HomeMy WebLinkAboutbuilding planGulf Coast Supply and MFG v Crimp Metal roofing FL 411451,12
26 ga. 5v crimp metal roofing attached to plywood deck using #q x 1.5"
wood screws with self sealing asher at 12" o.c. max spacing over ASTM D
(type 2) 30 lb felt underlaym nt installed with min, side laps and 6" end
laps fastened with corrosion resistant tin caps and with 5" ring shank nails
spaced 6 o.c. at all laps and two staggered rows 12" o,c. n field. Attach
deck to trusses using attachment detail on this sheet
5/8" thick light textured
stucco on typical concrete
block construction
12
SLOPE 4
COVERED
3
OO PORCH
' 4 - - - - - - - - - - - - - _ - _ _ _ _
5/8" thick x 8"w cut Finish Columns with
coral finished stucco bands
5/8" thick cut coral
finished stucco bands
RIGHT ELEVATION
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #1145
26 ga. 5v crimp metal roofing attached to plywood deck using
wood screws with self sealing washer at 12" ox. max spacing o
(type 2) 30 lb felt underlayment installed with min. 4' side la
laps fastened with corrosion resistant Itin caps and with 1.25"
spaced L o.c. at all laps and two staggered rows 12" o.c. in
deck to trusses using attachment dettli on this sheet
12
4 SLOPE
2"
H. PE GRESS
3
0'-0" = Finished Floor
5/8" thick light extured
stucco on typical Concrete
block construction
LEFT ELEVATiON
010
etE5SN0�1G
UPES� GG� MUSj g
040 SNG GGG p PItN O
�ENrc BPS P� 09
d4L�Y'S _stS P�
7ERIIM'TIF TRFAT'MENT REQUIRED
GRESS
3
"83000 319VOIlddV Tit, H1IM A7d{y00
Ol t130li0 NI A8VSS303N 39 AVIy
1VH1 SFl0133dSNl 0131d AP 09k 1003M
SN011338803 ANV 01133NnS 3lld
NdOM 03SOdoa611V ONV SNnd 3S3H1
Product Approval Submittal Affidavit
Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights
Opening
Type
NOA/FL
NUMBER
Product
Model #
Manufacturer
Glass
ass
Attachment method
Ex�p Iration
Date
Design Pressure
of Approved Tests
1,2,3
1114
FLU 114g9.1
Impact
P
Single Hung
Series 185
Mi Windows
and doors
x gpcons mi p n t at1on et me
rom sec corner and L o.c. Lheree�ter throug� 4'f 6uck into sal'
filled CMU mall maintaining min 2.5" edge distance m strict edheren e
to the product approval.
± 60 of
p
A
I6-0330.02
Overhead
Garage Door
Model 824/811
T-11" max. width
16'-0" max height
DAB
x V 5TFto eenerete nt erg ce mth
OF%S�dexueYe i eiih nn. 1' edgeHdiLeece�naei track io 6u"ek
I sne' x 5/a' rill thread leg .ere%. in egg, Fhosack a so, &c.p
M.
inn. of 1.5' edge distance - GC to .tri,tW adhere to product app oval
r i /1 ' puielmat waphutr on r . of %
10-9-21
+ 50,0/-60.0 psf
B
FL# 166"14.1
Fiberglass
Desi n Pro/
smooth Pro
Jeld-Wen
Elco 1/4" die. tapcon with min 1.25" embedment at 3" max
from corners and ITS" o.c. max, thereafter in head and jamb
.
+ 50.0 PSF
C
FLU 14133.1
Sliding Glass
Impact Door
p
Series 420
MI Windows
and doors
L iq. x coon m1rr11�� pans},�anon at ma
ran each corner and o.c. a daaCle row thereafter throng
PT Buck into solid filled CMU wall mamtaimng min 2.5" edge disten
in strict adherence to the roduct a royal.
e
+ 48.2 PSF
-
Product
NOA/FL
NUMBER
Model #
Manufacturer
Attachment Method
T�
ExSpT tion
Date
Design Pressure
of Approved Tests
Mullions
FLU 15353.2
S164
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"
self tapping screws per clip as shown in product approval.
+ II8.9 PSF
_
Roof
FLU 11651.12
5V Crimp
Metal Roofing
Gulf Coast Supply
and manufacturing
2L 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 underlagment installed with min. 4 side laps and L" end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
Taced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach
eck to trusses using attachment detail an roof plan
- 108.5 PSF
Siding
stucco on Block
Soffit
FLU 121g8.3
Model T4 12" vented
Vinyl Soffit
Kaycan
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 0,12" dia. x 1.5" Iona ring shank nails with 3/8 diato battens using,'
ea
+55.0/-35.0 PSF
Hurricane
Panels
FI# 150�6.2
24 Gauge
Storm Panels
Global Protection
Products LLC
Install using 1/2" dia, solid set lead anchors with 1/4" dia.-20 x 1.5"
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
I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record )
2" x 4" top plate
base -board
Aq tAlliflit
U Fq o ' OgES �CFS
RU� 0 �fNggG CO Z�CNQ
" cr°pD�avv�o
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL WILS1.12
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
O.H. -
2"
COVERED
PORCH
Ah 0'-0" = Finished Floor
Ob003
�o'1Sb�� 1 ebb
12"
H
5/8" thick x 8"w cut /
coral finished stucco bands
1/2" drywall ceiling on truss bottom cord
1/2" drywall on
2" x 4" studs at W' o.c.
2" x 4" P.T. bottom plate
12
4 1 SLOPE
SCANNE:
BY
St Lucie County
5/8" thick light textured
stucco on typical concrete
block construction
REAR ELEVATION
12
SLOPE 14
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" ac. at all laps and two staggered rows 12" o.c. in field. Attach
deck to trusses using attachment detail on this sheet
m
5/8" thick x 8"w cut
coral finished stucco bands
SCALE: 1/4" = 1'-0"
F1110E C�P�
1/8" 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" COX Plywood nailed at 6" o.c.
in field and edges with IOd ring shank galvanized
nails into truss webbing.
�u
�I�I I�f I[�I ICI +'�-"�' ICI IICOII ICI III
FRONT ELEVATION
ST. LUCIE COUNTY BUILDINGDIVISIONREVIEWED FOR COMPINEE
REVIEWED BY ` 4
DATE
PLANS AND PERMIT MUST BE KEPT
SITE OR NO INSPECTION(S) WILL BE MADE
\ 4" concrete slab with fibermesh OR
Cx6" #10/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
Interior Non -Searing Partition
nts
Braden t Braden AI A, FA Warne Building Corp.
Architects - Planners IIIIII I C
411 S.E. Coconut Avenue THE l�J i I �l �'", J
Tel : (112) 281-8258 D-/
Fax : (112) 281-8283 Spanish Lakes
E-mail: bradenalaacomcast. net St. Lucie Count/I Florida
Ca..�..r =1 -Idaa/ tr A A ennnn"AO J
SCALE: 1/4" = 1'-0"
0'-O" = i
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 Categorg: II Wind Velocity: IL5 mph ultimate
Mean Roof Height: II'-O" Roof Pitch: 4:12
Internal Pressure CoC�e i�ent: t o.is
Sublectabilitg to damage from: Weathering: Negligible Termites: Veru Heavu
Width of Roof End Zone. 3'-4" Wind Speed: I45 mph ultimate
Wind Exposure Classification: C 1.21 x O.6 = 0.12L
Adjustment factor for Exposure Height: ASO design
Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+O.LI3L
Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.4/-32.6 psf
Roof Zone: 2. +20.4/-51.0 psf
Roof Zone: 3. +20.4/-84.0 psf
Components t Cladding Wall End Zone Width: 3'-4"
Components It 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/-40.3Pef
Shear Walls Considered for Structure? Yes
Continuous Load Path Provided? Yes
Are Components an Cladding Detai s Provided? Yea
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: 3'11 psf ROOF DEAD LOAD: 10 psf
FLOOR LIVE LOAD: J_5 psf FLOOR DEAD LOAD: l0 psf
JOB ADDRESS: 44 ECUADOR QUAY
HIP RfjOP 2d2
TO Ld PITCH
= Roof Zone I
Walls Zone 4
EM = Roof Zone 2
Walls Zone 5
END ZONE
= Corner Zones
Roof Zone 3
Model: Date Drawn Revisions : Sheet Comm #
12-IS-II
REAR
Drawn by:
PORCH c.c.u. 11-218
RIGHT Checked by: B
D.R.B. OF 5
FLOOR
O FLAN
Recess top plate L"w x 3/8"d Counter top - verify type 35' O" i Y-t v / J ✓- /'t L7
f� q- for steel support angle with contractor
RASH POST D E T A i L see detail on this sheet 5'-3" 8'-10 i2" 12"
TYPICAL NOTES: SCALE 114" = I'-O" �2" �'-ly2"
N.T.S. 2
I. Contractor to verify ALL notes and dimensions prior to 36" high by 4" diameter
steel crash post. Floor Steel countertop support ang7
le
proceeding With work, g OO 00 OE 00 . ° ry
P 9 Flange with 4 - 3/8' Install L" from each and end Base cabinet11 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into one in center of counter. 0 EGRESS ° °
slab (3/8"t 50 ksi steel plate) see angle detail 12" x 12" Concrete column
3. ALL Lumber to be used as Beam, Rafters, etc.., to have 2" x 8" wood studs block filled with concrete and
a minimum IAOO P.S.I. fiber stress. L" 1/2" drywall et I` 13'-u" o (2) #1 bars vert. tied into
O lintels above
4. NO dissimilar metals t0 touch. 2%;' 2�" 2" x 8" PT wood plate Filled cell under
S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. r2" ;' e r - girder above PORCH
ALL Concrete used for vertical filled cells, cont. tie beams etc.. to ° WIRE LATH t STUCCO o
CEILING
shall be 3,000 F.S.I. concrete and/or 4,000 P.S.I. grout mix " <s e" 0t2�2`
KITCHEN ISLAND FRAMING DETAIL
6. Drywall at ceilings shall be leveled and attached to bottom chord O- 3' 9" IL'-(X
of trusses with screws per FBC R702.3.5. Attach buck to block wall with / 1/4" dia. Elco conc screws with min.M,4STEO Provide screen infill below
-!. ALL wood In contact with concrete shall be pressure treated. I I/4" penetration at is o.r max iv
I beams and between columns
8. ALL wall dimensions are nominal and not finished wall or stud dimensions. ,," 2" x46"mFTf from each ach corner thru BEDROOM 0
Exterior face - - 0
9. ALL plumbing fixtures to be low flow. or Well aria. �u= s'-o° A F F 00 EO E O EE
10. Contractor to Provide Drain at water heater in accordanceQ Flat ceiling I O
with the current edition of the Florida Plumbing Code. �N
#8 Wood screws thru,.jamb into buck 1
ll. Contractor to Provide a 2'-8" wide door at one bathroom for °
et each hinge and 15" o.c. max and
2/2 2/° Detail at Door prior to door attachment
handicap accessibility requirements. , „ , „
12. Lowest finished floor to be set bg Governing Building Department /' L" /' NTS N 1
surveyor t0 Set In field. INSTALL VULKEM BLOCK SEALANT Vanity to be O 1 O
13. Separation between residence and garage shall be per FBC R302.6 ON ALL JAMB, HEADER, AND tc-�
Y2"high
14. Door between garage and residence shall be 1-3/'4"t 20 min. rated door SILL BLOCK PRIOR TO BUCK E I
Rod fi Shelf _ 8'-O" to 9'-8" A.F.F.
INSTALLATION
_ T Vaulted Ceiling
W.H. = Water Heater Instalblocklwindows 3/ILhrtap-con ck nto'-4" 4" 7'-3- -t 19'-S"I "
1 1/2" penetration at V o.c. max. -
15. Wall and Ceilingshall have a flame -spread classification of not greater than 200 per FBC R 02.9.1 from each corner and 20." o.c. max
P thereafter
twill per andd 20" o.c.
.. approval
r
16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 Exterior face O On
1 r GREAT' 1 R O O M
17. All exposed attic insulation materials installed on attic floors sha11 have a critical radiant of wall lB�ck to be I" x 4" PT r J I
flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation Varies
materials exposed on the underside of the roof deck or on the attic walls shall comply LOS T I- I O
with F.B.C. R316 - see permit info box of code edition 1 I
18. Gyypsum board material shall conform to ASTM C36, C79, C475, CSI.4' C630, C931 r'x4° P.T. Buck nailed to H.B, H _ _ _ _ 1'-1" I �"�
C960, C1002, C1047,C1177, C1178, C1278, C1395, or C13U and shall be installed block with case hardened nails E Rod I shelf = N m Ln
according to the following: (FBC Rt02.3.5) Masonry Beam Detail at Windows prior to window attachment O I n
I" 6"PT B k I d t -
Drywall
Thickness
Location
Orientation
Framing
Member
Max. spacing
of fasteners
Nail imzmg options for
of drgwall into
Spacing
Maximum
installation
woad framingmembers
Nails
Screws
2" x min. thickness
Ceiling
Perpendicular
24"
7"
12"
13ga 1 3/8" lloong with 19/64" head
O
0.098" diameter x 1 1/4" long
/2
annular -ringed or 5d cooler nail
OR
Walls
Either
IC,
allI6"
s
0.080" di . xx 1 5/8" long with
Direction
15/64" head
OR
Gypsum board nail 0.086" dia.
x 15/8" with 9/32" head.
Ceiling
Perpendicular
24"
7"
12"
13ga 1 5/8" long with 19/64" head
OR
0.098" diameter x 1 3/8" long
annular -ringed or bd cooler nail
OR
Walls
Either
16"
all
16"
0.092" dia. xx 1 1/8" long with
Direction
1/4" head
OR
Ggpsum board nail 0.0915' dia.
x I .7 with 19/64" head.
x . . uc nat o
block with case hardened nails
prior to door attachme
Install SGD thru buck Into (� 32" DRYER ASHER
block with 3/I6" tap -con with WLn
t> 1 1/2" penetration at 6" o.c. max. LU E 0X1 from each corner and 20.' o.c. max `' S" ° LAUNDRY 9 I O
thereafter at head per product approval
Vaulted O
8'-O" to 9'-8" A.F.F. l
q 0 D Use penetration
tap -con with � I DINING N I G Iling
I I/2" penetration at 6" o.c. max. 0 I I V
from each corner and 20" o.c. max �� Vanity to be
thereafter at sill per product approval 18„ 42° 34 Y2"high
0 - counter tops to 3/8" thick steel E O
I" x L" P.T. Buck nailed to 9'-5" O " 5'-3" 11 ;1-overhang wall 1.5" I r
r 90
block with case hardened nails counter top supports
Head prior to door attachment eq. eq. counter tops to
E O 6 over ang wall 1.5"
fixed door E - - - -
°j cne
2'-R ° O
sliding door ® 4" - - ---- m
+41" high wall I DW i U
19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, n Masonry Wall ° °
A108.1, A118.1, A118.3, A136.1 and A137.1 2„ = SECOND 1 I
20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM E o BEDROOM I KITCHEN
I e
d C1288, C1325, OR C1178 and installe I.A.W. manufacturers recommendations shall Bottom Triack Typical Flooring = 8'-O" A F F 8'-O" tol9'-s" A.F.F., °
be used as backer for the wall tile in tub areas and wall panels in shower areas. Sill Install SGD thru buck into Flat Ceiling O 1 Vaulted ceiling m o
block with 3/I6" tap -con with
Upper cabinets to
21. Insulation Including facings such as retarders or vapor permeable members Installed I I/2" I extend over Ref.
penetration at 6" o.c. max.
within floor-ceilingassemblies, roof -ceilin assemblies, wall, crawl spaces and attics Sliding oor e t a l from each corner and 20." max I I
shall have a flamspread index not to exceed 25 with an accom an in smoke p p approval ❑ 1 MICRO NT
y g thereafter at Jambs per product a RER. NON-V NT
developed Index note to exceed �50 when tested m accordance P Ith ASTM E 84. At Masonry Wall NTS Jamb - 12'-s" 4" h" 38" CLEAR L - o - - J E H B
OPENING
Insulation shall comply with F.B.C. R316. - -
Window Schedule
OR-II Betts Insulation `r �
GulfCoastSupply and MFG Sv Crimp Metal roofing FL #11651,12 Mark Slae Rough Open. Window Descrl tlon PRESSURE ZONE O D THIRD � O �Provide W.H.26 a. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" E se Steel Ballard E
woo screws with self sealing washer at 12" o.c, max spacing over ASTM D 1. 4'-5Ye'xl4'-L%" 54r/a"x 54Ya' Single Hung ZONE 4 4• See detail on this sheet
(type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end BEDROOM
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails 2, C-2%a'x'; 5'-3 %a' 15" x L3 %;' Single Hung ZONE 4 J',
_
spaced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach s „ O l 22 x
deck to trusses using attachment detail on this sheet 3" 2'-2" x,3'-2/2' 21/2'x 3e% Single Hung ZONE 4 I " 4" I
4. 3'-I" x'-3%s" 38" x L3'/a' Single Hung ZONE 4 E O r I 1 ALwithlightes '" w-----IRV Flat Ceiling 8'-O" A.F.F.
IRV ALL Wind ws to be aluminum windows w/ tintFlat Ceiling
Simpson HETA 20 or equal nil mullions per elevations. O
hurricane anchor at each truss 12 2'-8" 4" with (10) 10d x 1 1/2' nails PRE-ENGINEERED TRUSSES LL windows to withstand pressures in permit info box on sheet 1 24" o.c.) su portin Max. at 24"o.c. TYPICAL18101be. uplift g 4 ALL windows in bathrooms to be tempered �!(shop drawings by manufacturer) 2n Block wall in OI`A I rough opehin� dimensions to be verified by contractor - EE E garage to bewi h manufacturers specs prior to construction struck blockProvide auto 3'-OAluminum Drip �R-30 blown fiberglass Door Seh dul 150 Amp closer E
Edge t Fascia in bottom chord of trusses Panel EMERGENCY EGRESS °
1/2" drywall with smooth finish Mark Size Rough Opening Door Description PRESSURE ZONE E r-----------------1 r------------- ---1 E
2" x 6" Sub -Fascia O I I I I
Two rows of beam block filled with concrete 9'-O" 1'-O" 108" x 84" Overhead Garage Door ZONE 4 3. I I E I I 3•
and (1) #5 bar cont. in each row. Substitute
Kaycan full o vent vinyl soffit installed precast lintel Filled with concrete and (1) #5 3'-0" V-8" 41"%4" x 83%" Fiberglass Panel - [mewing ZONE 4 p 1 I ° r E 1 1
using 1/8" dia shank x 1.5" long galv. bar coot. for bottom row over openings f,m b.t� - _ _
roo mg nods with 3/e" dia, hood per L'-O" L'-8" 14" x 81 /z' ,i r,"„, Sliding Glass Door ZONE 4 I GOLF CART;
° I I o
product approval - see chart sheet #1 1/2" drywall over 1" x furring
_
strips at 16" o.c. with R4.1 t`rfod 2'-0' X6'-8" Solid Core - Wood - L-Panel-$rPold Finished 24" x 81'/2" I I m I I
-insulation on typical 8" Block walls s- I GARAGE I I I o-
AII dr wall to be installed per FBC R102.3.1 2'-L" C-8" Solid Core - Wood - 6-Panel I 1 I 1
5/8" thick fight textured - y P 13'-O"
stucco on typical concrete ! and shall meet all pertaining ASTM codes. 5'-O" L'-8" Solid Core - Wood - 4-Panel - Bi-Fold I
block construction ao Mortar to be Type "M" onli proportioned per FBC R401.I
and Mortar Jonts shall comply with FBC R601.2.1. C 2'-8" x L'-e" x Is/," Solid Core Wood, Steel, or Maeonit, Door 1(-2jl(!Jl IL2jllE 00 19E Ell 19 1O
Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) 3"
2'-8" � L'-8" Solid Core -Wood - 4-Panel
#5 bar vert. w/ 2'-8" ® 9'-O" 2 -8" 6'-4" 2' e" 9'-O" ® 2' 8„
30" overlap FIII cell with concrete and 2'-6" L'-8" Solid Cora -Wood - L-Panel - Bi-Fold
at each filled cell (U #5 bar vert. (typicaU• Verify attachment
Max. spacing shall not exceed hole location with GC 35'-O"
48" unless otherwise noted wood see foundation plan notes for LLL Ext rior doors to withstand pressures stated in permit Info prior to fabrication
Base spacing at openings b x On Sh1 et #I steel bracket ` Square Rootage Breakdown
4" concrete slab with fibermesh OR GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL Total A/C Sp
ace = 1 753 S . ft.
6"xb" 3;1clear
coin c compacted
to 6 mil Vistreated
F over WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #I Total
clean compacted termite treated PIII / �,I� OPC= sq. f Covered Porch272 t
AI rough opening dimensions to be verified by contractor Garage = 459 sq. ft.
Grade - wl h manufacturer s specs prior to construction Under Roof Total = 2,�84 S ft.
• I I _I I __I I _ COUNTER TOP BRACKET DETAIL Total Cubic Ft = 14,02�f q
Braden t Braden AIA, P� MODEL: Date Drawn : Revisions : Sheet Comm #
'ill- Ij11 UJynne Building Corp.
Architects - Planners
II II -III 1111 - l4" x 14" Concrete footing 12-18-17
140 with d2) #5 bars Cont. and #5 "411 S.E. Coconut Avenue T III REAR Drawn by:
transverse bars at 48" O.C.Tel : (-1�12) 281-8258 THE E `'J (N D S O R PORCH C.c.u• 2, 17 - 218
C �I Fax : (772) 281-8283 44 EcuadorChecked b
`� I O I� OB E-mail: bradenaia8comcast.net Spanish LakesRIGHT 9: B
Scale : 1/2" = 1'-0" a+„A,.+ PI 7,Qo1A/_ ttannnnnnaI) St. Lucie County Florida D.1R.B. OF 5
am
STRUCTURAL
NOTES:
I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL
9.
SLOPE ALL PORCH
SLABS, COVERED WALK, ETC. AWAY
BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM
FROM HOUSE To
DRAINS (IF PROVIDED) PER PLANS
CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN
PROPER ENGINEERING DATA FOR DESIGN.
10.
DESIGN LOADS
ARE AS FOLLOWS:
2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 P51 AT 28 DAYS
ROOF (
= -4-1 PSF
ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI
WIND LOCI
TY =PER PERMIT INFO SOX ON SHEET #I
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.
II.
ALL REINFORCING
STEEL SHALL BE GRADE 60, MEETING ASTM A-I6, d
4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10
A-35 SPECIFIC
TIONS. ALL ANCHOR TO BE A - 301 STEEL.
WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR
MACHINE COMPACTED FILL
12-
ALL DOWELS, S
EEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR
BARRIER ON TERMITE TREATED, CLEAN
(MINIMUM DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH
BOLTS AND FRAMES
OPENINGS
SHALL BE IN PLACE PRIOR TO POURING CONCRETE.
AND SPECIAL FEATURES OMITTED ON THESE PLANS,
MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH.
BE
FOR
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
13.
MINIMUM CONCRETE
PROTECTION FOR REINFORCING BARS:
MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF
FOOTING:
"
BUILDING CONSTRUCTION
BEAMS: I -I
2"
6• TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB.
14.
LAP ALL REINF
RCING STEEL A MINIMUM OF 48 BAR DIAMETERS.
I. 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 1400 PSI
ATTENTION OF THE ARCHITECT.
16.
ALL STANDARD
LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000
8. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER
PSI OF NO.2 SOUTHERN
PINE, UNLESS NOTED OTHERWISE.
FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR
li.
ALL LUMBER IN
CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED.
FASTENERS TO HAVE MIN. G185 RATING.
FOUND/4
T
i O
N
F
L /
I N
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. Boll 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 I #S bar vert. at 48"
o.c. max. Provide (1) filled cell on each side of openings Upp to 5'—II" wid
Provide (2) filled cells on each side of openings from 6I—O" to q'—ll"
SCALE: 1/,4" = I'—O"
FOOTING
SCHEDULE
size
Description
FI
14"W
x 14"D
MONOLITHIC FOOTING
WITH 2 #5 BARS CONTINUOUS
IMark
F
12"W
X 14"D
MONOLITHIC FOOTING
- 6" STEP DETAIL ON THIS SHEET
F
30"
x 30" x 16"D
COLUMN FOOTING WITH (4) 45 BARS EACH WAY
F
8"W
x 8"D
THICKEN SLAB EDGE
WITH 1 #5 BAR CONTINUOUS
FS
14"W
With
x 14"D
Curb at Garage
MONOLITHIC FOOTING
WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0"
F6
12"W
X 1811D
MONOLITHIC FOOTING
- 6" STEP DETAIL ON THIS SHEET
and Provide (3) filled cells on each side Of Openings from 10'-O" and up
Contractor to see plans for any other condition used. Foundation walls
shall have filled cells at 2-4" 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-l6 and
A-35 specifications. ALL Anchors to be A-301 steel.
9. Provide a minimum of 3" concrete protection at footings and
1-1/2" concrete protection at beams for ALL reinforcing bars.
tt5 bar Vert. w/ Thicken edge to 8"x8"
30" overlap SEE TYPICAL with concrete and 4" concrete slab with fibermesh OR
at each filled cell ECTIONS one #5 bar continuous 6"x6" 1;10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
4" concrete slab with fibermesh OR GRADE
6"x4" #10/10 WWM on 10 and Visqueen over
clean compacted termite treated fill
GradeIIII—IIII
"
PORCH SLAB EDGE DE
IIII I IIII= 14"w x 14"d concrete monolithic
Footing with (2) tt5 bars cont. SCALE
3
14"
#5 bar Vert. w/
i TYPICAL FOOTING DETAIL 30" overlap
t inch Filled cell
AiL
1/2"
SCALE 1/2" = I'-O"
a e
SEE TYPICAL
ECTIONS
4" concrete
slab with
fibermesh OR
Adjust curb height
6"xb" ftl0/10
WWM on
10 mil Visqueen over
based on gar. floor
4" concrete slab
with fibermesh OR
clean compacted
termite treated fell
slope.
6"x6" 410/10 WWM
clean compacted
on 10 and Visqueen over
t lermite treated fill
#5 bar Cont.
45 bar in curb
0-0" a F.F.
Grade
a
Q.
0Ea,I
lit
(2) #5 bars Cont. bottom steel
14'w x
I "d concrete monolithic
10"
—1
III
—III footing
With (2) #5 bars cont.
12"
14„
Z DETAIL
AT 6"
GARAGE STEPDOWN
SCALE 1/2" = I'—o"
GARAGE
CURB DETAIL
12" x 12" concrete column
block filled with concrete
and (2) #1 bars Vert. tied
into lintels above
Top of Tooter
16" below finished floor
,,a i
F301,
�
COLUMN FOOTING DETAIL
SCALE 1/2" = I' -
SCALE: 1/2" = 1'-0"
4" concrete slab with fibermesh O
6"x6" 1*10/10 WWM on 10 mil Visqu en over
clean compacted termite treated fi I
#5 bar cont.
/1
.e 6
m
101, (2) U5 bars cont, bottom steel
12°
DETAIL AT 9" GARAGE STEPDOWN
SCALE 1/2" = I'-O"
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
termlcide 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
45 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
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
Double Filled Cell Column Single Filled Cell Column
NTS NTS
0
I
r
I:"
r — — — — — — I
12" x 12" concrete column block filled
I I with concrete and (2) #7 bars Vert. tied
into lintels above
8'-10%2" 12"
10'-O"
0011 � 1 � 11 � 00 007 ----- f --- °
°
-------- i JD
FI I Filled cell under
24" I r girder above
Rear Porch Slab to O - p4
PI r J
be poured separately 1
W
I
I
C
0
from House Slab. O
ILIL
i
I
Thicken footing t�
Iunder
�CCI,))"w
24 x 14"d x 24L
filled cell
I under girder bearing.
OO
a
,+ �� ❑
2
�2
I L-
PI
`�
PI
❑
1
Rear Patio/Slab to
be flush with bottom of
sliding door recess.
Slope 1"
I ❑
°
I
I
I
r-
I'
FI �_
I
Io
I
Io
\ 4" concrete slab with fibermesh OR
CxC 410/10 WWM on 6 mil Visqueen over I q"�
clean compacted termite treated fill I e
ndv m
0
DRYER ASHER
�I
�I
.I
-i
I
I
�I
FI 4" concrete slab with fibermesh OR
6"xb" #10/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
_---,
o
p
1 Dw
I
m
o
0
0
10
REF.
38' CLEAR
OPENING
I _ _
I 5.5" Ste
I I
Io
I
MICROWAVE
NON -VENT I O
o O
W.H.
4"0 Steel Ballard 0
See detail on this sheet
I I
F\#>1 I
L
A/c I
I
❑ I FI
that side of m F6 —
field verif L
ce location 00 O
tl
.5" Ste
i IN
I o F5 w
❑ in CL
T ° ep 7 N
oI 13'-0„ O p
CL
I
00 O 1.5" Recess for O 00
Garage oor 14,
2' 8'
5" Step
ID w I
I 0 I
I � F51
ti `) I
)I I
I li
I II
II�
IFS I F
I
:a�
F5
-- — — — — — — — — J7 O 1.5" Recess for 177707
16" Garage Door
Braden I Braden AIA, PA
Wynne Building Corp.
MODEL:
Date Drawn
Revisions
Architects - Planners
411 S.E. Coconut Avenu#
THE I I I I j`\I D
O R
REAR
12-18-11
Drawn by:
Tel : (112) 28-1-8258
w I `t -- `C�
PORCH
c,c.u.
Spanish Lakes .44 Ecuador
Fax (112) 281-8283
RIGHT
Checked by:
E-mail: bradenaia8comcast.net
St. Lucie County Florida
D.R.B.
Stuart- FL 34996 #AAC000032
Sheet
3"
OF 5
0
I
Comm #
11-218
B
ROOF SHEETING
ATTACHMENT DETAIL
I. Minimum Nall 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
Ke
Area
Ede
Field
Fastener
Pressure
Zone I
6"
6"
8d ring shank
45 psf
Zone 2
4"
6"
8d ring shank
16 psf
Zone 3
4"
8d ring shank
84 psf
** Zone 3a
6"
48 wood screw
112.5 psf
** Use nails or screws based on pres§ure for roof stated
in permit info box on these plans tor zone 3
Concrete
/ Lintel
Column
Verify with Flan
Provide tt5 bars with min. 48 bar
diameters overlap into beam. Tie
filled cell steel into continuous
beam block steel.
Provide Cast -Crete - r.
8U8-OB/OT precast
lintel set in mortar _
Min. 8" Bearing
12"x 12"
Column Block
"61 Rebar
Rebar 4e Bar Dia.
Min. Overlap
to Lintel Attachment
NTS
Provide PT B
attached per ,I
letads into fill
4" Pre -cast
Sill \
fide 45 bar act in pre -cast O O T Scu
into beam where length of
opening calls for it. — O t 1 i— O ii 1 t h t d
ver
angs a
un ass o 1.1;1 1 l0 e On
— Roof
pitch at
4:12 unless
otherwise noted on t
— Truss
shop drawings
to be
provided by manufac
— Any
changes
to this plan
shall be submitted to
T_ architect for
approval In
writing prior to start)
ALL TRUSS TO TRUSS CONNECTIONS B
E TRUSS MANUFACTURER
— Architect to review Truss Shop Drawings Priol
Poured Filled Cell to construction for layout and uplift verlfleatior
— Contractor to provide for Form Board Survey
Form Board Survey to Truss Company prior tc
Provide 45 bars with min. 48 bar
diameters overlap in filled cell. Tie
gilled cell steel into continuous
rooter steel.
CBS WALL scale: I/2" = I'-o"
SINGLE PLY REAR GIRDER TRUSS
Nail 2" x 4" blocking to vert. leg of
truss with IOd x LS nails at 4' o.c.
v Install Simpson MGT into wall usingg
die. threaded rod set min. 12'
ZZ\ into wet beam and (22) IOd nails into truss
TRUSTS BLOCKING DETAIL
AT GIRDER STRAPPING
AT CENTER BEARING POINT
1/8" thick light textured stucco installed per
ASTM C 92L over ASTM D type 2 paper backed
wire lath nailed to substrate through one layer of
ASTM D Tgoe 2 felt paper using 8d nails. Substrate -
to be 19/32 COX Plywood nailed at L" o.c. in field
and edges with IOd ring shank nails into studs.
Gulf Coast Supply and MFG 5v Crimp Metal roofing Fl
2G ga. 5v crimp metal roofing attached to plywood deck
wood screws with self sealing washer at 12" o.c. max spa
(type 2) 30 lb felt underlayment installed with min. 4'
laps fastened with corrosion resistant tin caps and with
spaced L ox. at all laps and two staggered rows 12" o
deck to trusses using attachment detail on this sheet
Additional Precast Lintel
# 5 bars
`+Y ti: ���% CLEAR
Lintel
Length
Bar
Length
Clear
Span
n n
A
Bars
n n
B
Bars
2'-10"
2'-8"
I'-6"
2,#3
none
3'-4"
2'-2"
2.43
none
SF8-OBAT SF8-IBAT BF8-I5/2T
Additional
4'-0"
3'-10"
2'-8"
2,#3
none
#5 b-
ars
CLEAR
4'-6"
4'-4"
3'-2"
2,43
none
One Row of "H" '
Block Above '
5' 4"
5'-2"
4'-O"
2.#3
none
.!��
Precast Lintel
5'-8"
4'-C
2A'I
none
6'-4"
5'-4"
2,#4
none
i Additional r
is. #5 bars '�
1'-0"
6'-2"
2,45
none
BFIL-IBAT 812I6-I15/2'r
T-10"
T-O"
2,45
none
NOTES:
ALL reinforcing steel is grade 40.
I. min. coverage of steel=1.5"
2. min. bearing required s ea. end=8"
3. standard for reinf. steel=ASTM A615
TYPICAL LINTEL SECTION
( PRECAST CONCRETE )
r
LINTEL SCHEDULE
Mark
Window
or D
Unit
Widt
Lintel
Size
Cast -Crete
S ecification
Rows of
"H" Block
Above
Bottom
Steel
S12e
Top
Steel
Su
Max
Gravity
Load
(PLR)
Max.
Uplift
Load
(PLF)
Max
Lateral
Load
(PLF)
L22
2'-2'
V-L'
SIRS-OBAT
1
45
3049
1544
1024
L31
2'-4"
2'-8-
3'-1'
4'-O"
BPS-OBAT
1
45
254I
1363
143
L45
4'-5"
V-10"
8F8-OBAT
1
#5
1 1105
1 909
339
L50
5'-O'
C-0
8F8-OBAT
1
#5
1238
835
121
LGO
L '-8.
T-L"
8F8-OBAT
I
#5
1011
121
534
LBO
W-0"
9'-4'
SF8-I15/2T
1
#5
2
#5
152
591
512
L90
9'-0'
10'-L'
SF8-I13/2T
1
45
2
45
L43
530
401
L90B
9'-O"
10'-6'
BFIL-I5/2T
ONE
1
#5
2
#5
1533
1183
401
LI00
10'-0'
11'-4-
SIRS-I5/2T
1
#5
2
#5
582
494
452
LIOOB
10'-O'
ll'-4"
BRIG-IB/2T
ONE
1
#5
2
#6
1 1366 1
1028
452
L120
12'-0'
13'-4'
BPS-IB/2T
1
#5
2
#5
411
428
324
L120B
12'-0'
13'-V
BFIL-I13/2T
ONE
1
#5
2
#5
Io15
710
324
L140
14'-O"
15'-4"
BFI6-I13/2T I
ONE
I
#5
2
#5
1250
609
259
LILO
IL'-O"
IT-4"
SF8-IB/2T 1
45
2
#5
300
192
194
LILOB
W-O" 1
IT-4'
BFI4-IB/2T I
ONE
1
#5
2
#5
950
500 J
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 INFORMATION REGARDING
LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ.
REQUIREMENTS
- LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED.
Simpson HETA 20 or equal
hurricane anchor at each truss
with (10) 10d x 1 1/2" nails —
( 24' o.c.) supporting Max.
1810lbs. uplift
Aluminum Drip —�
Edge t Fascia
12"
2" x G" Sub -Fast)
Kaycan full o vent vinyl soffit installer
using 1/8" die shank x 15" long gals.
roofing nails with 3/8" die. head per
product approval - see chart sheet #
12" x 12' concrete column
block filled with concrete
and (2) #1 bars Vert. tied,--
into lintels above
thicken edge to 8"x8"
with concrete and 1
one #5 bar continuous \
BEYOND \
Top of rooter
16" below finished floor
J
#IIL51.12
isina #9
In
1 D
end
nails
ttach
12
4�-
1/2"
Aluminum Drip
Edge t Fascia
Flash and Counter
flash
Nail ledger to
gable end truss
with (2) IOd its
at each web
ick stucco on 3/8" hi -rib lath
d to horizontal and vertical wood
with nails or staples to provide
than 1-3/4" penetration into
al wood framing and 3/4" penetration
rtical wood framing members
5/8" thick light textured
stucco on typical concrete
block construction
Varies - see plan
45 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
Slope per foundation plan It
I
Wood
Brace Gable end
with 2" x 4" SYP #2
Slit back nailed to bottom
of top chords using (2) IOd
nails at each truss
PRE-ENGINEERED WO(
9 24"o.c. TYPICA
( shop drawings by manufa
" \R-30 blown fiberglass
in bottom chord of trusses
I/2" drywall with smooth finish
Two rows of beam block filled with concrete
and (l) #5 bar cont, in each row. Substitute
precast lintel filled with concrete and (1) 45
bar cont. for bottom row over openings
1/2" drywall over I" x furringg
strips a16" o.c. with R4.1 Pi -toll
insulation on typical 8" Block walls
All drywall to be installed per FBC R102.
i and shall meet all pertaining ASTM codes.
D Mortar to be Type "M" only proportioned
and Mortar joints shall comply with FBC R'
Provide Our-O-Rock at all wet areas (ex.
Fill cell with concrete and
(U #5 bar Vert. (typical).
Max sppacing shall not exceed
48" unleas 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
Topical Section at Front Forch
Scale : 1/2" = I'-O"
Braden It Braden AIA, PA
Architects — Planners
411 S.E. Coconut Avenue
Tel : (772) 287-8258
Fax : (112) 281-8283
E-mail: bradenaiascomcast,net
Stuart_ FL 349% UAAC000032
Simpson I-IETA 20 Strap truss to wall using Simpson MGT with
hurricane anchor at each truss 5/8' dia. threaded rod with min 12" embedment
Into beam either wet set or in epoxy with
i-roviva uviunspoui.
hurricane anchor at each truss
( 24" o.c.) supporting Max.
1810 lbs. uplift
Wynne Building Corp.
Spanish Lakes +4 Ecuador
St. Lucie County Florida
MODEL:
REAR
PORCH
RIGHT
)ate Drawn Revisions :
12-18-11
Drawn by:
C.C.U.
Checked bg:
D.R.B.
Provide downspout
RmLs
Sheet Comm #
17-218
OF 5
PANEL
HAi,
Poles
BR
Load
Wire
Description
cwOtt
circtt
Description
wire
Load
BR
I Poles
2
40
1.0 kw
tt8
A/C comp
I
2
AHI
#10
3.9 kw
30
1 2
3
4
2
30
4.5 kw
#10
40 gal. water HTR
5
G
Range
ttG
12.0 kw
50
2
8
1
20
1.8 Its
412
Pump
9
10
Dr er
410
5.0 kw
30
2
II
12
1
20
1 1.5 kw
#12
13
14
Dishwasher
#12
1.2 kw
20
1
1
20
1.5 kw
#12
Microwave
Is
14
Refrigerator
#12
1.2 kw
20
1
1
20
1.5 kw
#12
Kitchen S.A.C.
n
Is
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
412
Clothes Washer
21
22
Recepts
#12
-
20
1
1
20
0.81 kw
#12
Garage Door Opener
23
24
Recepts
#12
-
20
1
1
20
IA kw
#12
25
24
Recepts
#12
20
1
1
20
1.92 kw
#12
29
28
Recepts
#12
20
1
1
i5
-
#14
General Lighting
29
30
Recepts
#12
20
1
1
15
-
#14
General Lighting
31
32
Recepts
412
20
1
1
15
#19 1
General Lighting
33
34
Exterior GFCI
#12
20
1
1
15
#14 1
General Lighting
36
36 I
Bathroom GFI
#12
20
1
1
20
tt12
Smoke Detectors
31
38
General Lighting
tt14
-
IS
I
El
20
#12
Bathroom GFI
39
40
General Lighting
ttN
Is
I
Share
41
42
spare
PANEL "A" LOAD CALCULATION SHEET
Load Description
Qty.
Watts
Total(Watts)
.General Lighting (3.watts sq. ft) .. ........ ....
...mall. ,A... Iiance Circuit(s).... _ .. .... . ...... . ... . .....
Range ......... ................... ........ .................
Refrigerator ....... I ...........
Microwave
.................................................................
Dish Washer . _ . _ . _
.................................................
.Clothes.,Washer ...............................................
Clothes .Dryer ............................... _ . .............
Water, 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
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 3,40%
1
O
10,944
Electric Heat or A/C 10,000 945%
1
10,000
10,000
Calculated Load
Watts
30,9G4
Voltage
240
Calculated Wattage Divided bg Voltage = Total Amps 129.03
Panel Size Required = 150 Amps
Electrical 5 mbol Legend
S
Single Pole Switch
Recessed Can Light
S3
Double Pole Switch
I�I
181
Eyeball Recessed
P5
Push Button Switch
-,Cr
Exhaust Fan
Duplex Outlet
Ceiling Mounted Light
Special Receptacle
o-
Wall Mounted Light
Waterproof, ground fault interrupternrlLight
with Pull Chain (attic)
®
Floor Duplex Outlet
p
Computer Connection Jack
cn
Carbon Monowde Detector
Flood Light
Q
Thermostat
csio
Electrical Panel
®
Central Vac
tE�5
Electrical Meter
®
Smoke Detector
Ceiling fan
Qv
Television Jack
Telephone Jack
Al@, c
A/C Disconnect
®
1 x 4 Florescent Light
2 x 4 Florescent Light
sFxR
Speaker Hook -Up
Q
Intercom
i
®= JUNCTION BOX TO SUPPORT A FAN
O = THERMOSTAT LOCATION
B/A = Balanced Air
Electric Notes:
Vent thru
t Soffi-- - _
A/C disc.
Lq#I
ISO
#2/0 Aluminum feed A P
I %s' Conduit PCS
ANEL
124 CFM
IOxIOXL
MASTER'
BEDROOM
124 CFM
IOxIOX4
i
i
i
12xI 1Zd
B/A 1
PATIO/SLAB
12xl2xlO
B/A
F-1
i J 141 CFM
`r IOxlOxl
PORCH
MASTER
BEDROOM
PATIO/SLAB
PORCH `
WP GFCI \
?\VACM
14-1CFM IOxiox-I1`71 (D (�
8x4x4
9 CFM
I I
GREAT1 ROOM
LOSETI I
I
8x4x4 o
50 CFM - - -
DRYER A5HER
I
LAUNDRY I
G8x�4x4 I 141 CFM
I IOxlOxl
12"
I
DINING
IG CFM I
8x4x4 ;,-; I ROOM
\J I
12xl2x8
B/A\\�
-------- CABI
M Box
o DW
Ili CFM
SECOND
12xGx,
BEDROOM I I ioxloX6
IG" KITCH'EN
I 20x2O MICROWAVE
I R�A1 T 38'RCLEAR NONO-VENT
LC 14n 11r\ OPENING L - - - - J
�- I
12xl2x8-
B/A
THIRD 14
I 4114, Steel Ballard
BEDROOM I See detail an this sheet
I
i
100 CFM \ 3 0 I r 22- , I " x 54"
IOxto" I = 0 I Attic Access
® I I Q I I with fight
L_ -_ - -
J
8x4x4
r-48 CFM
I. Use copper wire onlg, no aluminum.
2. Provide and wire all required smoke detectors.
3. Contractor to verify location of electrical M TE
150 Amp
service and provider.
Panel
4. ALL paddle fans shall be on a rheostat. AHu
<
S. ALL bath and kitchen receptacles to be GFI rotected. 2" PVC ( FPL
p p
6. ALL
r --- 1
I GOLF CAfi�TI
exterior outlets to be WP/GFI protected. ,,,
I. Recessed
I I
GARAGE
cans to be installed per NFPA requirements.
I I
8. AFCI receptacles are required in all rooms except
I I
Kitchen, Bathrooms, and Garage. 2" rigid service FPL Bars ttcont�PebaWiin deb
9. A/C Return Air Balance Must comply w/ FBC RMI602
I I
10. A/C Refrigerant lines that are run thru slabs must be
I l
sleeved In PVC ELECTRICAL RISER
' I
II. ALL A/C Equipment shall comply with energy calculation
12. All work shall be performed b a licensed electrical
I 1
y
contractor, the completed system shall be full operative.
- Contractor shall use AL-CLI Landing
- Contractor shall torque lugs I.A.W.
logs. NTS
13.
Contractor shall pay for all fees, permits, testing, and
manufacturers recommendations which
inspections including blower testing where required.
shall be verified prior to construction
14.
All work shall be coordinated with other trades to avoid
interference with the progress of construction.
19. The electrical system shall be
completely and effectively
15.
All required insurance shall be provided for protection
grounded as required by the latest edition of the N.E.C.
against the public liability and property damage for the
duration of the work.
20. All material shall be new and
shall bear underwriters'
14.
Contractor shall guarantee all materials and workmanship
labels where applicable.
free of defects for a period of not less than two years from
the date of acceptance or certificate of occupancy, or one
21. All equipment and panel sizes
shall be verified before
year from closing sale of house,
ordering. The contractor shall
provide circuit routings to
Correction of defects shall be completed without additional
suit the Job conditions.
charge and shall include replacements or repair of any
22. Furnish and install all fixtures
as called for on the plans
other phase of installation that may have been damaged,
or as selected by others.
11.
It is not the intent of these plans to show every minor detail
of construction. The contractor shall furnish and install
23. All raceways and pipes placed in or through any concrete
all items for a complete electrical system and provide all
slab shall be spaced a minimum
of three diameters of the
the requirements necessary for the equipment to be placed in
largest conduit or pipe from any other service.
proper working order.
18_
All work shall be done in accordance with the N.E.C. and
24. All exposed wire below 9'-1"
shall be installed in metal EMT
shall comply with all local codes and ordinances, and shall
conduit.
meet all standard requirements of the local electric utility
and telephone company.
25. Dr er Vents to be installed
y
per FBC RM1502
11111 '�\\ ' I 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
MECH/4NICAL L,4YOUT
O= THERMOSTAT LOCATION SCALE: I / � 11 = I 1 - O 11
3 TON
SEE MANUAL
"J" and Energy
Calculation
for Unit info
Install oulet
under disc. -
not shown for
clarity
M
n
DRYER I ASHER
LAUNDRY
I
I
I
I
I
I
I
GREAT ROOM
I
®I
/I
/ I
/ I DINING
/ I
ROOM
F I I\ I
� I �
s II I \
�\ CM
v �a y I -S
SECOND
BEDROOM,/ I
CABR
K;IT�HEI
// I � REF. I ® NONRQWAV \®I GFCI
/ 38' ENINGR O EAT
T / - - - i
ff TV - - .� - GFCI 11 GFCI
U-i AFCl W H
THIRD \4" Q Steel Ballard O
See detail on this sheet
/ ? l
/ O I 2 ti x 54"
S S-At�tinc Achtess
1 � L__-
/ 7 I \\
/ I
/ I \ OPTIONAL PANEL
Sj LOCATION
GAR A C.GE
1
GFCI \
/
/Pep
\
150 Am
\
Panel p
I own" to u
\
GFCI
\
r--------�_
\GFCI
- - - - --�--------�
r
l
Garage
/
I Garage
Door m
Door
Opener I
I Opener
GOLF CART'`
-
GARAGE I
j
i
Wire For
I
Front Post
1 I I GFCI
to gdrage lights
I I
Light
ELECTRICAL FILAR
Post Light wi h O
SCALE: I/4 = I'-O" Photocell
between driveways Lightre roT
Total Attic Space = 2101 sq. ft.rL"-
Venting Ratio 1/I50 = 18.00 sq. ft. required
Provide A Continuous Vented Soffit
nod \W -
Braden It Braden AIA, PA
LUynne Building Corp.
MODEL:
Date Drawn
Revisions
Sheet
Col
Architects - }Manners
12-18-11
411 S.E. Coconut Avenue
Tel (112) 281-8258
f DSO '
REAR
Drawn by:
I -
:
Fax (rade 28scomca 3
E-mail: bradenala
PORCH
C.C.LI.
Checked b
- l
�
Spanish Lakes -4-4 Ecuador
�omcast.net
Stuart. FL 3499L UAAC000032
Sp. Lucie Count FloridaRIGHT
y�
D.R.B.
OF 5