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HomeMy WebLinkAboutBuilding PlansGulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12
24 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 felt underlayment installed with min. 4 side laps and L" end
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12
21 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 G" end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank maim
s aced 6 o.c. at all laps and two eta gered rows 12" o.c. in field. Attach
Finish Columns with
/8" thick cut coral
nlshed stucco bands
5/8" thick x 8"w cut
coral finished stucco bands
12
4 1 SLOPE
5/8" thick x 8"w cut
coral finished stucco bands
LEFT ELEVATION
SCALE: 1/4" = 1'-0"
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"
d wooscrews with self sealing washer at 12" o.c. max spacing over ASTM D
(type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach
eck to trusses using attachment detail on this sheet �
M
RIC.z�-IT ELEVATION
12
SLOPE 4
5/8" thick x 8"w cut
coral finished stucco bands
5/8" thick light textured
stucco on typical concrete
block construction
REAR ELEVATION
12
.SLOPE 4
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 49 x 1.5"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(tgpe 2) 30 lb felt underlayment 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
OR
1/8" Thick cut coral stucco over paper
backed wire lath nailed to substrate through
one layer of 15 lb felt using 8d nails. Substrate
to be 19/32" COX Plywood nailed at 6" o.c.
in field and edges with IOd ring shank galvanized
nails into truss webbing.
12
SLOPE 14
2„ 2„ 2,
PER P p. H. EGRESS44-
®®
3 C10
❑❑ ®®®®®
I.-
Mr7lm
5/8" thick light textured
stucco on typical concrete 5/8" thick x 8"w cut 2'-2"
block construction coral finished stucco bands FRONT ELEVATION
SCALE: 1/4" = 1'-0"
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
JEST
E rspiration
Date
Design Pressure
of Approved Tests
1.2.3
t4
FL# 239.9
Single Hun
g g
SH-I TOOA
I act
PGT
511V
I/4" dia. tapcons w/ min. 1 3/8" penetration to be
spaced per product approval. Contractor shall adhere to
min. edge distances specified in Product approval
+ L5.0/-80.0 PS
A
I6-0330.02
Overhead
Garage Door
Model 824/811
9'-4" max. width
I6'-O" max height
DAB
nat
s al "vort. ums Cluck/s' . L k�NLc b Md ..nchw, a""t C oe
h �'i}��C�irti'"'i�iet idPt"k:.a'�$w°:.'. m'.�"«�°�dr:o4:�.°e"an.s
adz dmtaice - 6e to atneeIs Whom to produce approve
nut oa ran idler
10-9-21
+ 50.0/-60.0 oaf
B
FL# ILL-14.1
Fiberglass
Des nPro/
smooth Pro
Jeld-Wen
Elco 1/4" dia. tapcon with min 1.25' embedment at 3" max
from corners and 11.5' o.c. max. thereafter in head and jambs.
+ 50.0 PSF
C
FL# 251.4
Sliding Glass
Door
Series 110
SGD
PGT
1" nom
Type "G5A"
1/4" dia. tapcons w/ min. 1 3/4' penetration to be
spaced per product approval. Contractor shall adhere to
min. 2 I/2" edge distances specified in Product approval
+ 40.0 PSF
_
Product
NOA/FL
NUMBER
Model #
Manufacturer
Attachment Method
TEST
Ezpuation
Date
Design Pressure
of Approved Tests
MullionsInstall
FLU 241.1
1" x 2 3/4" x .315'
PGT
per fastener type and spacings shown in Table IA and IB
in product approval on sheet 5 of 22.
+ 58.0 PSF
Roof
FL# 11651.12
5V Crimp
Metal RoofingGulf
Coast Supply
and manufacturing
26 ga. 5v crimp metal roofing attached to plgwood deck using 49 x 1.5"
mood wrows with self waling washer at 12" o.c. max spacing over ASTM D
(type 2) 30 Ib felt underlayment installed with min. 4 side laps and 6" and
laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails
spaced 6 o.c. at all laps and two stapgarad rows 12' o.c. in field. Attach
lack to trusses using attachment detail on root plan
- 108.5 PSF
Siding
Stucco on Block
Soffit
FLU 12198.3
Model T4 12" vented
Vinyl Soffit
Kagcan
Install using 2' x 2" battens at V o.c, screwed to soffit framing using
#8 x 3" wood screws at each truss. Install soffit tc battens using
0.12" dia. x 1.5" Iona rino shank nails with S/8" dra.
+55.0/-35.0 PSF
Hurricane
Panels
I have reviewed the above and approved it
by my seal below. ( Architect or Engineer of Record
2" x 4" top plate 1/2" drywall ceding on truss bottom cord
1/2" drywall on
2" x 4" studs at 14" o.c.
base -board -1 11 11 / 2 x 4" P-T. bottom plate
\ 4" concrete slab with fibermash OR
VxV #10/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
Interior Non-Bearinq Partition
Braden t
Braden All A, FA
Architects
- Planners
411
S.E. Coconut Avenue
Tel
(112) 281-8258
Fax
: (112) 281-8283
E-mail:
bradenalagcomcast.net
Stuart. FL
34996 #AACOO0032
Wynne Building Corp.
THE. ROYAL
Spanish Lakes
St. Lucie County Florida
SCALE: 1/4" = 1'-0"
2
ion
ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING
DCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP
AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE
PERMITTING INFORMATION
(FORM 100)
Florida Building Code Residential: Lth Edition and
ASCE 1-10 for Wind Loading
Building Design is: Enclosed Risk Category: II Wind Velocity: IL5 mph ultimate
Mean Roof Height: '- " Roof Pitch: 4.12
Internal Pressure Coefficient: to -IS
Subjectabilitg to damage from: Weathering: Negligible
Termites: Verg Heavy
Width of Roof End Zone: 3'-4" Wind Speed: I45 mph ultimate
Wind Exposure Classification: C 1.21 x O.L
Adjustment factor for Exposure Height:
0.126 ASO design
Load Combination: ASCE 1-10 Section 2.4 DL+LL;
DL+O.LWL; O.LDL+0.6WL
Components t Cladding Wind Pressure (NET) Roof
Zone: I. +20.6/-32.6 pat
Roof
Zone: 2. +20.6/-51.0 pat
Roof
Zone: 3. +20.L/-84.0 pat
Components III Cladding Wall End Zone Width: V-4"
Components t Cladding Wind Pressure (NET) Wal one: 4.+35.8/-38.1 psf
Wall Zone: 5. +35.8/-41.8 pat
Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 pat
Shear Walls Considered for Structure? Yes
Continuous Load Path Provlded7 es
Are Components an Cladding Det� Provided? Yes
Minimum Soil Bearing Pressure: 2.5j2o psi. Presumptive: X By Test: psi
SEE PRODUCT APPROYAL POR IMPACT PROTECTION FOR OPENING
ROOF LIVE LOAD: 3-1 pet ROOF DEAD LOAD. 10 pat
FLOOR LIVE LOAD: -15 oaf FLOOR DEAD LOAD: 10 pet
0 = Roof Zone I
Walls Zone 4
GM = Roof Zone 2
Walls Zone 5
END ZONE
Corner Zones
Roof Zone 3
JOB AQQRES3:
MODEL: Date Drawn Revisions WFf
Sheet Comm tt
GARAGE raven b : RIGHT Drawn by: �'12_�®I
C.C.U. EV EWI B
Checked by: 00DE COMPLIANCE
D.R.B. `%T 1 UiCIE COUNTY OF 5
FLOOR FLAN
TYPICAL DOTES: SCALE 1/4° = r-o" CRASH POST DETAIL
N.T.S.
I. Contractor to verify ALL notes and dimensions prior to 39" high by 4" diameter
proceeding with Work. steel crash post. Floor
p g Flange with 4 - 3/8"
2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into
3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksl steel plate)
a minimum IAOO P.S.I. fiber stress. 6"
4. No dissimilar metals to touch. 2i/2" 2,2"
5. ALL Concrete used for slabs shall be min. 2,500 PSi concrete. '/2"
ALL Concrete used for vertical filled cells, coat. tie beams etc.. to °
shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix "' ,3,e„ ° 2'y°
6. Drywall at ceilings shall be leveled and attached to bottom chord
AREA CALCULATIONS
Living A/C = 1120 sq. ft.
Back Porch Total = 210 sq. ft.
Garage = 311 sq. ft.
Entry = 28 sq. ft.
Total Under Roof= 2215 sq. ft.
Total Cubic Ft = 13,%0
2' VTR
I
2„
of trusses with screws per FBC R�02.3.5.
p
2y2"
Attach buck to block wall with MASTER 2"
1/4' dia. Elco BATH I
7.
ALL wood in contact with concrete shall be pressure treated.
a °
conc screws with min.
1 1/4" penetration at 12' o.c. max
LAV-1
I
8.
ALL wall dimensions are nominal and not finished wall or stud dimensions.
"
and
and 4" max from each corner thru
2" x V PT Buck
2"
L4V-I
I
face
9.
ALL plumbing fixtures to be low flow.
ae wall
2"
10. Contractor to Provide Drain at water heater in accordance
arias
2"
w"-'
with the current edition of the Florida Plumbing Code.
wo-i
"
11.
Contractor t0 Provide a 2'-8" wide door at one bathroom for
#e Woad screws thru lamb into buck
LAUNDRY
2
handicap accessibility requirements.
at each hinge end 1u amb max and
Detail at Door prior to door attachment
3" eT-1
12.
�,°
Lowest finished Floor to be set bg Governing Building Department
4" h"
NTS
2' VTR4L 2' AAV I
13.
surveyor t0 Set in field.
Separation between residence and garage shall be per FBC R302.6
I 2'
s 1
KTICHEN
INSTALL VULKEM BLOCK SEALANT
ON ALL JAMB, HEADER, AND
14.
Door between garage and residence Shall be I-3/4 t 20 min. rated door
SiLL BLOCK PRIOR TO BUCK
INSTALLATION
LAV-1
2"
3"
w.H. = Water Heater
Install windows thru buck into
block with 3/I4" tap -con with
1 1/2' penetration at L" o.c. max.
BATH #2 we-1 3
15.
Wall and Ceilingshall have a flame -spread classification of not greater than 200 Der FBC R302.9.1
p p
from each corner and 20." o.c. max
her at jamb*
thereafterand 20' o.c. max.
16.
Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2
Exterior race ead and
11
All exosed attic insulation materials installed on attic floors shall have a critical radiant
or wall -� i Bock to be I" x 4' PT
BT, 3"
co
flux note 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. Gpsum board material shall conform to ASTM C36, C-19, C415, C514, C630, C931
C460, C1002, C1041,C11II, C11-18, C1218, C1395, or C1396 and shall be installed
according to the following: (FBC R-102.3.5) Masonry
1" x 6" P.T. Buck nailed to /
block with case hardened nails
prior to door attachment;.
Drywall
Thickness
Location
Orientation
Framing
Member
Max. s acin
fasteners
Ned sizing options for
Spacing
of
Installation of drywall Into
Maximum
wood framing members
2" x min. thickness
Nails
Screws
Ceiling
Perpendicular
24"
i"
12"
13ga 1 3/8" lloong with 19/44" head
O
0.098" diameter x 1 1/4" long
annular -ringed or 5d cooler nail
0.080" di OR 15/8'° long with
walla
Esther
IL"
a"
1L"
Direction
15/L4" head
OR
Ggpsum board nail 0.084" dia.
x 15/8' with 9/32" head.
Ceiling
Perpendicular
24"
-1"
12"
13ga 1 5/8" long with 19/64" head
OR
0.098" diameter x 1 3/8" long
annular -ringed or Ld cooler nail
R
Walls
Either
IG"
all
IL"
0.092" dia. x1 1/8" long with
Direction
1/4" head
OR
Gypsum board nail 0.0915" dia.
x I �/8" with 19/64" head.
To Septic
I"x4" P.T. Buck nailed to PLUMBING RISER
block with case hardened nails
Detail at Window S prior to window attachment
U111 NTS
Install SGD thru buck into
block with 3/I4" tap -con with
1 1/2' penetration at L" o.c. max.
/from each corner and 20." o.c. max
thereafter at head per product approval
Use 3/I4" tap -con with
1 1/2" penetration at L" o.c. max.
thereafter at nsill pedr p duet approval
I" x L" P.T. Buck nailed to
block with case hardened nails
Head prior to door attachment
fixed door
sliding door
19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A1O8.6, r, Masonrg Wall __ -'-
A108.1, A118.1, A118.3, A136.1 and A13�1.1 ;:�:�:::.:-::�; 1 ,/2-� -
20. Cement, fiber -cement or glass mat g psum backers in accordance with .ASTM
C1288, C1325, OR C1178 and installed I.A.W. manufacturers recommendations shall "`bottom'`Treck 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 includingfacings such as retarders or vapor permeable members installed block with 3/IL" tap -con with
`� p p 1 1/2" penetration at L" o.c. max.
within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics S I i d I n g D OOr D G t a i I from each corner and 20." o.c. max
shall have a flame spread index not to exceed 25 with an accompanyin smoke thereafter at Jambs per product approval Jamb
developed index not to exceed 450 when tested in accordance With ASTM E 84. At Masonry Wall NTS
Insulation shall comply with F.B.C. R316.
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12
24 ga_ 5v crimp metal roofing attached to plgwood deck using #9 x 1.5"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM 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 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
Simpson HETA 20 or equal
hurricane anchor at each truss 12
with (10) IOd x 1 1/2" nails
PRE-ENGINEERED TRUSSES
4
( 24' o.c.) supporting Max
at 24"o.c. TYPICAL
18101bs. uplift
(shop drawings bg manufacturer)
Aluminum Drip - �'�
R-30 blown fiberglass
Edge t Fascia
in bottom chord of trusses
drywall with smooth finish
2" x L" Sub -Fascia
Two rows of beam block filled with concrete
and (1) #5 bar cunt. in each row. Substitute
Kaycan full o vent vmsi soffit installed
using I/8° dia shank x 1.5' long
precast lintel Filled with concrete and (1) #5
bar cont. for bottom row over openings
gale.
roof, nails with 3/8" dia. head per
product approval - ace chart sheet #I
furring
1/2" drywall over I" x furring
strips at IL" o.c. with R4.1
Insulation on tgpical 8" Block walls
5/8" thick light textured
= All drywall to be installed per FBC R102.3.1
stucco on typical concrete
Tand shall meet all pertaining ASTM codes,
"M"
block construction
m Mortar to be Tgpe only proportioned per FBC RLOl.I
and Mortar Jonts shall comply with FBC RL01.2.1.
Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...)
#5 bar Vert. w!
30" overlap
FIII cell with concrete and
at each filled cell
(I) #5 bar Vert. (tgpical).
Max. spacing shall not exceed
Wood 48' unless otherwise noted
Base see foundation plan notes for
spacing at openings
4" concrete slab with ribermesh OR
VxL" #10/10 WWM on L mil Visqueen over
clean compacted termite treated fill
if
..•�:
Grade
_-
-III I i I i
IIII IIII- 14% x 18"d Concrete footing
with (2) #5 bars cont. and #5
14" transverse bars at 48" o.c.
TYPICAL SECTION
Scale : 1/2" = 1'-0"
Window Schedule
Mark
Size
Rough O en.
window Descrilption
PRESSURE ZONE
1.
4'-Sis"x S'-3%8'
54ka'x L3%;'
Single Hung
ZONE 4
2.
V-2316"x 5'-3 %"
15' x L3 %'
Single Hung
ZONE 4
3,
2'-2" x 3'-2%2"
21Y2"x 38%"
Single Hung
ZONE 4
3'-1" x 5'-3%a'
38" x L3'/4"
Single Hung
ZONE 4
S.
4'-5%s"x 4'-2%a'
54Y8'x 54Ya'
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 bg contractor
with manufacturers specs prior to construction
Door Schedule
Mark
Size
Rough O enin
Door Description
PRESSURE ZONE
A
9'-0" X 1'-0"
108' x 84"
Overhead Garage Door
ZONE 4
B
V-O' X V-8"
41"%4" x 83V
Fiberglass Panel - Inswing
ZONE 4
C
L'-O" X L'-8"
14" x 81 %;' a°„"°°`„`°"
Sliding Glass Door
ZONE 4
D
2'-O" X C-8"
Solid Core - Wood - 6-Panel -Bi-Fold Finished 24' x 81 %2"
E
X-0 X C-8"
Solid Core - Wood - L-Panel
F
5'-0" X V-8"
Solid Core - Wood - 6-Panel - Bi-Fold
G
2'-8" x V-8" x 1
Solid Core Wood, Steel, or Masonite Door
H
X-8" X C-8"
Solid Core - Wood - L-Panel
J
2'-L" X C-8"
Solid Core - Wood - L-Panel - Br -Fold
ALL Exterior doors to withstand pressures stated in permit info
box on sheet 1*1
GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL
WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #I
All rough opening dimensions to be verified bg contractor
with manufacturers specs prior to construction
Braden t Braden AIA, FA
Architects - Planners
411 S.E. Coconut Avenue
Tel : (712) 281-8258
Fax : (1l2) 281-8283
E-mail: bradenaia®comcast.net
Stuart. FL 34996 #AAC000032
21'-0"
14'-O"
Opt.
PATiO/SLAB
3'-W-2" O
r 3'
°
° 00
00 O
J EGRESS
12" x 12" Concrete column
O
block filled with concrete and
(2) #1 bars Vert. tied Into
O
lintels above PORCH
MASTER
WIRE LATH t STUCCO
CEILING
' BEDROOM
z4
©
8'-O" A.F.F.
Flat Cedingif P
-
0� 0 I I I 1 10 1 1 1 1 1.
]EI I [.1lu
O
T
1
4" 12'-8"
p
in
8'-0" to 9'18" A.F.F.
Vaulted Ceiling
Vanitg to be
34 y2 ° high
1
I®
0
20 r 8"
°
I
Rod t Shelf
r
GREAT
1
\/
40_4„ L,_o„
ROOM
N
�i
N
`� I
I�
„
1
1
2" x L" knee -walla
below counter top N I L O Cj
Irr
r
�I
LINEN
I
'ad t Shelf O
EINET
©
DINING 1
�e�`o�
/� \ow 1
r
ROOM
a
-0" to 9'-8" A.F.F. 141" HIGH
WALL
Vaulted Ceding 1
a I
=
0
1
1 8'-0" A.F.F.
Ii
°
:r
1-1/2" OVE
HANG I Flat Ceiling
<IfiCHEN°
r
- ®
o
Upper cabinets to
N
extend over Ref.
THIRD
NON -VENT
BEDROOM
o 3F
O1
_ _
OP NING
N 8'-0" A.F.F.
W= Flat Ceiling
sf
O
w
N;
-
w.H 22" x s4• 1
i 11 Attic Access R-p Batt. Incicuan
O" 4„ 30" 4°° 3'-4"
Ill ;y
m with light I
p / 1
J
JF_m
I
Provide
4" Steel Ballard closer
auto
J J
411
See detail on this sheet
J
uble Linen Double ®
ISO
Amp
Ha rn Hanging
P inel
B H
22"
`
H.B.
'-2 II
' GARAGE
vanit o t
I I
'°
o
4 y2"h h
8'-4" A.F.F.OLO
Flat Ceding
N
°
Ln )�
o
t
°
_ry
HangingonWfi�
(-----------------i
I
Block wall in
°
r
°
0 MT
I garage to be
struck block
O III•
I
i
NF�10=rvrni
J O
MEGRE 55
I
I
I
a
SECOND
ry13EDROOM
8'-0" A.F.F.
Flat Ceding
EGRESS
O
2'-2" 9'-C 21-2„ 2"-81, 2'-8" 3`-L" 91
O311, 4"
13'-10" 5'-4"
35'-O"
UJynne Budding Corp. MODEL: Date Drawn : Revisions
3-27-20
GARAGE
THE ROYADrawn by:
�-
C.C.U. REVIEWED FOR
Spanish Lakes Checked bg:
St. Lucie County Florida p R g CODE COMPLIANCE..
" BOCC
O
T
N
A/C
41
T
o-
Sheet
2.
OF 5
W
J I r\ LA l I L01 I\ th L_ I X l./ I I_— %-) :
I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL
BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM
CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN
PROPER ENGINEERING DATA FOR DESIGN.
2• ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS
ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI
BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS
3. POISON SOIL AND COVER W/ 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 95% 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.
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 ASTM A-16, 6.
A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL.
11. 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
15• 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 45 bar vert. at 48"
o.c. max. Provide (1) filled cell on each side of Openings upp to 5'-11" 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'-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 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-35 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.
95 bar vertoverlap
w/
30" overlap Fill cell with concrete and I. (1) #5 bar vert. (typical). Thicken edge to 8"x8"
t
SCALE: 1/4" = 1'-0"
FOOTING
SCHEDULE
Mark
Size
Description
I
14`"W
x 18'"D
MONOLITHIC FOOTING
WITH 2 #5 BARS CONTINUOUS
12""W
X 120D
MONOLITHIC FOOTING
WITH (2) #5 BARS CONTINUOUS
0
30"
x 30" x 16"D
COLUMN FOOTING WITH (4) #5 BARS EACH WAY
8"W
x 8"D
THICKEN SLAB EDGE
WITH 1 #5 BAR CONTINUOUS
14""W
With
x 18"D
Curb at Garage
MONOLITHIC FOOTING
WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0"
a eac I e c Max. spacing shall not exceed with concrete and 4" concrete slab with fibermesh OR
Wood 48" unless otherwise noted one #5 bar continuous 6"xb" 410/10 WWM on IO mil Visqueen over
Base see foundation plan notes for clean compacted termite treated fill
spacing at openings
GRADE
4" concrete slab with fibermesh OR
CxV #10/10 WWM on 6 mil Visqueen over —
clean compacted termite treated fill in —_
Grade 9
-IIII_
fall
IIIIII I j I I l) IIII I'i [1-1-1 14% x 18"d Concrete footing
I I iwith (2) #5 bars cont. and #5
transverse bars at 48" o.c.
TYPICAL FOOTING DETAIL
_/ SCALE 1/2" = 1'-0"
4" concrete slab with fibermesh OR
CxC 410/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
U5 bar cont.
Step per
foundation plan
Grade ra e
iv :...
3 h 3" (2) #5 bars cont. bottom steel
j- ;,)/ DETAIL AT GARAGE STEPDOWN
SCALE 1/2" = I'-
12" x IT concrete column
block filled with concrete
and (2) #1 bars wart. tied
into lintels above
Top of footer
14" below finished floor
12"
C 30"
OLUMN FOOTING DETAIL
Termite Protection for New
Construction.
Soil treatment used for subterranean termite prevention
inside the foundation perimeter shall be done after all
excavation, backfilling and compaction is complete.
If soil area is disturbed after initial chemical soil treatment
area shall be re -treated with a chemical soil treatment
including spaces boxed or framed.
Treatment must be in accordance with the rules and laws
established by the Florida Department of Agriculture and
consumer services.
Protective sleeves around metallic piping penetrating
concrete slab on grade floors shall not be of cellulose
containing materials and shall receive application of
termicide in annular space between sleeve and pipe.
SLAB EDGE DETAIL
SCALE 1/2" = 1'-0"
#5 bar vert. w/
30" overlap
at each filled cell
#5 bar cont. in curb
Fill cell with concrete and
(l) #5 bar vert. (typical).
Filled Cell Masonry Column With One
Curb height
Max. spacing shall not exceed
48. unless otherwise noted
#5 From Footle To Tie Beam
g
Verifg based on
Wood see foundation plan notes For
Cone. Fill To Be 3000 PSI
foundation plan
�C°i
Base spacing at openings
OR
See Floor Plan For Location
6"xG ul0/10 lUWM on 6 mil Visqueen
over
:s
clean compacted termite treated fill
�IIIIII
IIIIIIII�II�II�II=1
• I I—IIII—
Single 1=111ed Cell COlumn
__
I 1011 I I I
IIII III—
NTS
—1 —I
—111
-14"w x 18"d Concrete footing
=IIII—III
III—IIII— with (2) 95 bars cunt. and #5
3'
11 transverse bars at 48" o.c.
Filled Cell Masonry Column With One
nfs
14"
#5 From Footing To Beam Each.
GARAGE
CURB DETAIL
Conic. Fill To Be 3000 PSI
SCALE 1/2" = 1'-0"
See Floor Plan For Location
2" x (" PT wood secured with
1/2"dra. x 0 expansion anchors
with 2" sq. washer at 18" o.c. overhead door track secured to wood
jamb per manufacturer's product approval
Garage Door Jamb Detail
GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS
PERMIT INFO SOX ON SHEET #I. SEE PRODUCT
APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL.
E
Q) Contractor to pr
0) proper foundation
for proper steel
n
30" min.
H.B.
2r-o° I — — — — — — I —
10'-6" 10'-0" 41
12" x 12" Concrete column Op t. PATiO/SLA
block filled with concrete and
(2) #1 bars vert. tied Into
lintels above 7 — — — — rn
14'-O"
° l� J 2JUI 1 ifilLni_�_1_i_Li_i_�_i_ IUIlJ1 I Il
J
T D Q I I
Filled cell under
girder above
Rear Porch Slab to I 4" Fi
I� be poured separately
O from House Slab. L 1
� I
I 17:c' Thicken footingto
1 2,4 w x 14"d x 24"L
r---- ----- e
FI Rear Patio/Slab to
I be flush with bottom of
sliding door recess.
_a Slope I"
II—i
II—i
i l
I
—i
�I
I
�I
I
I
0 under filled cell
under girder bearing.
J
FI I
I
I
I
I
I
I
4" concrete slab with fibermesh OR
6"x6" 410/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
I FI l
I I
I f_
I I
I °
°I I
°I I°
I FI I
I FI I
I I
°i
° 4'-Orr
I I A/C o
�",-4"0 Steel Ballard I -
- I ¢? Q I See detail on this sheet
I
°
I I I
4" concrete slab with fibermesh OR
16"x6" #10/10 WWM on 6 mil Visqueen over
I , clean compacted termite treated f)OII I °
I o
FI I i C4Lu
I
I II o 5
I N
I I o in I Recess for I
d) ° L_ — — — Garage Door—
Oo o °❑❑° Oo Oo 0 0
I FI I
I I
I I
°I I°
I I
°
Double Filled Cell Column Corner Steel Lap
NTS nits
Braden IIII Braden AIA, FA WQnne Building Corp.
Architects - Planners
411 S.E. Coconut Avenue T H E R O Y A L- E
Tel : (112) 281-8258
Fax : (112) 281-8283 Lakes
�9B E-mail: bradenaia8comca5t.net Spanish
Stuart. FL 34996 #AAC000032 St. Lucie County Florida
00
V
O
I
N
0
in
0
O
r
-2" 9'-6"' 2'-2" 2'-8" 2'-e" 3'-6"
13'-10" 5'-4"
35'-0"
MODEL: Date Drawn Revisions Sheet
3-21-20 Comm #
GARAGE Drawn bg:
RIGHT REVIEWED FOR
CD I 12—j(�I
hocked CODE COMPLIANCE
B
Re33by' ST. L.UCIE COUNT OF 5
ROOF SHEETING
ATTACHMENT DETAIL
2. Minimum Screw Size = go x
3. Minimum Sheathing Thickness 19/32" COX Plywood
4. Use nails or screws based on pressure for roof stated
in permit info box on these plans for zone 3
KegArea
Ede
Field
Fastener
Pressure
Zone I
6"
6"
8d ring shank
'is psf
Zone 2
4"
6"
8d ring shank
76 psf
Zone 3
4"
Is
Bid ring shank
84 psf
** Zone 3a
6"
6"
#8 wood screw
112.5 psf
** Use nails
or screws based on
pressure
for
roof stated
in permit
info box on these plans
for
zone
3
Concrete
/ Lintel
Verifg with Plan
Provide #5 bars with min. 48 bar
diameters overlap into beam. Tie
filled cell steel into continuous
beam block steel.
Provide Cast -Crete — 7 "
SUB-OB/OT precast
lintel sot in mortar
Min. 8" Bearing
12"x 12"
dumn Block
�#7
Rebar
R O C f FLAN Scale : 1/2" = 1'-0"
Provide #5 bar set in pre -cast
lintel into beam where length of
the opening calla for it. — Overhan S at 1i-0ii unless Otherwise noted On this Sheet
Dvide PT Buck
.ached per jamb
ails into filled c,
4" Pre -cast
Still
— Roof pitch at 4:12 unless otherwise noted on this sheet
— Truss shop drawings to be provided by manufacturer
— Any changes to this plan shall be submitted to the
architect for approval in writing prior to starting construction.
ALL TRUSS TO TRUSS CONNECTIONS BY
TRUSS MANUFACTURER
Architect to review Truss Shop Drawings Prior
to construction for layout and uplift verification
Poured Filled Cell — Contractor to provide for Form Board Survey and to provide
Form Board Survey to Truss Company prior to truss construction
Trusses at 24" o.c.
see shop drawings by others
Provide #5 bars with min. 48 bar
diameters overlap in filled cell. lie
7ftiled cell steel into continuous
Tooter steel.
:.` Concrete Footing
_ -1, "'•
4" ; �- (see foster schedule
for exact sizes
DETAIL AT
WINDOW OPENING IN
CBS WALL
Scale: 1/2" = I'-o"
SINGLE PLY REAR GIRDER TRUSS
Nail 2" x 4' blocking to Vert. leg of
truss with IOd x I.5 nails at 4' o.c.
d
Install Simpson MGT into mall using
12'
r+
S/8" dia. threaded rod set min.
\
into wet beam and (22) IOd nails into truss
DETAIL
Rebar 1.48 Bar Dia. TRUSS BLOCKING
Min. Overlap :'+' AT GIRDER STRAPPING
Column to Llntel Attachment AT CENTER BEARING POINT
NTS
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 T ar 2 felt paper using Bid nails. Substrate
to be 19/32 CDX Plgwood nailed at 6" o_c. in field
and edges with IOd ring shank nails into studs.
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12
d
26 ga. Sv crimp metal roofing attached to plywood deck using #9 x 1.5"
woo screws with self sealing washer at 12" o.c. max spacing over ASTM D
(type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced 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 11131 n "
#5 hers Lintel Bar Clear A
CLEAR Length Length Span Bars Bars
•.'.itpi , , , ,
2'-10" 2'-8" I'-b" 2,#3 none
3'-6" 3'-4" 2'-2" 2,43 none
eFe-OBAT BPS-IBAT e1=e-I13/2T
Additional 41-0" 3'-10" 2'-8" 2 u3 none
--�tt5 bare 2 3
EA _`':;�::'r,' :.:4 4'-6"
CL4'-4" 3'-2" # none
One Row of "14' %.;::.;,.,
Block Above 5,_2" 4'_0" 2,43 none
none
r'h`•.'.°':'' Precast Lintel
6'-6" 6'-4" 5'-4" 2 #4 none
Additiona i
' #5 bare
t----y---- 1'-6" 1'-O" b'-2" 2,#5 none
8FI6-IBAT BFIL-IB/2T T-10" �'-O" 2 #5 none
NOTES:
I. min. coverage of steel-1.5"
2,
min. bearing required a an. end=8" ALL reinforcing steel is grade 60.
3. etandard for rerif. steel=ASTM ALIS
TYPICAL LINTEL SECTION
( PRECAST CONCRETE )
LINTEL SCHEDULE
Mark
WindowRows
or D
unit
WidthStu
Lintel
Cast -Crete
Specification
of
'H" Block
Above
"
Bottom
Steel
Size
Top
steel
size
Max.
Gravity
Load
(PLF)
Max.
Uplift
Load
(PLF)
Max.
Lateral
Load
(PLF)
L22
2'-2"
1 V-6"
81=8-05AT
1
85
3069
1569
1024
L31
_®p
4'-O'
Br8-OBAT
I
#5
25LI
13L3
�L3
L45
4'-5"
5'-10'
BFB-OBAT
1
85
NOS
404
339
L50
5'-0'
V-6'
811118-08/IT
1
#5
1238
835
121
LLO
L'-8"
T-L'
are-OBAT
1
U5
1011
-12-1
534
L80
8'-O"
9'-4"
BrB-18/2T
1
95
2
#5
152
Sell
512
L90
9'-0"
1 10'-6'
BFB-8/2T
1
#5
2
#5
443
530
401
L905
T-0"
1 10'-V
BFIL-I15/2T
ONE
1
#5
2
#5
1633
1183
401
LI00
10'-0'
ll'-4"
ere-IB/21r
I
#5
1 2
#5
582
494
452
LI008
10'-0'
1 II'-4-
BrIL-IB/2T
ONE
I
#5
2
#5
1361
1028
452
L120
12'-0'
1 13'-4'
BF8-I15/2T
I
#5
2
85
4-11
428
324
L12015
IT -ON
13'-4'
8r16-IB/2T
ONE
1
#5
2
#5
1015
110
324
LI40
14'-0'
is-4-
BrIL-IB/2T
ONE
I
#5
2
85
1250
609
259
LILO
IL'-O"
n'-4"
or-IB/2T
I
#5
2
#5
300
192
194
LI605
IL'-O"
IT-4'
BFIL-I13/2T
ONE
I
#5
2
#5
950
500
194
- ALL LINTELS SHALL BE MADE BY CAST-CRETE.
- LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE
- REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING
LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ.
REQUIREMENTS
- LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED.
Simpson META 20 or equal
hurricane anchor at each truss
with (10) IOd x 1 1/2" nails —
f 24" o.c.) suppacting Max.
18101ba. uplift
Aluminum Drip
Edge E Fascia
12"
2" x 6' Sub-Fasci
Kaycan full a vent vmgl soffit installed
using 1/8" die shank x 1.3' long gale.
'wring nails with 3/8' din. head per
product approval - we 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 #S bar continuous
BEYOND
Top of Tooter
14" below finished floor
12
4 �—
Aluminum Drip
Edge t Fascia
Flash and Counter
flash
Nail ledger to
gable end truss
with (2) 10d
at each web \
R-30 Batts
R-11 batte
ceiling transition YYYY NA A A
ded using metal studs
'erifg exact configuration
:es Drywall ceiling
see typical section
Ceiling transition Insulation Detail
nts
Brace Gable end
with 2" x 4" SYP #2
8ft back nailed to bottom
of top chords using (2) IOd
nails at each truss
RE -ENGINEERED WOOD TRUSS
a 24"o.c. TYPICAL
( shop drawings bg manufacturer )
\R-30 blown fiberglass
In bottom chord of trusses
drywall with smooth finish
Two rows of beam block filled with concrete
and (1) #5 bar Cont. in each row. Substitute
precast lintel filled with concrete and (1) #5
bar coot. for bottom row over openings
1/2" dr wall over I" x furringg
strips at 14" o.c. with R4.1 fi-foil
insulation on typical 8" Block walls
All drywall to be Installed per FBC R102.3.1
i and shall meet all pertaining ASTM codes.
nD Mortar to be Type "M" only proportioned per FBC R601.1
and Mortar points shall coinplg with FBC 1601.2.1.
Provide Du -Rock at all wet areas (ex. showers, tubs etc...)
Fill cell with concrete and
(U #5 bar Vert. (tgpical).
Max. spacing shall not exceed
Wood 48" unless otherwise noted
Base see foundation plan notes for
J spacing at openings
4" concrete slab with fibermesh OR
VxV #10/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
:IIII IIIIIIIIIIII-IIII IIII I . ��.e''III—IIIIIIII=III
1/2'
hrnb lath
vertical wood
s to provide
.ration into
3/4' penetration
members
5/8" thick light textured
stucco on typical concrete
block construction
Varies - see plan
#5 bar Vert. w/
SO" 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 i4D
-IIII-IIII-IIII '
II11:�,11111111I� I�I��-1�1i lil
�I��I�I�I�111=III 141�1 IIII- FI
Tu.bical Section at Front Fors
Scale 1/2" = 1'-0"
to
w
x
r
to m
N 4s
a-,
M (3a
LL
a
a oi ai
9:U
to
a 69
E 00
r _
W ."t.
N
L
o
N
4
w
Strap
truss to
wall using Simpson
MGT with
5/8" dia.
threaded
rod with min 12"
embedment
into
beam either wet set or in
epoxg with
(22)
IOd nails
into truss. Add
blocking to
truss
leg per detail on
this sheet
a
N
L9015
L90B
L46
Simpson HETA 20
hurricane anchor at each truss
( 24" o.c.) supporting Max.
ETA 20 1810 lbs. uplift
L45
BI
Q
I W4AAA E
Legg
'MIN
ii is
1A NZZ
ZZ
L /Z
:a
Z a BI L31
I in
`'< L45 BI
ZZ
Gulf Coast Supply and MFG Sv Crimp Metal roofin
FL #11451.12 I1
24 ga. 5v crimp metal roofing attached to plywood
nick using #9 x 1.5"
SLOPE 4
wood screws with self sealin washer at 12" o.c. max
spacing over ASTM D
laps fastened with corrosion resistant tin cape and
th 1.25" ring shank Halls
" Bi
spaced L o.c. at all laps and two ateggered rows I
deck to trusses using attachment detail an this she
o.c. in field. Attach
i 22" x b1" I
r-- 1
W 11' Attic Access
lath light
1 1pp�
L31Bi
Z I
aD I
BI RTA„MAX I L31
I / Fell
I /TingJ I I \ I
BI
4ISLOPE
I
" �,o
L31
BI I III 11 II 1111 Ilnl 11 II II II \ BI
BI
I L90B
ETA 20
BI Simpson HETA 20
hurricane anchor at each truss
( 24" o.c.) supporting Max.
1810 lbs. uplift
0)
01
� X
r
OU m
a
a
a
to
�S N UI
V r
U
N� p0
Eq)_
N1
U N
H
1-2-19
PANEL
"A"
Poles
SR
Load
wire
Description
circa
circa
Description
Wire
Load
BR
Poles
1
20
1.2 kw
#12
Rerrigerator
I
Range
#G
12.0 km
50
2
1
20
1.2 kw
#12
Clotho Waaher
3
1
20
1.5 kw
$12
Kitchen S.A.C.
5
G
Orgar
#10
5.0 kw
30
2
1
20
1.5 kw
#12
Kitchen S.A.C.
a
1
20
-
#12
Bathroom Recapto
5
10
Arc Cond sor
#10
5.0 km
30
2
1
20
1.2 km
#12
Dishwasher
II
12
1
20
1.2 lea
812
Microwave
13
14
Arc HandkK
#10
15.0 kw
30
2
I
15
-
#14
General Lighting
Is
IG
I
15
-
#H
General Lighting
11
is
WH
#10
5.0 ko
25
2
I
15
-
#H
General Lighting
19
20
I
15
-
RI4
General Lighting
21
22
GDO
#12
0.81 K
20
I
I
i5
-
#14
General Lighting
23
24
Spare
Spare
25
26
1 Spare
Spare
21
28
1 Sperm
Spare
1 29
1 301
Spare
PANEL "A" LOAD CALCULATION SHEET
Load Description
Qt .
Watts
Total(Watts)
General Lighting (3, watts sq. ft.)
Small, Appliance. Cgcuit(s>,.,.. ,,,,,,_, ,,,,,,,,,,,,,,,,,,
.Range ..... ......... .................. ..................
Refrigerator ............... ..... . ....
Microwave.....................................................
Disfi Washer
.................................................................
Clothes„Washer...............................................
,Clothes..Dryer................................................
Water Heater
Garage.Door.Opener........................................
1135
3
5,205
2
1,500
3,000
1
12.000
12,000
1
112-0-0-1200
1
1,500
1,500
1
1,200
1,200
1
1,200
1,200
1
5000
5000
1
4,500
4,500
1
810
810
Total Watts
35AIS
First 10000 Watts e100%
1
10,000
10,000
Remainder 25,615 e40%
1
O
10,246
Electric Heat or A/C 10,000 e65%
1
10,000
10,000
Calculated Load
Watts
301246
Voltage
240
Calculated Wattage Divided bg Voltage = Total Amps 126.02
Panel Size Required = 150 Amps
Electrical S mbol Legend
$
Single Pole Switch
®
Recessed Can Light
Sa
Double Pole Switch
®
Eyeball Recessed
Pe
Push Button Switch
-0-
Exhaust Fan
=09
Duplex Outlet
¢
Ceiling Mounted Light
Special Receptacle
♦
Well Mounted Light
Waterproof ground fault circus
interru;)ter
PC
Light with Pull Chain (attic)
®
Floor Duplex Outlet
©
Computer Connection Jack
cn 1
Carbon Monoxide Detector
4c:?
Flood Light
TD
Thermostat
m
Electrical Panel
®
Central Vac
8
Electrical Meter
®
Smoke Detector
Ceiling fan
©
Television Jack
Telephone Jack
DISC
A/C Disconnect
®
I x 4 Florescent Light
®
2 x 4 Florescent Light
®
Speaker Hook -Up
FB = JUNCTION BOX TO SUPPORT A FAN
T� = THERMOSTAT LOCATION
B/A = BALANCED AIR
1-2-19
FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW
(3) #1 THHN Copper
2" PVC Schedule
40 conduit FMP
CB
ANEL
200a rated
meter can -
2" PVC ( FPL _......._.....
schedule 80
2" rigid service FPL
GEC < Bato
ground rods
ELECTRICAL RISER
#2/0 AL SER Cable
With #1 Grnd
2" PVC Schedule
40 conduit sleeve
into attic
200a rated
meter can r
bonding
point 2" PVC ( FPL)
schedule 80
2" riaid service PPL
- Contractor shall use AL-CU Landing lugs.
- Contractor shall torque lugs I.A.W.
manufacturers recommendations which
shall be verified prior to construction
- Verify AIC/KIC Rating prior to ordering
ELECTRIC NOTES -
ISO
MCB
PANEL
disc.
bonding
pant
GEC to rBarr,)1 cFeGr luire
a vanaed
ground rods
ALTERNATE SERVICE ELECT. RISER
NTS - Contractor shall use AL-CU Landing lugs.
- Contractor shall torque lugs I.A.W.
manufacturers recommendations which
shall be verified prior to construction
t - Verify AIC/KIC Rating prior to ordering
NT9
Opt. PATIO/SLAB
PORCH
I
1
143 CFM I
IOxlOxl
Center) Registers
on ceiling fan
1
1
I
BEAT
OM
DINING
ROOM
THIRD
BEDROOM
84 CFM
lox6x6
Vent thru I �I B 7
12)d2x8
B/A
r
I
I
1
9
1
I /I
215 CPM
1�
12xbx1
12g/
SECOND
BEDROOM
I I E
163 CFM
IOxlOx1
12a
139 CFM
IOXIOXi
M#STER
BEiDROOM
139 CFM
IOXIOxl
I
I
12x12x10
B/A
ra ra
1 12)d2XlO
B/A
8 CFM
8x4x4
KA
41 CFM
r I
° o
MTCHEN
I
I
144 CFM
12x6x1
22' x 54'
Attic Access
with light l
- - - - - -
\-4"0 Steel Ballard
See detail on this sheet
150 Amp
Panel
GARAGE
r----------------- i
I I
I
I
I
I I
I I
I I
I I
I I
I I
I I
I I
HANICAL LAYOUT
SCALE: 1/4" = 1'-0"
L
Use capper wire only from panel to devices
15.
Contractor shall guarantee all materials and workmanship
20.
All equipment and panel sizes shall be verified before
2.
Provide and wire all required smoke f Carbon
free of defects fora period of not less than two years from
ordering_ The andshell provide circuit routings to
Monoxide detectors.
the date of acceptance or certificate of occupancy, or one
suit the Job conditions.
3.
Contractor to verify location of electrical
year from closing sale of house.
service and provider.
Correction of defects shall be completed without additional
21.
Furnish and install all fixtures as called for on the plans
4.
ALL bath and kitchen receptacles to be GFCI protected.
charge and shall include replacements or repair of any
or as selected by others.
S.
ALL exterior outlets to be WP/GFCI protected.
other phase of installation that may have been damaged.
6.
Recessed cans to be installed per NFPA requirements.
16.
It is not the intent of these plans to show every minor detail
22.
All raceways and pipes placed in or through any concrete
1.
Tamper resistant AFCI receptacles are required in
of construction. The contractor shall furnish and install
slab shall be spaced a minimum of three diameters of the
ALL rooms.
all items for a complete electrical system and provide all
largest conduit or pipe from any other service.
8.
A/C Return Air Balance Must comply w/ FBC RMI602
the requirements necessary for the equipment to be placed in
9.
A/C Refriqg l� qnt lines that are run thru slabs must be
proper working order_
23.
All exposed wire below 9'-I' shall be installed in metal EMT
10.
sleeved inYYC
ALL A/C Equipment shall compig with energy calculation
Il.
All work shall be done in accordance with the N.E.C. and
comply local
conduit.
Braden
Braden P,4
IL
All work shall be performed by a licensed electrical
shall with all codes and ordinances, and shall
meet all standard requirements of the local electric utility
24.
Dryer Vents to be installed per
FBC RM1502
,41,4 e
12.
contractor, the completed system shall be fully operative.
Contractor for
and telephone company.
Architects
- Planners
shall pay all Tees, permits, testing, and
411
S.E. Coconut Avenue
13.
inspections including blower testing where required.
All work shall be coordinated with other trades to avoid
18.
The electrical system shall be completely and effective)g
by latest
Tel
(112) 281-8258
interference with the progress of construction.
grounded as required the edition of the N.E.C.
Fax
: (112) 281-8283
14.
All required insurance shall be provided for protection
19.
All material shall be new and shall bear underwriters'
E-mail:
bradenaiag comcast.net
against the public liability and property damage for the
labels where applicable.
duration of the work.
Stuart_ FL
24996 #AACOOOOS2
Vent thru
Soffit
A#C
SEE MANUAL
"J" and Energy
Calculation
for Unit info
Exhaust Duct
Thru Soffit
Wire For
Front Post
Light
Opt. PATIO/SLAB
®\ wP GFCI
YY \ \I
PORC�-I {���yy
V
I
I
GREAT
ROOM
Smoke / Carbon O I
O
Monowde Detector
Combo
I
I
I
II
II
I
DINING j I GFCI
ROOM
MASTER
BEDROOM
LO;SET
I I
I "
I
I
I � � CI I \G� It
I i IT -I EV.\
- - - - - - - r3�2" �Ie 3'-2" CIE .
THIRD "I _ _®
BEDROOM W
� l _
' r 2„h
\ - I - x GFCI Pa
\ V � 22'' x 4 - l
Attic Acem
UI *t with light \ ot1
Steel Ballard
detail aaeeI
� Pull chain
I PC fight in attic /
O I I OPTIONAL PANEL / / ISpp// Amp
I LOCATION �lyare[
I 42"h GFCI
Miowda D Cets toorr �] /�
` Combo under AHU I-V}rl{-VI � G A I� /r"rt G E
M Q� II /
II ' Garage
Door
I / Opener
VV11 ff
r-----------------Xx
O\ I I
corner
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BEDR�aoM �
I \
� J
wP
Center Post Light on
This corner
ulunne Building Corp.
THE iROYALE
Spanish Lakes
St. Lucie Countg Florida
(Y
n
Exhaust Duct
,T-hra Soffit
�' Exhaust
Duct Thru
Wall
wP GFCI
79, Install owlet
�� under disc.
T) not shown for
clarity
ELECTRICAL
SCALE: 1/4" = 1'-0"
ILI
FE3C 2309.1 Attic Venting Calculations
Xa Total Attic Space = 2,48-1 sq. ft.
o U Venting Ratio 1/150 = 16.58 sq. ft. required
"- > Post Light with Provide A Continuous Vented Soffit
v Photo cell
wo
tL&
MODEL:
Date Drawn
Revisions :
3-21-20
GARAGE
G
Drawn by:
RIGHT
C.C.U.
Checked bg:
D.R.B.
Sheet
REVIEWED FOR -
CODE COMPLIANCE
ST. LUCIE COUNTY OF 5
'TOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH
ARRANGE WITH CRANE OPERA
r AM=LIFE SAFETY WARNING � they trusses until are braced per BC
This symbol identifies Life Safety Warnings that should be read Do not stand on tr u J p
given special attention by all persons installing trusses.
14' — 21' — - ---
1
116„
16 I
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK. !o -Ito
CONSULT BCSI
J2
�
a
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III
la
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All load bearing walls, headers, Al
beams & lintels must be in place
at indicated height before trusses Al
1
Q are installed. AA,
AI R HAIV OLIF=FR 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.
Carrying Girder
For Truss to Truss
Connections see
hanger/connector Nails must be as
ide tabs
schedule in engineering Dome angle nails.
package.
Carried Truss
H.IP CARRIER LOOMED AS OWNSIONE0 ON LAYOUT 77
j
CORHEP 14CF5
rp
avE Ho. aEVEieo
EEE SiMMN
E,MHNEEIUNG,G..
O Z J
K
i
24' O.0 THRU
-CORNER JACKS Ir.LL
ONLY
CORNER DETAIL
OVERHANGS NOT SHOWN FOR CLARITY
N
Al 13,_72„ : 2/121 I. INT.
Al
I
NI Al
(0�
Al
Al
- - I
A
_
A
2
A
0
W Lon O
A
U3=
Q Q
'
A
W J.d.
�wU
_ Qz
A
F-Op
Q
W
SEAT PLATES BY CHAMBERS
� � o
A
A +..
7' SETBACK BOSTON HIP TRUSS
BH7
INDICATES LOAD BEARING
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
I
GRB
AT A HEIGHT OF 8'-1"
ABOVE FINISHED FLOOR
I
J3
Jt
i
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in
12:
4.00
I
1
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o
JC
CNI.
- -
1
-- --- - - - - -+
--
-
I
heel=315/16"
15'-10"
5'-4"
PLUMB CUT END
35{
2 z 4 Top Chord
-
- -
BEARING HEIGHT 8'-1"
GARAGE
t
L E
TYPICAL END DETAIL
GRA
0
2 9,_6«
FT
�
B
B'
B
JC
fV
fV
31 & properly nailed to straps & hangers
35'
—_ -- - -
21
1„
2 -116
2,11„
16
N
�
m
m
a0
m
m
W
ae
ae
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J6
J6
GRC
A6
A4
A3
y.
A2
Al
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Al
iD
Al
N
12 I i 2 INT.
13'-71"
2
At
Al
I
-
At
Al
\\ ,
Al
Al
- dr
A
A
0
tl-
It
W L- 0
A
N
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IW-U0
A
limo
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A
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io
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(V
('7
... A
7' SETBACK BOSTON HIP TRJSS
BH7
r` GRB
B h .f J3
B J1
M Ln N in N a) N N M
�. -
B
GRA
'F✓ 1
U)
o JC in JCo
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -_ _ _
0.41
N�� ✓@ \- _-_ _ __-f------------_--.--- --- - -- - --
n
2'-2" 9`6" 2'-2" 5'4" 15'-10"-
_
RE't:
35 -_
CODE
FABRICATION AGREEMENT
TRUSSES CANNOT of
STARTED UNTIL THIS AGREEMENT Is SIGNED & RETURNED
The legal description of the property where the bo6sea will be Installed is;
.The undersigned acknowledges end agrees:
1: Trusses will be made In allot accordance with Lhls. truss placement diagram layout,
which Is the sole euthorlty for determiningsuccessful fabrication of the trusses. 2. All dimensions in this layout have been ve
.3, llnleae WAtten notice Is provided by cerUnfied mall to Chamlbers Truss within ten (10)
days of delivery the undersigned agrees that no backcharges wlll be allowed..ln the event
such written notice Is fumished Chambers Truss shor to autall have three (0) bu�oiness days in which
too begin repairs
underrsigned ack owledgea receipt of SCSI t-03Csummary heal by'rPl 8 WTCA
dal ery.6. llChambersIs to JTmsaob thas the Bola authorithe ty to date Irmino the sultabll o(the Joblaltel oY a
poitlon of the Job ells for delivery, Chsmba- Truss will be responsible /or dump delivery only.
The buyer Is responsible for additional delivery expanses If Chambers TNss has to redeliver
bac'use Job alto Is not prepared for delivery or buyer Is not praparetl for delivery of trusses.
3 er Isr 6. asponslble to Chambers Trues fort ' owin CO616 dL g to to site
5. Price es shown Iq paragraph 7 below Is sublecl to change N aynchangea are, made In
this IayouL A $5D par hour fee for revl6lons may be charged by Chambers TN0s, 7. This la a PURCHASE ORDER to Chambers, Truss of the sum agreed to, or If ne:
agreement a reasonable price. Invoice will be made on delivery and paid wlthln terms of nef
de delivery. Invoice may be made et scheduled date of dellvery If buyer cannot accept.
delivery o! fabricated Wssea. The undersigned egress to pay Chambers.TNss reasoocept
aftomeys fee for collectlbns In event of payment not timely made. 1-1 2 %per month selabld
rvice
charge will be added for all sums not paid within terms,
S. Signature or Initials anywhere on this sheaf conslltutas agreement to alltenna herein.
n cons am on o! Chambers Truss extending credit for this material the undersigned
unoondldonally guarantees payment when due of any and all Indebtedness owed to
Chambers Trues by an entity receiving material and the undersigned agrees to pay. ouch
Indebtedness Including attomeye fees, If default In payment for material be made by the
recipient.
10, In the event of any litigation concerning this agreement,. the items fumished hereunder
or payments referred to herein, the. parties agree that the sole venue for any such action will
be Saint 60cie County, Florida.
11. Design responsibilities are per-Nationol Standard And Rocbmmended Guidelines On
Rasponslbllltlas For Construction Using Metal Plate Connected Wood Trusses
AN$VTPVW7CA 4 - 2D02
DATED
SIGNED -
FOR TITLE-4
Asp w&r barmaybo mqq! sd per"SCSI I-W to pladent Gljisy& damages .
Multiple ply trusses must be fastened together per engineering
before they are set, failure to do so can result in roof collapse"
Temporary and permanent bracing are required and can save life
and property and Is the responsfblllty of the truss erector.
Study the contents of the information packet Included on delivery
before setting trusses,
Trusses must be s� and braced per design fD ixevarrt injury &damage,
Trusses must be set plumb and square
Do not set bunks or stack of plywood, roofing material or any -
other concentrated loads on trusses, this can cause collapse.
DO NOT SET TRUSSES USING THIS LAYOUT
USE LAYOUT DELNERED WITH TRUSSES TO SET TRUSSES I
CHAMBERS TRUSS INC
3106 Oleander Avenue
FortPlerce; Florida 34982.6423
800-551-5932
Fort Pierce 772-465-2012 Fax 772-465-8711
Vero Beach 772.569-2012 Stuart 772-286�302 '
The Architect's or Architect's ropre,seedative's --
shop drawing approval is NOT a
"double check" of the contractor.
The contractor shall remain. responsible
for checking field measurements aryl
other I; construction
t on criteria. sA,rc i{ec! a
approval cover*04neral roof shape, i
review of truss Atrsipping, and I,e'din on
structure from gra y and uplift load sand
their res ec ive locatyo s
Approved By:.d0 I.
Date:
Mraden 3 Braden A.I.A. P.A:
92.0/93.2 MITEK 4.2
DESIGN CRITERIA
County_ SAINT LUCIE
Building Department ST LUCIE COUNTY
Wind Design Criteria ASCE 7-2010
;, ;; I Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10
Roofing Material Metal Roof
H 1 Loading in PSF Roof R.D.L.
" tJ:'l ° _ Top Chord Live 20
o c Top Chord Dead 7 4.2
r Y Bottom Chord Live 10 Non -Concurrent
d
c Bottom Chord Dead 10 3
R TOTAL Load 37 7.2
w, N Duration Factor 1.25
F c J Wind Speed 165mph
Top Chord C.B. Sheeting by builder.
Bottom Chord C.B. Sheeting by builder.
Highest Mean Height 12'-0"
Building Type ENCLOSED
Building Category II:Non Restrictive
Exposure Category C
Barrier Island No
Conforms to FBC 2017
R.D.L.=Restrainin 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
BuildingDesigner and/or Engineer of Record.
��// Chambers Truss Inc. Drawing Name: M11324
O , Scale: 1 /4 = 1'
83 total trusses, 27 different trusses.
MI 4: SAE ACAD: SAE Reviewed By:
Date:07/19/12 Revised:03/21/18
i FOR Revised:3/05/2020
WYNNE BUILDING CORP.
�' '-1AN ASCRIPTION:
GARAGE RIGHT ST. Lucy , uN OYALE �761-73�
go
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
27 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT' M1 1324 1wrr &W'14'