HomeMy WebLinkAboutBOUNDARY SURVEY & BUILDING PLANw
3
GRAPHIC SCALE
( IN FEET )
1 inch = 30 ft.
FND IRC
POSSIBLE
ENCROACHMENT
MES/STORM PIPE (3.9' EAST)
N89'32'00"E
636.84'(C)
636.99'(P)
LOT 21
POSSIBLE
ENCROACHMENT
WPP/OHU (2.8' SOUTH)
2' 1
POSSIBLE
ENCROACHMENT
WPP/OHU (0.6' SOUTH)-
FND IF (NO ID)
(0.1' NORTH,
0.4' EAST)-\
-STORM
o o �F ❑
❑
_ ❑
--_-_ 0 �--- O --
o o
I 00
❑
Q
16 °
0
25.7'
EXISTING m
FENCE TIE
I
n
J
o�RESIDENCE"CO
(0.6' EAST)
°
°
" EXISTING
FFE=101.6'
LOT 20
7.2'
249.2'
t88.2'
ALUM 49.9
BLOCK A
7A'
SHED
- - - ---
PROPOSED - -
m- EMETAL
N
B�AB
-I��
24.0 -
ADDITION
Q STORM
.- -
BUILDING
Iwo
n
o
PROPOSED
bi U
a9.9'
LOT 19
M
24.0' N
FFE=101.6' 225.1'
a
202 6'
IL)
N v
0
BLOCK A
o
Is.r "-
f 2' GRAVEL
o
O
351.2`
-
DRIVE
O
00 p
FENCE TIE
N
o
- -
z CD
(1.5' WEST)
"�
N
_.
FND IP (NO ID)
�-
O - O O O O O
-.
FENCE TIE " FENCE TIE -71-
FENCE TIE
-STORM
S89`32 00 W
(0.2` SOUTH)
(1.1' SOUTH)
(2.0; WEST)
o
FND IRC 7025
FENCE TIE
637.07 (C)
(1FON SOUTH)
"
"
(0.3; NORTH,
_. ., _.
,1
1.3 EAST) _ _ - �, 637.09 (P) -
.,....
I
CERTIFIED TO: 3
I
DAVID A, GREEN AND AMANDA G. GREEN, HIS WIFE LOT 18
�
EDWARD W. BECHT, P.A.
RANGE COMPANY
OLD REPUBLIC NATIONAL TITLE IINSU EES OF THE ONIFIED CREDIT TRUST OF U/W OF PAMELA L. DRAWDY
TROY DRAWDY AND JENNIFER POTTORF, AS TRUST
DESCRIPTION
LOTS 19 AND 20, BLOCK A, TROPICAL ACRES, ACCORDING TO THE PLAIT
THEREOF, AS RECORDED IN PLAT BOOK 8, PAGE 20 OF THE PUBLIC
RECORDS OF ST. LUCIE COUNTY, FLORIDA
- POSITION
SAID LAND CONTAINS 1.46 ACRES, MORE OR LESS.
SURVEY NOTES
1. THIS SURVEY IS NOT VALID WITHOUT A SIGNATURE AND ORIGINAL EMEOSSED SEAL
OF A FLORIDA PROFESSIONAL LAND SURVEYOR.
2. DESCRIPTION PROVIDED BY CLIENT AND/OR THEIR AGENT.
3. THE LAST DATE OF FIELD WORK WAS MAY 16, 2013,
4. UNDERGROUND IMPROVEMENTS AND FOUNDATIONS WERE NOT LOCATED AS PART
OF THIS SURVEY.
5. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE OF LOT 19, BEARING
S89`32'00"W, PER PLAT. ALL BEARINGS ARE RELATIVE THERETO.
6. ALL BOUNDARY INFORMATION SHOWN IS CALCULATED PER PLAT, UNLESS
OTHERWISE SHOWN.
7. PROPERTY LIES IN FLOOD ZONE X, PER MAP 12111CO175 J, DATED 2 16-12.
8, LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS, SETBACKS,
RESERVATIONS AND RIGHT-OF-WAYS APPEARING IN THE PUBLIC RECOR S.
9. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE
SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT IPF THE
SIGNING PARTY OR PARTIES.
10. OWNERSHIP OF FENCES IS UNKNOWN.
RICHARD C. LAVEN URE
FLORIDA PROFESSIONAL LAND SURVEYOR # 5209
R E V I S 1 0 N S- BY DATE
BOUNDARY SURVEY RE-CERT MWH 5/22/13
/ ADD PROPOSED IMPROVEMENTS JOE 2/116/18
PREPARED FOR
/(6jIB
DA = DAVID A. GREEN & AMANDA G. GREEN
BY
DATE
FIELD
MWH
5/16/13
ALCS,
RCL
5/15/13
DRAWN
MWH
5/20/1,3
CHECKED
RCL
5 20/13
FILE REF,
FIELD BK/PG
13,2284
13-227/26-28
CALCULATED
LiJ .CL
.14- -'d
r7 U
O 0
00
0CD
�0
a
W
z
CONCEALED FBTEENE€BORATTACHMENTS
ARE THE tPONSIBUTY OF THE
. CONTRACTOR OF RECORD
TERMITE TREATMENT REQUIRED
7
S BNYNED
Studs
19 4,- Q 3 ;Zq
F
IE COUNTY
G DIVISION
IEWED
M ND PER 1EPT ON JOB OR
ON WILL BE MADE
PROJECT BENCHMARK
EL = 100.00'
(ASSUMED DATUM)
aCn
LEGENDD
z�
J� = CENTRAL ANGLE
`�✓
R = CURVE RADIUS
L = CURVE LENGTH
i
(C) = CALCULATED
(P)
= PLAT
(R)
= RADIAL
FND
= FOUND
- -
POC
= POINT OF COMMENCEMENT
POB
��INT OF BEGINNING
PRM-=
PERMANENT REFERENCE MONUMENT
CM
= CONCRETE MONUMENT
FFE.
= FINISH FLOOR ELEVATION
w
z73
EL
= ELEVATION
3
FPL
= FLORIDA POWER AND. LIGHT
CHU
OVERHEAD UTILITIES
NO
= NAIL AND DISK
P.ILS.
= PROFESSIONAL LAND SURVEYOR
LB
= LICENSED BUSINESS
P:B.
= PLAT BOOK
PG.
= PAGE
R/W
= RIGHT-OF-WAY
D.E.
= DRAINAGE EASEMENT
IP
= 1/2" IRON PIPE
HDCP
= HANDICAP
ALUM
= ALUMINUM
CBS
= CONCRETE BLOCK STRUCTURE
SF
= SQUARE FEET
= CURB INLET
= CONTROL STRUCTURE
O
= SET #5 IR & CAP LB.7056
= METAL LIGHT POLE
= WOOD PILING
= WOOD POWER POLE
(-
= GUY WIRE
CONC
=CONCRETE -
WPP
=. WOOD POWER POLE
D.U.E.
= DRAINAGE AND UTILITY EASEMENT
= FIRE HYDRANT
D4
= WATER VALVE
pd
= SANITARY VALVE
D4
= GAS VALVE
TOB
= TOP OF BANK
ORB
= OFFICIAL RECORD BOOK
PG
= PAGE
RCP
= REINFORCED CONCRETE PIPE
AC.
= ACRES
❑
=DRAINAGE STRUCTURE
QS
= EXISTING SEPTIC TANK
Q
= EXISTING WELL
IR
= #5 IRON ROD
IRC
= #5 IRON ROD AND CAP
0-0
= 3/4" BACKFLOW PREVENTER/WATER METER
-STORM-
= EXISTING STORM PIPE ,
-W-
= EXISTING WATER MAIN -
-FM-
= EXISTING FORCE MAIN
-GAS-.
= EXISTING GAS LINE
Q
= DRAINAGE .MANHOLE
p
= WATER METER
-x-
= 4' HOG WIRE FENCE
-o-
= 5' WOOD FENCE
-°-
= 4' CHAIN LINK FENCE
®
= MITERED END STRUCTURE
MES = MITERED END STRUCTURE
LAVENTURE & ASSOCIATES, INC.
PROFESSIONAL SURVEYING AND MAPPING
VT " 2552 PETERS ROAD SUITE D
FORT PIERCE, FLORIDA 34945
LB 7056 (772) 398-6430 PHONE (772) 398-6426 FAX
DATE: 5-20-13
SCALE: 1"=30'
JOB No, 13.2284
SHEET 1 OF 1
Safe Load Table Notes
1, All values based on minimum 4" nominal bearing,
xceptions $416 loads for unfilled U Ilntals moat
a reduced by 20% if basting length Is lass than
91/2,
2.. N,R. a Not Aated
6, safe loads are superimposed Allowable loads.
On
e 07 oboe I yllnb* substi utad for two #6
6. All safe loads In units of pounds per Ilnler foot,
6, ,all safe loads are based on simply supported spare.
I. Safe load ratanr� bsa on rAtfonal design snplyel4
per AC l 3t8 stir ACi 0,
a IIMtir'
W W.
installation Notes
t, Installation of U Iintsle Must damply With architectural
endlor structural drawings:
2, U lintel$ can be field out to the required length,.
Uaatt I alai a concrete a bbprovided In composite
In n eu concrete masonry units,
4, The exterior surface of u lintels installed i�n extarlqr
concrete masonrryy wells $hail h ve re title f a141odo
applied in acoordailoe with Al01M • 2 or oil her
approved coating,
5, Concrete
be icretin a rn� n titnd� in COMP0e11e U Ilntei shall
0. Shore composite llntelo as roOulred,
7, U lintels are maartufootured with a 5 119" lonng notch at
both anO to eccoModate vertical cell ralntoroing and
grout
Cast Crete Lintel Schedua e
Composite U Lintel Material
1, grout per A'3 M 8 0" gas x3 t pal with maximum 3/8
Inch aggregate and to 11 no slump.
2; Rotor pet A$TM A615 Grade 60
3, Concrete maacnr� units (CMU) per ASTM 090 with
minimum hot are strength a 1000 psi
4: Mortar per A$TM 0870 'type M or 2
MARK LENQTW OF
ALLOwkeL^
IlIiAVri`( tCA7
kPF I_G
GRAVITY LOAD
A LA
UptIPf LOAD
APPLIED
WR.lFi LG
aLNTEL EAM $PC*
L-1
4'b6"
8672
422
4292
466
6p24.18/1T
L•2
5'-11Y,
Goss
422
3296
466
8F24.1B/1T
L•2
T•2"
6744
280
2442
1n
6FPF22-1B/1T
Mims Beam depths shown, beams may be Inoreased without oommeht
At Llntele over 24" deep provide (1) 04 vertioal rebar
at 24°o,o, sllong length of lintel
New Ridge Is to be
Egyal To or a Pew False Gable End
To$ Lewer th FBoof on Main $ an
the Maln Mouse Ridge Hardie Plank � 'Crusses to he removed
12 — f
4 II—
Truss �rng n
�-
y.t bx
,IP
42;A
_ 444.0 ,174.
55,0
Front Bevation
a
GroWt Plilad Coil
Irr xlatinp CBS
Udall -\
r'9"
N pehi'
3�•0" j'ag" 3'�t3°
nIl
i
SIB HA?R
t2BTAl
"
Remove the exlstirrsg
windows and framing I
s.h,
f newCc,...�.��25 ----_-
"
Iiju
�i *Tells In he thgqlatai r �
of t,a new edditlon
J
Pamlly
2112 Voult Calling
2R
L-1
I
I
I
INN.
50 oor
witth (9? ire
ire
— 25
s,h.
fi
I Lp,
ea
Entry
4'•4" CI
from FF
Wood Ceiling
4-3°�`-
8, i „
Nicer Ran
scab: 1/4¢-z 1,_C" — —
EXISTINO
1 $.
S:
R
9
8
1 D
8
N
0
xlstin Deco: Columns
a?n ructur l) and
se Cable oaf above
to be removed
I
I scale: 1/8" . 1'-0"
I
I
I
I
I
(2)2x12*m
onsx5Pt' ale
35
s.h,
iM
100r .Cal L04d calculations
$20 Living SA at 3 VA 960 welts
900W/120N%0,0Amps
er�l>sol o nettr c toot teartffr�o Ali
aI
PCI4diAl arthrb � loada are t
ITS-E+ ea o
XQ611.100 FM 0 moassao uGH-r Wff�l LENS
A" 12OV 10INGLIF PHASE 15 & 2Gt AMP! EIRANCM CeIROUIT43 SUP+PLYINL`
0IJITLONINS THAT ARE NOT GF01 MLIOT 010 AFOL �
TAAMPIM PROOF REOF-F"ri0ALRO MUST 011 INBTA6LMp IN 190 VOLT, 01INGla
PHAIIIIIII 18 & 20 AMP" OPIANOH 01190LIMS
Prf7Ject Name: Mr, David Green
Street Address; 1443 Dusk Way
City: Ft. Pierce
County: St, Lucie
State; Florida 1,
Residentialull
2017 Florida BWdlhg Code;
2014 National Electric Code
Design Loads
Wind Spoed,;! MPH
Win• importance v, t,.#I
Building: eg
Wind ..
Internal Pressure
SitructureDesigned:i"w!'
8oll bearing capacity,00 1.
PorchScopq of -Work
CC
New 0138 Entry ��� Room and Front W
Ii+�
.�;
� � L
Data :,"
Ali
Occupancy Type: Group R
Construction Type:
Number.. one
J ;
B s
A "
Area Tabulation
y
,Living: ; 0 ?
Entry,60
Total: 480
TERMITE TREATMENT REQUIRED
Uj IN,
Weatherinq
Negligible
wNl
Flame �!Iipread Index : $Toke Developed Ingil iR
InsulationSpread:Not aexceed26
insulation Smoke Dovelopoo index: Not t0oXCOOC1450 01C
Wall Finishes: Not greater than 200
00111no Finishes: Not greater than 200
W m
giilof' dal Plan
seal*
PRODUCT APPR VA
AWovai
Number
Pr,
M091 Number
Me if�f rr
Glass
TYPODesign
Atteohmw Method
Building Rated
Product Rated
Pressures
Dos4ri F'rosaures
Weed; 3" max, from a more tt ti) At center, Jambs:
-�,., - •.�.�.
i
FL# 17490.1
S.W. Windows
1135 ; rI
MI Windows
Impact
3" max from corners (9) equal epaoed at each Side of
meeting tall. Wee 3/1G Tapeon with 1 1/4 embedment
+44,0 •56,0
into concrete
FL#: 5891.2
306at
Swing Doors
Qpaqque
Fiberglass
Th6rms•Tru
NAN
8" from corners d 17,21a,a, (it Jamb# 4 Head
Liss 1/4" Tapoah with 1 1/4" embedment
+441,2 .594
+/• 07.0
J
Into concreteApW
oval
Number
Product
ModelNumberiehufaoturar
Attachment Hotrod
_
Building Rated
Product Rated
resign ressuros
Design pressures
FL#; 1165f.1cgfing
5V Grimp
Gulf steamuppiy
#9-15 cooro#lon resistant fastener with sealing wa#her# In panel rib with
_
- 1085
—
—
1/4" min, embedment In plywood at 121o.o.
FL#: 13265.1
Soffit
Vented
James Hardie
Ed bare#Ion resistant siding nails 4"oa, along edges and Intermedlate
framing members,
+s8,0 •85.tD
+112 •3> ,2—T
Mir. 0/8" distance frczm penal edge and mint" from edge at panel Iolpts
1 1/4" long No, 11 GsUgs Galy, Roofing Nall with full round head to
FL#,.131OU
Siding
Lap siding
James Hardie
penetrate furring 11 5 3/9"oc. Vertical and e"o,c, H02, with lli& min, edgy
-421
• e20
distAhoe and a max 2' ed distance
CONCEALED FASTENERS OR A7ACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTgACTOR OF RECORD
a.1. I Weh
3114/1>3 I Comments
ek
checked
01.
date
IWAB.-,-
..... e0ew
e �edns'°d
Ice roA*or
17gBd
%hW
Awl
,
Cl��it31S% kvE-Li^N L I�IV� kk,AN�� 5Y
M,
MAR 14
2 x 4 blocking at, 4'R0"o.C.
starting from ridge.
(2D
both top and bottom cords
for two truss spaces from
gable and I I
See truss shop
drawings
BEAM TO6x4 /
(1) MT812 with (14)
10d x 1 1/2" Typical
6 x 6 BASE TO,CONC.
�1� ASU66 Post Base with
1 6/8" dia, x 8" Wed e
Bolt to Concrete and lfM
16d to 6 x 6 column
2 x 4 diagonal "X"
bracing at 8 -0 o.c.
rti �g from rid e
with () 12d a a91
end ,
Continuous 2 x 4 Lateral
bracing at 1/3 points of
span. Nail with (2) 16d
each truss btm. Cord
R
drip edge
d e
e
4" lap
p.t over 2 x 6
Grade Fascia
Gable end truss
;sea 24"o c. by truss rnfgr.
o layout
19/32" c.d.x, plywood
with 8d nails 4"o.c.
Covet' with House Wrap
and Hardie Pl
ank lank Siding
CBS Malls
See Truss Placement Plan
ty for Top of Beam Elevation
l
t5eem/Column Connection
scale: 1/4" = T-O"
2x "L" web stiffener
as required by the
truss mfgr.
"Slm_pson" IVITS18 truss
to (2) 2 x 12 with (14)
10d x 1 1/2"
located at each truss
vertical
(2) 2 x 12 with 1/2"
Plywood Flitch
9
Connector Schedule
Truea
swing
Point
Tres
uplift
Connector
ID
only.
Connector
uplift
Fasteners
All trusses
ALL
465
MTS12
1
1000
(14) 10d x 1 1/2"
to Frame
max;
to OBSes
ALL
max
HETA20
1
1810
(9) 10d x i 112"
nSuppoRing
Framig
(4) 10d
MV2
F250#
VTCR
1
370#
Valley
Truce
(3) 10d x 11/2"
Connector Schedule Develo ed from the Truss Placement
plan and Engineerin from Builders First Source
Ref. Number 13560� Dated 1/10/18
Do not substitute connectors
Do not sheath trusses before all straps are in place
Attach valley trusses and piggy back trusses, If present,
to main trusses per truss manufacturer drawing.
Truss to truss conneotion by truss company, installed
per manufacturers spec's.
Lateral forces perpendlcular and parallel to well has been
considered (less than 300 p.Lf.)
Contractor to approve temporary bracing to prevent toppling
of trusses, see HIB-9.
Other specs, if different from above, have priority.
A.T.R. = All Treaded Rod
Drill and Epoxy Set all A.T.R,
Use either "Hilt!" 0-100 or Simpson Epoxy Tie Epoxy
Crass Wind Pressures
End
Wind
Trlb.
Zones - PSF
Zone
Speed
Area
1
2
3
4
5
<10 s.f.
-46.1
-53.0
-63.9
+461
-50.0
46.1
-617
-61.7
20 sJ,
-43.7
.51.5
-51,5
+44,0
-47.9
+44.0
-55.0
160 mph
4 ft.
50 s.f,
-40,6
-48,4
-48,4
+41.2
.46.1
¢41,2
-52,0
Exp. B
100 s,f,
-38.2
11
-46.1
-46.1
+39.2
-43.1
+47.2
-47,9
roofing, ei other - SIN iding components and cladding.,
Roof • _ r
Wall Zones: and
EXISTING IRE81DEN0E
Wind Zone - Root Plan
Concrete shall be a minimum of 4" thick over clean, compacted,
termite treated fill and 6 mil polyethylene vapor barrier.
If concrete slab contains 6" x 6" 10/10 WWM provide T coverage
Concrete shall have at minimum compressive strength of not less
than 3,000 p.s.l.
All 909E hooks are to be extended 10" minimum beyond the turn,
Field bends are to be done cold and the diameter of the bond,
measured on the Inside of the bar, is not to be less then slat
bar diameters.
Minimum coverage for rebar shall be 8" in footings and 1 1/2" in
bond beams, Hooks may be rotated horizonitally if required to
achieve minimum coverages.
Rebar overlap shall be 48 bar diameters. s0" for #5 rebar
The foundation design
esi n assumes that
the soil has a minimum
load caring capacity of 200p.f,
In the event the soil bearing capacity falls below 2000 ps.f. This
foundation plan may be superceded by Foundation Design Engineer.
Satisfactory compaction test of fill does not verify lower soils are
adequate.
All specifications and dimenslons to be verified by contractor,
All exterior slabs shall slope a minimum 1/8" per foot for drainage
'i ��� �T&: 11,
EXI8TINC RESIDENCE
-li?�ASSUMEQ F.RE. 0,00'
No structural concrete shall be stripped until it has ruched at least $0% of
the 28 day design strength,
Design, Erection, & Removal of all formwork, shoree, & reshores shall meet
meet the ACI Standards 347 and $01
Contractor to verify all building setbacks prior to the start of construction.
A formboard survey shall be submitted to the building department for
approval prior to pouring concrete.`
SOIL STATEMENT,
Foundation has been designed for a toll bearing capacity of 2000_p,s.l.
Fill shall be laid in layers of 6". Each layer to be compacted to 959E
compaction,
If the contractor encounters, while digging the foundation, any
dis re no to u o ppa y s ggest the soil may be onadeouate, he must
irnmediately report it to the owner and the Architect or Engineer
so as to order a soil boring test.
Dowel Rod Repair Note
In the event vertical steel has been omitted from the down
pour locations, drill 5" Into concrete (no closer than 3 3/4"
from edges and 5" from ends of cap walls) Remove dust
per manufact rers instructions and use Two part epoxy to
anchor the {� to In place. Use either "Hilt! C-100" or
• F-2 '
Remove the Existing
Entry Porch Foundation
i
I I
fn
--------------------------
4" 30000 F%RMIX CONC.
OVER .00E APCR BARRIER
bN CLEAN, COMPACTED,
I TERMITE TREATED FILL i
3e
r"
F-1 I I F-1
ASSUMED F.F.E, 0,00'
I I
I I
tF
4
I
I
I
F-1 I
I F-1
Z7
Ij
T-6"
814
Foundation & Footing Flan
scale. 1/4" = for
4'-9" 1 6•2" 1 z-T
9118,
r
TERMITE TREATMENT_ REQUIRED
Foll
18• x 18" mono, footing
with (2) #6 rebar cant.
" •
180
MONO. EWE FOOTING
F+2
8" x g�" mono. footing
with (1) #5 mbar hont.
FF
4"
Existing
(3"
1'H EMED ECG
CUi`I4iAU"i ule'iYy JAAIiACHMEliTS
ARE THE RHPONSIEILIT`I OF THE
CONTRACTOR OF AECORO
w
• ,
I ax ��j0..
e
a!
e.1
.z
�A
w
+rr
as
eh«tl
date
Vash
cocoa
ae "od
lob number
rya#
meet
' 1�+ 'TUR L NOTM � � . I~NI�J N �� / " `nt�nuous bead of � � �Iflia(Add,br old
. r�+lk .bak beddlfl behind , , "at
A r n orai . s +asl Ih I Noll,str,n kalll0 st t srrd`xsr+all A00fa to: be o rased of and a rmohsd, to pro manufactured use either i fill! k100 or true
canfgrm t l >tlw A» dsItl sti r►st p csfrltinu ua wood a a � fit v i bw to pr, vent 1140 d Post ;I I ;
asters Ot i e s and In s1 bs. l:a , '., Impson Epoxy Ting Epoxy
1l,
rIrtfCi�'tlin bar diameters a air n b. �tt'n ryY.{, qqJJ (�jyyq 1�[_ I<?' Undir dyymwdr S �/i1`h{�1µ. N1�. IIjWlpth,'. , IFSittA�. "
el among t t RBI .ffil R.^ , c?4�14 .. 1 M to I.Ni 1 r
bottom a 0 po . •. bn lap_ 6 an wr ooOr . n roasts. an r ate
di$ _ tinwotO rinds all to ors Rill fa a n real shall hews at "co in I an In eta raw 12`e , n d. sleet flanre In Continu008 drill � spoxY steel in
rI t d bead f caulk across the perirnstr iafru1 Into at fail Imum of 1" ot',nt)rete cover, Or ads follows, I roof pltc � � a� inata � ?. la ar 9. fed
ranf oitah Is �tfa o< greater, Ina all t) yes b®ft felt ontire a�paa Of bu+:k existing m000nry f G
I TTOM TO ilOEl9 p
110 ad't Oheathl or qusl Installed with atao srsd ionta +t t�I i y, i3 $ CM,U, WAIL Uj
mss 11/ 1 /" 11/" na�hhrl td #naaa v�i, a aarrasaon resiatarst nip tin stank haei�
r -... ... K p:
14 on + ode; 1.1/ " 1� ssper d meat. oo, . roupnout ®car t it 4 a a qa fe ands; drill! & epoxy 06 qQ. ode,
trusturalcrtgped; 314/ " III rapf trusses are t awms factures aaa Rtt�ll# prouidaid by :•:• rebsr, 6" Into now
at a"od- �r m�
cellist. Walls: # Itoenead woad tnraa raator wth spar t r wi; a and t9�ta �' . • Min. 1 "1/4 wribedl" 6ht � e�i�tlri� �pUd p�tlr
labs e,• rf ed " pro stet for aat+Pal prola>�t corIdhlens a nrf a eferod � • d# Windows shd rt in, :•„
t4 a ror 8/0 1 o eaelonal en anraar POW led far tr0e e01 ra ' tl, .fr m n deli at 2s"oo. max.
th . # ha prep aed a no hewn r , a dirge la earua pr bs' ri stall :. 1 1/2 embedment �t � �r� . z �r Uj ham,
v nd
tall fait to atnt�on of th truesn��ear prier td �blr ae#ion A a , •, , '
Fslnfroirlpp steel stile i bs d ailed silo fa ricersd In scl "rd tads tlg �, 61, �I, dti�srs
with the "Nisnual of taandata rsctio t5f tolling In,
r of the trtrres �he true$ m�anufaoturwo do, Iflad layout shall savorri
Cohorste WrUoturos" and the ourrasnt AC, pilling Code 316
after fabrlostln.
} the hondii a tI� ano fGcip of woo tra��s shalt be In � a. , � �
All tru real steel shell oonform to olurrdrat A$TM 6pea�lffr?as06m A 6s oa anoa wieth the ifloatl&e Oil nod on the aerflfida mfsrs ;'i wfd
s ratu s l rawr�os arts data n 1/g" drywall $" x $" FJLL i :•:'.. i.' «,
Ail wood Inc of with masonry shall! b$ pra�seura treated or approYad qli area ed haaeare srtd true# hampers to be provided by the
separating maul,
trussIanu�aatursr. aEuL � �"
i it i"ia n field rile contrsotor.,lf the: Are � t 1d•tz'
All d,,Tr�onsiono she be Yet $. o, i y sp qIn or chi o struQtural oamponents duet Installation o
a:ny dfscrajdsnoie# the Artth of or Engirhoer shall has nOtifisd tra €rro Itarttw re la n t pe hard.
Unl as o he ss noted #h� ionowlaflah dta ��olfled harrdware shall r
don orm t trueo manaata fvrers inata latla� ilatru lna swnd �� ' '; B���om id Lateral. I Bf`� �3ICi
No lump over 6" shall bo psrrnitt for any structural concrete without standard prod 41:000 fir fst1
the rohlisot at Englhesr s slarcaYa, cc
AN I sign end anstna��a tlon `risk �� I wordance n It the our t ei %L0K.A`tTA0HM9NT T perlrr►a�ter caulk
Anlerlosn C7oa� t Institet e , CI�. an he Amgrio I s3iaat o a 1/4" rust struot, shlrin
Aeshstructl+0 SM6' i The for a Build g Qsds s all ppliost?ra d s I s �a 0 ATTACH 1 i 4 1 0 N b, s; Attagh p t, bucks
I000I codo:i, r r a i t7RN f� AN AT fa"O� I , witkl poll mils t eui new ' 9 ��Ito lieu!+ #Ic h
t: ur I gonaare shsll,attafn a minimum Ultimate comproosive strength 12+aog dllfon sxlstln
n 8 da s saM fcrllowe AT N ws r p1 sly aiT. drf attach as pad Attic Arse; 4ED sf, f 16b 32C8 s,f, regl�frasd4
' 9 ¢��a i �f r A p c l tra Typ, A�lurn: wln�� manufacturers
m rooting 'nd Wall i�ootih�" ta BtldC) sl, Sa� NAlL 4° sN :e AN 2ec, j rhb or 011dirlg gees era duct ply rovals A "�"' MASONRY C II "� I J soffit ores ,I If. x I, ,ta a .f,
olufnn awlls from and ti t to rovflpso# coltarnn schedule, use WOOD $H►M$,MINIMVM URINO dt?an INIA AUATiON a mot lamb
A other ooncrete: 30 M
:. t/�ttlnp I�rasYldodl
F'ootln elxas an� toil f ing Oro basset on allows le $0 Ong + . rt bias I$ al t shall i With I I. yir n a kl. if ks BATHING NAILINGNOTE$ NOT$,, Method of attachment and � o Do . y wt . :d I,f, e4 In, or ft, a 406 a Irt
capac cif t)Q : It fooling she l beat rt t t
II net t�ienohGts t or nolrtadr shall Ike nc )fled before wet I�ro�afin ,-pr600dures are the 0 Q less � a o or . 1,
I acsedittr� with toad work:` I poured 00itarra9t sill, groater foO proper Joint xpenslon a s saR: In. / 144 = E,4 sf. provided � I�
and Contr ction
so at at field a a o:O asc sets uoke with DryLook Waterproofing Total Ventilation Prrovrdsd. 3A$ $4 it
tlrnthor tfeevy tiniest oh truc#rrura) one ; � " i
te) r� tiny � Is Ir IR ! Alt s slgrtsd Ilnd s lerf shop one at oo d $&old After they have I t ri Iflstr 116d surld QhsIII4�sd
bb i JI
to
lone 3: at co e
o� rafters to have ntress abrade of Fi�'12ttO pad
> o ralambers IriWA $soured to has barsnns or af�trar pnc�arrtetio Naiie
rU ur I anent w+i n u rlc anchors far wind uplift" DESIGNED � MEET THE REQUIREMENTS �rV r n7� M1 a1 Panels
` ct rI opmp t r niumatlo or mod to i driven Halle will; FS R 1 703,E (FMA,AA ) ""F�A$H Gg T� ' �� ►i� t�Yer eel0 tPl nd�f resat.
Ali w d members I netts a min Turn fiber sires In Isentlr1lp a aooeptasr uadar t lowfr gondltionet
�r r� 19/2 tin "d.x, Plywood faten�d
gp
of 1200 p , L with 1/ max: dsflsotiom M1 Zia site so or l r rino shank with F� H�N� LEN A. as Ater neillrtg etihedule
_ e hk dlarnotsr; ; NtlIi tow D Ir I I 1i1 �r4 1r + t A . all T i08 1 1 H s AN
Alli bolted porineptir�fi0 $hall be 11V txdrttNm plated Iar batter. th a" (W
I ln. sa [ iaa�toarr, :280 dull aundi A IA T A I f� ii��rs ii�Iroas ad �1ItSod
bolts to be usac only in thesr o+ nnectionii with minimum si' in ar ,cis "r sera d1aa. Inaaludd� Buck Attachrrlent hAethaod y� r�� T� H. T Rt
>fag�p al Ito luln. 4 Inge per npn H T h1 M 6Dilei lly . d rewin s by�lrhroa�dod penetration past ate p a ., is#E 00belted foildtl Ifhsll d kIl t srs
I� p Id no )ergs: than She Alum, window oaorroelYe resistant
lnt rnal tllra d d�amotsr an ahs l n harInmer driven, gun Italy he U, ps p miffed a an Prairie $ee Connector
eaaeptabl fastarasr ram aa�y manufacturer Tapobn d+ norsts
Under Irdet "trusses provide equal number of studs as girc#sr tlr� ha eta r re�+erx / '" aChntli�u Us bead of ate installed! as r�tt Ins latldri E schedule n
plys strsme bssrind locations sot_ mae. t a as ul as pe Inerlgy
y a useIn Ilea f Haile wit t car slant pa Ik (Atok edIIn } behind epd ied in window
2 4 d t d
shim to
t7reYent 1iq a p Ices e appro citurere prtadua�t bode 4 fasten with 14 Coll
GENERAL REQUIRE �� .�` I
no 60000 1/4" strUo#. rills nel9e 1 tea, 2 x 4 blocking
Ali worts to be as per the current edition of the Plorlda 1,I501 ong Code ROOF & 0001A D"AAM window siii betwaeen trusses
and "at or exceed all applicable local requirements• use a»athlr� wltn es bun nngq8na •t s^ao. &et t e In �cort#inW�a is �+Ir' �,r p T.041 �a� Drip Edge
at supported panel edges oz Y8 gLn � .. tr N' w ,, ', . ba�at��tfslaik acrr�se the
� 1
t risks Wtli tie, te$tin i, nalls at 6"",t1, at InterR�dletal its -. s M is ladr:rn"t i,aN fi4n g• a
Qonsral dt ntraotor • Is responsible for all labor, ands I 13 c axa� � ' erttir� Pape of brick � OYsr 1 x P t;
waste removal, stor�go, Iscurl of s1� �gr�aodation tronsRoct�fr®ill ,,, � �r �t� ; : ,� . r .., A:tr
araid Il other Oast rsietad to than odmpl+atlote t>f this pra)egt, unless X0i%bltlY F40OF SHOATHINO TO eASLE ENO FNAMa
�aasrirn t r caulk � I , .
pp " 1/ !W
ida�t�tiflod hare, Uea se Halle at a o' ,+
a►pmer is re>tsoilslbls fs+r, all rrtwinkdlpel related oar es such as impact Ituclt�a fltlkatl i �j�rx i e
fees, and W* a' oonns�00on, sxSlapt bullding srrrl tees". which are firs be sx7s191C�IR eHSA1 MIh#� ai,l ee§y i ggyy y
r 1 P"'gs olo soa7�r
included In the oarlstruoiion bid, Us$ as n nails sit ;o,� at panel edoea *^
Ca Her I aontr to'
f cheek all drawl s far Cra?r!{ Bind onhmis !oils
and �t4 sand aia.ri do at phnal top said Cats ie ble siantsl ah II rlrri ly _vrlth a
Hardie Ventod
brfi t+arrt tons taantl 'n of the arctta t pelor to atrtiria any work, pr ATIuJ Mesa dreads or I�etafflt
ordeinp ny matorsls of the: rp eotAye alYin of . brk 1f such errors t000r or piper joint expslrl "ChNa ttairse Res nneter .0 co
sp W an oontiraotiorf warn with (1) 6eb r i
snit ammaissians are not rsedrtstf in W III , to the arciiiisat, any seuitlrlg if1 each pax rse, ill *'
dsms000 or
costs shall bo porn ontiroly the general con#ra or, �rs�eei
eon+ 'sill with rout x 4 Return b
Aroh)tect Is not respianslbls for the oontractarn method or means Of
ru$$ anufeot ror
r�dh truatl t, e5 Yer , robot In, I
,1" iPoi p roast 0MOA 111 C� tql l rout f�lled call I 16 X
qe rsl aatltr for lit to k t n alto in a groan and ssfo state through 11/ b 1 " Tyypiasl es Floor plan I 1�U Tye:
act s azClurs$ of construratlran. h bu Idin t4rrricntasr, sneral Contractor to " fir t,�0010ha R
sheen all Iwrfaoas so flat try be free 0 du t, grease, sins" scuffs, at+o: e" 6 DESIGNED, `CC? MEET THEEC�lj6ff t�I N1"
Unless oth rwleo rt tad, the installaltian >of sp elf ad hardware Istell
i"tAFtCI F't.AfIiCINC�
cs)nform to the manufacturers Instmotlons stet s arrdsrd praatltaas s 1 0
All plans r d drawings rs not eon 1dered cas�hpl a until they have been With � � ¢Cicover
u � I rI � pA T � p� ' �4 od
VIiA
rswod and a . rabved y the cull In bsp*rtmo 1 L WITH 1 / " �
rev 1/8" p on 1 x 2 p. A$ 1 U �, T
and the building Permit he$ been issued, I
LONG � PIN dNAIC. WITH H 14i� I�iA,
. , I� yNl�Alo QC�Ft Wl""T~kt H�ll�I
w" /4" o ns vdlth
" � s/4 rrltedmant
Into gonorote 12ro c, „
SOFFIT uo NOTE "In ra In ti � 1� draft®r� e� wi' tat " � �:: � �ii�tinv window i"I�ad �taa��r
e 3QOD# Fiber ix Qonrc,
lit 4ia dme" mast. d afe th g so#led and nailed sti s"o : I - on .pd6 Vigor eerier bn e V rt Flab r with
Install ens layer pf 16 It to frarnlna prior fag Instalingbbed sUi Qiraen,«orttpabtsd, Ti ; 1�" �qq�K ana3D"
Treated Ffil I leap; TIe fort, sense
abler irI .pile
b rmsr them at tsar I
(eW1 , 0 Only) i2, �corr r s�
>ar+seaaaawi.saaasn�..r«.. ,� I... n t
bare at robtinq )n,! ping. �iliedeErout . , i9,tifD � too
le
Air
Callla
vert dowel lapped with _
wafl rslnforelog, all N air comer beta to be the " M 6„, x t/+t" eteei
lips 2s"I(mlh,) in trout I� same sloe, number, and Art le saoh aids �� � onsaaeof
eel ! spadln�a as horlxontiol bars �� Roomy
n11713 s pa om
of ean Place Isss
in foot In t baaami and wsiis"
fibs, roapvo In
ii
to reosivs F loot as�Io
tt 116 Angie TERMITE TREATMENT REQUIRED
t 1,�ea I9b WW
1rps9 _
Oder Ostall AwA
Beam Corner infm i Wall seven f"3
_
CONCEALED FASTENERS OR ATTACN,MENTS
ARE THE RESPONSULM OF TO
CONTRACTOR OF RECORD
itch Legend)
81 011
81 811
�_ 20-00-00
CONCEALED FASTENERS O R AT1ACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
NOTES:
1.)REFER TO HIB 91 (RECOMMENDATION
FOR HANDLING INSTALATION AND
TEMPORARY BRACING.) REFER TO
ENGINEERED DRAWINGS FOR PERMANEI
BRACING REQUIRED.
2.)AII TRUSSES (INCLUDING TRUSSES UNI
VALLEY FRAMING) MUST BE COMPLEi
DECKED OR REFER OR DETAIL V105 I
ALTERNATE BRACING REQUIREMENTS.
3.)ALL VALLEYS ARE TO
CONVENTIONALLY FRAMED BY BUILDER.
4.)ALL TRUSSES ARE DESIGNED FOR 2'
MAXIMUM SPACING UNLESS OTHERV
NOTED.
5.)ALL WALLS SHOWN ON PLACEMENT P
ARE CONSIDERED LOAD BEARING UNI
OTHERWISE NOTED.
6.)SY42 TRUSSES MUST BE INSTALLED \A
THE TOP BEING UP.
7.)BEAM/HEADER/LINTEL (HDR) TO
FURNISHED BY BUILDER.
Jacksonville
PHONE:904-772-6100 FAX:904-772-19'
Tampa
PHONE: 813-621-9831 FAX: 813-628-895
Freeport
PHONE:850-835-4541 FAX: 850-835-45<
1:1111110:1
David Green
LEGAL ADDRESS:
143 Dusk Way Fort Pierce, F
MODEL:
Green Res,
DATE: Drawn By:
1/10/18 I Tom J
Revision:
Rev. By:
1325
MITEK PLATE APPROVAL #'s 2197.2 .2197.4, WEYERHAUSER PRODUCT #'s 1630.2 - 1630.10 ��`��.�„���. I� 1325(
Safe Load Table Notes
1. All values based on minimum 4" nominal bearing.
Exception: Safe loads for unfilled U lintels must
be reduced by 20% if bearing length is less than
6 1/2".
2. N.R. = Not Rated
3. Safe loads are superimposed allowable loads.
4. One #7 rebar may be substituted for two #5
rebar in 8 inch U lintels only.
5. All safe loads in units of pounds per tinier foot.
6. All safe loads are based on simply supported span.
7. Safe load ratings based on rational design analysis
per ACI 318 and ACI 530.
goamg ofops rebu
et hotbm f Lvtd
grwrt
ruaty
00
vn'd�
�F=filld
"
8F16-1B/1T
758"
m"5
ip
of livtel aviry
hrigth
8" N®iail
Lintel
Type
Designation
Front Elevation
scale: 1/4" = P-0"
Open
Left Elevation
scale: 1/4" = P-0"
Installation Notes
1. Installation of U lintels must comply with architectural
and/or structural drawings.
2. U lintels can be field cut to the required length.
3. Cast in place concrete may be provided in composite
U lintel in lieu of concrete masonry units.
4. The exterior surface of U lintels installed in exterior
concrete masonry walls shall have a coating of stucco
applied in accordance with ASTM C-926 or other
approved coating.
5. Concrete masonry units used in composite U lintel shall
be laid in a running bond
6. Shore composite lintels as required.
7. U lintels are manufactured with a 5 1/2" long notch at
both ends to accomodate vertical cell reinforcing and
grout.
Cast Crete Lintel Schedule
Composite U Lintel Materials
1. Grout per ASTM C476 f =3000 psi with maximum 3/8
inch aggregate and 8 to Minch slump.
2. Rebar per ASTM A615 Grade 60
3. Concrete masonry units (CMU) per ASTM C90 with
minimum net area compressive strength = 1900 psi
4. Mortar per ASTM C270 Type M or S
All Rebar to be #5 Grade 60 min.
MARK
LENGTH OF
LINTEL
ALLOWABLE
GRAVITY LOAD
APPLIED
GRAVITY LOAD
ALLOWABLE
UPLIFT LOAD
APPLIED
UPLIFT LOAD
BEAM SPECS.
L-1
4'-6"
8672
422
4292
465
8F24-IB/1T
L-2
5'-10"
6036
422
3295
465
8F24-iB/1T
L-2
T-2"
5743
250
2442
100
8RF22-1B/1T
Mim. Beam depths shown, beams may be increased without comment
At Lintels over 24" deep provide (1) #4 vertical rebar
at 24"o.c. along length of lintel
wT.__.
loss
NONson
E
EXISTING
RESIDENCE
0
N
Swl
am
i;
Grout Filled Cell
in Existing CBS
25
s.h.
L-1
L-1
25
s.h.
able End
I Main Span
to be removed
II
o
ao I
II
II
II
II
II
II
II
- -- 8'-8"
I
M-W
F_F.E_A$�- 0'-Ott
>_� k 't, FISTING C.B.S.
a � - '° ESIDENCE
;a.
24 24
s.h. s.h.
PTO used
Addition
T-9"
New Access
Opening
3'-0" F-9" _ 3'-0"
SEE HEADER
DETAIL A -A
EXISTING C.B.S.
RESIDENCE
Grout Filled Cell
in Existing CBS
Remove the existing COnnPL�
windows and framing
for the new room I
access----------------�---- ��--- --- --*--
I
I I
L_J
Cut back
g Truss s in the ar
of new addition
I
Family Room `��
2/12 Vault Ceiling
1DXtOX�
3068 Door
with (2) 12"
Temp. Side
Ira Lites
4'-3"
Floor Plan
scaled/4" = F-0"
Entry
8'-8" Cing.
from FFE
Wood Ceiling
l0'-7"
20'-0"
Existing Deco. Columns
(Non Structural) and
False Gable Roof above
to be removed
L2 135
s.h.
II
II
II
(2) 2 x 12 beam
on 6 x 6 p.t clmn. I I
5'-2"
Non I
FL-2 Deco.
to be
35
s.h
WN
h
00
Project Data
Scope of Work
'�
M
Project Name: Mr. David Green
Address: 143 Dusk
New CBS Family Room and Front
Entry Porch Addition
0
li
Street Way
City: Ft. Pierce
T ►� W
tn
County: St. Lucie
`„/ z
a
State: Florida
�+
to
00
-
_
Building Code
Building Data
A
h
r-71
2017 Florida Building Code:
Occupancy Type: Group R
Q a
9
__�
o
Residential
Construction Type: V
Number Stories: One
H
�
2011 National Electric Code
of
z
UA3o
e Design Loads
Area Tabulation
Roof Live Load: 20.0 p.s.f.
Living: 320
Wind Speed: 160 MPH
Entry: 160
Wind Importance Factor: 1.0
Building Category: II
Total: 480
Wind Exposure: B
Internal Pressure Coefficent:.18
Cd
Structure Designed: Enclosed
t�
Soil bearing capacity: 2000 p.s.f.
[-I
Climatic & Geographic Design
Criteria
w a)
Weathering: Negligible Termite Area: Very Heavy
_ ; tn
�
tom.
-�
O
oho
Flame Spread Index & Smoke Developed Index
�UOZ�
Wo
� d
Insulation Flame Spread: Not to exceed 25
" Insulation Smoke Developed Index: Not to exceed 450
en
Wall Finishes: Not greater than 200
Ceiling Finishes: Not greater than 200
Electrical Load Calculations
320 Living S.F. at 3 VA 960 watts
960 W / 120 V = 8.0 Amps
Electrical contractor to verify all equipment loads prior to
start of construction. Electrical contractor to recalculate
electrical schedule if loads are to be modified
EXISTING RESIDENCE
�\ Family Room
I
I
I I I
Existing Floor Plan ELECTRICAL LEDGENDgfi
'T
L�" LyW
scale: 1/8" = F-0" Light
I SURFACE MOUNTED LIGHT FIXTURE
CEILING PAN O RECESSED LIGHT WITH LENS Entry
:0 DUPLEX OUTLET -f/} SWITCH / Fan & Light Fan & Light
i a 13
ALL 120V SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS SUPPLYING A
OUTLETS THAT ARE NOT GFCI MUST BE AFCI. M - X�
TAMPER PROOF RECEPTICALES MUST BE INSTALLED IN 120 VOLT, SINGLE
PHASE 15 & 20 AMP BRANCH CIRCUITS Electrical Plan
scale: 3/16" = F-0"
PRODUCT APPROVAL
Approval
Product
Model Number
Manufacturer
Glass
Attachment Method
Building Rated
Product Rated
Number
Type
Design Pressures
Design Pressures
Head: 3" max. from comers & (1) at center. Jambs:
FL# 17499.1
S.H. Windows
185 SH
MI Windows
Impact
3 max. from corners & (2) equal spaced at each side of
meeting rail. Use 3/16" Tapcon with 1 1/4" embedment
+44.0 -55.0
+/- 55.0
into concrete
Opaque
6" from corners & 17.2"o.c. at Jambs & Head
FL#: 589L2
Swing Doors
Fiberglas3068
s
Themla-Tru
N.A.
Use 1/4" Tapcon with 1 1/4" embedment
+41.2 -52.0
+/- 67.0
into concrete
Approval
Product
Model Number
Manufacturer
Attachment Method
Building Rated
Product Rated
Number
Design Pressures
Design Pressures
FL#: 11651.1
Roofing
5 V Crimp
Gulf Steam Supply
#9-15 coorosion resistant fastener with sealing washers in panel rib with
- 108.5
1/4 min. embedment in plywood at 12 o.c.
6d corrosion resistant siding nails 4"o.c. along edges and intermediate
+35.0 -35.0
+112.2 -39.2
FL#: 13265.1
Soffit
Vented
James Hardie
framing menbers.
Min. 3/8" distance from panel edge and min. I" from edge at panel joints
1 1/4" long No. 11 Gauge Galy. Roofing Nail with full round head to
FL#: 13192.2
Siding
Lap Siding
James Hardie
penetrate furring 1" 5 3/8"o.c. Vertical and 8"o.c. Horiz. with 3/8" min. edge
-42.1
J
92.0
distance and a max. 2" edge distance
I
�
w
z
O
0
F,
Q
w
U
w
O
p4
MAR 14 201R
CONCEALED FASTENERS OR AiA4N�lE
ARE TH E RESPONSI6ILR OF THE
CONTRACTOR OF RECORD
drawn
B.I.
checked
s.1.
date
I/21/18
scale
"noted
job number
17069
sheet
A-1