HomeMy WebLinkAboutBUILDING PLANS■
■
1 6" 6TUCCO BAND
TILE
6"
I�I I —I I —I
I —I
I
II
I —II
(I
II
II
I
FRONT ELEVATION
SCALE: 1/4" " 1'-0"
REAR ELEVATIONTH19 9TRUCTURE HAS BEEN
AND R€YYEWED FOR COMPLIANCE OFD
129t IdOCI A FOR ONE OF THE FOLLOWING:
SCALE: 1/4" " 1'-0" INTERNAL WIND PRESSURE
(Int.) ,
WIN DNOR NE DEBRIS PROTECTION T
(I
' fEu[PAOT RESISTANCE GLAZING
- - - - - ONC, TILE ROOF
• , ' , STUCCO
LEFT ELEVATION CONCEALED FA
SCALE: 1/4" .1'-O" ARE THE R
CONTR
ST. LUCIE COUNTY THESP pI,4NS P,HD Aft PROP�1Sf0 WORK
BUILDING DIVISION ARE SUBJECT TO ANY CORRECTIONS
FOR COMP REVIEWED CH REQUIRED BY RELD INSPECTORS THAT
REVIEWED I MAYBE NECESSARYINORDERTO
DATE - o - PLANS AND PERMIT COMPLY WITH ALL AftCAQLE CODES,
-
MUST BE KEPT ON JOB OR - J
NO INSPECTION WILL BE MADE
12— y
ONO. TILE ROOF
RIGHT ELEVATION
SCALE: 1/4'' = I'-O"
E� 8' OII A.F.F.
STONE VENEER APPLIED W/
TYPE S MORTAR MIX
PRODUCT APPROVAL 4 ATTACHMENT5
PRODUCT
MODEL «
MANUFACT.
GLASS
PRODUCT DESIGN
FLORIDA PRODUCT
DESCRIPT
ATTACHMENT METHOD
PRESSURE
APPROVAL NUMBER
WINDOW
SHRE 0 I IMPACT
PGT
IMPACT
/4" TO CCON 114" M 131,E + 6E , 3% FROM CORNERS
4 13" G,G, + JAMBS
+/- 80.0 PSI
FL23S,4
FIXED GLASS
PW-101 IMPACT
PGT
IMPACT
/ I3'TO C., Hr D° MIN. EMBED. FROM CORNERS
< SILL + 6" O.CC„ a 13" O.C. * JAM05
+/— 80.0 PSI
FL243.3
RESISTANT
SWING DOOR
FD-101
PGT
IMPACT
MASONRY OPENING
Ig" TAPGON 13e" MIN. EMBED. 5K" FROM CORNERS
*/- 75.0 PSF
FL253.1
4 13It" O.C., HEAD 4 SILL + 13" O.G., 4 13Y;:" O.C, b JAM55
MASONRY OPENING
OHGD
SERIES 8000
WAYNE 1DALTON
N/A
2 - PS/16" x 146' TAPCONS PER SPACKE7
+46/-52
FL8248.9
PRODUCT
MODEL "
MANUFACT.
ATTACHMENT METHOD
PRODUCT DESIGN
PRESSURE
Atlantis Shake t Slate
Boral Roof(rg /
LARGE PADDY SINGLE PADDY
ROOF
Concrete Roof Tile
MonlerLlfetile
ATTACHMENT METHOD - SEE
IB.9
FL&OI.1
PRODUCT APPROVAL FOR MORE DETAILS
DADE NOA 12-OSO4.07
SOFFIT
STUCCO
SIDING
STUCCO
O
LU
V
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I
REY/5/OHS
PERMIT 03/21/13
PLAN REVIEW 05/13/13
DR4U1N: RFM
DA71F; 03/14/13
CHECKElJ:
✓OB": 13000
sNEEr SG AVUN
B
St. LudE1 Cur
1
a
SCALE: 1/4" • I' O"
i
'131" m X 3" GUN NAILS 12" O.C.
U/INDOU/ If DOOR DUCK DET,4 /L S
2X4 P.T, TAPCONNED I' O.G. W/ 3/16" X 2" EMBEDMENT
1" MAX. TAPCONS AND 6" FROM ENDS 24" MIN. EDGE DISTANCE
ExrERIOR vooR INDICATES 8" X 6"
SPACE FROM EDGE OF BEAM
coL. w/ (v 05 o ROD
CONT., FILL W/ CONC,
2X2 PRIMED
J,
5/8" CDX PLYWOOD NAILED PER ZONE SCHEDULE
METAL DR
IX2 P
2X8 "
IX6 Pr BUCK
SPRUCE
SLIDING 6L.466 DOORS
FASCIA
RAKE B
AM
ALTERNATE: 2X4 OUTLOOKERS 2' O.C,
W/ 1 "
AND STRAPPED TO THE BEAM
W/
• NOTE : PRE -HUNG METAL EXTERIOR DOORS: I X 6 PT DOOR
I O' MAX
HETA12 W/ 4-I0d NAILS
BUCK NAILING IS APPROV, 70 BE 8d CASE HARDENED
OVERHAN
SENCO COIL NAILS I&" O.C. ATTACH THRU BUCK INTO CONO,
W/ 3/16" TAPCONS 1 3/4" MIN. EMB. 12" O.G. < 6" FROM EA. END
TRUSS
O, SUPPLI
TRUSSES 2
O,C, TYPICAL
WINDOW
INDICATES 8" X 8"
2x4 02 8PF
COL. W/ (1)05 m ROD
LATERAL BRACING
O.C. NAILED
CONT., FILL W/ CONC,
1
W/ 2-.131 dla. x 34"
COIL GUN NAILS
IX4 PT BUCK
UIINDOU
(2)2X4 P.T. DRYWALL NAILER
TO EA. FILLED CELL WITH
GARAGE DOOR
INDICATES (2) B" X 8"
1/2" A 6" EMB. WEDG BOLT
COL. W/ (l) 05 0 RODS
CON7, EACH CELL,
GABLE ENE) DET I (FLAT CEILING)
❑
FILL W/ CONC. (OR
n
8 X 16' COL. BLOCK
SCALE: 1/2"
W/ (2) 05 m RODS <
FILLED W/ CONC.)
III
RAKE
R {- � K E WALL
DETAIL
19/32" CDX ROOF SHEATHING,
2X6 PPr "2 SYP euc'<
DRIP( EDG
4' O.C. NAILED
�.itiRAG DOOR
SCALE: 1/2" . 1'C" 2 X 4
O BOTTOM OF TOP
FASCIA °"RE5
F2>x,4X4'
HORD OF TRUSSES
lU/NPOU/ t Sq' C,4SE HARDENED SENCO GO/L N,4/LS
vAR1Es
) trod NAILS EA. TRUSS
6L/D/NG DOOR BUOKS /611 o c, TOP AND 6/DES,
VINYL SOFFIT
"X"
GARAGE DOOR ATTACHED TO THE CBS Q// 3/8"X 3" REDHEADS
5TIFVENTED
BACKSCHEDULE)
I -ROW 2X4 BRACING
"
BUCKS m /2 O,G, OR TAPCONS m /1 O.C.
(SEE SCHEDULE)
(SEE
IN CENTER OF TRUSS NAILED
EACH END 4 8' FROM CL
WINDOWS t SLIDING DOORS INSTALLED PER MANUF, SPECS,
1/2" CDX SHEATHING
W/ (3) I6d NAILS
ATTACH THRU WINDOW FRAME TO C156 W/3/16" TAPCONS W/ I44"
NAILED 6" O.C.
MIN. EMBED. BOTTOM OF WINDOW TO BE MUDDED WITH SILL.
W/ 8d NAILS
2X4 LATERAL BRACING
ALSO SECURED BY DRYWALL AND STUCCO AROUND WINDOW FRAME.
4' O.C. AS REQ, FOR
NAIL TRUSS TO
LEDGER 6" O O
"X" BRACING a 8' O.C.
CONT. (RAT RUNS)
W/ Irod NAILS
DRYWALL NAILER PREFAB TRUSSES m 24" O,C,
" "
8 T-81 H" BLOCK
AS NECESSARY 2X4 4' O.C. NAILED TO TOP OF BOTTOM CHORD
OF TRUSSES W/ lD (rod NAILS EA. TRUSS
IX8 PT A7TACHEO
2X4 P.T. ATTACHED TO BOND BEAM W1 1/2" WEDGE
r0 E;OND BEAM
ANCHOR (MIN 4" EMBEDMENT) W/ 2" X 2" X 1/2" WASHERS
fU/ 3/16" X / 1/4"
m 32" o,C,
1/2" CDX PL Yf!/OOD _
7Ai=C0N6 v 1211 an
lU/ 2X4 /VD 640CKlNG
StIFFBACKS
UPRIGHTS UNDER 3' - NO 5TIFFBACK5 REQUIRED
UPRIGHTS 3'-6' - 2X4 NAILED 4" O.E, W/Ir d NAILS
UPRIGHTS Id-14' - 2X6 OR (2) 2X4 NAILED 4" O.C, W/166 NAILS
XB Pr
UPRIGHTS 6'-10' - (2) 2X(o NAILED 4" O.C. W/lrod NAILS
';4RCN" IU/NDOIU DEr/4/L
SCALE: 314" - lO"
ENGINEERED TRUSSES AT 24" O.C.
19/32" CDX ROOF SHEATHING
NAILED m 6" O.C, W/ 8d RING SHANK NAILS
(SEE ROOF NAILING PATTERN DETAIL)
HURRICAN76TRAP 1 TRUSS (SEE CONNECTOR SCHEDULE)
12 CONC, ROOF TILES OVER
IX4 BRIDGING OVER 90" HOT -MOP
w ago" O'C.
1/2" DRYWALL
Vx2" P.T,
DRIP EDGE
I. EXTERIOR CEILINGS STUCCO
OVER HIGH -RIB METAL LATH
2" X ro" PRIMED
ATTACHED TO BOT, CHORD W/
FASCIA
FULL HEAD ROOFING NAILS
OR STAPLES (MIN. 114" EMBED.)
SOFFIT: STUCCO ON HIGH -RIB
m EACH RIB-2 PER TRUSS-
LATH W/ 2" CONT, VE T
12" O.H.
I ROW BEAM BLOCK TO
HAVE (1) "5 CONT, BAR
(TYP.)
(30" MIN, LAP)
FILLED WITH 3000 pet
CONC. LENTILS OVER
OPENINGS AS NOTED
G.B.S, WALL--�-
STUCCO FINISH ON 8" X 8" X 16"
CONC, BLOCK, FILLED CELL AT ALL
CORNERS, AT EACH SIDE OF
OPENING$ &'0" OR WIDER, AND
1/2' DRYWALL OVER
IX2 P.T, FURRING STRIPS
AT 8'-0" O,C, MAX, W/ 05
VERT. ROD FROM FOOTING
m Iro" O,C, OVER R-4,1
TO TIE -BEAM, (TYPICAL PER PLAN)
FI FOIL INSULATION
2 - 05 REBAR CONT,
PRECAST
(ASTM GR. 40 MIN.)
CONC, SILLS
4" CONC, SLAB (2500 PSU
W/FIBERCON FIBERS OVER
6 MIL VAPOR BARRIER
OVER CLEAN, COMPACTED
POISONED FILL
0 FINISH FLOOR GRADE
F- 4" BELOW FINISH FLOOR GRADE
o
-
FILL GRADE
TYPICAL WALL SECTION
SCALE: 3/4"-1'0"
F 12" BELOW FILL GRADE
CONNECTOR SCHEDULE
TRUSS
I.D.
BEARING
POINT
TRUSS ACTUAL
UPLIFT
coNNEcroe
CONNECTOR
UPLIFT DESIGN
QUANnTY
ANCHOR TYPE
t CUANTITY
NOTES
ATA-ATC
MAS,
900
HETA20
1805
1
10-lOdx1V2
5-54
MAS,
839
HETA20
1505
1
10-lOdxlv2
WOOD
-125
MTS12
1000
1
14-IOd
C-C3
MAS,
S84
HET420
1805
1
10-I06x11/2
E-E2
MAS,
508
HETA20
1805
I
i0-lOdxlv2
G-G2, GEAT
GED, SGED
MAS
125
HETA20
1805
1
10-IOdx1!2
GRA
MAS,
2142
HETA20
2500
2
14-Irod
GRC
MAS,
5228
HGT2
10980
1
(2) 5/8" THREADED ROD INTO
CONCRETE w/ 16-IOD NAILS INTO TRUSS
ALL JACKS
MAS,
152
HETA20
1805
1
10-IOdxl
t VALLIES
WOOD
ro-11
MTS12
1000
1
14-IOCI
TRUSS CO. CHAMBERS TRUSS INC ANCHOR TO BE EPDXY SET IN FILLED CONCRETE E30ND BEAM
DATE OF LAYOUT 03/2ro/13 WITH 12" MINIMUM EMBEDMENT. PER MANUFACTURERS SPECS.
DATE OF CUT SHEETS 03/28/13
ROOF TRUSS
SEE CONNECTOR SCHEDULE
DBL. 2x4 CONT. TOP PLATE
CONNECTED TO STUDS m32' C,C,
W/SIMPSON SP4 OR BETTER
ATTACHED W/ro IOd NAILS
(2) 2Xi2 W/PLYWOOD FLITCH
1/2" DRYWALL
ON 2x4 STUDS m 16" O.C.
CONNECT STUD TO BOTTOM PLATE m16" O,c.
W/SIMPSON SP4 ATTACHED W/6 106 NAILS
CONNECT 2x4 PT SOLE PLATE
TO SLAB W/I/2"x6" J-BOLTS W/2" WASHERS 032" o,C, I/2" DRYWALL
CONCRETE SLAB WOOD BASE
a
d A
2-05 BARS CONT,
LL4°
HB
LIVING AREA 1511 S,F, m 3W - 4113
PANEL SCHEDULE
NO,
BREAKER
COND.
CIRCUIT
WATTS
DEMAND
2P
A/C CONDENSER
AHU
I
2P60A
"6
HEAT
6500
1
2P50A
"6
RANGE / OVEN
12000
1
2P30A
010
DRYER
5000
1
2P20A
012
WATER HEATER
4500
I
IP20A
012
LAUNDRY
1500
1
IP20A
012
REFRIGERATOR
1200
1
IP20A
012
DISHWASHER
IIT6
I
IP20A
012
CEILING FANS
2160
I
I1-20A
012
BATH EXH. FANS
120
1
IP20A
012
DISPOSAL
864
I
IP20A
012
WELL PUMP
1840
2
I1020A
012
APPLIANCES
3000
1
IP20A
012
GAR. DOOR OPNR,
600
IP15A
014
LIGHTS
4113
2
IF
SPARES
TOTAL
25413
ro500
10000 01009.
10000
REMAINDER m 40%
18413
1390
TOTAL WATTS 23890
23890 a 240 99,54 AMPS
2" PIPE.
200 AMP MAIN BREAKER
11
30 CIRCUIT, 3W, I PH,
1 1
ELECTRICAL PANEL
1 1
OVERHEAD ELECTRIC
OR OPTIONAL METER A/C DISC,
UNDERGROUND:
SERVICE
BY F.F.L. i (2) 4/0 AL , (1)2/0 AL
2" CONDUIT
04 CU, GROUND
2POUTLETS PER PLAN DRIVEN ROD 4 H.B.
PNF-NEMA 3R 240v A/C
1 MAIN DISC. m PANEL GRADE
FOOTING STEEL
ALL WORK TO COMPLY WITH "4 COPPER GROUND
NEC AND LOCAL CODES
ELECTRICAL LCAC) CALCUL 7-101 /S ELECTR/C,4L R/SER Dl,4GR41'9 N, T 6,
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 "8 SHALL HAVE T,H,W,
3, ALL BATHROOM RECPT. t 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,
BEDROOM 02
BEDROOM "3
r F/L
PROVIDED ELECTRIC SMOKE
DETECTORS WITH BATTERY
BACK - UP IN ALL SLEEPING
AREAS AND STAIR LANDING
WIRED SO THAT THE ACTIVATION
OF ANY DETECTOR WILL ACTIVATE ALL,
PATIO
WP GFI
HB �lJ� ��
LIVING
J HALL
50 , SMOKE/
co
`BATH
3
SMOKE/
$ FOYER
IDDDEN
1
50 , MASTER
BATHROOM I
1
1
/ I
I
® WP
GFI
ENTRY '
iMASTER SUITE'
F/L -------r
1
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1
1
ELECTRICAL FLAN
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AD I
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22 X 54
W LADDER
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GARAGE
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A CARBON MONOXIDE 3 a m
BE INsTA ALARM SHALL a
III
WITH F.A.C. RULE 08.3.0 2Aw THIN
TEN FEET OF EACH R00
SLEEPING PURPOSES, USED FOR
DINING
Y
° _p 7-y I VTR
lol DID
I I
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(KITCHEN 1,
b I�
HB
WP
GFI
al
IAC DISC
METER
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REV/S/OHS
PERMIT 03/21/13
PLAN REVIEW 05/13/13
CONNECTORS 05/29/13
SCALE: 114" • 1'-0"
LINTEL sc I1'"'IEDULIE ALL FILLED WITH 300E pal
CONCRETE AND 05 REBAR
MARK
NO,
LENGTH
ALLOWED
LOAD GRAV,
APPLIED
LOAD GRAV,
ALLOWED
LOAD UPLIFT
APPLIED
LOAD UPLIFT
SPECIFICATION
LI
4'-6"
188'I
1000
1053
550
6F8-1B/IT
L2
l'-611
2632
100E
1634
E250
8F16-OB/IT
L3
5'-4"
lees
1000
229E
550
5F16-O5/IT
L4
3'-611
5163
100E
3541
550
SF16-05/1T
L5
l�'_4"
s50
400
500
430
5FI6-1B/2T
L6
—6"
245e
1000
1e52
550
SRF14-08/1T
L�
41-6"
3063
1000
2525
550
SRF14-OB/1T
NOTE: COMPOSITE BEAM DEPTHS MAY BE INCREASED W/O
COMMENT. ALLOWABLE LOAD$ ARE NOT TO BE EXCEEDED
DESIGN P,4R4METERS AND ASSUMPTIONS USED:I
CODE: FBC-R 2010 4 ASCE -1-10
TYPE OF CONSTRUCTION: CBS * FRAME METAL
BUILDING DESIGNED: ENCLOSED !L OPEN PARTIALLY ENCLOSED
WIND SPEED (3 SECOND GUST): 15Omph 16Omph * I65mph
G ADJUSTMENT FACTOR FOR EXPOSURE t HEIGHT: 1,21
WIND EXPOSURE:
INTERNAL PRESSURE COEFFICIENT 18 IMPORTANCE FACTOR: 1.0
BUILDING CLASSIFICATION: FBC TABLE 1604.5 II
MEAN ROOF RIGHT 95 ft
OVERHANG 1211 ROOF PITCH 6 /12
COMPONENTS t CLADDING WIND PRESSURES ON ROOF ZONE 1.2261.462 2�22.6/•65232L&1-10s SF
COMPONENTS t CLADDING WIND PRESSURES ON WALL ZONE 4.asir6,2 5 atai 55 SF
COMPONENTS 4 CLADDING WIND PRESSURES ON GARAGE DOOR '4L4-1 r2'1 PSF
ROOF LOADS: LIVE 30 DEAD (SHINGLE) I6 (TILE) — (METAL)
FRAMED FLOOR LIVE LOAD N/A per DEAD LOAD ° h6F
SHEAR WALLS CONSIDERED FOR STRUCTURE: YES * NO —
CONTINUOUS LOAD PATH PROVIDED: YES * N0=
COMPONENT AND CLADDING DETAILS PROVIDED: YES_* NO_
MINIMUM SOIL BEARING PRESSURE: E P 250SF
SHUTTERS: YES NO
IMPACT RESISTANCE ASSEMBLY: YES * NO
SUBJECT TO DAMAGE - WEATHERING: NEGLIGIBLE TERMITE: VERY HEAVY
FLAME SPREAD CLA551FICATION - WALL t CLG: 320E FOAM PLAST
SMOKE DEVELOPED CLASSIFICATION - WALL 4 CLG: 543E FOAM PLASTICS: 54EQ
CHIMNEY
CAP �y
INT. 5" X B" BOND
BEAM W/ (U *5 ROD
CONT.
INT, a" X 5" BOND
BEAM W/ (U *5 ROD
CON7, ® HGT OF ADJ,
WALL
'E----16' O"
CRICKET 6
CHIMNEY
GENERAL NOTES
I, CONSTRUCTION SHALL FOLLOW "FLORIDA BUILDING CODE"
AS ADOPTED BY THE COUNTY AND AS APPLICABLE TO
THE AREA IN WHICH THE BUILDING 18 TO BE CONSTRUCTED
WITH ALL APPLICABLE AMENDMENTS,
2, THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ETC.
SHALL VERIFY ALL DIMENSION, CONDITIONS AT J0561 ,
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
I, DESIGN LOADS IN ACCORDANCE WITH FBC R CHAP, 3
2, SOIL BEARING CAPACITY: 2500 PSF (ASSUMED)
3. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARB:
FOOTINGS: 3" BEAMS: 1-1/2" SUSPENDED SLABS: I"
4, LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS,
GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS,
5. ALL LUMBER IN CONTACT WITH CONCRETE OR
MASONRY SHALL BE PRESSURE TREATED.
6, ALL STANDARD LUMBER SHALL BE SPF * 3, HF * 3 OF STUD
GRADE W/ A MIN, Fv • 1200 PSI OR BETTER,
1, SPLITTING OR CRACKING OF STRUCTURAL COMPONENTS DUE
t0 INSTALLATION OF HARDWARE 18 NOT PERMITTED,
8. UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED
HARDWARE SHALL CONFORM TO THE MANUFACTURERS
INSTRUCTIONS AND STANDARD PRACTICE,
9. 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.
10. UNLESS OTHERWISE NOTED FOR EXTERIOR WALLS, EXTERIOR PLYWOOD
SHEATHING IS TO BE NAILED WITH 9D OR
BETTER NAILS 6" O.C. EDGES AND 8" O,C. FIELD.
II, IT SHALL BE THE OWNERS RESPONSIBILITY TO ASSURE THAT THE ACTUAL
SOIL BEARING VALUE EQUALS OR EXCEEDS THIS MIN. AND IF IT IS LESS,
t0 MAKE SURE PROVISIONS AS THE ACTUAL CONDITIONS MAY REQUIRE,
12, ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL PERTINENT,
LOCAL, STATE, AND FEDERAL BUILDING REGULATIONS,
13, CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO
COMMENCING WORK,
14. 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 1-152 , TYPE 1.
15. ALL GYPSUM BOARD MATERIAL t0 COMPLY WITH FBC-RI02,3
16. ALL CERAMIC TILE TO COMPLY WITH F5C-R-T02.4
TO 5EWER
OR SEPTIC
PLUMBING DIAGRAM
N,T,S
F-1 I
-__--J
____________________—_—_—__ i
1
14" x 16" MONO FOOTING 1
2 *5 RODS CONTINUOUS I
l TYP, EXT,
I I
I
'
1 4"
I
' O O
I
I
'
1
ic",
"
14
I ,
TYPICAL DETAIL
I FOOTINGS E SLAB
I SCALE ---
3/4" = 1--
1 O"
--
-
----------------------'
UNDER
r — �
L-2 J
16" x 12" MONO FOOTING
2 *5 ROD$ CONTINUOUS I
( TYP. EXT,)
1
I I
I 4" 4'I
4"
( I
I O O 8
I II I I
I
TYPICAL DETAIL
I EDGE 0 GARAGE
SCALE 3/4" - 1' O" J
L— — — — — — — — — —
<V
s
�4
m
z7,_lo"
-- - - --
-------- --- -----
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48b"
20'-2"
I
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RECE*6 4"
BELOW FR,
ELOPE
I i
5-4' 2.214" 1..4
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SLA15 NOTES
4" SLAB WITH FIBER -MESH
OVER CLEAN COMPACTED,
NON ORGANIC FILL TO 95%
DENSITY -SOIL BELOW SLAB
TO BE TERMITE TREATED
PRIOR TO SLAB POUR.,.
3000 PSI CONCRETE
OVER 6 MIL VAPOR BARRIER
ALL FOOTINGS DESIGNS BASED ON
SF SOIL BEARING CAPACITY
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CONTRACTOR TO VERIFY
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FOR THRESPOLD
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SEPTIC TANK
OR SEWER
PREF-3
METALLF FLUE
DBL 2X8 FIT LEDGER RECESS SLAB
PRE -CAST LINTEL ATTACHED TO 4" FOR SHOWER
ABOVE F,P. OPENING MASONRY WALL _ _E_ � _
W/ 511: x 4" EMBED SEE TYP, DETAIL — - -�
FIRE WEDGE ANCHORS —
Box 24" O.C, w/ NUT + 8° F
HIGKENEG EDGEs" wASUERb4" 4" 4" OD CONTINUOUSI( TYP, IN
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GONG• SLAB
16" ,
81 I 411
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CIMN�' DETAIL TYPICAL DETAIL I ��
SNOUJ)=f RECESS TYPICAL DETAIL
SCALE: 1/4" • 1'-0" EDGE '• PORCH
FOOTING d SLAB I SCALE 3/411 = 11 01'
SCALE 3/4" = 11 0" L----------_J
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FOR SHWR ---'1- -----_ -----`--- --F-I
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FOUNDATION PLAN
SCALE: 1/4" - 1'-0"
FOUNDATION NOTES :
I, FOUNDATIONS ARE DESIGNED ON THE ASSUMPTION OF A MIN, SOIL BEARING OF 2500LB, PER 80, 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 ETHER STRUCTURAL MEMBER PENETRATING,
SLA58 ON FILL SHALL BE ISOLATED BY PREMOULDED JOINT FILLER C 1/2" THICK) COMPLYING WITH ASTM B 11v2 ,TYPE I.
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PERMIT 03/21/13
PLAN REVIEW 05/13/13
DR4U/N: RFM
D47E; 03/14/13
CHECKED:
✓QB"'; 13008
SNEE7
3
A=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
5PAGING NOTE
ALL TRU55E5 ARE TO BE SET
AT 2'-0: ON CENTER
EXCEPT A5 NOTED
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERI
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMII
IF MULTIPLE PLY.
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
30' Span or less A
0 degrees
or less
1 2
Line span approx.
Truss must be set this way if crone ussd.
Truss Is an aNample, your truss may not match.
,slat crane ooerator sets truss this way.
30' to 60' Span A
SDreader Bar
Irag ,_ APprox 2/3 to--,,
Line 1/2 of Span
REFER TO BCSI
iss mun'. be set this way if crane used.
This is an example, truss may not match.
Insist crane operator sets truss this way.
All load bearing walls, headers,
beams & lintels must be in place
at indicated height before trusses
are installed.
AIR HANDLER NOTE
UNLE, S NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES
ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR
ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT
WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS.
CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR.
For Truss to Truss
Connections see
hanger/connector
schedule in engineering
package.
Carrying Girder
Nails must be as
shown. Guide tabs o
Dome angle nails.
SEAT PLATES BY CHAMBERS
U REPRESENTS A HANGER
INDICATES LOAD BEARING
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-0"
ABOVE FINISHED FLOOR
INDICATES LOAD BEARING
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 15'-8"
ABOVE FINISHED FLOOR
A Do not stand on trusses until
they are braced
per BCSI & properly nailed to
straps
& hangers
HIP VALLEYS ARE DIFFICULT TO INSTALL,
PROBLEMS CAN
BE ADDRESSED BY CUTTING HIP
VALLEYS
IN HALF & FINDING CORRECT LOCATION.
Y
pU
CORNERNVIE
ELEG.
FX
SEE STAND
BEEBTANGN..
W
U.2
ENGeIEERING.
O O 2
rv00
I I I
14' O.C. TNRU
CORNER JA CKS
ONLY - *' 24' ,F'
CORNER DETAIL
OVERHANGS NOT SHOWN FOR CLARITY
12
6.00
9.
`xD 12.00
`t 12
I I 1 I
I
upset=114" heel=4 3/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
END DETAIL: A
5,-4„ 7 4" 2 41' 4"
I I I 1 I I I
2-2X LEDGER I
I I I I I
11.1 , •, All I -y, I gn'.R" li
NOTES:
* BEARING WALLS REQUIRED.
* BUILDER TO FRAME DOWN CEILINGS AS NEEDED.
* LEVEL RETURNS ARE BY BUILDER IF DESIRED.
FIREPLACE NOTE
An additional 50 PLF
will be added to truss
top chord at chimney
to accommodate load
from framed chimney
enclosure.
upset=1/4" hee1=4 3/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
END DETAIL: TYPICAL VAULT
upset=1/4" heel=4 3/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
TYPICAL END DETAIL
1 $ upset=1/4" hee1=3 7/8"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
END DETAIL: B
FABRICATION AGREEMENT
TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED S RETURNED
The legal description of the property where the trusses will be Installed is:
1. Trusses will be made in strict accordance with this truss placement diagram layout,
which is the sole authority for determining successful fabrication of the trusses.
2, All dimensions In this layout have been verified by the undersigned.
3. Unless written notice is provided by certified mail to Chambers Truss within ten (10)
days of delivery the underaigned agrees that no beckchargea will be allowed. In the event
such written notice is furnished Chambers Trues shall have three (3) bu*ess days in which
to begin repairs required, or to substitute other trusses, at Chambers option.
4. The undersigned acknowledges receipt of "BCSI 1-03" summary sheet by TPI & WTCA.
S. Delivery is to job site. II is the buyers responsibility to make the job site suitable for delivery. Chambers Truss has the sole authority to determine the suitability of the job site or r portion of the job site for delivery. Chambere Truss will be responsible for dump delivery only.
The buyer is responsible for additional delivery expenses if Chambers Truss has to redeliver
because job site is not prepared for delivery or buyer is not prepared for delivery of trusses.
Buyer is responsible to Chambers Truss for lowing costs due to site conditions.
B. Price as shown in paragraph 7 below is subject to change if any changes are made in
this layout. A $50 per hour fee for revisions may be charged by Chambers Truss,
Chambers Truss of
sum agreed to, or If np
agre mhent areasonable pries, nDvoceis a PURCHASE ORRtwill De made ondeliveryhand paid within terms of net on delivery. Invoice may be made at scheduled date of delivery if buyer cannot accept
delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss reasonable
attorney's fee for collections in event of payment not timely made. 1-1/2 % per month service
charge will be added for all sums not paid within terms.
B. Signature or initials anywhere on this sheet constitutes agreement to all terms herein.
9. In consideration of Chambers Truss extending credit for this material the undersigned
unconditionally guarantees payment when due of any and all indebtedness owed to
Chambers Truss by any entity receiving material and the undersigned agrees to pay such
indebtedness including attorneys fees, If default in payment for material be made by the
recipient.
10. 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
be Saint Lucie County, Florida.
11. Design responsibilities are per "National Standard And Recommended Guidelines On
Responsibilities For Construction Using Metal Plate Connected Wood Trusses
ANSI/TPI WTCA 4 - 2002""
. --Fri r+aEr maymmquvWPer'BCSII-W'toPreverdklpsy&denega
Multiple ply trusses must be faatened together per engineering
before they are set, failure to do so can result In roof collapse.
Temporary and Permanent bracing are required and can save life
and property and Is the responsibility of the truss erector.
Study the contents of the Information packet Included on delivery
before setting trusses.
Tnesw must be stand braced perdealpn to pr eywi t"& damage.
Trusses must be set plumb and square
Do not set bunks or stack of plywood, roofing material or any
other concentrated loads on trusses, this can cause collapse.
DO NOT SET TRUSSES USING THIS LAYOUT
USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES
CHAMBERS TRUSS INC
3105 Oleander Avenue
Fort Pierce, Florida 34982-6423
800-551-5932
Fort Pierce 772-465-2012 Fax 772-465-8711
Vero Beach 772-569-2012 Stuart 772-286-3302
Web Site: CHAMBERSTRUSS.COM
Email: MAIL@CHAMBERSTRUSS.COM
H!D%YagyB1C ., ML.l,.
92.0/93.2 MITEK 4.2
DESIGN CRITERIA
County
SAINT LUCIE
Building Department
ST LUCIE COUNTY
Wind Design Criteria
ASCE 7-2010
Wind Design Method
Main Wind Force Resisting
Roofing Material
Cement Tile
Loading in PSF
Roof R.D.L.
Top Chord Live
30
Top Chord Dead
15 4.z
Bottom Chord Live
10 Non -Concurrent
Bottom Chord Dead
5 3
TOTAL Load
50 7.2
Duration Factor
1.33
Wind Speed
170mph
Top Chord C.B.
Sheeting by builder.
Bottom Chord C.B.
Sheeting by builder.
Highest Mean Height
13'-1"
Building Type
ENCLOSED
Building Category
II:Non Restrictive
Exposure Category
D
Barrier Island
Yes
Conforms to FBC 2010
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Chambers Truss Inc. Drawing Name: 71046
Scale: 1 /4 = 1'
74 total trusses, 41 different trusses.
MI 4: RLCACAD: RLC Reviewed By:3_ZT_��
Date: 03/26/13
FOR
MAGER CONSTRUCTION INC.
DESCRIPTION:
LOJ
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
41 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT
71046