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HomeMy WebLinkAboutBUILDING PLANGuIP Coast Supply and MFG 5v Crimp Metal roofin FL #IIL61.12
2L ga. 5v camp metal roofing attached to plywood 'eck Laing
woad screws with self sealing washer at 12" a.c. max epaang over ASTM D
!type 2) 30 16 Peit underleyment installed with min. 4 side laps and L" and
laps fastoned with corrosion reestsnt tin caps and wish 1.25" ring shank nails
a aced L o.c. at all laps and two ateggerect rows 12" o.c. in field. Attach
dpeck to truaea using attachment detatt on this sheet
5/8" thick light textured
12
stucco on typical concretd
4 1 SLOPE
block construction
Finish Columns with 5/8" thick x 8"w cut
5/8" thick cut coral coral finished stucco bands
finished stucco bands
LEFT ELEVATION
SCALE: 1/4' - 1'-0'
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12
26 go. Sy crimp metal roofing attached to plywood deck using #9 x 1.5"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(type 2) 30 lb felt underlayment installed with min. 4 side laps and L" and
laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails
spaced L" o.c. at all laps and two staggered roles 12" o.c. in field. Attach
deck to trusses using attachment detail on this sheet
12
\LOPE 4
EGRES PER D
3
------------------------ 0'-0" = Fini
01
5/8" thick light textured
stucco on typical concrete
block construction
RiGHT ELEVATiON
Product Approval Submittal Affidavit
Olpmniftwng8ohednleamiDoarb
Overhead
Doors, SlildiummDooee. a
1,2,3
A
NUMM
FL!734-3
I4-0330.02
Product
Sln le Hun
9 9
Overhead
Garage Door
Model �I
SH-l00
Im act
Model 824/811
9'- max sadtl�
IL'- " max ling t
Manufacturer
PGT
DAB
Mere
5/IL"
Attachment method
I/ 'adds tapeons rim. I /e penetration lto dhera to
spat per product a roval. Contractor she!
min. dicta- a ecifiad in Product approva4
° x �' "
s.-� v
m. • ae e.v"9i
TWT
Dais �
�� Tomb
+ 80.0 PSF
-
+ 50.0/-LO.O pef
IO_q_21
B
FL# ILL14.1
Fiberglass
Snomogth Pro
Jeid-Wen
Eko V4' 6a. tape eth min 12�' embedment at 3' max
from corners and n ma. max thereafter m heed and jambe.+
50.0 PSF
(,;
FL# 251.5
Sliding Gass
Door
SGDs
l
PGT
I° nam
T pe "GSA"
l e p�r t ov . / ontraetor ° s
an /jr2 1/2" edge distances specified m Product approoval°
± LO.O PSF
Product
NUMMDots
Model III
Manufacturer
Attachment Method
ratios
of Design Pressure
Approved Tembs
M11iiiOns
FL# 2LI.1
I' x 2 3/4" x .315'
PGT
netaU per fastener typo and inps shown m Table IA and IB
in product approval on sheet 5 Z2.
+ 58.0 PSF
Roo=
FL# IIL51.12
5V Crlm
Metal Roofing
Gulf Coast Supply
and manufacturing
2L 6v ern metal rodmg attached plywood deck using #9 x 1.5'
(� osiP:lef Gerroi tee with max
x0C1iide laps and SL�erCid
top faetlnad with corrosion remstant Lin caps and anth 1. nn shank nml•
spae�d i ac. at all Iapa and two st.1garad rows I�' o c. in Gild. Atteeh
deck to trwassa Long Itsdata on rod plan
- 108.5 PSF
Siding
Stucco on Block
$Orin(
FL# 12198.3
Model T4 12" vented
yin I Soffit
Kaycan
Install imung 2" x 2" battens at V o.c. screwed to soffit framing using
#8 ; 3" wood screws at each truss Instwithall soffit to battens using
+55.0/-35.0 PSF
Hurricane
Panels
FI# 15014.2
24 Gauge
Storm Panels
Global Protection
Products LLC
Install using I/2' dia. solid set lead anchors with 1/4" din.-20 x 1.5'
long 55 screw head combo. with Neoprene washer at 12 1/2' o.c.
along the bottom and 13 o.c. at the tap
± 45.0 PSF
I have reviewed the above and
approved it by my seal below. ( Architect or Engineer of Record
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #II661.12
2L ga. 5v crimp metal roofing attached to plywood neck using 49 x 1.5"
wood screws with s¢IP sealing washer at 12' o.c. max seating over ASTM D
(tgpe 2) 30 ib felt underleyment installed with min. 4 aide laps and V and
laps r stoned with corrosion resistant tin caps and u�i�h 1.25" ring hank nails
s aced L o.c. at all lace and two ateaagored rows 12 o.c. in field. Attach
5/8" thick x 8"w cut stucco on tgplcal concrete
coral finished stucco bands block construction
REAR ELEVATiON
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12
2G ga. 5V crimp mete( roofing attached to plywood deck using #9 x 1.9"
wood screws with self sealing washer at 12' o.c. max spacing over ASTM D
(type 2) 30 Ib rapt underlayment installed with min. 4 side laps and L" and
tape 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 detail on this sheet
12
4 1 SLOPE_
P11=111=1
011M
ICI ICI Ir•I ICI
5/8" thick x 8"w cut'
coral finished stucco bands
2" x 4" top plate I ' 1/2" drywall ceiling on trues bottom cord
I/2" drywall on
2" x 4" studs at 14" o.c.
base -board 11 II / 2" x 4" P.T. bottom plate
\ 4" concrete slab with fibermash OR
VW #10/10 WWM on L mil Visqueen over
clean compacted termite treated fill
Interior Non -Bearing Partition
nts
Braden ! Braden A1"t1Ar"'1v PA-lJgnne Building Corp.
Architects - Planners
411 S.E. Coconut Avenue
Tel (112) 281-8258
Fax (i12) 281-8283
E-mail: bradenaiaOcomcast.net
Stuart. FL S4994 #AACOOOOS2
Spanish Lakes
cat. Lucie County Florida
SCALE: 1/4' - 1'-0'
ALL MANUFACTURES LQM SHOWING
U FACTORS AND SHGC COMPLIANCE
WITH F80 ENERGY CODE MUST
REMAIN ON N.I. DOORS AND WINDOWS
UNTIL INSP'ECTiONS ARE APPROVED
THESE PLARS AND At.t I*OP S D WG++
ARE SUBJECTT©�ANl�TIOi'
" RrvIUIENDEM EAR'YIN�0AWTCTHAT
1/e Thick cut coral stucc yylpgpAta kP tMA9L6C0�`
backed wire lath nailed to s s rate through
one lager of 15 lb Pelt using 8d nails. Substrate
to be 19/32' CDX Plgwood nailed at V o.c.
in field and edges with IOd ring shank galvanized
nade into truss webbing.
cq FASiENERF ;)R AT"CRME%76
iStU-If OfTHE
,,;INiAACiOROF RECORD
"
MV
■ ■
�
11a
imi
it
I[O71
�I
li
FRONT ELEVATION
SCANNED
BY
3T LUCIE COUNTY
ST. Luc:EIC Y- BLTLP�ti 0 D���i�
SCALE: 1/4' - 1'-0' REVIEWED FOR o L NC
ce
REVIEIY , D BY
Lsy-
DATE
FL , STD RhU70B
C^. NO n;SrECTION WILL BE MADE.
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 Baldrig Code Residential: Sth Edition and ASCE 1-10 for Wind Loading
Swirling Denign Is: Enclosed Risk Category II Wind Velocity: I45 mph ultimate
Mean Rod Height: III-j2O Rod Pitch: +12
€
t
Internal Pressure Coefficient: ±o_ln
"jectabrhtg to damage from: Weathering: Negligible Termtea: Vera Heave
€
Width of Roof End Zone: V-4' Wind Speed: IL5 mph ultimate
Wind Exposare Classification: G 1.21 x O.L = 0.12L
Ad,lustaent factor for Exposure Height. ASDesla p
Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL LmL
Components It Cladding Wind Pressure (NET) Rod Zone: I. +20.L/-J2A pef
Rod Zone: 2. +20.L/- 1.o pal
Rod Zone. S. +20.L/-84.0 Pat
Compopents t Cladding Wall End Zone Width: 3,_4■
Roof Zone I
Compoiienu 1 Cladding Wind Pressure (NET) WWeI cne: 4.+35.8/-J8.7 pef
p®
Wall Zone: 5. +35.8/- 1.8 pal
Wells Zone 4
Compoents t Cog Wind Pressure (NET) on Garage Door:+32.0/-40.3pd
Shear DaUs Considered for Structure? es
- Rod Zone 2
Continuous, Load Path Provided,__Y����
Walle Zone 6
Are Components an Cladding Details Provided? Yes
END ZONE
Mmilmim Sal Bearing Preasure:2,500 poi, Preemptive: X Sg Test: pn
This Building Shall Have the Following:
X
- Corner Zones
APPROVED SHUTTER6r mpACT aL4ss doTHh NErrmllb
Rrr 3
ROOF LIVE LOAD: 23-- pef ROOF DEAD LOAD: 10 pef A",
116,
FLOOR LiVE LOAD: ' - gist FLOOR DEAD LOAD:-10-- of
JOB ADDRESS: �40s
Model: Date Drawn Revisions
REAR 3-1-18
PORCH Drawn bgt
C.C.U.
LEFT Checked by:
D.R.B.
OWN
#
impact
OF 5 1.. , , ,",
Counter top - verdg tgpe
with contractor
FLOOR FLAN
Recess top p'w x 3/8'
4" for steel wplateis aLngld
e
CRASH POST DETAIL see dated on this .beet
TYPICAL
NOTES: SCALE 1/4" = 1'-0"
N T. S.
I.
Contractor t0 verify ALL notes and dimensions prior to
3C high bg 4" diameter
proceeding with Work.
p �
steel crash post. Floor
Flange with 4 - 3/8"
steel countertop support angle
Install L" from each end and-_
2.
Contractor to STRICTLY enforce ALL OSHA Requirements.
ex ansion bolts into
one in center of counter.
3.
ALL Lumber to be used as Beam, Rafters, etc... to have
slag (3/8"t 50 ksi steel plate)
we angle detail
a minimum 1,400 P.S.I. fiber stress.
1/2' drgwali
4.
No dissimilar metals to touch.
2 " 2y;,
-`
S.
ALL Concrete used for slabs shall be mill. 2,500 PSI concrete.
1/;' ;2"
ALL Concrete used for vertical filled cells, cont. tie beams etc.. to
shall be 3 000 PSI concrete and/or 4 000 PSI rout mix
o
12" x 12" Concrete column III2"
block Pilled oath concrete and
(2) #1 bars vert. tied into
lintels above
Jt-
Base cabinet N "
2' x 8' wood studs
at IL" o.c.
2" x 8' PT wood plate
6. Drgwall at ceilings shall be leveled and attached to bottom chord V J KITCHEN 15LAND FRAMING DETAIL
of trusses with screws per FBC R102,3.5. ��4'J� 2%;' Attach buck to block wall with
1. ALL wood in contact with concrete shall be pressure treated. O 0-
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 accessibility requirements. � 2h„ 2��"
12. Lowest finished floor to be set bg Governing Building Department 6"
surveyor to set in field.
13. Separation between residence and garage shall be per FBC R302.6
14. Door between garage and residence shall be 1-3/4"t 20 min. rated door
WH• = Water Heater
15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1
16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2
11. All exposed attic insulation materials installed on attic floors shall have a critical radiant
flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation
materials exposed on the underside of the roof deck or on the attic walls shall complg
with F.B.C. R314 - see permit info box of code edition
I/4` dia. Elco conc screws with min.
1 1/4' penetration at 12" o.c. max
and 4' max from each corner thru
Exterior face 2' x L" PT Buck I of l
arm
#8 Woad screws thru •lamb into buck
at each hinge and 154 sic. max and
Detail at Door
tar to door attachment
NTS
INSTALL VULKEM BLOCK SEALANT
ON ALL JAMB, HEADER, AND
SILL BLOCK PRIOR TO BUCK
INSTALLATION
Install windows thru buck into
block with 3/IL' tap -con with
1 1/2' penetration at 6" o.c. max.
from each corner and 20,' oc. max
thereafter at -tombs and 20' oc. max,
Exterior Pace at head and mper product approval
of wall It buck to be I' x V PT
18.
Gsum board material shall conform to ASTM C36, C79, C475, C514, C630, C931
_I"x4" P.T. Buck nailed to
lack
C40, C1002, C1041,C1111, C1118, C12-18 C1395, or C1396 and shall be installed
with case hardened nails
Detail at Windows Prior to window attachment
according to the following: (FBC R102.3.5�
Masonry
Beam
Drgwall
Location
Orientation
Fromm g
Member
Max spacing
Nail sizing options for
In x L' P.T. Buck nailed to
block with case hardened nails
NTS
Thickness
of fasteners
installation oP drygwall
into
prior to
door attachmen
Maximium
Nails
Screws
wood framing member&
2" x min. thickness
":.::°iir:
Install SGiD thru buck into
block 3/I6" tap -con with
Ceiling
Perpendicular
24"
1"
12"
13ga 13/e" long with 19/44 head
;:;,, ,.
+:'y-.' >;.^r'•r:+'.
"with
I I/2 penetration at L o.c. max
from each corner and 20." o.c. max
0.098" diameter x 1 1/4' long
'i '"; <:,::;, ``
thereafter at head per product approval
/2
annular -ringed or 5d cooler nail
Wells
Either
Direction
11."
g"
IL"
OR
0.080" dia. xx 1 5/8' long with
15/1.4" head
0
0
Use 3/I6" tap -con with
OR
1 1/2" penetration at In o.c. max.
Gypwm
board mad O.OBL" ilia.
from each corner and 20" o.c. max
x 1
5/8" with 9/32" head,
thereafter at sill per product approval
Ceiling
Perpendicular
24"
12"
13ga 1 518" long with 19/44" head
0.098' diameter x 13/8" ton
In x L" P.T. Buck nailed to
block with case hardened nails
annular -ringed or 6d coder nails
OR
Head
prior to door attachment
Walls
Either
Direction
IL"
g"
IL"
0.092" dia. xx 1 1/8" long with
1/4' head
-
"•
OR
Gupwm board nail 0.0915° the.
fixed door
sliding door
x
11/8" with 19/44" head.
19.
ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6,
Masonry Wall
A108.1, A118.1, A118.3, A136.1 and A131.1
"
20. Cement, fiber -cement or glass mat g psum backers In accordance with ASTM
C1288, C1325, OR CII18 and installe I.A.W. manufacturers recommendations shall
Bottom Trac
Typical Flooring
be used as backer for the wall tile in tub areas and Wall panels in shower areas.
Sill
Install SGD thru buck into
21.
Insulation includin facings such as retarders or vapor permeable members installed
9 9 P p
S I d Door
black with trod111V tap -can with
I I/2" penetration at L" o.c. max.
D t i
within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics
i I n g
e a I Prom each corner and 20." o.c. max
shall have aflame spread index not to exceed 25 with an accompanyin smoke
theraaPter at Jambs per product approvalJamb
developed Index not to exceed 450 when tested in accordance with ASTM E 84.
At Masonry Wall
NTS
Insulation shall complg with F.B.C. R316.
Gulf Coast Supply and MFG 5v Crimp Metal roofinFL #11651.12
26 a. 5v crimp metal roofing attached to plywood gdeck using #9 x 1.5"
wood screws with sell' sealing washer at 12" o.c. max spacing over ASTM D
(type 2) 30 lb felt underlayment installed with min. 4 side laps and L' end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced L o.c. at all laps and two etagggored rows 12° o.c. in field. Attach
deck to trusses using attachment data( on this sheet \
Simpson HETA 20 or equal
trussnails
w ih ��a) rac�ox
12
005101
Is�%2ec
PRE a N�4°o.c.RTYPICAL ED TRUSSES
( 24' oc.) supporting Max
Ie101bs
4 F
upldt
(shop drawings bg manufacturer)
Aluminum Drip
R-30 blown fiberglass
Edge i Fascia
in bottom chord or trusses
1/2' drywall with smooth finish
2" x V Sub -Fascia
Two rows of beam block filled with concrete
and (l) #5 bar Cont. in each row. Substitute
Kaycan lull o vant vingl soffit installed
1/8' die 1.5' long
precast lintel Pilled with concrete and (l) #5
gar cont. For bottom row over openings
using shank x gaiv.
fooling nails with 3/8" dia. head per
product approval - we chart sheet 81
I/2" dr wall over In x furring
strips at IL" o.c. with R4.1 fi-foil
insulation on typical 8" Block walls
5/8" thick light textured
All drywall to be installed per FBC R102.3.1
stucco on tgpical concrete
T and shall meet all pertaining ASTM codes.
W Mortar to be Type °M" only proportioned per FBC R601.1
block construction
and Mortar Jonts shall comply with FBC R401.2.1.
Provide Dur-O-Rock at all wet areas (ex showers. tubs etc...)
#5 bar w/
30" overlaperlap
Fill cell with concrete and
at each filled cell
(l) #5 bar vert. (typical).
Max. spacing &hall not exceed
Wood
48" unless otherwise noted
see Foundation plan notes fa
Base
spacing at openings
4" concrete slab with fibermeA OR
L"xL" #10/10 WWM on 6 mil Vlsqueen over
/ clean compacted termite treated Fill
Grade
-I I �-IIII- IIII IIII �
-11 IIII11 1 �' I.
-IIII �I 14" x 14° Concrete Bing
with (2) #5 bar& cont and #5
T Yl= 1 C A L SECTION transverse bars at 48 o.c.
Scale : 1/2" = 1'-0"
Window Schedule
Mark
Size
Rou h Open.
Window Description
PRESSURE ZONE
I.
4'-S%"x 4'-6%a"
54%:"x 54Ys"
Smgl4 Hung
ZONE 4
2
V-2 %s"x 5'-31/6"
i5' x L3 %"
Single Hung
ZONE 4
2'-2' x 3'-2h"
21h"x 38%'
Single Hung
ZONE 4
4.
V-1' x 5'-3ve"
38' x 43'/;'
finale Hung
ZONE 4
ALL Windows to be aluminum windows w/ tint
rid mullions per
elevations.
ALL windows to withstand
pressures in permit into box
on sheet I
ALL windows in bathrooms to be tempered
t rough opening dimensions
to be verified bg contractor
wi h manufacturer a specs
prior to construction
Door Schedule
Mil
rk
Size
Rough Opening
Door Description
PRESSURE ZONE
T-O• X 1'-0'
108" x 84'
Overhead Garage Door
ZONE 4
3'-O' X 1.'-8'
4N'/," x 83%'
Fiberglass Panel - Insming
ZONE 4
L'-O' X V-8'
14' x 81 %2"''"' "'s°'
Sliding Gilm" pow
ZONE 4
2'-00 X V-am
Solid Care - Wood
- L-Panel -Di-Fold
Isnsahed 24' x 8112"
2'-L' X V-8'
Solid Core - Wood
- L-Panel
6'-0' X V-8'
Sokol Core - Wood
- L-Panel - Br-Fokd
'-8' x V-S' x 1314'
Solid Cam Wood, Steel, or Masorete Door
2'-s• x 4'-9'
solid Core - Wood
- L-Panel
2'-L' X V-8'
SdNI Core - Wood
- L-Panol - Dr-Fohd
ALL
b
W
wi
Exterior doors to withstand pressures stated
x on sheet #1
RAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM
THSTAND THE PRESSURES STATED IN PERMIT INFO BOX
I rough openme dimensions to be verified bu contractor
h manufacturers specs prior to construction
in permit info
AND SHALL
ON SHEET #1
If•8
3.
Verify attachment
hole location with GC
prior to fabrication
3/8" thick
steel brack
O
1
r
Q
6"
COUNTER TOP BRACKET DETAIL
O
Ann
iP) 1IM,lit' [-li1a111
milled cell under
girder above
PORCH
WIRE LATH E STUCCO
CEILING
I G'-O"
I
I
I
I
8'-O" to 9'- " A.F.F.
Vaulte Ceiling
19'-5"
GREA� ROOM
1
I
N l
I
1
8'-0" o T-8" A.F.F.
Vaulted Ceiling
counter
EGRESS
13'-II"
MASTER
BEDROOM
8'-0" A.F.F.
Flat Ceiling
C
- Rod E SheIP
F- --
-
-
4„ 1,_3„ 4„
v1 r
�1 J
-1l OSEIt
Rod t SheIP
WASFiE PRYER
N
n
AUNDRY
Vanity to be
34 Y2 " high
aTniq
a/
ROOMINING
I = I I 34 i I b 42„ O
3/e" thick steel I counter tops to T 18"
overhang wall 1.5" 'v I I in
coo ter top supports ,, , 5'-3" 4". 9'-5"
6
W till
W--�-
DW i o a +41" high wall
i
i KITCHEN
1 _ 8'-0" to 9'-0" A.F.F.
1 O m Vaulted ifeilrng
b.. Upper cabinets to
1 I expend over Ref.
NON PENT
1 REF.
3a' CLEAR
L - - 1 - °FExMr
-n Estes lmdotisa O
"4 steel Ballard Provide auto
se detail on this ,,at
closer
l A tic Ass 1 0 3 1
L 2, U, eci
B'-O" A.F.F. -
Flat Ceding
ARAGE
O lock wall in
g rage to be " " MT
r+ struck block "
NE
EMERGENCY
r - - - -------------� EGRESS
I I
I I
1 I 1
Z
1 I m
I I
1
Zn
1
in
SECOND
BEDROOM o
8'-0" A.F.P. - 1-Flat Ceding
1
r
O
THIRD
BEDROOM
i O
m V-O" A.F.F.
Flat Ceiling
J
corn 12'-8"
R-a eons rnalnusn-
Provide auto 150 Amp
closer Panel
-----------------�
I u
1 b
'1GOLF CART
GARAGE
13'-O"
0 e e
Braden ! Braden AIIA, PA ljynne Building Corp.
Architects - Planners
411 S.E. Coconut Avenue T H F. W i N D CJ O R
Tel (112) 281-8258
Fax (112) 281-8283 Sppanish Lakes
E-mail: bradenaiaecomcast.net 5t. Lucie Count Florida
s♦iiwP* 121 '.Ld4a►L tteer-nnnnaM g
G
w
1_
w
IL
iu
H
a-
1
in
Square Footage Breakdown
Total A/C Space =
1.153
sq. ft.
Covered Porch Total
= 212
sq. ft.
Garage =
459
Sq. ft.
Total Cubic Ft = 14,024
Under Roof Total =
2Alk
f'
Date Drawn
Revisions
REAR
3-1-I8lsi
PORCH
Drawn by:
LEFT
c.c.u.
Checked
D.R Bby-
OF 5
im�act
Fill Copy
I.
ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL
9.
SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY
BEARING CAPACITY. IF ANY SUB —SOIL, MUCK OR NONUNIFORM
FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS
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
10.
DESIGN LOADS ARE AS FOLLOWS:
ROOF ) = 4i PSF
ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI
VELOCITY =PER PERMIT INFO BOX ON SHEET #I
WINDEXPOSURE
BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS
EXPOSURE ="C"
3.
POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO
SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION.
11.
ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A—I6, 11
4
GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10
A-35 SPECIFICATIONS. ALL ANCHOR TO BE A — 30-1 STEEL.
WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR
BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL
12
ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR
(MINIMUM DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH
BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE.
FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS,
MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH.
BE
SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE.
5.
LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS
BEFORE FILL IS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND
MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF
l3.
MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
BUILDING CONSTRUCTION
FOOTING: 3"
BEAMS: 1-1/2"
6-
TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB.
14•
LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS.
GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND
DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE
15.
USE STRUCTURAL GRADE WOOD WiTH A MINIMUM Fb OF 1600 PSI
ATTENTION OF THE ARCHITECT.
16.
ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000
8.
GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER
PSI OF NO.2 SOUTHERN FINE, UNLESS NOTED OTHERWISE.
FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR
1�•
ALL LUMBER 1N CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING.
FUUNUA
I
IUN
CLAN
I Ain
than es
to
inns must
be submitted to the architect SCALE: 1/4" = 1'-0"
• � 9 P
for approval before proceeding with construction.
2. Contractor shall be responsible for verification of all
notation and dimensions before starting construction.
3. Soil conditions assumed to be 2500 psf. Should any other conditions be
encountered, the architect shall be notified in writing for revision
4. Verifg all recess thickness at showers, tile, etc....
5. Contractor to provide filled cell with concrete and 1 45 bar Vert. at 48"
o.c. max. Provide (1) filled cell on each side of openings upp to 5'-11" wide.
Provide (2) filled cells on each side of openings from I- — to 9'—I1"
and Provide (3) filled cells on each side of openings from 10'—O" 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)
6. Contractor to provide for Form Board Survey — Form Board Survey
to be provided to Truss Company prior to truss construction
1. Contractor to provide for soil test prior to construction and provide
a copg of soil test to architect for review prior to construction
8. ALL Reinforcing steel shall be grade 60, 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" concrete protection at beams for ALL reinforcing bars.
#5 bar Vert. w/
30" overlap -
at each Pilled cell
4" concrete slab with fibermesh OR
G'xL" #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
iioui mom
I= I I I I 14"w x 14"d concrete monolithic
footing with (2) #5 bars Cont.
14"
TYPICAL FOOTING DETAIL
SCALE 1/2" = 1'—O"
4" concrete slab with fibermesh OR
6"xO #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
#5 bar cont.
a. G
�-
- eo
10" (2) #5 bars cost. bottom steel
12"
= 2 11
DETAIL AT to" GARAGE STEPDOWN
SCALE 1/2" = 1'-0"
12' x 12" concrete column
block filled with concrete
and (2) #'1 bars vert. tied
into lintel& above
Top of rooter
IL" below finished floor-
Verifg house slab
height in field
30 x30 xl6 concrete
4_L��column footing with (4)
45 bars each way
DETAIL
SCALE 1/2" _
Thicken edge to 8"x8'
with concrete and
one 45 bar continuous
#5 bar vert. w/
30' overlap
at each Pilled cell
Adjust curb height
based on gar. floor
slope.
#5 bar in curb \
14"
FOOTiNG
SCHEDULE
nark
Descriptionam
I
14"W
x 140D
MONOLITHIC FOOTING
WITH
2 #5 BARS CONTINUOUS
120W
X 148D
MONOLITHIC FOOTING
- V
STEP DETAIL ON THIS SHEET
30'
x 30" x IL"D
COLUMN FOOTING WITH (4)
#5 BARS EACH WAY
8'W
x 8"D
THICKEN SLAB EDGE
WITH
1 #5 BAR CONTINUOUS
ov14"W
With
x 14"D
Curb at Garage
MONOLITHIC FOOTING
WITH
2 #5 BARS CONTINUOUS - CURB a 0'-0'
12-W
X 18"0
MONOLITHIC FOOTING
- V
STEP DETAIL ON THIS SHEET
4" concrete slab with fibermesh OR
VW #10/10 WWM on 10 mil Visqueen over
fill
'his PSrml#
4' concrete slab with fibermesh OR
6"x4" #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
l l l l i`14'w x 14'd concrete monolithic
footing with (2) #5 bars cont.
GARAGE CURB DETAIL
SCALE 1/2" = I'
4" concrete slab with fibermesh OR
6"x6" 410/10 WWM on 10 and Visqueen over
clean compacted termite treated fill
#5 bar cont.
6
IL
Ln
l2) #5 bars coat. bottom steel
10" �
12"
DETAIL AT 9" GARAGE STEPDOWN
SCALE 1/2" = 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 treatment
area shall be re —treated with a chemical soil treatment
including spaces boxed or framed.
Treatment must be in accordance with the rules and laws
established by the Florida Department of Agriculture and
consumer services.
Protective sleeves around metallic piping penetrating
concrete slab on grade floors shall not be of cellulose
containing materials and shall receive application of
termicide in annular space between sleeve and pipe.
2" x L" PT wood secured with \
3/8"dia. x V anchor bolt at 18" o.c.
overhead door track secured 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 #i. SEE PRODUCT
APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL.
Filled Cell Masonry Column With One
#5 From Footing To Beam Each. Filled Cell Masonry Column With One
Conc. Fill To Be 3000 PSI
See Floor Plan For Location 95 From Footing To Tie Beam
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
O o Fr
Double Filled Cell Column Single Filled Cell Column
NTS NTS
Braden It
Braden AIA,
Architects - Planners
411
S.E. Coconut Avenue
Tel
(112) 281-8258
Fax :
(112) 281-8283
E-mail:
bradenaiascomcast.net
Stuart. FL
S499L #AACOOOC
12' x 12' concrete column block filled o
with concrete and (2) #1 bar& Vert. tied rl 1
Into lintels above AM
I" e'-10 'Yo
10,-O"
o °mo f
Q —I o ° �0 0 1 I i i I I I y o 0 0°
1 ` ° r — — — — — — — — , o
/ 'r ® ®� — Filled cell under I FI
girder above o I FI
° 4"
O
® p Rear Porch Slab to L FI
I lu - be poured separately
o I 0 from House Slab. I
�
�L
Thicken footingg to
° I 24"w x 14"d x 24"L
under filled cell -
I oa
O ° ° ° ° « ° ° 1 under grader bearing. O F
° r — . W J I. w n
I FI Rear ratio/Slab to ~' Fi I ay
1 be flust with bottom of
slidin door recess. ( °
Slope I'
-; FI 1 °
I
II I
I
I I "
4" concrete slab with fibermes OR
ovi 1 6"xd" #,10/10 WWM on 6 mil Vlsq en over H.B.
= 3 0 S I clea compacted termite treat fill °
°
I I �I I _
° I I WASHER DRYER I I-
I I FII�
I
i
j 1 o I o
it I
°' I I I I 1
o I FI I I I o
I I I
hna°I DW i I°
1 4" crate slab with fibermesh OR PI I
1 VxV Ali /10 WWM on L mil Visqueen over
clea i compacted termite treated Pill I
1 mcRownve
NON -vs REF.
AR
H.B. ° I o 2 &OPENMG
Oo
Steel Ballad I 1 I
See detail on this sheet II
_
_ I
I r--- I>
Attic Access I° i�1 1� and pww
IFI I Metslaither w e of
—— —z---- -- — —J
I I ouw field verifg
eW service location
1 � I o ° I�-� - - - - , _ r
15Pa el p
° I I 4" S I ° I
°I I A
°
13'-0"
° - I
I i o J o 1J a °
I a — — — -- — — — — e J°
1.5" Recess for .V Recess for
arage oor Ciarage Door
r
91-01, T-8° 6'-4" 2'-81, _ 9'-0" J 2'-8"
Wynne wilding Corp.
7HE WINDSO
Sppanesh Lakes
5t. Lucie County Florida
REAR
PORCH
LEFT
)ate Drawn
3-1-18
Drawn bg:
C.C.U.
Checked bg:
D.R.B.
0
a -
OF 5
PANEL
"A„
Poles
BR
Load
Wire
Description
owes
ow'cill
Description
Wire
Load
BR
Poles
2
40
1.0 Its
$8
A/C camp
1
2
AHU
alo
3.5 kw
3o
2
3
4
2
30
4.5 kw
*to
40 gal. water HTR
5
L
Range
ai
12.0 ku
50
2
'1
e
1
20
1.8 ka
812
Pump
9
I t0
1 Draw
a10
5.0 Its
30
2
II
12
1
20
1.5 Its
$12
13
14
Dishwasher
$12
1.2 Its
20
1
1
20
1.5 km
812
Microwave
15
Refrigerator
#121.2
ke
20
I
1
20
1.5 Its
a12
Kitchen S.A.C.
11
is
Renpt■
a12
-
20
1
1
20
1.5 kw
a12
Kitchen S.A.C.
I'l
20
Recepts
412
-
20
1
1
20
1.2 Its
212
Clothes Washer
21
22
Reeepts
812
20
1
1
20
0.81 kw
a12
Garage Door Opener
23
24
Recapts
812
-
20
1
I
120
1.4 Its
1 a12
25
24
1 Recepte
812
20
I
1
20
1.42 kw
$12
21
2g
Recapts
s12
20
1
1
IS
-
814
General Lighting
211
30
Rocapts
a12
-
20
1
1
IS
314
General Lighting
31
32
Recapts
a12
-
20
1
-
I
IS
314
General Lighting
33
34
Extmor GPCI
$12
-
20
1
-
I
IS
al4
General Lighting
35
3L
Bathroom GFI
812
-
20
1
1
20
-
a12
Smoke Detectors
31
38
General Lighting
814
-
IS
I
1
20
$12
Sathroow GPI
3`1
40
General Lighting
s14
-
15
1
s are
41
42
1 sbare
PANEL "A" LOAD CALCULATION SHEET
Load Description
Qt .
Watts
Total(Watts)
General Lightma„(3 watts„eg, Pt.) „ „
$mall, Applipnce, ,Cgcult(a) . . .. . . ......... . ........ . . .. . ....
Range ..................
Refrigerator .. , ..
Microwave
................................................
,Dish ,Washer ...................................................
Clothes„Washer, , , , , , , , , , .........................
ClothR!..P.rger................................................
Water, Heater .................................................
Water, Pump ...................................................
Garag®,poor,Opener,,,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,,
1135
3
5.205
21,500
3.000
1
12,000
12.00
1
1200
1200
1
1,500
1,500
I
1.200
1.200
1
1,200
1,200
I
5 000
5,000
1
14,500
4 00
1
1800
1 800
1
810
810
Total Watts
31 416
First 10000 Watts e100%
1
10,000
10 000
Remainder 21.415 940%
1
0
10,466
Electric Heat or A/C 10.000 e65%
1
10,000
10,000
Calculated Load
Watts
30,966
Voltage
240
Calculated Wattage Divided bg Voltage = Total Amps 124.03
Panel Size Required i 150 AMPS]
Electrical S mbol Legend
S
Single Pole Swtch
®
Recessed Can Li t
$y
Daubls Pole Switch
®
Eggilluall Recessed
Pa.
Push Button Salitch
�Cr
Exhaust fan
xne
Duplex Outlet
-0-
Calling Mounted Light
"®
Special Receptacle
0-
wag Mounted Light
Waterproof. ground fault Interrupter
Light with Pug Chain (attic)
®
Flow Duplex Outlet
Computer Connection Jack
®
Carbon Monads Detector
4tt
Placid Light
TQ
Thermostat
®
Electrical Panel
®
Central Vas
8
Electrical Meter
®
Smoka Detector
Ceihrg ran
®
Televiaon Jack
Telephone Jack
Ao Disc
A/C DisAnnect
®
I x 4 Plereseent Lot
®
2 x 4 Pkireacerit Li
®
Speaker Hook -Up
Intarear
= JUNCTION BOX TO SUPPORT A FAH
O - THERMOSTAT LOCATION
B/A = Balanced Air
Electric Notes:
I. Use copper wire onlg, no aluminum.
2. Provide and wire all required smoke detectors.
3. Contractor to verify location of electrical
service and provider.
4. ALL paddle fans shall be on a rheostat.
S. ALL bath and kitchen receptacles to be GPI protected.
6. ALL exterior outlets to be WP/GFI protected.
1. Recessed cans to be installed per NFPA requirements.
8. AFCI receptacles are required in all rooms except
Kitchen, Bathrooms, and Garage.
9. A/C Return Air Balance Must comply w/ FBC RM1602
10. A/C Refri r t lines that are run thru slabs must be
sleeved in i��/
II. ALL A/C Equipment shall comply with energy calculation
12. All work shall be performed bg a licensed electrical
contractor, the completed system shall be fully operative.
13. Contractor shall pay for all Tees, permits, testing, 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 liability and property 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 years from
the date of acceptance or certificate of occupancy, or one
year from closing sale of house.
Correction of defects shall be completed without additional
charge and shall include replacements or repair of any
other phase of installation that may have been damaged.
11. It is not the intent of these plans to show every minor detail
of construction. The contractor shall furnish and install
all items for a complete electrical system and provide all
the requirements necessary 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 comply with all local codes and ordinances, and shall
meet all standard requirements of the local electric utility
and teleehone comoanu.
SEE
Ise
9 /O Alwslnuw feed AM
I' C.erldYL `.. PANEL
2e PVC t
2'
.lob
ELECTRICAL RISER
- Contractor shall use AL-CU Landing lugs. NTS
- Contractor shall torque lugs I.A.W. Il
manufacturers recommendations which
shall be verified prior to construction
19. The electrical agatem shall be completely and effectively
grounded as required bg the latest edition or the N.E.C.
20, All material shall be new and shall bear underwriters'
labels where applicable.
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 raceways and
pipes placed in
or through any concrete
slab shall be spaced a minimum of
three diameters of the
largest conduit or
pipe from any other service.
24.
All exposed Wire
below 9'-1" shall
be installed in metal EMT
conduit.
25.
Dryer Vents to
be installed per
FBC RM1502
MECHANICAL
LAYOUT
OTHERMOSTAT LOCATION SCALE: 1/4" = 1' - O "
Braden It
Braden
Architects -
411
S.E. Coco
Tel :
(112) 28
AIA, PA
7
7
Planners
nut Avenue
-8258
-8283
comcast.net
WP GFCI
Install oulet
under disc.
not shown for
clarity
Wire For e
Front Post
Light
No;
PORCH
"<> WP GFCI
1
1
�QD I --
I
I
I
I
I
I
i
I
GREAT ROOM
I
I
I�
\\
\ WA'
I \
MASTER
BEDROOM
.01
L
I
I
LOSET
DRYER
LAUNDRY
DINING I \`\ .0e
ROOM I /
lee101
� I II
\I
kb
I
�IT HE� _
I I
n \ .mNGN�V@NT REP.
�J O Sr CLEAR
L �II� - - oPE
1 {{ 4; Steel Ballard
See detail on this sheet
Wynne Building Corp.
Spanish Lakes
St. Lucie County Florida
22' x 54' 1
Attro Aw'""' T .�
L _'_` �1
/ I
OPTIONAL PANEL
LOCATION /
GARAGE
// GFCI
GFCI /
/
r--------a-------i
Garage
I Door I
Opener
I I
I I
I I
I I
I I
I I
1
1
to garage �ghts
(3 Post Light firth
I Photo call
Center Post Light
between dnvewags
MODEL:
REAR
PORCH
LEFT
)ate Drawn
12-b-11
Drawn bg:
C.C.U.
Checked bg:
D.R.B.
I§
SECOND
VEDROOM
1
1 \
1\
THIRD
---BEDROOM
\
J� GFC
f 150 Amp
GFCI Panel
--�--------�
Garage j
Door
Opener i
GOLF CART;
no GARAGE � e
GFCI I I
I �
ELECTRICAL
CY
N
WP GFCI
FLAN
SCALE: 1/4" = 1'-0"
Total Attic Space = 2"01 aqq. ft.' "`' `�"
Venting Ratio 1/150 = 18.00 sqq. ft. required
Provide A Continuous Vented Sofrlt
Revisions
OF 5