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BRIDLEWOOD WAY AND ORANGE AVENUE
FORT PIERCE, ST LUCIE COUNTY,
INDEX OF DRAWINGS
w SITE PLAN
ARCH/RF/F❑UND/ELECT PLANS
BLDG ELEVATI❑NSI & DETAILS
PROIDUC-r APPROVAL SUE3MlY"rAL..
GENERAL INFORMATION
INSTALLATION METHOD
STATIC PRESSURE
DESIGN PRODUCT
WIND
STORM
PRTCTN
MARK
PRODUCT
MODEL #
MANUFR.
PRODUCT
APPROVAL
GLAZING
ATTACHMENT
(+) 0
(+) 0
1O
SINGLE HUNG YAWS
SH-7700
LAWSON
17-1212.21
1/4'LAM GL
1/4'TAPCONS 0 ALL MFR'S HOLES W/ 1.7SEMBED -
+801-80#
+49.2#,-53.71
IMPACT
OA
3068 STL DOOR
CONTOURS STL
JELD-WEN
FL14569-RIO
N/A
HD & SILL 3/16-TAPCONS @ MAX 6' FROM CORNERS
MAX 12'0.C. SPACING FOR REMAINING i
JAMBS: MAX 6" FROM CORNERS
MAX 18' D.C. SPACING (STAGGERED)
+50A-60#
+49.4#, 53.8#
IMPACT
PRODUCT
MODEL #
MANUFR.
ATTACHMENT
PRESSUREPRODUCT
WOW & DR FLASHING
VULKEM 35ONF
TREMCO, INC
BRUSHED ON MASONRY OPNG INSDE & 6-ONTO FACE OF WALL
N / A
-440 PSF
METAL ROOFING
MART LINE
SUNLAST MTL
#10 FASTENERS - 12'O.C. FIELD & 6-O.C. PERIMETER/ �RNER
-84.3# HELD
-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
1 HAVE REVIEWED THE ABOVE INFORMATION & APPROVED IT:
ARCHITECT: JAMES E GILGENBACH FL AR7457 SIGNATURE:
DATE:
t
{, I
I�
STUDOR
VENT 1 3„
V.T.R.
I
f
K SINK
W/ DISP
I
<1 1 1/2" STUDOR
VENT
LAV C.O.
C.O. 1 1 4
/
W
TUB r.I
2„ 2 Q
C.O. �y
3"
3"
W
Z„ 2„
W.C.
3" /
3"
/r
C.O. OUTSIDE
TUB �V(
BLDG. LINE
2"
4„
4" SAN. LINE TO '
NEW SEPTIC SYSTEM 4"
(SEE SITE PLAN)
PLUMBING RISER
NO SCALE
PLUMBING NOTE:
ALL BATHROOMS & CAB. BA. TO HAVE FLOORS
PROVIDE 'A TISCALD' VALVES @ ALL TUBS
& BASES OF TILES OR OTHER IMPERVIOUS
& SHOWERS
MATERIALS
A WATER HAMMER AR STOR SHALL BE INSTALLED
FIRESTOP ALL PLBG. PENETRATIONS OF THE
WHERE QUICE-CLOSINP VALVES ARE UTILIZED /
FIRE RATED GARAGE WALLS OR CEILING WITH
WASHER MACHINE / SHWASHER-AREA, PROVIDE
'3M' (OR EQ) FIRE BARRIER PRODUCTS ANS
ACCESS To WATER HAMMER ARRESTORS.
APPLIED AS PER MFR'S. SPECIFICATIONS.
STEEL STUDS SUPPORTING WALL HUNG PLUMBING
WATER HEATER WILL BE PROPANE TANKLESS
FIXTURES SHALL BE DOUBLED OR NOT LESS
CONTINUOUS FLOW UNIT
THAN 20 GAGE WITH � MIN. EFFECTIVE MOMENT
ALL PLBG. FIXTURES TO COMPLY W/ TBC'
OF INERTIA EQUAL TO 0.864 IN.4(360 M4)
PLUMBING TABLE: 604.4
TUB & SHWR.IWALL TO BE NON -CORROSIVE
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
IMPERVIOUS MATERIALS MIN. 6' ABOVE RM.
FLOOR
WATER PIPING TO BE 'UPONOR PEX' PIPING
FLORIDA
LEGAL DESCRIPTION:
COMMENCE AT THE NORTHEAST CORNER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION
10. TOWNSHIP 35 SOUTH, RANGE 39 EAST, THENCE RUN SOUTH 89'49'45" WEST, ALONG THE NORTH LINE OF
THE SOUTHEAST QUARTER OF SA1O SECTION 10, A DISTANCE OF 620.93 :FEET; THENCE RUN SOUTH 00"04'54"
WEST, A DISTANCE OF 72.00 FEET, TO'A HALF INCH IRON ROD AND CAP STAMPED RLS 2391 AND THE POINT
OF BEGINNING, THENCE CONTINUE SOUTH 00'04'54" WEST. A DISTANCE OF 358.48 FEET. TO A HALF INCH
IRON ROD AND CAP STAMPED RLS 2391; THENCE SOUTH 89'56 24" WEST, A DISTANCE OF 504.31 FEET, TO
A HALF INCH IRON ROD AND CAP STAMPED RLS 2391; THENCE RUN NORTH UG'00'05" WEST, A DISTANCE OF
97.76 FEET, TO A HALF INCH IRON ROD AND CAP STAMPED RLS 2391; THENCE RUM NORTH! 00'34'2E3" WEST,
A DISTANCE OF 100,00 FEET, TO A HALF INCH IRON ROD AND CAP STAMPED RLS Z391; THENCE RUN NORTH
04'00'20"WEST, A DISTANCE OF 100 24 FEET, TO A HALF INCH IRON ROD AND CAP STAMPED RLS 2391:
THENCE RUN NORTH 02'49`49" WEST, A DISTANCE OF 60,78 FEET, TO A HALF INCH IRON ROD AND CAP
STAMPED RLS 2391; THENCE RUN NORTH 69'56'24" EAST ALONG THE SOUTH RIGHT-OF-WAY OF ORANGE
AVENUE, A DISTANCE OF 615.82 FEET, TO A HALF INCH IRON ROD AND CAP STAMPED RLS 2391, AND THE
POINT OF BEGINNING, ALL LYING IN SECTION 10, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE
COUNTY, FLORIDA.
CONTAINING: 217,802'SQUARE FEET OR 5,00 ACRES MORE OR LESS
ORANGE AVENUE - --- -
GUEST HOUSE RESIDENCE
SCOPE OF WORK:
NEW ONE STORY GUESTHOUSE RESIDENCE
13UILDING 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:
41.1 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
LANDSCAPE /
c
LY N
NO TH ,
IRRIGATION NOTES:
�-
ALL LANDSCAPED AREAS AS SHOWN ON THE
LANDSCAPE PLAN SHALL BE FULLY IRRIGATED
S C A L E:
11' = 30'— 0"
$Y MEANS OF A AUTOMATIC (TIMECLOCK
CONTROLLED) IRRIGATION SYSTEM CONFORMING
-
TO ALL LOCAL CODES INCLUDING SOUTH FLORI➢A
WATER MANAGEMENT DISTRICT 'XERISCAPE' PLAN
PUIDE. II.
PLL PLANT MATERIALS TO CONFORM TO STANDARDS
FL13RIDA #1 OR BETTER AS GIVEN IN GRADES
/
(r
�F STANDARDS.
VQ�
SOD IST AUGUSTINE FLORITAM GRASS
HC U 5 4
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10 (Y)
U I--1 II GATE:
m M K 4 22 SEP '18
Q L v 0 PROJECT NO:
*li
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M
GENERAL CONSTRUCTION NOTES:
1. ALL WORK BY ALL TRADES TO BE COMPLETED INACCORDANCE NTH 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, CONIC. BILK. OR EDGE OF
MONOLITHIC SLAB FOOTING UNLESS NOTED OTHERWISE. DOOR AND WINDOW SIZE
OPENINGS. TO BE VERIFIED WITH THE MANUFACTURER.
5.ITIS 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-19INSUL. & 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 BRG.: 2500 P.S.F.
8. MIN: CONC. STRENGTH: 3000 P.S.I. ® 28 DAYS. MIN. CONCRETE COVERAGE FOR
4• BEAMS & COLS: 1 1 2• TIE COLS: 3 REINF. BARS. SLAB: 3/""/4 FORMED /
CONC. BELOW GRADE: 2" & UNFORMED. CONIC.: 3".
9.. REINFORCING STEEL TO BE GRADE 60.
10. DETAILS OF CONCRETE REINF. SHALL BE IN ACCORDANCE WTH "THE MANUAL OF
STD. PRACTICE FOR REINFORCED CONCRETE CONSTRUTION".
11. TIE COLUMNS TO HAVE DOWELS INTO CONCRETE FIG. WITH THE SAME SIZE AND
NUMBER OF DOWELS AS VERTICAL REINF. BARS.; REINF. STL. TO BE LAPPED 30
BAR DIAM. MIN. 0 SPLICES.
12. PROVIDE CLEANOUT OPENINGS AT THE BOTTOM OF GROUTED CELLS OF CONCRETE
BLK. TIE COLUMNS.
13. ALL WOOD IN CONTACT WITH. 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 WIRE 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.
REQRMTS.
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 OF WASTE STACKS.
18. ALL UNDERGRD. WATER PIPING SHALL BE COPPER TYPE "K;. ALL OTHER WATER
PIPING SHALL BE COPPER TYPE "L
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.-..
20. A/C AIR HANDLING UNITS TO HAVE CONDENSATE SAFE WASTE WITH TRAP.
CONDENSING UNITS
216- COND UNIT TO. BE
SECURED TO CONIC.
BASE WITH (4) 1"W
X 6"LNG WA GALV
REFRIG. LINES MTL STRAPS W(2)
GALV SHT MTL SCRWS
- TO UNIT & NI BA
PDR DR.
PIN INTO CONIC BASE..
A/C COMP ON MIN 4"
CONIC PAD FIN FLUSH
W/ EXIST BLDG U.
CONDENSING UNIT
MOUNTING DETAIL
S C A L E: 3/4' - 1'-W
A/C EQUIPMENT:
MINI -SPLIT SYSTEM
"GREE MULTI"
COND: MULT124HP23OV1AO
SEER: 16.0 SEER
COOLING: 26,000 BTUH
A.H.U.: (2) NEO UNITS
WIND RESISTANCE CALC FOR
FOR A/C COMP : ( 46#,42#)
WINDOW GLAZING
C PROVIDE PGT WINGUARD WHITE LUMINUM ' ELECTRIC SYMBOLS
'APPROVED' IMPACT GLAZING IFOR TALL
GLAZED OPENINGS IN EXTERIOR
WALL
W/
WALL MTD. RECEPTACLE
�p PUSH BUTTON
IMPACT RESISTANT WOWS. &
RS.
S PER
F,B.C. SECTION #1606
® 240V. RECEPTACLE
J JUNCTION BOX
SPECIAL PURPOSE
o GLAZING TO BE TINTED (ENERGY
.CALCS)
CEILING FAN
(CONTRACTOR RESPONSIBLE T
VERIFY
ROUGH OPNG.
� INCAND. LITE FIXTURE
.OUTLET
SIZE W/ WOW. MFG, INSTALLATION
INSTRUCTIONS)
RECESSED INCAND. "HI -HAT"
�
(J-BOXONLY)
ALL EGRESS WOW, OPNGS, TO
BE MIN.
24-HI & 20-
PHONE JACK LOCATION
WIDE AND MIN. 5.7 S.F. OF OPNG.
EXHAUST FAN
4 T.V. JACK LOCATION
H,q WALL MTD. SWITCH
REINF. MASONRY STANDARD:
SMOKE DETECTOR
SURFACE MTD.
SD (120V & BATT. BACKUP)
x
FLUORESCENT
THE PROVISIONS OF ACI 530-0
I
/ASCE5-05
BUILDING
CODE REQUIREMENTS FOR MASONRY
S"RUCTURES,&
THE COMMENTARY ON BUILDING
CODE
REQUIREMENTS
FOR MASONRY STRUCTURES ARE
HEREBY
ADOPTED AS
N O T E S
THE MINIMUM STANDARD FOR THIS
JOB.
HOWEVER':. THIS
SHOULD NOT SUPERSEDE ANY REQUIREMENTS
FOR HIGH
ARC -FAULT CIRCUIT INTERRUPTER ON
ALL SINGLE
VELOCITY HURRICANE ZONES REINF.
UNIT
MASONRY
PHASE 15 & 20 AMP BRANCH CIRCUITS
EVERYWHERE
EXCEPT GFI RECEPTACLES ® BATHROOMS,KITCHENS,
GARAGES & OUTSIDE RECEPTS.
BEAM DESIGNATI
N:
ALL RECEPTS. TO BE "TAMPER -PROOF" AS PER
NEC 2008 SEC. 406.11.
COMPOSITE REINFORCED CONCRETE
BEAMS
USING PRECAST AND PRESTRESSED
CONC.
LINTELS ('CAST-CRETE' ORE
.) &
STD.
CONCRETE MASONRY UNITS
NOMINAL HGT, NO. OF #5 BARS AT
NOM, WIDTH �EIOTTEIM OF LINTEL .
8F16-1B/1T
F=FILLED NO. OF #5 BARS AT
U=UNFILLED TOP OF'. BOND BEAM
TRUSS ANCHORAGE
ROOF
LOADS
TCLL:
20 PSF
TCDL:
15 PSF
BCLL
10 PSF
BCOL.-
10 PSF
TOTAL:-
55 PSF
OTRUSSANCHOR
A GALV. MTL.RIVETED TRUSS
O.(6)IOD COMMON NAILS -TRUSS
Fl=34 X 1 1/2 NAILS
=-1!5
F1=340#, F2=725#, U=-1
ROOF SHEATHING NOTE:
ROOF SHEATHING TO BE MIN. 5/8 ,
PL
50#
TOMPSON" FOUNDATIONS Lc
SCE"
'I 16"DP X 18"W MONOLITHIC CONCRETE FOOTING W/ (2)#5
REINF BAR CONT.
O
10" DP. X 8" W. THICKENED CONCRETE SLAB EDGE
11, COX W/ (1)#5 REINF. BAR CONT.
O
EXP.
PLYWD. W/ LNG. DIM. PERPENDICUL
R TOFRMG.
& END JNTS. STAGGERED, ROOFS
ATTACHED WITH 80 COMMON NAILS
TG. TO
AT 6"
BE FOUNDATION NOTES.
O.C.
AT EDGES AND INTERMEDIATE FRAMI
G.
NO ZONE 3 (GABLE END)
FLOOR SLAB: 4" CONIC. SLAB W/ 6X6-10/10 W.W.M. ON 6 MIL.
POLYETH. VAPOR BARRIER ON COMPACTED TERMITE POISONED
FLAME SPREAD & SMOKE
INDEX: CLEAN FILL. MIN. SOIL BEARING: 2000 P.S.F.
MIN. CONIC. STRENGTH: 2500 P.S.I. AT 28 DAYS
LAME
WALL & CEILING FINISHES TO HAVE
SPREAD INDEX TYPICAL TIE COL.: (1) #5 REINF. BAR' VERT. & GROUTED
OF NOT GREATER THAN 200.
WALL & CEILING FINISHES TO HAVE
MOKE.-DEVELOPED(
1 SOLID IN CELL OF CONIC. BLK. WALL W CONCRETE.
/
INDEX OF NOT GREATER THAN 450.
TESTS TO BE MADE IN ACCORDANCE
WITH
�'. ASTM E84 OR 1 1/2" OP. X 8" W. WATERSTOP RECESS ALL AROUND HOUSE
UL 723 OR ALTERNATIVE METHOD
OF SECTION
R302.9.4. PERIMETER UNDER CONIC. BLK. WALLS
TRUSS
BRC.
EL
9'-0'
a a - g - g g g - . -Q =-Q - ¢ - Q
¢ I I Q
-I r I I I I I I I I I I`I
I I I I I II l IQI
I II
�I
I
IQI...
II
II
9'-8' 4'-10' 9'-8'
II
a I I la
m
m
I I i
17
a
I- -I
WD ROOF TR SES @ 2 OC / TRUSS
MFR. TO PR IDE ENGIN. SH D WGS FOR I
--APPROV & BLD_DEPT. SU ITTALS - Q_
1 I I
I
Q � IQI
II--rram ---- --- -- I ------
IQI IQI
I I I I I I I III I I I
TRUSS
BRC.
EL
9'-0'
ROOF PLAN
S C A L E: 1 /4" = 1'-
NORTH
AREA CALCS:
LIVING: 689' S.F.
ENTRY: 145 S.F.
TOTAL: 834 S.F.
DISCONNECT
SWITCHES
200AMP (3)#2/0 THHN-CU
HOUSE IN 1 1/2' COND TO
400A MAIN DISC
O
0
HOUSE 200A PANEL
SERVICE PANEL
100AMP (3)#3 THHN-CU
(LOCATED AT MAIN
0
=GUEST
IN 1 COND TO
RESIDENCE GARAGE)
10
300AMP GUEST 0A PANEL
400A
CD
GARAGE (3)#350 THHN-CU
120/24OV !,
IN 2 1/2' COND TO
SPH
GARAGE 300A PANEL
BURIED MAIN FEEDER
FROM TRSFRMR. (SEE
LOCATION ON SITE PLAN)
FROM FPL
#2 CU TO C.W.P.
SUPPLY
& FIG. REBAR.
-(2) 5/8'X10' CU
(3)#400 MCM-CU J-L
CLD. GRID, ROD
IN 3'D COND. _
_ 10' APART
ELECTRICAL RISER
NO SCALE (SERVIC(AT MAIN RESIDENCE)
LOAD CALCULATIONS:
MAIN HOUSE 200A PNL =,
%7 KW
GUEST HOUSE 100A PNL =,
26.2 KW
DETACHED GARAGE 300A PNL =,
100.0 KW
TOTAL PANELS LOADS =
216.9 KW
FIRST 10 KW. @ 100%
10.0 KW
REMAINDER @ 407 =
68.4 KW
HEATING @ 657 _
14.3 KW
92.7 KW
10,000 AMP
PANEL "GH" io A,N120/240V, IPHS
LITES & RECPTS*
2.1
KW
15A/IP (2)#14THHN
DISPOSAL
1.0
KW
20A/1P (2)#12THHN
REFRIG,
1.2
KW
20A/1P (2)#12THHN
DISHWHR
1.0
KW
20A/1P (2)#12THHN
SMALL APPL,(2)
3.0
KW
2OA/1P (2)#12THHN
MICROWAVE
1.2
KW
2OA/1P (2)#12THHN
DRYER
4.5
KW
3OA/2P (3)#10THHN
WASHER
1,5-KW
20A/1P (2)#12THHN
UTIL, G.F.I.
1.5
KW
20A/1P (2)#12THHN
DINING RECPTS
1.5
KW
20A/IP (2)#12THHN
EXT GFI RECEPT
1.2
KW
20A/11P (2)#12THHN
MINI -SPLIT A/C
2.0
KW
20A/3P (3)#12THHN
WATER HTR
4.5
KW
25A/2P (3)#IOTHHN
26.2
KW
TOTAL CONN. LOAD
FIRST 10 KW. @
100%
=
10.0 KW
REMAINDER @
40%
=
5.7,, KW
A/C LOAD @
1007
=
2.0' KW
17.7 KW
*(689 SF X 3W = 2067 KW)
- 240V
74 AMPS.
,_9' _ 5'-2' - 4'_3- - 4' 4' 3'
'OUND ION PLAN
C A L E: _ 1 /4" = 1`-0"
VENT DRYR THRU MINI -SPLIT A/C
WALL W�SMOOTH W.P.
MTL DUT jL G,FI
MINI -SPLIT AHU
STK. GFIf:
V.P.
BEDROOM
W
9' CLG
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COVERED ENTRY
PORCH
❑-------- ❑ -- ------
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-----
❑
I
IN
100AMP
DISC SW
FOR GUEST
HOUSE ELECT
qq SERVICE FED
C7'FROM THE
W.P. MAIN HOUSE
G.F.I.SERVICE
-IF H.B.
ELECTRICAL FLOOR PLAN FILE COPY
S C A L E: 1 /4" = 1'-0"
P117111Ei p�D FOR/a
24'-2'. CV DEC ``oM LBy`,�"ag�N�� CE 1, IXtAVMGS ARE fA`^
ONS
6'-4- 17'-10' 4T, WU 9 UNTY SCALED. EC DEN(TTEN ROVER ALL
HAVE PRECEDENCE OVER ALL
SCALER DIMENSIONS,
MINI -SPLIT A/C 2 CONTRACTOR N VERIFY ALL
(-53.5I ,SS) I I OF ANY D & ADVISE ARCHITECT
3. ESS OF ANY DISCREPANCIES.
0 CENSTRUCTDW Will NOT PROCEED
35 S.Hi. WDW LINTD. SAID DISCREPANCIES HAVE
• LLI Co
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REVISIONS'
REV: 07 OCT'
BLDG DEPT C01,
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BEDROOM 2880 BATH
-_
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22'-10'
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9'-4" CLG
9'-4" CLG
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8F16-1T/1B 8F16-1T/1B
8F16-1T/1B
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-
34 S:
. WDW
3080
34 S.F.
WDW
(-65.-#,49.8#)
MTL OR
(-65.3
,49.8#)
3.4#,49.0
I 8-W X 16
DP CONC LINTEL/
8'W X 16'DP CONC
LINTEL/
I
BOND BF1.
W/ (1)#5 BARS
BOND BM. W/. (1)
5 BARS
ih
20
TOP &I
OTT.
TOP
& BOTT.
I
COVERED
ENTRY
PORCH
T'111
4'-3-
6' 2,..
3'_4'
6'-2'
4'-
-----_- 11 __-.----- m----.---
F..
1YRS COL
"O.C. & #SW#a 82"OSC..
12"X12// CONIC BILK
COL & #3 'n�4S 5 B2 ffS .
ARCHITECTURAL FLOOR PLAN
S C A L E: 1/4" = 1'-0"
BEEN RESOLVED BY ARCHITECT.
a fa N4IERIAIS OR SYSTEMS ARE
TO BE FABRICATED UITILs
A ALL DDENSIDMS HAVE BEEN
VERFIED BY TIE CONTRACTOR.
B. SHOP DRAWINGS HAVE BEEN
REVIEWED & ACCEPTED BY
THE ARCHITECT.
�r
DATE:
22 AUG '18
PROJECT, NO:
17 - 9117
SHEET:
of 3 A2
NORTH
STANDING SEAM METAL RF. ON 30#
FELT W/ PEAL & STICK ON 30# FELT
TINTAGGED ON 5/8' COX PLYWD. SHTG,
ON WD, RF. TRUSSES @ 24' O.C. (MFR.
TO PROVIDE ENGINRED SHOP DRWGS.
12
�5
D. BRACING
SEE TRUSS DRWGS.)
GALV. MTL. DRIP
EDGE ON 1X2
P.T. WD. STRIP
& 2X8 WD
FACIAS
STUCCU. ON GALV
MTL LATH
GALV. MTL. ANCH. STRAP h`
@ EACH TRUSS
8'W X 16'DP CONC LINTEL/ II
BOND BM. W/ (1)#5 BARS II 24'
TOP & BUTT. II
II
STUCCO ON GALV.
MTL. LATH W/ 6' X
16' SCRND. VENTS @
TYP. COL 12'X12' CONC
BLK W/(2)#5 REINF. II
BARS VERT. & GROUTED
SOLID IN CELL OF CONC. II
BLK. WALL W/ CONC. II
II
II
II
REINF. CONCRETE FLR.
(SEE FOUND. NOTES ON II -
FOUNDATION PLAN) II
PORCH FLR.
EL .
I I I —III . •` , �r __
-III III I •�<• �•, t—,� II —III _—I_—_ _-
-1 I I —I I I-1 �: '• �'� •. a III —III I1 I-1 I I-1 I I-1 11=
PORCH
S C A L E:
SECTION
3/4" = 1'-O"
STANDING SEAM METAL RF.
00
IN 3
#
FELT W/ PEAL & STICK ON
30#
FELT
TINTAGGED ON 5/8' CDX PLYWD.
SHTG.
ON WD. RF. TRUSSES @ 24'
O.C,
(MFR:
TO PROVIDE ENGINRED SHOP
DRWGS.
,12.
5
GA
V. MTL
DRJP
EDGE ON
RF. TRUSSES @ 24' D.C.
2X
P.T WD.
STf
IP
24'
5/8' T&G PLYWD
SIDING FACE IOWN
2X4 WD. BLK. @
16' 1
,C,
W/(2)16d NAILS
@ EA
TRUSS
MIN 7/8' THK STUCCO
TRUSS TO TRUSS
N GALV MTL P
PER-
K _.
CONNECTORS SEE
LATH. ON 5/8' T
IK.
TRUSS MFR DWGS
COX PLYWD SHTG.
GALV
2X4 WD BLKG
BETW TRUSSE
RF.
TRUSSES @ 24
D.C.
CUPOLA DETAIL
LD
S C A L E: 3/8" = 1'-0"
ICYNENE INSULATION NOTE
III
ICYNENE INSULATION WILL BE OPEN CELL FOAM INSULATION
NO IGNITION BARRIER IS REQUIRED AS THE FOAM INSULATION
METAL ROOF
WILL BE TESTED IN ACCORDANCE WITH SECTION R316.6. ACCE
S
PANEL TO ATTICWILL BE FOR PURPOSES OF MAINTENANCE & REPAIRS.
LOUVER CLOSED INSIDE
ATTIC W/ 5/8" .PLYWD.
METAL
ROOF.
12
5
FELT G TAL PEAL & ES STICK ❑N030#O TW FELT
TINTAGGED ON 5/8' COX PLYWD. SHTG,
ON WD. RF, TRUSSES @ 24' ❑,C, (MFR. TRuss BRc
TO PROVIDE
ENGINRED SHOP DRWGS,
EL. 9'-4" A.F. .
12
' P.T. IX2 WD, FIRESTOP
5
FURRING STRIP CONT. AT
TOP OF WALL BELOW CLG.
LINE & @ BOTT. OF WALL
-
SEE TRUSS DRWGS.)
'..
D. BRACING
GALV. MTL. DRIP
EDGE ON IX2
-I•- `"
P.T. WD. STRIP
11
& 2X8 WD.
STUCCO FINISH ON
R-30 ATTIC INSUL,
FACIAS.
8' CONC. BLK: WALL.
5/8' GYP. BD. CLG.
GALV. MTL. ANCH.
TYP. FIN. FLR.
STRAP @ EACH
* `
EL. 0'-0"
TRUSS.
8'W X 16'DP CONC LINTEL/
BOND BM. W/ (1)#5 BARS
TOP & BUTT,
24'
I.r'i.y.I.y
LEFT SIDE
ELEVATION
STUCCO ON GALV.
MTL. LATH W/ 6' X
16' SCRND. VENTS @
i
I
S C A. L E:
1/4" = 1'—O'.
8'-0' O.C.
. • ;_--
CUNT.URRING STRIP `.AID HGT OF WALL MAX.
��
1/2' GYP. BD. ON IX2
P.T. WD, FURRG STRIPS I
@24' D.C.
R-4.1 RADIANT BARRIER
INSUL. BETW. FURRG. I STUCCO ON 8' CONC.
STRIPS BLK. WALL
P.T. IX2 WD. FIRESTOP ( _
FURRING STRIP CONT. AT #9-TRUSS-TYPE HORIZ.
TOP OF WALL BELOW CLG, I MASONRY JOINT REINFMT.
LINE & @ BUTT. OF WALL, I AT EVERY SECOND COURSE
WD, BASE (TYP)
REINF. CONCRETE FLR:
(SEE FOUND. NOTES ON
FOUNDATION PLAN)
h FIN. 1ST. FLR.
1 1-111-111-III-1 I, ,I 1
WALE.. SECTION
S C A L E: 3/4" = 1'-0"
vv,
i
METAL ROOF
e12 00
WD. ROOF TRUSS
AT 2' O.C.
STUCCO ON
8" CBS WALL
5/8" GYP. BD. CLG.
GALV. MTL. BOTT. TRACK
SCREWED TO 2X4 P.T. WD
WALL PL. W/ PDR. DRVN.
PINS INTO CONC. SLAB.
WALL SECTI
GALV. MTL. TOP TRACK
SCREW INTO BOTT OF
RF. TRUSS CHORD.
1/2" GYP, BO. BOTH
SIDES OF 3 5/8"
(25 GA) GALV. MTL.
STUDS ® 2' O.C. MAX.
4" CONC. FLR. SLAB
W/ FLR. FINISHES
AS PER SLR. PLANS
ON !,
S C A L E: 3/4" = 1'—O"
FINISH . O
BLK. WALL.
FRONT E
SCALE:
TATION
1/4" = V-0"
STUCCO ON
CONT CAULK
WOOD DOOR FRAME
W/ ANCHORS TO WALL
AS PER NOTES BELOW.
APPROVED 2X4 P.T.
WOOD NOW. BUCK
CONT CAULK
ALUM. FRMD. WDW.
W/ ANCHORS TO WALL
AS PER NOTES BELOW.
APPROVED 2X4 P.T.
WOOD WDW. BUCK
1/2" GYP. BD.--� 1/2"
.GYP. BD.,
ON 1X3 P.T. WD. ON 1X3 P.T. WD.
.FURRING STRIPS FURRING STRIPS
CONC BLK ANCHORAGE DTL CONC BLK ANCHORAGE DTL
DOOR DETAIL rB WDW DETAIL A
S C A L E: 1 1/2" = 1'—O" 3 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'. 'TAPCON' ANCHOR THRU WOOD
3/16" AT MASONRY. WALL:
BE USED TO FILL THE VOIDS AT ALL ANCHORAGE POINTS.
BUCK WITH MIN. 3/4" PENETRATION INTO CONCRETE.
2 AT WOOD FRMD. WALL: #10SMS SCREWS WITH MIN. 3/4"
WINDOW/DOOR OPENING SEALANT ) PENETRATION OF THE WOOD FRAMING MEMBER.
PROVIDE 'TREMCD VULKEM 116' WATERPROOFING SEALEANT
AROUND OPENINGS BEFORE INSTALLATION OF WINDOWS AND
EXTERIOR DOORS.
LOUVER CLOSED INSIDE
ATTIC W/ 5/8" PLYWD.
TRUSS BRG
EL. 9'-4" A.F.F.
STUCCO FINISH ON -
8' CONC. BLK. WALL.
TYP. FIN. FLR.
EL. 0'-0"
ROOF
RIGHT SIDE ELEVATION
S C A L E: 1/4" = 1'-0"
METAL ROOF
12
5 F_
REAR ELEVATION
S C A L E: 1/4" = 1'-0"
ROOF
12
5
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gSIONS:
07 OCT 2019
DEPT COMMEN
1, DRAWINGS ARE NOT TO BE
SCALED. WRITTEN DIMENSIONS
HAVE PRECEDENCE OVER ALL
TRUSS BRG SCALED DIMENSIONS
'-r EL. 9'-4" A.F.F. Z CONTRACTOR TO VERIFY ALL
DIMENSIONS & ADVISE ARCHITECT
OF ANY DISCREPANCIES
CONSTRUCTION SWYL NOT PROCEED
UNTIL SAID DISCREPANCIES HAVE
BEEN RESOLVED BY ARCHITECT.
a tD MRIERDV S Dt SYSTEMS ARE
TO BE FABRICATED UNTIL:
A ALL DIMENSIONS HAVE BEEN
VERIFIED BY THE CONTRACTOR
B. SHOP DRAWINGS HAVE BEEN
REVIEWED & ACCEPTED BY
THE ARCHITECT.
— STUCCO FINISH [IN
8' CONC, BLK: WALL.
TYP.. FIN. FLR.
EL. 0'-0"
REVIM ED FOR
CODE CCIl9IPI.ANCE
ST. LUCIE�+CCmJNTY
BOCC
FILE COPY
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DATE:
122 AOC>? *18
PROJECT NO:
17 - W117
SHEETA31
of 3