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HomeMy WebLinkAboutbuilding permitI
e
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12
26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(type 2) 30 lb felt underlayment Installed with min. side laps and L" end
laps fastened with corrosion resistant tin caps and with 5' ring shank nails
spaced 6" o.c. at all laps and two staggered rows 12" o.c. n field. Attach
deck to trusses using attachment detail on this sheet
3/8" thick light textured
,tucco on typical concrete
12
block construction
SLOPE 14
MR
COVERED
PORCH
5/8" thick x 8"w cut
coral finished stucco bands Finish Columns with /
5/8" thick cut coral
finished stucco bands
RIGHT ELEVATION
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12
26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" ene
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nail
spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attar
deck to trusses using attachment detail on this sheet
12
4 1 SLOPE
DRESS
I I
0'-0" = Finished Floor
LEFT ELE\/ATION
5/8" thick light textured "
stucco on typical concrete
block construction
Product Approval Submittal Affidavit
Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights
Opening
Type
NOA/FL
NUMBER
Product
Model #
Manufacturer
Glass
Attachment method
TT
EExSpuation
Date
Design Pressure
of Approved Tests
1,2,3
�'4
FLU 11499.2
Single Hung
Series 185
Mi Windows
and doors
G x eycom ail I pqn t at an et me
raw eec corner end G o.c. [herea�ter through 9'f �uck Into so
filled enu .all maintaining inn 2.5' edge distance In strict adherence
to the product approval.
± 60 psf
A
16-0330.02
Overhead
Garage Door
Model 824/811
9'-4" max. width
L'-O" max height
DAB
•stick to calxrete blmk at ce at
o e5 bar Vert. Irq 3/8' x s' Natl Nuc seev. a Cho s at s• oe.
L25' ds sawi st art 4' wipe dstaixe. Imtal trpck to buck
N 5/U' x 1 5/e' ul thread p serer in each rackat maintaining
set of IS edg. dnt'ner - GC to strictly edMra to preaLet apprwai
route l/IG' . ran rdNr to
10-9-21
+ 50.0/-60.0 psF
FLU 16614.1
Fiberglass
Design ProB
Smooth P o/
Jeld-Wen
-
Elco 1/4' dia. tapcon with min 1.25' embedment at 3" max
Pran corners and IT.5" o.c. max thereafter in head and iambs.
+ 50.0 PSF
C
FLU 15332.2
Sliding Glass
Door
Series 420
MI Windows
and doors
L x �1a cam piip. ponettrratian at max
rom eec� corner end T ,c. V &'&J row thereafter throng
PT Buck into solid Pilled CMU wall maintaining min 2.5" edge distance
in strict adherence to the product approval.
+ 48.2 PSF
-
Product
NOA FL
/
NUMBER
Model #
Manufacturer
Attachment Method
TEST
Dapu•ation
tteo
Design Pressure
of Approved Tests
Mullions
FLU 15353.8
CM-18531
vertical mullion
Mi Windows
and doors
For CMU use 123 1/4' x 2 3/4' tapconwith min 1 1/4" embedment
penetration into each Mull Clip. Attach s mull to clip using (4) #10 x 1.25"
salt tapping screws per clip as shown in product approval.
+ 118.9 PSF
_
Roof
FLU 11451.12
5V Crimp
Metal Roofing
Gulf Coast Supply
and manufacturing
2L ga 5v crisp metal roofing attached to pigwood deck using #9 x L5"
(I �je30 ithtelituwallrigmashenat d with max sparde oversASGMe0
tpe aJ P
laps fastened with corrosion resistant tin cape and with 1.25" ring shank nails
spaced G' o.c. at all laps and two staggered rows 12" o.c. in field. Attach
deck to trusses using attachment detail on roof plan
- 108.5 PSF
Siding
Stucco on Block
Soffit
FLU 12198.3
Model T4 12" vented
Model
y I Soffit
Kagcan
Global Protection
ProduFts LLC
Install using 2" x 2' battens at 6" o.c. screwed to soffit framing using
#8 x 3" wood screws at each truss. Install soffit to battens using
.I dia. x 1.5" Iona rina shank nails i 8" dia. head.
+55.0/-35.0 PSF
Hurricane
Panels
FI# 15014.2
24 Gauge
Storm Panels
Install using 1/2" dia. solid set lead anchors with 1/4" dia.-20 x 1.5"
long SS screw head combo. with Neoprene washer at 12 1/2" o.c.
along the bottom and 13' o.c, at the top
± 45.0 PSF
I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record )
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12
26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(type 2) 30 lb felt underlayment installed with min. 4' side laps and V end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach
deck to trusses using attachment detail on this sheet
2 OL 8'-I" BEARING
O.H.
2"
H.
0'-0" = Finished Floor
12
4 1 SLOPE
COVERED
PORCH
I�IL�I L
5/8" thick light textured
1 7/O-ON%
�T. LUCTF'71)U rT' PT-1 nrvf, n lz-
rcr
R'VIF:WED FOR COAT L4 v
REVIEWLD BY
DATE _
PLANS AND PE, 3fTT l f _ .L YT ON JOB
OR NO INSPECTION WILL BE MADE.
12
SLOPE 14
MIME
1AFiOR OFRECORD
stucco on typical concrete 5/8" thick x 8"w cut
block construction coral finished stucco bands
READ' ELEVATION
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11951.12
26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(type 2) 30 Ib felt underlayment installed with min. 4' side laps and 6" end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced 6" o.c_ at all laps and two staggered rows 12" o.c. in field. Attach
deck to trusses using attachment detail on this sheet
ALLMANUFACTURES LABLES SHOWING
U FACTORS AND SHGC COMPLIANCE
WITH FBC ENERGY CODE MUST
RSAND WINDOWS
SCALE: aiIe_ , oS ARE APPROVED
THESE PLANS AND ALL PROPOSED
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD WORK
MAY BENECB9SALYINSPECTORS COMPLY WITH N OROBR TO THAT
ALL APPLIOA®Lal OODii,
TERN9'TE TREATMENT REQD`RED
1/8" Thick cut coral stucco over paper
backed wire lath nailed to substrate through
one layer of 15 lb felt using Bid nails. Substrate
to be 19/32" COX Plywood nailed at 6" o.c.
in field and edges with IOd ring shank galvanized
nails into truss webbing.
Mi
5/8" thick x 8"w cut ,
coral finished stucco bands
FRONT ELEVATION
SCALE: 1/4" = I'-O"
M
ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING
OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP.
I/2" drywall ceiling an trues bottom cord AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE
2" x 4" top plate
1/2" drywall on
2" x 4" studs at W' o.c.
base -board � I [ i 2" x 4" P.T. bottom plate
\ 4" concrete slab with fibermesh OR
6"xV #10/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
Interior Non -Bearing Partition
nts
PERMITTING INFORMATION (FORM 100)
Florida Building Code Residential: Sth Edition and ASCE -1-10 for Wind Loading
Building Design is: Enclosed Risk Categorg: II Wind Velocity: ILS mph ultimate
Mean Roof Height: 1]'-0" Roof Pitch: 4.12
Internal Pressure Coe iclent: ±O.ie
Subjectabilitg to damage from: Weathering: Negligible Termites: Veru Heavli
Width of Roof End Zone: '-4" Wind Speed: I45 mph ultimate
Wind Exposure Classification: C 1.21 x 0.6 = 0.126 Adjustment factor for Exposure Height: ASO design
Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.6DL+O.6l9L
Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 psf
Roof Zone: 2. +20.6/-51.0 psf
Roof Zone: 3. +20.4/-84.0 psf
Components i Cladding Wall End Zone Width:
Components E Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 psf
Wall Zone: 5. +35.8/-41.8 psf
Components E Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 psf
Shear Walls Considered for Structure? Yes
Continuous Load Path Provided? es
Are Components an Cladding Details Provided? Yes
Minimum Soil Bearing Pressure:2,500 psi, Presumptive: X Bg Test: psi
This Building Shall Have the Following:
APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER:
ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf
FLOOR LIVE LOAD: 45 psf FLOOR DEAD LOAD: 1O psf
JOB ADDRESS: 88 HIJARTE
TO LReI'1012
PITCH
0 = Roof Zone I
Walls Zone 4
EM = Roof Zone 2
Walls Zone 5
END ZONE
= Corner Zones
Roof Zone 3
FLOOR I= L Recess top plate gx 3/8"d
f� � for steel enthis
CRASH POST DETAIL see detail o support angle
sheet
TYPICAL NOTES: SCALE 1/4" = I'-O" N.T.S.
I. Contractor to verify ALL notes and dimensions prior to 34" high by 4" diameter
proceeding With work. Steel crash post. Floor Steel countertop support angle
p g Flange with 4 - 3/8" Install V from each end and
2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into one in center of counter.
3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksi steel plate) see angle detail
a minimum 1,400 P.S.I. fiber stress. L" 1/2" drywall
4. No dissimilar metals to touch. 2y2" 2y;
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 °
h II b 3 000 P S I rate and/ r 4 000 P S I grout mix o
Counter top - verify type
with contractor
Base cabinet
2" x 8" wood etude
at IL" o.c.
2" x 8" PT wood plate
s a e . conc o1
6. Drywall at ceilings shall be leveled and attached to bottom chord
13/8"
2h"
KITCHEN ISLAND FRAMING DETAIL
Of trusses With screws per FBC R102.3.5.
p
�/
2r,"
Attach buck to block wall with
1/4" dia. Elco cone screws with min.
1. ALL wood in contact with concrete shall be pressure treated.
O O
1 1/4" penetration at 12" o.c. max
8. ALL wall dimensions are nominal and not finished wall or stud dimensions.
�:, and 4" max from each corner thru
2" L" P7 Buck
Exterior face x
of wall
9. ALL plumbing fixtures to be low flow.
area
10. Contractor to Provide Drain at water heater in accordance
with the current edition of the Florida Plumbing Code.
II. Contractor to Provide a 2'-8" wide door at one bathroom for
48 wood screw& thru jamb into buck
handicap accessibility requirements.
2/2"
2jz,
at each Mnge and 15" o.c. max and
Detail at Door prior to door attachment
y="
12. Lowest finished floor to be set bg Governing Building Department
6"
_,
NTS
surveyor to Set In field.
13. Separation between residence and garage Shall be per FBC R302.6
INSTALL VULKEM BLOCK SEALANT
ON ALL JAMB, HEADER, AND
14. Door between garage and residence shall be 1-3/4"t 20 min. rated door
BLOK
NISTAL ATIONRIOR TO BUCK
Water Heater
Install windows thru buck into
block with 3/I4" tap -con with
1 1/2" penetration at L" o.c. max.
15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per
FBC R302.9.1 fromeachones ands 0." o.c.
16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450
.camax.
per FBC R302.9.2 Exterior face at head and sill per product approval
11. All exposed attic insulation materials installed on attic floors shall have a critical radiant
of wall Buck to be I" x 4" PT
flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation
VarTea
71=t
materials exposed on the underside of the roof deck or on the attic walls shall comply
with F.B.C. R316 - see permit info box of code edition
18. G psum board material shall conform to AS711 C36, C19, C415, C514, C630, C931
I"x4" P.T. Buck nailed to
C460, C1002, C1041,C1111, C1118, C1218, C1395, or C1396 and shall be installed
block with case hardened nails
Detail at WIndOWS prior to window attachment
accordingto the following: (FBC R102.3.5>
g:
Masonry Beam
Drywall
y
Location
Orientation
Framing
Member
Max. s acin
spacing
Nat sizing options for
" x 6"
block with
P.T. Buck nailed to NTS
case hardened nails
Thickness
Spacing
of Fasteners
installation of drywall
Into
prior to
door attachment
Maximum
Nails
Screws
wood framingmembers
2" x min. thickness
Install SGD thru buck Into
block with 3/I6" tap -con with
Ceiling
Perpendicular
24"
1"
12"
13ge 1 3/8" long with 19/64" head
1 1/2" penetration at 6" o.c. max.
from 20."
met
0.098" dieORer x I I/4" long
�j
each corner and o.c. max
thereafter at head per product approval
annular-ringed or Sd cooler nail
/2
O
Walls
Either
Direction
141,8"
1G"
0.080" diaR 1 5/8" long with
15/44" head
p
0
O
Use 3/14" tap -con with
Gypsum board nail 0.086" ilia.
1 1/2" penetration at C o.c. max.
capproval
x
15/8" with 9/32" head.
thererom after at sill per product
Ceiling
Perpendicular
24"
1"
12"
13go 1 5/8 long with 19/64' head
OR
0.098" diameter x 13/8" long
I" x G" P.T. Buck nailed to
block with case hardened Wads
annular -ringed or 6d cooler Wad
Head prior to door attachment
e
Walls
Either
IG"
8'
le
OR
0.092" dia. xx 1 1/8" long with
1/4 head
Direction
OR
fixed door
Gy1psum board nail 0.0915" dia.
x 1/8 with 19/64" head.
sliding door
19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6,
Masonry Wall
AI08.1, A118.1, A118.3, A136.1 and A131.1
12.
N
20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM
<,
C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall
Bottom Track Typical Flooring
be used as backer for the wall tile in tub areas and wall panels in shower areas.
Sill Install SGD thru buck into
21. Insulation including facings such as retarders or vapor permeable members installed
block with 3/14" tap -con with
S l d DDt l 1 1/2" penetration at 6' o.c. max.
within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics
l l n 9
oor a l from each corner and 20." o.c. max
shall have a flame spread index not to exceed 25 with an accompanying smoke
thereafter at Jambs per product approvalJamb
At Masonry Wall NTS
developed index not to exceed 450 when tested in accordance with ASTM E 84.
Insulation Shall comply With F.B.C. R316.
Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11451.12
26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced 6 o.c. at all laps and two staggered rows 12" o.c. In field. Attach
deck to trusses using attachment detail on this sheet
Simpson HETA 20 or equal
hurricane anchor at each truss
with (10) IOd x 1 1/2" nails
( 24" o.c.) supporting Max.
1810lbs. uplift
12
4 F-
PRE-ENGINEERED TRUSSES
at 24"o.c. TYPICAL
(shop drawings by manufacturer)
Aluminum Drip -v \R-30 blown fiberglass
Edge t Fascia in bottom chord of trusses
I/2" drgwall with smooth finish
2" x 6" Sub -Fascia Two rows of beam block filled with concrete
and (1) #5 bar cont. in each row. Substitute
Kagcan fun o vent vinyl soffit installed precast lintel filled with concrete and (1) 45
using 1/8" die shank x 15" long gale. bar Cont. for bottom row over openings
roofing nails with 3/8' die. head per
product approval - see chart sheet 41 1/2" dr wall over I" x furringg
strips al 16" o.c, with R4.1 fI-foil
insulation on typical 8" Block walls
5/8" thick light textured = All drywall to be installed per FBC R102.3.1
stucco on typical concrete ! and shall meet all pertaining ASTM codes.
'lock construction m Mortar to be Type M' onlg proportioned per FBC RLO1.1
and Mortar Jonts shall comply with FBC R401.2.1.
Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...)
U5 bar vert. w/
30" overlap FIII cell with concrete and
at each filled cell (typical).
x.
Max.Mbar spacing
shall not exceed
xceed
Wood 48" unless otherwise noted
Base see foundation plan notes for
spacing at openings
4" concrete slab with fibermesh OR
6"xb" MO/10 WWM on L mil Yisqueen over
clean compacted termite treated fill
a
Grade
",� IIII-IIII - �I�iIIIIII:
-
1 =IIII I = M I
III 1 11111,- 14" x 14" Concrete footing
14" with (2) 45 bars cont. and #5
TY F i C A L S E C T I O N tract-sverse bars at 48' o.c.
Scale : 1/2" = 1'-0"
Window Schedule
Mark
Size
Rough O en.
Window Descrl tion
PRESSURE ZONE
I.
4'-5Ya"x 4'-4 %&"
54Ya"x 54V'
Single Hung
ZONE 4
2,
1.'-2Ye"x 5'-3 %&"
15" x L3 %,"
Single Hung
ZONE 4
3,
2'-2" x 3'-2%2"
21Y2"x 38%"
Single Hung
ZONE 4
4,
3'-1" x 5'-3%"
38. x 43'/;'
Single Hung
ZONE 4
ALL Windows to be aluminum windows w/ tint
nil mulllons per elevations.
ALL windows to withstand pressures in permit info box on sheet I
LL windows in bathrooms to be tempered
Alrough opening dimensions to be verified by contractor
wi h manufacturers specs prior to construction
Door Schedule
M
rk
Size
Rough Opening
Door Description
PRESSURE ZONE
9'-O" x 1'-O"
108" x 84"
Overhead Garage Door
ZONE 4
3'-0" X C-8"
41" %," x 83%"
Fiberglass Panel - Inswing
ZONE 4
6'-0" x 6'-8"
14" x 81 %2" ;i ;�,°`.,`°"
Sliding Glass Door
ZONE 4
2'-0" X 6'-8.
Solid Core - Wood - L-Panel -Bi-Fold Finished 24" x 81 %2"
2'-6" X 6'-8"
Solid Core - Wood - L-Panel
5'-0" X 6'-8"
Solid Core - Wood - 4-Panel - Bi-Fold
2'-8" x 4'-8" x 1 %"
Solid Core Wood. Steel, or Masonite Door
2'-8" X 4'-8"
Solid Core - Wood - 4-Panel
2'-V X C-8"
Solid Core - Wood - 6-Panel - Bi-Fold
ALL
b
GARAGE
W
All
wI
Exterior doors to withstand pressures stated in permit info
x on sheet 41
DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL
THSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41
rough opening dimensions to be verified by contractor
h manufacturers specs prior to construction
12"
Verify attachment
hole location with GC
prior to fabrication
3/8" thick
steel brack
6"
COUNTER TOF BRACKET DETAIL
Y2" �'-� Y2„
2
OE OC
EGRESS
13'-11"
N MASTER
BEDROOM
8'-O" A.F.F.
Flat Ceding
Vanity to be
34 Y2"higigh Lap
0
a'-Io Y2° 12" 8'-Io Y2" 1
lo'-O"
0o O N
o °
O Filled cell under J= O R C H
- girder above
WIRE LATH it STUCCO p
CEILING i
19'-9" -
7
Rod
t Shelf
°i
r _
I
o
L
C
-90
LOS
T I�
H.B.
H
_
_ _ _ - 1'-I1,
Rod
It Shelf
3'-4"
-
32"
-
DRYER A5HER
QLU
O
"
rL
�' S" °
LAUNDRY
E
LU
H
O in
N
1
I
I
I
8'-0" to 9'-B" A.F.F,
Vaulted Ceiling
GREAT' ROOM
I
&Jh
I '
I "
I
I
8'-O" to 9'-8" A.F.F
VaItdC I
O I DINING
i n
Vanig
ty to be
42" 34 Y2 " high I I R O O M
i counter tops to l 3/8" thick steel
5'-3" I I `r overhang wall 1.5" - - I counter too sure its
SECOND
o BEDROOM
8'-0" A.F.F.
Flat Ceiling O
i
12'-8"
®� THIRD
BEDROOMm
O
Flat Ceding
12'-8"
R-u Batt. Ins"Iation Provide auto
closer
150 Amp
Panel
r----------------- i\
I I
cn I I
I I
� I I
GOLF CART'i
GARAGE
tops to
I wall 1.5"
I'
11
See detail on this
J �\u 1e - - r -�
I 22" x 54"
Q € tic cce
I Atwith light ss I
L _ J
L-
8'-0" A.F.F.
Flat Ceiling
IX GARAGI
Block wall rn//- O
MT " E garage to be
2'-8" E�struc�c block N
13'-0"
O
EMERGENCY
EGRESS r----------------- I
1 i
I I
I I
I I
I I
I I
I I
I I
I I
I I
I 1
1 I
IEIEI IEll " 001 y y- - - - MIMI 17111n nn
A
2'-8" A 9'-0" 1 2'-8';I_ 4'-4" 2'-8" I 9'-O„ O 2'-8" I
Braden t
Braden AIA, PA
WJ nne
Building Corp.
Architects
- Planners
BFax
S.E. Coconut Avenue
THE
W i N D S C
Tel el
: (112) 281-8258
Spanish Lakes
: (172) 281-8283
E-mail: bradenaiaecomcast.net
Stuart. FL
34996 #AACOOOOS2
St. Lucie
County Florida
X
NT
n
in m
O
M"_
O
OD
i
O
Square Footage Breakdown
Total A/C Space =
1,153 sq. ft.
Covered Porch Total =
212 sq. ft.
Garage =
459 sq. ft.
Total Cubic Ft = 14,02.4
Under Roof Total =
2,4844., sq. ft.
MODEL:
Date Drawn
Revisions
Sheet
Comm #
8-25-I1
�
REAR
Drawn by:
.�
PORCH
C.C.U.
�
i -i s O
58 HUARTE
RIGHT
Checked by:
I
D.TR. B.
OF 5
AL N
r—— — — — — —
I
F4
O �I 12" x 12" concrete column block filled
1 with concrete and (2) 41 bars vert. tied
into (intels, above \
I.
ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 P5F 501L
9.
SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY
BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM
FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS
CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN
PROPER ENGINEERING DATA FOR DESIGN.
2•
ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS
10.
DESIGN LOADS ARE AS FOLLOWS:
ROOF ( = 4l PSF
ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI
WIND VELOCITY =PER PERMIT INFO BOX ON SHEETI
BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS
EXPOSURE ="C"
3.
POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO
SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION.
II.
ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A -IL, t
4
GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10
A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL.
WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR
BARRIER TERMITE TREATED, CLEAN MACHINE COMPACTED FILL
12
ALL DOWELS, SLEEVES, CONDUITS, 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 TO BE SPREAD IN 12" LAYERS AND
MACHINE COMPACTED TO A MINIMUM OF 2600 PSI IN AREA OF
13.
MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
BUILDING CONSTRUCTION
FOOTING: 3"
BEAMS: I-I/2"
6
TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB.
14•
LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS.
GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND
DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE
15.
USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI
ATTENTION OF THE ARCHITECT.
16.
ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000
8.
GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER
PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE.
FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR
I-•
ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE
FOUND.4T I O N F
%�
L .4
I �t
I
PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING.
I. Any changes to plans must be submitted to the architect
for approval before proceeding with construction.
2. Contractor shall be responsible for verification of all
notation and dimensions before starting construction.
3. Soil conditions assumed to be 2800 psf. Should any other conditions be
encountered, the architect shall be notified in writing for revision
4. Verlfg all recess thickness at showers, tile, etc....
5. Contractor to provide filled cell With concrete and 1 48 bar vert. at .48"
ox. max. Provide (1) filled cell on each side of openings upp to 5'-II" wide.
Provide (2) filled cells on each side of openings from 6'-O" to q'-II"
and Provide (3) filled cells on each side of openings from 10'—O" and up
Contractor to see plans for any other condition used. Foundatlon walls
shall have filled cells at 2411 o.c. unless otherwise noted (see section)
6. Contractor to provide for Form Board Survey — Form Board Survey
to be provided to Truss Company prior to truss construction
1. Contractor to provide for soil test prior to construction and provide
a copy of soil test to architect for review prior to construction
8. ALL Reinforcing steel shall be grade 60, meeting ASTM A—I6 and
A-39 specifications. ALL Anchors to be A-301 steel.
9. Provide a minimum of 3" concrete protection at footings and
1-1/2 It concrete protection at beams for ALL reinforcing bars.
#5 bar vert w/ Thicken edge to 8'1
SCALE: 114" = I'-O"
FOOTING
SCHEDULE.
Mark
Size
Description
FI
14"W
x 14"D
MONOLITHIC FOOTING
WITH 2 #5 BARS CONTINUOUS
F
12"W
X 14"D
MONOLITHIC FOOTING
- C STEP DETAIL ON THIS SHEET
0
30"
x 30" x 16"p
COLUMN FOOTING WITH (4) #5 BARS EACH WAY
F
8"W
x 8"D
THICKEN SLAB EDGE
WITH 1 45 BAR CONTINUOUS
F5
t
With
x 1IIIWih Curb at Garage
MONOLITHIC FOOTING
WITH 2 #5 BARS CONTINUOUS - CURB ® 0'-0"
912"W
X 18"0
MONOLITHIC FOOTING
- 6" STEP DETAIL ON THIS SHEET
30" overlap
SEE TYPICAL
with concrete and
4" concrete slab with fibermesh OR
at each filled cell
ECTIONS
one 45 bar continuous Cx6" #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
4" concrete slab with fibermesh OR
GRADE
4'1 #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
a -
in -
—
Grade
IIIIII-
-I
'lil
;DJSEi
all
PORCH
SLAB EDGE DETAIL
—I 1
�- I I I �— 14% x 14"d concrete monolithic
footing with (2) 45 bars cont.
SCALE 1/2" = 1'-0"
14"
#5 bar vert, w/
TYPICAL FOOTING DETAIL
1
30' overlap
SCALE I/2" = I'-O"
at each filled cell
SEE TYPICAL
4" concrete
slab with fibermesh OR
Adjust curb height
4"�SECTIONS
6 iixC 910/10
WWM on 10 mill Visqueen over
based on gar. floor
4" concrete slab with fibermesh OR
clean compacted termite treated fill
slope.
VxL" #10/10 WWM on 10 mil Visqueen over
#5 bar In curb
clean compacted termite treated fill
#5 bar coot.
Grade
YR �
-
v-d
—
— —
- —
.... -
1
4 E
.. -
III-
_.'.
10" (2) #5 bars cont. bottom steel
1411w x 14"d concrete monolithic
footing with (2) 45 bars cont.
12"
4..
DETAIL
AT 6" GARAGE STEPDOWN
SCALE 1/2" = 1'-0"
GARAGE CURB DETAIL
SCALE I/2" = 1'7O"
12" x 12" concrete column
block filled with concrete
and (2) #1 bars Vert. tied
into lintels above
Verify house slab
4" concrete
slab with fibermesh OR
height in field
L"x6" #10/10
WWM on 10 mil Vis ueen over
q
clean compacted termite treated fill
Top of Tooter
IL" below finished floor
#5 bar Cont.
IL'
4.:
III 30"x30"x16" concrete
`r
column footing with (4)
L,
45 bars each way
(2) tt5 In cont. bottom steel
10°
30"
12"
COLUMN
FOOTING DETAIL
IF DETAIL
AT 9" GARAGE STEPDOWN
SCALE 1/2" = 1'-0"
SCALE 1/2" = 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 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 piping penetrating
concrete slab on grade floors shall not be of cellulose
containing materials and shall receive application of
termicide in annular space between sleeve and pipe.
2" x 6" PT wood secured with \
3/8"dia. x 6" anchor bolt at 18" o.c.
overhead door track secured to wood
jamb per manufacturer's product approval
Garage Door Jamb Detail
GARAGE DOOR TO WITHSTAND PRESSURES STATED �-r cJ
IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT
APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL.
Filled Cell Masonry Column With One
45 From Footing To Beam Each. Filled Cell Masonry Column With One
Conic. Fill To Be 3000 PSI
See Floor Plan For Location 45 From Footing To Tie Beam
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
)Ouble Filled Cell Column Single Filled Cell Column
NITS NITS
8'-I0Y2" e-10122 I.
P4 10'-0"
CDr---- FI — — ——
F
I I
I FI I p
I Fllle
I 24" 1 r gird
FI � r
;_LI E
I `�
Thicken footing to
24% x 14"d x 24"L I O
under filled cell I (]
under girder bearing. EE
L _ N
`r�01N I FI
LL -
I
I
I
� I
°
----L= F -
-�-ELT
d cell under
er above
Rear Porch Slab to O
be poured separately 1 W F4 I
from House Slab. O O
� I
N
k I
\ 4" concrete slab w1
H B I 6"xC U10/10 WWM on
O I clean compacted to
11 U o _i
I
-i DRYER ASNER
-i I PI
� I
I
IWP
wit
ter
A/C
�I
�I
II
-i
I
I
-i
71 /
FI 4" concrete slab with fibermesh OR
6"x6" 410/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
DI
I
I
]I
I
I _ l
Flu W I
° I N�``11I
L - - y
I
]I
I FI
L— °6------�-----�--
N
°
I
I a F51
O 14 Step W
I ° - O
_i I F5 Z O I r N
O
I I
I
L------FS----� F4 m
Recess for ° ° — —
Garage Door
2'-8" 9'-O" 2'-8"_
Braden It Braden AIA, PA WL4nne Building Corp.
Architects - Planners
TelS.E. Coconut Avenue T jJ E I I I I j�l EDS C
Tel (112) 281-8258 I �� II W I �l
Fax (712) 287-8283 Spanish Lakes
E-mail: bradenaia comcast.net St. Lucie County Florida
Stuart_ FL S4994 #AAC000032
Rear Patio/Slab to FI 1
be flush with bottom of
sliding door recess. Q
Slope I" I O
I
r-
I
I
r-
FI I I
r-
I
I f-
I
Io
I
I
IE
fibermesh OR
6 mil Visqueen over
treated fill I '0
00
I 506
m -
I
I
IE
Ir-
I
I�
I
r-
II
I
I �-
TN'1�►�r� CE
iER EA
I
IE
O
I Dw I I m
1 I I U
� L
I
I
MICROWAVE
38
REP. NON -VENT
CLE
F7707
OPENINGR �; O O — — — I a H.B.
to
1 - - 1.111- - - W.H.
I 4110 Steel Ballard
See detail on this sheet
I I I
I I I
IF w I
I I (L I
I 1 O F5 I
E I of 1
I IE
I I °
I
�IF5 I
O
I I
4L7—
O 1.5" Recess for E EE
Garage D oor
-0"
MODEL:
Date Drawn
8-25-11
REAR
Drawn by:
PORCH
C.C.U.
58 HUARTE
RIGHT
Checked by:
D.R.B.
Revisions :
Sheet
3.
OF 5
0
I
- • e" -. • s U. ••
".
• • me • - - • • • -
Ke
Area
Ede
Field
Fastener
Pressure
Zone I
6"
6"
Sd ring shank
45 psf
Zone 2
�"
6"
8d ring shank
76 psf
Zone 3
�{"
�{"
8d ring shank
84 psf
** Zone 3a
6"
6"
#8 wood screw
112.5 psf
Verify with Plan
Concrete
/ Lintel r—� I
ROOF
F L A
N
Provide tt5 bare with min. 48 bar Provide #5 bar set in pre -cast
diameters overlap into beam. Tie lintel into beam where length of
Scale ; 1/2" = 1'-0"
Filled cell steel into continuous the opening calla for it.
beam block steel.
- Overhangs
at I -O
unless
otherwise
noted on this sheet
- Roof pitch
at +12 unless
otherwise
noted on this sheet
Provide Cast -Crete =-- _ 2� — �' _ _ -
` - - -
- Truss shop
drawings
to be
provided
by manuf acturer
SUB-OB/OT precast
lintel set in mortar _ _... �,_
- Any changes to this
plan
shall be submitted to the
Min. 8" Bearing -- --i -- -I = ---- -�
r.:^r:��.r:;..ti-:.:e•, arehlteet for approval in wrlting prior to Starting construction.
ALL TRUSS TO TRUSS CONNECTIONS BY
TRUSS MANUFACTURER
Architect to review Truss Shop Drawings Prior
.vide PT Buck ,.;, to construction for layout and uplift verification
.acailshed nto filleer jdmcell ' Poured Filled Cell - Contractor to provide for Form Board Survey and to provide
l Form Board Survey to Truss Company prior to truss construction
4" Pre -cast '.
Sill (r-I
I :I
i ra BI
Provide #5 bars with min. 48 bar
diameters overlap in filled cell. Tie
filled cell steel into continuous O
Tooter steel.
Concrete Footing
�J _•'Y' _.. L_ (see Tooter schedule
for exact sizes)
DETAIL AT WINDOW OPENING IN
CBS WALL
I I�
12"x 12"
liumn Block
�-i Rebar
Rebar 48 Bar Oia,
Min. Overlap
Column t0 Lintel Attachment
NTS
Poured Cot
concrete b
N 12"
D.H
ichors Per Q
Specs F_
1mt w
— U
0
J
c
9
TRUSS BLOCKING DETAIL Concrete As Spehorscs
P
Manufacturers Space
AT GIRDER STRAPPING
AT CENTER BEARING POINT Mush Mounted Shutter Detail
Scale: 1/2" = 1'-0"
SINGLE PLY REAR GIRDER TRUSS
Nail 2" x 4" blockinp to Vert. leg of
truss with IOd x 1.5 nails at 4" o.c.
Install Simpson MGT into wall using
5/8" die. threaded rod set min. 12"
into wet beam and (22) IOd nails into truss
Poured Concrati
concrete block u
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 layer of
ASTM D Tyype 2 felt paper using 8d nails. Substrate
to be 19/32' CDX Plywood nailed at 6" o.c. in field
and edges with IOd ring shank nails into studs.
Gulf Coast Supply and MFG Sv Crimp Metal roofing FL 411451.12
26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced 6 o.c. at all laps and two staggered rows 12" o.c, in field. Attach
deck to trusses using attachment detail on this sheet
Additional Precast Lintel u u u u
#5 bars Lintel Bar Clear A B
CLEAR Length Length Span Bars Bars
, , , •'%" 1 i ,�'"' 1 2'-I0" 2'-8" I'=6" 2?i3 none
1 y l 1 I 1 I
----y `----y `----y
3'-4" 2'-2" 2 st3 none
BPS-OBAT BF8-IBAT 8F8-IB/2T
Additional 4'-O" 3'-10" 2'-8" 2.#3 none
#5 bare _� ��.
CLEAR;`' 4'-6" 4'-4" 3'-2" 2,#3 none
ne Row of "H"=�•:'•`:;�
.`..f Block Above .',;;�'"•' # none
"' ' 5'-8" 4' 6" 2.44 none
Fn '� Pretest Lintel
Y 1
r 1 Addtional5'= 4" 2,44 none
4____y #5 bars `_�
2,#5 none
BFIL-IBAT BFIL-IB/2T1'=0" 2,46 none
NOTES:
I. min. coverage of steel=1.5"
2. min. bearing required • ea. end=8" ALL reinforcing steel is grade 60,
3. standard for reinf. steel=ASTM A4I5
TYPICAL LINTEL SECTION
l PRECAST CONCRETE )
LINTEL SCHEDULE
Mark
Window
or D
Unit
Width
Lintel
Size
Coat -Crate
Specification
Rows of
"H" Block
Above
Bottom
Steel
Size
Top
Steel
Size
Max.
Gravity
Load
(PLF)
Max
Uplift
Load
fPLF)
Max.
Lateral
Load
(PLF)
L22
2'-2"
V-L"
eF8-OBAT
I
#5
30L9
1549
1024
L31
2'-V
2'-8"
3'-1"
4'-0"
8P8-OBAT
I
#5
2561
1363
163
L45
4'-5°
5'-10"
8F8-OBAT
I
#5
1105
909
339
L50
5'-0"
C-V
8F8-OBAT
I
tt5
1238
835
121
LLO
4'-8"
T-L"
BF8-OBAT
I
#5
1011
121
534
L80
W-O'
T-4"
BF8-I8/2T
I
#5
2
#5
152
591
512
L90
T-O"
10'-L"
8P8-IB/2T
I
tt5
2
#5
L43
530
401
L90B
9'-0"
10'-4"
BFIL-IB/2T
ONE
1
tt5
2
#5
1533
1183
401
LI00
10'-0"
II'-4"
SFe-IB/2T
1
tt5
2
#5
562
494
452
LIOOB
10'-0"
II'-4"
8PIL-IB/2T
ONE
1
tt5
2
tt5
134L
1028
452
LI20
IT-O"
13'-4"
8F8-IB/2T
I
#5
2
tt5
411
426
324
L120B
12'-0"
IV-4'
BFI4-IB/2T
ONE
1
#5
2
tt5
1015
110
324
LI40
14'-O"
15'-4"
BFIL-IB/2T
ONE
I
#5
2
#5
1250
409
259
LILO
IL'-O"
IT-4"
8F8-IB/2T
I
#5
2
#5
300
192
194
LILOB
I6'-0"
n'-4"
8PIL-IB/2T
ONE
I
tt5
2
#5
950
Soo
144
- ALL LINTELS SHALL BE MADE BY CAST-CRETE.
- LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE
- REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING
LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ.
REQUIREMENTS
- LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED.
Simpson HETA 20 or equal
hurricane anchor at each trues
with (10) IOd x I I/2" Hells
( 24" o.c.) wpporting Max
IBIOIbs. uplift
Aluminum Drip
12
4
Aluminum Drip -'
Edge t Fascia
Flash and Counter
flash
Nail ledger to
gable end trues
with (2) IOd ils
at each web
Aluminum Panel
Sizes per manufacturer
S_ee Tgumal Stud Detal
1/8" x 3/32" Wing Nut w/
appropriate washer and spacing
`m per manufacturer's Details
.Os3-
9
E
e] rDn + m
I
ais-
Stud Detail
Stud w/ Die Cast Zinc NTa
Nickel Plated Wing Nut
IM
nts
Brace Gable end
with 2" x 4" SYP tt2
Bft back nailed to bottom
of top chords using (2) IOd
Hells at each trues
PRE-ENGINEE af�D WOOD TRUSSES
924"o.c. TYPICAL
( shop drawings by manufacturer )
Fcc
_
"' \R-30 blown fiberglass
W
N
:3
a-s
X
�
f
O�
rn
Nv
�
L a"
d
r'n U7
N
ova
u
Edge E Fascia
1/2• thick .cacao on 3/8` hi —rib lath
in bottom chord o trusses
attached to horizontal and vertical mood
12"
framing with Hells or staples to provide
I/2" drywall with smooth finish
2" x 6" Sub -Peace
no lase than I-3/4" penetration into
horizontal mood reaming and 3/1" penetration
Two rows of beam block Felled with concrete
into vertical mood framing members
and (U #5 bar coat. in each row. Substitute
Kaycan roll o vent viagl aoPfit installed
precast lintel filled with concrete and (U tt5
bar Cont. for bottom row over openings
using I/8" die shook x 15' long gale.
roofing nails with 3/e' ilia. head per
product approval -see chart sheet #I
5/8" thick light textured
I/2" drggwall over I" x furringg
PI-fal
strips ai IL" o.c. with R4.1
stucco on typical concrete
insulation on typical
8" Block walls
12" x 12" concrete column
block filled with concrete
block construction
All drywall to
be Installed per FBC R102.3.1
and (2) #1 bars Vert. tied
Varies -see plan
i
and shall meet all pertaining ASTM codes.
into lintels above
#5 bar vent. w/
�
Mortar to be Type "M" oney proportioned per FBC R601.1
30" overlap
P
and Mortar points shall comply
with FBC 601.2.1.
thicken edge to 8"x8"
Provide Our-O-Rock at all
wet areas (ex. showers, tubs etc...)
with concrete and
at each filled cell
one 45 bar continuous
BEYOND
FIII cell with concrete and
Rear Patio/Slab to
() #5 bar Vert. (typical).
"
be flush with bottom of
Max. spacing shall not exceed
"
sliding door recess.
Wood
48" unless otherwise noted
see foundation plan notes for
Top of Tooter
IL" below finished floor
Base
spacing at openings
Step per foundation plan
4" concrete slab with fibermesh OR
6"x6' #10/10 WWM on L mil Vlaqueen over
s
a Slope per foundation plan r
clean compacted termite treated fill
"IIII
— IIII=IIII—IIII
I-IIII=I I I I I �;�: � �:III-11 I I-11 I ICI I I I11 I I11 I I11 I-11 I„IIII — I! 1,—
-_ _— _ _ =IIII=IIII=IIII=IIII IIIIe �I
-IIII IIIII ;.••�;, f ..r, .Y II IIII-
''—IIII— 14
—IIII �i,„ ,I;11 llli. 'I 3 Topical Section at front i=orc
O
w
Acces77
s
��E Ea■E E■�1�4!9� ICI,11111111114
9
C--33
Strap true
to
to wall using Simpson MGT with
5/8'
die.
threaded rod with min 12" embedment
into
beam
ether wet
set or in epoxy with
(22)
IOd
ails into truss. Add blocking to
truss
leg
per detail
on this sheet
N
'
L90B
L908
U
n 0
W BI
L 2 2 BI �
VAU ED ARE �
O �
U
'::
L31 BI
--�
� 22" x 54'
/
I\z\O I I Attie
THETA 2�
Simpson HETA 20 Provide for gutter
Provide downspout
hurricane anchor at each truss
( 24" o.c.) supporting Max.
1810 lbs. uplift
Scale I/2" = 1'-O"
Braden it
Braden A1,4, P,4
Wynne
Building Corp.
Architects
—Planners
411
S.E. Coconut Avenue
THE �
I I I l j�I
�l
Tel
(112) 281-8258
I 11��f1
W 1
Spanish Lakes
Fax (112) 28�1-8283
E-mail:
bradenala comcast. net
St. Lucie
County Florida
Stuart. FL
3499(e #AAC000032
TA 2
MODEL:
Date Drawn :
Revisions
8-25-I1
�
REAR
Drawn by:
PORCH
C.C.u,
58 HUARTE
RIGHT
Checked by:
r
O �
O7
N �
�
� a-1
Q �
O
a
O
z
O
I
i—
Provide
downspout
Sheet Comm #
OF 5
PANEL
"A"
Poles
BR
Load
Wire
Description
circa
circa
Description
Wire
Load
BR
Poles
2
40
1.0 kw
a8
A/C comp
1
2
AHU
a10
3.5 kw
30
2
3
4
2
30
4.5 ke
a10
40 gal. water HTR
5
L
Ran a
aL
12.0 kw
50
2
T
8
2
a10
5.0 kw
30
1
20
1.8 kw
a12
Pump
9
10
Driler
I
13
12
14
Dishwasher
1
20
1.5 kw
all
all
I.Z kw
20
1
1
20
1.5 kw
a12
Microwave
is
It.
Refrigerator
aIZ
1.2 ku
20
1
1
20
1.5 kw
412
Kitchen S.A.C.
n
18
Recepts
a12
-
20
1
1
20
1.5 kw
a12
Kitchen S.A.C.
19
20
Recepts
#I2
20
1
1
20
1.2 kw
a12
Clothes Washer
21
22
Recepts
all
20
1
1
20
0.61 kw
a12
Garage Door Opener
23
24
Recepts
all
20
1
1
20
Lof kw
a12
25
2L
Recepts
a12
-
20
I
1
20
1.92 kw
a12
21
1 28
Recepts
812
-
20
I
1
15
a14
General Lighting
29
30
Recepts
$12
-
20
1
1
15
#14
General Lighting
31
32
Recepts
a12
-
20
1
-
I
15
a14
General Lighting
33
34
Exterior GFCI
a12
20
1
1
15
General Lighting
35
36
Bathroom GFI
a12
-
20
1
1
20
smoke Detectors
31
38
General Lighting
al4
-15
1
I
20
L411'2
Bathroom GFI
39
4o
General Lighting
a14
15
I
5 are
41
1 42
s are
PANEL "A" LOAD CALCULATION SHEET
Load Description
Qt .
Watts
Total(Watts)
General Lighting (3. watts sq. ft.)
Small„Appliance, Circult(s), _ . .....
Range
Refrigerator ....
Microwave
Dish.Washer. .. .... ..... ..... .................
Clothes..Wa.sher...............................................
Clothes.. Dryer.... ....
Water Heater
Water_ _Pump ..................................................
.Garage.Door Opener ......................................
1135
3
5,205
2
1,500
3,000
1
12,000
12,000
1
1,200
1200
1
1,500
1500
1
1200
1200
1
1200
1,200
1
5,000
5,000
1
4,500
4,500
1
1800
1,800
1
910
810
Total Watts
31,415
First 10000 Watts e100%
1
10.000
10,000
Remainder 21,415 e40%
1
O
10,9LL
Electric Heat or A/C 10,000 845%
1
10,000
10,000
Calculated Load
Watts
30.91.4
Voltage
240
Calculated Wattage Divided by Voltage = Total Amps 129.03
Panel Size Required = 150 Amps,
Electrical S mbol Legend
8
Single Pole Switch
®
Recessed Can Light
S3
Double Pole Switch
®
Eyeball Recessed
PB
Push Button Switch
Exhaust Fan
Duplex Outlet
Ceiling Mounted Light
Special Receptacle
o-
Well Mounted Light
Waterproof, ground fault interrupter
K
Light with Pull Chain (attic)
®
Floor Duplex Outlet
©
Computer Connection Jack
cn 1
Carbon Monoxide Detector
4t:?
Flood Light
TQ
Thermostat
m
Electrical Panel
©
Central Vac
Electrical Meter
®
Smoke Detector
Ceiling fan
Q
Television Jack
Telephone Jack
ac a o
A/C Disconnect
®
1 x 4 Florescent Light
®
2 x 4 Florescent Light
sPxR
Speaker Hook -Up
Intercom
(to= JUNCTION BOX TO SUPPORT A FAN
O = THERMOSTAT LOCATION
B/A = Balanced Air
Electric Notes:
A/C disc.
ISO
a2/0 Aluminum feed
AMP
I 'h' Conduit PA EL
124 CFM
IOxIOX4
MASTER'
BEDROOM
124 CFM
IOxIOxL
,
,
R1�
12xI:xTd
B/A
12x12x10
B/A
R - 1
L-;
141 CFM
IOxlOx1
PORCH
141 CFM
IOxlOxl
8x4x4
9 CFM
I GREATI ROOM
LOSET I
Vent thru 8x4x4 o I
Soffit -- -- 50 CFM - -
DRYER ASHER
I
LAUNDRY I
L FM
8x4x4 141 CFM
IOxlOx1
0
I
IL CFM DINING
8x4x4 ROOM
�� � I I
�J Ir
12x12x8 F.LI I
B/A���
MIN - - - - -
u DW I
11-1 CFM
SECOND 1
BEDROOM I I ioxlox(.
14° KITCH'EN
1 2Ox20 MICROWAVE
RE I 4 1 T OPENING R I NON -VENT
L- --- J
I
12x12x8
B/A
- J W.H.
THIRD I See detail on1lth a sheet
BEDROOM
100 CFM 1 \# j l i - "
22" x 5454I
IOx4x6 I = I I Attic Access
® I 1 Q 1 with light
AiC
e_
x4x"}
Ir-4� CPM
� � � � GARAGE
I.
Use copper wire only no aluminum.
2.
Provide
and wire all required smoke detectors.
3.
Contractor to verify location of electrical
M TE
150 Amp
service and provider.
Panel
4.
5.
ALL paddle fans shall be on a rheostat.
ALL bath and kitchen receptacles to be GFI rotected.
2" PVC ( FPL
AHu
_ _ _ ___ _ _ _
l r GOLF CAR-
L.
ALL exterior outlets to be WP/GFI protecte
I GARAGE
1.
Recessed cans to be installed per NFPA requirements.
8.
AFCI receptacles are required in all rooms except
i
9.
Kitchen, Bathrooms, and Garage.
A/C Return Air Balance Must comply w/ FBC RM1602
2• rigid service FPL
Bera aL cop wire
to as cons. Ra6ar in slab
i
10.
A/C Refrigerant lines that are run thru slabs must be
sleeved in PVC
ELECTRICAL RISER
I
II.
ALL A/C Equipment shall comply with energy calculation
12.
All work shall be performed by a licensed electrical
contractor, the completed system shall be fully operative.
- Contractor shall use AL-CU Landing
- Contractor lugs I.A.W.
lugs. NTS
13.
Contractor shall pay for all fees, permits, tes ing, and
shall torque
manufacturers recommendations which
shall be verified to construction
inspections including blower testing where required.
prior
14.
All work shall be coordinated with other trades to avoid
interference with the progress of construction.
19. The electrical s stem shall be
y
com letel and effectivel
P y y
15.
All required insurance shall be provided for protection
grounded as required by the latest edition of the N.E.C.
against the public liability and property damage for the
20. All material shall be new and
shall bear underwriters'
duration of the work.
labels where applicable.
16.
Contractor shall guarantee all materials and workmanship
free of defects for a period of not less than two years from
21. All equipment and panel sizes
shall be verified before
the date of acceptance or certificate of occupancy, or one
ordering. The contractor shall
provide circuit routings to
year from closing sale of house.
suit the Job conditions.
Correction of defects shall be completed without additional
charge and shall include replacements or repair of any
22. Furnish and install all fixtures
as called for on the plans
other phase of installation that may have been damaged.
or as selected bg others.
IT
It is not the intent of these plans to show every minor detail
of construction. The contractor shall furnish and install
23. All raceways and pipes placed in or through any concrete
all items for a complete electrical system and provide all
slab shall be spaced a minimum
of three diameters of the
the requirements necessary for the equipment to be placed In
largest conduit or pipe from any other service.
proper working order.
18.
All work shall be done in accordance with the N.E.C. and
24. All exposed wire below T-I"
shall be installed in metal EMT
shall comply with all local codes and ordinances, and shall
conduit.
meet all standard requirements of the local electric utility
25. Dryer Vents to be installed
per FBC RM1502
and telephone comt�anu.
r-----------------i
I I
I I
I I
I I
I I
I I
I I
I I
1 I
I I
I I
I I
O= THERMOSTAT LOCATION SCALE: 1/4" = I' - O "
3 TON
SEE MANUAL
"J" and Energy
Calculation
for Unit info
Install oulet
under disc. -
not shown for
clarity
MASTER
BEDROOM
/ \ S
S
-\
CLOSE
PORCH
wP GFCI
GFCI
GREAT
/
/
ROOM
DINING
ROOM
s
cM I I I \
\_S I \ems
TV I
SECOND
BEDROOM`/
Attic Ventina Calculations
Total Attic Space = 2101 sq. ft. BC 309.1
Venting Ratio 1/150 = 18.00 sq. ft. required
Provide A Continuous Vented Soffit
RE
0
PANTR'
CAB
� IN
I
-
KITC�HE1� I AFC
I II
GFCI
REF. ERT
30
• NINGR 0
- - J
/ GFCI GFCI
11 ITV -
/ FCI W.H.
THIRD i 4"4 Steel Ballard °
See detail on this sheet
wP CI / 4 O IF 22" x 54" ,
-Attic Access I
$ in I 11�hght
I I L �_� i L - - -�-�
/ I S4 OPTIONAL PANEL
w = / LOCATION
0 FCI �� GARAGE
Q
150 Am /Pa \
tight
Panel p GFCI \/Le carrier \ \ \ GFCI
r---------------I
Gara Door v / j Garage
Door
j Opener I // I Opener I
I
GOLF CART /
GARAGE
GFCI I I GFCI to garage lights I I
ELECTRICAL FLAN \- -
Post Light with O
SCALE: 1/4" = 1'-0" Photo cell oI
Center Post Light
between driveways
r W re For
Front Post
Light
Braden It Braden AIA, PA
Wwnne Building Corp.
MODEL:
Date Drawn
Revisions
Sheet
Comm #
Architects - Planners
8-25-I1
TelS.E. Coconut Avenue
Tel (7-12) 287-8258
THE W ` N D C O
I I �7
REAR
Drawn by:
_
_ O
PORCH
c.c.u.
Fax (112) 281-8283
E-mail: bradenaia8comcast.net
Spanish Lakes 58 HUARTE
RIGHT
Checked b y:
Stuart FL 3�4996 UAAC000032
Sp. Lucie Count Florida
�
L .R.B.
OF 5
® LIFE SAFETY WARNING
This ymbol identifies Life Safety Warnings that should be read
give special attention by all persons installing trusses.
SPACING NOTE
ALL TRUSSES ARE TO DE 5ET
AT 2'-D: ON CENTER
EXCEPT AS NOTED
MULTIPLE PLY TRUSSES MUST BE
TENED TOGETHER PER ENGINEERIN(
BEFORE SETTING. REFER TO
GINEERING DRAWING TO DETERMINE
IF MULTIPLE PLY.
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
Spanllor less 30' to 60' Span
60 degrees
Spree er Bar
or less
17--
T 1 /2r. p. Sf, t1 rapp ox.
dst pe eel way d crane usedtl—i, ma,not mate
r-e operato, sets truss this way.
ka9 __ Approx 2/3 to
Line 1/2 of Span
REFER TO BCSI
ass must he set this way if crone used.
This is an example, truss may not match.
Insist crane operator sets truss this way.
All load bearing walls, headers,
beams & lintels must be in place
at indicated height before trusses
A are installed. AL
t tH =2 " A ri 11--> L IF= F2 " CST F=
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.
Carrying Girder
For Truss to Truss -
Connections see
hanger/connector be as
de tabs o
chedule in engineering e nails.
package.
EAT PLATES BY CHAMBERS
s N
NEX JIFIIS .1 6
LWiti,.
MLY ofLI L
NER DETAIL
:5 NOT s+UWN FOR CLARITY
12
4.00 F-
- � 2.00
i 12
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=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
TYPICAL END DETAIL
TRU`:SES FOR THE FIRST MODEL SHOULD BE SHIIDPED AND SUCCESSFULL( SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL
�► ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH rr
� Do not stand on trusses until they are braced per BCSI &properly nailed to straps &hangers
I I I I I I
GRA
�' l: i1il�"►11�rl�lii�168
No
INVERTED "V" WEBS AT CENTER
W/9' B.C. PANNEL LOAD W/ (2)
41
�I
\
—\
®\Pi
FABRICAnON AGREEMENT'
• 7MlepddaaoWlnnaarprbpertyaAleretMerrwwab•IleblON
edHe:
7 .hop.• rla be mode stet tellh ft WIN Pbeaeot aapam by"iMlfdl3BscabeuRlgpmrddeo,hmig.agded/--mm ldayeueese
zJu enlaalaa In ab ryawlt nN. es.[ view, ul l�te�l.a
d-% d Wy tM lerdrebrled q 0 b Owisbre htlee eMHb ten rel
bron ea be dowed..ln ki
audl mltlwt noaoa q ftoMlAed t:lrnr6efe Th+w errs Ir,e tleee fS Ir.1....r.r< �..
it
on" to �r�iae—n rna ONr «wpr r rot pnlwd mr ddwy Olin"
Mown 1} P�eReWt 7 bable eVAJ444b due b eb eadlbr.'
itSap«HrorrbamrlevYlons G"'b'r"4d•aeo.mw!
meYbatlorysdbyCmobralhp,
a PURCHASE nRCER m ClrMen,.ft. a tha run apsW mr « ■ nl
raawrietife P eeolw wa ba made m ddrry sd w dSlb tors dlol
Infoto. very. W merle K edleaMad deb-br dW" a barer amd
bursted tosses. Milturdelagrrd ages m Per =_ hV;
mrodedbno h event d payrnrt net a+rh node,1-14 %Per FA Mh eeptoe
addedcardrxmnotp&bry *Wnm
r «INMY rgwlwa m aMe elteet aarrmtee e0emwtb al /over halt
bradm of Chwpbere tore edrdrra aedt lay aYe maerW do odrelprrd
Y ULMwbes PnY wMn due d arty eM d IstrhYbreee wad b
.a by,rry rdb feoelNrp mrrW led ar tmdrsgrd spear b P,j end,
trdllArq'�°n'�" bee, a defiub m peYtlrrlt a rne=i be made by do
trot d airy atpegm oonanl6o we we.nwM. sa lame iwddW hereunder
et'sled b hae14 sat Proses ePea not tlr epla verso 61r cry ado IN we
Couq, Flallde.
aeparalOn are Wr-rtdme SbrrdaN And Rr mmiededodideimon
Pia P4f trusses must be fastened toots her par ar8kwwtn6
6afore they are set; fa9urs to do so can rWm t.ln roof twllaplile,
Temporary and Permanent brwJm are nqulred and can save oft
and properly and le the responalbMly of the buss erectm
Study the conl aafs ofW so"Included on de0wry
Tomanintbesdwdbracedp!idnWbp wrt*jays "' C
Trusses groat be ad plumb and egwrs
Do nctsst bunks or adds of plywood, toWft nsterlal or any ..
'otheriiiiiiir aeiCautraiad toads on trmessa, fhb can cause collapse.
�Dr�ONSE yO�T'S�kT T/RpU�S�SeE�S,��UpS�INGTMM eH�ISLLA�YOOpUT
SET
CHAMBERS TRUSS INC
3105 Oleander Aiienue
Fad'Plerde; Florida 34982-6423
800-551-5932
Fort Plmce M-40,Zt)12 Fax 772485-8711
v_... raewh rP249 9.2012 Stuart '772,285.3=
the Architect's or Architect's representative's
- -- -- - ---� — sTrop drawing approvahis NOT a
"double 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
their reap ivc locations.
' Approved By: /-fir:`1
Data. —
Braden & Braden A.I.A. P.A.
92.0/93.2 MI-MK 4.2
DESIGN CRITERIA
—
County SAINT LUCIE
Building Department ST LUCIE COUNTY
Wind Design Criteria ASCE 7-2014
Wind Design Method Main Wind Force Resisting
.,
Roofing Material Shingle or Shake
0
w
Loading in PSF Roof R.D.L.
Top Chord Live 20
c
Top Chord Dead 7 4.2
Eo�I o
Bottom Chord Live 10 Non -Concurrent
c
Bottom Chord Dead 10 3
TOTAL Load 37 7.2
I
Duration Factor 1.25
c
m
Wind Speed 165mph
Top Chord C.B. Sheeting by builder.
s �o
Bottom Chord C.B. Sheeting by builder.
Highest Mean Height 15"1
Building Type ENCLOSED
Building Category II:Non Restrictive
Exposure Category C
Barrier Island No
Conforms to FBC 2014
R.D.L.=Res"ining Dead Load C.B.--Continuous Bracing
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Building Desi ner and/or En ineer of Record.
Chambers Truss Inc. Drawing Name: M11392
Scale: 1 /4 = 1'
w82
total trusses, 15 different trusses.
MI 4: RLC ACAD: RLC Reviewed By:_/�/r/is�
Date:10/07/15 Revised:10/15/15
I I I
FOR
14'-4' w - 6-1 7 14'-4" —7 _ I
INDICATES LOAD r%ESaRING � � ` i � � 14-4" I 6'•d" � 14�' I
REQUIRED LOAD
��� ✓ V WYNNE BUILDING CORP.
BY i' CLOZED AREAS ARE OF �� Q DESCRIPTION:
SUPPLIED BYT 8 DER PORCH RIGHT t PORCH LEFT
/ SPECIAL CONCERN & MUST BE
ATAHEIGHTOFS=.-o• � CHECKED CAREFULLY &MAY I 71 CARLTON 3BED REAR PORCH
ABOVE FINISHED FLOOR PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
t INDICATE DEIIATION FROM
PLANS ^15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11392 .7Y&aS
5 r IA(ark
E