HomeMy WebLinkAboutBUUILDING PLAN'Q,
Gulf Coast Suppig and MFG Sv Crimp Metal roofing rL #11451.12
26 ga. 6v crimp metal roofing attached to p1gwood dock using #9 x LB"
wood screws with self scaling washer at 12" o.c. max spacing over ASTM 0
(tgpe 2) 30 lb felt underlagment installed with min. 4' side laps and 6' end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank malls
=ed 4" o.c �..all laps and two staggered . rows 12' o.c. in field. Attach
L. t� + ....2 �� A.# .. -. #I... k..#
tinished stucco bands KIC.;HT I 1UN
lay
ST LUCIE co-UNTY
1. ... 11 . - � - - .
RE
114�
OR
NO INSPECTION WILL BE MADN
C
CON�,EALEO FAB "IENERS OR ATTACHMENTS
AAE THE RESPONSIBILITY OF THE
CONTRA.CT0.0 O.F RENRO
12
THW PLANS AND AU. PROPOUD WORK
ARE "JUL) 'VTTO
RE CiO)TT X N OLD !,,MGP�C TOP, STN AT
(IN ORD F.P, TO
iJA'-' L r
COMPLTWIT�,' A�LA-A'XiCiIXE MES,
12
4 15LOPE
SCALE. 114' = 1'-0*
Gulf Coast SuppIV and MFG 5v Crimp Metal roofing FIL #11 51.12
24 ga. 5v crimp metal roofing attached to plgwood deck It #9 x 1.5"
wood' screws with self sealing washer at 12" o.c. max spacing ver ASTM D
(tgpe 2) 30 lb felt underlagmerit installed with min. 4 side reps and V end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank mail$
%ned 6' o.c. at all laps and two stalgered . rows 12" o.c. in field. Attach
k to trusses using attachment detail on this sheet
coral
110of
ELEVATION NOTES:
Gulf Coast 5uppig and MFG 5v Crimp Metal roofing FL #11651.12
26 ga. Sv crimp metal roofing attached to plgwood deck using #9 x 1.5'
woo screws with self sealing washer at 12" o.c. max spacing over ASTM D
(tgpe 2) 30 lb felt underlagment installed with min. 4" side laps and V end
laps fastened with corrosion resistant tin cap& and with 1.25" ring shank nails
Ta aced V o.c. at all laps and two staggered . rows 12" o.c. in field. Attach
Ick to trussas usinci attachment detail on this sheet
/8" thick X 8"w cut
)ral finished stucco bands
�, W � . *1.u6(_V virl "�JP16clk 6VT1,_lW6W
fin I sh e d Stu c c� bands block construction
REAR ELEVATION
— Overhangs at I'-01' unless otherwise noted on Roof Flan
Roof pitch at 4:12 unless otherwise noted
— An� changes to this plan shall be submitted to the architect
for approval in writing prior to starting construction.
— Return ALL Stucco Bands into Window or Door.
X 8"w cut 5/81, thick X 811w cut
ed stucco 6-a—nds coral finished stucco bands
5/8" thick light textured
stucco on tgpical concrete
block construction
- Pinis ad Floor — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
LEFT ELEVATION
SCALE. 1/4' = 1'-0'
SCALE: 114' = 1'-0'
Gulf Coast SuppIg and MFG 5v Crimp Metal rooting K #11651.12
24 Ia. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5"
wooJ screp with self scaling washer at 12" *.q. max spacing over ASTM 0
(tope 2) 30 lb felt underlagment installed with min- -4' side laps and 44 end
laps fastened with corrosion resistant tin caps and with 1.25* ring shank nails
Taced Ln O.C. at all laps and twocistaggered . rows 12" o�c. in field. Attach
cc.k
to trusses using attachment etai on this sheet
1/8" Thick cut coral stucco over paper
backed wire lath nailed to substrate through
one lager of 15 lb felt using Sd nails. Substrate
to be 19/32" CDX Plilwood mailed at 6" o.c.
in field and edges with 10d ring shank galvanized
nails into truss webbing.
12
4 SLOPPE
12 12"
D.H.
),H,
04
5/8" thick X 8"w cut
coral finished stucco bands
TO 11=
.F. 5/8" thick light textured Finish Columns with
stucco on tgpical concrete 5/8" thick cut coral
block construction finished stucco bands
FRONT ELEVATION
SCALE: 1/4' = 1'-00
2" x 4" top platel 11 '1/2" drgwall ceiling on truss bottom cord
1/2" drgwall on
2" x 4' studs at 16" o.c.
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
Btxldimq Design is: Enclosed Risk Categorg: 11 Wind
VallocitV. 145 mph ultimate
Mean Roof Height. ll'-p" Roof Pitch: -4.12
Internal Pressure Coefficient: ±OIR
Subjectabilit4 to damage from: Weathering. Negligible
Termitea.Veru Heavu
Width of Rod End Zone: 3'-4* Wind Speed: 165 mph ultimate
Wind Exposure Classification: C
Adjustment factor for Exposure Height. 1.21 x O.L
= 0.12L ASD design
Load Combination. ASCIE 1-10 Section 2.4 DL+LL;
DL+0.6WL; 0.6DL+O.6WL
Components t Cladding Wind Pressure (NET) Roof
Zone: 1. +20.11 pat
Roof
Zone: 2. +20.4/-5-1.0 pat
Roof
Zone: 3. +20.L/-84.0 Pat
Components t Cladding Wall End Zone Width: 3'-4"
Components t Cladding Wind Pressure (NET) Wall Zone. 4.+35.8/-38.1 pat Roof Zone I
Wall Zone: S. +35.8/-41.8 pet Walls Zone 4
Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-,40.3 Pat
Sheet Walls Considered for Structure? yes ga - Roof Zone 2
Continuous Load Path Provided? yes — Walls Zone 5
Are Component* an Cladding Dot-a-fis Provided?Yes END ZONE
base -board 2" x 4" F.T. bottom plate Mininsim Sixt Bearing Presaure:2SOOpsi, Presumptive: X Bg Test: pal
This Building Shall Have the Following: w ; Corner Zones
APPROVED SHUTTERS: X IMPACT r.LASS; BOTH: NEITHER: oof Zone 3
4" concrete slab with fibermesh OR
0XV 410/10 111 on 4 mil Via ueen over
clean compacted termite treat � fill
nterior Non -Bearing Partition
n
ROOF LIVE LOAD: 31 pef Roof: DEAD LOAD. 10 pat
JOB ADDRESS: C_,Q6� I
FLOOR
CRASH POST DETAIL
TYPICAL NOTES: SCALE 114'1 11-01, high b N.T.S.
4" diameter
1. Contractor to verify ALL notes and dimensions prior to �ge e post. Floor
Flange with 4 - 3/8"
proceeding With Work. ernsion bolts into
2. Contractor to STRICTLY enforce ALL OSHA Requirements. sla (3/8"t 50 kal steel plate)
3. ALL Lumber to be used as Beam, Rafters, etc... to have 6.
a minimum 1,400 F.B.I. fiber stress. IQ
4. No dissimilar metals to touch.
S. ALL Concrete used for slabs shall be min. 2,600 FBI concrete. �24
ALL Concrete used for vertical filled cells, cont. tie beams etc.. to ON
2
shall be 3,000 F.B.I. concrete and/or -4,000 F.B.I. grout mix
6. Drywall, at cei n h 11 be leveled and attached to bottom chord
of trusses with icre a 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'-B" wide door at one bathroom for 2 �2" 2'A' V2"
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.�
1-4. 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
14. 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 V PIT, Buck
flux not less than 0.12 watt per -square centimeter. Exposed foam plastic insulation block with case her
materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attac
with F.B.C. R31� - see permit info box of code edition C
18. G losum board material shall conform to ASTM C36, C19, C4_15, C514, C630, 931
C4�0, CIOO2, CIO,4J,CII11, CII-18, C1218, C1395, or C1394 and shall be installed
according to the followina: (FBC R102.3.5)
FLAN
Orgivall
Thickness
Location
Orientation
Framing
Member
Max. spacing
of fasteners
Nail si7ing options for
Installation of drilwall into
8
Mpacing
aximum
wood framing members
2" x min. thickness
Ceiling
Perpendicular
24"
-71,
12"
13ga 1 3/8R long with 19/L4' head
OR
0.098" diameter x 1 I/f lon
s�
annular -ringed or Sid cooler n 1
OR
0.080' die. x 1 5/8" long with
16/44" head
Walls
Either
161,
8"
16M
Direction
OR
Gjpsuim.�c,a d nail 0.080 die.
x 5 u h
Ceiling
Perpendicular
24"
.1.
12"
13ga 1 5/8" long with 19/L4" head
OR
0.098" diameter x 1 3/8" lonp
annular -ringed or 6d cooler nai
OR .
V.V,7.L Qla. x 1 1/8" long with
Walls
Either
10
8H
140
Direction
114" head
OR
Gi,*u,,,board nail 0.0915' die.
x 1/ .," head.
with 19/1
Install SGD thru buck into
block with 31111" tap -con with
1 1/2" penetration at 0 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 to" O.C. max�
from each corner and 20" o.c. max
thereafter at sill per product appirc
19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.4.
A108.1, A118.1, A118.3, A136.1 and A131.1 accordance with ASTM
20. Cement, fiber -cement or glass mat �gpsum backers in
C1288, C1325, OR C1118 and installe 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 accompangtn� smoke
developed index not to exceed 450 when tested in accordance wit STM E 8-4
Insulation shall comply with F.B.C. R31L.
Gulf Coast Suppig and MFG Sv Crimp Metal roofing FL #11451.12
24 ga. Sv crimp metal roofing attached to plitwood deck using #9 x 1.5"
woo screws with self scaling washer at 12" o.c. max spacing over ASTM D
(tilpe 2) 30 lb felt umderlagment Installed with min. If side laps and A" end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
raced Vro.c. at all laps and two staggered rows 12" o.c. in field. Attach
lack to It usses using attachment detail on this sheet
simpson HETA 20 or equal
hurricane anchor at each truss 12
with (10) od x 1 1/2" nails
ENGINEEREO TRUSSES
F R IE_
24' o.c.) sup orting Max. 4F
at 244o.c. TYPICAL
Islollbs. apti't
(shop drawings bg manufacturer)
Aluminum Drip
R-30 blown fiberglass
in bottom chord of trusses
Edge t Fascia
—1/2' dr,wall with smooth 'Irish
2" x 4" Sub -Fascia
Two rows of beam block filled with concrete
(1) #5 bar cont. in each row. Substitute
Kalican full a vent vinul adfit Installed
—and
recast lintel filled with concrete and (1) US
tar cont. for bottom row over openings
using 1/6' die shank x 1.5" long galv.
nails with 3/8' die. head per
approval - sea chart sheet #1
1/2" druwall over I" x fur,,np,_fo,I
strips at 14" o.c. with R4.1
c*--insulation
on tUpIcal Sill Block walls
Z
All drUwall to be Installed per FB C R-102.3.1
5/8" thick light textured
T
and shall meet all pertaining ASTIM codes.
stucco on tlipical concrete
�o
Mortar to be Tliplis "MR onl )riortioned per FBC R401.1
block construction
and Mortar jonts shall comp1g;wIt FBC R401,21
Provide Dur-O-Rock at all wet areas (ex. showers, tube etc...)
US bar vert. w/
30' overlap
Fill cell with concrete and
at each filled
#5 bar vert. (topical),
shall not exceed
n
Wood
us
mu.crig
.48 otherwise noted
see foundation plan notes for
Base
spacing at openings
J
4' concrete slab with fibermash OR
j;lux1.6 #10/10 WWM on 6 mil Visqueen over
. .
/ clean compacted termite treated Fill
Grade
14" x MR Concrete footin
with (2) #5 bars 60rIt- am US
transverse bars at 48m o1c.
TYFICAL SECTION Scale : 1/2" = 1'-0"
to Masonrg Beam
nails
011I.0
Head
fixed door
sliding door
7-,—,/2-T
AREA CALCULATIONS
Living A/C = 14,46 sq. ft.
Front Porch = 1,41 sq. ft-
Rear Porch = 200 sq. ft,
Garage = 321 sq. ft.
Total Under Roof= 2108 sq, f t.
Total Cubic Ft = 11,568
24 VTR
21" VTR
III I
Masterr
Bath I
2'
2.
2" V711t
W.C.
2'
Shar.
Kit. Sink
Itchign 2-
W.C.
Bath #2 Shar.
kc. 0 0 Septic
PLUMBING RISER
I" x 6" P.T. Buck nailed to
block with case hardened nails
prior to door attachment \
Masonrg Walt
12"
OPTIONAL
PATIO/SLAB
z _Lmv
LL-1
U T ILO
121-81,
MA37ER
c BEDROOM
�8--O" A F F
let C��j
LL
C4
Rod il"I'lile
Is
Ile
9
0
ILI
ILI
00
ATH
Rod
Qs heir
I RWI
KITCHE�
Veni Drijer
through wall
L
N
1-Ilikv-O'l A.F.F.
lk-' Flat Ceiling
Upper cabinets to
ex n over Xef.
12" x 12" Concrete column III/
block filled with concrete and
(2) #1 bars vert. tied into
lintels above
Covered Porch
J48'-0- to,9' - 8" A.F.F.
vaulteld Ceiling
AT
M
x 6' knee -wall to 9'-8" A,r-,F.
glow counter top IV Vaulted Ceiling
DINING
ROOM
Vanjtg to be
34 112 " high
(41") cl �tl' zir- 03/4',
I I L 111�11
711!d.1 . .. T
31 8"
OD
2M
.. .... - ------ IIIIIIIIIIII;Tgpical Flooring (NI 2" filter -
Bottom Track
Install SGID thru buck into
Sill
block with 3/14" top -con with 'All
1/2" penetration at L' o.c. max. c
ac
Sliding D loor Detail 'From a h corner and 20." o.c. max (�U.H.
thereafter at jambe per product approval R-11 Batt
Jamb A/C �47175tcel Ballard cr
At Masonrg Wall NITS S d I .0it- I -
#1 iri
.N / T 2, x 54-
Pro tic #
if vide auto ��oth light J
1 701 closer
UJ I r I U ULU is.) C., 11
a U
Meter
-
-
150
Pi
L — — — — — -
19
Amp
nel
GARAGE
22"
<
Jk8'-0" A,r.F--
Flat Ceiling
lark
size
Rough Open.
Window Description
PRESSURE ZONE
54ke"x 4svl"
Single Hung
ZON E .4
I- t
®RGGRFF- N Y
55 1,
SECOND
BEDROOM
2.
6'- 2 Ye" x 5'-S
&3 Vill
15" x t
Single Hung
ZONE 4
-
11
A
3.
.2'-2" x V-2 1/2"
A 1/2 X .2 0 /0
Wrigiliff Milling
N
'iIIIIIIII.,J Flat Ceiling
ELI
MTII IC -DE
uj
/","I%
0-
-4.
4'-24-
154ks"x 54VI
Single Hung
ZONE 4
E
A
� I
ALL Windows to be aluminum windows wl tint
and mullions per elevations.
C-1
ALL windows t withstand pressures in permit info box on sheet
r ----------------- 1
ALL windows in bathrooms to be tempered
I Block wall in
All rough op!�I�n_q dimensions to be verified by contractor
to be
block
EGRESS
WIlLn Manul dc U
s Specs prio, to cons I uc w
i
COVERED
PORCH
6'
-2"
12" x
with concrete
12" concrete
and (2)
into lintals
111-611
Door Schedule
Ile
_T
1
Install windows thru buck into
block with 3/14" top con with
1 1/20 penetration at 1.4 oc. max.
from each corner and 20.' o.c. max
thereafter at ambs and 20' o.c. max.
Exterior face at head and aid per product approval
of wall Buck to be I"
V I
I"x4" P-T.
if I
sm - dr��
x 4' PIT
Buck mailed to
A 1
rA
INSTALL
^11,1 All
1
I
r-oiir-oii In*
5'-4"
34'-Oo
VULKEM BLOCK SEALANTI
IAMM UFADER AND
3'-4"
Exterior race
Of wall
lark
Size
Rough Opening
I Door Description
PRESSURE ZONE
A
41-00 X 14-0101
108* X 84"
Overhead Garage Door
ZONE 4
B,
31-On X C-ak
41 �4"x 83�i`
Fiberglass Panel - Inswing
ZONE 4
C
LI-09 X 61-81,
148 X al �211 .70111 b"I"'
1..."
Sliding Glass Door
ZONE 4
D
2'-0" X V-8'0!
-
Solid Care - Wood - L-Panell -51-Fold Finished
24' x 81'/2"
E
2 X 41-80
Solid Core - Wood - L-Pariel
F
51-09 X 61-811
Solid Care - Wood - 6-Panall - Bi-Fold
21-8# x L'-Su k I N'
Solid Core Wood, Steel, or Masonite Door
H
2`811 X V-Sul
Solid Core - Wood 4-Panel
i
21-6m X 61_811�
Solid Core - Wood L-Famel - Bi-Fold
K
21-81' X C-Sul
Solid Core - Wood &-Panel - 51-Fold
ALL Exterior .." doors to withstand pressures stated in permit info
box on sheet #1
GARAGE DOORSPECIFIED IN PRODUCT APPROVAL FORM AND SHALL
WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET Ul
4'- 2 "
<
n bloc
bars v�ert"tqtdo
91-61,
5'4"
2
114
CIIII
Ln
Attach buck to block wall with
1/4" die. Elco conc screws with min.
1 114" penetration at 12" o.c. max
and 4" max from each corner thru
2" x 4" PT Buck
lock, with case nardene nai a I
.4 + k Ii-^nt rnt-t nr nQt All At illIrldows prior to window attachment SILL BLOCK PRIOR TO BUCK Detail at Door
All rougn Operliq imensions o e ell :1
,,with manufa.cturer s specs prior to construction
NTS
INSTALLATION
Braden it
Braden AIA, FA
WLItine
Budding Q rp,
Date Drawn
3-21-18
Revisions
Architects
411
- Planners
5.E. Coconut Avenue
The
Grand Carltor
GARAGE
LEFT
Drawn bq:
Tel :
(112) 281-8268
C:. C:. U.
Fax
: (112) 281-8283
Spariish
Lakes
Checked by:
E mail:
bradenaiascomcast. net
St. Lucie
County Florida
I
I
Stuart- FL
1,4994 UAAC000032
M
48 Wood screws thru jamb imto buck
at each hinge and 15' o.c. max and
prior to door attachment
NTS
Sheet
2.
OF 5
Comm #
12-2�
STRUCTURAL NOTES-
4_0"
i
14'-0"
%_
201-Off
ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 8. SLOPE ALL PORCH SLABS, COVERED WALK, FTC. AWAY
101-01,
BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS
PATIO/SLAB F-
CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN
AM F,
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:
ROOF (DL+LL) = 41 PsF
D9 I 131EI-i i-i-11 ---- iJE10 I M.1i - - - - - - - - - - - t
Ova
T-d
J
ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI
BE SOOO PSI OR -4,000 PSI DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41
-
GROUT MIX AT 26
EXPOSURE ="C"
Filled cell under
3- POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 2"! HOURS. NO
girder above
SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 10.
ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-14, t
2,4'
-4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS, ALL ANCHOR TO BE A - 30-1 STEEL.
Rear Patio/Stab r-
WELDED WIRE MESH REINFORCING ON 4 MIL. POLYETHYLENE VAPOR
_J to be poured separate__'�_" 0
from the house slab. -0
BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 11- ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR
M
(MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM, FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE.
MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS,
—M
SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE.
Thicken footing to
5- LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS
24% x 14"d x 24'
under filled cell
if
BEFORE FILL 15 BROUGHT IN. FILL MATERIAL SHALL CONSIST OF
12.
—18
under girder bearing. 4 IE
H)
CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
LE
I — — — — — — — — — — —
PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE FOOTING: 3"
01 1 4�
STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND BEAMS: 1-1/2"
—
Rear Patio/slab//to
COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY _E W
L)
— I be flush with bottom of
U
PROCTOR VALUE. 13. LAP ALL REINFORCING STEEL A MINIMUM OF -48 BAR DIAMETERS. CID a-0 U
I sliding door recess.
4- GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI u_
Slope 1/2'
DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE
ATTENTION OF THE ARCHITECT. IS. 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 1(6. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING.
FOUNDATION FL/4N
I
-
1. Ang changes to plans must be submitted to the architect SCALE: 114" = 1'-0"
H.B.
for
14 10
approval before proceeding with construction.
2. Contractor shall be responsible for verification of all Termite Protection for New
+--
1 concrete Slab with fibernesh OR
I"xl" 410/10 WWM on (P mil Vsqueen over
notation and dimensions before starting construction. Construction.
clean compacted termite treated fill
3. Soil conditions assumed to be 2500 psf. Should ang other conditions be
encountered, the architect Shall be notified in writing for revision Sorl treatment used for subterranean termite prevention
inside the foundation perimeter shall be done after all
.4. Ver[fg all recess thickness at showers, tile, etc.... excavation, backfilling and compaction is complete.
5. Contractor to filled concrete and 1 45 bar vert. at -48"
provide cell with If soil area is disturbed after initial chemical soil treatment
o.c. max. Provide (1) filled cell on each side of opening to 5'-Il" wide. area shall be re -treated with a chemical soil treatment
/� It 1-1111 including spaces boxed or framed.
Provide (2) filled cells on each side of openings from ra —� to 9
and Provide (3) filled cells on each side of openings from 10'-0" and up Treatment must be in accordance with the rules and laws
M
Contractor to see plans for ang other condition used. Foundation walls established bg the Florida Department of Agriculture and
shall have filled cells at 2-4" o.c. unless otherwise noted (see section) consumer services.
L Contractor to provide for Form Board Surveg — Form Board Surveq Protective sleeves around metallic piping penetrating
be Truss Compang to truss floors be
to provided to prior construction concrete slab on grade shall not of cellulose
1. Contractor to provide for soil test prior to construction and provide containing materials and shall receive application of
a coog of soil test to architect for review prior to construction termicide in annular space between sleeve and pipe.
8, ALL Reinforcing be �0, meeting ASTM A-1� and
steel shall grade
A-35 specifications. ALL Anchors to be A-301 steel.
DL
9. Provide a minimum of 3" concrete protection at footings and
1-1/2 concrete protection at beams for ALL reinforcing bars. 6
A/C
4'40 Steel Ballard
7�Q
filled wl ConcreteO
US bar vert. wl Thicken e to 8"x8"
(y
SEE TYPICAL ondge
30" overlap with c crete and 4" concrete slab with fibermesh OR
at each filled cell ECTIONS one #5 bar continuous VxL' #10/10 WWM on 10 mil Visqueen over
r__0
nr_� clean compacted termite treated fill
Q%
42
0-'U I
4' concrete slab with fibermesh OR GRADE,,�
F50 5
Eno 2.
taoxv nio/io wwm on io mii visqu*en over
clean compacted termite treated fill
Et!
Grade\
E I L
=3
Pill-
N�1111 R C B EDGE DETAIL
0�3 U
-1
14% x 14"d concrete monolithic
footing with (2) its bars cont. SCALE 1/2" 1'-0"
0 9) LL
cli "OE
U 0
C;Z� U
0 (N
#5 bar vert. wl
TYPICAL FOOTING DETAIL 30' overlap
U<) C:
s E E
# q) W
v-= -6 0
-010 at each filled ce111111
SCALE 1/2" 1 '�SEE TYPICAL
a IL
ECTIONS
4 concrete 51ab with fibermeah OR Adjust curb height zr� Filled Cell Masonrg Column With One
Ux
LU
-1 (L
( 11
x4" 3*10/10 WWM on 10 mil Visqueen over based on gar. floor 4" concrete slab with fibermesh OR #5 From Footing To Tie Beam
tf) Q
Ln
clean compacted termite treated fill slope, 4"x4" #10/10 WWM on lo mil Visqueon over Conc. Fill To Be 3000 PSI
clean com rmite treated fill
pacted te
Recess for 17—17—
L
ts bar 45 bar in curb See Floor Plan For Location
L —ir-- V
EEI
cont.
0'-0" F.F.
Garage Door
On E C ffD f1d
Step per
foundation plan Grade
Ila
J F
T
.9C
12" concrete column block filled
ck fil]led
-4
L -1 T17— —
-m__
SincIle Filled Cell )Iumn
.. t , �x vert ti
with concrete and (2) $91 hars vert. ti
into lintels above
101, (2) #5 bars cont. bottom steel How x 14"d concrete monolithic NTS
rooting with (2) #5 bars cont.
L)&- 1 lL A I AM/AGt-- 'D 1 tzt- UUJN
SCALE 1/2" = I'-U7;
12' x 12' concrete column
block filled with concrete
and 12) 30 bar& vert. tied
into lintel* above
Top of footer -
14" below finished
N
Em
Verifll house slab
height in field
I GARAGE CURB DETAIL
2' x 4' FT wood sec-ured with
3/8"dia. x 4" anchor bolt at 18" o.c.
overhead door track secured to wood
jamb per manufacturer's product approval
araL
le Door Jamb Detail
1- -1 GARAGE DOOR TO WITHSTAND PRESSURES STATED
LUMN FOOTING DETAIL IN PERMIT INFO BOX ON SHEET 41. SEE PRODUCT NTS
SCALE 1/2 1,-07,' APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL.
t-illed L;ell Masonrg L;olumn With C)ne
US From Footing To Beam Each.
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
Double Filled Cell Column
NTS
Braden it
Braden AIA, FA
Architects
— Planners
411
S.E. Coconut Avenue
Tel :
(112) 281-8258
Pax :
(112) 281-8283
E mail:
bradenaia9comcast. net
Wanne Building Corp.
The Grdrd CdrItOr
Spanish Lakes
St. Lucie Countq Florida
FOOTING
SCHEDULE
Mark
stzv
Description
pi
145W
X 14"D
MONOLITHIC FOOTING
WITH 2 #5 BARS CONTINUOUS
F
12OW
X l2mD
MONOLITHIC FOOTING
WITH (2) US BARS CONTINUOUS
F
300
x 300 x l4nD
COLUMN FOOTING WITH (4) #5 BARS EACH WAY
4 r
18,111
X 8"D
THICKEN SLAB EDGE
WITH I US BAR CONTINUOUS
F
14*W
With
X 14"D
Curb at Garage
MONOLITHIC FOOTING
I
WITH 2 #5 BAR$ CONTINUOUS - CURB 0'-0'
GARAGE
LEFT
Date Drawn
3-21-18
Drawn 69:
C. C. U.
Checked bU.
ID. R. B.
Revisions :
sheet I Comm #
3. 112 - 2 �
oIF 5
ROOF SHEETING
ATTACHMENT DETAIL
8d ring shank (min. 2.5" long)
1. Minimum Nail Size,
2- Minimum Screw S ze = 48 x 2"
3. Minimum Sheathing Thickness 19/32" ClDX Pkiwood
4. Use nails or screws bagdson presspre for ropT stated
in permit info box on t e e plans Tor zone 3
K
Area
Edge
Field
Fastener
Max.
Pressure
nZone
1
4
01
L
Bid ring shank
45 par
Zone 2
4 11
11
L
8d ring shank
'1(. par
Zone 3
4 of
4 It
8d ring shank
81 psf
Zone 3a
4"
Ci
48 wood screw
112.5 psf
Use nails or screws based on resture for roof stated
in permit inFo box on these plgns or zone 3
Concrete
Lintel
Column
is, Verifq with Plan
2"x 12"
Umn Block
Provide #5 bar& with min. 48 bar
diameters overlap into beam. Tic
filled call steel into continuous
beam block steel. 1�
Provide Cast -Crete
SUS-OB/OT set
lintel set in mortar-.
Kim. an Bearing
Provide 45 bar set in pre -cost
lintel into beam where length of
the opening calls ror it.
I-
�L
Provide FIT Buck
r;,,
attached per jamb
details into filled ce
4" Pre -cast
Sill
A
7T,�f
�Poured Filled Cell
"-!*--:?."-'* ? - 1 1.
:
-6L:
ETAIL AT WINDOW OPEN
CBS WALL
Sca
SINGLE
Provide 95 bars with min. 48 bar
01ameters overlap in filled call. Tie
filled cell steel into continuous
foot* steel.
Concrete
Footing
(we foot or schedule
for exact
sizes)
ING
IN
1/ 2 0
REAR GIRDER TRUSS
Nail 2' x 4"' blocking to vert. leg of
truss with 10d x 1.5' mad& at 4" oc.
Install
into u
7 into wall usim
rod act min.
(22) 10d nails into truss
Rdbar
R e b7a r .48 Bar Dia-
>
Min. Overlap TRUSS 13LOC<ING DETAIL
AT GIRDER 37RAPPING
to Lintel Attdchmert
AT CENTER BEARING POINT
NTS
1/8' thick light textured stucco installed per
ASTM C 924 over ASTM 0 tgpe 2 paper backed
wire lath mailed to substrate through one lager of
ASTM D T
�jilpo 2 felt paper using ad nails. Substrate--�,
to be 19/3 CDX Plgw6od nailed at 4" o.c. in field
and edges with 10d ring shank nails into studs.
Gulf Coast SuppIg and MFG 5v Crimp Metal roofing FL, 911451.12
26 go. 5v crimp metal roofing attached to plywood deck using #9 x 1.5"
woocT screws with self sealing washer at 12m o.c. max spacing over ASTM D
(tgpe 2) 30 Ib felt underlagment installed with min. 4" side laps and 4' and
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
!Paced Cro.c. at all laps and two staggered rows 12" ox. in field. Attach
sick on this sheet
to t usses, using attachment detai
ddit onal Precast Lin el
_�z
CLE R
Lintel
Length
Bar
Length
Clear
Span
"A"
Bars
tj 13 1$
Bars
it, "I V,
1 1
2'-10"
2'-B"
11-41,
2,43
none
31-0
31-411
2'-2"
2,#5
none
811118-015AT BPS-IB/IT SPS-IS/2T
41-01,
31-101,
7-811
2,#�
none
_ZT
X-1— 85 bar&
CLEAR
_411
3'-2"
2.#3
none
no Raw of 'H'
Block Above
51-41,
5'-2"
4'-0"
2.43
none
5`10"
-a"
+-4"
2,44
none
Precast Lintel
21#4
none
Additi 1
5 on
bar@ is,
11-41,
-01,
6'-2"
2,#5
none
81216-115/1'r OF16-11 2T
8'-4-
-01,
2,45
none
NOTES:
ALL reinforcing steel Is grade W.
1. min, coverage of steel=1.5"
2. min. bearing required 9 ca. end=S'
3. standard Tor reinf. steei=ASTM A415
TYPICAL LINTEL SECTION
PRECAST CONCRETE
LINTEL SCHEDULE
Mark
or U
Unit
W1
Lintel
Size
Cast -Crete
apecification
Rowe or
"H' Block
A
(B�oy
xILI)
Bottom
Steel
am
a
Tf:el
Size
Max
Gravitil
Load
(PLF)
Max
upwt
Lied
IPLF)
Max,
Lateral
Land
(PLF)
L22
7-20
V-48
BIFS-OBAT
1
#5
3044
160
1024
L31
T-44
4'-0'
8Fa-OB/IT
1
#6
2541
130
163
L45
4'-S-
W-10"
SIRS-OBAT
1
#5
1106
41041
331`1
LSO
15'-Op
BIRS-015AT
1
#5
1238
835
121
L60
4--a-
i,-tv
or-e-oa/tT
1
#5
1011
121
534
LBO
a, -on
ior-siv
or-1111-115/2'r
1
#5
1 2
#6
152
691
$12
L90
T-O-
10'-&#
SIRS-113/2'r
1
#5
2
#5
443
630
401
L90B
9'-0'
10'-e
111FIL-18/2'r
ONE
1
85
2
#5
1533
1183
401
LIO 0
101-ON
1 111-44
OFS-6/2'r
1
#5
2
1 #5
582
494
452
LIOOB
10 '-O-J
ll'-4
alft -IB/2T
ONE
1
#5
2
#5
131.9
1028
452
TD20
12'-On
13'-4'
BIFS-119/2'r
#9
2
#5
411
428
324
L-1205
121-04
13'-4*
SPIA-15/2T
ONE
1
#5
2
#5
1015
110 1
324
L140
W-00
15'-4"
SPII.-IB/2T
ONE
1
#5
2
#r,
1250
1 1011
259
LI&O
16'-0'
11'-4'
, 1111241-115/2'r
1
#5
2—
#5
300
1 192
114
LWO W-00 IT-4" 1 asm-is/2'r 1 #5 2 0 5OO__J 194
- ALL LINTELS SHALL BE MADE BY CAST-CRETP.
- LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE
- REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING
LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ_
REQUIREMENTS
- LINTELS OVER 1,4'-0" LONG ARE TO BE PRESTRESSED.
=HETA 20 or equal
6 anchor at each true&
with (10) 10d x 1 1/2" nails
24' o.c.) sup rting Max.
r, fol
1810lbs. upift
Aluminum Drip
Edge t Fascia
12u
2* X 6"
Kagcon full a vent vinlill soffit installed
using 1/0' dia shank x 1.5' long galy.
roofing nails with 3/0' dia. head per
product approval - see chart sheet #1
12' x 12" concrete column
block filled with concrete
and (2) #1 bar& vert. tm
into lintials above
thicken edge to a'xa"
With concrete and
one 95 bar continuous
BEYOND
Top of f coter
It." below finished floor
12
Aluminum Drip
Edge i Fascia
f lash
Flash and Counter
Nail ledger to
gable and truss
with (2) 10d I
at each web
hi -rib lath
vertical wood
to provide
Into
rat!
3/4% penetration
5/80 thick light textured
stucco on typical concrete
block construction
Varier - see plan
#5 bar vert. wl
30�' overlap
at each filled cell
Rear Patio/Slab to
be flush with bottom of
sliding door recess.
Step per foundation plan
Slope per foundation plan
111 IEE�I I I F111111 I I 1�11111�1 I _71 11 1�111111 I I 1�11111�1 I I 1�11111�1 I I I ��71 11 1=
TUWCdI
Poured Ca
ccwicretv b
Feared Concreti
concrete plack
Concrete i
Manufacture
Section
Flush Mounted Shutter Detai[
dunanint Panel
ims per
Sao 7ww;gl Stud Detail
I/Sw x 3/32' Wing Nut u.1
appropriate washer and spacing
par manufacturer's Datmis
Stud Detail
TTS
Stud w/ Ow Cost Zinc
Nickel Fisted Wing Nut
nts
Brace Gable or
with 2" x 4" SYP #2
Sft back nailed to bottom
of top chords using (2) IOd
nails at each truss
RE-ENGINEERf-:D WOOD TRUSSES
24"o.c. TYPICAL
shop drawings bg manufacturer
C4
LU
x
110
Y_
C14 13
C
nL LL
CIL
UJ L_
to
u)
LLq)
E r
a
OD
= —
t5 to
I-
C4
<
1
LUU
El
Bruce Gable and
with 2" x 1' SYP #2 min.
aft back nailed to bottom —
of top chords using (2) 10d
nails at each truss
\R-30 blown fiberglass
in bottom chord of trusses
-1/2" druwall with smooth finish
Two rows of beam block filled with concrete
-and (1) #5 bar cont. in each row. Substitute
�recast lintel filled with concrete and (1) #5
ar cont. for bottom row over openings
1/2" dr
arall.over I" x furrinp,
strips IL o.c. with R,4.1 i-foil
-insulation on typical 8' Block walls
All drgwall to be installed per FBC R102.3.1
and shall meet all pertaining ASTM codes.
Mortar to be Tgpe "M" 'I roportionedoer P15C R6011
and Mortar joints shall com��v'with OBC R401,2.1.
Provide Our-O-Rock at al wet areas (ex. showers. tubs eta...
Iu
U
Strap truss to wall
using Simpson MGT with
Simpson
HETA 20
5/8" die.
threaded
rod with min 12' embedment
hurricane anchor at each truss
into beam
(22) 10d
either wet act or in epoxy with
nails into truss. Add blocking to
of
( 24 o.c.)
'ET
supporting Max.
truss leg
per detail
on this sheet
C—H A �2 0 1810
lbs. uplift
110014
kii
M
I 11A
WNA
WA
WO
11
—AA,
WAIN
FAR MAIN
ad ArAfft
A
NA
FIRAIS
11
11111ill 4g�
Eli
amp. �m
I
lmoft`�M
1.
MAN
la
in
WUSE
M
win
iFe
n
I r-
I
I
I Z
I
I
!
Fill cell with concrete and
fl) #5 bar vert. (typical).
-
ROOF FLAN
C4
so
C14 9)
< 4J
cL
U] ii- 4M
U
C C:
to
EL
OD
E r_
U) Qu
Z:
C14
Max. spacing shall not exceed
a erwise noted
see foundation plan notes for - OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET
spacing at openings
1' concrete slab with fibermash OR - ROOF PITCH AT -4:12 UNLESS OTHERWISE NOTED ON THIS SHEET
VxV 410/10 WWM on 4 md Visqueen over - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER
clean compacted termite treated fill —
ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE
ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION.
UH ALL TRUSS TO TRUSS CONNECTIONS BY
1111 TRUSS MANUFACTURER
1 P
ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR
8 TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION
dt Front Forch CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE
FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION
OPTIONAL
PANEL
"A"
Poles
BR
Load
Wire
Description
dire#
cfrc#
Description
Wire
Load
BR
Poles
2
40
1.0 kw
#8
A/C camp
1
2
AHU
#10
3.5 kw
30
2
3
4
2
30
4.5 kw
#10
40 gal. water HTR
5
L
Range
#4
12.o kw
50
2
1
20
1 1.0 kw
1 #12
Pump
9
1 10
1 Draer
#10
6.0 kw
30
2
11
12
1
20
1.5 kw
#12
13
14
Dishwasher
#12
1.2 kw
20
1
1
20
1.5 kw
312
Microwave
Is
16
Refrigerator
#12
1.2 kw
20
1
1
20
1.5 Its
#12
Kitchen S.A.C.
11
is
Recopts
#12
-
20
1
1
20
1.5 kw
Kitchen S.A.C.
19
20
Recepts
#12
-
20
1
1
20
1 1.2 kw
-*12
#12
Clothes Washer
21
1 22
1 Recepts
#12
-1
20
1
1
20
0.01 Its
#12
Garage Door Opener
23
24
Recapts
#12
-
20
1
1
20
1.4 Its
812
25
26
Recepts
#12
-
20
1
1
20
1.112 kw
$12
21
2S
Recepts
#12
1
1
20
812
General Lighting
211
30
Recepts
#12
-
20
1
-
1
20
$12
General Lighting
31
32
Racepts
#12
-
20
1
-
1
120
$12
General Lighting
33
1 34
1 Exterior GFCI
#12
-
20
1
1 -
1
20
#12
General Lighting
35
36
Bathroom OF[
#12
-
20
1
1
20
#12
Smoke Detectors
31
38
General Lighting
#12
-
20
1
-
1
20
#12
Bathroom GF1
99
40
General Lighting
#12
-
20
1
-
sbare
41
42
store
PANEL "A" LOAD CALCULATION SHEET
Load Description
Qtq.
Watts -[Total(Watts)
ft.)
.. ...... ......
.Sm;!I.App!iance Circuitils)
j4nge ........................... ..............
Microwave
............ .. .... 0 ............................................
Dish Washer ....................... ........
.......... � 0 ...................................
.q19tb?A.Pruqr ............... .................... ...........
.W.ate.r..H.eater .................................................
.pprage - Poor. Opener .......... ........... -
1135
3
5,206
2
1,500
[12,000
3,000
1
12,000
1
1,200
1,200 1
1
1,500
1,500
1
1.200
1,200
11,200
1
5,000
5,000
1-4,500
4,500
1
1.800
1,800
1
810
810
Total Watts
3-1,415
First 10000 Watts 9100%
1
10,000
10.000
Remainder 2-1,415 940%
1
0
10,146
Electric Heat or A/C 10,000 Vi
1
10,000
10.000
Calculated Load
Watts
30.946_
Voltage
2.40
Calculated Wattage Divided bli Voltage = Total Amps 129.03 -
Pam@[ Size Required 150 Ampal
Electriclal S�mbol Legerd
5
Single Pole Switch
Recessed Can Light
%
Double Pole Switch
Elieball Recessed
J-
FB
Rush Button Switch
Exhaust Pan
=9
Duplex Outlet
Ceiling Mounted Light
Special Receptacle
0-
1 Wall Mounted Light
p- Grc
Waterproof ground fault circuit
interru ter
I ON
Light with Pull Chain (attic)
8
Floor Duplex Outlet
@
Computer Connection Jack
Fc-m-1
Carbon Monoxide Detector
4&
Flood Light
(2)
Thermostat
c=
Electrical Panel
Central Vac
E5
Electrical Meter
Smoke Detector
Ceiling fan
Television Jack
Telephone Jack
ACD,sc
A/C Disconnect
0�1
I x 4 Florescent Light
2 x 4 Florescent Light
Speaker Hook -Up
Pritercom
163 CFM
IOXIOXL
PATIO/SLAB
MASTE
BEDR001
GR AT
RO M
11.3 CPM
IOXIOXL
12x12x9
B/A
F-1 Center Registers
4\ 169 cr-�M�ori calling fan IL9 CPM
loxiok, I IOxIox1
12x12x9
B/A
CLOSE'k
H.S. I
C 0M
8x4x4 qC14
H.1
1201 +
3 PM
DINING
Soffit ATH ROOM
Exhaust Duct
Thru Soffit
L- - - - - - -
63 CPM LL
12)d2xl H.S.
20 CP 1 FM ru
8x4x,4 r Vent th
"Al is
LqJ17i I Soffit 4" Exhaust
0 -�w ATH Duct Thru
Q 0 20lx2O
Wall
WF GF
Install culetA
I- I UJ 10 under disc. or
r 22' x 54 not shown 0
> claritg
Attic Access -
Et
232 CPM '4
UxLx-1
111;2-j [ EA/I C
Meter� k150 Amp
Panel
GARAGE
I
JUNCTION BOX TO SUPPORT A FAN
THERMOSTAT LOCATION
�IEC��ANICAL
L
�"�OUT
B/A BALANCED AIR
SCALE: 1/�-4"
I
1'-0"
Electric
Notes:
1.
2.
Use copper wire onl no aluminum.
Provide and wire aill, required smoke detectors.
I'l. It is not the intent of these plans to show everg minor detail
3.
Contractor to verifg 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 taddle fans shall be on a rheostat.
the requirements necessarg for the equipment to be placed in
proper working order.
S.
ALL ath and kitchen receptacles to be GF1 rotected.
18. All work shall be done in accordance with the N.E.C.1 and
4.
'71.
ALL exterior outlets to be WP/GFI
protecteT
shall compIg with all local codes and ordinances, and shall
a
Recessed cans to be installed per NFPA requirements.
meet all standard requirements of the local electric utilitg
8.
AFCi receptacles are required in all rooms except
and telephone compang.
Kitchen, Bathrooms, and Garage.
9. A/C Return Air Balance Must complg w/ FBC RMIL02
10. A/C Refri er3rit lines that are run thru Slabs must be
19. The electrical sgstem shall be completelg and effectivel
sleeved in AV
grounded as required bg the latest edition of the N.E.
11.
ALL A/C Equipment shall compIg with energg 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 agstem shall be fully operative.
13.
Contractor shall pag for all fees, permits, testin and
3
21. All equipment and panel sizes shall be verified before
inspections including blower testing wher
'
ordering. The contractor shall provide circuit routings to
1,4.
All work shall be coordinated with other traaes 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 liabilitg and propertg damage for the
or as selected bg others.
duration of the work.
16.
Contractor shall uarantee all materials and workmanship
?or
23. All racewags and pipes placed in or through ang concrete
free of defects a period of not less than two gears from
slab shall be spaced a minimum of three diameters of the
the date of acceptance or certificate of occupancg, or one
largest conduit or pipe from ang other service,
gear from closing sale of house.
Correction of defects shall be completed without additional
24. All exposed wire below 9'-1" shall be installed in metal EMT
charge and shall include replacements or repair of ang
conduit.
other phase of installation that mag have been damaged.
25. Dryer Vents to be installed per FBC RMIS02
SECOND
BEDROOM
ILI
12xl2xS
S/A
COVERED
PORCH
A/C disc.
LF--I
150
#2/0 Aluminum feed AMP
MC13
1%'Condurt PANEL
21, PVC (
2" rigid service FPL Bar:,", 't?',% 'wr I in,
I r to com . r or slab
ELECTRICAL RISER
- Contractor shall use AL-CLI Landing lugs. INTS
- Contractor shall t 0 rqued lugs I . A.W.
manufacturers recommen ations which
shall be verified prior to construction
Braden t Braden AIIA, FA
Architects - Planners
411 S.E. Coconut Avenue
Tel : (112) 281-8268
Fax : (112) 281-8283
B E mail, bradenaiascomcast. net
Stuart. FL 34996 UAAC000032
Meter
14 �'
MASTER
BEDROOM
OPTIONAL
T1 SLAB
.,.,Covered Poi -All\
WP Gro
[I ITVI
0-j
arbon G
etector R 0 M
F `1 DINING
i . 1.1\\ ROOM
I FC
GrCl
MFM K=n
0
KITCHEN
L - -$Dokff -L Carb.2111
Monoxide Detector
/24" 3'-2" Combo
V-2- _I
C
IONCCFM
F
F N
GF Fct
42� GrI
F -2-2*-x -54'- >
Attic Access "ente,
I with light
L
150 AMR Opticnal
Panel panel location
Full chain
light in attic
9=
1211, GFc1
GARAGE
Garage
Door
Opener
r ----------------- i
-,-17
I I
CLOSiE
ELECTRIC,,4L FL/4N
Attic Ventinci Calculations FBC 230'
Total Attic Space = 212-4 sq. ft.
Venting Ratio 1/150 = 14.1� sq. f t. required
Provide A Continuous Vented Soffit
W nne Building Corp.
The Grand Carlton
Spanish Lakes
St. Lucie Countg Florida
N //
-.4
BgDROOM
WF
COVERE,1!�
F1 � F-ORC H
SCALE: 1/4" = I'-011
Post Light lwth"Vo7c
--I Photo Coll
Date Drawn Revisions
3-21-18
GARAGE Drawn bq:
LEFT C. C. U.
Checked bg.
ID. R. 15.
41-31,
H.B.
Exhaust Duct
Thru Soffit
Wire For
Front Post
Light
Sheet Comm #
E-1 12-2�
OF 5
A=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
--5PAGING NOTE
AILL TRUSSES ARE TO 13E SET
AT 2'-0: ON CENTER
EXCEPT AS NOTED
MULTIPLE PLY TRUSSES MUST BE
zASQTENED TOGETHER PER ENGINEERINC
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
Ak IF MULTIPLE PLY. A&
F19
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30'BY THE PEAK.
I CONSULT BCSI I
30'S less A 30' to 60' Span A
P; 6 0 degrees Sprea r Ba
or less I — �? -
.4— 112 0 1
,g Line 3pan cpprox.
REFER `0 E3CS1
be set ths �a, f crc�e used.
I y��, tr��, e, n�t nn.t�h.
J c,,,,e �p,rato, �ets t,�ss th,s cy.
— Approx 2/3 to .. le,
La % 4 1/2 of Span
REFER TO BCSI
iss must be set this way if crone used.
This is an example, truss may not match.
Insist crone operator sets truss this way.
All load bearing walls, headers,
beams & lintels must be in place
at indicated height before trusses
AL are installed. AL
I Fz:;'-b " 4n%, " F=30 1 F= F=Qb " 4C::> -T- IF=
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 MANGER
For Truss to Truss
Connections see
hanger/connector
schedule in engineering
package.
Carrying Girder
Nails mu as
= tabs 0
shown. G!u de
Dome angle nails.
Truss
SEAT PLATES BY CHAMBERS
�X INDICATES LOAD BEARING WALL
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-1
ABOVE FINISHED FLOOR
12
4.00 F_
upset=11/4" heel=3 15/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT V-11"
TYPICAL END DETAIL
12
4-00 F__
---j 2.00 08'-lw
12
2
upset=1/4" heel=3 15/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-1"
END DETAIL: A
ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF
Do not stand on trusses until they are braced per BCSI & properly nailed to straps &
GARAGE LEFT
The Architect's or Architect's representative's
shop drawing approval is NOT a
"double check" of the contractor.
17'- 23'IN LENGTH
The contractor shall remain responsible
hangers
for checking field measurements and
other construction criteria. Architect's
approval covers general root shape,
review of truss strapping, and loading on
structure from gravitv Ind uplift loads and
their re%n.Aih/(
Braden & Braden AA.A.1�.A.
FABRICAT110N AGREEMENT*
TMWWCAM40TOESTAMWUWMTMAGREbOMMOMM&M'MMM
[ MOW be 111151211111111 hc
made In WU socordance %fth Oft buss placiernew dognum layoul.
1-. posess "be
aliftu ft sole willioilty, lor delaimining-successlul bWwft of ft lnx�
2.,M dicianslom h Oft layout have been verified by, ft undersigod.
& Unless %vftn nudoe Is wovided W c~ mail to Chambies Truss w" Wn (1CI)
dayi 9f "Very an unclersIgned aprees that re badcoliarlift %41 be allowed. -In the WON
uxh wow notice In Anishad Charnbars Tnw " be" ft" CO bution days in %ftch
bo be* fo;k" F11011111d, " W subseula COW Vueses, at Chamblee OPUL
4. TlW INAIIING111100d S* I J recalpt ur V= 14)3w swnnwy~ by TPI & V/Mk
5. DWKwY' is to job 2Z It 'IS#, Wyft- resporalbillity 11 maim to jb ft suitable for
dellimy. awrobars Thm No do sole suftrity to dstwn*w so sullididir of In Job sft cir a
poition of ibe)ob aft for delimy. Charnben Truss will be respoialble for dump deliverY Wily.
The boyar, to responsible for additional dellmy expenses N Mail Thm has to radefteir
because job site, be not pWWW for domy at buye, in not pmpened Ilor d*jwy of 1rususs.
puyW is responsible to Chambeft Tnm for WwbV ODW due b ON owiddom
& plion am shown Iq pw@Wvph 7 below Is subject to chanos If NIY dM9" am. Made 111)
liftleyout. A $50 per has fag for rawlsom may to clunisped by CharnbersTruss. '
7-Tbls- is a PURCHAW ORDER to Chombers.Truss oil In mum speed bN or if nit
iapsesesnif a resecriable Pica. Irmics will be made an d*my and POW v4ft ISIMS Of MI
6n'ddmy. imi" msy� be made at scheduled daw, ut ddvoY I buyer ciamol
Of was The undersigned agnsal lo
be for wascibria in amt of payment not ft*
dwille be added for all some W paidwithlin famu;.
& or kilads anywhem on Vile shad ccemIllubis agreement ID @4 bem havelm
qvin of Chambers Truss vdardq asO for this fuslarall ft unclansiWied
when da of am wid all Indebledims owed tD
ChindeaS Tives by -my antity , and ihe turdwolvad agness bD Pay such
indebtedness kw=!Uft 100116 ill debea in payment for malarial be me& by ft
M=6 ev"t of IsM, pigepri owicarinkilil tft do kams Lindshed hereunder
c,psymenignsis, lDhK*KftpwGno"tW=-o,,*IkvwmtorwrimxhacknwM
be SaInit Lbeb CKNV, POWL On
1i Demp responsiboss am par-Hadonal Stiffidard And lilbacestwided Guldebset
For CaMucdon UOV Maud Plane Connected Wood Trusaw
ANSVrpVWTrA4-200r*
DATP�
UuWe ply tualias must be feaftned together per engineering
beftm OW am s4 flallum to do so can millikin roof coillailiqla.
TempmrY and permanent bmaft am required and can am We
and property and is the roisponslitift of Ithe bitaul; erector.
i gui contelift of the informartion pad* linduded on delivery
before saillifing llruaill;W -
j6plipent"AdimUL
...Tiumearrustbeedialid
Trilm"s muirt be ad plumb and silillipm
Do notiast bunks oraftok of plirliflood, roofing materI1011 oranY
Mhai loaft on tuaveN6 thb can own COUOP"
DaNOTSET TRUSSES USING THIS LA-
-USELAyoUT DELjvEjPMWffH TRUSSES TO SEfTIRUSSE3
CHAMBEIMSTRUSS INC
310 oleander kienue
Fort'Plerd% Fidirldin U982-8423
800-551-5932
Fort F%me 77Z.45-M12 Fax ft46W11
Pe&utih 712.M2.2012 stillad 7Y2-286-33M
0
92-0/93.2 MITEX 4.2
DESIGN CRITERIA
County
SAINT LUCIE
Building Department
SAINT LUCIE COUNTY
Wind Design Criteria
ASCE 7-2010
Wind Design Method
MWFRSIC-C hybrid Wind ASCE 7-10
Roofing Material
Shingle or Shake
0—
Loading in PSF
Roof R.D.L.
>% —
s
Top Chord Live
20
M
Top Chord Dead
7 4.2
ca
0
Bottom Chord Live
10 Non -Concurrent
E Cil's
Bottom Chord Dead
10 3
TOTAL Load
37 7.2
10
Duration Factor
1.25
cd
M;
Wind Speed
165mph
2
0
>0
T
Top Chord C.B.
Sheeting by builder.
0
Bottom Chord C.B.
Sheeting by builder.
I I
j.7
Highest Mean Height
114'-04
0
Vq
Building Type
ENCLOSED
Building Category
II:Non Restirlictive
Exposure Category
C
Barrier Island
No
Conforms to FBC 2017
W
W
Follow
U)
173, A
GARAGE RIGHT
13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT
Verlify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Chambers Truss Inc. Drawing Nam: Mi 13M
Scale: 1/4 = 1'
72 total trusses, 13 different trusses.
MI 4: SAE ACAD: SAE Reviewed By-_
Date: 04124/12 Revised: 0=1/18
FOR
WYNNE BUILDING CORP.
DESCRIPTION:
62"GRAND CARLTON III
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
M 11323 75/31