HomeMy WebLinkAboutBUILDING PLAN12
Finish Columns with
5/8" thick cut coral
finished stucco bands
ST LUCIE CWNTY
RE
NO INSPECT MADE
CONCEALED FAS I ENERS 09 A7ACHMENTW-
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORO
Xmism, a A
F,ILE COPY P
12 "
Gulf Coast Supplq and MFG 5v Crimp Metal rooring FL MIL51.12
24 ga. 5v crimp metal roofing attached to plgwood deck using It'l x 1.5"
wood screws with self sealing washer at 12" o.c. max
,pacing over ASTM D
(tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and L' and
laps fastened with corrosion resistant tin cap& and with 1.25' ring shank nails
spaced 4' o.c. at all laps and two staggered . rows 12' o.c. in field. Attach
dock to trusses using attachment detail an this sheet
Sla" thick light textured
stucco on tgpical concrete
block construction 7
ILL.
- - - - - - - - - - - - - - - - - - - - - -7-
6/8" thick X "W cut
coral finished s ucco bands
RIG��T ELEVATION
A4UllV;J'01%fi4 I +"t
A13
(;OfIll! E T 10 eS
A . �,i"!CFVUVY IN OFIDER TO
�LL APRKAA1 C�C=V�
12
4 1 SLOPE
SCALE: 1/4' -
Gulf Coast Supplill and MFG 5v Crimp Metal roofina FL #11451.1,2
24 ga. 5v crimp metal roofing attached to plywood -dock using #9 x 1.5"
wood screws with selif sealing washer at 12" o.c. max sg)acing over ASTM D
(type 2) 30 lb felt undarlagment installed with min. 4' side laps and V and
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
taced Cro.c. at ail laps and two staggered raw* 12" o.c. in field. Attach
eck to t ussais using attachment detail on this sheet
12
SLOPE 1-4
Gulf Coast SuppIll and MFG Sy Crimp Metal roofing FL #11451.12
24 r- 5v crim% metal roofing attached to plgwood deck using 99 x 1.5'
woo screws wit self sealing washer at 12" o.c. max spacing over ASTM 0
(type 2) 30 lb felt underlagment installed with min. 4' side.laps and 4' end
laps Fastened with corrosion resistant tin cap& and with 1.25 ring shank nails
spaced 6" o.c. at all Ia a and two staggered . rotus 12" o.c. in Field- Attachi
cock to true*@* using attachment dotal on this sheet
1:2
4 FSLO�
S'-f" T.O.B.
97
- - --------
-- ---------
0 _O" Finished Floor
- - - - - - - - - -
Finish Coluli'irii IiJil 5/8" thick light t(extured
= "le
5/8" thick cut coral stucco on tgpical coricrete
finished stucco bands block construction
= I = \ / A �r I /�) \1 XI /�) �r = r-
REAR ELEVATION
overhangs at l'-0" unless otherwise noted on Roof Plan
Roof pitch at 4:12 unless otherwise noted
Ang changes to this plan shall be submitted to the architect
for approval in writing prior to starting construction.
Return ALL Stucco Bands into Window or Door.
5/8" thick x 8"W cut
P/8" thick x 8 W cut El'
coral finished stucco ands coral finished stucco bands
5/8" thick light textured
stucco on tgpical concrete
block construction
-0" = Finished Floor - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
00000*00400
LEFT ELEVATION
SCALE: 1/4" = F-O'
Product Approval Submittal Affidavit
2" x 4' top plate
base -board
V��I/2' drgwall ceiling an true& bottom card
1/2" drgulall on
211 x 4 1 studs at It," o.c.
2" x 4" P.T. bottom plate
P
L
Opening Schedule Swing Doors, Overhead , Sliding Doom Vindown Skylights
Opening
Type
NOA/FL
NUMBER
Product
Model
Manufacturer
Glass
Attachment method
Esclirstlion
Design Pressure
of Approved Tests
11213
11:14
FL# 11499.2
Single Hung
Series 185
Mi Windows
and door*
d, x cand
1 c O.Q
151 1. edge adherence
I'Mod I Monte an %trmw t,
to the 0 Uct aporov"12"
+ 40 pef
A
11-1108.30
Overhead
Garage Door
Model 82,4/811
9'-4' max. width
16'-0' max height
DAB
W K 6- *Tr V
.e G=A Md n11W 01111setti
1 0)0 To"ClItO
sc.
't'biN
a . Rr&jj;!J."L ee�r
c1c 14MM =.-.' i: =L-t.O.-A
I m, r419
10-9-21
+ BOO/ -LO.0 pef
11
FL# 1611;
114.1
Fiberglass
De:gn Pro/
Sm h Pro
Jaid-Wem
Elco 1/4' dia. tatican with min 1.250 embedment at 3' max
From corners and'Il.S' o.c. max thereafter in head and jamb&,
+ 50.0 PSF
C:
FL# 115332.2
Sliding Gla...
Door
Series 4 20
Mi Windows
and doors
X .231M TIPT�e Y i'mil 1/4
PT Buck i2o &slid filled CMU wag imortar aqn
,r m 2.9' edge distance
lin strict ad arenu to the product approve.
+ 48.2 P5F
Product
NOA/FL
NUMBER
Model #
Manufacturer
Attachment Method
a LLation
Da
Design Pressure
of Approved Tests
Mullions
FL# 15353-8
CM-18531
vertical mullion
M( Windows
and doors
For CMU use (2) 1/4* x 2 3,'A' topcoms with min 1 1/4' embedment
penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25*
emir tapping screw* per clip as shown in product approval.
+ 118.11 PSF
Roof
FL# 11451.12
5V Crimp
Metal Roofing
Gulf Coast 5upplu
and manufacturing
2
w"Sv crift Mal roofing attached to pilimood dock insing #9 x IS'
rows with sell sealing washer at 12' o.c. max spacing over ASTM D
(tigpe 2) 30 lb felt undorlailmdrit installed with min. 4" aide laps and I.' end
Ws fastened with corrosion resistant tin caps and with 1.26' hnq shank nads
�Wsd 4' o.c. at all late and two eta ered . rows 12' o.c. in NMI Attach
ock to trusess u&ng a tachment data, am rod plan
- 108.6 PSF
Siding
Stucco on Block
-
:
I
Soffit
FL# 12198.3
Model T,4 12" vented
Vin9l sorrit
Kagc an
Install using 2' x 2" battens at 4' o.c. screwed to soffit framing using
#8 x 3' wood across at each truse. Install soffit to battens using
0,12" die, x 1.5' Iona rino shank nails with 3/8' d a. head,
Hurricame
Panels
FI# 15014.2
24 Gauge
Storm Panels
Global Protection
Products LLC
Installgaing 1/24dia. solid set lead anchora with 1/4" cha.-20 x 1.6'
long I screw ad combo, with Xeoprone washer at 12 1/2" o.c.
along the bottom and 13" o.c. at the top
+ 45.0 PSF
-I' concrete slab with fibermesh OR
6"x4' #10/10 WWM an L mil Via ueen over
clean compacted termite treate� fill
nterior Non -Bearing Partition
n
12
4 1 SLOPE
SCALE: 1/4' = 1'-0"
Gulf Coast Supplg and MFG 5v Crin Metal roofing FL #11451.12
24 Ia. Sv crimp metal roofing attached to plgwood Beck using #9 x 1.5"
wooJ screws with self sealing -_�asher at 12' o.c. max spacing over ASTM 0
(tgpe 2) 30 lb felt underlagment installed with min. 4' side laps and V end
laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails
gaced 6" o.c. at all laps amd two staggered raws, 121 o.c. in field. Attach
ack to trusses using attachment detail on this shoot
WIWI
F i W- I
WE
11W
I-
11=111=1154311
Iml
IMMIUM-11
-
-
5/8" thick light textured
stucco on tgpical concrete
block construction
FRONT ELEVATION
S/8" thick x 8% cut
coral finished stucco bands
1/8" Thick cut coral stucco over paper
backed wire lath nailed to substrate through
0 me lager of 15 lb felt using Sd nails. Substrate
to be 19/32" CDX Plimocid nailed at V o.c.
in field and edges with Od ring shank galvanized
nails into truss webbing.
SCALE: 1/4' = 1'-0'
N
5/8" thick x 8"W cut
coral finished stucco bands
Finish Columns with
5/8" thick cut coral
finished stucco bands
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)
Afth.
A01ION&
Av�'�
Florida Building Code Residential: 6th Edition and ASCE 1-10 for Wind Loading
Building Design is: Enclosed Risk Categoirg: 11 Wind Volocitili: ILS mph ultimate
Mean Roof Height: W-12" Roof Pitch: 4.12
Internal Pressure Coefficient: ±o.ia
Subjoctabilitlill to damage from: Weathering: Neciligible Tormitea:Varu Heavy
Width of Rod End Zone: V-4" Wind Spead:_IJ5_mph ultimate
Wind Exposure Classification. C
Adjustment factor for Exposure Height. 1.21 x OA, = 0.12L ASD desion
Load Combination: ASCE -1-10 Section 2.4 DL+LLi DL+O.4WL; O.4DL+O.4Q0L
Components I Cladding Wind Pressure (MET) Rod Zone: 1. +20.6/-12-01. psf
Roof Zone: 2. +20.(./- 1. P51'
Roof Zone: 3.+20.6/-84.0 par
Components ill Cladding Wall End Zone Width. 3'--4"
Components 11 Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38 ' 1 Pair
;,Roof Zone I
Wall Zone: 5. +35.8/-,41.8 PSI
[Is Zone 4
Components t Cladding Wind Pressure (MET) on Garage Door: +32.0/-40.3 Par
Shear Walls Considered for Structure? Yes
Continuous Load Path Provided?_Y91
= Roof Zone 2
Walls Zone 5
Are Components an Cladding Details Pravidod?Yes
END ZONE
Minimum Soil Bearing Pressure- 2,500 psi, Presum�tive: X 159 Test: psi
This Building Shall Have the Following:
Corner Zones
APPROVED SHUTTERS: X IMPACT GLASSi-II_ NEITHER-
001" Zone 3
ROOF LIVE LOAD: 31 pat ROOF DEAD LOAD. 10 paf
FLOOR LIVE LOAD: _15- pef FLOOR DEAD LOAD:__L0__ pat
JOB ADDRESS I :
(� AMQ)�� i�'N
I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record )
'FLOOR FLAN
CRASH POST DETAIL
TYPICAL NOTES: SCALE 1/4" 1'-0"
N7.5.
1. Contractor to verifq ALL notes and dimensions prior to
36" high bg 4" diameter
steel crash St. Floor
�0_
proceeding with work.
Flange with 3/81,
2. Contractor to STRICTLY enforce ALL 05HA Requirements.
&,xrnsion bolts into
sl (3/8"t 50 ksi steel plate)
3. ALL Lumber to be used as Beam, Rafters, etc... to have
a minimum 1,400 P.S.I. fiber Stress.
6.
-4. No dissimilar metals to touch.
2�2' 2�2"
5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete.
ALL Concrete used for vertical filled cells, cont. tie beams etc.. to
shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix
IS/
21
Drgwall at ceilings shall be leveled and attached to bottom chord
4
of trusses with screws per FBC R102.3.5,
0_1
2
1. ALL wood in contact with concrete shall be pressure treated.
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 I
11. Contractor to Provide a 2'-8" wide door at one bathroom for
21/,�'
2�2-
handicap accessibilitg requirements.
'/2" —FE
�211
12, Lowest finished floor to be set bg Governing Building Department
survegor to set In field.
13. Separation between residence and garage shall be per FBC R302.4
1-4. Door between garage and residence shall be 1-3/4"t 20 min. rated door
(�� = Water Heater
19. Wall and Ceiling shall have a flame -spread classification of not greater than 200 Oer
FBC R30112.9.1
16, Wall and ceiling finishes shall have a smoke -developed index of not greater than -450
per FBC R302.9.2
11. All exposed attic insulation materials installed on attic floors shall have a critical radiant Masonrq Beam
flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation
I" x 6" P.T. Buck nailed to
block with case hardened nails
materials exposed on the underside of the roof deck or on the attic walls shall compig
prior to door attachman
with F.B.C. R314 - see permit info box of code edition
18. Gtlt)sum board material shall conform to ASTM C36, C19, C4_15, C614, C�30, C931
CILO, C1002, CIO-4-1,C11171, CII18, C1218, C1395, or C139(. and shall be installed
according to the following: (FBC R-102.3.5)
DrUwall
Thickness
Location
Orientation
Framing
Member
Max. spacing
of fasteners
Nail stiting options for
of drilwall into
Mpac6
ifillmug
installation
wood framing members
—
—Nails
__
FScraws
2n x min. thickness
Ceiling
Perpendicular
24"
-11,
12
l3ga 1 3/8" long with 19/44" head
OR
0.098' diameter x 1 1/4" Ion
annular -ringed or 5d cooler ng5i
OR
0.080' dia. x 1 5/8' long with
Walls
Either
16n
8.
16"
Direction
15144n head
OR
GlIpsum board mail 0.08t," dia.
X 5/8" with 1/320 head.
Ceiling
Perpendicular
241,
1.
12-
l3ga 1 0/8' long with 19/44' head
OR
0.098' diameter x I 318m Ion
annular -ringed or 6d cooler nar?
OR
0,092" dia. x 1 1/8" long with
Walls
Either
161,
Direction
1/4" head
OR
G11,um.lioard nail 0.01915" dia.
x I with 19/44" head.
Install 'SGD thru buck into
block with SAV 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 3/16" tap -con with
1 1/2" penetration at 4" o.c. n
from each corner and 20" o.c.
thereafter at sill per product ,
19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6,
A108.1, A118.1, A118.3, A136.1 and A131.1
20. Cement, fiber -cement or glass mat Ipsum backers in accordance with ASTM
C1288, C1325, OR C1118 and installe I.A.W. manufacturers recommendations shall
be used as backer for the wall tile in tub areas and wall panels in s�ower areas.
21. Insulation including facings such as retarders or vapor permeable members installed
within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics
shall have a flame spread index not to exceed 25 with an accompan incl smoke
developed index not to exceed 460 when tested in accordance WIt9 ASTM 12 84.
Insulation shall compIg with F.B.C. R31�-
Gulf Coast Supplil and MFG 5v Crimp Metal roofing FL #11661.12
a. 5v crimp metal roofing attached to pillwood deck using #9 x 1.6'
W screws with self scaling washer at 12" o.c. max spacing over ASTM D
(tgpe 2) 30 lb felt underlailment installed with min. 4 side.laps arid 0 end
laps fastened with corrosion resistant tin caps and with 1.25 ring Aank nails
rced I" o.c. at all laps and two staggered . rows 12" o.c. in field. Attach
eck to trusses using attachment detail on this sheet
Simpson HETA 20 or equal
hurricane amlor irt each trueis e2PR�E-ENGINEERED TRUSSES
with (10) 0 x 1/2" ma,,8
24" o.c.) sup orting Max. -4 at 24"o.c. TYPICAL
18101be. uprift (shop drawings bg manufacturer)
Aluminum Drip
\R-30 blown fiberglass
Edge t Fascia
in bottom chord or trusses
1/2' drawall with smooth finish
2" x 4" Sub -Fag
Two rows of beam block filled with concrete
—and (1) #5 bar cont. in each row. Substitute
Kalican full o vant vinill sorrit installed
1/8' dia long
recast lintel filled with concrete and fl) #5
�ar cant for bottom row over openings
un &hank x 1.5' galy.
dia.
.
ro ing mails with 3/8' head
I
product approval - we chart shope'tral
1/2" dr wall over I' x furring
a 16"
str o.c. with R-4.1 l'i-foil
Iration on ttical 8" Block walls
insu
5/8" thick light textured
All drguiall to a installed per FBC R102,3.1
stucco on tgpical concrete
T
�D
and shall meet all pertaining ASTM codes.
Mortar to be T9pe I'M" orili priortioned per PBC R401.1
block construction
and Mort jonts shall co%p I FBC R401.2.1.
at IIVwwt
Provide Fur-O-Rock et areas (ex. showers, tubs etc...
#5 bar vert. w/
30' overlap
Fill cell with concrete and
at each filled
--,J) #5 bar vert. ftgpical).
Max. spacing shall not exceed
48" unless otherwise noted
Wood
we foundation plan notes for
Base
spacing at openings
4" concrete slab with fibermesh OR
411xv #10/10 WWM on k mil Visqueen over
/cleam compacted termite treated fill
Grade .2.
71H H . .. .... .
1,4" X 140 Concrete foot"'3
with (2) #5 bars comt. an
TYFICALSECTION transverse bare at 4a" o.c.
Scale : 1/2" 1'-0"
Head
fixed door
sliding door
T
AREA CALCULATIONS
Living A/C = 1,1414 sq. ft.
Front Porch = 153 sq. ft.
Rear Porch = 114 sq. ft.
Garage = 321 sq. ft.
Total Under Roof= 2,124 sq, ft.
Total Cubic Ft = 11,192
2' VTR
0 VTR
Master
Bath
2'
Lay.
Lane.
4' 2' VTR
111.cw
3. L
2'
Kit. Sink
Kitchen 2'
Lay.
W.C.
Bath #2 Shor.
To Septic
PLUMBING RISER
I" x L" P.T. Buck nailed to
block with case hardened mails
prior to door attachment ,
Masonriii Wall
Bottom Track _---�Tgpical Flooring
Bill Install SGD thru buck into
block with 3/140 tap -con with
1/2' penetration at 6" o.c. max.
Sliding Door Detail 1, g
f om a corner and 20." o.c. max
thereafter at jambs per product approvaij
At Mqaneir-ii IIIqII N T A amb
Window
Schedule
Mark
Size
Rough Open.
Window Description
PRESSURE ZONE
1.
4'—S%l
x 5'—V/8"
54keox 63vf"
Single Hung
ZONE 4
2.
V- 2 ke
il x F-3 �e"
15" x 43 Vf"
Single Hung
ZONE -4
3.
12'-2-
x 3'-2 1/2'
21 /(2" x 3a %"
Single Hung
ZONE 4
-4.
14'-S%'x
4'-2Ve"
54kftx 54,1'e"
Single Hung
ZONE .4
ALL
Windows
to be aluminum
windows wl tint
and mullions
per
elevations.
ALL
win
ows to withstand
pressures in permit info box on
sheet I
ALL
win
ow5 in bathrooms to
be tempered
All
roug
opening
dimensions
to be verified bg contractor
manufacturer
s specs prior to construction
,,with
Door Schedule
Mark
Size
Rough Opening
Door Description
PRESSURE ZONE
*
9#—O"l X 1'-0"
108' x 84'
Overhead Garage Door
ZONE 4
*
1
3 1-08, X f —an
41'/i"x 83%"
Fiberglass Panel — Inswing
ZONE 4
*
41-00 X 41-81,
14" x 81 �2"
Sliding Glass Door
ZONE 4
*
2'-0" X C—S"
Solid Core — Wood
— L—Pamel —Bi—Fold
Finished 24" x 81'/2"
E
2'-1,# X C-8"
Solid Core — Wood
— L—Panel
IF
51-00 X 61-811
Solid Core — Wood
— 6—Panal — Bi—Fold
G
2`81" x 6`8" x I %"
Solid Core Wood, Steel, or Masonite Door
H
2'—Su X V-88
Solid Core Wood
6—Panal
J
2f—t a
,
X f.'-8"
Solid Core Wood
L—Panial — Bi—Fold
K
2'-8"
X c-8.
Solid Care Wood
t.—Panel — Bi—Fold
L
r—I'm
X 1.0-801
BI—FOLD
ALL Ext,erior doors to withstand pressures stated in permit info
box or 1heet 41
C OOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL
WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41
All rough opening dimensions to be verified bg contractor
with manufacturer s specs prior to construction
0
Ln
2' fil
A/C
91
Meter
EGRESS
T-80
341-01,
101-01, -11 12",
12" x 12" Concrete column /
block filled with concrete and
(2) #1 bare vert. tied into
lintels above
Covered Porch
Provide screen infill below
Lil
MASTER
BEDROOM
jllia'-O" to 9':iS" A,F.F.
8'-0' A.F.F. Vaulted Ceiling
Flat Ceiling GRE
ROAIT
I
I
= If
79:1 21`8"
Vanitg to a all
X
to
14 �2 hig
00
0 2' x 0 kne wall �AV-01 to T-13" A.F.F, (N
ff-4 1 - i I W below countes-top 'NV Vlaulted Ceiling
Is, CLO . ET �i I [DINING
all
LININK Rod hell
r tTs ROOM
IV; ATH VarutV to be
34 Y2"high
Hig Wall
KITCHE�
1 Z -00
L 1-1/2"
_'�arg
Over
- llll� Flat Ceiling
- 70e 6 0
10E-) BATI
1A f ! I `U
10'-5" 4'- 1
pper ca inets to
10'-2'
ext nd over Ref.
R E
BATH
d
............ OL
Rod il. Shelf
Ballard
t
an this
a lair 5dtalta 1W t
OL
Provide auto F _;Fi� x 5.4,
closer Attic Access
I with light
L - - - - - J 22" ALS'-O" A.F.F_
A '1111V Flat Ceiling
160 Amp 3 4� , 131-91,
0
Fanel
SECOND
GARAGE E? BEDROOMi"I
0 Alklil'-4" A.F.F,
-1 41V Flat Ceiling
Q
N
0�
r - - - - - - - - - - - - - - - - - EGRESS
Block wall in
ga age to be
struck block
COVERED 12' x 12' concrete column block filled
with concrete and (2) #-1 :Iars vert. tied
PORCH
into lintels aboye
G�
1L dor� 1r.-Ir-.11 Jr. -I 3 U-1
3 91-01, 6-4
151-10" 31-141, 111-61,
361-04
[metal[ windows thru buck into
block with 5/16' tap -con with
1 1/2a penetration at 6' oc. max.
from each corner and 20.' o.c. max
thereafter at jambs and 20" o.c. max.
Exterior face at as an sill per pr uct approve
of wall Buck to be I' x 4' FT
_���r'x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT
lock with case hardened nails ON ALL JAMS, HEADER, AND
1jetall at I f1 d Ow 5 prior to window attachment SILL BLOCK PRIOR TO BUCK Uetail at L)oor
III C� A I I A �I^M
Exterior face
2
0 i
OD
C14
in
ci
Attach buck to block wall with
1/4' dia. Elco comic screws with min.
1 1/4" penetration at 12" o.c. max
and 4" max from each corner thru
2' x 4' PT Buck
NTS
Braden It
Braden AIA, FA
Wunne
Building Corp.
MODEL.
Date Drawn
Revisions
Architects
-411
- Planners
S.E. Coconut Avenue
THE
STERLING
GARAGE
LEFT
3-28-18
Drawn bg..
Tel
: (112) 281-8258
c:. C. J.
Fax
E mail:
: (112) 281-8283
bradenaia8comcast.net
Spanish Lakes
Checked bg:
:= I
'ldQQ/ ft A A e�l)
St. Lucie
Countg Florida
In
Ln
IT -
crows thru jamb into buck
rige and 15" o.c. max and
prior to door attachment
NTS
Sheet Comm
'07 1�-3oo
I
OF 5
STRUCTURAL NOTES:
I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF 501L
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
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/ 4 MIL. VISQUEFEN WITHIN 24 HOURS. NO
SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION.
4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 4X4 10/10
WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR
BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL
(MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH
MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH.
LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS
BEFORE FILL 15 BROUGHT IN. FILL MATERIAL SHALL CONSIST OF
CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL
PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE
STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNE55 AND
COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY
PROCTOR VALUE.
4- GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND
DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE
ATTENTION OF THE ARCHITECT.
GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER
FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR
FOUNDATION FL;4N
SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY
FROM HOUSE TO DRAINS '(IF PROVIDED) PER PLANS
9. OF -SIGN LOADS ARE AS FOLLOWS.
Roof= (DL+LL) = 41 PSF
WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1
EXPOSURE ="C"
10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-14. t
A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL.
I
ALL DOWELS, SLEEVES, C ONDUITS, 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.
12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
FOOTING: 3"
BEAMS: 1-1/2"
13- LAP ALL REINFORCING S"'I'i EEL A MINIMUM OF 48 BAR DIAMETERS.
K USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1�00 FBI
IS. ALL STANDARD LUMBER HALL BE SYP WITH A MINIMUM Fb OF 1000
PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE.
14. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING.
1. Ang 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 ang other conditions be
encountered, the architect shall be notified in writing for revision
4. Verifg all recess thickness at showers, tile, etc....
5. Contractor to provide filled cell with concrete and 1 45 bar Vert. at -48"
o.c. max. Provide (1) filled cell on each side of openings up to 5'-11" wide.
Provide (2) filled cells on each side of openings from �'—O" to 9'4"
and Provide (3) filled cells on each side of openings from 10'—C" and up
Contractor to see plans for ang other condition used. Foundation walls
shall have filled cells at 24" o.c. unless otherwise noted (see section)
4. Contractor to provide for Form Board Surveg — Form Board Surve�
to be provided to Truss Compang prior to truss construction
1. Contractor to provide for soil test prior to construction and provide
a copg of soil test to architect for review prior to corstructton
8. ALL Reinforcing steel shall be grade X, meeting ASTM A-1� 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 If concrete protection at beams for ALL reinforcing bars.
SCALE: 1/4" = 1'-0"
I
Termite Protection for New
conZtructlon.
Soil treatment used for subterranean termite prevention
inside the foundation perimeter shall be done after all
excavation, backfilling and compaction is complete.
If soll�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 bg the Florida Department of Agriculture and
consumer services.
Protective sleeves around metallic pipint penetrating
concrete slab on grade floors shall not e of cellulose
containing materials and shall receive application of
termicilde in annular space between sleeve and pipe.
I
45 bar vart. w/
Thicken edge to 8"x8"
�,ibermesh
SO" overlap
TYPICAL. with concrete and 4" concrete slab with OR
at each filled
one #5 bar continuous (Vxt" #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
4' concrete slab with fibermesh OR GRADE\
VxL" U10/10 WWM on 10 mil Visqueen over
Cal
clean compacted termite treated fill I
L Its
I
-I
III
"d
�S EDGE DETAIL
I concrete monolithic
I ith (2) #5 bars cont.
SCALE 1/2" 1'-0"
45 bar vert. w/
TYPICAL FOOTING DETAIL
30' overlap
_T —Yr-
SCALE 1/2" = 1'-0"
at each filled cell
TYPICAL
4" concrete
slab with fibermesh OR
Adjust curb height
411x4" #10/10
WWM on 10 mil Visqueen over
based on gar. floor
IV concrete slab with fibermesh OR
clean compacted termite treated fill
slope.
CxV 410/10 WWM on 10 mil Visqueen over
#5 bar cont.
US bar in curb
clean compacted termite treated fill
Stop per
I
0'-0" F.F..
foundation plan
Grade >
-7
JEE'
(2) 95 bars cant. bottom steel
14"w x 14"d concrete monolithic
tooting with (2) #5 bars cont.
1:2
IDETAIL
AT GARAGE STEFDOWN
SCALE 1/2" = 11-001
GARAGE
CURB DETAIL
12" x 12' concrete column
SCALE 1/2"' 1'- 0
block filled with con
and (2) #1 bar& vert. tied
into limtela above
Verifg house slab
in field
Top of footer
14" below finshe flo
30 Hx3o"xig" concrete
2" x 4" PIT wood see6� �dwth
column footing wIth (4)
3/8"dia. x A" anchor bolt
a � 18" o.c.
45 bars each wag
overhead door track secured to wood
jamb per manufacturer's product approval
Garage Door Jamb
Detail
f= COLUMN
FOOTING DETAIL
GARAGE DOOR TO WITHSTAND PRESSURES STATED
N T S
IN PERMIT INFO BOX ON
SHEET #L SEE PRODUCT
L
SCALE 1/ 2 1'757;
APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL.
Filled Cell Masonrq Column With One
45 From Footing To Tie Beam
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
Sinple Filled Cell Column
NTS
Filled Cell Masonrg Column With One
45 From Footing To Beam Each.
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
-Double Filled Cell Column.
NITS
Ln
3�1_011
141-0"
12. 1 1 - 101-01,
12"
I '
_N'�T IWW1Wy0A'01 IT
DL
L F_
ti
--- — — — — — — — - 0 — — — — — — — — I. -
Rear Patio/Slab t-
to be poured separate 0
12'-8" L from the house slab. _U
4 M
Thicken
footing to
24"w x 14"d x 24"L
under filled cells IF r J
under girder bearing.
2 CDI 13 V! simi I I I I IF)i I I I I el I I I I ilizi
Rear Pat,o/AIA to
be flush with bottom of
sliding door recess.
Slope 1/2'
Vanitg to be
6"1`11""""""""1"""`1`134 1k2- high 4" concrete slab with fibermesh OR
4 " ",O/,o w Lum 'or, 4 "" '�/,9queen over
clean compacted termite treated fill
x
F
4'0 Steel Ballard
ffiled wl Concrete 0 W
F
qJ
E U-10
q)
E t!
E
t�,J L
r, In
to g U r
N
q)=3
., =_3
q)
E
7� -in
_x
Recess for T-2"
L J
Fi 6-a r—a g e— D—o o-r
rTm�r__, � - — — — —
91-01,
151-10"
31-5"
< 51-4"
341-01,
(:7) U
— r- I
ETF
Cr�
----------
r__ It
WE
— gr-
a L —
12" x 12" concrete
column block fille
with concrete
and (2)
#1 bars vert.
into lintals
above
H.B.
I
Ln
Ln
Iq-
0
-bI
cc
FOOTING
SCHEDULE
Mark
Sme
Description
I
14OW
x 14"D
MONOLITHIC FOOTING
WITH 2 US BARS CONTINUOUS
F
126W
x 1290
MONOLITHIC FOOTING
WITH (2) US BARS CONTINUOUS
30x
x 30" K If."D
COLUMN FOOTING WITH (4) #5 BARS EACH WAY
(r_4
I 8'W
x 8"D
THICKEN SLAB EDGE
WITH 1 #5 BAR CONTINUOUS
81
14'W
With
x 14"D
Curb at Garage
MONOLITHIC FOOTING
WITH 2 #5 BARS CONTINUOUS - CURB 9 0'0"
R OOF SHEETING
ATTACHMENT DETAIL
1. Minimum Nail Size 8d ring shank (min. 2.5" long)
2. Minimum Screw S ze = 48 x 2"
3. Minimum Sheathing Thickness 19/32" CDX Pl9wood
4. Use nails or Screws basqd on pressure for roof stated
in permit info box on these plans for zone 3
Kea
Area
Edge
Field
Fastener
Max.
Pressure
Mone
I
Lit
411
8d ring shank
'45 paf
Zone 2
.4 It
9 it
8d ring shank
IL psf
Zone 3
If
4
of
.4
8d ring shank
84 psf
Zone 3a
9V
41,
US wood Screw
112.5 psf
Use nails or sqrews based on pressure for rgof stated
in permit info box on these plans for zone
Concrete
Lintel
Column
Verifg With P lani
>
12"x 12"
I Column Block
Rebar
Rebar < 48 Bar Dia,
Min. Overlap
to Lintel Attda�mert
NTS
Provide #5 bars with min. -48 bar
diameters overlap into beam. Tie
filled call steel into continuous
beam block steel.
-Crete
Provide Cast
BLIB-OB/OT precast
lintel set in mortar
Min. 0' Bearing
Provide #5 bar set in pre -cast
lintel into beam where length of
the opening calls for it.
f
7_1
r-
j'. ,
NT '�J
11\
.,I
L
Provide PT Buck
;� J
attached per jamb
details into filled call
'j
4' Pre cast
Fille
d Cell
Provide 45 bars with min. 48 bar
rametars overlap in filled cell, Tie
filled call steel into continuous
looter steel.
Concrete Footing
face focter schedule
for exact sizes)
DETAIL AT WINDOW 'I OPENING IN
Scale: 1/2"
CBS WALL
PLY REAR GIRDER TRUSS
Nail 2" x 4" blocking to vert. leg of
truissi with 10d x 1.5' nails at 4" oi
Install Simpson MGT into wall usin
174 5/8' die. threaded rod set min. 1�"
\1 into wet beam and (22) 10d mailis into truss,
TRUSS BLOCKING DETAIL
AT GIRDER STRAPPING
AT CENTER BEARING POINT
1/8" thick light textured stucco installed per
ASTM C lt26 over ASTM 0 tUpe 2 paper backed
wire lath nailed to substrate through one Is er of
A5TM D Tilpe 2 felt paper using Bid nail5! Substrate
to be 19/32' COX Pillwood nailed at 4" o.c. in field
and edges with Od ring shank nails into studs.
Gulf Coast Suppig and MFG Sv Crimp Metal roofing FL #11451.12
a. Sv crimp metal roofing attached to plilwood clack using #9 x 1.5"
w2o4olacrews with self sealing washer at 12" o.c. max spacing over ASTM 0
(tgpe 2) 30 lb felt underlagment installed with min. 4' side laps and 4" end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
and two stalgered rows 12" o.c.
s2aced 4" o.c. at all in field. Attach
IS
sick to trusses using al�etachment detail on this sheet
111311
Trecast Lin ai Clear "A"
bif fill '), -'k Lintel Bar
t4zr_� I -
Bars Bars
al CLEAR engthILength Span
1 1 2'-10" 2'- 8 2,45 none
it, V,,-
t.
B!"i BFS-IBAT 8F8-IB/2T 31-L" 31-4m 2'-2- 2,;; 3 none
kidditional
141-01,
3'_10"
21-811
2,43
none
G bars
4'- 4
31-21,
2A 3
none
Row of '14"
Above
'_4"
S'- 2
4'-0"
2'#3
none
o-101i
4'_411
2,U I
none
cart Lintel
didiftional
S-4-
2,1;4
none
bar&
. I
J!
Marie
81116-1BAT SPIL-IB/2T 8'- 4 11-101, .1,-0.
NOTES: 2A 5 none
1. min. coverage or stii
2. min. Imerng required 9 ca. emd=S' ALL reinforcing Steel is grade LO�
3. standard for reinf. steel-ASTM A415
TYPICAL LINTEL SECTION
If PRECAST CONCRETE
LINTEL SCHEDULE
Mark
W1
kar.
"Unnit
Width
Lintel
Size
(;ast-Crate
Specification
Ran of
He Block
Above
IS-yj1,-)
Bottom
steel
size
T
Stial
5114
Max
Grari
Load
(PLF)
Max
Uplift
Load
(PLF)
Max
Lateral
Load
(PLr)
L22
2'-2"
3'-LN
8F8-OB/1T
I
so
3064
150
1024
L31
T-64
2'-S'
31-1.
4'-0"
B!"i
ss
2561
1363
1If3
L45
4`9*
W-10"
Bill
#5
1 1105
404
3341
LSO
S'-O'
V-0
81118-015/1'r
I
Of
1238
835
121
LIO
61 -0.
1'-&'
#S
loll
121
534
LBO
8'-04
all
Blice-113/2T
#5
2
#9
162
591
$12
L90
T-06
10'-60
81111111-118/2T
#6
2
1.43
530
401
L908
T-ON
W-go
SIFIL-113/2T
ONE
1
85
1 2
1 #1115
533
1183
401
1_100
10'-Ox
ll'-4"
Sf=S-IB/2T
1
$9
1 2
1 #5
592
1 4`14
452
LIOOB
10'-Oo
Il'-4w
81114-3/2T
ONE
1
#5
2
1 0
1344
1028
452
L120
12'-Off
13'-4m
B!"i
1
#5
2
#5
411
428
324
L1205
121-04
W-Als
811116-18/21f
ONE
1
$6
2
8$
IO'Is
110
1 324
L140
W-ON
15'-4*
SPIL-15/2T
ONE
1
#5
2
0
WO
609
259
L160
W-O"
ll'-4'
of=@-18/2T
1
#5
2
0
300
192
194
1_1608
IC-O"
ll'-4*
BFIL-113/2T
ONE
1
#6
2
st
also
goo
19.4
- ALL. LINTEL$ SHALL BE MADE BY CAST-CRETE.
- LINTt=LS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE
- REFER TO CAST-CRETE CATALOG FOR ALL INFORM(ATION REGARDING
LINTEL CONSTRUCTION, HANDLING INFORMATION, All SAFE LOAD REQ.
REQUIREMENTS
- LINTELS OVER 14'-0" LONG ARE TO BE FRESTRESSIED.
Simpson HETA 20 or equal
hurricane anchor at each truss
with (10) 10d x 1 1/2' nails
24' a.c.) sup orting Max.
r,
119101be. uprft
Aluminum Drip ------
Edge I Fascia
'T
T
2" x L' Sub-F
Kaycan Full a vent vinlil soffft inifitallod
weirg 1/8' da shank x 1.5' long gaiv.
rlrzlrals with 3/84 die. head per
t ,,,.Vl - beft chart sheet #1
12" x 12' concrete column
block filled with concrete
and (2) #1 bars vart. tifiri ---
into liritel* above
thicken edge to B'xa"
ulth concrete and
one 95 bar continua
BEYOND us _\
Top of footer
14" below finished floor
4
Aluminum Drip
Edge t Fascia
Flash and Counter
flash
Nail ledger to
gable end tru
with (2) 10d Ala
at each web
1/2' thick stucco am 3/8' hi-nb lath
attached to horizontal and vertical wood
Framing with nails or staplure to provide
no less than 1-3/44 penetration into
horizontal wood framing and 3/4' penetration
into vertical wood frommia members
5/8" thick light textured
stucco on tgpical concrete
block construction
Varies - see plan
95 bar vart. wl
30" overlap
at each filled call
i
I
Rear Patio/Slab to
be flush with bottom of
sliding door recess.
Stop per foundation plan
Slope per foundation plan
Poured Concrete or
concrete block wall
locurad Concrete Or
concrete block wall
Concrete Anchors f
Manufacturers Specs
a Anchors Per
Wrers Specs
1/4"Mait
Flush Mounted Shutter Detail
Aluminum Fanel
Sims per manufacturer
Ogg Tiwical f2tud Ufftarl
1/0' x 3/S2' Wing Nut III
and
appropriate washer spacing
oar manuracturer's Details
Stud Detail
Stud w/ Die Cost Zinc NTS
Nickel Plated Wing Nut
nts
Brace Gable and
with 2" x 4" SYP 42
Oft back nailed to bottom
of top chords using (2) 10d
maillis at each truss
RE-ENGINFEERED WOOD TRUSSES
24"o.c. TYPICAL
shop drawings bil manufacturer
<
F-
UJ
:r
to
to
x
_117
W
40
1113
< 4A
'a
4J
Il—
Aa- EL
UJ
a
X-Jr:
to u;
U
A
C C
a fa
to
t!
ZIL01
Erz
a
Cc
—
a
tT) 10
'q-
C4
CNI
<
:3
_IC
Lau:
Enic
Brace Gable end
with 2" x 4' SYP #2 min.
8ft back nailed to bottom —
of top chords using (2) 10d
nails at each truss
\R-30 blown fiberglass
in bottom chord of trusses 0
I
--1/2' drilwall with smooth finish io
Two rows of beam block filled with concrete
--and (1) #5 bar rant. in each row. Substitute
�recast lintel filled with concrete and (1) #6
ar cont. for bottom row over openings
1/2" drywall over I" x furrin
strips at 14" o.c. with R+I ?,-foil
--insulation on tgpical 8" Block walls
All drIlwall to be installed per FBC R102.3.1
and shall meet all pertainini ASTM codes.
X) Mortar to be TUpa I'M" on � pro fortioned Der r-BC R401.1
and Mortar joints shall com LI with FBC R601.2.1,
Provide Dur-O-Rock at aPuiet areas (ex. showers, tubs etc...
LU
0)
W
Strap
truss to wall
using Simpson MGT with
Simpson
HETA 20
S/a"
die,
threaded
rod ith min 12" ambadmant
W
hurricane anchor
at each truss
into beam
[22) 10d
truss leg
either wet
nails into
per detail
set or in epoxg with
truss. Add blocking to
on this sheet
24 o.c.)
(::H7 I- �TA 2 �O 1810
supporting Max.
bs. uplift
&
411111!
PON//
A
�0
i6pix
I
is
Ill
li�*Vl
WWI I
we'�aameme-
- 41-E-M
NMI
J F
1111 -1
IFAMMA
PRE
I
WES
-
IFNI
Alma=
rim
1
—
miss
LU
RI
(f)
LIJ
:3 < 'J
Qlfo
[L
Q >-GJ
E
LU
JU () W
Z
Z
LU
I < LL
LU a
_Jc:
En
I -dI
W
Fill cell with concrete and
--,(]) US bar vert. ftgpical).
ROOF FLAN
Wood
Max. spacing shall not exceed
4en unless otherwise noted
Base
see foundation plan notes for
OVERHANGS AT 1'-0" UNLESS OTHERWISE
NOTED ON THIS SHEET
spacing at openings
1" concrete slab with ribermash OR
ROOF PITCH AT 4:12 UNLESS OTHERWISE
NOTED ON THIS SHEET
VxL' #10/10 U)WM on 6 mil Visqueen over
TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER
Zi compacted termite treated fill
ANY CHANGES TO THIS PLAN SHALL BE
SUBMITTED TO THE
_1110HIMMI IN I IE�tl I I I�tl I I 1=1 I I 1= M
MIMN0111
77
Tgp[Cdl S&CtIOn dt FrOnt FOrCh
Scale : 1/2" = l'-O"
Braden t Braden AIA, FA
Architects - Planners
411 S.E. Coconut Avenue
Tel : (112) 281-8258
Fax : (112) 281-8283
E-mail. bradenaia8comcast.net
Stuart- FL S4994 UAACOOOOS2
ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION.
ALL TRUSS TO TRUSS CONNECTIONS BY
TRUSS MANUFACTURER
ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR
TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION
CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE
FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION
Wunne Building Corp. MODEL: Date Drawn Revisions Sheet
3-28-18
GARAGE Dr4wn bg:
THE STERLING LEFT
C.C.U.
Spanish Lakes Checked bg:
St. Lucie Countg Florida ID-1IR-S. OF 5
Comm
Opt. PATIO/SLAB
PANELIIAII
Poles
SR
Load
Wire
Description
errc#
cIrc#
Description
Wire
Load
SR
Poles
2
40
1.0 kw
#6
A/C comp
1
2
AHU
#10
3.6 Ica
30
2
3
9
4
4
Re 1199
2
30
4.5 kw
alo
40 gal. water HTR
#6
12.0 kw
50
2
1
120
1 1.8 Ica
U12
Pump
1 10
Driler
#10
15.0 kw
1 30
2 1
12
-
1
20
LS Ica
#12
13
14
Dishwasher
:l:12
1.2 kw
20
1
1
20
1.5 kw
$12
Microwave
is
16
Refrigerator
*12
1.2 Ica
20
1
1
20
1.5 kw
#12
Kitchen S.A.C.
11
is
Recepts
$12
-
20
1
1
20
1.5 kw
#12
Kitchen S.A.C.
M
20
Recepts
#12
-
20
1
1
120
1 1.2 Ike
#12
Clothes Washer
21
1 22
1 Rocepts
#12
1 -
1 20
1 1
1
20
0.81 kw
#12
Garage Door Opener
23
24
Racapts
012
20
1
1
20
IA kw
#12
25
26
Rocepts
#12
-
20
1
1
20
1.92 kw
#12
21
29
Recepts
#12
-
20
1
1
20
912
General Lighting
29
30
R*cepts
#12
-
20
1
-
1
20
#12
General Lighting
31
32
Racepts
#12
-
20
1
-
1
120 1
#12
1 General Lighting
33
1 34
1 Exterior GFCl
412
-
20
1 1
-
1
20 1
#12
General Lighting
35
1 U
I Bathroom GFI
1112
20
1
1
#12
Smoke Detectors
ST
S8
General Lighting
#12
1
1
20T
0
#12
Bathroom Gri
39
40
General Lighting
#12
!
1
sbare
41
42
Stair EeE
PANEL "A" LOAD CALCULATION SHEET_
Load Description
Qt4.
Watts
Total(Watts)
r �wp�k."t
,SmpII..App!iance Circuit(s)
.. . ................ I ...................................
.Rpnge - ... ... I ..... ... I ........... I .........................
.Rerrlgerator ................ .............
Microwave
.......... .................... .. .....................
.01sh. Washe.r ..............................
.Wate.r..Heatsir ...... ...........
.Wq�sir. PyMp ......................
pperisir .... ...... ................
1135
3
15�205
2
1,500
3,000
1
12,000
12.000
1
1,200
1,200
1
1,500
1,600
1
1,200
1,200
1,200
1,2-0-0-
5,000
1 5,000
1
4,500
14.600
1
1,800
1.800
1
1-810
810
Total Watts
31,415
First 10000 Watts 9100%
1
10,000
10,000
Remainder 2"1.415 9-40%
1
lo"'ILL
Electric Heat or A/C 10,000 00%
1
-0
10,000
10.000
Calculated Load
Watts
30.9L6
Voltage
240
Calculated Wattage Divided bg Voltage = Total Amps 129.03
Panel Size Required = 150 A ,
Electricdl Sgmbol Legend
S
Single Pole Switch
0�1
Recessed Cam Light
Double Pole Switch
Egeball Recessed
foal
Push Button Switch
Exhaust ran
=E)
Duplex Outlet
Ceiling Mounted Light
==0
I Special Receptacle
0-
Wall Mounted Light
,:tt�ta=
ground fault circuit
1�
Light with Pull Chaim (attic)
a
Floor Duplex Outlet
@
Computer Connection Jack
Fc-m-1
Carbon Monoxide Detector
Flood Light
Thermostat
Electrical Panel
Central Vac
[EE�
Electrical Meter
Smoke Detector
Calling ran
Television Jack
FT-1
Telephone Jack
AC DISC
A/C Disconnect
I x 4 Florescent Light
CE�l
12 x 4 Florescent Light
I Intercom
Speaker Hook -Up
ID
JUNCTION BOX TO SUPPORT A FAN
THERMOSTAT LOCATION
B/A BALANCED AIR
.Electric Notes:
I..Use cover wire only. no aluminum.
4
2 Provi e and wire all required smoke detectors.
3. Contractor to verifg location of electrical
service and provider.
4. ALL gaddle fans shall be on a rheostat.
S. ALL ath and kitchen receptacles to be GFIrotected.
6. ALL exterior outlets to be WP/GFI protecte .
1. Recessed cans to be installed per NFPA requirements.
8. AFCI receptacles are reguired in all rooms except
Kitchen, Bathrooms, and Garage.
9. A/C Return Air Balance Must compig w/ FBC RM1602
10. A/C Refri erEnt lines that are run thru slabs must be
sleeved in AV
11. ALL A/C Equipment shall compig with energg calculation
12. All work shall be performed bg a licensed electrical
contractor, the completed agatem shall be fullg operative.
13. Contractor shall pag for all fees, permits, testin and
inspections including blower testing where requireg.,
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 liabilitg and propertg damage for the
duration of the work.
IL. Contractor shall guarantee all materials and workmanthip
free of defects For a period of not less than two gears from
the date of acceptance or certificate of occupancg, or one
gear from closing sale of house.
Correction of defects shall be completed without ad4ltlorlal
charge and shall include replacements or repair of amg
other phase of installation that mag have been damaged.
1411 CFM
MAST R
BEDRO M
1411
12xI2xIO
B/A
-71 k4\ I
12xI2xIC6
B/A
Covered Porch
GRE,L�T
ROO MI
niter Registers
208 CFM ot calling ran
I
H.B.
x4x4
Ell
ex X4 =J 1201
6 r-M
Soffit ATH
N
1 2 CFM
21 r-M 12x4xl
10 )d
2 x2O
T---1
I RlIaA
0
00
CY
L
tu I
>
F-2-2"-x
Attic Access 1
with 4ht
L- - - - - IL
Meter 150 Amp N
rfl N Panel
GARAGE
I r ----------------- I I
�IEC��.4NIC.4L LA`rCUT
SCALE: 114" = I'-011
11. It is not the intent of these plans to show everg minor detail
of construction. The contractor shall furnish and install
all items for a complete electrical sgstem and provide all
the requirements necessarg for the equipment to be placed in
proper working order.
Ia. All work shall be done in accordance with the N.E.C. and
shall compIg with all local codes and ordinances, and shall
meet all standard requirements of the local electric utilitg
and telephone compang.
19. The electrical sgstem shall be completeig and �effectivel
grounded as required bg the latest edition of �the N.E2.
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 racewags and pipes placed in or through ang concrete
slab shall be spaced a minimum of three diameters of the
largest conduit or pipe from ang other service.
24. All exposed wire below 9'-1" shall be installed in metal EMT
conduit,
26. Orger Vents to be installed per FBC RMIS02
DINING
ROOM
111111U.1
" FA JI
460-an
13re,
208 CFM
loxiox-11
ATH
146 Cr-M
IOYAX6
SECOND
BEDROOM
1\ 12xl2x8
�� B/A
COVERED
PORCH
... rH le nt thru
--- so-Frif-
A/C disc.
1505
*2/0 Aluminum feed AMP -
I W Conduit Mcs
PANEL
Me�
2" PVC ( FPL k
2" rigid service rPL Bar# U coppe& wire
to #5 cont. ar in slab
ELECTRICAL RISER_
- Contractor shall use AL-CU Landing lugs. NTS
- Contractor shall torque lugs I.A.W.
manufacturers recommendations wlych
shall be verified prior to construction
Exhaust Duct
Thru Soffit
4" Exhaust
Duct Thru
Wall
W.P.-.p
Install oulet
under disc.
not shown I
claritg _
ELECTRIC;4L f=L;4N
Braden it
Braden AIA, FA
Architects
- Planners
,411
S.E. Coconut Avenue
Tel :
(112) 281-8258
Fax :
(112) 281-8283
E-mail:
brade naiag com cast. net
SCALE: 1/4" = I'-011
Attic Venting Calculations FBC 2309.1
Total Attic Space = 2124 sq. ft.
Venting Ratio 1/150 = 14.1� sq, ft. required
Provide A Continuous Vented Soffit
Wgnne Building Corp.
THE STERLIN
Spanish Lakes
St. Lucie Countg Florida
MODEL:
GARAGE
LEFT
)ate Drawn
3-28-18
DrAlwn bg:
C.C.U.
Checked bg:
ID.R.S.
Post Light
Photo cell I
Revisions
4`3`
H.B.
Exhaust Duct
--Thru Soffit
Wire For
Front Post
Light
Sheet I Comm #
E-1 11�-30(
OF 5
I
A=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses. I I
310Y'Span'or less 1,& 30' to 60' Span
6 0 degrees Spreader Bar
o )r
r less
4-1 12 P piece 2/3 to
Line Spar cl�)Prox. �/2 cx Span
REFER TO BCSI REFER TO BCSI
�ust be set t� s wny if crone used. Truss must be set this way if crane used.
an ,�rnp[r, �r t1i,1, 1�y 1.t rtlh This is an example, truss may not match.
"t, t", this �ny Insist crone operator sets truss this way.
MULTIPLE PLY TRUSSES MUST BE
I-ASTENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
Ai IF MULTIPLE PLY.
For Truss to Truss Carrying Girder
Connections see
hanger/connector ails must be as
shown. Guide tabs at
schedule in engineeringTDome angle nails.
package.
Ca Tied Truss
SEAT PLATES BY CHAMBERS
12
4.00
08
�00
v
upset=1/4" hel 15/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
END DETAIL: TYPICAL VAULT
upset=1/i heel=3 15/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
TYPICAL END DETAIL
INDICATES LOAD BEARING
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'1
ABOVE FINISHED FLOOR
TRUf)'SES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL
Ak AKKANULWITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18'- 24'IN LENGTH
Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers
I A 0
T_
5PAGING NOTE
ALL TRUS5E5 ARE TO BE SET
AT 2'-0: ON CENTER
EXCEPT AS NOTED
UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES
ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR
ANY OTHER A/C REQUIREMENTS. THIS MAY BE IIN CONFLICT
WITH BUILDING CODE AND AtC DESIGN REQUIREMENTS. 11
CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR.
All load bearing walls, headers,
beams & lintels must be in place
at indicated height before trusses
A are installed. A
4_� 14' 71/ 22' /1`1
Aj
IVA
A I VZO =WWWWWR P WWII ZFZ1 0
PIP
0010
F®R
_00
ON 0 who
01
i
�J-
MEMO!
P1
21010
lows
- —
'M
roao
Par
1001
NO
D -Ar wiEBS AT CENTER
W/W B.C. PANNF-L. LOAD W/ (2)
50# POINT LOADS PER TRUSS FOR AA11U
PAP
omora
'01
0
PAP
I
IVA
PIP,
010401
10
01100
assesses
willa
NIA
1
11
111
1
I
11
Vol
110111
111111001111
101
-
116-1100
5-1 1 V-6"
GARAGE LEFT
AA
DOI LIFT TRUSSES
WITH SPANS LONGER THAN
3(Y BY THE PEAK
CONSULT BCSi
7Cj
2Z 14'
r
;;0
7,
CORNER DETAIL
ovoisfujassNI �FmaAiw�
111101 %Nl%
i WNW,
t%%%, I NEN
i R%XXXNE
01% 00;
1% 01 RNIN:
% 0=0
i
W%z
140
11000%
i WNW
i 011050
0=0
i
JIM
INN
18111
Nis
I
SIMI
PC
I
la
aNNI
0
11
01
PNERTEDW WEBS AT CENTER
W17 B.C. PANNEL LOAD W/ (2)
500 POINT LOADS PER TRUSS FOR AII
WON
I NON
FABRI
[ON AGREEMENT
CANISOTIMIrr"MUNTILTM
The legal diii-criplim efe
11'.jinassiss vil I! IIIIIIIii In oft sah
MCI on sole wildhaftfor
Miccossufat 111youl.
haw bow Instilled by to
wri
eye of dellinary the ogre" no 4" to We be Thmi
uch%dtionrxpkok ft"(3) An the
ollegionspallrarstiltilred,orb ban In
4. The at
'111. Is to job all it is
*MY. Tn"hasdw, Ir
The
we be made,
on' Invokis "a
III be made at :UM
Of trueaw Tho:4=
.= If d*.i I tei Cannot &004
too for in o(paynmt to PW Cherallorujinea, remorsel
chisip will be added for or some not pkh,*M not dm* 0111di 11-11,12 % par osonth spri
rag
orka-isanInshere On a" shw=
9, In consideration of Ombwv Truse wolandeV,FT�! for this =dw WdKSVW
Tiec"I'MOre'lly WJwmntml PgYmwd when due oil anli, and A
chiselers Thns by.say enI rao"fig "do Owed b
kW@MO&wu Including ItOl� J., dI and *�"Ibonzlrtytho
ro*iwlL. In PlI
10- In tw Gvwt Of NW litigation concerning iihis
this
7
P=
rmoomg" piaL
fabjiceW
callections event
or payments ralamed to haran, the pw%s a" agraffoci ON kbrm 101181 hereunder
be 88W Wallis Couro, Raddi that If a* vsmm lor any such action we
II.DembnrOMMUM"ArOPw-HOWW&,nd.dAndRWam-W.dC,Md�.O. -
R"pmdbdduForCammcomLkkVMeWPIGUCowncbdWlodT...as
ANSIlirloWfFCA4-20112iiiii"
�A sqlpx siplawa cdWw b awr
multiple ply ftweas millet be ft;6ned 11109ither perenghlegirling
�.bdore they am "I ftiffure.to do so can rejultIn roof conapol
Temporary and pennarient bracing are FOWIned and can
and pro I am afe
party and Is the riaponalb ft of the trum areoW.
,MdY dw contents of the hdgrn;�aon packet Indeded on doWeryl
before setting trusses.
TnIBS" MUSt be Get PILunb and square
Do not bet bunks or aftick of p4wood, rooming lirtatalial or any
'Otbeir q�fitlontrwtet! fonds 2!�bvases. this can cause coijapi
DOINOTSET TRUSSES U31MG THIS LA UT
.;.USE YO
WITH TRUSSES TO S& TRUSSES
CHAMBERS TRUSS INC
3105 Oleander Aienue
FortPleri Fildirlds 349SZ4W23
800-551-5932
rOrt PUMS 7r"Wiii Fax 7rAiii4asail
VarO Beach '772-569-2012 SWW 'MU"W2
The Architect,p, or Archiltecti'm repreeentative's
.,She drawing approval Is NOT a
double Cheek" of the contractoji,
The contractor shall remain responsible,
for Checking field inhpaeurernents end
0 at construction criteria. Architect's
approval covers general roof shape,
navlew Of truss strapping, and loading on
structure from gravity and uplift loads and
thol I 1 '11 metlye locaqris.
CD Approved By:
Daw—_
Braden a BrilcI A.I.
DESIGN RITERIA
County SAINT LUCIE
Building Department ST LUCIE COUNTY
Wind Design Criteria ASCE 7-2010
Wind Design Methiod MWFRSIC-C hybirld Wind ASCE 7-10
Roofing Material Shingle or Shake
Loading in PSF Roof R.D.L.
Top Chord Live 20
Top Chord Dead 7 4.2
Bottom Chord Live 10 Non -Concurrent
Bottom Chord Dead 10 3
TOTAL Load 37 7.2
Duration Factor 1.25
Wind Speed 165mph
Top Chord C.B. Sheefing by builder.
Bottom Chord C.B. Sheeting by bulkier.
Highest Mean Height IZ-00
Building Type ENCLOSED
Building Category ll:Non Restrictive
EWmre Category C
Barrier Island No
Conform to FBC 2017
R.D.I1_=ReSbaJnWM Dead Load C.B.=Confinuotts Bracing'
Verify DESIGN CRITERIA shown above with ttm
building department and your engineer.
Design Criteria is the responsibility of the
Building Designer and/or Engineer of Record.
Chambers Truss Inc. Drawiling Nme: M1 1412
Scale: 1/4 = 1'
73 total trusses, 18 different trusses.
MI 4: RLC ACAD: RLC Reviewed By-_
Date: 11/14/16 Revised: OM21118
1=11i
Is -ion
1 Vi T-V 5"1 WYNNE DEVELOPMENT CORP.
DESCRIPTION:
GARAGE RIGHT CARLTON 299
PAGE 1 of I CUSTOMER INMALS EACH PACAE
18 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11412 71 (o g
11-4 569 -�)mo�PCUR