HomeMy WebLinkAboutBuilding PlansGulf Coast Supply and MPG 5v Crimp Metal roofing FL 411651.12
2L 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
ftype 2) 30 lb felt underlagment installed with min. 4 side laps and V end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced 6" o.c. at all lads and two staggered rows 12" o.c. in field. Attach
b/ is thICK Cut coral coral finished stucco bands
finished stucco bands R I G �T \ j A T j }\I
SCALE: 1/4' = 1'-0'
GuIP Casst Supply and
FG 5v Crimp Metal roofing FL #IIL51.12
24
gas. Sv crimp metal rooFing attached to plywood neck ueng #9 x 1.5`
wood ecrews with self sealing washer at 12" a.c. max spacing over ASTM D
(type 2) 30 Ib Pelt underlagment installed with min. 4 side laps and L" and
laps fastened with corrosion resistant tin cops and with 1.25" ring shank Walla
spaced 6" o.c. at all laps and two staggered rows 12" o.c. an field. Attach
deck to trusses uong attachment detail on this sheet a
ELEVATION NOTES:
Gulf Coast Supplg and MPG 5v Crimp Metal roofing FL #11651.12
26 gas. 5v crimp metal roofing attached to plywood deck using 99 x II
wood screws with self sealing washer at 12' o.c. max spacng over ASTM D
(type 2) 30 lb Pelt underlagment installed with min. 4 side lapis and V and
laps fastened with corrosion resistant tin caps and wth 1.25" ring shank nail`
Taced 6" o.c. at all lapse and two stwered rows Is" o.c. in field. Attach
eck to trusses usina attachment castes on this sheet
fi v �lllym v�� yv ul e.UGblock constructonrcLG
flnlshed stucco bands
REAR ELEVATION
- Overhangs at 1°-0" unless otherwise noted on Roof Plan
- Roof pitch at 4:I unless otherwise noted
- Any changes to his plan shall be submitted to the architect
for approval in writing prior to starting construction.
- Return ALL Stucco Bands Into Window or Door.
12
4 SLOPE
8'-1' T.O.B.
12"
0. ® 5/8" thick x 8% cut ■
3 coral finished stucco bands 3
5/8" thick light textured
stucco on typical concrete
�`" m Finis ed Floor
---- -- -- block construction
----------------------------------------
LEFT EYATION
SCALE: 1/4' us 1'-0'
Product approval Submittal Affidavit
Opening Schedule Swing Doors, Overhead Doors.
91191)ni Doors.
Illusions & Slgli b
Opening
NOA/nType
Product
Model #
Manufacturer
Glass
Attachment method
Lion
Da
sign
of Approved i Tests
1.2.3
t4
PL# 239.3
Single Hun
® g
SH-100
Impact
PGT
5/IL"
1/4' $a. tapcooup a/ rim. 113/a' panetreu�� to ¢e
.pace per product approve. Contractor i adhere to
inn. edge distances specified in Product approval
+ 80.0 PSF
-
A
I4-0330.02
Overhead
Garage Door
hjodal 824/ell
9 -4" Wax width
It -O' max hmght
DAB
w e."v.rt ".y sir . c Hw HLc swv. prier se r
00 ifflsr�li '"'i�'7a*'Ii'1.1edIr dWA- �."�'i,W.�".eW 6vv1
Rapt , ewia.r. _� rdw sews to preat"""'wil
10-q-21
+ 50.0/-LO.O paP
B
FL# ILLl4.l
Fiberglass
Smoaogth Pro
field -Wen
£lco 1/4' des. t con with sun 1.25' embedra t at 3" max
from corners and�11.5" o.c. max Lhereafter in head and ,iamb..
+ 50.0 PSP
FL# 251.5
Sliding Glass
Door
Series 110
SGD
PGT
1" main
" "
Tgpe GSA
1/4' $a. tapco:rs a/ min. 1 3/� penetration o b.
space pa; pr uct approval. oritractor i IT adhere to
inn. 2 1/2 edge distances specified in Product approval
+ LO.O PSF
_
Product
N �
Model #
Manufacturer
Attachment Method
�ratiton
uAasttaa
�� sure
of Approved Testa
MulliOIIe
FL# 2N.1
r x 2 3/4' x .315'
PGT
Install per fastener type and spacings shown in Table IA and 115
in product approval on sheet 5 oP 72.
+ 58.0 PSF
jZOOt
FLU IIL51.12
5V Crimp
Metal RoofingGulf
and
Coast Supplg
manufacturing
Wj aa. 5v onep metal roofing attached to plywood deck using #9 x 1.5'
wood screws with self sealing esahaii at 12' o.c. max spacing over ASTM D
(tgpa 2) 30 lb felt undarlagment installed with mn. 4 ado, laps and 6' and
laps fastened with corrosion rawatent tin caps and with 1.2.r ring shank nob
spaced G' o.c. at all s and two stararad roue 12' o.c. in ha1d. Attach
dock to trusses using a taclnant detail on roof plan
- 108.5 PSF
Siding
Stucco on Block
Soffit
FL# 12198.3
Model T4 12' vented
Vinul Soffit
Kayean
Install using 2" x 2' battens at V o.c. screwed to soffit framing using
#8 x 3' wood screws at each truss. Install soffit to battens using
din, x 1.5' long ring shank nails with 3/8' dia. hamiI
+55.0/-35.0 PSF
Hurricane
Panels
j=
I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record
a
SCALE: 1/4' = 1'-0'
Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL 411651.12
2L gga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(type 2) 30 lb felt underlagment installed with min. 4 side laps and 6' and
laps fastened with corrosion resistant tin cap* and with 1.25' ring shank nails
spaced 4*
o.c. at all laps and two staggered rows 12" o.c. In field. Attach
deck to trusses using attachment detail on this sheet
A.F.F. 5/8" thick light textured
stucco on typical concrete
block construction
FRONT ELEVATION
2" x 4" top plate/fl I/2" drgwall calling on truss bottom cord
1/2" drywall on
2" x 4" studs at 14" o.c.
base -board -� 2" x 4" P.T. bottom plate
4" concrete slab with fibermesh OR
0XV #10/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
Interior Non -Bearing Partition
'M-1-r4mn t Braden AIA:.,, FA
11 Architects -Planners
g 411 S.E. Coconut Avenue
Ix Tel : (112) 281-8258
h� Fax : (112) 281-8283
E-mail: bradenaiascomcast.net
n
W_(, nne Building Corp.
The Grand Carlton
Spanish Lakes
St. Lucie County Florida
/8" thick x 8"w cut
)ral finished stucco bands
1/8" Thick cut coral stucco over paper
backed wire lath nailed to substrate through
one layer of 15 lb felt using 8d nails. Substrate
to be 19/32' CDX Plgwood nailed at V o.c.
in field and edges with IOd ring shank galvanized
nails into truss webbing.
SCALE: 1/4" - 1'-0'
5/8" thick x 8"w cut
coral finished stucco bands
Finish Columns with
5/8" thick cut coral
finished stucco bands
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: Lth Edition and ASCE 1-10 for Wind Loading
Building Design ia: Enclosed Risk Category. II Wind Yeloertg: IL5 mph ultimateI
Mean Haright:
Roof 11,_O■ Roof Pitch. 4:12
Internal Pressure
Go-fe fic-lent: to Ia
Subjectabditg to damage from: Weathering: Ne9haible Termites: Veru Heavy_
Width of Roof End Zone.-3'-4' Wind Speed: IL5 mph ultimate
Wind Exposure Classification: C
tv
1.21 x 0.L 0.126
Adjustment factor for Exposure Height: ASD demon
Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+O.LWL: O.LDL+O.LWL
Components / Cladding Wind Pressure (NET) Roof Zone. I. + O.L/-12.L pal
Zone: 2.
Root + O.L/- 1.0 pelf
Roof Zone: 3. +20.4/-84.0 pit
Components t Cladding Wall End Zone Width: 3'-4'
Components t Cladding Wind Pressure (NET) Wall Zonaf; 4. +35.8/-38.1 per
Root Zone I
Wall Zone: S. +35.8/-41.8 psf
Walls Zone 4
Components E Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 Pat
Shear Walls Considered for Structure? yen
®= Rodan Zone 2
Continuous Load Path Provided? y�s�l�
Walls Zone 5
Are Components an Cladding Detafs Provided? Yes
END ZONE
Minimum Sal Bearing Pressure:2 OO ai. Presumptive: X Ba Test: pa
8EE RODUCT AP ROYAL F R IM ACT P O ECTION F R O E INGS
®= Corner zones
our Zone 3
ROOF LIVE LOAD: 31_ pal ROOF DEAD LOAD: l0 paP
FLOOR LIVE LOAD --a- pal FLOOR DEAD LOAD: 10 psif
JOB ADDRESS: �a\
Date Dra-ICI Revrsl LV11D
O ^
GARAGE q-4-19 r✓
Iq
LEFT Drawn U.
R A/
C.C.U.
Checked bg: CODE COMPLIANCE
D.R.B. ST. LUCIE COUNTY
Sheet Comm It
1. I2-
OF 5
FLOOR
PLAN
CRASH POST DETAIL
"
TYPICAL NOTES: SCALE 1/4" = 1'-0
N.T.S.
I. Contractor to verif ALL notes and dimensions prior to
y p
high by 4" diameter
steel crash post. Floor
steel
proceeding with work.
Flange with 4 - 3/8"
2. Contractor to STRICTLY enforce ALL OSHA Requirements.
expansion bolts into
slab (3/8"t 50 lied steel plate)
3. ALL Lumber t0 be used as Beam, Rafters, etc.., to have
a minimum 1,400 P.S.I. fiber stress.
`'go
4. No dissimilar metals to touch.
2�2" 2'/2"
S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete.
h"
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
6. Drywall at ceilings shall be leveled and attached to bottom chord
2�2"
4"
2 i'A„
of trusses with screws per FBC R102.3.5.
1. ALL wood in contact with concrete shall be pressure treated.
8. ALL wall dimensions are nominal and not finished wall or stud dimensions.
9. ALL plumbing fixtures to be low flow.
10. Contractor to Provide Drain at water heater in accordance
with the current edition of the Florida Plumbing Code.
11. Contractor to Provide a 2'-8" wide door at one bathroom for
handicap accessibility requirements.
�2
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
I` x 6" P.T. Buck
flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation
block with case hay+
materials exposed on the underside of the roof deck or on the attic walls shall comply
prior to door attad
with F.B.C. R316 - see permit info box of code edition
18. Gyyppsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931
C960, C1002, C1041,0111, C1218, C1395, C1396 be
C1118, or and shall installed
according to the following: (FBC R102.3.5)
Dr wall
Thiekneas
Location
Orientation
Framing
Member
Max spacing
of fasteners
Nail w7inghung options for
installation drywall into
Spacing
Maximum
of
wood framing members
Nails
Screws
2" x min. thickness
Ceiling
Perpendicular
24'
1"
12"
13ga 1 3/8' long with 19/64" head
0.098" diammeeter x 1 1/4" long
„
/2
annular -ringed or 5d cooler nail
OR
0.080" dia. xx 1 5/8" long with
Walls
Either
11.0
g"
IL"
Direction
15/64" head
R
Ggpsum board nail 0.080 dia.
x 15/8' with 9/32" head.
Ceiling
Perpendicular
24"
1"
12"
13ga 1 5/8" long with 19/64" head
OR
0.098' diameter x 1 3/8" Ion g
annular -ringed or Ld coder nail
0.092" dia. xR 1 1/8" long with
Walls
Either
IL"
8"
16"
Direction
1/4' head
OR
Gypaum board nail 0.0915' ilia.
x 11/8" with 19/44" head.
Install SGD thru buck into
block with 3/l6" tap -con with
11/2" penetration at 6" o.c. max.
from each corner and 20." o.c. max
thereafter at head per product approval
Use 3/16" tap -con with
1 1/2" penetration at 0 o.c. max.
from each corner and 20" o.c. max
thereafter at sill per product appro
19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6,
A108.1, A118.1, A118.3, A136.1 and A131.1
20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM
C1288, C1325, OR CII18 and installed I.A.W. manufacturers recommendations shall
be used as backer for the wall tile in tub areas and wall panels in shower areas.
21. Insulation including facings such as retarders or vapor permeable members installed
within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics
shall have a flame spread index not to exceed 25 with an accompanyinAsmoke
developed index not to exceed 450 when tested in accordance with STM E 84.
Insulation shall comply with F.B.C. R316.
Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11651.12
21 ge. 5v crimp metal roofing attached to plywood deck using #9 x 1.5"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(type 2) 30 lb felt underlayment installed with min, 4 side laps and V 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 \
Simpson HETA 20 or equal
hurricane anchor at each truss
12
with (10) lod x 1 1/2' nails
PRE-ENGINEERED TRUSSES
( 24" 101b wplifft g Max 4
181o1bs
at 24"o.e. TYPICAL
uplift
(shop drawings by manufacturer)
Aluminum Drip --0
R-30 blown fiberglass
Edge t Fascia
in bottom chord or trusses
A.
I/2' drgmall with smooth finish
2" x V Soli -Fascia
Two rows of beam block filled with concrete
and (1) #5 bar cont. in each row. Substitute
Kaycan full o vent nnul soffit installed
precast lintel filled with concrete and (1) #5
for bottom
using 1/8' ilia shank x 1.5' long gale.
dia.
bar cont. row over openings
roo�ng nails with 3/8' head par
product approval - we chart sheet #1
1/2" dr wall over I" x furring
strips dt 16" o.c. with R4.1 ri-foil
insulation on typical 8' Block walls
5/8" thick light textured
All drywall to he installed per FBC R102.3.1
and shall meet all pertaining ASTM codes.
"M'
blockoconetructielneonerete
ao Mortar to be Type onlg proportioned per PBC R601.1
and Mortar Jonta shall comply with FBC RL01.2.1.
Provide Dur-O-Rock at all wet areas (ex showers, tubs etc...)
#6 bar vent. w/
30" overlap
Fill cell with concrete and
at each filled call
(D #5 bar vert. (typical).
Max. spacing shall not exceed
Wood 48" unless otherwise noted
we e foundation plan notes for
spacing at openings
4" concrete slab with fibermesh OR
VxL" #10/10 WWM on 6 and Visqueen over
clean compacted termite treated fill
Grade
:.:......::.,. .
14' wx x
Font aind #5
ith (2) #5 bars
TYPICAL SECTION
transverse bars at 48' O.C.
_
Scale : 1/2" = 1'-0"
Masonry Beam
to
nails,
Head
f ixed door
sliding door
AREA
CALCULATIONS
Living A/C
= 1446
sq, ft.
Front Porch
= 141
sq. ft,
Rear Porch
= 200
sq. ft.
Garage
= 321
sq.
ft.
Total Under Roof= 2108
sq. ft.
Total Cubic Ft = 11,568
2" VTR
AL
I
I
I
21" VTR
Mastery/�
Bath I I
ILw.
I
I
2•
Lay.
1
4' 1 2' VTR
W.C.
I I
2.
sire.
I
3' !' IT
Kit rids
Kitchen 2'
I
I
Lev.
s'
w.a
Bath #2„r.
3'
C.O. To septic
PLUMBING
RISER
I" x V P.T. Buck nailed to
block with case hardened nails
prior to door attachment
Masonry Wall
Bottom Track Typical Flooring
Sill Install SGD thru buck into
block with 3/16" tap -con with
Sliding Door Detail I I/2" penetration at L" o.c. max
from each corner and 20." o.c. max
thereafter at Jambs per product approvalJamb
At Masonry Wall NTS
Window Schedule
Mark
Size
Rou h O en.
Window Description
PRESSURE ZONE
I.
4'-Ska"x V-3%"
54ke"x W4'
Single Hung
ZONE 4
2,
L'-2Ya"x 5'-3 ia"
15' x 13 i4'
Siflgile Hang
ZONE 4
3.
'-2' x 3'-2 1/2" 1
21 y2„ x 38 ia"
Sir& Hung
ZONE 4
4.
4'-5Ya"x 4'-2%" 1
54Ye°x 54Ye"
I Single Hung
ZONE 4
ALL Windows t0 be aluminum windows w/ tint
and mullions per elevations.
ALL windows to withstand pressures in permit info box on sheet I
ALL windows in bathrooms to be tempered
All rough opening dimensions to be verified bg contractor
with manufacturers specs prior to construction
Door Schedule
Mark
Size
Rough Opening
Door Description
PRESSURE ZONE
A
9'-0" X 1'-0'
lose X 84'
Overhead Garage Door
ZONE 4
B
3'-0" X 6'-8"
41''A"x a3%J'
Fiberglass Panel - Insapng
ZONE 4
C
L'-on X L'-8
14" x 81 is" �'naut"
Sliding Gim Door
ZONE 4
D
2'-0' X P-8'
Solid Core - Wood - L-Panel -Bi-Fold Finished
24' x 81 %'
E
2'-0 X L'-8'
Solid Core - Wood - L-Panel
F
5'-O" X L'-8"
Solid Core - Wood - I. -Panel - Si -Fold
G
2'-8' x L'-8' x 1 %4'
Solid Core Wood. Steel, or Masorete Door
H
X-8" X C-e'
Solid Core - Wood - L-Panel
J
2'-6" X V-8"
Solid Core - Wood - L-Panel - Bi-Fold
K
120-so X L'-8'
Solid Core - Wood - L-Panel - Bi-Fold
ALL Exterior doors to withstand pressures stated in permit info
box on sheet #1
GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL
WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1
All rough opening dimensions to be verified bg contractor
with manufacturers secs prior to construction
4'-0" 9'-6" Lv 8'-C 2"
IQ
OPTIO �, Z5
PATIO PK
EGRESS
M
°
MASTER
U;�
BEDROOM
A.F.F.
TO
Flat Ceiling
A/C
Meter
O
0
<r
r"
f Rod !'I$helP
-O" w L'rt4"
✓anity to 6e v I N
34 YZ„hig a I
O CLO E is
440 Steel Ballard \
See detail ap Lbia- 4L
I 21' x s4,
Provide auto I A o Asoew
closer L- _ _ �_ J
150 Amp
P nel
GARAGE
O '-4" A.F.F.
IRV Flat Ceding
O
Install windows thru buck into
block with 3110 tap -con with
1 1/2' penetration at V o.c. max
from each corner and 20." o.c. max
thereafter at .lambs and 20' o.c. max
Exterior face at head and all per product approval
of Well -\ / \ Buck to be I' x 4' PT
r- - - - - - - - - - - - - - - -
I Block wall in
garsga to be
struck block
I
I
I
I
I
i
12" x 12" Concrete column J
block filled with concrete and
(2) #1 bars vert. tied into
lintels above
Covered Porch
to 9'-8" A.F.F.
IMP Vaulteld Ceding
GR IAT
ROM
I
I
I
I ry
x 6" knee -wall 8' O' to 9'-8" A.F.F.
Xu. counter top 411I.JI Vaulted Ceding
lIJ I DINiNG
ROOM
I
Vanity to be
34 Y2"high
Hi
gh1"Well 9Y9" II'-03/�„
i
ver-hang - "-
r
i
v • ' min
fll 1 - •
Flat Ceiling
II'-("
SECOND m
BEDROOM
O.,
EGRESS
I
in
O n
tr
I
j
O
. 3'-1„
C
V E R
D
12" x
12" concrete
olumn block filled
PORCH
with con
rate and (2)
into lintels
1 bars vert. tie
bove
in
O
9'-0"
15'-101, 5'-4"
3'-4"
Exterior face
of wall
4'-2
Attach buck to block wall with
1/4" dia. Elco conc screws with min.
1 1/4" penetration at 12" o.c. max
and 4' max from each corner thru
2" x L" PT Buck
I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT
�e
lock with case hardened nails ON ALL JAMB, HEADER. AND
Detail at Windows prior to window attachment SILL BLOCK PRIOR TO BUCK D e t a i l at Door
INSTALLATION
NTS
Braden It
Braden AIAe PA
W one
Building Corp.
Doge Drawn
Revisions
Architects
- Planners
GARAGE
411
S.E. Coconut Avenue
T
Grand Carlton
LEFT
Drawn by:
Tel
: (112) 281-8258
C.C.U.
Fax
E-mail:
: (112) 281-8283
bradenaiascomcast.net
Spapish
Lakes
Checked by:
Stuart. FL
34994 #AACOOOOS2
Sit. Lucie
County Florida
D.R.S.
m
#8 Wood screws thru jamb into buck
at each hinge and 15' o.c. max and
prior to door attachment
NTs
Sheet
REVIEWED FOR
CODE COMPLIANCE 2
ST. LUCIE COUNTY
BOCC OF 5
Comm
12-2,
B
STRUCTURAL
MOTES:
I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL
8.
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
9.
DESIGN LOADS ARE AS FOLLOWS:
ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI
ROOF (DL+LL) = 4-1 PSF
BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS
WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1
EXPOSURE ="C"
3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO
SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION.
10.
ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-I6, E
4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 4X4 10/10
A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL.
WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR
BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL
11•
ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR
(MINIMUM 015% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH
BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE.
MiX MAY BE SUBSTITUTED FOR WELDED WIRE MESH.
FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS,
SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE.
5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS
BEFORE PILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF
CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL
1 2.
MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE
FOOTING: 3"
STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND
BEAMS: 1-1/2"
COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY
PROCTOR VALUE.
13.
LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS.
4. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND
14.
USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI
DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE
ATTENTION OF THE ARCHITECT.
15.
ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000
�•
PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE.
GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER
FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR
14.
ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING.
FOUNDATION FLAN
I. Any changes to plans must be submitted to the architect
for approval before proceeding with construction.
2. Contractor shall be responsible for verification of all
notation and dimensions before starting construction.
3. Soil conditions assumed to be 2500 psf. Should any other conditions be
encountered, the architect shall be notified in writing for revision
4. Verify all recess thickness at showers, tile, etc....
5. Contractor to provide filled cell with concrete and 1 45 bar Vert. at 48"
o.c. max. Provide (1) filled cell on each side of openings up to 5'-11" wide.
Provide (2) filled cells on each side of openings from 4'-0" to 9'-I1"
and Provide (3) filled cells on each side of openings from 10'-0" and up
Contractor to see plans for any other condition used. Foundation Walls
shall have filled cells at 24" o.c. unless otherwise noted (see section)
(e. 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 LO, meeting ASTM A —IL and
A-35 specifications. ALL Anchors to be A-301 steel.
9. Provide a minimum of 3" concrete protection at footings and
1-1/2" concrete protection at beams for ALL reinforcing bars.
SCALE: 1/4" = 1'-0"
Termite Protection for New
Construction.
Soil treatment used for subterranean termite prevention
inside the foundation perimeter shall be done after all
excavation, backfldhng and compaction is complete.
If soil area is disturbed after initial chemical soil treatment
area shall be re -treated with a chemical soil treatment
including spaces boxed or framed.
Treatment must be in accordance with the rules and laws
established bg the Florida Department of Agriculture and
consumer services.
Protective sleeves around metallic piping penetrating
concrete slab on grade floors shall not be of cellulose
containing materials and shall receive application of
termicide in annular space between sleeve and pipe.
#5 bar vert. w/ Thicken edge to 8"x8"
30' overlap ECTIONro AL with concrete and 4" concrete slab with fibermesh OR
at each filled cell one #5 bar continuous VxV #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
4" concrete slab with fibermesh OR
VxV #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
WZ_41��14'w111x 14"d concrete monolithic
footing with (2) #5 bars cont.
DETAIL
SCALE 1/2" = 1'-011
4" concrete slab with fibermesh OR
Cxb" 410/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
#5 bar cont.
Step per
foundation plan
v'.
10" (2) #5 bars cont. bottom steel
12"
DETAIL AT GARAGE STEPDOWN
-J SCAI_ P 1/7" = I'-?
12' x 12' concrete column
block filled with concrete
and (2) #1 bars vert. tied
into lintel& above
Top of footer
IL" below finished floor
house slab
in field
—7�-�3081x30"xlb" concrete
column footing with (4)
45 bars each way
DETAIL
PORCH SLAB EDGE DETAIL
SCALE 1/2" = 1'-0"
45 bar vert. w/
30" overlap
at each filled cell
Adjust curb height
based on gar. floor
slope.
95 bar in curb \
4' concrete slab with fibermesh OR
VxV #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
i=
I'
14'w x 14"d concrete monolithic
`footing with (2) #5 bars cost.
AiL
2" x 4" PT wood secured with \
3/8"dia. x 6" anchor bolt at IS" o.c.
overhead door track secured to wood
jamb per manufacturer's product approval
Garage Door Jamb Detail
GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS
PERMIT INFO BOX ON SHEET #1. SEE PRODUCT
APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL.
Filled Cell Masonry Column With One
45 Prom Footing To Tie Beam
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
Sincile 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 : (112) 281-8258
Fax : (112) 281-8283
1B E-mail: bradenaiascomcast.net
Ali �
�n■►lr�c r
0 1
z
O Filled cell under
J
QI
FI
girder above
I
Rear Patio/Slab
r J
to be poured separate lu ®I
from the house
slab.CL
n I
o I
Thicken footing to
"
24"w x 14"d x 24"L I
k I
FI under filled cell ° Q
under girder bearing.
v I Rear Patio/Slab to
C) c be flush with bottom of
v o I sliding door recess.
n I Slope 1/2"
u_d)
°I
I
I
I
°I
4'-O"
11110-7401
N
32'-8"
I
4H concrete slab
"0 er
OxV 1110/10 WWM on 16h m l V
I � clean compacted termite tr
ID
I
I
I
I
I
°
a -
I
I 4'$ Steel Ballard
F5 filled w/ Concrete 0 I i Fop-U I
o
� Ova � IFQL��y
L �
v I
I E I
I : I
.� I
I EN I
I
I 3.a w
i o °
Wry I
I
Zaa I °
O UO O e I
I �o U
IQ zu W I
u p
9
fl-
rL 0in
L— Recess for ___—u r— -� N r_I 1
Garage Door --- °--------- °
3'-5"
Wynne Building Corp.
The Grand Carlton
Sppanish Lakes
51t. Lucie County Florida
9'-0"
J F
12' x 12" concrete column block Pdle
with concrete and (2) #Z bars vert. ti
into lintele above
FOOTING
SCHEDULE
Mark
am
De
taxi
I
14"W
x 14"D
MONOLITHIC FOOTING
WITH
2 #5 BARS CONTINUOUS
12"W
X 12"D
MONOLITHIC FOOTING
WITH
(2) #5 BARS CONTINUOUS
30"
x 30' x 16"D
COLUMN FOOTING WITH (4)
#5 BARS EACH WAY
8"W
x 8"D
THICKEN SLAB EDGE
WITH
1 #5 BAR CONTINUOUS
14 WWith
With
Curb at Garage x 14"D
MONOLITHIC FOOTING
WITH
2 #5 BARS CONTINUOUS - CURB a 0'-0'
Date Drawn : Revisions
9-4-19
GARAGE Drawn raven
LEFT by:
C.C.U.
Checked by:
D.R.B.
Shoot
Comm #
3. 12-2�
OF 5
ROOF SHEETING
ATTACHMENT DETAIL
I. Minimum Nail Size = Sd ring shank (min. 2.5" long)
2. Minimum Screw Size = 48 x 2"
3. Minimum Sheathing Thickness 19/32" CDX Plywood
4. Use nails or screws bas d on ress re for roof stated
in permit info box on t�ese plans far zone 3
Ke
Area
Ede
Field
Fastener
as
Zone 1
6"
6"
8d ring shank
45 paf
Zone 2
6"
8d ring shank
14 psf
Zone 3
8d ring shank
84 psf
** Zone 3a
6"
6"
48 wood screw
112.5 psf
** Use nails or s rews based on res$ure for r of stated
In permit info box on these plans for zone
Concrete
/ Lintel
Column
Verify with Flar
12"x 12'
ilumn Block
Provide 85 bars with min. 48 bar
diameters overlap into beam. Tie
filled cell steel into continuous
beam block steel. x-,
Provide Cast -Crate
SUS-OB/OT precast
Imtal set in mortar
Min. 8' Bearing
Provide #5 bar set in pre -cast
lintel into beam where length of
the opening calls for it.
,a-• : ,•gin ,
I ' I Provide PT Buck l i'"`-Poured Filled Call
I, 1 attachad per Jamb I , I
details Into filled call,
I• i
l rl i' 1
11 4"
Sill cast 1 I
Provide #5 bare with min. 48 bar
I''i I I iameters overlap in filled call. Tic
filled call steel into continuous
I� l factor steel.
l
II I
* * * I • Concrete Footing
(see looter achadule
for exact sizes)
DETAIL AT WINDOW OPENING IN
CBS WALL Scale: 1/2" = 1'-0"
v-
N
SINGLE PLY REAR GIRDER TRUSS
Nail 2' x 4' bloclung to vert. leg of
truss with Iod x 1.5 nails at 4' o c.
Install Simpson MGT into mall umn
3/8' dia. threaded rod set win. 11'
into met been and (22) lad nails into true
'*4-1 Rebar
Rebar 48 Bar Dia.
Min. Overlap TRUSS BLOCKING DETAIL
to Lintel AttacmenttT GIRDER STRAPPING
A4T CENTER BEARING POINT
NTS
1/8' thick light textured stucco Installed per
ASTM C 924 over ASTM D type 2 paper backed
SCHEDULE
wire lath Welled to substrate through one lager b
ASTM D Type 2 felt paper using 8d nails. Substrate
be 19/32'
l�.j,EAM
to CDX Plgwood nailed at L o.c. in field
and edges with 10d ring shank nails into studs.
Mark
Size and Description
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12
Two rows of beam block filled
with concrete and 1 #5
bar
2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5"
BI
continuous in each row. Hook
vert. bar over top bar
with
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
#b 90° bend bar with a 10"
min. la at t bar.
P op
(type 2) 30 lb felt underlagment installed with min. 4 side laps and L" and
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced V o.c. at all lapps and two staggered rows 12' c.c. in field. Attach
deck to trusses using attachmant dotal on this sheet
Adthtiona[ Precast LmLel
#6
bar.
Lintel
Bar
Clear
"A"
ength
Length
Span
Bars
Bars
t
W
T-10"
2'-8"
I'-1
2,#3
none
Ma-Od/IT
BPS-N3/IT 8F8-13/1T
3'-4"
2'-2"
2 #3
none
in
additional
5 bare
Rau of "H' .:ds,;.:%)
Above 'ti%s!1N
V'liaiy
:ast Lintel I' +; s:{
4'-O"
3'-10"
2'-8"
2,#3
none
Simpson HETA 20 or equal ��
hurricane anchor at each truse 4
with (10) IOd x 1 1/2' nails
(24 o.c.) suppporting Max.—�
IBIOIbs. uplift
none
5'-4"
5'-2"
4'-O"
2,#3
.none
2,#4
none
none
dditional Y
6'-6"
L'-4"
5'-4"
2A4
none
Aluminum Drip
Aluminum Drip
Edge t Fascia
Flash and Count
flash
Nail ledger to
gable and truss
with (2) IOd ng
at each web
#5 bars
IL
Edge l Fascia
1/2' thick stucco on 3/e' hi-nb lath
--:-�
1'-4"
Z'-O"
4'-2"
2,#5
none
2°
attached to hommntal and vertical wood
framing with nwls or atapba to provide
MI6-IDAT
aFK-�/2T
8 -4'
7'-10"
1 -O"
2,#5
none
" '
2 x L Sub-Fasci
no tar then I-3/4' panaLretron naa
honrontal wad rising end 3/4
NOTSS:
panatretion
mLo vertical wad frawirg wembms
I. min. coverage or steel-1.5'
2. min. bearing required a ea. and=9"
ALL reinforcing steel
is grade
60.
K an full o vent vi I soffit installed
3. standard for reinr. steel=ASTM A615
TYPICAL LINTEL SECTION
( PRECAST CONCRETE )
LINTEL SCHEDULE
Mark
Wir6omor oc
Unit
Size I
CastSpecfieatxxi
time
" Abov(gwidte
steel
SiO
g�
Sir®
Max.
�vii4
Max,
f�F)
Max.
Lck La°taeral
L22
2'-24
3'-0
Ma-OD/IT
1
86
3061
11"1
1024
Lai
2'j;
3'-r
4'-O'
M8-01SAT
I
06
2661
IM3
10
L45
4'-6•
6'-Io•
81118-015AT
1
#6
806
1 101
331
160
6'-01'
V-6'
01118-05AT
1
#6
1238
as
121
L60
6'-O'
1'-9
Me-OBAT
I
s6
Ion
121
534
L80
e'-O'
T-4'
111108-I8/2T
#6
2
a6
162
549
512
L10
1'-0"
10'-6'
MO-I5/2T
-
1
96
2
96
643
630
1 401
L105
V-04
KY-4'
MIL-I5/2T
ONE
1
86
2
s6
was
I=
401
LI00
10'-O'
W-4'
M8-15/2T
1
s6
2
86
692
4"
452
LI008
10'-O'
W-Y
MI6-I8/2T
ONE
1
86
2
s6
1364
102a
452
Lr20
IT-O'
13'-4'
Ma-iD/2T
1
s6
2
96 1
411
428
324
Li2015
12'-0"
IS'-4'
MI6-I5/2T
ONE
1
#6
2
86
1016
710
324
LMO
14'-0'
E'-4'
MI6-15/2T
ONE I
1
#6
2
s6
1250
601
261
LI60
16'-O'
MI-4' I
Me-16/2T
1
:6
2
95
300
112
114
LIWS 1
I6'-O' 1
IT-4' I
MI6-1e/2T I
ONE I
1
$5
2
s6
160
io0
144
- ALL LINTELS SHALL BE MADE BY CAST-CRETE.
- LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE
- REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION R90ARDING
LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ.
REQUIREMENTS
- LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED.
awwxingg 1/8' ilia shank x 1.6' long gals.
F
nails sith 3/8' dia. head per
product approval -sae chart allot #1
12' x 12' concrete cohimn
block filled with concrete
and (2) #1 bare vart. tied—�
into lintels above
thicken edge to 8"xO"
with concrete and
one #5 bar continuous
BEYOND
Top of rooter
IL' below finished floor
5/O" 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
Slope pen• foundation plan Cr
I :
77 ^..r-� F
Brace Gable and
with 2" x 4' SYP #2
Oft back nailed to bottom
of top chords using (2) IOd
nods at each truss
RE -ENGINEERED WOOD TRUSSES
24'o.c. TYPICAL
( shop drawings by manufacturer )
�
N�
)C
as
OR
N
14--p`o
n
9L
Lill
t=uo
u
..
10
ti
d O
E C
Go
e
ARV
2C4
g`
IUJI
E d
Brace Gable and
with 2" x 4" SYP #2 min.
Oft back nailed to bottom —
of top chords using (2) IOd
nails at each trues
�
a
2
0
C
R-30 blown fiberglass
°
Q
in bottom chord or trusses
mo
I/2' drywall with smooth finishCID
oIU
Two rows of beam block filled with concrete
end (1) #5 bar cont. in each row. Substitute
u
precast lintel filled with concrete and (U #5
bin cunt. for bottom row over opening&
1/2" drywall over I" x furringg
strips at K' o.c. with R4.1 FHoll
insulation on typical 8' Block wall&
All drywall to be installed per FBC R102.3.1
7 and shall meet all pertaining ASTM codes.
A Mortar to be Type "M" onl� proportioned Der FBC R6011
and Mortar joints shall com y with FBC R401.2.1.
Strap truss to wall
using Simpson MGT with
Simpson
HETA 20
5/e dia.
threaded
rod with min 12" embedment
hurricane anchor
at each truss
into beam
(22) IOd
either wet set or in epoxg with
nails into truss. Add blocking to
( 24" o.c.)
supporting Max.
pp 9
truss leg
per detail
on this sheet
ETA 27 1810
lbs. uplift
M11111=111
mail
M"
ro
ill
rAW112 rAJOIArA
WAN IVA
a
MIND, rZIONFAAEr Fol
MORE
wwrAwm MA
'ArAwall Aiwu
11
—
1 M WA* Edr0a,
�I
4 .
1
',III
VAN WA OR OA
MWO
I
I
!i 4 WA
eA i W,
FM W_A MIA d rA
r_ 1__
4 4
WMA"a
W1
WAWN
WIN
Iowa
NEA
91
11
IN
VIA
Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...)
Fill cell with concrete and R O O F F L A* �
() #5 bar vert. (typicaD.
1Max. spacing shall not exceed
Wood 48" unless otherwise noted
we e foundation plan notes for
spacing at openings
4' concrete slab with fibermesh OR
VxV #10/10 WWM on L ml Visqueen over
clean compacted termite treated fill
7T1=111=1l I I_I I INI- IIII =111 L=III 1 IIII 11 I 1 11 ' `-' 1 11_I I I I
,1111=IIIII I L = � .: � . , .� III=11 � 1IIIIIIII=IIII—IIII IIII III— I , � ,
-IIII IIII=IIII � .y _IILIiIIIUII,� IIIIalaialai-�ii 14iii ��II— �1
TQp
Ical ctlon at Front Porch
Scale : 1/2" = I'-0'°
Braden i Braden AIAe PA
Architects - Planners
411 S.E. Coconut Avenue
Tel : (112) 281-8258
Fax : (112) 281-8283
W. E-mail: bradenaiascomcast.net
Stuart FL 34994 #AAC000032
N
W
C`I
W
N
� ?C
a R
ORs
R nL d
a
= s U)
u
a1° 00
E c=
in R •T4
U ty
k_ d
— OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET
— ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET
— TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER
— ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE
ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION.
— ALL TRUSS TO TRUSS CONNECTIONS BY
TRUSS MANUFACTURER
— ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR
TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION
— CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE
FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION
erne Building Corp. Date Drawn : Revisions : Sheet
GARAGE Drawn raven
The Grand Carlton LEFT by: C.C.U. REVIEWED FOR .41
Spanish Lakes Checked by: CODE COMPLIANCE
St. Lucie County Florida D R B ST. LUCIE COUNTY
OF 5
Comm # /
12-2k
B
-2-19
i
PANEL
"A,'
Poles
BR
Load
Wm
Deocription
Oro
Oro
Description
Wro
Land
15A
IlOolval
1
20
L2 km
#12
Rerrigerater
I
Ran
#L
12.0 ke
I 60
1 2
1
20
1.2 lee
#12
Cloches Waohsr
3
1
20
IS his
an
Kitchen S.A.C.
I
A
Pre'r
$10
5.0 ha
$0
2
1
20
Is ke
On
Kitchen S.A.C.
e
1
20
—
#12
Bathroom Recepto
9
10
Aw Condopmor
810
6.0 he
30
2
1
20
1 L2lea
#12
Dmhoeohor
II
12
1
20
1.2 Its
$12
Micromove
13
14
Am l4oncla
010
6.0 kw
30
2
I
16
—
am
Gwnrd Lighting
ai
IL
1
16
—
014
G~d Lighting
In
IS
WH
' $10
5.0 km
25
2
1
m
—
#H
Gonord Lighting
N
20
1
i
—
$14
General Lighting
21
22
GDo
40
O.al KI
20
1
1
16
—
814
Gor of Lighting
23
24
spar@
span
26
2L
Span
awe
21
28
span
spars
211
3o
apart
PANEL "A" LOAD CALCULATION SHEET
Load Description
Qt .
Watts
Total(Watts)
4eneral Lighting l3, watts ag, TtJ
$main. A pbpn�4. CgeyEls)...................................
,Range,,,,,,•••• ....................................
Rghlgoratgr , , , ......
.......................................
Microwave
Dish Wash ....................................................
.P(gthea.W.a9Il?r...............................................
Gl4Ches ,Dryer ................................................
Water Ha?ater
Garage Poor. Opmer _ _ _ . _
rMs
3
5.205
2
1500
3 00
I
12 00
12 00
1
I 00
I 00
1
100
100
1
1,200
1,200
I
1 00
1,200
1
5 00
5,000
1
4 00
4,500
1
810
810
Total Watts
35,N5
First 10000 Watts 0100%
1
10.000
10,000
Remainder 25AI5 040%
1
10
10.24i
Electric Heat or A/C 10.000 045%
1
10,000
10.000
Calculated Load
Watts
30.246
Voltage
240
Calculated Wattage Divided by Voltage - Total Amps 12L.02
Panel Size Required = 150 Ampal
Electrical S mbol Legend
S
Single Pole Butch ®
Roc d C,; Light
- p
Double Pole Switch ®
E II Rece z d
pe
Push Button Switch l ,,.SS
�_.
ExhaustExhaust Pan --
'�
D ax Outlet
Ceiling Mounted Light
special Raeaptaele Tq. -
wen Mounted Light
®
starprodgroan t es
Floor Duplex Outlet �- d
Light with Pull Chain (attic)
Computer Connection Jack
®
Carbon Mancoade Detector
Flood Light
LThermostat
®
Electrical Panel
19
Control Vac 8
Electncal Meter
Q
Smoke Detector
Talevimon Jack
Ceiling fan
®
Telephone Jack AC asc
A/C Disconnect
®
I x 4 Ploreacent Light I ® 12
x 4 Plorescont Light
®
Speaker Hook -Up
= JUNCTION BOX TO SUPPORT A FAN
O = THERMOSTAT LOCATION
B/A = BALANCED AIR
1-2-19
FIELD VERIFY SERVICE
LOCATION RESPECIVE
TO PANEL LOCATION AND USE
APPROPRIATE RISER BELOW
A/C disc.
A/C disc.
#2/0 AL SER Cable
(3) #1 THHN Copper
With #1 Grnd
2' PVC Schedule
40 conduit
2" PVC Schedule
AMP
40 conduit sleeve
AMP
MCB
Into attic
PANEL AHU
PANEL AHU
200a rated
200a rated
meter can n
meter can n
Interagatem bonding Intersystem bonding
2" PVC ( FPL Termination point 2' PVC ( FPL Termination pant
schedule 80 schedule 80
2' rigid service FPL 2' rigid service FPL
143 CIsM
IOx1Ox$
MASTER
BEDROOM
901 S//
A
3
AiC
Meter 150 Amp
Panel
1163 CFM
low"
CLOSE
OPTIONAL
PATIO/SLAB
PATIO/SLAB
I
CAR IAT
ROM
I
x9 1
R9 Center Registers
a % 1 149 CFM m coiling fan I69 CFM
103d 1 IOxIOx1
rJul
I �
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I
o° 0 a a
/ L� W �I
L-----+
GARAGE
r----------------- i
I I
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1201
14
I IC
}L 20i!!OI
DINING
ROOM
232 CPM
i 12xixl
i_J
SECOND
BEDROOM
1 b%
COVERED
PORCH
1 1 ground rods I I ground iodi -- -- j�j I �1 j /�
ELECTRICAL RiSER ALTERNATE SERVICE ELECT. RISER I I I C A L
- Contractor shall use AL-CU Landing lugs. HTs - Contractor shall use AL-CU Landing lugs. NTS — ---
- Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. SCALE, 1 / " = 1' —'„/ "
manufacturers recommendations which manufacturers recommendations which
shall be verified rior to construction h II b f d
p
- Verify AIC/KIC Rating prior to ordering equipment I
a a e veri ie prior to construction
- Verify AIC/KIC Rating prior to ordering equipment
ELECTRIC NOTES:
I.
Use copper wire onl Prom panel to devices
15. Contractor shall guarantee all materials and workmanship
free defects lass
20. All equipment and panel sizes shall be verified before
2.
Provide
and wire all required smoke t Carbon
of or a period of not than two years from
ordering. The contractor shall provide circuit routings to
Monoxde detectors.
the date of acceptance or certificate of occupancy, or one
suit the job conditions.
3.
Contractor to verify location of electrical
year from closing sale of house.
service and provider.
Correction of defects shall be completed without additional
21. Furnish and install all fixtures as called for on the plans
4.
ALL bath and kitchen receptacles to be GFCI
protected.
charge and shall include replacements or repair of any
or as selected by others.
S.
ALL exterior outlets to be WP/GFCI protected.
other phase of installation that may have been damaged.
L.
Recessed cans to be installed per NFPA requirements.
It. It is not the intent of these plans to show every minor detail
22. All raceways and pipes placed in or through any concrete
1.
Tamper reactant AFCI receptacles are required in
oP construction. The contractor shall Purniah and Install
slab shall be spaced a minimum of three diameters of the
ALL rooms.
all items for a complete electrical system and provide all
largest conduit or pipe from any other service.
S.
9.
A/C Return Air Balance Must comp) w/ FBC RMI1.02
the requirements necessary for the equipment to be placed in
RefrigHg ! lines that are run thru slabs must be
proper working order.
23. All exposed wire below T-I" shall be installed in metal EMT
6(C
a caved in
Il All work shall be done in accordance w th the N E C d
conduit.
10. ALL A/C Equipment shall comply with energy calculation
II. All work shall be by a licensed
shall comply with all local codes and ordinances, and shall 24. Dryer Vents to be installed per
Braden it
radc AIA PA
performed electrical
contractor, the completed a�stem shall be Pulls operative.
most all standard requirements of the local electric utility FBC RMI502
and telephone company.
I
Architects
•
- I�lanrlrs
IZ. Contractor shall pug for all race, permits, testing, and
� 04
inspections including blower testing where required.
13. All work shall be coordinated with other trades to
I8. The electrical system shall be completely and effectively
.s&
'411
S.E. Coconut Avenue
avoid
grounded as required by the latest edition of the N.E.C.
€
Tel :
(112) 287-8258
interference with the progress of constructions
14. All required insurance shall be provided for protection
19. All material shall be new and shall bear underwriters'
j"
Fax
(172) 2$1-8258
against the public hability and property damage for the
labels where applicable.
E-mail:
bradenaiaDcoiaeast.net
1.�urnt the work,
_
Stuart. FL
349% #AAC0000S2
Exhaust Duct
Thru Soffit
4" Exhaust
Duct Thru
Wall
H.B.
WPAortn
GF
_S e�cnt_ -- Install disc.
�70T t jt under disc.not shown F)clarity
a
A /C
Meter
OPTIONAL
PATIO/SLAB
...r .w 'semis--•�•,��
,."Covered Porn%-,
/ 0
MASTER
BEDROOM WP GFCI
\ 1
H IN
\ 1
I
— — ®— Smoke / Carbon G R AT
! Monoxide Detector R ON
/ Combo
oep s
I
GFCI
CLOSIE
I I
GFCI I I 1
I 11
DINING
GFCI '
ROOM
cp GFCI GFCI
0 4N'" a �,
1111 1
! i a'
lhy /
I r/I KITCHEN
tgol I L-------- S
/�4„ I 3 -2-- -1 Hines p
C.M. Detector
4p3r FBC
R31
GF
42° GFCI
W.H.
I IF 9x 54' i"
2'
I I AtW Access
Ntth W
` L
150 AmROptional
Panel 1 Pull chain panel location
light in attic
42' GFCI
GARAGE
II Garage
Door
Opener
I I
I I
I I
I I
I I
I I
I 1
I I
I I
I I
LYCJT CAL FLAN
50 CFM
F N
' C
F col I
>O Conte `
\\SECO90
B,�.DROOM
Attic Venting Calculations FBC 230,
Total Attic Space = 2124 sq. ft.
Venting Ratio 1/150 = 14.16 sq, ft. required
Provide A Continuous Vented Soffit
Wgnne Building Corp.
The Grand Carlt
Spanish Lakes
St. Lucie County Florida
`®
WP GFCI
I —I OR H " Pi
SCALE: 1/4" = 1'-0"
Post Light with oo `o
7 Photo call I � a
Date Drawn Revisions
9-4-19
GARAGE Drawn raven
LEFT by:
c.c.u.
Checked by:
D.R.Q.
H.B.
lure For
Front Post
Light
Sheet
REVIEWED FOR I F —
CODE COMPLIANCE
ST. LUCIE COUNTY OF 5
Comm #
12-2,
B
4
e _
SPACING NOTE
ALL TRUSSES ARE TO BE SET
AT 2'-0: ON CENTER
EXCEPT AS NOTED
L
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
IF MULTIPLE PLY.
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
30' Span!or less 30' to 60' Span
so degrees Spreaeger Bar
or less
f— 1 /2 —0 og f_Approx 2/3 tom
Tag Line span approx. ne 1/2 of span
REFER TO BCSI REFER TO BCSI
Truss must be set this way If crane used Truss must be set this way if crone used.
le,
t ss is on a s pie y t uss may net m"tcn. This is on exam P truss may not match.
Insist crane operator sets truss this way. IInsist crane operator sets truss this way..
U REPRESENTS A RANGER
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
ifl
Cl)
upset=114" heel=315/16"
K,
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-1"
TYPICAL END DETAIL
is
12
Ja
4.00 IF—
n
2.00
,
2 Y
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-1"
{
END DETAIL: A
4
>g
ARRANGE WITH CRANE
. OPERATOR
R. O-. ADVANCE
,' . O . SPREADER
li,. . B. OF
Do not stand on trusoses until they are braced per BCSI & properly nailed to straps & hangers
34
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9'-6• 3,-4- 5,-4"
FABRICATION AGREEMENT
. TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED
The legal description of the property where the trusses will be Installed is:
The undersigned ecknoMedgee and agrees:
1 Trusses will be made In strict accordance with this truss placement diagram layout,
which Is the sole authority for detennining.su ,mssful fabdcation of the trusses.
2. All dimensions In this layout have been verif by the underelgned.
.3. Unless written notice Is provided by certfaed mall to Chambers Truss within ton li"
days of dalhrery, the undersigned agrees that no baokcharyee will be allowed.. In the event
such written notice is furnished Chambers Truss shell have three ( 1 bu nese days in which
to begin repairs required, or to Bubadarte othestrussee, et Chambere optldn.'
4. The undersigned acknowledges receipt of "BCSI 1.03" summary sheet by TPI & WTCA.
5, Delivery Is to Job she. It Is the buyars'responalblihy, to make the Job Bite suitable for
delhrery. Chambere Truce has the sole authority to detennlne the suitability of the Job site or a
portion of the Job she for delivery, Chambers Truss will be responsible for dump delivery only.
The buyer Is responsible for additional deliver! expenses If Chambers Truss has to redeliver
because Job she Is not prepared for delivery or buyer Is not prepared for delivery of trusses,
Buyer Is responsible to Chambers Truss for towing wets due to she conditions,
S. Price as shown iq paragraph 7 below Is subject to change it any changes are. made In
this, layout. A $50 per hour fee for reVIIIII may be charged by Chambers Truss.
.7: This Is a PURCHASE ORDER to Chambers, Truss of the Sum agreed tc, or If ntl
agreement a reasonable price, Invoice will be made on delivery and paid vdthln terms of net,
.on delivery. Invoice may, be made at scheduled date of delivery If buyer cannot accept
delivery of fabricated trusses. The undersigned agrees to pay Chambers.Truss reasonable
attorneys fee for collections In event of payment not timely made. 1-1/2% per month servJce
aharye will be added for all sums not paid within terms.
. S. Signature or Initials anywhere on this sheet constitutes agreement to all terms herein.
B.In consideration of Chambers Truss extending credit for this material the undersigned
unconditionally guarantees payment when due of any and all Indebtedness owed to
Chambers Truss by any entity receiving material and the undersigned agrees to pay such
Indebtedness Inducing attorneys fees, ff default In payment for material be made by the
recipient
10. In the event of any Ittlgation concerning this agreement, the hems furnished hereunder
or payments referred to herein, the. parties agree that the sole venue for any such action will
be Saint II County, Florida,
11. Design responsibilities are per "National Standard And R610ommended Guidelines On
RasponslbllPoes For Construction Using Metal Plate Connected Wood Trusses
ANSVrPUWTCA 4 - 2002
DATED
_.v
SIGNED
FOR TTLE
Aspnlader bar may be regLoed per' BCSI I-U'tD prevent Injury & damage,
Multiple ply trusses must be fastened together per engineering
before they are set failure to do so can result In roof collapse.
Temporary and permanent bracing are required and can save life
and property and Is the responsibility of the truss erector.
-Study the contents of the Information packet Included on delivery
before setting trusses.
Trusses must be setand braced perdesign to proventlijury8idamage.
Trusses must be set plumb and square
Do not tat bunks or stack of plywood, roofing are
or any
other c6heentrated loads on trusses, this can cause collapse.
DO NOT SET TRUSSES USING THIS LAYOUT
USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES
CHAMBERS TRUSS INC
3106 Oleander Avenue
Fort Plerce; Florida 34982-6423
800-551-5932
Fort Pierce 772-05-2012 Fax 772465-8711
Vero Beach 772-569-2012 Stuart '772-286-3302 '
asageocTpncs cnM . Yhitect's representative's
PtiaAiChieet a or Arc
shop drawing approval is NOT a
check"
The contractorshall remaln responsible
for checking field measurements and
other construction criteria. Architect's
approval covers general roof shape,
review of truss strapping, and loading on
structure from gravity and uplift loads anti
their re 1 ctive Iec tie s.
APprov y. '..
Date.
92.0/93.2 MITEK 4.2 Braden E Braden A•LA, js,A,
DESIGN CRITERIA
County SAINT LUCIE
Building Department SAINT LUCIE COUNTY
Wind Design Criteria ASCE 7-2010
Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10
Roofing Material Shingle or Shake
Loading in PSF Roof R.D.L.
Top Chord Live 20
N ' s Top Chord Dead 7 4.2
s 1 Bottom Chord Live 10 Non -Concurrent
E `1 ° I Bottom Chord Dead 10 3
° TOTAL Load 37 7.2
a r/I I Duration Factor 1.25
ra C Wind Speed 165mph
Top Chord C.B. Sheeting by builder.
H N Bottom Chord C.B. Sheeting by builder.
Highest Mean Height 14"1
Building Type ENCLOSED
' Building Category II:Non Restrictive
Exposure Category C
Barrier Island No
Conforms to FBC 2017
W
H
Z>
K.U.L.=Restraining Dead Load C.B.=Continuous Bracin
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Buildino Designer and/or En ineer of Record.
Chambers Truss Inc. Drawing Name: M11323
Scale: 1 /4 = 1'
72 total trusses, 13 different trusses.
MI 4: SAE ACAD: SAE Reviewed By:
Date:04/24/12 Revised:02/21/18
FOR
WYNNE BUILDING CORP.
DESCRIPTION:
62' GRAND CARLTON III
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
13 TRUSS L' ATTACHED A!i •
• y�I Pill
� - s
ST. LUCIE COUNTY
BOCC / a �/ %mil