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HomeMy WebLinkAboutbuilding permitGulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12
26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(type 2) 30 lb felt 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
12"
12"
H.
5/8" thick light textured O O
stucco on typical concrete � �• �
block construction
O'
Finish Columns Wlth 5/8" thick x 8"W cut
5/8" thick cut coral coral finished stucco bands
finished stucco bands RIGHT ELEVATION
SCALE: 1/4' = 1'-0'
ALE\/�TION NCT�=S:
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12
26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(type 2) 30 lb felt underlayment installed with min. 4 side laps and 6" end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced C o.c. at all laps and two staggered, rows 12" o.c. in field. Attach
�/ v t.nit.N t.ul, t.vi of SLucco on Lyplcal conCreLe
finished stucco bands block construction
REAR ELEY TiCN
SCALE: 1/4" = 1'-0"
171D -O/ai
ST. LUCTF COUNTIV RT-U,PFNC npTcInv
REVIEWED FOR CONLFLLIN E
REVIE:O'ED Y
DATE
PLANS AN EVIT cT B ,EPON JOBKT
OR NO INSPECTION WILL BE MADE.
CONCEALED FASTENERS OR ATTACFIMEN"
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
/8" thick x 8"W cut
)ral finished stucco bands
UFACTORS AND SFSfC,C Cpbµ+
N?11i FBC ENERLIIANCE
Oy CODE MUST
REMAIN ON ALL DOORS AND Vt4NDows
UWX INSPECTIONS ARE APPROVED
- Overhangs at I'-O" unless otherwise noted on Roof Plan
R c of Itch a t -' :12 unless otherwise noted Gulf Coast Supply and MFG 5v Crimp Metal roofingFL #11(51.12 THESE PLANS AND ALL PROPOSED WORK
p 26 ga. 5v trim metal roofingattached to I Wood deck using49 x 1.5" ARE SUBJECT TO ANYCOE TORS H
_ oil p p y REQUIRED BY FIELD INSPECTORS THAT
wood screws with half sealing washer at 12" o.c. max spacing over ASTM D
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 A n (g. changes to this plan Shall be submitted to the architect (type 2) 30 Ib felt underlayment installed with min. 4Q side laps and L" end MAY BE NECESSARY IN ORDER TO
26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails COMPLY WITH ALL APPLICABLE CODES.
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D for approval in writing prior to starting construction. a aced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach
(type 2) 30 lb Felt underlayment installed with min. 4' side laps and 6" end ^ I III deck to trusses using attachment detail on this sheet
/ laps fastened with corrosion resistant tin caps and with 1.25" rig shank nails - Return ALL Stucco Bands Into W I n d ow or Door, RM�� RE
spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach iE E T sick to trusses using attachment detai on this sheet qj
Eli REQUIRED
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" CDX Plgwood nailed at 6" o.c.
12 i field and edges with IOd rig shank galvanized
nails into truss webbing.
12
4 SLOPE 4 SLOPE
T.O.B.
-i- L
8'-I" T.O.B. 12„ 12„
H.
12" 2"
C.H. 5/8" thick x 8"w cut •H 5/8" thick x 8"W cut ®® ® E]
3 coral finished stucco bands ® coral finished stucco bands ®®a O .
3
coral finished stl stucco bands
5 cut
\ 5/8" thick light textured ®®®®
stucco on typical concrete 44
block construction
Finished Floor - - - - - - - - - - - - Garage Finished Floor
-O -4° A.F.F.5/8 thick light textured Finish Columns with
------------------------------------------------- 5/8" thick cut coral
\ / /� j�I stucco on typical concrete finished stucco bands
LEFT E L- E Y A T i O I �l block construction
FRONT ELE\/ATi0N
SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0'
Product Approval Submittal Affidavit
Opening Schedule Swing Doors, Overhead Doors, Sliding Doom,
Windows & Skylights
Opening
Type
NOA/FL
NUMBER
Product
Model �f
Manufacturer
Glass
Attachment method
E3 Ira
Date
Design Pressure
of Approved Tests
i•2.3
++¢
FLU I1499.2
Single Hun
9 9
Series 195
min Windows
and doors
L ip. x cons WW mirt QQn�t, ton at mt�
rom each corner end Lv o.c. tharaarter thro�gh P �uck mto wlicl
filled CMU wall maintainingmin 2.5" edge distance in strict adherence
g
to the product approval.
± 60 psf
A
I4-0330.02
Overhead
Garage Door
g
Model 824/811
9'-4" max. width
I6'-0" max height
g
DAB
rot x uc to camcrata Wept imth W filledNth
U #5 bar vert. using 3/6' x L' Hilts HLC sleeve enahaw et a• o.a
ah L}s• ilia. washer. with mn. T silo. distenee. In.twtl tr k to buck
' °t�arsla •ex 1 5/6 fun thread lag scree. m each ac tit namuck
doe date x - GC to stnctlg adhare to product approval
rMId1 /li• t Im , M raw *Wt.
10-9-21
+ 50.0/-LO.O sf
p
B
FLU 16614.1
Fiberglass
Deal nPro/
Smooth Pro
Jeld-Wen
Elco 1/4" did. 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
FLU 15332.2
Sliding Glass
Door
Series 420
MI Widows
and doors
i% x SWcon' al dmr� Cenettation at Max.
Km" sac corner end l" o.c. a ou in row g min fter throng
in Buck into solid Ailed CMU wall maintaining min 2.5' edge distance
in strict adherence to the product approval.
+ 48.2 PSF
-
Product
NOA/FL
NUMBER
Model III
Manufacturer
Attachment Method
EBSpuation
Date
Design Pressure
of Approved Teats
Mullions
FLU 15353.8
CM-18531
vertical mullion
Mi Windows
and doors
For CMU use (2) 1/4' x 2 3/4" tapcona with min 1 1/4" embedment
penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1,25"
self tapping screws per clip as shown in product approval.
+ 118.9 PSF_
Roof
FLU IIL51.12
SV Crimp
Metal Roofing
Gulf Coast Supply
manufacturing
26ga. 5v crimp metal roofing attached to plywood deck using R9 x 1.5"
(i a 2) 30wilbh felt underla ment eiinstalled with minx spacingover
and6'and
laps fastened with corrosion gresistant tin caps and with 1.25" ring shank nails
spaced 0 o.c. at all laps and two staggered rows 12" o.c. in field. Attach
deck to trusses using attachment detail on roof plan
- 108.5 PSF
Siding
Stucco on Block
Soffit
FLU 12198.3
Model T4 12" vented
Vinyl Soffit
Kagcan
Install using 2" x 2" battens at L" o.c. screwed to soffit framing using
#8 x 3" wood screws at each truss. Install soffit to battens using
0.I ia. x 1.5" Ionia rina shank nails it / " dia. head.
+55.0/-35.0 PSF
Hurricane
Panels
FI# 150%.2
24 Gauge
Storm Panels
Global Protection
Products LLC
Install using 1/2" dia. solid set lead anchors with 1/4" dia.-20 x 1.5"
long 55 screw head combo. with Neoprene washer at 12 1/2" o.c.
along the bottom and 13" o.c. at the top
+ 45.0 PSF
I have reviewed
the above and approved it by my seal below. ( Architect or Engineer of Record )
ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING
OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP
drywall ceiling on truss bottom cord AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE
2" x 4" top plate
1/2" drywall on
2" x 4" studs at W' o.c.
base -board -1 11 11 / 2' x 4" P.T. bottom plate
\ 4" concrete slab with fibermesh OR
6"xb" #10/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
Interior Non -Bearing Partition
nts
PERMITTiNG INFORMATION (FORM 100)
Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading
Building Design is: Enclosed Risk Categorgg: II Wind Velocity: 145 mph ultimate
Mean Roof Height: Il':;p Roof Pitch: 4:12
Internal Pressure Co�4icent: ±0.18
Subjectabditg to damage from: Weathering: Negligible Termites: Vero Heavu
Width of Roof End Zone: 3'-4" Wind Speed: 165 mph ultimate
Wind Ex)osure Classification: C
Roof ads
Teo L:12 PITCH
O
Adjustment factor for Exposure Height: 1.21 x O.6 = O.124 ASD desiggn
Load Combination. ASCE 1-10 Section 2.4 DL+LL: DL+O.4WL; O.6DL+O.LLOL
Components t Cladding Wind Pressure (NET) Roof Zone: 1. +20.4/-32.4 psf
Roof Zone: 2. +20.t/-51.0 psf
Roof Zone: 3. +2O.4/-84.0 pef
Components t Cladding Wall End Zone Width:
Components t Cladding Wind Pressure (NET) Zone:
S.
f Zone I
WWall
all Zone: +38.8/-31.e psf
WnIIRso
0 4
Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-4O.3oaf
Shear Walls Considered for Structure? Yes
Continuous Load Path Provided?
= Roof Zone 2
es
Walls Zone 5
Are Components an Cladding Detai s Provided? Yes
END ZONE
Minimum Soil Bearing Presaure:2.500pai, Presumptive: X By Test: psi
This Building Shall Have the Following:
M= Corner Zones
APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER:
Roof Zone 3
ROOF LIVE LOAD. 3'1 psf ROOF DEAD LOAD: 10 psf
FLOOR LIVE LOAD: J5 oaf FLOOR DEAD LOAD: 10 psf
JOB ADDRESS:
3
FLOOR FLAN i CRASH POST DETAIL
TYPICAL NOTES: SCALE 1/4" = 1'-0"
1. Contractor to verify ALL notes and dimensions prior to te high by 4" diameter
steel crash post. Floor
proceeding With Work. 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 so ksi steel plate)
a minimum 1,400 P.S.I. fiber stress. `"
4. No dissimilar metals to touch. 2%2" 2
S. ALL Concrete used for slabs shall be min, 2,500 PSI concrete. %
o '
ALL Concrete used for vertical filled cells, cont. tie beams etc.. to I
shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix m
6. Drywall at ceilings shall be leveled and attached to bottom chord
of trusses With screws per FBC R102.3.5. O
1. ALL Wood in contact with concrete shall be pressure treated.
8. ALL Wall dimensions are nominal and not finished wall Or stud dimensions.
9. ALL plumbing fixtures to be low flow.
10. Contractor to Provide Drain at Water heater in accordance
with the current edition of the Florida Plumbing Code.
11. Contractor to Provide a 2'-S" wide door at one bathroom for 2%,6 2%, °
handicap accessibility requirements. %,i „
12. Lowest finished floor to be set by Governing Building Department
surveyor to set in field.
13. Separation between residence and garage shall be per FBC R302.6
14, Door between garage and residence shall be 1-3/4"t 20 min. rated door
w.H. = Water Heater
15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1
I6, 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 I" x 0 P.T. Buck nailed to
flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case hardened „ails
materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachment
with F.B.C. R316 - see permit info box of code edition
18. Gyypsum board material shall conform to ASTM C36, C19, C475, C514, C630, C931
Cc%0, C1002, C1041,C1111, C1118, C1218, C1395, or C1396 and shall be installed
according to the following: (FBC R102.3.5)
Dr wall
y
Thickness
Location
Orientation
Framing
Member
Max. s
spacing
p g
of fasteners
Nall sizing options for
dr wall into
Spacing
Maximum
installation of
wood framing members
Nails
Screws
2" x min. thickness
Ceiling
Perpendicular
24"
1"
12°
13ga 1 3/8" long with 19/44" head
OR
0.098" diameter x 1 1/4" long
annular -ringed or 5d cooler nail
)/2
OR
dial x 1 5/8" long with
Walls
Either
16"
8'
14,.0.080"
Direction
15/64 head
OR
Ggpsum board nail 0.084" dia.
x 15/8 with 9/32" head.
Ceiling
Perpendicular
2.4"
1"
12"
13ga 15/8"011oong with 19/64" head
0.098" diameter x 1 3/8" long
annular -ringed or 6d cooler nail
s
OR
0.092" dia. x 1 1/8" long with
Walls
Either
I6"
8'
I6"
Direction
I/4" head
OR
Gypsum board nail 0.0915" dia.
x 1 1/8" with 19/44" head.
Install SGD thru buck into
block with 3AC tap -con with
1 1/2" penetration at 6" o.c. max.
from each corner and 20." o.c. max
thereafter at head per product approval
Use 3/16" tap -con with
1 1/2" penetration at 6" o.c. max.
from each corner and 20" o.c. max
thereafter at sill per product al�proval
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 gypsum backers in accordance with ASTM
C1288, C1325, OR C1118 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 accompanying 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 underlagment installed with min. 4' side laps and 6" end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach
deck to trusses using attachment detail on this sheet \
51mpson HETA 20 or equal
hurricane anchor
at each truss 12
with (10) IOd
x 1 1/2" nails
PRE-ENGINEERED TRUSSES
( 24" o.c.) supborting Max. 4
Ie101bs.
1
at 24"o.c. TYPICAL
uplift
(shop drawings by manufacturer)
Aluminum Drip -�
R-30 blown fiberglass
Edge t Fascia
V-
in bottom chord of trusses
I/2" drywall with smooth finish
2" x 6" Sub -Fascia
Two rows of beam block filled with concrete
and (1) #5 bar cont. in each row. Substitute
Kayean full o vent vingl soffit installed
precast lintel filled with concrete and (1) #5
for bottom
using 1/8" die shank x 15" long gals.
bar Cont, row over openings
roofing nails with 3/8" dia. head per
product approval - see chart sheet #1
1/2" drywall over I" x furringg
strips at 16" o.c, with R4.1 Pi -foil
insulation on typical
8" Block walls
5/8" thick light textured
=
All drywall to
be installed per FBC R102.3.1
stucco on typical concrete
!
and shall meet all pertaining ASTM codes.
block construction
00
Mortar to be Type M only proportioned per FBC R6o1.1
and Mortar Jonts shall comply with FBC R601.2.1.
Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...)
#5 bar Vert. w/
30" overlap
Fill cell with concrete and
at each filled cell
() #5 bar Vert. (typical).
Max, spacing shall not exceed
Wood
48" unless otherwise noted
see foundation plan notes for
Base
spacing at openings
4" concrete slab with fibermesh OR
6"x6" #10/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
Grade y
I I
I I -III
I
:`''. ''''
IIIIIIII-IIII-III
-
''iI
IIII
_711
i
i_
JI
IIII�II�=111
( 1114"
IIII"' IIII
„IIII
140
-III -
x 14" Concrete footing
with (2) 45 bars coat. and 45
TY F i C A L S E C T
I O N
transverse bars at 48" o.c.
Bottom T
SIid1n
0
2
Masonry Beam
I
D oor
At Masonry Wall
N.T.S.
M, WX
fixed door
sliding door
Sill
D�tall
NTS
AREA CALCULATIONS
Living A/C =
1444
sq.
ft.
Front Porch =
1.41
sq.
ft.
Rear Porch =
200
sq.
ft.
Garage =
321
sq.
ft.
Total Under Roof=
2108
sq.
ft.
Total Cubic Ft =
11,568
2" VTR
JAL
I
I
I
21" VI1TR
Master r��
Bath 1
2. h1I
2" Lr
Lay. 1
4" 2" VTR
W.
JIL
3' I I
I
2.
shw. 3" /
Kit. sink 1
I
Kitchen 2
I
Lay. '
3'
w.C.
Bath #2 shar.
3„ 2.
C.O. x,To Septic
PLUMBING RISER
I" x 6" P.T. Buck nailed to
block with case hardened nails
prior to door attachment
Masonry Wall
ypical Flooring
Install SGD thru buck into
block with 3/16" tap -con with
1 1/2" penetration at 6" o.c. max.
from each corner and 20." o.c. max
thereafter at Jambs per product approvalJamb
Window
Schedule
Mark
Size
Rough open.
Window Description
PRESSURE ZONE
I.
4'-5%a'x 5'-3 %8"
54%a'x 63/4"
Single Hung
ZONE 4
2.
6'-2%a'x 5'-3 %"
15" x 63 %;'
Single Hung
ZONE 4
3.
2'-2" x 3'-2 1/2"
2l%2"x 385'8"
Single Hung
ZONE 4
4.
1 4'-5%a'x 4'-2 All
54%"x 541
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
3'-0" X 6'-8"
41 %4"x 83%"
Fiberglass Panel - Inswing
ZONE 4
C
6'-O" X 6'-81,
74" x Sl %2" of rrecaua"
Sliding Glass Door
I ZONE 4
D
2'-0" X L'-8"
Solid Core - Wood
- 6-Panel -Bi-Fold
Finished 24" x 81'/2"
E
2'-0 X ii
Solid Core - Wood
- 6-Panel
F
5'-0" X 6'-8"
Solid Core - Wood
- 6-Panel - Bi-Fold
G
2'-8" x 6'-8" x 1 %"
Solid Core Wood, Steel, or Masonite Door
H
2'-8" X 6'-8"
Solid Core - Wood
- 6-Panel
J
2'-6" X 6'-8"
Solid Core - Wood
- 6-Panel - Bi-Fold
K
2'-8" X 6'-8"
Solid Core - Wood
- 6-Panel - Bi-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 41
All rough opening dimensions to be verified bg contractor
with manufacturer s specs prior to construction
34'-0"
9'-6"
12° 8'-6" .12"
EE
EE Eo 0o
N
EGRESS E
12" x 12" concrete column block filled
with concrete and (2) #1 bars vert. tied
Into lintels above
p
❑
Covered Porch
0
0
12'-8"
E
E
N
O
EE E
O ° E E
EE
m
c
E
°
MASTER
9 ci
BEDROOM
e'-o" tol 9'-8" A.F.F.
V- F v a(8'-0"
A.F.F.
Vaults Ceding
f
tFo)
Flat Ceding
GREAT
o
E
ROM
C
I
N
I
E
E
Rod t helf
6' 4"
H.S.
m
Vanity to be I I s
1
;r
n�
r
34 %2„hig a- 1 in
N
CLO E I
I
E
o
0
`�
O
2" x 6" knee -wall 8'-O" to 9'-e" A.P.F.
below
rr
r I
counter top I Vaulted Ceding
I
I DiNING
LINEN Is,J
CABINE
_ _ _
Rod t Shelf 8
7s� �p I ROOM
Q
W
�
�
C
W
A T H �� I
E
0
Vanity to be
O
LU
34 %2"high
�E
IoNI
iv
m
KITCHE>�l
HighWall
Veni
Dryer
through
wall
L _ _
1-1/2"
i
8'-O" A.F.F.
UverTiang
- Flat Ceding
0
NEV(V
0
Upper cabinets to
D
Oi
�y
extend over Ref.
3'-O" i e'-I"
N
2" filler
"
l-
a
ef. R n o
/'�
I E BATH
_
L.i I arxng rwl�i>v
-�aat
-
❑
R-II Batta nwletion w H
O
Rod t Shelf
ry E - - - - -
O
-I
E
^
O
A / l•
uLbj
41
4"� Steel Ballard
See detail on lYjirzsl�ge
"
" -
r1
I 22" x 54' I"
I j F
O
Provide auto Attic Access
G
N
E
closer L _ with light
❑
_
22" _ _ 8'-O" A.F.F.
150
Amp 4„IT
Flat Ceding
m
d
Meter
P nel
6'=0" u'-6°
© SECOND
GARAGE
EGREssY BEDROOM
E
O
'-4" A.F.F. EO MT EO
�
Flat Ceding E
r E
N
I
F\O,,
O0
❑
o
------
r-------- ---i
EGRESS
Block wall in
gar'gge to be
O
E
E
i struck block
T
O C
O
I 1
-
T
I 1
C VER D
a
I I
12" x 12" concrete column block
Filled
I 14 6 I
0RC with concrete and (2) 1 bars
Vert.
tie
O
into lintels above
Ln
I ® I
11'-6"
6"
a
O
N
-
°o °
00l 130111 IM EE
3'-5"
9'-0" 3'-5"
2'-8"
2'-8"
4,_2„
5,_4„
15'-10"
�41
9'-6"
34'-0"
Install windows thru buck into
block with 3/IL" tap -con with
1 1/2" penetration at 6' o.c. max.
from each corner and 20." o.c. max
thereafter at jambs and 20" o.c. max.
Exterior face at head and sill per product approval
of wall -\ / \ Buck to be I" x 4" PT
I"x4" P.T. Buck nailed to
lock with case hardened nails
Detail a t w i r d OW S prior to window attachment
NTS
INSTALL VULKEM BLOCK SEALANT
ON ALL JAMS, HEADER. AND
SILL BLOCK PRIOR TO BUCK
INSTALLATION
Exterior face
of wall --\
Attach buck to block wall with
1/4" dia. Elco conc screws with min.
1 1/4" penetration at 12" o.c, max
and 4" max from each corner thru
2" x 6" PT Buck
Detail at Door
#8 Woo,
at each
prior to
A
q
screws thru jamb into buck
Inge and 15" o.c. max and
oor attachment
NTS
Scale : 1/2" = 1'-0"
STRUCTURAL NOTES:
L
ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL
9.
SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY
BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM
FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS
CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN
PROPER ENGINEERING DATA FOR DESIGN.
2.
ALL SLABS AND FOOTINGS TO BE A MINIMUM 2500 PSI AT 28 DAYS
10.
DESIGN LOADS ARE AS FOLLOWS:
ROOF ( = 4i PSF
ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI
WIND VELOCITY =PER PERMIT INFO BOX ON SHEET #I
BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS
EXPOSURE ="C"
3.
POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO
SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION.
II.
ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, $
4
GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10
A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL,
WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR
BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL
12.
ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR
(MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH
BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE.
MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH.
FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS,
SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE.
5.
LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS
BEFORE FILL 18 BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND
MACHINE COMPACTED TO A MINIMUM OF 2500 PSi IN AREA OF
13.
MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
BUILDING CONSTRUCTION
FOOTING: 3"
BEAMS: I-I/2"
6.
TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB.
14.
LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS.
-1•
GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND
DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE
15.
USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI
ATTENTION OF THE ARCHITECT.
16.
ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000
8.
GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER
PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE.
FOUNDATION PLAN). PROVIDE I-1/2 RECESS FOR OVERHEAD DOOR
11.
ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE
/�
FC U A D� T f C N L 4
N
PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING.
1. Any changes to plans must be submitted to the architect
for approval before proceeding with construction.
2. Contractor shall be responsible for verification of all
notation and dimensions before starting construction.
3. Soil conditions assumed to be 2500 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 I #5 bar Vert. at 48"
O.C. max. Provide (1) filled cell on each Side Of Openings upp to 5'-I1" wide.
Provide (2) filled cells on each side of openings from 6'-O" to 9
'-11"
and Provide (3) filled cells on each side of openings from 10'-0" and up
Contractor to see plans for any other condition used. Foundation walls
shall have filled cells at 2�" 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 -I( 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 vert. w/ SEE TYPICAL
30" overlap
at each filled cell ECTIONS
4" concrete slab with fibermesh OR
Vxb" #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
Grade
=(III I (III 14"w x 14"d concrete monolithic
footing with (2) #5 bars cont.
14" II
TYPICAL FOOTING DETAIL
J SCALE 1/2" = 1'-0"
4" concrete slab with fibermesh OR
6"x6" #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
#5 bar cont.
Step per
o foundation plan
r ;
(`I
0" (2) #5 bars cont. bottom steel
12"
DETAIL AT GARAGE STEPDOWN
12" x 12" concrete column
block filled with concrete
and (2) 41 bars vert. tied
into lintels above
Top of footer
14" below finished floor
SCALE 1/2" = 1'0"
Verifg house slab
height in field
is .L
III—(III — 30"x30"xl6" concrete
column footing with (4)
= I F_ #5 bars each way
30"
COLUMN FOOTING DETAIL
SCALE 1/2" = 1`0"
SCALE: 1/4" = I'-O"
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.
Thicken edge to 8"x8"
with concrete and 4" concrete slab with fibermesh OR
one #5 bar continuous Cx6" 410/10 WWM on 10 mil Visqueen over
\ clean compacted termite treated fill
GRADE.
i mi I„ III � "''` IIIIIIIIIIIiill
$" N
PORCH SLAB EDGE DETAIL
SCALE 1/2" = 1'-0"
#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. 6"xC #10/10 WWM on 10 mil Visqueen over
#5 bar in curb clean compacted termite treated fill
Grade
14"w x 14"d concrete monolithic
footing with (2) #5 bars cont.
14"
GARAGE CURB DETAIL
SCALE 1/2" = 1'-0"
2" x 6" PT wood secured with \
3/8"dia. x 6" anchor bolt at 18" o.c.
overhead door track secured to wood
jamb per manufacturer's product approval
Garage Door Jamb Detail
GARAGE DOOR TO WITHSTAND PRESSURES STATED �-rs
iN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT
APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL.
Filled Cell Masonry Column With One
#5 From Footing To
Tie Beam
Conc. Fill To Be 3000 PSi
See Floor Plan For
Location
Single Filled Cell
Column
NTS
Filled Cell Masonry Column With One
#5 From Footing To Beam Each-
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
Double Filled Cell Column
NTS
34'-0"
00 00 ��� iiioo OO ° T
Er - - - -- le � �
FI F L— — F
I I Filled cell under
FI 0 girder above
24„
Rear Patio/Slab r- I
r J to be poured separate 0
from the house slab. d
oI I m I
1 Thicken footing to
24"w x 14"d x 24"L
I FI under filled cell
under girder bearing. 00 O O ° 71 1 1 T70-1 I I I I imo
L—te— -- —— — — — — —-
u I Rear Patio/Slab to
U c be flush with bottom of
v a-y q I sliding door recess. I i°
H oN I Slope 1/2" I i-
� r-
o I I �-
I�-
I I F-
O I FI
I^ 4" concrete slab with fiber ash OR I �
o Jl 6"x6" UIOAO WWM on 6 mil V squeen over
° I clean compacted termite tr ated fill I
of IE
IF-
-a-
O
a e I i 0 N
I I
H.B
4' O"
Ia
1 to
o A/C Or—
#I 1 4"(0 Steel Ballard FI
h filled w/ Concrete 0 I F�_
F5 W
Jr: I I y
E InU I I I
I -'�E
O 1 I o` 100 00�
La
E) c
`u O o I \ I
\ FI
I � N
U0 F51-----JO
v LLj I O O -O OE
o l X "
E L —' Recess for — — — _ J ° l v7 rl 1
EO °� Garage Door OO DO -- °---------
o :o
J J_
L IC
p
9'-O" 3'-5" 6' J F -2"
12" x 12" concrete column block fille°d
with concrete and (2) #7 bars Vert. ti
into lintels above
FOOTING,
SCHEDULE
Mark
size
Description
FI
14"W
x 14"D
MONOLITHIC FOOTING
WITH 2 #5 BARS CONTINUOUS
F
12"W
X 12"D
MONOLITHIC FOOTING
WITH (2) #5 BARS CONTINUOUS
F
3O"
x 30" x I6"D
COLUMN FOOTING WITH (4) tt5 BARS EACH WAY
8"W
x 8"D
THICKEN SLAB EDGE
WITH I #5 BAR CONTINUOUS
FS
14"W
With
x 14"D
Curb at Garage
MONOLITHIC FOOTING
WITH 2 #5 BARS CONTINUOUS - CURB ® 0'-0"
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 19/3' CDX Plywood
4. Use nails or screws based on pressure for roof stated
in permit info box on these plans for zone 3
Ke
Area
Edge
Field
Fastener
Pressure
Zone I
8d ring shank
45 psf
Zone 2
"
6"
8d rinq shank
l6 psf
Zone 3
•4"
.4
Sd ring shank
8"4 psf
** Zone 3a
6"
6"
IUS 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
Verify with Plan
12 "x 12"
I Column Block
Rebar
Column t0 Lintel
Rebar
48 Bar Dia.
Min. Overlap
4ttachment
NTS
Provide #5 bars with min. 48 bar
diameters overlap Into beam. Tie
filled cell steel into continuous
beam block steel
Provide 45 bar set in pre --cant
lintel into beam where length of
the opening calls for it.
Provide Cast -Crete
SUB-OB/OT precast -
lintel set in mortar
Min. B" Bearing
ovide PT Buck
:ached per jamb
ails into filled co
4" Pre -cast
Shc �
Filled Cell
Provide #5 bars with min. 48 bar
diameters overlap in filled cell. Tie
filled cell steel into continuous
footer steel.
Scale: I/2" = I'—o"
CBS WALL
SINGLE PLY REAR GIRDER TRUSS
Nail 2" x 4" blocking to Vert. leg of
truss with IOd x 1.5' nails at 4" o.c.
Install Simpson MGT into wall using
5/e" di threaded rod set min. 12"
into wet beam and (22) IOd nails into truss
3LOCKING DETAIL
)ER STRAPPING
TER BEARING POINT
1/8" thick light textured stucco installed per
ASTM C 924 over ASTM D type 2 paper backed
wire lath nailed to substrate through one layer of
ASTM D T pe 2 felt paper using Bid nails. Substrate
to be 19/32 CDX Plywood nailed at L' o.c. in field
and edges with IOd ring shank nails into studs.
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12
26 ga. Sv 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 C end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced 6 o.c. at all laps and two ataggered rows 12" o.c. in field. Attach
deck to trusses using attachment detalll on this sheet \
Additional Precast Lintel _
#5 bare
. ;r ''-a'• CLEAR
•`
Lintel
Length
Bar
Length
Clear
Span
Bars
"B"
Bars
'-L"
2,#3
none
11 , '`y', 1 11 1 1 r 1
2'-10"
2'-8"
3'-4"
2'-2"
2,43
none
8118-OBAT BF8-BAT BPS-IB/2T
Additonal
4'-0"
3'-10"
2'-8"
2 #3
none
#5 bare
CLEAR.�, ��.l `
4'-6"
4'-4"
3'-2"
2,1*3
none
- me Row of "H"
Block Above ;*'::
5'-4"
5'-2"
4'-0"
2,#3
none
5'-10"
5'-8"
4'-4"
2,#4
none
�'•"i,,nPrecast Lintel
6'-L"
4141
5'-4"
2,44
more
Additional'•`...`'. i
1'-6"
1'-O"
,
6'-2'
2,45
none
bars ''____J
8FIL-IBAT 8FIL-IB/2T
8'-4"
T-10"
�'-0"
2,#5
none
NOTES:
ALL reinforcing steel is grade 60,
I. min. coverage or steel=l.5"
2. min. bearing required ! ea. end=8"
3. standard for rein(. steel=ASTM A6I5
TYPICAL LINTEL SECTION
( PRECAST CONCRETE )
LINTEL SCHEDULE
Mark
Window
or D
Unit
Width
Lintel
Sim
Cast -Crete
Specification
"Rowe oP
H Block
Above
Bottom
Steel
51w
Top
Steel
Size
Mex
Gravity
Load
(PLF)
Max
Up kft
Load
(PLF)
Max
Lateral
Load
(PLF)
L22
2'-2'
V-0
81=8-OBAT
I
#5
300
1569
1024
L31
T-L"
2'-e'
V-I"
4'-0"
BPS-OB/IT
I
#5
256I
130
163
L45
4'-5"
V-10"
8F8-OBAT
I
85
1 1105
909
339
L50
5'-0'
V-L"
BF8-05/IT
I
#5
1 1238
835
-121
LLO
6'-8.
T-L"
BF8-OB/IT
I
a5
loll
121
534
LBO
8'-O"
T-4"
BF8-I5/2T
1
#5
2
#5
-152
591
512
L90
all
10'-V
BF8-IB/2T
1
#5
2
#5
L43
530
401
L90B
T-0"
10'-L'
8FIL-I8/2T
ONE
1
#5
2
#5
1533
1183
401
1_I00
10'-0'
II'-4"
BFB-I8/2T
I
#5
2
#5
682
494
452
LIOOB
10'-O"
II'-4"
8FIL-IB/2T
ONE
1
#5
2
#5
1366
1028
1152
L120
12'-0'
13'-4'
8F8-IB/2T
I
#5
2
#5
411
428
324
L120B
IT-0"
13'-4'
8FIL-I113/2T
ONE
1
#5
2
#5
I0l5
-1i0
324
LI40
14'-0"
I5'-4'
81"IL-IB/2T
ONE
1
#5
2
#5
1250
L09
259
LILO
IL'-O"
IT-4"
BPS-IB/2T
1
#5
2 1
#5 1
300
192
194
L140B
IL' -Om
IT-4"
8FIL-I119/2T
ONE
1
#5
2 1
#5 1
950
1 SOO
1 194
- 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'-O" LONG ARE TO BE PRESTRESSED.
Simpson HETA 20 or equal
hurricane anchor at each truss
with (10) IOd x 1 1/2" nails —
( 24" o.c.) supporting Max.
IBIOIbs. uplift
Aluminum Drip
Edge t Fascia
12"
2" x G" Sub-Fascl
Kaycan full o vent vinyl soffit installed
using 1/8" dia shank x 15" long gals.
roo(ng nals with 3/8" dia. head per
product approval — see chart sheet #1
12" x 12' concrete column
block filled with concrete
and (2) 41 bars vert. wed__'
into lintels above
thicken edge to 8"x8"
with concrete and
one tt5 bar continuous
BEYOND
Top of footer
14" below finished floor
J
12
4
Aluminum Drip
Edge t Fascia
Flash and Counter
flash
Nail ledger to
gable end truss
with (2) IOd Its
at each web
1/2" thick stucco on 3/8' hi —rib lath
attached to horizontal and vertical wood
framing with nails or staples to provide
no less than 1-3/4" penetration into
horizontal wood framing and 3/4' penetration
into vertical wood framing members
5/8" thick light textured
stucco on typical concrete
block construction
Varies - see plan
#5 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
c Slope per foundation plan `:
,
-uil-uil-IIII= ����1 IIII IIII IIII IIII-IIII I ' _ I1iiIl�l�lliii,,ll��=
;IIII IIII III �� -�� I I I I—IIII I I I I IIII—IIII—IIII I I I I IIII— l i,.
-1 I11 I I1 I =1 I Ili -
-1 14e P I
IIII,,, IIII1—IIIIii_IIit—liii 3 Tublcal Section at Front Forc
Poured Coi
concrete b
Poured Concret
concrete block i
Concrete I
Manufacture
Plush
chore Per
Specs
lax
Mounted Shutter Detail
Aluminum Panel
Silas per manufacturer
— Sea Tuaical Stud Detect
1/8' x 3/32' Wing Nut ui/
appropriate washer and .pacing
m
per manufacturer's Details
m J I V /
Stud Detail
Stud w/ Die Cast Zinc NTs
Nickel Plated Wing Nut
V1•
nts
Brace Gable end
with 2" x 4" SYP #2
8ft back nailed to bottom
of top chords using (2) IOd
Haile at each truss
PRE-ENGINEERED WOOD TRUSSES
> s 24"o.c. TYPICAL
( shop drawings by manufacturer )
to
is
=
4
X
R
r
s
0�
N a)
m
41 .e
a
Q
7 0
N
U
r.�
O as
in
U
o 0
ERL ms_
0D
O
CT) (a
N
N
L
QL
s
LIJ
EUIC
Brace Gable end
with 2" x 4" SYP #2 min.
8Pt back nailed to bottom —
of top chords using (2) IOd
nails at each truss
\R-30 blown fiberglass
in bottom chord of trusses
I/2" drywall with smooth finish
Two rows of beam block filled with concrete
and (I) #5 bar Cont. in each row. Substitute
precast lintel filled with concrete and (U tt5
bar cont. for bottom row over openings
1/2" drywall over I" x furringg
strips at 14" o.c. with R4.1 t`i-foil
Insulation on typical 8" Block walls
All drywall to be installed per FBC R102.3.1
T and shall meet all pertaining ASTM codes.
ao Mortar to be Type "M" o* proportioned per FBC RGOI.I
and Mortar joints shall comply with FBC RLO1.2.1.
Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...)
J:
FIII cell with concrete and ROOF
(D #5 bar Vert. (typical).
Max a acing shell not exceed
Strap truss to wall
using Simpson MGT with
Simpson
HETA 20
5/8' dia.
threaded
rod with min 12" embedment
hurricane anchor
at each truss
into beam
(22) IOd
truss leg
either wet
nails into
per detail
set or in epoxy with
truss. Add blocking to
on this sheet
( 24" o.c.)
HETA 20 1810
supporting Max.
lbs. ut)llft
WN
MA
fle
FA
MAN
rA
Am
AV, 'A
qffil
I
FIRM
W
AIWA
WMA" ri
All AWIAMEA
VA"A OFA WMA EA
AWA
MAIN
IMEr"Al
, WA O"A
u
,K
ON i
6
FLAN
HETA 20
O
N
LLI
O
w
a)
to
X
L �
r
OUrn
N F_
LL
H
LU L d
J to el
U
do
LL W
Ln U N
L
L
7
48" unless otherwise noted
see foundation plan notes for — OVERHANGS AT I'—C" UNLESS OTHERWISE NOTED ON THIS SHEET
spacing at openings — ROOF PITCH AT +12 UNLESS OTHERWISE NOTED ON THIS SHEET
4" concrete slab with fibermesh OR
CxV #10/10 WWM on 6 mil Visqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER
clean compacted termite treated fill — 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
CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE
FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION
PANEL
"A"
circtt Description Wire Load BR Poles
2 AHU #10 3.5 kw 30 2
Pales
BR
Load
Wire
Description
circtt
2
40
1.0 kw
tt8
A/C comp
1
3
4
2
30
4.5 kw
#10
40 gel. we HTR
5
L
Ran a
44
12.0 kw
50
2
1
8
I
120
1.8 kw
#12
Pump
9
10
Dr er
#10
5.0 kw
30
1 2
11
12
1
20
1.5 kw
412
13
14
Dishwasher
#12
1.2 kw
20
1
1
20
1.5 kw
u12
Microwave
15
16
Refrigerator
U12
1.2 kw
20
1
1
20
1.5 kw
412
Kitchen S.A.C.
11
Is
Recepts
#12
20
1
I
20
1.5 kw
tt12
Kitchen S.A.C.
19
20
Recepts
412
20
1
I
20
1.2 kw
tt12
Clothes Washer
21
22
Recepts
012
20
1
1
20
10.81 kw
tt12
Garage Door Opener
23
24
Recepts
#12
20
1
1
20
1.4 kw
812
25
24
Recepts
#12
-
20
1
1
20
1.92 kw
#12
21
28
Recepts
#12
-
20
1
1
20
412
General Lighting
29
30
Recepts
#12
20
1
I
20
u12
General Lighting
31
32
Recepts
912
20
1
I
20
#12
1 General Lighting
33
34
Exterior GFCI
#12
20
1
1
20
#12
General Lighting
35
34
Bathroom GFI
#12
20
1
1
20
$12
Smoke Detectors
31
38
General Lighting
#12
20
1
I
201F
#12
Bathroom GFI
39
40
General Lighting
#12
20
1
spare
41
42
1 Spare
PANEL "A" LOAD CALCULATION SHEET
Load Description
Qty.
Watts
Total(Watts)
,General Lighting. (3„watts .sq.. ft) ................... _ ..
Small_ .A,ppliance, Circult(s).. _ .... . _ . .. .. .. .......
Range ......... ......... .................. .................
Refrigerator . ... . . . . ............................... . .
Microwave.... ............... I ............................
Dish Washer. ...........
...................................
Clothes..Washer,,,,,,,,,,,,,,,,,,,,_,.,..,_.,...,.,..,,.,..,.
Clothes .Dryer ............................................ I ...
Water Heater
Water Pump ...................................................
.Garage Door Opener .......................................
1135
3
5,205
2
1.500
3,000
1
12,000
12,000
1
1200
1,200
I
j 500
1.500
1
I200
1,200
1
1200
1,200
1
5.000
5,000
I
4,500
4,500
1
1800
I,800
1
810
810
Total Watts
31,415
First 10000 Watts 9100%
1
10,000
10,000
Remainder 21,415 940%
1
O
10,944
Electric Heat or A/C 10,000 e65%
1
10,000
10,000
Calculated Load
Watts
30,944
Voltage
240
Calculated Wattage Divided bg Voltage = Total Amps 129.03
Panel Size Required = 150 Amps
Electrical S mbol Legend
S
Single Pole Switch
®
Recessed Can Light
,%
Double Pole Switch
®
Eyeball Recessed
L
PB
Push Button Switch
Exhaust Fan
Duplex Outlet
'¢'
Ceiling Mounted Light
Special Receptacle
0-
Wall Mounted Light
�Grc
Waterproo ground fault circuit
Light with Pull Chain (attic)
®
Floor Duplex Outlet
©
Computer Connection Jack
cM
Carbon Monoxide Detector
Flood Light
TQ
Thermostat
m
Electrical Panel
®
Central Vac
Electrical Meter
Q
Smoke Detector
!hw
Ceiling fan
©
Television Jack
Telephone Jack
AC Disc
A/C Disconnect
®
1 x 4 Florescent Light
®
2 x 4 Florescent Light
®
Speaker Hook -Up
0
Intercom
Vent-thru ---
Soffit
AiC
Meter
143 CFM
IO)dOxL
MASTER
BEDROOM
10 CFM
IOx1ox6
12x12x9
B/A
12x12x
B/A° F\
o
150 Amp
Panel
I°
10"
iiFAJkjr1��
I
GRE;AT
ROOM
Center Registers
169 CFM on ceiling Pan IL9 CFM
IOxIOx I \ lOxlOx1
1211
L- - - - - - F- -
x Access
F- - --
1 Attic
-c Accew
With light
L- - - - - J
GARAGE
I r----------------- i
I I
I I
I I
I I
I I
I I
I I
I I
I I
I
I I
®= JUNCTION BOX TO SUPPORT A FAN M F.0 �--I � N f C � L L � Y O u T
O = THERMOSTAT LOCATION
B/A = BALANCED AIR
Electric Notes: SCALE: 1/4" = 1'-01'
I.
2.
Use copper wire only, no aluminum.
Provide and wire all required smoke detectors.
11. It is not the intent of these plans to show every minor detail
3.
Contractor to verify location of electrical
of construction. The contractor shall furnish and install
all items for a complete electrical system and provide all
4.
service and provider.
ALL paddle fans shall be on a rheostat.
the requirements necessary for the equipment to be placed in
S.
ALL bath and kitchen receptacles to be GFI
protected.
proper working order.
18. All work shall be done in accordance with the N.E.C. and
6.
ALL exterior outlets to be WP/GFI protected.
shall comply with all local codes and ordinances, and shall
1.
8.
Recessed cans to be installed per NFPA requirements.
AFCI receptacles are required in all rooms except
meet all standard requirements of the local electric utility
Kitchen, Bathrooms, and Garage.
and telephone company.
9.
A/C Return Air Balance Must comply w/ FBC RM1602
be
19. The electrical system shall be completely and effectively
10.
A/C gBrant lines that are run thru slabs must
in PYC
sleeved m
grounded as required b 9 the latest edition of the N.E.C.
11.
ALL A/C Equipment shall comply with energy calculation
20. All material shall be new and shall bear underwriters'
12.
All work shall be performed by a licensed electrical
labels where applicable.
contractor, the completed system shall be fully operative.
13.
Contractor shall pay, for all fees, permits, testing, and
21. All equipment and panel sizes shall be verified before
inspections including blower testing where required.
ordering. The contractor shall provide circuit routings to
14.
All work shall be coordinated with other trades to avoid
suit the Job conditions.
interference with the progress of construction.
15.
All required insurance shall be provided for protection
22. Furnish and install all fixtures as called for on the plans
against the public liability and property damage for the
or as selected bg others.
duration of the work.
I6.
Contractor shall guarantee all materials and workmanship
23. All raceways and pipes placed in or through any concrete
free of defects for a period of not less than two years from
slab shall be spaced a minimum of three diameters of the
the date of acceptance or certificate of occupancy, or one
largest conduit or pipe from any other service.
year from closing sale of house.
Correction of defects shall be completed without additional
24. All exposed wire below 9'-1" shall be installed in metal EMT
charge and shall include replacements or repair of any
conduit.
other phase of installation that may have been damaged.
25. Dryer Vents to be installed per FBC RM1502
E.
I W
RJA1
ICe11120;
k 20x20
l
I
I
I
I
DINING
ROOM
LON
232 CFM
12xLxl
SECOND
i
BEDROOM
j
12x12x6
-1
B/A
COVERED
PORCH
A/C disc.
ISO
#2/0 Aluminum feed
AMP
I %' Conduit PA EL
M TE
AHU
2" PVC ( FPL)-r
2' rigid service FPL Bare ttL copper wire
g to 45 cunt. rebar in slab
ELECTRICAL RISER
- Contractor shall use AL-CU Landing lugs. NTS
- Contractor shall torque lugs I.A.W.
manufacturers recommendations which
shall be verified prior to construction
H.B.
Vent thru
S oirfit
Braden It
Braden AIA, PA
Architects
- Planners
411
S.E. Coconut Avenue
Tel
: (112) 281-8258
Fax
: (112) 281-8283
E-mail:
bradenaiaSiCOMCast.net
Stuart. FL
3499L #AAC000032
Exhaust Duct
Thru Soffit
4" Exhaust
Duct Thru
Wall
wP GF
Install owleAoru)
under discnot shownO
clarity
�CTRfCA F:)A
Attic vertircq Calculations FBC 2309.1
Total Attic Space = 212-4 sq. ft.
Venting Ratio I/ISO = 14.16 sq, ft. required
Frovide A Continuous Vented Soffit
Wgnne Building Corp.
The Grand Carlton
Spanish Lakes
St. Lucie County Florida
PATIO/SLAB
SCALE: 1/4" = 1'-0"
Post Light with / o
Photo cell c«
vW
v q 6'-3"
Date Drawn Revisions
GARAGE Drawn raven
LEFT by:
C.C.U.
Checked by:
D.R_B.
w
IL
H.B.
Exhaust Duct
Thru Soffit
Wire For
Front Post
Light
Sheet Comm #
f
E -1 12-2�
OF 5
A, LIFE SAFETY WARNING
This y bol identifies Life Safety Warnings that should be read
nivpd sbecial attention by all persons installing trusses.
SPAGING NOTE
ALL TRUSSES ARE TO BE SET
AT 2'-O: ON CENTER
EXGEPT AS NOTED
MULTIPLE PLY TRUSSES MUST BE
TENED TOGETHER PER ENGINEERINC
BEFORE SETTING. REFER TO
GINEERING DRAWING TO DETERMINE
IF MULTIPLE PLY.
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
Span;or less 30' to 60' Span
` \160 degrees Spreader Bar
\\ or less
S - �2 — 1 iiag _ _Appro. 2/3 to_.�
1/2 of Span
Inc spa—_n approx. dine
Tag REFER TO BCSI
REFER TO BCSI truss must be set this way if crone used.
Truss st be set this woy if crane used. This Is an ezomple. truss may not match.
Tmss "mmple, your truss r,ay cot match.
��
Insist crone operator sets truss this way.
Insist operotor sets truss this woy.
All load bearing walls, headers,
beams & lintels must be in place
at indicated height before trusses
are installed.
I R ""n" �I—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.
U REPRESENTS A HANGER
Carrying Girder
For Truss to Truss
Connections see
hanger/connector rNailsbe as
detabschedule in engineering e nails.
package.
Carried Truss
EAT PLATES BY CHAMBERS
INDICATES LOAD BEARING WALL
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-1"
ABOVE FINISHED FLOOR
12
4.00 F-
_
M
upset=1/4" heel=315/16"
PLUMB CUT END
1'
2 x 4 Top Chord
WALL HEIGHT 8'-l"
TYPICAL END DETAIL
12
4.00 F-
--B=1=
r 7upset=1/4"
00
heel=315116"
T END
hord
WALL HEIGHT 8'-l"
END DETAIL: A
ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LENGTH
Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers
GARAGE LEFT
FABRICATION AGREEMENT
iR XM CANItW Ilk 8TMM UNTI. Ttss AORP111IIpRp aIONlD: aeTutvwo
Tfn Wa lfwoWm dOo p Wuyvohm ttw Ww wN bekwWW k -
ThstaOp w0idmwiodc»widw - -- -
wf l ialO be 11lb110In iftmb=Willowdul' h Mill tmdfwOw�a W/OUL
2•AI tlnlslalora b Itts btyt§R 11r§ bssn es1lMd DytM tatdelmlpled.
.I. tjtj� 1r11Yn ttaaw M ptosNd by tarllletf Ipr b Glanbere Tnw tOlha esn (1Ui
dqi d rteRMY tlN letdtle19 EORM Wt rlo bade�llOa tra be rowed. bt fat stem
rldt attlr r A u Ibntl W lawabew Tnws @ W tww w.e p) . dqe a ~
b bqh mpeb tepdtd. orb vAbft a olMttnaeee, et ClrMen t
4. The Indent d�� 1 d"a -Ow eunarwry.alwd byTPl A1A/rGYI
'a Ddr1y Is to Job eke t Is!
Ow Wye1e'rwpww6t�r to welt dw Job W etaabhl br
twwlln job re N rbt Pepwed ear dMray or bryer Is nd pepend w dewy d bueew.
�tyrY.wporwele b Chnlben nut ar awry oow aw a re oanaldw.'
a Plio� a elt.rwt 4 p§r§p§ph 7 Wow Is ri)ed b class r rq dWVn raltw I In
Qlpt= A iID per llar be b ItwYldw may be dwyd by Chwben Trum
. i Tw' le It PURCHASE ORDER to Ctwnbre.Tnws of Iw mun §peed b, a r •.
i jrewaelt § maiiiiehN plfa. Woke M be made an Mmy 1d petl Mkit tepn d
deMy. kroas spry, be made at dW&W daee'br ddtwy r borer cw
tlsatery of kd -wbd trews Mo wdersOnd spew a pay OlwMre.Tlua moswobw
shpsi§J/s bs tor;::; w In erarlr dpsyn- not tlmely §wde.144 %per modh air oe
dill be.ddedarr.utwndpaldwdinYma '
. aSlplebnar Mitlalr rgtrtwsonOi mind oaatw►w spesn itio ON whreK
qvin tallmNerelbn d Chrnbrm Tnws edrl - a** for rh rwadel In udeNpwd
rwllrlwly 9 P§Y�re when due of eery sod all Y dtbw I we► owed to
VW True by.ow entry rewbip .rletrW end Ow .wdrelpwd'Me"b per ttecb
klllelleiwee bdud V aganM flee. k deteta h pgwre W §lawlwl a ntede q Ica
i a Iw ~9 of ow ePMn condnilp Ii apwnnlL the Wait fanMMd Iwwder
r pe>Arlrb rehired b Ileteb. tint PrOa epee fail to 0* vemw for ant' Ndt §lion fad
W BBsaMM► di Ca+ly.Piollda.
11. Demtpl rapontl�ee ws pw'Newmll Standard Nil ROmttnrMed ()ddii la On
Raipole6iles Ftx Cotleblydloo ushp Mdd Ppb Capxad. Wood TnY+a
ANS WWnCA4"20Drw' '\ .
DATED \
I uMple ply tnuess must be fadened togeftr per wVllnewft
bilifon they are set, fa8um to do so can rebultin roof cotlapN.
Twnponry and permanent bracfiaaus
g are n phW and n tOft
and property and b tin rssponslbMW of Ow trt»s ervo
aWy the conbnb of the Wo� n l dt*d on d*RVM
be*m onTrusses trust be set plumb and equsn
Do rtot-bet bunks
or stack of p`gt�wo0411to0ft mghwW Ot eery -.
' , A. kilifrr on tresses. Utb Carr auto
06NOT SET TRUSSES US/NO THIS LAYOUT
-u9E LAYOUT DEL wmm wrrH TRUSSES To SET TRUSSES
.
b.
i
`1
I
CHAMBERS TRUSS INC
3105 Oleander Avenue
Fort Mort* Florida 34982.6423
800-551-5932 '
Foot Plwm T72-465"2012
Fax 77`2-11165" I'll
vim"". sliseph 772JUM- D12
swam -'772486'3362 .
- The Architect' rchitect's representative's
shop or a..:ng approval is NOT a
"double check" of the contractor.
The contractor shall remain responsible
for checking field measurements and
other construction criteria. Architect's
approval covers general roof shape,
review of truss strapping, and loading on
structure from gravity and uplift load. and
their res
ctive locations.
Approved 0
Lime _
92.0/93.2 MITEK 4.2
Braden & Braden A.I.A. P.A.
DESIGN CRITERIA
County
SAINT LUCIE
Building Department
SAINT LUCIE COUNTY
Wind Design Criteria
ASCE 7-2014
Wind Design Method
Main Wind Force Resisting
Roofing Material
Shingle or Shake
0 —
y' Loading in PSF
Roof R.D.L.
Top Chord Live
20
Top Chord Dead
7 4.2
►" C'I
o I
Bottom Chord Live
10 Non -Concurrent
E —
_ —
Bottom Chord Dead
10 3
>� TOTAL Load
37 7.2
m —
of
Duration Factor
o
1.25
m
Wind Speed
165mph
Top Chord C.B.
Sheeting by builder.
L
Bottom Chord C.B.
Sheeting by builder.
3
~
Highest Mean Height
14'-0"
v
Building Type
ENCLOSED
Building Category
II:Non Restrictive
Exposure Category
C
Barrier Island
No
Conforms to FBC 2014
R.D.L. Restrainin Dead Load C.B.--Continuous Brad
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
W
F-
a
GARAGE RIGHT
13 TRUSS DRAWINGS
ARE
ATTACHED TO
LAYOUT
Chambers Truss Inc. Drawing Name: M11323
Scale: 1 /4 = 1'
72 total trusses, 13 different trusses.
MI 4: SAE ACAD: SAE Reviewed By: (C Ab//.J—
Date:04/24/12 Revised:10/07/15
-004
WYNNE BUILDING CORP.
DESCRIPTION:
62' GRAND CARLTON III
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
M 11323
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