HomeMy WebLinkAboutFLOOR PLANi- A
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ARCHITECT
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARCHITECTON ICINC.CO M
STATE REG # AA26003348
COPYRIGHT 2020
PROJECT
BiLLIS RESIDENCE
ST. LUCIE COUNTY, FLORIDA
JT
CONSULTANTS
REGISTRATION
MICHAEL J. SEAL, AIA
AR96898
REVISIONS
NO. DATE
KEY PLAN
A aa
ST
FDOH in St. Lucie County
Environmental Health '
Site Plan Approved for Construction
Supercedes All Previous Site Plans for
OSTDS# 54'SF- a"6'�
wen # 5q - 3aFS�1 _
Date: l _ Revie CC -DU
S EE TITLE / SHEET NUMBER
SQUARE FOOTAGE
LIVING 2115S.F.
REAR PORCH 264 S.F.
FRONT PORCH 132 S.F.
GARAGE 892 S.F.
-__
TOTAL 3�c�G S.F. PROJECT NUMBER
� Zf oQo
- — DATE
FEE" I
ARCHITECT
m
J
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARCHITECTONICINC.COM
STATE REG # AA26003348
COPYRIGHT 2020
PROJECT
BILLIS RESIDENCE
ST. LUCIE COUNTY, FLORIDA
CLIENT
i CONSULTANTS
REGISTRATION
............
NEL SFy
.i
a'°�
MICHAE AL, AIA
AR96898
REVISIONS
NO. i DATE REVISION
SHEET TITLE / SHEET NUMBER
PROJECT NUMBER 7 o 4c)
DATE ry9�5f�f 1pz(03fZ4
�.1.Lf
ARCHITECT
a
,4
C_
�f-
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARCHITECTONICINC.COM
STATE REG # AA26003348
COPYRIGHT 2020
T
-LIS RESIDENCE
.UCiE COUNTY, FLORIDA
CONSULTANTS
I REGISTRATION
�t A .96
�iPj ........
1��
MICHAEL J. SEAL, AIA
AR96898
REVISIONS
NO. I DATE REVISION
e
KEY PLAN
SHEET TITLE / SHEET NUMBER
A,
I----
PROJECTNUMBER
DATE !z—? !z¢,5±,14
ARCHITECT
NOTE;
STUCCO ON RIBLATH OR PAPER BACKED WIRE LATH SHALL BE ATTACHED TO HORIZONTAL FRAMING} AS PER ASTM
C-1063: LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH CORROSION RESISTANT MATERIALS.
ATTACHMENTS SHALL BE SPACED NOT MORE THAN 6" O,C, ALONG SUPPORTS, FASTENERS TO BE USED CAN BE 60
COMMON OR ROOFING NAILS HAVING A MIN, 1.3/4" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR
STAPLES WJ A MIN. %" CROWN ENGAGED NOT LESS THAN (3) STRANDS OR LATH AND MUST PENETRATE THE WOOD
FRAMING MEMBERS %" MIN.
DRYWALL AND FURRING ATTACHMENT
P.T- I X 2 FURRING @ 16" O.C. FASTENED WITH I ''/�" CASE HARD NAILS @. 8" O.C.
A" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C.
PERIMETER AND 12" O.C_ FIELD.
518" DRYWAd FASTENED TO FURRING WITH '1 1/8" DRYWALL SCREWS @ 8" O.C.
PERIMETER AND 12" O.C. FIELD.
DOOR AND WINDOW BUCK FASTENING
I X BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS @ 12" O.C. WITH THE DOORS
AND WINDOWS FASTENED WITH TAPCONS PER PRODUCT REVIEW AFFIDAVIT WITH A
MIN. OF 1-1/4" EMBEDMENT INTO CONCRETE (THROUGH FRAME) BUCK SHALL EXTEND
BEYOND THE INTERIOR FACE OF THE FRAME PER 2020 FLORIDA BUILDING CODE WITH
AMENDMENTS.
OPTIONAL
2 X BUCKS SHALL BE ATTACHED WITH Y," X 3-114" TAPCONS AT 12" O.C. WITH DOORS
AND WINDOWS FASTENED WITH #10 WOOD SCREWS SPACED PER PRODUCT REVIEW
1
PRODUCT
OPENING DESIGN
PRODUCT
MANUFACTURER
MODEL#
APPROVAL#
G�IASS--^-.
IME79OD
PRESSURE${•VMORST
D SKIN"`_
....,.,.•�""�„_
-.."a",,
r
`"TYPE
`ATTACHMEIIJ
-
CA
PRESSURES
ROOF
ZONES-4Z.2
N/A
OWENSCORNING
TITANIUM
NOA#
N/A
(SELF -ADHERED)
ZONE 2-58.7
ROOFING AND
UNDERLAYMENT
20-0818.08
ZONE 3 -58.7
ASPHALT .._....
'
OOF
ZONE 1_„*42.Z,
2-59.7
- 5,
-
ffXTREME METAL -
FABRICATORS
S.:V_CR]MP--
Fdf--- _
17022.03
A °`r,
#9 X 1.�.5__"��,,H.�EXWASHER HEAD ..%''� OD SCREW @ 12"
IONGpANEL WIDT'NTO'-PENETRATE 3/16"MIN. THRU
ZONE 3 -59.7
DECK OR 5/8" EMBEDMENT INTO WOOD PLANK
DOOR
ZONE 4 -36.9
-75
THERMA TRU
COMPOSITE EDGE
SL#
IMPACT
%" ULTRACONS @ 14" MAX O.C., G" ON CORNERS 1-
ZONE 5 -44.4
FIBERGLASS
20470.1
1/4" M]N. EMBEDMENT, 1" MIN. CLEARANCE TO
SINGLE DOOR
MASORY EDGE AND 4" MIN. CLEARANCE TO ADJACENT
ANCHOR
WINDOW
ZONE4-36.9
-70
PGT INDUSTRIES
SH 5500
NOA#
IMPACT
3/16" ULTRACON@ 13.75"MAX. O.C., 6-1/2- ON
ZONE 5 -44.4
20-D401.03
CORNERS, 1-3/8" MIN. EMBEDMENT AND 1" MIN. EDGE
DISTANCE
WINDOW
ZONE 4 -36.9
-50
PGT INDUSTRIES
HR-5510
NOA#
IMPACT
3/16" ULTRACONS @ 19" MAX. O.C., 8" PN CORNERS.
ZONE 5 -44.4
ZD-0406.01
1" DISTANCE TO EDGE, 1-3/8- MIN. EMEBEDMENT AND
3" CENTER CLUSTERS
FRENCH
ZONE 4 -36.9
-70
PGT INDUSTRIES
FD-5555
NOA#
IMPACT
3/16" ULTRACON @ 9.5" MAX. O.C., 4" ON CORNERS,
DOORS
ZONE 5 -44A
20-0427.05
1-3/8" MIN. EMBEDMENTAND 1" MIN. EDGE DISTANCE
WITH 4" CENTER CLUSTER
MULLION
ZONE 4-36.9
-70
PGT INDUSTRIES
5400/5500
FL#
IMPACT
y," TAPCONS @ (4) EACH CLIP WITH 1-3/4' MIN.
ZONE 5 -44.4
17519.1
EMBEDMENT AND 1" DISTANCE TO EDGE
DOOR
ZONE 4-36.9
-75
THERMATRU
COMPOSITE EDGE
FL#
IMPACT
X" ULTRACONS @ 14" MAX O.C., 4" ON CORNERS
ZONE 5 -44.4
DOORS
FIBERGLASS
20470.1
1-1/4" MIN. EMBEDMENT, 1" MIN. CLEARANCE TO
MASORY EDGE AND 4" MIN. CLEARANCE TO ADJACENT
ANCHOR
DOOR
ZONE 4-36.9
-50
THERMATRU
COMPOSITE EDGE
Put
IMPACT
Y4" ULTRACONS @ 14.5" MAX O.C., 6" ON CORNERS
ZONE 5 -44.4
DOORS
W/SIDELITE
20468.5
1-1/4" MIN. EMBEDMENT, 1" MIN, CLEARANCE TO
MASORY EDGE AND 4" MIN. CLEARANCE TO ADJACENT
ANCHOR WITH 3" & 7" CLUSTERS
GARAGE
-33.5
-44
DAB DOOR
8245ECTIONAL
NOA#
IMPACT
5/16 X 1-5/8" LAG SCREWS 3 PER BRACKET @ 12" O.C.
DOOR
COMPANY INC.
20-0901.25
WITH 1-1/4" MINIMUM EMBEDMENT
AFFIDAVIT WITH AMINIMUM PENETRATIONOFI-IM INTOBUCK, BUCKSHALLEXTEND I THE SEAL HEREON IS PROVIDED UIN LY TO INDICATE OUR REVIEW AND APPROVAL FOR USE OF PRODUCTS LISTED FOR THIS STRUCTURE. THE ACCEPTANCE OF THESE PRODUCTS AND METHODS OF
BEYOND THE INTERIOR FACE OF FRAME PER 2020 FLORIDA BUILDING CODE WITH ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY
AMENDMENTS.
THIS OFFICE FOR THESE PRODUCTS.
_
�r-.tS L-
"-3
`A1F
F'-
1 1M 1L%
ROOF SHEATHING NAILING ZONE INFO.
ZONE PI REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETER & 6" O,C, FIELD,
ZONE P2 4' X LENGTH W/8d RING SHANK @ 4" O.0 PERIMETER & 6" O.C. FIELD,
ZONE P3 5' X 5' @ HIP AND 5' X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIELD.
NOTES:
19/32" CDX PLYWOOD SHEATHING
25'- 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 1.0 d RINGSHANK NAILS.
UNDERLAYMENT FELT SHALL BE PEEL & STICK OR 30# FELT COMPLYING W/ ASfM D226.
TABLE R402.1.2 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTS
CLIMATE
FENESTRATION
SKYLIGHT'"
GLAZED
CEILING
WOOD
FRAME
MASS
WALL
FLOOR
BASEMENT'
WALL
SLAB'
R-VALUE
CRAWL
SPACE
ZONE
U-FACTOR"
U-FACTOR
FENESTRATION
SHGCbe
R-VALUE
WALL
„-VALUE
R.VALUE'R-VALUE
R.VALUE
BOFFIN
WAIL
R-VALUE
1
NIT.
075
0.25
to
13
14
18
V
-
0
_0
2
0 40
I
0 7.5
,A
=�
-
0
0
U
3
035
_0.05 _
O55
025
32
20 Ur 13*V`
SL9 -
19
5-.VT
0
513
4Mar ne
035
U55
040
n9
20r13-5,
�b;i3
19
if) 11
10.2fl
10.13
- -0.32
SarvJ
OS°
NR
49
I TOo 13'5
I P'17
3U,
15,19
tU.211
1,
Mann. d
__1
_
I--
6
32
Q 55
PIR
49
20� or 1 - ' Ubi
15'20
30
1 1.v 19
0�4 T
15,19
i ana B
_0
0 32__
_ 055
�- NP.
49
2C 5 or .3 fob
19;21
3W
L 1 `_19
tl, l fl
1!i I9
Co,UL W
5TL WI O
r\7 C C rrt
It, A I,,,"A 60
u•tnT�P� 4�eoG>� / iJ Cc,
Ltra�.. I rJ �t�A cc_s�-T7
T> CSL(_
l.J p'T°G.; r-L UIG' k, LI C:...C-,,
.lZi i" 4r •,.� F +�.c Fa °n,Tr'-s to > kkl Gkra�'
ens. tI A-
L
1`o2S4C.JJJ G�I.oCK-
1. It
PIT 2K(o, E$uCK.rI.0/"1IGV2/7-
CPec.�S o
P1r, zxt� e�ur. w15i?,K5°I7-`I
a
vq 2 0 x 1/8:,
LS
LG
UNTELSCHEDULE _
MANILA PACTURER:
CAST-CRETE
LINTEL
NO.
LENGTH
SAFE
GRAVITY
LOAD
APPLIED
GRAVITY
LOAD
SAFE
UPLIFT
LOAD
APPLIED
UPUFT
LOAD
COMPOSITE
BEAM
LI
Y10"
8974#
7034#
-
8F24/1T-18
L2
3'-6"
8974#
1 U4f *P
559111
]•'6F
BF24/IT-18
L3
4'-0"
8975#
4853#
8F24/IT-1B
L4
4T6"
8672#
f r AT
4792#
BF24/IT-18
L 5
5'-4"
7342#
*.?;„ iV
3607#
ZZ•4 0
8F24/1T-18
L6
5710"
6036#
T
3295#
9F24/1T-1B
L7
6'-6"
8360#
_
3L c-
29594
Z_e.-.4jp
8F24/11-18�
LS
T-b"
5681#
2 7719
8F24/11-18
l9
9'-4"
3486#
1811#
_ _
8F24/1T-1B�
710
10'-6"
2781#
1458#
8F24/1T-1B
L 11
il'-4"
2423#
?3
1272#
CS (
BF24/ST-16
Lii
12'-0"
2193#
1151#
BF24/1T-18
L13
13'-0"
1838#
962#
8F24/IT-IB
L74
14'-0"
1697#
O+/
887q
'j;y�FadR
8F24/1T-16
_
L IS
14'-8"
224511
823# ^
8F24/1T-18"
L 16
15'-4"
2058#
767#
8F24/1T1a
L17
17'-4"
1609#
6379
8F24/1T-1B
L 18
19'-0"
1282#
546#
SF24/1T-16
L 19
21 -4"
11144
_
_
b80#
SF24/1T-18 _
L20
22 0"
1097#
461#
8F24/1T-18
L21
24-0"_-_
884#
416#
BF24/1T-13
RECESSEp LINTELS
MANUFACTURER: CAST -[BETE
____
LINTEL
NO.
LENGTH
SAFE
GRAVITY
LOAD
APPLIED
GRAVITY
LOAD
SAFE
UPLIFT
LOAD
APPLIED
UPLIFT
LOAD
COMPOSITE
BEAM
RL4
4'-4"
80604
%.
4409#
iS_ar' .-
BF22/1T-SB
RL-2
V-6"
8060#
42240
8F22/1T-16
RL-3
5'-8'
8060#
3Z77#
8F22/lT-i8
RL-4
5'-1D°
8060#
3176#
8F22/1T-1J
RL•5
6'-B"
7915#
toe„ "
2758#
7^r r, kv
8F22/1T-16
RL-6
7'-6N
5743#
1 2442#
1
1 BF22/1.T-1B
9'-8"
3129k
_
7893#
I SF271IT-10
NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT.
APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE,
SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION,
(7) La.JOOL-4
SC Ir Ste,. e
L�l 7-EL.r °y 51
Q1-o"c U" n 1C. FAa1'TFF-A1Pe•4
CQz-F."o.--
5C-4��
�-Vfi`-2tL.7wALL Gl.r1
Zh4 ! LU5 '4^t--L Ii A'DF: rC.
$:Turs c-4tt c;c.
A L,r,F- i l r �r
TYtIcA�. P��Tin� S�cj'1o1�
N'C�2
CONNECTOR SC14Fnt 111-
TRUSS ID
BEARING
POINT(S)
TRUSS ACTUAL
UPLIFT(GROUPED,
WORST CASE)
SIMPSON
CONNECTOR($)
CONNECTOR(S)
UPLIFT DESIGN
FASTENERS
A-DS
G
EACH
1096#
1) HETA 20
1830#
9-10dx1-1/2"
1ST BRG
3120#
(1) HETA 20
1810#
9-lOdxld/2"
G1-GRA
2N° BRG
EACH
2314#
(2) HETA 24
2.365#
12.16d x 3-I/2"
GRD
1ST BRG
1673#
(1)HETA 20
1830#
9-10dx1-1/2"
23914
(2) HETA 24
2365#
12.16d x 3-1/2"
(1) HTSM 20
1110#
10-10dx1-1/2"
2"0 BRG
2248#
(2) HETA 24
2365#
(4) W x 2-1/4" TITEN
12-16d x 3.1/2"
GRG
1ST& Sao BRG
970#
(1) HETA 20
1810#
9-lOdx1.1J2"
GRK
K
EACH
779#
(1) HETA 20
1830#
9-SOdzi-1/2"
lsr BRG
4640
(1) HETA 20
1810#
9-SOdxl-1/2"
2 BRG
HANGER BY
TRUSS COMPANY
KING JACKS
T
1ST BRG
715#
(1) MTS 16
990#
(14) 10dx1-1/2"
HIP JACKS
ZN0 BRG
1ST BRG
372#
(1) THJU26
780#
(32)10d x 3"
2N0 BKG
415#
(1) MTS 16
990#
(9)1061-1/2"
VALLEY TRUSSES
48" O.C.
230#
572#
(1) THC37 (MAX)
S30#
(12) Bd x Sd/2"
TRUSS INFORMATION TAKFNFcnns
nnnnn
anrn m�".<<,,.."..,..,.,,.
(1) MTS 16
•-,.: ,.
990#
14-lOdxl-1/2"
-- ---�-..-.•-�•. ..�•�..,,....,.. 11, .ocno,nwa, Ivrsu7/93U-BILLISRESIDENC:E TRUSS
ENGINEERING DATED 11 9 20 1. ALL LOADS REPRESENT WORST CASE LOADING FOR GROUPED CATEGORIES. SEE MANUFACTURER TRUSS
LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT.
4 oM IFLit T-Ie
11 P 1 I i lr� a c�K l M;1� >
1L..Lr,[) CEL-L
Z�G
�-�nm
1=.Ik`L i
i(3a00 per!
1 L LED C E L-L-.
I)
rm
c c Gc�,J I, ,/. Ll ) - -_
4
TY P I C4 L (fC�).La
_ 11911 -
Certification for Cia lttn Load Compliance
i. DESIGN CODE: Florida ellill 7lEh:i"/JMeode 2020 Edition w/20_ supplements using ASCE 7-16
2. Structure Design Is: Enclosed,, Partially Enclosed -Open Building
3, Risk Category: _I yN It_ III _IV Exposure Category: _B 6 C _D Adjustment coefficient (,z I
4. Design Wind Velocity I45 mph _ASD _LRFD End Zone Width _At�ft.
5. Mean Roof Height: 4-ft. Roof Pitch: 4 :12 Parapet _ft.
6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. fL @ ' 'o 'MRH (worst case)
Zone 1:-a L' ZZone 2:-39='? Zone 3:-aJ +'+' Zone 4: X °( Zone 5:-*Ndt-arage: 3?'ar
7, Design Loads: Floor: PSF Roof/Dead: 15- PSF Roof/Live 30 PSF Balcony: _PSF
Dock: _PSF Deck: _ PSF Stairs: _,_,-. PSF Fence:_ PSF Railing: _PSF
8. Were Shear Wells Considered for Structure? X Yes _Not Applicable Explain Why Not
9. Is a Continuous Load Path provided? X Yes ____Not applicable Explain Why Not:
10. Minimum soil bearing pressure 2000 P.S.F.
STRUCTURAL NOTES;
1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS VALUE.
2, CONCRETE TO BE 3000 P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLEO CELLS, CONCRETE SLABS AND
FOOTINGS TO 2500 P.S.I. MIN.
3, REINFORCING STEEL SHALL BE GRADE 60 OR BETER WITH 30" MIN, LAP,
4. CONCRETE COVER OVER REINFORCING STEEL
FOOTINGS 3"
BEAMS 1-1/2'
COLUMNS 1-112'
5, FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED IT AND COMPACTED TO A MINIMUM OF 95%b
MODIFIED PROCTOR DENSITY,
6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND WIND
FORCES PER THE FLORIDA BUILDING CODE 2020 EDITION,
7. DOOR AN NANDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE
FLORDA BUILDING CODE 2020 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES.
8. PRECAST/PRESTRESSED CONCRETE LINTELS TO HAVE 4' MINIMUM BEARING. SEE LINTEL SCHEDULE FOR
ADDITIONAL INFORMATION.
9. MORTAR FOR MASONRY CONSTRUCTION SHALL CONFORM TOARTICLES 2.1 AND 2.6 A OF TMS 6021ACI 630.0/ASCEa
10, FOR METHOD OF ATTACHMENT OF DOORS AND WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT.
11. ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER SECTION 2303.1.9.1 OF THE FLORIDA
BUILDING CODE.
'NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVEA MINIMUM
Z-MAX COATING OR BETTER,
1
DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING
RESIDENTIAL CODE.
CERAMIC TILE IN TUB / SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION
R702.4 OF THE FLORIDA BUILDING RESIDENTIAL CODE.
WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT
GREATER THAN 200 AND A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450,
ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT
PER SQUARE CENI7METER WITH A FLAME SPREAD NOT EXCEEDING 25 WITH AN
ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEEDING 450,
FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND
SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450,
TABLE R801.2(1) _
GROUND WIND DESIGN --SU BJECTTO WI
DAMAGE PROM
- SEISMIC -- WINTER ICE BARRIER AIR MEAN
SNOW Speed° Topographic DESIGN Frost line DCSIGN UNDERLAYMENT FLOOD FREEZING ANNUAL
LOAD (mph) effects"{NA CATEGORY' Weatherin depthb Termite` TEMP' REOUIREDn HAZARDS° INDEX' TEMPI
NA See Fig, R301.2(4) NA Negligible l NA Very �FleaY NA NA NA
5"(`L4Ccr�
f Uli 1-NP,5: IWrFt-
d r C,
�d t-'tt4 1C�7h9T l
1
3/LIuIIC 1i 12 iLTIOL1
[4
✓�FIC3 f t;� Phi) FEUF-�G Got-16-
sl fia Wf b"x lam) - is/10 1J,
Architectonic it tonic; Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARCHITECTONICINC.COM
STATE REG # AA26003348
COPYRIGHT 2020
PROJECT
BILLIS RESIDENCE
ST. LUCIE COUNTY, FLORIDA
CONSULTANTS
REGISTRATION
MICHAEL J. SEAL, AIA
AR96898
REVISIONS
INO.1 DATE I REVISION
KEY PLAN
RECEIVED
M la 2 3 20V
9t, Lucie ICounw
Parmltttn9
y +
lit
SHEET TITLE / SHEET NUMBER
a
PROJECT NUMBER Zj 0 DLO
DATE gl5 tl tz I t�/ z(
ARCHITECT
HPI
39198 164 AMPS
240
PROVIDE 200AMP SERVICE
PROVIDE ARC FAULT AND TAMPER PROOF RECEPTACLES THRUOUT
vm
2{�
-z-
L L
—fc
�10
Zacsp^
TOt.S. 6�RErt
�EP�na,P Pic ue� .ss rtevotour
SQUARE FOOTAGE
LIVING 211BS.F.
REAR PORCH 264 S.F.
FRONT PORCH 132 S.F.
GARAGE 8q,?-S.F.
TOTAL 3,rN8G S.F.
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARCHITECTONICINC.CO M
STATE REG # AA26003348
COPYRIGHT 2020
JECT
RILLIS RESIDENCE
ST. LUCIE COUNTY, FLORIDA
CLIENT
CONSULTANTS
REGISTRATION
MICHAEL J. SEAL, AIA
AR96898
REVISIONS
NO. DATE REVISION
KEY PLAN
SHEET TITLE / SHEET NUMBER
A -5
or S
PROJECT NUMBER C o p o
DATE 8f5!� I � if3IZ4
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