HomeMy WebLinkAboutBuilding Plans 7-24-2006DRAWING LIST.0
A-1
FLOOR PLAN
,4_2
2nd FLOOR 4 ELEVATIONS
ELEVATIONS
C-i
AIC FLAN
D-1
DETAILS
ELECTRICAL
E-1
6-1
FOUNDATION PLAN
6-2
TRUSS LAYOUT
JURISDICTION: ST. LUCIE COUNTY
CODE: FBC 2004
PROJECT ADDRESS: PROJECT NAME
ARCHITECT/ENGINEER ROBERT FULLAN, ARCHITECT - REG, * AR0014925
TYPE OF CONSTRUCTION: CBS_ FRAME
BUILDING DESIGNED: ENCLOSED * OPEN PARTIALLY ENCLOSED
WIND SPEED (3 SECOND GUST): 130mph 140mph
EXPOSURE: B
INTERNAL PRESSURE COEFFICIENT -15
IMPORTANCE FACTOR: 1.0
MEAN BUILDING NIGHT S 22 ft
OVERHANG SEE ELEV. ROOF PITCH SEE ELEV. /12
COMPONENTS t CLADDING WIND PRESSURES
ROOF DEAD LOAD 1-1 (METAL) (TILE)
FRAMED FLOOR LIVE LOAD 55 pef DEAD LOAD pef
SHUTTERS: YES NO
IMPACT RESISTANCE ASSEMBLY: YES * NO
AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE 25 per -
PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE 30 Per -
PRODUCT
MODEL *
MANUFACT,
GLASS
ATTACHMENT METHOD
::>LDG, DESIGN
DESCRIPT
PRESSURE
+/ 50,0 PSI
WINDOWS
" H-�O1 IMPACT
-'
PGA'
"
3/16 TEMP.
MA50NRY OPENING
Ira" TAPGON IVa" MIN. EMBED, 394" FROM GORNER5
RESISTANT
4 13" O,C„ HEAD 4 SILL m 6" O,C„ 4 13" O.G. m JAMBS
FIXED GLASS
PW--101 IMPACT
PGT
3/16 n TEMP,
ia" TAPGON 114" MIN. EMBED. 3gra" FROM GORNER8
+/— (00,0 PSI
RESISTANT
4 13" O,G., HEAD 4 SILL m 6" O.G., 4 13' O,G. m JAM55
MASONRY OPENING
SWING DOOR
FD-101
PGT
TEMP,
4" TAPGON 1%" MIN, EMBED, 5la' FROM CORNERS
+/— (00,0 PSF
4 13112" O,G., HEAD 4 SILL m 13" O.G., 4 131!�" O.G, m JAMBS
FIBER
MASONRY OPENING
SWING DOOR
THERMA-TRU
N/A
3/16"x24a" TAPCON 14" MIN, EMBED. 4" FROM CORNERS
+/— (01,0 PSF
CLASSIC
4 19" O.G., HEAD 4 SILL m IS" O.G„ 4 IS" O,C. m JAM56
SLIDING GLASS
SGD-10 IMPACT
," TAPGON Ii" MIN. EMBED. 3%" FROM CORNERS
DOORS
RESISTANT
PGT
TEMP.
4 13" O.C., HEAD 4 SILL m 6" O.G., 4 13" O.G, m JAMBS
+%' 81,2 PSF
PRODUCT
MODEL *
MANUFACT,
ATTACHMENT METHOD
BLDG, DESIGN
PRE55URE
JM 5V CRIMP
"9-15 PH CORROSION RES16TANT FASTENERS W1 SCALING WASHER
ROOFING
ARCH, METALIN,
J.M.JMMETALS
3/16" PENETRATION THROUGH SHEATHING. MAX, SPACING OF 12"
+/- SI7
ROOF SYSTEM
O,C, m SIDE LAPS AND MAX, 12" O.C, IN CENTER OF PANEL IN FIELD,
PLACE m HIGH POINTS OF PANEL RIEB5.
MULLIONS
1° x HEAVY
PGT
3/16" TAPCONS w/ IV2" MIN, EMB.
(4) PER CLIP (2) CLIPS PER MULLION
HURRICANE
N/A
PANELS
SIDING
STUCCO
SIDING
PLANKS
JAMES HARDIE
NAIL W/STL PINS 1 PER TAB SIZE ,100 A 3/8"
STUCCO FINISH ON HI -RIB METAL LATH
SOFFIT
STUCCO
ATTACHED TO BOT, CHORD BY IV2" FULL HEAD ROOFING
NAILS OR 0/4" STAPLE 0 EACH RIB - 2 PER TRUSS
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ENTRY DETAIL
INTO WET BAR
AREA 5F
15T Floor Living
2nd Floor L i v i ng
= 909
Total L i v i ng
Garags
= 051
Covered Porch
= 032
5TORAGE
102
}dear Porch
= 12ro
Covered Balcony
= 114
CAR FORT
= 39
'Total
= 6014
6'-6" 4'-6" 10'-7° 4'-6"
20'-9"
9'-10"
2'-10"
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I I 2-0 DEEP DEEP SHELF I
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SPECIAL DESIGNATED HEADERS
MARK
HEADER TYPE
HEADER SIZE
NO,
(3) 2 X 12 BEAM FLITCH NAILED
1-O LONG x I -O HIGH x
1
3 ROWS OF !6D NAILS m 12" O,G,
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(3) 2 X 12 BEAM FLITCH NAILED
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X 1!i" LVL FLITCH NAILED
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3
3 ROWS OF 12D NAILS e 12" O,G,
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3 -6 LONG x O -II% NIGH x
40
3 ROWS OF 12D NAILS m 12" O,G,
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(3) 19/" X 1114" LVL FLITCH NAILED
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3 ROWS OF 12D NAILS m 12" O,C,
" UJIDE
WINDOWS MARKED WITH
* ARE TINTED U11TN
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POSTS
MARK
POST TYPE
CONNECTION
CONNECTION
NO,
AND SIZE
AT TOP
AT BOTTOM
2x6 WOOD NAILED
(3) 5PH6 w/
(3) M6TA24 w/ 18-I0D
O(3)
!
12" O,C, STAGGARED
12-I0D NAILS
NAILS ALTERNATE SIDES
(3) 2x4 WOOD NAILED
(3) 5PH4 w/
(3) MSTA24 w/ 16-IOD
2
12" O,G, 5TAGGARED
12-I0D NAILS
NAILS ALTERNATE SIDES
03"x3"xl/4"
STEEL GRADE
SEE STEEL POST DETAIL ►-
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(4) 2x6 WOOD NAILED
(4) SPH6 w/
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4
12" O,G, STAGGARED
I"-IOD NAILS
NAILS ALTERNATE SIDES
40'-I "
WINDOWS MARKED UJITI-I
** ARE TINTED WITH
GRAY GCz 5/l�o AND INSULATED
LOW E GLASS
1/4" STEEL
PLATE
3eg" POLES DRILLED
9/16" FOR I. 8l, I_
1/2" BOLTS I I
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PLATE BOTTOM
3"X3"X1/4"
STEEL COL,
(4) -1/2" X 6" EMBED
tili-If
IUEDCsE ANCHORS ILt
3 X 3 X 1/4" STEEL COL, w/ 12" SQ, BASE
RECESS GONG, 2" FOR BASE
(ATTACH w/ (4) 1/2" DIA, WED. BUS, 6" EMB,)
BRACKET Is, TOP
5" TALL 15" WIDE w/ 1/4" SIDES t (1/4" BOTTOM)
(ATTACH TO GIRDER w/ (4) 1/2" DIA, THREADED BLTS,)
STEEL BEARING POST DETAIL
20'41
N,T,6,94'-3"
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FLITCH NAILED 3 ROWS
III III d OF 12D NAILS A 12"
111 III
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____________ ___ _________------------ _ ON 16"x16"x24" BASE
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12'-0"
Ist FLOOR, FLAN
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2/6/06 RFM
01/24/06,
02/24/06
05/25/06
o6/26/06
Ol/11/06
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THEESE pl_ANS AND ALL PROPOSED WORK
P J F: 0 T T 0 '14y CORRECTIONS
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L�F, TORS THAT
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COIVIP-�y 1 1 H ALL APPLICABLE CODES,
TjIFIZ": HAVE BEEN REVIEWED
BUILDING CODE.
O(o()8 -
ST LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR CO A NC E
REVIE ED BY LT.
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p NS AND PERMIT
MUST BE KEPT ON JOB OR
No INSPECTION WILL BE MADE
cif i E F 3 1, N
SLEEPING 'ROOMS PROVIDE AN EGRESS
WINDOW WITH A NET CLEAR OPENING
OF 5 SQ. FT FOR GROUND FLOORS,
5.7 SQ. FT FOR UPPER FLOORS, OPENINGS
SHALL NOT BE LESS THAN 24"H OR 20"W
SILL NOT MORE THAN 44" ABOVE FLOOR.
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RIGH--,E—LEVATION.
SC -ALE:: 1/4" = V-0"
LEFT ELEVAOrION
SG -ALE: 1/4" = 1'-O"
-49,6
THESES PLANS AND All-tT PROPOSED WORK
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01/11/06
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02/24/06
05/25/06
06/26/06
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01/24/06
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,D.ATE: 05/05/05
C'NECKEr.
JOB# 03014
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U111\1)OUJ DOOR
DICK L� 7f4/Lv
EXTER/OR DOOR
INDICATES 6" X 8"
COL. W/ lU 05 0 ROD
CONT,, FILL W/ CONC,
2X4 PT BUCK
WINDOW
INDICATES 8" X S"
COL. W/ (1) "5 0 ROD
CONT,, FILL W/ GONG,
NOTE: WINDOW BUCKS To
MEET FULL LENGTH OF WINDOW
BEFORE START OF BEVEL
BEFORE
IX4 PT BUCK
aj
INDICATES (2) 8" X 8"
GARAGE DOOR
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CONT, EACH CELL,
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❑
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6,4R 6E
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MENDS
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12" 0, C, t 6" FROM ENDS OR
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1270 J RED HEAD UIEDGE ANCHORS
BUCKS 0 24" D,C,
WINDOWS t DOORS INSTALLED PER MAN
, SPECS,
UNLESS OTHERWISE NOTED
USE " 10 STAINLESS SCREWS MIN, 3/4" E
, INTO BUCK 12" O,G, roll FROM EDGE
HARUI SOFFIT ATTACHED w/
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X
PLYWOOD SHEATHING
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SCHEDULE
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SPECIES
NAILING
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STAGGERED
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(2)
(2)
NON -BEARINGS
HEADER SCHEDULE
HDR, SIZE
SPECIES
NAILING
OPENING
JACKS
FULL STUDS
(2) 2X6
S,P.F.
STAGGERED
I(od 012"o,c,
UP TO 3'-II"
lU
lU
(2) 2X8
S,P,F,
STAGGERED
(rod gl2 o,c,
4'-0" TO
• •[8" TO 121 21'
[MAX }
s
ER
T
I:2" DRYWALL
F = FILLED WITH GROUT / U = UNFILLED CONNECT TOP OF BAY FRAMING
QUANTITY OF 05 REBAR, AT TO TRUSS TAILS W/ sIMPS01`l H8
F F_
BOTTOM OF LINTEL GA ITY W/ 10/10D NAILS PER STRAP
SI`1(o-1B/IT
L QUANTITY of "5
REBAR AT TOP
NOMINAL HEIGHT
NOMINAL WIDTH
05 REBAR AT TOP MT612 STRAP ;
MIN, (l) REQ D EACH CONNECTOR
6- 10 d NAILS
� I-1/2" CLEAR EACH TRUSS
Q 9
Utu
C,M,U,
d
z
o GRour DBL 2x4
'!� z 05 REBAR AT BOTr M TOP PLATE
o O OF LINTEL CAVIT
BOTTOM REINFOR ING
ACTUAL PROVIDED IN LIN EL
8" (VARIES)
NOMINAL
WIDTH
8U8 8F8 OF12 SFI(o
0 0
0 0 0 0
0 0
0 0
O O - o o o O O O
8F32 SF26 6F24 OF20
TYPE DESICaNAtIONI I \ o
12" FLOOR TRUSS
HARDI SOFFIT ATTACHED w/
6D NAILS 4" O.G, m EDGE
8" O.G. IN FIELD 2x4 BLOCKING
TO BE ATTACHED A 16" O.G,
NAILED w/ 4-16D NAILS PER 5LOC
SEE CONN.
SCHEDULE
E--- SEE TYF,
WALL SEC,
12" BLOCK
COL,
(o" BLOCK
COL,
EXTERIOR PORCH/BALCONY DETAIL
N,T,S,
HANDRAIL GRIPS MUST BE
1 1/4 TO 1 1/2"
IN OUTSIDE DIAMETER
1 1/2" CLEAR SPACE
BETWEEN HANDRAIL AND WALL
SUPPORT HANDRAIL FROM
BELOW SO GRIPPING SURFACE
IS NOT INTERRUPTED
�L
SIMPSON SP4 IF 2x4 o�i
SIMPSON SP6 IF 2x6
tv 16" O,C, MAX
f
0,
SIMPSON SP4 m EA, 2X4
SP6 tv EA, 2X6 tv EACH STUD
18 GAUGE FLATSTRAP
W/ 5-IOD NAILS IN JACK
5-IOD NAILS IN HEADER
5-IOD NAILS IN TOPPLATE
2X STUDS
1(o" O,C,
—1(od 6" AS
EA. LYR.
IS APPLIED
_ 2X JACKS FOR HEADER
I JACK FOR 5'O" PAANS OR LESS
2 JACKS FOR 5'0' - &'0" SPANS
3 JACKS FOR 8'0" - 12'0" SPANS
P,T. 2X BOTTOM PLATE
W/ SIMPSON SP4 0 EA, 2X4
SP6 6 EA, 2X6 m EACH
STUD 4 JACK
1/2" "J" BOLT OR
1/2" X roll WEDGE ANCHORS
W/ 3" X 3" X 1/4"
WASHERS i+ 3(o" O,C,
MAX,
14" W X 16" DEEP
MONO FOOTING
— W/ 2 05 RODS I a E+C
TYP BEARING
DETAIL
HANDRAIL -2 36"
HIGH, SEE
RAIL DETAIL
3/4" PLYWOOD
m LANDING
STAIR DATA:
2nd FLOOR
f— GIRDER
0 2X12 STRINGER
3/4" CDX TREAD / NOSING
1/2" CDX RISER
F,F,
TOTAL RISE = 11'-4 3/4" STAIR PROFILE
TREADS im 9" DETAIL SCALE: 1/4" = 1'-0"
(3) 2X12 STRINGERS —
:%o
��OC
5' O"
ROOF EDGE }-----
v
0
3
G °
RIDGE
>--- 4-011
02,
o
2 2v
�r (2 0
o Q 0
ROOF
EDGE
OZONE 1-USE 10d NAILS roll O,G,
Q ZONE 2- USE Iod NAILS o (o" O,C:, OZONE 3- USE IOd NAILS 4" O,G.
NAILING PATTERN FOR ROOF
CONNECT TOP OF BAY FRAMING
TO TRUSS TAILS W/ SIMP50N H8
W/ 10/IOD NAILS PER STRAP
5IMP50N SP6
i+ 16" 0,0. MA
SEE CONNECTOR
SCHEDULE FOR —
REQ'D, STRAP 6
EACH TRUSS
DBL 2X6
TOP PLATE
3/4" PLYWOOD
DECKING
3/4" WO<
TREAD c
1" NOS
(MAX)
36" TALL HANDRAIL
W/ INTERMEDIATE RAILS
(MAX 4" OPENING
BETWEEN RAILS)
3) 2X12 STRINGER
314" 6C,4LE
2X2 P\"PICKETS" ATTACHED
TO 2X8 MILLED GUARD RAIL
W/ (2) 1/4" X 2 1/2"
SCREWS (TYP)
PRE-ENGINEERED WOOD
ROOF TRU<,S/E6 m 24" O,C,
METAL ROOFING
OVER 90" FELT (TIN TAGGED)
12 OVER CDX PLYWOOD SHEATHING;
ISEE
ELEVATION
SHEATING 2X2 P\"PICKETS" ATTACHED
TO TOP CHORD OF FLOOR
TRUSS W/ (2) 1/4" X 3 1/2"
SCREWS (TYP)
FLOOR
TRUSS
5/8" CDX SHEATHING
// p ��(j / D 2 LAYERS 3/4" PLYWD, OVER
CaLi RZ)R,411— FR,4MINI L)JE'r-ZIL FLOOR TRUSSES 0W6" O,C,
3/4" SCALE ATTACH PLYWOOD WITH ad COMMON
OR rod ANNULAR 12" IN FEILD�
t (o" AT EDGES /
X
oell
�'LO�QD
SIMPSON SP6 DECORATIVE
EACH STUD
MASONRY BAND
SIMPSON MT518 2X2 P.T. DRIP EDGE FIR NAILED
W/ 5-10D NAILS IN JACK a" o.c, w/ .131 DIA, FULL
HEAD COIL GUN NAILS
4-lOD NAILS IN HEADER
5-IOD NAILS IN TOPPLATE
1/2" OR 5/8" CDX PLYWOOD
NAILED 6" oz. W/ ,131 FULL
_ 2X6 STUDS HEAD COIL GUN NAILS
16" O,C,
2X4 STUDS 24" O,G, (MAX)
W/ 2X4 TOP PLATE STRAPS
_ 2X6 JACKS FOR HEADER 0 TOP < BOTTOM
1 JACK FOR 5'0" SPANS OR LESS
2 JACKS FOR 5'O' - 8 0 " SPANS WIRE LATH i
3 JACKS FOR 8 O - 12'0" SPANS '1/8" STUCCO FINISH
2X6 BOTTOM PLATE
JNTA
SIMPSON SP(o
EACH 2X4 NAILER
D E JACK -FILL ALL
HOLES
MSTA-18 STRAP
W/ (14) -10 d NAILS
SIMP50N
MTS12 w/ RUN 4X 4 PT POST TO BOTTOM
-10D NAILS CHORD OF TRUSS < ATTACH W/
I/2" THUR BOLT TYP, m TOP
(TYP,) < BOTTOM CHORDS
T1'P BEARING DETAIL
4'-O"
2' (MIN) ABOVE
ROOF LINE 10' RADIUS
(MAX.) 9' a EXTENSION
THUR ROOF LINE
(SEE ELEVATION)
2x4 DIA, GROSS
BRACE EACH FACE
/ 5/8" CDX ROOF
I SHEATHING
1/2" DIA THUR
2X4 BOTTOM
PLATE BOLT TYP.
STOP CHORD 2X4 NAILER
OF TRUSSES MSTA-IS STRAP
W/ (14) -10 d NAILS
1/2" DIA THUR
BOTTOM CHORD BOLT TYP.
'OF TRUSSES-\
MSTA-IS STRAP-/ `MSTA-10 STRAP
W/ (14) -10 d NAILS W/ (14) -10 d NAILS
CUPULA DETAIL
SC,4LE: N, T,S,
1/2" DRYWALL
J---- ---------C
VAPOR BARRIER -�
6" CMU W/05 DOWELS FROM
U-BLK TO FOOTER IN POURED
CELLS m EA. GORNER4 ro'O"
O,C MAX FILL ALL CELLS, CARE
BE TAKEN WHEN BACK -FILL TO
4"
TOP OF BEAM
2 X 8 WOOD FASCIA ON
2 X 4 SUB -FASCIA
VENTED HARDI SOFFIT PANELS
o
SEE
ELEVATION (2) 2 X (o TOP PLATE
w/ SIMPSON SP6 w/ (o-IOD EACH STUD
SPRAY ICYNENE INSULATION
UNDER ROOF DECK
R50 BLOWN INSULATION
ABOVE CEILING
1/2" DRYWALL
" STUCCO ON
WIRE LATHE OVER
1/2" CDX SHEATHING
2 X (o FRAMING m 16" O.C.
1/2" TYPE X G,W,B. OVER
R-19 INSULATION
CS18 EA, STUD ABOVE
TO BRG, BELOW OUT
TO LENGTH 1-10d EA,
END TO WOOD OR
(3) 3/16" DIA, 3" EMB,
TAPCONS TO CONC,
AS APPRO,
2 X 6 PT BOTTOM PLATE
O"
T,O,B.
2 ROWS BOND BEAM
W/(2) 05 ROD CONT,
R-38 F,G, BATT INSULATION
1/2" G,W,B, ON PT, IX2 WD.
FURRING o 16" O,C, W/
R(o,5 1" TUFF-R
(TOTAL WALL= R1,4)
4" CONC, SLAB W/ FIBER
MESH FIBERCONS OVER (o
MIL POLY VAPOR BARRIER
ON COMPACTED, TERMITE -
TREATED FILL
+0'-0" AD, m FLOOD PLAIN
TOP OF SLAB
STEMWALL (COURSES AS REQ D APPROX, FINISHED GRADE,,
- NOT TO EXCEED SIX,)
(III = (III
(III = (III VERIFY PRIOR TO CONST,
SEE SHEET 6-1
® FOR FOOTING SIZE
FOR REINFORCING
2 STORE' EXTERIOR WALL SECTION
SCALE: N,T,S,
U
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2/6/06 RFM 01/24/0(o
02/24/Oro
05/25/06
Oro/2(o/Oro
O"i/11/067j
DR 4U/N: RFM/SA
DATE: 05/05/05
CHECKED:
JOB" 03014
SHEET
T1'P BEARING DETAIL
4'-O"
2' (MIN) ABOVE
ROOF LINE 10' RADIUS
(MAX.) 9' a EXTENSION
THUR ROOF LINE
(SEE ELEVATION)
2x4 DIA, GROSS
BRACE EACH FACE
/ 5/8" CDX ROOF
I SHEATHING
1/2" DIA THUR
2X4 BOTTOM
PLATE BOLT TYP.
STOP CHORD 2X4 NAILER
OF TRUSSES MSTA-IS STRAP
W/ (14) -10 d NAILS
1/2" DIA THUR
BOTTOM CHORD BOLT TYP.
'OF TRUSSES-\
MSTA-IS STRAP-/ `MSTA-10 STRAP
W/ (14) -10 d NAILS W/ (14) -10 d NAILS
CUPULA DETAIL
SC,4LE: N, T,S,
1/2" DRYWALL
J---- ---------C
VAPOR BARRIER -�
6" CMU W/05 DOWELS FROM
U-BLK TO FOOTER IN POURED
CELLS m EA. GORNER4 ro'O"
O,C MAX FILL ALL CELLS, CARE
BE TAKEN WHEN BACK -FILL TO
4"
TOP OF BEAM
2 X 8 WOOD FASCIA ON
2 X 4 SUB -FASCIA
VENTED HARDI SOFFIT PANELS
o
SEE
ELEVATION (2) 2 X (o TOP PLATE
w/ SIMPSON SP6 w/ (o-IOD EACH STUD
SPRAY ICYNENE INSULATION
UNDER ROOF DECK
R50 BLOWN INSULATION
ABOVE CEILING
1/2" DRYWALL
" STUCCO ON
WIRE LATHE OVER
1/2" CDX SHEATHING
2 X (o FRAMING m 16" O.C.
1/2" TYPE X G,W,B. OVER
R-19 INSULATION
CS18 EA, STUD ABOVE
TO BRG, BELOW OUT
TO LENGTH 1-10d EA,
END TO WOOD OR
(3) 3/16" DIA, 3" EMB,
TAPCONS TO CONC,
AS APPRO,
2 X 6 PT BOTTOM PLATE
O"
T,O,B.
2 ROWS BOND BEAM
W/(2) 05 ROD CONT,
R-38 F,G, BATT INSULATION
1/2" G,W,B, ON PT, IX2 WD.
FURRING o 16" O,C, W/
R(o,5 1" TUFF-R
(TOTAL WALL= R1,4)
4" CONC, SLAB W/ FIBER
MESH FIBERCONS OVER (o
MIL POLY VAPOR BARRIER
ON COMPACTED, TERMITE -
TREATED FILL
+0'-0" AD, m FLOOD PLAIN
TOP OF SLAB
STEMWALL (COURSES AS REQ D APPROX, FINISHED GRADE,,
- NOT TO EXCEED SIX,)
(III = (III
(III = (III VERIFY PRIOR TO CONST,
SEE SHEET 6-1
® FOR FOOTING SIZE
FOR REINFORCING
2 STORE' EXTERIOR WALL SECTION
SCALE: N,T,S,
U
' 11--
�'
U ��
v/
lU
u : up
a •Z i
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2/6/06 RFM 01/24/0(o
02/24/Oro
05/25/06
Oro/2(o/Oro
O"i/11/067j
DR 4U/N: RFM/SA
DATE: 05/05/05
CHECKED:
JOB" 03014
SHEET
1/2" DIA THUR
BOTTOM CHORD BOLT TYP.
'OF TRUSSES-\
MSTA-IS STRAP-/ `MSTA-10 STRAP
W/ (14) -10 d NAILS W/ (14) -10 d NAILS
CUPULA DETAIL
SC,4LE: N, T,S,
1/2" DRYWALL
J---- ---------C
VAPOR BARRIER -�
6" CMU W/05 DOWELS FROM
U-BLK TO FOOTER IN POURED
CELLS m EA. GORNER4 ro'O"
O,C MAX FILL ALL CELLS, CARE
BE TAKEN WHEN BACK -FILL TO
4"
TOP OF BEAM
2 X 8 WOOD FASCIA ON
2 X 4 SUB -FASCIA
VENTED HARDI SOFFIT PANELS
o
SEE
ELEVATION (2) 2 X (o TOP PLATE
w/ SIMPSON SP6 w/ (o-IOD EACH STUD
SPRAY ICYNENE INSULATION
UNDER ROOF DECK
R50 BLOWN INSULATION
ABOVE CEILING
1/2" DRYWALL
" STUCCO ON
WIRE LATHE OVER
1/2" CDX SHEATHING
2 X (o FRAMING m 16" O.C.
1/2" TYPE X G,W,B. OVER
R-19 INSULATION
CS18 EA, STUD ABOVE
TO BRG, BELOW OUT
TO LENGTH 1-10d EA,
END TO WOOD OR
(3) 3/16" DIA, 3" EMB,
TAPCONS TO CONC,
AS APPRO,
2 X 6 PT BOTTOM PLATE
O"
T,O,B.
2 ROWS BOND BEAM
W/(2) 05 ROD CONT,
R-38 F,G, BATT INSULATION
1/2" G,W,B, ON PT, IX2 WD.
FURRING o 16" O,C, W/
R(o,5 1" TUFF-R
(TOTAL WALL= R1,4)
4" CONC, SLAB W/ FIBER
MESH FIBERCONS OVER (o
MIL POLY VAPOR BARRIER
ON COMPACTED, TERMITE -
TREATED FILL
+0'-0" AD, m FLOOD PLAIN
TOP OF SLAB
STEMWALL (COURSES AS REQ D APPROX, FINISHED GRADE,,
- NOT TO EXCEED SIX,)
(III = (III
(III = (III VERIFY PRIOR TO CONST,
SEE SHEET 6-1
® FOR FOOTING SIZE
FOR REINFORCING
2 STORE' EXTERIOR WALL SECTION
SCALE: N,T,S,
U
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2/6/06 RFM 01/24/0(o
02/24/Oro
05/25/06
Oro/2(o/Oro
O"i/11/067j
DR 4U/N: RFM/SA
DATE: 05/05/05
CHECKED:
JOB" 03014
SHEET
REV/S/OHS
2/6/06 RFM 01/24/0(o
02/24/Oro
05/25/06
Oro/2(o/Oro
O"i/11/067j
DR 4U/N: RFM/SA
DATE: 05/05/05
CHECKED:
JOB" 03014
SHEET
SHEET
I I I oEX WN STIrmS
I I IL IG IT - ,P5
I I �
AHu R, STORACxE `
SITTING AREA
------------------
Tv
TTIC,
$ F
-------------------
WI ,TI 1:0
--
1 I
i
i
50 + BATH 03 4CFM
GFM \` BEDROOM M3
�\ \
BEDROO 02 F/L HB T
' IsmCOVERED BALCONY
/ 1\ GFI
I � i
F.O.
ZqF-
d1I -------------------- e2:�
2nd FLOOR ELECTRICAL PLAN.
1/4" = 1'-0"
ELEII,�TR ICAL LEGEND
IGHT
F.O.
AN OUTLET
AN / LIGHT
C
IGHT - PULL CORD
-
WITCHED LIGHT - ATTIC
®
RECESSED LIGHT
® w.P.
JJATER PROOF
RECESSED LIGHT
® V.P.
VAPOR PROOF
RECESSED LIGHT
®
1-HAT LIGHT
LOOD / SPOTLIGHT
OUTLET
GFI(b
GROUND FAULT OUTLET
WP GFI
ATER PROOF
ROUND FAULT OUTLET
20 OUTLET
$
WITCH
$3
WITCH 3-WAY
SMOKE DETECTOR
®
HEAT SENSOR
T=135
= TRIP POINT)
-4 -
XHAUST FAN / LIGHT
50 +
IV
EXHAUST FAN 50+ CFM
FLUORESCENT LIGHT
[aMETER
® LECTRICAL PANEL
® ABLE TV OUTLET
NONE OUTLET
0 RUSH BUTTON
�- HIME
�-GARAGE DOOR OUTLET
C DISCONNECT
/ WP _
' WP _
G"
FUTUREr►wPFI _
SHED GFIuj
-
oc
LL
o
I w
I �
1
AG D13G.1
m
WP =
NO.
BREAKER
COND.
CIRCUIT
WATTS
DEMAND
2
2P60A
M6
A/C CONDENSER
2
2P6OA
M6
AHu
13000
1
2P50A
M6
OVEN
8000
1
2P50A
M6
COOKTOP
1000
I
2P30A
010
POOL PUMP
1640
1
2P30A
010
DRYER
5000
3
2P20A
012
WATER HEATER
10500
1
IP20A
M12
LAUNDRY
1500
2
IP20A
012
REFRIGERATOR
2400
1
IP20A
012
DISHWASHER
1116
I
IP20A
012
CEILING FANS
3600
I
I1=20A
M12
BATH EXH. FANS
1080
2
IP20A
012
DISPOSAL
1828
I
IP20A
012
WELL PUMP
1840
2
IP20A
012
APPLIANCES
3000
1
IP20A
0I2
GAR, DOOR OPNR.
1200
IP15A
M14
LIGHTS
10191
9
1P
SPARES
TOTAL
60661
13000
10000 * 100%
10000
REMAINDER * 40%
50661
20265
TOTAL WATTS 4213l9
43265 : 240 = 180.3 AMPS
III
III
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III ,
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III
III
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III /
nl
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nl �
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nl
ul
nl
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1
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1
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1
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1
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02/24/06
05/25/06
06/2(o/06
01 /11 /Oro
O1/24/06
OR4U/N, RFM/SA
DATE, 05/05/05
CNECKEO,
JOB* 03014
SHEET
-- -- � CF=21 rF-3, rF-4,
L - L-J
•---------------------------- r-------------� r - - - - - - - - - - - r- _------------�
1
i 16" x 18" M NO FOOTING i ' 4" SLAB ON ' I 16" x 30" MONO FOOTING I I 16" x 12" MONO FOOTING
2 05 RODS CONTINUOUS I STEM WALL I 2 05 RODS CONTINUOUS 2 405 RODS CONTINUOUS
l TY . EXT,) ; I TYP. DETAIL ' I l TYP. EXT,) I I l TYP. EXT,)
I I I 4„ 4"
411 i I 4" I i 4"I I o 0 81� I
i O °
18" ( (3) 05 RODS I I I I TYPICAL DETAIL INTERIOR
I1 �4I I BEARING WALL FOTINTYPIC L DETAIL I L-J
8I FOOT! A SLAB I ll
S° ° I o o I241l I I IE 161I 3.1 I
' I TYPICAL DETAIL
TYPICAL DETAIL I I EDGE tv GARAGE
FOOTING 4SLAB I L------ - - - --
�
L--------------I
-
r 8" THICKENED EDGE RECESS BLAB RECESS SLAB I 16" x 3o" MONO FOOTING
EEC
SHOWER 4' FOR SHOWER 2 05 RODS CONTINUOUS
W/ I "5 ROD CONTINUOUS I SEE TYP, DETAIL SEE TYP, DETAIL
1 l T P. INT.) I I l TYP. EXT.)
all
411 all I 411 I
1
° all i 411 4" 411 4"
41 4"
I u I 16 2" I I
811 ° 8 ° o I 30.1
0
' TYPIC L DETAIL 16 I I
EDGE a PORCH
L_-_-_ _-_-_-J TYPICAL DETAIL
TYPICAL DETAIL
SHOWER RECESS SHOWER RECESS I L
81 I
FOOTING 4 SLAB FOOTING 4 SLAB
TYPICAL DETAIL I
EDGE m GARAGE
FOUNDATION NOTES I
1, FOUN ATIONS ARE DESIGNED ON THE ASSUMPTION OF A MIN. SOIL BEARING OF 2500LB, PER 50, FT. L - - - - - - - - - _ - -j
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 RK 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, COLUI INS, BEAMS, AND WALLS OR ANY OTHER STRUCTURAL MEMBER PENETRATING, N
4
SLAB ON FILL SHALL BE ISOLATED BY PREMOULDED JOINT FILLER l 1/2" THICK) COMPLYING WITH ASTM B 1752, TYPE 1,
GENER L NOTES
I, CONS UCTION SHALL FOLLOW "FLORIDA BUILDING CODE"
AS AD PTED BY THE COUNTY AND AS APPLICABLE TO
THE A IN WHICH THE BUILDING IS TO BE CONSTRUCT
WITH A APPLICABLE AMENDMENTS,
2, THE CO TRACTOR, SUBCONTRACTOR, SUPPLIER, ETC.
SHALL ERIFY ALL DIMENSION, CONDITIONS AT JOBSITE,
PLANS, SPECIFICATIONS, ETC,
3, ALL WRITTEN DIMENSIONS ON THESE DRAWING TAKE
PREC ENCE OVER SCALED DIMENSIONS,
4, STRUCIJRAL FEATURES NOT DETAILED ON THESE PLANS
WILL 154 ADDRESSED BY THE ENGINEER AS CONSTRUCTION
STRUCI JRAL NOTES
I, DESIGN LOADS IN ACCORDANCE WITH FBC R CHAP. 3
2, SOIL SEARING CAPACITY: 2500 PSF (ASSUMED)
3, ALL STRUCTURAL CONCRETE SHALL HAVE A MINIMUM
COMPS ESSIVE STRENGTH OF 3000 PSI AT 28 DAYS,
4, SLAB/ OTINGS TO BE CONCRETE WITH MINIMUM
2500 FBI COMPRESSIVE STRENGTH AT 28 DAYS,
SEE PLANS FOR SIZE AND STEEL REQUIREMENTS,
5, MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS.-
FOOTINGS- 3" BEAMS: I-I/2" SUSPENDED SLABS: I"
6, LAP A1.L REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS.
GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS,
1, ALL LUI IBEIR IN CONTACT WITH CONCRETE OR
MASON ZY SHALL BE PRESSURE TREATED,
8, ALL St kN0ARD LUMBER SHALL BE SPF " 3, HF " 3 OF SCUD
GRADE W/ A MIN. Flo - 1200 PSI OR BETTER,
13, SPLITTI 4G OR CRACKING OF STRUCTURAL COMPONENTS DUE
TO INS LLATION OF HARDWARE IS NOT PERMITTED,
10, UNLES OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED
HARDW ARE SHALL CONFORM TO THE MANUFACTURERS
INSTRUCTIONS AND STANDARD PRACTICE.
11. BEAR! POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A
NUMIBE R EQUAL TO THE NUMBER OF PLIES OF THE BEAPQING MEMBER
WHEN HE BEARING MEMBER IS 2 OR MORE PLIES UNLESS NOTED,
12, ROOF EAT14ING TO BE NAILED WITH IOD GALV,
NAILS EQUAL 4" O,C, EDGES AND 6" O,C, FIELD
13. UNLES4 OTHERWISE NOTED FOR EXTERIOR WALLS, EXTERIOR PLYWOOD
SWEAT 41NG 18 TO BE NAILED WITH IOD OR
BETTENAILS 6" O.C. EDGES AND 8" O.C. FIELD.
14, DOOR AND WINDOW BUCK ATTACHMENTS AS FOLLOWS
WIND WS
1 4 P,T, BUCKS ATTACHED TO CBS
W/ 2" EMBEDMENT find CASE HARDENED COIL GUN
N ILS 6" O,C, t 3" FROM ENDS
SLIDING DOORS:
1 X 6 P.T, BUCKS ATTACHED TO CBS
W/ 2" EMBEDMENT 6d CASE HARDENED COIL GUN
N ILS 6" O,C, ! 3" FROM ENDS
GAR E DOOR:
2 roo P,T, ATTACHED TO THE CBS W/
5/ " X 6" EMBED, WEDGE ANCHORS o 2411 O,C,
O TAPCONS A 12" O,C,
WINDOW 4 SLIDING DOORS INSTALLED PER MANUF,
SPECS, ATTACH THRU WINDOW FRAME TO CBS W/
3/16" BY 34" TAPCONS W/ 24" MIN, EMBEDMENT
INSTALLED PER MANUF, SPECS, UNLESS OTHERWISE NOTED
--NOTE : PRE -HUNG METAL EXTERIOR DOORS:
ATTACH X 6 PT BUCK TO MASONRY W/ 3/16" X 3 1/4"
TAPCON 12" O,C, 4 6" FROM EACH END
ATTACH :)OOR TO BUCK W/ 010 STAINLESS SCREWS 12" O,C,
15, FRAME TO MASONRY SEGMENT CONNECTIONS:
PT 2 X 4 MINIMUM TO MASONRY WITH 1-5" DIAMETER 6" EMBEDMENT
WEDGE BOLTS I AT TOP AND BOTTOM 24" O,C, THEREAFTER,
16, EXTERIOR CEILINGS -HARDI BOARD ATTACHED w/ 6D x 2" NAILS A
4" O,C, AROUND PERIMETER ® 4" O,C, ALONG TRUSSES MAX 16" O,C,
11 ADDITIC NAL TRUSS STRAPS MAY BE ATTACHED USING META 18 W/ '1
100 NA ILS t (3) 3/16 X 2 1/4" TAPCONS EMBED. 2" MIN, IN BEAM
18, TRUSS O, 16 RESPONSIBLE FOR ALL TEMP, 4 PERMANENT LATERAL
15RACI G, GABLE ENDS TO BE X- BRACED,
3"VTR
r
2" SNWR.
J 3"VTR
1-1/2 LAV. i r
TUB 2"
1-1/2 LAV,
W.G. 3"
LAV, 1-1/2"
3"
3"
21,
4" PIPE KIT,
TO SECOND VENT
FLOOR
UNDER
CAS,
I , LAV.1-1/2"
4"
PLUMBING DIAGRAM 4"
TO SEPTIC
TANK OR SEWER
Y
n
ro
O
CAST CRETE LINTEL SCHEDULE
MARK
NO.
LENGTH
ALLOWED
LOAD GRAY,
APPLIED
LOAD GRAY,
ALLOWED
LOAD UPLIFT
APPLIED
LOAD UPLIFT
SPECIFICATION
IQ
41.411
5206
600
2635
500
SRF14-115AT
Q
5l-811
4561
2600
19(00
ME70
SRF14-1B/IT
Q
11-6"
2459
1100
1462
100
8RF14-OB/1T
Q4
91-811
1568
800
1135
500
8RF14-OB/2T
31-611
6113
800
3541
500
8FI6-1B/IT
4'-(o"
6113
800
2-124
500
8FI6-1B/IT
Q
5'-10"
4360
1200
2093
500
8FI6-1B/IT
2632
600
1634
500
SF16-05/IT
Q
9'-4"
1843
g00
1133
600
8FI6-IB/1T
10
10'-6"
1533
800
1314
500
8F16-115/1T
11
12'-0"
1254
500
123
500
SF16-05/11T
12
11'4'
1609
1200
993
800
SF24-1B/2T
13
IV-4"
13(oro
800
i98
500
8FI6-1B/IT
NOTE: COMPOSITE BEAM DEPTHS MAY BE INCREASED W/O COMMENT.
ALLOWABLE LOADS ARE NOT TO EXCEEDED
10'-T, 4'-6" 20'-9" 9'-10.1 2'-10"
---------------
------
■ ■ ■
4'-" 4'-0" 1'-I1"
B
------------------------------- -----------
■ ■ ■ ■
-----------------------------------------------------------
-2
4'-4" 2'-10" 1'" 4'-0" 4'-0" 4 5" i Q
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r -I I
�- ---- -- -- ---- ---Q ----------- -- -- -- --- Q -- r- ; F- •1 1 - --- ---- -- - ------
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CF_�]
2"VTR
2" DRAINS r
1-1/2"LAV,
211
L.T.
2"
WASHER
1-1/2" LAV.
4"
TO GREY WATER
STORAGE
PLUMBING DIAGRAM
40'-1"
1
1
I
I ,
1 ,
1 ,
1 ,
1 ,
1 ,
1 ,
' 1
1 ,
1 ,
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1
1 -
•---------------------------------------------------------- i-•
42'-2"
4"
G.O.
0-TO SEPTIC
OR SEWER
4"
c.o.
TO GRAY
T►W :"ATER
STORAGE
m
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REVI$ION6
2/6/06 RFM 01/24/06
02/24/06
05/25/06
06/26/06
Ol/11/06
lURAWN, RFM/SA
DATE: 05/05/05
CHECKED:
✓OB"' 03014
sNEET
6-1
SECOND FLOOR CON14ECTOR SCHEDULE
C%NNECTOR SCHEDULE
'
BEARINGS
POINT
TRUSS ACTUAL
UPLIFT
CONNECTOR
CONNECTOR
UPLIFT DESIG•sN
ANTI
ANCHOR TYPE
Y s QUANTITY
TRUSS
LD.
HETA20
CC0465062.5
1805
5955
I
1D-IOd
K2 SCREWS 16 INTO TRUSS
=NTQ W ADER 0,;QAT
AT5, AT5A, N115A,
H95A, H95, 141115,
HGISA, HG15
MAS.
1550
WOOD
sro'19
MT612
1000
1
14-10d
FTIB, FTIC,
FT4A, FT6
WOOD
392
MT612
t
........... ............
1000
=14-10-d
FT8
WOOD
521
SEE STEEL COLUMN DETAIL PAGE A -I
STEEL
5588
ccQ448De2.5
5680
1
8DS VA x21�" SCREWS 16 INTO TRUSS
14 INTO HEADER
FTGA
WOOD
3341
STEEL
4121
SEE STEEL COLUMN DETAIL PAGE A-1
HGT-2
10980
1
(2.) Eva THREADED ROD INTO
;ETE w/ 16-100 NAILS INTO TRUSS
GR9
MAS,
4126
ccQ648082.5
5680
I
SD6 1'/4"x212" SCREWS 16 INTO TRUSS
14 INTO BEAM
WOOD
4620
HETA20
1805
1
10-IOd _
Will, 14191,
H211
MAS,
516
MT912
2000
2
14-10d
WOOD
1653
MTS12
1000
1
14-10d
H2116
WOOD
586
MTS12
2000
2
14-lod
H96
WOOD
1259
HGT-2
10980
I
(2) 5/5" THREADED ROD INTO
CONCRETE w/ 16-IOD NAILS INTO TRUSS
HG94
HG74
MA6,
9241
CCQ44SDS2.5
HGT-2
5680
10980
I
1
6DS 1/4 x212" SCREWS 16 INTO TRUSS
141NTf12ER
(v 5/a" THREADED ROD INTO
CONCRETE w/ 16-IOD NAILS INTO TRUSS
WOOD
MAS
3060
4284
MT612
2000
2
14-lOdl
WOOD
1019
MT912
3000
3
14-10d
HGRVo
WOOD
2645
HETA20
1810
I
9-16d
Mil
MAS,
475
HETA20
1905
I
10-I0d
Ml
MAS.
695
MTS12
1000
1
14-IOd
WOOD
613
HETA20
MT612
HETA20
MTS12
MT612
HGT-2
1805
2000
1805
1000
1000
10980
I
2
i
1
I
1
10-lod
—
MH91, MH111,
M14131, MH151
MAS,
156
14-IOd
WOOD
1421
10-lOd
MAS,
1489
MH152, MW132,
MH112, MH92,
14-lOd
WOOD
911
14-IOd
WOOD
107
MH121, MH147,
(2) 5/a" THREADED ROD INTO
CONCRETE w/ 16-IOD NAILS INTO TRUSS
MAS.
8110
GIO
WOOD
3645
MGT w/
HDU4
3965
1
(l0) 4"x21*i" SDS SCREUJS INTO STUDS FOR HDU
(1) %" THREADED ROD FROM HDU4 TO MGT
22-IOD NAILS THRU MGT INTO TRUSS
GR8
WOOD
4682
G - w/
(2) HTT226
10980
1
(10) 32-160 NAILS INTO STUDS FOR HTT228
(2) %" TµREEADED ROD FROM HTT225 TO HC3T-2
16-I00 NAILS THRU MGT INTO TRUSS
WOOD
1380
MT612
2000
2
14-10d
N113, H113A,
H133, H93,
WOOD
WOOD
991
2230
MTS12
MT612
1000
3000
1
3
14-10d
—'
14-I0d
H510, HGR310,
T8 TBGE
HGR13, HGR13A
TRUSS TO TRUSS CONNECTIONS 15Y TRUSS COMPANY
LOCATIONS AND CONNECTIONS ONLY
UNLESS SPECIFIED ON THE TRUSS LAYOUT, TRUSS UPLIFTS ARE 10000 OR LESS,
STRAP EACH BEARING, WITH (1) HETA16 10-lod OR MSTAIS 14-10d
OR MTS 12 W/ 14-10d NAILS PER STRAP As APPROPRIATE,
STRAP GE 24" Or- W/STRAP SPECIFIED ABOVE AS APPROPIATE,
TYPICAL OUTLOOKERS 2 X 4 ! 24" OC.
400 M UPLIFT EACH BEARING ,
SECURE WITH H3 AT TOP CHORD OF DROP GE AND
JACK TOP CHORD WITH 3-16d.
TYPICAL COMMON AND END JACKS 7' AND LESS
400 M UPLIFT 4-10d PER HETA16 OR 8-10d PER MSTAIS,
POST CONNECTIONS: BASE: ABU44
TOP: (2) MSTA 18 14-10d PER STRAP AS APPROPRIATE
UNLESS NOTED,
USE 1 V2" IOd NAILS IN STRAPS UNLESS NOTED,
NO SPLITTING OR CRACKING ALLOWED,
*--4 �- "- ... ® i, f--. I I A
Simpson Strong -Tie
HGT-2
TH SP PINS AN ALL I�I�QP(,,,z F;D ver pK
ARE SUBJECT TO ANY CO°� R t i'ION x
f1FQiJlR 1'n'"( �`'i IN I EG O S THAT
MAY EE NECE r w r I,Y IN OgUEr TO
C+.=NIP Y VVITH ALL APPLICABLE ILEA CODES.
5I1" PSON STRONG-TI
HETA20 with T55
S1MPSON STRONG -TIE
MTS16
ADS 14 X;IV2 SCREWS 16 INTO TR a - I - -
T9 � U-
1�
J T9
14 INTO BEAM J7TA l=��T i / � � . � i � � '�'
I MGH172 cca3-4SDa2.5 5680 1 --- / � � FT8 2-PL ¢ GR9
WOOD 5838 1 14-10d FRONT VIEW
MT830C 1000 '�- - -� -� - -
I E 3�—P\\ uy
�
lU 5/5" THREADED ROD INTO J7 �F - I L9 k; EU
1 _ TRUSS 6-2
MGH71 MA6. 3083 MGT 3965 CONCRETE w/ 22 IOD NAILS INTO R
ll) 5/8" THREADEC F OD INTO O J7 •- •- , ¢ ¢ m 6
� � � U P� I- U
9 5 I T w/ 22-IOD Nit „ ; .`✓ fir: »v,,s - �' I 1 L' !-! I �� u_ `t v "t
MGT 3 6 CONCRETE __7- 0 L
MA6, 3311 J7P - 9 8 r ! ¢ ( ; , p Ii Z 00
MGH12 2000 2 14-10d _
WOOD 1255 MT612 _� . ��- > , ` Q
;� °Cw
wm Q
J7P TZ tl i i; 12 EE F m :-
1254 MTS12 2000 2 14-106 ' \1/ a� L
T6, TSA WOOD R O/ U m0 O
10-10d J7P F-
rU j
TSB MAS, 561 HETA20 1905 1 _ <; 0° - _ - - - - - - - - - - 16_•6
1L
10-10d < r
1028 HETA20 1805 1 J7P %LNG' > 7 `'� U m ¢ ¢ , ¢ ¢ ¢ ¢ c E
MAS, i U z m m
a v ' v a CL a a m m o- a GE
,-
T9 2 14-10d J7P
2 MT612 2000 ®. *' - - - - 3-PL Z
r `1BY T— — Tg9 0
WOOD 124 REAR VIEW J7P f RI JILIDER , F- - — — — — i rn ODD ACE T9 U
i ErL
- - j �`3 i o T9 lu
_W
LO r rn LO LO H H 7 P i r U ' �_ <Jj "v� T T92 U
' - T .�
c- ` � f T �` i — T9 r e-
�,� 1 w'!—j
Go
J7P (L
r- uj
— T9
BJ 1 M 10 N co T9 � j
T-
B J co ! BJ 1 T9
BJ3 MV8 E E
T9 _ _ o v, ODD SPACE ° 9
C, `�° w C�,� ww w - HGR310 BJ5 F MV6 _ HG172
v .i ca w
w � w 2-PLY
�H510 - C0� MH152
- G10 J7 o ci (I HV o z 2-6 19-2 - 12-0
bz U MH132
BJ1 FGA 2.
LY I� I MV41 J7A —
,k J7 r U
N I 9 7-0 1-6 r
BJ3 y V2 J7A J7 c� MH112 a
rr- � J7 — V Q T — IMH92
BJ5 c? J7A J7 20 0 10-0 20 0 co
e
J7 J7 J7 1-10 MV4 V83 MHG72
0
m - - W A 0O ��
7 � BJ53.
J7 LO
m / -- J7 J7 I a 6 JG7 r` r` c� 6B
a -o 1 cn 7-0 6A `D r' BJ33 LO
J7 0 o J7 BJ5 F I o E BJ5 M M M 2 2 M M7/
J7 0 o n J7 O BJ3 T6A 101011— R1
J7 n r BJ3 CL G. REVlBIONS
G)
J7 Bill BJ1 T6 M_ M — Cr) C, 2/6/06 RFM
J7 14#t ttl�-a J T6 �� � m Ca CC
�� 02/24/06
J7
J7 _ 05/25/06
J7 G,1 v- cr) rn ¢ ¢ ¢ ¢ ¢ ¢ ¢ LO M ; Ov -
m m m FL- LO FO H t LO U) -� -� m , T6 fv vv
= a, r` m m " CANT. ACROSS
BJ5 _ (2) 1 3/4" X 16 " X 21' IH96 FRONT OF HOUSEcb
BJ5 V4 LVL BEAMS >F _ P. 3/12 ROOF T-
GIR76
V8 = BJ3 DRAWN:RFM/Sa
BJ3
a = BlJ53 BJ53 DATE: 05/05/05
w > BJ 1 0 _ 2) 1 3/4" X 11 7/8 " X 16
BJ1 � BJ33 LVL BEAMS
CHECKED:
BJ33 N 03014
2-
T8
O ao 00 W Cu`oo Lv R1 R1 SNEEr
�C <W U 8 D fJt W \ Cr) tM M M M M (') lM CM
-j T8GE 3/12 RAFTER *- -� -� !--1 ; -ram, ri m m ac
TYP. 3/12 V JAX m m °�
G�1 (2) 1 3/4" X 11 7/8 " X 21LVL BEAMSRK
c 40_ 1 20-2 22-0 12-0
c c.. L c- c_. i
-94-3
r'
12x8xl
112 C"
6
IOx(ox(o
82 CFM
18x30
R/A
BATH "3
loxloxlo
I
R/A
I�
8x4x4
COVERED BALCONY
#2
0
0
ULU
Z
4
Ll
La
N
w
REY/SIGNS
02/24/Of+
05/25/0(o
0(0/2(o/O(o
Ol/I1/0(o
Ol/24/06
D AWN: RFM/SA
D,4 7E: 05/05/05
CHECKED:
JOB# 03014
64EE7'