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HomeMy WebLinkAboutapproved plansModel #: 340TL40684BMC)=71147
IN
Sales Name:-Tradewinds
DISCIPLINE DESIGNATOR
SHEET TYPE DESIGNATORS
A
ARCFIITECTURAL
❑
OPERATI❑NS
O
GENERAL
SYMBOLS, LEGENDS. NOTES, ETC,
_
B
GEOTECHNICAL
P
PLUMBING
C
C;IVIL
Q
EQUIPMENT
PLANS
HORIZONTAL VIEWS
D
PROCESS
R
RESOURCE
E
(ELEVATIONS
VERTICAL VIEWS
E
ELEI:TRICAL
S
STRUCTURAL
3
SECTIONS
SECTIONAL VIEWS L WALL SECTIONS
F
FIRE PROTECTION
T
—TELECOMMUNICATIONS
4
LARGE —CA SLE VIEWSPLANS
ELEVATI❑NS, SFAIR SECTIONS, OR
SECTIONS THAT ARE: NOT ETAILS,
. G
GENERAL
U
USER DEFINED
S
DETAILS
Er
SCHE➢UL
DIAGRAMS
�—
H
HAZARDOUS MATERIAL
V
SURVEY / MAPPING
7
---
USER DEFINED
—
I
INTERIORS
X
OTHER DISCIPLINES
L
LANDSCAPE
-
qcl3MAffT[NjR
�— / SH❑P
PRITS
EI
U;iER DEFINED
S1
3D REPRESENTATION
—
ISOMETRICS, PERPSPECTIVES, PHOTOGRAPHS
M
MECHANICAL
MAY i
' 'Of
PERM177INVCx
S1. Lurie C%euniy, I -
CONCEALED FASTENERS OR ATTACHMENic THESE PLANS AND ALL PROPOSE❑ WORK
ARE THE RESPONSIBILITY OF THE ARE sUIIJECT To ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
CONTRACTOR OFRECORD CoMpL wTHSALLAAP Cn KCOPPS,
Sheet
Number
G0,01
AO.01
A0,02
�A1,01
A2,01
_A2,02
A3,03
A3,04
E0,01
E1,01
P1,01
P1,02
P1,03
S0,01
Sheet List Tabs e
Sheet 'Title
Title Sheet
Code Sheet
Construction Notes
Floorp(an
-ront & Rear Elevations- %,
Right & Left Elevations4
On Frame Cross Section'
On Frame Cross Section a
Notes
Electrical Notes
Electrical Plan
DWV Plan
Cold Supply Lines
Hot Supply, Lines
Shearwalt Notes 151
S0102 Column & Shearwatl Tables
S1,01,02 Floor Framing ON 16 ❑C
SL04 Roof & Duct Plan 16
---- NON -INDEXED ATTACHMENTS
- --- Florida Product Approvals
F LA. RES,
1 Y Fj' i 6.J lAr IIA%o 41Vr I I
IM,01 _ IM- Floor
IM,02 _ IM-Endwatt
IM,03 IM-Fixed Peak
303_04g, U 1,5 S-11 Man No.2\0�Z�?�
ST. LUCIE COUtr" PV BUILDING DIVUION Ar;rrovej �y SCOTT S. FRANCIS
REVIER ED FOR C N
REVIEWED V
DATE _
PLANS A T MUST B KEPT ONJOB
OR NO INSPECT ,r WILL B , DIADE. PlEens Examiner
No. SMP-42
M
U
N
z_
1
1
U317NOAGENCYAPPROVAL
mm.mmM mReaF.R,
R.wmMi.M exam Aam+ere
amevebn aua s+f.mr. m ire
mRxag mWle
O T. TWE vimAUZ.
OF
LEnrr.
OF FLOpi{8 I—
wPo0YH1>Aly lwmmazc)
FMPAr qo
mr.WFltB 0 .
"NO.
LO. FLOOR
_40_.
AFF,wva. orve G'$,1'T
MMNFAGN R P,
wammww
1 M
M
C,
H I PAT 'jai
1.
FLOOR LIVE LOAD = 40 PSF
2,
ROOF LIVE LOAD = 20 PSF
3.
WIND LOAD, 160 mph (Ulf) WIND
SPEED (3 sec pusts)(Refer to
floorplen)
4,
BUIILDING IS RISK CATEGORY II.
0
5,
WIND EXPOSURE CATEGORY -D'
6,
GCPI = 0,161 INTERNAL PRESSURE
COEFFICIENT (ENCLOSED)
a
7,
D.W.P. FOR C/C PSF
8,
THIS BUILDING IS NOT
Q
DESIGNED FOR PLACEMENT ON
THE UPPER HALF OF A HILL OR
ESCARTMENT
a
EXCEEDING 15
FEET IN HEIGHT.
(y 0
9.
FLOOD LOAD, THIS BUILDING
0
MAY BE LOCATED IN A FLOOD
HAZARD AREA PROVIDED N13
_j
ii
MODULAR PORTION OF THE
F
BUILDING I13 LOCATED BELOW A
u
BASE: FLOOD ELEVATION,
an Frame Neten an-pne„e. .,u,,wW_yaU
y
keno [tetl to f60 ,r,lr al< 8! n�
�fa�„tee der<Nm ere..,..x ,miv
Ell IL L m < sera ma<i i sxt�
teJ",-a •) a < - toLWeeJir[trL
Itlltf..
NERD
NON -ELEVATED SET - 201-0' MAX
ELEVATED SET - 304' HAX
WhW Spawu h Use Heederwe Iwo* 3aearaab WASH 7.10
W,IW aw and doe oP nko rmisa area w mmmd else aped stow par
I. voaigns per the HOMa Building Code in effect at tins of production,
2. Reserved
3. Reserved.
4. Occupancy is Residential (R-3)
5. Construction Is type V-B.
6. Deapmt load Is based upon oar person far each 20D sq. f. of floor area.
7. Flea live Load - 40 p.st
& Roof the Load - 20 p.&f.
9. End speed - See details In this approved package par specifics.
it. All materials warred by the Fiorillo Building Comrnhsbn chapter 61 G20-1008 rules 5hdl have current Reado Product Ippmycle
11 75%of all permanently installed lighting, fixture; shall have high efficacy ImVs
14. Unless specifically noted on the approved Pans and dletais, Ihh building is 01 designed (nor Intended) to be located in 'Hillis Velocity
Huricane Zone (Dade and Broward Counties).
It Is the responsibility of the contractor and/or reta0er to vwify that each home o hstaihsi In the region for which it has tam designed
and constructed and Ihst NO home is Installed into 11kpM Ydodty Hurricane Zooms' (Dole or Brewed county). This modular buldng may
be sled in 'Regulatory Flood Rain Aromas' and/or 'V-Zme Areas only when the foundation has beau designed, enopneerad and constructed
to comply with the Reeds Buldhg Codes gaming thorn specific :ones, area or regime No part of the m ckda building may be placed
below base flood elevation, Pin Harbor Homes and its third party approval ag&x;A%), along with the ardhled and/or the engineer of the
butdIng plans, shall not be held responsible or liable, if a contractor and/or raider Instoie a hone into a region for which it hall not been
designed and/or constructed. The d antraehs and/or retailr shod boor spa responsbifty
'IS Data plut% state label shed be located on the Insido cover of or near the daetrkd pool,
16, Raised seal prints are on tie in the office of HNC, Inc
117. Rm review and Inspection required by Chapter 633 F.S. to be handed by local fire Inspector.
4 This buldng is dedyned for a permanent famdatim and is NOT intended to be mowsd once se Installed
19. These plane may be mkrowd or flipped drat any ads without reapprovd.
I. At sapiy aY regtders are ddJWA enpt Who olkerabe spedat on the on
2. l6pole house ventilation wN be appfled based an RIGA, R3014 & Y1507.3
1 ffedr am wad ims shill pmNe 5D elm mhkma of wdidin
4. Vert Am shag be Wall to the at* of harm&
5. Reserved
6 ALL Bah (ad dart spho compmmb Installed in Ills attic am wPol badsfan are a ft*km R-wMw of R�U (hoed m simdstd pnkrmmce method of sanpOmm).
7. All dub ad sat styles make s MW on Ire ®derby of tlm Will, (Inedhhg tm and epee bins), old hale a rdiwam R-V" of R & NOiLI t&
hum Is blots Is s j A"m list her O#W the or&wxe far WIN 1I VAllf CNNUL'Bpt III so,, Rgfat STARIR MR pohm & dab ad Owl hind to rat be
bmkd Is De sad spins
8S�S011gB LSLG4L�B[Iding In6pections Dt(r meet:
The Following items have not been completed by the manufacturer, have not been Inspected by HWC and are not certified
by the State of Florida, Department of Business & Professional Regulations Insignia (label). Note This list does not
necessarily (knit the items, wafer and/or materials that may be required for a complete Installation. ALL SITE INSTALLED
ITEMS ARE SUBICT TO APPROVAL BY THE LOCAL JURISDICTION HAVING AUTHORITY. Code compliance for those site
Installed Items shelf be determined at the local level and are the responsibility of the licensed contractor Installing the
buutidIng and NOT Patin Harbor tames,
P 'Systems - FNa 5e cares UM M ENnu
1. All yyss fs shall be constructed with the materials listed in FIG,
ResWerhtid - Plumbing with
materlds listed In chapters 25 UwouqIh &I,
2 DWV systems may be ADS OR PVL piping.
1 Tub access provided under home, unless otherwise noted.
4. Building diraln and dean -outs, when designed and site Installed by others,
are subject to local jurisdiction approval.
5. Water header shall have a safety pm with 3/4 inch mhimem drah to
6. Water heater T & P relief valve to drain to sedeier,
7. 'Thermal Expansion device, ff required by water heater installation
instructions, and if NOT shown an the approved plumbing plan, shelf be
alled and installed on -site, by others land is subject to food approval.
& NI plumbing fixtures to hoe separate :shutoff valves.
9. Shutoff valve to be installed within three feet of the fresh water Inlsl to
the home ($He Installed, by others).
to Water suppl pipes Installed In a wall exposed to the exterior shall be
located on Ore Nested sde of the well Insulation. Water lines located In
unconditioned spaces to be Insulated with mhknum R-6.5 insulation.
11. Water suppfX lines shall be PEX, pdybutyiene, CPVC or copper,
12 ALL supply crossovee piping to be connected on -site by others.
11 Shower stalls shall be covered with a nonabsabent material to a helght
of 70 inches above finished floor (may be on -site).
14. Showers shall be controlled by an approved mixing vdvs with a maximum
ouflat temperature of 120• F (49' C).
15, ALL cn-site plumbing ohdl be installed by a licensed plumbing
contractor. ALL on -cite plumbing is subject to Inspection and approval by
the: local authority having jurisdiction.
16. Water hommer arrestors are required when flow velocity will cause water
hammer.
17. Provide heat traps if required per FLORIDA ENERGY CODE 4I0.4.3.
Al Installed Items
Is list contains examples and shelf'lot be considered all helusive)
i The complete Foundation and fle-down systems.
2 Ramps, stairs and gesrol scam to the buddin
3. Building drdhs, dean -nuts rend hookup to the plumbing soon
4. Any patdde fire exthgueehr(s) that may be regrked.
5. Electrical service haduga (Including feeders) to the building.
6. The main ekcbtad pad and eh& --feeders (nwlti-section units).
7. Strucbwd and aesibetie intremnedians between modkdes (mold -woollen unite).
& Extrbr shing ad/a roollng may be §alahad In the factory or felt off to be
Installed am-sR4 by -others.
9, Exterior wall fnbih and soffit mabwtoh.
10, V6Mn protection, slam shutters.
11. Bottom of floor wind protection (When required).
12 Crossover dud and connections QDUAC).
11 HVAC diaearmed.
14. Rrg7tace dpbnoy.
15. G wall hvmhhg chbno)<
16. HVAC equipment
17. Combustion, Gas Venting, Combustion Air intake.
I& AAV, Air Admittance Valves)
IS. Option davator b dasgpad arid Installed on site by others.
Some of those Items may be Instaffed h the factory at the dweretkn of plod
management If the gems are Instalirl and inspected at the producton facifty, then
faced dpprovd is not reel"
5-m d intercoDDzJt cats
See NONJNDEXED attached pages:
1. For floor moonUse structural Intemnnectons see attached par IN,ol
2. For endwdN mating the structural bleremnectko see attached page: IN.02
1 For rod fixed tense mating the structural Intercamectims see attached p I111,03
4. For 2-say module ktroonnectias see attained page: NL06 (If agppdicabiTe
w ,cp j55OWN ri
CODE SUMMARY
coma. r;
STATE: E
FLORIDA _ °
i�
RESIIDENTIAL: FIRE PREVENTIQf
LE3C 5th EDITION 2014 2014 FFPC
RESIDENTIAL W/2016 5th Edition FL. FIR!
Supplements PREVENTION LdaL
to
-
ELECTRICAL:' m
2011 N.E.C. _
3:0 O`'�I
MECHANICAL: FUEL_ zx (D a
E 5th EDI N 20141 [_BC 5th EDITIQAI 414� sin
RESIDENTIALW/2016 RESIDENTIAL W/2016 tno e
PLUMBING::
FBS, Sth�ED O-NI2014
RESDENTIAL W/201.6 ACCESSIBILITY:
Supplements FBC 5th EDITION 2014J
ENERGY: - ACCESSIBILITY VItl2016
FBC nth EDP110N �20141 Supplements
RESUENiiAL. W/2016
1627 South Myrtle Ave
Clearwater, FL. 33756
Approximate Square Footage of Bultdingh
mra:
LflirM AGENCY APPROVAL
(see table on AO,02)
a.rarxaaea otlmw nor a rare
apeeucenClbo,radle,epaa
MmNBMmnu
-
COW.1wa va..-
ocrusPxecw
�peaM ll
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Fdai RAlea EF
D.T. WAlLB tea__
ALM. s
FLapk
LOW
Lonp
nppmov&WM F3"x3"ill
MAWFA r7 ncR PHH -
hwmRWUa ZtM He
Florida product approvals
are on file with third
N
&aW,IWIN
party,
_
d
on
M
M
TheaW MrNdls and poem arc confldmtid and
Proprietary my These purposes are pravldne
ZA
M
Mt flaw
specific and rise net
•_
copied or oothe be reprodar
be se other t and or
uced n
to others ea any Purpose star than by
S�
8
r
O
esbydistributed
Patin Harbor. PC Hddkge may be marketed order
e=
<
CV
the 'Patin Harr Homan, itaamwCda Hsmwe. a
de Hood
°blsaavey Custom Home brand names, Nalkemkie
Hanes and Obcomy Custom Hmms are d1whi ns of
Palm Haber Hanes, Ins
..
General Notes)
1, The building may be constructed in can exact mirror image
about its axis without any re -approval of the plans (building
may be "flipped" side to side and/or front to rear),
2, Optional horizon windows may be added at any location without
re -approval The energy calculations shall be revised to
Include the addl-+d horizon windows
3. Minimum corridor width is 36
4. All glazing within a 24 inch arc of doors, whose bottom edge
Is less than 60 inches above the floor, and all glazing in
doors shall be tempered or acrylic plastic sheet,
5. Shearwalls are designed either worst case or plan specific.
When designed to worst case, shearwalls are of with
sidewalts @ 108' height and 6-12 roof pitch. When shear -watts
are designed plan specific, see floorplan (typically page A1.01)
for sidewatl and roof pitch limitations,
6, Please refer to the code _sheet of this package for
additional notes and requirements,See shear wall notes and
siiearwall tables for shear wall construction requirements,
7. Exterior walls are no more than 9`0" rniax unless otherwise
noted
8, When roof construction is cathedral ceilings, attic access
shown on the plans are not required when the dimension
between chord members is less than 30",
9. When designing your awn foundation, add 2" to overall width
shown on floor plan per module to accommodate growth from
sheathing and strapping,
10, Siclewalls are 4' or 6" up to 15CI mph (Ult). Sidewalk are 6" for
winds above 150 mph (Ult),
6, Nationwide homes is a division of Palm Harbor Homes. Any
construction in this unit not included in this package must
be done in accordance with the Palm Harbor, Homes of Florida
ManuaL.
7. Unless otherwise indicated on truss design, trusses spaced
p per chart)
U. 0
Vcad
Vult m
EXP. C EXP. D
TRUSS SPACING
END ZONE INT ZONE
120 MPH
155 MPH
141 MPH
24" O.C.
24" O,C,
130 MPH
168 MPH
153 MPH
16" O.C.
24" D.C.
140 MPH
181 MPH
165 MPH
-16" O.C.
16" O.C.
E
194 MPH
177 MPH
12" O.C.
16" O
226 MPH
208 MPH
_12" O.C.
16" O.C.
NOTE: VANDOWS k DOORS MUST AE RATEO FOR
APPLICADLE NAND PRESSURES PER CHARTS ON 0()E
SHEET (Typically A0.01)
Kinro /' CWS Window Chart
Size
Square Foot Light
Square Foot Vent
2OX22 TRAP
2.5
0
24x36.
4,3
2.15
24X60
7.69
3.84
24X12
2.070
0.00
36x60
12.20
6.14
�36x12
2.17
0.00
3Ox60
9.95
5.03
3Ox36
5.55
2.76
30x12
1,75
0.00
14x36
2.48
1.30
18x40
3.54
1.86
30x42
6.55
0.00
6442
4.90
5.20
46x12
3.28
0.00
48X12
3.40
0.00
4SX72
22.36
0,00
46X36
8.96
4.21
54X40
12.42
6.80
Door Chart
Size
Square Foot Light
Square Foot Vent
36x80 Atrium
9.00
0.00
36:K80 Door
4.90
0.00
72:K80 S.G.D.
32.18
16.33
76X80 Dbl French
8.12
0.00
36x80 Single French
4.00
0.00
See Page S0.01 for Shear Wall Notes.
See Shearwall Tables on other page in this package.
Indicates Shear Wall Locations.
33758
LNG tiPROVVAL
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lXIagICNEZ(PE NO
_ Building Square Footage Table w H LL
" SQUARE F_OOTA13E BREAKDOWN FOR PROJECT _ � 0)
1 - - - - -
_ DESCRIPTION_ AREA Lq. Ft) PERINIETER (Ft.) 1, N
-i-- 1----- i= es o
PORCH SQUARE FEET 124.88 SF 45.8 �; a r N
- Lq-----�-I -- -- -
SQU_ARE FEET A.C. 2597 44 SF 233.7
- 1--'---I----- � z�
Total Pro;ecl l 2722.31 SrF i 279.4
O
W-0'
Bedroom #4 14 o
136.9 SF m WI
67
Vr e a
t 4 Bath 3
--' 32 (fog)
pp11
Needs this oz riser 3(� =
(Cross -over duo,d,1
7 4 j-
Sri &MWUWA
14} i
Utility (2D})
10 L
nol Tradmnds package Shown Tbrou
301-11e_,�
30'-S 7/8.
-46'-S' I- �'43/4 LSA91 -2 7/6•
7280 S.G.D.
�s ' TOWER DORMER
Fee
III I
COFFCRIC C��GILINI,6 •_ 40'-4 3/4' �`.
b
Dining Room
138.2 SF Combmbined
507.7 SF (�---,\ -_�--� --
3 .V
Kitchen Great Room
�4' : I I 365.D SF
Solely % 91b
I — M ._ MQ_ --ZsL_
I - Interior
I Sun Room
�� .. 190.3 SF c/
\A
4.Uy
18•-9 3/8' mMe SmRah the Iwo home
dope oid'Ynder the de"tbro of
the WVliotb sxgme of the Rate But" We In
eReet at the time of cenelnxDn.
I If L Fra4 Gate
15
_ t2 5
� t8 IO1D'tT�Te'Faoii-7_
8 (183)
3e
—3
eF
-AkM I
Master Bedroom
194.1 SF
1 15'-t6}'
h�-. 261 & 4a}(184 44 I
-- S2_---------------
34 T� 32 g (16 -li PI301' t r'^ 3P •_ 311
(ISe) a) � --- Foyer ,,, (16e}) I 1
�_ii}• nPt ('Q gflN3 48 T ° 5
^ 2N •�$80� - 11J Q ---- 5+
(lob � i1sa f:
pIWO
- WIC
^ I Master Bath
••C�_ •ems T e
Bedroom #3 Activity RoAs
om Bed r Dm
143.1 SF $47.9 3F " .3 SF
-- EGRESS Porch Header 3 2x6 3 SPF Min S11 E6P - „_.•'•' -
EGRESS EGRESS 7980 i !_—�_L-5F-7-
-Ihna,.B-.s3/4' S8'-o' S0'-o 3/4' _68'-0'•-0• --38'-3 1/S.' 0 3/4' ifi-1 1/2' BDato GD'r thnH-17-C='— 12'-0• - 1B Q—
Is
12 Tradesk,Lrneda 'Tradow'mach 003)
re•m. CDO1 cp' Lg. Cea •mor ,Gm. Por^maer-
Clearwater, FL 33750
State.
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FFO-10 —
FF = FINISHED FLOOR
FC - FINISHED CEILING
UC = UNIT INTERCONNEC-nON
I
FC n--
FC — -- —
VENTED SOFFIT
� a
I m7
I
i�
FF ---
X = SEE SITE BUILDER'S
FOUNDATION DETAILS AND x�
SPECIFICATIONS FOR
FOUNDATION HEIGHT(S).
I
I
u�c I
TRUSS MATE LINE,
p
I
I
UCj/ _ TRUSS MATE LINE
RIGHT VIEW
1' 4'
■n nn rlrnn■il�nrulili�l�■ r. -- .■rlr■yy1�■■��■1■� rlrnlr rlr■rlr■rlrl■rSl ■11■ql /11■/Pr/ITY! `-�-. ..--_._. til-iilin:irn eras nernuuer e
ur rlru ,rlr101.1 In - i—
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LEFT VIEW
Notes:
1. Roof ventilation may be accomplished through the use of either ventilated eaves, roof vents or ridge ventilation. Either or all of these methods
may also be used separately or in combination to provide the minimum required roof ventilation of kea OR ),3m see Florida Energy Calculations.
2. Roof overhang (eove) sizes may vary, Roof overhangs are typically a nominal 12" save or approximately 11 1/4" wide.
3. Bath exhaust fans (ventilated air) shall exhaust directly to the exterior of the home and shall not exhaust into the roof and/or other concealed
cavity or area.
4. The elevations shown above are typical and may vary due to optional and/or custom features or specific customer requests.
5. Siding may be approved vinyl or cementious and either vertical or horizontal per manufacture's instructions.
6. Steps and handralis are installed onsite by others or at the factory at the factory's discretion.
7. If window sills are greater than 72" from grade and less than 24" above finish floor, builder is responsible for providing and installing window
guards.
8. Exterior doors are fiberglass unless otherwise noted on the plans.
9. When shingles are installed, they are fiberglass, wind resistance: D3161 "Class F" resistance to fire: "CLASS A".
10, Windows are Low—E, insulated.
1
1
WooTING AGENCY APPIXNAI
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OOelBt.IYFE
a6w6gIME
Va�
OGgIPPNCY R3_
M.LOWadc NO.
OP F100E9 y�
WGNOVELO(s1Y 1sE�Ai�s PF.G1
FWE MIEIGGF
m W.LLLS MQ_
MV 21MIME10011
U".F
LCWp n40n
mpwwmL m
MIWIFhGiUPo31
wimvE w
10.NPoCAazw NO
Foundation Sysllem
la. Concrete runner and piers
2a Pressure treated sill plate blocking as required
3a. Termite Shield around full perimeter
4aA5a Pier support and footers @ columns
6a Concrete pad and piers
7a Termite shield around full perimeter
8a Lags/washers @ I-beam to Joists (factory installed)
9a Main Frarne I-beam
10a Factory outriggers
11a Factory cross members
12a 6-mill poly
13a Double head J-anchors along each sidewalll footer
14a Double head J-anchors at centerline column footers for large openings
Floor System
Floor Joists
lb. Single rim joist - opt. double.
2b Floor joists:
Up 'to 164" unit width, 2x6 #2 S-P-F 16" O.C. max.
Up to 186" unit width, 2x8 #2 S-P-F 16" O.C. max.
3b. Insulated duct - sized per manual D
4b. insulated, fiberglass duct board
5b. Drain lines, see model layout for material types and sizes
6b. PEX water distribution system - see model layout for sizing
7b. Floor insulation, fiberglass batts or blanket, cellulose, or foam
- see Energy Calculations for R-value
8b. Floor sheathing - OSB or Plywood, %" or 3/a"•
9b. Floor covering - vinyl, carpet, wood laminate, or ceramic tile
10b. Bottom board vapor and air barrier
Exterior wall
1 c. Y2" or %" gypsum, painted or vinyl clad
2c. Min. 2x4 bottom plate, 2!x6 optional
3c. 2x4 wall studs, optional 2x6
4c. Double top plate on 2x4 wails, single top plate 2x6 walls
5c. Opening headers
6c. Insulation per approved calculations with model package
7c. Windows and doors
8c. Rated sheathing
9c. Exterior siding - vertical or horizontal cementious, or vertical or
horizontal vinyl - requires weather -resistive (house wrap)
10c Vapor barrier, may be ornitted with foam insulation
Interior walls
1d Y2" or %" gypsum, painted or vinyl clad)
2d Min. 2x3 bottom plate
3d Min. 2x3 wall studs
4d Min. 2x3 top plates
5d Opening header when required
Roof SYsten!
le. Soffit
2e. Fascia
3e. V high strength gypsum or approved suspended ceiling material.
4e. Engineered trusses spaced per truss and model design or factory
taper -cut trusses
5e. Optional overhead ducts
6e. Shingles or ribbed metal over OSB roof sheathing
7e. Truss rim rail
8e. Insulation per, approved calculations with model package
9e Minimum 1x6 sub -fascia.
10e Ridge beam
3 Layer Beam
4 Layer Beam
Open Beam
LVL or LSL
11e Upper Roof Vent Handle as:
Vented Ridge cap (as shown)
Roof caps
Note: Refer to truss design for truss tie down location and Instructions
Marriage Wall
1 f 112" gypsum - Factory finished or finished on site:
Alternate Drywall: Vinyl covered gypsum.
2f Min. 2x3 Bottom plate
ALL FOUNDATION SPECIFICATIONS ARE TYPICAL AND DESIGNED AND CONSTRUCTED ON SITE BY OTHERS
L?'
3f Min. 2x3 Walt stud
4f Min. 2x3 top plate
5f Window or door header'4"
_1
A
E
a
33'756
USTMAGENCYAPPROVAL
T" DM"NAGa,MMFaNt
!lnnhmel WIMOFGn, Iry
aP"wmm, coa.wwn..mw
O W.WPE W_
0I,`aW+N10Y_
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"W PAT OF 1Es t6Ifl�a1
FIIiE"ATINaaF
EAT. WAU9 a�
PLANNO. ZIOLM
NLM.FL
LciN _._CE_._
APPN ALPAIE 5 u-„
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IL
co M
(M
5 vi s <4D
LU �Z cm
GENERAL ELECTRICAL NOTES(
1, Exterior receptacles outlets Shall be weather resistant, gfi protected and Installed with covers approved
for outdoor, Installation.
2. Cross over connection between modules is acc:ompllshed by using 'amp' wire connectors, supplied by connector
manufacturer.
3. All electrical components must be u1 approved and Installed per listing and manufacturers's Installation
Instructions.
4, Smoke alarms are Interconnected for simultaneous activation with battery backup, All Smoke alarms are
equipped with a 'hush button' feature,
5. All 125 volt, single phase, 15 and 20 ampere receptacles serving countertop surfaces in kitchen area to have
ground -fault: circuit interrupter protection for personnel.
6. All wiring is nm-cable unless otherwisenoted,
7. All bath exhaust fans must exhaust directly to the exterior,
8. Additional outlets and lights may be added (in addition to those shown on the approved details) without
re -approval.
91 AR general purpose outlets are required to be on arc -fault circuits, except kitchen and bathrooms,
10, Boxes used at fixtures in the ceiling must be rated for a minimum of 50 pounds, When lights are installed on
the wall, the box must to he listed for that purpose and list Its weight capacity, If less than 50 pounds,
fixtures weighing more than 50 pounds will be supported independently of -the box,
11. Egress path must be maintained to the panel box,
12. Tamper resistant recepts must be Installed In kitchens, family rooms, dining rooms, living rooms, parlors,
libraries, dens, sunrooms, bedrooms, recreation rooms, or similar rooms, or areas of a dw$ing unit,
13. Exterior recepts are requlred at evgry balcony, deck, and porch regardless of where it is on the building,
The recept is not required if the balcony, deck, or porch is less than 20 s,f„
14, ALL circuits and equipment Shull be Installed and grounded in accordance with the appropriate articles of the
National Electrical Code (NEC) that is adopted by the State of Florida, at the time of construction of the
building.
15, When light fixtures are Installed In closets, they shall be surface mounted or recessed, Incandescent
fixtures shall have completely enclosed lamps. Surface mounted Incandescent fixtures shall have a minimum
clearance of 12 inches and all other fixtures shall have a minimum clearance of 6 Inches from any 'storage
area' as defined by NEC 410.2,
16, When water heaters are Installed, they shall be provided with readily accessible disconnects adjacent to the
water heaters served, The branch circuit switch OR circuit breaker Shutt be permitted to be as the
disconnecting means only where the switch OR circuit breaker Is within sight of the water heater OR Is capable
of being locked In the open position. When water heaters are not installed at the factory, the means of
disconnect shall be designed and !installed on -site, by others,
17, HVAC shall be provided with readily accessible disconnects (installed on -Site, by others) adjacent to the
equipment bein�gg served, A unit switch with a marked 'OFF' position that is part of the HVAC equipment and
disconnects ALI ungrounded conductors shall be permitted to to be as the disconnecting means where other
disconnecting means are also provided by a readily accessible circuit breaker,
18, When the main electrical service panel Is not Installed at the factory, time main electrical panel and feeder
are to be designed by others, site Installed and subject to local jurisdiction approval.
19, ALL circuits crossing over module marriage (Ine(s), shall be site connected with approved accessible junction
boxes OR cable connectors,
20. ALL receptacles installed In wet locations (exterior) shall have a weather proof (wp), the integrity of which is
not effected when on attachment plug oap Is inserted or removed,
2L Ceiling fans shall be 80 Inches minimum, from the bottom of the blades to the finished floor,
22, ALL electrical components shall be U.L. Listed and Installed in accordance with that listing,
23, Receptacles Intended to service bathroom lavatories shall not be located) more than 36' away from said
Lavatory,
24. Breakers and wire sizing may be changed If optional or custom appliances or devices are Installed In the
building, ALL breakers and wiring shall be sized In accordance with applicable sections of the ME.C.
25. Switches, receptacles, and other fixtures or devices may be relocated from the locations shown on the
approved details due to construction restraints. ALL locations shall comply with applicable sections of the N.E.C.
26. Refer to the code sheet for additional electrical notes,
27, All 3-way switches are to be wired using 14-3 Hire unless otherwise noted on plan,
28. Communicatlon ports are typically not shown on approved pplans but are required to be Installed per NEC
800,156. At management's discretion,, they may either be Installed In the factory or on site by others. When
Installed on site, the location and Installation are the responsibility of the builder.
29,, 75% of all permanently installed lighting fixtures shall have high efficacy' lamps
(x
GENERAL UGH7INO
�
MAW PANEL SOX
'�
SWITCH
$3
3-WAY SWITCH V
EXHAUST-COL"C FAN
O
UNOLR CABINET LIGHT
G1=
SMALL APPLIANCE
WALL MOUNTED FIXTURE
CEILING MOUNTED FXTURE
Y PHONE
IT e�t5�
!-,-
CABLE PREN
RECESSED
-
SURFACE FLUORESCENT �
HEAT TAPE REC_EPT
RECESSEDUCH1'
3.
-'''
USO 20 drttiat
LIGHTED EXHAUST FAN
GFl PROTECTED
.220V APPLIANCE
c
RECESSED CAN LIGHT
�'�'
CEIUNG FAN OR
CEILING FAN PREP
CEILING F'AN//LL11GGMMT OR
COUNG FAN/UCHT PREP
SMOKE ALARM
•
PENDANT LIGHT
CC@
I
CARBON MONOXIDEF
W XE DETECTOR
LED LIGHT CEILING MOUNTED FIXTURE:_ �- T
S)BACE U0O RATED RAt NET AIEA D_DOR CHIME SOX (WIRELESS) ==
THERMOSTAT
24• SIMFACE RAINESMY
WHOLE HOUSE FAN
FLOOD UCHT PREP
FACTORY WIRED CABLE, PHONE, NETwO RK, 15/20 AMP RECEPTACLE.
MAIN E3REAKER
NEC - 2011 200 AMP
- (AE) - ARC FAULT
P.
RE
9 RE
F
DESCRIPTION
CIR.
N0.
PANEL
SPACE
CIR.
NO.
DESCRIPTION
AMP.
SIZE
PER
MFG'i
MIATER HEATER
(45WW/24aV)
1
*
*
2
RANGE OR OVEN
*
*
20
12:-2•
- AtWUAHfS
3
4(AF)
OEH. UGHTIMG
20
12-2•
APPUAW
J
*
'
O(AF)
GM LIGHTING
W12-2*
20
12-2•
APPLIANCE
7(AF)
S(AF)
GEN. UGHftNG
20
12-2•
APPLIANCE (SPARE)
9(AF)
111(A�
GEN.LIC111NG
1S
14-2•
OPT. D.W.
11
12
OATH GF.I
20
12- •
13
14
ELECMC
HEAT -A/C
PER
MFG
30
2
P
10-3•
_LAUNDRY
CLOTHEDRYER'
1S--
#
iN
coat-TGP
PER
MFG
1a
14-2+
OPT. DISPaSAL
17
20
12-21
WE FREE20MMR
18
1EI(AF)
SMOKE ALARMS
15
14-3•
13
14-2•
OPT JACUZZI GF.L
21
'k
20
EXTERIOR GPI
20
12-2*
20
12-2•
'7 M ROWAVE
23
24(AFj
SPARE
15
14 2-
Yso
afar MN
CIP CONDERSER
25
_
SPARE
15
14-2•
20
POLE
12-2°
OPTIONAL
ELEVATOR
27
*-
SERIAL NUMBER: NIL
M1R0613 NUMAFR• A4IY11 dlIFRAGIhIn
GENERAL LOADS -------- - --'---'_
VA
KVA
TAL UN A.C. SQUARE FEET 2,597
.�.�
7,791
7.5
NO, OF 20•�AMP AIPPLIANCE OLTRET f)IROUrr. 3
4,500
4.5
LAUNDRY CIRCUIT i
1,500
1.5
(SUBTOTAL
NAME PLATE RATINGS
13.791
'13.791
RANGE �`��
1
8,000
8.0
WATER HEATER ��
1
5,500
_
5.5
DISH WASHER
1
1.400
' 1.4
_
CLOTHES DRYER
1
5,000
5.0
_
GARBAGE DISPOSAL
1
1,500
_
1.5
COOK TOP
0
0
0.0
WALL�OVErJ
0
0
0.0
MICROWAVE
1,500
1.5
PT FREFrMR
1
11500
_
1.5
Cllla
1
1.500
1.5
ELEVATOR _
0
0
0.0
RESE VED '
0
0
0.0
RESERVED�_�_
0
0
0.0
RESERVE
0
0
0.0
SUBTOTAL -
TOTAL GENERALI1IN NAME PLATE
10-M-
IRAMAINDERAT41Yro
26 900
D
11,878
26.9
11.9
ORST CASE HVAC AT 700% (ASSIAwED) 1
15,800
�16.8
TEr LOCAL ITE ELECTRIi:INVAdSCACTOR TO VERIFYA LM4CY
OF HVAC ELECTRICAL LOAD IN PANEL CAU6_ULATIONS,
TOTAL PANEL BD�X LOAD 37.878 '37.7
..�.®��.
IwIIRMUM PANEL BOX AMP'ER-AGFSI� 37,876 /240= 167
312E AMP PIUVEL BOX INBTAI,I.ED 12EN240 V, 1e
�200
MIN. NO. OF GENNE IIZ4L LIGHTING LARCUITS
- 5
c
r.
M
E
IT
L STNGA.GIENCYAPPROVAL
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RmaYaAM eIAmA� NA a la�A
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MIDHVELOGRY
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m�
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.11S ING AGENCYAPPRCVAL
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P—TRAP
NK V. I �
STEP C
I
ILL¶- » STTY
AP-1FA
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n
LTL '+ �'.,�. Y Tub
XL.TL i overflow
A . LAVY VTR
STTY —TRAP t 4
LTL
LTL i� XLTL
1\ I�b`?
\ILr—Tub
LTTy^'�$I 4;1mt"Sh.'d8 + :�LTTY "EzMIS/SHWNR
45 ST EL T�TY� XL11.
�+ XLTL :41> Flange\1 �.•
BLI.TLS"TTY
a XLTL.
STTY•V �i..LTTY ,tea) / �
P—TRAP `, J 0BL EL'O�
STTK AV, 45 EL
P—TRAP XLTL ST i a b \ LTTY
To
XLTL
.
^\ r
sm r r' TTY
LTTY `'.\ ` P—TRAP 2K aTYq_
COIRH
r / 71DoubN
r t ENow
' 4 Elbow
n i �IL.rr
AU. PIPES AREL, 1 1/
NOTES: ` \ ` Coupling
'x
NOTED.
SHIP
LOOSE
PIPE
TOTALS
12'--0"
11 1
2
Dia. Pipe
Dia.
Pi e
80'-0'
3"
Diu.
Pipe
I. ALL FITTINGS ARE 11HE SAME SIZE AS THE PIPE TO WHICH THEY ARE CONNECTED
1 w
2. DRAIN, WASTE & VENT PIPING SHALL BE ABS OR PVC SCHEDULE 40,
3. DRA1N PIPE SIZING SHALL BE SIZED IN ACCORDANCE WITH TABLE 3505.4.1.
4. INTERCONNECTION OF VENTS ABOVE CEILINGS SHALL BE MADE IN THE FACTORY WHERE PRACTCAL.
5. BELOW FLOOR PLUMBING SHALL BE PROVIDED AND INSTALLED BY OTHERS AT SITE TO STATE AND LOCAL CODES.
• A.
B. CHANGE IN DIRECTION IN DRAINAGE PIPING SHALL BE MADE THROUGH THE APPROPRIATE USE OF SANITARY \ STI
TEES, WYES, SWEEPS, BENDS OR BY A COMBINATION OF THESE FITTINGS. `
7. DRAIN PIPING RAN HORIZONTALLY SHALL BE SUPPORTED A MIN. OF 4'-0' O.C. `.STT
8. URINALS ARE 1 GALLON PER FLUSH
9. SHOWER HEADS ARE 2.5 GALLONS PER MINUTE OR LESS
FIELD INSTALLED DWV IS SHOWN FOR DEMONSTRATIVE_ PURPOSES ONLY. THE
INSTALLATION AND DESIGN OF ALL FIELD INSTALLED DWV IS THE
RESPONSIBILITY OF THE PURCHASER.
A.Y. ldYY
VTR
P—TRAP 4
TRAPtin in
VTR
I
I
c
E
1L
mSTING'hhft.w�ft u
M,mispuMOINftA dlm
Lbngrwtlon CeJeatl Wti MM
M1imMM WfIN
CONMT E — vs
OCCWANLI/ �
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oFFtooNs
WINDvmNmY 1%LwmvC)
RNEMMOOF
IXI'w 0 -
RAN NO. 21mn39'R
l6{p .FLOW
,sswRov&mm 5_61D
MANUFhCf M M__
RRICANE NO -
I LL
x 7'
COLD
INUET
Opt Hose m
39' 3/4 x 470
lAAm
3/4 x
NOTES:
1. WATER SUPPLY PPNG SHALL BE TYPE 'L' COPPER, GII GROSS LBIIOD POLYETHTLENE OR
OTHEAYERLAUS APPROVED FOR USAGE PER STATE AND LOCAL CODE.
2. INTER M7FRCONNECCTION OF SUPPLY PIPING BELOW FLOCK AND IjH. WEEN UNITS TO SE COMPLETED ON
SITE BY OTHERS TO S'TRIE AND LOCAL CODE.
a DrIENOR FAUCETS HOSE BBB OR WALL HYDRANTS (WATER SUPPLY OUTLETS WITH THOSE
�S) ?m LL WIS UCEnUPPEDONS, ERiEMOR FAUCETS AIE 'A NSTALLED PR40M A T SIM ER'9
4. SOMERB° BATH TUN AND GWERS COMBINATIONS SHALL BE EQUIPPED WITH CONTROL
YNSES OF THE PRESSURE TUB .THERMOSTATIC MINING OR COMSNATON PRESSURE
SAlANCE/ 7fOFAMOSTATC M)ONG WITH HIGH IAOT STOPS THAT SHALL BE SET TO UNIT WATER
TEMPERA TO A MMOMUM OF 120 DEGREM
S. MAIN SHUT OFF VALVE TO BE A FULL WAY VALVE pROI AND INSTAW]f BY OTHERS AT
STE
0, WATER HEATERS SHALL CONFORM TO THE ENERGY REOIHRI]RNiS OF THE APPLICABLE CODE
7. USE NZAT TRAPS PER FLORIDA EIMY CODE 40:IL4.&
A WATER HEATERS SHALL BE PROTECTED BY A SEPARATE PRESSURE -RELIEF VALVE AND SEPARATE
IEW'IRATUIMA WATER "AMMER ARRESTORS A FLOW VELOCITY WILL CAUSE WATER HAMMER
I0. GAS OR ELECTRIC ON -DEMAND OR: TANK ESS WATER HEATER MAY BE SUBSTITUTED WITHOUT
REVISED TO EFLEVEA, F1,UrE O RESMCK FOR NOH-FLDRDA SUBMITTALS) SHAM BE
REVISED TO REFLECT THE TAN WATER HEATER.
11. HOT WATER PIPING TO BE WSULMED TO R-3 lNUEEB TH:'PERFORMANCE' METHOD IS USED 70
12. CEO VONNYMTN THE BASED ON 40'MK PS pWEsm RANGE h MCK - 107 FT..
Opt HGEe Bibb I'
NOTE: ADD SHUT—OFF VALVE
PER P2903,9,2 AT THE W/N SUPPLY LINE
�— T&P
3/4" LINE
MIN, 1 1_/?.1 1/2' AIR CAP
z: .----, ABOVE PAN
INSTALL WATER HEATER PAN
IAYY '$
xf x
3/41 \ 3/4 x 14''Y / rd/4 x 'r
t,3/4u18'
x/I ,. Tt° /
%
3/4 x 4'
Opt HGGe Bibb
E�
a: x" (h
E
LISTI NG AGEVCV APPROVAL
rnwPmmc%rH*« ft mm
M.�aea,,.a eaMnax+alRW
Cmv4Wbn CFM1�awoeweatlu
IobNrp aEsix
COMRT.TYPE ��
CCCilPAPICY _�•�
A1LCM'ARIENR
OFFLOOt6 ��
FIRE RAT]ACRr IFOJgDEEEGH
E FNTEIG OF
IXE.W.LLIE vww
PIAN ND.
NJFA4'.FIAOR
LGN 0
APP%OVALDATII l"l
MRNUFACTURER .
HIGH VEI.OGtt
INMAGNE]GE NO
W YAll
ARW R.W�
C
lA GI
��yA�ycyy�yylga�py.E
fiR�IlAlYrAi
l�
4o J
P
sA
ly
JJ
VIE
♦ 1'I
oq�q
EH
EIM
NOTES 0 g
1. WATER SUPPLY PIPING SHALL BE TYPE 'L' COPPER. CP%T, CROSS LINKED POLYETHYLENE OR ~
OTHER MATERIALS APPROVED FOR USAGE PER STATE AND LOCAL CODE.
2. INTERCONNEC'DON OF SUPPLY PIPING BELOW FLOOR AND BETWEEN UNITS TO BE COMPLETED ON W
SITE BY 07HERS TO STATE AND LOCAL COOS n:
3. EXTEPJOR FAUCETS HOSE BIBS OR WALL HYDRANTS (WATER SUPPLY OUTLETSWITH HOSE
TT9tEAD51 SHALL BE EWAPPED WITH A VACUUM BREAICETL, INSTAU.F'�U PER MANUFACi11RER'S
INSTALLA ON INSTRUCTIONS EXTERIOR FAUOETS ARE INSTALLED BY OTHERS AT SITE
4. SHCWERS, BATH TUBS AND TUS/SHOWERS COMBINATIONS SHALL BE EQUIPPED WITH CONTROL
VALVES OF TIRE PRESSURE BALANCE, THERMOSTATIC MOUND OR COMBINATION PRESSURE
BALANCE/ THERMOSTATIC MIXING WITH HIGH LIMIT STOPS THAT SHALL BE SET TO LIMIT WATER
TEMPERATURE 70 A MAMMUNM OF 120 DEGREES.
5. MAIN SIWT OFF VALVE TO BE A FULL WAY VALVE PROVIDED AND INSTALLED BY OTHERS AT
SHE.
6. WATER HEATERS SHALL CONFORM TO THE ENERGY REQUIREMENTS OF THE APPLICABLE CODE
7. USE FEAT TRAPS PER FLORIDA ENERGY CODE 403.4.3.
HL WATER HEATERS SHALL BE PROTECTED BY A SEPARATE PRESSURE—RELEF VALVE AND SEPARATE
TEMPERATURE —RELIEF VALVE OR A COMBINATION.
9. WATER HAMMER ARRESTORS ARE REQUIRED WHEN FLOW VELOCITY WILL CAUSE WATER HAMMER
10. GAS'. OR ELECTRIC ON —DEMAND OR TANKLESS WATER HEATER MAY BE SUBSTITUTED WITHOUT
REAP'PROVAL HOWEVER, FLARES(OR RESCHECIC FOR NON—FLORIDA SUBMITTALS) SHALL BE
REVISED 70 REFLECT 714E TANKLESS WATER HEATER.
11. HOT WATER PIPING TO BE INSULATED TO R--:F UNLESS THE 'PDRFOI'6AANCE' METHOD IS USED TO
COMPLY WITH THE FLORIDA ENERGY CODE
12 DESGN BASED ON 40 TO 49 PS PRESSURE RANGE d: MOIL . 107 FT.
�mmM m
cd
USTREO AGENCY AP PRI)VAL
mwpfwemAnhrnneFkim.
MnAufanwM mXIM1q AA a tE�9
an W w8on ckile aAe eA�an m ne
1oNaw6p Mlw4
um
CONU
PdF.gNAELEIR
RPRADRB �J_�
x
V4N0\tTwff 16z)AT ftQ
RATWli DF
1/2 X 1
,a.
EM. W W.
PAN ND, �P2,imF
ALLOJl. PLCDR
tl2 z 73'
i/2 X 22'
OAD
MANDFACnKrA — NHL—
x
Hm mlx4IY
� �IYY
emp
�C]
—
'x
NUImMNE1��@TTEHZTTQ��tE//��� _
x
M11R261 WfIiIAY
}V
1L
to
W
z cn
(7 T$ 1
IL
J t C]
D. Ia. N
c p
coB9
0 s
Sk)ear Wall Tabl e Notes:
i pbers shown in -table cotumn headrgs ( (1) through (9) for one story, (1) through (11) for 2 story ), correspond with note ru.rmbersRefer to floor
ptan(s) for shear watt locations correspor Brig to atpha-ru xaric designation in 1st column of table
1. Design Shu=,ar Values are based on the WdFCM - RE Edtion All values for DSV and fastening is based on S-P-F lumber, unless less otherwise specified
2, Incicates wheth-er s athirg is required one side only with interior covering, or ri>qulred both sides of wall with interior covering over siheatihirxg
3 Nails may either be 6d Common (i0113x1 5/8) or 8d Common MON 1 3/4). 8d nails yield better DSV's
4, Edge /Field spacing Edge fastening is into each framing member. Veen sheathing overlap onto rim joist is not used and 2/12 sthearwatl sheathing
fostering is required, it also requires double tarp and bottom plates
5 Numioer and minimum length of each shear wall section within each end wall,
6 indicates nu m bpr of framing members required each end of each shear section Maim um fraying as irdcated in tolde, header,
7 indicates the number, of rows ol" nails spaced @ 2" ac„ through file sheathing overlap onto ti-e floor framing
& Alternatively, screws may be used at x/y, where x--number of rows and y=mrber of screws per foot for each row. Correction is trough the bottom
plate into flaw, joists with minimum 2-1/2" penetration Vvn double plates are required per Note (6), make sure to increase fastener length
9. Top plate to rafter or ceiling joist is the spacing (inches o/c) with #8 screws or 0,131" dameter ruai(s with 1-3/8" minimum penetration into receiving
member,
10. For 2 stork 4. The 2x , factory instatled bearing plate at each end at the very top of the lower story must be fastened to the ceiling framing
with #10 x 3" screws spaced (incises on center) per table, Factory installed t4ote, cctun 10 is not displayed for one story or cape applicata-5
IL For 2 stories, an -site connection is required between the upper oM tower story using #10x3" crews (toed), installed through the upper storyerd
joist into the lower story, factory installed 2x bearing plate of the tower story, spaced per column 11
Special Notes Wth hinged roof, the truss above the end wall ( shear wall) must be sheathed after erection In the case of a porch, the truss above
the end watt at the main roof too porch transition, must be sheared for a minim fi of 48" length, anywhwere along the truss and fostered to truss
chords with 8d common nails spared per column "Porch Truss', Shea-Hng in spaces between the chords greater thiah 24" crust be stiffered with a 20
vertical member, fastened to shreatriing with the same nails at 2" ac
See Shearwall tables on other pages in this package.
Shear Wall General Notes
1, LSAB1 and 2 represent longitudnal shear, sections for unit with A and B end shearwallsLSCDI and 2 represent longitudinal shear sections for wit with
C arrd D end shearwalls, respectively, The table notes above (except (6)) apply,
2, How to read Roof Ila�a mg_Correction Tables Check "Did Fast'g" column If "N/A" is displayed no special fastening required in End Zone,Use the
required spadng colum for at least thre distance tabulated in the first non -zero cotuyr, -then the spacing in that column is req fired to the
oistance in the next column to -the night and so forttn or the Rec(d Spacing can be used thnx,rghxvtIf double fastening is required for any of the
shear wall conditions (AAC or D), the fastening must be maintained to the first truss at or beyond the distance shown in the first column (A)
of the single fastener spacing Jtalote, for the respective shear wall, or, when that cdumr is zero, to the first morn -zero distance of any of the
other columns (B to E) to a cistance of any of the other tabulated fostering regArements (WLrt-s B to E),
3 When Roof Diaphragm construction requires special fostering within the end zone(,), the fastening dsplayed is doubled, ie., 2 fasteners @ each location
Examptel DU @ 6/6 means 2 fasteners each at 6" ac field and 2 each at 6" oc perimeter, The fostering is required within eistance from the roof
end as ds layed (ft) or next truss `N/A' means the end zone fastening is the same as normal,
4. If the wind speed determined for the seismic zor} is higher than the speed from -the wind map for, the home site, it need only be applied to
construction mjArements for §-earwall, diaphragms and shreorwalt anchorage / foundation designs, It must also be applied to connections for wall to
floor and watt to roof, All other construction is to be according to the actual wind speed for the site
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FLOOR FRAMING NOTE!
1. INTERIOR JOISTS
ARE 2X8 #2 SPF
OR BETTER, '16"
O.C.
2. INTERIOR (MATING
LINE) PERIMETER
RAILS ARE DOUBLE
2X8 #2 SPF
3. SIDEWALL RAILS
SINGLE 2X8 Al2
S—P—F..
4. PORCH JOISTS ARE
2X6 #2 SYP PT,
16"
NOTE:
CHECK
CONFIRMATION AND
SPECIFICATION
SHEET FOR
CHANGES TO
FRAMING MEMB17RS
AND SPACING.
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62'P South Myrtle Ave
:Iearwater, FL.337fi6
USTING AG ENOY APPROVAL
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Notes,
1. MVAC duct systerub when installed,
or a aGndmailan or
R-6 In the roof attic,
wane are to be node
aVIVZI by means of
ar other cyst.,. as
he nanufacte-ers'
siructlonsce.a. plastic
anetatted In attic are supported by
t:he truss framing nwndaers and need
no additional supports. Register
boxes are fainted to Celllrg gypaun
and need no additional wea ement.
S. All duct mark Installed Outside
the conditioned envelope shalt have
a wlnlea m R-8 and be listed for use
as exterior aluet.
6. Return dk' balance (fro" roan to
roon) may be achieved through tyw lbnds
Irestoltatlon of -_UV ahucte (I, ualbs
ceilbq return air pathways) ,
undercut doors, and(or return air
ggplus.
7, AU gable endwodts shall be
braced In accordance with
Palm Harbor None's Florida
Modular Construction Manual,
8. All exhaust foes/vents
shall be ducted to the
exterior of the structure.
7. Roof ventilation may be
accomplished through the use
OF elther ventilated doves,
roof vents or rklge
ventilation. Either or all of
these methods may also be
used separately or In
combinatlon to provide the
minimum requireli roof
ventilation of 1150 OR 1/300,
& All air supply registers ore
adjustable, except where
otherwise specified on the
Plans (In telling 'Jump ducts'
for return air purposes are
NOT adjustable oral remain In
the *I" a open position).
9. All Return Air brills to be
21' x 26' unless noted
otherwise on the plans,
10, Roof trusses Installed at
16' o.c, maximum spacing are
allowed in buli des!ggned to
comply with a moxlmum 180 Vult
mph wind load, Mndloods upto
and Including 150 Vult mph are
24' D.C.
Truss Rein3rcement
1, FOR TRUSS REINFORCEMENT AT GABLE ENDS SEE PA15il--810 OF THE FL MODULAR MANUAL
2, FOR TRUSS REINFORCEMENT !IT PORCHES AND EIOD'ZONES) SEE PAGE PA150-3 OF THE FACTORY'S MODLAR MANUAL.
Minimum Return Air Path,
3. The lninkaum return air patch Is determined by the total cFm's delivered through supply duct Into the space closed off from the main return, Return duct and grill capacities must be equal to or
greater than the cfn's delivered into the vpace,The following are acceptoble methods of return air- provisions and may be used In combinatlon.Each method Is described In detail below.
a) In --ceiling return air grills
b) Return air, grills In wall* RIDGE BEAM: 4 LAYER OF 15/32" x 16" HIGH (3 LAYER /3 PLY) PLYWOOD ALL PLIES, GROUP 1 (32/16 INDEX)
c) Openings above door and/or walls without grills.
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walls
Factory 2x floor joist
Module /
mating /
line /
IA
Air
in`iiiration/exfiltratlon
gasket
f
I :.
11=_III-�
.II—_iII�
=Ili= -III-
d
d
Girder' shown is typical for pier set,
conditions. Contact factory for /
actual girder buildup for your project. /
FASTEN GIRDERS TOGETHER WITH /
#8XL"SCREWS OR 8" LAGS PER /
CHART, STAGGERED PER BAY. MIN. /
PENETRATION INTO RECEIVING MEMBER /
= 1 1"..
/ Factory 2x floor joist
�---- � Air
Site installed pressure treated i infiltration/exfiltrall
sill plate W typ. per site j k t t
contractor
Site installed typical
poured concrete, CMU,
design by others
i`I I I -I
TPA==1 11=
=1 I I-11
iterconnection @ F'loorGirders
walls
gas e , ypically
i installed on one
per 1 module face at the
factory.
_
#8 Screws inches O.C.
3/8" La Igpsinches O.C.
MPH Vuit Exp. D
Up to 164"
floorwidth
Up to 184"
floorwidth
Up to 164"
floorwidth
Up to 184"
floorwidth
150
7
5
5
31/2
160 -
6 3/8
_4 3/8
5 3/4
3 7/8
170
5 5/8
3 7/8
3 7/8
2 5/8
180
5
31/2
3 3/8
2 3/8
208
3 5/8
21/2
2 5/8
_
2 7/8
Module
mating
line
le
Girder shown is typical for full
stemwall or poured concrete set
condiitions. Contact factory for
octual' girder buildup for your project.
FASTEN GIRDERS TOGETHER WITH
#8XL"SCREWS OR 8" LAGS PER
CHART, STAGGERED PER BAY. MIN,
PENETRATION INTO RECEIVING MEMBER
= i I"..
�i `,,Site --installed 2x pressure treated
sill plate & joist bearing (See
Note 2 below)
j Site installed typical
poured concrete, CMU, per
I:• ,....I design by others
J _
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JJ Notes: F, I —_I
J 1. Installation contractor shall take care to prevent air
J infiltration/exfiltration. If the factory installed gasket is
J damaged or segments; missing, it shall repaired, replaced,
or the use of other methods of envelope closure shall be
J used, i.e., expanding foam, caulking, durable tape or
sheathing, or a combination of these methods.
J 2. 2x sill plate (min. 2x8 PT or wider,) must provide a min. of
J 1 j" for floor joist bearing. Face nail sill plate to pe4meter
J rail with 0,131x3" nails 8" o.c. Must use corrosion
resistant fasteners with pressure treated lumber.
MAY 082.017 c
> v.
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Notes:
2.
TYPICAL. CONNECTION OF MODULES_ AT ENDWALL"�
Fasten modules
together @ endwalls
w/ screws or nails
@1 8" o. c. or A"
lags © 12" o.c..
Endwalls are connected using sc�ews, nails, or lags as shown. \
This connection is typical regardless of windspeed or roof load
design. Fasteners may be toed through sheathing. Lagsare5/16"x5"
. Scmlvs aae9 #8x4" (May be toed) NaUs am 0.131x3 %:" (may be fved), min. 1
peaustration onto Imemng manber
installation contractor shall take care to prevent air
infiltration/exfiltration. If the factory installed gasket is damaged
or segments missing, it shall repaired, replaced, or the use of
other methods of envelope closure shall be used, i.e.„ expanding
foam, caulking, durable tape or sheathing, or a combination of
these methods.
Endwall/mating wall configurations on some models prevent the
interconnection of the modules on same: plans. on those plans,
the endwalls are designed to be "stand alone" walls and no
Air
infiltration/exfiltration
gasket, typically
installed on one
module face at the
factory.
�- Rot/
MAY 0 8 2017 i
I
0
Fixed Roof Module
Interconnection
Module
mating
line
Peak rails
Fasten mating line peak rails together -
with #1OxL" screws (L= rnin.
penetration into receiving member of
1 1 /2". Typ. 421 screw)
(Module Interconnection @ Roof Peak
_ #10 Screws inches O.C.
W1PH Vult
Exp. D
Sheathing
securement
to Rail
(factory)
Site Screw
Spacing Raul to
Rail End Zone
(3')
_
Site Screw
Spacing
Rail to Rail
Int. Zone
150
2 3/4
5 3/4
9
160
2 3/8
5
7 3/4
170
2 1/8
_
4 3/8
7
_ 180
17/8
3 7/8
61/4
_ 208
13/8
-
2 7/8 _
4 5/8
Mating
walls Air infiltration f exfiitration
gasket, typically installed on
one module face at the
1\1otefs: factory.
1. installation contractor shall take care to prevent air
infiltration/exfiltration. If the factory installed gasket is damaged
or segments missing, it shall repaired, replaced, or the use of
other methods of envelope closure shall be used, i.e., expanding
foam, caulking, durable tape or sheathing, or a combination of
these methods.
MAY 0 B 2017
I
.gin o;
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VERTICAL VINYL SKIRTING ( canq*nent■ & installation )
WALL
TOP FRONT f
Snaps Into top back to hide screws and panel cuts FLOOR
TOP BACK .
Attached with 3/4" screws 16" apart
VENTED PANEL
3.9 Incas per foot of ventilation f— BLOCK SUPPORT
secured to top beck and bottom rail with 3/4" screws 16" o/c
BOTTOM TRACK'
c o group w 7" galvanized nail 19" o/c
If sandy soil, then attach to ground 8.5" o/c
'ALL PANELS ARE ACCESSIBLE BY REMOVING TOP FRONT AND PULLING UPON PANEL
Vinyl skirting installation
Here's everything you'll need to add that finishing touch to any foundation. ABTCO Vinyl
Skirting is engineered to fit together precisely, for a professional installation every time.
Installation is quick and easy
Before you begin your skirting installation, you will need to gather a few household tools:
Hammer, chalk line, tape measure, tin snips or aviation snips, and plumb bob.
1. Install the vinyl ground channel directly under the outside 2. Install the back skirting trim. Snap a chalk line at the bottom of
edge of your home, using galvanized nails. Use a plumb your home to mark the position for the back skirting trim. Nail the
bob to determine exact location. trim pieces to the home using the nail slots. Make sure you place
the nail in the center of the slot and do not hammer tightly.
3. To go around corners, bend the back skirting trim at the 4. Measure the skirting panels to the proper height, subtracting 1/4"
comers of the home and continue nailing. Do not cut, for expansion. Cut the panels to size, using tin snips. Slide panels
over the back skirting trim and into the vinyl ground channel,
interlocking the panels as you install them. To form corners, bend
but do not cut the panels.
5. Snap the front skirting trim into place to hold panels
securely. To form comers, do not cut the panels, notch
and bend the panels. Follow the special guidelines shown
in illustrations 6a and 6b to finish the skirting trim at the
corners.
6. a) Cutting outside corners.
Determine the location of the cor-
ner and cut a 51/8" section from
the top edge of the spring lock.
In the center, cut a "V" 3/4" deep
and 1 1/8" wide at the top edge,
and a small "V" cut at the bottom.
Bend the front skirting trim and
snap It into the comer.
6. b) Cutting inside corner
To cut the front skirting trim for
inside comers, cut out a 1" or 2" tab
in the top edge of the spring lock
and make a small "V" cut through
the bottom lip. Bend and snap the
trim piece into place. y
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,,FACTORY I -BEAM
.T. 2 X8 WOW CAP
8"X8'XIS' CONCRETE
�— '•,A ASONRY UNITS
Z (DRY -STACKED)
m A PIER
F-,
^OR
17' . 25'
GRADE COVERED WITH BS PAD
FILM
POLYETHYLENE 3000# CAPACITY
NOTE: PIER TYPE "A' OAS A
MAXIMUM HEIGHT OF 34 FROM
GRADE TO TOP OF P.T. 2 X 8
P.T. 2 XS WOW CAP
8'XWXI6' CONCRETE
•i I;4,• MASONRY UNITS
B IER „B„
GRADE '� i •,
13' X 26'
as PAD
2375/ CAPACITY
NOTE: PIER TYPE "B" V A
MAXIMUM HEIGHT OF 48 SGM
GRADE TO TOP OF P.T. 2 X B
STRUCTURAL LOAD LIMITATIONS'
CODE EDITION: 2014 FLORIDA BUILDING CODE (STH EDITION) 8, AIDE 7 0
1. ULTIMATE DESIGN WIND SPEED:
180 mph WINDSPEED
2. NOMINAL DESIGN WIND SPEED:
124 mph WIND SPEED
3. WIND EXPOSURE CATEGORY: "C"
4. IMPORTANCE FACTOR: 1.0
6. DESIGN ROOF LIVE LOAD:
20 PSF
6. DESIGN FLOOR LIVE LOAD:
40 PSF
7. MIN. ASSUMED SOIL BEARING CAPACITY: 1500 PSF
8. OCCUPANCY CLASSIFICATION: R3
9. CONSTRUCTION TYPE: VB
10. THIS BUILDING IS NOT DESIGNED FOR PLACEMENT IN A HIGH
VELOCITY HURRICANE ZONE AS DEFINED BY THE FBC.
11. THIS BUILDING IS NOT DESIGNED TO BE SUBMERGED OR
SUBJECTED TO WAVE ACTION WHEN LOCATED IN A FLOOD
PRONEORZONE ApEA. THE BOTTOM OF THE STRUCTURAL
I-BEAMPLANE MUST BE LOCATED ABOVE THE BUILDING SITE FLOOD
PLANE LEVEL FOR THIS BUILDING TO BE LOCATED IN A FLOOD
SITE MUST BE ABOV
PRONE OR ZONE AREA OR THE THE GRADE AT THE BUILDING
E THE FLOOD PLANE LEVEL
O.C.
-5- SGD (END)
SGD (START) 29'-2' 71 WINDOW
(ENO)
rs am— _ .
��Ar L� / rfi �r r,e��I'ra� Aria r•r�A ��r'r e� A r,�s. ..
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%I�% %RE Ir',% %l/, LIr1I, r;d/ L;A;A /IAIA .klh Ikil
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1894 LBS.
3912 LBS.
71"J", 7-J u.0m 'ram°J P'J 'rl':J 7 J 0_J w 0-2 m 4094
6164 LBS.
6080 LBS.
O1660
IPA %+0
AINA !n'I, AU'l. Ab'A A;r'E A;r'h r;h Air;/, 8:1
O
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o ® 11
GROUND ANCHOR SHALL HAVE A MINIMUM
WORKING LOAD OF 3150p AND A MINIMUM
47230 ULTIMATE LOAD CAPACITY.
ASTMA-36 (GROUND ANCHORS)
MINUTE MAN ANCHOR- GALVANIZED AUGER
MODEL N MMM 650-OH 3/4
3/4" X 48" SHAFT WITH SINGLE G" DISC
(48 INCH MINIMUM ANCHOR SHAFF EMBEDMENT)
FOUNDATION NOTES11 � " . I
1. BLOCKING POW BASED ON 2OPSF LIVE LOAD ON ROOF AND 1500 PSF SOIL BEARING CAPACITY.
2. CONCRETE BLOCKS ARE ONLY RATED AT 8000 POUNDS, 8000 POUND PIERS OR HIGHER MUST BE
DOUBLE BLOCKED.
3. ALL SIDEWALL ANCHORS ARE SPACED PER PLAN AND FOUR FOOT GROUND ANCHOR MAY BE USED.
4. WOOD SHIMS MAY BE INSTALLED WHEN NECESSARY BETWEEN THE I -BEAM AND THE TOP OF THE PIER. SHIMS SHALL BE FREE OF
KNOTS, SPLITS, AND SIMILAR IMPERFECTIONS. SHIMS SHALL BE OF P.T.LUMBER, CEDAR, OR SS AND BEARING AT ALL CONTACT
POINTS SHALL NOT BE LESS THAN 213 OF THE BEARING PRIOR TO ADDING THE SHIMS.
S. ALL TIE DOWN ANCHORS SHALL HAVE A MINIMUM 4,725 I.B. ULTIMATE CAPACITY AND SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS.
6. THE STEEL FRAME OF HOME IS NOT FOR USE OF RELOCATION OF HOME AFTER SETUP, AND IS INTENDED FOR USE S A PERMANENT FOUNDATION.
7. ALL PIERS SHALL BE CONSTRUCTED OF 9'X8"X 16"CONCRETE MASONRY UNITS CONFORMING TO ASTM C90.
B. INSTALL BLOCK PIER ON EACH SIDE OF ALL EXTERIOR DOOR OPENINGS.
9. I -BEAM SUPPORT PIERS MAY BE INSTALLED LATERALLY (90 DEGREES FROM THE ORIENTATION SHOWN ON THE FOUNDATION PLAN). MUST BE
BELOWLOCATED DIRECTLY
10. ALL MASONRY PIERS N MAY STALLED IN A DRYSTACK SUBJECT TO LOCAL JURISDICTION
LEGEND SYMBOLS
o F.T. -FRAME TIE -DOWN FASTENED TO GROUND ANCHOR
17.5'SQ5.5"ABS PAD = 3000 LBS. CAPACITY G.A.
-COLUMN ANCHOR STRAP FASTENED TO GROUND ANCHOR
®® 13"X26' ABS PAD = 2375 LBS. CAPACITY
'\•LONGITUDINAL ANCHOR STRAP LOCATIONS
(3)17.5'x25.5" ABS PAD = 6000 LBS. CAPACITY
(TOP PAD IS LAID IN THE OPPOSITE DIRECTION
TO THE BOTTOM PADS)
'-4' D.C.
OUTRIGGER
FLOOR JOISTS
FRAME
�.T. 2X8 WOW SHIM
8'Xie" NU BLOCKS
DRY STACKED
MAIFSINE WALLS I I I III AVIRX BRACKET OR EQUAL FASIENED TO PERIMETER RAIL
{
]
2XB . MIN. PERIMETER RAL
FlNISHEB, G�RPDE 11.. SfEELCSITR, PPING 109.000
35* 05MIMI M THICKNESS
S OR/pNSTMUSS5 R.002 Ih.
((PpLpII - 0.
Z
Z ZINC
TN M TANRREEpNx(0 123-89A • 6
OUNCES PER SQWRE FWTT PERT SS E 4750
NAMED EVERY
12UTO 5 INCHE58(MMIUF REM
m
AND ASTM SPEC. D 953-91 , 1 1 4' WIDTH.
GROUND ANCHORS SHOULD BE
21I-NIL
CERTIFIED BY A/ PROFESSIONAL ARCHITECT
TR6GIIINNG RV BROIFA ORNATIONALLY
p THEAA INIIAUM UL711MTE
MINIMUM POLYETHYLENE FILM
5'-4" O.C.
LLp7Mp CCApPACITY SHOULD BE AT LEAST EQUAL TO
JOINTS SHALL BE LAPPED 12-INCHES
MAX SPACING
eD L85.
AND SEALED WITH ADHESIVES.
Senyb Engineering Services
318. S. ScenicSte, 700
Lake Wales,, FL 33853
FL
THESE STANDARDS AND PLANS MEET
THE 2014 F.B.C.- RESIDENTIAL rSTH EDITION)
" .
DRAWING INFORMATION
CUSTOMER: JACK CROUCH
ADDRESS: 8280 GERMANY CANAL RD., PT. ST. LUCIE, FL 34982
DESIGNED FOR 20
PSFROOFUVELOAD
Vuv =ULTIMATE DESIGN WIND SPEED= 160 MPH(RISK CATERGORV II BUILDING)
NAME:
MODEL#340TL406848MO: 40'-0"x68-0% TRADEWINDS(MODULAR)
AND 1500 PSF SOIL
Phone: 863d,89-5980
DESIGN WIND SPEED=124 MPH (RISK CATERGORV II BUILDING)
VABLE
MeJ
BEARING CAPACITY
Fax:1-866-865-2044
(TABLE 16093.
Wkw
(� A f
FOUNDATION PLAN ANDDETAILSf�(P
-, 7'
DATE:
MARKV.RICHTER,P.E.#56196
316 E. SCENIC HYWY, S,E. ,°°
- '' -"'`' :e=
a3atnan
PROVIDED BY '-IIr
SENYB ENGINEERING SERYICE�§
I'
SCALE:
NOTPRINTED TO SCALE
®armlw. mu
LAKE WALES. FL 33863
OFFICE: 88&6B939W
_A " ""`y"c ,Pe"p
LAKE WALES, FLORIDA 33853
SHEET OF
LEGAL DESCRIPTION:
The North 275.58 feet of the South 2310.58 feet of the East 790.00 feet of the West
890.00 feet of Section 29, Township 36 South, Range 38 East, St. Lucie County, Florida.
LOT AREA: 217,585 Sq. Ft.; 5.00 Acres±
STREET ADDRESS: t/b/d Germany Canal Road, Port St. Lucie, Florida 34987
Revised: Edit residence type, add proposed drives FAPQHelnt stvE1IualelCounty
Revised: Edit proposed septic layout, label proposedE"tqfdne"aPP"tt117.
Site Plan Approved for Construction
Supersedes All Previous Site Plans for
CERTIFIED TO: DSTDS #0-SF17L 7o69 & Well #3'7-26/79
JAKE CROUCH Date: 2 /�
(Reviewer.
60
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I INE)
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SURVEYORS' NOTES
1. Bearings shown hereon are based on the East line of subject property as
platted and bears S 01°00'20" E.
2. Written dimensions take precedence over scaled dimensions and distances are
not to be scaled for construction and/or design purposes.
3. All distances and bearings are as field measured and are coincident with
"PLAT" and description data unless otherwise noted.
4. This drawing is not valid without the signature and original raised seal of a
Florida licensed Surveyor & Mapper.
5. This survey is based upon a description furnished by the client, there has been
no search of the public records done by this office.
6. Property lies in Flood Zone "X" per National Flood Insurance Program Rate Map,
Community Panel Number 12111CO250 J, a non printed panel.
7. This survey is not covered by professional liability insurance.
8. City water & sewer are not available in this area.
9. No underground utilities or improvements were located unless otherwise shown.
10. Elevations shown hereon are based upon an assumed datum.
11. This plan information to be verified by contractor prior to construction.
(OCCUPIED)
S8900911911E 790.00'
tO �
PROPOSED 1DRIVE It
�tyo &CULVERT ; I\
a0'�°
x
xp
-PROPOSED 16' DRIVE
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CULVERT i o x
East of
N----
------------------/
--------------
-- the West 890'
x xx9
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i 643.63' ____
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TOP OF WATER
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ELEVATION
x
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-15
ON 12-15-15
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OPEN AIR SHELTER
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ho . DOE
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MARCH 20, 2017
Date of Signature
x
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WILLIAM B. BENNETT
Professional Surveyor & Mapper
Florida Certificate No. 6353
LB No. 7608
N89009' 12"W 790.00' (Deed)
(OCCUPIED)
LEGEND
CL =
CENTERLINE RIGHT OF WAY
CONC =
CONCRETE
EP =
EDGE OF PAVEMENT
PWF =
POST & WIRE FENCE
FIRC =
FOUND 5/8" IRON ROD
FIR =
FOUND 5/8" IRON ROD
& CAP (UNNUMBERED)
(UNNUMBERED)
-OHE-=
OVERHEAD UTILITY LINES
=
SPOT ELEVATION
0 =
WOOD POWER POLE
kook
—X— =
POST & WIRE FENCE
E — =
POLE ANCHOR
FFE =
FINISHED FLOOR ELEVATION
± =
PLUS OR MINUS
E =
ELECTRICAL SERVICE
Vicinity Map
(Not To Scale)
10 60
FIR .�•
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4'PWF
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p^. O
x
__ _ __________________ __I___________^O_________
PROPOSED MOBILE HOME xk
Proposed Minimum FFE=51.80 yo
(18" Above Highest Road Crown) 105.96' LO
00
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ro ro PROPSED
2 I tLIMITS OF x WATER LINE o U cv1
20'x3l' u, N p
1 j DRAINFIELD 40.0' 107.15' N p
a
41 2' O so
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-- -N
I x 100'
80'-' X9'x
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(0.9'N,0.6'W)
Date of Last field work:12/14/2015
MIN
Iwe n n e t t
Bennett Surveying, Inc.
107 Augusta Court
Jupiter, Florida 33458
tel: 772.336.4933
email: bennettsurveying®yahoo.com
Boundary & Site Survey
Prepared on the order of:
Jake Crouch
Field: LM/ J No.: 15-1123
Drawn: LKI 146refTAIh/21015
Scale: 1"=60' She
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Upl. Frunlh Uvers
Bedroom #4 A
136.9 SF
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FDOH in St. Lucie County
Environmental Health
Site Plan Approved for Construction
Supersedes All Previous Site Plans for
OSTDS #5G-A4- /7Wa6 9 & Well #
Date: 0z.,a /
Reviewer:
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