HomeMy WebLinkAboutBuilding PlansGulf Coast Supplg and MFG 5v Crimp Metal roofiriq FL #i1651.12
:26 ga. 5v crimp metal roofing attached to plgwood 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 C 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 rows 12" o.c. in field. Attach
deck to trusses using attachment detail on this sheet
4�
DEC
cf i_ucie co"ty, ,F6
- _
S/8" thick light textured
12
stucco on typical concrete.
block construction
4 SLOPE
W°RX
V
.:.LO O
12
COVERED
PORCH
).H.
----------------------
\ Finish Columns with
5/8" thick cut coral
finished stucco bands
5/8" thick x 8 'w cut
oral finished stcccc bands
LEFT ELE /-7C\
SCALE: 1/4" = 1' _0"
Gu1F Coast Supplg and MFG 5v C-irrp fetal roofing FL #11651.12
26 ga. 5v crimp metal roofirc, attached to plgwood desk using #`� x 1.5"
wood screws with self sealing wash. at 12'' o.c, max spacing over ASTM D
(tgpe 2) 30 lb felt underla4 inerIr t, utal'ied with min, 4" side laps and 6" end
laps fastened with corrosio", 'rvsistarL ';.ir caps and with 1.25" ring shank nails
spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach
deck to trusses using attacirm rt detail on this sheet
PER D
-------------
---------------------------- ----- ----
Si 8" thick: i.lght textured
stucco on typical c-oncrete
block construction
iC.T E L TIC N1
Product Approval Submittal Affidavit
Opening Schedule Swing Doors, Overhead Doors, SLdJung Doors, Windows & Skylights
Opening
NOA/FL
a
Product
Model #
Manufacturer
Glass
Attachment method
Exp ration
Design Pressure
Type
NUMBER
Date
of Approved Tests
33/ 6° cia, x 2 3/" Tapcons w/ min. i l/4" p n tration at 2" max.
14 thereafter thA 'T Buck into solid
12.3
t4
FLU
17499.2
Single Hun
g' g
Series 185
Mi Windows
and doors
from eacr corner and o.c, roll
filled C' U wall maintaining mir 2.b" edge distance in strict adherence
+ 60 psf
to tie product approval.
nstal = 4 ucto concrete blockwith a callwith
A/�
16-®33®.®2
Overhead
Model 824/811
T-4" max. width
DA
D * bar vert. using 3/8' x s" Hilt; HLC sleeve anchors at a" o.c.
ith ..25' dia. washers with min. 4' edge distance. install track to buck
sing (I, 5/.4° x 1 5/8" full thread lag screws ;in each bracket maintaining
I0-9-21
+ 50.0/-60.0 psf
Garage Door
W-O" max height
Mr . " 5 edge distance - GC to strictiy adhere to product approval
"Ovid. i/IL° ushnut washer On idler shafts.
B
FLU 166�4.1
Fiberglass
Design Pro/
Jeld-Wen
Elcc 1/a° dia. tapcor wth min 1.25" embedment at 3" max
fro- ccrners and 1i.5'" c.c. max. thereafter in head and Jambs.
+
- 5®•® PSF
Smooth Pro
Sliding Glass
Mi Windows
/16" d a. x 3/ Tapcons w/ min. 11/ 'penetration at G' max.
! om each corner and I" o.c. ail double row thereafter through
ALL
48.2 PSF
C
FLU 15332.2
Door
Series 420
and doors
PT Buck into solid filled CMU wall maintaining min 2.6" edge distance
it strct adherence to the product approval.
Product
NOA FL
/
Model �
l+�il-�nufacturer
Attachment Method
Expiration
P'
Design Pressure_i�
of Approved Tests
NUMBER
Date
For CMU use (2) /4" x 2 3/4" tapcons with min 1 1/4" embedment
CM-18531
Mi Wirdcu s
penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25
± 118.9 PSF
Mullions
FLU 15353.8
vertical mullion
and dcc^
self tap5i�-g screws per clip as shown in product approval.
Roof
FLU 11451.12
MetalCrR ofin
Gul' Coast Supply
24 ga. 5v c:rimp "metal roofing attached to plgwood deck using 49 x 1.5"
wood screws with self sealing washer at 12" o.c, max spacing over ASTM D
g
and-ianufiaeturing
(type 2) BO lb fe'.t underlagment installed with min. 4' side laps and 6" end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
- 108.5 PSF
s aced 6" o.c. a. all laps and two staggered rows 12" o.c. in Field. Attach
detail
deck to trusses using attachment on roof plan
Siding
Stucco on Block
-
Soffit
FL# 12198.3 Model T4 12" vented
<a�cc"'
Install using 2" x 2" battens at 6" o.c. screwed to soffit framing using
48 x 3" wood screws at each truss. Install soffit to battens using
+55.0/-35.0 PSF
Vln I Soffit
g _
0.12" dia. x LS" long ring sank nails with /8" dia. head.
24 Gauge Glo al arotection
Install using 1/2" dia. solid set lead anchors with 1/4" dia.-20 x 1.5"Hurricane
Panels
1_
Fl# 150�14.2 Pro, :acts LC
Storm Panels
long SS screw head combo. with Neoprene washer at 12 1/2" o.c.
along the bottom and 13' o.c, at the top
� 45.0 PSF
-
LI have e )roved it b m seal below. Architect or Engineer of Record
ve reviewed the above and at � y y ( g )
0`?ES, U 8LPS SHOWING
COMPLIANCE
'Xk-RS ANCs WINDOWS
j = Nz_� ikR- E APPROVED
EACH l! r;a �StS SWOWI�O
�� PAANU t�iP jm4CE
mus fy
� >3C 9aEVI0�' GOOF
�,- c?5'IVFNOOVS
noo
0
f4-Tta_ tvsp'E
0
Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12
26 ga. 5v crimp metal roofing attached to plgwood deck using #9 x
wood screws with self sealing washer at 12" o.c. max spacingg over ASTM D
(tgpe 2) 30 lb felt underlagment installed with min. 4' side laps acid (V end
laps fastened with corrosion resistant tin caps and with 1.25' rivig Shank nails
Spaced 6" o.c. at all laps and two staggered rows 12" o.c. In fielcll. Attach
deck to trusses using attachment detail on this sheet -,
12
4 SLOPE,
1 5/8" thick light textured
5/8" thick x 8"w cut stucco on typical concrete
coral finished stucco bands block construction
R EA R
AR (h Fly Uht A T " s
12"
.H
0'-0" - Finished Floor
5/8" thick x 8"w cut
coral finished stucco bands
A)PA 10
�
Wy�
c(Al° w
1/2" drgwall ceilinq on truss bottom cord
2" x 4" top plate
1/2" drywall on
2" x 4" studs at W, O.C.
41
base -board I I / 21' x 4" P.T. bottom plate
4" concrete slab with fibermesh OR
6"x6" 410/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
interior Non-Bearinci F artiti0n
Braden Braden
B
APlanners1 .- -
•1 ♦ • •E-mail:bradeaia ♦ '. e; net
Suart. FL r
.. ♦•a•
12
-4 1 SLOPE
COVERED
PORCH
E L EV A 7 1 c"D' N
Gulf Coast Supplg and MFG 5v Crimp Metal rocfing FL. #11651.12
26 ga. 5v crimp metal roofing attached to plgwood deck using 49 x 1.5"
wood screws with self sealing washer at 12" o.c. Max sacing over ASTM D
(tgpe 2) 30 lb felt underlagment installed with min. 4" side laps and L" end
laps fastenedliuwith corrosion resistant tin caps and with 1.25" ring shank nails
spaced 6 c.c. at all laps and two staggered ro.s 12" o.c. in field. Attach
deck to trusses using attachment detail on this vheet - e
II-�
�- -
�-I I -I
F
WW 1 =
0
win=
• • .. I1111111111111111i2elt FA
SCALE: 1/4" = 1'-0"
HColl r r07"",
_ �� r''
i/8" Thick cut coral stucco over paper
backed wire lath nailed to substrate through
one layer of 15 lb felt using 8d nails. Substrate
to be 19/32" CDX Plywood nailed at 6" o.c.
in field and edges with IOd ring shank galvanized
nails into truss webbing.
ANSIlf=711rlall�iimiiimi
NONNI IM
F F�() N T E L E V A T1 0 N
ST. LUCIE CO1 -0 v
REVIEWED FOR TY NG DIVISION
REVIEWED Sy- MP NICE
DATE _
PLANS AND PERMIT MUST
SITE OR NO INSPECTIOJOB
N E KEPT
�S) WILL BE
MADE
a
Spanish• y
St. Lucie Courtq Florida
SCALE: 1/4" = I'-0"
�• I
ALL CONTRACTOR
.O♦ Ll.JARRANTIES BEGIN WHEN THE CLOSING
OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORF.
AND WILL CONTINUE FCF, ONE YEAR FROM THAT DATE
PERMITTING INFORMATION (FORM 100)
Florida Building Code Residential: Eith Edition and ASCE 1-10 for Wind Loading
Building Design is: Enclosed Risk Category: 11 Wind Velocitg: 165 mph ultimate
Mean RoofHeight:ll'-O" Roof Pit.c,h: 4.12
Internal Pressure Coefficient: i`cient: + 0.18 _
Subjectabi'litg to damage from: Weathering: Negligible Termites: Vero Heav4
Width of Roof End Zone: V-4" Wind 15beed. 145 mph ultimate
Wind Exposure Classification: C I.:>1 x 0.4 = 0126
Adjustment factor for Exposure He. -®" ASD desiggn
Load Combination: ASCE 7-10 Section 2A DL+LL; DL+0.6WL; 0.6DL+0.6WL
Components t Cladding Wind Pressure (NET) Roof Zone: 1. +20.6/-32.6 psf
Roof Zone. 2. +20.6/-51.0 psf
Roof Zone: 3. +20.6/-84.0 psf
Components t Cladding Wall End Zone Width: _ 3'-4"
Components t Cladding Wind Pressure (NET) Wall Zone: 4. +358/-38.7 psf
Wall Zone: 5. +35.8/-4i.8 psf
Components 8. Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3psf
l Shear Walls Considered for Structure? Yes
Continuous Load Path Provided? Yeis Are Components an Cladding Details Provided? Yes
Minimum Soil Bearing Pressure: 2.50Q_ psi, 'Presumptive: _ X Bg Test: psi
This Building Shall Have the Following:
APPROVED SHUTTERS: X IMPACT' GLASS:� BOTH: NEITHER:
ROOF LIVE LOAD: 3-1_. psf ROOF DEAD LOAD: 10 psf
FLOOR LIVE LOAD: __�!�i_ psf FLOOR DEAD LOAD: 10 psf
JOB ADDRESS:
Date Drawn Revisions
5-9-11
Drawn by;
C.C.U.
CheckeiJ by:
D.R...3-
i 2•12
ITr-W
= Roof Zone i
Walls Zone 4
® = Roof Zone 2
Walls Zone 5
END ZONE
Corner Zones
Roof Zone 3
Sheet Comm 4
I , IS-IS8
OF 5
too WIN
Counter top - verifg type
with contractor
/4
TYPICAL NOTES. 3 C,4 _1 E 1/ .4 " = I' - 0 " CRASi--{ POST DET1 N.T.S.
1. Contractor to verify ALL notes and dimensic-s prior to 36" high bg 4" diameter
steel crash post. Floor
proceeding with work. Flange with 'i - 3/8"
2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into
3, ALL Lumber to be used as Beam, Rafters, etc... to, (have slab (3/8"t SO ksl steel plate)
d minimum 1,400 F.S.I. fiber stress. 611 -1
4. No dissimilar metals to touch. 2 2" 2':2"
S. ALL Concrete used for Slabs shall be min. 2,E-1100 FBI concr�te, z '2'1 1 1 �2
0
ALL Concrete used for vertical filled cells, cont, tie beans 9tc.. to I
shall be 3,000 F.S.I. concrete and/or 4,000 gout -X i4) -,3/6 1 0 2 �2"
Drywall at ceilings shall be leveled and attached to bottom c�7ord
of trusses with screws per FBC 2
1. ALL wood in contact with concrete shall be pressure treated. 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, EH
11. Contractor to Provide a 2`8" wide door at one bathroom for J
handicap accessibility requirements. 2'�" 2'/2"�2 U— �-211
12. Lowest finished floor to be set by Governing Building Department BIN
surveyor to set in field.
13. Separation between residence and garage shall be per 7-BC �e302.�
- Door between garage and residence shall be 1-3/4"t 20 mir- rated door
(�� — Water Heater
IS- Wall and Ceiling shall have a flame --spread classification of not greater than 200 �)&r FBC R302.9.1
1�_ Wall and ceiling finishes shall have d smoke- d ev eloped index of not greater than DSO per FBC R302.9.2
1 -1. All exposed attic insulation materials installed on attic floors Shall have a critical radiant
flux not less than 0.12 watt per square centimeter- Exposec. :,Iodm plastic rsuldt[oni
!S i
materials exposed on the underside 'of the -oof deck Or or the attic walls shall �811 comply
with F.B.C. R31( - see permit info box of code edition CSI-4, C�30, C9' I
18. G psum board material shall conform to AST�l C3�, C1,49, CI
C4b0, C1002, C10,41,C1111, C1118, C12-18, C1395, of C139� and Shall be nstalled
according to the following. (FBC R102.3.�,) Masonry Beam
Drywall
Thickness
Location
Orientation
Framing
Member
Max. spacing
of fasteners
Nail sizing options for
installation of drywall
Spacing
Maximum
wood framing member,s
Nails
Screws
2" x min. thickness
Ceiling
Perpendicular
24
-1
12"
13ga 1 3/8" long with 19/44" head
OR
0.098" diameter x 1 1/4" long
annular-ringed or 5d cooler nail
�2
OR
Walls
Either
l4l"
81,
1611
0,080" dia. x 1 5/8" long with
Direction
I5/44" head
OR
Gypsum board nail 0.086" dia.
x 6/8" with 9/32" head.
Ceiling
Perpendicular
2-4"
1"
12"
with 19/44" �ea
laga 1 5/8" head
OR
O.C,18" diameter x 1 3/8" lorg
anntil,ir- ringed or 6d r cooler nail
OR
0.0'12" dia. x 1 -1/8" long with
1/4" head
Walls
Either
ILI,
Direction
OR
Glipwim board nail 0.01`117" dia.
x 1/8" with 19/64" head.
19. ALL ceramic tile surfaces installed shall conform to AS -TM A108,1 thru AIC8,b,
A108.1, A118.1, A118.3, A136,1 and A131.1
20. Cement, fiber -cement or glass mat g psum backers in accord7_1-�7e with ASTM
C1288, C1325, OR C1118 and installed I"/- manufacturers recommendations shall
be used as backer for the wall tile 1�7 tjL, areas and wall panels in shower areas.
21. Insulation including facings such as retarders or vapor permeabl_- members installed
within floor -ceiling assemblies, roof -ceiling assemblies, Wall, crawl and dttICS
shall have a flame spread index not to exceed 25 with an accomp,5r'1L,!nci Smoke
developed index not to exceed '450 when tested in accordance witr-, 4S-7M I- 8•4.
Insulation shall comply with F.B.C. R31�.
Gulf Coast Suppig and MFG 5v Crimp Metal roofing FL #114Ei 12
2(. ga. 5v crimp metal roofing attached to plywood deck using 1;9 x
wood screws With self sealing washer at 12" o.c. max spacing over A -"-'TM D
(type 2) 30 lb felt underlagment installed with min. 4" side laps and i'" end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
%aced 6" o.c. at all laps and two staggered . rows 12" o.c. in field. Attach
clk to trusses using attachment detail on this sheet
Simpson HETA 20 or equal
hurricane anchor at each truss 12
with (10) lid x 1 1/2" nails
24" o.c.) supporting Max.
18101ba. uplift
Aluminum Drip —
Edge t Fascia
2" x L" Sub -Fascia
Kagcan full o vent vinyl soffit installed
using 1/8" dia shank x 1.5" long gals.
roofing nails with 3/8" dia. head per
product approval - see chart sheet #I
5/8" thick light textured
stucco on typical concrete
block construction
#5 bar vent. w/
30" overlap —
at each filled cell
Wood
Base
I
Grade .7
I I �EEEI V
7
7"'rFICAL S C ION
PRE-ENGINEERED TRUSSES
at 24"c.c. TYPICAL
(shop drawings bg 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) 45 bar cont. in each row. Substitute
:)recast lintel filled with concrete and (1) 45
bar cont. for bottom row over openings
1/2" drywall over I" x furring
strips strips at I6,,o.c. with II
-insular,on or typical 8" Blc:k walls
All drywall to be installed per FBC R702.3.1
and shall meet all pertaining A5TM codes.
Mortar to be Type "M" only 'portioned per FBC R607.1
and Mortarionts shall comply with FBC R(.012,1.
Provide Duf" 0-Rock at all wet areas (ex. Showers, tubs
Fill cell with concrete and
(1) :45 bar vert. (typical)
-Max. spacing shall not exceed
48" unless otherwise noted
see foundation plan note--- `or
spacing at openings
4" concrete slab with :'bermesh OR
4"x4" #10/10 1WM on 6 - Vlr,-Lioe" over
clear compacted termite treated !'III
4" Concrete footing
with 2) 45 bars cont. and 45
trans /6rse bars at 48' o.c.
Scale : 1/2" = 1'-0"
Bottom Track
I I
Recess top plate 4%
for steel support angle 1\ see detail on this slieet
Steel countertop support ang
install 4" from each end and lel
one in center of counter.
see angle detail
1/2" drywall
Base cabinet
2" x 8" wood studs
at 14" o.c.
KITCHEN ISLAND FRAMING DETAIL
Attach buck to block wall with
1/4" 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 4" PIT Buck
of wall
arias71=1
___#8 Wood screws thru ,Iamb into buck
at each hinge and 15,,o.c. max and
Detail at Door prior 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 4" o.c. max.
from each corner and 20." o.c. max
thereafter ats,dambs and 20" o.c. max.
Exterior face at head and per product approval
of wall Buck to be I" x 4" FT
P.T. Buck nailed to
block with case hardened nails
Detail at wirdows prior to window attachment
NTS
.Install SGD thru buck into
_1I ap-con with
penetration at ,I o.c. max.
from each corner and
thereafter at head per product approvI
Use 3/16" 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 4" F.T. Buck nailed to
block with case hardened nails
Head prior to door attachment \
all=
Masonry Wall
Typical Flooring
Sill Install SGO thru buck
block with tao-
1/2" penetrn
i r, oor t a I 1 from ch corneratioat
each and
+ k
At Masonry Wall NTS thereafter u jun, * yu, Ni vwui— 6 up p, w,, u, Jdmb
Window schedulleffi
Mark, Size Rough open. Window Descri )tion PRESSURE ZONE
I. %8" 5 -4 ka " x "-4 Single Hung ZONE 4
2. 6'-2YB"x 5'-3 %e" 15" x IiI 3 %4" Single Hung ZONE .4
3.
2'-2" x V-21/2"
21%2"x 3 a %,,,
I Single Hung
ZONE 4
.4.
3'-1" x 6'-3%8"
38" x 43 '14"
Single Hung
ZONE 4
ALL Windows to be aluminum windows W/ tint
rid mu [ons per eleVations.
LL windows to withstand pressures in permit info box on sheet I
,ALL windows in bathrooms to be tempered
All rough opening dimensions to be verified bg contractor
Lui-.h manufacturers specs prior to construction
oor cheaule
Size
Rough Opening
Door DesEip �ticn
PRESSURE ZONE
91-01, x 11-01,
108" x 84"
Overhead Garage Door
ZONE .4
B
31-01, x 61-81,
X sa%',
Fiberglass Panel - Inswing
ZONE
C:
41-01, x 6`-8"x
om bttom or o
al �," r,
Sliding Glass Door
ZONE 4
Ep
2'- 0 " X III
Solid Core - Wood 4-Panel -Bi-Fold Finished 24" x 81 %24'
E:
2'-4" X 6f-84'
Solid Core - Wood 4-Panel
F
51-01, x 6t-811
Solid Core - Wood 4-Panel - Bi-Fold
G
2'-8" x 4'-8" x 1
Solid Core Wood, Steel, or Masonite Door
2'-8" X 4'-8"
Solid Core - Wood - 4-Panel
2f-4" X 6'-8"
Solid Core - Wood - 4-Panel - Bi-Fold
ILL Exterior doors to withstand pressures stated in permit info
b
x or sheet U I
GARAGE
DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL
W
THSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41
A]
rough opening dimensions to be verified by contractor
_wifi
manufacturers specs prior to construction
12
Verify attachment
hole location with
CrtC
prior to fabrication
3/8" thick
steel bracket
Braden It Braden AIA, FA
Architects — Planners
III S.E. Coconut Avenue
281--8258
��s Fax : (112) 281--8283
E-mail: bradenaia5 comcast. net
Stuart, FL 3499� #AAC000032
N
P
DETAIL
8, - 10
1 - � 2'- 8
12 8"
2'- 8 2'-84 91-01,
Total Cubic Ft = 14,02-4
Date
Drawn
59_11
Drown by:
ked by.
[D
t;-,1 - B .
Square Footage Breakdown
Total A/C Space 1,153 sq. ft.
Covered Porch Total = 212 sq. ft.
Garage 459 sq. ft.
Mill -
T TU AL NOTES:
I.
ALL FOOTING ARE DESIGNED FOR A MINIIUM, OF 2,500 RSF SOIL
9.
BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM
CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN
PROPER ENGINEERING DATA FOR DESIGN.
2.
ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 :DAYS
10
ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 300C PSI
BE 3000 PSI OR 4,000 PSI GROUT MIX 47 '28 DAYS
3-
POISON SOIL AND COVER W/ 6 MIL. VISO,-- "'E"N LUITHIN 2.4 HOURS. NO
SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FC'UND,4,,TIONI.
-4
GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 0<6 0/10
WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE
12,
BARRIER ON TERMITE TREATED, CLEAN MACHINE COr::�AC71= FILL
(MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUr-,, FIEERMESH
MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH.
5-
LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH 4ND r.-_)ESRIS
BEFORE FILL 13 BROUGHT IN. FILL TO BE SPREAD IN I'�' LAYERS AND
13.
MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF
BUILDING CONSTRUCTION
6-
TEST FOR FILL COMPACTION MINIMUMS PRIOR 70 FORI`*,''''V� SLAB.
14.
'1-
GENERAL CONTRACTOR TO VERIFY ALL EXIS-ING CONDITIONS AND
DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO 7r"1L=_
ATTENTION OF THE ARCHITECT.
16.
8-
GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER
FOUNDATION PLAN). PROVIDE 1-1/2" RECESS "OR OVEF--I=_14�D DOOR
DESIGN LOADS ARE AS FOLLOWS:
ROOF (DL+LL) = 4-1 FSF
WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41
EXPOSURE ="C"
ALL REINFORCING STEEL SHALL BE GRADE �O, MEETING ASTM A-I�, it
A-35 SPECIFICATIONS. ALL ANCHOR301 STEEL.
ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOU-1 I S,ANCHOR
BOLTS AND FRAMES SHALL BE IN PLACE PRIOR 70 POURING CONCRETE.
FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS,
SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE.
MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
FOOTING: 31,
BEAMS: 1-1/2"
LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS.
USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI
ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000
PSI OF NO.2 SOUTHERN FINE, UNLESS NOTED OTHER 1.1.1145E.
ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE
PRESSURE 'TREATED. FASTENERS 70 HAVE MIN. G185 RATING.
1. Any charges to plans must be submitted to the architect
for approval before proceeding with constructioni..
2. Contractor shall be responsible for Verification of all
rotation and dimensions before starting constructor.
3. Soil conditions assumed to be 21_�DCO psf, Should any other conditions be
encountered, the architect Shall Le notified iri writirg for revision
Verifg all recess thickness at showers, tile, etc__
S. Contractor to provide filled cell with concrete and I US bar Vert. at -48"
O.C. max. Provide (1) filled cell on each sld& of openings U�; to LLIde.
`rom 0
Provide (2) filled cells on each side Of f Orlrge
dn,� Provide (3) filled cells on each side 'of 0-�erIngs from 101-o" and up
Contractor to see plans for any other corditicn used. Fouricatior, ijjdlll�s
shall have filled cells at 24" o.c. unless otrierWlse noted! (see section)
Contractor to provide for Form Board Surveg - Form Board Survey
to be provided to Truss Company prior to truss construction
1. Contractor to provide for soil test prior to construe ion and provide
d copy of soil test to architect for prlor to construction
8. ALL Reinforcing steel Shall be grade �0, meetinq ASTN A-1� and
A-35 specifications. ALL Anchors t(, bc steel,
9. Provide d minimum of 3" concre-te protection at footings ant
1-1/211 bedrT)'r a ,-_,�
concrete protection at l ALL reinforcing bars.
0
W-0
MONOLITHIC FOOTING
WITH 2 45 BARS CONTINUOUS
�■
MONOLITHIC FOOTING
- 6" STEP DETAIL ON THIS SHEET
4do
r
COLUMN FOOTING 1111TH (4) 45 BARS EACH WAY
MIN
M,
THICKEN SLAB EDGE
WITH 1 45 BAR CONTINUOUS
1-4"W
With
X 1.4"D
Curb at Garage
1MONOLITHIC FOOTING
I
WITH 2 45 BARS CONTINUOUS - CURB 01-On
MONOLITHIC FOOTING
- L" STEP [DETAIL ON THIS SHEET
45 bar vert. w/ 7h,cken edge to 8"x8"
30" overlap EE TYPICAL Lath concrete and 4" concrete slab with fibermesh OR
ECTIONS ore V� bar cont;n�_ �"x�" 410/110 WWM on 10 mil Visqueen over
at each filled cell
ti clear compacted termite treated fill
4" concrete slab with fibermesh OR
4"x4" :410/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
Grade\
Nt- . . . . . .
OC) iH III
I 4"w x 14"d c(,rce-_e 1-crolithic
footing with :a,s cont.
14
�= �J TYPICAL FOOTING DETAIL
J SCALE 1/2" = r-O'
4" concrete slab with fibermesh OR
6"x6" U10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
-.,45 bar tort.
12" x 12" concrete column
block filled with concrete
and (2) #1 bars vert. tied
into lintels above
Top of footer
16" below finished floor
SCALE 1/2" = 1'-0"
Verify house slab
height in field
f-GRCH SLII�A
EDGE DETAIL
#5 bar Vert. LU/
30" Overlap
at each filled cell
Ad , .5t :urb height
basic ci gar. floor
slopt5. `\\
:45 bar ri curb
Grade
30 HX310"xl6" concrete
column footing With (4)
45 barP each uJd9
COLUMN FOOTING DETAIL
SCALE 1/2" = 1'-0"
SCALE 1/2" = 1'-0"
EE TYPICAL
�ECTIONS
4" concrete slab with fibermesh OR
�"xb" #10/10 WWM on 10 mil Visqueen over
clear compacted termite treated fill
14"w x 14"d concrete monolithic
T footing with (2) 45 bars cont.
A DEVIL
G E L-4FE3
SCALE 1/2" = 1'-0"
-4" concrete slab With
- , �, fibermesh OR
i. XC/1 __10/10 WLL!�l on 10 mil Visqueen over
clear compacted termite treated fill
46 bar cont.
Termite Protection for New
instruction.
Soil treatment used for subterranean termite prevention
inside the foundation perimeter shall be done after all
eXCdVdtlon, bdCkfllllrlg and COMPEICtlOn is complete.
If soil area is disturbed after initial chemical soil treatment
area shall be re -treated With B chemical soil treatment
including spaces boxed or framed.
Treatment must be in accordance with the rules and laws
established by the Florldd 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 6" PT wood secured with
3/8"dia. x L" anchor bolt at 13" o.c.
overhead door track secured to wood
,jamb per manufacturer's product approval
Garage Door Jamb Detdil
GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS
IN PERMIT INFO BOX ON SHEET :41. SEE PRODUCT
APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL.
Filled Cell Masonrg Column With Ore
US From Footing To Beam Each.
ConcFill To Be 3000 FSl
See Floor Plan For Location
Double Filled Cell Column
NTS
Filled Cell Masonry Column With One
US From Footing To Tie Beam
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
Single Fllll�d Cell Column
NTS
Braden It Bradrt
en
Architects - Planners
411 S.E. Coconut Avenue
281-8258
Fax : (112) 281-8283
E-mail: bradenaia5comcast.net
Stuart, FL 34-- AACOO0032
12" x 12" concrete column block filled
with concrete and (2) st-I bars vert. tied
Dnte Drawn
6-9-11
t)rawn
C.C.U.,
Checked 109:
tD. fR - E3.,
r
ROOF SHEETiNG
ATTACH- IE IT DETAIL_
1. I Ilrliigiil ixull vl�c d%A I III � 1, I '""' --- •-• Zi-
2. Minimum Screw Size = 48 x 2"
3. Minimum Sheathing Thickness 19/32" CDX Pl wood
4. Use nails
info box plans for for
er3 stated
1n p p
Key
Area
Edge
Field
Fastener
Max.
Pressure
Zone I
6
"8d
ring shank
45 psf
Zone 2
-4"
�"
8d ring shank
% psf
Zone 3
.4"
.{"
8d ring shank
1 84 psf
** Zone 3a
6"
b"
48 wood screw
1112.5 psf
** Use nails or screws based on pressure for roof stated
in permit info box on these plans for zone 3
Concrete
/ Lintel
('nlumn
Provide 45 bars with min. 48 bar
diameters overlap into beam. Tie
filled cell steel into continuous
beam block steel.
Provide #5 bar set in re -cast o C F F N L /4 Scale
lintel into beam where length of
the opening calls for it. - Ov 2rhan s "fit i'—O" UnIpSS Otherwise noted on ti
Provide Cast-Crete-
8U8-OB/OT precast ` - - - _ - _ _
lintel set in mortar
Min. 8" Bearing - _
CBS WALL
Verify with Plan
12"x 12"
i Column Block
to Lintel
Rebar
48 Bar Dia.
Min. Overlap
Attachment
Mark I Size and Description
Two rows of beam block filled with concrete and 1 1*5 bar
BI continuous in each row. Hook vert, bar over top bar with
45 90' bend bar with a 10" min. lap at top bar.
NITS
g
— Roof pitch at 4:12 unless
Otherwise noted on thi
— Truss shop drawings to be
provided by manuf actu
— Any changes to this plan
shall be submitted to t
architect for approval in writing prior to startinc
— ALL TRUSS TO TRUSS
CONNECTIONS BY
TRUSS 1IANUFACTURER
— Architect to review Truss
Shop Drawings Prior
to construction for layout
and uplift verification
Poured Filled Cell - Contractor to provide for
Form Board Survey z
Form Board Survey to Truss
Company prior to -
Provide 45 bars with min. 48 bar
diameters overlap in filled cell. Tie
filled cell steel into continuous
footer steel.
Scale: 1/2" = 1'-0"
SINGLE PLY REAR GIRDER TRUSS
Nail 2" x 4" blockinug 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
)BR STRAPPING
TER BBARiNG POiNT
-1/8" thick light textured stucco installed per
ASTM C 926 over ASTM D type 2 paper backed
wire lath nailed to substrate through one layer of
ASTM D Type 2 felt paper using 8d nails. Substrate
to be N/32' CDX 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 #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 6 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 bLintel Bar Clear " A "
ars
., CLEAR Length Length Span Bars Bars
N r T= 2'-10" 2'-8" I'-6" 2.#3 none
T
i T T T i T
3'-6" 3'-4" 2'-2" 2,43 none
81=8-OB/1T BPS-IB/IT 8F8-IB/2T
4'-0" 3'-10" 2'-8" 2,#3 none
Additional
#5 bars -6,
CLEAR :; GS!"•:::": " 4'-4" 3-2„ 2,93 none
One Row of "H"
Block Above 51-411 51-2" 4'-O` 2,#3 none
5'-10" 5'-8" none
9--
Precast Lintel_6„ ,„ 5'-4"none
Additional#5 bars `----y -11-610 71-0" 6'-2" 2,45 none
81`I6-IBAT 8FI6-I13/2T 8'-4" 1'-10" 7-0" 2,45 none
NOTES:
I. min- coverage of steei=1.5"
2. min. bearing required ® ea. end=8" ALL reinforcing steel is grade 60.
3- standard for reinf, steel=ASTM A415
TYPICAL LINTEL SECTION
( PRECAST CONCRETE )
I
LINTEL. SCHEDULE
Window
Rows of
Max.
Max.
Max.
or Door
"H" Block
Gravity
Uplift
Lateral
Mark
Unit
Lintel
Cast -Crete
Above
a ",
Bottom
Steel
Size
Top
Steel
size
Load
Load
Load
(PLF)
Load
(PLF)
Width
Size
specification
L22
2'-2"
3'-V
8F8-0B/IT
1
#5
3069
1569
1024
L31
2'-6"
4'-0"
8F8-0B/IT
I
u5
2561
1363
163
"
3'-8
L45
4'-5"
5'-10"
8F8-0B/IT
I
#5
1105
909
339
L50
5'-0"
6'-V
SF8-OBAT
I
#5
1238
835
121
L60
6'-8"
�'-L"
8F8-OB/IT
I
#5
1011
121
534
L80
8'-0"
9'-4"
8F8-IB/2T
1
#5
2
#5
152
591
512
L90
9'-0"
10'-6"
8F8-IB/2T
I
#5
2
#5
643
530
401
L90B
9'-0"
10'-6"
8FI6-IB/2T
ONE
1
#5
2
#5
1533
1183
401
1_I00
10'-0"
II'-4"
8F8-I15/2T
1
#5
2
#5
582
494
452
LIOOB
10'-0"
II'-4"
8FI6-IB/2T
ONE
1
#5
2
#5
13LL
1028
452
L120
12'-0"
13'-4"
SF8-IB/2T
1
#5
2
#5
4-11
428
324
L120B
12'-0"
13'-4"
81=I6-8/2T
ONE
I
#5
2
#5
1015
110
324
LI40
14'-0"
15'-4"
8FI6-8/2T
ONE
1
#5
2
#5
1250
609
259
LI60 16'-0" I"1'-4" 8F8-IB/2T I #5 2 #5 300 192 194
LI60B 16'-0" l-l'-4" 8FI(.-IB/2T ONE I #5 21 #5 950 500 194
- ALL LINTELS SHALL BE MADE BY CAST-CRETF-
- LINTELS SHALL BE FILLED SOLID WITH 3000 pGI CONCRETE
- REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING
LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ.
REQUIREMENTS
- LINTELS OVER 1+-0" LONG ARE TO BE PRESTRESSED.
12
4 �-
Aluminum Drip -
Edge t Fascia
2.41'
Poured Concrete or
concrete block wall
Poured Concrete or
concrete block wall
Concrete Anchors Per n 2.
Manufacturers Specs
Flash and Counter
flash
Nail ledger to
gable end truss
with (2) 10d ils
at each web
e Anchors Per
turers Specs
1/4"Max.
I
I
i rr Aluminum Panel
Sizes per manufacturer
i
i I See Typical Stud Detail
a"
I
I
1
I
I
I
I
I
i
I
I
v 1/8" x 3/32" Wing Nut w/
v appropriate washer and spacing
> per manufacturer's Details
o `m
W
Flush Mounted Shutter Detall
thic A�stuccoon 3/8" hi -rib lath
attached to horizontal and vertical wood
framing with nails or staples to provide
no less than 1-3/4" penetration into
horizontal wood framing and 3/4" penetration
into vertical wood framing members
5/8" thick light textured
stucco on typical concrete
block construction
Varles - 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
s
Slope per foundation plan
Simpson HETA 20 or equal
hurricane anchor at each truss
with (10) IOd x 1 1/2" nails -
( 24" o.c.) suppporting Max.
1810lbs. uplift
Aluminum Drip
Edge t Fascia
12"
2" x 6" Sub—Fascl
Kaycan full o vent vingl soffit installed
using 1/8" dia shank x 15" long gals.
roofing nails with 3/8" dia. head per
product approval - see chart sheet 41
12" x 12" concrete column
block filled with concrete
and (2) #i bars vert. tied_" -
into lintels above
thicken edge to 8"x8"
with concrete and
one #5 bar continuous
BEYOND
Top of footer
16" below finished floor
4
Stud Detail
Stud w/ Die Cast Zinc N75
Nickel Plated Wing Nut
v4•
nts
Brace Gable end
with 2" x 4" SYP 42
8ft back nailed to bottom
of top chords using (2) 10d
nails at each truss
PRE-ENGINEER+-D WO
9 24"o.c. TYPICI
( shop drawings bg manuf
\R-30 blown fiberglass
in bottom chord of trusses
I/2" drywall with smooth finish
Two rows of beam block filled with concrete
and (1) 45 bar cont. in each row. Substitute
precast lintel filled with concrete and (1) #5
bar Cont. for bottom row over openings
1/2" dr wall over I" x furring
strips a� 14" o.c. with R4.1 Pi-foll
insulation on typical 8" Block walls
All drywall to be installed per FBC R701
i and shall meet all pertaining ASTM codes.
0o Mortar to be Type "M" onlc� proportioned
and Mortar joints shall comp q with FBC fi
Provide Dur-O-Rock at all wet areas (ex
Fill cell with concrete and
(I) #5 bar vert. (typical).
Max, spacing shall not exceed
Wood 48" unless otherwise noted
Base see foundation plan notes for
spacing at openings
4" concrete slab with fibermesh OR
6"x6" #10/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
=J I NEE I
III
HP III 1111 1IiI iI1I iI14N 1��I— FI
,� F3 Tapical Section at Front Forch
Scale : 1/2" = l'—O"
Braden t
Braden AIA, f1A
Architects
— Planners
41-1
S.E. Coconut Avenue
Tel
: (112) 281-8258
Fax
: (712) 281-8283
E-mail:
bradenaia5comcast.net
Stuart. FL
3499L 4AAC000032
.71.T'ap UT"Ua5 T.v tua" ubin .J1u11,7avrl 11%.J 1 W1611
5/8" dia. threaded rod With min 12" embedment
int_n heAm either wet set or in eeoxu with
oimpson ri = i ,-, lv
hurricane anchor at each --truss
O
N
W
�
X
O �
v�►
N
a
O
a-
d)
U
O
=LL
00
E C
_
U
Cy
Provide downspout hurricane anchor at each truss rroviac vvwnspvui.
( 24" o.c.) supporting Max.
1810 I s. uplift
wgnne Bullding Corp.
E WINDSOR
MODEL:
REAR
PORCH
Date Drawn :
5-9-1�1T
Drawn by:
C.C.U_
Revisions :
Sheet
_
Comm
V
Spanish Lakes
LEFT
Checked by:
St. Lucie Countcq Florida
1 D.R.B.
OF 5
PANEL
Iii
circ#circ# Description Wire Load BR Poles
1 2 AHU #10 3.5 kw 30 2
---
5 1i Range 12.0 kw 50 2
Poles
BR
Load
Wire
Description
2
.40
1.0 kw
#s
A/C comp
2
So
4.5 kw
#10
40 gal. water HTR
1
20
1.8 kw
#12
Pump
9
10
D er
#10
-
5.0 kw
30
2
II
12
-2-0-T
1
20
1.5 kw
#12
13
14
Dishwasher
#12
1.2 kw
I
1
20
1.5 kw
#12
Microwave
Is
14
Refrigerator
912
1.2 kw
1
20
1
1
20
1.5 kw
#12
Kitchen S.A.C.
11
Is
Recepts ---
912
-
20
1
1
20
1.5 kw
#12
Kitchen S.A.C.
19
20
Recepts
#12
20
1
1
20
1.2 kw
412
Clothes Washer
21
22
Recepts
412
20
1
1
20
0.81 kw
#12
Garage Door Opener
23
24
Recepts
412
20
1
1
20
1.4 kw
#12
25
26
Recepts
#12
20
1
1
20
1.92 kw
412
21
28
Recepts
#12
20
1
1
15
#114
General Lighting
29
30
Recepts
#12
20
1 1 1
1
15
#14
General Lighting
31
32
Recepts
412
-
20
1412
1
15
#14
General Lighting
33
3.4
Exterior GFCI
---
-
20
1
1
is
#14
General Lighting
35
3(.
Bathroom GFI
#12
20
1
1
20
#12
Smoke Detectors
31
38
General Lighting
414
15
I
1
20
#12
Bathroom GH
39
40
General Lighting
#14
Is
I
spare
41
42
Spare
PANEL "A" LOAD CALCULATION SHEET_
Load DescrjpLion....
Qt9-
Watts
Total(Wat-.$)
General Lightinq..(3. watts - I ..... I .......
. .. .... .. ......
Small ADoliance,.C.iri ............ - ......................
..
.......... I .......
,Rang.e.
.Refrigerator
Microwave ..........
.......... ....... ...........
Dish Washer ................ ................ I .................
.Clothes. _Washer ...... ... . ......... . I ............ I ....
.Clothes, Dryer ................................................
Water Heater ...... ............ I .....
Water..Pump ..................................................
Garage. boor .Opqnqf.............................
1135
3
5,205
2
1,500
3,OOC
12,000
12,000
1,200
1,200
1
1,500
1,500
L
1,1200
1,200
L-
1,200
1,200
1
I
5,1000
5,000
4,'500
14,500
1
1,8�00
1,800
1
810
810
Total
Watts
1 3-1,415
First 10000 Watts 8100% 1 10,000 10,000
Remainder 21,415 `40%
1
0
10,944
Electric Hi or A/C 10,000 845% 1 10.000 10,000
Calculated Load Watts 30,944
Voltage 240
Calculated Wattage Divided bg Voltage = Total Amps 129.03
Panel Site Required = 150 Amps
l ri l
bol
Leq&nd
S
Single Pole Switch
Recessed Can Light
Double Pole Switch
Eyeball Recessi,,-
Pe
Push Button Switch
_0
Exhaust Fan
=8
Duplex Outlet
Ceiling Mounter!
Special Receptacle
o-
Ljaii Nountea Light
Waterproof, ground fault interrupter
3:�
Light with Pull Chaln (attic)
PC
Computer Conne-cn Jack
Floor Duplex Outlet
@
cM
Carbon Monoxide Detector
Flood Light
Electrical Panel
(D
Thermostat
E:=
Central Vac
Electrical Meter
Ceiling fan
A/C Disconnect
2 x4 Florescent Light
Intercom
Smoke Detector
Tv
Television Jack
Telephone Jack
AC DISC
I x 4 Florescent Light
Speaker Hook -Up
0
JUNCTION BOX TO SUPPOR 4 N
®= 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 CFI
b. ALL exterior outlets to be WF/GFl protected.
1. Recessed cans to be installed per NFFA requirements.
8. AFCI receptacles are required in all rooms except
Kitchen, Bathrooms, and Garage.
9. A/C Return Air Balance Must comply w/ FBC FMIii
10- A/C Refrigerant lines that are run thru slabs must be
sleeved in PVC
11, ALL A/C Equipment shall comply with energy calcilatic-
12. All Work shall be performed bg a licensed electrical
contractor, the completed system shall be fully operas ve
13. Contractor shall pay for all fees, permits, testing,and
inspections including blower testing where required_
14. All work shall be coordinated with other trades to avoic
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.
I i 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 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 ever' minor detail
of construction. The contractor shall furnish and install
all items for a complete electrical system and pr &,V ide all
the requirements necessary for the equipment to e placed in
proper working order.
18. All Work shall be done in accordance with the N.R.C. dnd
shall comply with all local codes and ordinances, and shall
meet all standard requirements of the local electric utility
and telephone comnana-
A/C disc.
150
#2/0 Aluminum Feed AMP
1 'A' Conduit 'PANEL
HU
2" PVC ;
Bare 411 copper wire
2" rt;ic se 95 cont. rebar in slab
E L E AL RISE
R
Clare --um
mfl�
I2xI2xIO
B/A
I
124 C F MOXIOXL
14-1 CFM
IOXIOXI
1% "1
6XIIxlo
B/A
8x4X4
9 C, F M
IP, L 0 S E 7
WASHER
DRYER
LAUNDRY
4 CFM
A&8x4x,4
r�
8X4x4
50 CFM 1__
12"
DINING 1 4 CFM
M11 I r 8x4x4
r -L -A 2 x'2 x8
I / B/A
PANTRY
CAB
Box
DW
11 CFM
1:2x�x i
SECOND
12,4 C F M
IOXIOX4
K HE- N
I C
3 TON IMICROWAVE 2Ox2O
SEE MANUAL NON -VENT REF
"J" and EnergyLEAR T
Calculation L OPENING
for Unit info
12xl2xl3
B/A
:H 1 1)
Steel Ballard ► THIRD
See detail on this sheet
E- D R 03' 0 M
Lu TT/
22" > lOO CFM
x 54" 1 1 0:3 /
Attic Access Iox:4xi4i
with light
F71
L <
Za'.R
8x4x.4
48 C f5A___n Li
GARAGE I IT
- Ccr-.-actcr shall use AL-CU Landing
- Con -actor torque lugs I.A.W.
lugs. NTS
L_
L
L
shall
maru°Ipcturers recommendations which
shall be verified ®rior to construction
19. The electrical system shall be
completely and effectively
ground----' as required by the latest edition of the N.E.C.
20. All mate- a' shall be new and
shall bear underwriters'
labels where applicable.
21. All equipment ' and panel sizes
shall be verified before
c,de-ina. 7.7e contractor shall
provide circuit routings to
suit the _ct cord[tjons.
22. Finnish and install all, fixtures
as called for on the plans
or as Selected by others.
23. 4;1 raceways and pipes placed in or through any concrete
slab shall be spaced a minimum
of three diameters of the
largest c:orduit 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 RMI502
r----------------- i
ISO Amp
Panel
--------------
GOLF CART,
C-5 A R A G E
(D = THERMOSTAT LOCATION S C A L E.- 1/ -4 11 = I
Braden t Braden
Architects -- Planners
1opod 411 S.E. Coconut Avenue
_o0'. Tel (112) 281-8258
B Fax (112) 281-8283
, E-mail: bradenaia8comcast.net
Stu,7,rt- FL__'349`i 4AAC0000:32
wsdff&�
Install owlet
under disc.
not shown for
clarity
Wire For
Front Post
LICL,.
-11711.
Spanish Lakes
St. Lucie County Florida
Post Light with
Photo cell
Center Post Light
between driveways
ELE TRICAL L;4 N.
SCALE: 114" = 1'-0"
I )ate Drawn Revisions
5-9-1-1
Drawn bq:
C - C. Lil.
checkel�:l by:
ED - Fl. �:_3
Sheet