" HEADER
WASHERS is 30" O,C, MAX,
0 o SEE PAGE 5-1 JOIST
FOR FOOTING HANG
16" W X 12" DEEP DOUBLE
MONO FOOTING HEADER
D W/ 2 05 RODS
CONTINUOUS LEDGER
TYPICAL WALL SECTION 0
TYP BEARING DETAIL
SCALE: N.T.S. SCALE: 3/4" =1'0" TAIR FRAMEING DETAIL
NOMINAL WIDTH (N �(
05 REBAR AT TOP o Q-
MIN, (U REQ'D J
t5�
-I/2" CLEAR
Q �
U:G.M.U.
a
d
- z
OUT
z
REBAR AT BOTTOM
OF LINTEL CAVITY
BOTTOM REINFORCING
ACTUAL PROVIDED IN LINTEL
8" (VARIES)
NOMINAL
WIDTH
BUB 8F8 8F12 8FIro
0 0 0 0
0 o REY/S/ONS
0 0 6/06/01
12/18/HT
DRA IN: RFM/SA
0 0 0 0 0 0 0 0
BF32 8F28 8F24 8F20 DATE: II/Il/05
GNECKED:
✓OBa: 05191
TYPE DESIGNATION SHEET
WORK Down. I
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
N.T.S. COMPLY WITH ALL APPLICABLE CODES.
W1ND0IU At DOOR BUCK DET,4/L6
EXTER/OR DOOR INDICATES 8" X 8"
COL. W/ (1) 05 0 ROD
CONT„ FILL W/ CONC,
2X4 PT BUCK
DOOR
WINDOW INDICATES 8" X 8"
COL, W/ (I) 050 ROD
CONT„ FILL W/ GONG.
1X4 PT BUCK
UIINDO[U
INDICATES (2) 8" X 8"
GARAGE DOOR COL, W/ (U 05 0 RODS
CONT, EACH CELL,
FILL W/ CONC. (OR
❑ 8" X I6" COL, BLOCK
W/ (2) "5 0 RODS 4
FILLED W/ CONC,)
2X6 PT "'2 SYP BUCK
OAR.4645 DOOR
ILIN00W t 2" EMBEDMENT 3116" X 3 114" TAPGON6
DOOR BUCK6 12" O,C, t 6" FROM END6
GARAGE DOOR 114" X 47-APCON6 12" 0,C, At 6" FROM ENDS OR
BUCK6 1121,X 6 LONG (1U6-1270 ) RED HEAD WEDGE ANCNOR6
m 24" O,C,
WINDOWS 4 DOORS INSTALLED PER MANUF, SPECS.
UNLESS OTHERWISE NOTED
USE* 10 STAINLESS SCREWS MIN, 3/4" EMB, INTO BUCK 12" O.C, 6" FROM EDGE
2nd FLOOR ELECTRICAL FLAN
SCALE: 1/4" = I'-0"
LIVING AREA IS89 S.F, 0 3W = 5961
PANEL SCHEDULE
NO,
BREAKER
COND.
CIRCUIT
WATTS
DEMAND
2P
A/C CONDENSER
AHU
I
2P60A
or,
HEAT
6500
I
2P50A
•6
RANGE / OVEN
12000
1
2P3OA
010
POOL PUMP
1640
1
2P30A
010
DRYER
5000
1
2P20A
012
WATER HEATER
4500
I
IP20A
012
LAUNDRY
1500
1
IP2OA
012
REFRIGERATOR
1200
1
IP20A
012
DISHWASHER
Ili&
I
IP20A
012
CEILING FANS
1440
1
IP20A
012
BATH EXH, FANS
'120
1
IP20A
012
DISPOSAL
864
1
IP20A
#12
WELL PUMP
1640
2
IP20A
012
APPLIANCES
3000
1
IP20A
012
GAR. DOOR OPNR.
600
IP15A
014
LIGHTS
5961
2
IF
SPARES
TOTAL
41641
6500
10000 0 100`0
10000
REMAINDER 0 409;
31641
12656
TOTAL WATTS 2V56
2SI56 - 240 = 121,40 AMPS
OVERHEAD
OR OPTIONAL
UNDERGROUND:
SERVICE
BY F.P.L.
FLEC7R/C�41- 1_0,4D C,4LCUL,4TON6
2" PIPE
i
ELECTRIC
METER
200 AMP MAIN BREAKER
30 CIRCUIT, 3W, I PH,
ELECTRICAL PANEL
A/C DISC,
(2) 4/0 AL , (I) 2/0 AL
2" CONDUIT
GFI OUTLETS PER PLAN 04 CU, GROUND
2PNF-NEMA 3R 240V A/C DRIVEN ROD 4 IH,B.
4 MAIN DISC, 0 PANEL GRADE
FOOTING STEEL
ALL WORK TO COMPLY WITH
NEC AND LOCAL CODES •4 COPPER GROUND
51_ECrR/CA1_ R16E)R CVA(:GR4M N, r S.
ELECTRICAL
SYMBOL
cable tv outlet
a
split receptacle
telephone
4
a/c disconnect
AC D191
exhaust fan
45
Pan outlet
F,O,
f lourescent I fight
garage door opene
electric meter
METER
electrical panel
a�
push button
recessed I fight
vapor proof I fight
®1
waterproof gfi outlet
WIZ
GFI
I fight
�
outlet
outlet 220v
outlet gfi
smoke detector
switch
$
switch 3 way
t,
LUI—LL_______________________________ �Q�LJ_LJ_LI
O '
f=z YER, `I LIVING ROOM
�. OPEN TO ABOVE
1 � �
\ OUTLETS IN FLOOR /
VERIFY LOCATION
` IN FIELD
,
1 a%
/ , \ CLOSET UNDER
STAIRS m GARAGE
\ - FLOOR HEIGHT
I k1
GARAGE v' 1
09 RF
I'
I \ L
1
DINING
ROOM
1
1
BATH \�
Aq
U1IC.
Ff�
**INTERCOM/CD/RADIO SYSTEM IN EACH
BEDROOM AND AS NEEDED
M.
It .il III
-- REF
3 0
4
0
1st FLOOR ELECTRICAL PLAN
SCALE: 1/4" = 1'-0"
ALL BEDROOM RECEPTACLES ARE EDUIRED
TO BE AFCI PROTECTED W5) NEC
GENERAL ELECTRICAL NOTES
I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE N,E,C,
AND SHALL CONFORM WITH THE FLORIDA BUILDING CODE.
2, ALL CONDUCTORS SHALL BE COPPER EXCEPT WHERE NOTED,
CONDUCTORS 08 AND SMALLER SHALL HAVE T.W. INSULATION.
CONDUCTORS LARGER THAN 08 SHALL HAVE T.H.W.
3. ALL BATHROOM RECPT, 4 OUTSIDE RECEPT, SHALL HAVE
GROUND FAULT PROTECTION NOTED AS GFI IN PLANS,
4, ALL MOTORS NOT VISIBLE FROM ELECTRICAL PANEL SHALL
BE PROVIDED WITH NONFUSIBLE SAFETY SWITCH,
5, ALL BEDROOMS RECEPTICALS SHALL HAVE
ARC FAULT PROTECTION
6, ENGINEER OF RECORD NOT RESPONSIBLE FOR
ELECTRICAL PLANS
-1, ALL BATHROOM EXHAUST FANS TO BE V,T,O,
VM
+ HB
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALLAPPLIOAIlLS CODES,
nU,LU
N
LU
U
ly_
' I'
Z
N
r
o
REV/S/ON5
6/06/Ol
12/18/OT
4/23/08 BDC
DR,4WN, RFM/SA
CAiE. 11/11/05
✓OB"4 051V 1
sheer
E-1
FOUNDATION PLAN
SCALE: 1/4" • 1'-0"
GENERAL NOTES
I, CONSTRUCTION SHALL FOLLOW "FLORIDA BUILDING CODE"
AS ADOPTED BY THE COUNTY AND AS APPLICABLE TO
THE AREA IN WHICH THE BUILDING IS TO BE CONSTRUCTED
WITH ALL APPLICABLE AMENDMENTS.
2. THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, 9TC.
SHALL VERIFY ALL DIMENSION, CONDITIONS AT JOBSITE,
PLANS, SPECIFICATIONS, ETC.
3. ALL WRITTEN DIMENSIONS ON THESE DRAWING TAKE
PRECEDENCE OVER SCALED DIMENSIONS.
4, STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS
WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION
PROGRESSES.
STRUCTURAL NOTES
1, DESIGN LOADS IN ACCORDANCE WITH FBC R CHAP. 3
2, SOIL BEARING CAPACITY: 2500 PSF (ASSUMED)
3. ALL STRUCTURAL CONCRETE SHALL HAVE A MINIMUM
COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS.
4, SLAB/FOOTINGS TO BE CONCRETE WITH MINIMUM
2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS,
SEE PLANS FOR SIZE AND STEEL REQUIREMENTS.
5. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
FOOTINGS: 3" BEAMS: 1-1/2" SUSPENDED SLABS, I"
6, LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS.
GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS.
1. ALL LUMBER IN CONTACT WITH CONCRETE OR
MASONRY SHALL BE PRESSURE TREATED.
S. ALL STANDARD LUMBER SHALL BE SPF " 3, HF " 3 OF STUD
GRADE W/ A MIN, Fb • 1200 PSI OR BETTER,
9, SPLITTING OR CRACKING OF STRUCTURAL COMPONENTS DUE
TO INSTALLATION OF HARDWARE IS NOT PERMITTED,
10. UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED
HARDWARE SHALL CONFORM TO THE MANUFACTURERS
INSTRUCTIONS AND STANDARD PRACTICE.
II, BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A
NUMBER EQUAL TO THE NUMBER OF PLIES OF THE BEARING MEMBER
WHEN THE BEARING MEMBER IS 2 OR MORE PLIES UNLESS NOTED.
12, ROOF SHEATHING TO BE NAILED WITH 8D GALV. }RING SHANK
NAILS OR EQUAL 4" O.C. EDGES AND 6" O.C. FIELD
13. UNLESS OTHERWISE NOTED FOR EXTERIOR WALLS, EXTERIOR PLYWOOD
SHEATHING 15 TO BE NAILED WITH IOD OR
BETTER NAILS 6" O.C. EDGES AND 8" O.C. FIELD.
14, FRAME TO MASONRY SEGMENT CONNECTIONS:
PT 2 X 4 MINIMUM TO MASONRY WITH ke DIAMETER 6" EMBEDMENT
WEDGE BOLTS I AT TOP AND BOTTOM 36" O,C, THEREAFTER,
IS, EXTERIOR CEILINGS - HIGH RIB LATHE 4 STUCCO
I&. ADDITIONAL TRUSS STRAPS MAY BE ATTACHED USING MSTA IS W/ 1
100 NAILS 4 (3) 3/16 X 2 1/4" TAPCONS EM5E[7. 2" MIN, IN BEAM
11. TRUSS CO, IS RESPONSIBLE FOR ALL TEMP. 4 PERMANENT LATERAL
BRACING. GABLE ENDS TO BE X- BRACED.
CF_I�
4" SLAB ON
STEM WALL
TYP. DETAIL
i
4"
:
(3) "5 RODS
i CONT, i
o 0 e"
24"
iTYPICAL DETAIL
FOOTING 4 SLAB
SCALE 3/4" = I' O"
L--------------I
LF_3J
16" x 12" MONO FOOTING
2 05 RODS CONTINUOUS
( TYP, EXT, J
I 1
4"
4"
0
o
e„
16"
TYPICAL DETAIL INTERIOR
BEARING WALL FOOTING
SCALE 3/4" = I' O"
1------------J
11'-4"
4" SLAB ON
STEM WALL
TYP, DETAIL
F.F.
a"
1 a I
I (3) "5 RODS I
GARAGE FLOOR CONT, '
4" 1
. .>mm
I 24"
TYPICAL DETAIL
EDGE w GARAGE
SCALE 3/4" = V O"
L- — - — - — _ — - — - — --
F-4
---------------------------
16" x IS" MONO FOOTING
2 "5 RODS CONTINUOUS
C TYP. EXT, )
TYPICAL DETAIL
FOOTING t SLAB
SCALE 3/411 = 1' O"
----------- - ---------------------
,
TO
OR
4" SLAB
OVER CL
NON OR<
DENSITY -
TO BE 1
PRIOR
3000
OVER 6 M
ALL FOOTING
2500 PSF Si
CONTRA
B NOTES
JITH FIBER -MESH
AN COMPACTED,
",NIC FILL TO S5%.
OIL BELOW SLAB
RMITE TREATED
O SLAB POUR,,,
'51 CONCRETE
VAPOR BARRIER
DESIGNS BASED ON
IL BEARING CAPACITY
:TOR TO VERIFY
2"VTR
it
5HWR. 2
3"VTR W,C. 3"
3"VTR 211VTR 'I r LAY, 1-1/2"
-Ir -Ir
WASHER LAY, 1-1/2"
2" TUB 2"
LT I-1/2" W,C, 3"
3"
LAV, 1-1/2"
3 2"VTR
'ir
2"VTR 5HWR. 2"
-1r
W,C, 3"
1-1/2 LT
LAY,
4"
211 TO 2ND
KIT, FLOOR
VENT
UNDER 311
CAB,
4"
4"
4" PLUMBING DIAGRAM
TO SEPTIC
TANK OR SEWER
4
mi
Q
v
I
3'-0 I I/16"
2nd FLOOR LINTEL PLAN
SCALE: 114" . I'-O"
CAST CRETE LINTEL SCHEDULE
MARK
LENGTH
ALLOWED
APPLIED
ALLOWED
APPLIED
SPECIFICATION
NO,
LOAD GRAV,
LOAD GRAV,
LOAD UPLIFT
LOAD UPLIFT
6'-8"
3120
500
1651
300
SRF14-15/1T
2'-10"
6113
4000
4460
2400
SFI6-IB/iT
�4
3'-6'I
(0113
I800
354-1
1100
SFI6-I5/IT
4'-6°
6113
500
2124
300
SFI6-IB/IT
-6"
2661
500
1634
300
8FI6-15/IT
1533
500
S14
300
SFI6-IB/IT
QS
13'-4"
1075
100
606
500
SFI6-15/IT
Q9
171-4"
C350
500
404
300
SFI6-15/IT
Ia
12'-0"
1254
1000
123
600
SFI6-1B/IT
FOUNDATION NOTES :
I, FOUNDATIONS ARE DESIGNED ON THE ASSUMPTION OF A MIN, SOIL BEARING OF 25001-15. PER SQ, FT,
2, IT SHALL BE THE OWNERS RESPONSIBILITY TO ASSURE THAT THE ACTUAL SOIL BEARING VALUE EQUALS OR
EXCEEDS THIS MIN. AND IF IT IS LESS, TO MAKE SURE PROVISIONS AS THE ACTUAL CONDITIONS MAY REQUIRE.,
3, ALL WORK SHALL 55 DONE IN ACCORDANCE WITH ALL PERTINENT, LOCAL, STATE, AND FEDERAL BUILDING REGULATIONS,
4, CONTRACTOR SHALL- VERIFY ALL DIMENSIONS PRIOR TO COMMENCING WORK,
5. COLUMNS, BEAMS, AND WALLS OR ANY OTHER STRUCTURAL MEMBER PENETRATING,
SLABS ON FILL SHALL BE ISOLATED BY PREMOULDED JOINT FILLER ( 1/2" THICK ) COMPLYING WITH ASTM B 1152 , TYPE I,
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REOUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES.
c n�
V/
ILL
S2
N
U
JU
-�
�
H
�z
w
z�
r
0
cn
��
O
V/
REV/S/OHS
b/06/O'I
12/18/01
4/23/05 BDC
DR4[UN> RFM/SA
D47E: 11/I1/05
CHECKED:
✓OBK• 05191
8/-1EET
5-1
I -s
8�1
2"
�a",,/-ia" IRON
i
I"
J2 x 36" IRON
3X ia" HOLES FOR LX 9/16" HOLES FOR
TEMP, FORMS 1S" CARRIAGE BOLTS
�a
8n 6n
BUCKI=T DETAIL
SCALE I" = I'-O"
P.T, (2)2XIO WD, LEDGER W/
5/8 ANCHOR BOLTS ® 2411
O.G, STAGGERED
TOE NAIL W/ (3) 16d NAILS
TO LEDGER —�-
USE HETA20 STRAPS a LINTEL END
BEARING —
WALL /
16" DEEP TOP CHORD BEARING
FLOOR JOIST 0 16" O,c,
3/5" STEEL
PLATE
HOLES DRILLED
9/I6" FOR
1/2" BOLTS
11' 444"
311 X 3"
STEEL
9' 411
1/2" BOLTS
eliro" FOR —
, ,!, HOLES DRILLED
5 3/4 3/0" STEEL
PT 2"x8" FLOOR J015T 6 12" o,c,
W/ SIMPSON HU28 HANGER
W/ 6-i X2514 TITEN TO BLOCK
t 4-1060/2 NAILS TO J015T
USE HET420 STRAPS
W/10-I0dxllh NAILS o LINTEL END
P,T. (2)2XIO WC). LEDGER W/
5/8 ANCHOR BOLTS a 24"
O,C. STAGGERED
STEEL LALLY COLUMN DETAIL i
SCALE: I" =1'O"
ROOF TRUSSES
jf l I I I • AG -I IRJ-----------------
I I
I I
� I I
16' DEEP TOP CHORD BEARING I I
FLOOR J015T O 16" o,c,
•/ SEE STEEL LALLY
COL. DET. 2
OPEN TO BELOW -
(2)2xIO BEAM TO CARRY :{
TOP CHORD BEARING
FLOOR TRUSSES 7
HUNG FROM TRUSS ABV.
5 1/2"xll 1/8" VERSALAM BEAM
TO CARRY TOP CHORD BEARING
FLOOR TRUSSES ! HUNG FROM I I
SEECSTEEL OL. PETLALLY
TRUSS AI OVE I I
I I
FARING
WALL
FLOOR FRAMING FLAN
5GALE: 1/4" - 1'-0"
V ERTIC
WEBB
MEMSE
TRUSS DETAIL
SCALE: 1/4" -1'0"
3" LALLY
COLUMN
FLOOR GIRDER
FLOOR GIRDER DETAIL
SCALE: 1/4" -1'0"
SEE BUCKET DETAIL
SHEET S-2
P.T, (2)2XIO LID, LEDGER W/
5/8' ANCHOR BOLTS A 24"
O,G, STAGGERED
F
Ln
0
lU
3%3
3/8" STEEL
PLATE
3 1/2" 3�1/2"L
HOLES DRILLED 1 —
9/iro" FOR o
1/2" BOLTS
(V
11' 49/' o
3" X 3" X 3/8"
STEEL COL.
211
g41 _
o AIt
0 i i
Np A ry O
1/2" BOLTS �*
9FOR o
HOLES
DRILLED • -^ �
3 I/4"
3/81 STEEL at( TOP VIEW
PLATE
STEEL LALLY CO UMN DETAIL 2
SCALE: I" =I'O"
— d
2.5 Ip
27'8------- {—
't N
itJ
z Ul
7
J 8
I
U
co
�
Al
v
A2
L
r
u
A
L
r
�
N
=
A
L
u
A
L
\ HS28-2
A 7
L
L
r
u
A
L
N
A9
L
r
4'3"6
RJ
A10
L
r
lu
cu
A11
L
r
L
Al2
r
A13
L
r
iv
A1
L
T
A4
15
r
A16
RJ
A17
<u
AIR
1'10"4
A19
X cc
J4
-J2
J4
JG6
J2A
ti
rr cu
� � 6
7,13„11�i
CONNECTOR SCHEDULE
TRUSS
I.D.
BEARING
POINT
TRUSS ACTUAL
UPLIFT
CONNECTOR
CONNECTOR
UPLIFT DESIGN
QUANTITY
ANCHOR TYPE
4 QUANTITY
NOTES
Al, Aro
MAS,
2311
HETA20
2500
2
14-I66
A2-A5
MAS,
193
HETA20
1805
1
10-1060/2
Al-AI9
MAS,
800
HETA20
1805
1
10-10dxli2
BI-BS
MAS,
1168
HETA20
1505
1
10-I0dXIV2
AGI
MAS.
roW
HETA20
1505
1
10-IOdxIV2
GI
MAS,
8823
VGT
88SO
2
(1) 5/B° THREADED ROD INTO CONC. EA.
w/ 32-SD5 44"x3" INTO GIRDER
MI -MS
MAS,
245
HETA20
1805
1
IO-IOdx1V2
TRUSS CO. W KOST
• ANCHOR TO BE EPDXY SET IN FILLED CONCRETE BOND BEAM
WITH 12" MINIMUM EMBEDMENT, PER MANUFACTURERS SPECS,
Vf I G Vr LA I ClU I �, �.
DATE OF CUT SHEETS 1/15/05
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
In
0
cu
�-•u
lJL
N
U
LU
z
w
z
N
TLr
0
0
REV/S/OHS
6/06/O'I
12/IS/OT
4/23/08 BDC
DRAG/N: RFM/SA
D,4rE: a/n/o5
CHECKED:
✓OB" - 05191
SIdEEr
8-2
In
e
L0
N�10
a
b
10" 14'3'10 �2 -� --7 8•
iu
a
N I
70
3 0
J 8
L7
co
J �
7
U
00
a
N
A2
A 3
L
I
(U
N
A
L
=
N
A5
H
S28-2
A7
N
A8
A
L
r
24'3'6
A 10
A l l
r
+
Al2
L
A 13
L
r
N
A14
L
r
�
N
A15
�'
A 17
fU\A1
R
1'10'4
y
A19
CO
iv
ro
pr
\�
J 4
,7'15
m
cu
7' 9' it v -{
;J2
'J4
;JG6
J2A
ti3
6'
r.
2'11'
a
UJ
0
110' 14'3'10 o—fit �� , 7'8"-
N 5R � CJ3B
WA ®/AW/®
DECK BY BUILI
b,
T
15
313
m
2.5 0
PRG�1��G��RP
�V
(L1 !rjCLI
BENM
7'9'11�{
ROOF & FLOOR TRUSS SYSTEMS
4175 MARTIN HIGHWAY PALM CITY, FL, 34990
OFF, (772) 286-3700
FAX (772) 288-4234
NOTE:
TRUSSES SHOWN ON THIS PLACEMENT PLAN ARE A COMPONENT
PART OF THE BUILDING AND SHOW TRUSS LOCATIONS
PROPER ERECTION, TEMPORARY AND PERMANENT BRACING
DESIGN ARE THE RESPONSIBILITY OF THE BUILDING
DESIGNER OR HIS ENGINEER.
LATERAL BRACING SHOWN ON THE INDIVIDUAL TRUSS
DRAWINGS MUST BE PLACED DURING ERECTION PROCEDURE.
AUTH❑RIZATI❑N AGREEMENT
U TRUSSES CANNOT BE FABRICATED UNTIL THIS
AGREEMENT HAS BEEN SIGNED AND RETURNED
THE LEGAL ➢ESCRIPTIM IF THE PROPERTY WHERE THE TRUSSES WILL BE INSTALLED IS:
THE UNDERSIGNED ACKNOWLEDGES AND AGREES:
1, TRUSSES VDLL BE MADE IN STRICT ACCORDANCE WITH THIS LAYOUT, WHICH IS THE S0.E AUTHORITY FOR
DETERMINING SUCCESSFUL FABRICATION OF THE TRUSSES,
2. ALL DIMENSIONS IN THIS LAYOUT HAVE BEEN VERIFIED BY THE UNDERSIGNED.
d UNLESS WRITTEN NOTICE IS PROVIDED BY CERTIFIED MAD_ TO W. KOST, INC. WITHIN TEN (10) DAYS OF DATE
Or DELIVERY TEE INIERSDTED AGREES THAT NO BAD(CHIPRGES VLL BE ALLOWED IN THE EVENT SUCH WRITTEN
NOTICE IS FURNISHED, W. KOST, INC. SHALL HAVE THREE (3) BUSINESS DAYS IN WHICH TO BEGIN REPAIRS REQUIRED,
OR HA E ARRANGEMENTS TO HAVE REPAIRS OBE OR TO SUBSl71UTE OTHER TRUSSES, AT W. KOST, BE OPTION.
A THE UNDERSIGNED ACKNOWLEDGES RECEIPT IF 9RB-91' TRUSS PLATE INSTITUTE.
5, DELIVERY IS TO JOB SITE. IT IS THE BUYERS RESPONSIBLITY TO TAKE THE JOB SITE SUITABLE FOR DELIVER
W. KOST, INC HAS THE SOLE AUTHORITY TO DETERHNE THE SUITABILITY OF THE JOB SITE OR A PORTION DE THE
JOB SITE FOR muvERY. V. KOST, INC. WILL BE RESPONSIBLE FOR BUMP DELIVERY ONLY, THE BUYER IS RESPONSIBLE
FOR ANY ADDITIONAL DELIVERY EXPENSES IF W. KOST, INC HAS TO REDELIVER BECAUSE JOB SITE IS NOT PREPARED
FOR DELIVERY OF TRUSSES. BUYER WILL ALSO BE RESPONSIBLE FOR ANY TONING CHARGES BE TO SITE CONDITIONS,
& PROF AS SEWN IN PARAGRAPH 7 IS SUBJECT TO OANGE IF ANY CHOOM ARE MADE TO THIS LAYOUT.
7. THIS IS A PURCHASE ODER TO W. MOST, INC. IF THE SUM OF E WHICH OELU➢ES SALES TAX.
INVOICE WILL BE NNE ON DELIVERY AND VILL BE PAID WITHIN TERNS AS REQUIRED BY W. KOST, INC. MANAGEMENT:
INVOICE MAY BE MADE AT SCFEMIED DATE OF DELIVERY IF BUYER CANNOT ACCEPT DELIVERY OF FABRICATED
TRUSSES. THE UNDERSIGNED AGREES TO PAY W. KUST, INC REASONABLE ATTORNEYS FEE FOR COLLECTIONS. IN
THE EVENT PAYMENT IS NOT RECEIVED WITHIN TERNS, 1 112-X PER MONTH SERVICE CHARGE WILL BE ADDED TO ALL
OUTSTANDING BALANCES
N SIN[TIRE OR INITIALS ANYWHERE ON THUS SHEET CONSTITUTES AGREEMENT TO ALL TEEMS HEREIN
9. IN THE EVENT OF ANY LITIGATION CONCERNING THIS AGREEMENT, THE ITEMS FURNISHED HEREUNDER OR
PAYMENTS REFERRED TO HEREIN, THE PARTIES AGREE THAT THE SOLE VENUE FOR ANY SUCH ACTION WILL DE
MARTIN COUNTY, FLORIDA
DATE N—
TITLE,
D❑ NOT CUT OR ALTER THESE
_ TRUSSES IN ANY WAY WITHOUT
WRITTEN PERMMISION FROM A
W. KOST INC, REPRESENTATIVE
ROOF DESIGN LOADS
(PSF)
TOP CHORD LIVE
30
TOP CHORD DEAD
15
B❑T, CHORD LIVE
0
B❑T, CHORD DEAD
10
TOTAL DESIGN LOAD
55
STRESS INCREASE
1.33
WIND LOAD
140
ASCE
7-02
CATEGORY
'C'
STATUS
CLOSED
211119
THE ENGINEERED TRUSS DRAWINGS
HAVE PRI❑RITY OVER THE TRUSS LAYOUT.
SEE DRAWINGS FOR GIRDER PLYS AND
REACTIONS,
MULTIPLE PLY TRUSSES MUST BE NAILED OR
BOLTED TOGETHER (PER ENG, TRUSS DWGS,)
BEFORE THEY ARE ERECTE]J,
TRUSS TO TRUSS CONNECTORS THAT
EXCEED THE STANDARD HANGER SPECS,
ARE THE RESPONSIBILITY OF THE BUILDER.
DUE TO ABNORMALITIES IN DESIGN, SLABS,
BEAMS, AND/OR LUMBER, W, KOST WILL NOT
BE RESPONSIBLE FOR ANY DEFLECTI❑N IN
GIRDER TRUSSES OVER 20'-0' IN LENGTH OR
COMMON TRUSSES OVER 30'-0' IN LENGTH!!!
VE PLANS AND ALL PROPOSED WORK TRUSS LAYOUT FOR:
ESUSJECT TO ANY CORRECTIONS
CUIRED BY FIELD INIPKCTORS THAT
,WOE 1,16CESIARY IN ORDER TO CUSTOMER
L ,NPLY WITH ALI. APPLICABLS CODES. J A M E S N E W M A N C❑ N S T,
JOB NAME
WISMER RESIDENCE
Approved forUyoutQ* LOT/BLK/SECT
Tnos Respon IN, or dural Des, n LOT 729 NETTLES I S L,
Y �� ADDRESS
CITY
ST, LUCIE COUNTY) FL
PLAN SCALE+ 1/4"=1'0"
A W C\01-15-08\F,\ ALPINE\JOBS\ 5639\5639,DW G
--�'0y
2-10" 2'-0" l'-8" 2'-O" 2'-10"
8,/Zn 6i_3n 8�2,i
- -------- --------- -
I
--'� ■ �� ECAST IN EL �� ■ ■
ry
4 7—
♦ / `�__ ♦ / / EF 4
i iF-4 , i i �3 ♦ i i 7
� • I 1
4O• ,
8/ / / / 4 ��Ti: , I ■ I
1
4n 11 4"
/ 4" LINE TO ' , 4"
/ 2nd FLOOR,, �io o pUl
F-4 1 I a
A
� I I
r -1 3, F_4� ; ■ I
i
LF-2
I
, I I
F-4
b" [F-4],
♦ / � I I
4b„ ' r i ■ I
p., ♦ R
♦ Ll
17
I I
■
0
4/,z /\// fig_ ,�/\/ �v i ■ ; _
4' ♦ '� I I I I �n
ba O I f
I I
FOUNDATION
L //��. I yI 1�VI �/■y� an I CLAN 4. ` ♦ l5p. I ■
CF_4�
SCALE: 1/4" - 1'-0" -
GENERAL NOTES
I. CONSTRUCTION SHALL FOLLOW "FLORIDA BUILDINC9 CODE"
AS ADOPTED BY THE COUNTY AND AS APPLICAPLE TO
THE AREA IN WHICH THE BUILDING IS TO BE CONSTRUCTED
WITH ALL APPLICABLE AMENDMENTS,
2, THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ETC.
SHALL VERIFY ALL DIMENSION, CONDITIONS AT JOBSITE,
PLANS, SPECIFICATIONS, ETC,
3, ALL WRITTEN DIMENSIONS ON THESE DRAWING TAKE
PRECEDENCE OVER SCALED DIMENSIONS,
4, STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS
WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION
PROGRESSES,
STRUCTURAL NOTES
1. DESIGN LOADS IN ACCORDANCE WITH FBC R CHAP, 3
2, SOIL BEARING CAPACITY: 2500 PSF (ASSUMED)
3. ALL STRUCTURAL CONCRETE SHALL HAVE A MINIMUM /
COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, I/
4. SLAB/FOOTINGS TO BE CONCRETE WITH MINIMUM
2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS.
SEE PLANS FOR SIZE AND STEEL REQUIREMENTS,
5. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
FOOTINGS: 3" BEAMS: 1-1/211 SUSPENDED SLABS: I"
6, LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS.
GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS, II
1. ALL LUMBER IN CONTACT WITH CONCRETE OR
MASONRY SHALL BE PRESSURE TREATED.
S. ALL STANDARD LUMBER SHALL BE SPF " 3, HF " 3 OF STUD
GRADE W/ A MIN, Fb - 1200 PSI OR BETTER.
9, SPLITTING OR CRACKING OF STRUCTURAL COMPONENTS DUE
TO INSTALLATION OF HARDWARE IS NOT PERMITTED.
10, UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED
HARDWARE SHALL CONFORM TO THE MANUFACTURERS
INSTRUCTIONS AND STANDARD PRACTICE.
11, BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A
NUMBER EQUAL TO THE NUMBER OF PLIES OF THE BEARING MEMBER
WHEN THE BEARING MEMBER IS 2 OR MORE PLIES UNLESS NOTED.
12, ROOF SHEATHING TO BE NAILED WITH 8D GALV. RING SHANK
NAILS OR EQUAL 4" O.C. EDGES AND 6" O.C, FIELD
13, UNLESS OTHERWISE NOTED FOR EXTERIOR WALLS, EXTERIOR PLYWOOD
SHEATHING IS TO BE NAILED WITH IOD OR
BETTER NAILS 6" O.C. EDGES AND 8" O,G, FIELD.
14, FRAME TO MASONRY SEGMENT CONNECTIONS:
PT 2 X 4 MINIMUM TO MASONRY WITH 19" DIAMETER 6" EMBEDMENT
WEDGE BOLTS I AT TOP AND BOTTOM 36" O.C. THEREAFTER,
15. EXTERIOR CEILINGS - HIGH RIB LATHE t STUCCO
16. ADDITIONAL TRUSS STRAPS MAY BE ATTACHED USING MSTA 18 W/ 1
]OP NAILS < (3) 3/I6 X 2 1/4" TAPCONS EMBED. 2" MIN, IN BEAM
11. TRUSS CO, IS RESPONSIBLE FOR ALL TEMP. t PEFRMANENT LATERAL
BRACING. GABLE ENDS TO BE X- BRACED,
i
---- E -11 ---
4" SLAB ON
STEM WALL
TYP, DETAIL
- Irm0
(3) "5 RODS
/CONT, i
,
YPICAL DET IL
FOOTING 8 SLA
SCALE 3/4" = 1'
-— - — - — - — - - - ---
------
L —3J i 16" x IS" MONO FOOTING
16" x 12" MONO FOOTING i 2 05 RODS CONTINUOUS ;
2 05 RODS CONTINUOUS I (TYP. EXT.) ;
I I
( TYP. EXT. J
4"
I
I ,
O 0 e"
° °
I I
I ,
16 I i 16 �
TYPICAL DETAIL INTERIOR TYPICAL DETAIL
BEARING WALL FOOTING I FOOTING 4 SLAB
SCALE 3/4" = 1' O" SCALE 3/4" = I' O"
------------------- ----
yi----------- t- ------ -t
-2
3'-9 21l32" 4' O"
l'-9 21/32"
r —
L F-2 J
16" x 12" MONO FOOTING
1 2 "5 RODS CONTINUOUS 1
C TYP. EXT.) 1
I 1
1 4" 4" I
1 41,1
I 1
1 ° ° 1
Ir 8"�1-1E a,.- 1
I I
TYPICAL DETAIL 1
EDGE 6 GARAGE
L - - SCALE 3/4" - I' O" - - J
To
OR
S(.
Ople
PLANS SUBJECT
B ECT TOALL PROPOSED WORK
ANY
IRED By FIELD IN CORRECTIONS
BE NEC INpy SPECTORS THAT
.V WITH ALL APP IN ORDER TO
APPLICABLE CODES.
60
o
��dv
N`' p pt °N OF MpQ
OF K�N,rI%
SL415 NOTES
4" SLAB
UITH FIBER -MESH
OVER C
AN CC)MPACTED,
NON OR
NIC FILL TO 955%
DENSITY-
OIL BELOW SLAB
TO BE T
RMITE (TREATED
PRIOR
O SLAt• POUR...
3000
SI CONCRETE
OVER 6 MI
VAPOR BARRIER
ALL FOOTIN
DESIGNS BASED ON
2500 PSF S
'IL BEARING CAPACITY
CONTR
TOR TO VERIFY
3"VTR
-Ir
lUABNER
2"
LT 1-1/2 , U
SHWR. 2"
V
3"VTR W.C.13"
2 VTR ,Ir LAV.
4"
4" PLUMBING DIAGRAM
TO SEPTIC
TANK OR SEWER
(13
2nd FLOOR LINTEL PLAN
CAST CRETE LINTEL SCHEDULE
MARK
LENGTH
ALLOWED
APPLIED
ALLOWED
APPLIED
NO,
LOAD GRAY,
LOAD GRAV.
LOAD UPLIFT
LOAD UPLIFT
SPECIFICATION
3120
500
1651
300
SRF14-15/IT
Q
2'-10"
6113
4000
4460
2400
6F16-IB/IT
Q
3'-6"
6113
1800
3541
1100
8FI6-15/IT
4'-6°
6113
500
2124
300
SF16-115/1T
O
1' -0
2661
500
1634
300
SF16-15/IT
101-6"
1533
500
S14
300
SF16-1B/IT
QS
13'-411
1015
100
606
500
81=16-15/1T
Q9
11'-4"
C350
500
404
300
8FI6-I5/IT
l0
12'-O" 1
1254
1000
123
600
8FI6-15/1T
FOUNDATION NOTES :
1. FOUNDATIONS ARE DESIGNED ON THE ASSUMPTION OF A MIN. SOIL BEARING OF 250OL5. PER SQ, FT,
2, IT SHALL BE THE OWNERS RESPONSIBILITY TO ASSURE THAT THE ACTUAL SOIL BEARING VALUE EQUALS OR
EXCEEDS THIS MIN. AND IF IT IS LESS, TO MAKE SURE PROVISIONS AS THE ACTUAL CONDITIONS MAY REQUIRE,
3. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL PERTINENT, LOCAL, STATE, AND FEDERAL BUILDING REGULATIONS.
4, CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO COMMENCING WORK.
5, COLUMNS, BEAMS, AND WALLS OR ANY OTHER STRUCTURAL MEMBER PENETRATING,
SLABS ON FILL SHALL BE ISOLATED BY PREMOULDED JOINT FILLER ( 1/2" THICK ) COMPLYING WITH ASTM B 1152 , TYPE I.
SCANNEo
St.Luce Cotanty
6&v-61&0
Q
U�
Z
N Q
X e
a
w
y
2
V of �.� �'��
m
•IUIyy� yy m
ppQ~ao
.J`W
�aaa•gQ83
`083V
;°ga�3 :���
Qm�
x
i
-
S� P
d
d
:Q
z U
C O
N
O
�1
s
0 am-m°a
u
o
W
O g o
u
}-
o
W
_
(
>80
Ocn
0
z
0
� Y
alga
O ma�a
ff.0
O z
w
o
I�
Lu
1L
LU
J
z
LU
LuzN
6"
1—
r
U
V,
J
REvIS/OHS
6/06/01
12/18/01
4/23/08 BDC
6/2o/o8
DR.4lUN: RFM/SA
DATE: II/I�/o5
GNECKED:
✓06 ": 05191
sNEEr
6-1