HomeMy WebLinkAboutRevisions; Building PlansNEW GUEST HOUSE RESIDENCE
PEREZ RESIDENCE
BRIDLEWOOD WAY AND ORANGE AVENUE
FORT PIERCE, ST LUCIE COUNTY, FLORIDA
INDEX OF DRAWINGS
A I SITE PLAN
A2 ARCH/RF/F❑UND/ELECT PLANS
A3 BLDG ELEVATI❑NS & DETAILS
PRODUCT APPROVAL SUBMITTAL
GENERAL INFORMATION
INSTALLATION METHOD
STATIC PRESSURE
DESIGN PRODUCT
WIND -
STORM
PRTCTN
MARK
PRODUCT
MODEL#
MANUFR.
PRODUCT
APPROVAL,
GLAZING
ATTACHMENT
(+) 0
0 (+)
HORIZ SLDR WDINS
M9300
MR GLASS
FL25359-R2
1/4"LAM GL
1/4-TAPCONS 0 ALL MFR'S HOLES W/ 1.75" EMBED
+80#,-80#
(-65.3#,49.8#)
IMPACT
O2
FIXED GL WDWS
Mg400
MR GLASS
FL26351.1
3/16"LAM GL
1/4-TAPCONS 0 ALL MFR'S HOLES W/ 1.75" EMBED
+59#,-59#
(-56.4#,52.0#)
IMPACT
AO
3080 DOORS
Mg3000
MR GLASS
FL26942.1
3/16"LAM GL
HD & SILL 3/1VTAPCONS 0 MAX 6" FROM CORNERS
MAX 12'0.C. SPACING FOR REMAINING
JAMBS: MAX 6" FROM CORNERS
MAX 18" O.C. SPACING (STAGGERED)
+80#, 80#
(-53.4#,49.0#)
MPACT
�
2880 DOORS
Mg3000
MR GLASS
FL26942I
6"LAM GL
+801,-80#
(-53.8#,49.4#)
IMPACT
PRODUCT
MODEL#
MANUFR.
ATTACHMENT
PRESSURE
PRODUCT
WDW & DR FLASHING
METAL ROOFING
VULKEM 35ONF
STUART LINE
TREMCO, INC
SUNLAST MTL
BRUSHED ON MASONRY OPNG INSIDE & 6"ONTO FACE OF WALL
#10 FASTENERS - 12"O.C. FIELD & 6-O.C. PERIMETER/CORNER
N / A
-84.3# (FIELD)
-440 PSF
-136.7# (P&C)
SIDING
N/A
N /A
N/A
N /A
N/A
SOFFIT
STUCCO
N/ A
N/ A
N/ A
N/ A
I HAVE REVIEWED THE ABOVE INFORMATION & APPROVED IT:
ARCHITECT: JAMES E GILGENBACH FL AR7457 SIGNATURE:
DATE:
4" SAN.
NEW SEP
(SEE SITE
go
r�
J
I
I�I
STUDOR 1
VENT 1 3"
1 V.T.R.
I
I
I I
K SINK
PLUMBING RISER
NO SCALE
PLUMBING NOTE:
ALL BATHROOMS & CAB, BA. TO HAVE FLOORS
& BASES OF TILES OR OTHER IMPERVIOUS
MATERIALS
FIRESTOP ALL PLBG. PENETRATIONS OF THE
FIRE RATED GARAGE WALLS OR CEILING WITH
'3M' (OR EQ.) FIRE BARRIER PRODUCTS ANS
APPLIED AS PER MFR'S. SPECIFICATIONS.
WATER HEATER WILL BE PROPANE TANKLESS
CONTINUOUS FLOW UNIT
ALL PLBG. FIXTURES TO COMPLY W/ TBC'
PLUMBING TABLE: 604.4
TABLE 704:1
SLOPE OF HORIZONTAL DRAIN PIPE
SIZE (INCH)
MIN SLOPE (IN/FT)
2-1/2 OR LESS
1/4
3 TO 6
1/8
8 OR LARGER
1/16
PROVIDE 'ANTISCALD' VALVES L ALL TUBS
& SHOWERS
A WATER HAMMER ARRESTOR SHALL BE INSTALLED
WHERE QUICK -CLOSING VALVES ARE UTILIZED /
WASHER MACHINE / ➢ISHWASHER AREA. PROVIDE
ACCESS TO WATER HAMMER ARRESTORS.
STEEL STUDS SUPPORTING WALL HUNG PLUMBING
FIXTURES SHALL BE DOUBLED OR NOT LESS
THAN 20 GAGE WITH A MIN. EFFECTIVE MOMENT
OF INERTIA EQUAL TO 0.864 IN.4(360 M4)
TUB & SHWR. WALL TO BE NON -CORROSIVE
IMPERVIOUS MATERIALS MIN. 6' ABOVE RM,
FLOOR
WATER PIPING TO BE 'UPONOR PEX' PIPING
0
0
0
i�
W
J
m
RNINC". 07', 62' S k FEET` ' CAR— 5,0D ACREt, MOR'L 64 LES ,
ORANGE
AVENUE
LANDSCAPE /
IRRIGATION NOTES:
ALL LANDSCAPED AREAS AS SHOWN ON THE
LANDSCAPE PLAN SHALL BE FULLY IRRIGATED
BY MEANS OF A AUTOMATIC <TIMECLOCK
CONTROLLED) IRRIGATION SYSTEM CONFORMING
TO ALL LOCAL CODES INCLUDING SOUTH FLORIDA
WATER MANAGEMENT DISTRICT 'XERISCAPE' PLAN
GUIDE II.
ALL PLANT MATERIALS TO CONFORM TO STANDARDS
OF FLORIDA #1 OR BETTER AS GIVEN IN GRADES
& STANDARDS.
SOD IST AUGUSTINE FLORITAM GRASS
SITE
SCALE:
PLAN
1" = 30'-0"
GUEST HOUSE RESIDENCE
SCOPE OF WORK:
NEW ONE STORY GUEST HOUSE RESIDENCE
BUILDING CODE INFORMATION:
ARCHITECT: JAMES E. GILGENBACH (FL AR7457)
WIND DESIGN STANDARD:
ASCE 7-10
BUILDING CODE:
FL BLDG CODE 2017, 6TH ED.
ELECTRICAL CODE, NATL ELECTRICAL
CODE 2014 (NFPA 70)
DESIGN WIND SPEED:
ULTIMATE-170 MPH
NOMINAL-132 MPH
DESIGN WIND VELOCITY PRESSURE:
41A PSF
IMPORTANCE FACTOR:
1.0
BUILDING OCCUPANCY CATEGORY:
'II'
BUILDING WIND EXPOSURE CLASS;
'B'
INTERNAL PRESSURE COEFFICIENT:
+/-,18
MEAN ROOF HEIGHT FROM GRADE:
11.0 FT.
BUILDING DESIGNED:
ENCLOSED
IMPACT PROTECTION:
'IMPACT' GLAZING
BLDG OCCUPANCY CLASSIFICATION:
R-3 (SINGLE-FAMILY)
BLDG TYPE OF CONSTRUCTION:
TYPE V
BLDG - TOTAL # OF STORIES:
1 STORY BLDG.
ROOF OVERHANG & PITCH
24' OVRHG & 5/12 PITCH
ROOF DEAD LOAD:
SHT METAL / 5 PSF
0
z q
VZ
Z
G2 Z
ma
r/
E&
REVISIONS:
REV: 07 OCT 2019
BLDG DEPT COMMENTS
REV: 18 SEPT 2020
WDW/DRS NOA
1. DRAWINGS ARE NOT TO BE
SCALED, WRITTEN DIMENSIONS
HAVE PRECEDENCE OVER ALL
SCALED DIMENSIONS.
2 CONTRACTOR TO VERIFY ALL
DIMENSIONS & ADVISE ARCHITECT
OF ANY DISCREPANCIES.
CINSTRUC O SINLL OAT PROCEED
UNTIL SAID DISDUANCES HAVE
BEEN RESOLVED BY ARCHITECT.
A NO MATERIALS OR SYSTEMS ARE
TO BE FABRICATED UNTIU
A ALL DIMENSIONS HAVE BEEN
DATE:
22 SEP '18
PROJECT NO:
17 — 8117
SHEET: Al
of 3
WINDOW GLAZING NOTE:
o PROVIDE PGT WINGUARD WHITE ALUMINUM
'APPROVED' IMPACT GLAZING FOR ALL
GLAZED OPENINGS IN EXTERIOR WALL W/
IMPACT RESISTANT WOWS. & DRS. AS PER
F.B:C. SECTION #1606
o GLAZING TO BE TINTED (ENERGY CALCS)
(CONTRACTOR RESPONSIBLE TO VERIFY ROUGH OPNG.
SIZE W/ WDW. MFG. INSTALLATION INSTRUCTIONS)
ALL EGRESS WDW: OPNGS. TO BE MIN. 24'HI & 20'
WIDE AND MIN, 5.7 S.F. OF OPNG,
REINF. MASONRY STANDARD:
THE PROVISIONS OF ACI 530-05/ASCE5-05, BUILDING
CODE REQUIREMENTS FOR MASONRY STRUCTURES, &
THE COMMENTARY ON BUILDING CODE REQUIREMENTS
FOR MASONRY STRUCTURES ARE HEREBY ADOPTED AS
THE MINIMUM STANDARD FOR THIS JOB. HOWEVER THIS
SHOULD NOT SUPERSEDE ANY REQUIREMENTS FOR HIGH
VELOCITY HURRICANE ZONES REINF. UNIT MASONRY
BEAM DESIGNATION:
COMPOSITE REINFORCED CONCRETE BEAMS
USING PRECAST AND PRESTRESSED CONC.
LINTELS ('CAST-CRETE' OR EQ.) & STD.
CONCRETE MASONRY UNITS
NOMINAL HGT. Na OF #5 BARS AT
NOM, WIDTH BOTTOM OF LINTEL
8FT16-18/1T
F=FILLED _J �NO. OF #5 BARS AT
U=UNFILLED TOP OF BOND BEAM
TRUSS ANCHORAGE NOTE:
OTRUSS ANCHOR AT NEW
#METAI6GALSTRAP VV, M. RIVETED TRUSS IMPSON"
TRUSS ANCHOR
1 ((6))10D COMMON NAILS -TRUSS
O (7)10D X 1 1/2 NAILS -SEAT PL
F1=340#, F2=725#, U--1450#
ROOF SHEATHING NOTE:
ROOF SHEATHING TO BE MIN. 5/8", EXP. 1, COX
PLYWD. W/ LNG. DIM. PERPENDICULAR TO FRMG.
& END JNTS. STAGGERED, ROOF SHTG. TO BE
ATTACHED WITH BD COMMON NAILS AT 6" O.C.
AT EDGES AND INTERMEDIATE FRAMING.
NO ZONE 3 (GABLE END)
FLAME SPREAD & SMOKE INDEX:
WALL & CEILING FINISHES TO HAVE FLAME SPREAD INDEX
OF NOT GREATER THAN 200.
WALL & CEILING FINISHES TO HAVE SMOKE -DEVELOPED
INDEX OF NOT GREATER THAN 450.
TESTS TO BE MADE IN ACCORDANCE WITH ASTM E84 OR
UL 723 OR ALTERNATIVE METHOD OF SECTION R302.9.4
CONDENSING
REFRIG. ONES
FOUNDATION SCHEDULE:
'I 16"DP X 18"W MONOLITHIC CONCRETE FOOTING W/ (2)#5
REINF BAR CONT.
i` 10" OP. X 8" W. THICKENED CONCRETE SLAB EDGE
W/ (1)#5 REINF. BAR CONT.
FOUNDATION NOTES:
FLOOR SLAB: 4" CONC. SLAB W/ 6X6-10/10 W.W.M. ON 6 MIL.
POLYETH. VAPOR BARRIER ON COMPACTED TERMITE POISONED
CLEAN FILL. MIN. SOIL BEARING:. 2000 P.S.F.
MIN. CONIC. STRENGTH: 2500 P.S.I. AT 28 DAYS
1 REINF. BAR VERT. GROUTED
�p. TYPICAL TIE COL.. O #5 E &
CONC. BLK. WALL W SOLID IN CELL OF ON / CONCRETE.
1 1/2" OR X 8" W. WATERSTOP RECESS ALL AROUND HOUSE
PERIMETER UNDER CONC. BLK. WALLS
LINE OF REAR
WALL OF AIR
HANDLER CLOS.
S.A. UP
4" MIN AROUND
AIR HANDLER UNIT
AIR
4'
HANDLER
REFRIG. LINES
SECONDARY.
DRAIN LINE
TO FLOAT SWITCH
1/2' PLYWD. OVER 1/2'
GYP, BD. (IN 3 5/8'
RETURN
MTL. STUD @ 16' O.C.
PRINCIPAL
AIR
DRAIN LINE
TO OUTSIDE
SAFE-T-SWITCH+=R.A.
UP
OVERFLOW CUT
DEVICE
ASME P&T RELIEF VALVE
WATER INLET &
OUTLET W/
SOV
HEAT TRAP"
BENDS
UNIONS (TYP.)
a
WATER
WTR. HTR. PAN
HEATER
3/4"D. DRAIN
TO IMPERVIOUS
AREA OUTSIDE4
3/4". DRAIN
BLDG,
GALV SHT MTL
AIR GAP MIN
DRAIN PAN
2X PIPE BORE
v
DP
A.H.U.
MOUNTING
8c WTR HTR
DETAIL
S C A L 1-
3/4' 1'-O"
COND UNIT TO BE
SECURED TO CONIC.
BASE WITH (4) 1"W
X 6"LNG 14GA GALV
MR STRAPS W(2)
GALV SHT MTL SCRWS
TO UNIT & (1) FOR DR.
PIN INTO CONC BASE.
A/C COMP ON MIN 4"
//CONIC PAD FIN FLUSH
-W/ EXIST BLDG FLR.
CONDENSING UNIT
MOUNTING DETAIL
S C A L E; 3/4 - 1'-o"
A/C EQUIPMENT:
SYSTEM - 1 (LIVING) -
"RHEEM"
COND:
RA1418AJlNB
AHU:
RHML-HM2421JT
SEER:
13.0 EER, 15.5 SEER
COOLING:
18,800 BTUH
SENSIBLE:
14,100 BTU
LATENT:
4,700 BTUH
HEAT:
5.0 KW.
DUCT:
R-6 FIBERGLASS
LIQUID:
1/4"
SUCTION:
5/8"
' ■ND RESSTANCE CALL FOR A/C COMP : (-46A42#)
ROOF
LOADS
TCLL•
20 PSF
TCDL:
15 PSF
BCLL:
10 PSF
BCDL
10 PSF
TOTAL:
55 PSF
GENERAL CONSTRUCTION NOTES:
1. ALL WORK BY ALL TRADES TO BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE,
LOCAL, & GOVERNMENTAL CODES, ORDINANCES, STANDARDS AND RESTRICTIONS.
2. ALL TRADES TO COORDINATE THIR WORK WITH ALL OTHER TRADES TO AVOID
INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION.
3. CONTRACTOR TO VERIFY ALL DIMENSIONS ON THE JOB PRIOR TO COMMENCING
CONSTRUCTION AND NOTIFY ARCHITECT OF ALL DISCREPANCIES. DIMENSIONS
ALWAYS TAKE PRECEDENCE OVER SCALED DRAWINGS.
4. ALL DIMENSIONS ARE NOMINAL TO THE FACE OF STUDS, CONC. BLK. OR EDGE OF
MONOLITHIC SLAB FOOTING UNLESS NOTED OTHERWISE. DOOR AND WINDOW SIZE
OPENINGS TO BE VERIFIED MATH THE MANUFACTURER.
5. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF
CONSTRUCTION, THE CONTRACTOR IS EXPECTED TO FURNISH & INSTALL ALL ITEMS
FOR COMPLETE FULLY OPERATIVE SYSTEMS IN FIRST CLASS WORKMANLIKE MANNER.
6. INSULATE EXTERIOR MASONARY WALL WITH MIN. R-4.1 INSUL., EXTERIOR WD. FRAMED
WALLS WITH R-19 INSUL. & FOAM ATTIC SPACES W/ R-20 OPEN CELL FOAM
7. COMPACT ALL FILL TO A MIN. OF 95% DENSITY AND POISON SOIL FOR TERMITES;
MIN. SOIL B RG.: 2500 P.S.F.
8. MIN. CONC. STRENGTH: 3000 P.S.I. 0 28 DAYS. MIN. CONCRETE COVERAGE FOR
REINF. BARS. SLAB: 3/4"; BEAMS & COLS: 1 1/2"; THE COLS: 3/4"; FORMED
CONC. BELOW GRADE: 2" & UNFORMED CONC.; 3".
9. REINFORCING STEEL TO BE GRADE 60.
10. DETAILS OF CONCRETE REINF. SHALL BE IN ACCORDANCE WITH "THE MANUAL OF
STD. PRACTICE FOR REINFORCED CONCRETE CONSTRUTION".
11. TIE COLUMNS TO HAVE DOWELS INTO CONCRETE FTG. WITH THE SAME SIZE AND
NUMBER OF DOWELS AS VERTICAL REINF. BARS.; REINF. STL. TO BE LAPPED 30
BAR DIAM. MIN. *SPLICES.
12. PROVIDE CLEANOUT OPENINGS AT THE BOTTOM OF GROUTED CELLS OF CONCRETE
BLK. TIE COLUMNS..
13. ALL WOOD IN CONTACT PATH CONIC., MASONRY OR STL. SHALL BE PRESS. TRTD. WD.
STRUCTURAL LUMBER TO BE A STRESS GRADE OF MIN. F - 1200 PSI (BENDING).
14. MIN. ELECTRICAL WRE SIZE SHALL BE #14 A.W.G. (EXCLUDING THE CONTROL
WIRING). ALL CONDUCTORS SHALL BE "COPPER" WITH "THHN' INSULATION.
15. ALL RACEWAYS UNDERGROUND OR LARGER THAN 2" IN DIAM. SHALL BE GALVANIZED
RIGID STL CONDUIT OR SCHED. 40 PVC.; OTHER RACEWAYS AS PER CODE
REORMTS.
16. PROVIDE "GFI" RECEPTACLES IN BATHROOMS, AT KITCHEN COUNTERS, IN
GARAGE AND OUTSIDE LOCATIONS.
17. SANITARY PLBG. PIPING TO HAVE MIN. 1/8" PER FT. PITCH AT ALL HORIZ. RUNS.
PROVIDE CLEANOUTS AT THE BASE F WASTE STACKS.
q 18. ALL UNDERGRD. WATER PIPING SHALL BE COPPER TYPE "K; ALL OTHER WATER
PIPING SHALL BE COPPER TYPE "L".
G% 19. PROVIDE AIR CHAMBERS AND SHUT OFF VALVES FOR ALL WATER SUPPLY PIPING AT
FIXTURES; PROVIDE VACUUM BREAKER AND SHUTOFF VALVE ON ALL HOSE BIBBS.
Lj 20. A/C AIR HANDLING UNITS TO HAVE CONDENSATE SAFE WASTE WITH TRAP.
DISCONNECT
SWITCHES
200AMP
(3)#2/0 THHN-CU
HOUSE
IN 1 1/2' COND TO
400A MAIN DISC
O
p
HOUSE 200A PANEL
SERVICE PANEL
100AMP
GUEST
(3)#3 THHN-CU
(LOCATED AT MAIM
p
IN 1 1/4' COND TO
RESIDENCE GARAGE)
300AMP
GUEST BOOA PANEL
400A
p
GARAGE
(3)#350 THHN-CU
I
120/240V
IN 2 1/2' COND TO
iPH
GARAGE 300A PANEL
BURIED MAIN FEEDER
FROM TRSFRMR. (SE
LOCATION ON SITE PLAN)
FROM FPL
#2 Cu TO C.W.P.
SUPPLY
& FTG. REBAR,
2) 5/8'XIO' CU
(3)#400 MCM-CU
CLD; GIRD. ROD
IN 3'D COND. _
_ 10 APART
ELECTRICAL RISER
NO SCALE (SERVICE
AT MAIN RESIDENCE)
LOAD CALcu' TIONs:
PANEL "GH"
A.I.C. AMPS
,120/24000
0V, SPH)
MAIN HOUSE 200A
PNL =
90.7 KW
LITES &RECPTS
2.1
KW
I5A/1P
(2)#14THHN
GUEST HOUSE 100
PNL =
26.2 KW
DISPOSAL
1.0
KW
20A/1P
(2)#12THHN
DETACHED GARAGE300A PNL =
100.0 KW
REFRIG.
1.2
KW
20A/1P
(2)#12THHN
TOTAL PANELS LOADS =
216.9 KW
DISHWHR
1.0
KW
2OA/IP
(2)#12THHN
SMALL APPL.(2)
3.0
KW
20A/IP
(2)#12THHN
FIRST 10 KW. @ 1007 =
10.0 KW
MICROWAVE
1.2
KW
2OA/IP
(2)#12THHN
REMAINDER @ 40% =
68.4 KW
DRYER
4.5
KW
30A/2P
(3)#10THHN
HEATING @ 65% =
14.3 KW
WASHER
1.5
KW
2OA/IP
(2)#12THHN
UTIL. G.F.I.
1.5
KW
20A/1P
(2)#12THHN
DINING RECPTS.
1.5
KW
20A/1P
(2)#12THHN
92:7 KW
EXT GFI RECEPT
1.2
KW
20A/IP
(2)#12THHN
240V
A/C COND
2,5
KW
25A/3P
(3)#10THHN
386 AMPS
AHU/HEAT
5.0
KW
30A/2P
(3)#10THHN
WATER HTR
4.5
KW
25A/2P
(3)#IOTHHN
31.7
KW
TOTAL
CONN. LOAD
FIRST 10 KW. @
100Y
10.0
KW
NOTES:
REMAINDER @
40%
_
5.7
KW
ARC -FAULT CIRCUIT INTERRUPTER ON ALL SINGLE
AHU/HEAT @
65%
=
3.3
KW
PHASE 15 & 20 AMP BRANCH CIRCUITS
EVERYWHERE
18.0
KW
EXCEPT GFI RECEPTACLES *BATHROOMS,
KITCHENS,
*
�-240V
GARAGES & OUTSIDE RECEPTS.
(689 SF X 3W =
2067 KW)
75 AMPS.
ALL RECEPTS. TO BE "TAMPER -PROOF" AS PER
NEC 2008 SEC. 406.11.
'..
ELECTRIC SYMBOLS
4& WALL M TD.
RECEPTACLE
I
1oJ
PUSH BUTTON
® 240V. RECEPTACLE
I J
JUNCTION BOX
SPECIAL PURPOSE
INCAND. LITE FIXTURE
CEILING FAN
OUTLET
RECESSED INCAND. "HI -HAT"
(J-SOX ONLY)
PHONE JACK LOCATION
EXHAUST FAN
-6q- WALL MTD.
SWITCH
E)
T.V. JACK LOCATION
SMOKE DETECTOR
SD
(1120V & BATT.
BACKUP)
I
x `
FLUORESURFACE CENT
I
�
VENT DRYR THRU
WALL W SMOOTH
MTL DUCT K
BEDROOM
9' CLG
8X12
150CFM
K___A 8'D.
- - - CLOSET - -
8'D.
Bxio
125CFM
LIVING ROOM
9' CLG
WHR w
UTIL o, 7 CFMw � DUCT
FLEX
DUCT C TO
50 FM w0 RF. JACK
4"D 0"C BATH
9' CLG
,ETURN
OR THRU
.UVR DR j�H AHU °
MTD 0 R
I
1�4W_X 36"LG I
� ATTr_ ACCESS
8'D.
REFRIG
8X10
125CFM
r_1
:3iI I
LJ
WET BAR
9' CLG
UzLn,a E.
n�4 H.B.
I I
� COVERED ENTRY PORCH
L- - -._ -- -- - - - - _ __ - - - TT _---_--- •.�
24'-2'
3'-9'.. 5'72' 4'-3' 4' 4' 3'
TRUSS BRC. EL 9'-0" 1
g - g QI - g _ a _a_ a_ a_ - a _a_ - g I -a_ _ a_ 4 B. - - I- - D 101 1161^ _ O O ro
Q
l-
.Iiu . .L-L.- -� .. .. I`---
rAl
o---
I
I4 I.
I V4-I
- 9'-8' : 'o\P.
FINISH FLR SLAB FLUSH W/ NEW HOUSE FLR SLAB GUEST HOUSE I , T -
o I I I ZD
1 o 1 I. ,FLOOR SLAB: 4" CONC, SLAB W/ 6X6-10/10 W.W.M. ON 8 MIL.. - ' GI -
cmu _ r_- - _ _ _ o cmu I ' POLYETH. VAPOR BARRIER ON COMPACTED TERMITE POISONED " . rF I ,
CLEAN'FILL MIN. SOIL BEARING: 2000 P.S.F. I I I v
of I ll I it Il�lm - -❑. 1. REFRIG It
LL J
M 0sl--Ig El
m I I I Ili I N 'a
I... O
T
WD ROOF TR SES @ 2 OC / TRUSS-
MFR. TO PR IDE ENGIN. SH DRWGS. FOR
AP_PROV & BLD_DEPT. SU ITTALS - - _ g I'
IQI lO) a- - ----- ---------- _ -- I Iu
rEll El
1 4 .STEP..DN I ..
3'-3. 4'.. 11 31_3' 5'-2'... I1'-8.
in
o I I I I I I I I I I I 1 I COVERED ENTRY PORCH I 1
IQI I I I I I I I I I IQ -- --- .--- -� .
Ful
TRUS BR 9'-Or
1 1 1
11 6,-8' 1' 6'-10' 1` W-8' 11.
24'-2'
AREA CALCS:
ROOF PLAN LIVING: 145 S.F. I L
ENTRY: 145 S.F.
AN
S C A L E: 1/4" = 1`t0" NORTH TOTAL: 834 S.F. S C A L E: ----- - 1/4' - 1'-0"
VENT DRYR THRU
WALL W SMOOTH
MTL DU T \ 1q
p
r1
BEDROOM
9' CLG
UTIL
F �)
4
O
r1
CLOSET_ CCESS
P�
�I1 ELECT PNL I
I'
I OOAMP
P.C. LITE
IN ATTIC
DISC SW
FOR GUEST
/
,
IREFRIG
HOUSE ELECT
SERVICE FED
FROM THE
MAIN HOUSE
G.F.I.SERVICE
G.F,
n
F
WE BAR
I
I I
9' CLG
FI
1
LIVING`ROOM
a
I No
do
I
9' CLG
\
H.B.
9
/
I GFI
c� g
COVERED ENTRY PORCH II
---------'T---------•-T--------y
ELECTRICAL FLOOR PLAN
S C A L E: 1/4" = 1'-0"
24'-2'
6'-4' 17'-10'
SPLIT
(-53.5 ,49.1#) / CND
t�
4640 .S. WDW Ait
phillikill
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IT
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a
-
ao UTIL Z
o
-
I 9'-4"CLG \
�
0
-----11 -4' 4' 51-10' 4' S W.C.
"=v
_
-
BEDROOM 2880 BATH
o
-
9'-4" CLG PKT OR 9'-4" CLG
HU
TD
m �m� / TR HOTRR 'H..
_
p°°m 2880
0
-
5080 WD DR m I
-
BI-FLDr- -
I
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2880
CLOSE2*21
mM ATi1G QCCESS 9'-4" CLG- - - -_
(-53.a#;a
#)
_ -
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9' 4' 2'-4' 3' 4' V-10' I
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-
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-
MPLI
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9'-4" CLG
9'-4" CLG
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9
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m 8F16-1T/18 8F16-1T/16
8F16-1T/1B
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01jilm
olkliklikiiiffl,
d 0
4
46 0
.S. WDW
4640A.S.
WDW
I (-65.
#,49.8#)
(-65.3
,49.8#)
I
8'W X 16
DP CONC LINTEL/8'W
X 16'DP CONC
LINTEL/BOND
B
. W/ M#5 BARSBOND
qENT
BM. W/ (1)
5 BARSTOP
&
OTT.
TOP
& BOTTCOVERS
PORCH6'-2'
6'-2'
_t..------
!..- - - - - - - -
f..
E
12"X3i2"CONC BLK
BARS
#& O 12"O.C.
1' 6'-8' 1'
ARCHITECTURAL R.00R PLAN
S C A L E: -_ _ = 1/4" = 1'-0" NORTH
12"X12" COONC BLK 12"X12" CONC BLK
COL
#3w71E4S 182"OSC. & #3 ilE4S 0 14°OSC.
;AWDIGS ARE NOT TO BE
ED. VRITTEN DIMENSIONS
' PRECEDENCE OVER ALL
.ED DDIFNSIDNS
NTRACTOR TO VERIFY ALL
IS106 &ADVISE ARCHDECT
INY DISCREPANCIES,
RCTMN SWi1 NOT PROCEED
. SAID DISCREPANCIES HAVE
RESOLVED BY ARCHITECT.
MATERIALS OR SYSTEMS ARE
IE FABRICATED UNTIL:
i DIMENSIONS HAVE BEEN
FIED BY THE CONTRACTOR,
OF DRAVDIFS HAVE BEEN
IEWED & ACCEPTED BY
ARCHITECT.
STANDING SEAM METAL RF. ON 30#
FELT W/ PEAL & STICK ON 30# FELT
TINTAGGED ON 5/8' CDX PLYWD. SHTG.
ON WD. RF. TRUSSES @ 24' D.C. (MFR.
TO PROVIDE ENGINRED SHOP DRWGS.
12
5
BRACING
TRUSS DRWGS.)
GALV. MTL. DRIP
EDGE ON IX2
P.T. WD. STRIP
& 2X8 WD.
} FACIAS
STUCCO ON GALV—
I
MTL LATH
�.
GALV. MTL. ANCH. STRAP
--
@ EACH TRUSS
�•
7/8" THK STUCCO ON
-
PAPER-BK GALV. MTL.
LATH ON 15LI FELT ON
II
5/8-CDX PLYWD SHTG
II
ON 2X WD FRMG ®
24'
24"O.C. MAX
„
STUCCO ON GALV.
ARCHED OPENINGS:
MTL. LATH
STUCCO ON PAPER-BK GALV
8'W X 16'DP CONC LINTEL/
MTL LATH ON 15#FELT ON
II
BOND BM. W/ (0#5 BARS
5/8" COX PLYWD ON 2X4
TOP& BOTT.
WD FRMG (SEE DTL A/2)
�l
TYP. COL. 12'X12' CONC
BLK W/(2)#5 REINF.
,I
BARS VERT. & GROUTED
II
SOLID IN CELL OF CONC.
BLK. WALL W/ CONC.
p
REINF. CONCRETE FLR.
I,
(SEE FOUND. NOTES ON
FOUNDATION PLAN)
II
PORCH FLR.
El _4..
STANDING SEAM METAL RF. N 30#
FELT W/ PEAL &STICK ON 30# FELT
TINTAGGED ON 5/8' CDX PLYWD. SHTG.
ON WD. RF, TRUSSES @ 24' D.C. TO PROVIDE ENGINRED SHOP DRWGS.
12
GALV. MTL.
DRIP EDGE ON
RF. TRUSSES @ 24' O.C. 2X2 P.T. WD.
STRIP
24' 1
5/8'T&G PLYWD
SIDING FACE DOWN
2X4 WD. BLK. @ 16' D.C.
W/(2)16d NAILSI@ EA TRUSS
TRUSS TO TRUSS MIN 7/8' THK STUCCO
CONNECTORS SEE ON GALV MTL PAPER-BK
TRUSS MFR DWGS LATH ON 5/8' THK
CDX PLYWD SHTG.
-------------
GALV MTL FLH.
ICYNENE
@
_'� Ali CUPOLA DETAIL D
I{.
-III—III I % ::.J • ' S C A L E: 3/8" = 1'-O"
��,=1 I -�171 --mom 3
—I 1177__
ICYNENE INSULATION NOTE
ICYNENE INSULATION WALL BE OPEN CELL FOAM INSULATION,
NO IGNITION QADOWO IC ocnnicrn Ac t r cnnu mwau ennu
WILL BE TES'
PANEL TO ATI
P ---- ECTI
S C A L E: 3/4"
STANDING SEAM METAL RF. ON 30#
FELT W/ PEAL & STICK ON 30# FELT
TINTAGGED ON 5/8' CDX PLYWD. SHTG.
ON WD. RF. TRUSSES @ 24' D.C, (MFR. " TRU
TO PROVIDE ENGINRED SHOP DRWGS.
12 P.T. IX2 VD. FIRESTOP
5 FURRING STRIP CUNT. AT
C TOP OF WALL BELOW CLG.
( LINE & @ BOTT. OF WALL
1 SEE TRUSS DRWGS.}
D. RACING
GALV. MTL. DRIP
r EDGE ON IX2
` P.T. WD. STRIP
& 2X8 WD.
R-21 ICYNENE ROOF INSUL. -,`, FACIAS
5/8' GYP. BD. CLG.
GALV. MTL. ANCH. .1•
STRAP @ EACH
TRUSS
8'W X 16'DP COMC LINTEL/
BOND BM, W/ (1)#5 BARS
TOP & BUTT.
P.T. IX2 WD. FIRESTOP
FURRING STRIP CONT. @
MID HGT OF WALL MAX. I
8' A.F.F.
1/2' GYP. BD. ON 1X2
P.T. WD. FURRG STRIPS
@24' O.C.
R-4.1 RADIANT BARRIER
`-- STUCCO ON .GALV.
MTL LATH
INSUL. BETW. FURRG. I STUCCO ON 8' CONC.
STRIPS BLK. WALL
P.T. 1X2 WD. FIRESTOP
FURRING STRIP CONT. AT #9 TRUSS —TYPE HORIZ.
TOP OF WALL BELOW CLG. ( MASONRY JOINT REINFMT.
LINE & @ BOTT. OF WALL. I AT EVERY SECOND COURSE
WD. BASE (TYP.
REINF. CONCRETE FLR.
(SEE FOUND. NOTES ON
FOUNDATION PLAN)
i N. 1ST. FIR.
T EL. 0._D»
_ _ _ =III I I � � � r:. _ _
11=1 11=1 11=
WALL SECTION F
S C A L E: 3/4" = 1'-0" 3
V)
R£INF. CONC. WALL .BEAM
i
5/8' CDX PLYW
D. L
(CUT W/ RADIUS)
SIDE OF WALL
2X4 P.T.WD.
DIAGONAL W/
PDR. DRVN. PI
CONC BLK. /
EA. END.
2X4 WD. BLK.. .
PLYWD. SHTGS. / SET
AROUND RADIUS AS
SHOWN --
ARCH FRAMING DTL. A
S C A L E: 1/2" = 1'-0" 2
LEFT SIDE ELEVATION
S C A L E: 1 /4" = 1'-0"
_FRONT ELEV I
S C A L E: 1/4" = 1!1'-0"
WD. ROOF TRUSS
AT 2' O.C.
5/8" GYP, BD. CLG.
Li
ui
GALV. MTL. BOTT. TRACK
SCREWED TO 2X4 P.T. WD.
WALL PL. W/ PDR. DRVN.
PINS INTO CONC. SLAB.
GALV. MTL. TOP TRACK
SCREW INTO BOTT. OF
RF. TRUSS CHORD.
1/2" GYP. BD. BOTH
SIDES OF 3 5/8"
(25 GA) GALV. MTL
STUDS ® 2' O.C. MAX.
4" CONC. FLR. SLAB
W/ FLR. FINISHES
AS PER FLR. PLANS
— _ _ _ _d�,�
WALL SECTION c
S C A L E: 3/4" = 1'-0" 3
TRUSS BRG.
EL 9'-4' A.F.F.
STUCCO FINISH ON
8' CONC. BLK. WALL.
TYP. FIN. FLR.
EL 0'-0"
STUCCO ON
8" CBS WALL
CONT CAULK
WOOD DOOR FRAME
W/ ANCHORS TO WALL
AS PER NOTES BELOW.
APPROVED 2X4 P.T.
WOOD WDW. BUCK
1/2" GYP. BD.-'
ON 1X3 P.T. WD.
FURRING STRIPS
CONC BLK ANCHORAGE DTL
ffm` Li O l ETAI L
S C A L E: 1 1/2" = 1'-0" \ 3/
ALL ANCHORAGE TO BE WITHIN 6" FROM EACH CORNER
AND AS MAXIMUM OR 16" BETWEEN CENTERS. SHIMS TO
BE USED TO FILL THE VOIDS AT ALL ANCHORAGE POINTS.
WINDOW/DOOR OPENING SEALANT
PROVIDE 'TREMCO VULKEM 116' WATERPROOFING SEALEANT
AROUND OPENINGS BEFORE INSTALLATION OF WINDOWS AND
EXTERIOR DOORS.
STUCCO ON
CONT CAULK
ALUM. FRMD. WOW.
W/ ANCHORS TO WALL
AS PER NOTES BELOW.
APPROVED 2X4 P.T.
WOOD WOW. BUCK
ON 1X3 P.T. WD.
FURRING STRIPS
CONC BLK ANCHORAGE DTL
WDW DETAIL 1'-0 S C A L E: 1 1/2" = " 3
AT MASONRY WALL: 3/16" 'TAPCON' ANCHOR THRU WOOD
BUCK WITH MIN. 3/4" PENETRATION INTO CONCRETE.
AT WOOD FRMD. WALL #10 SMS SCREWS WITH MIN. 3/4"
PENETRATION OF THE WOOD FRAMING MEMBER.
RIGHT SIDE ELEVATION
S C A L E: 1 /4" 1-0"
METAL
12
5 1--,.re
REO AR ELEVATION
S C A L E: 1 /4" = 1'-0"
5 BRG.
A.F.F.
co
CIO
Q
a
iR
0
L.L
:VISIONS:
4 07 OCT 2019
G DEPT COMMENTS
h. 10 SEPT 2020
H OPNGS & ROOF
'AWNS ARE NOT TO BE
EA WRITTEN DIMENSIONS
PRECEDENCE OVER ALL
ED DIMENSIONS
MRACTOR III VERIFY ALL
SIX & ADVISE NNIOTECT
NY DISCREPANCIES
IKTON WU NOT PROCEED
SAM DISCREPANCIES HAVE
RESOLVED BY ARCHITECT.
NATERDYS OR SYSTEMS ARE
E FABRICATED INTIU
L DIMENSMNS HAVE BEEN
IYu W
W
REVIEWED FOR
CODE COMPLIANC x
ST. LUCIE COUNT"
1300n E.
Ch
FILE COPv
DATE:
BRBBBB� 22 AUG '18
PROJECT NO:
17 - fill7
SHEET:
of 3
Aj