HomeMy WebLinkAboutBUILDING PLAN12
'H,
Finish Columns with
5/8" thick cut coral
finished stucco bands
Gulf Coast Suppig and MFG 5v Crimp Metal roofing FL 3111"1.12
U go. 5v crimp metal roofing attached to plgwood anick using #9 x 1.5"
wood screws with self sealing washer at 12" ii.c. max spacing over ASTM D
ftgpe 2) 30 lb felt underlayment installed with min. 4 side laps and 6" end
(ape fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced L" o.c. at all laps and two staggered . rows 12" o.c. in field. Attach
deck to trusses using attachment detai on this sheet
5/8" thick light textured L_J
stucco on tgpical concrete a
block construction
-------------------------
da, "Co 400 slow III -omqw4mlocp saw Gam lilic
5/8" thick x 8"Lu cut
RIGHT ELEVATION coral finished 5tuq I co bands
fqUnQja!4I' 146
A69
ST. LUCIE COUNTY BUILDING DIVISION
REVIEWED FOR COMPI��E
REVIE D Y
DA E
T �4_
4ADBP �IT �BEKEPT�DNJOS
THW Ill AND ALL ROKW 1111110111�
PLAN S E R M S
Aft SUItZIOTTO ANY CONRECTION
SITE OR NO INSPECTION(S) WILL BE MADE
RI DY RU IMPECTORS TH!' T
MAI 4CCEVeAN IN OnDER TO
r �
COVL� WITH ALL AMQU C, �t
CONCEALED FASTENERS OR ATTACHMINn
ARE THE RESPONSIBILn OF I HE
CONTRAC I OR OF RECORD
12
aiI
FILE 00 1 PY 4 [SLOPE
_,wom
SCALE: 1/4" = 1'-0'
Gulf Coast Supplil. and MFG 5v Crimp Metal roofing FL UU51.12
2� a. Sv crimp metal roofing attached to plilwood deck using #9 x 1.5"
wiI screws wit . h self strahng washer at 12" o.c. max spacing over ASTM 0
(tgpe 2) 30 lb felt underlagment. installed with min. 4 aide laps and I" end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
%aced 6" o.c. at all laps and two staggered . rows 12" o.c. in field. Attach
ck to trusses using attachment detail an this sheet
12
SLOPE 14
Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL 111:1101.12
24 go. 5v crimp metal roofing attached to plgwood -deck uring #9 x 1.5'
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(tgpe 2) 30 lb felt underlagment installed with min. 4, side.laps and 6" and
laps fastened with corrosion resistant tin caps and all 1.25 ring shank nails
spaced 4" o.c. at all laps and two staggered rows 12" o.c. in field. Attach
deck to trusses using attachment detai on this sheet
12
4 1 SLq��
W-16 T.O.B.
�H,
0'-0" Finished Floor
- - - - - - - - - -
I r S/8" thick light textured
= inisfi C c i I 111 11 :1 1 1 1�
5 _10
/8" thick cut coi al Stucco on t9pical concrete
Finished stucco bands block construction
ELE\/ATION NOTES:
REAR ELEVATION
- Overhangs at I`0" unless otherwise noted on Roof Fldn
- Roof pitch at 4:12 unless otherwise noted
- Ang changes to this plan shall be submitted to the architect
for approval in writing prior to starting construction.
- Return ALL Stucco Bands into Window or Door.
12
5�8" thick x: 8"w cut El
coral finished stucco
6,/8" thick light textured
Stucco on tgpical concrete
block construction
Finished Floor -- - - - - - - - - - - - - - - - - - - - - - - - - - - - -
LEFT ELEVATkDN
SCALE: 114' 1'-0'
Product Approval Submittal Affidavit
Opening Schedule Swing Doors, Overhead Doors, SUding D
Windows & Skylights
Opening
Type
NOA/I
NUMIM
Product
Model #
Manufacturer
Glass
Attachment method
TEST
EE ir tion
D% a
a
Design Pressure
of Approved Tests
1.2.3
t4
FLU 239.3
Single Hung
SH-100
Impact
PGT
5/141,
114' din. tW2 w/ min. 1 3/8" penetration to be
spaced per pr act approval. Contractor *hall adhere to
min. edge distances specified in Product approval
80.0 PSF
A
16-0330.02
Overhead
Garage Door
Model 824/811
9'-4" max width
IIII max height
DAB
X x 6' *Tr OPP, )1! 91 Xt
A 8 6. Hit SI
FI bI
�dlr*4Pdl "-.M
Vill -Mhmt Left
10-9-21
+1 50.0/-40.0 psf
14614.1
Fiberglass
Design Pro/
Smooth Pro
Jeld-Wen
Elco 1/4' din. ta" with win 1.25' embedment at 3' max
from corners and 115' oc, I ther-fter in head and jambs.
50.0 PSIF
1C
FLU 251.6
Sliding Glass
Door
Series 110
SGD
PGT
1' nom
Tqpe "GSAO
lllq' a 411L topcons In/ min. penetration to be
aw 2. product approval. Contractor viliall adhere to
11w
sift 2 is g distanI specified in Product approval
SIF
Product
NOA/I
NMWER
Model #
Manufacturer
Attachment Method
S
S
rat tion
DaReT
of
Design Pressure
Approved Tests
Mullions
FL# 241.1
1' x 2 3/4' x .315'
PGT
ristall er fastener tgpe and spacings shown in Table iA and IB
!n procruct approval on sheet 5 of 22,
1+ 58.0 PSr-
Roof
FLU 111.51.12
5v Crimp
Metal Roofing
Gulf Coast S PPIg
and manufacturing
116 ga. 5v crimp metal roofing attached to plilwood deck using 49 x 1.5"
sood screws with sell sealing washer at 12' o.c. max spacing over ASTM D
(tilipe 2) 30 Ib felt underlailiment installed with min. 4 side laps and A" end
laps Fastened with corrosion resistant tin caps and with 1.25' ring *Imk nails
rced 6" ux. at all lop and two ate red rows 12' o.c. in field. Attach
ck to trusses u&N attachment detailgan roof plan
108.5 FSF
Siding
Stucco an Block
Soffit
FL# 12198.3
Model T4 12- vented
ving] Soffit
Kagcan
Install using 2" x 2' battens at 40 o.c. screwed to soffit framing using
#8 x 3* wood screws at each truss, Install soffit to battens using
0,12" din, x 1.5" Iona ring shark III with 3/8" ad, head,
+�S.O/-35.0 5 F
Hurricane
Panels
24 Gauge
Storm Panels
Global Protection
Products LLC
Instal /24ddi. solid set lead anchors with 1/4' dia.-20 x: 1,51
long ISSusinscridu a combo. with Neoprene washer at 12 1/2' o.c.
along the bottom and 13' o.c. at the top
45.0 PSIF
I have reviewed
the above and approved it by, my seal below. ( Architect or Engineer of Record
6/8" thick X 8"Lu Cut ---
coral finished stucco bands
2' x .4" top platel 11 1/2" drgwall ceiling an truss bottom cord
1/2" dr9wall on
2" x: 4' studs at 16" o.c.
base -board ------- \ 11 11 ,, 2" x 4" P.T. bottom plate
',, 4" concrete slab with fibermesh OR
12
-4 1 SLOPE
SCALE. 114" = 1'-0"
Gulf Coast Suppig and MFG 5V Crimp Metal roofir;LPI #11451.12
2( go- 5v crim,% metal roofing attached to p[qwood ck using #9 x 1.54
woo screws wit ad. -If sealing washer at 12" o.c. max spacing over ASTM 0
(tope 2) 30 lb felt uriderlagment installed with min. 4 side laps and V' end
laps fastened with corrosion resistant tin caps and with 1.2511 ring shank nails
%aced 4" o.c. ateall laps and two staggered . rows 12" o,c. in Field- Attach
dick to trundles u Ing attachment datai on this sheet
5/8" thick x 8"w cut
coral finished stucco bands
1/8" Thick cut coral stucco over paper
backed wire lath nailed to substrate through
one lager of 15 lb felt using Sid nails. Substrate
to be 19/S2' CDX Plgwood nailed at C o.c.
in field and edges with 10d ring shank galvanized
nails into truss webbing.
NOW 10 1 1=0 I
a-- 5/8" thick x 8"w cut
Fffib 61-, L� I coral finished stucco bands
a 64howl,
5/8" thick light textured Finish Columns with
stucco on t9PIcal concrete 5/8" thick cut coral
block construction frnished stucco bands
FRONT ELE\/ATION
CXL" #10/10 WWM on 6 all Via
clean compacted termite treate�
union over
fill
Interior Non -Bearing Partition
Braden It
Braden AIA, FA
Wonne
Building Corp.
Architects
- Planners
41-1
B
S.E. Coconut Avenue
THE
STERLING
Tel
: (112) 281-8258
Fax
E-mail:
: (112) 281-8283
bradenaia0comcast.net
Spanish Lakes
Stuart. FL
14994 UAAr_0e)e)n`I
St. Lucie
Countg Florida
SCALE: 1/4" = 1'-0'
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 Buildin
Bulldln% 9 Code Residential; (Pth Edition and ASCE 1-10 for Wind Loading
Mean Design is: Enclowd Risk Categorg: 11 Wind Velocitg: 145 mph ultimate
ocif Height.jr- " Roof Pitch. 4:12
.g
Internal Pressure c;ourficient: tO.18
Subjectabilitg to damage from: Weathering: Negligible Termites. Verij Hall
Width of Roof End Zone- 3'-4" Wind Speed: IQ mph ultimate
Wind Exposure Classification: C 1 4pt Iwo:
Adjt,stment factor for Exposure Height. 1.21 x 0.6 = 0.-1 ASO denn 'As 1"W1117N
Load Combination: ASCE "I Section 2.4 DL+LL; DL+0AIlI' ; O.LDL+I L
Components t Cladding Wind Pressure (NET) Roof Zone: 1. +20.4/-32.6 Pat
Roof Zone: 2. +20.1./-51.0 Pat
Roof Zone. 3. +20.4/-84.0 Pat
Components i Cladding Wall End Zone Width. 'ft4 "
Components t Cladding Wind Pressure (NET) ta I one.
4.+35.8/-38.1 PSI
Wall Zone.
5.+35.8/-4j.s pet
Components t Cladding Wind Pressure (NET) an Garage
Door- +II Pat
Shear Walls Considered for Structure? yes
Continuous Load Path Provided7yes
Are Components an Cladding 04-575 Provided?Yes
Minimum Soil Searing Pressure..2,500pea, Presumptive:
X Bg Test:-pv
Thfa Building Shall Have thilIfr-ollowing,
APPROVED SHUTTER& A IMPACT GLASICII,
NEITHER:
ROOF LIVE LOAD. 31 Pat ROOF OF -AD LOAD: 10 Pat
,FLOOR
LIVE LOAD:_15- Pat FLOOR DEAD LOAD:_L0_ Pat
JOB ADDRESS: 9\ QA-(
MODEL:
Date Drawn
Revisions
3-28-18
RE
Drawn bg-
PORCH
LEFT
C.C.U.
Checked bU.
I
ED. R. B.
= Roof Zone I
Walls Zone 4
= Roof Zone 2
Walls, Zone 5
END ZONE
= Corner Zones
Roof Zone 3
Sheet I Comm #
OF 5
FLOOR FLAN
CRASH FOST DETAIL
TYPICAL
NOTES: SCALE 114" F-0"
N.T.S.
1.
Contractor to verifg ALL notes and dimensions prior to
S4" high bg I" diameter
steel crash at. Floor
11
proceeding with work.
Flange with 3/8"
bolts
2.
Contractor to STRICTLY enforce ALL OSHA Requirements.
exgunsion into
$a (S/8"t 50 kal steel plate)
3.
ALL Lumber to be used as Beam, Rafters, etc... to have
a minimum 1,400 fiber stress.
4.
No dissimilar metals to touch.
2�2" 2 �2'
5.
ALL Concrete used for slabs shall be min. 2,500 FBI concrete.
�2"
ALL Concrete used for vertical filled cells, cont. tie beams etc.. to
0
shall be 3,000 P.S.I. concrete and/or 4,000 F.S.I. grout mix
4.
Drgwall at ceilings shall be leveled and attached to bottom chord
of trusses with screws per FBC R102.3.5.
10 0
1.
ALL wood in contact with concrete shall be pressure treated.
r
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.
11.
Contractor to Provide a 2'-8" wide door at one bathroom for
handicap accessibilitg requirements.
12.
Lowest finished floor to be set bg Governing Building Department
5urvegor to set in field.
13.
Separation between residence and garage shall be per FBC R302.6
1-4.
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 Der
FBC R302.9.1
16.
Wall and ceiling finishes shall have a smoke -developed index of not greater than -450
per FBC R3012.9.2
11.
All exposed attic insulation materials installed on attic floors shall have a critical radiant I" 4" P.4. Buck nailed to Masomrq Beam
flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation
x
block with case hardened nails
materials exposed on the underside of the roof deck or on the attic walls shall compIg
prior to do r attach em
18.
with F.B.C. R314 - see permit info box of code edition
G psum board material shall conform to ASTM C31., C19, C415, C614, C(.30, C931
N�O,
7
. . . . . .
C1002, C104-1,C:11-1-1, C1118, C12-18, C1395, of C1396 and shall be installed
LI
accordino to the followinq: (FBC R
DrUwall
Thickness
Location
Orientation
Framing
ember
�pacing
Max. spacing
of fasteners
Nail sizing options for
installation a drqwall into
maximum
wood framing members
crews
20 x min. t tickness
Ceiling
Perpendicular
240
11.
124
13ga 1 3/8- long with 19/44' head
OR
0.098m diameter x 1 1/4" long
annular -ringed or Sd cooler mail
Y2
OR
Walls
Either
161.
a.
14"
0.080" dia. x 1 5/8" long with
Direction
15/44" head
OR
Glpsum board mail 0.086" dia.
x slam with 9/32m head.
13ga I slam long with 19/44" head
Ceiling
Perpendicular
2.4n
11.
12#
OR
0.098" diameter x 1 3/8' long
annular -ringed or 6d cooler nail
%
OR
Walls
Either
all
14M
2" dia. x 1 -1/8' long with
Direction
I/ head
OR
Gipsum board mail 0-0915- dia.
x 1/8" with 19/44" head.
AREA CALCULATIONS
Living A/C 1,414
Front Porch 53
Rear Porch 1%
Garage 321
sq.
sq.
sq.
sq.
ft.
ft,
ft.
ft.
Total Under Roof=
2,124
sq.
ft,
Total Cubic Ft =
11,192
2* VTR
21' VTR
Master(
Bath I
r
2'
Lay.
1
W.C.
2' VTR
a.
2'
Shop. a"
Kit. Sunk
Kitchen 2-
W.C.
Bath #2 Shop.
.0.
Nclo-sh To Septic
c.o.
FLUME31NG RISER
1 0 0
Install SGID thru buck into If
block with 3/14" tap -con 0 0
1 1/2" penetration at 4" o-c- max.
from each corner and 20." o.c. max
thereafter at head per product approval
I" x 4' F.T. Buck nailed to
block with case hardened nails
Head prior to door attachment Ln
fixed door
Use 3/14" tap -con with sliding door
1/2" penetration at 4" o.c. max.
from each corner and 20" o.c. max Masomrg Wall
thereafter at sill per product a
19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.L,
A108.1, A118.1, AIIII A134.1 and A13-1.1
20. Cement, fiber -cement or glass mat 2psum backers in accordance with ASTM
C1288, C1325, OR CII-18 and installe I.A.W. manufacturers recommendations shall
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-ce[ling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics
shall have a flame Spread index not to exceed 25 with an accomPanr� smoke
developed index not to exceed -450 when tested in accordance wit STM E 84.
Insulation shall compl� with F.B.C. II
Gulf Coast Supplg and MFG 5v Crimp Metal roofin�eFl_ u#1,1451.12
24 ijia. Sv crimp metal roofing attached to plgwood ck a ng #9 X 1.5'
woo screws with self sealing washer at 12" o.c. max spacing over ASTM 0
(tgpe 2) 30 lb felt underlagmerit installed with min. 4" side laps and 41, end
laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails
laced 4' o.c. at all laps and two staggered . rows 12" o.c. in field. Attach
r
k to trusses using attachment detail on this sheet
Simpson HETA 20 or equal
hurricane anchor at each truss
12
With (10) Od x 1 1/2' nails
PRE-E!NGINEERED TRUSSES
24" O.C.) sup opting Max.
at 2.4"o.c. TYPICAL
16101ba. upUt
(aiiiiap drawings bg manufacturer)
Aluminum Drip
X X X xl�( X XX XXXX2LI X X
'\R-30 blown fiberiplass
Edge t Fascia
im bottom chord or trusses
-1/2" drgwall with smooth finish
N�_and
2" x 4" Sub -Fascia
---- Two rows of beem block filled with concrete
(1) #5 bar cont. in each row. Substitute
Ka9can lull o vent vinyl soffit installed
recast lintel filled with concrete and (1) #5
gar cont. for bottom row over openings
using 1/0' dra shank x T.5' lorig galv.
mail& with 3/8' dia. head per
approval - ment chart shoat #1
1/2' driwallnover I" x furrin
PI
strips a 14 o'c. with II -Poll
-insulation on tgpical 8" Block walls
5/8" thick light textured
All drgwall to be installed per FBC R102.3.1
stucco on tgpical concrete
T and shall meet all pertaining ASTM candes.
ba Mortar to be T .1111 T pr ortioned per FBC R4011
0"39
block construction
wit IFIBC R401.2.1.
and Mortar jont'sipshall comp It
---- Provide Dur-O-Rock at all wet areas (ex. showers, tube etc...
#S bar vert- w/
R�
30" overlap
----Fill call with concrete and
at each filled call
-,_(I) #5 bar vart. (tilpical).
Max. spacing shall not exceed
48" unless otherwise mated
Wood see foundation plan notes for
spacing at openings
4" concrete slab with fibermesh OR
411xv #10/10 WWM on L mil Visqueen over
/ clean compacted termite treated fill
Grade 3:
14" x 14" ConCrete footim
with (2) #5 bdrs cont. ang #5
TYFICAL SECTION
transverse bars at 48' a.c.
Scale : 1/2" = I'-0"
Bat -tom' -Track ...... TUpical Flooring
Sill Install 5GD thru buck into
block with 3/16" tap -con with
1 1/2" penetration at 4" -ax. max.
liding E) cor E) et call from each corner and 20-' o-c. max
4. M n r 11 111011 N 7 _C; thereafter at jambs per product approval Jamb
UJIndow
Schedule
Mark
t
Size
Rouqh Open.
-
Window Description
PRESSURE ZONE
1.
4'-5ka"x 5'�3!`a"
54k8"X 43!/4"
Single Hung
ZONE 4
2.
4'-2�e"x 5'1-3 !4a"
15" X 43 �Jm
Single Hung
ZONE 4
3.
11 x S'-i2
i
1/2'
, 21�2"x 38%"
Single Hung
ZONE 4
'4'
1'ii'-Sy.mx 'q'712Vm
1 5,4y."x 5q%"
Single Hung
ZONE 4
ALL
1
Windows to be aluminum
windows w/ tint
and mullions per
elevations.
ALL
windows to withstand
pressures in permit info box on
sheet I
ALL
windows in bathrooms to
be tempered
Ali
rough opening
dimensions
to be verified bg contractor
,�witfi
manufac.tiurer s specs prior to construction
Door Schedule
lark
Size
Rough Opening
Door Des ription
PRESSURE ZONE
A
9'-0"
X
T_ON
X 84"
Overhead Garage Door
ZONE 4
B
3 1-00
X
41�4x 03/4
Fiberglass Panel - Inswing
ZONE 4
C
V-011 X
14# x-81 �2"
Sliding Glass Door
ZONE 4
21-04 X
Solid Core - Wood L-Pamel -Bi-Fold Finished
24" x 81 �2"
-D
2'-t.- X 4'1-8'
Solid Core - Wood 4-Panel
S`Om X C-8"
Solid Core - Wood 4-Pariel - Bi-Fold
G
2'-80 x C-8a x 1 N'
Solid Core Wood. Steel, or Masoryte Door
H
2'-S"
X
d.1-8n
Solid Core
- Wo - 4-Paimel
12�' 101-on
0 p�. P A All
=71:i �LOJLOJ
EGRESS L
12" x 12' Concrete column/
block filled with concrete and
12) #1 bars vert. tied into
lintels above
Covered Porch
Provide screen infill below
MASTER
UUC BEDROOM jilg'-Om to cl':0" A�F,F.
00 LL-V U
-r =.' -
F = 9L 8'-0" Vaulted Ceiling
Flat Ceiling
GRE �T
R 0 0 Jim
C4
O_
-0. 231,
H.B. 0) Vamitv to-ee-
bo 2' x 4" knee -wall jila'-Ot to 9'-8" A.F.F� ;4)
rr(T- J below counter top qv Vaulted Ceiling
CL(:),,. FT [DINING
:!J
LIKEN a. 7. R 0 0 M
CASINP F Ro7 iTsh-elf
I Dim/
ATH
LU Vanitg to be
34 �2' high
/I S'- 0 3/,4
<ITCHE�
Vemil Dr4er.. M
throL h wall Q L 1-1 2" 7
(1h8-0. A.F.F.
rFlat Ceiling
101-51, 4'- 1
dr _1 -
I--- CnLA1K53NNP
p er a inets to L)
extend over Ref. 10'-2" Q
2- filler-� In
Ifti E BATH
LEE Rod t Shelf
0
kF R-11 '�`Iat W.H. 0)
A/C I Ballard E�
I Ey�edtyeteail on this --iI -8
57 > L eNb�
Provide auto F _ii' _x 14'-
L!J closer Attic Ac"ces"s
with I,& J :22"
Flat Ceiling
150 Amp
Met in
e' Panel I
Lip,
SECOND
GARAGE El' RGEN Y BEDROOM-,
E RESS
COD 0 JILi A.F,F. M Cil 3
Flat Ceiling r-
ci
0,
r- - - - - - - - - - - - - - - - - EGR
Block wall in
I
"I" to be R E a
strucT block (D
C VERED
12- x 12- concrete coluitin block filled
JJORCIH with concrete and (2) #1 bars vert. tied
into lintels aboye
/-A\ 2"
E131 Ed 'y
3`5" 91-01, 31-51, � 2`8' 2'-811 S'-2- 61-4n
>� 31. me 31, < >
>� 51-411 e
341-OU
J
2'-Iu X vi-an
Solid Core - Wood - 4-Panel, Bi-Fold
Install windows thru buck into
block with 3/16" tap -con with
I 112m penetration at 4' o.c. max,
from each corner and 20.' o.c. max
thereafter ats,dambs and 20" o.c. max.
Exterior face at head and per product approval
of wall --\ Buck to be I' x 4' PT
21-SR X Ll-
an
Solid Core - Wood - 4-Panel Bi-Fold
L
it,
111-411 X IV
I an
"
I 131-FOLD
ALL Exterior doors to Withstand pressures stated in permit info
box on sheet 41
GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL
in
in
C4
Attach buck to block wall with
1/4' dia. Elco conic screws with min.
1 1/4* penetration at 12" o.c. max
and 4" max from each corner thru
Exterior face 2" x 6" FT Buck
of wall
WITHSTAND THE
PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1
I"x4" P.T. Buck nailed to
_���rlock
INSTALL VULKEK BLOCK SEALANT
All roucih otieninci
dimensions to be verified bg contractor
with case hardened nails
Detdil at Windows prior to window attachment
ON ALL JAMB, HEADER, AND
SILL BLOCK PRIOR TO BUCK
Detail at Door
with manufacturer s specs prior to construction
NTS
Braden t
Braden AIA, FA
Wi4nne
Building Corp.
Date Drawn Revisions
Architects
411
- Planners
S.E. Coconut Avenue
THE
STERLING
REAR
3-28-18
Drawn bg:
Tel
B
: (112) 281-8258
PORCH
C. C. U.
Fax
: (112) 281-8283
Stanish
Lakes
LEFT
Checked bV:
E mail:
bradenaia9comcast.net
S . Lucie
Countg Florida
Stuart- FL
S499L UAAC000032
hD
Qr_
98 Wood screws thru jamb into buck
at each hinge and 15' &c. max and
prior to door attachment
NTS
Sheet
2.
oF 5
OD
IV -
Comm #
341-01,
- Z:) 1 771 U �� I U r7N /"� L_ IN �_/ I T__ *:?:
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 FBI OR 4,000 PSI GROUT MIX AT 28 DAYS
3. POISON SOIL AND COVER W/ 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 W1 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.
5- LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS
BEFORE FILL 15 BROUGHT IN. FILL MATERIAL 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.
6- GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND
DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE
ATTENTION OF THE ARCHITECT.
'1- GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER
FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR
FOUNDATION FLAN
8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY
FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS
9. DESIGN LOADS ARE AS FOLLOWS:
ROOF (DL+LL) = 41 PSF
WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1
EXPOSURE =10C11
10. ALL REINFORCING STEEL SHALL BE GRADE LO, MEETING ASTM A-14.
A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL.
11. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR
BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE.
FOR OPENINGS AND SPECIALi 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 REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS.
14. USE STRUCTURAL GRADE W0100 WITH A MINIMUM Fb OF 1400 PSI
I
IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000
PSI OF NO.2 SOUTHERN FINE, UNLESS NOTED OTHERWISE.
16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING.
1. Ang changes to plans must be submitted to the architect
for approval before proceeding with construction.
2. Contractor shall be responsible for verification of all
notation and dimensions before starting corstruction.
3. Soil conditions assumed to be 2500 psf. Should ang other conditions be
encountered, the architect shall be notified in Writing for revision
4. Verifg all recess thickness at showers, tile, etc....
S. Contractor to provide filled cell With concrete and 1 1*5 bar vert. at 48"
O.C. max. Provide (1) filled cell on each side of openings 11to S'-11" wide.
Provide (2) filled cells on each side of openings from �' _ t to 9'-11"
and Provide (3) filled cells on each side of openings from 10'-0" and up
Contractor to see plans for ang other condition used. Foundation walls
shall have filled cells at 24" o.c. unless otherwise noted (see section)
4. Contractor to provide for Form Board Surveg — Form Board Surveg
to be provided to Truss Compang prior to truss construction
1. Contractor to provide for soil test prior to construction and provide
a copy of soil test to architect for review prior to construction
8. ALL Reinforcing steel shall be grade 40, meeting ASTM A-1� and
A-36 specifications. ALL Anchors to be A-301 steel.
9. Provide a minimum of 3" concrete protection at footings and
1-1/211 concrete protection at beams for ALL reinforcing bars.
#5 bar Vert. wl
30" overlap —
at each filled call
4" concrete riab with fibermesh OR
411x6" #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
Grade\ J
7,
1.4% x Wd concrete monolithic
footina with (2) #5 bars cant.
U 1-4 "
TYPICAL FOOTING DETAIL
SCALE 1/2" = 1'-0"
40, concrete slab with fibermesh OR
4 llx4" #10/10 WWM on io mii Visqueen over
clean compacted termite treated fill
US bar cant.
Step per
foundation plan
C14
lo" (2) 45 bars cant. bottom steel
DETAIL AT GARAGE STEFDOWN
_J SCALE 1/21, = I,_O;1
12' x 12' concrete column
block filled with concrete
and (2) 91 bars Vert. tied
into lintel& above
T o
.p of footer
14 below finished ]car
94
30"
COLUMN FOO
'Verifg house slab
height in field
30"x30"Ag" concrete
T_--column footing with (4)
US bars each wag
DETAIL
SCALE 1/2"
;r
Thicken edge to 8"x8"
with concrete and
one US bar continuous
GRADE,,
SCALE: 1/4" = 1'-0"
Termite Protection for New
Construction.
Soil treatment used for subterranean termite prevention
inside the foundation perimeter shall be done after all
excavation, backfilling and compaction is complete.
If soil area is disturbed after initial chemical soil treatmen
area shalli,be re —treated with a chemical soil treatment
including spaces boxed or framed.
Treatment must be in accordance With the rules and laws
established bg the Florida Department of Agriculture and
consumer services.
Protective sleeves around metallic pipin% penetrating
concrete slab on grade floors shall not e of cellulose
containing materials and shall receive application of
termicide in annular space between sleeve and pipe.
4" concrete slab with fibermesh OR
4"A." 410/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
7
1-:4
PORCH SLAB EIDGE DETAIL
SCALE 1/211 = 11-01,
#5 bar Vert. w/
30" overlap
at each filled cell
Adjust curb het ht
based on gar. Mollolr
slope.
45 bar in curb
Grade
5FE TYPICAL
SECTIONS
4" concrete slab with fibarmeah OR
0XV #10/10 WWM an 10 mil Vi4queen over
clear compacted termite treated fill
14% x 1-4"d concrete monolithic
'footine with (2) #5 �bars cant.
ARAGE CURB DETAIL
SCALE 1/2" = �11-01,
2" x 6" PT wood se6red wt
3/8'dia. x 6' anchor bolt V118" O.C.
overhead door track secutied to wood
jamb per manufacturer's product approval
Garage Door Jamb Detail
GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS
IN PERMIT INFO BOX ON SHEET 41. SEE PRODUCT
APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL.
Filled Cell Masonrg Column With One
#S From Footing To Tie Beam
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
sin(gle Filled Cell Column
NTS
Filled Cell Masonrg Column With One
#6 From Footing To Beam Each.
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
Double Filled Cell Column-
NTS
Braden it Braden AIA, FA
Architects — Planners
41-1 S.E. Coconut Avenue
Tel (112) 281-8268
Fax (112) 281-8283
0B E mail: bradenaia9comcast.net
Stuart. FIL 34994 UAAC000032
Ln
1.41-01,
1_3T
10#. PATIO
d) ti
1:2 "
L-JI I IL-JlLJ 01 1 1 LJ_ I — — — — — — ILI — — — — — — — — -
_ILQJlU
Rear Patio/Slab
to be poured separate lu
L from the house slab. 1L
24
24"w x 1.4"d x 21
Thicken footing t
under filled cells I.- J
under girder bearing.
FiGil I I I 1 19 1 1 1-71m— 1 1 1 1 1 IE
LIL — — — — — — — — — — — — — — — - I
Uri Mear ffatio/b'Ah to
be flush with bottom or
sliding door recess.
Slope 1/2"
D
0
H.B_ Vanitg to be
1,6`�4 �2 high 4" concrete slab with fibermesh OR
,"xL" 1110/10 WWII on I m,1 V,squeen over
clean compacted termite treated fill
,4�—O"
0 F — — — — — — — —
4'0 Steel Ballard
filled wl Concrete 0 LU
7w�
>
FS ZJ 0
L
to 4)
4�
0-90
E 0 q)
E t!
E L
t! A
a Q) .1 1 ,nv-/// I
_41 a
0
q)
0,
W
=x
'a
-NIJ
V
Recess for V
_d�_ar_ag;_ 5-oo—r —EICDI FIT - - - - - - - - -
8 L
12" x 12" concrete column block fillet
with concrete and (2) 41 bars Vert. ti
< into lintels above
->I< Mile
Wanne Budding Corp.
THE STERLING
Sparush Lakes
St. Lucie Countg Florida
REAR
PORCH
LEFT
V
a"-
in I
za
;D
V,
FOOTING
SCHEDULE
Mark
Size
Description
1
14ffiw
X HMD
MONOLITHIC FOOTING
WITH 2 #5 BARS CONTINUOUS
120W
X 12"D
MONOLITHIC FOOTING
WITH (2) #5 BARS CONTINUOUS
30a
x 30" x It aD
COLUMN FOOTING WITH (4) #5 BARS EACH WAY
8"W
X 8"D
THICKEN SLAB EDGE
WITH 1 #5 BAR CONTINUOUS
Will
With
x 14"D
Curb at Garage
MONOLITHIC FOOTING
WITH 2 #5 BARS CONTINUOUS - CURB 9 0'-0'
Date Drawn Revisions Sheet Comm
3-28-18
Drawn bg:
C.C.U. B
Checked bg.
0. R. E5. OF 5
ROOF SHEETING
ATTACHMENT DETAIL
1. Minimum Nail Size = Sd ring shank (min. 2.5" long)
2, Minimum Screw Size = US x 2"
3. Minimum Sheathing Thickness 19/32" COX Plawood
4. Use nails or screws basqd on presspre for rooF stated
in permit info box on these plans for zone 3
K
Area
Edge
Field
Fastener
Max.
Pressure
Zone I
L 11
L it
—
Sd ring shank
45 psf
Zone 2
It
4 If
8d ring shank-
16 pef
///Zone
3
-.4
44`1
4 U
8d ring shank
84 psf
Zone 3a
L it
in If
I #8 wood screw
I 112.5 psf
Use nails or screws based on gresiure for rgof stated
in permit info box on these p ns or zone
Concrete
/ Lintel
Column
Verifg with Plan
12 If x 12 "
,lumn Block
#1
Rebar
Rebar -48 Bar Dia.
Min. Overlap
to Lintel Attachmert
NTS
Provide US bars with min. 48 bar Provide #5 bar set in pro -cast
diameters overlap into beam. Tic
filled call steel into continuous lintel into boom where length of
beam block steel. the opening calls for it.
Provide Cast -Crete
SUB-OB/OT precast
lintel act in mortar
Min. 8" Bearing
it i,
Provide PT Buck Poured rilied Coll
attached Perl.jdamb
details into III call
4* Pro -cast
Silt%
Provide #5 bars with min. 48 bar
diameter& overlap in filled call. Tie
billed call steel into continuous
rooter steel.
Concrete
rooting
...0 (see footer schedule
sizes)
DETAIL AT
WINDOW
OPENING
IN
CBS WALL Scale: 1/2" = 1'-0"
i,,SINGLE PLY REAR GIRDER TRUSS
Nail 2" x 4" blockipp to vert. log of
true& with 10d x 1.9 nails at 4' cf.c.
Install Simpson MOT into wall using
5/8" dia. threaded rod *at min. 12"
s, into wet beam and (22) 10d nails into truss
TRUSS BLOCKING DETAIL
AT GIRDER STRAPPING
AT CENTER BEARING POINT
1/8" thick light textured stucco installed per
ASTM C 924 over AST11 D tgpe 2 pa er backed
wire lath mailed to substrate through one ?a
of
ASTM D T no Substrate
3�pe 2 felt paper using Scl
to be 19/ CD X Plilwood nailed at 6" o.c. in field
and edges with 10d ring shank mails into studs.
Gulf Coast Suppli; and MFG Sy Crimp Metal roofing FL #114SI.12
2!ja.,Sv crimp metal roofing attached to plilwood deck using #9 x 1.5"
w a rews wit , h self sealing washer at 12" o.c. max spacing over ASTM D
(tgpe 2) 50 lb felt underiagment installed with min. 4 side laps and 4" end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
?aced 6" o.c. at all laps and two sta gored . rows 12" o.c. in field. Attach
eck att artai
to trusses using achment d , on this sheet
Additional Precast Lintel IfBif
#5 bar* -ze Lintel Bar Clear "A"
Lengthill-ength Span Bars Bars
ai CLIKAR
2,43 none
2'-10" 2` 8
31-41, 31-41, 2'-2" 2,#3 none
Additional 2.43 none
#5 bar&
CLEAR -,4. V-2- 2.43 none
no Rom or W
lock Above 0 2,43 none
-4"
2,44 none
Is Precast Lintel
U.
mome
Addit I
IL ---- it #5 b4 2.31:5 none
NOTES: OPM-115AT SPIL-IB/2T T-O- 2,46 none
1. min. coverage of steel-l's"
2. min. bearing required 0 fra. ond=8" ALL reinforcing steel is grade 40,
3. standard for rainf, ateel=ASTM A415
TYPICAL LINTEL SECTION
( PRECAST CONCRETE )
Mari
L22
LSI
L45
LBO
160
Leo
1.40
L40
Ll
LIO(
L12C
L12C
LI4C
1-140
L160
L
F
Simpson HETA 20 or equal
lur�lcanfs anchor at eac; truss
with (10) 10d x 1 1/2' made -
24" o.c.) supporting Max.
1810lbs. uplift
Aluminum Drip
Edge 4 Fascia
12"
2" x 4" Sub-Fascil
Kagcon full a vent viNI sorlit installed
using 1/8' dia shank x 1.5' long gaiv.
roaring nails with 3/8' dia. head per
product approval - not chart shoot 91
12" x 12' concrete column
block Idled with concrete
and (2) #71 bars vert. tisj-�
into ]Intel& above
thicken edge to 8"A'
with concrete and
one #5 bar continuous
BEYOND
T?p of footer —
16 below finished floor
12
F
Aluminum Drip -
Edge t Fascia
Flash and Counter
flash
Na" ledger to
_go b [a and true&
with 12) IOd I
at each web n4�
an 3/8' hi-mb lath
ntal and vertical sood
r sta"os to 'rovids
4. penetration into
is
mg,mrid 3/40 Penetration
o members
5/8" thick light textured
stucco on tlipical concrete
block construction
Varies - see plan
#5 bar vert. wl
30" overlap
at each filled call
Rear Patio/Slab to
be flush with bottom of
sliding door recess.
Stop per foundation plan -
el Slope per foundation plan
Wood
Brace Gable end
with 2* x 4' SYP #2
8ft back mailed to bottom
of top chords using (2) 10d
nails at each trust
PRE-ENGINEERED WOOD TRUSSES
>. 9 24"o.c. TYPICAL
( shop drawings bg manufacturer
LU
C4
<
W
td
E
Cl)
C4
C4
L1J
E:al(
Brace Gable and
with 2' x +' 5YP #2 min.
8ft back nailed to bottom —
of top chords using (2) 10d
mails at each truss
IMAM
04
,R-30 blown fiberglass
<
in bottom chord of trusses
o
0
in
-1/2' drilwall unth smooth finish
Two rows of beam block filled with concrete
X
(1) #6 bar cont. in each row. Substitute
-and
recast lintel filled with concrete and (1) #5
or cont. for bottom row over openings
1/2" drgwall over I" x furrin
Pl-foil
at 14" o.c. with R-4.1
_strips
insulation
on tI Off Block walls
All drUwall to be installed per FBC R102.3.1
and shall meet all pertaining ASTM codes.
Mortar to be T9pe "IM" onl,� proportioned Der FBC RtO1.1
and Mortar joints shall comDg with PBC R401.2.1.
Provide Dur-O-Rock at all wet areas fox. showers. tube etc...
Fill call with concrete and
(1) #5 bar vart. ftgpical). RCOF
-Max acin shall not exceed
Strap truss to wall
using Simpson MGT with
Simpson
HETA 20
w
into beam
(22) 10d
either wat
nails into
act or in epoxv with
truss. Add blocking to
of
24 o.c.)
supporting Max.
truss leg
per detail
on this sheet
C-H—E T A 2 0 1810
lbs. uplift
MIEW12
MEN
lilt
=AMI
MIMI
FAA
I GIW
noz
IVA ®R
NOW I MAN
AN
NEWS
'AV FF All
WAS 4
A1 FARA
Coast Suoi;flu--and MFG SY Crimp Metal ro hnQw%.jWJIr4-1N1—
--Gulf
Wo Wg in
screws Solt Seallng washer at 12" o.c. ax
cl over ASTM 0 x
; n
(tUpe 2) 30 lb felt underlagment installed with min.
sidegiflaps and V end 4J
lao-fastened with c,orrosion resistant tin caos an w
1.25 rinq shank nails
a, off ape ana MvRojeaiou ME
J
Teacck"tobtru'u-'as using attachment detai an this shea
IW
x �SV
A ttic Access
FSLOPE
RAMAN
with tight
rim
I mom
FLAN
I � 0
48" unless otherwise noted
see foundation plan motes for - OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET
spacing at openings
4" concrete slab with fibermesh OR - ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET
Vx4" #10/10 WWM on 1. ind Visqueen over - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER
Z clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE
biqlmm"lll son so
11410 --
Tubicdl Section dt Front Forch
Scale
, 1/2" = 1'-0"
Braden t
Braden AIA, FA
Architects
- Planners
-41"T
S.E. Coconut Avenue
Tel :
(112) 281-8258
Pax :
(112) 281-8283
E-mail:
brad enad a9 comic ast.net
LU
:3
UJ E
W z"
LLI U-n
LLI 0)
Z
F-
LLJ
I <
LU
in
F-
LU
ARC I CT FOR At�t-KUV/-\L- IN UJKI I ING PRIOR I V K INL; LUNO I KU�-, IVI
- 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
WQnne Building Corp. Date Drawn Revisions Sheet
B-28-18
REAR Orawn bq:
THE STERLING PORCH C.C.U. W4
Stanish Lakes LEFT Checked bU.
S . Lucie Countg Florida 0. R. S. OF 5
Comm
0 - I
pt.
PANEL
"A"
Pales
SR
Load
Wire
Description
circS
circ#
Description
Wire
Load
BR
Pelva
2
40
1.0 kw
#9
A/C camp
1
2
AHU
#10
3.5 kv
30
3
4
2
30
4.5 kw
#10
40 gal. we 14TR
6
A
Range
$4
12.0 kw
so
2
1
20
1.8 kw
#12
Pump
41
10
DrVer
Sic
5.0 ke
30
2d
I
1
11
12
I
.
1
20
1.5 kw
$12
13
14
Dishwasher
#12
L2 kw
20
1
1
20
1.5 ke
#12
Microwave
is
It,
Refrigerator
#12
1.2 kw
20
1
1
20
1.6 kw
#12
Kitchen S.A.C.
11
Is
Racept&
#12
-
20
1
1
20
1.5 kw
#12
Kitchen S.A.C.
19
20
Racepts
#12
-
20
1
1
120
1.2 Its
212
Clothes Washer
21
22
RecoPts
#12
-
20
1
1
20
10.81 kw
$12
Garage Door Opener
23
24
1 Recepts
412
-
20
1
1
20
1.4 kis
#12
25
26
Recept*
912
-
20
1
1
20
1-42 kw
#12
21
28
RecePts
#12
-
20
1
1
20
#12
General Lighting
21
30
Recepts
#12
-
20
1
-
1
20
#12
General Lighting
31
32
Recepts
412
-
20
1 1
-
1
20
#12
General Lighting
33
34
Exterior GFC1
#12
-
20
1
-
1
120
1 #12
1 General Lighting 1
35
1 31
1 Bathroom GF1
912
-
20
1 -
1
20
*2
Smoke Detectors
31
1 38
General Lighting
#12
20
1
20
#12
Bathroom G151
9
40
Genera Lighting
$12
-
20
1
sbare
'41
42
sbare
PANEL "A" LOAD CALCULATION SHEET
Load Description
oty.
Watts
Total(Watts)
General. ........
.......... .. ......
.Fqfr!gqratPr ...................................................
Mi.c.rcwaye .... ........... ........... I .....................
Dish.. Washo.r... ...... .................................
.CI.otheP..Dryqr ...................................
.Pater-Hapte! ..... I ...... ........ ...........................
Water Pump
....... I ......................................
pprpga�
1135
a
51205
2
1,500
3.000
1
12,000
12000
1
1�200
1,200
1
1.500
1,500
1
1,200
1.200
5,000
4,500
1
1,200
1
5,000
1
14,500
I
1 1.800
800
--L---
810
1
810
Total Watts
31.415
First 10000 Watts 0100%
1
10,000
10.000
Remainder 21,1415 910%
1
0
10,961,
Electric Heat or A/C 10,000 945%
1
10,000
10,000
Calculated Load
Watts
30.9LL
Voltage
240
-T -.0i
Calculated Wattage Divided bi; Voltage = Total Amps 29
Panel Size Required 150 Amps
'rElectricdl S�mbol Legend
S
Single Pole Switch
Recessed Can Light
,%
Double Pole Switch
Eileball Recessed
J.
Push Button Switch
Exhaust Fan
Duplex Outlet
Coiling Mounted Light
Special Receptacle
0-
, Wall Mounted Light
Wa
int= ground fault circuit
PC
Light with Full Chain (attic)
Floor Duplex Outlet
@
Computer Connection Jack
Carbon Monoxide Detector
4&
Flood Light
(D
Thermostat
c:-�-i
Electrical Panel
19
, Central Vac
[E�
Electrical Meter
@
Smoke Detector
Calling tan
R
Television Jack
Telephone Jack
ACoisc
A/C 0 Iscorinect
CEM
I x 4 Florescent Light
CED
2 x 4 Florescent Light
MSpeaker
Hook -Up
El
Intercom
Vgn1-thLLL ---
Soffit
149 CFM
IOXIOX6
1441 Clsm
IOx1OX4
12xI2xIO
B/A
ATH
Meter 150 Amp
A k Panel
9
CFM
Covered Porch
12x12xIO
B/A
9-1 C niter Registers
4\ 1 20 M coiling tan 209 CFM
"N [O)d IOx1Ox'T
N
1210
L- - - - - - r- -
K, I
x
Attic Access T
math light_ 1 4
L- - - - ii- -
I FL i :'- - I
GARAGE
r------------- --- i
JUNCTION BOX TO SUPPORT A FAN
THERMOSTAT LOCATION �IECH,4`NIC,4L L,4`rl UT
B/A BALANCED AIR
SCALE: 1/4" 1`01'
Electric Notes:
1. Use copper wire onIU, no aluminum. 11, It is not the intent of these plans to show everg minor det if
2. Provide and wire all 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 necessarg for the equipment to be placed in
-4. ALL �addle fans shall be on a rheostat. proper working order,
S. ALL ath and kitchen receptacles to be GFI rotected. 18. All work shall be done in accordance With the N.E.C. and
4. ALL exterior outlets to be WP/GF] protectel' shall complg with all local codes and ordinances, and shall
I Recessed cans to be installed per NFPA requirements. meet all standard requirements of the local electric utilitg
S. AFCl receptacles are required in all rooms except and telephone compang.
Kitchen, Bathrooms, and Garage.
9. A/C Return Air Balance Must complg w/ FBC RM1402 19. The electrical sgstem shall be completelg and effectivel
10. A/C Refri arant lines that are run thru slabs must be
sleeved in AVC grounded as required bg the latest edition of the N.E.
11. ALL A/C Equipment shall compIg with energg 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 s�stem shall be fullU operative.
13. Contractor shall pag for all ees, permits, testin and 21. All equipment and panel sizes shall be verified before
inspections including blower testing wher 91 ordering. The contractor shall provide circuit routings to
14. All work shall be coordinated with other tra8es to avoid suit the job conditions.
interference with the progress of construction.
15. All required insurance shall be provided for protection :22. Furnish and install all fixtures as called for on the plans
against the public liabilitg and propertg damage for the or as selected bg others.
duration of the work.
16. Contractor shall uarantee all materials and workmanship 23. All racewags and pipes placed in or through ang concrete
free of defects ?or 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 occupanc4, or one largest conduit or pipe from ang other service.
gear from closing sale of house.
Correction of defects shall be completed without additional 2-4. All exposed wire below 9'-l" 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
2Clx2O N-vr/
r 70
1 P,1 1
lCell
COVERED
PORCH
DINING
ROOM
Is CFM
;8x4x14
ATH
1.4t clom
IOx&xL
SECOND
BEDROOM
1\ 12x12x8
�� 15/A
disc.
I
]so
#2/0 Aluminum food MACITC
1%" Conduit I PANEL
2" PVC (
2" rigid service l3PL 5ar; U copggawire
I F to 5 comt. 0 r in Web
ELECTRICAL RISER
- Contractor shall use AL-CU Landing lugs. NTS
- Contractor shall torque lugs I.A.W.
manufacturers recommendations which
shall be verified prior to construction
r H-" ,
ant thru
-14�01ff-1 t- - - - -
Exhaust Duct
Thru Soffit
4" Exhaust
Duct Thru
Wall
W.P. G
Install ou'et
under disr.
not shown ��orl
claritg , FD
Meter
ELECTRIC;i4L
Braden It
Braden AIA, FA
Architects
- Planners
,41-1
S.E. Coconut Avenue
Tel
: (112) 281-8258
Pax
: (112) 281-8283
E mail:
bradenaia9comcast.net
F L 4 N
SCALE: 1/4" 1'-011
Post Light with"-�
Attic Ventinci Calculations FBC 2309.1
Total Attic Space = 2124 sq. ft.
Venting RdtlO 1/150 = 14.1� sq. ft. required
Provide A Continuous Vented Soff it
WQnne Building Corp.
THE STERLING
Spanish Lakes
St. Lucia Countg Florida
Date Drawn
Revisions
3-28-18
REAR
Drawn bg:
PORCH
LEFT
C.C:.U.
Checked bg:
ID. R. B.
Photo call 1 1,
H.B.
Exhaust Duct
Thru Soffit
E
Wire For
Front Post
Light
Sheet Comm # ,
F - 1 ]�-300
B
OF 5
A=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
330,' Span or less 30' to 60' Span
60 Spreader Bar
0 degrees
o r less
112
4— 0 If— Approx 2/3 to_.
ij Jne span cpprox. 1/2 of span
REFER TO BCSI REFER TO BCSI
5 be set t�s �Iy if ��alc �sld. Tr.ss must be set this way if crone used.
I'll , nn ...,pl,, �, lr,,� ,y �t �t,h. This is an example, truss may not match.
� I �p ... t.� "t, t"'�"' t�'s way� �nsist crone operator sets truss this way.
MULTIPLE PLY TRUSSES MUST BE
=ASTENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
A IF MULTIPLE PLY. A'I
For Truss to Truss Carrying Girder
Connections see
hanger/connector TNaffs must ]be as
shown. Guide tabs oi
wn
schedule in engineering Dome angle nails.
package.
Carried Truss
SEAT PLATES BY CHAMBERS
upset�1/4" heel=3 15/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
END DETAIL: TYPICAL VAULT
ul l 15/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
TYPICAL END DETAIL
INDICATES LOAD BEARING
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF ll
ABOVE FINISHED FLOOR
MODEL SHO LID BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MOI)EL.
AKKANUtz VVII I H CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18'. 24'IN LENGTH
-I
Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers 17 7 7 7 7 1
I
5PAGIN G��, NOTE
ALL TRU55ES ARE TO BE 5ET
AT 2'-0: ON CENTER
EXCEPT A5 NOTED
UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES
ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR
ANY OTHER AIC REQUIREMENTS. THIS MAY BE IN CONFLICT
WITH BUILDING CODE AND AtC DESIGN REQUIREMENTS.
CONSULT WITH BUILDING DEPARTMENT AND AIC CONTRACTOR.
know
an,
MIA
q 11 2? 11 W, 11 -, ll:; 11 '�
All load bearling walls, headers,
beams & lintels must be in place
at indicated height before trusses
A are installed. A
J2
34
J6
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
317 BY THE PEAK
CONSULT BCSI
t*r�
INVERTED -Ar WEBS AT CENTER
Wff B.C. VANNEL LOAD W/ (2)
500 POINT LOADS PER TRUSS FOR AM
6. 1
PAP
'AP
FA V
ATA
ATA
ATA
ATA
ATA
ATA
ATA
A`TB
L; A -F1
A5
A5
A5
I
l I
111"Actut;A-1111101111 AGREEMENT-
TI==CAIQW=8TMTEcuKMTM
Mar logall dooc*don oftlie pripartirutore to &RMUMM
Will be
made In oft diagran 11111,014
bar =&=
fine bow vartialt byfaft
A Urivis Vxfttffl nodow k
b(doillmiryttle ==%ilm Within ten (10)
Mormon get no = we be noweL.1, #0
Much wrow n= ow
tomirepolm req*,K arlo autioutb* cow In "Noli
by 7PI & wrok
do"- chambers Thin Irso ara "lle ou"Wrov fin lob.!lte.a-Mabla for
El
ORDER So
kh or Ill
WIN of
blIdellinityllbuyer
..Ilemed Morgan;
orPMynMolnt=P"CW*"` TOM
I
b, tmm. "WIS. I -in Ili Par morim sqvjm
&.80rature or Inhish wWwthan, w= oweemwd to sif
9, In consideration of Cheipbom Tn" ==092" for this rndum the
urroorididanally Forantime pillyroart *=tedai
chambers TAM by.any entity reaftV do*.Zill and so
bftb**" Including 811101FIG10 IBM If didaft In paroard jor agnme Pay
M*IorL. "alodal be made by afto
10. == OW 111110111410111 CMMKrkM Oft 121111 khme; Aimished foreurider
Will" to herah Ow Peru" agree Z=
be Saint k0cle Cmh*, Flodde, vwm IN wW Much action we
It. Deallon rowerallialloo am per -manonig standard And Rilittegreaved Goidilame on
R"Powbilltin For Construdlion Uft Mstild PM& Corrected WippITneo"
AN8VrPIlWTCA4-2002-*
DATEDL,
..A barmaybem"Par"Wsl
plialarth*q&darrage,
URMPIO Ply ULUM mug be ftstened togitherperengluggring
b9lbrilt thgY 870 Sell fallure to do so can rebultin roa col
bill
Temporary and permanent bracing are rs*dmd and . can
am Ift
- and Propoi and Is the risponsibillty of the tmm erector.
'81104 the contents of the bribirmation packet included an deftgry
before setting trusses.
.7hXd0@; mustbesetard Waged pickeignbpruientrilwa dourage.
TnJ"" knust be set Plumb and square
Do not"t bunks or stack of P"ood, FOOffn "rW Or any
*lherC,*t*nbaW!2!ds Onftmwa, this can cause 22g!pse.
- DO-AW SET TRUSSES USIMG THIS
-USE LAYOUT DEUVERED VM TRUSSES TO SE
CHAMBERS TRU66 INC
3105 Oleander Aienue
FQrt'PI8r* Mdrida =82-64M
800-551-5932
Fort Pierce M-465-2012 Fax M-44154117111
Vero El"Ch 772469-2012 Stuart 11r2-nil
Th@Ar0h4rsx;t'% 1(ArQhit*Ct'o reprosontativo-S
Pht?P Ofalwl"D ApprovpI 10 NOT m
"0@[4bj@ rhiaghu of thle controctor,
CO"111600F Shall risr"pst,
046.0hing filq Arlo
other cangtruttl4h CV110091, Archil
Approvilil covore, g@m@fdl Vogt sihilipa,
review Of tru a 11 Stfolrllpinif. and loading on
structure fro," gravity Ond uPlIft loads and
their re e tive 10 atio
APProved B
P.A.
92-0/93.2 MITEK 4,2
DESIGN CRITERIA
County
SAINT LUCIE
Building Department
ST LUCIE COUNTY
Wind Design Criteria
ASCE 7-2010
Wind Design Meffliod
MVVFRS/C-C hybrid Wind ASCE 710
Roofing Material
Shingle or Shako
Loading in PSF
Roof R.D.L.
Top Chord Live
20
Top Chord Dead
7 42
Bottom Chord Live
10 Non -Concurrent
Bottom Chord Dead
10 3
TOTAL Load
37 7.2
Duration Factor
1.25
Wind Speed
165mph
Top Chord C.B.
Sheeting by builder.
Bottom Chord C.B.
Sheeting by builder.
Highest Mean Height
IZ-00
Building Type
ENCLOSED
Building Category
ll:Non Restrilctive
Exposure Category
C
Barrier Island
No
Conforms to FBC 2017
R.D.L=Restreiirl Dead Load
C.B.=Contriluoug Bracing
Verify DESIGN CRITERIA
shown above with the
building department and your engineer.
Design Criteria is the responsibility of the.
Building Designer and/or Engineer of Record.
Chambers Truss Inc. Drowing Name: M1 1412
Scale: 1/4 = 1'
73 total trusses, 18 different trusses.
MI 4: RLC ACAD: RLC Reviewed By-_
Date: 11/14/16 Revilsed: 0=1118
FOR
I I I I I
I I I I WYNNE DEVELOPMENT CORP.
'11K ��l TLV 5'-4- 15'-10*
DESCRIPTION:
G M A CARLTON 299
ARIAGE RIGHT
PAGE 1 of 1 CUSTOMIM lNmA1LS EACH PAM
18 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M11412 r7j,=)r�tncy