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HomeMy WebLinkAboutBldg plans\nc) \� �) �Jxl
File CoP3
8'-1" T.O.B.
0'-0" = Finished Flo
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12
2( gs. 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 1felt underlayment installed with min. 4' side laps and L" end
laps fastened with corrosion resistant tin caps and with 5" ring shank nails
spaced L o.c. at all laps and two staggered rows 12" o.c. field. Attach
deck to trusses using attachment detail on this sheet
12
4 SLOPE
2
i
® O 5/8" thick light textured �{ stucco on typical concrete
block construction
.2„
F
OH
or
5/8" thick x 8"w cut
coral finished stucco bands
1-EF7 ELEVA710N
SCALE: 1/4" = 1'-0"
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12
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 Ib felt underlayment installed with min. 4' side laps and 6" end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach
deck to trusses using attachment detail on this sheet
5/8" thick x 8"w cut
a, finished stucco bands
3
thick light textured
stucco on typical concrete
block construction
— — — — — — — — — — — — — —
RIGHT ELEVATION
Finish Columns with
5/8" thick cut coral
finished stucco bands
1"
H.
9/8" thick x 8"w cut
coral finished stucco bands
ELEVA710N NOT�S:
GuIF Coast Supply and MFG 5a Crimp Metal roofing ck sing # TERMITE0;U8%J 0A7� ENTS
26 ga. Svi crimp metal roofing attached to plywood deck using #9 x 1.5" �+T
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(type 2) 30 lb felt underlayment metalled with min. 4' side laps and 6" end ARE THERESPONSI9I OF laps Fastened with corrosion resistant tin caps and with 1.25" ring shank nails THE R PO SIBI
spaced 6" o.c, at all laps and two staggered rows 12" o.r� m field. Attach of R
deck to trusses using attachment detail on this sheet \
St thick light textured
stucco on typical concrete
block construction
REAR ELEVATION
- Overhangs at 1'-O" unless otherwise noted on Roof Plan
- Roof pitch at 4.12 unless otherwise noted
- Ang changes to this plan Shall be submitted to the architect
for approval In writing prior to starting construction.
- Return ALL Stucco Bands into LUlndow or Door.
12
SLOPE 4
SCALE: 1/4" = 1'-0"
12
SLOPE 4
ALL MANUFACTIJAIM LA13L
U FACTORS AND SHGC O
WITH FBC ENERGY CO
REMAIN ON ALL DOORS M
UNTIL INSPECTIONS ARE
M
12" THESE PLANS AND ALL PRO OSED WOF
D.H ARE SUBJECT TO ANY COI RECTIONS
REQUIRED BY FIELD INSPEII TORS THA1
N'MAYBE; NECESSARY: IN C RDERTO.
COMPLY WITH ALL APPLICA ILI CODES
Finish Columns with
5/8" thick cut coral
finished stucco bands
SCALE: 1/4" = I'-O"
Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12
in.. 5v crimp metal roofing attached to plywood deck using #9 x 1.5"
screws with self sealing washer at 12" O.C. max apacing over ASTM D
2) 30 lb felt underlayment installed with min. 4' side laps and IV end
fastened with corrosion resistant tin caps and with 1.25" ring shank nails
id 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach
to trusses using attachment detail on this sheet
2..
8'-1" T.O.B. Ah
22 II H.
H. o❑ ❑
5/8" thick x cut F(D
n
coral finished stuccoo bands
o'-a' =Finis ed Floor Ah Finish Columns with 5/8' thick light textured
a.aIRV 5/8" thick cut coral stucc o on typical concrete
finished stucco bands lock construction
2" x 4" top plate 1I 1/2" drywall ceding on truss bottom cord
1/2" drywall on
2" x 4" studs at W' o.c.
base —board ----\ 11 11 / 2" x 4" F.T. bottom plate
FRONT ELEVATION
\ 4" concrete slab with fibermesh
OR
6"xL" 410/10 WWM on 6 and Visqueen
over
clean compacted termite treated
fill
nterlor Non—Bearinq Partition
nts
Braden it
Braden AIA, PAL
Wgnne
Building Corp.
Architects
- Planners
S.E. Coconut Avenue
The
Gr a n d C eIr l t
n
Tel el :
(172) 28�-8258
Fax :
(112) 281-8283
Spanish Lakes
E-mail:
bradenala8comcast.met
St. Lucie
County Florida
Stuart. FL
34994 #AAC000032
}ZF.VJTIN FD FO ONIiP- LA -NC,
DATE
ur sic ANl) M11T M17ST Bf
OP; hO INS1'ECjloN MILL LE
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 Plywood nailed at L" o.c.
in field and edges with IOd ring shank galvanized
nails into truss webbing.
12
SLOPE 1,4
-II
-I
I�•�7i
I -I
II -
SCALE: 1/4" = 1'-0"
R
5/8" thick x 8"w cut
coral finished stucco bands
—0'-4" A.F.F.
ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING
OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP.
AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE
PERMITTING INFORMATION (FORM 100)
Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading
Building Design is: Enclosed Risk Categorg: II Wind Velocity: 165 mph ultimate
Mean Roof Height- ll'- " Roof Pitch: 4:12
Internal Pressure Coefficient: t 0.18
Subjectabditg to damage from: Weathering: Negligible Termites: Veru Heavu
Width of Roof End Zone: " Wind Speed: 165 mph ultimate
Wind Exposure Classification: C
Adjustment factor for Exposure Height: 1.21 x 0.6 = 0.126 ASD desi�ggn
Load Combination: ASCIE -10 Section 2.4 DL+LL; DL+0.6WL; O.LDL+O.6U)L
Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 psf
Roof Zone: 2. +20.6/-51.0 par
Roof Zone: 3. +20.6/-84.0 psf
Components t Cladding Wall End Zone Width: 3'-4"
Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 oaf
Wall Zone: 5. +35.8/-41.8 par
Components t Cladding Wind Pressure (NET) on Garage Door. +32.0/-40.3par
Shear Walls Considered for Structure? Yes
Continuous Load Path Provided? es
Are Components an Cladding Details Provided? Yes
Minimum Soil Bearing Pressure: 2,500 psi, Presumptive: X By Teat: psi
This Building Shall Have the Following:
APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER:
ROOF LIVE LOAD: 311F _ pat ROOF: DEAD LOAD: 10 par
FLOOR LIVE LOAD: --IS— Rat FLOOR DEAD LOAD: 10oaf
JOB ADDRESS: ' `A O moo.-- �
.ITCH
0 = Roof Zone I
Walla Zone 4
EM = Roof Zone 2
Walls Zone 5
END ZONE
= Corner Zones
Roof Zone 3
Date Drawn Revisions : Sheet Comm #
3-1-14 10-18-14 Product
GARAGE Drawn . b Approval Revision
RIGHT �.C.0 - 4-4-11 Plan 12 — 2 7
Checked by: review revis
D.R.B. OF 5
File Copy
FLOOR FLAN CRASH POST DETAIL
TYPICAL NOTES: SCALE 1/4" = 1'-O"
I. Contractor to verify ALL notes and dimensions prior to
39" high by 4" diameter
steel crash post. Floor
proceeding with work.
Flange wlth 4 - 3/8"
2. Contractor to STRICTLY enforce ALL OSHA Requirements.
expansion bolts Into
slab (3/8"t so ksi steel plate)
3. ALL Lumber to be used as Beam, Rafters, etc... to have
a minimum 1,400 P.S.I. fiber stress.
<6.1�
4. No dissimilar metals to touch.
2'/2" 2rs"
S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete.
ALL Concrete used for vertical filled cells, cont. tie beams etc.. to
shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix
/3,8••
°
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.
12'
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.
I1. Contractor to Provide a 2'-8" wide door at one bathroom for
2
handicap accessibility requirements.
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
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
Masonry Beam
flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation
I" x 6" P.T. Buck Walled to
block with case hardened nails
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. G psum board material shall conform to ASTM C3�, C�9, C415, C514, C630, C931
C40, C1002, C1047,C11-11, C11-18, C1278, C1395, or C1396 and shall be installed
according to the following: (FBC R102.3.5)
Drywall
Thickness
Location
Orientation
Framing
Member
Max,
of fasteners
spacing
Nail sizing options for
installation of dr wall into
Spacing
Maximum
wood Framing members
Nails
Screws
2" x min. thickness
13ga 1 3/8" long with 19/64" head
Ceiling
Perpendicular
24"
1"
12"
OR
0.098" dia x 11/4" long
annular -ringers or 5d cooler nail
/2
OR
Walls
Either
16"
all
141,
0.080" dia. xx 1 5/8" long with
Direction
15/64" head
d R
Gypsum board nail 0.086" dia.
x 16/8" with 9/32" head.
13ga 15/8" long with 19/64" head
Ceding
Perpendicular
24"
T
12"
0.098" diameter x 1 3/8" long
annular -ringed or 12 cooler nail
e
R
Walls
Either
16"
g"
16"
0.092" ills. x I 1/8" long with
Direction
I/4" head
OR
Gypsum board nail 0.0915" dia.
X I 1/8" with 19/64" fiead.
Install SGD thru buck into lJ O
block with 3/16" tap -con with U
1 1/2" penetration at 6" o.c. max,
from each corner and 20." o.c. max
thereafter at head per product approval
AREA CALCULATIONS
Living A/C =
1-446
sq.
ft.
Front Porch =
141
sq.
ft.
Rear Porch =
200
sq,
ft.
Garage =
321
sq.
ft.
Total Under Roof=
2108
sq.
ft.
2" VTR
JAL
I
I
I
21' VTR
Mastery/ i J;L
Bath
Lay. I
2" I
Lay.
4' 1 2" VTR
W
.C.
2'Shwr.shwr.
. Ta Septic
PLUMBING RISER
'Vi • xi 1" x 6" P.T. Buck nailed to
block with case hardened nails
Head prior to door attachment
fixed door
Use 3/14" tap -con with sliding door
1 1/2" penetration at 6" o.c. max.
from each corner and 20" o.c. max v Masonry Wall
thereafter at sill per product a proval �---
77 I/2" -
Bottom Track Typical Flooring
Sill Install SGD thru buck into
block with 3/16" tap -con with
19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, Belding DOOf DG-'tall I I/2" penetration at 6" o.c. max.
A108.1, A118.1, A118.3, A136,l and A13-IJ from each corner and 20." o.c. max
thereafter at Jambs per product approvalJamb
20. Cement, fiber -cement or glass mat g psum backers in accordance with ASTM At Masonry Wall NTS
C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall
be used as backer for the wall the 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 #1165IJ2
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 ASTMD
(type 2) 30 Ili felt underlayment installed with min. 4' side laps and 6" e
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach
deck to trusses using attachment detail on this sheet
Simpson HETA 20 or equal
hurricane anchor at each truss 12
with (10) Iod x 1 1/2" nails PRE-ENGINEERED TRUSSES
( 24" o.c.) supp�orting Max. 4 at 24"o.c. TYPICAL
Ie101ba. upliFt (shop drawings by manufacturer)
Aluminum Drip R-30 blown fiberglass
Edge t Fascia in bottom chord op 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
Kagcan full o vent vm9l soffit installed precast lintel filled with concrete and (1) 45
using 1/8" dia shank x 1.6' long gaiv. bar cont. for bottom row over openings
roofing nails with 3/8" dia. head per
product approval - see chart sheet #1 1/2" dr wall over I" x furring
strips al I6 O.C. with R4.1 fi-roll
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 T and shall meet all pertaining ASTM codes.
block construction bo Mortar to be Type 'M' only proportioned per FBC R601.1
and Mortar Jonts shall comply uuth FBC RLO1.2.1.
Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...)
45 bar vert. w/
30" overlap Fill cell with concrete and
at each filled cell (l) 45 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
6"x4" #10/10 WWM on 6 and Visqueen over
clean compacted termite treated fill
Grade
III IIII III III I a - � IIII IIIIIIII-IIII.
'i�i=IIII _ - ICI IIII=IIII- j1j1
14" CondFete footing
l4" with (2) #5 bats Cont. and #5
TY F i C A L SECTION transverse bare at 48" O.C.
Sca'.e : 1/2" = 1'-0"
WI dow
Sch�dul�
Mark
Size
Rou h Open.
Window Description
PRESSURE ZONE
I.
4'-5%"x 5'-3 %8"
54Y8"x *4"
Single Hung
ZONE 4
2.
6'-2%"x V-3i%"
15" x 63i4"
Single Hung
ZONE 4
3.
2'-2" x 3'-2 1/,2,,
1 271%2"x 38%"
Single Hung
ZONE 4
4.
4'-5%'x 4'-2%a"
54%a"x 54ya"
Single Hung
ZONE 4
ALL
Windows to be aluminum
windows w/ tint
and mullions per
elevations.
ALL
windows to withstand
pressures in permit info box on
sheet i
ALL
windows in bathrooms to
be tempered
All
rough opening
dimensions
to be verified by contractor
with
manufacturer s specs prior to construction
i
Door Schedule
Mark Size Rough Opening Door Description PRESSURE ZONE
A 9'-0" X 1'-0" 108" x 84" Overhead Garage Door ZONE 4
B 3'-0" X 6'-8" 41 %,"x 83%," Fiberglass Panel - Inswing ZONE 4
C 6'-0" X 6'-8" '14" x 81 %s"lorm of r ceu� Sliding Glass Door ZONE 4
D 2'-0" X 6'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 %2"
E 2'-6" X 6'-8" Solid Core - Wood - 6-Panel
F 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold
x 6'-8" x 1 %4" Solid Core Wood, Steel, or Masonite Door
H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel
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
GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL
WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1
All rough opening dimensions to be verified by contractor
with manufacturer s specs prior to construction
12" x 12" concrete column block filled
with concrete and (2) #1 bars vert. tied
Into lintelal above
Coveled Porch
8'-0" to ri' " A.F.F.
Vaulted telling
GR AT
R' OM
EGRESS
N
I
MIASTER
BEDROOM
8'-0" A.F.F.
Flat Ceding
I
I
I�
tR Shelf
41
Vanity to
34 Y2high-
N cn
r
to 9'-8" A. .
Vaulted Ceiling
DiNING
ROOMI
Vanity to be
34 Y2"high \
ll'-O 3/4
m
I
N
A.F.F.
(j Flat Ceiling
I- �N
SECOND
� -� BEDROOM
O '/0
O EGRESS
E0 o E 0 E "
3'-I" O
0 12" x 12" concre a column block f
th concrete and (2) #1 bars v r
I U) into li tels above
N
5'-4" 1
Install windows thru buck into
block with 3/1C tap -con with
1 1/2" penetration at 6" o.c. max.
from each corner and 20." o.c. max
thereafter at iambs 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
W S prior to window attachment
D e t a l l a t W 111 d O
NTS
Braden It Braden ,AI,A, P,4 Winne Building Corp.
Architects - Planners
S.E. Coconut Avenue The G r d n d Carlton
Teell : (�f12) 287-8258 _
Fax : (172) 28��-8283 S anrsh Lakes
E-mail: bradenaia comcast. net Sp, Lucie County Florida
Stuart, FL 34994 UAAC000032
2" x 6" knee -wall � L S E T
below counter top Qe I O M
L -
b,� 8 Rod Sfielf_
A
H
t---T
o BATS
9 i/4„ !41") o
High Wall
KCHEN
wer-hang - 81-0 A.F.F.
E ERGENi
d cc VFR D
tied ORC
6' 2„
I b
j H.-II Batts wlauon
4"4 Steel Ballard
8 I,„ ,%rLdAtall gn this sheet
22" x 5-4'Attic Access Provide auto
I _with light I closer
L
4" 15O mp
m Panel
GARAGE
8'-4" A.F.F. OLO
Flat Ceding
O
N
r-----------------�
Block wall in I
garage to be
struck block
I I
I I
I I
I
I 14, C
I I .
I
I
I I
0� C
Exterior face
of wall
TALL VULKEM BLOCK SEALANT
ALL JAMB, HEADER, AND
BLOCK PRIOR TO BUCK TALLATION LJeLdl1 at L)OOr
Date Drawn Revisions
10-18-16 Product
GARAGE Drawn by: Approval Revision
RIGHT C.C.U. 4-4-1� Plan
Checked by: Review revis
D.R.B.
Ulu
Q
W
ly
❑° O
Vent ryer
throug wall
A/C o
I
Meter
Attach buck to block wall with
1/4" dia. Elco cone screws with min.
1 1/4" penetration at 12" o.c, max
and 4" max From each corner thru
2" x 6" PT Buck
crews thru jamb into buck
ige and 15" o.c. max and
prior to door attachment
NTS
Sheet Comm #
2. 12-27
OF 5
12" x 12" concrete column block filled
with concrete and (2) #1 bars vert. tied
Into lintelal above
Coveled Porch
8'-0" to ri' " A.F.F.
Vaulted telling
GR AT
R' OM
EGRESS
N
I
MIASTER
BEDROOM
8'-0" A.F.F.
Flat Ceding
I
I
I�
tR Shelf
41
Vanity to
34 Y2high-
N cn
r
to 9'-8" A. .
Vaulted Ceiling
DiNING
ROOMI
Vanity to be
34 Y2"high \
ll'-O 3/4
m
I
N
A.F.F.
(j Flat Ceiling
I- �N
SECOND
� -� BEDROOM
O '/0
O EGRESS
E0 o E 0 E "
3'-I" O
0 12" x 12" concre a column block f
th concrete and (2) #1 bars v r
I U) into li tels above
N
5'-4" 1
Install windows thru buck into
block with 3/1C tap -con with
1 1/2" penetration at 6" o.c. max.
from each corner and 20." o.c. max
thereafter at iambs 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
W S prior to window attachment
D e t a l l a t W 111 d O
NTS
Braden It Braden ,AI,A, P,4 Winne Building Corp.
Architects - Planners
S.E. Coconut Avenue The G r d n d Carlton
Teell : (�f12) 287-8258 _
Fax : (172) 28��-8283 S anrsh Lakes
E-mail: bradenaia comcast. net Sp, Lucie County Florida
Stuart, FL 34994 UAAC000032
2" x 6" knee -wall � L S E T
below counter top Qe I O M
L -
b,� 8 Rod Sfielf_
A
H
t---T
o BATS
9 i/4„ !41") o
High Wall
KCHEN
wer-hang - 81-0 A.F.F.
E ERGENi
d cc VFR D
tied ORC
6' 2„
I b
j H.-II Batts wlauon
4"4 Steel Ballard
8 I,„ ,%rLdAtall gn this sheet
22" x 5-4'Attic Access Provide auto
I _with light I closer
L
4" 15O mp
m Panel
GARAGE
8'-4" A.F.F. OLO
Flat Ceding
O
N
r-----------------�
Block wall in I
garage to be
struck block
I I
I I
I I
I
I 14, C
I I .
I
I
I I
0� C
Exterior face
of wall
TALL VULKEM BLOCK SEALANT
ALL JAMB, HEADER, AND
BLOCK PRIOR TO BUCK TALLATION LJeLdl1 at L)OOr
Date Drawn Revisions
10-18-16 Product
GARAGE Drawn by: Approval Revision
RIGHT C.C.U. 4-4-1� Plan
Checked by: Review revis
D.R.B.
Ulu
Q
W
ly
❑° O
Vent ryer
throug wall
A/C o
I
Meter
Attach buck to block wall with
1/4" dia. Elco cone screws with min.
1 1/4" penetration at 12" o.c, max
and 4" max From each corner thru
2" x 6" PT Buck
crews thru jamb into buck
ige and 15" o.c. max and
prior to door attachment
NTS
Sheet Comm #
2. 12-27
OF 5
5'-4" 1
Install windows thru buck into
block with 3/1C tap -con with
1 1/2" penetration at 6" o.c. max.
from each corner and 20." o.c. max
thereafter at iambs 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
W S prior to window attachment
D e t a l l a t W 111 d O
NTS
Braden It Braden ,AI,A, P,4 Winne Building Corp.
Architects - Planners
S.E. Coconut Avenue The G r d n d Carlton
Teell : (�f12) 287-8258 _
Fax : (172) 28��-8283 S anrsh Lakes
E-mail: bradenaia comcast. net Sp, Lucie County Florida
Stuart, FL 34994 UAAC000032
2" x 6" knee -wall � L S E T
below counter top Qe I O M
L -
b,� 8 Rod Sfielf_
A
H
t---T
o BATS
9 i/4„ !41") o
High Wall
KCHEN
wer-hang - 81-0 A.F.F.
E ERGENi
d cc VFR D
tied ORC
6' 2„
I b
j H.-II Batts wlauon
4"4 Steel Ballard
8 I,„ ,%rLdAtall gn this sheet
22" x 5-4'Attic Access Provide auto
I _with light I closer
L
4" 15O mp
m Panel
GARAGE
8'-4" A.F.F. OLO
Flat Ceding
O
N
r-----------------�
Block wall in I
garage to be
struck block
I I
I I
I I
I
I 14, C
I I .
I
I
I I
0� C
Exterior face
of wall
TALL VULKEM BLOCK SEALANT
ALL JAMB, HEADER, AND
BLOCK PRIOR TO BUCK TALLATION LJeLdl1 at L)OOr
Date Drawn Revisions
10-18-16 Product
GARAGE Drawn by: Approval Revision
RIGHT C.C.U. 4-4-1� Plan
Checked by: Review revis
D.R.B.
Ulu
Q
W
ly
❑° O
Vent ryer
throug wall
A/C o
I
Meter
Attach buck to block wall with
1/4" dia. Elco cone screws with min.
1 1/4" penetration at 12" o.c, max
and 4" max From each corner thru
2" x 6" PT Buck
crews thru jamb into buck
ige and 15" o.c. max and
prior to door attachment
NTS
Sheet Comm #
2. 12-27
OF 5
2" x 6" knee -wall � L S E T
below counter top Qe I O M
L -
b,� 8 Rod Sfielf_
A
H
t---T
o BATS
9 i/4„ !41") o
High Wall
KCHEN
wer-hang - 81-0 A.F.F.
E ERGENi
d cc VFR D
tied ORC
6' 2„
I b
j H.-II Batts wlauon
4"4 Steel Ballard
8 I,„ ,%rLdAtall gn this sheet
22" x 5-4'Attic Access Provide auto
I _with light I closer
L
4" 15O mp
m Panel
GARAGE
8'-4" A.F.F. OLO
Flat Ceding
O
N
r-----------------�
Block wall in I
garage to be
struck block
I I
I I
I I
I
I 14, C
I I .
I
I
I I
0� C
Exterior face
of wall
TALL VULKEM BLOCK SEALANT
ALL JAMB, HEADER, AND
BLOCK PRIOR TO BUCK TALLATION LJeLdl1 at L)OOr
Date Drawn Revisions
10-18-16 Product
GARAGE Drawn by: Approval Revision
RIGHT C.C.U. 4-4-1� Plan
Checked by: Review revis
D.R.B.
Ulu
Q
W
ly
❑° O
Vent ryer
throug wall
A/C o
I
Meter
Attach buck to block wall with
1/4" dia. Elco cone screws with min.
1 1/4" penetration at 12" o.c, max
and 4" max From each corner thru
2" x 6" PT Buck
crews thru jamb into buck
ige and 15" o.c. max and
prior to door attachment
NTS
Sheet Comm #
2. 12-27
OF 5
GARAGE
8'-4" A.F.F. OLO
Flat Ceding
O
N
r-----------------�
Block wall in I
garage to be
struck block
I I
I I
I I
I
I 14, C
I I .
I
I
I I
0� C
Exterior face
of wall
TALL VULKEM BLOCK SEALANT
ALL JAMB, HEADER, AND
BLOCK PRIOR TO BUCK TALLATION LJeLdl1 at L)OOr
Date Drawn Revisions
10-18-16 Product
GARAGE Drawn by: Approval Revision
RIGHT C.C.U. 4-4-1� Plan
Checked by: Review revis
D.R.B.
Ulu
Q
W
ly
❑° O
Vent ryer
throug wall
A/C o
I
Meter
Attach buck to block wall with
1/4" dia. Elco cone screws with min.
1 1/4" penetration at 12" o.c, max
and 4" max From each corner thru
2" x 6" PT Buck
crews thru jamb into buck
ige and 15" o.c. max and
prior to door attachment
NTS
Sheet Comm #
2. 12-27
OF 5
5TRLUCTURAL
MOTES:
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 2,500 PSI AT 28 DAYS
1O
DESIGN LOADS ARE AS FOLLOWS:
ROOF (DL+LL) = 47 PSF
ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI
MIX AT 28 DAYS
WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41
BE 3000 PSI OR 4,000 PSI GROUT
EXPOSURE ="C"
3.
POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO
SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION.
11,
ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-I6, t
4
GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10
A-35 SPECIFICATIONS, ALL ANCHOR TO BE A - 301 STEEL.
WELDED WIRE MESH REINFORCING ON 6 MiL. POLYETHYLENE VAPOR
BARRIER TERMITE TREATED, CLEAN MACHINE COMPACTED FILL
12
ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR
(MINIMUM DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH
BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE.
BEON
MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH.
FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS,
SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE.
5•
LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS
BEFORE FILL IS BROUGHT IN. FiLL TO BE SPREAD IN 12" LAYERS AND
MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF
13.
MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
BUILDING CONSTRUCTION
FOOTING: 3"
BEAMS: 1-1/2"
6•
TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB.
14•
LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS.
I.
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 1400 PSI
ATTENTION OF THE ARCHITECT.
14.
ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000
e
GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER
PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE,
FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR
11
ALL LUMBER IN CONTACT WiTH ANY CONCRETE OR MASONRY SHALL BE
FO L ` D /47 0 ` , F
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'—II"
and Provide (3) filled cells on each side of openings from 10'—O" and up
Contractor to see plans for any other condition used. Foundation walls
shall have filled cells at 24" o.c. unless otherwise noted (see section)
6. Contractor to provide for Form Board Survey — Form Board Survey
to be provided to Truss Company prior to truss construction
7. Contractor to provide for soil test prior to construction and provide
a copy of soil test to architect for review prior to construction
S. ALL Reinforcing steel shall be grade 60, meeting ASTM A—I6 and
A-35 specifications. ALL Anchors to be A-30-1 steel.
9. Provide a minimum of 3" concrete protection at footings and
1-1/2" concrete protection at beams for ALL reinforcing bars.
#5 bar vart. w/
30" overlap SEE TYPICAL
at each filled cell ECTIONS
4" concrete slab with fibarmesh OR
VXV #10/10 WWM on IO mil Visqueen over
clean compacted termite treated fill
Grade
M =SEl I I I—
1 —IIII III IIII 14% x 14"d Concrete monolithic
footing with (2) #5 bars Cont.
All
TYPICAL FOOTING DETAIL
\ SgFZI F 172" = r-O"
4" concrete slab with flbermesh OR
6"x6" #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
#5 bar Cont.
Step per
a , foundation plan
ID" (2) #5 bars Cont. bottom steel
12"
DETAIL AT GARAGE STEPDOLUN
SCALE 1/2" = 1'-0"
12" x 12" concrete column
block filled with concrete
and (2) 91 bars vert, tied
intohntele above Verify house slab
height in field
Top of Tooter
16" below finished floc
IIII=IIII —
30"x30"AL" concrete
=IIII- column (footing with (4)
#5 bar# each way
30"
)LUMN FOOTING DETAIL
SCALE 1/2" = 1'-O"
Thicken edge to Vx8"
with concrete and
one #5 bar continuous
GRADE( \
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.
4" concrete slab with fibermesh OR
6"xb" #10/10 WWM on 10 mil Visqueen over L_i
clean compacted termite treated fill -
"lTf"✓'ri1T"—"'rl•
PORCH SLAB EDGE DETAIL
SCALE 1/2" = 1'-0"
#5 bar vart. w/
30' overlap
at each filled cell SEE TYPICAL
�ECTIONS
Adjust curb height
based on gar. floor 4" concrete slab with fibermesh OR
slope. Vx6" #10/10 WWM on 10 mil Visqueen over
#5 bar in curb clean compacted termite treated fill
Grade
R
—
mE; — —
II
"'LI —1 14% x 14"d concrete monolithic
footing with (2) #5 bars cost.
14"
9GARAGE CURB DETAIL
9 SCALE 1/2" = 1'-0"
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 TO WITHSTAND PRESSURES STATED NTS
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
'4 q
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
Braden t Braden AIA, PA
Architects - Planners
411 S.E. Coconut Avenue
Tel (ill) 281-8258
Fax (172) 287-8283
JB E-mail: bradenaiaBcomcast.net
Stuart. FL 34994 UAAC000032
34'-0"
20'-0"
r r°
_ _ _
°
t
_ _ _ _ _ _ _ _
I
4 L—J�
n
n e a u e
1-1-i_i- °
r— — — — — — — —�
--li
IJ�
L 4
FI
I
Filled cell under
girder above O
I FI
o
I
II m
I I
4 I
—
Rear Patio/Slab
I�(L
4
o be poured separate -7
W
From the house slab.
1
I o
In I
I N
°r
I
I 24Thicken footing to
w x x 4L
a E I under filled cell FI
0 0 o El I L.11011 o-z'Az4 o =o J under girder bearing.
r— — — — — — — —
Rear Patio/Slab to
I be flush with bottom of
sliding door recesa.
Slope 1/2"
-, I I
-a
l I
�I I
I F1 I
^,
I I
El 4" concrete slab with fibermesh OR
6"x4" 410/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill )1'
I
I FI I
oI I
I` i
o F-
i I
I I
°
0
❑ I
o I
O 7, la
I H. ------ - — �C
F1 -W I ®filled" u/ Concrete 0 Steel lrd
I �'I I I>
�QQJQI
II
vma
I i ;tE I
I
4J> I
FI I I t-- E I
r e I
eOl�' 3 IC
�c °
�I v to
,� a
, I r-
° ° I a ro
Oi I r-
U ° I
L---_—_—_
U
Lu
(L
(L
� I
rLo
-- N— --- r ® L — — —— Recess for
— — — ° ° Garage 7o' r ° °
L
3 F
72"
6'-2" 3'-52" concrete �olumn block filled
crete and (2) #"1 bars vert. tied
into lintels bove
Wynne Building Corp.
, 2' Grand Carl
Spanish Lakes
St. Lucie Countg Florida
cU
0
N
4'-0"
m
I
N
FOOTING
SCHEDULE
Mark
sure
Description
FI
14'111
x 14"10
MONOLITHIC FOOTING
WITH 2 #5 BARS CONTINUOUS
F
12'W
X 12"D
MONOLITHIC FOOTING
WITH (2) #5 BARS CONTINUOUS
F
30'
x 30" x 16"D
COLUMN FOOTING WITH (4) #5 BARS EACH WAY
F
8"W
x e"D
THICKEN SLAB EDGE
WITH 1 46 BAR CONTINUOUS
Qx
with
With
14"D
Curb et Garage
MONOLITHIC FOOTING
WiTH 2 #5 BARS CONTINUOUS - CURB a 0'-0"
Date Drawn Revisions :
3-1-14 10-18-14 Product
Approval Revision
GARAGE Drawn by:
RIGHT C.C,U.
Checked by:
D.R.B.
Sheet
Comm #
3. 12-21
OF 5
-Pile io
ROOF SHEETING
ATTACHMENT DETAIL
I.
2.
1 Ilrlllllulll Ivan " 14Q —
Minimum Screw Size
WU n iy
= 48 x
Qiiu1 in . ���� �. �-.- •-• •p•
2"
3.
Minimum Sheathing Thickness
19/32" CDX Plgwood
4.
Use nails or screws
based on
pressure for roof stated
for 3
in permit Info box
on these
plans
zone
Ke
Area
Edge
Field
Fastener
Pressure
Zone I
6"
6"
8d ring shank
45 psf
Zone 2
4"
6"
Sid ring shank
16 psf
Zone 3
4"
.4"
8d ring shank
84 psf
** Zone 3a
6"
6"
#8 wood screw
112.5 psf
* Use nails or screws based on pressure for roof stated
in permit info box on these plans for zone 3
Provide 45 bars with min. 48 bar Provide #5 bar set in pre -cast
diameters overlap into beam. Tie lintel into beam where length of
Filled cell steel Into continuous beam block steel. the opening calls for it.
Provide Cast -Crete
BUS-OB/OT precast - -- --
lintel set in mortar LL,
Min. B" Bearing - --- -- - -----
1 Provide PT Suck
ii attached per Bamb
etails into filled c
r i �
4" Pre -cast
Filled Cell
Provide tt5 bar& with min. 48 bar
diameter& overlap in filled cell. Tie
filled cell steel into continuous
footer steel.
CBS WALL Scale: 1/2" = 1'-0"
SINGLE PLY REAR GIRDER TRUSS
— Nail 2" x 4" blockindg to vert. leg of
truss with IOd x 1.5 nails at 4" o.c.
Verify with Plan A.
r Install Simpson MGT into wall using
Concrete 12"x 12" 5/8" dia. threaded rod set min. 12"
Lintel Column Block into wet beam and (22) IOd nails into truss
i,
wv
" #7
Rebar
Rebar 48 Bar D14.
Min- Overlap TRUSS BLOCKING DETAIL
� tt��chm�nt �_` AT GIRDER STRAPPING
Column to L int&l
AT CENTER BEARING POINT
NTS
1/8" thick light. textured stucco installed per
ASTM C 92G over ASTM D type 2 paper backed
wire lath nailed to substrate through one layer of
to be D Tape 2 Pelt paper using St A" o Substrate
to be 19/32 COX Plywood nailed at L" o.c. o field
and edges with IOd ring shank nails into studs.
B EA
�y(
C l f
J U
ark
Size and
Description
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12
2L ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5"
wood screws with self seating washer at 12" o.c. max spacing over ASTM D
(type 2) 30 Ib felt underlayment installed with min. 4' side laps and 4" end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced L o.c. at all laps and two staggered rows 12" o.c. in field. Attach
deck to trusses using attachment detail on this sheet
BI
Two rows of beam
Continuous In each
#5 900 bend bar
block filled
row. Hook
with a 10"
with concrete and 1 #S bar
vent. bar over to bar with
P
min. lap at top bar.
Additional Precast Lintel Lintel Bar Clear irAii Bii
tt5 bar &
�a::,p' ';:�.�•':' CLEAR Length Length Span Bars Bars
2'-10" 2'-8" I'-6" 2,#3 more
`----' i` y---� `----'
2'-2" 2,43 more
8118-OBAT BF8-IBAT a1ii /2T
Additional 4'-O" 3'-10" 2'-8" 2 n3 more
M /#5 bars
CLEAR '�i:� 4' -4" 3' -2" 23 none
ne Row of "H"
} Block Above 5'-2" 4'-0 2 =3 none
5'-101, 5'-8" 4'-6" 2.#4 none
r : Precast Lintel Is ;,,,:
:.,:;: f L„ G,_4�, 5,_4„ 2::4 none
Additional
----� #5 bars t----�
1'-G" 1'-0" L'-2" 2?t5 none
8FIL-IB/IT 8FIL-IB/2T 2,r 5 none
NOTES: 8'-4" 1'-10" �'-d„
I. min. coverage of steel-1.5"
2. mm. bearing required a ea. end=8" ALL reinforcing steel Is glade 60.
3. standard for reinr. steel=ASTM A6IS
TYPICAL LINTEL SECTION
( PRECAST CONCRETE )
o
LINTEL SCHEDULE.
Mark
Window
or Doo
Unit
Width
Lintel
Size
Cast -Crete
Specification
Rows of
'i Block
Above
" "
Bottom
Steel
S17e
Top
Steel
Sae
Max.
Gravitg
Load
(PLF)
Max
Uph/t
Load
(PLF)
Max.
Lateral
Load
(PLF)
L22
2'-2"
3'-V
eFe-OB/IT
I
tt5
3049
ISL9
1024
li
2'-6"
2'-8"
V-1"
4'-O"
BPS-OB/IT
I
#5
2541
130
143
L45
Ali
5'-10"
BF8-OBAT
I
#5
1105
909
339
LBO
5'-0"
L'-0
8P8-OBAT
I
#5
1238
835
121
LLO
6'-8.
T-0
BPS-OB/IT
I
#5
loll
121
534
L80
W-O"
9'-4"
8P8-IB/2T
I
#5
2
#5
152
591
512
L90
41
10'-4"
81ii8-IB/2T
I
#5
2
#5
443
530
401
L90B
11
10'-L"
8FIL-IB/2T
ONE
1
#5
2
#5
1533
1183
401
LI00
10'-O"
II'-4"
BPS-IS/2T
1
#5
2
#5
1 582
194
452
LIOOB
10'-0"
ll'-4"
811111
1 ONE
1
#5
1 2
#5
1 13L1.
1028
452
L120
12'-0"
13'-4"
8F8-IB/2T
1
#5
2
__T_428
324
L120B
12'-0"
13'-4"
11111 B/2T
ONE
1
#5
2
#5 1
1015
110
324
L140
14'-O"
15'-4"
81iiIL-IB/2T
ONE
1
#5
2
#5 1
12s0
609
259
LILO
IL'-O"
IT-4"
8P8-I13/2T
I
#5
2
#5
300
192
194
L140B
IL'-O'
IT-4"
BFIL-IB/2T
ONE
I
tt5
2
#5 1
950
5OO
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 §AFE LOAD REQ.
REQUIREMENTS
- LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED.
L
Simpson META 20 or equal
hurricane anchor at each truss
with (10) IOd x 1 1/2' nails -
( 24' o.c.) suppporting Max.
18101be. upllft
Aluminum Drip
Edge I Fascia
12"
2" x L" Sub-Fasc1
Kagcan full o vent vingl soffit installed
using 1/8" die shank x 15" long galv.
roofing nails with 3/8" dia. head per
product approval - see chart sheet #1
12' x 12' concrete column
block filled with concrete
and (2) 111 bars vert. tied—_-
mto lintels above
thicken edge to 8"x8"
with concrete and
one #5 bar continuous
BEYOND
Top of Tooter
IL" below finished floor
a
v
12
F
4
Aluminum Drip
Edge I Fascia
Flash and Counter
flash
Nail ledger to
gable end truss
with (2) IOd ds
at each web
1/2" thick stucco an 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
a Slope
per
foundation
pian
=1 I —III 11 I IIII III 11 1=1 11—I_ -
-I I I E11 11 I IEEI111—dill= l l=ill 141 IIII— FI
�111. „IIIIII�III Iiill���-ail. F3 T [cal Section at Front florch
�P
Scale : 1/2" = I'- "
Braden it Braden AIA, PA
Architects - Planners
411 S.E. Coconut Avenue
Tel : (112) 281-8258
if, Fax : (112) 281-8283
E-mail: bradenaia5comcast.net
Stuart. FL 34996 #AACO00032
Poured Concrete or
concrete block wall
Poured Concrete or
concrete block wall
\\L
Concrete Anchors Per
Manufacturers specs
is Anchors Per
:arena Space
1/4"Max.
Alummum Panel
Sizes per manufacturer
- 5ee Tupical Stud Dotal
v 1/8" x 3/32" Wing Nut w/
a appropriate wisher end spacing
Lper manufacturer's Dataile
a o<a^
s o
A, �
091"
Stud Detail
Stud u/ Die Cast Zinc NTa
Nickel Plated Wmg Nut
Flush Mounted Shutter Detail
nts
Brace Gable end
with 2" x 4" SYP #2
8% back nailed to bottom
of top chords using (2) IOd
nails at each truss
'RE -ENGINEERED WOOD TRUSSES
® 24"o.c. TYPICAL
( shop drawings by manufacturer )
\R-30 blown fiberglass
in bottom chord of trusses
I/2" drywall with smooth finish
Two rows of beam block filled with concrete
and (1) #5 bar Cont. in each row. Substitute
precast lintel filled with concrete and (U #5
bar cont, for bottom row over openings
1/2" drgwall over I" x furringg
strips at IL" o.c. with R4.1 fl-foll
insulation on typical 8" Block walls
All drywall to be installed per FBC R102.3.1
and shall meet all pertaining ASTM codes.
bo Mortar to be Type I'M" only proportioned per FBC R601.1
and Mortar dents shall comply with FBC R601.2.1.
Provide Our-O-Rock at all wet areas (ex, showers, tubs etc...)
Af
toL
N _
X
L �
O�m
L 4
F-
LL
Q
LN N
U��
u
Q16oO
E 00
R V-
L N
r
Simpson
HETA 20
Strap
truss to wall usingg Simpson
MGT with
hurricane anchor at each truss
5/8" dia.
threaded rod wlth min 12"
embedment
( 24" o.c.)
supporting Max,
into
beam either wet set or in
epoxy with
1810
lbs. uplift ETA 20
(22)
IOd nails into truss. Add
truss lea oer detail nn
blocking to
tkia ii
ry
L90
L90
B I
B I
LLO
BI
O
L90 B I
N
BI
N
Q
I r2i
I LLB
LLO
d
=
I
s
12
~
L BI I cn
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:3
2„
BI
nvna�
ll� 7
�
S OPE _ w
� I
Mi
Ll! o
u)
z
Q
N
L11 a
II I
wZ�z
I
(LLO
N
'Q
B
I BI L31
l-
L
Lll
l
d
Gulf Coast Su I and MFG 5
n FL #11G51.12
Crim Metal roorlfir
I
Vioo screws with self sealing wi
Itype 2) 30 Ib felt un erlaym
12" o.c. max spacing over ASTM D
t installed with min. 4' side laps and L" end
H
Ia s fastened with corrosion rei
istant tin cap and with 1.25" ring shank nails
eck to trusses using attachme
t detail on this sheet
1 J
r BI -__--
#IC
&e
I Q
L with light I SLOPE 4
B I I I I
T d
T (U P
8'-O" MAX.
with 2" x
I ( T S
S
Sft back
I I
TI
-
of top chi
L
I
I
I
S I
r
-
I
I
I B I L31
BI I BI
I
I
I
I
O
BI L45
BI
aAi
I
o
2
.
L5o onLAETA
hurrica anc
r at
2
sac
tru
N 0
N
BI
w
( c.)
uppo
ting
'lax.
rr
1810 lbs.
u
11ft
B1
BI
v
L%10
L40
LgOB
a
Brace Gable end
4" SYP #2 min.
nailed to bottom
Inds using (2) IOd
ails at each truss
I
Fill cell with concrete and
(U 45 bar vent. (typlcaU.
ROOF
Max. spacing shall not exceed
I�
Wood
unless otherwise noted
Base
Basespa
see foundation plan notes for
spacing at openings
— OVERHANGS
AT 1 O UNLESS OTHERWISE NOTED ON THIS SHEET
4" concrete slab with f
G"xG" Ill10/10 WWM 6 Vissqueen
— ROOF PITCH
AT -f:12 UNLESS OTHERWISE NOTED ON THIS SHEET
on milll lah over
fill
— TRUSS SHOP
DRAWING'S TO BE PROVIDED BY MANUFACTURER
clean compacted termite treated
- A Ni Y C H A N G E S T O T H I S P L A N S H A L I B E S
ULAD M11 1 L) TO THE
ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION.
— ALL TRUSS TO TRUSS CONNECTIONS BY
TRUSS MANUFACTURERZ
— 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
WLgnne Building Corp. Date Drawn : Revisions : Sheet Comm It
3-1-I4 10-18-19 Product
GARAGE Drawn by. Approval Revision
� TCCU 4-4-I1 Plan 12-27
Spanish Lakes Review reels
St. Lucie County Florida Checked
OF 6
File
PANEL "A"
Poles
BR
Load
Wire
Description
circ#
circ#
Description
Wire
Load
BR
Poles
2
40
1.0 kw
#8
A/C comp
1
2
AHU
#10
3.5 kw
30
2
3
4
2
30
4.5 kw
#10
40 gal. water HTR
5
6
Range
#6
12.0 kw
50
2
9
e
10
2
I
20
1.8 kw
ttl2
Pump
Dr er
#10
5.0 kw
30
II
12
1#12
20
1.5 kw
sm
13
14
Dishwasher
#12
1.2 kw
20
1
1
20
1.5 kw
#12
Microwave
15
IL
Refrigerator
#12
1.2 kw
20
I
1
rI
20
1.5 kw
#12
Kitchen S.A.C.
m
18
Recepta
#12
20
1
I
20
1.5 kw
#12
Kitchen S.A.C.
19
20
Recepts
20
1
20
1.2 kw
#12
Clothes Washer
21
22
Recepts
#12
-
20
1
20
0.81 kw
#12
Garage Door Opener
23
24
Recepta
#12
20
1
1
20
1.4 kw
#12
25
26
Recepts
#12
20
1
1
E1I
20
1.92 kw
#12
27
28
Recepts
412
20
1
I
20
412
General Lighting
29
30
Recepts
412
20
1
20
#12
General Lighting
31
32
Recepts
#12
20
1
1
20
#12
General Lighting
33
34
Exterior GFCI
1
1
20
#12
General Lighting
35
36
Bathroom GFI
%912-
1
1
20
#12
smoke Detectors
37
38
General Lighting
1
20
#12
Bathroom GFI
39
40
General Lighting
1
s are
41
42
spare
PANEL "A" LOAD CALCULATION SHEET
Load Description Qt . Watts Total(Watts) I
General LI htm (3 watts s_ ft)
.Small..Appl.iance. Circuit(s).. .... ................ I ........ .
.Range , .
Refrigerator ..... .......................... .................
Microwave
.................................................................
Dish Washer ..............
...................................................
Cl.othes..Wa.sher...............................................
Clothes„Dryer................................................
Water Heater ................
................... ................. I ............
Water, .Pump..
.Para gqDoor Opener. ....... . . . . . . . .. . ..............
1135
3
5,205
2
1,500
3.000
1
12,000
12,000
1
1.200
1,200
1
1.500
1.600
1
1,200
1,200
1
1,200
1,200
I
5,000
5,000
I
4,500
4,500
1,800
1.800
Total
1
1
1
yjatts I
10.000
0
10,000
3-1,415
10,000
10,944
10,000
First 10000 Watts 9100%
Remainder 21,415 040%
Electric Heat or A/C 10,000 946%
Calculated Load
Calculated Wattage Divided bg Voltage = Total
Watts
Voltage
Amps
Panel Size
Required =
30,964
240
129.03
150 Amps
Electrical S mbol Legend
S Single Pole Switch ® I Recessed Can Light
53
Double Pole Switch
®
Egeball Recessed
Exhaust Fan
Ceding Mounted Light
Wall Mounted Light
Light with Pull Chain (attic)
Computer Connection Jack
Flood Light
Electrical Panel
Electrical Meter
Ceiling fan
Fe
Push Button Switch
-0
Duplex Outlet
¢
Special Receptacle
C-
=49
J,PGrc
Waterproof ground fault circuit
interrupter
PC®
Floor Duplex Outlet
©
FERI
Carbon Monoxide Detector
4c?
Q
Thermostat
m
®
Central Vac
g
Smoke Detector
©
Television Jack
FYI
Telephone Jack
A` p c
A/C Disconnect
®
i x 4 Florescent Light
®
2 x 4 Florescent Light
FSP-KR1
Speaker Hook -Up
Intercom
H.B.+-
Vent thru___
Soffit
PATIO/SLAB
I
I
GR AT
RgoM
I
I
I
169 CFM on
Registers 169 CFM
on ceiling fan
IOxlOxl I OxlOxl
1211
DINING
ROOM
FIN u
Ell., ITA
I6"
I
I
I
I
I
232 CFM
1
12xbx1
I
L J6"
_
SECOND
BEDROOM
12xl2x8
i / i
r
B/A
�-
I
M
COVERED
PORCH
F� = JUNCTION BOX TO SUPPORT A FAN
M E C � � � � C � L L � Y O
u T
O = THERMOSTAT LOCATION
B/A = BALANCED AIR
SCALE: 1/-4"=
I'-O"
Electric Notes:
I.
2.
Use copper wire only, no aluminum.
Provide and wire all required smoke detectors.
I1. 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
S.
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
6.
ALL exterior outlets to be WP/GFI 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 RM1602
be
19. The electrical system shall be completely and effectively
10. A/C Refrigerant lines that are run thru slabs must
grounded as required by the latest edition of the N.E.C.
sleeved in PVC
II.
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 bg a licensed electrical
labels where applicable.
contractor, the completed system shall be full operative.
13.
Contractor shall pay for all fees, permits, tes�ing, 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 by others.
duration of the work.
16.
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, Ali exposed wire below 9'-1" shall be installed in metal EMT
charge and shall include replacements or repair of anig
conduit.
other phase of installation that may have been dama®ed•
25. Dryer Vents to be installed per FBC RMIS02
193 CFM
IOxlOxb
MASTER
BEDROOM
143 CFM
IOxlOx6
I ------ ----- 4 / I
12xl2x9
B/A
LOSET
8 CF
.., _ 8x4x4
22" x Access
Attic Access 1
with light
161
N
150 Amp
Panel
GARAGE
r----------------- 1
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I
I I
disc.
iso
42/0 Aluminum feed
AMP
I 'i/a' Conduit -_ MCS
PANEL
21, PVC (FP
H
-_-Vent-tlaru
Soffit
eter
2" rigid service FPL I Bare #6 copper wire
to #5 cont. 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
Braden t Braden AIA, Pro
Architects - Planners
411 S.E. Coconut Avenue
Tel : (112) 281-8258
Fax : (112) 287-8283
E-mail: bradenaiascomcast.net
Stuart. FL 349% #AAC000032
H.B.
Exhaust Duct
ThrL Soffit
Wire For
,
Front Post
Light
PATIO/SLAB
ELECTF-,IC,4L PL,4N
6'-3"
91111111111110W
Post Light with
I Photo cell
Wynne Building Corp.
The Grand Carlto
Spanish Lakes
St. Lucie County Florida
Exhaust Duct
Thru Soffit
4" Exhaust
Duct Thru
Wall
P GFCI
nstall owlet
� �\under disc.
0 not shown for
clarity
SCALE: 1/4" = I'-0"
Attic Venting Calculations FBC 2309.7
Total Attic Space = 212-4 sq. ft.
Venting Ratio VISO = 1-4.16 sq. ft. required
Provide A Continuous Vented Soffit
Date Drawn
Revisions :
3-1-16
10-18-16 Product
GARAGE
Drawn by.
Approval Revision
RIGHT
C.C.U.
4-4-1 Plan
Checked by:
Review revis
D.R.B.
Sheet Comm #
E -1 12-21
OF 6
A=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
SPACING NOTE
ALL TRUSSES ARE TO BE SET
AT 2'-0: ON CENTER
EXCEPT AS NOTED
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
A IF MULTIPLE PLY.
DONT LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
J-
30'Spa7 or less 30' to 60' Span A
0 degrees Sprea er Bar
or less
( 1 2
g Line span approx.
REFER TO BCSI
Truss must be set this way if crane used.
Truss is an example. your truss may not match.
hsist :crane operator sets truss this way.
as
,t
hag—Approx 2/3 to ---,,Line 1/2 of Span
REFER TO BCSI
uss 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
are installed.
AIF2 HANDtL_EF=2 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
For Truss to Truss
Connections see
hanger/connector
schedule in engineering
package.
as
tabs
ails.
SEAT 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-
4—
��1 r
upset=1/4' heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-1"
TYPICAL END DETAIL
12
4.00 1—
2.00 12 6G� -1�
" upset=1/4" heel=3 15/16"
PLUMB CUT END
1'
2 x 4 Top Chord
WALL HEIGHT 8'-l"
END DETAIL: A
ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LE
�► Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers
GARAGE LEFT
NGTH
FABRICATION AGREEMENT'
7 TRUSSES CANNOT BE STARTED UNTIL THIS AGRE)EMENT IS SIGNED & RETURNED
is isgal daaipllon of the property where the trusses will be Installed Is:
Th'o updero gned sckrwimedges and agrees:
�, Tnuass wdil be made In stdd accordance with this buss placement diagram layout,
wihltth N tlhe sob authottry for datortnlNng strcceeand febAca0) Of ire mosses.
2. Ali dimensions In Nis layout have been vented by the undenlpned.
S ;Unlade wdten notice k provided by carded met to Chamber Trues wltdn tan (10)
days of delver, the unlienlgned agrees Net no badcchmgee.will be allowed. In the event
such written notice u flrmished Chembero Trues sisal have throe (3) bu�sp�hess days In which
to, begin ropalre required, or to substitute other trusses, at Chambers optkil.
4�Ths undersigned aeknovAedpee receipt of"BCSI 1-03" summery sheet by TPI & WTCA,
. {,;bethrory b to Job eke. It la the buyer'i rosponslblky to make the jab elite suitable for
tie .Chamber Truss has the sole euthodty to determine the eakabilHy of the Job afte ct o
ppoorlkn of the Job eke for delvery. CAambero True, will to
roeponafble for dump detivory arty.
1jhe.buysr Is roeponalble Tor aedkknel delivery elmeneaa R Chambers Trues has to redeliver
beoarrae Job eke b rat papered for delivery or buyer la not prepared for delivery of trusses.
Slryedls responeiWe to t`,hembero Trues for towing coati due to site conditions.
:x0: fda u shown In paragraph 7 below Is subject to change teeny
changes are, made ah
ihb•hybut A 860 per hour fee for revisions may be chargod try Chambers True. '
R, k b a PURCHASE ORDER to Chambers,Trws of the sum agreed to, or If nib
',apFa'9eM a reasonable price. Invoke wa be made on delivery and paid wlthln temps of n
onSddiNery Irnola may be made at scheduled date tut delivery t buyer cannot accept
7t®pliery'of fabricated truces. The undersigned agrees to pay Chambers.Trysa reasonable
.altomey'e fee for colledlons In event of payment not limey made. 1-12 % per month salvias
'iharpe will be added for ail sums not paid within temps. ,
8; signature or initials anywhere on this sheet constitutes agreement to all torms herein.
:•: R In ' neberetlon of Chambers Truss standing credit for this materiel the undersigned
dncordklonatiy puarenteee payment when due of any and all Indebtedness owed a
am no Truss 6y any entity receiving materiel and the undersigned. agrees to pay such
Indebtedness IndudIng J mays fees, k default In payment for materiel be made by the
10. In the event of any titillation concerning 4118 agreement, the Rams Nmlahed hereunder
,orpaymonts referred to herein, the parties agree that the sole venue for any such action we
'be6alnt ludo County, FIOM&
> liA'. Dealgn responsibilities are per -National Standard And Recommended Guidelines On
Responsibilities For Conatrudbn Using Metal Plate Connected Wood Trusses
ANsVrPVWTCA 4-2002- .
Dn+ED
i imple ply trusses must be fastened together per engineering
�, afore they are sett failure to do so can result.in roof collapse.'
�plei. 0 ry and permanent bracing are required and can save life
A rand properly and Is the responsibility of the truss erector.
af'
S�dy the contents of the Inforrnatlon packet Included on dellifery
before setting trusses.
h.a,r4r
f> IYtmeesmustboodarldbracedperdedgntopra;xtkw&*Mate.
Trusses must be sett plumb and square
Do hot *at bunks or stock of plywood, roofing material or any
"p,'ther g6bentrated loads on trusses, this can cause collapse.
DO NOT SET TRUSSES USING THIS LAYOUT
,Uft LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES
;..::.-CHAMBERS TRUSS INC
3105 Oleander Avenue
;.; ;. • Fort Plemej Florlda 34982-6423
800-551-5932 -
f'ditPismo 772-46"012 Fax 772-465.8711
"VooBeach 772-569-2012 Stuart - 772-2863302
:u• Wish Site! CHAMBERSTRUSS.COM
The Architect's or Architect's representative's ---r�
shop drawing approval is NOT a
"double check" of the contractor.
The contractor shall remain respeh9ible
for checking field measurements and
other construction criteria. Architect's
approval covers general roof shape,
review of truss strapping, and loading on
structure from gr y and uplift loads and
their res e 7
i Iocati s
Approved By:
Dale:_
92.0/93.2 MITEK 4.2 eradam & raden A.I.1-1 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 w Loading in PSF Roof R.D.L.
'H Top Chord Live 20
r rlo I Top Chord Dead 7 4.2
o Bottom Chord Live 10 Non -Concurrent
o Bottom Chord Dead 10 3
of o TOTAL Load 37 7.2
Duration Factor 1.25
B eg Wind Speed 165mph
Top Chord C.B. Sheeting by builder.
Q 2 Bottom Chord C.B. Sheeting by builder.
Highest Mean Height 14'-0"
Building Type ENCLOSED
Building Category II:Non Restrictive
Exposure Category C
Barrier Island No
Conforms to FBC 2014
W
H
a
GARAGE RIGHT �
13 TRUSS DRAWINGS ARE ATfACHED 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. XIC
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
M 11323 73��s