HomeMy WebLinkAboutBUILDING PLANM
" go. bv crimp meti
wood screws. with self
(tgpe 2) 30 lb felt
laps fastened with cc
!Paced f." o.c. at all
.n t^ timls,sma Awnm
achid to plilwood -deck using #9 x ISO
ir at 12' o.c. max spacing over AS'fM D
installed with mim. 4 side laps and j- end
Brit tin caps. and with 1.25" ring shamk nails
sta ared rows 12" oc. in field. Attach
coral iinisnaci sLucco ijanas b/d" thick cut coral
finished stucco bands
LEFT ELEVATION
SCALE. 1/4" as II
/%4UIlQJdr4Il_14S
AS
ST LUCIE COUNTY
F 0 R C 011AP L
REVIEWED BY
4
DATE 61
7 PERMIT
_RMIT
1 nJ; nR
08 OR
NO INSPECTION WILL BE MADE
WS C EA L E 0 FAS 'ME N E RS 0 R A 71A C H M E N I S
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
van
I
121,
Gulf Coast Suppig and MFG Sv Crimp Metal roofin� FL #11451.12
2;. go. 5v crimp metal roofing attached to plgwood ock using #9 x IS"
HESE PLANS AND AU, PROpoo np,;� wooer screws with sell sealing washer at 12" o.c. max a D
X ftlips, 2) 30 lb felt underlagment inste ard with min, 4 side.laps and I" and
ARESXJ� TTOAMVX�IP�Eo'rJOM 11 pacing over ASTM
laps fastened with corrosion resistant tim caps and with 1.25 ring shank naula
?a C
r, FIaD IMPECTI T� ir;k4T ce I V o.c. at all laps and two staqgered rows, 12" o.c. in field. Attach
ec I
40 6"-, W,-�EvodkTf IN OnDvR TO k to trusses using attachment detin on this sh"t
CO�4k/ WMN ALL AI coo,'�, I
5/8" thick x 8"w cut -7
oral finished stucco bands EJ'
.. I � �k 11 � 11 1.
= I = \ I
5/8" thick X 8% cu
coral finished stucco ban�
Gulf Coast Suppill, and MFG 5v Crimp Metal roofing FL #11451.12
U go. Sv crimp metal roofing attached to pipood aeck using #9 )q I.su
wood acre" with self sealing washer at 12' o.c. max a
Vacin
,g over ASTM D
(tgpe 2) 30 lb felt underlagment installed with min. 4 ode laps ana 4u and
laps fastened with corrosion resistant tin capai and with 1.25" ring shank nails
!I!!!Ce! 4' o.c at -all I!es and two,sta. in field. Attach
goored rows, 12' c.c.
SLUCCO On Lqp[Gell GQrIGF-WLW Wf W 6111tO'N %Ou� �W[ U1
block construction finished stucco bands
REAR ELEVATION
tROWN I I Ili,/ IN I X %"./ I F.- : SCALE; 114' as 1'-0'
- Overhangs at 1'-0" unless otherwise noted on Roof Plan
Roof pitch at +12 unless otherwise noted
- Ang changes to this plan shall be submitted to the architect
for approval in writfng prior to starting construction.
- Return ALL Stucco Bands into Window or [Door.
12
-SLOPE 14
/8" thick light textured
Lccc, on tgpical concrete
block construction
-------------------------------------------------------------
RIGHT ELEVATION
SCALEI 1/4' - 1'-0'
Product Approval Submittal Affidavit
OPBI"9 Ovift DOOM Overhead
Doors, MMI
wind� 8C
Openins
Type
MA/n
NUMM
Product
Model
Manufactum
Glown
Attachment method
Shation
Date
prowun
Of
I"
t4
FL# 239.3
Single Hung
SH-100
Impact
FGT
5/16W
1/4'jia. tapc:r a/ min. I ?11;Xwtrati:ataak
4 r, are to
ractor
20.14rdsprcmcmeate vapeparorvivad in Product approval
+ 80.0 12,812
A
14-0330.02
Overhead
Garage Dow
Model 824/811
9'-4' max.
iv-o- max V612t
DAB
KW WTr 0111010 0
VW#_ a Xd IL7H* N. sit., 3t
is W s-=
10-9-21
+ 50.0/-40.0 pd
13
FLU 1661-4.1
Fiberglass
D Pro/
,=an
Pro
Jeld-Wen
Fra 1/40 the. tallcon with mun 1.25' embedment at SO max
from carriers and 11.5' oc. max, thereafter in head and jasub&
+ 60.0 PSF
C:
FLU 251.5
Sliding Glass
Dom
Series 110
SGD
PGT
nom
Tgpe "GSA"
1140 Ia min. I el� psnsyst,2 ito, �o
C. are to
a al ists"ur a tr a a
Mould/ rfied in
V 2 172' a %4%oapoc on act Froduct approval
+ 40.0 FSP
Froduct
NOA/FL
NUMM
Model #
Manutecitureir
Attachment Method
tion
map.
Demign Promwe
of Approved Towtio
MuMcnal
lmL# 261.1
1' x 2 3/4' x .315'
PGT
natal] per fastener tilpe and acmis shown in Table IA and IS,
�n product approval an iihoot rot 2.
+ 58.0 PSF
Roof
FLU 11451.12
SV Crim
R polI
Metal
Gulf Coast Supplo
and manufacturing
1. a. 5v cri% metal roofing attached to plilmood deck using #9 x 1.50
screw& at sell' seahn
I a washer at 12' o.c. max slisci over ASTM D
ftlips, 2) 30 lb felt underhillment metalled nth min. 4 wrl
d laps and 0 and
Laos fastened nth corromon resistant Un caos and with 1.25' ring shiank nails
o.c. at all laps and too staggered rasa 12" &c. in lFeld. Attach
=101"trumns using attachment dotal -an rod plan
108.5 PSF
SMIng
Stucco on Block
soffit
F L# 12198.3
Model T,4 120 vented
Vingl Soffit
Kagcan
Install using 2" x 2' battens at V o.c. screwed to *offit framing using
#8 x E taKti;= at each trura,
,% Instail soffit to battens using
rma shank with /8' din, head.
+55.0/-35.0 PSr-
Hurricane
Panels
Fl# ISO
ffirli
2.4 Gauge ..,..Xolobal
l[CLUGEaDIPP" PERN
Protecticin
1-froducto LLC
Install using 1/2' dia. solid set lend anchor& with 1/4' dia.-20 x I.S'
long 6 sgow head combo. with Neoprene washer at 12 1/2' o.c.
along t e ottom and 13' cc. at the top
'I
t 45.0 PSF
I have reviewed the above and
approved it
by my seal below. ( Architect or Engineer of Record
Gulf Coast Suppli; and MFG Sv Crimp Metal r:0.fn FL #IILSU2
U Ia. Sv crimp metal roofing attached to p1qui ack using #4 x 1.5"
w:J screws with &@If sealing washer at 12' o.c. max spacing over ASTM 0
(tilpir 2) 30 lb felt underlailment installed with min. 4 side laps and f." end
laps fastened with corrosion resistant tin caps and with 1.25" ring &liank nails
taced Lff o.c. at all laps and two stsqgered rawa, 12" c.c. in field. Attach
sic
.k to trussors using attachment deto on this sheet
1/8' Thick cut coral stucco over Paper
backed wire lath mailed to substrate through
one lager of 15 lb felt using ad nails. Substrate
to be 19/32" CDX Plgwood nailed at 6" o.c.
in field and edges with 10d ring shank galvanized
nails into truss webbing.
12
SLOPE 14
sl-lm T.O.B.
12
H
0 E]
8'-1' T-O.&
L . .
.H.
5/8" thick x: 8"w cut
El El
coral finished stucco bands
5/8" thick x: 8"w cut 00 0 1_=1
coral finished stucco bands
Garage Finished FlooroL
01-0" - Finished-Elcor Finish Columns with 5/8" thick light textured \AF
5/8" thick cut coral stucco on tgpical concrete
finished stucco bands block construction
FRONT ELEVATION
ISCALE: 1/4' as P-O'
2" x 4" top platel 1� ' 1/2' drgwall ceiling on truss bottom cord
base -board
III/2u drgluall on
2 x: 4' studs at 14" o.c.
2" x 4" P.T. bottom plate
4' concrete slab with fibermash OR
4OW #10/10 111111M on L mil Via Men over
clean compacted termite treatei fill
Interior Non -Bearing Partition
ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING
OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP.
AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE
PERMITTING INFORMATION (FORM 100)
Florida Builcling Code Residential. 6th Edition and ASCE 1-10 for Wind Loading
BuildI Design is: Enclosed Risk Categorg. 11 Wind Vallocitli: 166 mph ultimate
Mean od Height: lit -go Roof Pitch: 4.12
internal Pressure Coefficient: ±O.Ifl
Subjectabilitill to damage from. Weathering: Negligible Termites- Vera Heevu
Width of Roe End Zone- V-40 Wind Sp@Nrd;_1LrL_mph ultimate
Wind Exposure ClamlicatimL C
Adjustinent factor for Exposure Height- 1-21 x 0-1. , 0-126 ASID demon
Load Combination: ASCE 1-10 Section 2.4 DL+LL. DL+0.6WL: O.tDL+O.IWL
Components Ill. Cladding Wind Pressure (NET) Roof Zone: 1. +20A/- 24 pat
Root ione. 2. +201/ 1.1.0 Pat
Root one. 3.40AV-84.00st
Components 4 Cladding We# End Zone Width: '_ a
Components 4 Cladding Wind Pressure (MET) Jeone; 4.+ 5.8/-38.1 Pat
Wall Zone: SO 35.8/-41.8 Of
Components 4 Cladding Wind Pressure (MET) on Garage Door: +32.0/-40-3 pat
Shear Wallis Considered for Structure? yes
Continuous Load Path Provided?_yn
Are Components an Cladding D "tais Provided?Yes,
Minalmim Sol Bearing Presoure.2500pmO Prolowmi�iI X 15v Test; poll
TII&O S WI Have..%J@,:FcUoww
D MW
J;PT CoLMO�___BOTI-b_ NEITHERF__
ROOF LIVE LOAD: 31 pat ROOF DEAD LOAD: 10 pof
FLOOR LIVE LOAD: 45 bar FLOOR DEAD LOAD: 10 bd
JOB ADDRESS: \U�(
WT7
Tio:! I
[:3 ; Root Zarin I
ails Zone 4
Eg ;aRoof Zone 2
h Zone 5
END ZONE
0 ;Corner Zones
oor Zone 3
FLOOR PLAN lla� CRASH FOS7 DETAIL
TYPICAL NOTES: SCALE 1/4 of 1 1-011
1. Contractor to verifg ALL notes and dimensions prior to
34" high b� +' diameter
steel crash St. Floor
proceeding with work.
Flange with �0_ 3/81,
2. Contractor to STRICTLY enforce ALL OSHA Requirements.
exgansion bolts into
sla (3/8"t 50 ksi steel plate)
3. ALL Lumber to be used as Beam, Rafters, etc... to have
a minimum 1,400 F.B.I. fiber stress.
19
4. No dissimilar metals to touch.
S. ALL Concrete used for stabs shall be min. 2,500 FBI concrete.
ALL Concrete used for vertical filled cells, cont. tie beams etc.. to
1
shall be 3,000 F.S.I. concrete and/or 4,000 P.S.I. grout mix
0
4. Drgwall at ceilings shall be leveled and attached to bottom chord
0
of trusses with screws per FBC R102.3.5.
O__]%
2/,"
1. ALL wood in contact with concrete shall be pressure treated.
.0
711"
8. ALL wall dimensions are nominal and not finished wall or stud dimensions.
9. ALL plumbing fixtures to be low flow.
10. Contractor to Provide Drain at water heater in accordance
with the current edition of the Florida Plumbing Code.
fl. Contractor to Provide a 2'-8" wide door at one bathroom for
handicap accessibilitg requirements. �2
12. Lowest finished floor to be set bg Governing Building Department
survegor to set in field.
13. Separation between residence and garage shall be per FBC R302.4
14. Door between garage and residence shall be 1-3/4"t 20 min. rated door
Water Heater
15, Wall and Ceiling shall have a flame -spread classification of not greater than 200 oer FBC
R302.9.1
14. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC
R302.9.2
11. All ex osed attic insulation materials installed on attic floors shall have a critical radiant
I" x 6' P.T. Buck nailed to Masonry Beam
f lux no� less than 0.12 watt per square centimeter. Exposed foam plastic insulation
block with case hardened nails
materials exposed on the underside of the roof deck or on the attic walls shall compl�
prior to door attachmen
with F.B.C. R314 - see permit info box of code edition
18. G sum board material shall conform to ASTM C34. C19, C+15, C514, C430, C931
C1396 be
C40, CIOO:2, C104-1,01 1-1, C1118, C12-18, C1396, or and shall installed
according to the following: (FBC R702.3.5)
Dr all
Thic as
Crier
Location
Orientation
Framing
Member
Ppacing
aximum
Max spacing
of fasteners
Nail Sizing options for
installation of drillwall into
wood framing members
20 x min. thickness
NailsTScrews
Carling
Perpendicular
2,44
in
12"
l3ga I 3/a" long with 19/640 head
OR
0.048" diameter x 1 1/4' lon
annular -ringed or Sd cooler nZi
OR
0.080" die. x 1 5/8" long with
115/64" head
Walls
Either
Direction
an
OR
Gipsum board mail O.Oft* die.
x 5/8' with 4/32' head.
Ceiling
Perpendicular
2,48
In
120
13ga 1 5/81 long with 19/&40 head
OR
0.098' diameter x I 3/S' I
annular -ringed or Ld cooler nalp
OR
Walls
Either
Direction
10
8.
10
0.042" die. g 1 -1/8" long with
1/4" head
OR
�Fipsum board nail 0.0915" die.
1/8" with 19/t.4" head.
Install SG0 thru buck into
block with 3/14" tap -con with
1 1/2" apenetration at 4' o.c. max.
f rom ar ch corner and 20." o.c. max
thereafter at head per product approval
Use 311tn tap -con with
1 1/2" penetration at L" o.c. max.
from each corner and 20" o.c. max
thereafter at sill per product appris
19. ALL ceramic tile surfaces installed shall conform to ASTM AIO8.I thru A108.6,
A108.1, A118.1, A118.3, A134.1 and A131.1
?gpsum backers in accordance with ASTM
18 and installe I.A.W. manufacturers recommendations shall
C1288, C1326, OR CII
20. Cement, fiber -cement or glass mat
be used as backer for the Wall tile in tub areas and wall panels in shower areas.
21. Insulation including facings such as retarders or vapor permeable members installed
within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics
shall have a flame spread index not to exceed 25 with an accompan inX smoke
developed index not to exceed 450 when tested in accordance STM E 8-4.
Insulation shall compIg with F.B.C. R316.
Grade
Gulf Coast Supply and MFG 5v crimp metal rooll FIL #11651.12
21 . metal roofing attached to plywood deck using #9 x 1.5"
wcioga. 5v crimp
screws with sell sealing washer at 12" oc. max spacing over ASTM D
(type 2) 30 lb felt underlagment installed with min. 4" side laps and �" end
laps fastened with corrosion resistant tin caps and with 1.250 ring shank inads
to t usees using attachment detail on this sheat
?aced 6",ox. at all laps and two staggered . rows 12" o.c. in field. Attach
eck
Simpson HETA 20 or equal
hurpmh
dhor at eac trums
it x 1/2' nails
24' o.c.) sup orting Max.
Isloibc
12
41
PRE-ENGINEERED TRUSSES
at 24"o.c. TYPICAL
(shop drawings by manufacturer)
Aluminum Drip \R-30 blown fiberglass
Edge t Fasc in bottom chord or trusses
—1/20 drgwall with smooth finish
2' x 6" Sub- Two rows or beam block filled with concrete
� a: �N��_and (1) #5 bar cant. in each roe. Substitute
Keacan full o yd soffit installed recast lintel filled with concrete and (1) 95
weing 1/8' dia shank x V long galy. tar cont. for bottom raw over opening&
tole with 3/80 die, hand per
approval - see chart shoot #1 1/2" drywall over I' x furring
strips at IV o.c. with R4.1 fl-roil
—insulation on typical 8' Block walls
5/8" thick light textured All driiwall to -be installed per FBC R102,3.1
stucco on typical concrete T and shall meet all pertaining ASTM codes.
block construction Zo Mortar to be Type 'M" onl,�, pro
,tportionod per FBC R401-1
and Mortar jontis shall comp h
at FBC R401.2.1.
Provide Dur-O-Rock at all wot areas (*)L showers, tubs etc ...
#5 bar vert. w/
30" overlap Pill call with concrete and
at each filled d) #3 bar vert. (typical).
TYPICA
Max s acing shall not exceed
unr40" sea otherwise noted
Wood see foundation plan notes for
Base spacing at openings
4" concrete slab with fibermosh OR
clean compacted termite treated fill
I /
Luxt"' $10/10 WWM an A mil Visqueen over
77:
1111 14w x 140 Coriefete footing
with (2) #5 bars cant. and #5
transverse bars at 40' o.c.
L SECTION
Scale : 1/2" = 1'-0"
N-T,S.
Head
fixed door
sliding door
7 - T--T
77 1 1/2-
AREA CALCULATIONS
Living A/C = 1-4-46 sq.
ft.
Front Porch = 141 sq.
ft.
Rear Porch = 200 sq'
f t.
Garage = 321 sq.
f t.
Total Under Roof= 2108 sq.
ft.
Total Cubic Ft = 11,548
20 VTIt
21' VTR
Master
Bath
2'
2'
Lev'
Lev.
I
2'
Lev.
1
I
4* 1 24 VTIR
I
W.C. i L
I
1
Kit. amit
2-
ItC 2-
Kitchen
W.C.
a
Bath #2 aim
C.O.
To Septic
FLJMBING RISER
I" x 6' P.T. Buck nailed to
block with case hardened nails
prior to door attachment
Masonry Wall
Bottom Track `Tgpical Flooring
Sill Install SGD thru buck into
block with 3/14" tap -con with
1 1/2' penetration at 4" loc. max.
arh
Sliding DOOr Detdll from e corner and 20.' o.c. max
At Masonrg Wall hereafter at jambs per product approval
NTS Jamb
Window Schedule
Mark
Size
Rough Ooen.
Window Descril3tion
PRESSURE ZONE
1.
4,-5�8"x 5'-3!/S"
i
Ws"x AW/4"
Single Hung
ZONE 4
2.
V-2 Ye'x So
3 Ve'
15' x 63 V;
Single Hung
ZONE 4
3.
2#-2x x 3'-�
1/2,
I /2"X 3851"
21i a
Single Hung
-
ZONE 4
4.
14'-SV'x 4,42
1
54,%."x 54�."
1 Single Hung
ZONE 4
ALL Windows to be aluminum windows wl tint
and mullions per elevations.
ALL windows to withstand pressures in permit info box on sheet I
ALL windows in bathrooms to be tempered
All rough opening dimensions to be verified bg contractor
with manufacturers Specs prior to construction
D oor S chedule
I
Mark
Size
Rough Opening
Door Description
PRESSURE ZONE
A
90-0 IF X 1 #_o
108' x 840
Overhead Garage Dow
ZONE 4
B
3 -of X L -8
41 �;"x 83�f"
Filberelasis Panel - [naming
ZONE 4
C
6 1_0 IF X 6 1-411 11
14' x 81 1/2" :rro=tsc
1_ Sliding Glass Door
ZONE 4
D
2'-0' X 6'r-8,
Solid Care - Wood - L-Ponell -Bi-Fold Finished 24' x 01
E
t _an
2-1.0 X 61
Solid Core - Wood - I -Panel
F
51-011 X 61-810
Solid Core - Wood - A -Panel - Bil-Fold
G
.2'-B* x V-1111" x 1
Solid Core Wood, Steel, or Masoirate Door
H
F-an X . _�ev
2 to
Solid Core - Wood - 6-Penel
J
I
11-1,01 X �8111
2 6
Sohd Core - Wood - 6-Penel - Bil-Fold
K
I
2 J-111a 8�8,11
X L
Solid Core - Wood - L-Pansill - Bi-Fold
ALL Exterior
doors to withstand pressures stated in permit info
box on sheet
1*1
GARAGE DOC)
SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL
WITHSTAND Tit
PRESSURES STATED IN PERMIT INFO BOX ON SHEET
All rough opening
dimensions to be verified bg contractor
�with manufacturers
specs prior to construction
Is
`2
I
En
C4
1
12'1
12- x 12- Concrete column
block filled with concrate and
(2) #1 bar& vert. tied into
lintels above
Covered Porch
1 "
W-04 to 9'-P A.F.r. OIL
Vaulted Ceiling
GRAT
R OM
191-80
I
;r I
_81, A.F.f. OL
8'-0" to 9' 2' x In knee -mall
Vaulted Ceiling below counter top
DINING
ROOM
Vanity to be
34 �2 11 high
111-0 -;/\4 (414) 0
I
jD
I I _
ATH
Rod t
81-0 A. F.F. OIL
'a
Is IM
U
Flat Ceiling 11-F
zo 2
'r it
-0
0
E COND
.5
13EDROOM
l__1
EGRESS
am
EGRESS
Rim"
W
MASTER
BEDROOM All
8`0" A.F.F. All__�
Flat Ceiling
U.
Rod
41
(17
L SET
Rod Shelf
I \DW I
-4
K�ITCHEN
j
8'=QL AF. F
Flat Ceiling
_5n
upper calburiets, to
extend over For.
41-01,
Vanitv,to
34 �2 Igh-
0
WA, 1,
IVAN
Lr
H. ii��
ts=shee
4'4 Steel 8 rd
afford
iq
Ul �N
this
1:5 dotal on this theer
> P
x
_i4;
Attic Accome Provide auto
L closer
-si -k*-
t
M
_�!ZZL3,,
I
f
ISO
0
I
�a
0
-1
Ln
�Kzii W I &Z
4
COVERED
filled
rt. tied
FORCIl4
4'
6
-2"
or Q
1: -a
nth concrete and
into lintels
ck
�e column blov
(2) #1 bars
above
E1
0
0
G` 4
>
4'-2"
<
31-411
T-al'
T-8" 31-51,
31-
51_�.
30.0
34'-0"
Install windows thru buck into
block with 3/160 tap -con with
1 1/2' penetration at 4' oc. max.
from each corner and 20.' c.c. max
thereafter at amba and 20" o.c. max.
Exterior face at head and aid per product approval
of wall Buck to be In x 4' PT
'xo!" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT
lock with case hardened nails ON ALL JAMB
HEADER
AND
Detail at Wind OWS prior to window attachment SILL BLOCK PRIOR TO BUCK
INSTALLATION
NTS Date Drawn Revisiolne
Braden t Braden AIA, PA Wunne Buildincl Corp. 3-28-18
Architects - Planners GARAGE
411 S.E. Coconut Avenue Drawn bV.-
The Grand Carlton RIGHT
Tel (112) 281-8258 C.(=�U.
Fax (112) 281-8283 Stanish Lakes Chocked bg:
B C E-mail: bradenaia9comcast.met 0. R. B.
L1011111int 1=1 *JLAqqL !IfAAe"ne3nn#n0A1) Lucie Countg Florida
GARAGE
sl-411 A.F.F.01L a
Flat Ceiling
r- - - - - - - - - - - - - - - - -
L,--.,Block wall in I
garage to be
I --i
struck block
1
91-01,
IS,-101,
Exterior face
filler c,
A/C
;r
Ni_
.31 5 ll
Attach buck to block wall with
114' die. Elco conc screws with min.
1 1/4' penetration at 12' cic. max
and 4" max from each corner thru
2" x k" FT Buck
Detail at Door
Is
crows thru jamb into buck
....i
a and 16' o.c. max and
prior to door attachment
NTS Shoot
21
Comm
12-21
— — I
"S'"TRUCTURAL NOTES:
I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2.500 PSF SOIL
BEARING CAPACITY. IF ANY SUB -SOIL. MUCK OR NON -UNIFORM
CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN
PROPER ENGINEERING DATA FOR DESIGN.
2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS
ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI
BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS
3. POISON SOIL AND COVER W1 4 MIL. VISQUEEN WITHIN 24 HOURS. NO
SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION.
4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 4X4 10/10
WELDED WIRE MESH REINFORCING ON 4 MIL. POLYETHYLENE VAPOR
BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL
(MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH
MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH.
LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS
BEFORE FILL 15 BROUGHT IN. FILL MATERIAI_ SHALL CONSIST OF
CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL
PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE
STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND
COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY
PROCTOR VALUE.
4- GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND
DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE
ATTENTION OF THE ARCHITECT.
71- GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER
FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR
10
SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY
FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS
DESIGN LOADS ARE AS FOLLOWS:
ROOF (DL+LL) = -41 P5F
WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1
EXPOSURE =UcH
ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, t
A-35 SPECIFICATIONS. � ALL ANCHOR TO BE A - 301 STEEL.
ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR
BOLTS AND FRAMES $HALL BE IN PLACE PRIOR TO POURING CONCRETE.
FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS,
SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE.
12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
FOOTING: 3"
BEAMS: 1-1/2"
13. LAP ALL REINFORCINGi STEEL A MINIMUM OF 48 BAR DIAMETERS.
14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 P51
IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000
PSI Of: NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE.
Iia. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED. FASTENERS TO HAVE MIN. GIBE RATING.
FOUNDATION
FLAN
1. Ang changes
to
plans must
be submitted to the architect SCALE: 1/4" = I'-011
for approval before proceeding with construction.
2. Contractor shall be responsible for verification of all Termite Protection for New
notation and dimensions before starting construction. Construction.
3. Soil conditions assumed to be 2500 psf. Should ang other conditions be Soil treatment used for subterranean termite prevention
encountered, the architect shall be notified in writing for revision inside the foundation perimeter shall be dome after all
4. Verifq all recess thickness at showers, tile, etc.... excavation, backfilling and compaction is complete.
5. Contractor to provide filled cell With concrete and 1 #5 bar Vert. at 48" If soil area is disturbed after initial chemical soil treatment
o.c. max. Provide (1) filled cell on each side of openings up to 5'-11" wide. area shall be re -treated with a chemical soil treatment
Provide (2) filled cells on each side of openings from L'-O" to T-11" including spaces boxed or framed.
and Provide (3) filled cells on each side of openings from 10'-0" and up Treatment must be in accordance with the rules and laws
Contractor to see plans for ang other condition used. Foundation walls established bq the Florida Department of Agriculture and
shall have filled cells at 24" o.c. unless otherwise noted (see section) consumer services.
6. Contractor to provide for Form Board Surveg - Form Board Surveg Protective sleeves around metallic pipint penetrating
to be provided to Truss Compang prior to truss construction concrete slab on grade floors shall not e of cellulose
c I taining materials and shall receive application of
1. Contractor to provide for soil test prior to construction and provide on
a copg of soil test to architect for review prior to construction termicide in annular space between sleeve and pipe.
S. ALL Reinforcing steel shall be grade �0, meeting ASTM A-16 and
A-35 specifications. ALL Anchors to be A-301 steel.
9. Provide a minimum of 3" concrete protection at footings and
1-1/2)1 concrete protection at beams for ALL reinforcing bars.
#5 bar vert. w/
30" overlap -
at each filled call
4' concrete slab with fibermash OR
iayA" #10/10 WWM on 10 mil Visquiren over
clean compacted termite treated fill
;r
14"w x 14'd concrete monolithic
footing with (2) #5 bars cont.
14"
F I �T Y F I �CA
,4" concrete slab with fibermesh OR
6"x4' #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
#5 bar cont.
Step per
foundation plan
Is
F.
� lot$
12"
DETAIL AT G
12' x 12' concrete column
block filled with concrete
and (2) #-1 bars vart. tied
into lintels above
To
.p of footer
14 below finished floor
(2) #5 bars corit. bottom steel
RAGE STEFDOWN
SCALE 1/210 = 1,-U�
Vairifg house slab
height in field
7.
30ax3oaxic' concrete
column footin with (4)
#5 bars eace wag
30"
N FOOTING 0
1/218 = 11-o"
Thicken edge to Saxe"
with concrete and
4" concrete slab
with fibermesh OR
1
7__
one #5 bar continuous
VxV #10/10 WWM
on 10 mil Visqueen over
clean compacted
termite treated fill
zo
U
GRADE\1
LL
M
PORCH SLAB EDGE DETAIL
AtI P 1/'Da = V—
#5 bar vart. wl
30' overlap
at each filled cell
_-I
Adjust curb height
based on gar. floor
slope.
#5 bar in curb
IM
-4a concrete slab with fibermash OR
0XV #10/10 WWM on 10 mil visqueen over
clean compacted termite treated fill
14'w x 14"d concrete monolithic
footing with (2) US baris cant.
GE CURB DETAIL
Filled Cell Masonrg Column With One
#5 From Footing To Tie Beam
Conc. Fill To Be 3000 FBI
See Floor Plan For Location
Sinale Filled Cell Coluimr
NTS
Filled Cell Masonrg Column With One
#5 From Footing To Beam Each.
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
Double Filled Cell Column
NITS
2" x 6"
3/8"clia.
IT wood said-4-r-ed
x 4" anchor bolt
with
at 18' o.c.
Braden it Braden AIA, PA
overhead door track secured to wood
jamb per manufacturer's product apptoval
Architects - Planners
Gara, ge
Door Jamb
Detail
411 S.E. Coconut Avenue
Tel (112) 281-8258
GARAGE
DOOR TO WITHSTAND PRESSURES STATED
NITS
Fax (112) 281-8283
IN PERMIT
INFO BOX ON
SHEET #I. SEE PRODUCT
E-mail: bradenaia0comcast.met
APPROVAL
FORM FOR MANUFACTURER
MAKE AND MODEL.
. .. . I... � A A
2 Q` 0
r �31
4t---
Ilalf� Filled cell under
girder above 0
I
Rear Patio/Slab
LU Z--to be �oured sai L
se rrate -7
from t 0 hou ab
If
24PThicken footing to
aw x 14"d x 24"L
a under filled rail
I I I I I [ALI z g\\N 4 IF-11 I I under girder bearing.
r— — — Is -
Rear Patio/Slab to
be f lush with bottom of
sliding door recess.
Slope 1/2"
Oil
I I
4" concrete slab with fibermesh OR
(-"x(-" :910/10 WWM on (o mil Visqueen over
clean compacted termite treated fill
,9
cm
r
�17
W 4*0 Steel Ballard
Ofilled wil Concrete
>)* arl
%EJ
t! E
r=
Es t!
171, 1 R... IEE a
4J
4L
F 1
L — — — — 8 — _/ - __ 1 8
H)PI 1 777-
777 LLI
%iF;r_
UJI
T7
F V F Recess for _j
----- He L — — — — I - f- 17oor
III — — — — 11771�4 — It-11F.11 117115-11 5aFa e Inini I
9 J
- a
2" x 12' concrete column block filled
with concrete and (2) #1 bars vdrt. tied
into lintele above
31-S"
91-011 -L 31-51,
Q
1
.41-01,
A/C
41
u_
FOOTING
SCHEDULE
Markl
am
Description
II
x 14-0
MONOLITHIC FOOTING
WITH
2 US BARS CONTINUOUS
12"W
X 124D
MONOLITHIC FOOTING
WITH
(2) #5 BARS CONTINUOUS
30H
x 300 x IVD
COLUMN FOOTING WITH (4)
#5 BARS EACH WAY
Saw
x S'D
ITHICKEN SLAB EDGE
WITH
1 95 BAR CONTINUOUS
14"W
With
x III
Curb at Gara
IMONOLITHic FOOTING
WITH
2 #5 BARS CONTINUOUS - CURB 9 0'-0'
Wunne Building Corp.
GARAGE
The Grand Carlton RIGHT
S nish Lakes
ga
. Lucie CountV Florida
)ate Drawn Revisiom Sheet Comm #
3-28-18
Drawn bg: 12-21
Chocked bg:
OF 5
R 00F SHEETING
ATTACHMENT DETAIL
1. Minimum Nail Size = 8d ring shank (min. 2.5" long)
2. Minimum Screw Size = #8 x 2"
3. Minimum Sheathing Thickness 19/32" CDX Plawood
4. Use nails or, S%Ows baldeon preaspre for roor stated
in permit In a ox on t e e plans for zone 3
K
Area
Edge
Field
Fastener
Max.
Fressur
Zone I
8d ring shank
45 11
Zone 2
4 it
4 of
Scl ring shank
16 psf
Zone 3
if
4
It
4
8d ring shank
8-4 psf
Zone 3a
i; of
Lot
#8 wood screw
112.5 11
Use nails or 0
nf sqrews based on gresture for ro f stated
in permit o box on these ii ns or zone 3
Verifv with Plan
11
Concrete 12ox 12"
Lintel 117-2 Column Block
Columr
Rebar
48 Bar Oia.
Rebar L
I tin. Overlap
to Lirtel
Provide #5 bars with min. 48 bar
dfameters overlap into beam. Tie
filled cell steel into continuous
boom block steel.
Proonde Cast —Crete
81,18-08/0'r precast I ----
lintel set in morter
Kin. 8' Bearing
Provide #5 bar set in pro —cast
lintel into beam where length of
the opening calls for it.
� yu;_-
a PT
rid per
into fil
4' Pro —cast
Sill X
Filled Call
Provide #5 bare with min. 48 bar
term overlap in filled cell. Tie
9,11altme call steel into continuous
factor steel.
Concrete Is
=� 6 tt� (age router ule
for exact sizes)
DETAIL AT WINDOW OPENING IN
Scale-, 1/28 = 1'-0"
CBS WALL
H-*—���SINGLE PLY REAR GIRDER TRUSS
Narl 21 x 4' bloclup
mil to yort. log of
truse with 10d x 1.5 made at 4" ox.
TRUSS BLOC
AT GIRDER (it
Attdchmert
AT CENTER
NTS
1/8' thick light textured stucco installed per
'i
ASTM C ain over ASTM D tgpe 2 paper backed
BEAM
SCHEDULE
wire lath nailed to substrate through one lager of
ASTM D Tlpe 2 felt paper using 8d mails. Substrate--,,,"",
be 19/32' CDX Plgwood 6' field
to mailed at o.c. in
and edges with 10d ring shank nails into studs.
Mark Size and
Description
I
Gulf Coast SuppIg and MFG 5v Crimp Metal roofing FL 4:11L51.12
Two rows of beam
block filled
with concrete an d 1 395 bar
2 aa. Sy crimp metal roofing attachaid to plgwood dock using 199 x 1.5"
12' D
continuous in each
row. Hook
vort" bar over top bar with
w!j screws with self scaling washer at o.c. max spacing over ASTM
(tgpe 2) 30 lb felt underlagment installed with rmn. 4 side laps and 6" end
#5 900 bond bar
with a 10"
min. lap at top bar.
aps fastened with corromom resistant tin cap& and with 1.23' ring shank nails
1aced 6' o.c. at all laps and two 4aggerea. row* 12" a.c. in field. Attach
detail
e3ck to trusses using attachment on this sheet
cift al recast Lin ##Bit
#5 bare Lintel Bar Clear "A"
ength Length Span Bars Bars
2'-10'0 21-8" 11-410 2,#3 none
81131111-ORAT OF111-1115to"IT OF41-1i 3`10" 2'
31 31-411 2'-2" 2.#3 none
-13" 2,#3 none
5 bi rs
OLVAIN 4`4" 3'-2" 2,1$3 none
1; P,
me Row of 'H*
B11i Above 5`4" 5`2" .41-01, 2,# 3 none
.7.1 50-1010 51-81, 2,# 4 none
recast Lintel
41-L" 4�_411 F I
#5 bars 11-41, 11-01,
none
Addition 2,44 none
6'-2" 2,95
GFIL—li 81-411 1 1
NOTES: —101, 1 11-01, 2,# 5 none
1. min. coverage of steal=1.5"
2. min. bearing required 0 me. and=8" ALL reinforcing steel is grade 40.
3. standard for ramr. toteel=A5TM A415
TYPICAL LINTEL SECTION
PRECAST CONCRETE
LINTEL SCHEDULE
Mark
Unit
Width
vVe,
G:Nst-Cfwt#
000011hention
Ramm, of
N14' Block
Above
Scttm
St@W
Tep
at"
sime
"OL
=4
1066
MM
Un:
MLP)
MARK
Lateral
L
119"Llroll
—
L22
W-2'
V-&'
__Lili
I
as
ZOA4
I"mil
1024
L31
21-V
2--fiN
51-P
4*-Qm
811118-08/1'r
-
I
85
2MI
I"s
110
L49
4'-S'
I' -IV
OF1111-01SAT
I
so
1105
um
33411
lJO
1'-0"
A'--V
ligall-OBAT
1
85
1230
835
121
UO
ir-Se
T-V
OFS-05/17
I
orp
Ion
1"
934
LOQ
V-Offi
W-4"
OPS-01onT
1
06
2
ors
is2
sill
912
LIO
eli
1&-&*
OPS-IS/2T
1
$5
2
$5
643
no
4011
1.908
er-O"
100-d'
VU-6/2T
ONE
1
#5
2
$6
1633
In
401
1.1100
IO`-Os
111-49
olms-18/2T
—
. 1
85
2
85
50
4`114
452
L=51
W-W
1 111-46
SPIA-15/2T
ONE
1
#5
2
so
15"
XW
452
L120
12'-(r
IV-40
81101111-11
—
1
85
2
86
4111
420
$24
L1208
Ii
13'—f
OPIA-110i
ONE
I
N
2
89
1019
110
1 324
LHO
K-W
15'-40
11111IM-0/2r
ONE
I 1
95 1
2 1
86
1260
1 ".9
Nei
LIW
W-00
Ii
SPO-18/2r
—
I 1
95 1
2 1
06
$00
=M
M4
LIWS
W—&
IT-40
SPIA-15/2T
I ONE I
I 1
#5 1
2 1
*5
sigo
600
M4
ALL LINTELS SHALL BE MADE BY CAST-CRETE.
LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE
REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING
LINTEL CONSTRUCTION. HANDLING INFORMATION, AND SAFE LOAD REQ.
REQUIREMENTS
LINTELS OVER K-O" LONG ARE TO BE PRESTRESSED.
Simpson HETA 20 or equal
me
minn,o) Woriat each truss
x 1/2' nail* -
( 24" cc.) up ortfng Max.
1810lbs. uart
Aluminum Drip -
Edge t Fascia
121,
2" x 6*
KaVmin U a vent vimgl saffit Installed
1/8' rim shank x 1.5' long Ov.
Ig mate, artIl 3/8
r:X - da. Wd W
prooloft approve - sair chart sheet $1
12' x W concrete column
black filled with concrete
and (2) *1 bare Yart. �*J_'
into lintorla above
thicken edge to S*xB'
with concrete and
one #5 bar continuous
BEYOND
To
p of looter
16' below finished floor
-4
into wall waing
rod t mn. 124
22) rod mile into truss
JNG DETAIL
TRAPPING
3EARING POINT
Aluminum Drip
Edge 4 Pascia
Flash and Counter
flesh
Mail ledger to
gable end tru
with (2) 10d
at each web
vertical mom
loo-mb loth
"a
-ratiompr=�
3/4' penetration
members
5/8" thick light textured
stucco on tgpical concrete
block construction
Varies - see plan
I
#5'bar vart. wl
30" overlap
at'aach filled cell
Rear Patio/Slab to
be flush with bottom of
sliding door recese.
Tut
Brace Gable end
with 2* x 48 SYP #2
Oft back nailed to bottom
of top chords using (2) 10d
nails at each true&
RE -ENGINEERED WOOD TRUSSES
9 24"o.c. TYPICAL
shop drawings bg manufacturer
UJI
t
4 1,0 s
4J 4_1
< ts
to D� D�
'CL =
UJI Lo to cil
to
JrL
9 F.
to 10*4
9 C4
11L_
R-30 blown fibe;plasa <
in bottom chord trusses
-1/20 drvwall with smooth finish tu
Two rows or beam block filled with concrete
and (1) #5 bar cant. in each row. Substitute
trecast lintel filled with concrete and (1) #5
ar cont. for bottom row over openings
1/2" drywall over I" x furrin
�trips at 16" o.c. with R4.1 ?1-fod
insulation on tgpical 8" Block walla
All dr9wall to -be installed per FBC R102,3.1
and shall meet all pertaining ASTM coddl.
Mortar to be Tgpe 'M' onl,� prio
,tortioned per FBC RLO1.1
and Mortar joints shall conigg wi h FBC R601.2.1.
Simpson
HETA 20
Strap
truss to wall using Simpson
MGT with
hurricane anchor at each truss
5/0" dia.
threaded rod with min 12"
embedment
to
2-4 11
supporting Max.
into
(22)
beam either wet set or in
IOd nails into truss. Add
epo_xg with
blocking to
""o
'I't <14`k`TA20�
truss log per detail on
this shoot
ri,
MINMIl
a mi
3
L41
I
pnj
ION
I
g
N
im
017111
r", VAA- W, MA
. . . . . . . . . . .
----
IM52
EMIR=
11
ra
I
Provide Dur-O-Rock at all wet areas (ex. showers, tube ato...
Fill call with concrete and
(1) #5 bar vert. Itlipical). ROOF FLAN
'Max
spacing shall not exceed
.
Wood 4a" unless otherwise noted
ass, foundation plan notes for
Base spacing at openings
4" concrete slab with fibermash OR
4"X4, #10/10 WWM on 6 mil Visqueen over
/clean compacted termite \ treated fill
ical Sectior at Front For
IFIffl!
110
10a
_r r_
43 U ;M
C,4
<
to Aa. 411.
UJ
0 to
tj
0
to 0
JMW
ECt
CT) a -*-
9 C4
1_
UJI
V
C:
Brace Gable end
with 2' x 4" SYP #2 min.
—Oft back nailed to bottom
op chords using (2) 10d
mails at each truss
of t
0 1 D
OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET
ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET
TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER
ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE
ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION.
ALL TRUSS TO TRUSS CONNECTIONS BY
TRUSS MANUFACTURER
ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR
TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION
CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE
FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION
PANEL
"A"
Role*
DR
Load
Wire
Description
ctrc#
eniv#
Description
Wire
Load
DR
Poles
2
40
1.0 kw
08
A/C camp
1
2
AHU
sio
3.5 kw
30
2
3
4
2
30
4.5 ka
slo
40 gal. water HTR
5
6
Range
-#A
T2.0 kwf�0�2
I
s
1
20
1.0 Ike
812
PUMP
9
10
DrVer
#10
5.0 ke
30
2
12
1
20
1.5 ko
912
13
14
Dishwasher
#12
_jj
20
1
20
1.5 kv
#12
Microwave
is
14
RotMerator
212-
1.2 kis
20
1
1
20
LS kw
#12
Kitchen S.A.C.
11
18
Racepts
812
-
20
1
1
20
1.5 kw
#12
Kitchen S.A.C.
19
20
, Recepts
$12
-
20
1
1
20
1 1.2 Ito
812
CIotlI Washer
21
22
Recepts
812
-
20
1
1
20
0.81 kw
912
Garage Door Opener
23
24
Receipts
-
$12
20
1
1
20
1.4 kw
#12
2r,
26
Recepts
#12
20
1
1
20
1.92 kw
#12
21
29
Recapte
$12
0
20
1
1
20
#12
General Lighting
29
So
Racepts
#12
20
1
-
1
20
#12
General Lighting
31
32
Racepts
$12
20
1
-
1
120 1
#12
General Lighting
33
34
Exterior GFCl
-
$12
20
1
-
1
20 1
812
GorwrW Lighting
UP
36
Bathroom Gr-I
$12
20
1
-
1
#12
Smoke Detectors
31
38
General Lighting
#12
20
1
1
20
#12
Bathroom OR!
31
40
General Lighting
-
$12
20
1
_
st)are
41
42
sbare
PANEL aAm LOAD CALCULATION SHEET
Load Description
Qty.
Watts
To-tal(Watte)
.AM;111..A p Circuit(s)
.Range ................................. ................
.FifrIVI ....................................... ..........
.Mic.r.qwaye .....................................................
Dish Washer
..................................................
...... .................................
...............
Water Heater
................... ..............................
...................................................
P;Irpgai. ppir. 9mrir
1135
3
rp�2os
2
1.500
S.000
1
12,000
12.000
1
1,200
1,200
11.500
1.500
1
1,200
1.200
1
1.200
1,200
1
5,000
6.000
'500
4,500
1
1800
00
1
810
1111110
Total Watts
First 10000 Watts 9100%
1
10.000
10,000
Remainder 21,415 940%
1
0
10,416,9
Electric Heat or A/C 10,000 065%
1
10,000
10,000
Calculated Load
Watts
90.461,
Voltage
240
Calculated Wattage Divided bg Voltage Total Amps 124.03
Panel Size Required ISO
r
Electrical Sgmbol Legend
Single Palo Switch
[9
Recessed Can Light
%%
Double Palo Switch
19
Eitelball Recessed
_L
P15
Push Button Switch
_JCr
Exhaust Pan
Duplex Outlet
Coiling Mounted Light
special Receptacle
0-
0
Wall Mounted Light
,,ftWt=
ground fault circuit
in
3a
Light with Pull Chain (attic)
Floor Duplex Outlet
@
Computer Connection Jack
rc-ml
Carbon Monoxide Detector
412
Flood Light
Thermostat
=
Electrical Panel
Central Vac
E!Z-5
Electrical Motor
Smoke Detector
%zP
Calling tan
Television Jack
n3E
Telephone Jack
AC oisc
A/C Disconnect
I x 4 Florescent Light
CEO
2 x 4 Florescent Light
Speaker Hook -Up
Intercom A
H B 4
Vent thru__
S-OTFFt'
PATIO/SLAB
GR AT
R OM
1
Carter Raw t
III CPM an calling ton,
)OXIOXI
DINING
ROOM
232 CPM
L
SECOND
BEDROOM
12x12x9 1/1
B/A
1:2111
�;Z - JI
COVERED
PORCH
JUNCTION BOX TO SUPPORT A FAN
as THERMOSTAT LOCATION
0 MEC��ANICAL LA\�CUT
B/A = BALANCED AIR I
Electric Notes; SCALE: 1/4" 1'-011
1. Use copper wire on[ no aluminum.
- 11. It is not the intent of these plans to show everg minor detail
2 Provide and wire 211 required smoke detectors.
of construction. The contractor shall furnish and install
3. Contractor to verifg location of electrical all items for a complete electrical sgstem and provide all
service and provider. the requirements necessary for the equipment to be placed in
4. ALL taddle fans shall be on a rheostat. proper working order.
S. ALL ath and kitchen receptacles to be GFI protected. 18. All work shall be dome in accordance with the N.E.C. and
4. ALL exterior outlets to be WP/GFI protected. shall compIg with all local codes and ordinances, and shall
1. Recessed cans to be installed per NFPA requirements. meet all standard requirements of the local electric utilitg
8. AFCI receptacles are reguired in all rooms except and telephone compang.
Kitchen. Bathrooms, and Garage.
9. A/C Return Air Balance Must compI9 wl FBC RM1402 101. The electrical system shall be completelyi and effectivet
10. A/C RefriI lines that are run thru slabs must be
sleeved in grounded as required bg the latest edition of the N.F-2.
11. ALL A/C Equipment shall comply with anergg calculation 20. All material shall be new and shall bear underwriters'
12. All work shall be performed bg a licensed electrical labels where applicable.
contractor, the completed s4stem shall be fully operative.
13. Contractor shall pag for all 7eals. permits, testing. and 21. All equipment and panel sizes shall be verified before
inspections including blower testing where required. ordering. The contractor shall provide circuit routings to
suit the job conditions.
14. Alt work shall be coordinated with other trades to avoid
interference with the progress of construction.
15. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for an the plans
against the public liabilitg and propertg damage for the or as selected by others.
duration of the work.
14. Contractor shall guarantee all materials and workmanship 23. All raceways and pipes placed in or through ang concrete
free of defects for a period of not less than two gears from slab shall be spaced a minimum of three diameters of the
the date of acceptance or certificate of occupancg, or one largest conduit or pipe from ang other service.
gear from closing sale of house.
Correction of defects shall be completed without additional 24. All exposed wire below 9'-1" shall be installed in metal EMT
charge and shall include replacements or repair of ang conduit.
other phase of installation that mag have been damaged. 25. Orger Vents to be installed per FBC RMIS02
it's CFM
IOx1O)d
MASTER
BEDROOM
CFM
IOx10)d
- - - -
ie�
12xI2X11
=LOSET 15/A
INN
F
_2F x1I 1
Attic Access
LJ
150 Amp
Panel
GARAGE
r ----------------- I
A/C dise.
1
150
*!2/Q Aluminum food AMR
MCS
I %N Conduit PANEL
L
&
AHIJ
7 PVC PPI
2' rigid sairvice FPL Bar III wire
I Fto 15 con Mar in slab
ELECTRICAL RISER
- Contractor shall use AL-CU Landing jugs. NTIS
- Contractor shall torque lugs I.A.W.
manufacturers recommendations which
shall be verified prior to construction
--- Ydnt_t�ru
Soffit
eter
Braden 4
Braden AlAt PA
Architects
- Planners
-411
S.E. Coconut Avenue
Tel :
(112) 281-8258
Pax :
(112) 281-8283
E-mail:
bradenaia0comcast.net
Exhaust Duct
Thru Soffit -
Wire For
Front Post
Light
-I:�overed Porch',
10
I
1
I
V 91
tj
GSmoke Carbon
R0 M Monoxide Detector
Combo
W
Vdi"I 75�1, Lnter >
'00
0_��CONID
E3EDR000
B III\
t Q\tE R E 1:�,
P07Mpt I
MASTER
BEDROOM
jp-h GFC1
U.H
2:F x
r
Attic Accome
Nth light
--- TT
Opt=§I PR 1910 Amp
pwwl location net
I / Pa
Pull chain
light in attic
=E) _(�r
42"h GFCl
GARAGE
Garage
I
r----------------- 1
�=LECTRICAL FLAN
0
Ul
>
n_A�Post Light oth
I Photo dell
WUnne Building Q rp.
Th�g_ Grand Carlton
Stanish Lakes
5 . Lucie Countg Florida
xhaust Duct
hru Soffit
4" Exhaust
Duct Thru
Wall
WFI GFCI
Ir stall oulsit
rider disc.
14 1 �L
not shown ror
L claritg
A/C
41
eter
Q
SCALE: 1/4" 1'-011
Attic Ventino Calculations FBC 2309.1
Total Attic Space 2124 sq. ft.
Venting Ratio 1/150 14.1� sq- ft. required
Provide A Continuous Vented Soffit
Date Drawn Revision&
3-218-18
GARAGE Drawn bg.
RIGHT C.C.U.
Chocked by:
D.R.B.
Sheet Comm
E-1 12-21
OF 5
A=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
5PAGING NOTE
ALL TRUSSES ARE TO BE SET
AT 2'-0: ON CENTER
EXCEPT AS NOTED
MULTIPLE PLY TRUSSES MUST BE
-�ASTENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
.A IF MULTIPLE PLY.
F9
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30'BY THE PEAK.
30'Sp S S Aft
degrees
less
4-1 /2 11,
Tog I ine spon cipprox.
RLFER TO 3CSI
Tr,j,, b� �0 th,� �ay if �mre usa d
Tr,�s in an e,annae. yor trus� may not match.
C,O.,,, 0,
, ,�t,, �, , t s t,�SS this woy�
30' to 60' Span A
SDreader Bar
09 _Approx 2/3 to--s�
Une 1/2 of Span
REFER TO BCSI
oss must be set this way if crone used.
This is on example, truss may not match.
Insist crone operator sets truss this way.
All load bearing walls, headers,
beams & lintels must be in place
at indicated height before trusses
are installed. A
----------------- -1
4CZ:> —T-- IEEE
UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES
ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR
ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT
WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS.
CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR.
U REPRESENTS A HANGER
For Truss to Truss
Connections see
hanger/connector
schedule in engineering
package.
Carrying Girder
Nails must be as
shown. Guide tabs c
Dome angle nails.
Truss
SEAT PLATES BY CHAMBERS
INDICATES LOAD BEARING WALL
REQUIRED BY RUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-1"
ABOVE FINISHED FLOOR
12
4.00 F--
Cn upset=114" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-l"
TYPICAL END DETAIL
12
4.00 r--
A
�2 1-2 2 .00 0 8.
co
upsell heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-l"
END DETAIL: A
i
ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17'- 23'IN LENGTH
Do not stand on trusses until they are braced per, BCSI & properly nailed to straps & hangers
GARAGE LEFT
GARAGE RIGHT
The Architect,s or Architect's representative's
shop drawing approval is NOT a
"double check" Of the contractor.
The contractor shall remain resplllibl�
for checking field measurements and
other construction criteria. Architect's
approval covers general roof shape,
review of trus, 'trapping, and loading on
structure from, gr vity arid Uplift loads and
their le, ve 10 t- ns.
APPM�ed Bv: ha
Date 4 74
A
FABRICATION AGREEMENT'
The *0 dearalprilon of the Woperty where tre herself; will be linstdrad Is:
—moma*l ard ouress:
Th 1; Treeless; we be made In sM scootilanos wM lihis Um plaosmart fillegrarn layoK
shii the sells wAreftfor doftm**V summU ftbirloaft of In linmareL
7_ dimensloref h V& Woult hill been wl by finer wdw*r,@cL
T
f
unises, wftn noti Is lemided by mallard maill to Orainkers Tru" within
& U40 IL
pd '611' drilhiellf Via undersigned flown #W no bealrdarl all be Wilowed.-In Z
" cod is" dop In all
v,xh serturn Is U4dW Ch=6" Three W" hm trise (3) kd
to be* In Pdm ra*ked. or to- subedl odwinusses. st Chermilmn; Cl
teroal of SCSI Iwo rommely ~ by TPI & WTOA.
.Thet
4. The Wdw$WnPd 10 men we
aDaVary 16 to job 611a, a do job aft aft for
Deft
_ C
delivery. CharriberaTiruss has On sole a0rodlifto delarmirre ft RA�Offt)Ob 111111111011`1111
o(
poreern of ftjob aft fordalkwirf. ChambersTmaril be dWhMY OrJY.
T The
5 a reeplimblis for arldborad delivery uperaes I Chambers Thns hu to redal
he brW
j
becamiab oft In not Papered for dellirary or boiler Is not of tusae&
1, 1,
puyer. is faraponsible to chambers Tmas for being corift dw=W=
a _ pills a KONdwg"Mmad0ti
& pflor, rar shown Iq paragraph 7 below Ile sullied to 11
V& WjolL A $60 per brox In for mkillons; may be do byCNmtlmTtUM *
I 11ill 15 6 puRcHAsE ORDER to Chambers.7hial of ft win swered w, or W
slinerement a pearearnable Pion. lairroke will be made on MMY NW Paid WIM wm of
j - delivery. Involos rw be inaft at schredrilled dift of d*-WY V bulrw Guvwt
In W�nnct
of .1losdard 11russes. The widerallosed forress to Tom memum
fee for CDRSGft* In event of poplawit not ft* ==.Par serilorr
derip wm be added for &I sume not preld-w" serves.
& SWOK" or killish hall
ilp,'Inowmmwgdmof=*"T= werallorth dieundersigned
oneonArsial Vmmtm =When due d al and d kWd*Wrms owed 10
CharstorliS Tpures by.al raft valefel and gre ondarvioredi agrees to pay Kroh
lideblednesS InC&A&V aqmTwis Ises, If do&A In larimsed for moral be madle by On
M=vw wmt of corrovinkii; file go bear kwarhad herisivider
al Mich action wall
b:*jP0= on
r
DATED�
. 1.
Muffilplat * twass intart be fairiened wp#w per anlinewinIg
biliftnif tMy am sal failure to do so can reatiltin rocr 001111111111111110-
TemPonli and POInnamil bracing an' req%dred wid can am We
. wil propertf and Is the ris;failbw Of ow trtm enildor.
confArift of the Irdbrilination paeat incIluded on fild"ll
before "t" tuaill6s. -
Tmalsonwallientard' pardadriopermt4"aftmgm
Trillagal inuat be i'd Ourribi and squpre
Do nori'imit burilla or altack of plyrarood, roofing linallorild Of OW
mk., bal an Ilrosaw this can ciiam cobPd&
DO NOTSET TRUSSES USING THIS LAYOUT I
USE LAYOUT DELIVERED WITH TMMES TO SET TRUSSES —A
BERO TRUSS INC
3105 oleander Aienue
Fort-Plardei- FIdirida 34982-6423
800-551-5932
r-ort Plarce M46111I Fox
rlrr� 91�.h 772JIRRM12 shilart Jrk06-3=
92-0/93.2 MITEX 4.2
DESIGN CRITERIA
County
SAINT LUCIE
Building Department
SAINT LUCIE COUNTY
Wind Design Criteria
ASCE 7-2010
Wind Design Method
MWFRSIC-C hybrid Wind ASCE 7-10
Roofing Material
Shingle or Shake
On
Loading in PSF
Roof R-D.L.
S
Top Chord Live
20
Top Chord Dead
7 4.2
q0
1�
0
0
Bottom Chord Live
10 Norn-Concurrent
E C1
Bottom Chord Dead
10 3
0 �
�
C
TOTAL Load
37 7.2
10
1
Duration Factor
1.25
111
Wind Speed
165mph
E
.9
Top Chord C.B.
Sheeting by builder.
In
Bottom Chord C.B.
Sheeting by builder.
Highest Mean Height
14'-W
Building Type
ENCLOSED
Building Category
II:Non Restrictive
Exposure Category
C
Barrier Island
No
Conforms to FBC 2017
W
W
13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT
Verify DESIGN CRITERIA shown above with the
building department and our engineer.
Design Criteria is the responsibility of the
Chambers Truss Inc. Drawing Nam: Mi 1323
Scale: 1/4 = 1'
72 total trusses, 13 different trusses.
MI 4: SAE ACAD: SAE Reviewed By-_
Date: 04/24/12 Revised: =1118
FOR
WYNNE BUILDING CORP.
DESCRIPTION:
62'GRAND CARLTON III
PAGE I of 1 CUSTOMER INITIALS EACJJ PAGE 7-0/3:5
M 11323 Ar
/&,0- e1mr-lo W