HomeMy WebLinkAboutBUILDING SITE PLANS//10I4V IV
PROJECT DESIGN A 7/16/2009
JURISDICTION Saint Lucie County, FL
ndm nts
CODE
e e
PROJECT NAME
IFB# 17 St. Lucie County -Owens Residence
PROJECTADDRESS
2403 St. Lucie Blvd.
Fort Pierce, Florida 34946
ARCHITECTIENGINEER
HARVEYE. KOEHNEN, PE 32831
7205 ELYSE CIRCLE
PORT ST. LUCIE, FL 34952-8212
TYPE OF CONSTRUCTION
VB
WIND SPEED (3 Sec Gust)
140 MPH
EXPOSURE
B
INTERNAL PRESSURE COEFFICIENT
0.18
IMPORTANCE FACTOR
1.0
BUILDING CATEGORY
ENCLOSED II
MEAN BUILDING HEIGHT- 16
11' -10 1/4"
OVERHANG
V-4" MAX
ROOF PITCH
5/12
COMPONENTS & CLADDING WIND PRESSURES
See Elevations
ROOF DEAD LOAD
17
ROOF LIVE LOAD
20
FLOOR LIVE LOAD
N/A
SHUTTERS
No
IMPACT RESISTANT ASSEMBLY
Yes
9,410,# 11,#12
7/20/2010
1. AS PER TABLE R301.2(1) OF THE 2007 FBC WEATHERING
IS NEGLIGIBLE AND TERMITE AREAS ARE VERY HEAVY
2. ALL WALL AND CEILING FINISHES SHALL HAVE A FLAME
SPREAD CLASSIFICATION OF NOT GREATER THAN 200 AND
SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT
GREATER THAN 450 AS PER FBC CODE R315
3. ALL INSULATION MATERIALS SHALL HAVE A FLAME
SPREAD NOT TO EXCEED 25, WITH AN ACCOMPANYING
SMOKE -DEVELOPED INDEX NOT TO EXCEED 450, AND A
CRITICAL RADIANT FLUX NOT LESS THAN .12 WATT PER
SQ. CENTIMETER AS PER 2007 FBC CODE R316
4. ALL GYPSUM BOARD TO CONFORM TO STANDARDS SET IN
2007 FBC CODE R702.3.1
5. ALL TILE SETTING IN SHOWER/TUB STALLS SHALL BE
CEMENT, FIBER -CEMENT, OR GLASS MAT DRYWALL
CONFORMING TO 2007 FBC CODE R702.4.2
5
LEFT SID
5
ELEVATION
SCALE: Y4"=1'-0"
RIGHT SIDE ELEVATION SCALE: W'=V-0"
5
REAR ELEVATION SCALE: Y4"=1'-0"
TERMITE TREATMENT REQUIRED
5
+35.3
38.2
+35.3
38.2
E10.
FRONT ELEVATION SCALE: Y4"=1'-0"
I
r
11
#1
7/1812010
ST. LUCIE COUNTY BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT
G PERMIT:
BUILDING A DDRESS: 2403 St, Lucie Blvd., Foil Pierce, FL
CONTRACTOR:
OPENING SCHEDULE: SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS
OPENING&
MI
MANUFACTURER
GLASS
ATTACHMENT METHOD
NOANo.&
EXPIRATION
PRODUCTDESIGN
PRODUCE
DESCRIPTION
TYPE, SIZE, SPACING &EMBEDMENT
PRESSURE
DATE
1/4" Dia Tapcon w/ min Embedment of
25 SH Low-E Window
SH-700
FIST Industries
Hi -Impact
1-3/8" into conc, Thru predrill mfg.
7-0322.06
+80.0
holes
6/7/2011
-80.0
Distinction
1/4" Dia Tapcon w/ min Embedment of
New 3068 Ext Door
Series
Plastpro, Inc.
Hi -Impact
1-3/8" into conc. Thru predrill mfg.
FL 7241.1
+50.0
holes (6) into jambs & (2) into header
•50.0
New 3068 Ext. Low-E Fr.
Fiber
1/T Dia Tapcon w/ min Embedment of
Door
Glass
Plastpro, Inc.
I
HI -Impact
1-318" Into conc. Thru predrill mfg.
FL 12059.1
+48/1
Door
holes (6) into jambs & (2) into header
PRODUCT
MODEL #
MANUFACTURER
ATTACHMENT METHOD
NOA No. &
PRODUCT IGN
F
TYPE, SIZE, SPACING EMBEDMENT & STIFENER ETC.
EXPIRATION
PRESSURE
DATE
3 Tab Shingles
Gaf Materials
(6) Roofing nails into ea. Shingle w/ min 3/16" penatration
thru roof decking
FL 10124-R2
N/A
I have reviewed the above
and approve it. (Enigneer of Record)
NAME,:
SIGNATURE:
CERTIFICATION NO:
DATE:_
V
7'-4° 18,-0" -1 1'-4"
25 S.H. 25 S.H.
EGRESS EGRESS
------------
11'-741 2' 441" 8'-4a' 24j'
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BEDROOM #3 ' U 'n F
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IN
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42" TALL
KNEE WALL
or
BEDROOM #4
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12" R&S A.H.U.
12" R&S
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8'-0" CEILING 718/2 00 o
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12" R&S
DRYER
VENT
i 2'-0"
MASTER
#5 ;;
7/18/2011Yi
BEDROOM°
8'-0"00
CEILING
PORCH CEILINGS TO BE STUCCO OVER WIRE
LATH W./ 11 GA 2" LONG NAILS W/ 3/" DIA.
HEAD 0 6" O.C. OVER 3/a" METAL RIB LATH0000
•I
W/ (2) LAYERS OF 30# FELT
----
-----
_
1
7/18/10
....
--------- ---------
15'-7"
4'-5" (2) 2 S.H.
EGRESS 6'-8"
FLOOR PLAN SCALE: Y4"=1'-0"
THFUE PLIMS HAVE MEN RNI i
UYI
LDINME
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 APPLIGARLF GODS,
AREA SCHEDULE
LIVING AREA
1,400 Sq Ft.
FRONT PORCH
139 Sq Ft.
TOTAL
1,539 Sq Ft.
ATTIC VENTING CALCULATIONS
CEILING = 1539 SO. FT.
1539/150 = 10.26 SQ. FT VENTILATION REQUIRED
SOFFIT VENTING 15 SQ. IIJ.x158 LINEAR FEET=16.4 SQ. FT.
VV / _ VUor
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR C ANCE
REVIEWED BY
DATE
PLANS AND PERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
SCANNED
BY
St Lucie CDu
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Date
4/21/2010
Issue
H.K.
Drwg By
J.D.
File
Sheet
LA1_j
PROJECT DESIGN DATA 1 7/16/20091
JURISDICTION
City of Port Saint Lucie, FL
CODE
FBC 2007 with 2009 Amendments
PROJECT NAME
IFB# 17 St. Lucie County -Owens Residence
PROJECTADDRESS
2403 St. Lucie Blvd.
Fort Pierce, Florida 34946
ARCHITECT/ENGINEER
HARVEYE. KOEHNEN, PE 32831
7205 ELYSE CIRCLE
PORT ST. LUCIE, FL 34952-8212
TYPE OF CONSTRUCTION
VB
WIND SPEED (3 Sec Gust)
140 MPH _
EXPOSURE
B
INTERNAL PRESSURE COEFFICIENT U.
�0.18
IMPORTANCE FACTOR
1.0
BUILDING CATEGORY
ENCLOSED II
MEAN BUILDING HEIGHT-16
11'-101/4"
OVERHANG
1' - 4" MAX
ROOF PITCH
5/12
COMPONENTS & CLADDING WIND PRESSURES
See Elevations
ROOF DEAD LOAD
17
ROOF LIVE LOAD
20
FLOOR LNE LOAD
N/A -
SHUTTERS
No
IMPACT RESISTANT ASSEMBLY
Yes
0
1
CITY OF PORT ST. LUCIE BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT
BUILDING PERMIT: BUILDING DDRESS:2403 St. Luc'Blvd., Fort Pierce, FIL CONTRACTOR:
OPENING SCHEDULE: SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS'
OPENING&
MODEL #
MANUFACTURER
GLASS
ATTACHMENT METHOD
NOANo.'&
EXPIRATION
PRODUCT DESIGN
PRODUCE
DESCRIPTION
TYPE, SIZE, SPACING &EMBEDMENT
PRESSURE
DATE
1/4" Die Tepcon w/ min Embedment of
26 SH Low-E Window
SH 700
PGT Industries
Hi -Impact
1-3/8" into cone, Thtu predrill mfg,
7-0322,06
+80.0
holes
6f7/2011
-80.0
Distinction
1/4" Dia Tapeon w/ min Embedment of
New 3068 Ezt Door
Series
Plastpro, Inc.
Hi -Impact
1-3/8" into cone: Thru predrill mfg.
FL 7241.1
+500
holes (6) into jambs & (2) Into header
.50.0
New 3068 EA. Low-E Fr.
Fiber
1/4" Die Tepcon w/ min Embedment of
Door
Glass
Plastpro, Inc.
HI-Impaci
1-3/8" Into cone, Thru predrill mig.
FL 12059.1
+481-51
Door
I
I holes (6) into jambs & (2) Into header
PRODUCT
MODEL #
MANUFACTURER
ATTACHMENT METHOD
NOANo. &
EXPIRATION
PRODUCTDESIGN
TYPE, SIZE, ; EMBEDMENT &STIFFENER ETC,
PRESSURE
DATE.
DATE
3 Tab Shingles
g
Gaf Materials
(6) Roofing na s into ea. Shingle w/ min 3/16" penetration
FL 10124-R2
N/A
thru roof decking
have reviewed the above and approve it. (Enigneer of Record) _
NAME: R@;
SK3NATU
CERTIFICATIONNO: DATE:
{W—Rl,
7'-4"
25 S.H.
25 S.H.
EGRESS
EGRESS
1V-74"
2'
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14I"
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8'-0" CEILING i
8 '0 CEILING
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DRYER ASH
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4'-A
14'-41
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DRYER i
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--------------------7-----------------------
-
14'-5„ (2) 2 S.H.
EGRESS 6'-8"
FLOOR PLAN SCALE: Y4" =1'-0"
TERMITE TREATMENT REQUIRE
VEvrE P p �p�HAAVE BEEN "tikyb�-1`H;J
1H t n)iiEifg5l7fI a d OIL WIN
mzsc iDE.
RIGHT SIDE ELEVATION SCALE: Y4"=1'-0"
5
REAR ELEVATION SCALE: Y4"=1'-0"
5
+35.3
38.2
38.2
FRONT ELEVATION SCALE: Y4"=1'-0"
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRSOTIONs
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE Coon,
FILE COPY
AREA SCHEDULE
LIVING AREA
1,4(l0 Sq Ft.
FRONTPC
139,Sq Ft.
TOTAL
1,539 Sq Ft.
ATTIC VENTII� G CALCULATIONS
CEILING = 1539 SO. FT.
1539/150 = 10.26 SQ. FT; VENTILATION REQUIRED
SOFFIT VENTING 15 SQ. IN.058 LINEAR FEET=16.4 SQ, FT.
REVISION
No. Date By
W
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� Date
4/21/2010
Issue
H.K.
Drwg By
J.D.
File
Sheet
Al
SEE TYP. WALL SEC.
SEE TYP. WALL SEC,
FOR DETAILS
FOR DETAILS
#5 REBAR FOOTER W/
#5 REBAR FOOTER W/
10" BEND IN FTR. &
10" BEND IN FTR. &
MIN 25" LAP ON VERT.
MIN 25" LAP ON VERT.
REBAR
REBAR
GRADE
io -
N
16"02" MONO. CONC
co 16"02" MONO. CONC
FOOTER W/ 2500 PSI CONC
FOOTER W/ 2500 PSI CONIC
12" W/ (2) CONT. #5 REBAR W/
12" W/ (2) CONT. #5 REBAR W/
CORNER BARS 25"x25"
CORNER BARS 25"x25"
TYP.
CBS WALL FTR
CBS WALL/PORCH FTR
SCALE: 3/4"=1'-0"
SCALE: 3/4"=1'-0"
16%12" MONO. CONC
16%12" MONO. CONIC
FOOTER W/ 2500 PSI CONC
FOOTER W/ 2500 PSI CONC
W/ (2) CONT. #5 REBAR W/
W/ (2) CONT. #5 REBAR W/
CORNER BARS
4
CORNER BARS 25"x25"
GRADE
e d
IT —
GRADE - d e...°< d
N
e
da
120
2" _
TYP. THICKENED
TYP.
PORCH FTR
EDGE FOOTER
SCALE: 3/4"=1'-0"
SCALE: 3/4"=1'-0"
CASTCRETE PRECAST LINTEL SCHEDULE
FIELD ADDED REBAR AT TOP
F = FILLED WITH GROUT /
U= UNFILLED /S=SOLID
• 1-1/2"
'--QUATr1T7-CFTEEEF-
ADDED REBAR AT
BOTTOM OF LINTEL
., C.M.U. BOND BEAM
w BLOCK
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z FIADADD®RB3ARAT $F�G-�B��T
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BOTTOM NOMINAL WIDTL-2
1301IUM K-MURAM-; NOMINAL HEIGHT— �. QUANTITY OF FIELD PROVIDED IN
ADDEDREBARATTOP
LENGTH COMPOSITE BEAM
SAFE GRAVITY APPLIED GRAVITY SAFE UPLIFT LOAD APPLIED UPLIFT
1
1 4'4"
8FR141B/1T
5206
<1000
2635
<500
2
7'-6"
BF161611T
2661
<1000
1634
<500
3
4'-0"
8F16 1B/1T
6113
<1000
3079
<500
4
4'-4"
8FR1418/1T
5206
<1000
2635
<500
5
4'-6"
8F161B/1T
6113
<1000
2724
<500
6
4'-6"
SF161B/1T
6113
<1000
2724
<500
7
4'-6"
8F16 16/1T
6113
1 <1000
2724
<500
co
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Ln
71
a
FILE COPY
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAYBE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODE$.
TROCE PUNS FAQ EEEN R Rk 51D
36'-8
1 7'-04" v 3'-10i" 7'-51" �L_- --- 6'-8" � 3'-101" 7'-9
------------------ -------- - - - - - - - - - - - -
I I
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TERMITE TREATMENT REQUIRED
I
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1 ,
1 ,
I 1.
1 ,
1 4" CONC SLAB W,/ 2500 PSI I
FIBERMESH CONC. OVER 6 MIL I
VISQUEN LAPPED 6" OVER CLEAN I
I COMPACTED, TO 98% DENSITY, FILL l
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6'-0"
10
1 - 4" B.F.F.E I \ I
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7'-11" J, 6' `10" 6' 4"
15-7" 1 21'-1
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FOUNDATION PLAN SCALE: Y4"=1'-0"
REVISION
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Date
4/25/2010
Issue
H.K.
Drwg By
J.D.
File
Sheet
S1
REVISION
No, Date By
2 x 4 PT SURROUND
UNLESS OTHERWISE SPECIFIED, SECURE
SOLID POUR CMU. (STL PER PLAN) WINDOW FRAME TO SOLID POUR CMU
3116" TAP CONS, MIN EMD 1 tl4".FILL MFGFG
.
I/2" DRYWALL PRE PUNCHED HOLES.
WINDOW FRAME
CMU WALL / SASH
STUCCO - IX3 PT BUCK, TOP AND SIDES, FASTEN TO
SOLD) POUR CMU W/ CASE HARDENED NAILS
Q 4" OC. BUCK TO BE EQUAL IN WIDTH OR
WIDER THAN THE WINDOW FRAME THAT IT
SECURES.
WINDOW BUCK DETAIL
8/8" x 1 5/8"
BRICKMOLD
DOOR JAMB
PUSHED -IN
' 2"X 4" F.T.
(ACT: 4 I/S")
5J0"X 1 5/S"
BRICKMOLD
I DCOR JAMB
PULLED CUT
-
INSULATION
2"X4" p;T.
2"X6" P:T:
4-,
(ACT: d Iva")
f
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0
HEADER
DETAIL.
FOR EXTERIOR
OUT611ING DOORS
NOTE,
SAME DETAIL FOR JAMBS
HEADER
DETAIL
FOR. EXTERIOR
OUT15WING DOORS
NOTE:
SAME AS DETAIL FOR JAMBS
INSULATION
2"X4" P.T.
ASPHALT SHINGLE ATTACHED AS PER MFG.
,S OVER (1) LAYER OF 30 LB FELT OVER 12 i
2" PLYWOOD FASTENED TO ROOF TRUSSES 5
W/ 8d RINGSHANKS NAILS ® 6" O.C.
METAL STRAP SEE
SCHEDULE ON SHEET S1
MTL. DRIP
EDGE R-30 BATT INSUL.
P.T.1 "x2" FASCIA �8 DRYWALL
2"x6" SUB 2"x2" TOP CORD
FASCIA
VENTED VINYL DBL. BM. BLOCK W/ (1)
SOFFIT #5 CONT REBAR W/
STUCCO
CORNER BENDS EA.
COURSE IN 3000 PSI CONC.
#5 VERT. REBAR W/ 10"
BEND IN TOP COURSE IN
FILLED CBS CELL W/ 3000
PSI CONC. SEE FOUNDATION
PLAN FOR SPACING
2" THICK R-8 BATT
PLUS INSULATION 1
2%2"" FURRING
STRIPS @ 24" O.C.
(TYP.)
ALL NON CONC. FILLED
CELLS TO BE FILLED '4/
R-11 INJECTED FOAM
INSULATION
Y2" DRYWALL
SEE FOOTER DETAIL FOR
FOOTER STEEL SPECS
WD BASE
GRADE
it3
N
16%12" MONO. CONC
41FOOTER W/ 3000 PSI
12" CONC W/ (2) CONT. #5
REBAR W/ CORNER BENDS
TYP. WALL SECTION
SCALE: %"=1'-0"
TYPICAL WALL. SECTION
FOR ROOF DETAILS
DBL 2"x12" WD, BEAM
GLUED AND SCREWED
W/ # 10x3" LONG WD
SCREWS 0 12" O.C.
STAGGARD
DBL P.T. 2"xl2" W/ Y2" PLYWOOD
PITCH WD. BEAM GLUED &
SCREWED W/ #10x3" LONG WD
SCREWS ® 12" O.C. STAGGERED
METAL STRAP SEE
STRAP SCHEDULE
5"x6" P.T.
WD. POST
METAL ATTACHMENT
SEE STRAP SCHEDULE
FOR DETAILS
I
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.
SEE TYPICAL WALL SECTION
FOR ROOF DETAILS
[DEL P.T. 2-02" W/ Y2" PLYWOOD
PITCH WD. BEAM GLUED &
SCREWED W/ #10x3" LONG WD
DBL. BM. BLOCK SCREWS O 12" O.C. STAGGERED
METAL STRAP SEE
STRAP SCHEDULE
WD. BEAM/CBSWALL
DET
.
E
TERMIT TREATMENT REQUIRED
TYP. PORCH SECTION
SCALE: 3/4"=1'-0"
SCALE: 3/4"=1'-0"
HIM WAS HAVE BEEN REMNED
IN INVIDANCE MTH THE FLORIDA
MUM CODE.
FILE COPY
CONNECTOR SCHEDULE
Simpson
Date: 5/4/2010
Notes:
j1) Truss to block connections are mark
W unless otherwise noted on layout.
Contractor: B lackstreet
l
_ ! (2) Roof truss to frame connections
are with mark'Y' unless otherwise noted on layout.
Owner:
Truss Mfgr: T.J. Truss
Layout Date: 428/2010
Engr. Dale: 4128/2010
TRUSS BRNO QTYCONNECTOR ID
FASTENERS
CONNECTED rl-d TtTi
;ACTUAL ALLOW RETAARKS
0 PT. .
1 UPLIFT UPLIFT
A 1 FIETAL 20
(14) 10d x 1-1/2
1 Fly to Tie Beam
1810
V 1 ABU66
(12) 16d & (1) 5/8" x6" Titan HD
Post to Slab
1800
(14)SDS 1/4"x2-1/2" SDS Screw s Into Post &(6)
W 1 HJCQ410-SDS
1/4"0-1/2" SDS Screw s Into Wd, Beam
Beam to 6"x6" P.T. Post
2510
(14) SDS 114"x2-1/2" Tapcons Into Cone, & (6)
'..
X 1 HJCQ410-SDS
1/4"x2.1/2" SDS Screw a Into Wd, Beam
Beemto Conc. Wall
2510
Y 1 MTS12
(14) 10dxl 1/2"
Truss to Top Rate
860
Z 2 MTS12
(14) 10dx1 1/2" Each
I Truss to Top Rate
1720
CC 2 HTS20
(24) 10d x 1-W Each
Truss to Wk. Beam
; 2490
36'8"
5/12
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Date
4/25/2010
Issue
H.K.
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Sheet
S 2___,
ELECTRICAL FIXTURE SCHEDULE
LIGHT FIXTURE
'_
FAN/LIGHT FIXTURE
RC
ARC FAULT RECEPTICLE
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GROUND FAULT
REC PTICAL
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SINGLE POLE SWITCH
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220V DIRECT WIRE
A
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PHONE
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RECESSED LIGHT
FIXTURE
SD
SMOKE DETECTOR W/ CARBON
FIXTURE W WRAP
PVC Nipple with
(2) 4/0 AL
(1) 2/0 AL
120/240
Volt
1 � — 3W
200 AMP
30 Circ.
with Main
Breaker
FILE 0"'OPY
'ESE I�I,�S NAME' F:ro
",C� DANCEVKHT9 : �e n
5 ONG 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 CODE6.
A/C Condenser E.W.H
Disconnect Disconn(
#4 Copper Wire Ground to Footing Steel
Copper Water Pipe, and Ground Rod
ELECTRICAL SERVICE
I
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ELECTRICAL PLAN SCALE: Y4"=1'-0"
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Date
4/26/2010
Issue
H.K.
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Sheet
m 1
PROJECT DESIGN DATA
7/1612009
JURISDICTION
_
City of Port Saint Lucie, FL
CODE
FBC 2007 with 2009 Amendments
PROJECT NAME
IFB# 17 St. Lucie County -Owens Residence
PROJECTADDRESS
2403 St. Lucie Blvd:
Fort Pierce, Florida 34946
ARCHITECT/ENGINEER
HARVEY E. KOEHNEN, PE 32831
7205 ELYSE CIRCLE
PORT ST. LUCIE, FL 34952-8212
TYPE OF CONSTRUCTION
VB
WIND SPEED (3„Sec Gust)
140 MPH
EXPOSURE
B
INTERNAL PRESSURE COEFFICIENT
0.18
IMPORTANCE FACTOR
1.0
BUILDING CATEGORY
ENCLOSED II
MEAN BUILDING I]EIGHT - 16
1 V - 10 1/4"
OVERHANG
1' - 4" MAX
ROOF ITCH
5112
COMPONENTS & CLADDING WIND PRESSURES
See Elevations
ROOF DEAD LOAD
17
ROOF LIVE LOAD
20
FLOOR LIVE LOAD
N/A
SHUTTERS
No
It IMPACT RESISTANT ASSEMBLY
Yes
9
LEFT SIDE ELEVATION SCALE: )/4`-V-0"
i.7
REAR ELEVATION §CALF: �/4"=1'-0"
FRONT ELEVATION
+33.7
—36.7
61
C
CITY OF PORT $T. LUCIE [#LIILDING 1)EPART'M ENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT
RLgLDIN(i I'F:RM11': IIUILDING \DDRGSS: _lU; St. I ilcic Blvd- Fort Pierce, 11 iCt)N1'R;\('rOR:
OPENING SCHEDULE: SWING DOORS, OVERI IEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGIITs j
OPENING&
MODEL #
MANUFACTURER
GLASS
ATTAC HMENT METHOD
NOANo.&
EXPIRATION
PRODUCT DESIGN
PRODUCE
DESCRIPTION
TYPE, SIZE, SPACING & EMBEDMENT
PRESSURE
DATE
— —
1/4" Dia Tapcon w/ min Embedment of
25 SH Low-E Window
SH-700
PGT Industries
Hi -Impact
1-3/8" into cone. Thru predrill mfg.
+80.0
holes/7/
6/7/1
2010.0
$22.06
Distinction
1/4" Dia Tapcon w/ min Embedment of
New 3068 Ex1 Door
Series
Plastpro, Inc.
Hi -Impact
1-318" into cone. Thru predrill mfg.
FL 7241.1
+ 0
hobs (6) into jambs & (2) into header
600.0
New 3068 EA. Low-E Fr.
Fiber
1/4" Dia Tapcon w/ min Embedment of
Door
Glass
Plastpro, Inc.
Hi -Impact
1.3/8" into cone. Thru predrill mfg.
FL 12059.1
+481-51
Door
I holes (6) into jambs & (2) into header
PRODUCT
MODEL #
MANUFACTURER
ATTACHMENT METHOD
ANo.
EXPIRATION
pRODUCTDESIGN
TYPE, SIZE, SPACING EMBEDMENT & STIFFENER ETC.
PRESSURE
'
DATE
(6) Roofing nails into ea. Shingle wl min 3/16" penetration
3 Tab Shingles
9
Gal Materials
thru roof decking
FL 10124-112
N/A
have rr� iewcd the above anJ apprm a rt. (L'nienea ufRecurd)
NA.., I F. SIONA-I URli:
n '
CERTIFICAHON'\O: DATE:
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BEDROOM• _
M BEDROOM
Cj
►��yMe
42" TALL
_
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----
BEDROOM #4
•1/
CEILING'12"
'FILING8'-0"
r
WIDE
COUNTER OP
r rM
UTILITY8'-0"
CEILING
AM
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DREGRESS
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0
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ouuuuuumlluuunauuno
FLOOR PLAN SCALE: %4"=1'—O"
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
_Q"Alk MAY BE NECESSARY IN ORDER TO
—"KP- COMPLY WITH ALL APPLICABLE CODES.
SCALE: %4"=1'-0"
ARFA SC1-I®LIE
LIVINGARFA
1400 S9 R.
FRLINTMFC i
139 § R.
TOTAL
1,539 R.
ATTIC VENTING CALCULATIONS
CEILING = 1539 SQ. FT.
1539/150 = 10.26 SQ. FT VENIILATICN REQUIRED
SOFFIT VENTING 15 SQ. IN.x158 LINEAR FEET=16.4 SQ. FT.
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.
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412112010
Issue
H.K.
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File
Sheet
Al
IMPORTANT NOTES
0
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Roof Layout:
Scale: 1/4" = 1'-0"
NO BACK CHARGES WITHOUT PRIOR APPROVAL FROM A REPRESENTATIVE OF TJ TRUSS CORP.
5/12
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BEAMS BY OTHERS
5/12
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e �EmprsPIP EEVENE,�� E�I���
�,6 C,,DANCEVVE�LOr,67
dUIIND 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 ALLAPPLICABLE CODES.
I— ! ") TYP. END DETAIL
TRUSS LAYOUT
REVIEWED &
APPROVED
�('k
WALL LEGEND
8'-0"
T
TJ TRUSS PROVIDES STANDARD TRUSS TO TRUSS
CONNECTIONS. ALL STRAPS AND UPLIFT TIEDOWNS TO
FLAT GIRDERS, BEAMS,WALLS AND JACKS ARE SUPPLIED
BY THE BUILDER. DRAWN WALLS ARE BEARING UNLESS
OTHERWISE NOTED. ALL UNDERFRAMING OF DROPPED
CEILINGS AND FINISH FRAMING OF SPECIAL CEILINGS IS
BY BUILDER.
TJ TRUSS IS NOT RESPONSIBLE FOR TEMPORARY BRACING
OF THE ROOF SYSTEM. FOR TEIMPORAY AND PERMANENT
BRACING REQUIREMENTS SEE IBCSI 1-03 GUIDE
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 BUILDER.
TJ TRUSS DISCLAIMERS:
FOR ANY CONFLICT BETWEE14 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 REPRESENTATIVE OF 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
DRY WALL IS INSTALLED SHALL CONSTITUTE
ACCEPTANCE OF THE PROBLEM BY THE CUSTOMER AND
THE CUSTOMER SHALL BEAR TOTAL FINANCIAL
RESPONSIBILTY TO RESOLVE THE PROBLEM.
CUSTOMER RESPONSIBILTY:
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.
FLORIDA ADM. CODE 61G15-23.002 COMPLIANCE NOTE:
THIS TRUSS PLACEMNT DIAGRAM WAS NOT CREATED BY
AN ENGINEER, BUT RATHER BY THE TJ TRUSS CORP
STAFF AND IS PURELY TO BE USED AS AN INSTALALTION
GUIDE AND DOES NOT REQUIRE A SEAL. COMPLETE
TRUSS ENGINEERING AND ANALYSIS CAN BE FOUND ON
THE TRUSS DESIGN DRAWINGS WHICH MAY BE SEALED
BY THE TRUSS DESIGN ENGINEER.
LOADING ��:RITERIA
ROOF
FLOOR
TCLL: 20 PSF
TCLL: 0 PSF
TCDL: 7 PSF
TCDL: 0 PSF
BCLL: *10 PSF
BCLL: 0 PSF
BCDL: 10 PSF
BCDL: 0 PSF
' = NON1ANCURRENT
TOTAL LOAD: 37 PSF TOTAL LOAD: 0 PSF
DUR. FACTOR: 1.25 DUR. FACTOR:1.00
CODES: FBC2007 RES / ASCE 7-05 / TPI 1-02
WIND SPEED: 140 M.P.H.
BUILDING EXPOSURE: B
CATEGORY: RES II
WIND LOAD TYPE: MWFRS
REVISIONS:
r'
3.
4.
APPROVAL �S NEEDED
(3)
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
PH. (772) 466 - 3388
FAX (772) 466 - 9329
TOLL FREE: (1388) 326 - 3388
SPANNING THE DISTANCE -WITH PEAK PERFORMANCE
MASTER #
JOB #
100203
CUSTOMER
BLACKSTREET ENTERPRISES LLC
JOB NAME
#17
ADDRESS
COUNTY
ST. LUCIE
DATE: 4/28/10 1 DRAWN BY: RCP
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