347 10TH ST - NEW HOME MISC DRAWINGSSILT FENCE w/ FILTER LOTH
n, (MIRAFI, POLYFILTER OR APPROVED
EQUAL) ON WOOD 5T E5 a MAX. 6'-0" O.C.
PLOW GRADE
�//27/17--BACKFILL FENCE AFTR PLACING FENCE
A.C.T.
ACOUSTICAL CEILING TILE
E.W.P.
ADJ,
ADJACENT
EL.
A/C
AIR CONDITIONING UNIT
EXH.
ALT,
ALTERNATE
EXT.
ALUM.
ALUMINUM
F.G.
AWN,
AWNING WINDOW
FIN.
BLK
BLOCK
FIN. CLG,
BOT.
BOTTOM
FIN, FLR.
BLDG.
BUILDING
F.D.
B.U.
BUILT-UP
GAL V.
GAB.
CABINET
GL. BK.
CPT.
CARPET
GWB
C.I.
CA5T IRON
HDW.
CL.
CENTERLINE
HG T.
C.T.
CERAMIC TILE
HORZ.
G.W.
GOLD WATER
P.B.
CONC.
CONCRETE
P.W.
C.M.U.
CONCRETE MASONRY UNIT
I.D.
CONT.
CONTINUOUS
INSUL.
C.J.
CONTROL JOINT
JAN.
C.F.M.
CU51C FEET PER MINUTE
JT.
DH.
DOUBLE HUNG WINDOW
LAM,
DISP.
DISPENSER
LAV.
DN.
DOWN
M.O.
DWG.
DRAWING
MATL.
EA.
EACH
MAX.
ELEC,
ELECTRIC
MECH.
E.W.G.
ELECTRIC WATER COOLER
MTL.
M.P.
EDGE STRIP EDGE STRIP
I
I I
I
OI O 0 10
I I
I
� I I
o 0 0 0
LLI
� TUF,51[DIT�' FARRIER
SCALE,
I. PLACE PENCE AT ENTIRE PERIMETER OF SITE.
2. FENCE MAY BE REMOVED AT WORK AREAS DURING WORK
PERIOD, BUT SHALL BE REPLACED AT THE END OF WORK
PERIOD.
ELEC RIC WATER NEATER
ELEW TION
EXHAL 5T
EXTERIOR
F1BE LA55
FINISH
FIN15H D CEILING
FINISH D FLOOR
FLOO DRAIN
GALV NIZED
GLAS BLOCK WINDOW
GYPSUM WALL BOARD
HARDWARE
HE IGF
HORIZONTAL
HOSE 5155
HOT WATER
INSID DIAMETER
INSULATION
JANITOR
JOINT
LAMIN TE (D)
LAVATORY
MA504RY OPENING
MATE IAL
MAXIMUM
MECHANICAL
META
METALI PANEL
MIN,
N.LC.
N.T,5.
O.C.
OPNG.
PT
P,V,C.
P.T.
Q.T,
RE INF.
REQD.
R.
R.D.
S.H.
SPT.
SIM.
5L.
SPEC.
5%,
THK.
T4G
TYR
VERT,
V.C.T.
W.I.C.
WRGWB
W.W.M.
W.C.
UR.
UJIND LOADS
AREA:
PRE CONSTRUCTION:
WIND DESIGN PER FBG RESIDENTIAL 2010, TABLE 8301.2(2)
LOT
BASK WIND SPEED:
WIND DESIGN METHOD. A5CE 1-10
IMPORTANCE FACTOR:
EXPOSURE CATEGORY:
EXPOSURE CLASSIFICATION:
MEAN ROOF HEIGHT
ROOF ANGLE: (30-45 DEGREES)
EDGE STRIP
130
I
C (
ENCLOSED
29
33.6901
4.0
MPH
x1.4 COFF.)
FT.
DEGREES (8:12)
FT.
COMPONENT AND CLADDING WIND LOADS
2,189 5F.
ZONE EFFECTIVE WIND AREA (SF)
ADJU
TED WIND LOAD(P5F)
1 10
38.92
-42.56
1 20
31.8
-40.46
1 50
36.4
-31.52
1 100
35.28
-36.28
2 10
36.92
-49.0
2 20
31.8
-41.6
2 50
36.4
-44.6
2 100
35.28
-42.56
3 10
38.92
-49.84
3 20
31.8
-41.6
3 50
36.4
-44.8
3 Imo
35.28
-42.56
4 10
42.6
-46.2
4 20
40.6
-44.2
4 50
38.1
-41.1
4 100
36.3
-39.8
5 10
42.6
-51.0
5 20
40.6
-53.2
5 50
38.1
-48.0
5 100
363
-44.2
DE51GN OF FASTENINGS OF WINDOWS AND DOORS
IS THE RESPONSIBILITY OF THE WINDOW / DOOF
MEET THE COMPONENT AND CLADDING DE51GN WIND
IN THE WALL FRAMING
MANUFACTURER AND SHALL
PRESSURES
MINIMUM
NOT IN CONTRACT
NOT TO SCALE
ON CENTER
OPENING
PAINT
POLYVINYL CHLORIDE
PRE55URE TREATED
QUARRY TILE
REINFORCED
REQUIRED
R15ER
ROOF DRAIN
SINGLE HUNG WINDOW
SHEET
SIMILAR
SLOPE
SPECIFICATIONS
STEEL
THICK
TONGUE AND GROOVE
TYPICAL
VERTICAL
VINYL COMPOSITION TILE
WALK-IN CL05ET
WATER RE515TANT GYPSUM WALLBOARD
WELDED WIRE MESH
WAITER CLOSET
URINAL
ffloollm
NORTH INDICATES DIRECTION OF
DRAWING NUMBER
X
SECTION SHEET NUMBER WHERE
A -
SECTION 15 DRAWN
DETAIL X DRAWING NUMBER
SHEET NUMBER WHERE
DETAIL 15 DRAWN
A
ELEVATION LETTER
ELEVATIONS D A-5 B�- SHEET NUMBER WHERE
C ELEVATION IS DRAWN
DOOR I, DOOR
NOMENCLATURE!
3648 : 3'-6" x 4'-8"
WINDOW ® WINDOW
NOMENCLATURE±
3648 = 3'-6" x 4'-8"
LAMAR RESIDENCE
347 TENTH STREET
ATLANTIC BEACH", FLORIDA
PROPERTY LINE 150.00'
I
__ ----I----------------------------- I f
� 5' SIDE YARD SET BACK _---------__--_---- ---- ------------------ {--------------
i I
{ CONC. BLAB PATIO i
} I
I BRICK GARAGE I DRIVEWAY
fU i
ICL] I I
{ f
f� I
IQ I�
f Iw
Iw {"' I
IQ1 I I
I� fe
{
i I f
I 10 SIDE PARD SET BACK -- - -----------------------�-------------
i
{ I I
I I f
} PROPERTY LINE
�PREV'OU5 51TE PLAN
(09'-0"
i PROPERTY LINE 150,00' 1
- - ---�- - --____________________________________1_______ _=_______�'� - - ---- - - - -
563 S.F. x 9" DEEP SCALE
I ,
I Ili 438 G.F. VOL. RETENTION
muP
Po--- me Pec--acpav-r,�
_--__ '�
-� - - - 1 WIG ELEC METER
10' SIDE YARD SET BACK-----------------------
EtMIERW04EN---------------------
---------------------
I
I ---------------
------ r
------------ ------ I
muc)
KITCHEN
1
I
AREA:
PRE CONSTRUCTION:
P05T CONSTRUCTION:
LOT
1500 S.F.
1,500 S.F.
HOUSE AND PORCHES
-
2,189 5F.
CONCRETE DRIVE, WALK, PATIO
-
Im
EQUIPMENT PADS
-
GARAGE
MAIN
PANEL
1 A/C00.
I `D 640"
PINFORYRE� R
ACOYE t OF
STREET
Ir
T- 7 - - - -
I
f I
I 1 �
20'-2" ,
Ivo I
WALK
I LANAII 0
w
Z
I eloi
i ATN { oto I
;lam i
GREAT RQ0M
OFICE { i
- - - - - - --I - - - - - --- - - - - - - - 5' SIDE YARD SEI' BACK�- ---- ------_-----i-------j 6e6TANQp$y - -- r- -- -} - - - - - - - - - - -
{ i I
...............
213 x 9"DSP �tklC� -_--t0Al2 �4BUGE----------------------------------� j
----- 162 CF. vol_RtNrial�----------------------------------------------� I
- I - - - - - - PROPERTY LINE --,_�_-------_! ---- ----- I
IMFERVICU5 SURFACE CALCULATION&
AREA:
PRE CONSTRUCTION:
P05T CONSTRUCTION:
LOT
1500 S.F.
1,500 S.F.
HOUSE AND PORCHES
-
2,189 5F.
CONCRETE DRIVE, WALK, PATIO
-
344 S.F.
EQUIPMENT PADS
-
21 5F,
POOL DECK
-
81 SF.
TOTAL IMPERVIOUS 5URFACE AREA
1,314 5F.
2,642 5F.
% IMPERVIOUS
18%
35.2 %
RETENTION REQUIRED: V=CAR/12
V--.6 x 1,268 5F. x 9.3/12 -- 590 CF.
RETENTION SHOWN =549 CF.
A 068 5F. REMAINDER AVAILABLE : 511 5.F.)
zf**`NNEW SITE
Klo) SCALE: 1/8":V-0"
AIR CONDITIONED AREA
FIRST FLOOR = 1,313 S.F.
SECOND FLOOR = 1,889 S.F.
50NU5 ROOM : 645 SF,
GARAGE = 390 5F.
AFFLIGABLE C;CDE&
FLORIDA RESIDENTIAL CODE 2014
NATIONAL ELECTRIC CODE 2011
INDEXCFDRALUING5
IN
T -I TITLE SHEET, SITE PLAN, DATA
A -I FIRST FLOOR PLAN
A-2 SECOND FLOOR PLAN AND ATTIC PLAN
A-3 THIRD FLOOR BONUS ROOM /ATTIC PLAN
A•4 ELEVATIONS
A-5 ELEVATIONS, ROOF PLAN
A -(o SECTIONS
A-1 SECTIONS
Q -S SECTIONS
A -g SECTIONS COMMUNITY DEVELOPMENT
A-IOJ SECTIONS
A -II SECTIONS APF"J"ROVED-
A-12 SECTIONS
A-13 DETAILS
S -i FOUNDATION PLAN, DETAILS
5-2 SECOND FLOOR FRAMING: PLAN
5-3 ROOF FRAMING PLAN
6-4 NOLDDOU.N OPTIONS
E -I FIRST FLOOR ELECTRICAL PLAN, LEGEND
E-2 SECOND FLOOR ELECTRICAL PLAN
E-2 ATTIC /BONUS ROOM ELECTRICAL PLAN
Lel
('REVISIONS')
DATE OF
ISSUE
11-1-1-1
DRAWN BY:
PGP
SHEET NO.
LAMAR
T-1
1 001
All claims for error or defective material must be made within 5 dalys of receipt of goods and prior to installation. Otherwise, said claim will be denied.
10-00-00
BM13
THA422
THA422
THA422
THA422
THA422
THA422
O
T
-�—
C)
,
THA422
THA422
THAC422
12
(6
00
�
�
O T
i
Bottom Chord Live Load
0.00
O
THA422
17-11-08
THA422
N
M
N
T
55
p.s.f.
THA422
Iq
CV
THA422
Building Code
4-04-08
Wind Standard ASCE 7-10
Z>
THA422
O
m
F'
F-
F--
THA422
C
o
THA422
Closed
A422
H
THA422
THA422
THA422
THA422
THA422
0
THA422
MW di
�mm
17-09-08
THA422
T
w
HGUS412
M
O
T
THA422
THAC422
12
Q T
00
�
�
O T
i
Bottom Chord Live Load
0.00
O
T
17-11-08
THA422
N
T
N
i
55
p.s.f.
THA422
Iq
1.00
Building Code
4-04-08
Wind Standard ASCE 7-10
F-
O
F'
F-
F--
m
C
o
Building Type
Closed
THA422
H
0
0
THA422
M
0
THAC422
3-11
-00
BM 5
THA422
Q
Q
M
X
X�
THA422
� FOTO
z
THAC422
THA422.
THA422
THAC422
THA422
THAC422
O
i
THA422
1
N
N 1
N
THA422
_
0
THA422
NO
17-0N N N N N N C�4
V THA422N CN C14 C14 N
00
Q
BRG CA
M
T
w
HGUS412
M
O
T
¢
THAC422
12
Q T
Top Chord Dead Load
�
�
O T
i
Bottom Chord Live Load
0.00
M
T
N
N
N
T
/• 1
1(x(7)
U— U—
I
0
M Z, 1 1
26-01-00
12(111
14-10-08
M
r-
7-00-00
,
6-06-00
a
0
0
W
6
r
0
0
0
M
0
r
NOTES:
CONVENTIONALLY FRAME THIRD STORY FLOOR SYSTEM AS PER
PLANS.
CONVENTIONALLY FRAME THIRD STORY ROOF AS PER PLANS.
CONVENTIONALLY. FRAME BALCONY AS PER PLANS.
EXTERIOR WALLS SHIFTED TO BEAR ON BEAMS BELOW @GABLE
BUMP OUT.
FLOOR TRUSS SPACING IS 16" OC U.N.O.
BEARING CAPS TO BE SPECIFIED BY E.O.R.
ti
BEAM 6 &BEAM 3 REQUIRE BEARING CAPS @MIDPOINT BEARING.
BEAM TO POST CONNECTION TO BE SPECIFIED BY E.O.R.
Beam Schedule
I
w
HGUS412
¢
Q
¢
THAC422
12
p.s.f.
Top Chord Dead Load
�
�
Ll F-
Bottom Chord Live Load
0.00
M
N
N
N
N
N
N
37
55
p.s.f.
Duration Factor
Iq
1.00
Building Code
FBC 2014 RES
Wind Standard ASCE 7-10
F-
H
F'
F-
F--
Building Exposure
C
Building Type
Closed
H
1(x(7)
U— U—
I
0
M Z, 1 1
26-01-00
12(111
14-10-08
M
r-
7-00-00
,
6-06-00
a
0
0
W
6
r
0
0
0
M
0
r
NOTES:
CONVENTIONALLY FRAME THIRD STORY FLOOR SYSTEM AS PER
PLANS.
CONVENTIONALLY FRAME THIRD STORY ROOF AS PER PLANS.
CONVENTIONALLY. FRAME BALCONY AS PER PLANS.
EXTERIOR WALLS SHIFTED TO BEAR ON BEAMS BELOW @GABLE
BUMP OUT.
FLOOR TRUSS SPACING IS 16" OC U.N.O.
BEARING CAPS TO BE SPECIFIED BY E.O.R.
ti
BEAM 6 &BEAM 3 REQUIRE BEARING CAPS @MIDPOINT BEARING.
BEAM TO POST CONNECTION TO BE SPECIFIED BY E.O.R.
Beam Schedule
I
RZI or --11 11
HGUS412
3
THA422
61
THAC422
12
p.s.f.
Top Chord Dead Load
7.00
10.00
p.s.f.
Bottom Chord Live Load
0.00
0.00
p.s.f.
Bottom Chord Dead Load
10.00
5.00
p.s.f.
Total Load
37
55
p.s.f.
Duration Factor
1.25
1.00
Building Code
FBC 2014 RES
Wind Standard ASCE 7-10
Wind Speed
130 m.p.h.
Wind Usage
RES. CAT II
Building Exposure
C
Building Type
Hanger Schedule
Hanger
t
HGUS412
3
THA422
61
THAC422
12
FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 2197....BLUELINX ON -CENTER -LVL 18993...BLUELINX ON -CENTER BLInJOIST 7427....BLUELINX ON -CENTER RIMBOARD 7427
LOADING CRITERIA
Roof
Floor
Top Chord Live Load
20.00
40.00
p.s.f.
Top Chord Dead Load
7.00
10.00
p.s.f.
Bottom Chord Live Load
0.00
0.00
p.s.f.
Bottom Chord Dead Load
10.00
5.00
p.s.f.
Total Load
37
55
p.s.f.
Duration Factor
1.25
1.00
Building Code
FBC 2014 RES
Wind Standard ASCE 7-10
Wind Speed
130 m.p.h.
Wind Usage
RES. CAT II
Building Exposure
C
Building Type
Closed
NOTE
It is the responsibility of the building designer or architect to
provide an appropriate connection for trusses to supporting
structure per reactions shown on truss engineering. Special
considerations for mechanical equipment and/or plumbing (and
their connections) in truss space must be diagrammed by the
builder an approved truss layout prior to fabricaton.
Manning Building Supplies is a truss manufacturer whose
responsibilities are limited to those described in VVTCA 9-1995
(sections 6.0 and 7.0). Accordingly, it disclaims any
responsibilities for the the construction design, drawings,
documents including the installation and bracing of trusses
manufactured by Manning Building Supplies.
Warning:
Conventional framing, erection and/or permanent bracing is not
the responsibility of the truss designer, plate manufacturer, or
truss manufacturer. Persons erecting trusses are cautioned to
seek professional advice regarding erection bracing which is
always required to prevent toppling and dominoing during
erection; and permanent bracing which may be required in
specific applications. See "Bracing wood trusses commentary
and recommendations (BCSI 1-03) for further information.
Trusses shall be installed in a straight and plumb position.
Where no sheathing is applied directly to the top and/or bottom
chords, they shall be braced as specified on the engineered
design. Trusses shall be handled with reasonable care during
erection to prevent damage or personal injury.
Approved trusansa chor by builder.
W FLOOR TRUSS
3 1/2
Notch
116"
6..
BRG.
Typical Truss End
Engineer of Record:
No Engineer of Record on file
Manning Building
Supplies, INC.
11155 Phillips Parkway Dr. E.
Jacksonville, FL 32256
Phone: (904) 268-8225
Fax: (904) 260-2981
WWW.MBS-CORP.COM
JAXTRUSS@MBS-CORP. COM
Customer.
Jax - House
Job Name:
Lamar Residence
Lot/Blk/Subdiv
345 10th Street Atlantic Beach , FL I
Scale: Date: Drawn By: Job Number.
1/4"=1' 11/21/2017 AC J 170409
1-04-00
0
(o
0
N
0
0
6
0
ti
1-04-00
All claims for error or defe tive material must be made within 5-doys of receipt of goods and prior to installation. Otherwise, said claim will be denied.
02(4
R I Me
10-00-00
0
27-09-08
0
3)
17-08-00
5(6
19-01-00
IL
310110M.- oil
M
c,
N
13-04-08
Po (7)
0�
14-10-08
0
0
0
0
1 1:
04(
I
0
0
NOTES:
THIRD STORY GABLE AND
SHED ROOF TO BE
CONVENTIONALLY FRAMED
PER PLANS.
2x12 CONVENTIONALLY
FRAMED FLOOR SYSTEM.
PRESENTED FOR VISUAL AID
ONLY.
EXTERIOR WALLS SHIFTED
TO ALIGN PROPERLY WITH
BEAMS BELOW @ THIRD
STORY GABLE.
Hanger Schedule
i
Hanger Qty
HTU26 2
1
I
FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 2197...... WEYERHAEUSER - EVEREDGE LVL 21359 ..... WEYERHAEUSER EEI=JOIST 21360...... WEYERHAEUSER RIMBOARD 6527.5
LOADING CRITERIA
Beam
Schedule
Floor
PlotlD
Length
Product
40.00
Plies
BM9
6-00-00
1 3/4" x 11
1/4" 2.0E EverEdgeTM LVL
2
BM 10
8-00-00
1 3/4" x 11
1/4" 2.0E EverEdgeTm LVL
2
BM 11
10-00-00
1 3/4" x 11
1/4" 2.0E EverEdgeTm LVL
2
FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 2197...... WEYERHAEUSER - EVEREDGE LVL 21359 ..... WEYERHAEUSER EEI=JOIST 21360...... WEYERHAEUSER RIMBOARD 6527.5
LOADING CRITERIA
Roof
Floor
Top Chord Live Load
20.00
40.00
p.s.f.
Top Chord Dead Load
7.00
10.00
p.s.f.
Bottom Chord Live Load
0.00
0.00
p.s.f.
Bottom Chord Dead Load
10.00
5.00
p.s.f.
Total Load
37
55
p.s.f.
Duration Factor
1.25
1.00
Building Code
FBC 2014 RES
Wind Standard
ASCE 7-10
Wind Speed
130 m.p.h.
Wind Usage
RES. CAT 11
Building Exposure
C
Building Type
Closed
NOTE
It is the responsibility of the building designer or architect to
provide an appropriate connection for trusses to supporting
structure per reactions shown on truss engineering. Special
considerations for mechanical equipment and/or plumbing (and
their connections) in truss space must be diagrammed by the
builder an approved truss layout prior to fabricaton.
Manning Building Supplies is a truss manufacturer whose
responsibilities are limited to those described in WTCA 9-9995
(sections 6.0 and TO). Accordingly, it disclaims any
responsibilities for the the construction design, drawings,
documents including the installation and bracing of trusses
manufactured by Manning Building Supplies.
Warning:
Conventional framing, erection and/or permanent bracing is not
the responsibility of the truss designer, plate manufacturer, or
truss manufacturer. Persons erecting trusses are cautioned to
seek professional advice regarding erection bracing which is
always required to prevent toppling and dominoing during
erection; and permanent bracing which may be required in
specific applications. See "Bracing wood trusses commentary
and recommendations (BCSI 9-03) for further information.
Trusses shall be installed in a straight and plumb position.
Where no sheathing is applied directly to the top and/or bottom
chords, they shall be braced as specified on the engineered
design. Trusses shall be handled with reasonable care during
erection to prevent damage or personal injury.
Approved truss anchor by builder.
2x4 minimum top and bottom chords.
Square cut overhangs.
12
8
V5
G .
ERG.
?A"
n ess note
othenroise.
Typical Truss Ends
OFFICE COPY
Engineer of Record:
No Engineer of Record on file
Customer
Jax - House
Job Name:
Lamar Residence
Manning Building
Supplies, INC.
11155 Phillips Parkway Dr. E.
Jacksonville, FL 32256
Phone: (904) 268-8225
Fax: (904) 260-2981
WWW.MBS-CORP.COM
JAXTRUSS c MBS-CORP.COM
Lot/Blk/Subdiv
345 10th Street Atlantic Beach ,FL I
Cale: Date: Drawn By: Job Number.
1/4"=1' 11/21/2017 AC J 170409