HomeMy WebLinkAboutREVISION - BUILDING PLANSFIBERGLASS SHINGLES MIN 6 FASTENERS
5/S" CDX PLYWOOD W/ CLIPS
(2) LAYERS OF 30" FELT,
TAGGED ASTM D466S ,
FOR STRAP REQUIREMENTS
SEE CONNECTOR SCHEDULE
TOP OF POLY WALL
SEE ELEV, FOR HGTS,
SOFFIT AND FASCIA
TO MATCH EXISTING
EXTERIOR FINISH OVER
CONCRETE FILLED
POLYSTEEL FORMS
TERMITE TREATED
R-20 INS. VALUE —
STUCCO FINISH
OVER POLYSTEI
WALL
EMBED 13"
05 FTC. DOWELL
SPLICE
32"
Q2I
1
=5 CONT. 25" LAPS
04 CONT, 20" LAPS
32" O,C.
'9° GYPSUM BOARD WALL
FINISH MATERIAL
SCREWED TO METAL
FURRING STRIPS
=5 VERTICAL o 24" O.C,
CONT, 20" LAPS
ENGINEERED ROOF
TRUSSES 0 24" O.C.
4" THICK GONG, SLAB (2500 PSI) W/
6" X 6" 10/10 W.W,M, OR FIBERME614
OVER VAPOR BARRIER OVER CLEAN,
COMPACTED POISONED FILL,
POLYSTEEL WALL SECTION
N.T.S.
///
ISTING /
F17-=-7
IF 41,2
(2) 2 X 12 BEAM
CH NAILED 3 ROWS
6D NAILS • 12" O.G.
ANTILM R BEAM
P45T COLUMN TO 1
UP BEARING OF HAA
E_==
REAR ELEVATION
+35.3
-41,1
SCALE: 1/4" = I'-0"
lJ J-_7 7 ---------------------------------------------------------------
RIGHT ELEVATION
SCALE: 1/4" = I'-O"
LEFT ELEVATION
DEMO FLAN
SCALE: 1/4" = f-O"
THESE PLANS AND ALL PROPOSED ARE WORK
E S 8 ECT TO ANY CORRECTIONS
INSPECTORSREQUIRED BY FIELD THAT
MAY See NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
THIS STRUCTURE HAS BEEN DESIGNED
AND REVIEWED FOR COMPLIANCE OF
FBC 1606.1.4 FOR ONE OF THE FOLLOWING:
INTERNALWIND PRESSURE _
WINDBORNE DEBRIS PROTECTION
IMPACT RESISTANCE GLAZING
.. _.._ lint l
23'A°
ELECTRICAL
SYMBOL
FAN OUTLET
F O
WP GFI SIDE
UP
GFI
Ilght
outlet
Switch
Q
03 REBAR HOOKS
10 6" O,C. \
HORIZONTAL REBAI
TOP AND SOT. AS
PER TABLE ASV,
CANTILEVER
TRUSSES —
TO FORM
PORCH ROOF
LOAD CALCULATIONS
NEW ADDITION
441 SQ. FT.
g 3 WATTS FER SQ, FnnT
1323
SUB TOTAL (1323 0 409.)
530
THESE PLANS HAVE BEEN REVIEWED
IN ACCORDANCE WITH THE FLORIDA
BUILDING CODE,
CUT BACK EPS AND EXPAND
STEEL 311 TO RE-CREATE
HORIZONTAL CONCRETE BEAM
AND COVER FOR REBAR
fL�
0
U-
FLOOR FLAN
SCALE: 1/4" = I'-0"
ELECTRICAL PLAN
SCALE: 1/4" - I'-O"
ELE COPY
REV1510N
AREA C:ALCUL4TION8
Addition = 441
Rear Forch = 126
Total
= 561
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73
DRA[UN: RFM/SA
DATE: 12/21/05
CHECKED:
JOB* 05335
saEEr 1
1
SCALE: 1/4" - I'-0"
TRUSS TO TRUSS CONNECTIONS BY TRUSS COMPANY
LOCATIONS AND CONNECTIONS ONLY UNLESS SPECIFIED
ON THE TRUSS LAYOUT TRUSS UPLIFTS 1000* OR LESS STRAP AT
EACH BEARING WITH (1) HETAI6 II-IOd OR MSTAIS 14-106
OR MTS IS W/ 14-I0d NAILS PER STRAP AS APPROPRIATE,
STRAP GE 24" OC W/STRAP SPECIFIED ABOVE AS APPROPIATE.
TYPICAL OUTLOOKERS 2 X 4 ^ 24" OC,
400 * UPLIFT EACH BEARING,
SECURE WITH H3 AT TOP CHORD OF DROP GE AND
JACK TOP CHORD WITH 3-16d,
TYPICAL COMMON AND END JACKS T AND LESS
400 * UPLIFT 4-I0d PER HETAI6 OR 8-I0d MSTAI8,
l TOP: (2) MSTA 18 14-I0d PER STRAP AS APPROPRIATE
** CONTRACTOR TO VERIFY ROUGH OPENINGS **
SIMPSON STRONG -TIE
HETA20 with TSS
USE 1 %2" IOd NAILS IN STRAPS UNLESS NOTED.
NO SPLITTING OR CRACKING ALLOWED.
EXTERIOR PORCH CEILINGS 5/5" STUCCO ON HIGH RIB LATH OR 1/2"
DW ON 1/4" PW EXT GRADE OR 5/8" SOFFITT BOARD - BLOCK SEAMS
Al
Al
Al
Al
A2
A3
A4
A5G
CJ5
CJ3
** DOWEL ROD REPAIR NOTES **
IN THE EVENT STEEL HAS BEEN INADVERTENTLY OMITTED
FROM DOWN POUR LOCATIONS, DRILL 6" INTO CONCRETE
(NO CLOSER THAN 35//4" FROM EDGES AND 5" FROM ENDS
OF CAP WALLS.) REMOVE DUST PER MFG.'S INSTRUCTIONS
AND USE 2 PART EPDXY TO ANCHOR *5 REBAR IN
PLACE. USE EITHER HILTI C-100 OR SIMPSON EPDXY -TIE.
** STEEL NOTE: (1)
#5 EVERT 24" O.C.
(1) #5 ON EACH SIDE
OF OPENINGS (2) #51a
ON EACH SIDE OF
GARAGE DOOR
AS AN ADDITION TO AN EXISTING RESIDENCE,
IT IS BUILDERS RESPONSIBILITY TO VERIFY ALL:
EXISTING PITCHES, HEEL HEIGHTS, OVERHANGS,
BEARING ELEVATIONS & DIMENSIONS IN THE FIELD
PRIOR TO FABRICATION OF THE TRUSS PACKAGE
SLAB NOTES
4" SLAB WITH FIBERMESH
OVER CLEAN COMPACTED,
NON ORGANIC FILL TO S5`+0
DENSITY -SOIL BELOW SLAB
TO BE TERMITE TREATED
PRIOR TO SLAB POUR.,,
5" SLUMP, 3000 PSI CONCRETE
OVER 6 MIL VAPOR BARRIER
ALL FOOTINGS DESIGNS BASED ON
2500 PSF SOIL BEARING CAPACITY
CONTRACTOR TO VERIFY
WALL LEGEND
TOP @ 8
■eC
:.
I=...■
!M■■
■!_
1011010
MEN
MEN
so
MIN
oamal
;\1IS
16o'
60
M Lo
U U w w
CJ5A
PRODUCT
ROOFING:
WINDOWS:
SIDING:
SOFFIT:
SHUTTERS:
2x6 STRUCTURAL
FACIA BY BUILDER
CJ3A
\(2) 2X4 #2 SP
THREADED
12D 4" O.C. W/ HS
w w w w w w l v v 9 SIMPSON EACH JACK
SPAN
BUILDER TO PROVIDE
2x6 STRUCTURAL ADDITIONAL BEARING
FACIA BY BUILDER AT THIS POINT
PRODUCT APPROVAL SUBMITTAL AFFIDAVIT
DESIGN
PRESSURES I MANUFA
+36 -45
+50,0 -50,0
CONCRETE
STUCCO
+56.0 -56,0
+65 -11
NOTE: ALL WINDOWS 4
MODEL * ATTACHMENT
METHOD
CERTAINTEED
LM-30
6-144" NAILS PER SHINGLE
010 WOOD SCREWSIi4" MIN, EMB,
ESP
330
6" FROM CORNERS 4 21" O.G.
2 COATS MIN, 1/8" THICKNESS
THEN PAINTED 2 COATS
CAMERON
PERFORATED
NAILS- 3/8"xl", J-CHANNEL (SCREW TO
ASHLEY
VINYL SOFFIT
EA, METAL FURRY STRIP)
GUAGE OF STEEL .050 i"
EASTERN MTL
BERTHA LESS
MACHINE THREAD W/Ii" MIN,
SUPPLY
THAN (o' SPAN
EMB. WING NUT 4 WSHR MAY 16" O.C,
TO FOLLOW MANUF, SPECS AS WELL AS THOSE LISTED ABOVE.
FOUNDATION PLAN
THESE PLANS HAVE BEEN REVIEWED
IN ACCOADANCE.WITH THE FLORIDA
BUILDING CODE
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.
�W/ 05 RODS d
6" O.G. EACH W,
SIDEWALK
O O O O 6 00 O O 0
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OZONE 2- USE IOd NAILS 0 6" O,G, 0 ZONE 3- USE IOd NAILS o 4" O.C.
NAILING PATTERN FOR ROOF
a
W
0
.::
F-I IF-21
1 16" x 16" MONO FOOTING 8" THICKENED EDGE
2 *5 RODS CONTINUOUS W/ 1 *5 ROD CONTINUOUS
( TYP. EXT. ) ( TYP. INT. )
4„ ¢I,
0 o it
TYPICAL DETAIL
16° EDGE 16 PORCH
TYPICAL DETAIL SCALE 3/4" = 1 O"
FOOTING 4 SLAB-__-__�
SCALE 3/4" = 1' 0"
------------------------------
CONNECTOR SCHEDULE
UPLIFT ACTUAL UPLIFT AN
TYPE
CONNECTION I UPLIFT I CONNECTOR LOADS QUANTITY 4 QUANTITY
A2
-112
HETA20
1805
I
A3
145
HETA20
1805
I
A4
180
HETA20
IBO5
I
A56
1151
HETA20
1805
I
GENERAL NOTES ST, LUGIE COUNTY
CONCEALED FASTENERS OR ATTACHMENT I. CONSTRUCTION SHALL FOLLOW FLORIDA BUILDING CODE JURISDICTION:
AS ADOPTED BY THE COUNTY AND AS APPLICABLE TO
ARE THE RESPONSIBILITY OF THE THE AREA IN WHICH THE BUILDING IS TO BE CONSTRUCTED CODE: FBC 2004
CONTRACTOR OF RECORD WITH ALL APPLICABLE AMENDMENTS,
2, THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ETC,
SHALL VERIFY ALL DIMENSION, CONDITIONS AT JOBSITE, PROJECT ADDRESS: PROJECT NAME
PLANS, SPECIFICATIONS, ETC,
3. ALL WRITTEN DIMENSIONS ON THESE DRAWING TAKE PRECEDENCE OVER SCALED DIMENSIONS. ARCHITECT/ENGINEER ROBERt FULLAN REG,* AR0014925
4. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS Jr
WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION TYPE OF CONSTRUCTION: POLYSTEEL FRAME
PROGRESSES.
STRUCTURAL NOTES BUILDING DESIGNED: ENCLOSED OPEN PARTIALLY ENCLOSED _
I, DESIGN LOADS IN ACCORDANCE WITH FBC CHAP.I6
2. SOIL BEARING CAPACITY. 2500 PSF WIND SPEED (3 SECOND GUST): 130mph 140mph
3, ALL STRUCTURAL CONCRETE SHALL HAVE A MINIMUM
COMPRESSIVE STRENGTH OF 3000 PSI AT 2S DAYS.
4, SLAB/FOOTINGS TO BE CONCRETE WITH MINIMUM EXPOSURE: E3 COPY
2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS, FILE
SEE PLANS FOR SIZE AND STEEL REQUIREMENTS. INTERNAL PRESSURE COEFFICIENT 18
S. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
FOOTINGS: 3" BEAMS: 1-1/2" SUSPENDED SLABS: I" IMPORTANCE FACTOR: 1.0
Co, 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 MEAN BUILDING HIGHT < = 30 ft
MASONRY SHALL BE PRESSURE TREATED.
8 SPLITTING OR REV1810N
TO INSTALLATION OF HIARDWARE IS NOT NG OF APERM PERMITTED,
DUE OVERHANG 2411 ROOF PITCH 3 /12
S. UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED
�I�b��
HARDWARE SHALL CONFORM TO THE MANUFACTURERS COMPONENTS 4 CLADDING WIND PRESSURES
INSTRUCTIONS AND STANDARD PRACTICE.
10. BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A
NUMBER EQUAL TO THE NUMBER OF PLIES OF THE BEARING MEMBER ROOF DEAD LOAD (SHINGLES) (TILE)
WHEN THE BEARING MEMBER IS 2 OR MORE PLIES UNLESS NOTED,
11, ROOF SHEATHING TO BE NAILED WITH 8d RINK SHANK OR IOd
ROOFING NAILS OR EQUAL 4" O,C, EDGES AND 6" OC FIELD FRAMED FLOOR LIVE LOAD per DEAD LOAD per
12. UNLESS OTHERWISE NOTED FOR EXTERIOR WALLS, EXTERIOR PLYWOOD
SHEATHING AND INTERIOR DRYWALL IS TO BE NAILD WITH IOD OR SHUTTERS: YES * NO
BETTER NAILS 6" O.C. EDGES AND 8" O,C, FIELD, OR SCREWED WITH
DRYWALL SCREWS I, 5 INCHES LONG AND 0,131 INCHES DIA, IMPACT RESISTANCE ASSEMBLY: YES NO
13. ATTACHMENT DOOR AND WINDOW BUCKS PER DETAILS COVER SHEET
14. FRAME TO MASONRY SEGMENT CONNECTIONS:
PT 2 X 4 MINIMUM TO MASONRY WITH 15" DIAMETER 6" EMBEnMPNT
WEDGE BOLTS I AT TOP AND BOTTOM 36" OC THEREAFTER,
1, FOUNDATIONS ARE DESIGNED ON THE ASSUMPTION OF A MIN. SOIL BEARING OF 2500LB, PER SQ, FT.
IT SHALL BE THE OWNERS RESPONSIBILITY TO ASSURE TORT 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.
2, ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL PERTINENT, LOCAL, STATE, AND FEDERAL BUILDING REGULATIONS.
3, CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO COMMENCING WORK,
4, COLUMNS, BEAMS, AND WALLS OR ANY OTHER STRUCTURAL MEMBER PENETRATING,
11
SLABS ON FILL SHALL BE ISOLATED BY PREMOULDED JOINT FILLER ( 1/2 THICK ) COMPLYING WITH ASTM 5 1152 , TYPE 1,
POLY STEEL BEAMS OVER OPENINGS
(EBEAM SCHEDULE)
Q
MAX. BEAM
BEAM
STEEL
LENGTH
DEPTH
(2) *5 TOP
*3 HOOKS 6" O,G, EA,
I
,
16
11
16
(2) *1 BOT,
POLYFORM CELL
1
7'
1611
(2) *5 TOP
*3 HOOKS 6" O,G, EA,
(2) S BOT.
POLYFORM CELL
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OR.40V, RFM/SA
DATE: 12/21/05
CHECKED:
JOB» 053313
SNEBT
5�1
FIBERGLA55 SHINGLES MIN 6 FASTENERS
5/0" CDX PLYWOOD W/ CLIPS
(2) LAYERS OF 30" FELT,
TAGGED A5TM 04865 \
FOR STRAP REQUIREMENTS
SEE CONNECTOR SCHEDULE
TOP OF POLY WALL
SEE ELEV, FOR NGTS,
SOFFIT AND FASCIA
TO MATCH EXISTING
EXTERIOR FINISH OVER
CONCRETE FILLED
POLYBTEEL FORMS
TERMITE TREATED
R-20 INS, VALUE
STUCCO FINISH
OVER POLYSTEE
WALL
EMBED 13"
05 FTG DOWELL
SPLICE I
12
2
1/2" DRYWALL
15 CONT. 25' LAPS
"4 CONT. 20" LAPS
32" O.C.
ki" GYPSUM BOARD WALL
FINISH MATERIAL
SCREWED TO METAL
FURRING STRIPS
"5 VERTICAL • 24" O.C.
CONT, 20" LAPS
ENGINEERED ROOF
TRUSSES a 24" O.C.
4" THICK CONC. SLAB (2500 PSI) W/
6" X 6" 10/10 W.W.M. OR FIBERMESH
OVER VAPOR BARRIER OVER CLEAN,
COMPACTED POISONED FILL.
REAR ELEVATION
RIGHT ELEVATION
SCALE: 1/4" - V-O"
LEFT ELEVATION
DEMO FLAN
SCALE: 1/4" - I' O"
TERMITE TREATMENT REQUIRED
MINIMUM FINISHED FLOOR ELEVATION
SHALL BE 1 B" ABOVE CROWN OF ROAD
OR HIGHER AS MAY BE NECESSARY
IN ORDER TO MEET FLOOD ZONE AND
OR HEALTH DEPT REQUIREMENTS.
ELECTRICAL
SYMBOL
FAN OUTLET
F.O.
WP GFI SIDE
Ilght
,LWFl
-{ }-
outlet
swftch
$
03 REBAR HOOKS
m ro" O.C, \
HORIZONTAL REBAI
TOP AND BOT. AS
PER TABLE ASV.
LOAD CALCULATIONS
NEW ADDITION
441 SQ. FT.
a 3 W,4TT5 FEIR SQ. FOOT
1323
SUB TOTAL (1323 a 40%.)
530
THESE PLANS HAVE BEEN REVIEWED
IN ACCORDANCE WITH THE FLORIDA
BUILDING CODE,
CUT BACK EIvS AND EXPAND
STEEL 3" TO RE-CREATE
HORIZONTAL CONCRETE BEAM
AND COVER FOR REBAR
F
IL
LL
U_
FLOOD', FLAN
SCALE: 1/4" = l'-O"
NELU LIVING: 'I
ROOM /
ISTING HOUSE
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,
ELECTRICAL FLAN
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
SCALE: 1/4" - l'-OBI ,'IS STRUCTURE HAS BEEN DESIGNED
AND REVIEWED FOR COMPLIANCE OF
FSC 1606.1.4 FOR ONE OF THE FOLLOWING:
INTERNAL WIND PRESSURE
WINDSORNE DEBRIS PROTECTION r
in
MPACT RESISTANCE GLAZING
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR C P MINCE
REVIEW ��g/y
<
PLANS AND PERK MI��
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
AREA CALCULATIONS
,Addition = 441
Rear Forch = 126
Total = 56*1
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(L
)FY/5/ON5
DRAWN; RPM/SA
CAA , 12/21/05
CHECKED:
JOB• 0533E
BNEET
A-1
SCALE: 1/4" - 1'-0"
SCALE: 1/4" - I'-0"
FILE COPY
FIBERGLASS SHINGLES MIN 6 FASTENERS
5/8" CDX PLYWOOD W/ CLIPS
30•FELT, TAGGED ASTM D4869
FOR STRAP REQUIREMENTS
SEE CONNECTOR SCHEDULE
TOP OF POLY WALL
SEE ELEV. FOR HGTS,
SOFFIT AND FASCIA
TO MATCH EXISTING
EXTERIOR FINISH OVER
CONCRETE FILLED
POLYSTEEL FORMS
TERMITE TREATED
R-20 INS, VALUE
STUCCO FINISH
OVER POLYSTE
WALL
EMBED 13"
65 FTG DOWELL
SPLICE I
J 32"
loll
MIN 12" OF
COVER
12
2
R - IS INSUL.
1/2" DRYWALL
05 CONT. 25" LAPS
04 CONT. 20" LAPS
32" O.C.
14" GYPSUM BOARD WALL
FINISH MATERIAL
SCREWED TO METAL
FURRING STRIPS
•5 VERTICAL B 24" O.C.
CONT. 20" LAPS
ENGINEERED ROOF
TRUSSES 24" O.C.
4" THICK CONIC. SLAB (2500 PSI) W/
6" X 60 IOAO W.W.M. OR FIBERMESN
OVER VAPOR BARRIER OVER CLEAN,
COMPACTED POISONED FILL.
SEE 9-1 PAGE
f=0LY6TEEL UJ)4LL SECTION
N.T.S.
POLYSTEEL WALL INSULATION VALUE 15 R-20
03 REBAR HOOKS
O.G. \
(HORIZONTAL REBAf
TOP AND BOT. AS
PER TABLE ABv.
CUT BACK EPS AND EXPAND
STEEL 3" TO RE-CREATE
HORIZONTAL CONCRETE BEAM
RIGH
ELEVATION
AR" L V rION
SCALE: 1/4" = 1'-0"
LEIFT ELEVATION
I
DEMO PLAN
SCALE: 1/4" - I'-O"
TERMITE TREATMENT REQUIRED
MINIMUM FINISHED FLOOR ELEVATION
SHALL BE 18" ABOVE CROWN OF ROAD
OR HIGHER AS MAY BE NECESSARY
IN ORDER TO MEET FLOOD ZONE AND
OR HEALTH DEPT REQUIREMENTS.
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.
CONCEALED FASTENERS OR 01 ACHNIEN TS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
THIS STRUCTURE HAS BEEN DESIGNED
AND REVIEWED FOR COMPLIANCE OF
FBC 1609.1.4 FOR ONE OF THE FOLLOWING:
INTERNAL WIND PRESSURE
WINDF.ORNE DEBRIS PROTECTION
IMPACT RESISTANCE GLAZING _
ST, LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR CGMftIANCF,.r.,p
DATE
PLANS AND PERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
6' �n 21 O„
CANTILEVER TRUSSES 6'
t0 FORM PORCH ROOF
\ (2) SH 23
�n
S
46'-O"
NEW LIVING
ROOM
8' O" CLG
FRAME
R
3' 2" m I I w/11OPENING
2x8 STUDS
3060 PKT
ISTING HOUSE
FLOOD'. PLAN
SCALE: 1/4" - 1'-0"
m
2
N
ST. LUCIE COUNTY HEALTH DEI'Yf
ENVIRONMENTAL HEALTH SEC 1oli j
SITE PLAN APPROVED FC,
FLAN
SUPEACEDES ALL FREviC ..:..,: .
ELEC I-}- I'C.0/%L LAN PLANS FOR
OSTDS#k--DATE V 1110L
SCALE: 114" . l' C' REVIELUEA: -if,-
THESE PLANS HAVE BEEN REVIEWED
IN ACCORDANCE WITH THE FLORIDA
BUILDING CODE,
�AfRE 4 CALCULATIONS
Addition 441
Rear Porch = 126
Total
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REVISIONS
z)RAWN: RFM/SA
DArE: 12/21/05
CNECKEL7:
,k7B� 65339
SHEET
SCALE: 1/4" - I'-0"
SCALE: 1/4" - I'-0"
Imm
FIBERGLASS SHINGLES MIN 6 FASTENERS EA.-
5/8" CDX PLYWOOD W/ CLIPS
(2) LAYERS OF 3IOO FELT,
TAGGED ASTM 114869 \
FOR STRAP REQUIREMENTS 2
SEE CONNECTOR SCHEDULE
� 3\ ,
I TOP OF POLY WALL
SEE ELEV. FOR HGTS.
SOFFIT AND FASCIA
TO MATCH EXISTING
EXTERIOR FINISH OVER
CONCRETE FILLED
POLYSTEEL FORMS
TERMITE TREATED
R-20 INS. VALUE
STUCCO FINISH
OVER POLYSTEEL
WALL
EMBED 13"
=5 FTG DOWELL
SPLICE
32"
10"
/ R - 19 INSUL,
1/2" D
"5 CONT, 25" LAPS
04 CONT. 20" LAPS
32" 04,
ENGINEERED ROOF
TRUSSES 0 24" O.C.
h" GYPSUM BOARD WALL
F
FINISH MATERIAL
Q
SCREWED TO METAL
FURRING STRIPS
=5 VERTICAL • 24" O.C,
W
N
\'4 CONT. 20" LAPS
4" THICK CONC. SLAB (2500 PSU W/
6" X 6" 10/10 W.W.M. OR FISERME5H
OVER VAPOR BARRIER OVER CLEAN,
COMPACTED POISONED FILL.
SEE 6-1 PAGE
Pnl iSTEPL WALL SECTION
N.T,S.
2I
(TYF
RICH
12
2 G
EXI5TING
,cZEAR ELEVATION
t > i =,%i ATI/IkI
SCALE: 1/4" = I'-O"
LEFT ELEVATION
SCALE: 1/4" = I'-O"
IDEI„ IO FLAN
SCALE: 1/4" = 1'-0"
23' 3"
ELECTRICAL
SYMBOL
FAN OUTLET
F.O.
WP GFI SIDE
FI
light
yL
outlet
5WItCh
°3 REBAR HOOKS
m 6" O.C. \
HORIZONTAL REBAI
TOP AND BOT. AS
PER TABLE ABV.
LOAD CALCULATIONS
NEW ADDITION
441 SQ, FT,
0 3 WATTS PER SQ. FOOT
1323
SLIE3 TOTAL (1323 -w 403o)
530
CUT BACK EPS AND EXPAND
STEEL 3" TO RIF-CREATE
HORIZONTAL CONCRETE BEAM
AND COVER FOR REBAR
T
U.
LL
CANTILEVER TRUSSES
'0 FORM PORCH ROOF
EXISTING HOUSE
FLOOR PLAN
SCALE: 1/4" . 1' 0"
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I
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EXISTING HOUSE
ELECTRICAL PLAN
SCALE: 1/4" - I'-O"
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.
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
THESE PLANS HAVE BEEN REVIEWED
IN ACCORDANCE WITH THE FLORIDA
BUILDING CODE.
AREA CALCULATION5
Addition - 441
Rear Porch 12(o
Total = 56-1
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OR,4WN, RFM/SA
OArE.- 12/21/05
CHECKED:
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SHEET
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�.11:..1.All-'INTF_RIOF2 FINISH \Y!
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1r'-ICU IInII_S 11.1 PIJST l.T/\I��\,�1_ UI�, I_)U ICI\ DETAIL
AIL ITIaI "3 BEND 9ERRUP6 IJ q%i R W
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r Iril (')" I I. t.• �'.. EXT RIOR yil-7?°I��{
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INNER FRAME
11 77
n o TYP, WINDOWS AS REQUIRED BY
L • ) - I-_. I �; / WINDOW FRAME
DETA I L—__srnt=E� 1/ t' -. �'_u' / L1_
— _ I : I I IN rER. rIN. scREwED ro
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((I'I IJI IIII UU V INSTALL14D IN EACH VERTICAL CORE (12" O.G.) ACROSS THE ENTIRE LENTH pj1 4 U E)L
"Il l `�I�.,I _ `"�+•6�!°: .^. t:�`J OP TIDE LINTEL AS SI-IOIUiJ ABOVE. Si1RP.(1P ENDS MUST BE NOOY.ED AROUND �, � "s L
IIII' III Till') . IlALI ' `��i„d,. � 1_ sue._.. 1 TFIE '5 HORIZONTAL REBAR WITH AT LEAST A 135 DEGREE BEND. _._._.
/'(I) (SI I l 1 1 V`1 1117 I II:i l S..) t1A1.1_ 1 !J Il r
`I F�' (ule. 25' ZAPS I' ^ N R A I I_.I ICI e_� DI -TAIL
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II
X 'I' I"A',I:IA _-ii_ SCALL 3/11' = 1'-U'
j 1R7n1'I'F:U it/ nl.11ll. II N.T.S. ,E `
II - CONNECT TOP OF BAY FRAMING
II TO TF�}t5S TAILS W/ SIMPSON H8
I II W/ 10/,0& NAILS PER STRAP �¢ --
.I i I If O pUL1' SIEEL
SIMPSON SP4 01,_ __ _,
` I--- _114 I'lJlll, PO I.nl'S +16" O.C. MAX - SJUCCU IIFII511 T, 1" DIAGOEUrrD _. TO L ell. RFIYovED
ccr ief?l; J t 1 11 I-l=lJ 1 II E I. L:. H _Q0Opp
AP5 A61D REUSED AS flLOGKINL \
Y" V• 'I-�Yt• hOI 1 511?CL I C71-P15 II 3� '; �jJl I\� 1'I 2• X IU" F!ICK TO P[ IIIPAPPFD 11/1lH y f
1 'IChIitir IhI AII:D 11 P SEE I'ULY SIEEL I)EIAIIS
Dn• rFLT ArID Prl-IAIN IN
I FR-7o II IS VAL_lIL 11 1!� WITl •11C IJUPPII 1161 1_ 1 �a �op�R gy" UCS 76
I PLACE A rF� IUML IS PO RED
u 1 il`IIE:i 111A I1:1'IAL- yl a �� � lx lE.I. NUI7X (lx6l .1. j\(v tC v1nr>ya�V (�O — (OR I)5E PRE55URE lR6AIFD LUNSER)
IiCl?l 111191: ;r7I IE:I,AL t- g
d EIIICI( full 000Ili) W/ FFJLL y (Vl-)( OF Fxlr_Rlorz OF eLDG.
j -_IL-_ ('LIr?hII I(h >II?11�5 j SEE SCHEDULE FOR J/10" x I I/2" ELIUEU rltwINU.II( -
I II .i SIMPSON SP4 y[ iloiS P 0' O.C. r3CF�l(ts r F.X7ERIOe nDID uJ rERInR rPn{-IE
id READ. STRAP + 5TI- !3E✓E� to of REMoveD. kl
° "61.AI?I l PI_ ^.hll"' Eill?II 1C3 II I I EACH TRUSS + EACH STUD - _
hlAll_1 I ' III/ P,11 LL_F-1'II`IEi. II CtXl IIIIUUIJ i UEAU 51LL PLATE ,l 10 5- .1' COHr- 1
_,-- II l' — / OF (.nULI(IIIU ` SPACED ArIGEIJ FP.1P CONCRETE
I'OI� I I/ 11 11 (,All(:II- 6I I.L I_ _ / — nO FORI-15 BELOW or 7- z'x n'
fir, VEl? l I CAI 1± 24' EI. C. 18 GAUGE FIATSTRAPE ^'"1" "'""^Yj,('4"'^i'
LlS....ULV• _..LJ, ._I' L11.I
W/ 5-IOp NAILS IN JACK Ks
CF11= PLr- I"111•.I.II lc, I .II II IVI10OII OR I)OOR JIJAIdE �\
-11- DBL PLATE
5-IOD NAILS IN HEADER glTlq<� n-nnq r�7tt6M1^,m^la; ptmrn]iaXltlengtmtprt,n^e a't: r.
'i171= - LG.iC7Xl 3/E3" II TOP PLATE 5 10D NAILS IN TOP PLATE Ih ,rlw•„e h, ern l++ItlthM ,tKm 0'* a11ma x(r n°e nl.y. k. NTFRICR OF E LDG
{!F1
IFITAHE I nt- EXTERIOR jl
IIII IIIItIF.Upp CLAIIIIC �VIOVED
ANE'R WALL I5 POURED )
Illl ® —� .J �\ �lIIlLrltl�( �I.I1II:IIIJ),IY• I _ /
IIII WN1IU IIASF. 2Y, STUDS
I � Illl 16" o,c.
- 11- Illt'I; 0110'. St. nR 12"(10 --- --
_ IIII I"S I I w/ fr x fi
CURL O I;l' ;? Illl I Ili I11 1I V. III. 11H r 1 Ilr17IIESI I I IVI: 2X JACKS FOR HEADER CUIII. CAUI,IQIIU rYPlcAI. unrlDow P.OU ,LI-lo-1 mnrnaG - -- -
II'.T I I U III IWI LI, u 1 Jill vnI'1112 E)rria. 1 �� I I`/t.l? (I, I (1FI, I JACK FOR 5'O" 6PANS OR LESS F2EVlSi7iVS
ua nt N11 Ion
SI'L I hE (,I IIII 1:11111'M; I E 11 I'l I I Sl II IF:II I dLl, 2 JACKS FOR 50' - 8'O" SPANS
J2' IIII 3 JACKS FOR 8'C' - 12'0" SPANS Ex ILRIUII UUORS FPAI-IOR FID PEMO IOR !-�'r"
_ •� IJI AFIER WALL IS POIIRFD
"-•'•"'"'�Tf- -"•' TO LIFA�ifn IIF..I ,{iT ONLY
__ l\ FX{ERIOR F?AIIE
1 \ �10 RIS11AIN (OPHOIJAL)
L
P.T• 2X BOTTOM PLATE
II p
W/ SIMPSON 6P4
F.nl1�n �;unul .EACH
IISTUD t JACK DOOP BUCK. TO
` \\\ Br: ILIRAt F FD IIIITLI 30" r:F.l T
1PrAI FD LUI ICER) LA_E
WINDOW/DOOR D(JUK DETAIL
D n Rcl Inlr• ud P
-. rr�RUFrPF55uR>
" , ! cnn .. � 5LA�LIIJE
1/2"XIO" IIJ" BOLT OR - ClA TE: 12/30/04
I&I X 6" WEDGE ANCHORS 1 l 2 ", 1'�'U it'FIGAL DOOR ROU6d I-IPI PRAhIING
of (,71/0( — _ W/ 3" X 3" X I/4" - -O
WASHERS a 36" D.C. MAX.
..I 16" W X 12" DEEP _ _ARE i/ J i ►� �� i_ ti l A L L h- . _ RE SUBJECT FIELD INS K
DOOR AND WINDOW RDUClN IN PPSAMIFIG
I II 7 THESE PLANS AND ALL PROPOSED WORK
UFO MONO FOOTING 'I` DC)OR &; WINDOW DUCKS ".f0 13L >"X10" ID k I AS LLI IL-D 10 I'UL SIEL.L OLOCKS MAY I NECESSARY NORDERECTORSOTHAT 5NEEr
O W/ 2 "5 RODS / 3Y 4 , tom.. ,�
I A(��Lf�LD 1 G" O.C. Ca" 1��1�01v1 �I\IDS
I o W ,1(, 1/11 caul 5 ,, �'
II 1 COMPLY WITH ALL APPUCADLE CODES.
_— --.
- - Q FASTENERS OR ATTACHh"EPeFa
I'I.II-YS I I_LL 1!(ll._I_. lI\ISUI-rI I I1_11A �'rn1_U) I;� I�-L() I TYP BEARINGS DETAIL ARE THE RESFOsr51FlILITfOFTeIE FILCOPY
CONGEAL " " OF
17
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TRUSS TO TRUSS CONNECTIONS BY TRUSS COMPANY
LOCATIONS AND CONNECTIONS ONLY UNLESS SPECIFIED
ON THE TRUSS LAYOUT TRUSS UPLIFTS 10000 OR LESS STRAP AT
EACH BEARING WITH (1) HETAI6 II-IOd OR M6TA18 14-I0d
OR MTS 18 W/ 14-I0d NAILS PER STRAP AS APPROPRIATE,
STRAP GE 24" OG W/STRAP SPECIFIED ABOVE AS APPROPIATE.
TYPICAL OUTLOOKERS 2 X 4 m 24" OC.
400 " UPLIFT EACH BEARING.
SECURE WITH H3 AT TOP CHORD OF DROP GE AND
JACK TOP CHORD WITH 3-16d,
TYPICAL COMMON AND END JACKS T AND LESS
400 " UPLIFT 4-I0d PER HETA16 OR 8-I0d MSTA18. SIMPSONOJ'
POST CONNECTIONS: BASE: ABU44, HETA20 wit
TOP: (2) MSTA 18 14-I0d PER STRAP AS APPROPRIATE
UNLESS NOTED.
USE I V5" IOd NAILS IN STRAPS UNLESS NOTED,
NO SPLITTING OR CRACKING ALLOWED.
EXTERIOR PORCH CEILINGS 5/8" STUCCO ON HIGH RIB LATH OR 1/2"
DW ON 1/4" PW EXT GRADE OR 5/8" SOFFITT BOARD - BLOCK SEAMS
Al
Al
Al
A2
A3
O
N
A4
A5G
CJ5
CJ3
** S **
CONTfRACTOR TO VERIFY ROUGH OPENINGS
PRODUCT APPROVAL SUBMITTAL AFFIDAVIT
** DOWEL ROD REPAIR NOTES **
IN THE EVENT STEEL HAS BEEN INADVERTENTLY OMITTED
FROM DOWN POUR LOCATIONS, DRILL 6" INTO CONCRETE
(NO CLOSER THAN 34 " FROM EDGES AND 5" FROM ENDS
DESIGN
ATTACHMENT
OF CAP WALLS.) REMOVE DUST PER MFG.'S INSTRUCTIONS
PRODUCT
PRESSURES
MANUFACTURE
MODEL
METHOD
AND USE 2 PART EPDXY TO ANCHOR 05 REBAR IN
�'a,a•. PLACE. USE EITHER HILTI C-100 OR SIMPSON EPDXY -TIE.
ROOFING:
+36 -45
CERTAINTEED
LM-30
6-144" NAILS PER SHINGLE
—TIE
SLAB NOTES
TL+ `"
T&S
"10 WOOD SGREWSIia° MIN. EMB.
.h ..77VV 4" SLAB WITH FIBERMESH
WINDOWS:
+50.0 -50.0
ESP
330
6" FROM CORNERS ` 21" O.C.
OVER GLEAN COMPACTED,
*4-STEEL NOTE: (1)NON ORGANIC, FILL TO 35%
SIDING:
CONCRETE
2 COATS MIN. 1/8" THICKNESS
THEN PAINTED 2 GOATS
II DENSITY -SOIL BELOW SLAB
#5 EVERY 24O.C• TO BE TERMITE TREATED
STUCCO
CAMERON
PERFORATED
NAILS- 3/8"xl�", J-CHANNEL (SCREW TO
(1)05 ON EACH SIDE PRIOR TO SLAB POUR...
SOFFIT:
+56.0 -56.0
ASHLEY
VINYL SOFFIT
EA, METAL FURRY STRIP)
5" SLUMP, 3000 PSI CONCRETE
OF OPENINGS (2) #5 S OVER ro MIL VAPOR BARRIER
GUAGE OF STEEL .050 %a"
ALL FOOTINGS DESIGNS BASED ON
ON EACH SIDE OF
SHUTTERS:
+65
EASTERN MTL
SUPPLY
BERTHA LESS
THAN 6' SPAN
MACHINE THREAD W/1 " MIN.
WING NUT 4 WSHR MAY 16" O.G.
2500 PSF SOIL BEARING CAPACITY
EMB,
GARAGE DOOR CONTRACTOR TO VERIFY
T i i �111 MAwIIIC ds I11FI I AS THOSE LISTED ABOVE.
V� \
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6'
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CANTILEVER
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N
FLAT CLG
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I
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I
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21'
Scale: 1' = 1 /2"
- 27'
SPAN
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ROOF EDGE
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NAILING PATTERN FOR ROOF
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, ETC,
SHALL VERIFY ALL DIMENSION, CONDITIONS AT J055ITE,
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 CHAP.16
2, SOIL BEARING CAPACITY: 2500 PSF
3. ALL STRUCTURAL CONCRETE SHALL HAVE A MINIMUM
5�` 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" BEAM5: 1-I/2" SUSPENDED SLABS: I"
JJ 6. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS,
1 I GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS,
1. ALL LUMBER IN CONTACT WITH CONCRETE OR
MASONRY SHALL BE PRESSURE TREATED.
S. SPLITTING OR CRACKING OF STRUCTURAL COMPONENTS DUE
TO INSTALLATION OF HARDWARE 15 NOT PERMITTED.
c3. UNLE55 OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED
HARDWARE SHALL CONFORM TO THE MANUFACTURERS
INSTRUCTIONS AND STANDARD PRACTICE.
10. BEARING POINTS OF TRU55EO SHALL HAVE VERTICAL STUDS IN A
NUMBER EQUAL TO THE NUMBER OF PLIES OF THE BEARING MEMBER
WHEN THE BEARING MEMBER 15 2 OR MORE PLIES UNLESS NOTED.
11. ROOF SHEATHING TO BE NAILED WITH Sd RINK SHANK OR IOd
ROOFING NAILS OR EQUAL 4" O.C. EDGES AND 6" OC FIELD
12. UNLESS OTHERWISE NOTED FOR EXTERIOR WALLS, EXTERIOR PLYWOOC
SHEATHING AND INTERIOR DRYWALL IS TO BE NAILD WITH IOD OR
BETTER NAILS 6" O.G. EDGES AND 8" O.C. FIELD, OR SCREWED WITH
t/ > DRYWALL SCREWS I. 5 INCHES LONG AND 0.131 INCHES DIA.
1 a ATTACHMENT DOOR AND WINDOW BUCKS PER DETAILS COVER SHEET
6' O"
2444x16 PAD
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6" O.C. 1_4„
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SCALE: 1/4" - 1' O'�
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16" x 16" MONO FOOTING 8" THICKENED EDGE
2 "5 RODS CONTINUOUS
W/ I 05 ROD CONTINUOUS
( TYP. EXT.) ( TYP. INT. )
411
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TYPICAL DETAIL
EDGE 1, PORCH
TYPICAL DETAIL SCALE 3/4" = 1' 0"
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IPLIFT
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JURISDICTION: ST, LUCIE COUNTY
CODE: FBC 2004
PROJECT ADDRESS:
PROJECT NAME
ARCHITECT/ENGINEER ROBERT FULLAN REG.0
AR0014325
TYPE OF CONSTRUCTION: POLYSTEEL *
FRAME _
BUILDING DESIGNED: ENCLOSED * OPEN
PARTIALLY ENCLOSED
WIND SPEED (3 SECOND GUST): 13Omph
140mph
EXPOSURE: B
INTERNAL PRESSURE COEFFICIENT IS
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
IMPORTANCE FACTOR: 1.0
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
MEAN BUILDING HIGHT < ` 30 Ft
CONCEALED FASTENERS OR ATTACHMENTS
OVERHANG Z4 ROOF PITCH 3 /12
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
COMPONENTS 4 CLADDING WIND PRESSURES
ROOF DEAD LOAD I'l (SHINGLES)
(TILE)
FRAMED FLOOR LIVE LOAD psF DEAD LOAD
SHUTTERS: YES * NO
IMPACT RESISTANCE ASSEMBLY: YES
NO * _ FILP COPY
14, FRAME TO MASONRY SEGMENT CONNECTIONS:
PT 2 X 4 MINIMUM TO MASONRY WITH 15" DIAMETER 6" EMBEDMENT
WEDGE BOLTS I AT TOP AND BOTTOM 36" Or- THEREAFTER.
I. FOUNDATIONS ARE DESIGNED ON THE ASSUMPTION OF A MIN, SOIL BEARING OF 2500LB, PER 5Q, FT.
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,
2, ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL PERTINENT, LOCAL, STATE, AND FEDERAL BUILDING REGULATIONS,
3, CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO COMMENCING WORK.
4, COLUMNS, BEAMS, AND WALLS OR ANY OTHER STRUCTURAL MEMBER PENETRATING,
SLABS ON FILL SHALL BE 15CLATED BY PREMOULDED JOINT FILLER ( 1/2" THICK ) COMPLYING WITH ASTM B 1152 , TYPE I.
POLY STEEL BEAMS OVER OPENINGS
(BEAM SCHEDULE)
Q
MAX. BEAM
BEAM
STEEL
LENGTH
DEPTH
(2) 05 TOP
03 HOOKS 6" O.G. EA.
1
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10
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POLYFORM CELL
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03 HOOKS 6" O.C. EA,
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DRAWN: RFM/SA
DATE: 12/21/05
GN CKED:
,/O,g• 0533S
SHEET
HAKVCZ5 VVi i HUU I PKIUK APPROVAL FROM A REPRESENTATIVE OF TJ TRUSS CORP.
IMPORTANT NO I•ES
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AS AN ADDITION TO AN EXISTING RESIDENCE,
IT IS BUILDERS RESPONSIBILITY TO VERIFY ALL
r v I n T I A I i1 I.1 I T r1 I I r i1 1 I r- 1— I 1 1 1"""" I 10�1 1 1 T' r% r\ .. r' r'% .. w I. ■ A.
-- - - -- -
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BUILDER
TO FRAME
BUILDER TO FRAME
Scale: 1' = 1 /2"
..4e I�
C) U W
21'
- 27'
SPAN
W5A
CJ3A
- (2) 2Xz
THRE.
< < 12 D 4" O
BUILDER TO PROVIDE
ADDITIONAL BEARING
AT THIS POINT
TYPICAL END DETIAL
HEEL
HGT.
3"14
12
3
ROOF
PITCH
SQUARE
CUT
�- 2' -r=�
O.H. LENGTH
LAYOUT DRAWN FROM PLANS LAST DATED
TRUSS PLACEMENT ONLY
TJ TRUSS PROVIDES STANDARD TRUSS TO
TRUSS HANGERS. ALL STRAPS AND UPLIFT
TIEDOWNS TO FLAT GIRDERS,BEAMS,WALLS,
AND JACKS ARE SUPPLIED BY BUILDER.
DRAWN WALLS ARE BEARING WALLS
UNLESS OTHERWISE STATED. ALL
UNDER FRAMING OF DROP CEILINGS
AND FINISH FRAMING OF SPECIAL
CEILINGS IS BY BUILDER.
TJ TRUSS IS NOT RESPONSIBLE FOR
TEMPORARY BRACING OF THE ROOF SYSTEM.
FOR TEMPORARY AND PERMANENT BRACING
REQUIREMENTS, SEE HIB-91/BCSI
BRACING REQUIRED BY THE INDIVIDUAL
TRUSS/WEB COMPONENTS IS TO OVERCOME
BENDING OF SPECIFIC COMPRESSION
MEMBERS DUE TO GRAVITY OR WIND
LOADS AND SHOULD NOT BE CONFUSED
WITH THE BRACING REQUIREMENTS OF THE
BUILDING STRUCTURE, AND SHALL BE
INSTALLED BY THE BUILDER.
TJ TRUSS DISCLAIMERS:
FOR ANY CONFLICT BETWEEN THIS
SETTING PLAN AND THE INDIVIDUAL
ENGINEERED DRAWINGS, THE
INDIVIDUAL ENGINEERED DRAWING
WILL TAKE PRECEDENCE. DO NOT
CUT OR ALTER ANY TRUSS WITHOUT
CONSULTING A DESIGNER AT TJ TRUSS
FIRST. ANY PARTY WHO CUTS OR
DAMAGES A TRUSS SHALL BE
RESPONSIBLE FOR THE COST OF THE
REQUIRED ENGINEERING DESIGN AND
REPAIR OF THE TRUSS. NO BACK
CHARGES WILL BE ACCEPTED UNLESS
APPROVED IN WRITING BY AN OFFICER
OF TJ TRUSS CORP. FAILURE TO SEEK
THE RESOLUTION OF A PROBLEM UNTIL
AFTER THE ROOF IS SHINGLED OR THE
DRYWALL IS INSTALLED SHALL
CONSTITUTE ACCEPTANCE OF THE
PROBLEM BY THE CUSTOMER AND THE
CUSTOMER SHALL BEAR TOTAL FINANCIAL
RESPONSIBILITY TO RESOLVE THE
PROBLEM.
CUSTOMERS RESPONSIBILITY:
PROVIDE AND INSTALL ANY AND ALL
PERMANENT BRACING REQUIRED BY
THE TRUSS DESIGNS. PROVIDE A
SUITABLE UNOBSTRUCTED AREA TO
UNLOAD TRUSSES. TO ERECT ALL
TRUSS COMPONENTS IN ACCORDANCE
WITH THE TRUSS PLATE INSTITUTE
PUBLICATION BCSI AND TO SEEK
PROFESSIONAL HELP AND ADVICE ON
ANY QUESTIONS PRIOR TO THE
ERECTION OF THE TRUSSES.
WIND SPEED = 140 MPH TYPE: MWFRS
DESIGN CRITERIA:FBC 04 - ASCE 7-02 - TPI-2002
CATEGORY: RES - II EXPOSURE: "B"
TCLL:
20.0 PSF
TCLL:
TCDL:
TCDL:
BCLL:
10 0 PSF
_
BCLL:
BCDL:
�5 0 PSF
BCDL:
TOTAL:
42.0 PSF
TOTAL:
ALLOWABLE
INCREASE
1.25
ALLOWABLE
INCREASE
DEFLECTION
360/240
DEFLECTION
DRAWN BY: George R Colon
CHECKED BY:
DATE:01/12/06
DATE:
REVISIONS
APPROVAL IS)NEEDED
WEEKS PRIOR TO DELIVERY DATE
YOUR SIGNATURE WILL ACKNOWLEDGE
(1) AUTHORIZATION TO BEGIN FABRICATION
(2) VERIFICATION OF DIMENSIONS
PITCHES, HEEL HEIGHTS, OVERHANGS, ETC.
(3) TRUSSES WILL BE BUILT IN STRICT
ACCORDANCE WITH THIS LAYOUT!
❑ APPROVED -NO CHANGES
[]APPROVED AS NOTED
❑ REVISE AND RESUBMIT
SIGNED DATE
DELIVERY DATE
DELIVERY ADDRESS:
TRUSS CORP.
2801 INDUSTRIAL 33RD
FT. PIERCE, FL. 34946
(772) 466 - 3388
SPANNING THE DISTANCE - WITH PEAK PERFORMANCE
MODEL #
D1
JOB#52285
CUSTOMER: OWNER BUILDER
PROJECT: ANDERSON ADDITION
OWNER:
ADDRESS:5211 PALM DR., FT. PIERCE
COUNTY: ST. LUCIE