HomeMy WebLinkAboutBuilding PlansFinish. Columns with
�/8" thick cut coral
finished stucco bands
12
4 1 SLOPE
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12
26 ga. 5v 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 underlagment installed with min. 4' side laps and 6" end
laps 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
5/8" thick x 8"w cut
coral finished stucco bands
LEFT LE\/ATION
SCALE: 1/4" = 1'-0"
yS AND Att, PROPOSEDWORK
THESE PLA CT YO AN INS ECTORS 101
ARE
REQNURE ECESSARY IN ORRSR�O
;7
64n'f vtlfiy
Ane�!�R'QgF�a
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12
24 ga. 5v 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 underlagment installed with min. 4' side laps and 6" end
laps fastened with corrosion resistant tin caps and with 1.25 ring shank nails
spaced ilo.c. at all laps and two staggered rows 12" o.� iq field. Attach
deck to trusses using attachment detail on this sheet
THESE PLANS AND ALL P
ARESU8JEOTTOANYGOgggCTEDIONORk'
`fTAYLg NEEIELi INSPECTORS
CO(rlprve.,._ESSARYINnrir,Ton THAT
5 coral
Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #IIL51.12
26 ga. 5v crimp metal roofing attached to plywood deck using 49
wood screws with self sealing washer at 12" o.c. max spacing over
(type 2) 30 lb felt underlagment Installed with min. •4' side laps
laps fastened with corrosion resistant tin caps and with 1.25" ring
.spaced L o.c. at all laps and two staggered rows 12" a.. In fie
deck to trusses using attachment detail on this sheet
ick x 8"w cut
stucco bands
5/8" thick light textured
stucco on tgpical concrete
block construction
12
SLOPE
REAR EL `d° TION
SCALE: 1/4" = 1'-0"
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #II451.12
('f Cl/A 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x LF)"
3 h. wood screws with self sealing washer at 12" o.c. max spacing over ASTM IDyEFJ� (tgpe 2) 30 lb felt underlagment installed with min. 4' side laps and L" end
y4 laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
THFAT��1V� rR ' %i��TAfs spaced L" o.c. at all laps and two staggered rows 12" o.c. m field. Attach
Q'F 0'C FN4T' / duck to trusses using attachment detail on this sheet
12
SLOPE 4
t
1/8" Thick cut coral stucco over paper
backed wire lath nailed to substrate through
one lager of 15 lb felt using Bd nails. Substrate
to be 19/32" COX Plgwood nailed at L" o.c.
in field and edges with IOd ring shank galvanized
nails into truss webbing.
12
a SLOPE 4
2„ 2„ 2„ 2, 2„
H. PER P O. H. EGRESS I+ ®[71 E] O H
5/8" thick x 8"w cut
coral finished stucco bands I a®® ® .
i.60 ®®®
-- ————————--------- — -- --- O'-0" = Finished Floor ------- - _
— — — — — — — — — — — — — — — — — — — — — — — O O — — — Finished Floor
thick light textured '
5/8" thick x 8"w cut 2�-2°
stucco on typical concrete THE; 'O ,Su, coral finished stucco bands
block construction ARE, JEC n� a_ i ®p— ELEVATION
3JEC t " r ^ WORE 4
1� I MAY
�DBYri14 U NbPt<C`„,.idS it, N .,
R I& H T E L E \Y .4T I O I �l �Avc NECE� , rHMr SCALE: I/4^ = r-o" , SCALE: 1/4" = 1'-0" )O
Product Approval Submittal Affidavit
Opening Schedule Siring Doors, Overhead Doors, Sliding Doors,
Windows & Skylights
Opening
Type
NOA/FL
NUMBER
Product
Model
#
Manufacturer
Glass
Attachment method
Ex�ppiration
Date
Design Pressure
of Approved Tests
1.2r3
114
FLU 11499.2
Single Hung
Series 185
Windows
aril doors
x gpcme W miqq p9n Letlon at max.
ion each corner and L o.c. thereafter through T Buck into solid
filled CMU wall maintammg mm 2.5" edge distance in strict adherence
to the product a ravel
± 60 psf
A
IL-0330.02
Overhead
Garage Door
Model 824/811
9'-4" max width
IL'-O" max height
DAB
—
« with solid c n x i.te « to With
o a h4 van. uxny 3/a' x L' Hilti HLC weave aenr�cchors at a' o.c.
nh 5 de. o«hen oath inn 4' edge dint oie. Insulletr�ck to husk
D 5/IL' x 1 5/a' rill thread lay acfe". in each ac st maintaining
inn d 15' edge diKann - GC to stnetly adhere to Product app oval
eevub 1.5- anci, an idler starts
IO-9-2I
+ 50.0/-LO.0 psf
B
FLU 16614.1
Fiberglass
Design Pro/
Smooth Pro
Jeld-Wen
Elcc 1/4" die. tapeon with min 1.25" embedment at 3" max
from corners and o.c. max thereafter in head and jambs.
{,
- 50.0 PSF
C
FLU 15332.2
Sliding Glass
Door
Series 420
Mi Windows
and doors
b x �!p cons tI i enetration ro L max.
ram sack corner and l O.c. al laumain rou ttmin 2.5, through
in Buck into solid filled CMU wall maintaining min 2.5` edge distance
m strict adherence to the product approval.
+ 48.2 PSF
—
Product
NOA/FL
NUMBER
Model #
Manufacturer
Attachment Method
TET
Expiration
Date
Design Pressure
of Approved Tests
Mullions
FLU 15353.8
CM-18531
vertical mullion
MI ullndoWs
and doors
For CMU use (2) 1/4" x 2 3/4' tapcons with min 1 1/4" embedment
penetration into each Mull Clip. Attach mull to clip using (4) u10 x 1.25"
self tapping screws per clip as shown in product approval.
+ 118.9 PSF
Roof
FLU 11451,12
5V Crimp
Metal Roofing
Gulf Coast Supply
and manufacturing
26 ga. 5v 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
Itype 2) 30 lb felt underlayment installed with min. q aide laps and L" and
laps fastened with corrosion resistant tan 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
eck to trusses using attachment detail on roof plan
- 108.5 PSF
Siding
Stucco on Block
Soffit
FLU 12198.3
Model T4 12" vented
Vinyl Soffit
Kagcan
Install using 2" x 2" battens at L" o.c. screwed to soffit framing using
48 x 3" wood screws at each truss. Install soffit tc battens using
0,12" die. x 1.5" Iona rino shank nails with S/S" die d-
+55.0/-35.0 PSF
Hurricane 2,4 Gauge
Panels Fin 1501L.2 Storm Panels
I have reviewed the above and
Global Protection Install using 1/2" die. solid act lead anchors with 1/4" dia.-20 x 1.5"
Products LLC long SS screw head combo. with Neoprene washer at 12 1/2" o.c. + 4':,O PSF
along the bottom and IS" o.c. at the top -
approved it by my seal below. ( Architect or Engineer of Record j
2" x 4" top plate/fli drywall ceiling on truss bottom cord
1/2" drywall on
2" x 4" studs at W' o.c.
�`?1/
t1 Li D! . GTURESlASLESSNp•,yy iG ST. LUCIE COUNTY BUILDING DIVISION
ij"'A€;iORS AND 14)CC0MpIJF !Cp REVIEWED FOR C C
Wits -a FBC ENERGY COW Mtc REVIEWED BY
C$C FCi4i ON ALL DOORS DATE
ANl?W!%h ''g PLANS AND P IT MUS BE KE ON JOB
L4411_lk4SPECTIONSARE A} I SITE OR NO I PECTION(S) WILL BE MADE
base -board 2" x 4" P.T. bottom plate
\ 4" concrete slab with fibermesh OR
VxO #10/10 WWM on 6 and Visqueen over
clean compacted termite treated fill
Interior Non-Bedrinq Partition
nts
Braden t
Braden AIA, PA
Architects
— Planners
'411
S.E. Coconut Avenue
Tel :
(112) 281-8258
Fax :
(112) 281-8283
E—mail:
bradenaias'comcast.net
Stuart. FL
3499b UAACC00032
Wgnne Building Corp.
THE ROYALE
Spanish Lakes
St. Lucie Countg Florida
ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING
OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP.
AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE
FERMITTING INFORMATION (FORM 100)
Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading
Building Design is: Enclosed Risk Categoryg: II Wind Velocitg: IL5 mph ultimate
Mean Roof Height: II'-O" Roof Pitch: "(:12
Internal Pressure Cooee Fic-lent: +0_18
SubJectabihtg to damage from: Weathering: Ne h fble Termites: Very Heavy
Width of Roof End Zone: 3'-4" Wind ;ipeed: IL5 mph ultimate
Wind Exposure Classification: C 121 x O.L = O.126
Adjustment factor for Exposure Height: __ • ASD design
Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.6WL; O.4DL+O,4WL
Components i Cladding Wind Pressure (NET) Roof Zone: L +20.L/-32.4 psf
Roof Zone: 2. +20.4/-51.0 psf
Roof Zone: 3. +20.4/-84.0 psf
Components i Cladding Wall End Zone Width: 3'-4"
Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 psf
Wall Zone. S. +35.8/-41.8 psf
Components 4 Cladding Wind Pressure (NET) on Garage Door. +32.0/-40.3par
Shear Walls Considered for Structure? Yes
Continuous Load Path Provided? yes
Are Components an Cladding DetaT Provided? Yes
Minimum Soil Bearing Pressure:2,500 psi, ''resumptive: X By Test: psi
This Building Shall Have the Following.
APPROVED SHUTTERS: X IMPACT GLA.SS:__BOTH: NEITHER:
ROOF LIVE LOAD: _,31 psf ROOF DEAD LOAD: l0 psf
FLOOR LIVE LOAD: __1_5_ psf FLOOR DEAD LOAD: 1® psf
JOB ADDRESS: \'� ���G.0 •
2.12
_.._ .ITCH
E:] = Roof Zone I
wialls Zone 4
Eg = Roof Zone 2
Walls Zone 5
ENE) ZONE
Corner Zones
Roof Zone 3
MODEL: Date Drawn Revisions Sheet Comm U
GARAGE Si-9-11
RIGHT Cbrawn by: l 12-101
c .C.U.
Checked bq:
I_?.l;;�.B. OF 5
3
(FLOOR
FLAN
h*_� CR ASH POST DETAIL AREA CALCULATIONS
TYPICAL NOTES: SCALE 1/4 = I'-O" N.T.S. Living A/C - 1720 sq. ft
36" high 6 4" diameter Back Porch Total = 210 s . ft.
I. Contractor to verify ALL notes and dimensions prior to steel crashypost. Floor q
proceeding with Work. Garage = 31-f s ft.
p g Flange with 4 - 3/8" g q"
2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into Entry = 28 sq. ft.
3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 5O Kai steel plate)
a minimum 1,400 P.S.I. fiber stress. Total Under Roof= , 2215 sq. ft.
Total Cubic Ft = 1"3,` 0
4. No dissimilar metals to touch. 2V, 2y,"
5, ALL Concrete used for slabs shall be min. 2,500 PSI concrete." '/;'
ALL Concrete used for vertical filled cells, cont. tie beams etc.. to ° 2" VTR
shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix " 113/8" ° 21/," JAL o
6. Drywall at ceilings shall be leveled and attached to bottom chord
Of trusses with screws per FBC R102.3.5. Attach buck to block wall wth I cr
7. ALL wood In contact with concrete shall be pressure treated. ° ° I/4" dia. Elco cone screws uith min. 11 1/4" penetration at 12" o.c. max 1
8. ALL wall dimensions are nominal and not finished wall or stud dimensions. r," andx4c"max
from
each corner thru 2M vTR
Exterior face /I J�
9. ALL plumbing fixtures to be low flow. of wall sites �/ i
10. Contractor to Provide Drain at water heater in accordance ( I 1
with the current edition of the Florida PlumbingCode. I
I 2-
� Master I Lev. I
11. Contractor to Provide a 2'-8" wide door at one bathroom for tte Wood rigs a thru jamb max ndk
2�z, 2jz, at each hinge and 15" o.c. max and'2. 1
handicap accessibility requirements. Detail at Door prior to door and
Lay. =„
/, ,, -- 4" 2" VTR
12. Lowest finished floor to be set by Governing Building Department 6" NTS W. JIB
surveyor t0 Set in field. INSTALL VULKEM BLOCK SEALANT
13. Separation between residence and garage shall be per FBC R302.6 ON ALL JAMB, HEADER, AND 2"
SILL BLOCK 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door INSTALLATION
To BUCK char' Kit. sink
Water Heater Install windows thru buck into 2"
block with 3/16" tap -con with Kitchen
1 1/2" penetration at 6" o.c. max. I
15, Wall and Ceilingshall have a flame -spread classification of not greater than 200 per FBC R302.9.1 from each corner and 20." o.c. max I
p thereafter
and twill per prooductt 20" o.c.
Lay.
16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 Exterior face
11. All exposed attic Insulation materials installed on attic floors Shall have a critical radiant of wall Back to be I" x," PT 3
flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation Varies w.C.
materials exposed on the underside of the roof deck or on the attic walls shall complyI'D
with F.B.C. R316 - see permit info box of code edition Bath #2 Shar.
18. Gypsum board material shall conform to ASTM C36, C79, C4-15, C514, C630, C931 1"x4" P.T. Buck nailed to 3"
C4T 0, C1002, C1041,C11-11, C1118, C1218, C1395, or C1396 and shall be installed I'1 lock with case hardened nails C.O.N
according to the following: (FBC R�02.3.5) Detail at Windows prior to window attachment To septic
9 9 Masonry Beam t-r
I" 6" P T B k I d
Drywall
y
Thickness
Location
Orientation
Framing
Member
Max. spacing
P 9
of fasteners
Nail sizing options for
dr wall into
Spacing
Maximum
Installation of
wood framing mem ers
Neils
Screws
2" x min, thickness
Ceiling
Perpendicular
24"
1"
12"
13ga 1 3/8" long with 19/64" head
0,098" diameter x 1 1/4" long
annular -ringed or 5d cooler nail
/2
OR
0.080" dia. x 1 5/8" long with
Walls
Either
IV
8'
16"
Direction
15/64" head
OR
Gypsum board nail 0.084" dia.
X 15/8" with 9/32" head.
Ceding
Perpendicular
24"
1„
12"
13ga 1 5/8" long with 19/44" head
OR
0.098" diameter x 1 3/8" long
annular -ringed or bd cooler nail
5
/
OR
Walls
Either
IL"
a"
141,0.092"
dia. xx 1 7/8" long with
Direction
1/4" head
OR
Ggpsum board nail 0.0915" dia.
x I l/8" with 19/64" head.
x uc Hale to �TSPLUMBINC,rt RISER
block with case hardened Wads
prior to door attachment NTS.
Install SGD thru buck into
block with 3/16" tap -con with
1 1/2" penetration at 6" o.c. max.
from each corner and 20." o.c. max
;!;`,•:'.;, thereafter at head per product approval
O O Use VIC tap -con with
1 1/2" penetration at 6" o.c. max.
from each corner and 20" o.c. max
thereafter at sill per product approval
I" x 6" P.T. Buck nailed to 0
block with case hardened nails i
Head prior to door attachment p
r
fixed door
sliding door
19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6,
n Masonry Wall
A108.1, A118.1, A118.3, A136.1 and A131.1
12"
ry
20. Cement, fiber -cement or glass mat gypsum backers in accordance With ASTM
77
C1288, C1325, OR C11-18 and installed I.A.W. manufacturers recommendations shall
Bottom Track' 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 Including facings such as retarders or vapor permeable members installed
S l l d 1 n Door D t a l l
block with 3/IL" tap -con with
1 1/2" penetration at 6" o.c. max.
within floor-celling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics
9
from each corner and 20." o.c. max
shall have a flame spread index not to exceed 25 with an accompanyin smoke
thereafter at Jambs per product approval
Jamb
developed index not to exceed 450 when tested in accordance with ASTM E 84.
At Masonry Wall NTS
Insulation shall comply with F.B.C. R316.
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12
2( ga. 5v 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 underlagment installed with min. 4' side laps and 6" end
laps fastened with corrosion resistant tin caps and with 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 detail on this sheet
Simpson HETA 20 or equal
hurricane anchor at each truss 12
with (10) IOd x 1 1/2" nails
PRE-ENGINEERED TRUSSES
( 24" o.c.) supporting Max. 4 �
18101bs.
at 24"o.c. TYPICAL
upiFt
(shop drawings by manufacturer)
Aluminum Drip f-�
R-30 blown fiberglass
Edge t Fascia
in bottom chord of trusses
1/2" drywall with smooth finish
2" x 6" Sub -Fascia
Two rows of beam block filled with concrete
and (1) 45 bar cont. in each row. Substitute
Kalican full o vent vinyl soffit installed
precast lintel filled with concrete and (U #5
bar for bottom
using 1/8" die shank x 15" long gale,
cost. rota over openings
roofing nails with 3/8" dia. head per
product approval - see chart sheet III
1/2" drywall over I" x furring
Pi
strips at 16" o.c. with R4.1 -foil
insulation on typical 8" Block walls
5/8" thick light textured
All drywall to be installed per FBC R102.3.1
stucco on typical concrete T
and shall meet all pertaining ASTM codes.
'M'
block construction CC
Mortar to be Type only proportioned per FBC RL01.1
and Mortar Jonts shall com ply with FBC R601.2.1.
Provide Our-O-Rock at all wet areas (ex. showers, tuba etc...)
#5 bar vert. w/
30" overlap
FIII cell with concrete and
at each filled cell
(U #5 bar vert. (typical).
Max, spacing shall not exceed
48" unless otherwise noted
Wood
see foundation plan notes for
Base
spacing at openings
4" concrete slab with fibermesh OR
6"x6" 410/10 WWM on 6 mil Visqueen over
„
/ clean compacted termite treated fill
Grade ` Z.
III - 111.4" z 14" Concrete footing
14" with (2) #5 bars cont. and 45
TY P I C A L S E CT ION tramsiverse bars at 48" o.c.
Scale : 1/2" = 1'-0"
Window Schedule
Mark
Size
Rou h Open.
window Description
PRESSURE ZONE
1.
4'-5%8'x V-3%s"
54%"x 63'/4
Single Hung
ZONE 4
2.
V-2%"x V-3 %"
15" x 63 %4
Single Hung
ZONE 4
3.
2'-2" x V-2i2"
21%2"x 385's"
Single Hung
ZONE 4
4•
3'-I" x 5'-3%"
38" x 63 /4'
Single Hung
ZONE 4
4'-2%"
54/."x 54Ys"
Single Hung
ZONE 4
ALL 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
All rough opening dimensions to be verified by contractor
with manufacturer s specs prior to construction
Door Schedule
Mark
Size
Rough Opening
Door Description
PRESSURE ZONE
A
T-O" X T-O"
108" x 84"
Overhead Garage Door
ZONE 4
B
3'-0" X L'-8"
41a%4' x 83%`
Fiberglass Panel - Inswing
ZONE 4
C
6'-O" X 6'-8"
14" x 81 %," of reee"at""
Sliding Glass Door
ZONE 4
D
2'-0" X C-8"
Solid Core - Wood - 6-Panel-Bi-Fold Finished 24" x 81 %2"
E
T-L" X 4'-8"
Solid Core - Wood - 6-Panel
F
5'-0" X 6'-8"
Solid Core - Wood - 6-Panel - Bi-Fold
G
2'-8" x 6'-8" x 1 %4'
Solid Core Wood, Steel, or Masonite Door
H
2'-8" X C-8"
Solid Core - Wood - 6-Panel
J
T-V X C-8"
Solid Core - Wood - 6-Panel - Bi-Fold
ALL Exterior doors to withstand pressures stated in permit info
box on sheet 91
GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL
WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1
All rough opening dimensions to be verified by contractor
with manufacturer a specs prior to construction
Architects
- Planners
411
S.E. Coconut Avenue
Tel
: (112)
28-1--8258
LJ Fax
: (112)
281--8283
E-mail:
bradenaia5comcast.net
Stuart, FL
34996
#AAC000032
21"0"
a a o0 0011L1L2JI I IL!JIL!j
0 EGRESS N
PORCH
WIRE LATH t STUCCO
CEILING
I
to 9' 8" A.F.F.
Vaulted Ceiling
I
a
20' 8"
MASTER
BEDROOMN
e'-o° A-F-F-
Flat Ceiling
1T-8"
Vanity to be
34/2"high \
3
Rod t Shelf
I - -
GREAT
ROOM 64
I
2" x 6" knee -wall
1 below counter top N I L O S E
1 vl
a O�' od t Shelf
DINING I we<�o1
ROOM
-0" to T-8" A.F.F. t4l" HIGH WALL °
Vaulted Ceiling I I
8'-0" A.F.F.
m
m ° THIRD
° BEDROOM
O N 8'-0" A.F.F. Ah
LLi Flat Ceiling
t�
-O"
kJ I J �m
is
-2"
Vne g-2
Vanity I
1-'4Y2"hi
12'-6"
010 SECOND
BEDROOM
8'-0" A.F.F.
Flat Ceiling
EGRESS
1-1/2" OVE HANG I Flat Ceiling
-------KItCHEN
\ N
1 Upper cabinets to
extend over Ref.
I, Mlronm"vd0'-5"
0170-MIREC
Ila'
Attic Access
It light
4"0
See detail
Steel Ballard
on this sheet
9
T-2" 2'-8" 2'-8" �Ji
E 3
1501 Amp
GARAGE o
8'-4" A-F-F-
Flat Ceiling
F----------------- iI
jBlock wall in
garage to be
I struck block I
I
I I
I I
I I
I I
I
I I
I I
C.C.U.
12-8-09
Date Drawn
5-9-11
Drawn by:
C.C.U.
Chef-,ked by-
D R-D-
0
I
N
4
A/C 1c
ao
n-
0
STRUCTURAL NOTES:
I.
ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF 5UIL
9.
SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY
BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM
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:
ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI
ROOF (DL+LL) = 41 PSF
WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 11:1
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 60, MEETING ASTM A-16, t
4
GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10
A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL.
WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR
12
BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL
ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR
(MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH
BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE.
MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH.
FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS,
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
13.
MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
BUILDING CONSTRUCTION
FOOTING: 3"
BEAMS: 1-1/2"
6
TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB.
A.
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.
6-
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 PINE, UNLESS NOTED OTHERWISE.
FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR
11•
ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE
FO l,.A
ED/4�
� o
N
F
L /4
*
I
PRESSURE TREATED. FASTENERS TO HAVE MIN. GI85 RATING.
1. Any 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 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. Verify all recess thickness at showers, tile, etc....
S. Contractor to provide filled cell with concrete and 1 95 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 ('O" to 9'-11"
and Provide (3) filled cells on each side of openings from 10'-0" and up
Contractor to see plans for any 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 copy 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-307 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/ Thicken edge to 8"x8"
SCALE: 1/4" = I'-O"
FOOTINGS
SCHEDULE
Mark
size
Description
FI
14"W
x 14"0
MONOLITHIC FOOTING
WITH 2 #5 BARS CONTINUOUS
F
12"W
X 12"D
MONOLITHIC FOOTING
WITH (2) #5 BARS CONTINUOUS
F
30"
x 30" x I6"p
COLUMN FOOTING WITH (4) #5 BARS EACH WAY
8"111
x 8"D
THICKEN SLAB EDGE
WITH 1 45 BAR CONTINUOUS
F5
14"W
With
x 14"D
Curb at Garage
MONOLITHIC FOOTING
WITH 2 45 BARS CONTINUOUS - CURB ® 0'-0"
30" overlap SEE TYPICAL with concrete and 4" concrete slab with fibermesh OR
at each filled cell ECTIONS one #5 bar continuous 6"x4" #10/10 WWM on 10 mil Visqueen over
❑ clean compacted termite treated fill
4" concrete slap with fibermesh OR GRADES
6"x6" #10/10 WWM on 10 mil Vlsqueen over
clean compacted termite treated fill
Grade
roe _ —IIII
cn —
= IIII— 14"w x 14"d concrete monolithic
footing with (2) 95 bars cont.
14"
r l / TYPICAL FOOTING DETAIL
J SCALE 1/2" = i'-U"
4" concrete slab with fibermesh OR
6 x6 #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
#5 bar cont.
Step per
62 foundation plan
101, (2) #5 bars cont. bottom steel
12"
G/ DETAIL AT GARAGE STEPDOWN
SCALE 1/2" = I'-U"
12" x 12" concrete column
block filled with concrete
and (2) #1 bars vert. tied
Into lintels above Verify house slab
height in field
Top of footer
ib" below finished floor
°x v
SCALE 1/2" = I'
\ w4/ PORCH SLAB EDGE DETAIL
SCALE 1/2" = 1`0"
45 bar vert. w/
30" overlap
at each filled cell SEE TYPICAL
❑ECTIONS
Adjust curb height
based on gar. floor 4" concrete slab with fibermesh OR
slope. Oxb" #10/10 WWM on 10 mil Visqueen over
#5 bar in curb clean compacted termite treated fill
Grade
m I -
-I — 14"w x 14"d concrete monolithic
footing with (2) #5 bars cont.
14"
�j GARAGE CURB DETAIL
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.
Filled Cell Masonry Column With One
#5 From Footing To Tie Beam
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
101 ON
Single Filled Cell Column
NTS
Filled Cell Masonry Column With One
95 From Footing To Beam Each.
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
Double Filled Cell Column
NTS
2" x 6" PT wood secured with
3/8"dia. x C anchor bolt at 18" o.c. Braden It Braden AIA, FA
overhead door track secured to wood
jamb per manufacturer's product approval Architects - Planners
Garage Door Jamb Detail 411 S.E. Coconut Avenue
GARAGE DOOR TO WITHSTAND PRESSURES STATED Tel : (112) 281-8288
��('S Fax (�2) 28-823
IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT OB E-mail: bradenaia5comcast.net
APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL_
0'-6" 10'-0"
I x 12" concrete column block filled
witfi ncrete and (2) 41 bars vert. tied
into lintels above
-E El I 00
T I FI I
Filled cell under
girder above FI I
p W Rear Porch Slab to 4" FI
I 0- be poured separately
from House Slab.
I � L� I
I �' ❑ I
Thicken footing to
r J 24"w x 14"d x 24"L
0
I
0
11"_
r— — ——----/_—
FI Rear Patio/Slab to
be flush with bottom of
sliding door recess.
Slope I"
II-i
II_i
I
I
_i
_a I FI
JI i
0 I under filled cell
LOJQ O under girder bearing. I
J
FI � I
I
I
I
I
I
I
4" concrete slab with fibermesh OR /
CXC 1*10/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
on
cc
a_
�IL
�I to
� I
-i
�I I
I I "
I FI I
I FI I
I I
�I o
---------, —
I I ❑❑ '� I °
*:V1 I I Q #I
_ /
l 0= I 1 1 ��4"� Steel Ballard
Q
See detail on this sheet
J 1 1 1 -
, t o
I 1 I
4" concrete slab with fibermesh OR
I 16"x6" #10/10 WWM on 6 mil Visqueen ver
I I clean compacted termite treated fill x
o I
FI ❑❑ I I o I �-
I�
I�
FI I I (Y ( O
Ir---u --L� W
I 1 0 0 0 0 p
5 N
0-
I �
I I o 1 Recess for
I O U) g " t---- Garae Door----J O
2'-6"
MET 770 OD 00
I FI I
I I
I I
I I�
I I
l ) O
O
2'-2"
wgnne Building Corp.
THE ROYALE
Spanish Lakes
St. Lucie County Florida
9'-6" 2'-2" 2'-8"
13'-10" 5'-4"
35'-O"
MODEL: Date Drawn Revisions
5-9-11
GARAGE Drawn r;3wn
RIGHT by:
C.C.U.
Che(:ked by:
D.R.B.
Sheet Comm #
3 12-101
OF 5
ROOF SHEETING
ATTACHMENT DETAIL
I_ Minimum Nail Size = 8d ring shank (min_ 2.5" long)
2. Minimum Screw Size = 48 x 2"
3. Minimum Sheathing Thickness 19/32" COX Plywood
4. Use nails or screws based on pressure for roof stated
in permit info box on these plans for zone 3
Key
Area
Edge
Field
Fastener
Pressure
Zone I
�"
�"
8d ring shank
45 psf
Zone 2
4"
6"
8d ring shank
IL psf
Zone 3
4"
el"
8d ring shank
84 psf
** Zone 3a
C
cl
#8 wood screw
112.5 psf
** Use nails or screws based on pressure for roof stated
in permit info box on these plans for zone 3
Provide #5 bars with min. 48 bar
diameters overlap Into beam. Tie
filled cell steel into continuous
beam block steel. vz-,
Provide Cast -Crete
8u8-OB/OT precast `
lintel set in mortar'
77
Min. 8" Bearing --
Verify with Plan
Concrete 12"x 12"
Lintel Column Block
#1
1 Rebar
Rebar 48 Bar Dia.
Min. Overlap
Column to Lintel Attachment
BEAM
SCHEDULE
Mark
Size
and
Description
BI
Two rows of beam
continuous in each
#5 90. bend bar
block filled with concrete and 1 #5 bar
row. Hook vert. bar over top bar with
with a 10" min. lap at top bar.
Provide #5 bar set in pre -cast o F L /4N Scale : 1/2" = 1'-0"
lintel into beam where length of
the opening calls for it. - ® L t I' - Orr Il 1. 1, t d th S S11eet
eMs
ovide PT Buck
.ached per jamb
ads into filled c,
4" Pre —cast
Sill ri
—
ver angs a Un ass
Roof pitch at -4:12 unless
o erWise no e on i
Otherwise noted on this sheet
—
Truss shop drawings to be
provided by manufacturer
—
Any changes to this plan
shall be submitted to the
Z
architect for approval
m writing prior to starting construction.
—
ALL TRUSS TO TRUSS
CONNECTIONS BY
TRUSS i"iANUFACTURER
—
Architect to review Truss
Shop Drawings Prior
Poured
to construction for layout
and uplift verif IcatlOn
Filled Cell —
Contractor to provide for
Form Board Survey and to provide
Form Board Survey to Truss
Company prior to truss construcOc
CV
Provide #5 bare with
diameters overlap in
min. 48 bar
filled cell. Tie
LU
filled cell steel Into continuous
footer steel.
CBS WALL Scale: 1/2" = 1'-0"
SINGLE PLY REAR GIRDER TRUSS
Nail 2" x 4" blockipp to vert. leg of
truss with IOd x 1.5 nails at 4" o.c.
Install Simpson MGT into wall using
5/8" dia. threaded rod set min. 12"
into wet beam and (22) IOd nails into truss
3LOCKING DETAIL
)ER STRAPPING
TER BEARING POINT
NTS
1/8" thick light textured stucco installed per
ASTM C 924 over ASTM D type 2 paper backed
wire lath nailed to substrate through one layer of
ASTM D Tggpe 2 felt paper using Bid nails. Substrate
to be 19/32' COX Plywood nailed at 6" o.c. in field
and edges with IOd ring shank nails into studs.
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12
26 ga. 5v crimp metal roofing attached to plywood deck using 99 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 6" end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced C o.c_ at all laps and two staggered rows 12" o.c. In field. Attach
deck to trusses using attachment detail on this sheet
Additional Precast Lintel
#5 bare
Lintel
Bar
Clear
,i "
A
11131,
Length
Length
Span
Bars
Bars
. CLEAR
Y
4''=t'
i''.=� i i •>'' i i i
2'-10"
2'-8"
'-6"
2 #3
none
3'-4"
2'-2"
2,133
none
8F8—OBAT BPS—IB/IT BF8—IB/2T
a Additional
4'-O"
3'-10"
2'-8"
2#3
none
#5 bars
ILEA f: N ^ ::.
4'-6"
4`4"
3'-2"
2#3
none
;:.• One Row of "H"
5'-4"
5'-2"
4'-O"
2,43
none
' Block Above
>
Precast Lintel
5'-8"
4'-6"
2#4
none
r"",`'•'`^
Additional
6'-4"
5'-4"
2,44
none
#5 bars
1'-O"
6'-2"
2,45
none
BFIL-IBAT 8FIL-IB/2T
T-O"
2,#5
none
NOTES;
ALL reinforcing steel is grade 60.
I. min. coverage of steel=l.5"
2. min. bearing required a ea. end=8"
S. standard for reinf. steel=ASTM A415
TYPICAL LINTEL SECTION
( PRECAST CONCRETE )
LINTEL SCHEDULE
Merle
Window
or Door
UnIt
Width
Lintel
Size
Cast -Crete
Specification
Rows of
"H" Block
Above
Bottom
Steel
Srze
Top
Steel
S12B
Max
Gravitg
Load
(PLF)
Max
Uplift
Load
fPLF)
Max
Lateral
Load
(PLF)
L22
2'-2"
3'-6"
BF8-OBAT
1
#5
30L9
15L9
1024
L31
2'-6"
T-8"
3'-1"
4'-0"
8F8-OB/IT
1
#5
2561
1343
10
L45
4'-5"
5'-10"
BF8-OBAT
1
#5
1105
909
339
L50
5'-O"
6'-L"
BFB-OB/IT
1
#5
1238
835
121
LLO
6'-8"
T-6"
8P8-OBAT
1
#5
1011
121
534
LBO
8'-0'
T-4'
BPS-IB/2T
1
#5
2
#5
152
591
512
L90
T-O"
10'-6"
8F8-IB/2T
I
#5
2
#5
643
530
401
L90B
9'-0'
10'-6"
BFIL-IB/2T
ONE
1
#5
2
#5
1533
1183
401
LI00
10'-0"
II'-4"
are-IB/2T
1
#5
2
#5
582
494
452
LIOOB
10'-O"
ll'-4"
8FIL-IB/2T
ONE
1
#5
2
#5
13L(
1028
452
LI20
12'-0"
13'-4"
BFB-IB/2T
1
#5
2
#5
411
428
324
L120B
IT-O"
13'-4"
8FIL-I5/2T
ONE
1
#5
2
#5
1015
110
324
LI40
14'-0"
15'-4"
8FIL-I5/2T
ONE
1
#5
2
#5
1250
609
259
LI60
IL'-O"
n'-4'
BF8-IB/2T
1
#5
2
#5
300
192
194
LI6OB
IL'-O"
m'-4"
8FIL-IB/2T
ONE
1
#5
2
#5
950
500
194
- ALL LINTELS SHALL BE MADE BY CAST-CRETE.
- LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE
- REFER TO CAST-CRETE CATALOG FOR ALL INFORRMATION REGARDING
LINTEL CONSTRUCTION, HANDLING INFORMATION, AN(D SAFE LOAD REQ.
REQUIREMENTS
- LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED.
Simpson HETA 20 or equal
hurricane anchor at each truss
with (10) IOd x 1 1/2' nails —
( 24" o.c.) supporting Max.
18101bs. uplift
Aluminum Drip ------ 712
Edge 6 Fascia
2" x C Sub—Fasci
Kaycan full o vent vingl soffit installed
using 1/8" dia shank x 15" long galv.
roofing nails with 3/8" die. head per
product approval — see chart sheet #1
12" x 12" concrete column
block filled with concrete
and (2) 41 bars vert. tied
into lintels above
thicken edge to 8"x8"
with concrete and
one 45 bar continuous
BEYOND
Top of footer
I6" below finished floor
Za
TUII III
IIII—IIII—IIII ,
I —IIII—IIII—IIII .
12
4
into vertical
Aluminum Drip
Edge 8 Fascia
Co crate Anchors Per
Poured ConcretMe uracturera Specs
e I
concrete block woll I/4"Max.
N N
N
3 x
I \ sir ai
Aluminum Panel
Sires per manufacturer O U
g3
31/;f See Typical Stud Detail N ill
I Q 4J O�
(7 LL CIL
LL
i u 1/8" x 3/32" Ling Nut w/ W L Z
i v appropriate washer and spacing _T to d)
i o per manufacturer's Details
0G3" tI ^
ion sem I (L u C I` U
I m e .094" N o
v a
OD
E_ o
m .^ m q
Xu to V N
I = �
1
' I
I I AM -
Stud Detail N
Poured Concrete or I Zinc xis
Nut
concrete block wall \ I Stud w/ Die Cant
\L Nickel Plated Wing Nut Q
I/T
Concrete Anchors Per 2. W
Manufacturers Specs
2
Flush Mounted Shutter Detail
nts
Flash and Counter
flash
Nail ledger to
gable end truss
with (2) IOd Its
at each web
on 3/8" hi —rib lath
ntal and vertical wood
it staples to provide
4" penetration into
ming and 3/4' penetration
Framing members
5/8" thick light textured
stucco on tgprcal concrete
block construction
Varies - see plan
#5 bar vert. w/
30" overlap
at each filled cell
Rear Patio/Slab to
be flush with bottom of
sliding door recess.
Step
per
foundation
plan -
a Slope
per
foundation
plan
IIII .—IIII—)III—IIII
—I
Wood
Brace Gable end
with 2" x 4" SYP 42
8ft back nailed to bottom
of top chords using (2) IOd
nails at each truss
PRE-ENGINEERED WOOD TRU
® 24"o.c. TYPICAL
( shop drawings by manufacturer )
\R-30 blown fiberglass
in bottom chord of trusses
-1/2' drywall with smooth Finish
Two rows of beam block filled with concrete
-and (1) #5 bar cont. in each row. Substitute
precast lintel filled with concrete and (1) 45
bar cont. for bottom row over openings
1/2" drgwall over I" x furringg
strips at 14" o.c. with R4.1 PI -foil
-insulation on tgpical 8" Block walls
All drywall to be installed per FBC R102.3.1
and shall meet all pertaining ASTM codes.
Mortar to be Type "M" onlgg proportioned per FBC R601.1
and Mortar joints shall comply with FBC R601.2.1.
Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...)
Fill cell with concrete and
(U 45 bar vert. ftgpical).
`Max. spacing shall not exceed
48" unless otherwise noted
see foundation plan notes for
spacing at openings
4" concrete slab with fibermesh OR
Vx6" #10/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
III1111 II=„IIII—����14p
III ��11 F1
3 TY�plcal Section at Front Porch
Scale : 1/2" = I'-0"
Braden t Braden AIIA, FA
Architects - Planners
411 S.E. Coconut Avenue
Tel : (112) 281-8258
Fax : (1-12) 281-8283
E—mail: bradenaiaOcomcast.net
f
Strap truss to wall using Simpson MGT with Simpson HETA 20
5/8" dia. threaded rod with min 12" embedment
into beam either wet act or in epoxy with hurricane anchor at each truss
(22) IOd nails into truss. Add blocking to ( 24" o.c.) supportln Max.
truss leg per detail on this sheet 1810 lbs. uplift
ETA 20
n
L90B
L906
IOOB
�
(L
o
M
L45
BI
BI BI
BI
ci
LLO
-~ ..Bj ..,.
BI
BI
J-H
L45 B
AULTED RE i—
12
SLOPE
— Q
BI
I � ~
N
rn
LL1 N
BI L31
L45 BI
X/10`
Gulf Coast Supply and MFG 5v Crimp Metal roofin
26 ga. 5v crimp metal roofing attached to plywood
wood screws with self sealing washer at 12" o.c. max
FL #11451.12 12
eck using #9
a acing over ASTM D SLOPE '}
laps fastened with corrosion resistant tin caps and with
spaced 6" o.c. at all laps and two staggered rows I
deck to trusses using attachment detail on this sheet
1.25" ring shank nails
" o.c. in field. Attach BI
lL
22" x 54"
I1 Attie Assess I
•i'*
L31 BI O 3
I I
I
\I
z
E I
H.
I
I
m I
BI iJig8
_1 m9i I
MAX
I L31
I
1 \
L31
Q
1
BI
OB
B1
It
LO
`r
BI
L90B
BI
41 SLOPE
I
ry•
ETA 20
Simpson HETA 20
hurricane anchor at each truss
( 24" o.c.) supporting Max.
1810 lbs. uplift
W4nne Building Corp. MODEL:
THE ROYALS GARAGE RIGHT
Spanish Lakes
St. Lucie County Florida
01
Dat Drawn : Revisions Sheet Comm #
5 -9-11
DI awn by: 12 -101
C C-U. "
Chi, ckedR-E3by:
OF 5
PANEL
"A"
circ# Description Wire Load BR Poles
2 AHU 110 3.5 kw 30 2
Poles
BR
Load
wire
Description
circ#
2
40
i.0 kw
#8
A/C comp
1
3
4
2
30
4.5 kw
#10
40 gal. water HTR
5
6
Range
ttb
12.0 kw
50
2
�
8
1
20
1.8 kw
#12
Pump
9
10
Dr er
410
5.0 kw
30
2
12
1
20
1.5 kw
#12
13
14
Dishwasher
#12
1.2 kw
20
1
1
20
1.5 kw
#12
Microwave
is
I6
Refrigerator
#12
1.2 kw
20
1
1
20
1.5 kw
#12
Kitchen S.A.C.
m
18
Recepts
#12
20
1
1
20
1.5 kw
#12
Kitchen S.A.C.
19
20
Recepts
#12
20
1
1
20
1.2 kw
#12
Clothes washer
21
22
Recepts
912
20
1
1
20
0.81 kw
#12
Garage Door Opener
23
24
Recepts
#12
20
1
1
20
1.4 kw
#12
25
26
Recepts
#12
20
1
1
20
1.92 kw
#12
21
28
Recepts
412
20
1
1
15
#14
General Lighting
29
30
Recepts
#12
20
1
1
15
414
General Lightrng
31
32
Recepts
912
20
1
-
I
15
#I4
General Lighting
33
34
Exterior GFCI
#12
20
1
1
i5
#I4
General Lighting
35
3L
Bathroom GFI
#12
20
1
-
1
20
#12
smoke Detectors
31
38
General Lighting
#14
15
1
1
20
#I2
Bathroom GFI
39
40
General Lighting
414
15
1
s are
41
42
s are
PANEL "A" LOAD CALCULATION SHEET
Load Description
Qt .
Watts
Total(Watts)
General Lighting (3 watts sq. ft.)
Small .Appliance, Grcwt(s).
. ...................... .............
Range .......... ...............................................
Refrigerator.
Microwave
.................................................................
Dish Washer ...........................................
Clothes..Washer. ...................... .........................
Clothes..Dryer................................................
Water Heater
_ Heater _............... _ .......
Water Pump. .. ..........................
.Garage.Door.Opener......................................
1135
3
5,205
2
1,500
3,000
1
12,000
12,000
1
1,200
1,200
I
1,500
1,500
1
1200
1,200
1
1,200
1,200
1
5,000
5,000
I
4,500
4,500
I
1,800
1,800
1
810
810
Total Watts
31,415
First 10000 Watts 11100%
1
10,000
10,000
Remainder 21415 840%
I
O
10,91.6
Electric Heat or A/C 10,000 046%
1
10,000
10,000
Calculated Load
Watts
30,966
Voltage
240
Calculated Wattage Divided by Voltage = Total Amps 129.03
Panel Size Required = 150 Amps
= JUNCTION BOX TO SUPPORT A FAN
0 = THERMOSTAT LOCATION
B/A = Balanced Air
Electric Notes:
I. Use copper wire only, 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 GFI rotected.
L. 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 RMIL02
10. A/C Refrigerant lines that are run thru slabs must be
sleeved in PVC
11. ALL A/C Equipment shall comply with energy calculation
12. All work shall be performed by a licensed electrical
contractor, the completed system shall be full operative.
13. Contractor shall pay for all fees, permits, tes ing, 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 plticed 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 telebhone combanu.
#2/0 Aluminum feed
I '%" Conduit - �
2" PVC ( FP
PORCH
I
I
113 CFM
IOxIOxl I
Center) Registers
on Iceiling fan
I
I
I
B EAT
OI I
DINING
ROOM
THIRD
BEDROOM
84 CFM
IOxLxL
Vent thru I �I B ftk
A/C disc.
150AMP
I�1
MCB 215 CFM
PANEL 12xLxl
2' rigid service FPL I Bare #6 copper wire
g to #5 cant. rebar in slab
ELECTRICAL RISER
SECOND
BEDROOM
- Contractor shall use AL-CU Landing
- Contractor shall torque lugs I.A.W.
lugs. NTS
manufacturers recommendations which
shall be veriried prior to construction
19. The electrical system shall be
completely and effectively
grounded as required bg the latest edition of 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 by 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
12x12x8
B/A
i'
IC J
143 CFM
IOxiOxl
12"
41 xCF
e
139 CFM
IOxlOxl
M STER
B ROOM
139 CFM
IOxlOxl
IC J
r12x12xIO
Irr B/A
32
I r---T
ITCHEN
144 CFM
12xbxl
22" x 54"
Attic Access
with light
�\4"cl; Steel Ballard
See detail on this sheet
190 Amp
Panel
GARAGE
I f-----------------�
I
I I
I I
I I
I I
I I
I 1
I I
I I
I I
I
I 1
I�EC�/4 N CAS. LA"rOUT
O= THERMOSTAT LOCATION SCALE: 1 1 4 " - 1'- O "
Vent thru
- Soffit
SEE MANUAL
"J" and Energy
Calculation
for Unit info
Exhaust Duct
Thru Soffit
Wire For
,
Front Post
Light
Center Post Light on
This corner
Post Light with
/Photo cell
LECTRIC
SCALE: 114" = I'-O"
Exhaust Duct
-.T-hrn Soffit
f" Exhaust
Duct Thru
Wall
Install oulet
under disc.
t shown for
clarity
Braden It Braden AI,A, FA
Architects - Planners
411 S.E. Coconut Avenue
BTel : (712) 281-8258
Fax : (172) 281-8283
E-mail: bradenaia comcast.net
Stuart FL 349% #AAC000032
W(gnne Building Corp.
I V
THE
I n � � ® I � � �
MODEL:
GARAGE
RIGHT
Date Drawn
5-1I-11
Drawn b
�" C-(D.U.
Checked b y
D•N'.E3•
Revisions :
Sheet
E 1
OF 5
Comm 4
12 - I ®1
Spanish Lakes
St. Lucie Count Florida