HomeMy WebLinkAboutBUILDING PLAN121. ..
12
4 1 SLOPE
COVERED
PORCH
thick x 8"w cut
\-Finish Columns with coral finished stucco bands
5/8" thick cut coral
finished stucco bands
LEFT ELEVATION
RIGHT ELEVATION
cias a d 5v C m a al n, FL 4 5' �12
9
5 D
FG d M t r k I
g wir
oc c fl 'Mov
up" t I tta r'p to u
2 a a
o ac awa Is " as g h a 12. ax 0a I g
a. 'v I" me It in a
a 6 11 d it n_ 4 a de laps d nd
2 b t u d all nt t a h I I n 6 a
) 30 1 f I M Sri" a to IMS a w h S. afan ; n
astlned w Cor 06 orl ral" nt tin caps and wit �2 ring
a P 4 0i 11 two t I ge a 2. f h
ad c at a Is a d a d roms 0 . In Isild . Attac
a t tru u I g
ck 0 a a a n attachment dotal on this sheet
Gulf Coast Supplil and MFG 5v Crimp Metal roofing FL #11651.12
24 ga. 5v crimp metal roofing attachffd to plilwood clock using #q x I.S"
woo screws with self sealing washer at 12" o.c. max spacing over ASTM D
Itgpe 2) 30 lb felt undarlagment installed with min. 4 side laps and 6' end
laps fastened with corrosion resistant tin ca
and with 1.25" ring shank mails
ad V o.c. at all [a and two 5tarare rows 12' o.c. in field. Attach
to trusses using atatachment dotal an this sheet
5/8" thick light textured
stucco on tUpical concrete
block construction
U M-11
"
12
%SLOP7E 4
%, � .1 01-00
--------- -----
---------------------
- 1Z is, me,
5/8" thick light textured
stucco on t9pical concrete
block construction
Product Approval Submittal Affidavit
oq�perdmnz aftftloss Ovelrboad s8l Window & eZNLft
Opening
M04ft
Product
Now 0
Manufacturer
Glass
Attachment method
MU.
Dn*n Pressure
of Approved Tests
7"s
NUMM
Date
1-2o3
FL# 239.3
Single Hung
SH-100
PGT
5/16M
114' to. tapc:r s/ min. I a 0
u appravaP/eCoagino*c'lrort'Valt,,I�4ra to
Vc% XF =ets
+ 00.0 pap
94
Impact
specified in Product approve
A
14-0330.02
Overhead
Garage Door
1
.lode[ 824/811
11 -4' max. midth
10-0, height
DAB
X ' 6Tr
TTd"Wl.WffW 82 WL
vwm xs
41 Ar &A� bwk
10-9-21
+ 50.01-LO.0 par
max
to pv*mL eppi,
FL# 11.614.1
Fiberglass
11me&gn Pro/
Jold-Wen
Elco 1/4' dia. ta;won with m 1,254 embedment at 3' max
from carriers and 11.5' oc. max thereafter in head and jambL
+ 50.0 par
5 h Pro
Sliding Glass
series 110
14 nom
114' 4a. tapccqo a/ un. 1 �3/4' Ilamtratl 0
t Contract :sit to
C
FL# 251.5
Do"
SGD
PGT
ITUpe *GSA"
.15 away'al. r axre
4=1261W =:distances specified in Product e0oroval
+ 40.0 Par.
Product
NOA/FL
NUM11111112
Modal
Manufacturer
Attachment Method
Wmtlon
Date
Dowdlin Pro�
of Approwd Testo
Mullions
Moto fastener
*Xd shown in Tab[* IA and IS
at rocin!r
!n oproval or 2.
+ 58.0 PSF
FL# 291.1
1" x 2 3/4" x 319'
PGT
pf=
Roof
5V Crimp
% met,
212F SY crin 11 roolue attached # pipood dock wiling #41
I AX, D
FL# IILSI.12
Metal Roofing
Gulf C net Suppi
and manufacturing
a vaphar at ox. max peoffidgi over
tg,,,w2iT.% rt =%ent wistailled with W. 1% hip and A' end
t4w,
Par-
Iss" d witt st"t tin GW and with ring an� nale
V T at AM ':: 'two witsoonod ran 12- C.C. in lie ttach
it j
108.5
trusses using too ant otoll on roof plan
to ma
,rd
Siding
Stucco on Black
Soffit
FL# 12190.3
Model T4 12' vented
Kalican
IrM uting 2' x 2' battens at 4' oc. wrowed to sorrit framing using
#8 X 3 Wood scrows at each truss. Install soffit to battens using
+55.0/-35.0 Pap
Vinill Soffit
112* dia� x Is;' Iona rina shank nails with SIB" din, head.
Hurricane
jj. Gauge
Global Protection
Install rrig 1/2' dia. solid met lead anchor& with 1/4' dia.-20 x 1.5'
Neoprene 12 1/2'
Panels
P:I# 15OVrSfF"""a
g"ft ,,jFrcducts
LLC
long 8 screw head combo. with washer at oc.
along the bottom and 13' oc. at the top
+ 145.0 PSF
I have reviewed the above and approved it by nay seal below. ( Architect or Engineer of Record
Floor
Gull Coast SuppIV and MFG 5v Crimp Metal roofing PL #11651.12
2!x,. Sy crin metal, roofing attached to plillwood Zack using #9 x 1.5"
w &crews wit self sealing washer at 12' o.c. max spacing over ASTM D
(tgpe 2) 30 lb felt undarlailiment, installed with min. 4 side . laps and 6' end
laps fastened with corrosion resistant tin caps and with 1.25 ring shank mails
sp r I I
aSe4 V_o.c. at all laps and two staggered ows 2' o.c. n field. Attach
5/8" thick x 8"w cut stucco on tgpical concrete
coral finished stucco bands block construction
REAR ELEVATION
5/8" thick x 8"w cut /
coral finished stucco bands
20 x 4' top platel 11 '1/2' dr9wall coiling on truss, bottom cord
1/2" drUwall on
x 4" studs at It," o.c.
base -board 11 11 /1 2" x 44 P.T. bottom plate
-4' concrete slab with fibermash OR
VxAN #10/10 WILIM on 6 mil Visqueen over
clean compacted termite treated fill
Interior Non -Bearing Partition
Braden 4 Braden AIA.
Architect* - Planners
411 S.E. Coconut Avenue
Tel : (112) 281-8258
Fax : (112) 281-828B
I- mail: bradenaiascomcast.net
SCALE: 1/4' - 1'-0'
Gulf Coast Suppig and MFG 5v Crimp Metal roofing FL 1111IL51,12
2!ja. 5v crim,% metal roofing attached to plilwood deck using #9 x I.Sn
w screws wilt self sealing washer at 12' o.c. max spacing over ASTM 0
(tgpe 2) 30 lb felt underlagment, installed with min. 4 side laps and 6' and
tape fastened with corrosion resistant tin caps and with 1.25' ring shank nails
raced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach
er.k
to trusses using attachment dotal on this wheat
1/8' Thick cut coral stucco over paper
backed wire lath nailed to substrate through
one lager or 15 lb felt using Bid nails. Substrate
to be-19/32" CDX Plgwood nailed at 4" oc.
in field and edges with 10d ring shank galvanized
nails into truss webbing.
12
4 1 SLOPE�
8'-]' BEARINCL.-Ijbill
IMM111=1
111011001
I 11=11=0111=01
Mimi
WIN
FRONT ELEVATION
SCANNEfa
8Y
St Lucie County
?C7 iizv�'
ST. LUCIE COUNTY BUILDING DIVISION
REVIEWED FOR COMPLIANCE
REVIEWED
DATE
'E
PLANS AND PERMIT MUST BE K ON 30
SITE OR NO INSPECTION(S) WILL BE MADE
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
CONCEALED FASTENERS OR X,-. ACHMENTS
ARETHE RESPONSIBILITY OF THE
CONTTIACTOR OR RECORD
FILE COPY
ms
PA Wunno Budding C rp.
THE WINIDSC
Stanish Lakes
5 . 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 THA
PERMITTING INFORMATION (FORM 100)
Florida Buillding Code Residential: 6th Edition and ASCE 1-10 for Wind Loading
Bull Design is:Enclowd Risk Categ 11 Wind Velocrtii. 195 mph ultimate
M.,!n$,,t Haight: III -as Root Firtchan,
Internal Pressure Coefficient- ±Djo-
SubjectabilitV to damage tragic Weatheirl Negligible Tormites:Vern Heavu
Width ol Root End Zone: 3'-4' Wind Speed.-JO-illph ultimate
Wind Exposure Classification. C
Adjimitment factor for Exposure Height. 1.21 x 0.6 - 0,126 )1 design
Load Combination. ASCE 1-10 Section 2.4 DL+LL; DL+O.AWL; 0tS?+OAWL
Components 1 Cladding Wind Pressure (NET) Rod Zone: 1. +20.6/-32.6 pat
Roar Zone. 2. +2 6/-51.0 pal
Root Zone. 3.3-6/-84.0081
Components 1 Cladding Wall End Zone Width: Z11=1 1-crile. 1. +
Components 1 Cladding Wind Pressure (NET) +11:0/-38.1 pal
Wall Zone. 8/-41.8 Pat
Components 1 Cladding Wind Pressure (NET) on Garage Door:+32.O/-4O.3ps1
ftear Wallis Considered for Structure? Yel
Continuous Lead Path Provided?_ylill,
Are Comporiento an Cladding Do-t-w[a ProvidecIffes
Minimum Sail Bearing Pressure.-2,500pol. Fresumitivol: X Bill Test: pal
This hall Have the Following:
3WLW6hft1QjL"MMWT GLA55k__WTI4,_ NWTWItii__
ROOF LIVE LOAD- 51 pal ROOF DEAD LOAD: 10 pal
FLOOR LIVE LOAD: 45 be FLOOR DEAD LOAD- 10 oat
JOB ADDRESS: \C'\"��
F_�. �*IiMI
;Root Zone I
ah Zone 4
;,Roar Zonis 2
Ila Zone 5
EKDZOKE
;Corner Zones
oat Zone 3
M odel. Date Drawn Revisions Sheet Comm #
3-2a-la
REAR Drawn bg:
PORCH C.C%U.
LEFT Chocked bg: Impact
D.R.B. 0 IF 5
FILE COFY
Counter top - ver1tv topir
with contractor
FLOOR FLAN
Race" t7 plate 1.'w x 3/8'd
for steel =4 t mge
we detail on this sheet
CRASH POST
TYPICAL NOTES; SCALE 1/4 if 1 1-011
E L-
K
N.T.S.
1. Contractor to verifq ALL notes and dimensions prior to
36" high bg +' diameter
proceeding with work.
steel crash post. Floor Steel cowntertop wpport
Install 6" from each end aam?.I*
Flange tuith 4 - 3/8" nc
2. Contractor to STRICTLY enforce ALL OSHA Requirements.
exgansion bolts into one in center of counter.
3. ALL Lumber to be used as Beam, Rafters, etc... to have
sl a (3/8"t 50 k5i steel plate) see angle detail
a minimum 1,400 P.S.I. fiber stress.
4. No dissimilar metals to touch.
41,
------------ 1/2' drUwall
S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete.
2�2" 2�2"
ALL Concrete used for vertical filled cells. cont. tie beams etc.. to
shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix
7�D
6. Drqwall at ceilings shall be leveled and attached to bottom chord
0
2A'
12" x 12" Concrete column
block filled with concrete and
f2) #1 bars vert. tied into
lintels above
Saw cabinet
2' x 8' wood studs
at 14" oc.
2* x S' PT wood plate
of trusses with screws per FBC R102.3.5. - KITCHEN ISLAND FRAMING DETAIL
1. ALL wood in contact with concrete shall be pressure treated
(D 2
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 accessibilitV requirements.
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 per 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 expiosed attic insulation materials installed on attic floors shall have a critical radiant
flux not less than 0.12 watt per square centimeter. Exposed roam plastic insulation
materials exposed on the underside of the roof deck or on the attic walls shall complU
with F.B.C. R314 - see permit info box of code edition
18. G sum board material shall conform to ASTIM C34, C19, C4-15, C514. C4SO. C931
C40, C1002, CIO-414:1111, C1118, C1218, C1395, or C1394 and shall be installed
according to the following: (FBC R102.3.5)
Dr
ThIVIC'e"
Location
Orientation
rraming
ember
9pacrng
may spacing
of fasteners
N i7ina options for
stall
in all aton of drilwall Into
Maximum
wood framint, memrjors
2' x min. t ckne"
Net -I �Screws�
Ceiling
Perpendicular
2-40
1.
12a
13ga 1 3/80 long with 19/kAl' head
OR
0.098' diameter x 1 1/4' lone
Y2
annular-ringo4 or Sd cooler nail
OR
0.080' die. x 1 5/8' Ion with
Walls
Elt er
ILI
ILI
Direction
15/64' head
OR
Glpwm board mail 0.086, die.
x 5/8' with 9/320 head.
Ceiling
Perpendicular
240
1v
12#
Mom 1 5/0' long with 19/0N head
OR
0.098' diameter X 1 3/8' lorw
annular -ringed or Ld cooler nail
OR
is. x 1/8' long with
I
Walls
Either
14,
a.
ILI
Direction
I/' head
OR
Gjpsum board nail 0.01115' die.
I
I
I
I
x 1/8' with 111/64' head.
19. ALL ceramic tile surfaces installed shall conform to ASTM AIO8.I thru A108.L.
AIOS.I, A118.1, A118.3, A134.1 and A131.1
20, Cement, fiber -cement or glass mat �gpaum backers in accordance with ASTIM
C1288, C1325, OR C1118 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 flociraceiling assemblies, roof-cei�ling assemblies, wall, crawl spaces and attics
shall have flame spread index not to exceed 25 with an accompan Ing smoke
developed index not to exceed 450 when tested in accor ASTIM E 84.
Insulation shall complU with F.B.C. R316.
Gulf Coast Supplg and MPG 5v Crimp Metal roolinq FL #IIL51.12
260ga. 5v crim% metal roctfing attached to p1liwood deck using #9 x: 1.5"
wo screws wit wir sealing washer at 12' o.c. max spacing over ASTM D
(tgpe 2) $0 lb felt uriderldliment installed with min. 4' side laps and 6' end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced 6' o.c. at all laps and two staggered rowe 12* o.c. im field. Attach
deck to trusses using attachment detail on this sheet
Grade
11
$1
Simpson HETA 20 or equal
larmc: no -1
with (10) itill
x 2qr natlir:"
1 24' oc.) so orting Max
18101ba. uprift
Aluminum D
Edge il I
2" x: L' Sub -Fascia
Kelican lull a vent vinill sarit I
LwIV 1/8' die shank x LS' I
mails with 3/80 die. Caod
approval - "a chart at
5/8' thick light textured
stucco on topical concrete
block construction
#5 bar vert. w/
30' overlap
at each filled cell
100
r YM
AL MASTER
.02.1
1
BATH
I. HHH.3. .. SO'll!
I
0000 1 1
2
I I
I
KITCHEN
I
He
I LAVA
21 AAV
LAUNDRY 2*
(HH HHH
21
1
3.
1
I
PH
I
LAV-11 2'
2'
LAVA
2'
I
t.
2.
1
011111H r
00-11 1 1
Healwi BATH #2
SANITARY RISER
"ta
Window Schedule
Mark
Size
Rough Ooeri.
Window Describtion
PRESSURE ZONE
1.
4'-S!/a'x 4'-1, �a"
54 %'x 54 Ye"
Single Hung
ZONE 4
2.
V-2 ils" x 5'-S V'
Is' X 63 VI"
Single Hung
ZONE 4
7-20 x 3'-2!/2"
21,'/2'x 38%'
Single Hung
ZONE -4
4.
3`12 X
-7-single
Sir X 0,14,
Hog
ZONE -4
-
I
I
I
I
ALL Windows to be aluminum windows w/ tint
and mullions per elevations.
ALL windows to withstand pressures in permit info box
ALL windows in bathrooms to be tempered
All rough opening dimensions to be verified bli contractor
with manufacturer a specs prior to construction
on sheet I
.0!
Door Schedule
Mark
Size
Rough Openina
I Door Description
I
PRESSURE ZONE
A
al O-OM X 10-00
108' X 84"
Overhead Garage Dow
ZONE 4
IS
3'-0' X V-111,
41N�4" X 83N
ledwila" Pam - Irmiummill
ZONE I
C
V-00 X V-111"
14" X 81 �2u D%=`e
Slid" Glees Dow
ZONE 4
*
.2'-0* X V-1111,
Solid Care - Wood - L-Parmill -Br-lawlill
P)mshod 24' x: 11111�2"
*
21 -110 X 61-89
Solid Care - Wood - 6-Paimel
Is
9 0-04 X 198-So
Solid Care - Wood - 6-Painel - bt-Pold
0
7-06 x V-1110 x I
Solid Care Wood. Steel. or Masomitat Dow
H
2'-S' X A'-S'
Solid Core - Wood - I. -Panel
J
12'-&N X &'-S* :::
�raekdCoo - Wood - &-Panel - 1131-Pow
I
I
ALL Exterior doors to withstand pressures stated
box on sheet #1
GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM
WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX
All rough opening dimensions to be verified bg contractor
with manufacturer - a space prior to construction
in permit info
AND SHALL
ON SHEET #1
12
Masonrio Beam
41
E-ENGINSERED TRUSSES
24"o.c. TYPICAL
I' x 6' P.T. Suck nailed to
block with case hardened nails
at
p drawin manufacturer)
('aho r s b
prior to door attachmen
l
g
g
-TTTTYT
Tt y y y y y1% X
blown fiberalasis
am chord
V -1/2' dr9wall with smooth finish
Two rows of beam block filled with concrete
-and (1) #5 bar cont. in each row. Substitute
grecast firitel filled with concrete and (1) #5
ar cant. for bottom row over openingii
1/2" drrall over I" x: furring
striFs a 14" oc. with RH4.I _roll
insulation on topical a' Block walls
All drgwall to be installed per PBC R102.3.1
T and shall meet all pertairimi ASTM codes.
NMfi
�o Mortar to be T :irlortioned per FBC R401.1
"Ylil'ant ABC R401.2.1.
and Mortar jonts shall comp, It
Provide Dur-O-Rock at all wet areas (my- shower&, tube etc ...
Fill cell with concrete and
�,(I) #5 bar vart, (topical).
,48" unless otherwise noted
Max. spacing shall not exceed
Wood
see foundation plam notes for
al
spacing at opordrios :7
4" concrete slab with fibermosh OR
OxV #10/10 WWM on 6 mil Visqueen over
/clean compacted termite treated fill
2 1 . . -
140 Concrete footing
with (2) #s bars cont. and #5
transverse bars at 484 oc.
FICAL SECTION
Scale : 1/2" = F-O'
Attach buck to block mail with
1/4' cite. Elco conc: screws with min.
1 1/4' penetration at 120 ac. max
and 40 max from each corner thru
Exterior face 2" x V PT Back
of owl
�t
$8 Wood wrove thru jaab ifto buck
each and 15' ". am and
Detail at Door .6
p to 'or
der attacliffieft
NTS
INSTALL VULKEM BLOCK SEALANT
ON ALL JAMB. HEADER. AND
SILL BLOCK PRIOR TO SUCK 0
INSTALLATION
Install umdo" thru back mto
block with 3/16' top -am with
1 1/2' penetration at 6' &c. max.
from each a~ and 20.' Itc. max
tthv
0 �dUrndstjsiba aid 20's;. a
a
Exterior face
or wall 13wk to he I' X 40 10'r
"k
"I"
47
Z
lox4o P.T. Suck nailed to
lock with case hardened naft
Detail at Windows prior to window attachment
NTS
12"
3 " `
3
/�"
Verifg attachment
hole location with GC
prior to fabrication iC
3/8" t Ick
StZl brhacket
COUNTER TOP BRACKET DETAIL
Install SGD thry buck into
block with 3110 tap -con with
1 1/20 penetration at L' o.c. max
from each corner and 20." o.c. max
thereafter at head per product approval
00
Use 3/11.' tap -con with
1 1/2' penetration at 6" o.c. max.
from opch corner and 20" o.c. max
thereafter
at sill per product approval
I" x: 4' P.T. Suck mailed to
block with case hardened mails
Head prior to door attachment
fixed door
sliding door
ARIF
Masonrg Wall
�77777'7
---,.Topical
Bottom Trac
Flooring
Bill Install SGD thru buck into
block with 3/lk' tap -con with
Sliding [Door
Detail 1 1/2' penetration at to' o.c. max.
from each corner and 20." o.c. max
thereafter at jambe per product approval Jamb
At Masonrg Wall
NTS
Braden t Braden AIA, PA
Architects - Planners
411 S.E. Coconut Avenue
Tel (112) 281-8258
Fax (112) 281-8283
E-mail: bradenaiascomcast.net
8'- 10 IV2
�2
I 1711M.
EGRESS
Filled call under
girder abov
PORCH
WIRE LATH 1: STUCCO
CEILING
"-y -9
8'-C" to 9'-S" A.F.F
Vaulte Ceiling
19, - 5"
GREAY ROOM
OD
i-
Vau ted Ceiling
DINING
ROOM
318u thick steel counter
overhang
couiter top supports 0"
I- I 1� li -
11- I
5? 4
-4
MASTER
BEDROOM
8'-0" A.F.r.At',�
Flat Ceiling
VarutV to be
34 �2 " high
!odj !half
41, j
rr
z i DSE- It
I
Ln
I
Vanitv
,
34 112 high
T
;r 5'
-3.
my
Dw
+41* NO wall
KITCIHEN
C 1 0 -0" to 9'-p" A.F.F.
OL
Vaulted ailing �-F
Upper cabinet* to
extend over Rol.
t nftq �AVF
Yr
KT war.
3r CLEAR
L
V, -NN-1 Botts Imele"m Provide auto
H-
D Steel Ballolid
/-U. detail on t is sheet closer
LU
r -2i; x-,;;�- 1 >/
1 0 =
Attic Accon I 1 3:
L Hc
8'- 0 " A. F. F. OIL eci
Hat Ceiling \-F ML
:ARAGE
\\Blmk wall in
a to be FT1 MT 11 1
C14 struck block
EMERGENCY
- - - - - - - - - - - - - - - - - EGRESS
2n
I FAA
SECOND
BEDROOM
8'-0" A.F.F.
Flat Ceiling
12'- 8
THIRD
BEDROOM
A.F.F. OL
Flat Ceiling \4F
12'
R-11 Batts lisolation'
Provide auto 150 Amp
closer Famel
- - - - - - - - - - - - - - - - -
'GOLF CART
GARAGE
131-01, 1
19
W
U.1
(L
U.1
l-
N
-N�
11711 1177= 711 IR171 - - - -
/A
XZY 91-01, 41
81, -41, 91-01,
J
35,
-01,
Square Footage Breakdown
Total A/C Space 1.15 3 sq. f t.
Covered Porch Total 212 sq. ft.
Garage 459 sq. ft.
Total Cubic Ft 14,024 Under Roof Total 2,484 sq. ft.
Date Drailin Revisions Sheet
Wgnne Building C rp. 3-2a-la Comm #
REAR
Drawn bg:
THE WINDSOR PORCH C:.C.U. 2. 15-158E3
Stanish Lakes LEFT Checked b9z Impact
S . Lucie CountV Florida D. R. B. OF 5
ROOF SHEETING
ATTACHMENT DETAIL_
1. Minimum Nail Size = 8d ring shank (min. 2.5" Iona)
2. Minimum Screw Size = #8 x 2"
3. Minimum Sheathing Thickness 19/32" COX Pliwood
4. Use nails bas
or acgewso t%don pressyre for roor stated
in permit inro ox n of e piano for zone 3
K
Area
Edge
Field
Fastener
Ermeaslure
Zone I
IV
4 it
8d ring shank
45 paf
Zone 2
4"
4 It
8d ring shank
"14 par
Zone 3
4
'411
ed ring shank
84 psf
** Zone 3a
la, 11
#8 wood screw
112.5 pot
Use nails or si;rews based on resiure for rgof stated
in permit info box on these plgns or zone
Verifi,l with Plan
Concrete
Lintel F
Columr
Rebar
to Lirtel
Provide #5 bars with min. 48 bar
diameter& overlap into beam. Tie
filled cell steel into continuous
beam block steel. x-,
Provide Cast -Crete
SUS-OB/OT precast
lintel set in mortar
Min. So Bearing
12"X 12"
ilumn Block
Provide #5 bar set in pre -cast R C 0 F F L A N Scale - 1/2" = I`0"
lintel into beam where length or
the opening calls for it. /01N L I I — /--A n I L L
7
Pirovide PT Buck
attached per jamb
&tails into filled ci
40 Pre -cast
811
Val a T I C
.J 5 cl 4, Uri =55 OL, =1 Wise nOLe on Lhis s eet.
- Roof pitch at +12 unless otherwise noted on this sheet
Truss shop drawings to be provided bg manufacturer
- Ang 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 Af
to construction for lagout and uplift verification
Poured Filled Call — Contractor to provide for Form Board Surveg and to provide
Form Board Surveg to Truss Compang prior to truss construction
Provide #5 bars with min. 48 bar
70inmet.o.rIs overlap in filled call. Tie
?I Is I
11 steel into continuous
f. cater steel.
r
Come at@ Footing
-auls
(see tooter ache
for exact sizes)
DETAIL AT WINDOW OPENING IN
CBS WALL Scale: 1/2" - 1'-0"
SINGLE PLY REAR GIRDER TRUSS
Nad 2' x 41 law
truss with lod -- ".. to vert. its or
x 1.5 no" at 4' oc.
Instal 3 on MOT into =I vaing
5/0" AM"himeW (A red mW0
11111to wt a into trusis
48 Bar Dia. Rebar TRUSS BLOCKING DETAIL
Min. Overlap AT GIRDER STRAPPING
AT CENTER BEARING POINT
LOLo lll=r]L
NTS
I/aff thick light textured stucco imstalled her
ASTM C 92L over ASTM D tgpe 2 paper backed
wire lath mailed to substrate through one lager of
ASTM 0 Tgipe 2 felt paper using 8d mails. Substrate
to be 19/32" CDX Plgwood nailed at 6" oc. in field
and edges with 10d ring shamk mails into studs.
Gulf Coast SuppI9 and MPG 5v Crimp Metal roofing FL #11651.12
26ja. 5v crim,% metal roofing attached to plgwood clack using #9 x 1.5'
woe screws wit self scaling washer at 12' o.c. max sbacing over ASTM D
(tgpe 2) SO lb felt underlagment installed with mim. 4" side lops and to" end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
Palced 60 c.c. at all laps amd two staggered row& 12' o.c. in field. Attach
eck to trusses using attachment detail on this sheet
ddit I recast Lin md 11B11
/#6 barsjlzZ.,
Lintel Bar Clear "All
r Length Length %1 Bars Bars
T-10" 2'- 8 2.43 more
31-141, 7-2" 2,# 3 none
Bleff-OBAT 01IS-1115AT 811111111-101
_Additional 4'- 0 31-101, 21-V1 2,43 none
85 bars
CLEAN -.. . ?%.4 41-61, 41-4 11 3` 2 2,# 3 none
..7 no Row of J'H'
block Above -21, -0.
50404 51 .41 2.43 none
2.# 4 none
ital
Precast Lintel
41
2,# 4 none
Additions
#5 bar&
11-41, 11-01, 6'-2- 2,# 5 none
NOTES: 01SK-15AT SP16-15/2T 81-41, 11-101, 1 11-011 2,45 none
1. min. coverage a steel-1.5"
2. min. bearing required 9 on. and=8" ALL reinforcing steel is grade 40.
3r atandard for rainf. eteel=A57M A615
TYPICAL LINTEL SECTION
f PRECAST CONCRETE )
LINTEL SCHEDULE
Mark
Window
or Deal
Unit
Width
Jintst
am!
g144tTrF?dtV
peal cetwon
a
Rome or
411.18 Block
Above
Steel
am
"OL
=4
MLP)
Most.
U
L Omb ftd
MLF)
Most
Lateral
Load
(PLIF)
L22
2-2*
V-Aa
SIMS-015/ft
I
as
50601
1664
1024
LSI
-to
1".1
IT-Oo
411110111-011111AT
I
IS
250
365
143
L45
41-54
S`-100
9100-0111/1'r
1
05
1106
1 4104
SsAl
L50
51-09
Al-V
11110111-01SAT
1
86
1238
as
121
L&o
r-ir
T,-r
spa-ols/iT
i
as
Ion
121
554
LBO
V-Oo
9'-4*
SFS-lS/2T
1
$6
2
06
162
Sell
512
11.410
Ir-Om
10'-Ao
111110111-11115nT
1
$6
2
86
64S
930
401
0015
T-0'
10'-&*
GPIA-15/2T
ONE
1
95
2
85
633
us
401
L100
la-O*
ll'-4'
SP111-115/11T
—
1
#5
2
06
682
4"
452
L110051
KY-0-
1 ll'--4-
WU-6/27
I ONE
I
I as
2
1 85
15"
RM
452
L120
121-091
IV-40
SPS-18/2T
—
1
$5
2
05
41
420
312-4
L1209
12--Oo
IV-40
IS.-
GPIA-95/2T
ONE
I
If
2
as
1019
110
324
L140
14'-W
It'-40
111110116-0/2T
ONE
I
of
2
sag
1250
604
251
LIAO
_O.
W-O'
IT-4-
SPS-0/2T
as
boo
M2
F14
LVAM
.,._O.
W-04
IT-40
'190
too
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
lur Icame a �*r pillyli tni"
(10) lg7 x nails —
2f oc.) aujorting Max,
l8IOIbL Up It
Aluminum Dr, '
Edge il, r4 "0 0
-7 12-
2' x A" Sub rauac7i
Kalican full o vent vnW soffit installed
using 1/8. dim ahm* x 15' long goly.
mad* nth 3/0' die, head tier
approval - see chart ehissit. 81
12" x 12' concrete column
block filled with concrete
and (2) VI bar& vert. tfej---
into lintals above
thicken edge to 111"xilo
with concrete and
one US bar continuo"
BEYOND
Top of tooter
14" below finished floor
r7L7.1
Aluminum Drip -
Edge 11 Fascia
Flash and Counter
flash
Mail ledger to
gable and trus&
with (2) 10d I
at each web M�� \
IN -rib lath
vartical wood
a to pr=da
'nation
3/44 penetration
members
5/8' thick light textured
stucco on tgpical concrete
block construction
Varies - see plan
#5 bar vert. wl
50" overlap
at each filled call
Rear Patio/Slab to
be flush with bottom of
sliding door recess.
Stop per foundation plan—
ca Slope per foundation plan
Brace Gable and
with 2' x 40 SYP #2
Slit back nailed to bottom
of top chords using (2) 10d
nails at each truss
'RE -ENGINEERED WOOD TRUSSES
9 24'o.c. TYPICAL
shop drawings bg manufacturer
,R-30 blown fiberglass
in bottom chord or trusses
-1/2' drawall with smooth finish
Two rows or beam block filled with concrete
and (1) #5 bar cont. in each row. Substitute
recast lintel filled with concrete and 11) #5
or cant. for bottom row over operung&
1/2* druwall over I" x furrin
- strips a"t 16" o.c. with R-4.1 fl-foil
insulation an tgpical So Block walls
All drywall to be installed per FBC R102.S.1
T and &hall meet all pertaining ASTM codes.
0 Mortar to be Tgpa 'M" onl,� pre FBC R�01.1
artioned "
and Mortar 1 ?4612 1
r�cfnts ahall comr -BC R
iv wi h r
Provide Du -Rock at a I wet areas (ex. sh�ie*rs, tubs etc...
Fill call with concrete and
#5 bar vart. (tillipical).
Max. a acing phall not exceed
.48, gess otherwise note
cad see foundation plan notes for
43610 spacing at openings
4" concrete slab with fibermarsh OR
fa'x6' #10/10 WWM on 6 fall Visquiten over
/clean compacted termite treated fill
1� H —�H VW-
11114 111- F I
ical Sectior at Front florc
Scale : 1/2" = V-011
Braden It Braden AIIA. PA
Architects - Planners
,411 S.E. Coconut Avenue
Tel (112) 281-8258
Fax (112) 281-8283
E—mail: bradenaiaO com cast. net
Stuart- FIL S499L #AACOOOOS2
to
W
10
F- 10 CLCL
DL
UJ :3
to a;
go
E
go
2 ci
I UJ
01
U r4
0
Provide downspoult
Strap truse to wall using Simpson MGT with
5/8" dia. threaded rod with min 12" embedment
into beam either wet set or im epoxg with
(22) 10d mails into truss. Add blocking to
truss log per detail on this sheet
Simpson HETA 20
hurricane anchor at each truss
<��21411 O.C.) supporting Max.
ETA20 1810 lbs. ublift
1011
=6160 'h,
I
19,
ZZIA WA FAd WA em
IN
NEVA
=102
A Val Wnsh, W, Avg W, 0, A
I
I
M WA I MR F"rAPAP
I
11
W4 I. FIAN WA N 0- - I V-v di 47,
i
111111,01
'A
F, ON A'". � WOMM" mia
[411111 AdOW11-11IJ I=.,Amqiltja J'L� JrA
ANA
F
MEN
m
no
-
Hie
111pno
N
FAIN I
liMimmigaimaimm
III
Bill
Wunne Building Corp.
THE WINDSIC
S �anish Lakes
St. Lucie Countv Florida
04
10
U
C4
<
Lij
to
ACLq) QD
r-
fa V-
C4
I C14
F-
LU
<�IETA 29:,> Qa��20
Provide for gutter Simpson HETA 2, Provide domenimpom
hurricane anchor at each truss
2411 o.c.) sutportirip , Max.
1810 1 a. uph t
MODEL: Date Drawn Revisions Sheet Comm
12—to-11
REAR Drawn bV:
PORCH c.c.u.
LEFT Checked bg:
rD.R.B. OF 5
PANEL
"All
Poles
allit
Load
Wire
Description
circ#
circ#
Description
Wire
Lose!
BE
poles
2
40
1.0 kis
so
A/C camp
1
2
AHU
#10
3.5 kis
30
2
3
4
2
30
4.5 ko
sio
40 gal. water 44TR
5
6
Range
86
12�0::jj�2
I
a
1
20
1.0 ka
$12
PIRIP
I
1 10
1 Draw
#10
6.0 ko
30
2
12
1
20
1.6 kis
812
Is
14
Dishwasher
$12
1.2 Its
1
20
1.5 Its
812
Microwave
is
16
Refrigerator
#12
U-10
2
1
20
1.5 kv
#12
Kitchon S.A.C.
11
Is
Rodepts
#12
-
1
20
1.5 kw
#12
Kitchen S.A.C.
I'l
20
Recepts
$12
20
1
1
120
1 1.2 Ito
#12
Clothes Washer
21
22
Racepts
#12
-
20
1
1
20
0.61 ke
#12
Garage Door Opener
29
24
. Racepts
812
-
20
1
1
20
1.4 kw
$12
25
24
Racepts
812
-
20
1
1
20
1.42 kw
#12
21
28
Rocapts
#12
-
20
1
I
IS
-
814
General Lighting
211
30
Racepts
812
-1
20
1 1
1
IS
814
General Lighting
31
32
Racepts
#12
-
20
1
-
I
IS
#14
General Lighting
33
34
Exterior GPCI
W12
-
20
1
-
#14
General Lighting
35
alathrom OPI
812
-
20
1
#12
Backis Detectors
-
31
50
General Lighting
#14
-
is
I
312
54throce OR
34
40
General Lighting
$14
16
1
spare
41
42
suare
PANEL HAO LOAD CALCULATION SHEET
Load Description
(2tu.
Watts
Total(Watts)
.9tmpil..Appliance Circuitta)
.Range ... .......... ........................... .............
.P ............ ......... ...............................
'ierrigerat " or ............. .................................
Microwave
..... .... I ................................................
Di,ah. Washe.r. ..... .......... .............................
.............
..................... ......... ..............
Water Heater
AqW.. F AMP
....................................................
diner
p1rogal. PRqi:. Pp ................. ... ........ I ................
1135
3
$205
2
1,500
3,000
1
12,000
12,000
I
1�200
1.200
I
].Soo
1.500
1
1,200
1,200
1
1.200
1,200
1
5,000
5,000
1
.41500
4.500
1
1,800
1,800
1
810
810
Total Watts
31.416
First 10000 Watts 0100%
1
10,000
10.000
Remainder 2-1,419 840%
1
0
10.11116
Electric: Heat or A/C 10.000 945%
1
10,000
10.000
Calculated Load
Watts
30.416&
Voltage
-
240
Calculated Wattage Divided bg Voltage = Total Amps 124.03
Panel Size Required Ir* 0 Ampal
-
Electrical SUmbol Legend
5
4W Palo Switch
Sir
Recessed Can Light
DOA& Few Switch
Egarball Recessed
I B
Push Butter! switch
Exhoust Pon
-6
Duplex Outlet
Calling Mounted Light
-0
Special Receptacle
0-
Wag Mounted Light
waterproof. ground Ifealt ontigirrupte;
Light with Pug Chain (attic)
-sft
Floor Duplex Outlet
Comiputer, connection Jack
Mw
carbon Mandoode Detector
4&
Flood Light
Thermo"
CEO
Electrical Panel
central Voo
IERi
Electrical Motor
Smoke Detector
Calling ran
Television Jack
rz
Telephone Jack
Acoisc
A/C Dmisommect
I x 4 Plorescont Light
CM
2 x 4 fallaresconit Li t
Speaker Hook -Up
ID
intercm Ell
JUNCTION BOX TO SUPPORT A FAN
as THERMOSTAT LOCATION
B/A = Balanced Air
Electric Notes:
1. Use copper wire onli, no aluminum.
2 . Provide and wire all required smoke detectors.
3. Contractor to verifV location of electrical
service and provider.
4. ALL taddle fans shall be on a rheostat.
5. ALL
ath and kitchen receptacles to be GFI protected.
6. ALL exterior outlets to be WP/GFI protected.
1. Recessed cans to be installed per NFPA requirements.
8. AFCI receptacles are reguired in all rooms except
Kitchen, Bathrooms, and Garage.
9. A/C Return Air Balance Must compIg w/ FBC RMI602
10. A/C Refrigie�trt lines that are run thru slabs must be
Sleeved in
11. ALL A/C Equipment shall compIg with energg calculation
12. All work shall be performed bg a licensed electrical
contractor the completed austem shall be full,1 operative.
13. Contractoi shall pag for all 7ees, permits, 'teeing, and
inspections including blower testing where required.
14. All work shall be coordinated with other trades to avoid
interference with the progress of construction.
15. All required insurance shall be provided for protection
against the public liabilitg and propertli damage for the
duration of the work.
16. Contractor shall guarantee all materials and workmanship
free of defects for a period of not less than two gears from
the date of acceptance or certificate of occupancii. or one
gear from closing sale of house.
Correction of defects shall be completed without additional
charge and shall include replacements or repair of ang
other phase of installation that mag have been damaged.
11. It is not the intent of these plans to show everg minor detail
of construction. The contractor shall furnish and install
all items for a complete electrical sgatem and provide all
the requirements necessarg for the equipment to be placed In
proper working order.
18. All work shall be done in accordance with the N.E.C. and
shall complg with all local codes and ordinances, and shall
meet all standard requirements of the local electric utilitg
and telephone comDanu.
.1�06AJWMM!!!�gwld
c t
24 PVC If
2-
ELECTRICA
ISO
AM
11c;
PANEL
P 05 dorrL'FoW in
L RISER
3 TON
SEE MANUAL
"J* and Energo
on
for Urvt into
- Contractor shall use AL-CILI Landing jugs, NTS
- Contractor shall torque lugs I.A.W.
manufacturers recommendations which
*hall be verified prior to construction
19. The electrical agatem shall be completelu and effective[
grounded as required bg the latest giditFon of the N.E.2.
20. All material shall be new and shall bear underwriters'
labels where applicable.
PORCH
141 CFMI
IOXIOXII
GREAT
IOXIOXI
141 CISM
DINING
ROOM
ow
124
103
M4`00IMPT
I
L
141 Clam
]OXIOXI
0TRIA]
M
IL
KI-11CHEN
I
MIN.
CL"It
3a
M-C
(��W.H.
4'0 Itowl, Ballard
See eta on this sheet
00/_
21. All equipment and panel sizes shall be verified before
ordering. The contractor shall provide circuit routings to
suit the job conditions.
22. Furnish and install all fixtures as called for on the plans
or as selected bg others.
23. All racewage and pipes placed in or through ang concrete
slab shall be spaced a minimum of three diameters of the
largest conduit or pipe from ang other service.
24. All exposed wire below T-l" shall be installed in metal EMT
conduit.
25, Drger Vents to be installed per FBC RMIS02
r -2i; x-i;�- 1
Attic Access
h&
GARAGE
r- - - - - - - - - - - - - - - - -
124 CPMI
IOA03d
l(MA-STER
BEDROOM
12W2WO
B/A
r-n IOXIOXIII,
I "'Ir-
J
_...,.,.124 Cr
124
20x2O
1haiwo
B/A
8x4x4
41 Claim
LOSE
8x4x4
SO claim
_DR Y-Ef I
LAUND
MF-Clii�ANICAL
1 If
it
L
, I I L2)d2xv
B/A
THIRD
BEDROOM
100 CPM
IO31dX6
150 Amp
Panel
- - - - - - - - - - - - - - -
GOLF CARY,
GARAGE i
LA\rCJT
as THERMOSTAT LOCATION
SCALE: 1/4" I'-Ol#
Braden 4
Braden AIIA.
Architects - Planners
-411
S.E. Coconut Avenue
Tel :
(112) 281-8258
Pax :
(112) 281-8283
E-mail:
bradenaiaD comcast. net
Install oulet
under disc,
not shown for
claritg
WR GrC1
0
PORCH N
4
wP GFCI
MASTER
BEDROOM
t ROOM
GREEA
LOSET
40
2rr7T
$7ASHE
JR LD�F__,Rj
LAUNDRY
_0e
DINING 9_
ROOM
119 It=X
100, 101
Io 00, 11 .00
1`0-
I �ITC�HE�
I
it=
1121 1
M511%v
p.y
Sr CLiAlt
_yw� a
10 0
Grt
@I Ballard
,/-lee, 146tail on this sheet
r -2i;
Attas
T
OPTIONAL PANEL
LOCATION
GARAGE &
0
Grci
/ 1
10,
GFCI
Garage
Door
Opener
.14 1
Wire For
Front Post
I
Light to garage Ights
I
i _J
Wunne Building Corp.
THE WINDSOR
Stanish Lakes
8 . Lucie CountV Florida
Pat Light with
Nato call
Center Post Light
between driv*"P
MODEL:
REAR
PORCH
LEFT
F/
Gel
SECOND
\I�EDROOM
THIRD
----BEDROOM
%�
WP GrCI
Gr�111
11)
150 Amp
Panel
GFCi
aage
C'Door
Opener
GOLF CART 1
GA AGE
=8 GFC1
GFC1 I
ELECTRICAL FLAN
SCALE: 1/4" = I'-Q"
Attic Ventina Calculations F15C 230q7.
Total Attic Space = 2101 sq. ft.
Venting Ratio 1/150 18.00 91.1 ft. required
Provide A Continuous Vented So fit
Date Drawn Revisions
12-L-11
Drawn bV.
c.c.u.
Checked bV:
D-R.B.
Sheet
OF 5