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HomeMy WebLinkAboutbuilding plans (2)11T
8'-1" T.O.B.
2"
O.H. '...
O'-O" , = Finished Floor I .:
12
SLOPE
Union Corrugating Co. 24 ga. 5V crimp metal roofing
FL#: 1271.4 Attach
roofing to deck using #9 x 1.5"
wood screws with washer Per Approval over 30 Ib relt
Union Corrugating Co. 26 ga. 5V crimp metal roofing
FL#: 1211.4 Attach
"ating
roofing to deck using #9 x I.
underlayment installed with min. 4' side laps
wood screws with washer Per Approval over 30 lb felt
and G" end laps fastened with corrosion resistant tin
underlayment installed with min. 4" side laps
caps with 1 1/4" ring shank nails spaced 4" o.c.
at all laps and two staggered rows 12" o.c. in field.
and 4" end laps fastened with corrosion resistant tin
caps with 1 1/4"
Roof deck to be 19/32 COX plywood nailed to
ring shank nails spaced 6" O.C.
at all laps and two staggered rows 12" field.
trusses with ed x 2.5" long ring shank nails per sheeting
o.c. in
Roof deck to be 19/32 COX plywood nailed to
attachment detail on roof plan
Max allowable uplift = 85.8 per
trusses with Bid x 2.5" long ring shank nails per sheeting
attachment
wableeuplift =r85.8 plpar
5/8" thick light textured
stuccoblock construction
Fete
- - - - - ;-06 -0 --4 - - - - - - - - - - - - - - - - - - - - - - - - - -
5/8" thick X 8"w cut
coral finished stucco bands
LEFT ELEYATiON
SCALE: 1/4' - 1'-0'
Union Corrugating Co. 26 ga. 5V crimp metal roofingg
FL#: 1211.4 Attach roofing to deck using #9 x 1.5"
wood screws with washer Par Approval over 30 lb relt
underlayment installed with min. 4' side laps
and 6" end laps fastened with corrosion resistant tin
ceps with 1 I/4" ring shank nails spaced 6" o.c.
at all laps and two staggered rows 12" o.c. in field.
Roof deck to
be 19/32 COX plywood nailed to
trusses with 8d x 2.5" long ring shank nails per sheeting
attachment detail on roof plan
Max allowable uplift = 85.8 par \
T2„
5/8" thick x 8"w cut
coral finished stucco bands
Finish Columns with
5/8" thick cut coral
finished stucco bands
=L;=\/ATf O\I M10T=S
fr^
TERMITE TREATMENT REQUIRED
CONCEALED FASTENERS OR ATTACHMEHiS
ARE THE RESPONSIBILITY OF THE
CWrRWW OF ROAD
ALL MANUFACTURES LABLES SHOWING
12 U FACTORS AND SHGC COMPLIANCE
WITH FSC ENERGY CODE MUST
SLOPE 4 REMAIN ON ALL DOORS AND WINDOWS
�.� UNTIL INSPECTIONS ARE APPROVED
1 "All
'HESE PLANS AND ALL PROPOSED W09K
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY iN ORDER TO.
OMPLY WffH ALL APPLICABLE CODES.
-0' = Finished Floor
-spy
a T
5/8" thick light textured
7,y
Flntsh Columns with
stucco on typical concrete
block construction
5/8" thick cut coral
finished stucco bands
REAR ELEVATiON
Overhangs at 1'-0" unless otherwise noted on Roof Plan
Roof pitch at 4:12 unless otherwise noted
,Any changes to this plan shall be submitted to the architect
for approval in writing prior to starting construction.
Return ALL Stucco Bands into Window or Door.
12
SLOPE -4
5/8" thick x 8"w cut
coral finished stucco bands
`3 3
thick light textured
stucco on typrcal concrete
block construction
-------------------------------------------------------------
RIGHT ELEVATiON
Product Approval Submittal Affidavit
Opening
Schedule awing Doors, Overhead Doors, Sliding Doors.
llindows & Skylights
Opening
Type
NOA/FL
NUMBER
Product
Model #
Manufacturer
Glass
Attachment method
gT
Expiration
Date
Design Pressure
of Approved Testa
1.2.3
t4
FL# 11499.2
Single Hung
Series 185
Mi Windows
and doors
3/I6" din. Tapcons w/ min. 1 114' penetration at 6" max.
From each corner and 19" D.C. thereafter thru PT Buck
+41.2/-50.0 psf
A
IG-0330.02
Overhead
Garage Door
Model 824
4' O"murex hetht
DAB
nstall track to buck per product approval and per
AttachtSuck towallwaing n�9" x 6" anchor bolts at Is' D.C.
10-9-21
+50.0/-60.0 oaf
FL# 15221.1
Fiberglass
9
Smooth Wood ruin
series o fibergasa
Plaepro/Nanya
Plastics Corp.
Elco 1/4 din. tapcon with min 1.25' smbedmant at 6' max
from corners and 14' D.C. thereafter in jambe.
Pressure baud on SCHLAGE hardware.
+ 45.0 P$F
_
C
FL# I5332.2
Sliding Glass
Door
Series 420
Mi Windows
and doors
3/14" dia. Topcons w/ min, 1 114" penetration at 6" may.
from each corner and 19" D.C. thereafter thru PT Buck
into solid CMU quall
+ 40.0 PSF
-filled
Product
NOA/FL
NUMBER
Model III
Manufacturer
Attachment Method
Exxppiation
Dais
Design Pressure
of Approved Tests
Mullions
FL# 15353.2
5164
vertical mullion
Mi Windows
and doors
For CMU use �4) NIV dia. tapcons wits min 1 1/4'
penetration wit anc ors located per pr uct approval drawings.
MFG TO PROVIDE REBAR IN MULL
+ 44.2 PSF
Roof
FL# 1211.4
5V Crimp
Metal Roofing
INSTALLATION
METHOD: A -IS
Union Corrugating Cc
Union Corrugating Co 26 ga. 5v crimp metal roofing attached to de k using
x9 x 1.5" wood scr a with washer per approval over Titanm,i UDL 5pl s
underlayment installs% with min. 4" aide laps and ` end laps faatene" with
orrosion resistant tin caps end with 1.25 Fin �henk itads s a ed L p.c. at ail
Papa and two daggered rows 12" D.C. in fields Attached dect per sheeting
attachment detain on roof plan
FIELD:
-85.8 PSF
Edge and Perimeter:
g
-Ila.1 PSF
Siding
Stucco on Block
Soffit
IS-1021.02
Model T4 12" vented
Vin I Soffit
k:ayGan
Installed uein any approved anchor& as shown in product approval.
Contractor fggo atrictpply adhere to the product approval for the use
asterisr&.opacings. and gidge distances..
4-20-21
+55.0/-35.0 PSF
Hurricane
Panels
FI# 15016.2
24 Gauge
Storm Panels
-of
Global Pro coon
Products k C
Installedusnfoityneppr approved
anchor&of fasteners, macIngs. Z ad,, as shownappro al.
approval product
y Pfor the
-12.0 PSF
I have reviewed
the above and approved it by my seal below. ( Architect or Engineer of Record
SCALE: 1/4" - 1'-0"
Union Corrugating Co. 26 ga. 5V crimp metal roofing
FL#: 7211.4 Attach roofing to deck using #9 x 1.5"
wood screws with washer Per Approval over 30 lb felt
underlayment installed with min. 4' side laps
and 6" and laps fastened with corrosion resistant tin
caps with 1 1/4" ring shank nails spaced 6" o.c.
at all laps and two staggered rows 12" o.c. in field.
Roof deck to be 19/32 COX plywood nailed to
trusses with Sd x 2.5" long ring shank nails per sheeting
attachment detail on roof plan
Max allowable uplift = 85.8 psf
T.O 2
2 H.
H
a®❑ `:
5/8" thick x cut
coral finished stuccoo bands
= finished Floor Finish Columns with 5/8" thick light textured
5/8" thick cut coral stucco on typrcal concrete
finished stucco bands block construction
FRONT ELEVATiON
2" x 1, top plate II ' 1/2" drywall ceiling on truss bottom cord
I/2" drywall on
x 4" studs at 16" o.c.
base -board � II II i 2" x 4" P.T. bottom plate
4" concrete slab with fibermesh OR
16"x6" 410/10 WWM on 6 and Vilueen over
clean compacted termite treated fill
P
ST. LiTCi rOLTT Tv RUII nr, ar j1W1SION
SCALE: 1/4" - F-Oft IRFV1f3N/I�
'EDFOR �IPL,lAACE
i2EvlE1��J1'} IXL`;'j
PLANS AND PERMIT MUST BE KEPT ONJOB
OR NO INSPECTION NVILL BE NL&DE.
1/8" Thick cut coral stucco over paper
backed wire lath nailed to substrate through
one layer of 15 lb relt 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 1.4
thick x 8"w cut
coral finished stucco bands
A.F.F_
SCALE: 1/4" = i'-O"
ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING
OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP.
AND WILL CONTINUE FOR ONE YEAR 1=ROM THAT DATE
PERMITTING INFORMATION (FORM 100)
Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading
Building Design is: Enclosed Risk Category: II Wind Velocity: 145 mph ultimate
Mean Roof Height: ff7O" Roof Pitch: 4:12
internal Pressure Coef` c nt: ±O_Ie
Subjectabilag to damage from: Weathering: Negligible Termites: Veru Heavu
Width of Roof End Zone: 3'-4• Wind Speed: 165 mph ultimate
Wind Exposure Classification: C g 1.21 x O.6 - 0.'126 ASO desi�
Adjustment factorfor for Exposure Hei fit: gg n
Load Combination: ASCE '1-10 Section 2.4 DL+LL; DL+O.LWL; O.GDL+O.GIAL
Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.4/-32.4 pelf
Roof Zone: 2. +20.6/-5'1.0 psf
Roof Zone. 3. +20.4/-84.0 par
Components t Cladding Well End Zone Width: "
Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.i oaf
Wall Zone: S. +35.8/-41.8 pat
Components t Cladding Wind Pressure (NET) on Garage Door. +32.0/-40.3 per
Shear Walls Considered For Structure? Yes
Continuous Load Path Provided yea
Are Components an Cladding Det-airs provided? Yes
Minimum Sort Bearing Pressure:2.500 pal, Presumptive: X By Test: psi
This Building Shall Have the Following:
APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER:
ROOF LIVE LOAD: 31 par ROOF DEAD LOAD. 10 psf
FLOOR LIVE LOAD. _A5- per FLOOR DEAD LOAD:-10 psf
n error on earinq artltlon JOB ADDRESS:
nts
Braden t
Braden AiA, PA
Wynne
Building Corp.
Architects
- Planners
Tel
S.E. Coconut Avenue
(ii2) 28"I-8258
� 2 l
Grand Carlton
11
el
Fax
E-mall:
(112) 281-8283
bradenalaOcomcast.net
Spanish
Lakes
St. Lucie County f-lorlda
GARAGE
RIGHT
Dates
3-1-16
Drawn by:
C.C.U.
Checked by:
D.R.B.
.. TWA
- Roof Zone i
Walls Zone 4
EMI = Roof Zone 2
Walls Zone 5
END ZONE
= Corner Zones
Roof Zone 3
Revisions Sheet Comm #
10-18-14 Product
Approval Revision
� - 12-21
OF 6
FLOOR
FLAN
CRASH
POST DETAIL
SCALE 1/4'1 = I`-O"
N.T.S.
TYPICAL NOTES:
36" high 4 4" diameter
1. Contractor to Verify ALL notes and dimensions prior to steel crash post. Floor
proceeding with work. Flange with 4 - 2. Contractor to STRICTLY enforce ALL OSHA Requirements. aim
(3(3ion bolts into
slab /8"t 50 ksi steel plate)
3. ALL Lumber to be used as Beam, Rafters, etc... to have
L"
a minimum 1,400 P.S.I. fiber stress.
4. NO dissimilar metals to touch. 2i,' 2i'',
5. 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 m
shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 13/a
6. Drywall at ceilings shall be leveled and attached to bottom chord
of trusses with screws per FBC R702.3.5.
1. ALL wood in contact with concrete shall be pressure treated.
8. ALL wall dimensions are nominal and not Finished wall or stud dimensions.
9. ALL plumbing fixtures to be low flow.
10. Contractor to Provide Drain at Water heater in accordance
with the current edition of the Florida Plumbing Code.
11. Contractor to Provide a 2'-8" wide door at one bathroom for
handicap accessibility requirements. 'A
12. Lowest finished floor to be set bg Governing Building Department
surveyor to set in field.
13. Separation between residence and garage shall be per FBC R302.6
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
16. 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 6" P.T. Buck
flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with cast hari
materials exposed on the underside of the roof deck or on the attic Walls shall comply prior to door attacl
With F.B.C. R316 - see permit info box of code edition
18. Gyypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931
Cci60, C1002, C10471,C1117, CII78, C1218. C1395, or C1396 and shall be installed
Arrnri+nri to the following: (FBC R702,3.5)
Drywall
Thickness
V
Location
Orientation
Fremin9
Member
Max. spacing
f fasteners
of
Nail sung options for
installation of dryywall into
Maximum
wood framing membere
Nails
Serowe
2" x min. thickness
Ceiling
Perpendicular
24"
12"
13ga 1 3/8" long with 19/64" head
OR
0.098" diameter x 1 1/4" long
annular-ringad or 5d coder nail
�2 If
R
Walls
Either
16"
8"
16
15/64' die, 15/B" long with
15/64" het
Direction
OR
Gypsum board nail 0.086" din.
x 15/e" with 9/32" head.
Ceiling
Perpendicular
24"
1"
121"
13ga 1 5/8" log with 19/64' head
OR
0.098 diameter x 1 3/8" long
annular -ringed or bd cooler nail
I
e
OR
0.092" die. xx 11/8" long with
I/4" head
walls
Either
16"
Direction
OR
Gypsum board nail 0.0915" die.
x 11/8" with 19/44" head.
Install SGD thru buck Into
block with 3/14" 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/I6" 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 apprc
19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6,
A108.1, A118.1, A118.3, A136.1 and A13"1.1
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
eiling assemblies, wall, crawl spaces and attics
within floor -ceiling assemblies, roof-c
shall have a flame spread index not to exceed 25 with an accompanging smoke
developed index not to exceed 450 when tested in accordance with ASTM E 84.
Insulation shall comply with F.B.C. R316,
Union Corrugating Co. 26 ga. 5V crimp metal roofing
FL#: 1211.4 Attach roofing to deck using #9 x 1.5"
wood screws with washer Par Approval over 30 lb felt
underlayment installed with min. 4' aide laps
and 6" end laps fastened with corrosion resistant !in
caps with 1 1/4" ring shank nails spaced 6" o.c.
at all laps and two staggered rows 12" o.c. in field.
Roof deck to be 11/32 CDX plywood nailed to
trusses with 8d x 2.5" long ring shank nails per sheeting
attachment detail on roof plan
Max allowable uplift = 85.8 pef
Simpson HETA 20 or equal
with (10) 10d ox 11 1/2" mails uss 12 PRE-ENGINEERED TRUSSES
t 24" o.c.) supporting Max 4 �- at 24"o.e. TYPICAL
18101ba. uplift \ (shop drawings by manufacturer)
Aluminum Drip
Edge d Fascia
\R-30 blown fiberglass
in bottom chord of trusses
I/2" drywall with smooth finish
2" x 6" Sub-FABCia
Kaycan 4u11 o vent vmel soffit installed
sang 1/8'die nnk x I6" long gala.
rooting nails with 3/8" dia. head per
product approval - see chart sheet #I
5/8" thick light textured
stucco on typical concrete
block construction
Two rows of beam block filled sith concrete
and (l) #5 bar cont. in each row. Substitute
precast lintel filled with concrete and (1) #5
bar cont. for bottom row over opening&
1/2„ drggwall over I„ x furringg
strips af, 14' o.c. with R4.1 Pi -roll
insulation on It 8" Block walls
All drywall to be installed per FBC R102.3.1
and shall meet all pertaining ASTM codes.
Mortar to be Type "M" only proportioned per FBC R601.1
and Mortar fomnt& 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 FIII call with concrete and
at each filled cell (I) #5 bar vert. (typical).
Max. spacing shall not exceed
Wood 48" unless otherwise noted
Base see foundation plan notes for
spacing at openings
4" concrete slab with fibermesh OR
#10/10 WWM on 6 mil Visqueen over
/ clean compacted termite treated fill
Grade _ - ,. :...:.:. ...,.........,..
�'llll= II II = ��. � `'�� 1111=1111=IIIlI,,llll=
�iI=1111i1 = _ III 1111-1111-
'''-I111=1II1=1 I1=1I I -III - 1"'
-ill l "' 14" x 14" Concrete footing
f� I wuth (2) #5 bare Cont. and #5
�" �/ $�
I C A L-S' E c T 10 N tranaverae bars it 48" o.c.
to
nails
0
all
Masonry Beam
LIJ
"cAH
fixed door
sliding door
1 1/2,
AREA
CALCULATIONS
Living A/C
= I.4.4G sq.
f t.
Front Porch
= 141 sq.
ft.
Rear Porch
= 200 sq.
ft.
Garage
= 321 sq.
ft.
Total Under Roof= 2108 sq. ft.
2" VTR
JIL
I
I
I
I
2(' VTR
Maste/ I JIL
ry
Bath
I. ? �I
2" U
4^ I 2" VTR
3c. JIL
I I
2.
3" 1
Sh®r. I
Kit, Smk I
Kitchen 2"
I
3"
W.G.
Bath #2 shwr.
S.
C.O. Ta Septic
PLUMBING RISER
1" x 6" P.T. Buck nailed to
block with case hardened nails
prior to door attachment �,
Masonry Wall
Bottom Track Typica Flooring -
Sill Install SGD thru buck into
block with 3/16" tap -con with
S l I d I n g D OOr D e t a l l I om penetration at ." max.
from each corner and 20." o.c. max
thereafter at jambs per product approval Jamb
At Masonry Wall NTS
UJlndow
Schedule
Mark
Size
Rough 00 en.
Window Descrl tion
PRESSURE ZONE
I.
4'-5%8"x 5'-3%a"
5,08"x 63i4'
Single Hung
ZONE 4
2,
6'-2%a"x 5'-34a"
-15" x 63%4"
Single Hung
ZONE 4
3.
2'-2" x V-2 1/2"
1 21%2 11x 38%8°
Single Hung
ZONE 4
4.
4'-5%"x 4'-2%a"
1 54%'x 54Y8"
Single Hung
ZONE 4
ALL
Windows to be aluminum
windows w/ tint
and mullions per
elevations.
ALL
windows to Withstand
pressures in permit info box on
sheet I
ALL
Windows in bathrooms to
be tempered
All
rough opening
dimensions
to be verified by contractor
with
manufacturers specs prior to construction
t
Door Schedule
Mark
Size
Rough Opening
Door Description
PRESSURE ZONE
A
9'-0" X T-O"
108" x 84"
Overhead Garage Door
ZONE 4
B
3`-0" X 6'-8"
41 %4'x 83%4'
Fiberglass Panel - Inswing
ZONE 4
C
6'-0" X 6'-8"
14" x 81 %," ;r"'°,„°`,
Sliding Glass Door
ZONE 4
D
2'-0" X 6'-8"
Solid Core - Wood
- 6-Panel-Bi-Fold
Finished 24" x 81 %i'
E
2'-6" X 6'-8"
Solid Core - Wood
- 6-Panel
F
5'-O" X 61-8"
Solid Core - Wood
- 6-Panel - Bi-Fold
G
2'-8" x 6'-8" x 1 s/4'
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 C-8"
Solid Core - Wood
- 6-Panel - Bi-Fold
ALL Exterior doors to withstand pressures stated in permit info
box on sheet 91
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 t0 construction
a
(V
EGRESS
12" x 12" concrete column block filled
°
with concrete and (2) #1 bars vert. tied
p
into lintels above
o
_
°
Covered Porch °
cr
12'-8"
lO
0 0 0 0 17117110 0 0
C �
I MASTER
o
`n
°
" BEDROOM
_
v
�U
8'-0" to 9'- A.F.P.
�n
Vaulted Ceiling W-O" A.F.F.
c y �
Flat Ceiling
I �
r
`.i T
RgOM
I ®
�
o
I
N
Rodd, Shelf
°
°
34 Y2 high-'-*
N
N ij I
a
H.B.
Tn
°
r (
/�®
8'-O" to 9'-8" A.F. 2" x 6" knee -wall o L SET
0
Vaulted Ceiling below counter top (X O M
I I rr r
DiNING I 1
ROOM°81, L_ 11NEN
I t~ F Rod ShelF BINET
\ ro
Q
DTOI
LE
Vanit to be I i �� B T
lu
Oi
"
°
34 Y2 high I
°
OI
11'-0 a/4
Hlgh Well
O
�,
KjITCHEN m
ao
- I O
--
Vent
throug
ryar
wall
vet an 8'-0" A.F.F. N I
Flat Celhng -
O pper ca meta to
-O" extend over Ref.
I ry (
2" Fdlercryv
BATH Rd. i
- ° - -
F
rll�v:r� ap ei�
O Rod Shelf
ry - - - - - - ® - ry -II Batts wici°n
-
°
A/C
O
4"0 Steel Sallard
.$eALdetall qn this sheet
$II
ul I $ 11„
F ' ae Access
ry
Attic Provide auto
with light 1 closer
°
8'-0" A.F.F. Q 2^y
W
U c
Flat Ceding 1 8
15
i
�N
II'-6° 6,_0„ 4"
Panel /kmp
Meter
°
m SECOND
BEDROOM E
Y GARAGE
0
it GRESS
C° T ° O "
_
C Flat Celhng
ry
ry
o
Q
a
°
EGRESS r----------------- i
O
Block wall in I
m O ° '- i garage to be I
v
°
T I struck block
C VER 17
12" x 12" contra a column block filled I I
o
p
ith
concrete and (2) #1 bars vert. tied ORC
Lin
into II tels above
I I
4r_2,
2,_8„
5'-4"
9'-6" 3'-4"
Install windows 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 and 20" o.c. max
Exterior face at head and
sill per product approval
of wall -\ / \ Buck to be I" x 4' PT
1"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT
lock with case hardened nails ON ALL JAMB, HEADER. AND
Detail at W i n d ow s prior to window attachment SILL BLOCK PRiOR TO BUCK
INSTALLATION
NTS
Attach buck to block wall with
1/4" die. Elco conc screws with min.
11/4" penetration at 12" o.c. max
and 4" max from each corner thru
Exterior face 2" x 6" PT Buck
of wall
arras
#8 Wood &crows thru jamb into buck
at each hinge and 15" o.c. max and
Detail at Door prior to door attachment
NTS
Scale : 1/2" = I'-
14,_C1,
STRLUCTJRAL
MOTES:
1,
ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL
BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM
9.
CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN
PROPER ENGINEERING DATA FOR DESIGN-
2.
ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS
10.
ALLBEAMS
AT 28 DAYS MIN, 3000 PSI
L3000 COLUMNS,
L'4
OR 000 PSI GROUT
3.
POISON SOIL AND COVER W/ G MIL. VISQUEEN WITHIN 24 HOURS. NO
SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION.
11,
4
GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ LX6 10/10
WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR
12
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 TO BE SPREAD IN 12" LAYERS AND
13
MACHINE COMPACTED TO A MiNiMUM OF 2500 PSI IN AREA OF
BUILDING CONSTRUCTION
4•
TEST FOR FILL COMPACTION MINIMUMS PRiOR TO FORMING SLAB.
14.
71•
GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND
DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE
15.
ATTENTION OF THE ARCHITECT.
16.
8-
GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER
FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR
11.
F0L1NDA71Oil FL/4 N
SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY
FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS
DESIGN LOADS ARE AS FOLLOWS:
ROOF (DL+LL) = 4-1 PSF
WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41
EXPOSURE ="C"
ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-14, 6
A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 307 STEEL.
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.
MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
FOOTING: 3"
BEAMS: 1-1/2"
LAP ALL REINFORCING STEEL A MiNIMUM OF 48 BAR DIAMETERS.
USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI
ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000
PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE,
ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING.
1. Any changes to plans must be submitted to the architect
for approval before proceedin 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 95 bar vert, at 48"
o.c. max. Provide (1) filled cell on each side of openings upp to wide.
Provide (2) filled cells on each side of openings from 6'-O" to
and Provide (3) filled cells on each side of Openings from 10'-O" and up
Contractor to see plans for any other condition used. Foundation Walls
shall have filled cells at 24" o.c. unless otherwise noted (see section)
L Contractor to provide for Form Board Survey - Form Board Survey
to be provided to Truss Company prior to truss construction
1. Contractor to provide for soil test prior to construction and provide
a copy of soil test to architect for review prior to construction
8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and
A-35 specifications. ALL Anchors to be A-30-1 steel.
9. Provided minimum of 3" concrete protection at footings and
1-1/2" concrete protection at beams for ALL reinforcing bars.
SCALE: i/-4" = P—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.
#5 bar vert. w/
Thicken edge to Vx8"
overlap
SSE TYPICAL
with concrete and
4" concrete slab with ribermesh OR
efilled cell
at each
ECTIONS
one 45 bar continuous 6"xb" #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
4" concrete slab with fibarmash OR
GRADE
VxV #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
—
Grade
-
IIII=
Jill.
PORCH SLAB EDGE DETAIL
—IIII
III
IIII— 14"ui x 14"d concrete monolithic
footing with (2) #5 bars cont.
SCALE 1/2" = 1'-01,
14"
#5 bar vert. w/
TYPICAL FOOTING DETAIL
30" overlap
SCALE 1/2" = I'-O°
at each filled cell
SEE
TYPICAL
2r>SECTIONS
4" concrete
slab with flbermesh OR
Adjust curb height
L"xG" 410/10
WWM on 10 mil Visqueen over
based on gar. floor
4" concrete slab with fibermesh OR
Clear compacted termite treated fell
slope.
=V
Vx6" #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
#5 bar cont.
#5 bar in curb
0'-0-
Air-\
Step per
Foundation plan
Grade
�r
ZOISE
10"
(2) #5 bars Cont. bottom steel
14% x 14"d concrete monolthic
footing with (2) #5 bars cont.
12"
14"
If 2 DETAIL
AT GARAGE STEPDOWN
SCALE 1/2" = I'—O"
GARAGE
CURB DETAIL
SCALE 1/2" = I'-O"
12" x IT concrete column
block filled with concrete
and (2) #1 bars vert. tied
into lintels above
Verify house slab
height in field
Top of footer
I6" below finished flo
ri
777777777777
30"
OLUMN FOOTING DETAIL
SCALE 1/2"
2" x 4"
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
Detall
GARAGE
DOOR TO WITHSTAND PRESSURES STATED
N T S
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
o a
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
A NTS
a
20'-0"
"
L
e o 0. o i l y y l l l o p e
i 1 3 1 1 1
r — —— FI -- — ——
o
Filled cell under p
girder above FI
o
W I
0 Rear Patio/Slab
I
to be poured separate W
1 `� 1L from the house slab.
elfooting
I 24"wicx4"d
x 24'"L
a lO 1 under filled cell FI I
p p p p p p z 4 1171 p p under girder bearing.
1
° r — — — — — — — — — — — —
I FI Ilk, I
�
Rear Patio/Slab to 1
-
a
° be flush with bottom of
°c_V
sliding door recess. 1
I slope 1/2"
u� $o
N `r
_a
I
w
i
' Io
_a
I
iI I
I
�I I
Fl 10
I
H.B.
p
4" concrete slab with fibermesh OR I
4"x4" 410/I WWM on 4 mil Visqueen over ,�
I clean compacted termite treated fill
p
pl
1°
—i
I I
I h•---T
I
�—
o
cr
`r
e'
°
i M I
I I
°
I
°
-- --
— 4"0 Steel Ballard I
� _� I I ®filled w/ Concrete
>c� I a
I 1'ai01 I°0 1
#1
r
p
_
Wvw
I L
vUD
F 1QJ — 3
rEp p .,., ° Oe
+-a
�.� I
Cli
o
i
p 1 �� y 1
r—
/ E 1b
`u
e
p
L — — —
p �
I = I I
p
P4 0 X
IU
_
O
r ® t — — — — Recess for —
,
° --- —---- --- Garage door p p
°°
p p e °
FL_
II'-6"
6'-2" 3'-5" q'-O"
\I2" x 12" concrete column block filled
with concrete and (2) #1 bars vert. tied
into lintels above
FOOTING
SCHEDULE
Mark
S1W
Description
I
14"W
x 14"D
MONOLITHIC FOOTING
WITH 2 45 BARS CONTINUOUS
F
12"W
X 12"D
MONOLITHIC FOOTING
WITH (2) #6 BARS CONTINUOUS
F
30"
x 30" x 16"D
COLUMN FOOTING WITH (4) #5 BARS EACH WAY
F
s"W
x 8"D
THICKEN SLAB EDGE
WITH 1 45 BAR CONTINUOUS
lg14"W
With
x 14"D
Curb at Garage
MONOLITHIC FOOTING
WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0"
rz
R00F SHEETING
ATTACHi1ENT DETAIL
I. Minimum Nail size = ua ring snanK tmin. A.7 ivriy"
2. Minimum Screw Size = U8 x 2"
3. Minimum Sheathing Thickness 19/32" COX Plywood
4" inBpermlit nfo`boxaonathesenplanssore zoner0S stated
ICe
Area
Ede
Field
Fastener
Max.
Pressure
Zone I
6"
6"
Bid ring shank
45 psf
Zone 2
"
6"
Sd rin shank
"I6 sf
Zone 3
"
'i
Bid ring shank
84 psf
** Zone 3a
1 6"
1 6"
198 wood screw
F-27 psf
** Use nails or s rews based on pres$ure for rg oT 8LDLBO
in permit info %ox on these plans t�or zone 3
Concrete
/ Lintel
Column
Verify wit� Plain
Provide #5 bars with min. 48 bar
diameters overlap into beam. Tie
filled call steel into continuous
beam block steel.
Provide Cast -Crete
BUS-OB/OT precast
lintel set in mortar `
Min. 8" Bearing
12 "x 12"
lumn Block
Rebar
Reber 48 Bar Die.
Min. Overlap
to Lintel Attachment
NITS
I
I
I
I
r -
LINTEL SCHEDULE
Mark
Window
OrD
Unit
wilt
Lintel
Size
- rate
Cast ic
Specification
owe of
He Block
Above
" "
Bottom
Steel
9'u
Top
Steel
°"z'
Max_
Gravity
Load
tPLF)
Max
U 111
(PLF)
Max.
Load
fPLti•>
L22
T-2"
3'—v
8F8—OBAT
I
#5
3069
1569
1024
L31
—6"
4'-0"
BP8—OB/IT
I
#5
26LI
1343
163
L45
4'-5"
5'-10"
811118—OBAT
I
#5
1105
909
339
L90
5'-O"
6'-6"
or8—OBAT
I
#5
1236
ass
121
L40
6'-8"
1'-6"
8f=8—Oi3/IT
I
#6
1011
121
534
L80
B'—O"
r-4-
era—IB/2T
I
05
2
45
152
591
112
L90
9'—o"
101-0
SFe-19/2T
I
#5
2
#5
643
530
401
L405
9'-O'
10'-6"
BFI6—I5/2T
ONE
1
#5
2
#5
1533
1183
401
1_I00
10'—O"
11'-4"
era—i5/2T
1
#5
2
#5
582
494
452
LIOOB
10'-0"
II'-4"
BRIG—IH/2T
ONE
I
#5
2
#5
1366
1028
462
L120
12'-0'
13'-4"
BPS-IB/2T
I
#5
2
#6
411
428
324
LI20B
12'-o"
13'-4"
BFI6-I13/2T
ONE
I
#5
2
#5
1015
110
324
L140
14'-O"
15'-4"
8111I6-IS/2T
ONE
1
#6
2
#5
1250
409
259
L190
IV-O'
IT-4"
1 8F8-Is/2T
I
tt6
2
#5
300
192
144
L160B I6'-0" 11'-4" BFI6-IB/2T ONE I #6 2 #5 450 500 194
- ALL LINTELS SHALL BE MADE BY CAST-CRETF.
- 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 PRESTPESSED.
Provide #5 bar set in pro -cast
lintel into beam where length of
the opening calls for it.
Provide PT Buck
r:..,
t•;
',I
attached per
r
,Jamb
details into filled cell
Sill
{..
f.
„I
"-Poured Filled Cell
Provide #5 bars with min. 48 bar
diameters overlap in filled cell. Tie
filled cell steel into continuous
tooter steel.
SINGLE PLY REAR GiRDER TRUSS
Nail 2" x 4" blockinug to vort. leg of
truss with 10d x 1.5 nails at 4" o.c.
Install Simpson MGT into wall using
N 5/8" dia. threaded rod set min. 12"
into wet boom and (22) 10d nails into truss
Poured Concrete or
concrete block well
Poured Concrete w or
Poured block wall \\L
Concrete Anchors For
Manufacturers Specs
TRUSS BLOCKING DETAIL Flush Mounted
AT GIRDER STRAPPING
AT CENTER BEARING POiNT
1/am thick light textured stucco installed per
ASTM C 924 over ASTM D type 2 paper backed
wire lath nailed to substrate through one lager of
ASTM D Tggpe 2 felt paper using 8d nails. Substrate
to be 19/32' COX Plywood nailed at V o.c, in field and edges with 10d ring shank nails into studs.
Union Corrugating Co. 26 ga. 5V crimp metal roofingg
FL#: 1211.4 Attach roofing to deck using #9 x Imen
wood screws with washer Per Approval over 30 lb felt
underlayment installed with min. 4' side laps
and 6" and
laps fastened with corrosion reaistant tin
caps with 1 1/4" ring shank nails spaced 6" o.c.
at all laps and two staggered rows 12" o_c. in field.
Roof deck to be 19/32 COX plywood nailed to
trusses with ad x 2.5" long ring shank nails per sheeting
attachment detail on roof plan
Max allowable uplift = 85.8 psf
Simpson HETA 20 or equal 12
hurrads
icane anchor et each true
with (10) IOd x 1 1/2" W
( 24" o.c.) suppporting Max.
18101bs. uplitt
Aluminum Drip
Edge t Fascia
12"
2" x 6" Sub-F
Kaycan full o vent vinyl sofrit installed
usin 1/8" die shank x 15" long 8aly.
roo�ng nails with 3/8' din, head per
product approval — see chart sheet #1
12' x 12" concrete column
block tilled with concrete
and (2) 41 bars vert. tied
into lintels above
thicken edge to 8'x8'
with concrete and
one #5 bar continuous
BEYOND
Top of footer
16" below finished floor
_a
1/2"
horizontal wood
into vertical a
Aluminum Drip
Edge E Fascia
Flash and Counter
flash
Nail ledger to
gable end trues
with (2) IOd is
at each web
an 9/8" hrrib lath
ntal and vertical wood
r staples to provide
f" penetration into
min and 3/4" penetration
{raining members
5/8" thick light textured
stucco on typical concrete
block construction
Vanes - 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 —
a Slope per foundation plan
ry;
1111-1�11=1I1�
IIII IIIII�III� llil-�l—il-till 3 Tualcal
ON
a Anchors Per
.urers Specs
I/4"Max.
Aluminum Panel
Sass per manufacturer
- See Tgpical Stud Detail
1/8" x 3/32" wing Nut e/
`$ appropriate mother and spacing
per manufacturer's Details
ti as3"
Nil
er Detail
Stud Detail
Stud w/ Die Cast Zinc Nib
Nickel Plated wing Nut
nts
Brace Gable and
with 2" x 4" SYP #2
art back nailed to bottom
of top chords using (2) 10d
nails at each truss
PRE-ENGINEERED WOOD TRUSSES
> e 24"o.c. TYPICAL
( shop drawings by manufacturer )
R-30 blown fiberglass
%in bottom chord of trusses
-1/2' drywall with smooth finish
Two rows of beam block filled with concrete
and (U #5 bar Pont. in each row. Substitute
Ear
lintel filled with concrete and (1) #5
bar Cont. for bottom row over openings
I/2" dr well over I" x Furringg
etrlps ar 16" o.c. with R4.1 ?,-roll
-Insulation on t pical 8" Block walls
N
LU
2
N
'Q
an
r_
X
ohm
N
Quo
Ul
a
uCc
.,�
U
N p 0
00
Ems_
to U�
U N
All drywall to be installed per FBC R102.3.1
and shall meet all pertaining ASTM codes.
Mortar to be Tgpe "M" onl4 proportioned _per F C R601.1
and Mortar joints shall comply with FBC R601.2-1.
Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...)
Flil call with concrete and O O
tU #5 bar vert. (typical).
'Max. spacing shall not exceed
48nWood see foundation plan notes For unless otherwise noted — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET
see
Base spacing at cps"'rigs — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET
4" concrete slab with fibermesh en over
6"xL" tt10/10 wWM on 6 mil Viaqueen — 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.
_ _ 11— ALL TRUSS TO TRUSS CONNECTIONS BY �i-
=11 IIII IIII li, lilt TRUSS MANUFACTURER
II=III =IIII — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR
14° FI TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION
Section at Front F'orch — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE
�n;PM Rnalzn �11PVFY TO TRIJSS COMPANY PRIOR TO TRUSS CONSTRUCTION
hurricane anchor at each truss
( 24" o.c.) supporting Max.
1810 lbs. uplift
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
ETA 20 truss leg per detail on this cheat
IN
HE FAA
IV
EWA
Own
IN
a
IN
all
lmwffi�lm
� rn
CL
3 'V'
)N
Brace Gable and
4" 5YP #2 min.
nailed to bottom
rds using (2) IOd
Ills at each truss
FLAN
--------------
ETA 20
--------------
Braden t Braden AIA, PA
UJ nne BuildingCOf .
Date Drawn :
Revisions
10-18-I6 Product
Sheet
Comm
Architects - Planners
417 S.E. coconut Avenue
t
� 2 Grand Carlton 11
GAR,ACsE
RIGHT
�� mnlbb
�=
Approval Revision
�
12 — 21
Tel : (112) 281-8258
Q.C.U.
.
Fax : (172) 281-8283
Spanish Lakes
Chocked bg:
E-mail: bradenai no comcast. net
St. Lucie County Florida
OF 5
StaArt- FL 3,I99L UAAC000032
_._
PANEL
"All
Dirt#
Description
Wire Load BR Poles
Poles
BR
Load
Wire
Description
Dirt#
2
40
1.0 kw
#9
A/C comp
I
2
AHU
#10
3.5
kw
30
2
3
4
2
30
4.5 kw
#10
40 gal. water HTR
5
6
Rana
#G
12.0
kw
50
2
7
e
I
20
1 1.8 kw
#12
1 Pump
9
10
Dr er
#10
5.0
kw
30
2
I
12
1
20
1.5 kw
#12
13
14
Dishwasher
#12
1.2
kw
20
1
1
20
1.6 kw
412
Microwave
16
it.
Refrigerator
#12
1.2
kw
20
1
1
20
1.5 kw
#12
Kitchen S.A.C.
11
18
Recepts
#12
20
1
I
20
1.5 kw
#12
Kitchen S.A.C.
19
20
Recepta
tt12
20
1
20
1.2 kw
#12
Clothes Washer
21
22
Recepts
#12
20
I
1
20
0.81 kw
#12
Garage Door Opener
23
24
Recepts
#12
20
I
1
20
1.4 kw
#12
25
26
Recepts
#12
20
1
1
20
1.92 kw
#12
21
28
Recepts
#12
-
20
1
1
15
#14
General Lighting
Z9
36
1 Recepta
#12
I
20
1
-
1
is
#14
General Lighting
31
32
Recepts
#12
20
1
-
1
15
#14
1 General Lighting
33
34
Exterior GFCI
#12
20
I
-
I
5
#14
General Lighting
35
36
Bathroom GPI
#12
20
1
-
20
#12
Smoke Detectors
3"1
38
General Lighting
414
I5
I
-
1
20
#12
Bathroom GFI
39
40
General Lighting
#14
15
I
-
spare
41
42
1 spare
PANEL
"A" LOAD
CALCULATION SHEET
Load Description
Qt .
Watts
Total(Watts)
General Lightng..(S. watts sg, ft.) .
Small. Appliance, Circwt(s7, „
Range ........ ......... ..................
Refrigerator..................................................
Microwave
..............................................................
Dish, . Washer ...................................................
Clotfies..Waaher.. .. .....................................
Clothes. Dryer ................................................
Water, Heater .................................................
.Water„ Pump ...................................................
.. .......
.........
...................
......
. , , ,
1135
3
5,205
2
1,600
3,000
I
12,000
12,000
I
1200
1200
1
1.500
11500
I
1200
1,200
I
1,200
1,200
1
5,000
5,000
1
4.500
4,500
I
1800
1800
_
810
810
First 10000 Watts
0100%
Total
1
Watts
10,000
31.415
10 000
Remainder
21,415 "40%
1
O
10,944
Electric Heat or A/C 10,000 945%
1
10.000
10,000
Calculated Load
Watts
30.946
Voltage
240
Calculated Wattage Divided bg Voltage =
Total Amps
Panel Size Required =
129.F
150 Amps
Electrical SImbol Leerd
S
Single Pole switch
®
Recessed Can Light
Sg
Double Pole Switch
®
Eyeball Recessed
P9
Push Button Switch
„Sf
Exhaust Fan
Duplex Outlet
Ceding Mounted Light
Special Receptacle
0-
Wall Mounted Light
Light with Pull Chain (attic)
Waterproof ground fault circuitInterrupter
ro
®
Floor Duplex Outlet
©
Computer Connaction Jack
Fe-m-1
Carbon Monoxide Detector
42
Flood Light
TQ
Thermostat
®
Electrical Panel
Central Vac
rc::3i
Electrical Meter
d
Smoke Detector
Ceiling fan
©
Television Jack
aTelephone
Jack
Ado
A/C Disconnect
®
1 x 4 Florescent Light
®
2 x 4 Florescent Light
SPKR
Speaker Hook -Up
❑I
Intercom
H.B.
Vent thr_u
JO_TTIt---
PATIO/SLAB
I
I
GR AT
RgOM
I
I
Center Registers
163 CFM on ceiling fan 113
IOxCOxIOxlOxl FMl
DINING
ROOM
W_
- 18 x4 fl�'�"A i I
T �ai�rn�
i
I
I
I
I
I
I
83 CFM
12xbxl
I
Lam_
I
SECOND
BEDROOM
2x x8 1 i
- THERMOSTAT LOCATION O
110 CFM
12xexe
110 CFM
12xax8
12 B/A
�F - - - - - ----- a /i
I2
12x12x9IT T()
B/A
I
L 0
I
Inu
L
8x xi
21 M
BAT9
Soffit
10°
^°
K 1
ILO CFM
12x12x1
4 C
10 xL
1
4��
0
1
- O
--
o--LWU
22" x 54"
#I
I
L
A with Access
ht ~ I
QQI
�
l-==�
150 Amp
Meter
Panel
3 XI)s {{
GARAGE
COVERED
PORCH
ME�HANI^P_ LPY(IJT
Electric Notes: SCALE: 1/4" = I'-0"
I.
2.
Use copper wire onlg, no aluminum.
Provide and wire all required smoke detectors.
17. 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 fans shall be on a rheostat.
the requirements necessary for the equipment to be placed in
5.
paddle
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
4.
ALL exterior outlets to be WP/GF1 protected.
shall comply with all local codes and ordinances, and shall
1.
Recessed cans to be installed per NFPA requirements,
meet all standard requirements of the local electric utility
8.
AFCI receptacles are required in all rooms except
and telephone company.
Kitchen, Bathrooms, and Garage.
9.
A/C Return Air Balance Must comply w/ FBC RM1402
be
19. The electrical system shall be completely and effective)
10.
A/C Refri er nt lines that are run thru slabs must
AV
grounded as required by the latest edition of the N.E.C.
11.
sleeved in
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
abets where applicable.
contractor, the completed system shall be fullg operative.
13.
Contractor shall pay for all fees, permits, testing, and
21, All equipment and panel sizes shall be verified before
re
inspections including blower testing wheregwre
crdering. 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 habilitg and property damage for the
or as selected by others.
duration of the work.
14.
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
r----------------- iI
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
A/C disc.
AM
#2/0 Aluminum lead
I /s' Conduit � pq EL
M TE
AHu
2" PVC ( FPL)--r'
2" ri id service FPL - E
Bare #L c s care
to #5 cont!jegar in slab
ELECTRICAL RISER
- Contractor shall use AL-CU Landing lugs. NTS
- Contractor shall torque lugs I.A.W.
manuracturera recommendations which
shall be verified prior to construction
PATIO/SLAB
,-,C`overed Porch `\
1 !
1 �
w.b. GFI
MASTER
BEDROOM
v S'
V V /
I /
G R 1 AT Smoke / Carbon ---
R0 M Monoxide Detector
Combo
I �\
M
I
I S� GF
IL
� Q
I� I LI SET
N 1�
11 I
11 1 =
DINING I L
ROOM I G�, F F- G GF IH
\ \ I ✓i� ° S�Ail
�S K17CHEN �\ i
_ 5Epke_ / C rJbgL - J
fTonoxI a- Ietector I I
L
F1 Hines Cj Combo
3'-2" 3'-2"
H.B.
0\\1
so M /
Exhaust Duct F If
Thru Soffit \\ GFI
-- - - - -- L40 42"h GPI
g \ I H.
rLu
enter > I 22" x 54" 1
! tj Attic Access
! I i I with light /
N �COND �Q� L,
Optional P IVO Amp
XV S ® panel location l / Panel
� � Pull chain /
/ light in attic
m 42"h GFI
94 Pa GARAGE
/\
/ \ Garage
- Door
Opener----------�
Wire For Y
Front Post
Light p. GPI
I I
I I
\ I I
I 1
I I
ELECTRICAL PLAN
L'-3"
Post Light with
I Photo cell
m
N
N
Exhaust Duct
Thru Soffit
4" Exhaust
Duct Thru
Wall
0. GFI
TrInstall dine.
l
under disc.
not shown for
-. clarity
Q
A/C /1
eter
SCALE: 1/4" = I'-0"
Attic Ventin Calculations FBC 2309.1
Total Attic Space = 2124 sq. ft.
Venting Ratio I/ISO = 14.I( sq. ft. required
Provide A Continuous Vented Soffit
4
r0.
{ W.J
�ld+5t rW+�l a� t r g - • .
A=LIFE SAFETY WARNING
This symbol identifies L'Iby all personsafety rinstallingntrussengs that shod be read
s.
given special attention
SPAGING NOTE
s ALL TRUSSES ARE TO 8E SET
AT 2•-O' ON GENTER
EXCEPT AS NOTED
MULTIPLE PLY TRUSSE ENGINEERIN
ASTENED TOGETHER PER
TO
BEFORE SETTNNINGREFER O DET RMIN
ENGINEERING ..1 ens C DI V L
M
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
30' Span or less A& 30' to 60' Span A
Spreader Bar
60 degrees
or less
7,n
n/ PProx.
T
R TO BCSI
Tet this way if crone used.
T, your truss may rutmatchInt., sets truss this w.y.
a�-APProx 2/3 to _�
�Linge 1/2 of Span
REFER TO BCSI
,es must be set this way if crane used.
This is an example, truss may not match.
Insist crane operator sets truss this way.
All load bearing walls, headers,
beams & lintels must be in place
at indicated height before trusses
A are installed. A
E'aj
HE E TRUSSIIGNED FOR AIR HAUIRE ENTND ERS S NOTED ELSEWHERE IN THE ROOF ORFORDING CODE AND AIC DESA/C REQUIREMENTS. I GN REQUREMENTCONFSCTH BUILDING DEPARTMENT AND At CONTRACTOR.
V REPRESENTS A HANGER _
Oarrying Girder
For Truss to Truss
Connections see
Na,ls must be as
hanger/connector shown. Guide tabs o
schedule in eng
ineering Dome angle nails.
package. Carved TruSS
SEAT PLATES BY CHAMBERS
INDICATES LOAD BEARING WALL
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-1"
ABOVE FINISHED FLOOR
M
12
4.00 F__
upset=114" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-1"
TYPICAL END DETAIL
12
4.00 r
8_
2.00
12
upset--1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-1"
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
71
GARAGE LEFT
,
FABRICATION AGREEMENT'
R098E8 CANNDT 6E STARTED UNTIL THIS ppREEMENT L4 SIGNED & RETURNED
ire twat description of the propedywhare the trussea will be Installed Is: .
Iwaes will to made In stdd accordance with this hose placement diagram layout,
a the sole authod y for deternkdng successful fabdtmtion of the cusses.
I dimenslons In this layout have been verified by the undersigned.
dells written notice le provided by scented map to Chambers Truss within ten (10)
f delivery ths undersigned agrees that no baokdtaryss.wlll be allowed. In the event
Man notice b fumished Chambere Trues Shen have three ll bansjgores days a event
n repsh required or to substitute other trusses, at Chambers opildh.
e undersigned admoweedge. receipt of "aC311-09• summery sheet by TPI 8 WPG4.
reveryb W Job alto. a b the truyer'i rospons@Illty to make the Job site all
for
r. Chambers Truss has the Sole authority ro determine the Sunablllty of the Job site of a
of theJob sne for dsihrory. Chambers Trues win be responsible for dump delhrery onty.
e Job arse isnalbil for not prepared iw al delivery expenses if Chambers Trues has to redeliver
Nary w buyer Is not prepared for delNary of triunes.
r responsible to Chambers Truss for towing Coale due t0 she condlteono.
ce as sham in paragraph 7 below is subject to change n arry ch nges are, made In
iuL A tI50 per hour fee for revisions maybe charged'by Chambers Teas. •
its Is a PURCHASE ORDER to Chembem Tnras of the sum agreed to, w If nn.
ant a reasonable price. Invoice wig be made on delivery and paid wltidn lama of ndt
rery. Invoice may be made at scheduled date bf de]Nery H buyer cannot ecapt
'of fabricated tosses. The undersigned agrees to pay Ch Sm.Tluss reasonable
rs fee for oollectlbns In event of payment not timely made. 1.12 % per month selvlcs
will be added for all sums not paid within terms.
mature or Initeals anywhere on this sheet constitutes agreement to an termslremin.
consideration of Chambers Truss extending credit for this material the undersigned
gonally guarantees payment when due of any and all Indebtedness oared to
re Truss by any enreeelWrg mated', and the undersigned agrees to pay such
loess Includitity ng aflomays fees, If default in payment for material be made by the
L 1.
the event of arry Illigedon conoeming thls agreement, the hems famished hereunder
Onto refaced to heraln, ft parties agree that the sole venue for any such action will
Lade County, Florida.
imign responsibilities are per'Natlons, Standard And Recommended ouldelhes On
dbilges For Construction Using Mehl Plate Connected Wood Trusses
7IINTCA 4-2DD2- '
hlliiltiple ply trusses must be fastened together per engineering
je#ore they are sell failure to do so can result.ln roof collapse.'
fgpiporary and permanent bracing are required and can save life
-.and property and Is the responsibility of the truss erector.
.1
Ady .. _
rthe contents of the Information packet Included on delivery
before setting trusses.
;';;r'T"ses mustbesetand braced p!�dosign io piworttWfay& dafmage.
Trusses must be set plumb and square
.Do riot bet bunks or stack of plywood, roofing material or any
.Vfher colrcentrated loads on trusses, this can cause collapse.
.:' Dq�.0 NOT SET TRUSSES USING THIS LAYOUT
'-'USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES
l
CHAMBERS TRUSS • INC
:Zri I
3105 Oleander Avenue
i,•,! :,. Fort Plerce; Florlda 34982-6423
t 800-551-5932 -
I
Pd}tPietee 772465-2012 Fax 772-465-8711
@io Beach 772-569-2012 Stuart - T72.286-3302
i Z. Wah Site! CHAMBERSTRUSS.COM
The Architect's or Architect's representative's
aggroyal ISM OT a
"double cheek" 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 g vlty and uplift loads and
their re p dive loco to IS.
Approved B
Date:
1raden & Braden A.I.A. P.A.
92.0/93.2 MITEK 4.2
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 —
S
Loading in PSF
Roof R.D.L.
Top Chord Live
20
y
oj
Top Chord Dead
7 4.2
Io
Bottom Chord Live
10 Non -Concurrent
c
Bottom Chord Dead
10 3
cl
TOTAL Load
37 7.2
c
Duration Factor
1.25
of `
Wind Speed
165mph
w
Top Chord C.B.
Sheeting by builder.
H
fe
:E
Bottom Chord C.B.
Sheeting by builder.
~
Highest Mean Height
14'-0"
No
Building Type
ENCLOSED
Building Category
II:Non Restrictive
Exposure Category
C
Barrier Island
No
Conforms to FBC 2014
LL
W
fn
a
GARAGE RIGHT
13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Chambers Truss Inc. Drawing Name: M11323
Scale: 1 /4 = 1'
72 total trusses, 13 different trusses.
MI 4: SAE ACAD: SAE Reviewed By: Xx 4171,f--
Date:04/24/12 Revised:10/07/15
FOR
WYNNE BUILDING CORP.
DESCRIPTION:
62' GRAND CARLTON III
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE _7 !D tg
M 11323 / g 0/ 4M,�d AAJ