HomeMy WebLinkAboutBuilding PlansN.W. CORNER SECTION 10,
TOWNSHIP 37 SOUTH,
RANGE 38 EAST
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'SET
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SURVEYOR'S NOTE:
THE WESTERLY PROPERTY LINE OF
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S.W. CORNER SECTION 10,
TOWNSHIP 37 SOUTH,
RANGE 38 EAST
ADDII'IONS OR DELE'PIONS TO SUI2 VEY MAPS
OR REPORTS BY OTHER THAN THE SIONTNO
PARTY S PROHIBITED VIITT-IOII'I' THE W12T1'TEN
CONSENT OF THE STONING PARTY.
( FAC. 5J-17 ).
C.A.M.
2522.34' (P.) 2522.12' (C.)
-NORTH LINE OF THE NORTH 30' OF SOUTH 1/2 OF THE
NORTH 1/2 OF SW 1/4 SECTION 10
DESCRIPTION:( WARRANTY DEED RECORDED IN OFFICIAL RECORDS BOOK 4315 AT PAGE 2156 - ST. LUCIE COUNTY, FLORIDA.)
S 1/2 OF NW 1/4 OF SE 1/4, SUBJECT TO UTILITY EASEMENT ON WEST 6 FEET, AND THE NORTH 30' OF THE S 1/2 OF N 1/2
OF SW 1/4 AND THE WEST 30 FEET OF THE NORTH 150 FEET OF THE SW 1/4 OF THE NW 1/4 OF THE SW 1/4 LYING EAST
RIGHT OF WAY FOR CARLTON ROAD, AND SUBJECT TO 12 FOOT UTILITY EASEMENT FROM CARLTON ROAD, IN SECTION 10,
TOWNSHIP 37 SOUTH, RANGE 38 EAST, ST. LUCIE COUNTY, FLORIDA.
ALSO KNOWN AS : LOT 12, "PINEY PASTURES", AN UNRECORDED PLAT OF THE S 1/2 OF THE WEST 3/4 OF SECTION 10,
TOWNSHIP 37 SOUTH, RANGE 38 EAST, ST. LUCIE COUNTY, FLORIDA,
LEOENU:
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T.C.-POINT OF CURVE
I'-"' -;POINT OF TANGENCY
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P.RC.- POINT OFR$VEIR.9E CURVE
P.O.R. -rom OF REODVNING
"Of- rORPr OF COMMENCEMENT
C'R,-CENTERt.D•179
RrW- RIGHT OF WAY
P.RM. =PERMANENT REFERENCE AfONUA•IE1Y'r
P.C.R. -PERMANENT CONTROL POINT C.A. - CENTRAL ANGLE (DELTA ANGI.P)
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CONC. - CONCRETE
SD-SErBACIC
R-RA7AIII,r,
M.E.
4933
ELEVATIONS 5/5/20 C.A.M.
THIS FLOOD MAP PANEL WAS NOT PRINTED
DESIGNATION IS FLOOD ZONE " X "
120285 - 12111CO 250 J
EFF. DATE: 2/16/2012
120 0 120 240 360
Scale 1" = 120'
NORTH AMERICAN VERTICAL DATUM ELEVATIONS
REFLECTED ON THIS DRAWING ARE BASED UPON
ST. LUCIE COUNTY BENCHMARK "ERIC' ELEVATION
= 24. D3'
I
ST. LUCIE COUNTY HEALTI-1 DEPT.
FD, 4`X 4"
$ITE REFERENCE POINT. NNLS
IN OAK TREE: ASSUMED ELEVATION
C.M.(LB4223
10.00, ( 25.69' N.A.V1D.)
"PROPOSED"
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I STORY RESIDE CE P 10700
SET NAIL &
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AVULASLE S 1/2 OF NW 1/4 OF SE 1/4 OF SECTION 10,
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TOWNSHIP 37 SOUTH, RANGE 38 EAST ST. LUCIE
,BANK ma
COUNTY, FLORIDA
V
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ALSO KiNOWN AS LOT 12 OF THE UNRECORDED PLAT OF
N
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PINEY iPASTURES", ST. LUCIE COUNTY, FLORIDA.
OI
EASEMENT
ci
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FENCES, CROSS -FENCES AND DITCHES NOT SHOWN
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(FD) C. 1325.03 (P.) 1325.06' (C.) FD. I.R.
NR1T VALID WCPAOUT THE SlaRATURE
A04D THE ORIGINAL RAISED SEAL OF
T7 113 FLOE1DA LICENSED SURVEYOR
MNDMAPPER. (F.A.C. SYI7)
C.A. MITCHELL AND ASSOCIATES, INC.
STATE OF FLORIDA CERTIFICATE OF AUTHORIZATION NO. LB4276
(ESTABLISHED 1985)
CCNWTON A. MITCHELL, R.L.S.
REGISTERED LAND SURVEYOR AND MAPPER
FLORIDA REGISTRATION NG). LS3541 (SINCE'1S
(772) 878-7547 -
C.A. MITCHELL AND ASSOCIATES, INC. PRaECT SHT. NAME
LAND SURVEYOR'S * LAND PLANNERS * CONSULTANTS LOT 12 OF PINEY PASTURES A UNRECORDED
759 S.W. SOUTH MACEDO BLVD. PORT ST. LUCIE, FLA. PLAT IN ST. LUCIE COUNTY, FLORIDA. BOUNDARY
SURVEY
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OF ONE 14933
FILE COPY
PRE-ENGINEERED ROOF TRUSSES
@ 24" O.C. COVERED BY 19/32"
4 PLY CDX PLYWOOD
(SEE NAILING DETAIL)
HETA 20 HURRICANE
ANCHORS EMBEDDED 4" INTO
BEAM FOR TRUSSES
(PER CONN. SCHEDULE)
STANDING SEAM METAL
ROOF OVER 30 # FELT
CONT. GALV. MTL DRIP
OVER (PT) 1 X 2
2" X 8" PRE -PRIMED
SPRUCE FASCIA
VENTED
STUCCO SOFFIT
(SEE DETAIL)
OH
STUCCO FINISH &
HARDIE LAP SIDING, PER PLAN
VERTICAL REBAR TIED TO DOWEL
& RUNNING INTO BEAM BLOCK
IN 3000 PSI CONC.
VERTICAL DOWELS
w/ 30" LAP SPLICE
FROM FOOTER
SEE FOUNDATION PLAN J 1
l FOR SIZE & SPACING
0'-W TOP OF SLAB
GRADE 4
12
6
RLISLE SEAL TITE SPRAY
FOAM INSULATION
R-20 - PER ENERGY CALC
1/2" DRYWALL @ CEILING
(TYPICAL)
—8" X 8" X 16" BEAM BILK,
W/ (1) # 5 BAR IN 3000 PSI
CONCRETE FILLED CELL.
(2 ROWS)
—S" PRECAST LINTELS
W/ (1) # 5 BAR FOR ALL
DOOR AND WINDOW OPENINGS
& FILLED W/ 3000 PSI CONCRETE Cl)
LLI
—1"X2" P.T. FURRING STRIPS Q
@ 16" O.C. ON TOP OF 3/4"
RIGID FOIL FACE INSULATION
—1/2" DRYWALL
(TYPICAL)
—8" CONCRETE BLOCKS
— WOOD BASE BOARDS
CONCRETE SLAB
(SEE FOUNDATION PLAN)
TYPICAL WALL SECTION
(CONCRETE. BLOCK / LINTEL U-BLOCK CONSTRUCTION)
NO SCALE
9P 4" O.C.
6
r
SOFFIT DETAIL
NO SCALE
(VENTED STUCCO SOFFIT)
11_�2" X 4" SUPPORT (VERT.)
@ 8'-0" O.C. MAX.
2" X 4". CONTINUOUS @ ALL LEVEL
/RETURNS OR AREAS OPEN TO
ATTIC SPACE..
2" X 8" PRIMED &PAINTED
R/S SPRUCE
6" X 22" VENTS
AT 4'-0" O.C.
-- -STUCCO OVER WIRE LATH
w/ 11ga. 2" NAILS WITH 318"
HEAD DIA. AT 6" O.C. OVER
3/8" RIB LATH @ 6" O,C. WITH
(2 LAYERS OF 15 # FELT OVER
EACH FRAMING MEMBER)
COVERED PORCH
6o6e
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CONCRETE
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4632 SH
9080 SGD
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CONCRETE
211-411
(001-1
FLoofR FLAN
5CAL1=: 1/4" a V-011
AREA SCHEDULE
-
NAME
AREA
Floor Area
1800.0 sq
ft.
Front Porch
360.0'sq
ft.
Carport
455.1 sq
ft.
Rear Porch
360.0 sq
ft.
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revisions
no. date
designed AN
drawn BEF
checked AN
date 11/21/2019
scale 1/4" = 1'-i (U.N.O.)
job no. P-XX-XXXX . COC
ARC JECT OF RECORD
JOSEPH P. McCARTY
ARCHITECT, Inc.
900 E. OSEOLA ST.
STUART, FLORIDA
772.287.6735
D.P.R. REG # 9639
PROJECT
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BUILDER INFORMATION
a
,
445 SW PRIMA VISTA BLVD.
PORT ST LUCIE, FLORIDA 34983
(772) 340.7223
W W W.PACE2000HOMES.COM
WO
V®V
COZ
W�
SHEET INFORMATION
drawing
FLOOR PLAN
Q�
sheet �o'^t
BUILDER:
PACE 20
RES:
TSingt'e Fclmil�y
MODEL:
ADDRESS:
CARLT1U
LOT / BLOCK:
CITY: PORT SAINT
UCIE
COUNTY ST LUCIE GO
DRAWN BY: '', JL
JOB # :
2263372
DATE:
03/09/20 `
SCALE:
NtS
i
REVISIONS:
1. 3/12/20 ADD=10'-0" BEAM
2.
3.
4.
dis
a
701 S. KINGS HIGHWAY
FORT PIECE, FL 34945
Ph. (772) - 461 5475
i
' HfC(llxeC.Li. iiIV(, Vern,
I
WIND VERIFATION FORM
JURISDICTION
- ST. LUCIE COUNTY
CODE
FRC / FBC 2017 6TH EDITION
PROJECT NAME `
HEATHER PHILLIPS & BENJAMIN TAYLOR
PROJECT ADDRESS
CARLTON RD. 'ST. LUCIE COUNTY
ARCHITECTIENGINEER
JOSEPH R. McCARTY D.P.R. REG# 9639
TYPE OF CONSTRUCTION
CONCRETE BLOCK STRUCTURE
WIND SPEED 3 SECOND GUST
ULTIMATE DESIGN WIND SPEED = 150 MPH
WIND SPEED NOMINAL
NOMINAL DESIGN WIND SPEED =116 MPH
INTERNAL PRESSURE COEFFECIENT
0.18
EXPOSURE ZONE
B
IMPORTANCE FACTOR
BUILDING CATEGORY
2
MEAN BUILD HEIGHT
16'-0" FEET
OVERHANG
1.33 FEET
ROOF PITCH 6/12
COMPONENTS AND CLADDING PRESSURES +24.2 / -32.4 PSF SEE PRODUCT APPROVAL FOR WINDOWS & DOORS
ROOF TOP CHORD DEAD LOAD
7.0 PSF
ROOF TOP CHORD LIVE LOAD
20.0 PSF
ROOF BOTTOM CHORD DEAD LOAD
N/A
ROOF BOTTOM CHORD LIVE LOAD
N/A
ROOF MATERIAL
METAL
FLOOR LIVE LOAD
N/A
fLOOR DEAD LOAD
N/A
SHUTTERS
NO
IMPACT RESISTANTASSEMBLY
YES
BUILDING DEAPRTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT
PRODUCT
PRFLORN PPRL
FL OR NOA#
EXP.
DATE
MODEL.#
MANUR
TYPES
M METHOD ATTACHMENT
D.P.i{ SNF.)
D.P.ODUCT
(RS.F.)
SINGLE HUNG (8H)
NOA IB-049D:06
8/23/2023
TIO0
PGT
IMPACT
-12 STEEL, I" OR 410 66 SCREWS,
8/16" FROM EDGE, 1-3/8' EMBED
SEE ELEVATON -
PG A-2 4 AS
W5 / -SO
VERIFY MANUF SPEC%FOR FASTENING SPACING
FIXED GLASS
(PK:TURE WINDOW)
NOA 1"450.05 -
2/1%41024
PWTi20A
POST
IMPACT
VA/4"
IS/4" MIN, EMBED. TAPCONS s 6° FROM
CORNERS 4 12" O.C. AT PERIMETER
SEE ELEVATION
PG A-2 4 A-3
iso.O
SLIDING GLASS
DOOR -
NOA IS-IM6.03
2/IV2025
TIOO
PGT
IMPACT
1,4114"
X "W MIN. PIMIND. TAPCONS w V FROM
CORNERS 4 ISO.O. AT PERIMETER
SEE ELEVATION
PG A-2 4 A-3
280.0 "
WINDOW
MULLIONS
NOA 11.0630.01 -
5/26=1
1 x 2.15 x .0316
POT
IPV X I -LB° MIN. EMBED• TAPCONS
(4) PER CLIP
SEE ELEVATION
PG A-2 4 AS
-' t110.0
SOFFIT
STUCCO
- Fowk-cEM9NT
LAF' SONG
NOA 18.0928.02
14MO24
NICHISOARD
' LAP -BIDING
NICHIHA USA,
INC...
ad x 2-1/2" NAILS OVER WOOD STUDS, ONE ROW
OF FASTENERSSHALL BE PLACED IN THE OVERLAP
OF EACH COHUORRSE N D SPACEDION O.C.'IN T•R
-126
EXT 000M
FL 19,30.4
-
EXTERIOR
SMOOTH STAR
TH�MA-TRU
IMPACT
1/4" T.C. 2.9/4" EMBED
AT 4' O.C. MAX
BEE ELEVATION
PG A-2 4 A-9
t 60.0
STANDM6 BEAM
NOA .II
.
Wa/2021
ENGLERT
SERIES 1101
(STANDING BEAM)
ENGLm" INC'
-
010 ANCAKE HEAD SCREW x I" AT
6'P' O,C. wr/ 3/16 PENETRATION
THROUGH BOTTOM SUPPORT
. N.8"
-I50.0
'NOTES. 1) ALL GLAZED EXTERIOR OPENINGS SHALL BE IMPACT RESISTANT OR PROVIDED WITH SHUTTERS -
i 2) MAIN EGRESS DOOR MUST BE IMPACT RESISTANT - - -
's 3) ALL GLASS SHALL HAVE A U-FACTOR LESS THAN OR EQUAL TO 0.40 AND SHOC LESS OR EQUAL TO 0.26 '
ILL
W(QRK
6'-8" Masonite 2 panel
INTERIOR DOORS
XTERIOR DOOR HARDWARE
Kwikset Dakota in satin nickel Stainless steel hinges ;
INTERIOR DOOR HARDWARE
I Kwikset Tustin in satin nickel
CROWN MOLD ING/LOCATION3
RIM DETAIULOCATIONS `
Dining room Same as model MSI Panel Molding 1/2" x 1 3/4"
BASEBOARDS
#5180 5 1/4" Prirned�Flncjer Joint
CASINGS
Baby Howe casing 11/16" x 2-1/4"
FRONT DOOR
Therma-Tru Smooth -Star 1-lite Impact 6068 w/transom
OOK PORCH DOOR
Therma-Tru Smooth -Star 1-lite Im act 2868
STRUCTURAL NOTES
revisions
no.
date
1)NOA
ILO FL METAL ROOF
511312020
a)
ADDED GABLE DETAIL
51.13/2020
-
3)
H20-RES. MEMBRANE
5/1312020
-
4)
LABELED EGRESS
511312020
".
.. 5)
LABELED R VALUE
5/1312020
-
5)
LISTED VAPOR BARRIER
5113/2020
ON WALL SECTION
designed
AN
drawn
BEF
checked
AN
date
.3n2/2020
ENERGY CONSERVATION NOTES scale P-XX-) -=-CDtY.)'i
jobno. P-XX-XXXX . CDC .
II,. ,RECOFi 3�`7r�1 �Ir
JOSEPH P. McCARTY
ARCHITECT, Inc.
900 E. OSEOLA ST.
STUART, "FLORIDA
772.287.6735
D.P.R. REG # 9639
ADDITIONAL NOTES
1) INTERIOR TO BE DRYWALL FINISHED.
Cm...'REVIEWED FOR NJdW Q W
CODE :COMPLIANCE
G
C�
ST., LUCIE COUNTY
0 O
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446 SW PRIMA VISTA BLVDi
PORT ST LUCIE, FLORIDA 34088
1.
(772)340-7223
WWW.PACE2000HOMES.COOWN
i
Mg
drawing
COVER PAGE
sheet
A-0
AREA SCHEDULE
NAME
AREA
Floor Area
1800.0 sq
ft.
Front Porch
360.0 sq
ft.
Carport
455.1 sq
ft.
Rear Porch
360.0 sq
ft.
..
-•�__ —_.
_ ter....
VIEWED FOR
MICROWAVE
120
12
1.2
O
O
1.5 '
12
20
`I.
WASHER
- ---
10:
---
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C
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E COMPLIAN
II
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REFRIGERATOR -
________._-._
--_
1
20
__
12
___
. L2 -
-.__
0
0
4.5 '
10
25'
: 2
WATER HEATER
12 -
.
LuCIE cauN
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BOC C
1
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13
GENERAL LIGHTING
15
14
___
0.52
_____--------------------------------------
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15
16
— LIGHTING
: I'
15
14
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20 :
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GARBAGE DISPOSAL
Electrical Flan
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GENERAL LIGHTING
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15
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20
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GENERAL LIGHTING
1..
15
-: 14
0.52
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0.5'
12,
-
I
BATH - RE--
2
-
.
21
GENERAL LIGHTING
I
15
14
0.52-.
O
O
0.4 -
12
20
1
O.H. DOOR OPENER -
22
23
GENERAL LIGHTING
I
15
14
0.52
O
O
1.5
@
20.
1
SMALL APPLIANCE
-
25'
GENERAL LIGHTING
1 -
15
14
0.52
0
O
-1.5
12
20
I
SMALL APPLIANCE
26
,.
_21
GENERAL LIGHTING
- 1 _
15
14
0,52 -
---_
0
O
--___--_--
0,52
14
15
__
1 -.
--_
GENERAL LIGHTING
-___-_____-.
_2B_:
29
---
GENERAL LIGHTING
-----------
_ I_
15
--
'14
---
0.52
------
O
O
------
0.52 :
14
---
Is
--
I. -
---
GENERALLIGHTING--
---------
30
---
31
GENERAL LIGHTING
I.
15
;: 14
0.52
O
SPARE
32
33
GENERAL LIGHTING
I
15
14
0,92
0
SPARE
34
95
SPARE
:.
---
SPARE �: t -..
36
31
SPARE
,.
'•
'.
SPARE
35
r 1.
3S
SPARE
--
---
SPACE
- -
40
---
41—
SPACE:
..
BPACE
q2
SUB TOTAL
20.J2 '1
10-01
O
18.14
SUB TOTAL'`
e:
TOTAL (NO A/C)' ' 38.26
let 1000 _ O 84100 Y 0 " 10.00
REM4IND % _ ER A T 40 � 11.30
.= A % A/C AT. 65 . 6.50
TOTAL = 21.00 x l000 / 240 = 115,03' AMPS THIS PANEL
ELECTRICAL LOAD CALCULATIONS PER NEC
1
2975 S.F.0 3 VOLT -AMPS
8925 VA
2
2 20A APPLIANCE CIRCUITS
3000
3
LAUNDRY
1500
4
DRYER
5000
5
RANGE
12000
6
WATER HEATER
4500
7
DISHWASHER
1200
8
REFRIGERATOR
1200
9,
IRRIGATION PUMP OPTION
1800
10
MISC.
5000
TOTAL:
44125 VA
FIRST 10 KW,@ 100%
REMAINDER (M 40%
TOTAL:
A/C HEAT 100°/
TOTAL:
35650`'
0 - 8. 24 -_14 5417 Al 4PS USE. 00 2 AMP SERVICE
a l f
10000
13650
23650
12000
35650 VA
OPTION - "A" 27:QU.-1E
ELECTRICAL RISER / DIST. €6
FCTRICAL RISER / DIST
NOTE: USE ALL COPPER WIRE NO SCAN
NO SCALE !
revisions
no. date
designed AN
drawn BEF
checked AN '
date 3/12/2020
Scale IW' = V-0" (U.N.O.) ,
job no. P-XX-XXXX . COC
I CI ,ITE`CT OF WORD,
JOSEPH P. NIcCARTY
A CHITECT, Inc. :
900 . OSEOLA ST: ';
STU RT,FLO
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445 SW PRIMA VISTA BLVD.
PORT ST LUCI E, FLORIDA 34983
772 340-7223 "
WWW.PACE2000HOMES.COM
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drawing
ELECTRICAL
PLAN
sheet
E-1
I
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°
ROOF SHEATHING NAIL PER SCHEDULE
LABEL
END BLOCKING
SEE
PLAN
CONT. FASCIA BOARD (SEE WALL SECTION) NAIL
TO LADDER W/ 16d 8" O/C
2x4 LADDER FOR O.H. @ 12" 0/0
y-� CONY 2x4 LADDER PLATE ANCHORED TO GE
16" MAC
S / 8:: O/C MAX.
c
WALL SHEATHING OVER
Q
WATER RESISTANT MEMBRANE
'
C'4Ck
E--- WALL SHEATHING NAIL PER SCHEDULE
GABLE END FASTEN TO EA. TRUSS W/
11
(3)16d NAILS TYPICAL
CV
REINFORCE VERTICAL MEMBER
SEE OTHER DETAILS FOR TRUSS
GARAGE FINISHED FLOOR
OF GABLE END TRUSS W12x4
CONNECTOR
TEE -BRACE AT EA. VERT.
NAIL W116d NAILS @ 8" O/C .'
SIMPSON HETA20 WITH (9)10d x 1
-
V @ 48" D.C.
(V
PLAN VIEW
AT TEE BRACE .
CONY. CONC: OR MASONRY TIE BEAM , .
2" X 6" (PT) OR 2" X B" (PT) BUCK
Ck
SEE TIE BEAM SCHEDULE
:
-
o
GABLE END DETAIL
GARAGE FINISHED FLOOR
NO SCALE
<V '.:...
G
RAGE DOOR JAMB ATTACHMENT TO CBS WALL
NO
SCALE
160X70
- - OR9-0 X7-0 AF2AGEDOORS
G
'
„
1 JAMBS°.2x6
OR 2x8 PT w/ 3/8 1/2 X -• EMBED. _
5
[TEN HD w/MIN 2 DIA x 118 WAS (TYPICAL)
�' )
SIMPSON MTS 16w/14=10d
NAILS PER CONNECTOR
SCHEDULE
DOUBLE 2"X4" TOP PLATE
PROVIDE (2) 2xl2 YP HEADER w/
1/2" DRYWALL
FLITCH PLATE GLUED & NAILED
(WALLS & CEILINGS)
w/ 10d NAILS @ 8" O.C. STAGGERED
BOTH SIDES @ DOOR OPENINGS
1/4" X 3" TAPCONS @ 12" O.C. TO
2"X4" STUDS @ 16-O.C.
BLOCK WALL OR 112" X 5-1/2" —_ ,
SPH-4 TOP &.BOTTOM EACH STUD
REDHEADS @ 24" O.C.
P.T. 2"X4" BOTTOM PLATE
R-11 INSULATION
w/ 1/2" DIA. X 12"A.B. @
(PER ENERGY CALL)
24" D.C. OR 5/8" DIA. X 6"
REDHEADS @ 24" O.C. w/
NOTE
HURRICANE WASHERS.
PROVIDE SIMPSON SPH4
@TOP & BOTTOM PLATES @
16" O.C. w/ 10-10d NAILS.
MONOLITHIC FOOTING
-
PER FOUNDATION PLAN
F FLOOR
vim• ,� •�
INTERIOR FRAME WALL AT FRONT DOOR
NO SCALE
NOTE. INTERIOR EARING WALL WITHOUT STEP SIMILAR
4,00
.,
}
TYP -BEARING WALL DETAIL
�ICAL INTERIOR NON
NO SCALE
SIMPSON MTS 16 w/14-10d
NAILS PER CONNE
CTOR
LE
PRE -ENO. TRUSSES SCHEDULE
SEE TYR WALL SECTION
FOR ROOF SHEATHING DOUBLE 2^x4" TOP PLATE
,
AND FINISH
i SEE CONNECTOR 2"X4" STUDS @ 1WO.C.
SCHEDULE 1/2" DRYWALL SPH-4 TOP & BOTTOM EACH STUD
12 (WALLS& CEILINGS)
' �_
6 EAVE DETAIL, PER TYPICAL BLOCK WALL
WALL SECTION 1!4` X 3" TAPCONS @ 12" O.C. TO
FIBER -CEMENT PLANK PER NOTES
.. ._..,_,.0
.. ---- BLOCK WALL OR 112' X 5.1/2"
NON -VENTED FIBER REDHEADS @ 24^ D.C.
_._ ATE
3 CEMENT SOFFIT BOARD W/ 2""DIA. X 2OA.B.. @
R-11INSULATION @
FIBER CEMENT LAP SIDING PRE-ENG. TRUSSES SEE (PER ENERGY CALL) 24" O.C. OR 5/S" DIA. X 6"
ATTACHED PER NOTES. -" P T F ALt HURRICANDDSE WASHERS.
S .1 NG A FI HES NOTE:
4" WIDE RAISED -- PROVIDESIMPSONSPH-4
WALL SHEATHING OVER CONCRETE SLAB
STUCCO BANDS @TOP & BOTTOM PLATES @
WATER RESISANT MEMBRANE IF' O.C. W/ 10-10d NAILS.
" CONCEALLED FLASHING F. FLOOR
NISHED MONOLITHIC FOOTING
WIDTH PER FOUNDATION PLAN °
EXTERIOR FRAME WALLAT FRONT DOOR
NO SCALE
DORMER DETAIL
NO SCALE
i
STUCCO OVER WIRE LATH w/ 11 GA. 2" LONG
NAILS w! 3/8" DIA. HEAD @ 6" O.C. OVER 3/8"
METAL RIB LATH @ 6" O.C. w/ (2) LAYERS
15 # FELT OVER E46H FRAMING MEMBER
SIMPSON HETA 20'PER
CONNECTOR SCHEDULE
419-10d NAILS -
6 (PER CONNECTOR SCHEDULE)
S' X W X 16" BEAM BLK.
W/ (1) # 5 BAR IN 3000 PSI
CONCRETE FILLED CELL.
8" PRECAST LINTELS
W/ (1)# 5 BAR FOR
OPENINGS & FILLED
-
-' W/ 3000 PSI CONCRETE
16"X 8" BLOCK COLUMN
6 BARS, ORER
-
PSICONCRE E (P0 RPLAN�SIN'3000
STUCCO FINISH.
w
# 5 DOWEL w/ 30"
N
MIN. LAP SPLICE .
VERTICAL DOWELS
FROM FOOTER
SEE FOUNDATION PLANT
FINISH FLOOR
FOR SIZE & SPACING >I
•° °ae : a
CLEAN COMPACTED
a° ° FORADDRIONAL INFORMATION
-
CHEMICALLY
TREATED SOIL
SEE TYPICAL WALL SECTION
PORCH COLUMN DETAIL
NO SCALE
=
,
i"RfI
CODE COMPLIANG
'
NT
oc c
12 -
�6
PRE•ENGNEERED WOOD 7RU SES
2XPT
BLOCKING Fi L
@COLUMN SIMPSON STRAP PER SCH. ' '
-
111-4" FROM
�
..
FINISH D FLOOR E,
SOFFIT PER DETAIL
EXTERIOR CEILING TO BE
' X 8" X 16" BEAM BLK.
STUCCO OVER W IRELATH
W/ (1) # 5 BAR IN 3000 PSI
wl 11GA. T NAILS w/ 3/8" DIA.
: CONCRETE FILLED CELL.
HEAD @ 6" O.C. OVER -
8" PRECAST LINTELS
-
31V METAL RIB LATH @ 6"
W! (1)5 BAR FOR
O.C. w/ (2. LAYERS OF 15 #
.#
.OPENINGS & FILLED
FELT OVER EACH
. W/ 3000 PSI CONCRETE
FRAMING MEMBER)
12"X12"BLOCKCOLUMN -
STUCCO FINISH—w/ (2) # 5 BARS IN (3000 PSI)
-
CONC. FILLED CELLS.
STUCCO FINISH
16"X16"X38 #5DOWEL w/30"
HIGH CMU BASE MIN. LAP SPLICE
FILLED WITH VERTICAL DOWELS
(3000 PSI) FROM FOOTER -
CONCRETE
• # 5 BAR VERT. IN. (3000 PSI) CONC.
FILLED CELL.
p " - (LOCATIONS PER FOUNDATION PLAN)
.
FOOTING PER PLAN -
°
12"
X 12" PORCH COLUMN DETAIL NOSCALE
- NOTE:
SEE TYPICAL WALL SECTION N FOR MORE INFORMATIO
revisions
no date
1) NOA ILO FL METAL ROOF SM3/2020
2) ADDED GABLE DETAIL 6/13/2020
3) H2O-RES. MEMBRANE 5/1312020
4) LABELED EGRESS 5/13/2020
5) LABELED: R VALUE 5/93/2020
6) LISTED VAPOR BARRIER 5/1312020
ON WALL SECTION
designed AN
drawn REF
checked AN
date ,;/12/2020
scale :. 1114"-1'-0". (U.N.O.)
job no, P-XX-XXXX . COC
JOSEPH P. MCCARTY
ARCHITECT, Inc.
900 E. OSEOLA ST.
STUART, FLORIDA
772.2187.6735
D.P.R. REG # 9639 .I
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PORT ST LUCIE, FLORIDA 34983
(772) 340.7223
W W W.PACF-2000HOMES.COM
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PAM mum
drawing
DETAILS
Sheet
S-2
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:
revEslons
no. date
;.
:
designed AN
_
drawn BEF
c ec a r,
h kd AN
I ;:
to d8 31121202p
iI I
`.
c e - —
9/4 1 0 U.N.O.
>.
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Job o ; ::�
XX XXXX COC
_.
FOR MISSED TRUSS CONNECTORS AT
-.
C WITH UPLIFT O BLOCK WALLS WI 1175 # R
_:
PROVIDE SIMPSONHTSM WITH
� TA 20LESS
-ETA 20
w... _
, �;.�. a ,,.
_
4 3 AND 10 10d NAILS 4 1/ X 1 /4 TITEN A
<
+ MTSM
_ MTSM 16
L
2060 REQUIRED
:2oroO REQUIRED
SEPH P. MCCARTY
FOR MISSED TRUSS CONNECTORS
_
2500 PROVIDED
P ED R D
:
28 00 PROVIDED
A ITEGT Inc. _
O
FOR TRUSSES WITH 1175 # UPLIFT.. O
E R
_
, -
9 OO E. SEO LA ST.
MORE, CONSULT ENGINEER FOR
STUA T E LORIDA
_ ,
ADDI
T IONAL
TRUSS CONNECTOR
OPTIONS
N
:
(0
N
N
N
N
u
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END AIL
CJ3
I
.....TRUSS
...
r-
- -
---:
_
.. EJ5
-
..
,.. .. .: ,.,
SQUARE CUT WITH
: n '". EJ5
-x 4" LEVEL RETURN -
.EJ5 !.' w::1 i I
2X8 FASCIA0,13
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:.. ..1
1
T ` P D -1 2 , TO
VALLEY TRUSSES MAY BE ATTACHED WITH SIM SON VTCR w/ 4 #9 S X 2 /
_
I
J "
Im
SUPPORTING TRUSS AND 3 #9 SD X 1 1/2 TO VALLEY TRUSS 1N LIEU OF MTS1 6 AS
v1
I
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v-I
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,
_
T EACH MAX.J
STATED: VTCR SHALL BE INSTALLED A E H END AND 24 O.C..O.0 M
I
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l
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E 5
:
2
11
USE SIMPSO STRONG E SYSTEM WITH E OR ANCHOR BOLTS A B.
N EPDXY R TIE M 12 MIN. EMBEDMENT F ( )
112
2 (.
1�
121
I
12
,.
. .
Rrl FO . �I
_. (a 7O
3
0-
n
1 FRTG WITH 18 SDS 1/4 X 3 2 1/2 X 5 .TITEN HD MAY BE U I LIEU OF CONNECTOR AS SPECIFIED
O (.) & (_) USED N L E N
EJ51
I ,
i
12
I
I
—
„
4
1 D 2& 1 8 A.B. CONNECTOR S
H U4 WITH 10 SDS 1/4 X2 1/ 51 O MAY BE USED IN LIEU OF CONN C A SPECIFED
I ,
4 :
,
Eiv
....
3
V3
y
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- ----�-
I
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---`-------..-------
------
-----
-----
-- --
--
-=
--
-- -
--
-
-----
,
-----
-----
-----
-- =
--
'- -
-
CODE COMPLIAIriC -
GJI
TRUSS CONNECTOR SCHEDULE
TRUSS NOTES:
1 - ALL ROOF TRUSSES �O VERIFIED AND CERTIFED BY TRUSS COMPANY'S ENGINEER
) fl T BE VER A
2) CONTRACTOR TO PROVIDE CERTIFYING OFFICAL AND FLORIDA BUILDING DEPARTMENT WITH
ENGINEERED TRUSS DRAWINGS BEFORE INSTALLING TRUSSES -
3) TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY THE TRUSS COMPANY
4) CONTRACTOR TO VERIFY ALL EXISTING ROOF CONDITIONS AND DIMENSIONS BEFORE
ORDERING AND INSTALLING TRUSSES.
5) STANDARD CONNECTOR, HETA 20, PROVIDES 18101bS UPLIFT RESISITANCE. TRUSSES ARE
LISTED WITH MAXIMUM UPLOAD ON TRUSS
6) A3 $,A4 REQUIRES >1810, Ibs UPLIFT- USE HETA 20 AND MTSM 16 WHICH PROVIDES 2800 Ibs RESISTANCE COMBINED ,
O T C NTRAC OR.
PACE 2000 INC.
CLIENT: :
PHILLIPS
TRUSS MFGR:
MITEK
LAYOUT DATE:
3/9/2020
CUT SHEET DATE:
3/9/2020
Al - 6281bs '
A2 - 57Cbs
A2A - 668 Ibs
A3 - 20271bs
A4 - 2061 Ibs
A5 - 665 ibs
A6 - 637Ibs
A7 - 634Jbs
91 - 383 Ibs
62 - 384 Ibs
B3 - 688 Ibs
CA ,115 Ibs
CJ3 -117 Ibs
'EJ5 -130 Ibs
EJ51 --133 Ibs
EJ52 - 363 Ibs
HJ5-178.tbs
V11 - 29 Lbs
V2-129Ibs
V3-102 Ibs
V4 - 75 Ibs.
V5 - 53 Ibs -
:. V6 - 47 Ibs`
V7 - 461bs
V8 - 20 Ibs
NOTE: ALL STRAPPING TO BE SIMPSON
STRONG -TIE AS SPECIFIED
Schedule
ote: All lintels to be Cast -Crete high `strength lintels.
[Lintel
ength of lintel includes 4" bearing each side.
1 lintel gives maximum length and load for L1 lintels which vary in length
2lintel gives maximum length and load for L2 lintels which vary in length3
lintel gives maximum length and load for L3 lintels which vary in length
Mark
Lintel
Top
Length
Gravity load
Uplift
load
Required Provided
Required
Provided
L1
8FI61TIB
9'-4"
' 10'-6"
771 Ib/ft
1633lb/ft
353lb/ft
914Ib/ft
L2
8RF321T1B
9'-4"
7'-6"
998lb/ft
6472lb/ft
569lb/ft
3508lb/ft
L3
8F161T1 B
9'-4"
" 17'-4" '
140 lb/ft
950 Ib/ft
120 Ib/ft '
872 lb/ft '
L4 I
8FI61TIB
<22'-0"
` 60lb/ft
50lb/ft
801b/ft
629Ib/ft'
i
8 9
10 r
13 7 I ,
13 1
6 3- _ ,
3
10
1O
OPENING
SCHEDULE
(VERIFY BEFORE PROCEEDING)
OPENING
OPENING
MASONARY
BEAM SIZE
TOP OF
CODE
TYPE &SIZE
OPENING
& REINFORCING
OPENING'
.- O
SH26 (3'•1" x W-4")
PW 1864 (1'-8" x 6'-4')
!. 78" W x 76" H
8x16 1#5 TOP
W-0" HEADER .
1#5.BOTTOM
O:
DBL EXTERIOR DOOR
6068 INSWING/ ACTIVE RT
;q - W x S3"H
8x8(6) 1#5 BOTTOM
RECESSED
6'-11" HEADER
O
TRANSOM
"° 6'4" x 1'-81,
-'74" W x 20" H
8x11 1#5 TOP
9'-1" HEADER
1#5 BOTTOM
O
(3) SH26
3'-1
112" W x 76" H
8x16 1#5 TOP
g•-p" HEADER
O
: PICTURE WINDOW
'. 4'-1" x 4'-1
50" W x 49" H
8X16 '1#5 TOP
-$'-0" HEADER
O
TRANSOM
,.. 5'•1" X 1'-7°
62" W x 19'SH
8X 1#5TOP
1#5 BOTTOM
O
- SH15
].' 7.1/8" x 5'-3"
20" W x 63": H
8x16 1#5 TOP
". "8• O" HEADER
1#5 BOTTOM
Q
1' 7d/81z 5'3"
20" W x 63" H
8X16 1#5 TOP
1# BOTTOM
8'-0" HEADER
O:.
EXTERIOR DOUBLE DOOR
6068. FULL LT- OUTSWING
-78'Wx83"H
8x31(29) 1#5TOP
RECESSED 1#5 BOTTOM
, "
6'-11' HEADER
O
EXTERIOR SG
9080 (LOW RISE TRACK)
x 108' W 96" H
Sx16 1#5 TOP
1#5 BOTTOM
8'-0" HEADER..
io
SH33
4' 5-1/8" x 3' 2-3/8"
54" W x 38.3/8" H
Sx16 1#5 TOP
1#5 BOTTOM
-8'-0" HEADER
u
EXTERIOR SINGLE DOOR
41' W x83'.H
8x31(29) 1#5 TOP
3068 OUTSWING
RECESSED 1#5 BOTTOM
6'-11" HEADER
SH25 "`.
3'-1 x5'•3"
38" W x 63" H
Sx16 1#5.TOP
1#5BOTTOM
8'-0"HEADER
��.
'
8x16 1#5TOP
1#5. BOTTOM
revisions
no. date
i
designed AN
drawn BEF
checked AN
date 3/1212020
scale 1/4"= V-0" (U.N.O.)
job no. P-XX-XXXX . COC
WON,
-JOSEPH P. MCCARTY,»
ARCHITECT, Inc.
900 E SEOLA ST.
ST )1DA
�c
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445 SW PRIMA VISTA BLVD.
PORT ST LUCIE, FLORIDA 34983 '
(772)340.7223
WWW.PACE2000HOMES.COM.
CA
to �
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drawing
FENESTRATION'
DETAILS
sheet
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