HomeMy WebLinkAboutBUILDING PLAN-1" T.O.B.
O.H,,
0'-0" Finished Floor,
1:2
4 1 SLOPE
Gulf Coast Suppig and MFG 5v Crimp Metal roofing FL #11451.12
26 ga. 5v crimp metal roofing attached to pligwood deck using #9 x 1.5"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(tgpe 2) 30 lb felt underlagment installed with min. 4' aide laps and 40 and
laps fastened with corrosion resistant tin ca 3 ai�dd Ith 125" ring shank nails
spaced 6" o.c. at all laps and two ataggerei� r a w2 ..,. in field. Attach
I
deck to trusses using attachment detail on this eat
Ei/ 8 thICK lIgnt textured
Stucco on typical concrete
block construction
— — — — — — — — — — — — — — — — — — — — — — — — —
Roo sism, loco
5/8" thick x 8"w cut
coral finished stucco bands
LEFT ELEVATION
SCALE. 1/4" = 1'-0'
Gulf Coast Supplq and MFG 5v Crimp Metal roofing FL #11951.12
24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM 0
(t4pe 2) 30 lb felt underlogment installed with min. 4' side laps and V end
laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails
Tacedo.c. at all laps and gered . rows 12" o.c. in field. Attach
4' two stal
.k to trusses using attachment detaii on this sheet
5/8" thick x 8"w cut
L A + k A
11118 V S UCCO U11 S
Finish Columns with
5/8" thick cut coral
finished stucco bands
ELEVATION NOTES:
Gulf Coast Suppig and MFG 5v Crimp Metal roofing FL WIL51,12
26 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM 0
(tgpe 2) 30 lb Felt underlagment installed with min. 4 aide laps and 6" end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
oyaced V o.c. at all laps and two staggered . rows 12" o.c. in field. Attach
eck to trusses using attachment detail on this sheet
276/8" thick light textured
stucco on typical concrete
block construction
REAR ELEVATIO
— Overhangs at 1'-0" unless otherwise noted on Roof Flan
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.
12
-SLOPE] -4
12
6/8" thick x 8"w cut
:1__�cora finished stucco bands
6/8" thick light textured
stucco on typical concrete
block construction
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
It I 11: 1: IC 1: 1 0 1: '11:11!,
RIGHT ELEVATION
SCALP: 1/4" = 1'-0'
Product Approval Submittal Affidavit
i
I
Opening Schedule Swing Doors, Overbead D Sliding Doors.
rmdow to
Opening
Type
NOA/FL
NUMBER
Product
Model #
Manufacturer
Glass
Attachment method
PST
XM tion
=M
Design Pr -essure
of Approved Testa
1.2.3
t4
FLU 234.3,
Single Hung
SH-100
Impact
PGT
SALM
1/4M dia. tapeons a/ min. I $/a' notration to be
spaced W product approval. CXtractor shall adhere to
min. "go distances specified in Product approval
+ 80 0 PSF
A
IL-0330.02
Overhead
Garage Door
Model 82,4/811
T-4' max. width
W-O' max height
DAB
2�9 OTr 01,1VU �.IWEV �"
LC Ch'suild flood 611118P.4
8 snoxis.ot a
ga�� I:, of r k.CL.L.. 1Lr1_WJ b
5 x 1 111- Is throw,1*sonsia, m onh brscliot. wositionird
n IF 020=:;,= vin odhort to product. SWQVW
10-9-21
50.0/-40.0 pat
13
FL# 140-4.1
Fiberglass
I
Design Pro/
I smooth Pro
Jeld-Wan
Elco 1/4" dia. tapoon with am 1.2S' embedment at 34 max
from cci-nars and ITS' ox, msx� thereafter in head and jambs.
+ 50.0 FSF
C
FL# 251.5
Sliding Glass
Door
Series 110
SGD
PGT
1' nom
T "G SAO
dta. tapcoms u/ non. I perwitratil
1/1, to be
spaced W &ntractor a al adhere to
_ product aW*val.
min. 2 1/2' edge distaricas specified in Product approval
+ 60.0 PSF
Product
NOA/FL
NUMBER
Model #
Manufacturer
Attachment Method
TEST
Expiration
Date
Design Pressure
of Approved Testa
Mullions
FL.# 241.1
1' x 2 3/4" x .315"
PGT
Install per fastener tgl:,e and acmas shown in Table IA and 15
in product approval am 61heeit ?of 2,
+ 58.0 PSF
Roof
FL# 11651.12
5V Cirgopofing
Metal
Gulf Coast Supplq
and manufacturing
2A a. Sv crimp metal roofing attached to plilpsood deck using #9 x 1.5,
voo.? screws wit . h sail w." washer at 12' o.c. max a pacing over ASTM 0
ftgpe 2) 30 lb fait underiagment installed with mim 4 side I" and A' and
los fastened with �osron resistant tin car and with 1,25' ring shank nails
I
ad 11 c.c- at all Laos and two eta We ran 12' o.c. in field. Attach
to russes u" attachment dotall on rod plan
108.5 P5F
Siding
Stucco an Block
Soffit
FL# 12198.3
Model T,4 12" vented
Vingl Soffit
Kagcan
Install using 2' x 2' battens at 4' o.c. screwed to soffit framing using
US x 3" wood screws at each truss. Install soffit to battens using
0,12' din, x 1.5* long ring shank nails with 3/8' dim. head.
+65.0/-35.0 PSF
Hurricane
Panels
Fl# 15014.2
2,4 Gauge
00T%ft6fft THI
Global Protection
Produr"i LLC
PERMIrl
Install using 1/2' cka. solid set load anchors with 1/4" dia.-20 x 1.5"
long 56 screw head combo. with Neoprene washer at 12 1/2" o.c.
along the bottom and 130 ci.c. at the top
+ 45.0 FSP
I
I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record
12
--��OFE 14
\Finish Columns with
5/8" thick cut coral
finished stucco bands
SCALE: 1/4" = 1'-0"
Gulf Coast Supplg and MFG 5v Crimp Metal rocifing FL 411451.12
26 �a. 5v crimp metal roofing attached to plgwood deck using 49 x 1.5"
woo screws with self sealing washer at 12" o.c. max apscing over ASTM 1)
(tgpe 2) 30 lb felt underlagmant installed with min. 4' side laps and 4" and
laps fastened with corrosion resistant tin catis and with 1.25" ring shank nails
yaced 4"ro.c. atmall laps and two staggered rows 12" ox. in Field. Attach
eck to t usses u ing attachment detail on this sheet
I' -I" T.O.B. J4
r
L
0
Q
5/8" thrck x 8"w cut F L
coral finished stucco bands
'-0" Finished Floor Finish Columns with 5/8" thick light textured
00001101ch, i4� 5/8" thick cut coral stucco on typical concrete
finished stucco bands block construction
FRONT ELEVATION.
2" X 4" top platel 11 �' 1/2" drgwall ceiling on truss bottom cord
base -board
HI/2" dr9wall on
2 x 4" studs at W' o.c.
2" x 4" P.T. bottom plate
4" concrete slab with fibermesh OR
VxV #10/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
Interior Non —Bearing Partition
8'-Io T.O.B.
0'-0" = Finished Floor
1/8' Thick cut coral stucco over paper
backed wire lath nailed to substrate through
one lager of 15 lb felt using Scl nails- Substrate
to be 19/32" CDX Plywood nailed at 4' o.c.
in field and edges with 10d ring shank galvanized
nails into truss webbing.
12
SLOPE 1-4
I W1
I [M-1
IM-1 I
1=111M
W1
11MY
SCALE: 1/4' = 1'-0'
5/8" thick x 8"w cut
coral finished stucco bands
-0'-4" A.F.F.
ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING
OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP.
AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE
I q_orf6v PERMITTING INFORMATION (FORM 100)
P6 YL)1_ Flonda Building Code Residential: fth Edition and ASCE 1-10 for Wind Loading
Building Design is. Enclosed Risk Categoru: 11 Wind Velocitg: ILS mph ultimate
ST. LUCIE COUNTY BUILDING DI I Mean Roof Height: 11'-0" Roof Pitch: -4:12
REVIEWED FOR COMPLIAN Internal Pressure C70-97-IG-lent: tO-18
REVIEWED,BY � I a Subjectabilitg to damage from: Weathering: Negligible TermitemVeru Heavu
DATE L:;;" V/ C) Width of Roof End Zone: 3'-4" Wind Speed: 145 mph ultimate
PLANS AND PERMIT MUST BE KEPT ON JOB
SITE OR NO INSPECTION(S) WILL BE MADE Wind Exposure Classification: C
Adjustment factor for Exposure Height; 1.21 x 0.4 so 0.12L ASO design
Load Combination: ASCE 1-10 Section 2A DL+LL; DL+O.LWL; O.LDL+O.LWL
Components t Cladding Wind Pressure (NET) Roof Zone: 1. +201./-32.6 pal
Roof Zonsi 2. +201/-51.0 Pet
Roof Zone: 3. +20.L/-84.0 pat
THESE PLANS AND ALL PROPOSED WORK Components t Cladding Wall End Zone Width- V-4"
ARE SUBJECT TO ANY CORRECTIONS Components t Cladding Wind Pressure (NET;—Wa-11-fone. 4.+35.8/-38.1 Pat
REQUIRED BY FIELD INSPECTORS THAT Wall Zone: 6.+35.8/41.8 pat
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPILICABLE CODES. Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-,40.3 pat
Shear Walls Considered for Structure? yes
Continuous Load Path Provided?Yes
Are Components an Cladding Daiti`Ns Provided?Yes
CONCEALED FASTENERS OR ATTACHMnN Minimum Soil Bearing Pressure: 2,500 psi, Presumilit-i—ve: X B9 Test; psi
ARE THE RESPONSIBILITY OF THE This Building Shall Have t J-4 THI
CONTRACTOR OR RECORD APPROVED SHUTTER32 S 111116FOALT NEITHER:
ROOF LIVE LOAD: 31 pet Roof= DEAD LOAD.- 10 psl
limi nnip I ivr- LnAn. -45 rar FLOOR DEAD LOAD: 10 oaf
I-ILt UUFY
nt s
Braden it
Braden AIA, FA
Wc4nne
Building Corp.
Architects
- Planners
-41-1
S.E. Coconut Avenue
THE
STERLING
Tel :
B
(112) 281-8258
Fax :
(112) 281-8283
Stanish
Lakes
E-mail:
bradenaiascomcast.net
5 . Lucie Countg Florida
Stuart. FL
3-4994 UAAC000032
;1-9&
F-1 = Roof Zone I
Walls Zone 4
= Roof Zone 2
Walls Zone 5
END ZONE
= Corner Zones
Rod Zone 3
J 0 B A Q ID R E S 3: -'(0,0\
MODEL: Date Drawn Revisions Sheet Comm
3-28-18
REAR Drawn by:
PORCH C:.C.U. I . 16-301
RIGHT Checked by, B
ID. R. S. OF 5
V_
'FLOOR FLAN
TYPICAL NOTES: SCALE 1141, 1$-Oli
1. Contractor to verifq ALL notes and dimensions prior to
proceeding with work.
2. Contractor to STRICTLY enforce ALL OSHA Requirements.
3. ALL Lumber to be used as Beam, Rafters, etc... to have
a minimum 1,400 F.B.I. fiber stress.
4. No dissimilar metals to touch.
S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete.
ALL Concrete used for vertical filled cells, cont. tie beams etc.. to
shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix
4. DII at ceilin 3 shall be leveled and attached to bottom chord
h g
of trusses wit Screws per FBC R102.3.5.
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.
11. Contractor to Provide a 2'-8" wide door at one bathroom for
handicap accessibilitg requirements.
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 R302.6
14. Door between garage and residence shall be 1-3/4"t 20 min. rated door
(�� = Water Heater
15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 Der
16. Wall and ceiling finishes shall have a smoke -developed index of not greater than -450
11. All exposed attic insulation materials installed on atttc floors shall have a critical radian
flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation
materials exposed on the underside of the roof deck or on the attic walls shall complg
with F.B.C. R314 - see permit info box of code edition
18. G psum board material shall conform to ASTM C3L, C19, C4-15, C514, CiI C931
C440, C1002, C104-1,C11-11, C1118, C12-18, C1395, or C13% and shall be installed
according to the following: (FBC R-1023-5)
Druwall
Thickness
Location
Orientation
Framimg
Member
Max. spacing
of fasteners
Nail sizing options for
installation of dr wall into
S
Mpacing
a x1mum
wood framing mem are
Nails
Screws
:2- x min. thickness
Ceiling
Perpendicular
2,j-
-1.
12m
13ga 1 3/8" long with 19/44' head
OR
0.098' diameter x 1 1/4" lom
annular -ringed or 5d cooler 21
?2
OR
Walls
Either
161.
a-0-
10
0.080" dia. x 1 5/8" long with
Direction
15/44" head
OR
01psum board mail 0.084" dia.
x 5/8' with 9/32' head.
Ceiling
Perpendicular
24H
11.
l2u
15ga 1 5/8' long with 19/44' head
OR
0.098. diameter x 1 3/8" 1 n
'o
annalar-ringed or 4d cooler me 1p
OR
Walls
Eithe
0.092" dia. x 1 -1/8" long with
Direction
1/4" head
OR
�sum board mail 0-091 dia.
111/8" with 19/44" harL.
CRASH POST CETAIL
34" high 11 4" diameter N.T.S.
steel crash post. Floor
Flange with -4 - 3/8"
11 X9 ansion bolts into
sla (S/8% 50 kai steel plate)
2 �2" 2 �2'
b
0
2 IV
4-
0 2�v
0 0-']
11 12�2' 12�V'l I
I , 4,- * I
F B C 'iR 3 0 2.9.1
per FBC R302-9.2
t 1" x V F.T. Buck nailed to Masomrg Beam
block with case hardened nails
prior to door attachment
Install SGD thru buck into
block with 3/14" tap -con with
1 1/2" penetration at 0 o-c- max.
from each corner and 20." o.c. max
thereafter at head per product approval
I
Use 3/14' tap -con with
1 1/2" penetration at I" o.c. max.
from each corner and 20" o.c. max
thereafter at sill per product appirc
19. ALL ceramic tile surfaces installed shall conform to ASTM AII thru A108.6,
A108.1, A118.1, A118.3, A13I and A13-1.1
20. Cement, fiber -cement or glass mat �jpsuim backers in accordance with ASTM
C1288, C1325, OR CII-18 and installe I.A.W. manufacturers recommendations shall
be used as backer for the wall tile in tub areas and wall panels in shower areas.
21. Insulation including facings such as retarders or vapor permeable members installed
within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics
Shall have a flame Spread index not to exceed 25 with an accompan in� smoke
developed index not to exceed -450 when tested in accordanc STM E 84.
Insulation shall compig with F.B.C. R31L.
Gulf Coast SupplU and MFG 5v Crimp Metal roofint FL #11661-12
24 Ia. 5v crimp metal roofing attached to plilwood eck using #9 x 1.5'
w:J screws with *&If sealing washer at 12" o.c. max spacing over ASTM 0
ftgpe 2) 30 111 felt underlagmerit imstalled with min. 4' side laps and 44 end
laps Fastened with corrosion resistant tin caps and with 1.25' ring shank nails
?aced I' o.c. at all laps and two staggered . rows 12" o.c. in field. Attach
or.it I
to trusses using attachment detai on this sheet
Simpson HETA 20 or equal
hurricane anchor at each truss
with (10) 10d x 1 1/2' nails
24' *.c.) sup ortimg Max.
1810111 uptrii.
Aluminum Drip ---I
Edge t Fascia
2- x V Sub -Fascia
I full a vent vin#1
using I/a' &he shank x 1.
rr rels with 3/8' c
0 'juct approval - see
5/8" thick light textured
stucco on tgpical concrete
block construction
#S bar vart. w/
30' overlap -
at each filled cell
Grade
T Y F1 C A L
12 55:<FRE-ENGINEERED TRUSSES
.4 at 24"o.c. TYPICAL
(shop drawings 1I manufacturer)
#1
S E
\R-30 blown fiberglass
in bottom chord or trusses
\1-1/2" drUwall with wooth finish
Two rows of beam block filled with concrete
���_amd (1) 95 bar cont. in each raw. Substitute
recast lintel filled with concrete and (1) #5
ar cont. for bottom raw over openinga
1/2" driiwall over I" x furrin
-Gtrl a at 14' o.c. with II 101-Foil
Insulation an tical 8" Block wall&
All drUwall to a installed per FBC li
T and shall meet all pertaining ASTM codes.
�Q Mortar to be TUpe "M" I tioned per FBC RI
and Mortar jonts shall c9ply91wrI RiI
Provide Dur-O-Rock at all wet areas (ex. showers, tube etc...
Pill cell with concrete and
__�ffl #5 bar vert. (tiI
Max. a acing *hall not exceed
48" urtess otherwise noted
Wood see foundation plan notes for
Base spacing at openings
4" concrete slab with fibermesh OR
4"x4ff #10/10 WWM on 6 mil Visqueen over
.1. /clean compacted termite treated fill
" I If
�LIPI,1,4ELIEII I NE
tM 14a x 14' Concrete rooting
with (2) #5 bare cont. an
tramoliolorse bars at 48- a.c.
CTION
Scale : 1/2" = 1'-0
IMMAll
fixed door
sliding door
1 1/2"
AREA CALCULATIONS
Living A/C 1"4104 sq. ft.
Front Forch 153 sq. ft.
Rear Porch 116 sq. ft.
Garacie 321 so. ft.
Total
Under
RocI
2,124 sq, ft,
Total
Cubic
Ft =
11,192
2" VTR
I I L
21' VTR
Master("
Bath I
1 2-
Law.
2.
Lay.
4. 1 2' VTR
W.C.
2- 3.
sher.
Kitchen 2.
Lev.
W.C.
Bath #2
C.O. 0 Septic
PLUMBING RISER
I" x V P.T. Buck nailed to
block with case hardened naris
prior to door attachment \
MasomrV Wall
7, �Tgpical Flooring
Bottom Track Bill Install 5GD thru buck into
block with 3/16" tap -con with
1/2' penetration at 4" o.c. max.
Sliding [Door Detail I ach
from a corner and 20." o-c. max
thereafter at jaI per product approvaij amb
At Masonrg Wall NTS
Window
Schedule
Mark
Size
Rough open.
Window Description
PRESSURE
ZONE
1.
+-5�8"x
54ka"x 4.3�4"
Single Hung
ZONE 4
2.
111 V-3 !/a"
15" x ( .3 �W'
Single Hung
ZONE 4
3.
2�-2' x V-2 1/2-
2-Ik2"x 3119W
Single Hung
ZONE 4
4.
14'-5ke`x +-2!4"
1 54ke"x
I Single Hung
ZONE 4
ALL
iWindows to be aluminum
windows w/ tint
an&mullions per
elevations.
ALL
' windows to withstand
pressures in permit info box on
-sheet I
ALL
w1nd ows in bathrooms to
be tempered
All
ri�ugh opening
dimensions
to be verified bg contractor
Nwith
facturer s
specs prior
to construction
Door Schedule
Mark
size
Rough Opening
Door Description
PRESSURE ZONE
*
9�1-0* X -I'-ON
108" X 84"
Overhead Garage Door
ZONE 4
*
V-00 X V-a"
41 '/4"X 83%"
Fiberglass Panel - Imewing
ZONE 4
C
41-ou
X c-as
tm
If x 8 1 �2, " ro-rr-r J,
Sliding Glass Door
ZONE 4
D
21�_Oft
X 41-80
Solid Core - Wood - 4-Panel -Bi-Pold Finished 24" x 81�2"
E
21-4m X c-ax
Solid Core - Wood - 4-Panal
F
W-Ou X iI
Solid Care - Wood - 6-Panal - Bi-Fold
G
2'-8" x iI x I
Solid Corer Wood. Steel. or Masonite Door
H
2178n X C-SN
Solid Core - Wood - 6-Pamel
J
2�_V
X 41-86
Solid Core - Wood - 4-Panel Bt-Fold
K
21!_84 X 1.1-84
Solid Core - Wood - L-Pamel Bi-Pold
L
11-r6l, X II-eff
BI-FOLD
ALL �Exterior doors to Withstand pressures stated in permit info
box On -sheet # I
GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL
WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1
All rough opening dimensions to be verified bg contractor
with Tanu acturer s specs prior to construction
I
Ln
;o
Ir
[metal] windows thru buck into
block with 3/10 tap -con with
1 1/2' penetration at V o.c. max.
from each corner and 20." c.c. max
thereafter atiudambe and 20' o.c. max.
Exterior face at head and per product approval
or wall ----\ Buck to be I' x 4' PT
Detail at Windows
Braden t Braden AIA, FA
Architects - Planners
-411 S.E. Coconut Avenue
Tel : (112) 281-8258
Fax : M2) 281-8283
E-mail: bradenaia9comcast.net
Stuart. FL S4994 UAAC000032
Buck nailed to
case hardened nails
orior to window attachment
NTS
WQnne Building Corp.
THE STERLING
Spanish Lakes
St. Lucie Countg Florida
3C_00
INSTALL VULKEM BLOCK SEALANT
ON ALL JAMB, HEADER,
AND
SILL BLOCK PRIOR
TO BUCK
INSTALLATION
Date Drawn
3-28-16
REAR
Drawn bg.
PORCH
RIGHT
c:. C. U.
Checked hig:
0. R. B.
Attach buck to block wall with
1/4' dia. Elco cone screws with min.
1 1/4'. penetration at 12" o.c. max
and 4 max from each corner thru
Exterior face 2" x 6" FT Buck
or wall
varies
Ni;:=
7LD __Mj
#8 Wood screws thru jamb into buck
at each hinge and 15' o.c. wax and
I') at Al I Pit ont)r brior to dow attachment
Revisions
NTS
-Sheet Comm
21 f 31
OF 5
I
L-4
I
Lol
L_
I X
�_/
I r-- Q
ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2.500 PSF SOIL
a.
SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY
BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM
FROM HOUSE TO DRAINS dF PROVIDED) PER PLANS
CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN
PROPER ENGINEERING DATA FOR DESIGN.
2.
ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS
9.
DESIGN LOADS ARE AS FOLLOWS:
ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI
BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS
ROOF fDL+LL) = 41 FSF
WIND VELOCITY = PER l�PERMIT INFO BOX ON SHEET #I
EXPOSURE =10CII
3-
POISON SOIL AND COVER W/ 4 MIL. VISQUEEN WITHIN 24 HOURS. NO
SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION.
10.
ALL REINFORCING STEEL ISHALL BE GRADE 40, MEETING ASTM A-14, 4
4
GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 4X4 10/10
A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL.
WELDED WIRE MESH REINFORCING ON 4 MIL. POLYETHYLENE VAPOR
BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL
11.
ALL DOWELS, SLEEVES, C�NDUITS, INSERTS, BLOCKOUTS, ANCHOR
(MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH
BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE.
MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH.
FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS,
SEE ARCHITECTURAL OR 'MECHANICAL PLANS WHERE APPLICABLE.
5-
LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS
BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF
CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL
12.
MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE
FOOTING: 3"
STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND
BEAMS: 1-1/2"
COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY
PROCTOR VALUE.
13.
LAP ALL REINFORCING ST I A MINIMUM OF 48 BAR DIAMETERS.
4-
GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND
14.
�EL
11
USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI
DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE
I
ATTENTION OF THE ARCHITECT.
IS.
ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb Of: 1000
PSI OF NO.2 SOUTHERN PIN,E, UNLESS NOTED OTHERWISE.
GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER
FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR
14.
ALL LUMBER IN CONTACT�IWITH ANY CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED. FAS TENERS TO HAVE MIN. GISS RATING.
FOUNDATION f=L,4N
1. Any changes to plans must be submitted to the architect
for approval before proceeding with construction.
2. Contractor shall be responsible for verification of all
notation and dimensions before starting construction.
3. Soil conditions assumed to be 2500 p5f. Should any other conditions be
encountered, the architect Shall be notified in writing for revision
4. Verify all recess thickness at showers, tile, etc....
S. Contractor to provide filled cell with concrete and 1 1*5 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'-11"
and Provide (3) filled cells on each side of openings from 10'-0" and up
Contractor to see plans for any other condition used. Foundation Walls
shall have filled cells at 24" o.c. unless otherwise noted (see section)
L 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 40, meeting ASTM A—l� and
A-35 specifications. ALL Anchors to be A-301 steel.
9. Provide a minimum of 3" concrete protection at footings and
1-1/211 concrete protection at beams for ALL reinforcing bars.
#5 bar ver wl Thicker edge to 8"x8"
30" over-4 SEE TYPICAL with concrete and
L tit A .711--utIll '*�!SECTIONS one 45 bar conti—
at. eac I & ce us
4" concrete slab with fibermesh OR
611xi;" #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
x 14"d concrete monolithic
footing with (2) #5 bars cont.
TYPICAL FOOTING DETAIL
III concrete slab with fibermesh OR
CxC #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
US bar cont.
Step per
foundation plan
C14
1 10" (2) #5 bars cont. bottom steel
12"'
DETAIL AT GARAGE STEFDOWN
Ar'.&I P 1/1" = 1,-e)"
12' x IV concrete column
block filled with concrete
and (2) #1 bars Yert. tied
into tintels above
Top of footer
16" below finished floor
Verifq house slab
height in field
COLUMN FOOTING DETAIL
3OIIx3O"xI4" concrete
column footing with (4)
45 bars each wag
3111111111iffol
#5 bar vert. wl
30" overlap
at each filled call
SCALE: 1/4" = 1'-0"
Termite Protection for New
Construction.
Soil treatment used for subterranean termite prevention
inside the foundation perimeter shall be done after all
excavation, backfilling and compaction is complete.
If soil area is disturbed after initial chemical soil treatmer
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 piping penetrating
concrete slab on grade floors shall not be of cellulose
contain!ing materials and shall receive application of
termicioe in annular space between sleeve and pipe.
4" concrete slab with frbermesh OR
4"xC' #10/10 WWM on 10 md Visqueen over
clean compacted termite treated fill
I i
I flJ
3" NOT. INCUJDED ON THIS PI
8ll
RC IiB EDGE DETAIL
Adjust curb height
based on gar. floor
slope.
45 bar in curb
SCALE 1/2" I= 1'-0"
i
4" concrete slab with fibarmash OR
CA' #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
01-01, a F.F. IIIIIII
77'7. .77. 7''
u x 14"d conc rate monolithic
looting with (2) #5 bars cant.
RAGE CURB DETAIL
SCALE 1/2" I= F-O"
2" x 4" FIT wood sa6ured with
S/8"dia. x 4" anchor bolt at 18" o.c.
overhead door track secured to wood
jamb per manufacturer's! product approval
Uarage L)oor Jamb L)etail
GARAGE DOOR TO WITHSTAND PRESSURES STAT
IN PERMIT INFO BOX ON SHEET 41. SEE PRODUC'
APPROVAL FORM FOR MANUFACTURER MAKE AN[
MODEL.
NTS
Filled Cell Masonrg Column With One
#5 From Footing To Tie Beam
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
Sirole Filled Cell Column
NTS
Filled Cell Masonrg Column With One
#6 From Footing To Beam Each.
Conc. Fill To Be 3000 FBI
See Floor Plan For Location
Double Filled Cell Column
NTS
Braden it Braden AIA, FA
Architects - Planners
,41-1 S.E. Coconut Avenue
Tel : (112) 281-8258
Fax : (112) 281-8283
N B E mail: bradenaia0comcast.net
,A/ I
ONE
2". 101-01,
Bill
101- 141-01,
rfils 0
11 P6
— — — — — --- — rz� - — — — — — 6 0
I Ll- — — r — — — — — — — — — — —
t
0-
8
bD
Rear Ratio/Slab
LLI to be poured separate
from the house slab.
—7
a
CD
Thicken footi to
to "I
24% x 14"d x 4%
under filled calls
if
under girder bearing.
A
r Illo/sInk to
be flush with bottom of
sliding door recess.
?n
Slope 1/2"
2
Go D U
4'
CL
—4
0
2
Va to be
4" concrete slab With fibermesh OR
H.B.
CxC 410/10 WWM an 6 mill Visqueen over
clean compacted termite treated fill
(8AI
I
Ln
—4
In
r_ui rJ-1,,
0
00 ZL
all]
440 Steel Ballard
IM Ofilled wl Concrete
>
=<
U
4J
T2
'a
law
to
d�l
lF
E
rz
—to
E
uz:z
r,
C:() U
1 TD1131-T-T-T-i-17 F) go-
q1ti; x
LU
x
I
Ln
iL
F L Recess for _J
,i,
L
— — — — — — — — — -- I (Tarage Door DO
M E-T 1MIM EFEE IF
V,
12"
x 12" concrete column block filled
wi
h
concrete and (2) #1 bars vert. tied
into lintel5 above
91
31-41,
51-41,
BIN I IE
3C-O"
FOOTING
SCHEDULE
Size
Description
F1
14"W
X 14"D
MONOLITHIC FOOTING
WITH 2 #5 BARS CONTINUOUS
kMark
12"W
X 12"D
MONOLITHIC FOOTING
WITH (2) #5 BARS CONTINUOUS
50"
x 30" x IVD
COLUMN FOOTING WITH (4) US BARS EACH WAY
8 F
8"W
x 8"D
THICKEN SLAB EDGE
WITH 1 #5 BAR CONTINUOUS
81
14"W
With
X I"I"D
Curb at Garage
[MONOLITHIC FOOTING
WITH 2 #5 BARS CONTINUOUS — CURB 9 0'-0"
Wgnne Building Corp. Date Drawn Revisions Sheet Comm #
3-28-18
THE STERLING REAR Drawn bg.
PORCH C. C. U.
Ranish Lakes RIGHT Checked bq.
S . Lucie Countg Florida 0. R. B. OF 5
ROOF SHEETING
ATTACHMENT DETAIL
1. Minimum Nail Size = 8d ring shank (min. 2.5" long)
2. Minimum Screw S lze = #8 x 2"
3. Minimum Sheathing Thickness 19/32" CDX PI wood
4. Use mails or screws bas il
ndson presEpre for roo stated
in permit info box on e e plans for zone 3
Kell
Area
Edge
Field
Fastener
Max.
Pressure
Mone
1
41,
4n
8d ring' shank
46 psf
Zone 2
4
6
8d ring shank
16 per
111zone
3
4
14
8d ring shank
84 psf
////**
Zone 3a
4"
41,
#8 wood screw,11:2.5
pef
Use nails or s;rews based on pres ure for roof stated
in permit info box on these plans ?or zone 3
Verifg with Plan
Concrete
Lintel 12"x 12"
Column Block
F.
Rebar 48 Bar Dia, Rebar
<—Min. bvarlap
Column to Lintel Attachment_
Provide #5 bars with min. 48 bar
diameter& overlap into beam. Tic
filled cell steel into continuous
beam block steel.
Provide Cast -Crete
t
8US-OB/OT precai
lintel set in
Min. a' Bea W71
Provide #6 bar act in pro -cast
lintel into beam where length of
the opening calls for it,
I
ovide PT Buck
=hed per jamb
a
ails into fill . cl
4* Pre -cast
Bill �
DETAIL AT WINDOW
CBS WALL
NTS r
Filled Call
Provide US bars with min. 48 bar
, iameters overlap in filled call. Tie
filled call steel into continuous
footer steel.
COncrato Footing
( at footer schedule
foolir exact sizes)
FENING IN
Scale: 1/2" = I'—C"
INGLE PLY REAR GIRDER TRUSS
Nail 2" x 4" blocking to vert. log of
truss with 10d x 1.5" nails at 4' o.c.
11stall Simpson MGT into wall using
S,/O' dia. threaded rod set min. 12'
into wet beam and (22) 10d mails into trues
I
TRUSS BLOCKING DETAIL
AT GIRDER STRAPPING
AT CENTER BEARING POINT
1/8' thick light textured stucco installed per
ASTM C 924 over ASTM D type 2 paper backed
wire lath nailed to substrate through one lager of
ASTM D Type 2 felt paper using ad nails. Substrate
to be 19/32" COX Plywood nailed at 6" o.c. in field
and edges with l0d ring shank nails into studs.
Gulf Coast Supply and MPG Sv Crimp Metal rocifing FL #111.61.12
24 Ia. Sv crimp metal roofing attached to plilwood dock using #9 x 1.5"
w:J screws with self sealing washer at 12" o.c. max spacing over ASTM 0
(type 2) 30 lb felt urderlayment installed with min. 4 side laps and 4" end
laps fastened with corrosion resistant tin caps and with 1.2S" ring shank nails
%aced 6" o.c. at all laps and two eta in field. Attach
ck pered rows 12" o.c.
to trusses using attachment detat on this sheat
Additional Precast Lin el 11B11
#6 b a Lintel Bar Clear "A"
. . . . . . . . . Length Length Span Bars Bars
r r CLEAR
2 US
1 7-10" 2'- 8 is-ii" none
2,#3 none
2,_.8- 2.43 none
Additional
#5 bars
CLEAR 4'- -4 V-2- 2.43 none
me Row of 'H'
Block Above
2,#3 none
Precast Lintel
2,#.4 none
91 4 2,#4 none
Additi I
I IL #5 bar&
11-01, 2.45 none
NOTES: BF11.-IBAT BF16-8/2'r 11-101, 11-0- 2.45 none
1, min. coverage of steel-1.6"
2. min. bearing required 9 sta. andI ALL reinforcing steel is grade 40.
3. standard for reinf. ateel=ASTM AWS
TYPICAL LINTEL SECTION
( PRECAST CONCRETE )
LINTEL SCHEDUI-E
Mark
Window
or Door
Unit
Width
Lintel
Size
Cast -Crate
Specification
Rows of
Mug Block
.1
Above
(B-AIL-)
Bottom
Stool
size
Top
Ste@
Size
Max.
Gravits
Load
(PLF)
Max
U
Ltrdt
(PLF)
Max
Lateral
Load
ffmLF)
L22
T-20
V-V
OFS-05/1'r
I
so
301191
15611
1024
L31
2'-Lo
2--a-
31-1.
+-00
81118-OBAT
1
#5
2561
MA3
143
L45
+-54
11
8101111-05/117
1
#6
flog
4109
339
LSO
S'-ON
V-0
SrS-OB/IT
1
#5
1238
836
121
L60
V-s"
T-( *
SINS-OSAT
1
#6
1011
12"t
534
LBO
8*-On
T-4m
BF111-113/211'
#5
2
#5
162
Sell
512
L90
"1
10'-&"
4111
1
#5
2
#6
643
$30
401
L90B
Ill' -Om
10'-Am
SPIL-115/2'r
ONE
1
#6
2
#6
1533
U83
401
LIOO
1I
III
BF11-6/2'r
—
1
#3
2
as
502
444
452
LIOOB
10'-Oo
III
SP16-8/2'r
ONE
1
$5
2
#6
15"
1 1028
452 1
L120
11
13'-4*
SFB-IB/2T
—
1
#5
2
#5
411
428
324
L120B
11
13'-4"
SPIA-15/2'r
ONE
1
#5
2
US
1015
110
324
L140
1,4'-0*
IS'-,4'
OP16-15/2T
ONE
I
as
2
#5
1260
&09
259
1_160
IV-00
ll'-4*
1 OFO-IS/2T
— I
1
#5
2
#6
Soo
142
1`114
1.160115,
11
IT-4m 1
or-16-113/2T
ONE I
I 1
#5 1
2
#5
960
600
M4
- ALL LINTELS $HALL BE MADE BY CAST-CRIETE.
- LINTEL$ SHALL BE FILLED SOLID WITH 3000 PSI COr4CRETE
- REFER TO CAST-CRFTE CATALOG FOR ALL INFORMATION REGARDING
LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ.
REQUIREMENTS
- LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED.
HETA 20 or equal
a
Wor let each truss
with (10) x 1/2' nails —
24" *.c.) sup orting Max.
ItI upint.
Aluminum DII
Edge 4 11
1T
2' x 6' Sub-Fascii IT
Kolican full a vent vinyl scirlit installed
wing 1/8' dia shank x 1.5' long galy.
mails with 3/8' dia. head par
approval - see chart shoot #1
12' x 12' concrete column
block f9led with concrete
and (2) #1 1 vert. tiej_�
into lintels above
thicken edge to 8'xB"
with concrete and
one #5 bar continuous
BEYOND
lop, of footer
14' below finished floor
is
4
M"
Aluminum Drip -
Edge t Fascia
Flash and Counter
flesh
Nall 'ed'ar to
gable end truss
with 12) 10d I
at each web
1/2' thick stucco on 3/8' hi -rib lath
attached to horizontal and vertical wood
framing with nails or Staples to provide
no Is" than 1-3/4, penetration into
horizontal wood traming amd 3/4' penetration
5/8" thick light textured
stucco on topical concrete
block construction
Varies - see plan
US bar vert, wl
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__��
Brace Gable end
with 2' x 4' SYP #2
aft back mailed to bottom
Of top chords using (2) 10d
nails at each tru"
0
zini
LU U-n
LLI W
Z U,
Z
F-
LU
LU
LU
Brace Gable end
with 2" X 4" SYP #2 min.
Oft back nailed to ...... 1.
of top chords using (2) 10d
mails at each truss
PRE-ENGINEERED WOOD TRUSSES
>. 9 24"o.c. TYPICAL
I shop drawings bg manufacturer
,R-30 blown fiberglass
in bottom chord of trusses
F-
-1/2' drilwall with smooth finish LU
Two rows of beam block filled with concrete
.and (1) #5 bar cont. in each row. Substitute
recast lintel filled with concrete and (1) US
or cant. For bottom row over openings
'/2 drrall over IN x furrin
--Gtrl�s a 16" c.c. with R4.1 Pf-foll
inau atlo on topical 13" Block wells
Simpson HETA 20
hurricane anchor at each truss
2401 o.c.) supporting Max.
1810 lbs. uplift Q� E �TA 2 �O
Strap truss to wall using Simpson MGT with
5/8' dia. threaded rod with min 12" embedment
into beam either wet set or in epoxy with
(22) 10d mails into truss. Add blocking to
truss leg per dotail on this sheet
.0,
LoNILINININ
1
�IF�IAE
0
M
11111
11'PIA111,01MM
MIN
HIP
IN
rIMA
I
I
- SEA ME
N
Ila
Iry
EVA
rN
11
VA FEE FS ONWA M
rA FAEA
WA 61 VAWA
i YA
Z_/_ _`T_`/_ Y�euL_cs 51L�_L]Laa
I
Crimp Metal roofing PL #11451.12
me. V CrImp
r2caLil
metv ofifing attached to plilwood deck using #9 x 1.5"
00
U) wooeT oi!�rows with
ik,-JL_."-t&TaAaEsirer at 12" o.c. Trax stLacria over ASTV D
Q laps fastened with
TML 11flaimiguldril. iria6allou 11111I min. 'I Blue laps anci is eno
corrosion resistant tin cap 1.25' ring shank nails
a end with
%aced 6' o.c. a
ir t0_1r1Jfifi9W_
- 2MMX6 2fil mv-;;�T
USITA2 aT
�12"2- x S
Attic Access
SLOPE 14
with light
PRO;
All drgwall to be installed per fBC R*702.3.1
and sliall meet all pertaining ASTM codes -
Mortar to be Type "M" orI proportionedr
,,per FBC R(01.1
and Mortar joints shall comp with PSC , 1601.2.1.
Provide Our-O-Rock at al wet areas (ex. showers, tubs etc...)
Fill call with concrete and
(1) #5 bar vert. (topical). R C C F
-Max. ng shall not exceed
48" Aess otherwise noted
see foundation plan notes for - OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET
spacing at openings - ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET
Nl' concrete slab with fibermesh OR
VxV #10/10 WWII on 4 mil Visqueen over - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER
/clean compacted termite treated fill
% - ANY CHANGES 0 HIS PLAN SHALL BE SUB I T D TO H
=1 I I 1�1 I I l�l I I l�l I 111---i I I �=l I I I-
777 ki-ILlol \8
TLJPICdl S&CtlOn dt FrOnt f=0rCh_
Scale - IZ2" = I'—Q"
Braden It Braden AIA, FA
Architects - Planners
111 S.E. Coconut Avenue
Tel : (112) 281-8258
Fax : (112) 281-8283
E—mail: brad enai a0ii comcast. net
Stuart. FL 3,49% UAAC000032
-----------
CRETA 20_'�>
FILAN
to
4J
q)
to ZL CIL
to
tLq) OD
LU
7
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
Wcmne
Building
Corp.
Date Drawn
Revisions
Sheet
3-28-18
STERLING
REAR
Rn r�w
Drawn bq:
.4
THE
Spanish Lakes
St. Lucie Countq Florida
RIGHT C.C.U.
Checked bg:
ID-R.EB.
OF 5
Comm #
PANEL
"A"
Poles
5R
Load
Wire
Description
circu
circ#
Description
Wire
Load
SIR
Polamil
2
40
1.0 kw
#8
A/C comp
1
2
AHIJ
#io
3.6 ko
30
2
3
4
=
2
30
4�5 kw
#10
40 gal. water 44TR
6
Range
12.0 11110
so
2
1
20
1.8 kw
#12
PumP
10
Druer
#10
5.0 kis
30
2
12
1
20
1.5 kw
#12
13
14
Dishwasher
#12
12 kw
20
1
1
20
1.5 kw
#12
Microwave
is
16
Refrigerator
#12
1.2 kw
20
1
1
20
1.5 kw
#12
Kitchen S.A.C.
11
ia
Recepts
#12
-
20
1
1
20
1.5 kw
#12
Kitchen S.A.C.
14
20
Racopts
#12
-
20
1
1
.20
1.2 kw
$12
Clothoi; Washer
21
22
Rocapts
#12
-
20
1
1
20
o.al kw
812
Garage Door Opener
23
24
Racepts
#12
20
1
1
20
1.4 kw
#12
25
U
Racepts
#12
20
1
1
20
1.92 kw
#12
21
28
Rec"ta
#12
20
1
1
20
#12
General Lighting
24
30
Recapts
#12
20
1
-
1
20
#12
Gemara[ Lighting
31
32
Receipts
#12
20
1
-
1
120
#12
General Lighting
33
34
Exterior Grci
#12
20
1
1
20
#12
General Lighting
36
3L
Bathroom GPI
#12
20
1
1
0
#12
Smoke Detectors
3-1
38
General Lighting
#12
20
1
1
20
S02
lBathroom GPI
39
40
General Lighting
#12
20
1
AhAr&
.41
42
PANEL "A" LOAD CALCULATION SHEET
Load Description
Qtg.
Watts
Total(Watts)
.Smoll..A pliance.,Circuit(s)
..p. ............................
.R;ngq ................. .......
.......
.Mi , c , r , oway , e ......... .. ..... ..... ...................
Dish . WashL-.r. . ........... I .......................
............ ...........
Water Heater
............. ......... ...............
P;rpaq. Poor. P pplqr ......... I ................
1135
3
5,205
2
1,500
3,000
1
12,000
12,000
1
1.200
1,200
1
1.500
1,500 1
1
1.200
1,200
1
1,200
1200
1
5,000
5.000
1
.4,500
'4500
1
1.800
1,800
1
810
sic
Total Watts
31-415
First 10000 Watts 9100%
1
10,000
10.000
Remainder 21.1415 9140%
1
0
10.944
Electric Heat or A/C 10,000 945%
1
10,000
10,000
Calculated Load
Watts
=Z_�
30.9t.6
Voltage
240
Calculated Wattage Divided big Voltage = Total Amps 129.03
Panel Size Required = 150 Amps
Electricdl Sgmbol Le
S
Single Pole Switch
Recessed Can Light
Double Palo Switch
Elleball Recessed
f B
Push Button Switch
Exhaust Fen
=E)
Duplex Outlet
Coiling Mounted Light
==0
I Special Receptacle
0-
1 Wall Mounted Light
=me
U.P. r1rc
W= ground fault circuit
in
3,Z.1
I Light with Pull Chain (attic)
a
Floor Duplex Outlet
@
Computer Connection Jack
Fc-ml
Carbon Monoxide Detector
Flood Light
Thermostat
Electrical Panel
Central Vac
EE��b
Electrical Meter
Smoke Detector
Ceiling fan
Television Jack
Telephone Jack
AC cisc
A/C Disconnect
c2m
1 x 4 Florescent Light
CED
2 x 4 Florescent Light
�
I Speaker Hock -Up
F0
Intercom
JUNCTION BOX TO SUPPORT A FAN
THERMOSTAT LOCATION
B/A BALANCED AIR
Electric Notes.
1. Use copper wire on[ no aluminum.
2 . Provide and wire aill, required smoke detectors.
S. Contractor to verifg location of electrical
service and provider.
-4. ALL �addle fans shall be on a rheostat.
S. ALL ath and kitchen receptacles to be GFI protected,
6. ALL exterior outlets to be WP/GFI protected.
1. Recessed cans to be installed per NPFA requirements.
8. AFCI receptacles are reguired in all rooms except
Kitchen, Bathrooms, and Garage.
9. A/C Return Air Balance Must complg w/ FBC RM1602
10. A/C Refriqerant lines that are run thru slabs must be
sleeved in PVC
11. ALL A/C Equipment shall compIg with energg calculation
12. All work shall be performed bg a licensed electrical
contractor, the completed agstem shall be fully operative.
13. Contractor shall pag for all fees, permits, testin and
inspections including blower testing I I
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 habilitg and propertg damage for the
duration of the work.
IL. Contractor shall guarantee all materials and workmanship
free of defects for a period of not less than two gears from
the date of acceptance or certificate of occupancy, or one
gear from closing sale of house.
Correction of defects shall be completed without additional
charge and shall include replacements or repair of ang
other phase of installation that mag have been damaged.
Opt. PATIO/SLAB
1.491 Clam
IOxIOY4
Covered Porch
M STER
DROOM
GliEAT
1441 CFm
IOXIOXL
12x12x1O
S/A
Center Regist I
208 CFM on Ceiling ?%no! 20 CFM
IOXIOXI
'-� Oxiox,
ie�
12x12xI0
B/A
DINING
ROOM
Is CFM
Vent thru 8x4x4
S�;f_ -FE3 L��
ATW
146 CFM
IO)dx6
1210
If
--_Ju
n. <
J
SECOND
BEDROOM
12xI2x8 `1
B/A V2
COVERED
PORCH
�IEC��,4NIC/4L L.41YOUT
SCALE: 1/4" 1'-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 411
the requirements necessary for the equipment to be placed in
proper working order.
18. All work shall be done in accordance with the N.E.C. and
shall comptg with all local codes and ordinances, and shall
meet all standard requirements of the local electric utilitg
and telephone company.
19. The electrical System shall be completelg and effectivel
grounded as required bg the latest edition of the N.E.2.
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 pla S
or as selected bg others.
23. All racewags and pipes placed in or through ang concrete Ile
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.
25. Orger Vents to be installed per FBC RMIS02
0
IN
54
%VWZJA
e
141F
XF
___Vent_t�rw
Soffit
r 2:F x-l;;� -
i Attic Access
L with light
160 Amp
Panel
GARAGE
IF -------------
I
I
I
I
I
I
A/C disc.
ISO
#2/0 Aluminum feed ATIP
1 `/3" Conduit VICE,
PANEL
& _2
2m PVC ( FPL)-f
2" rigid service PPL -Bare #6 c0pne[ wire
to 95 cant, ar in Web
ELECTRICAL RISER_
- Contractor shall use AL-CU Landing lugs- NTS
- Contractor shall torque lugs I.A.W.
manufacturers recommendations which
shall be verified prior to construction
i
Braden It
Braden AIA, FA
Architects
- Planners
-411
S.E. Coconut Avenue
Tel
: (112) 281-8258
Fax
: (112) 281-8283
E-mail:
bradenaiagcomcast.net
H.B.
Exhaust Duct
Thru Soffit -
Wire
Front Post
Light
ELECTRIC/4L FLAN
61-31,
Warine Building Corp.
THE STERLING
Spanish Lakes
St. Lucie Countq Florida
E
Light with
cell
Exhaust Duct
Thru Soffit
4" Exhaust
Duct Thru
Wall
Install oulet
under disc.
shown for
- clarTtg
SCALE: 1/4" = I'011
.Attic ventincl calculations FBC 2309.1
TOtd1 AttIC SpaCe = 2124 sq. ft.
Venting Ratio VISO = 14.1� sq. ft. required
Provide A Continuous Vented Soffit
Date Drawn Revisions Sheet Comm
3-28-18
REAR Drawn bg:
PORCH C.C.U. P-1
RIGHT Checked byl:
0.R.EB. OF 5
A=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses. I
30' Span��or less 30'to 60' Span A
a
0 degrees Sprea er Bar
or less
4 1112 Appia. 2/3 to
1 / of Sp
L r�e span approx. V'o 2 Spicin
REFER TO ECSI REFER TO BCSI
ust be set th s woy if crone used. Truss must be set this way if crone used.
r, iii41-ple. yl,r tr—, My r�t cri This is an example, truss may not match.
'no Isrwlc�l It, t"I's If o wo, Insist crane operator sets truss this way.
MULTIPLE PLY TRUSSES MUST BE
L-ASTENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
A IF MULTIPLE PLY. A
For Truss to Truss Ca"ing Girder
Connections see
hanger/connector TNails must be as
shown. Guide tabs of
schedule in engineering Dome angle nails.
package.
Carried Truss
SEAT PLATES BY CHAMBERS
upset=1/4" heel=3 15/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
END DETAIL: TYPICAL VAULT
upset=1/4" 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'-0"
ABOVE FINISHED FLOOR
TRUSSES FOR THE FIRST MODEL SHOULD BE `)HIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODI-L
ARRANGE WITH 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 V, 7
5PACING NOTE
ALL TRUSSES ARE TO DE SET
AT 2'-0: ON CENTER
EXCEPT AS NOTED
,0i I F=Z;*- " -4� " K=> I— F= F=Qt' " <=> -jr- IF=
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 IN CONFLICT
WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS.
CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR.
All load bearing walls, headers,
beams & lintels must be in place
at indicated height before trusses
I AL are installed. A& I
DONT LIFT TRUSSEs
W[TH SPANS LONGER THAN
W BY THE PEAK
CONSULTACSI
FBI
14' 22' "kz 2Z 14!
1=1
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&
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110
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IPA
h %,Nh
as
1
I
em
1
11040
1
112
1911
P041F
INVERTED ;V�CENTER
0��F
W/9 B.C. PANNI LOAD W/ (2)
50# POINT LOADS PER TRUSS FOR Ali
s,
140
1
01
Polio..
I
r 1121
110
0110101
--------
01041
PIP
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1=11
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FABRIICATION AGREEMENT'
71111111331113 CAMW WarAmED uwM Thooll Agottentorres XWEl
&RETWMED
Vjrri ad In
w"Is thill sole sub W= aft trunt kyout
ZAR(knwniomlnft bow versed of via truni
dI of delivery the undenened mm VA be Tri within ton 00)
wahwdUnnodmb (3) allowei the event
b begin repairs rimpAra4 or to dep in wW
Z TIi�0,d4M0WI1hKIgft 01"'i 14)3=&-Wd
.5. Iob L It by TPI a
== =0 i th. mom on 11111110
chambers Trial; hu low! Sol@ todetwinko for
the ofthe weall
Thna vA be lar OW
The bi to r@GPOABF.* for addolonal hub
j
becaunjob eke la not Propelled jar Or buyar a �Wff for
�Iulierbrnponalbi Lin lor . Cost; due b
I lo. Price as shown kj=3=111 XJWCI Is :7=d=
th brout. AS50 per how Res for antsaft =bbmo= of the am _Mad@ i
.7; 711111111 16 a PL;R=,rE
iiiiiniamort a reason jo:=b C
M be made on deenay and
on deRvi Imi nial be made at scheduled b
dellimir of liabilcated ftinL The Undersigned agil I "my I kw cannot acceit
to Pay Clountim.Tru" ranionatilli,
for casocobm in evil O(P3MwA not tboi ineds. 142 % Par raw& intillice
=Otle added ford an" not peld-will lanni
&.SONU" OF hOub arnywhans an it* sheat Ii harei
9, In consideration of Charribers Trun edaI =1= ON wdwsow
anoadionalty guen'"ll" Pgyffmt wi due Of wry ad A Indlibledrass owed to
Icharniten; Trun by.anif way rac"V medi and Via widannigned ii
Ir"I Including 10mi leel W dell" In PWmt for enter 0111111110111 b Pay . It
W be alaide by V.
10. In fw event of any Rogation concerning lod, Ms hans Indshed twounder
or Payments rederred to hoolni thi Partin &Win I= vmw br il each action wilo
be Send Woe, Couri PajdL
11. D1111lon m"*nWln in Par -H� Standard And Ratiffneri Guiddree 0,
Raspwmbmu For Construction using mew Flo, contacted Wood Tnulain
ANS111TIP11INTUA41-2002- %
DATED,
MtkiOPIG P1Y bun" must be fis�densdl toglimiler perengtolearing
�.belligra they am 44 faftm to do so can miultIn roof cdkpqe.
Temporary and permanent braci;g are requillined and can was we
and property and In the nisponathlifty of Um tun erector.
-Study ft contents of the Irdormadon packet Included on deftery
before setting trusaW
Tnuem must be sa plumb and sq"
Do not bet bunks or stack of pPf*mod, rooting materfail or any
6111ler qdfiWirdinded loads on tinasses. Oft can tiause coRapse.
SET TRUSSES USIMG THIS
T DEUVEM Wri TRUSSES To sl
l0l
son or us
Fort'Pleri Fidri(ja 34982411
800-551-5932
Fort Plerce Tr446SM12 Fox M-4111144711
Vero Bosch M-569-2012 Stuart -7n-2804=
The Architect's or Architect's representative's
shop drawing approval is NOT a
check" of the contractor.
The contractor shall remain responsible
for checking field measurements and
other construction criteria. Architect's
approval covers general roof shape,
review of truss strapping, and loading on
structure from gravity and uplift loads and
th i e c We oca ins. I
Approved By�
Date:
92.0/93.2 MITEX 4.2
DESIGN CRITERIA
County SAINT LUCIE
Building Department ST LUCIE COUNTY
Wind Design Criteria ASCE 7-2010
Wind Design Method MWFRS/C-C hybrid 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 Nion-Concuffent
Bottom Chord Dead 10 3
TOTAL Load 37 7.2
Duration Factor 1.25
Wind Speed 165mph
Top Chord C.B. Sheeting by builder.
Bottom Chord C.B. Sheeting by builderi
Highest Mean Height 12'1
Building Type ENCLOSED
Building Category II:Non Restrictive
Exposure Category C
Barrier Island No
Conforms to FBC 2017
IRLD.L=lReStralining Dead Load C.B.=Confintious; Bracki
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Building Designer and/or Engineer of Record.
Chambers Truss Inc. DravAng Name: Mil 1412
W Scale: 1/4 = 1'
73 total busses, 18 different trusses.
�MM MI 4: RLC ACAD: RLC Reviewed Bi
4 Date: 11/14/16 Revised: 03121118
U) FOR
151-IOW Ti 1 Vi 1 1 111-60 1 iv-106 WYNNE DEVELOPMENT CORP.
5-1
DESCRIPTION:
GARAGE LEFT GARAGE RIGHT CARLTON 299
PAGE 1 of 1 CUSTOMER INIITIALS EACH PACE
18 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11412 75070
1 7 'E)a R c- le-Lotiid A -
IMIM
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'04
MEN
Nis%
1
=0 NXXXXN
XINXI
�Ii
IN—
N1
Jim;
all
0%
ON
INVERTED -V- WEBS AT CENTER
WM B.C. IPANNEL LOAD V01 (2)
500 POINT LOADS, PER TRUSS FOR A4W
all,
0m.
Ow.0
-----------------
a
1011
.
. . . . . . . . . . .
ME=
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