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HomeMy WebLinkAboutPLANSGulf Coast Supply and MFG 5v Crimp Metal roding FL #11651.12
2L ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(tgpe 2) 30 lb felt underlagment installed with min. 4 aide laps and L" and
laps fastened with corrosion resistant tin caps and Is 1.25" ring shank made
e aced �L♦o.c. at all lapes and two stagagered rows 12' o.c. in field. Attach .L ♦.. ..,..�. ,..,.... ,.k�.�L..�.w l .... F1... .1.��t
Y/o tnicV cu corai �'VVIYI 11111411�/V VVVVVV YYIIVV
finished stucco bands RIGHT ELEVATION
SCALE: V4' - I'-O'
Gulf Coast Supply anMFG 5v Cnmp Metal roofing FL #IIL51.12
16 ga Sv crisp metal roofing attached to plywood deck using #9 x 1.5'
wood screws oath self sealing washer at 12" o.c. max spacing over ASTM D
(type 2) 30 lb Pelt undartyment Installed with min. 4 aide laps and 6" an
lope Paetened with corrosion resistant tin ceps and with 1.25" ring shank Wade
cod G o.c. at all laps and two staggered rove 12 o.c. m field. Attach
deck to truesea using attachment detail on this sheet
12
4 1 SLOPE,
Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12
26 ga. 5v crimp metal roofing attached to plywood deck using 99 x 1.5"
wood 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 caps and with 1.25" ring shank nails
spaced V o.c. at all Iapa and two stagggered rows 12' o.c. in field. Attach
deck to trusses using attachment detail on this sheet
II -
FILE COPY
REca —6 c
REVIEWED F R
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC ()4
/8" thick x 8"w cut
7ral finished stucco bands
V/ V YIIIVR VVV VVI NI 'LI+VVw Vfl 6{V1.iI40I L.VTI4I w6w
finished stucco bands block construction
ELEVATION NOTES:
- Overhangs at 1'-0" unless otherwise noted on Roof
- Roof pitch at 4:12 unless otherwise noted
- Ang changes to this plan shall be submitted to the
for approval in writing prior to starting construction.
- Return ALL Stucco Bands Into Window or Door.
m
5/8" thick x 8"w cut ■
3 coral finished stucco bands 3
5/8" thick light textured
stucco on typical concrete
block construction
-------------------------------------------------------------
LEFT ELEVATION
SCALE: 1/4' - 1'-0"
5/8" thick x 8"w cut
coral finished stucco bands
2" x 4" top plate I �I/2" drgwall telling on trues bottom cord
1/2" drgwall on
2" x 4" studs at 14" o.c.
REAR ELEVATION
SCALE: 1/4' - 1'-0"
Plan
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12
26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5"
architect
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 caps and with 1.25" ring shank nails
spaced V o.c. at all laps and two staggered rows 12' o.c. in field. Attach
deck to trussas using attachment detail on this sheet
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.
12
4 1 SLOPE
5/8' thick light textured
stucco on typical concrete
block construction
FRONT ELEVATION
SCALE: V4" - r-O'
12„
5/8" thick x 8"w cut
coral finished stucco bands
Finrsh 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 Budding Code Residential: loth Edition and ASCE 1-10 for Wind Loading
Buildinq Design is: Enclosed Risk Category. II Wind Velocitg: 165 mph ultimate
Mean Roof Height. II'-i2a Roof Pitch: 4.12
Internal Pressure Coefficient. t0.18_
Subjectabilitg to damage from: Weathering: Negligible Termites: Very Heavu
Width of Root End Zone: 3'-4" Wind Speed: IL5 mph ultimate
Wind Exposure Classification: C 1.21 x O.L 0.126
Adjustment factor for Exposure Height: ASD+6*msn
Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+OAWL. OADL LIDL
Components t Claddwg Wind Pressure (NET) Roof Zone: 1. +20.6/- p
2.6 p
Root Lone: 2. +20.6/- 1.0
Rod Zone: S. +20.6/-84.0 pat
Components t Cladding Wall End Zone Width: 3,-4, Rod Zane I
Components t Cladding Wind Pressure (NET) Wall Zone•. 4. +35.8/-38.1 psf C3 Well. Zone 4
Wall Zone: S. +35.8/-41.8 pet
Components t Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3pef
Shear Walls Considered for Structure? yes ®= Roof Zane 2
Continuous Load Path Provided? � Walt Zone 5
Are Components an Cladding Details Provided? Yes END ZONE
base -board 2" x 4" P.T. bottom plate Minimum Sal Bearing Pr~e.2,5OOpm. Presumptive: X 15Test: psi
8EE RODUCT APR VAL F RIM ACT P O OmqECTION F R O MIN S - Caner Zaaa
Rod Zane
\ 4" concrete dab with fibermesh OR
Vxb" #10/10 WWM on 6 ail Visqueen over
clean compacted termite treated fill
Interior Non -Bearing Partition
nts
ROOF LIVE LOAD: 31 pal ROOF DEAD LOAD: 10 paf
FLOOR LIVE LOAD: -IF— pat FLOOR DEAD LOAD: 10 paf
JOB ADDRESS: � co
FLOOR PLAN
CRASH POST DETAIL
TYPICAL NOTES: SCALE 1/4" = 1'-0"
N.T.S.
1. Contractor to verif ALL notes and dimensions prior to
y p
high by 4" diameter
steel
steel crash post. Floor
proceeding With work.
Flange with 4 - 3/8"
2. Contractor to STRICTLY enforce ALL OSHA Requirements.
ppansion bolts Into
slaexb (3/8"t 50 ksl steel plate)
3. ALL Lumber to be used as Beam, Rafters, etc... to have
a minimum 1,400 P.S.I. fiber stress.
41,
4. No dissimilar metals to touch.
2i5" 2'/+"
S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete.
ALL Concrete used for vertical filled cells, Cont. tie beams etc.. to
m
shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix
6. Drywall be leveled and attached to bottom chord
�° 2y;'
4"
at ceilings shall
of trusses with screws per FBC R102.3.5.
° ° 21/2"
1.
ALL wood in contact with concrete shall be pressure treated.
8.
ALL wall dimensions are nominal and not finished wall or stud dimensions.
9.
ALL plumbing fixtures to be low flow.
10.
Contractor to Provide Drain at water heater in accordance
with the current edition of the Florida Plumbing Code.
11.
Contractor to Provide a 2'-8" wide door at one bathroom for
handicap accessibility requirements.
'A"
12.
Lowest finished floor to be set bg Governing Building Department
L
surveyor to set in field.
13.
Separation between residence and garage shall be per FBC R302.6
14.
Door between garage and residence shall be 1-3/4"t 20 min. rated door
W.H• = Water Heater
15.
Wall and Ceiling shall have a flame -spread classification of not greater than 200 per
FBC R302.9.1
16.
Wall and ceiling finishes shall have a smoke -developed index of not greater than 450
per FBC R302.9.2
11.
All exposed attic insulation materials installed on attic floors shall have a critical radiant i' x L" P.T. Buck
flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation
block with case har<
materials exposed on the underside of the roof deck or on the attic walls shall comply
prior to door attacl
with F.B.C. R316 - see permit info box of code edition
18.
Gwepsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931
C1395, C1396 be
C9b0, C1002, C1041,C1111, C1118, C1218, or and shall installed
according to the following: (FBC R102.3.5)
Dr wall
Thlekneas
Location
Orientation
Framing
Member
Max acin
of fasteners
inst sung options for
installation of drgcell into
Spacing
Maximum
wood framing members
Nails
Screws
2" x min. thickness
Ceding
Perpendicular
24'
In
12N
13ga 1 3/e" long with 19/44" head
0.098" diameter x 1 1/4" long
annular -ringed or 5d cooler nail
/2
OR
Walls
Either
IL"
0.080' dia. xx 1 5/8' long with
Direction
15/64" head
OR
Ggpsum board nail 0.086" die.
x 15/8" with 9/32" head.
Coding
Perpendicular
24N
IN
12N
13ga 15/80with h 19/64 head
0.098" diam0eter x 1 3/8" long
annular -ringed or Ld coder nail
OR
Walls
Either
IL"
8 Y
IL°
0.092" dia. x 17/B" long oath
Direction
I/4' head
OR
Ggpsum board nail 0.0915' dia.
x I l/8" with 19/44" head.
Install SGD thru buck into
block with 3/I6" tap -con with
1 1/2" penetration at L' o.c. max.
from each corner and 20.' o.c. max
thereafter at head per product approval
Y
Use /IL tap -con with
h
1 1/2' penetration at V o.c. max.
from each corner and 20" o.c, max
thereafter at sill per product arc
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 accompanyin smoke
developed index not to exceed 450 when tested in accordance with ASTM E 84.
Insulation shall compig with F.B.C. R316.
Gulf Coast Supply and MPG 5V Crimp Metal roofing FL #11651.12
21 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 underlayment installed with min. 4 side laps and 0 end
laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails
spaced L o.c. at all laps end two staggerad 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 trues 12
with (10) IOd x 11/2' nails
PRE• -ENGINEERED TRUSSES
( 24" o.c.) supporting Max. 4
Ie101ba
at 24"o.c. TYPICAL
uplift
(shop drawings by manufacturer)
Aluminum Drip -D
R-30 blown fiberglass
Edge t Fascia
in bottom chord or trusses
/2' drywall with smooth Irish
2" x L" Sub-Faacla
Two rows of beam block filled with concrete
and (1) #5 bar con%, in each row. Substitute
Kagcar full o vent vlal soffit installed
precast lintel filled with concrete and (1) #5
bar cont. for bottom row over openings
u" 1/6' dm shank x 1S" lap gamy.
roolup nals With 3/e" dis, head per
product approval - see chart "Mil #1
1/2" dr wall over In x furring
stripa at IL" o.c. with R4.1 i-foil
insulation on typical 8' Block walls
5/8" thick light textured =_
All drywall to he installed per FBC R102.3.1
stucco on typical concrete
and shall meet all pertairang ASTM codes.
"M"
block construction
Mortar to be Type onig proportwned per FBC RLOl.I
and Mortar Jonts shall compiy with FBC R401.2.1.
Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...)
#5 bar Vert. w/
30" overlap
Fill cell With concrete and
at each filled cell
(1) #5 bar Vert. (typical).
ax. spacing shall not exceed
Wood
48' unless otherwise noted
f dat Is notes for
Grade
TYPICAL SEC
Baas see own ion p n
spacing at openings
4' concrete slab with fibermesh OR
L"x(p" #10/10 WWM on L mil Visqueen over
clean compacted termite treated fill
IIIIIIIIIIIII -
I" N a footing
14 x I4 Concrete g
with (2) #5 bars cost. and #5
T(O transverse bars at 48' o.c.
Scale : 1/2" = 1'-0"
to Masonry Beam
nails
AREA CALCULATIONS
Living A/C = 1446
sq. ft.
Front Porch = 141
sq. ft.
Rear Porch = 200
sq. ft.
Garage = S21
sq. ft.
Total Under Roof= 2108
sq. ft.
Total Cubic Ft = 11,568
2' VTR
AL
I
I
I
21" VTR
J
Masterr��
Bath I
1�; .
I
I
�•
tsv.
I
I
4" I 2' YTR
JL
I I
2• 3. ) I
Wier. I
Kit. amk I
Kitchen ��
I
' I
I
3•
w.�
Bath 82
3•
C.O. To septic
PLUMBING
RISER
I" x L' P.T. Buck nailed to
block with case hardened mad&
Head prior to door attachment
fixed door
sliding door
N Masonry Wall
al 1 'Pr/2"
Bottom Trac Typical Flooring
Sill Install SGD thru buck into
block with 3/i4" tap -con with
Sliding Door D e t a l l I from
penetration at L" .' max.
from each corner and 20." o.c. max
thereafter at Jambs per product approval
Jamb
At Masonry Wall NTS
Window
Schedule
Mark
Size
Rou h O en.
Window Descri tion
PRESSURE ZONE
I.
4'-5Ya"x 5'-3ia°
54id'x 193i;'
Single Hung
ZONE 4
2,
V-2Ye"x 5'-3'/e"
15" x 63 i,'
Single Hung
ZONE 4
3.
'-2' x '-2 1/2"
21 �2"x Wall
Single Hung
ZONE 4
4.
4'-5ie"x 4'-2%"
1
54k."x 54%"
1 Single Hung
ZONE 4
ALL Windows to be aluminum windows w/ tint
and mullions per elevations.
ALL windows to withstand pressures in permit info box on sheet I
ALL windows in bathrooms to be tempered
All rough opening dimensions to be verified bg contractor
with manufacturers specs prior to construction
Door
Schedule
Mark
Size
Rough Opening
Door Description
PRESSURE ZONE
A
9'-0" X i'-O'
108' x 84"
Overhead Garage Odor
ZONE 4
B
3'-O' X L'-8"
41 i+"x 83."
Fiberglass Panel - Inswing
ZONE 4
C
V -0" X V -8"
14" x 81 i2" m; t°"
Sliding Glass Door
ZONE 4
D
2'-0' X L'-8'
Solid Core -
Wood - L-Panel -&-Fold Finished
24' x 81 h"
E
X-L' X L'-e'
Solid Core -
Wood - L-Panel
F
5'-O" X L'-8"
Solid Core -
Wood - 4-Panel - Bi-Fold
G
2'-8' x V-8" x 1 %4`
Solid Care Wood, Steel, or Masonite Door
H
2'-8" X L'-an
Solid Core -
Wood - 6-Panel
J
2'-L" X 6'-8"
Solid Core -
Wood - L-Panel - Bi-Fold
K
120-as X L'-e'
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 specs prior to construction
14'-0"
EGRESS
r
03
°
MASTER
�=
BEDROOM
op
8'-0" A.F.F.
,---N
Flat Ceiling
0
Cr
ry
I
n 2" RI
4'-O"
o I I A/C
Meter
O
-O° Rod 'Shelf
I
raring to e I I N 4 Y, , hi g o
n CLO E I �
I me
�r� M- r A
•i •.�
[�
\ ,rill
I
Rod 915helf
---w
OATH
KITCHEN
O
L--�
O-IV
Flat Ceding
6'
Upper cabinets to
ext rid over Ref.
s Steel Ballard \
ea detail ap tbra-sho L
22' x 54'
Provide auto I A tkAccess
closer � _ _ �_ J
150 Amp
P nel
GARAGE
11, -4" A.F.F.
Flat Ceiling
C)
r-----------------i
I Block wall in
I garage to be
struck block i
I I
I I
1 1
1
I ®ZEI
I
I I
3'-5,9'-0-0.
I5'-10"
Install windows thru buck into
block with 3/I6" tap -con with
11/2" penton
etration et ' ac. ma
from each corner and 20." o.c. max
thereafter at ambs and 20' o.c. max
Exterior face at head and all per product approval
of wall -\ / \ Buck to be r x 4' PT
12" x 12" Concrete column /
block Pilled with concrete and
(2) #1 bars Vert. tied into
lintels above
Covered Porch
\%-- I
8'-O" to T-8" A.F.F.
Vaulteb Ceiling
GR IAT
ROOM
I
I
19'-8"
I
ry
x L" knee -wall B' O" to 9'-8" A.F.F.
ku counter top I Vaulted Ceiling
DIKING
7e��`Xe I ROOM
I
I Vanity to be
34 Y2"high
IrlI F Zirl IF, oh. � M
m Wall
B 1 ul i+1
st >O I
a l
22" --y
E BATH
Rod k Shelf
8'-O" A.F.F.
Flat Ceiling
III-L"
SECOND m
BEDROOM
LA Ic
I
\o, Y
EGRESS
mac+-iL++-•`
i
o_
COVERED
12" x 12' concrete
PORCH with con rate and (2)
into lintels
L' 2"
N
I
in
all
REVIEWED FOR
CODE COMPLIANCE
T. LUCIE COUNTY
BOCC
� "
block filled
ra Vert. tie O
i!1
6." s
3'-51, T-8" 2'-8" 4-21
34'-O"
Attach buck to block wall with
1/4" die. Elco conc screws with min.
1 1/4" penetration at 12' oc. max
and 4' max from each corner thru
Exterior face 2" x L" PT Buck
of wall
Ls.
m
Buck nailed to INSTALL VULKEM BLOCK SEALANT ��#a Wood screws thru iamb into busk
case hardened nail& ON ALL JAMB, HEADER, AND at each hinge and 15' o.c. max and
Detail a t Windows prior to window attachment SILL BLOCK PRIOR TO BUCK D stall at Door prior to door attachment
INSTALLATION
NTS NTS
Braden It Braden AIAe PA
Winne Bulldln�Corp.
Date Drawn :
Revisions :
Sheet
Architects -Planners
GARAGE
5-23-18
5-23-I8 Smoke detector revision
411 S.E. Coconut Avenue
The Grand Carlton
LEFT
Drawn by:
21
Tel : (112) 281-8258
C.C.U.
Spanish Lakes
St. Lucie Count FloridaStuwi•r_
Fax (rage 2 scomea 3
E-mail: bradenaia comcast.net
Checked bg:
FL �S44gG ,root-nnnn�2
�
D.R.B.
OF 5
Comm #
12 261
B
r—I-7,,7 - -----1
1_ 14'-0" 1, _1_' " 1 20'-0" 1
I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL
BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM
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
ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI
BE 3000 PSI OR 4,000 PSi GROUT MIX AT 28 DAYS
3. POISON SOIL AND COVER W/ 4 MIL. VISQUEEN WITHIN 24 HOURS. NO
SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION.
4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10
WELDED WIRE MESH REINFORCING ON 6 M(L. POLYETHYLENE VAPOR
BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL
(MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH
MiX MAY BE SUBSTITUTED FOR WELDED WiRE MESH.
5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS
BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF
CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL
PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE
STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND
COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY
PROCTOR VALUE.
6. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND
DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE
ATTENTION OF THE ARCHITECT.
1. GARAGE FLOORS TO BE SMOOTH TROWEL FiNiSH (SLOPPED PER
FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR
FOUNDATION FLAN
8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY
FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS
9. DESIGN LOADS ARE AS FOLLOWS:
ROOF (DL+LL) = 41 PSF
WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1
EXPOSURE ="C"
10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, t
A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL.
II. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR
BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE.
FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS,
SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE.
12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
FOOTING: 3"
BEAMS: 1-1/2"
13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS.
14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI
15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000
PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE.
16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED. FASTENERS TO HAVE MIN. GI85 RATING.
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 6'-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)
(a. Contractor to provide for Form Board Survey — Form Board Survey
to be provided to Truss Company prior to truss construction
-1. Contractor to provide for soil test prior to construction and provide
a copy of soil test to architect for review prior to construction
8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and
A-35 specifications. ALL Anchors to be A-301 steel.
9. Provide a minimum of 3" concrete protection at footings and
1-1/2" concrete protection at beams for ALL reinforcing bars.
#5 bar vert. w/ Thicken edge to 8"x8"
30' overlap ji-Ec
TYPICAL with concrete and
at each filled cell TIONS one #5 bar continuous
4" concrete slab with fibermesh OR
Vxb" #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
J E _-—LLL�L�yVIJ I111 Hill
—II I I[rI I I Itl 11 I�14'w x 14"d concrete monolithic
footing with (2) #5 bars coot.
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, backfillmg 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.
4" concrete slab with fibermeah OR
OxV #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
PORCH SLAB E
14"
I #5 bar vert. w/
TYPICAL FOOTING DETAIL 30' overlap
_ SCALE 1/2" = 1'-0
" at each filled cell
4" concrete slab with fibermesh OR Adjust curb height
CxC 1*10/10 WWM on 10 mil Visqueen over based on gar. floor
clean compacted termite treated fill slope.
#5 bar cons. #5 bar in curb
Step per Grade
o foundation plan
1MIA
0" (2) #5 bars cont. bottom steel
" II
12"
2 DETAIL AT GARAGE STEPDOWN
SCALE 1/2' = 1'-0" GARAGE
12' x 12' concrete column
block filled with concrete
and (2) #1 bars vent. tied
into lintels above Verify house slab
height in field
Top of footer
I6" below finished rioor
30"x30"xlC' concrete
column footing with (4)
45 bars each way
E DETAIL
St^.41 P 1/2"
4" concrete slab with fibermesh OR
VxV #10/10 WWM on 10 and Visqueen over
clean compacted termite treated fill
O'-O" a F.F.
0,r /
II IIII—
14% x 14'd concrete monolithic
footing with (2) #5 bars cant.
14"
RB DETAIL
SCALE 1/2" _
2' x 6" PT wood secured with \
3/8"dia. x 6" anchor bolt at 18" o.c.
overhead door track secured to wood
jamb per manufacturer's product approval
Garage Door Jamb Detail
GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS
PERMIT INFO BOX ON SHEET #I. SEE PRODUCT
APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL.
Filled Cell Masonry Column With One
#5 From Footing To Tie Beam
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
❑ ,o.
is ab
Sinale 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 it Braden AiA, PA
Architects - Planners
411 S.E. Coconut Avenue
Tel : (112) 281-8258
Fax : (112) 281-8283
E-mail: bradenaiascomcast.net
---- 9---- l
I
z t— — J
©
Filled cell under
QI
I FI
girder above
24„ I
m I
o
I
Rear Patio/Slab I
p
r J
to be poured saparate� u1 ®I
from the house
slab.
n I
o I
°
d)) I
1 Thicken footing to
24% x 14"d x 24"L I
I
FI under filled cell ° a
I
under girder bearing. ° l
° °
O O C
—
m
I Rear Petio/Slab to
U c
be flush with bottom of
o
( sliding door recess.
I
a
Slope 1/2"
LLN
°I
°I
I
I
I
I
I
I
I
I
©I
I
I, 4" concrete slab with fiber esh OR
6"xb" 1110/10 WWM on 6 mil V squeen over
clean compacted termite treated fill
ID
I
I
I ,
V
"
I
I�
L I
— 1
i--————— — — —
w.H I
1 4'4 Steel Ballard
idled w/ Concrete ® I i >
i 3 0 I
� o ia�-
v I L
I vUrfaI1
I
I E° I
I 3vW
0
I BQ I
o Uo o = I
I u:� u
IQ �00 W I
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FI I
I
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I 0-UJI
X p
O
in
� — ® Recess for — — — — r '� N i—I
Garage Door
3'-5" 9'-0.
Wunne Building Corp.
The Grand C
Spanish Lakes
St. Lucie County Florida
--' II'-6" J—e
12" x 12" concrete columill
with concrete and (2) #1 bars vart. ti
into lintels above
11
REVIEWED FOR
ODE COMPLIANCE
�T. LUCIE COUNTY
BOCC
rna
gU
d7 `t
Nm
LL __
FOOTING
SCHEDULE
Mark
am
Description
I
14"W
x 14"D
MONOLITHIC FOOTING
WITH
2 #5 BARS CONTINUOUS
12"W
X 12"0
MONOLITHIC FOOTING
WITH
(2) #5 BARS CONTINUOUS
30"
x 30' x IVD
COLUMN FOOTING WITH (4)
#5 BARS EACH WAY
8"W
x 8"D
THICKEN SLAB EDGE
WITH
1 #5 BAR CONTINUOUS
®14"W
With
x 14"D
Gurb at Geraga
MONOLITHIC FOOTING
WiTH
2 #5 BARS CONTINUOUS - CURB • O'-O"
Date Drawn Revisions :
GARAGE 5-23-18 5-23-18 Smoke detector revision
a r l t on LEFT Drawn c.c.u.
Checked by:
D.R.B.
Sheet Comm #
12-2io
OF 5
ROOF SHEETING
ATTACHMENT DETAIL
I. Minimum Nall Size = 8d ring shank (min. 2.5" long)
2. Minimum Screw Size = #8 x 2"
3. Minimum Sheathing Thickness 19p/32" CDX Plywood
4. Use
peramit info boxsonathesenplansssforr forroofstated
Keu
Area
Ede
I Field
Fastener
Max*
Zone I
4"
8d ring shank
psf
Zone 2
8d rin shank
sfZone
3
8d rin shank
sfZone
3a
b"
6"
48 wood screw
psf
** Use nails or a4yews based on res ure for i of stated
in permit Info box on these pl�no for zone
Verify with Plan
Concrete
/ Lintel
Reber 48 Bar Dia.
Min. Overlap
Column
12"x 12'
dumn Block
Rebar
Provide $5 bars with min. 48 bar
diameters overlap into beam. Tie
filled call steel into continuous
beam block steel.
Provide Cast -Crete —
8U8-OB/OT precast - - - - -` --
Imtel set in mortar —
Min. 8' Bearing -- - -`�
Provide 85 bar set in pre -cast
lintel into beam where length or
the opening calls for it.
Provide PT Buck
etei into filled ched per jm el
6 1
i 4" re cast
Bill
I I
Filled Call
Provide 45 bars with min. 48 bar
tam are overlap in Pilled cell. Tie
led cell steel into continuous
rooter steel.
PIP —
:,'I Concrete Footing
t:Ib':- i (pee looter schedule
rr,.r for exact sizes)
DETAIL AT WINDOW OPENING IN
CBS WALL Scale: 1/2" = 1'-0"
SINGLE PLY REAR GIRDER TRUSS
Not 2" x 4' bbelun.g to vert. leg or
ue trwith IOd x IS nails at 4' o c.
Install Simpson MGT into wall tromp
5/8' dia. threaded rod not imp. 12'
into not beam and (22) IOd nails into trues
TRUSS BLOCKING DETAIL
to Lintel Attachment AT GIRDER STRAPPING
AT CENTER BEARING POINT
NTS
1/8" thick light textured stucco installed per
ASTM C 926 over ASTM D type 2 paper backed
wire lath nailed to substrate through one layer oP
ASTM D T e 2 felt paper using Od nails. Substrate
to be 19/32' CDX Plywood nailed at L o.c. in field
and edges with IOd ring shank nails into studs.
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL s11651.12
2L ga. 5v crimp metal roofing attached to plywood deck using s9 x 1.5"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(type 2) 30 lb felt underiatiment installed with min. 4 side laps and L" and
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced L o.c. at all laps and two staggered rows 12' o.c. in field. Attach
dock to trusses using attachment detail on this sheet
LINTEL SCHEDULE
Mark
Win�oaRom
t�
LSi 1
Gast -Cc
tack
" qb�r
am
saw,LLo�w,
Mot
Mot
���
L�)
2'-2'
3'-6'
OFO-QD/IT
I
s5
3061
iL1
1024
1.Z
3'-r4'-5'
4'-o'
W8-OS/IT
1
s6
16LIk'li3
1L3
r
11 10'
�e-OD/IT
1
s5
80s
wal
3315'-0'
6'-L'
�O-0m/IT
1
s6
1230
onV-S'
11-C
08-00/IT
—
1
as
too
121
994
L00
1 01
1 T-4'
OFO-Id/2T
I
s5
2
95
152
sed
612
L10
Y-O'
W-6'
8P0-Ill,/2T
I
$5
2
s5
L43
no
401
L10B
11
10'-0
OPIL-I5/2T
ONE
1
s5
2
85
535
us
401
LI00
KII
W-4'
OFO-IB/2T
1
ss
2
1 $5
502
444
452
LI00m
IyW�-O'
Ill
OH6-111/2T
ONE
1
ss
2
s6
13"
1028
452
L120
'-0'
lei
W-4'
1
s5
2
85
4i1
428
324
L1208
121-0'
IS'-4'
$PIL-IB/2T
ONE
1
ss
2
s6
1015
110
324
LI40
W-0'
O)'-4'
OPIL-I5/2T
ONE
I
as
2
s6
1250
604
2"
LI60
IL'-O'
111-4'
BPO-I5/2T
1
05
2
s5
goo
M2
144
LW5
I IL'-0'
IT-4'
I VU-0/2T
ONE
1
s5
2
s5
150
goo
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 REGARDING
LINTEL CONSTRUCTION. HANDLING INFORMATION, AND SAFE LOAD REQ.
REQUIREMENTS
- LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED.
12
Sunpaon HETA 20 or equal 4
with
il0) III x 1 I/2'naills
uss
It 24' o.c.) w�pporting Max
18101be Idt
Aluminum Drip -
Edge t Fascia
Flash and Counter
flash
Nail ledger to
gable end truss
with (2) IOd ds
at each mob\
Aluminum Drip \ /
Edge t Fascia 1/2• that stucco on 3/e• III lath
attached to honrontal and vertical seed
12" mamma with nele or staples to provide
no lea than Il penetration into
2" x V Sub-Fasel hormontal wood framing and 3/1 penetration
site vertical wood frowng members
Keycap full o vent vmpt soffit installed
wing 1/8' de shank x IS• Iona gels.
rowing note with 3/8' die. head per
product approval - see chat sheet sl
12" x 12" concrete column
block filled with comets
and (2) 81 bare Vert. tie
into hems above
thicken edge to 8"xO"
with concrete and
one s5 bar continuous ~
BEYOND
Top of rooter
16' below finished floor
Brace Gable and
with 2" x 4" SYP s2
Oft back nailed to bottom
of top chards using (2) IOd
nails at each truss
RE -ENGINEERED WOOD TRUSSES
e 24"o.c. TYPICAL
( shop drawings bg manufacturer )
I
LU
too
4
a,
X
�
pa
rn
N
LU
2r
a
u.,_
as i°
ti
d
E_C=
ODO
@uN
N
Q
s`
w
Brace Gable end
with 2" x 4" SYP s2 min.
aft back nailed to bottom -
of top chords using (2) IOd
nails at each truss
Stra,P truss to wall
using Simpson MGT with
Simpson
HETA 20
5/8 dia.
threaded
rod with min 12" embedment
hurricane anchor
at each truss
into beam
(22) IOd
either wet set or in epoxy oath
nails into truss. Add blocking to
( 24" o.c.)
supporting Max.
pp 9
trues leg
per detail
on this sheet
t F-TA 2O 1810
lbs. uplift
IY
W
to
X
c. a
C4 R c
CV
a
=sea
v..-Q
ti
n- m q)
to
ia l-
�C4
7 �r
lV
11l
All drywall to be installed per FBC R102.3.1
T and shall meet all pertaining ASTM codes. •SETA 20
bD Mortar to be Tgpe "M" only proportioned er FBC Ri I
and Mortar joints shall Gomply with FBC 401.2.1.
Provide Our-O-Rock at all wet areas (ax. showers. tube etc...)
Fill cell with concrete and ROOF FLAN
(D u5 ppbar Vert. (typicaD.
48. unleeanotherwise n oted ed
Wood see foundation plan notes far — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET
Base spacing at openings — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET
4" concrete slab with fibwill Visqueen esh OR
L"xL' s10/10 WWM on L and - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER
over
clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE
ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION.
ALL TRUSS TO TRUSS CONNECTIONS BY
III III— "III TRUSS MANUFACTURER
Inn-
- — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR
14' Fl TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION
fill""� TLplcal Section at Front Porch — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE
�>.Io I/,)" = r—e" FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION
BOCC
5/8" thick light textured
stucco on typical concrete
block construction
Varies - see plan
s5 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 per foundation plan 'r
\R-30 blown fiberglass LO
in bottom chord or trusses-1/2' drywall with smooth finish roTwo rows of beam block filled with concrete
_and (1) US bar cons. in each row. Substitute
recast lintel filled with concrete and (U s5ar cunt, for bottom row over openings
1/2" drywall over I" x furringg
stripa at 16" o.c. with R4.1 PI-foll
—insulation on t pical 8' Block walla
,0614
- I
;' Oro
I
IM
OWN
WAS
I ff4#,A
I
I
NED
i
AMA
EA__
A— MeA W-,
AA A
"1M_nrJ1A"2
EASP
--.1
JLL
woGy
tt
d) tied
W.
JIMA
rim
"100
K
OPTiO
PANEL
"A"
Poles
BR
Load
Wire
Description
clrc#
arc#
Description
Wire
Load
BR
Poles
2
40
-1.0 km
#8
A/C camp
1
2
AHU
alo
3.5 kw
30
2
3
4
2
30
4.5 ka
a10
40 gal. water HTR
5
6
Rsew
at
12.0 km
50
2
i
e
1
20
1.8 ka
$12
Pump
9
10
Drilar
#10
5.0 ka
30
2
11
12
1
20
1.5 km
#12
i3
14
Dishwasher
812
1.2 ko
20
1
1
20
1.5 Ike
a12
Mwroaave
B
lit
Refrigerator
812
1.2 ke
20
1
1
20
1.5 ka
812
Kitchen S.A.C.
n
18
Recepts
#12
-
20
1
1
20
1.5 ko
212
Kitchen S.A.C.
19
20
Racepts
812
20
I
I
20
1.2 km
#12
Clothes Washer
21
22
Racepts
#12
20
1 1
1
20
0.81 kw
*12
Garage Door Openar
23
24
Racepts
812
20
1
I
20
11.4 kw
a12
26
2L
Recepts
812
20
1
1
20
1.92 he
#12
21
28
Racepts
#12
20
1
1
20
#12
General Lighting
29
30
Recepts
212
20
1
1
20
812
General Lighting
31
32
Racepts
812
---
20
1
-
1
20
$12
General Lighting
33
94
Exterior GFCI
#12
-
20
I
-
1
20
#12
General Lighting
35
3(,
Bathroom GPI
#12
-^
20
1
-
I
20
$12
smoke Detectors
3
38
General Lighting
#12
-~
20
1
-
I
20
#12
Bathroom GPI
34
40
General Lighting
#12
20
I
1
spare
41
42
s are
PANEL "A" LOAD CALCULATION SHEET
Load Description
Qt .
Watts
Total(Watts)
General Lighting (3, watts aq, ft.)
Smell. Appliance, Circiut(s),,,,,, ,,,,,,,,,,,,,,,,,, ,,,,,,,,
.Range..,,,,,.... ..............................................
Refrigerator. ............................................
Microwave
...crow........................................................
Dlah Washer
Clothes. ,Washer ...............................................
Clothea,,Dryer,,,,,,,,,,
Water Heater............... ........ ............... .......
Water Pump...............
Garage. Door .Opener ........................................
1135
3
5205
2
1.500
3,000
1
12000
12000
1
1.200
1.200
I
1500
11500
1
1,200
1,200
1
1200
1,200
1
5,000
5,000
1
4,500
4 00
1
1,800
1.800
I
810
810
Total Watts
31,415
First 10000 Watts s100%
1
10,000
10 O00
Remainder 21,415 e40%
1
O
10,9166
Electric Heat or A/C 10,000 945%
1
10,000
10,000
Calculated Load
Watts
30,9it
Voltage
240
Calculated Wattage Divided bg Voltage = Total Amps 129.03
Panel Size Required = 150 Amps
Electrical S mbol Le end
$
Single Pole Switch
®
Recessed Can Light
$i
Double Pole Batch
®
Eyeball Recessed
e
Push Sutton switch
Exhaust Fan
Duplex Outlet
¢
Cohng flaunted Light
_0
special Receptacle
0-
Way Mounted Light
MIL
aterpr ground faultcircuit
1.21
Light with Pull Chain (attic)
®
Flax Duplex Outlet
©
Computer Connection Jack
Qcn
Carbon Monoxide Detector
4cil'
Flood Light
T
Thermostat
®
Electrical Parrl
®
Central Vac
8
Electrical Meter
®
Smoke Detector
e4�e
Ceiling fan
®
Television Jack
©
Telephone Jack
a � c
A/C Disconnect
®
I x 4 Florescent Light
®
2 x 4 Floreacent Light
®
Speaker Hook -Up
0
Intercom
1Cssn�_>�hc�_
Soffit
AiC
Meter
li3 CFM
IOxlOxi
MASTER
BEDROOM
103 CFM
IO)d"
12id2x9
B/A
CLOSE
MAI
150 Amp
Panel
PATIO/SLAB
I
I
GR IAT
ROM
I
I
F_M I C Ce
K I
12"
L-------f -
Registers
Ifin
owoxi
DiNING
ROOM
O
I d ri 1 ®®
0 FMor
A TT H
- - - , - I-
l /IL-----
ili•
Attie Access
- with light, I Q I I 232 CFM
rixixl
Lit
GARAGE
r----------------- i
I I
I 1
I I
®= JUNCTION BOX TO SUPPORT A FAN � F. C A N I C A L L A � O
O = THERMOSTAT LOCATION
B/A = BALANCED AIR SCALE: 1/4" = 1'-0"
Electric Notes:
I. Use copper were only, no aluminum. 11. It is not the intent of these plans to show every minor detail
2. Provide and wire ell required smoke detectors. of construction. The contractor shall furnish and install
3. Contractor to verify location of electrical all items for a complete electrical system and provide all
service and provider. the requirements necessary for the equipment to be placed in
4. ALL paddle fans shall be on a rheostat. proper working order.
S. ALL bath and kitchen receptacles to be GF1 protected. 18. All work shall be done in accordance with the N.E.C. and
6. ALL exterior outlets to be WP/GFI protected, shall comply with all local codes and ordinances, and shall
1. Recessed cans to be installed per NFPA requirements. meet all standard requirements of the local electric utility
8. AFCI receptacles are required in all rooms except and telephone company.
Kitchen, Bathrooms, and Garage.
9. A/C Return Air Balance Must comply w/ FBC RMI602 19. The electrical system shall be completely and effective)_g
`
10. A/C Refri erant lines that are run thru slabs must be
sleeved in fVC grounded as required b the latest edition of the N.E.G.
g
11. ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underwriters'
12. All work shall be performed bg a licensed electrical labels where applicable.
contractor, the completed system shall be fullg operative.
13. Contractor shall pay for all fees, permits, testingand 21. All equipment and panel sizes shall be verified before
inspections including blower testing where required. ordering. The contractor shall provide circuit routings to
14. All work shall be coordinated with other trades to avoid suit the job conditions.
interference with the progress of construction.
15. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for on the plans
against the public liability and property damage for the or as selected bg others.
duration of the work.
14, Contractor shall guarantee all materials and workmanship 23. All raceways and pipes placed in or through any concrete
free of defects for a period of not less than two 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.
year from closing sale of house.
Correction of defects shall be completed without additional 24. All exposed wire below 9'-1" shall be installed in metal EMT
charge and shall include replacements or repair of ang conduit.
other phase of installation that may have been damaged. 25. Drger Vents to be installed per FBC RM1502
SECOND
BEDROOM
FLI i
1 /A�
COVERED
PORCH
A/C disc.
AMP
#12/0 Aluminum feed
I Al Conduit PANEL
M TE
AHU
20 PVC l FPL
rnr,r�
2" rigid service PPL 9ar15 eont!p46rrPrn slab
ELECTRICAL RiSER
- Contractor shall use AL-CU Landing lugs. NTS
- Contractor shall torque lugs I.A.W.
manufacturers recommendations which
shall be verified prior to construction
H.B.
Vent thru
soft
Braden t
Braden AIA, PA
Architects
- Planners
411
S.E. Coconut Avenue
Tel :
(112) 281-8258
Fax :
(112) 281-8283
E-mail:
bradenaiascomcast.net
f�
Exhaust Duct
Thru Soffit
4" Exhaust
Duct Thru
Wall
WP Qfx
Install oulet ,
under disc. a
not shown or d
clarity
A/C
Meter
MASTER
BEDROOM
o
OPTIONAL
PATIO/SLAB
i
,'Covered Porc1i%\
WP GFCI t t
t I
`\ 1
ww I �1"I
I
swe
Smoke / Carbon G R AT
Monoxide Detector R O M
Combo
® S I
I
I
I
I
I
I �I
I © JI
I 11
I t1
I 11
i
-%\ I DINING
GFCI I 1
--1 ROOM
I: FC \ I 1
GFCI GFCI
/i KITCHEN
IL - - - - - - - -
/24" I 3'-2" 3'-2„ Nnes p
/ C,M. Detector
only per PBC
R314.3
CLOSiE
42' GFCI
W.H.
Attic J
L
150 Am
}2 Optional
Panel \ Pull chI panel location
ain
\ light in attic
42" GPCI
GARAGE
Garage
Door
Opener
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
ELECTRICAL PLAN
------
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F O,Cente
-y t`tSECO1�T1�-4
BgDROOM
Total Attic Space = 2124 sq. ft.
Venting Ratio 1/150 = 1-4.1 sq, ft. required
Provide A Continuous Vented Sof f it
WW nne Build
Ing Corp.
The Grand Carlton
Spanish Lakes
St, Lucie County Florida
IMP
\ � � COVERr&rT
n PCRICH
SCALE: 1/4" = 1'-0"
Post Light with
Photo call I
m
IL
Date Drawn Revisions
5-23-18 5-23-18 Smoke detector revision
GARAGE Drawn bg:
LEFT C.C.U.
Checked bg:
D.R.15.
REVIEWED FOR
BODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
rr, 414, p Y
bui Ir;,
H.B.
Exhaust Duct
_-Thru Soffit
a Wire For
Front Post
Light
Sheet Comm #
E - 12-2�
B
OF 5
e
I,&=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
5PAGING NOTE
ALL TRUSSES ARE TO BE SET
AT 2'-0: ON CENTER
EXCEPT AS NOTED
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
A IF MULTIPLE PLY. All
F9
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
Cr1NCl U T Rr:CI
30' Span or less
30' to 60' Span A
Spreader Bar
60 degrees
or less
0 9 �_ Approx 2/3 to
/2
Tog Line soon ODprox.
e /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 crane used.
Truss Is on example, your truss may not match.
This is an example, truss may not match.
Insist crane operator sets truss this way.
Insist crane operator sets truss this way.
All load bearing walls, headers,
beams & lintels must be in place
at indicated height before trusses
A are installed. A
P.1 F2 F —1 i IV Ill L Ill Il " O T Ill
UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES
ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR
ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT
WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS.
CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR.
U REPRESENTS A HANGER
For Truss to Truss
Connections see
hanger/connector
schedule in engineering
package.
Carrying Girder
Nails must be as
shown. Guide tab!
Dome angle nails.
russ
SEAT PLATES BY CHAMBERS
INDICATES LOAD BEARING WALL
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-1"
ABOVE FINISHED FLOOR
12
4.00 F--
Al
to
upset=l/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-1"
TYPICAL END DETAIL
12
4.00 F---
12
th 2.00—
upset=1/4" heel=315/16"
PLUMB CUT END
1'
2 x 4 Top Chord
WALL HEIGHT 8'-l"
END DETAIL: A
A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN L=NGTH
® Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers
o r,
"
GARAGE LEFT
GARAGE RIGHT
FABRICATION AGREEMENT
TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED S RETURNED
The legal description of the property where the trusses will be Installed is:
The undersigned acknowledges and agrees;
I. Trusses will be made In strict axordence with thle War placement diagram layout,
which the Bole authority for determining.suxesaNl fabrication of the trusses.
2. All the
at this layout have been veriaed by the undersigned.
.3. Unless written notice is provided by certill mall to Chambers Truss within ten 60)
days Of delivery the undersigned agrees that no backcharges will ba allowed. .In the event
such written notice Is fumished Chambers Truw'hail have three (3) buatneas days In which
'to begin repalm required, orto substitute othsc Wawa, at Chambers cpt11nh
4. The undersigned acknowledge' receipt of "BCSI 1.03" summery cheat by TPI 8 WTCA.
5. Deal Is to Job she. It Is the buyers'responslbllhy to make the Job site suitable for
delivery. Chambers Truss has the sole authority to deternlne me suheblltty of the job site of a
potion of the job she for delivery. Chambers Truss wilt be respons@le for dump delivery only.
The buyer Is responsible for additional dellve: expenses If Chambers Trues has to redellvar
becauearob she Is not prepared for delivery or buyer Is not prepared for delivery of trusses,Sul Is responsible to Chambers Trues for towing costs due to site condlaons.
S. Pike as shown Iq paragraph 7 below to subject to change h any changes are, made In
this Iii A $50 per hour fee for revlslons may be charged by Chambers Trust.
.7, This is a PURCHASE ORDER to Chambers. Truss of the sum agreed to, or h n0;
agreement a reasonable price. Involve will be made on delivery and paid within 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 Chambom,Truse reasonable
attorneys fee for oollectlona In event of payment not timely made, 1.12 % per month seryjce
chary' will be added for all sums not paidwillterns.
S. Signature or Initials anywhere on this sheet constitutae agreement to all terse herein.
8• In consideration of Chambers Truss extending credit for this material the undersigned
uncondhlonally guarantees payment when due of any and all Indebtedness owed to
Chambers; Truss by any entity mcelving material and the undersignedagrees to pay such
Indebtedness Including attorneys fees, r default In payment for materiel be made by the
recipient 1.
10. In the event of any litigation conoeming this agreement, the items furnished hereunder
or payments refered to herein, the, parses agree that the sole venue for any such action will
be 8alnt circle County, Florida.
Ii, Design responslbllales are per"National Standard And Recommended' Guidelines On
Rasponsibllltles For Construction Using Metal Plate Connected Wood Trusses
ANavrPVWTCA 4 - 2D02
DATED
SIGNED
FOR Tr'LE
Aspreaderbarmayberegt wipoll 14rIII prevsrtUauyBrdamage.
.
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.
Ttt� ffx*beadwWWool perdesigntopsvert"IS damage,
Trusses must be set plumb and square
Do riotaet bunks or stack of plywood, roofing material or any
other 2 t entrated 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
3105 Oleander Avenue
Fort Plerde; Florida 34982-8423
800-551-5932
Fort Pierce 772-465-2012 Fax 772465-8711
Vero Beach 772469.2012 Stuart '772-286.3302 '
1411 Ali ruautaeeaTOlf_QC CnM n .
The Architr Fs or Architect's representative's)
shop drawing approval is NOT a
..double check" Of the The contracontractor.
ctor shall remain responsible
for checking field measurements and
other construction criteria. Architect's
approval covers general roof shape,
review Of truss strepping, and loading on
structure from gravity and u
their reuplift loads and
stive laCc/}tio s.
Approved By: J/�
Dale: -1 ---LLL
Braden & Braden A.I.A. P.A.
92.0/93.2 MITEK 4.2
DESIGN CRITERIA
County
SAINT LUCIE
Building Department
SAINT LUCIE COUNTY
Wind Design Criteria
ASCE 7-2010
Wind Design Method
MWFRS/C-C hybrid Wind ASCE 7-11
Roofing Material
Shingle or Shake
I
Loading in PSF
Roof R.D.L.
<,I
w'
Top Chord Live
20
H
o
Top Chord Dead
7 4.2
r
•-.
Bottom Chord Live
10 Non -Concurrent
N
°
Bottom Chord Dead
10 3
TOTAL Load
37 7.2
Duration Factor
1.25
tp
C
Wind Speed
165mph
R
Top Chord C.B.
Sheeting by builder.
H
w
Bottom Chord C.B.
Sheeting by builder.
Highest Mean Height
14'1
U
Building Type
ENCLOSED
Building Category
II:Non Restrictive
Exposure Category
C
Barrier Island
No
Conforms to FBC 2017
W
H
Q
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Chambers Truss Inc. Drawing Name: M11323
Scale: 1 /4 = 1'
72 total trusses, 13 different trusses.
MI 4: SAE ACAD: SAE Reviewed By:
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 DRAWINGS ARE ATTACHED TO LAYOUT
M 11323 7&0 `s