Press Alt + R to read the document text or Alt + P to download or print.
This document contains no pages.
HomeMy WebLinkAboutBUILDING PLANIN
12
4 1 SLOPE
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12
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 L" 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 IN"
1=?Wish Columns with 5/8" thick x 8"w cut
5/$" thick cut coral coral finished stucco bands
finished stucco bands
LEFT ELEVATiON
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12
24 ga. 5v crimp metal roofing attached to plywood sack 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' side laps and L" end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced L o.c. at all laps and two staggered rows 12" o.c. in field. Attach
deck to trusses using attachment detail on this sheet
11EGRES!�I
M
— — — — — —1— — — — — — — — `
RIGHT ELEVATION
5/8" thick light textured
stucco on typical concrete
block construction
u
12
SLOPE 1,4
�— — — — — — — — — — — — — — — — — — 0'-0" =Finished Floor
5/8" thick light textured '
stucco on typical concrete
block construction
.7G.fiLII: 1/11 - I-V-
2" x 4" top plate
base -board
Interior Non-Bearin
O.H.
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651,12
24 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
(tgpe 2) 30 lb felt underlagment installed with min. 4' side laps and 6" and
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced iI_ at all Ispa_and-twoaataggered�rows 12" o.c. in field. Attach
5/8" thick x 8"w cut stucco on typical concrete
coral finished stucco bands block construction
REAR ELEVATiON
5/8" thick x 8"w cut'
coral finished stucco bands
1/2" drgwall ceiling on truss bottom cord
I/2" drywall on
2" x 4" studs at 14" o.c.
2" x V P.T. bottom plate
12
4 1 SLOPE,
SCALE: 1/4" = 1'-0"
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12
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 D
(tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and V and
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced 4" o.c. at all laps and two staggered rows 12" o.c. in field. Attach
deck to trusses using attachment detail on this sheet
1/8" Thick cut coral stucco over paper
backed wire lath nailed to substrate through
one layer of 15 lb felt using Bid nails. Substrate
to be 19/32" CDX Plywood nailed at 4" o.c.
in field and edges with IOd ring shank galvanized
nails into truss webbing.
■ ii
� �fl
� ICI � ICI 11
FRONT ELEVATION
ST. LUCIE COUNTY BUILDING DIVISION
REVIEWED FOR COMPLIANCE +
REVI E W
DATE l /
PLANS AND PERMIT MUST BE KE ON JOB
SITE OR NO INSPECTIONS) WILL BE MADE
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
•�:�c+:' CONTRACTOR OR RECORD
4" concrete slab with fibermesh OR
VXV #10/10 WWM on 6 mil Viaqueen over FILE clean compacted termite treated fill E COPY
Partition
nts
Braden It Braden AI A, F"c}nne Building Corp.
Archltects — Planners
411 S.E. Coconut Avenue
Tel ; (112) 281-8258
Fax : (112) 281-8283
E-mail: bradenaiascomcast.net
Stuart_ FL S4994 #AA.0000032
Spanish Lakes
St. Lucie County Florida
SCALE: 1/4" = 1'-0"
ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING
OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP.
AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE
PERMITTING INFORMATION (FORM 100)
Florida Building Code Residential: 6th Edition and ASCE 1-10 for Wind Loading
Building_Design is: Enclosed Risk Categorg: II Wind Velocitg: III mph ultimate
Mean Roof Height: II11'-OO" Roof Pitch: 4:12
Internal Pressure Coefficient: ±O_I8
Subjectabilitg to damage from: Weathering: Negligible Termites: Very Heavy
Width of Roof End Zone: 3'-4" Wind Speed: 165 mph ultimate
Wind Exposure Classification; C
yg ` oATd�
1.21 x O.6 = 0.126
Adjustment factor for Exposure Height: ASD design
Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL: O.6DL+0.(PWL
Components E Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 pat
Roof Zone: 2. +20.6/-51.0 pat
Roof Zone: 3. +20.6/-84.0 pat
Components t Cladding Wall End Zone Width: 3'-'4"
Components E Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 pat
Roof Zone I
Wall Zone: 5. +35.8/-41.8 pat
Walls Zone 4
Components E Cladding Wind Pressure (NET) on Garage Door. +32.0/-40.3pat
Shear Walls Considered for Structure? yes
Continuous Load Path Provided?
Roof Zone 2
es
Walls Zone 5
Are Components an Cladding Det� Provided? Yes
END ZONE
Minimum Soil Bearing Pressure:2.500 psi. Presumptive: X Bg Test: psi
This Building Shall Have the Following:
m = Corner Zones
APPROVED SHUTTER& X IMPACT GLASS: BOTH: NEITHER:
Roof Zone 3
ROOF LIVE LOAD: '-- pat ROOF DEAD LOAD: 10 pat
FLOOR LIVE LOAD: —'O— pat FLOOR DEAD LOAD: 10 pat
JOB ADDRESS:
Model:
REAR
PORCH
LEFT
Date Drawn
12-b-I-1
Drawn bg;
C.C.U.
Checked by:
D.R.B.
Revisions :
SCANNED
By
Sheet I Comm #
OF 5
115-158
FLOOR CLAN
Recess top plate Val x 3/8"d
4" for steel support angle \
C R A C. H P O C. T DETAIL 8Be detail an this sheet
TYPICAL NOTES: SCALE 1/4" = 1'-011 N.T.S. C
1. Contractor to verify ALL notes and dimensions prior to 36" high by 4" diameter
proeeeding with work steel crash post. Fl11
oor Steel countertop support sngle
Counter top - verlfg type
with contractor
12" x 12" Concrete column 2"
block filled with concrete and
(2) #1 bars Vert. tied Into
lintels above
Flange with 4 - 3/8 Install 0 fron each and and J Base cabinet 1 !4 1°
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 slag (3/8"t 5o ksi steel plate) see angle detail
a minimum 1,400 P.S.I. fiber stress. �„ at IL"eii.c. studs
4. No dissimilar metals to touch. H H 1/2' drywall
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 0
shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 1
6. Drywall at ceilings shall be leveled and attached to bottom chord 13,
of trusses with 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.
II. Contractor to Provide a 2'-8" wide door at one bathroom for
handicap accessibility requirements.
12. Lowest finished floor to be set bg Governing Building Department
surveyor to set in field.
13. Separation between residence and garage shall be per FBC R302.6 6"
14. Door between garage and residence shall be 1-3/4"t 20 min. rated door
W.H. = Water Heater
15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1
14. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2
11. All exposed attic insulation materials installed on attic floors shall have a critical radiant
flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation
materials exposed on the underside of the roof deck or on the attic walls shall comply
with F,B.C. R316 - see permit info box of code edition
18. Gyyppsum board material shall conform to ASTM C36, C19, C4�5, C514, Cil C931
C960, C1002, C1041,C1111, C1118, C1218, C1395, or C1396 and shall be installed
according to the following: (FBC R102,3.5)
Drywall
Thickness
Location
Orientation
Framing
Member
Max.
ftica
Nail smog options For
Spacing
of assaanarn
installation of drywall into
Maximum
Nails
Scrrwe
wood framing member&
2 x min. thickness
Ceding
Perpendicular
24"
1"
12"
13ga 13/e" long with 19/64' head
0.098' diameter x 1 1/4" long
„
Y2
annular -ringed or Sd cooler nod
Rx
0.080" dia 1 5/8" long with
Walla
Either
IL"
ex
IL"
Direction
15/44" head
OR
Gypsum board nail 0.Oil din.
x 15/8" with 9/32' head.
Ceiling
Perpendicular
24"
1"
12"
13ga 15/8" long with 19/L4" head
0.098" diameter x 1 3/8" Iona
annular -ringed or Ld coder nail
s
0.092" dia. xR 11/8" long with
Walls
Direction
1L"
8x
16"
1/4" head
OR
Gypsum board nail 0.0915' din.
x 1 1/8" with 19/114" head.
19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6,
A108.1, A118.1, A118.3, A136.1 and A131.1
20. Cement, fiber -cement or glass mat ggpsum backers in accordance with ASTM
C1288, C1325, OR CII18 and installed I.A.W. manufacturers recommendations shall
be used as backer for the wall tile in tub areas and wall panels in shower areas.
21. Insulation including facings such as retarders or vapor permeable members installed
within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics
shall have a flame spread index not to exceed 25 with an accompanglng smoke
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 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 underiayment installed with min. 4 side laps and V and
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
%aced 6" o.c. at all laps and two staggered rows 12" o.c. In field. Attach
eck to trusses using attachment detail on this sheet
2" x 8' PT wood plate
0
i
KITCHEN ISLAND FRAMING DETAIL
Ob
35'-O"
Filled cell under
girder above O
I �
RORCH
WIRE LATH t STUCCO
CEILING
YZ„
2
°O 11 ==lI1LLJO
EGRESS
13'-11"
© ° MASTER
BEDROOM
8'-0" A.F.F.
Flat Ceiling
I
s °
I ® Vanity to be
34 Y2"high
8'-0" to 9'- " AIF.F,
Vaulte Ceiling _T Rod t Shelf
in 4„ r 1,-3„
GREAt ROOM `r
I �I OSE�
I u UI °I I
�^ au q n I L Rod t Shelf \C
n.
a u@�
F N ,
a I all,0
WAf HER DRYER 2" - O-'j
O I LAUNDRY
�,
(Do
8'-0" o T-8" A.F.F. I i+
Vaulted Ceding
I o n
DINING
ROOM I 11 3 Y,�high b 42" O 18"
O 3/8" thick steal counter tops to
cou ter top supports II overhang wall 1.5" v I I 0" _3" 4" 90- „
9
counter t a to eq. eq.
overhang wa 1.5" L-
Ln
Q° PANTRY
cn m cAe l-
I
OW ° +41" high wall
SECOND
m KITCHEN BEDROOM o
1 _ 8'-0" to 9'- ' A.F.F. -
I88'-O" A.F.F.
O c) Vaulted eiling I r, Flat Celhng
- Upper cabinets to
extend over Ref. r
ICRo 111.1"E
NON VENT REF.
°
H3s' cIEAR ,�
24,
O
\ .B. L - - - OPENING m
a-
ry r
c41 A/C W.H. x-II sect. Insulation O -
Provide auto O
#1 ° 4"4 Steel Ballard T THIRD
See detail on tlms sheet closer O in
_____ rW1 BEDROOM
r 22" x 54" I > /
l Attic Access I fi G� 1 I '
L _ with light Q I i r O
° - - I i+l 8'-0" A.F.P. _
8'-0' A.F.F. Flat Ceding
\ "\\
Flat Ceiling '
Simpson HETA 20 or equal ` GARAGE
J
hurricane anchor at each truss 12 Masonry Beam COUNTER TOP BRACKET DETAIL
with (10) lod x 1 1/2' Tads PRE-ENGINEERED TRUSSES I" x V P.T. Buck nailed to
( 24" o.c.) supporting Max. 4 I- at 24"o.c. TYPICAL block with case hardened nails °
18101be. uplift prior to door attachman
(shop drawings by manufacturer) � Block wall m
Install SGD thew buck Into g raga to be 101 MT Fil ISIL226
'' block with 3/IL" tap -con with - k \` Q
,, p tv struck bloc (�
''.;- 1 1/2" penetration at 6" O.C. max. 2 -allO R-II Bette Insulation
Aluminum Drip �� ]�R-30 blown fiberglass ;._?.. L;;,y.:;•.cy.,;, from each corner and 20." o.c. max
Edge I Fascia m bottom chord of trusses r`:i ` "5:, •;.:,:::, ;•:`;:: thereafter at head per product approval 6 -4 I50 Amp
Provide auto
EMERGENCY closer Panel
' I/2" drywall with smooth finish ° r - - - l EGRESS r-----'-----------1
2" x b" Sub -Fascia u O O o I I I l
Two rows of beam block filled with concrete t+ 3,
and (1) #5 bar Cont. in each row. Substitute Use 3 p tap -con with I I B I Fi
Kaycan full o vent vimill soffit installed recast lintel filled with concrete and (1) #5 I from
penetration at L" " oc. max. I I r I II
u p from each corner and 20" o.c, max 1 I I
using I/na ilia shank x I ie long goer. bar coot. for bottom row over openings
roofing nails with 3/8" ilia. head per thereafter at sell per product approval
product approval -see chart sheet #I 1/2" drwall over I" x furrin" O I I ICE O L F CART 1
strips all[ 16.
O.C. with R4.1 P-Il I" x V P.T. Buck nailed to I I is I I
insulation on typical 8" Block walls block with case hardened nails it I I I GARAGE
5/8" thick fight textured y
All dr wall to be installed per FBC R102.3.1 Head prior to door attachment 1 I I I
in I I 13'-O"
stucco on typical concrete T and sfiall meet all pertaining ASTM codes.
block construction bO Mortar to be Type M" only proportioned per FBC R601.1 (] ° - - - - _ °
and Mortar fonts shall complll
y with FBC RL01.2.1. "`'''``' ' O O O O
IN=Provide Dur-O-Flock at all wet areas (ex. showers tubs etc ) fixed door ° °
s VTR MASTER
BATH 2' I
I ti I
KITCHEN 2I ���� I LAv-1l
sun-1 l I�
AAV
2"41. LAUNDRY 2x i 3" I I LAY-1I 2„
I I
I I I I
LAY-1 2- 2x iwv-r
1
2" 2' L_ "1 `' J
2° aHM-1 3"
2` 2' 1110-1 I
Ij
r 2' T-
e.rwr BATH #2 3" C.O.
11
SANITARY RISER , 3
Window Schedule
Mark
Size
ROU h O en.
Window Descrl tlon
PRESSURE ZONE
I.
4'-5Ya"x 4'-L%"
54Ye"x 54Ye"
Single Hung
ZONE 4
2.
V-2 Ys"x 5'-3 %"
15" x 63 Y4'
Single Hung
ZONE 4
3"
2'-2" x V-2'h"
21Yx"x 38%"
Single Hung
ZONE 4
4,
3'-1" x 5'-3Yd'
38' x 63'A"
Single Hung
ZONE 4
ALL Windows to be aluminum windows w/ tint
and mullions per elevations.
ALL windows to withstand pressures in permit info box on sheet I
ALL windows in bathrooms to be tempered
All rough opening dimensions to be verified by contractor
with manufacturer a specs prior to construction
Door Schedule
Mark
Size
Rough Opening
Door Description
PRESSURE ZONE
A
9'-0" X 1'-0"
108' x 84'
Overhead Garage Door
ZONE 4
B
3'-0" X V-8"
41'%4" x 63N'
Fiberglass Panel - Inswing
ZONE 4
C
e-O" X 6'-8"
14" x 81 '/2"
Sliding Glass Door
ZONE 4
D
2'-0" X V-am
Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81'h"
E
T-Le X C-8"
Solid Core - Wood - L-Panel
F
S'-O" X L'-8"
Solid Core - Wood - 6-Panel - Bi-•Fold
G
2'-8" x it x 134'
Solid Core Wood, Steel, or Masonite Door
H
2'-8" X L'-84
Solid Core - Wood - L-Panel
J
2'-6" X V-8"
Solid Core - Wood - L-Panel - Bi-Fold
ALL Exterior doors to withstand pressures stated in permit info
box on sheet #1
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 by contractor
with manufacturer a specs prior to construction
Attach buck to block wall with
1/4' die. Elco conc screws with min.
1 1/4" penetration at 12" O.C. max
and 4" max from each corner thru
Exterior race 2' x V PT Buck
el well
cries
&a Wood screws thru jamb into buck
Detail at Door prior
each hd 15 oogs anmax and
rim to ding attachment
nil
NTS
INSTALL VULKEM BLOCK SEALANT
ON ALL JAMB, HEADER, AND
SILL BLOCK PRIOR TO BUCK
INSTALLATION O
F
Install windows thru buck into
block with 3/I6' tap -con with
1 1/2" penetration at V o.c. max
from a ch corner and 20.' o.e. max
tlKreater at ,Iamb& and 20' o.c. max
Exterior face at head and all per product approval
of wall - Buck to be r x 4' PT O
V arles
I"x4" P.T. Buck nailed to
lock with case hardened nails
Detail at II�Indows prior to window attachment
NTS
12"
Verify attachment
hole location with GC
prior to fabrication
3/8" thick
steel bracke
....:..:..
#5 bar Vert. w/ sliding door .;.,.;t;;:,
30' overlap Fill cell with concrete and •L 2'-8" 9'-O" 2'-8" L'-4" s2'_8„ q'-O"
at each filled cell
(1) #5 bar vert. (typical).
Masonry Wall
Max. spacing shall not exceed
Wood
48" unless otherwise noted
see foundation plan notes for
1 1/2"
Base
sprang at openings
rc. .•:..
Bottom Track
:".:.. ,
Typical Flooring
4" concrete slab with fibermesh OR
VxV #10/10 WWM on L mil Visqueen over
Bill Install SGD thru buck
into
clean compacted termite treated fill
Sliding Door
with I " tap -con penetration at 6" o.c. h max.
I I/2"
Detail
Grade w
from each corner and
o„
2 .c. max
f b
thereafter at jambs per
product approval Jamb
• ' III-1I-IIII
IIII
At Masonry Wall
NTS
=IIII=IIII __ I -_=I -IIII=IIII
I I I I I I I I I -III I II,
��j1-
Braden t Braden AIA, PA
one
Building Corp.
=I
Architects Planners
-IIII IIII i 1
14
x 14' S bars Concrete footing
with (2) #5 bare 6ont. and #5
with
41'1 S.E. Coconut Avenue
THE
I I I I j�l O
R.
transverse bars e�k 48" o.c.
Tel (Z�2) 28-i-$258
i`1
I 1- I
w I `l
�7
T Y I C A L SECTION
Fax : (112) 2
I
g1-8283
Spanish Lakes
Scale I/2" = I'-O"
E-mail: bradenaia comcast,net
Sp. Lucie
Count Florida
y
c+„a + a1 stsaac Rear-nnnna�
OD
Q
W
a'
W
s
W
I-
T
in
Ir
I
3 E 3
9 l
3 E
Square Footage Breakdown
Total A/C Space =
1,�53
eq. ft.
Covered Porch Total
= 212
sq. ft.
Garage =
459
sq. ft.-
Total Cubic Ft = 1,4,024
under Roof Total =
2A84 sq. ft.
MODEL:
Date Drawn
Revisions
Sheet
Comm #
12-6-11
REAR
Drawn by:
l�-ls8
PORCH
c.c.u.
LEFT
Checked by:
D.R.B.
OF 5
.7 I r�l.lL. I I..I �/"tL_ IX�./ I =%-D
I• ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL
BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OIL NON -UNIFORM
CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN
PROPER ENGINEERING DATA FOR DESIGN.
2• ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS
ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI
BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS
S. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO
SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION.
4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10
WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR
BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL
(MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH
MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH.
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
PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE
STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND
COMPACT EACH LIFT TO AT LEAST 96% OF ITS MODIFIED DRY
PROCTOR VALUE.
6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND
DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE
ATTENTION OF THE ARCHITECT.
1 GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER
FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR
FOUNDATION FLAN
8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY
FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS
9. DESIGN LOADS ARE AS FOLLOWS:
ROOF (DL+LL) = 41 PSF
WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1
EXPOSURE ="C"
10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING A5TM A-I6, 4
A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL.
II. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR
BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE.
FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS,
SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE.
12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
FOOTING: 3"
BEAMS: 1-1/2"
13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS.
14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSi
IS. ALL STANDARD LUMBER SHALL BE SYP WiTH A MINIMUM Fb OF 1000
PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE.
16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING.
I. Any changes to plans must be submitted to the architect
for approval before proceeding with construction.
2. Contractor shall be responsible for verification of all
notation and dimensions before starting construction.
3. Soil conditions assumed to be 2500 psf. Should any other conditions be
encountered, the architect shall be notified in writing for revision
4. Verify all recess thickness at Showers, tile, etc....
S. Contractor to provide filled cell with concrete and 1 #5 bar vert. at 48"
o.c. max. Provide (1) filled cell on each side of openings up to 5'-II" wide.
Provide (2) filled cells on each side of openings from 6'-0" 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)
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 Sol l test prior to construction and provide
a copg of Soil test to architect for review prior to construction
8. ALL Reinforcing steel shall be grade (0, meeting ASTM A-I6 and
A-35 Specifications. ALL Anchors to be A-30-1 steel.
9. Provide a minimum of 3" concrete protection at footings and
1-1/2" concrete protection at beams for ALL reinforcing bars.
#5 bar veil_ w/ I SEE TYPICAL
30" overlap �Jlll,ll I __,SECTIONS
at each filled cell
4" concrete slab with fibermesh OR
VxV #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
Grade
"
I I I i7l,
I11I— I 14"w x 14"d concrete monolithic
I„ 11� footing with (2) #5 bars cunt.
14"
TYPICAL FOOTING DETAIL
J SCALE 1/2" = I`O"
4" concrete slab with fibermesh OR
CxC #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
#5 bar Cont.
IQ
101, (21 #5 bars cont. bottom steal
12"
2 DETAIL AT 6" GARAGE STEPDOWN
SCALE 1/2" = 1'-0"
12" x 12' concrete column
block filled with concrete
and (2) #1 bars vert. tied
into lintels above
Top of Tooter
16, below finished floor
Verifg house slab
height in field
Thicken edge to 8"x8"
with concrete and
one #5 bar continuous
GRADE
SCALE: 1/4" = 1'-0"
FOOTING
SCHEDULE
Mark
Size
Description
�ff
14"W
x 14"D
MONOLITHIC FOOTING
WITH 2 #5 BARS CONTINUOUS
F
12"W
X 14"D
MONOLITHIC FOOTING
- 6" STEP DETAIL ON THIS SHEET
F
30"
x 30" x 16"D
COLUMN FOOTING WITH (4) #5 BARS EACH WAY
F
8"W
x 8"D
THICKEN SLAB EDGE
WITH 1 #5 BAR CONTINUOUS
QM.Wx
With
with
14"D
Curb at Garage
MONOLITHIC FOOTING
WITH 2 #5 BARS CONTINUOUS - CURB a O'-O"
FL
12"W
X 1811D
MONOLITHIC FOOTING
- 6" STEP DETAIL ON THIS SHEET
4" concrete slab with fibermesh OR
6"xb" #10/10 WWM on 10 and Visqueen over
clean compacted termite treated fill
®m==
PORCH SLAB EDGE DETAIL
SCALE 1/2" = I'-
#5 bar vert_ w/
30' overlap
at each filled cell
SEE TYPICAL
ECTIONS
Adjust curb height
based on gar. floor 4" concrete slab with fibermesh OR
slope.N**� $
VXV #10/10 WWM on 10 and Visqueen over
#5 bar in curb clean compacted termite treated fill
0'-0" m F.F.
Grade
1711.
ifil
I.
"— 1 I •III —I i i 14"w x 14"d concrete monolithic
footing with (2) #5 bars cont.
14"
nf=s GARAGE CURB DETAIL
'; — 30"x30"x16" concrete
11 I1I1 I = column footing with (4)
45 bars each wag
30"
COLUMN FOOTING DETAIL
Y01C"0
J SCALE 1/2" = 1'-0"
'4" concrete slab with fibermesh OR
Cx6" #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
#5 bar cont.
777777
it
(2) #5 bars cont. bottom steel
4GE STEPDOWN
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
Garacie Door Jamb Detail
GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS
PERMIT INFO BOX ON SHEET #I. SEE PRODUCT
APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL.
Filled Cell Masonry Column With One
4+5 From Footing To Beam Each. Filled Cell Masonry Column With One
Conc. Fill To Be 3000 PSI
See Floor Plan For Location #5 From Footing To Tie Beam
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
;• -ems'., >:
Double Filled Cell Column Single Filled Cell Column
NTS NTS
f------
12" x 12" concrete column block filled pt•
with concrete and (2) #1 bars vert. tied I O
Into lintels above 4
12" 8'-I0Y2"
m lot- Olt F4
sf cv
L— — ® r — — — — — — — — —
°T ®— — ° Filled cell under I FI
girder above
I o I FI I
0
p Rear Porch Slab to L FI I
II W be poured separately 1
Ofrom House Slab. ° I ry I
I � �
N gg I
I to
M I 24"wcxel4""d footing
if ZL\under filled cell
QQ ° ° as ° ° I under girder bearing.
O I FI Rear Patio/Slab to FI
be flush with bottom of
sliding door recess.
° I Slope I"
I
i I
I
I
—i
FI
—i
I
-i 1 1
_i
°
'I
i
I
I
I
1 4" concrete slab with fibermesh OR
�m Cx6" #10/10 WWM on I. mil Visqueen over
Uclean compacted termite treated fill
V- avn
r aN I
° I A9HER DRYO
I
of
i 1
—i
I
_i
—i
II °
I
°'
I FI
I
v
uU
•r
J ri
I
I I
°I I°
o I I I ;-
m Kl I I OW ° o i-
I I I I t-
Il
°I I�
I 4" concrete slab with fibermesh OR FI I
Vx6" 11:10/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
MICROWAVE
NT I °�
° REP.
H.$. Q ss" GLEAR I
00
b OPENING
I
r--- --
A/C W.H. --- v
#I 4"Q Steel Ballard I I
See detail on this sheet ,
I
I
I
I
I
I
�I
I
LU
I
11
1
I
Io
I W
Io
°I
I
°I
I
I
I
I
I
L— —
— — — —
— — — — J
° O
1.5" Recess
for(TEE
O
Garage Door
Braden Ill Braden AIA, PA Wynne Building Corp.
Architects - Planners
411 S.E. Coconut Avenue THE � I I I I j�l j'1
9B Tel (112) 281-8258 _ I ' w I `� +-�
SIC
Fax (112) 28�1-8283 S anish Lakes
E-mail: bradenaia comcast. net
Danish
Count �lorlda
gt,,mr+ FI OAAggL 3tAernnnn7t7 y
MODEL:
REAR
PORCH
LEFT
Wl I
I>/ I
°
I
Io
F) I Meter and panel
�%6 aM either side of
ouse field verify
N L L N service location
—i r-, IF
I�
W ILI
4" St
p I
O I
w
I
Z �I
b
I o
I
1
ve4
o----------�
L
_
°
O.A O
.5" Recess for D C
zn Garage Door
)ate Drawn Revisions
12-L-11
Drawn bg:
C.C.U.
Checked bg:
D.R.B.
I
Sheet
3.
OF 5
Comm #
I5-158
ROOF SHEETING
ATTACHMENT DETAIL
I. Minimum Nail Size = 8d ring shank (min. 2.5" long)
2. Minimum Screw Size = 48 x 2"
3. Minimum Sheathing Thickness 19/32" COX Flgwood
4. Use nails or screws baligpid on pressure for roof stated
in permit info box on these plans for zone 3
Ke
Area
Edge
Field
Fastener
ressure
Zone 1
6"
6"
8d ring shank
45 psf
Zone 2
'4"
4"
8d ring shank
16 psf
Zone 3
1 It
"
8d ring shank
84 psf
K1111**
Zone 3a
6"
6"
148 wood screw
112.5 pelf
** Use nails or screws based on pressure for roof stated
in permit info box on these plans for zone 3
Provide #5 bars 48 bar
ROOF
F
L A
with min. Provide #5 bar set m re -cast
diameters overlap into beam. Tie p
lintel into beam where length or
Scale 1/2" = I'-O"
filled cell steel into continuous
beam block steel, the opening calls for it.
- Overhangs
- Roof pitch
at
at
1'-0" unless otherwise noted On this sheet
4:12 unless otherwise noted on this sheet
Provide Cast -Crete
SUS-OB/OT precast
lintel act in mortar-.
Min. 8" Bearing
r, it
Provide PT Buck
.
;1..1
attached per iamb
•.;l
details into Pilled cal
4" Pre -cast
r;}'
s.1•'1
Bill
A
t> {.I
1
;"
Truss shop drawings to be provided by manufacturer
- Any changes to this plan shall be submitted to the
archrtect for approval in writing prior to starting construction. o
- ALL TRUSS TO TRUSS CONNECTIONS BY
TRUSS MANUFACTURER
- Architect to review Truss Shop Drawings Prior
Poured Felled Cell 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 o
r-
Provide #5 bars with min. 48 bar Ul
dimeters overlap in filled cell. Tie
Pilled cell steel into continuous
Tooter steel. - 2•4-.
CBS WALL Scale: 1/2" = 1'-0"
Me�lcrna Anchor Per
Pawed Concrete or / Ma ufecturers Specs
concrete black wall t w/ ,I/4'Max
I
n Aluminum Panel
I Sizes per manufacturer
j. See Tusecal Stud Detail
c 1/8" x 3/32" Wing Nut w/
SINGLE PLY REAR GIRDER TRUSS per manufaiatcturer's
washer and spacing
> per manufacturer's Details
r
I+ y 091'
Nad 2" x 4" blocking to Vert. leg or �@
true* with IOd x 1.5 nails at 4' o.e. I m
Verify with Plan
�r Install Simpson MGT into wall using I n
Concrete 12"x 12° ry 5/84 die. threaded rod set min. 12' i =`
Lintel into met beam and (22) 60d nails into true* 1
Column Block
1 I leis -
Stud
: , :.... .. `� ,. Poured Concrete t i NtP
Detail
concrete blackwallI Stud w/ Dee Cant Nut
#,Zinc
Nickel Plated Wing Nut
yr
Rebar Concrete Anchors Per z•
Manufacturers Specs
Rebar 49 Bar Dia. TRUSS BLOCKING DETAIL
Min. overlap AT GIRDER STRAPPING Flush Mounted Shutter Detail
Column to Lintel Attachment AT CENTER BEARING POINT nts
NTS
1/8" thick light textured stucco installed per
ASTM C 92G over ASTM D type 2 paper backed
wire lath nailed to substrate through one layer of
ASTM D Type 2 felt paper using 8d nails. Substrate
to be 141/37' COX Plywood nailed at 6 o.c. in field
and edges with 106 ring shank nails into studs.
Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11451.12
2L wood"
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 Pelt underlagment installed with min. 4 side laps and L" and
laps fastened with corrosion resistant tin caps end with 1.25" ring shank nails
spaced L 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 11 "A"
n
#5 bars Lintel Bar ClearB
?! : CLEAw Length Length Span Bars Bars
2,43 none
2,43 none
8F6-OB/IT BF8-I5/IT 8F8-IB/2T
Additional
4'-O" 3'-10" 2'-8" 2,43 none
U5 bars
MEAN j;*!,:,: .y�,.'• .. 4'-LI' 4'-4" 3'_2" 2,u3 none
•s� :.r:� no Raw of "H"
Block Above 4" S'-5'-2" 4'-0" 2,43 none
(.• "
i^. ;,i.,•I 5'-10" 5'-8" 4'-4" 2A4 none
Precast Lintel
Additional
1 2,#4 none
#5 bare
1'-b" �'-O" b'-2" 2,tt5 none
BFIL-IB/IT 8fIL-IB/2T 8'-4" 1'-10" 1'-0" 2,#5 none
NOTES:
I. min, coverage or steel=1.5"
2. min. bearing required a ea. end=S" ALL reinforcing steel is grade 40-
3. standard for reinf. steel=ASTM A415
TYPICAL LINTEL SECTION
( PRECAST CONCRETE )
LINTEL SCHEDULE
Mark
Window
or D
Unit
Width
Lintel
Size
Cast -Greta
Specification
Rams of
'H' Block
Above
"
Bottom
steel
S1YQ
Top
Steel
sise
Man
Gravity
Load
fPLF)
Max.
Uplift
Load
(PLF)
Max.
Lateral
Load
(PLF)
L22
2'-2"
V-L"
8118-015AT
I
1 95
3001
150
1024
L31
2'-V
3'-e
4'-O'
81m8-OBAT
I
#6
25LI
13L3
1L3
L45
4'-5'
5'-10'
8P8-015/IT
1
#S
1 1105
1 909
3311
L50
5'-O'
L'-L'
BF8-05/IT
1
#S
1238
835
121
LLO
L'-8'
T-V
81=8-OBAT
1
#£
loll
121
634
L80
V-0'
T-4"
8f8-I5/2T
I
#6
2
#b
152
591
512
L90
T-Om
10'-L'
8f8-IB/2T
I
U5
2
#$
L43
530
401
190E
all
10'-L'
Srl6-IB/2T
ONE
1
$5
2
#$
053
1183
401
LI00
10'-O'
ll'-4"
8128-IB/2T
I
U5
2
#S
582
494
452
LIOOB
10'-0'
II'-4"
8FIL-8/2'r
ONE
1
#5
2
#5
13LL
1028
462
LI20
12'-0'
IV-4"
8f8-0/2'r
I
U5
2
1 95
411
428
324
L120B
12'-O'
13'-4"
8FIL-IB/2T
ONE
I
u5
2
#S
1 1016
110
324
LI40
14'-0"
16'-4'
BFIL-IB/2T
ONE
1
#5
2
#3
1 1250
409
259
LILO
III
IT-4'
8f8-IS/2T
1
#5
2
#L
1 300
192
1
194
LIOOB
IL'-O'
11'-4' 1
8FIL-I8/2T
ONE
1
#5
2
#3
1 450
500
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, ANO SAFE LOAD REQ.
REQUIREMENTS
- LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED.
Simpson META 20 or equal
hurricane anchor at each truss
with (10) IOd x 11/2' nails -
( 24" o.c.) supporting Max.
I lolbs. uplift
Aluminum Drip _
Edge E Fascia
12"
2" x 4"
Kaycen full o vent vmgl soffit installed
using 1/8 dia shank x 1.5" long galv.
roofing nails with 3/8' dia. head per
product approval —see chart sheet #1
12' x 12' concrete column
block filled with concrete
and (2) #1 bars vert. tied
into lintels above
thicken edge to 8"x8"
with concrete and
one #5 bar continuous
BEYOND
Top of looter
IL" below finished floor
V
12
4
horizontal wood
into vertical m
Aluminum Drip
Edge I. Fascia
Flash and Counter j
flash
Nail ledger to
gable end truss
with (2) IOd de
at each web
/8' hi -rib lath
and vertical wood
"I" to provide
instretion into
and 3/4' penetration
ma members
5/8" thick light textured
stucco on typical concrete
block construction
Varies - see plan
tt5 bar Vert. w/
30" overlap
at each filled cell
Rear Patio/Slab to
be flush with bottom of
sliding door recess.
Step
per
foundation
plan -
a Slope
per
foundation
plan
Tublcal
Brace Gable end
With 2" x 4' SYP #2
8ft back nailed to bottom
of top chords using (2) IOd
nails at each truss
FIRE -ENGINE ER4_D WOOD TRUSSES \
9 24"o.c. TYPICAL N
( shop drawings bg manufacturer )
LU
R-30 blown fiberglass
in bottom chord of trusses
I/2" drywall with smooth finish
Two rows of beam block filled with concrete
end (l) #5 bar coat. in each row. Substitute
precast lintel filled with concrete and (1) #5
bar Cont. for bottom row over openings
1/2" drgwall over I" x furringg
strips at IL" o-c. with R4-1 Pi-fod
Insulation on typical 8" Block walls
All drywall to be installed per FBC R102.3.1
1 and shall meet all pertaining ASTM codes.
io Mortar to be Type "M" only proportioned per FBC RLOl.1
and Mortar ,joints shall comply with FBC RL01.2.1.
Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...)
Fill cell with concrete and
(I) #5 bar Vert. (typical). p
Max. spacing shall not exceed
Wood 48" unless otherwise noted r-
Base see foundation plan notes for
spacing at openings
4" concrete slab with fibermesh OR
L"xV #10/10 WWM on L mil Visqueen over
clean compacted termite treated fill
IIII-IIIMIlN]l lI
�1e l e III e e iIl I— Provide downspout
111 II1111 IIII-\ FI
14"
Section at Front Forch
Scale : 1/2" = 1i-0„
Braden it
Braden AIA, PA
Architects
— Planners
411
S.E. Coconut Avenue
Tel :
1 B
(112) 281-8258
Fax :
(112) 281-8283
E-mail:
bradenaia®comcast.net
strap
truss to
wall using Simpson
MGT with
Simpson
HETA 20
5/8' die,
into
threaded
beam either
rod with min 12"
wet set or in
embedment
epoxy with
hurricane anchor
at each truss
(22)
Iod nails
into truss. Add
leg detail
blocking to
this
( 24" O.c181O piportingft X.
IE r
truss
per on
sheet �
q 2Q
bbS. Uplll
i�11
INAIN
r1W0 PSWIN11 FARIWAOM
EA
Arm
Plina
washer at 2" o.c. rTax sbacino over ASTM Dammil
PA 161 VAA
i W-rillp
NNW
AV, 16, A rAm.
Wriaimerriv.
inruniou MLA min. -r Blue op
on resistant tin caps and with 1.25" rungashank malls
and two st aggered . rows 12" o.c. in
acirrait--dotat on this shoat
PA
Attic Access
With light kr
Rule
EF—FlU
EN
QH ETA 20 Q-META 20�
Provide for gutter Simpson HETA 20
hurricane anchor at each truss Provide downspout
( 2411 ox.) suppporting Max.
1810 1 S. uplift
Wynne Building Corp.
THE WINDSOR
Spanish Lakes
St. Lucie County Florida
MODEL:
REAR
PORCH
LEFT
)ate .Drawn Revisions
12-4-11
Drawn bg:
C.C.U.
Checked by:
D.R.B.
I
r�
�
X
)
�)
a
N
=s
N
F_
Na3
U
W
oO
N
7
t
IF_
Sheet I Comm 4
11"4. 115-158
OF 5
PANEL
"A„
Poles
BR
Load
Wire
Description
arc*
are#
Description
Wire
Poles
2
40
1.0 kw
#8
A/C comp
1
2
AHU
#10
2
3
4
JkwS0
2
30
4.5 kw
#10
40 gal. water HTR
5
6
Range
#6
2
1
20
1.6 kw
#12
Pump
9
10
Dr er
a10
.
2
II
12
1
20
1.5 kw
#12
13
H
Dishwasher
$12
1.2 kw
20
1
I
20
1.6 kw
#12
Microwave
15
It
Refrigerator
$12
1.2 kw
20
1
1
20
1.5 Ike
#12
Kitchen S.A.C.
Il
18
Recepts
#12
-
20
1
1
20
1.5 kw
#12
Kitchen S.A.C.
19
20
Recepts
$12
-
20
1
1
20
1.2 kw
#12
Clothes Washer
21
22
Recepts
012
-
20
1
I
20
1 O.el ku
#12
Garage Door Opener
23
24
Recepts
012
-
20
1
1
20
1.4 kw
#12
25
26
Recepts
#12
-
20
1
1
20
1.92 kw
#12
21
28
Recepts
012
-
20
1
1
15
-
#14
General Lighting
24
30
Recepts
$12
-
20
1
I
i5
-
#14
General Lighting
31
32
Recepts
$12
-
20
1
I
15
-
#14
General Lighting
33
34
Exterior GFCI
012
20
1
I
i5
-
#14
General Lighting
35
36
Bathroom GFI
*12
-
20
1
1
20
-
#12
Smoke Detectors
31
38
General Lighting
#14
15
I
1
20
-
#12
Bathroom GPI
39
40
General Lighting
#14
15
I
spare
41
42 1
s are
PANEL "A" LOAD CALCULATION SHEET
Load Description
Qt .
Watts
Total(Watts)
General Lighting, (3, watta..sq. ft.)
Smell Appliance. Circuit(s), , ..................................
R enfl4 .............................. I ........ I .................
RefrigeratoF..................................................
Microwave
.........................................................
.Dish .Washer
.....................................................
.Clothes,.WAai let ...... ..............................
Clornc�s..Dryer................................................
Water. Heater
...................................................
Water Pum.
Garage, Door Opener..........
1135
3
5,205
2
1,500
3,000
1
12,000
12,000
1
1,200
1,200
I
['SOO
1,500
I
1200
1,200
1
1.200
1.200
1
5,000
5.000
1
4500
4,500
I
1 1800
1.800
1
810
810
Total Watts
31,415
First 10000 Watts 9100%
1
10,000
10,000
Remainder 21,415 940%
1
O
10,966
Electric Heat or A/C 10,000 965%
1
10,000
10.000
Calculated Load
Watts
30191L
Volta a
240
Calculated Wattage Divided by Voltage = Total Amps 129.03
Panel Size Required = 150 Amps
= JUNCTION BOX TO SUPPORT A FAN
O = THERMOSTAT LOCATION
B/A = Balanced Air
Electric Notes:
I. Use copper wire only, no aluminum.
2. Provide and wire all required smoke detectors.
3. Contractor to verify location of electrical
service and provider.
4. ALL paddle fans shall be on a rheostat.
5. ALL bath and kitchen receptacles to be GFI rotected.
4. ALL exterior outlets to be WP/GFI protected
1. Recessed cans to be installed per NFPA requirements-
8. AFCI receptacles are required in all rooms except
Kitchen, Bathrooms, and Garage.
9. A/C Return Air Balance Must comply w/ FBC RM16O2
10. A/C Refri r nt lines that are run thru slabs must be
sleeved in t�el/�
11. ALL A/C Equipment shall compig with energy calculation
12. All work shall be performed bg a licensed electrical
contractor, the completed system shall be fulig operative.
13. Contractor shall pay for all fees, permits, testing, and
inspections including blower testing where required.
14. All work shall be coordinated with other trades to avoid
interference with the progress of construction.
15. All required insurance shall be provided for protection
against the public liability and property damage for the
duration of the work.
14. 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 occupancg, or one
gear from closing sale of house.
Correction of defects shall be completed without additional
charge and shall include replacements or repair of any
other phase of installation that may have been damaged.
11. It is not the intent of these plans to show every minor detail
of construction. The contractor shall furnish and install
all items for a complete electrical system and provide all
the requirements necessary for the equipment to be placed in
proper working order.
18. All work shall be done in accordance with the N.E.C. and
shall comply with all local codes and ordinances, and shall
meet all standard requirements of the local electric utility
and teleehone comDanu.
3 TON
SEE MANUAL
"J" and Energy
Calculation
for Unit into
AiC
ioi2/O Aluminum feed
I V Conduit
20 PVC
A/C disc.
IS
PANEL
2" rigid service PPI_ I to"#'S eom.`PPr'erar in slab
ELECTRICAL RISER
- Contractor shall use AL-CU Landing lugs. NTS L
- Contractor shall torque lugs I.A.W.
manufacturers recommendations which
shall be verified prior to construction
19. The electrical system shall be completely and effective[y
grounded as required bg the latest edition of the N.E.C.
20. All material shall be new and shall bear underwriters'
labels where applicable.
21. All equipment and panel sizes shall be verified before
ordering. The contractor shall provide circuit routings to
suit the job conditions.
22. Furnish and instal[ all fixtures as called for on the plans
or as selected bg others.
23. All raceways and pipes placed in or through any concrete
slab shall be spaced a minimum of three diameters of the
largest conduit or pipe from ang other service.
24. All exposed wire below 9'-1" shall be installed in metal EMT
conduit.
25. Drger Vents to be Installed per FBC RM1502
PORCH
141 CFM
IOx1Ox1
GREAT
141 CFM
IOxiox1
DINING I
ROOM
I
- I -
DW
141 CFM
IOxIOx1
-♦♦
12"
124 CFM
IOxIOxL
/MASTER
BEDROOM
12xl2x10
B/A 124 CFM
j�/r--- ---_IOxIOYA
L_J
1
124 CFM I
IOxio
KITICHEN
1
IL"
MICROWAVE
NON -VENT
20x2a
O
39" GEAR
T 1Kri�,- 1
L - -
OPENING
in
-
-
�'�.el
I 0
I
114"
W.H.
4"0
See
Opt
Steel Ballard
detail on this sheet
I
I
I
I
r 22" x 54"
Attic Aaron
with tii
light
I O
L J
I Q
_
2�
ex4x�
48 CI'
GARAGE
r-----------------1
I I
I I
I I
I i
I I
I I
I I
I I
I
I I
I I
I I
0
WASHER DRYER
LAUNDRY
I�/JI
LT C
8x4x4
50 CFM
IL CFM
8x4x4
II"I CFM
12xAxl
1 SECOND
BEDROOM
r w 12x12xS
B/A
THIRD
BEDROOM 100 Clam
IOxLxL
150 Amp
Panel
GOLF CART
GARAGE
I
I
I
I
I
I
i
i
MECHANICAL LAYOUT
THERMOSTAT LOCATION 'iOS: i O
Braden t Braden AIA, PA
Architects - Planners
411 S.E. Coconut Avenue
Tel : (112) 281-8258
Fax : (112) 281-8283
E-mail: bradenaiascomcast. net
Stuart. FL 34991. #AACO00032
_i l ll Vent thru-saint flit
i
Install oulet
under disc.
not shown for
clarity
WP GFCI
U
Q
PORCH \`
7 WP GFCI
rI CIU I --
MASTER
BEDROOM
I 1 /
GREAT ROOM
LOSET
I \
I \
1 \ C
\ WABHER DRYER
I \
I \ LAUNDRY
DINING I \1
ROOM 1IN
4 I
M /
/
PANTRY
CAB 1
NI
arcl
I ITCIHE�
II 1
GFG'I 19 1 RgWAYE
,,r� .Nt7N-V@NT RI
O 8e• C
L _emL
El#/
W.H.
GFC4"4 Steel Ballard
00/_See detail on this sheet
r - - - - -
( 22' x 54"
Attic Accon.- - -5L_
sathj%K I m1 J
/ I
OPTIONAL PANEL
LOCATION
GARAGE
1\ SECOND
1\$EDROOM
1
THIRD
---BEDROOM
\
GFCI \ \6.
GFCI to ernsr\
i
r------ --®=------i
1 Garage \
I Door
Opener I \
Wire For I \
Front Post i i 11
Light I I to garage inghts 4FCI
I 1
UJynne Building Corp.
THE UUINDSC
Spanish Lakes
St. Lucie County Florida
wP GFCI
GFCQ r
150 Amp C
/ GFCI Panel L'
----------1
Garage
Door I
Opener I
GOLF CART
GARAGE
I GFCI
I
-_ ELECTRICAL FLAN
O Post Light with
Tr I Photo cell Center Post Light SCALE: I/4" = I'-O"
between driveways
MODEL:
REAR
PORCH
LEFT
lttic Venting Calculations
otal Attic Space = 2101 sq. ft. BC 2309.
tenting Ratio 1/150 = 18.00 sq ft. requirec
'rovide A Continuous Vented Soffit
Date Drawn Revisions
12-L-11
Drawn by:
c.c.u.
Checked bg:
D.R.B.
Sheet
F-
OF 5
Comm #
15-158
®=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
SPACING NOTE
ALL TRUSSES ARE TO BE SET
AT 2'—O: ON CENTER
EXCEPT AS NOTED
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
IF MULTIPLE PLY.
I
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
30' Span or less Al 30' to 60' Span
60 degrees Spree er Bar
% or less
1 /2 __0 1 !Tag f—Approx 2/3 to
7�g Line span approx. tine 1/2 of span
REFER TO BCSI REFER TO BCSI
truss must be set this way If crane used. Truss must be set this way if crane used.
T,ss a a� example, your toss m.y not -.tch. This is an example. truss may not match.
nest crane operator sets truss this way. Insist crone operator sets truss this way.
All load bearing walls, headers,
beams & lintels must be in place
at indicated height before trusses
A are installed. A
AI FZ HAN p�ER NOTE
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.
For Truss to Truss
Connections see
hanger/connector
schedule in engineering
package.
Nails must be as
shown. GOO, tabs o
Dome angle nails.
SEAT PLATES BY CHAMBERS
H ICCI.TEa.6 [IIMFN610NEa ON UYW I
=a
OQ�
ixE[iImGPF
Ego
v.ac "u
L�OP`FP JnG S� L�-tTi'L
a'
CORNER DETAIL
OVERHANGS NOT SHOWN FOR CLARITY
upset=1/4" heel=315/16'
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
TRUSSES FCR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL. _
RANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH W-
1AR
er BCSI & ro erl nailed to straps & hangers
e braced p 9
I
®®®�'�\I�I�I�I�I�I�I�I�II�I�I�I�I�I®I®I®
�''I /�/ r, r I I I ♦ V1,10 / `\I\\\\\!\\�I\\\\\I\\\\\i\\\\`!\\�\\i\\\\I\I\\\\,\\\`.\\\\!\\\`i `\\\I\\\`!f\\\\i\\\\I`,
'•�I%//w//.I%//%.%///I��%I%//%:%/!♦////I;%///I%I%///l��I%////%///!%////I%////I%///!%///II.i/� �\\I\\\\ ii; I•. �;a
/II 001
/ I , e.► I I I __
GRA
�j
IV
V
GRA
l rwt§K1E;AT10N AGREEbNgrrMENT'
w ,t rRire s cAftnor tip aTm ty
f tmbwde.awar+an rr!w.m.m�mar�a�tt�wkfo
I
1:11 1111111i 11 -
.1. tkJai vl�rPoen rin0o� b=ftnvn WICK
y to
!
wby �erryq� n,tl m
Awh �'oe i'emilhdo* of dolmy ft mow'ck � oc led "� pCn. aro�bwe jin ',�w�.W. 41 u» p0g
�. ThZ=111 red adolowlsdpea txelpl ar tea OAoi�' 0 ^• d°r+M w'�"tna,
"Q DaNay b m pb Wb. a b the bhgars'relhpo,ekr�, b mike 0 MTYIa Wrpq•
did, rimy. Qhrnbrs T� ho tM wb wprm dgemia 1M add9ts for
•
dsBssPY• Chmnbers roes fNR le
The buyer b rwpseibb far addmorh■t dsd sY sspaees r O ,h y °nh'•
bseaealob 11111111 b riot Prepared for dsrvay a blyar b not Ihfepsed far hq b W
Bhgsr li rnpons6b m Ch.nba. Toes br mnihy cosh due m Wb dAray °f -
0. Prlos u shhown 4 paragrapth 7 boos, b subject m tibrhps s ay as.nmds
V"..tsyotL^ 60 per floor fall for ta,. may b, d Dyad cr cnmm�«a row. h T 7Nr b ■ PURpiASE ORDER m Charhbers,Tnes ofrro sum altreed a,, a tl
slprssnsrd a nwarrWs prks, Invoice eta be nude on deNary and pant alRtirh tenor a(
d Of � � � at sdlea+ea aam be "my r boyar went a=pt
ahariey's fey foroarembrb h avant' o( Waslint'�"�: to PM Ohembors.'r raoornrb
coups tr0 bs added 1hrY stuns not p � n°wla• t.t2 %permprb, sobv�
• 0. Slptabas ar bhllab ahhywlhse an outs Wiest ooreladas sproant 81Mloondlitionalkenre baaib lo In corhslly quorh ffoln er. roe. w aedR llor this
mWaW the hmderWp,hsp
P+�!ses !myneri wlan due of WW and al !Idahledrna awed m
Rldsbbmhess Indu�drq a°4' r.00 s. I da f rbt and Its hsd •aem m Ply such
rsc ld"ll. sltomeys teas. a desaa h paymhrt for w4wW be made by the
14 Rt tM avant d any plpWlarl oahonnklg ado olio Rams hM11111 ed
Molmda
be 8*9 L&cb � t1oMLpay!'a'�'. "1° Pade..prae rwA fie aa. vase Inc mV such adjon we
1f. Desbprh rasporemtab. ors Pas •Natlanp SYerhdard Aed ��„� On -
ANSVrPVNTr.A4.20D2—' UstiO MetalPbb Curulecfsd Wood Tnaaas
DATED •i --�
Sfe 4ED
•
FOR
Aaprsederbarm�rbereyt�iedper"BC9403"bpeuat;ir�uybdatttge, .
= Ailultlple ply trusses must be fastened together per engliwedng '
' .before they are set; fanure io do so can resultln roof tolbptts.
Temporary and Permanent bracing are nqulred and ca saw gfe
and property and Is the responsiblpty, of the trusts erector.
'Study the contents of the Information packet Included on dsl(very
before astang utba es, .
:'Mesas turf be setaM hr+cad pades�l b Pnyer!t i�try$ datrs@a,
Tntsses must be set pitanb and square
Do not ;set bunks or suck of plywood, roofing "canal or any
Other 46wntrated loads on bt eses, thM can cause coMpse.
DO NOT SET TRUSSES USING THIS LAYOUT
.: 'USE LAYOUT DELNERM WITH TRUSSES TO SET TRUSSES
CHAMBERS TRUSS INC
3105 Oleander Avenue
Fort Plarcl Fldrida 308244M
800-551-5932
Fort Pierce 77240&=12 Fax M 41IMP-I 711
Vero Beach - T72a68 2il Stuart M-12863302 '
'rJhc Arc hitect'a et ArChfh,rt's fapwsaantakive's
. - shop drawililil appteval ie MOT a .
"deuhle ehftttk" NI thtt e6044a4ter.
`rhe oe"t"detat ahan VOW&J" Meponsibie
for eheahtng tltfld nkrarfawrYsawta and
tither ®ensirug iswri erttt'atal. Architect's
approval covens RHaefat roof shape,
feVew of truaa atrappix"laxed loading on
etruoture fret" gravity d ptttt toads and
their reap e! ations.
Appro
Date. ved Bye 44
t7 rodeo a Braden .t .A.-
92-0/93.2 MIUX 4.2
DESIGN CRITERIA
County SAINT LUCIE
Building Department ST LUCIE COUNTY
Wind Design Criteria ASCE 7-2010
Wind Design Method MW=RS/C-C hybrid Wind AS(
Roofing Material Shingle or Shake
Loading in PSF Roof R.D.L.
.. Top Chord Live 20
T� is _ Top Chord Dead 7 42
c� Bottom Chord Live 10 Non -Concurrent
s
., Bottom Chord Dead 10 3 •
e , _ TOTAL Load 37 72
w I
Duration Factor 1.25
I Wind Speed 165mph
W T Top Chord C.B. Sheeting by builder.
`v R Bottom Chord C.B. Sheeting by builder.
°b Highest Mean Height 151-W
11�- Building Type ENCLOSED
Building Category II:Non Restrictive
Exposure Category C
Barrier Island No
Conforms to FBC 2017
R.D.L. Restrain Dead Load C.B.=Contiuwous Bracing
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 Tnuss Ina Drawing Name: M11392
Scale: 1 /4 = 1'
W
82 total trusses, d'lfferent trusses.
MI 4: RLC ACAD: RLC Reviewed By.
Date:10/07/15 Revised:0321118
I I I I V/ FOR
' 14'-4" ' sue(• ' 1a'-4• __ - I 1a a• ' 6•-4• ' 1a a• ' WYNNE BUILDING CORP.
INDICATES LOAD BEARING V
xEQUIREDBYTRUSSES /'CLOU6ED AREAS ARE OF �% DESCRIPTION:
HRIGHT PORCH LEFTUPPLIED BY BUILDER PORC /� SPECIAL CONCERN &MUST BE t 71' CARLTON 3BED REAR PORC
E,rAHEIGHTOFa'-o" CHECKED CAREFULLY &MAY �
/ABOVE FINISHED FLOOR PAGE 1 of 1 CUSTOMER INmAI_S EACH PAGE
i INDICATE DEVIATION FROM -J
PLANS.
,o``--- 15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11392 t/r-nb r7
L)afii
N
41
INVERTED %P WEBS AT CENTER
W/9' B.C. PANNEL. LOAD W/ (2)
+V.
r11210
1111
001
01piAl'0j00
�N
FA
11
J5
J3
J1
41
INVERTED Y WEBS AT CENTER
Wl9• B-C. PANNEL. LOAD W/ (2)