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LOCATION MAP � CA hunter Trust
1"NI512OCM mf 15 MOPpl�fff-lY ANI2 5U ICT TO NON-1?15CLO%1P�. FR H PY CUtNf ANP PF5I6NATE12 fC1P1FNf5 ONLY, OFFICIAL PLANS PY JAVU, 05NWp05, K, , MU5T" HAVt 5M, WITH Oki
M516N COMPLIANM (A55umption5 Used)
I, Jurisdiction; 5t, Lucie Courhj
2, Florida Building Code 2011 (6th) edition with N/ A
5upplement5 and Asa 1-10
5, I3uildinq Ie51gn is; inclosed; X Partially Enclosed;
Open 13ulldinq;
4, P,15k Cgory;J _XJI JII -IV
4J , �xpo5ure Category J3 X C JZ
5, 12e510,11 Wind Velocitu; 110 MPH C 5 sec, qu50 —A512
--J,pPn Width of end Zone _<
5,0.1.1, Basic Wind Pressure; 75,98 p5f
6, Mean Roof Height; 150 Roof pitch; 4/ 12 parapet N/ A
ft.
7, Components & Cladding 12e5ign pressure Used; See Window
& boor Schedule
8, Pesign Loads ( P5P) ; Floor/ bead N/ A Floor/ Live N/ A
Roof/ bead 20 , goof/ L ive 20
Balton.{_, l2ock , beck_, Stairs—, Fence_
l?aillnc�PlP
9, 5hear Walls Considered for Structure? Yes ---C_ No
( if No, attach explanation)
10, Continuous Load Path provided? Yes ---X_ No
10,1, If No, attach explanation
II, l2e5ign Soil Pearinq Pressure; N/ A P5F
5o►I 13orinq keauired Yes X No C Based upon section
1803,Z exception)
CA Hunter fru5f;
44 Aqua ka 12rlve
Jensen Beach, rlorida 34957
coNT�Acrop; Tin
,OOP, PLAN 1
�xi5tinq Floor Vlan,16"
I'
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13WA NCA WALL PWTWW% 44 AQUA PAMAGW TO PW kl�pAWn Kk
RlVW ANn 42 AQUA RIVE nWTAL IV[9 ON PAGW A,05 5WW nWTAL Cmi W X CONCITIt
HATCH AZWA 5HOW5 WXTWNT OF WALL I?TPAlp nWTAL ON PAGW A,05
VU55 PVAJPI
------------------------------------------------------------
VANITY
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f -----
LIVING 1,00M
�13�.ao ' Q��3HSVIA
STUnY VANITY
1;00M E2 I L
5HOWWf? II CLO51�T
flans to show;
I , 5ignaWre and seal of design professional
2. Code and edition for design
3, nesign basic wind speed ( if applicable)
4. HeicI4 above ground (if applicable)
pWMOVW WXI5TING NON-LOAn [WING WALL
MA5T M
P3 ROOM
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13W1:2f?OOM # 1
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0
5T0f?AGW
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PFMO CON5fPUCT10N ITWM5:
I, nWMO WX15T1N6 NON-LOAnING [3WAl;ING WALL
2. I?EMOVW ALL FX151NCA WLWCT MC& VV ONG An
F\WPLACW TO PUILPING COPW. S W A,02 FR
WLWCTI?ICAL PLAN
3, [?EMOVW ALL WX1511\16 HVAC nUCT ANn p.Wl'LACW IN
KINP.
4, NO VVINPOW5 TO PlW &LACN2 Op MMOVWn,
NO CHANGW IN WRf 55
51GNAT RT,
CA Hunter fru5t
44 Aqua Ra Prive
Jensen Beach, rbrida 54957
CONTRACfR: 012
nemo Ob", ii 'an: 16" - I'
`R
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VAN
O 0 O rual!
. I N
Legend
$
= L lghtlnq 5v/ltch
$3
= Lighting Switch - 3-waif
+
- Lightinq - 6" recessed
- L ightinq - Wall Mount
+
- Liciking - Wet gated
+
- L ightlnq - Junction
6FI0
- receptacle -120 V Ground Fault
b
= receptacle -120 V
nINING BOOM
J
MA5tr
C3Fnp OM
J
SNOW�r II CLOSef II. II FSATH
qi - receptacle - 240 V
® - receptacle - Exhaust Fab with Liglit
0 - Carbon Monoxide netector
Y - Phone Jack
0 - Smoke detector w/ 13atter> backup
- TV and Network Jack Plans to show;
I, 5ignature and seal of design professional
AI'IU - Air Handler Unit 2, Code and edition for design
3, beslgn basic wind speed ( If applicable)
4. Height above grcund Cif applicable)
. VHl5 nOCUWNf 15 PPOPl?,VArY ANn 5UPJFCf TO NON
;NFN r�M [ EXISTING UCTPICAL PAM
51 omr
PY OiNFrS NOf INCLUnFn
--,*' 13Fnr00M #1
HAVE 5FA- WITH 006
DFW
Electrical Panel 5chedul e
NO
17escription
Pdes
Trip
Volts
�N
Conduit
W)
I,
FXISTING 1,0AP
2,
ANTI #1
2
60
240
# 6
V 4"
(10)
3,
AC Compressor #1
2
40
240
#8
3/4"
1,20
Water Neater
2
50
240
# 10
V 4"
4,00
5 ,
t e rlgerator
1
20
120
#12
1/ 2"
150
6,
Nhwahser
1
20
120
#12
1/2"
150
7,
Washinq Machine
1
20
120
#12
1/ 2"
2,00
8,
Clothlnq 17rger
2
1 50
240
# 10
V 4"
450
9.
paw
N/ A,
N/A
N/A
N/A
N/A
N/A
10,
Kitchen - 5mall Appliances
1
20
120
#12
1/ 2"
4,00
11,
61`0 @ 0,15 kW�ach
1
15
120
#14
1/4"
2,85
12,
Exterior Ligthing @ 05 kW Fach
I
15
120
#14
1/ 4"
6,50
13,
Ceilinq Fans @ 0.2 kW Fach
I
15
120
#14
I/ 4"
1,20
14,
6eneral1,161Wnq
I 1
20
120
#12
I/4"
-5,60
15,
Eceptacles
I
20
120
#12
1/ 2"
2,00
16,
Total
1
46,85
Panel Calcuatlons - Load 5Ammary
A,
AC Load @ 1007
10,00
kW
D.
First 10 kW @ 1007
10,00
kW
C.
P.emainder @ 407
15,14
kW
12,
Total
25,14
kW
r,
tequired Amps
105
AMP5
F,
25,14 kW / 240 Volts = 105 Amps - No upgrade Needed
CA Hunter Tru5t
44 Aqua ra drive
Jensen Beach, Florida 54957
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16
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Structural And General Notes
- Al Written bimen5lon On These Prawin65 Take Precedence Over
5caled nimension5, n0 NOT SCALE bKAWINGS, ANY
1215C1?EPANCIE5 SHOULP BE PPOUGHT TO THE 0E516N
ENGINEER'S ATTENTION MOP TO CONTINUING ANY WRIK
- The Contractor, Subcontractor, Supplier, Etc Shall Verlfg All
Pimen5ion5, Measurements and Concllt,&5 At The Job 51te Plans And
5pecification5 Prior to Any Construction Work and Orderinq
Materials
- Construction Shall Follow The Florida Buildinq Code ( FBC) A5
Adopted Bg The Cou* or City In Which The Building 15 To Be
Consbructed With Al Applicable Amendments
- The Entire Building (or Addition) 15 Pe5igned A5 An End Zone
Condition In Accordance With Section 6,5 ASCE 7-10
The Building 15 ne5igned A5 An Enclosed Structure In Accordance
With 5ection 6,5,9 ASCE 7-10. Thi51%e5ign A55ume5 That The
Exterior Glazing Meets The FBC 2017 5W
- The Loadinq Are In Accordance With ASCE 7-10, And Are To Be
Multiplied Bg The Appropriate Shape Factors
Structural Features Not Petailed On These PIan5 Will Be
Addressed By The Engineer A5 Construction Progre55e5
- Use Clean, Compacted Fill And Treat For Termites
- All Windows, Poor5, And Other Openinq, Including Protective
Pevice5 Are To Be Certified By The Specialty Engineer Of The
Product Manufacturer
- Connectors Cabaloq Numbers Are Based On Simpson 5bronq Tie
Corporation Product5, Unle55 Noted Otherwi5e, Fa5teninq 1.5 To Be In
Accordance With Manufacturer's 5pecificAlon,
- Al Structure Concrete, 51a6 Footings And Grout Shall Have A
Minimum Compre55ive Strength Of 3000 P51 At 28 bag5, See
Plans For Size And Steel Pecjuirements,
- Minimum Concrete Protection to Pelnforcement Bars; Beams 12
Footing5 5"
- Lap Al Reinforcing Steel A Minimum of 48 Bar Piameter5
- Al Standard Lumber Shall Be SPF, Or Stud Grade With Minimum
F6-1200 P51 Or Better
- All Lumber In Contract With Concrete Or Ma5onrg Shall Be Pre55ure
Treated
5plittinq Or Cracking Of 5bructural Component5 l2ue To In5tallatlon
Of Hardware 15 Not Permitted
- Unle55 Otherwi5e Noted, The Installation Of Specified Hardware
Shall Conform To The Manufacturers Instruction And 5tandard5
- Bear-inq Points Of Header5, Girders, And Beams Shall Have Vertical
5upport5 Sufficient To 5uppo-t Loads And Shall fie Properly
Anchored For Uplift A5 Will fie noted
goof 5heathinq;" C12X Exterior Grade APA Plgwood Installed
Perpendicular To The koof Framing, With End Joints Staggered,
Nail To Trusses W/ 8d Pinq Shank Galvanized Nails @ 6" O,C,
Throughout, Gable Ends To fie Nailed @ 4" O,C,
Unle55 Otherw15e Noted For Exterior Wall, Exterior Plywood
5heathinq and Interior nrywa11515 to fie Nailed With IOn Nails or
Better, 6; O,C, and 8" O,C, Filled, nrywall 5crew51,5" Lonq
And 0.01" In Piameter
For Ridge Vent Installation Block With 20 # 2 HF Or Better
Between Top Chords Or Trusses Along The Edge Of Plywood
Pirectly Below The Vent
For Frame Segment To Masonry Segment Connections Use PT
Vertical Secured To Masonry With 16" Pia, Laq Screws Ii"
Embedment to 5000# Concrete Min. 18" O,C,
Walls; The trouble Top Plate ( Butt Splices) Shall Re515t
4000Lb/ Splice, All Wall Top Plates Shall Be lapped A Min, Of
24" @ 5pl ice5 W/ 7-16J Nails Min. Lap Center 3 Of Will Shall
Be 4' W/ 9-16n Nails,
- At Gable, Provide 20 Full Blocking To The Tru55e5 For The First
Two Tru55 5pacinq, 5paced at 4' O.C. Nailing Shall Be 4" O,C, At
First Tru55,
- Apply Plywood goof 5heathinq Face Grain Perpendicular to 5upport5
- All goof Coverinq Shall Be Applied Per Manufacturers
pecommendation5 Or Per FBC And Local Codes Whichever 15 More
5trenuoa5
- Repair Al Walls In Accordance With netails In This l%rawinq And In
Accordance With The Applicable Florida Bulldinq Code( 5).
- Repair Al Electrical Wirinq, LCM, V01tage Wiring, HVAC/ Puct5 And
Plumbing Bg Qualified Contractor Some Electrical 5wftche5 nid Not
Connect To Any Junction Box Or Outlet But Are Shown For Clarity,
,THIS POCUM%f 15 I`f:01 pEfXY ANn 501CT TO NON-1215CL05Uf:�, FOP U51� PY W NT ANI? P�516NATN2 F,�CIPIM5 ONLY, OFFICIAL PLANS PY JAVU, C15WO5, U. MU5T BANE
f p0f 05Nn
LAV
I2II
EXI5T1NG
LAV
1 1 '1
2
f p0f'05�P 2"
EXISTING
\Uf
EXISTING TO
SANITARY 5Y5f�M
PLUMPING �15�p bIAG�AM
NT5
KITCHEN FUOM
PY 0MN P'5
AFPP0AMAi r,l.Y 8 FEEL
OF 2" PVC FOR KItCitN
I5LMP LAVATORY
CV %AD AN7 COMCt
fO EXISTING PIPING
MOP05N9 MCNEN 15LANP EX %1\1G PIPING
13Y OiIV5 ANn VENT"
PUMPING APPMON
PLAN VIEW
CA Hunter Trot
44 Aqua b Prive
Jensen Peach, Fbrida 34957
CONTP.ACT0k: TV
xmtruction Notes, f lumki)I� AddjiM & Vi5er Piaclrar
f ; 2019-045 I" 19: [V'21%' 10
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2X4 WOOL? STUP TOP WITH PIM PAPPR
SEALANT CAULK
TWO ( 2) 811 fn X FM PAT P GYPSUM POAPn
ON POTH 5IM5 OF 2M 5TUP5 WITH PIP.F, l3APPIFP
SFALANT CAULK ON TOP,130rTOM ANP ANY
JOINTS, T 5T t2 IN ACCOPbANCI� WITH ASTM �119
! OP 120
TWO HOUP PIPS P�TAPTANT
MIMM WOOL INSULATION
2X4 W0012 T U155130"TOM
I I == I
CHOPP WITH PI kl� PAP M
I I == I
SEALANT CAULK
I I °_ I
== TOP OF M511NG CMU WALL
I I VAPMAON 13FMN 44
AQUA AN1942 AQUA
n��'AI� JAI
I?0OF AT11C Pips WA.I. nNX
W5
POOP TPU55
M WOOn RACING
AT 16' 1 O,C,
P30 INSULATION
C PATT OP CLOWN)
ROUP FIPM&L FOP bUUX
N5
%811 GYPSUM POAPn
CMING nPYWAl nML
Nf5
'0 ( 2) 8" TYPE X GYPSUM
MT ON FACH 51PF OF
[TfAIL ml
15T PF TEST IN ACCOPnANCF
1H ASTM f199 Op 1263
PIPS SAP H SEALANT CAULK
TOP CHOPf7, POfTOM CHOPbS
n ALL JOINTS
1NG I-IMM SHOWN
JOT MlIPIN2
�M519OCMNT 15 PPOMETAP.Y AMP SUPJ�CT TO NON-1215CL05UP�, POP U51� PY CLIENT ANI2 PF516NM12 P�CIPENTS ONLY. OFMCIA, PLANS PY JAVEP 05M,05, P.F.,_MUST HAVE SEAL WITH OPIGINAL 516NMUP�,
CA Hunter TrA
44 Actua Pa 12rlve
Jensen Beach, Pbrlda 54951
CONTP,ACTOP; T P
dire Warl�n`M5A
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FXI511NG ipU55
TOP CHOW WITH
FIRF PAMAGF
515V TRU55 Mr\
12M L "A"
1 45111\16 PFAP.ING WALL NOf
5HOVVN IN nFfAIL FOR CLAPITY
TWO ( 2) 16P
NAILS Af 12' O.C.
RFPAIR fO FMNn
f0 ROOF PFAK
I gpICal I ru55 repair vetaii
W5
Replace 5heathinq As Needed With With
8" CnX Exterior Grade APA Plywood
Installed Perpendicular fo The Roof
Framinq W/ End Joints Staggered, Nall
to frusses W/ ad R►nq Shank Nads Min,
6" O.C,1"hroughaxt And Gable Fnds
Shall lie Nailed W/ IOd Common,
Galvanized Nails @ 4" O,C,
bamaged fruss
Attach 2"x4" fo Damaged fruss With
carriage bolt with washer at 12" O,C
Staggered ANn Two ( 2) 16d nails at 12"
O,C, Use Construction Wood Adhesive
2" x6" fo 21'x4" With 5 2" nails or
screw at 12" O.C. Use Corlkwction
Wood Adhesive
PAM i' A''
N5
CA Number crust
44 Aqua Ra Drive
Jensen Beach, Fbrida 54951
CONTRACf0R: or
Truss Pepair �netails
P: 2019-045 2%t/> I A,05 / A,05
4 gineer4nq; t c
J er CI er p;F, #7084
,V15 nOCUWNf
AP.Y ANn 5UPJFCf f0 NON
FOR U5F PY CLIFNf ANT? 19F51GNATW RFCIPIFW5 ONLY, OFFICIAL PLANS 13Y JAVIFR C15NFR05, P.F. MU5f NAVE SEAL WITH ORIGINAL 516NAM
DEC *94: COPY
5903 fierce, FI 34982
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