Press Alt + R to read the document text or Alt + P to download or print.
This document contains no pages.
HomeMy WebLinkAboutBUILDING PLAN 2-21-18Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12
26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5"
wood screws with self sealing washer at � �2" 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 tirrrrjjjj caps and with 1.25" ring shank nails
spaced 0 o.c. at all laps and two staggered rows 12" o.c. in field. Attach
deck to trusses using attachment detain on this sheet \
12
4 1 SLOPE
____ ______________ _______
5/8" thick x 8"w cut
Finish Columns With coral finished stucco bands G
ick cut coral
finished hstucco bands cNR�s�c4�MHje
kW �0G �OOW`N pIS
LEFT ELEVATION �FAc` p6GENEDpOP`'ppP
000ll
SCALE: 1/4" = 1'-
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12
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 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 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
I \
RIGHT ELEVATION
5/8" thick light textured
stucco on typical concrete
block construction
u
12
SLOPE 14
EGRES 12"
PER D
01
3
- - _ - - 0'-0" _Finished Floor
5/8" thick light textured
stucco on typical concrete
block construction
SCALE: 1/4" = 1'-0"
Product Approval Submittal Affidavit
Opening Schedule Swing Doors, Overhead Doors, Sliding Doors,
Windows & Skylights
Opening
Type
NOA/FL
NUMBER
Product
Model #
Manufacturer
Glass
Attachment method
TEST,
t;xfiation
Date
Design Pressure'
g
of Approved Tests
1.2.3
It-4
FLU 11499.2
Single Hung
Series 185
Min Windows
and doors
W rt tn�LMpn
/om"G eec�i carnet mid L�ocr's thereafter through PLT Buck onto solicd
filled CMU wall maintaining mn 2.5" edge distance m strict adherence
to tM radw t o ravel.
± 60 psf
16-0330.02
Overhead
Garage Door
Model 824/811
9'-4' max. width
IL'-O" max height
DA6
rate " X to eon>ate mt i u ee
U oe be vert.. 3/e' x L' l dta WLC Slasv enchoe at 8' o.c.
L26' as. esden meh at 4' adee dietanee. Install track to buck
m s/16 xI s/a ire ahead at scow m each bracket amKainne
en. a I.s" edr drtaiee - GC to %mcdo adhera, to prodiet approval
revde 1/IL' mhnut sealer an Paean, rims,
10-9-21
+ 50.0/-60.0 psf
FLU 16614.1
Fiberglass
ProB
Smooth P o/
Jeld=Wen
Elco 1/4" ca. tapcon with min 1.25" embedment at 3" max
from cornea and n.5' o.c. max thereafter m head and iambs.
+ 50.0 PSF
C
FLU 15332.2
Sliding Glass
Door
Series 420
Mi Windows
and doors
L i. x ycons i. penetqraGon at L max
ram sac corner end o.c. ee Jw"I'le row thereafter through
PT Buck into solid filled CMU wall maintaining min 2.5' edge distance
in strict adherence to the rodu:t approval.
+ 48.2 PSF
-
Product
NOAA R
Model #
Manufacturer
Attachment Method
TEST
Ex iration
tteo
Deof sign
pproved sure
Tests
Mullions
FLU 15353.8
CM-18531
vertical mullion
MI Windows
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) 410 x 1.25"
ea f tapping straws per clip as shown in product approval.
+ 118.9 PSF
_
Roof
FL# 11451.12
SV Crimp
Metal g
and manufacturing
2L ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5"
ood screws with self sealing washer at 12' o.c. max s?acing over ASTM D
(type 2) 30 Ib 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 O ox. nt all laps and two staggered rows 12" o.c. in field. Attach
deck to trusses using attachment detail on roof plan
- 108.5 PSF
Siding
stucco on Block
Soffit
FLU 12198.3
Model Tall 12" vented
Vin I Soffit
y
Kagcan
Install using 2' x 2" battens at 6" o.c. screwed to soffit framing using
#8 x 3" wood screws at each truss. Install soffit to battens using
0.12" dia. x 1.5' Iona rino shamshamk n / diahead,
+55.0/-35.0 PSF
Hurricane
Panels
FI# 15016.2
24 Gauge
Storm Panels
Global Protec¢tion
Its LLG
Install using 1/2" dia. solid set lead anchors with 1/4" dia.-20 x 1.5"
long SS screw heed combo. with Neoprene washer at 12 I/2" o.c.
along the bottom and 13" o.c. at the top
-+ 45.0 PSF
I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record )
Yq�/qFa Fir °q<4
FzBV NFc�Y'`/F��NYC
/tH d, YIANSF
2" x 4" top plate
7gSONS O9k
TO m4T
base -board
Interior Non-Bearin
THESE PLANS
ANO
ARE SUBJECT TO AN LL PROPOSED WORK
REOuIRED BY FIELD INco RAECTIONS
MAYNECESSARyII
COMPLYWITNALLAPP
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12
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 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 9" o.c. at all laps and two staggered rows 12 o.c, in field. Attach
♦r,aax.a
5/8" thick x 8"w cut stucco on typical concrete
coral finished stucco bands block construction
READ' ELEVATION
CDNCfAGPDFASTfNE
Rs AR ANT RESPoNSBI(oRA�ACYO HMENTS
�CTpRQFRE ORDrHF
M
5/8" thick x 8"w cut'
coral finished stucco bands
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12
26 ga. 5v crimp metal roofing attached to plywood deck using 49 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 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 \
SCALE: 1/4" = 1'-0"
F11 ra riii-()
1/8" Thick cut coral stucco over paper
backed wire lath nailed to substrate through
one layer of 15 lb felt using Bid nails. Substrate
to be 19/32" CDX Plywood nailed at 4" o.c.
in field and edges with IOd ring shank galvanized
nails into truss webbing.
12
4 1 SLOPE_
1MiM-11IMMIi .. I it
LMI go,
Will
FRONT ELE VA71CN
SCANNED
BY
St Lucie County
ST. LUCIE CCA- BUILDIN41�VISION
REVIEWED FOR CO P NCE
REVIEWED
DATE
PLANS AND PERMIT MUST BE KEPT ON JOB
1/2" drywall ceiling on truss bottom cord SITE OR NO INSPECTION(S) WILL BE MADE
I/2" drywall on
x 4" studs at 16" O.C.
2" x 4" P.T. bottom plate
4" concrete slab with fibermesh OR
6"x6" #10/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
Partition
Braden t
Braden ,AIIA, PA
Architects
- Planners
411
S.E. Coconut Avenue
Tel :
(112) 281-8258
Fax :
C112) 281-8283
E-mail:
bradenaiOcomcast.net
Stuart. FL
34996 UAAC000032
ALL MANUFACNRES IABLES gH®WINfi
U FACTORS AND SHGC COMPLIANCE
WITH FBC ENERGRSOp WINDS
R UNTIL NSPECTiioNNS ARE APPROVED
nts
Wwnne Building Corp.
Spanish Lakes
St. Lucie County Florida
SCALE: 1/4" = 1'-0"
wsa
Z
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 Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading
Building Design is: Enclosed Risk Category: II Wind Velocity: 145 mph ultimate
Mean Roof Height: 11'-0" Roof Pitch: 4.12
Internal Pressure CoefTiC ent: t o.18
SubJectabrlitg to damage from: Weathering: Negligible Termites: Veru Heavu
Width of Roof End Zone: 3'-4" Wind Speed: 165 mph ultimate
Wind Exposure Classification: C 1.21 x 0.6 = 0.126 Adjustment factor for Exposure Height: ASD design
Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; O.6DL+0.61AL
Components i 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.+35.8/-38.1 psf
Wall Zone: 5. +35.8/-41.8 psf
Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 psf
Shear Walls Considered for Structure? Yes
Continuous Load Path Provided? ea
Are Components an Cladding Details Provided? Yes
Minimum Soil Bearing Pressure.2,500 psi, Presumptive: X By Test: psi
This Building Shall Have the Following:
APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER:
ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf
FLOOR LIVE LOAD: 45 psf FLOOR DEAD LOAD: 10 psf
JOB ADDRESS: \Q-'�L1c�
Model:
REAR
PORCH
LEFT
Date Drawn
5-9-11
Drawn by:
C.C.U.
Checked by:
D.R.B.
Revisions
TL2OO PTCH
E--] at Roof Zone I
Walls Zone 4
= Roof Zone 2
Walls Zone 5
END ZONE
® = Corner Zones
Roof Zone 3
Sheet Comm #
OF 5
35'-O"
FLOOR
CRASH POST DETAIL
TYPICAL NOTES: SCALE 1/4" N.T.S.
s
I. Contractor to verify ALL notes and dimensions prior to steel
high by 4' diameter
steel crash post. Floor
proceeding with work. Flange with 4 - 3/8"
2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolt3 into
3. ALL Lumber to be used as Beam, Rafters, etc.., to have slab (3/8"t 5D k51 steel plate)
a minimum 1,400 P.S.I. fiber stress. `
4. No dissimilar metals to touch.
S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete.
ALL Concrete used for vertical filled cells, Cont. tle beams etc.. to ° o'=
shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix Ra/e" 2
6. Drywall at ceilings shall be leveled and attached to bottom chord41,
of trusses with screws per FBC R�102.3.5. o o
1. ALL wood in contact with concrete shall be pressure treated. S. 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. %' 2/2 2/2 %'
12. Lowest finished floor to be set by Governing Building Department L"
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/opt 20 min. rated door
w.H. = Water Heater
15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1
I6. 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 comply
with F.B.C. R316 - see permit info box of code edition
18. Gyypsum board material shall conform to ASTM C36, C19, C41s, C514, C630, C931
C960, C1002, C104-1,C1111, C1118, C1218, C1395, or C1396 and shall be installed
according to the following: (FBC R102.3.5) Mas n1
I" x 6" P.T. Buck nailed to
block with case hardened nails
prior to door attachment
I=L"AN
Drywall
Thickness
Location
Orientation
Framing
Member
Max. spacing
of fasteners
Nail sizing options for
installation of drywall into
Spacing
Maximum
wood framingmembers
Nails
Screws
2" x min. thickness
Ceding
Perpendicular
24"
1"
12"
13ga 1 3/8" lloong with 19/64" head
O
0.098" diameter x 1 1/4" long
annular -ringed or 54 cooler nail
�2OR
0,080" dia. xx 1 5/8" long with
Walls
Either
16"
8'
1611
Direction
15/64" head
OR
Ggpsum board nail 0,081" dia.
x 15/8" with 9/32" head.
Ceiling
Perpendicular
24"
T,
12"
13ga 1 5/8" long with 19/64" head
OR
0.098" diameter x 1 3/8" long
annular -ringed or Ld cooler nail
OR
0.092" dia. xx 1 -1/8" long with
Walls
Either
IL"
g"
I6"
Direction
I/4" head
OR
Ggpsum board nail 0.0915" dia.
x 11/8" with 19/44" head.
19. ALL ceramic tile surfaces installed shall conform to ASTM A108J thru A108.6,
A108.1, A118.1, A118.3, AlU.1 and A137.1
20. Cement, fiber -cement or glass mat g psum backers in accordance luith ASTM
C1288, C1325, OR CII-18 and installed I.A.W. manufacturers recommendations shall
be used as backer for the wall tile in tub areas and wall panels in shower _areas.
21. Insulation including facings such as retarders or vapor permeable members installed
within floor -ceiling assemblies, roof -Gelling assemblies, wall, crawl spaces and attics
shall have a flame spread index not to exceed 25 with an accompanyingsmoke
STM E 84.
developed index not to exceed 450 when tested in accordance Withh fiA
Insulation shall comply with F.B.C. R316.
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12
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 Ib felt underlayment installed with min. 4' side laps and L" end
laps fastened with corrosion resistant tin caps and with 1.26" ring shank nails
s aced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach
dpeck to trusses using attachment detail on this sheet
Simpson HETA 20 or equal
hurricane anchor at each truss 12
with (10) IOd x I rtin Haile
( 24" o.c.) supporting Max. 4
1810lbs. uplift
Aluminum Drip
Edge t Fascia
2" x 6" Sub -Fascia
Kagcan full o vent viagl soffit installed
using 1/8" din shank x 15" long gals.
roofing nails with 3/8" dia. head per
product approval - see chart sheet ul
5/8" thick light textured
stucco on typical concrete
block construction
#5 bar vert. w/
30" overlap at each filled cell
Wood
Base
PRE-ENGINEERED TRUSSES
at 24"o.c. TYPICAL
(shop drawings by manufacturer)
"\R-30 blown fiberglass
in bottom chord of trusses
I/2" drywall with smooth finish
Two rows of beam block filled with concreta
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" drywall over I" x furringg
strips A w, o.c. with R4.1 fi-foil
insulation on typical 8" Block walls
_ All drywall to be installed per FBC R102.3.1
and shall meet all pertaining ASTM codes.
ao Mortar to be Type "M" only proportioned per FBC R401.1
and Mortar Jonts shall comply with FBC R601.2.1.
Provide Our-O-Dock at all wet areas (ex. showers, tubs etc...)
Fill cell with concrete and
(U #5 bar vert. (typical).
Max. spacing shall not exceed
48" unless otherwise noted
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
Grade
�I1�1��II1�1= �_ II IIIII��II�11
(-IIII �� IIIIIIII
III IIII II'- 14" x 14" Concrd" footing
14" with (2) #5 bars cunt. and 3*5
TYRICAL S�CT10N
transverse bars �t 46' o.c.
Scale : 1/2" = 1'-0"
Beam
Recess top plate 6"w x 3/8"d
for steel support angle
see detail on this sheet
Steel countertop support angle
Install L" from each end and _
one in center of counter.
see angle detail
1/2" drgwall
Counter top - verify type
with contractor
Base cabinet
2" x 8" wood studs
at IL" o.c.
2" x 8" PT wood plate
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 6" PT Buck
or wall
anew
us wood -crews thru ,lamb into buck
at each bingo 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 0 o.c. max.
from each corner and 20." o.c. max
thereafter at .lambs and 20" o.c. max.
Exterior face at head and all per product approval
of wall ----\ / \ Buck to be I" x 11" PT
�_ IIoc" P.T. Buck nailed to
ock with case hardened Wads
ii +ail a+ I l l i i^ A nl I I c boor to window 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
Use 3/W' 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 L" F.T. Buck nailed to
block with case hardened nails
Head prior to door attachment
fixed door
sliding door
n Masonry Wall
1 1/2°
Bottom Track -'
Sill
Sliding Docr Detall
At Masonry Wall NT�E
gpical Flooring
Install SGD thru buck into
block with VIC tap -con with
1 1/2" penetration at L" o.c. max.
from each corner and 20." o.c. max
thereafter at Jambs per product approval Jamb
Window Schedule
Mark I
Size
Rlough
Open.
Window Description
PRESSURE ZONE
4'-4 %a"
5
%"x 54Ya"
Single Hung
ZONE 4
2.
6'-2%a"x 5'-3 %"
1
" x 63 %;'
Single Hung
ZONE 4
3.
2'-2" x 3'-2%2"
2
%2"x 386V
Single Hung
ZONE 4
4_
3'-1" x 5'-3%"
3
" x 63'/4"
Single Hung
ZONE 4
ALL Windows to bel
nd mullions per elevations.
LL windows to withstand
ALL windows in bathrooms
A I rough opening dimension
wi h manufacturers specs p
aluminum windows w/ tint
pressures in permit info box on sheet I
to be tempered
to be verified by contractor
for to construction
Door Schedule
rk I
Size
IROUgh Opening
I Door Description
PRESSURE ZONE
9'-0.. X 1'-O"
I:OS" x 84"
Overhead Garage Door
ZONE 4
3'-0" X 6'-8"
r" 4" x 8304"
Fiberglass Panel - Inswing
ZONE 4
L'-O" X 6'-8"
Sliding Glass Door
ZONE 4
2'-0" X C-8"
jSolid Core - Wood - L-Panel-Bi-Fold Finished 24" x 81'/2"
2'-6" X 6'-8"
ISolid Core - Wood - 6-Panel
5'-0" X 6'-8"
Solid Core - Wood - 4-Panel - Bi-Fold
2'-8" x 4'-8" x 1 N"
Solid Core Wood, Steel. or Masonite Door
2'-8" X L'-8"
Solid Core - Wood - 6-Panel
2'-L" X C-8"
Solid Core - Wood - 4-Panel - Bi-Fold
LL Exterior door, to withstand pressures stated in permit info
)x on sheet #1
ARAGE DOOR SPECIIFIED IN PRODUCT APPROVAL FORM AND SHALL
THSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41
I rough opening dimensions to be verified bg contractor
h manufacturer a specs prior to construction
12"
3"
N
I
Verify attachment
hole location with GC
prior to fabrication
3/e" thick 6"
steel bracket
1 -T A
-8" I A 9'-0"
2'-8" 1 6'-4" I2'-8"
Total Cubic Ft = 14,024
9'-0" P
., l
FILU6
Square Footage Breakdown
Total A/C Space = 1,153 all. ft.
Covered Porch Total = 212 sq. ft.
Garage = 459 sq. ft.
Under Roof Total = 2,484 sq. ft.
C,VUN 1 MM 1Vi- �I�I"t li 7�C
Bra
raden Braden AIA, PA
VC fill-
Winne Building Corp.
MODEL:
Day Dl�wn :
Revisions :
Sheet
Comm #
Architects - Planners
411 S.E. Coconut Avenue
THE I I I j �I j, CJ O
`�
REAR
Drawn by:
I _ Up
Tel : (112) 281-8258
w I I +--�
PORCH
C.C.U.
Fax : (112) 287-8283
Spanish Lakes
LEFT
Checked by:
E-mail: bradenaia comcast.net
St. G.ucie County Florida
D.R.B.
OF 5
C+..�"+ CI 2dQ°IL ftAAf nnnn"A7
12" x 12" concrete column block filled
with concrete and (2) #1 bars vert. tied
I.
ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF 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. 3000 PSI
BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS
3.
POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS, NO
SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION.
I.
4
GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10
WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR
12.
BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL
(MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH
MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH.
5,
LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS
BEFORE FILL IS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND
MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF
13.
BUILDING CONSTRUCTION
6
TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB.
14.
T
GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND
DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE
15.
ATTENTION OF THE ARCHITECT.
16.
8.
GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER
FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR
IT
FCUND�470N FL/4N
SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY
FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS
DESIGN LOADS ARE ASI FOLLOWS:
ROOF (DL+LL) = 41 PSF
WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I
EXPOSURE ="C"
ALL REINFORCING STEE SHALL BE GRADE 40, MEETING ASTM A-16, &
A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL.
ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR
BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO 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: 3"
BEAMS: 1-1/2"
LAP ALL REINFORCING ITEEL A MINIMUM OF 48 BAR DIAMETERS.
USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI
ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000
PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE.
ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING.
I. 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
1. Verify 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 side of openings upp to 5'-11" Wide.
Provide (2) filled cells on each side of openings from 6'—O" to 91-11"
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-301 steel.
`l. Provide a minimum of 3" concrete protection at footings and
1-1/2" concrete protection at beams for ALL reinfor--ing bars.
tt5 bar Vert. w/
30" overlap —
at each filled cell
s ip
TYPICAL
TIONS
4" concrete slab with fibermesh OR
6"x6' #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
I�
TYPICAL FOOTIN
�11111,
14% x 14"d concrete monolithic
'footing with (2) 45 bars cont.
DETAIL
J bC.HL=I-
4" concrete slab with fibermesh OR
6 x6 1*10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
#5 bar cont.
.o
s
10" (2) #5 bars cont, bottom steel
12"
DETAIL AT 6" GARAGE STEPDOWN
12" x 12" concrete column
block filled with concrete
and (2) #-1 bars vert. tied
into lintels above
Top of I
IL" below
SCALE 1/2" = I'-O"
Verifg house slab
height in field
Thicken edge to 8"x8"
with concrete and
one #5 bar continuous
GRADE
SCALE: 114" = 1'-0"
FOOTING
SCHEDULE
Mark
Size
Description
FI
14"W
x 14"D
MONOLITHIC FOOTING
WITH 2 tt5 BARS CONTINUOUS
F
1211W
X 14"D
MONOLITHIC FOOTING
— 6" STEP DETAIL ON THIS SHEET
30"
x 3o" x 16"D
COLUMN FOOTING WITH (4) 45 BARS EACH WAY
F4
8"W
x 8"D
THICKEN SLAB EDGE
WITH I #5 BAR CONTINUOUS
FS
14"W
With
x 14"D
Curb at Garage
MONOLITHIC FOOTING
WITH 2 tt5 BARS CONTINUOUS — CURB H 0'-0"
F6
1211W
x 18"0
MONOLITHIC FOOTING
— 6" STEP DETAIL ON THIS SHEET
4" concrete slab with fibe
6 xb" 3*10/10 WWM on 10 mil
clean compacted termite t
PORCH SLAB EDGE DETAIL
tt5 bar vert. w/
30" overlap
at each filled cell
Adjust curb height
based on gar. floor
slope.
tt5 bar in curb \
�I
__ _
— ma _
30"x30"x16" concrete
column footing with (4)
45 bars each way
SCALE 1/2" = I'-U"
F5
SCALE 1/2" = I'-
E TYPICAL
:CTIONS
i OR
queen over
-d fill
4" concrete slab with fibermesh OR
6"xb" #10/10 WWM on 10 and Visquelen over
clean compacted termite treated jfill
O'-O" @ F.F.
I— 14 w x 14"d concrete m nolithic
footI ng with (2) 45 bare Cont.
14"
GARAGE CURB DETAIL
J SCALE 1/2" = I'-
4" concrete slab with fibermesh OR
6"x6" 410/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
#5 bar cont.
10"
12"
DETAIL AT 9" GARAGE STEPDO N
Termite fi rotection 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 6" PT wood secured with \
3/8"dia. x 6" 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
1*5 From Footing To Beam Each. Filled Cell Masonry Column With One
Conc. Fill To Be 3000 PSI
See Floor Plan For Location 45 From Footing To Tie Beam
Double Filled Cell Column
Conc, Fill To Be 3000 PSI
See Floor Plan For Location
Singe Filled Cell Column
8'-IOY2" 2" 8'_102"
S12"
\1�
- '--I
FI
T•
�� Filled cell
under I
I
V
lJ girder above
O I FI
I
0
p Rear Porch Slab to
FI
�I
—
p
11�1
W be poured separatelg
I
Q from House Slab.
o Iry
6
o
I
I
O I
Thicken rooting to
24"w 14"d I
0
x x 241-
under filled
cell
-
�E
0 ° Qm
under girder bearing.
_
r
_ _ _ _
FI
N _
— —
PI
;t n
~LLu)
I
Rear Patio/Slab to
be flush with bottom of
0
sliding door recess.
O
I
Slope I"
—i
I
i
I
—i
—i
FI
I
o
I
I
of
I
I
I
to
Ef
I
4" concrete slab
with fibermesh OR
�m
CxC 410/10 WWM
on 6 mil Visqueen over
I
HB.
U v U
IVv
I
clean compacted
termite treated fill
I
O
.
a.
I
u_
o
"�
I
o
F_
WASHER DRYER
I
FI
F—
to
of
I
i
l—i
i
I
i
°
I
I
I
o
of
I°
ID
O
cil
I
DW o o
I
,_
li
OI
I�
I
4" concrete slab with
fibermesh OR
Fl
6"x6 410/10 WWM on 6
and Visqueen over
clean compacted termite treated fill
I
nNROWAVE
oON-VENT
� 3
0PEKING
��J
24
I
I
I
a ---
A/C
# I
l]
See detail on 11th this sheet
I I
r_
I
IIW#/
I
I l
i gizl
I
t
�I I
2
JI
LU I
I
I�
O I
FI
°
O
Meter
I
V7
6
a
and (panel
o
— — •� — —
, — —
— — — — —
E
— — —
either aide of
Ouse field verify
I
I
O to
service location
O
in
o
f
I
4" st p l
O
I
01
ILLN
I
o
I
I
I -
o
z
j-
-;
I
6
I
I
I
--
— — — — — —- O
me O t——
———— —
— — — —J
O
1.5" Recess for O 00
— — 00 E_ 1.5"
Recess
for IE)l JBICA
Garage Door
;n
Garage oor
J
'Y'
2'-8"
9'-0"
T-8"
35'—O"
NTS
NTS
Braden it
Braden AIA, FA
l�ynne
Building Corp.
MODEL:
steel Architects
- Planners
REARS.E.
Coconut Avenue
T H E
W I N D S O R
Telel
(��2) 28�-8258
P O R C H
Fax
: (7712) 28�1-8283
Spanish Lakes
LEFT
E-mail:
bradenaia comcast. net
St. Lucie
County Florida
Stuart. FL
S4996 UAAC000032
FILE CQP
Date Drawn Revisions Sheet
5-9-I1 Comm #
Drawn by;
C.C., IS-1S8
Checked by:
D.R.S. 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" CDX Plywood
4. Use nails or screws based on pressure for roof stated
in permit info box on these plans for zone 3
Keu
Area
Edge
Field
Fastener
Pressure
Zone I
6"
6"
8d ring shank
45 psf
Zone 2
4"
6"
8d ring shank
%psf
Zone 3
4"
4"
Bid ring shank
8-of par
** Zone 3a
Lot6"
#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
Concrete
/ Lintel
Column
Verify with Plan
to Lintel
Provide 45 bars with min. 48 bar Provide #5 bar set in
diameters overlap into beam. Tie lintel into beam where le
filled cell steel into continuous beam block steel. the opening calls for it.
Provide Cast -Crete — �1 F
8U8-OB/OT precastlintel set in mortar _ �.'
Min. 8" Bearing - - r -- -1-- LL-
12 "x 12"
Column Block
�#1
Rebar
Provide PT Buck
attached per ,lamb
letails into filled c,
4" Pre -cast
Sill
cast ROOF FLAN Scale : 1/2" = 1'-0"
of — Overhangs at 1'-0" unless otherwise noted on this sheet
— Roof pitch at -4:12 unless otherwise noted on this sheet
— Truss shop drawings to be provided by manufacturer
— Any changes to this plan shall be submitted to the
architect for approval In writing prior to starting construction.
ALL TRUSS TO TRUSS CONNECTIONS BY r
TRUSS MANUFACTURER
Architect to review Truss Shop Drawings Prior
to construction for layout and uplift verification
Filled Cell _ Contractor to provide for Form Board Survey and to provide
Form Board Survey to Truss Company prior to truss construction
1 #5 bars with min. 48 bar
rs overlap in filled cell. Tie
ell steel into continuous
steel.
' Poured Cor
concrete b
Concrete Footing
(see footer schedule
_— —,�
' r for exact sizes)
DETAIL AT WINDOW OPENIN IN
CBS WALL Scale: 1/2" = I'-o"
SINGLE PLY REAR GIRDER TRUSS
Nail 2" x 4' bill kinky to vert, leg of
trues with IOd 1.5 nails at 4" o.c.
Install Simpson IGT into wall using
5/8" dia. three led rod set min. 12'
into wet beam and (22) IOd nails into truss
46 Bar Dia. TRUSS BLOCKING DETAIL
Min. Overlap AT GIRDER STRAPPING
AT CENTER BEARING POINT
�4ttac�lment
1,1211111190
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 19/32' 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 #11651.12
26 ga. Sv crimp metel 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 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
45 beta ,
CLEAR
Lintel
Length
Bar
Length
Clear
Span
u u
A
Bars
" If
B
Bars
'-6"
2,#3
2'-0"
2'-8"
none
2'-2"
2 #3
none
`----' s----� `----'
8F8-OS/IT 8F8-IB/IT BPS-IB/2T
Additional
4'-0"
3'-10"
2'-B"
2,43
none
- tt5 bars
CLEAR }:'J%;�f_`�w.',:
4'-6"
4'-4"
3'-2"
2,#3
none
•'}' One Row of "H" = '•;:;
"''
Block Above •' + i
5'-41,
5'-2"
4"0"
2 u3
none
'
5'-101,
5'-8"
4'-6"
2 44
none
r 'ry Precast Lintel
i Additional i
6'-6"
6'-4"
5'-4"
2,44
none
i%',, tt5 bare `�, i
2.#5
none
BFIL-IB/iT BFI4-IB/2T
8'-4"
7'-10"
T-O"
2,#5
none
NOTES:
I. min. coverage of steel=1.5"
2
3. standard for reinf. steel=ASTM A415
TYPICAL LINTEL SECTION
( PRECAST CONCRETE )
LINTEL SCHEDULE
Mark
Window
or Door
Unit
Wldth
Lintel
Size
Cast -Crete
Specification
Rows of
"Hit Block
Above
Bottom
Steel
Size
Top
Steel
$12Q
Max.
Gravity
Load
(PLIO)
Max
Uplift
Load
(PLF)
Max
Lateral
Load
(PLF)
L22
2'-2"
3'-L"
8F8-OB/IT
1
#5
300
15149
1024
Lai
2'-V
T-8"
4'-0"
8F8-OB/IT
I
tt5
25LI
13L3
143
L45
I 4'-5"
5'-10"
8F8-OBAT
I
#5
1105
909
339
L50
5'-0"
L'-0
8128-OBAT
1
#5
1238
035
121
LLO
6'-8"
T-0
SF8-05/IT
1
#5
1011
121
534
LBO
W-O"
T-4"
SF8-IB/2T
1
#5
2
#5
152
591
512
L90
T-O"
10'-6"
SF8-IB/2T
1
#5
2
#5
643
530
401
L90B
T-O"
lo'-L"
BFIL-IB/2T
ONE
1
tt5
2
#5
I533
1183
401
LI00
10'-0'
II'-4"
BPS-IS/2T
I
#5
2
45
582
494
452
LIOOB
10'-0'
ll'-4"
BFIL-I5/2T
ONE
1
#5
2
#5
1346
1028
452
L120
12'-0"
13'-4"
BF8-IB/2T
I
tt5
2
#5
4�1
428
324
L120B
IT-O"
13'-4"
BFIL-IB/2T
ONE
1
#5
2
tt5
1076
1-10
324
LI40
W-O"
15'-4"
BFI4-8/2T
ONE
1
#5
2
#5
1250
1.09
259
1_I60 IL'-O" IT-4" BPS-IB/2T 1 #5 2 tt5 300 192 1 194
LILOB IL'-O" IT-4" SPI4-IS/2T ONE I 1 tt5 2 tt5 950 1 500 194
- ALL LINTELS SHALL BE MADE BY CAST-CRETE.
- LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE
- REFER TO CAST-CRETE CATALOG FOR ALL INFORMATIO14 REGARDING
LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ.
REQUIREMENTS
- LINTELS OVER 1+-0" LONG ARE TO BE PRESTRESSED.
Simpson HETA 20 or equal 4
hurricane anchor at each truss
with (10) IOd x 1 1/2" nails
( 24" o.c.) supporting Max.
18101bs. uplift
Aluminum Drip -r
Edge t Fascia
12"
2" x L" Sub-Fasci
Kaycan full o vent vingl soffit installed
uang 1/8' die shank x 15" long gals.
railing nails with 3/8" dia. head per
product approval - see chart sheet #1
12" x 12' concrete column
block filled with concrete
and (2) #1 bars vert. tied
into hntela above
thicken edge to 8"x8"
with concrete and
one 45 bar continuous
BEYOND
Top of Tooter
14" below finished floor
J
into
Aluminum Drip '
Edge t Fascia
Poured Concrete
concrete block u
Concrete i
Manufacture
chore Per
Specs
lax
Aluminum Panel
Saes per manufacturer
— see Typical Stud Detail
1/8' x 3/32" Wing Nut e/
appropriate washer and spacing
per manufacturer's Details
`w
G OLa'
094-
a
I
Stud Detail
Stud w/ Die Cast Zinc ere
Nickel Plated Wing Nut
v4•
Flush Mounted Shutter Detail
nts
Flash and Counter
flash
Nail ledger to
gable end truss
with (2) 10d I
at each web
hi -rib lath
vertical wood
a to provide
:ration into
3/4" penetration
members
5/8" thick light textured
stucco on typical 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.
per foundation plan -
per foundation plan
7777
Wocd
Base
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 TRUSSES
> e 24"o.c. TYPICAL
( shop drawings by manufacturer )
"\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) #5 bar cont. in each row. Substitute
precast lintel filled with concrete and (U #5
bar cont. for bottom row over openings
1/2" drgwall over I" x furringg
strips at 16" o.c. with R4.1 PI -foil
nsulation on typical 8" Block walls
All drywall to be installed per FBC R102.3.1
and shall meet all pertaining ASTM codes.
o Mortar to be Type "M" only proportioned per FBC R601.1
and Mortar joints shall comply with FBC RLO1.21
Provide Dur-O-Rock at all wet areas (ex. showers, tube etc...)
Fill cell with concrete and
() 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
VxL" 410/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
R do
Strap trues to wall using Simpson MGT with
5/8" dia. threaded rod with min 12" embedment
into beam either wet set or in epoxy with
(22) IOd nails into truss. Add blocking to
truss leg per detail on this sheet-,,
Simpson HETA 20
hurricane anchor at each truss
ETA 20 24 o.c.) supporting Max.
�1810 lbs. ublift
L90B
100B
BI
(00
BI
o
BI
0
N
L90B
O
I
Q
W
B1 '
BI
?H.
".
L4 B1 I
I
4 OPzz�
19, I
B1
ra
O
B
BI L22
N
I— AULT�ED EA
LU
ra
T
<L45
I >
E
8'-61'
BI
12
B Q�
SLOPE 4
z I
;
W N
BI L31
Coast uppl
nil
FG 5v Crimp Metal roofing FL 411651.12
/IGulf
6 ga. 5 trim me
al r
ofing attached to plywood deck using #9 x 1.5"ood
sc wa w se
f seelung_washer
at 12" o.c. max spa over ASTM D
2"
I laps asten d with
orr
on resistant tin caps and with 1.25" ring shank nails
s ed 6" o.c. at a I
p
and two etaggered rows 12" o.c. in field. Attach
H
ck t trusses usi
at
ac in nt detail on this sheet
Nt-
rY
Q
22" x 54" it 1
O 7
h
I Attic Access I
\
with light
W
_
7 7—
I
12 1 I L31
I
I
4 SLOPE
8' o" MAx
48„
I
I I
I
IODD SPACE
L22 BI
BI
BI L22
U1
I
N
TA
BI BI
BI
BI
BI
L90
LLO
L90B
Provide downspout
Wwnne Building Corp.
Spanish Lakes
St. Lucie County Florida
L
s-i
x
a7
OU
rn
N (
o°
Z�
CL
a
O
L
LI
N
=�
a
Q
C U
1l
O16
U
00
E
OD
_
(T)
ki
N
c=
`nclr �v� t'iClfi LV
Provide for gutter Slmpson HETA 20
hurricane anchor at each truss Provide downspout
( 24" o.c.) supporting Max.
1810 lbs. uplift C
�
1�
MODEL:
REAR
PORCH
LEFT
Date Drawn
b-9-17
Drawn bg:
c.c.u.
Checked by:
D.R.B.
Revisions
Sheet Comm #
OF 6
PANEL
"A"
Poles
BR
Load
Wire
Description
circ#
circ#
Description
Wire
Load
BR
Poles
2
40
T.o kw
#e
A/C comp
1
2
AHU
#10
3.5 kw
30
2
3
q
2
30
4.5 kw
#10
40 gal. water HTR
5
(1
Range
U.
12.0 kw
50
2
I
B
1
20
1.8 kw
#12
Pump
9
10
Orgar
#10
5.0 kw
30
2
II
12
1
20
1.5 kw
#12
13
14
Dishwasher
#12
1.2 kw
20
1
1
20
1.5 kw
#12
Microwave
15
If.
Refrigerator
#12
1.2 kw
20
1
1
20
1.5 kw
#12
Kitchen S.A.C.
rl
Is
Recepts
412
20
1
1
20
1.5 kw
#12
Kitchen S.A.C.
19
20
Recepts
$12
-
20
1
1
20
L2 kw
#12
Clothes Washer
21
22
Recepts
#12
-
20
1
I
20
0.81 kw
#12
Garage Door Opener
23
24
Recepts
#12
-
20
1
1
20
1.4 kw
#12
25
24
Recepts
912
-
20
1
1
20
1.92 kw
#12
21
28
Recepts
912
20
1
I
IS
#14
General Lighting
29
30
Recepts
#12
20
1
-
1
15
#Iq
General Lighting
31
32
Recepts
#12
20
1
1
15
#14
General Lighting
33
34
Exterior GFCI
#12
20
1
1
15
#N
General Lighting
35
36
Bathroom GFI
#12
-
20
1
I
20
412
Smoke Detectors
31
38
General Lighting
#14
15
1
1
20
#12
Bathroom GFI
39
10
General Lighting
914
15
1
5 are
41
q2
spar
PANEL "A" LOAD CALCULATION SHEET
Load Description
Qt .
Watts
Total(Watts)
General Lighting (3. watts sq. ft.)
Smell, .A.ppliance, Circwt(s).......... ........ .............
Range ..
Refrigerator ....... ..... ......... ... ....
Microwave.....................................................
Dish Washer
Clothes..Washer..............................................
Clothes_ .Dryer ...............................................
Water Heater
WaterPump..................................................
Garage Door,Opener.......................................
I135
3
5,205
2
1,500
3,000
1
12,000
12,000
1
1,200
1,200
1
1,500
1,500
1
1,200
1,200
1
1,200
1,200
I
5,000
5,000
1
4,500
4,500
1
1,800
1,800
I
810
810
Total Watts
31,415
First 10000 Watts 9100%
1
10,000
10,000
Remainder 21,415 e40%
1
O
10,944
Electric Heat or A/C 10,000 945%
1
10,000
10,000
Calculated Load
Watts
30,9L6
Voltage
240
Calculated Wattage Divided by Voltage = Total Amps L129.03
Panel Size Required = 150 Amps
Electrical S mbol Legend
$
Single Pole Switch
®
Recessed Can Light
S,
Double Pole Switch
®
Eyeball Recessed
Ps
Push Button Switch
Exhaust Fan
Duplex Outlet
¢
Ceiling Mounted Light
Special Receptacle
O-
Wall Mounted Light
==8I
Waterproof, ground fault interrupter
Light with Pull Chain (attic)
®
Floor Duplex Outlet
©
Computer Connection Jack
FEml
Carbon Monoxide Detector
Flood Light
TQ
Thermostat
®
Electrical Panel
®
Central Vac
rEE�
Electrical Meter
®
Smoke Detector
Ceiling fan
©
Television Jack
Telephone Jack
,C DISC
A/C Disconnect
®
1 x 4 Florescent Light
®
2 x 4 Florescent Light
SPKR
Speaker Hook -Up
Intercom J
= JUNCTION BOX TO SUPPORT A FAN
O = 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.
5. ALL bath and kitchen receptacles to be GFI protected.
6. ALL exterior outlets to be WP/GFI protected.
1. Recessed cans to be installed per NFPA requirements.
8. AFCI receptacles are required in all rooms except
Kitchen, Bathrooms, and Garage.
9. A/C Return Air Balance Must comply w/ FBC RM1602
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, 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.
I6. 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.
1-1. 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 telephone comoan4.
3 TON
SEE MANUAL
"J" and Energy
Calculation
for Unit info
AiC
#2/0 Aluminum feed
1'/2" Conduit
2' PVC
A/C disc.
ISO
MMP
B
PANEL
2' rigid service FPL toa IISscont�YeDari in slab
ELECTRICAL RISER
- Contractor shall use AL-CU Landing lugs. NTS L-
- Contractor shall torque lugs I.A.W.
manufacturers recommendations which
shall be verified prior to construction
19, The electrical system shall be completely and effectively
grounded as required by 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 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
PORCH
141 CFM
IOxlOxl
GREAT
141 CFM
IOxlOxl
DINING
ROOM
I
I
DW I °
14-1 CFM
IOxIOx1
-••
12xl2x10
12"
124 CFM
IOXIO"
/MASTER
BEDROOM
B/A 124 CFM
r-" IOxIOX4
l-J
0_1
I//I
121�x10
B/A
9 xC M
:LOSET
5HERS 50xCFM
4DRYER I
LAUNDRY
�G CFM
-' 8x4x4
r 1 a�2xl2x8
�i/J B/A
-- Ill CFM
" 12xbxl
SECOND
12-1 oxoX4 I I BEDROOM
KITI" CHEN IG
MICROWAVE
NON -VENT REF. :20 20
O 38" CLEAR T rl;F, I I
L - - - - OPENING ! `
�i 12B/A
P� i l4"
4" � Steel Ballard
I
THIRD
See detail on this
sheet
I
00,
BEDROOM
Lu-
n
22" x 54'
I / i
100 CFM
Attic Access I
I D = 1
IOxbxG
L
-with light
- J
I Q
ex4
48 Cx4FCF-tl
GARAGE
r------------------i
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
150 Amp
Panel
GOLF CART I
GARAGE
I
I
I
I
I
I
I
I
I
MF.CH/4NIC/4L L/4YOUT
O=THERMOSTAT LOCATION SCALE: 114 " - 1'- O "
Braden It
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
3499L UAAC000032
PORCH
/ WP GFCI
u (Ill I i
I
I M
I M O
I
I
I I �--
I I /
GREAT! ROOM
LOSET
Vent thru I \
- --soffit I \ o
\ !UJA47HER DRYER
I \
\ LAUNDRY
DINING I -\I
ROOM I ,
M
M
i I
MASTER
BEDROOM
PANTRY
GF I
\
- - - - -
GFGI
1
WP GFCI GFCI ; { I T CIH E _
Install oulet I i
under disc. N I c3
not shocla it
for 0 GFCI \ meRRouuauE - I 64
y iNON-VENT REF. \
U O 38' CLEAR
Q L - OPENIN \
GFCI GFCI - A_ - -
GFc \
A/C W.H. - a
#I 4"4 Steel Ballard /
See detail on this sheet I /
r -
r 22" x 54" 1
Attic Access
1
I/
mthyghf m
L
C
/ I
I
/
I
OPTIONAL PANEL
LOCATION /
I �Jq
I\ SECOND
I`�EDROOM
1
1
THIRD
' s---BEDROOM
\ \
I \
GARAGE / ` \
/ _ f1 rcdb
GFCI F \
/ tighht. \ 1 � GO Amp
to corner Panel
GFCI / \ / GFCI
r--------®=------� \ T� _ _ ®--------i
Garage \ Garage
Door r4' I Door I
Opener \ ° I Opener
\\ I GOLF CART;
Wire For I I 1 I GARAGE 1
Front Post i i I i i G
Light I I to garage ights GFCI I I
I I � I I
--I--�
Winne BUllding Corp.
T HE WINDSOR
Spanish Lakes
St. Lucie County Florida
47
WP GFCI
---- ELECTRICAL'LAN
(1)Post Light with
Photo cell SCALE: 1/4" = 1'-0"
Center Post Light
between driveways
MODEL:
REAR
PORCH
LEFT
Attic Ventinci Calculations
Total Attic Space = 2101 sq. ft.
FBC 2309.1
Venting Ratio 1/150 = 18.00 sq. ft. required
Provide A Continuous Vented Soffit
Date Drawn Revisions
5-9-11
Drawn by:
C.C.U.
Checked by:
D.R.B.
Sheet
E - 1
OF 5
Comm u
IS-IS8