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HomeMy WebLinkAboutBuilding Plan12
4 SLOPE
COVERED
PORCH
z-4;;--fa — — — — -
5/8" thick x 8"w cut
Finish Columns with coral finished stucco bands
5/8" thick cut coral
finished stucco bands
LEFT ELEVATION
RIGHT ELEVATION
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"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(type 2) 30 Ib felt underlayment installed with min. 4' side laps and C end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach
deck to trusses using attachment detail on this sheet '�'
SCALE: 1/4" = 1'-0"
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 4I101.12
2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(type 2) 30 lb felt underlayment installed with min. 4' side laps and L" end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced L o.c. at all laps and two .staggered. rows 12" o.c, in field. Attach
stucco on tgpicitl concrete
block construction
SCALE: 1/4" = I'-O"
5/8" thick light textured
stucco on typical concrete
block construction
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 911461.12
26 an. 5v crimp metal roofing attached to plywood deck using 49 x LS"
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 6" end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach
deck to trusses using attachment detail on this sheet
12
4 1 SLOPE,
12"
C
5/8" thick light textured
5/8" thick x 8"w cut stucco on typical concrete
coral finished stucco bands block construction
12
4 1 SLOPE,
12"
.H.
COVERED
PORCH
0'-0" = Finished Floor rk
REAR ELEVATION
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12
24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(type 2) 30 Ib Felt underlayment installed with min. 4' side laps and L" end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach
deck to trusses using attachment detail on this sheet
SCALE: 1/4" = 1'-0"
alb -OM
�� �( � 5r)rwcr!' nt u13�1
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" COX PI wood nailed at 6" c.c.
in field and edges with IOd ring shank galvanized
nails into truss webbing.
ICI
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5/8"
thick x
8"w cut
coral
finished
stucco bands
FRONT
ELEVATION
1/2" drywall ceiling on truss bottom cord
2" x 4" top plate
1/2" drywall on
2" x -4' studs at W' O.C.
base -board II II / 2 x 4" P.T. bottom plate
4" concrete slab with fibermesh OR
L"xb" #10/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
Interior Non—Bearinq Fartltlon
nts
Braden It Braden AIA, FA Wgnne Building Corp.
Architects — Planners
III S.E. Coconut AveriUe T H l� I N D S C
Tel : (112) 281-8258
Fax : (112) 281-8283 Spanish Lakes
E—mail: bradenaiagcomcast.net St. Lucie County Florida
Stuart. FL 34994 UAAC000032
SCALE: 1/4" = 1'-0"
ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING
OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP.
AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE
PERMITTING INFORMATION
(FORM 100)
Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading
Building Design is: Enclosed Risk Categorg: II Wind
Velocity: 165 mph ultimate
Mean Roof Height: II''�-q�" Roof Pitch: 4:12
Internal Pressure Coefficient: ±0.18
Subjectabilitg to damage from: Weathering: Negligible Termites: Veru Heavui
Width of Roof End Zone: 3'-4" Wind Speed: ILS
mph ultimate
Wind Exposure Classification: C 1.21 x O.6
Adjustment factor for Exposure Height:
= 0.126 ASO design
Load Combination: ASCE 1-10 Section 2.4 DL+LL;
DL+O.6WL; 0.40L+O.4WL
Components t Cladding Wind Pressure (NET) Roof
Zone: I. +20.4/-32.6 psf
Roof
Zone: 2. +20.6/-51.0 psf
Roof
Zone: 3. +20.6/-84.0 psf
Components t Cladding Wall End Zone Width; 3'-4"
Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf
Wall Zone: S. +35.8/-41.8 psf
Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3psf
Shear Walls Considered for Structure? Yes
Continuous Load Path Provided? es
Are Components an Cladding Detai s Provided? Yes
Minimum Soil Bearing Pressure:2,500 psi. Presumptive: X By Teat: psi
This Building Shall Have the Following:
APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER:
ROOF LIVE LOAD: 1 psf ROOF DEAD LOAD: 10 psf
FLOOR LIVE LOAD- _A5- psf FLOOR DEAD LOAD: 10psf
JOB ADDRESS- N�jgSD c�
Model:
REAR
PORCH
LEFT
TO F1 0;1-?dH
0 = Roof Zone I
Walls Zone 4
Roof Zone 2
Walls Zone 5
END ZONE
Corner Zones
Roof Zone 3
Date Drawn Revisions Sheet Comm tt
5-9-11
Drawn by: _ p
C.C.U. C�
Checked by:
D.R.B. OF 5
Counter top - Jerlfy type
with contractor
File Copy
FLOOR f'LAN
CRASH POST DETAIL
TYPICAL NOTES: SCALE 1/4" = 1'-0" N.T.S.
I. Contractor to verify ALL notes and dimensions prior to 36" high bg V diameter
proceeding with work. steel crash post. Floor
p g Flange with 4 - 3/e"
2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into
3. ALL Lumber to be used as Beam, Rafters, etc... to have 51ab (3/8"t 50 ksi steel plate)
a minimum 1,400 P.S.I. fiber stress. 6.
4. No dissimilar metals to touch. 2h" 2/,
5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete,
ALL Concrete used for vertical filled cells, cont. tie beams etc.. to ° -
shall be 3,000 P.S_i. concrete and/or 4,000 P.S.I. grout mix
(o. Drywall at ceilings shall be leveled and attached to bottom chord
of trusses with screws per FBC R102.3.5. 2
1. ALL wood in contact with concrete shall be pressure treated. o o_
8. ALL wall dimensions are nominal and not finished wall or stud dimensions.
9. ALL plumbing fixtures to be low flow.
10. Contractor to Provide Drain at water heater in accordance
with the current edition of the Florida Plumbing Code.
11. Contractor to Provide a 2'-8" wide door at one bathroom for
handicap accessibility requirements.„ 2'r," 2'r; y2"
12. Lowest finished floor to be set bg Governing Building Department 6"
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
flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation
materials exposed on the underside of the roof deck or on the attic walls shall comply
with F.B.C. R316 - see permit info box of code edition
18. Gpsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931
CW6O, C1002, C1047,C117i, C11-18, C1218, C1395, or C1396 and shall be installed
according to
the following: (FBC R-102.3.5)
Masonry Beam
I" x 6" P.T. Buck nailed to
block with case hardened nails
/
prior to door attachment
Drywall
Framing
Max. spacing
Nall sizing options for
Spacing
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 C1118 and installed I.A.W. manufacturers recommendations shall
be used as backer for the wall the in tub areas and wall panels in shower areas.
21. Insulation including facings such as retarders or vapor permeable members installed
within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics
shall have a flame spread index not to exceed 25 with an accompanyln smoke
developed index not to exceed 4E 8450 when tested in accordance withh RA
Insulation shall comply with F.B.C. R316.
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12
26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5"
wood screws with self sealing washer at 12" o.c_ max spacing over ASTM D
(type 2) 30 lb felt underlagment installed with min. 4' side laps and 0 end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced 6 o.c, at all laps and two staggered rows 12" c.c. in field. Attach
deck to trusses using attachment detail on this sheet
Simpson HETA 20 or equal
hurricane anchor at each truss 12
with (10) IOd x i I/2" nails
- PRE-ENGINEERED TRUSSES
( 24" o.c.) supporting Max. 4 �at 24"o.c. TYPICAL
18101be. uplift ___1 (shop drawings by manufacturer)
Aluminum Drip -� \R-30 blown fiberglass
Edge t Fascia in bottom chord of trusses
I/2" drywall with smooth finish
2" x 6" Sub -Fascia Two rows of beam block filled with concrete
and (1) 45 bar cons. in each row. Substitute
Kagcan full o vent vimgl soffit installed precast lintel filled with concrete and (U 45
using 1/8" dia shank x 15" long gals. bar cont. for bottom row over openings
roofing nails with 3/8" dia.. head per
product approval - see chart sheet 91 1/2". drywall over I" x furringg
strips at 14" o.c. with R4.1 PI-foll
Insulation on typical 8" Block walls
5/8" thick light textured - All drywall to be installed per FBC R102.3.1
stucco on typical concrete and shall meet all pertaining ASTM codes.
block construction M Mortar to be Type M onlg proportioned per FBC R401.1
and Mortar Jonts shall comply with FBC R601.2.1.
Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...)
#5 bar vert. w/ Fill cell with concrete and
30" overlap
at each filled cell Max.bar g shall
( not ex
M. spacing shall not exceed
Wood 48" unless otherwise noted
Base see foundation plan notes for
spacing at openings
4" concrete slab with fibermesh OR
6"x4" $10/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
Grade
4 a IIII II
-�
-IIII-IIII IIII - 14" 14" Concrete footing
l4" with (2) #5 bars cont. and #5
TY� f C A L S E C T I O N transverse bars at 48" O.C.
Scale : 1/2" = 1'-0"
tom
Recess top plate 6"w x 3/8"d
for steel support angle
see detail on this sheet
Steel countertop support angle
Install 6" from each end and _
one in center of counter.
see angle detail
1/2" drywall
Base cabinet
2" x 8" wood studs
at 14" o.c.
2" x 8" PT wood plate
KITCHEN ISLAND FRAMING, DETAIL
Attach buck to block wall with
1/4" dia. Elco conc screws with min.
1 1/4" penetration at 12" o.c. max
and 4" max from each corner thru
Exterior face 2" x 6" PT Buck
of wall
Varies
1
#8 Wood screws thru jamb into buck
at each hinge and 15" o.c. max and
r),-+ail nt r)nnr erior to door attachment
NTS
INSTALL VULKEM BLOCK SEALANT
ON ALL JAMB, HEADER, AND
SILL BLOCK PRiOR TO BUCK
INSTALLATION
Install windows thru buck into
block with 3/I6" tap -con with
1 1/2" penetration at 6 o.c. max.
from each corner and 20." o.c. max
thereafter at ,Iambs and 20' o.c. max.
Exterior race at head and sill per product approval
OF wall - / \ Buck to be I" x 4" P7
1"x4" P.T. Buck nailed to
lock with case hardened nails
D e t a i l at lJ I n d OW s prior to window attachment
install SGD thru buck into
block with i tap -con with
penetration at 6" o.c. max.
from each corner and 20." o.c. max
H4-----thereafter at head per product approval
NTS
O Use 3/16" tap -con with
1 1/2" penetration at 6" o.c_ max.
from each corner and 20" o.c_ max
thereafter at sill per product approval
I" x 6" P.T. Buck nailed to
block with case hardened nails
Head prior to door attachment \
r-W
fixed door
sliding door
1 1/2"
ShII Door Deta1l
At Masonry Wall NTS
Masonry Wall
ypical Flooring
lit -
Install SGD thru buck into
block with 3/16" tap -con with
1 1/2" penetration at 6" o.c. max.
from each corner and 20." o.c. max
thereafter at Jambs per product approval Jamb
Window Schedule
Mark
Size
Rough open.
Window Descrilption
PRESSURE ZONE
I.
4'-54"x 4'-6 %s"
544"x 94Y,"
Single Hung
ZONE 4
2.
V-24"x V-3 %"
-15' x 43 %;'
Single Hung
ZONE 4
3.
2'-2" x V-2/2'
2l'/2"x 38%"
Single Hung
ZONE 4
4.
3'-1" x 5'-3%'
38" x 63'/4"
Single Hung
ZONE 4
ALL Windows to be aluminum windows w/ tint
nd mullions per elevations.
ALL windows to withstand pressures in permit info box on sheet I
LL windows in bathrooms to be tempered
A I rough opening dimensions to be verified by contractor
wi h manufacturers specs prior to construction
Door Schedule
Mark
Size
Rough Opening
Door Description
PRESSURE ZONE
q--O" x 1'-0"
108" x 84"
Overhead Garage Door
ZONE 4
3'-0" X 6'-8"
41"%4" x 83%"
Fiberglass Panel - Inswing
ZONE 4
6'-O" x 6'-8"
14" x 81 '/2" ef° :::°"
Sliding Glass Door
ZONE 4
2'-0" X 6'-8"
Solid Core - Wood - 6-Panel-Bi-Fold Finished 24' x 81 %2"
2'-L" X 6'-8"
solid Core - Wood - 6-Panel
5'-0" X 6'-8"
Solid Core - Wood - 6-Panel - Bi-Fold
2'-8" x 6'-8" x 1 %"
Solid Core Wood. Steel, or Masonite Door
2'-8" X 6'-8"
Solid Core - Wood - 6-Panel
2'-6" X 6'-8"
Solid Core - Wood - 6-Panel - Bi-Fold
ALL
b
GARAGE
WITHSTAND
A[
wi
Exterior doors to withstand pressures stated in permit info
x on sheet 41
DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL
THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1
rough opening dimensions to be verified bg contractor
h manufacturer s specs prior to construction
Verify attachment
hole location with GC
prior to fabrication
3/8" tl
steel br
COUNTER TOP BRACK
DDTAIL
Date Drawn
5-9-1i
Drawn by:
C,c_u_
Checked by:
D.R.B.
Square Footage Breakdown
Total A/C Space = 1,153 sq. ft.
Covered Porch Total = 212 sq. ft.
Garage = 459 sq. ft.
Under Roof Total = 2,484 sq. ft.
STRUCTURAL NOTES:
I.
ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL
9.
SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY
BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM
FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS
CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN
PROPER ENGINEERING DATA FOR DESIGN.
2•
ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS
10.
DESIGN LOADS ARE AS FOLLOWS:
ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI
ROOF (DL+LL) = 41 PSF
WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41
BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS
EXPOSURE ="C"
3.
POISON SOIL AND COVER W/ L MIL. VISQUEEN WITHIN 24 HOURS. NO
SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION.
11.
ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A -IL, &
4
GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10
A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 307 STEEL.
WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR
12.
BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL
ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR
(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,
SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE.
5,
LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS
BEFORE FILL IS BROUGHT IN. FILL TO BE SPREAD iN 12" LAYERS AND
MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF
13.
MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
BUILDING CONSTRUCTION
FOOTING: 3"
BEAMS: 1-1/2"
6
TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB.
14•
LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS.
�•
GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND
DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE
G.
USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF ILOO PSI
ATTENTION OF THE ARCHITECT.
16.
ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000
8.
GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER
PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE.
FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR
1-1•
ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE
FO
*
I
D /4
7
o
*
I F
L n
N
PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING.
1. Any changes to plans must be submitted to the architect
for approval before proceeding With construction.
2. Contractor Shall be responsible for verification of all
notation and dimensions before starting construction.
3. Soil conditions assumed to be 2500 psf. Should any other conditions be
encountered, the architect shall be notified in writing for revision
4. Verify all recess thickness at showers, tile, etc....
S. Contractor to provide filled cell with concrete and I #S, bar vert. at 48"
o.c. max. Provide (1) filled cell on each side of openings upp to 5'-I1" wide.
Provide (2) filled cells on each side of openings from (o'-O" to 91411
and Provide (3) filled cells on each side of openings from 10'-O" and up
Contractor to see plans for any other condition used. Foundation walls
shall have filled cells at 24" o.c. unless otherwise noted (see section)
�. Contractor to provide for Form Board Survey - Form Board Survey
to be provided to Truss Company prior to truss construction
I. 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-1� 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"
SCALE: 1/4" = 1'-0"
FOOTINGS
SCHEDULE
Mark
Size
Description
FI
14"11.1
x 14"D
MONOLITHIC FOOTING
WITH 2 #5 BARS CONTINUOUS
F
1211W
X 14"0
MONOLITHIC FOOTING
— L" STEP DETAIL ON THIS SHEET
30"
x 30" x IL" la
COLUMN FOOTING WITH (4) 45 BARS EACH WAY
F
8"W
x 8"0
THICKEN SLAB EDGE
WITH 1 #5 BAR CONTINUOUS
FS
14"W
With
x 14"D
Curb at Garage
MONOLITHIC FOOTING
WITH 2 #5 BARS CONTINUOUS — CURB a 0'-0"
FL
12"W
X 18"D
MONOLITHIC FOOTING
- 6" STEP DETAIL ON THIS SHEET
30" overlap SEE TYPICAL with concrete and 4" concrete slab with fibermesh OR
at each filled cell ECTIONS one #5 bar continuous 6 xb" 410/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
4" concrete slab with fibermesh OR GRADS=
L'xc #10/10 WWM on to mil Visqueen over
clean compacted termite treated fill co
Grade
m —
(I I I 14% x 14"d concrete monolithic
footing with (2) #5 bars Cont.
14"
� j TYPICAL FOOTING DETAIL
J SCALE 1/2" = 1'-0"
4" concrete slab with fibermesh OR
L x6 410/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
#5 bar cont.
' o
a (2) #5 bars Cont. bottom steel
lo"
12"
2 DETAIL AT 6" GARAGE STEPDOWN
SCALE 1/2" = 1'-0"
12" x 12" concrete column
block filled with concrete
and (2) #1 bars vert. tied
into lintels above
Top of rooter
16" below finished floor
IIY 7
Verify house slab
height in field
SCALE 1/2" = 1'-0"
PORCH SLAB EDGE DETAIL
#5 bar Vert. w/
30" overlap
at each filled cell
Adjust curb height
based on gar. floor
slope.
45 bar in curb \
LE 1/2" = I'-O"
\SEE TYPICAL
ECTIONS
V concrete slab with fibermesh OR
CXC 410/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
0'-0" is F.F.
III —III 14"w x 14"d concrete monolithic
footing with (2) #5 bars cont.
3 14"
GARAGE CURB DETAIL
SCALE 1/2" = 1'-0"
4" concrete slab With fibermesh OR
6"x6" 910/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
/ \ / 45 bar cont.
Termite Protection for New
Construction.
Soil treatment used for subterranean termite prevention
inside the foundation perimeter shall be done after all
excavation, backfilling and compaction is complete.
If soil area is disturbed after initial chemical soil treatment
area shall be re -treated with a chemical soil treatment
including spaces boxed or framed.
Treatment must be in accordance with the rules and laws
established bg the Florida Department of Agriculture and
consumer services.
Protective sleeves around metailic 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.
2" x 6" PT wood secured with \
3/8"dia. x L" 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 ITS
IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT
APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL.
Filled Cell Masonry Column With One
#5 From Footing To Beam Each. Filled Cell Masonry Column With One
Conc. Fill To Be 3000 PSI
See Floor Plan For Location 45 From Footing To Tie Beam
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
Double Filled Cell Column Single Filled Cell Column
NTS NTS
12" x 12" concrete column block filled
with concrete and (2) #1 bars Vert. tied
into lintels above
O l2 8'-10%2" 112", 8'-10%2"
4 t— 44
T o Filled cell under
girder above
O
o r
I�4 p Rear Porch Slab to
15'-3"
I IIUIUI,_i_j_�_�JIi_j_�_i IUIUI I I IL
r -
-- — —— PI — — — —,
I I
I FI I
4„ I
I FI
W — be poured separately t 1
I O poured
Slab. I c I
e (Y
I � � I
N
O Thicken footing to
I 24% x 14"d x 24"L
DO O O DD VFl
un filled cell
er bearing.Rear Patio/Slab to �`be flush with bottom of
sliding door recess.
Slope I"
4" concrete slab with fib
�m L"x6" #10/10 WWM on L mll Visqueen over I
m I clean compacted termite treated fill 1
O
a I Io
WASHER DRYER FI 1
�I 1
' I_i
'I -i
-i
i o OI
I
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i=
I
1
�o
�(ol,o
l-1
IF-
i
4" concrete slab with
fibermesh OR
FI
1
L"xC
U10/10 WWM on L
mil Visqueen over
clean
compacted termite
treated fill
1
CROWAVE
MIWAVE
V NT
I
D
O
I
REF.
H. B
1
O
OO
�
3B" CLEAR
OPENING
i
A# C
W.H.
--- �
--
1
I
Q
1 See
Steel Ballard
detail on this sheet
I
1
I
I
I
1
I
1
y�
1
l
0=I
l
o
;q
I
I
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1
LU
II
1
1
I
I
IQ5
o
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FI
t
I
o
Meter
a
and panel
1
J
either side or
— —
— — — —
—
—
— —
ouse field verify
I _
(
0
E
0
N
service location
I
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O
i —
-- --ar
IQ
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5
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z
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a
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�e4
O
t----
O
00
Up]
Recess for
O OD
— —
—
00
O
I.5" Recess
for
O 00
Garage Door
inGarage
Door
.r
2'-8"
9'-O"
_2'-8"
L'-4"
2, 8„
9,_0„
2,_8,
Braden Ill, Braden /Al/A, P,4
Architects — Planners
Wgnne Building Corp.
Telel S.E. Coconut Avenue (112) 28�f-8258
THE W I I j�l Y D S o R
Spanish Lakes
St. Lucie County FloridaStuart.
Fax : (112) 287-8283
E-mail: bradenaia 8 comcast. net
FL 34996 UAAC000032
MODEL:
REAR
PORCH
LEFT
Date Drawn Revisions Sheet
5-9-11
Drawn by;
C_C:-Ll_
Checked by:
D.R.B. OF 5
Comm #
1S-158
c. ....,... ._ 11 „" CST .. Mr.T ioit6
1 ICT A 11^
hurricane anchor at each truss
ROOF SHEETING
ATTACHMENT DETAIL
I. Minimum Nail Size = 8d ring shank (min. 2.5" long)
2. Minimum Screw Size = #8 x 2"
3. Minimum Sheathing Thickness 19p/32" CDX PI wood
4. in permit info Cboxs on athesen plans foe zoner3 stated
Key
Area
Edge
Field
Fastener
Pressure
Zone I
6"
C
8d ring shank
45 psf
Zone 2
4"
6"
8d ring shank
16 psf
Zone 3
4"
4,,
8d ring shank
84 psf
** Zone 3a
6"
C
U8 wood screw
112.5 psf
** Use nails or Screws based on pressure for roof stated
in permit info box on these plans for zone 3
Provide 45 bars with min. 48 bar
diameters overlap into beam. Tie
filled cell steel into continuous
beam block steel.
Provide Cast -Crete
SUB-OB/OT precast
lintel set in mortar �
Min. 8" Bearing
Provide #5 bar set in pre -cast R O O F FLAN scale
lintel into beam where length of
the opening calls for it. — Overhan S at 1)-0ii Unless Otherwise noted On tl
Provide PT Buck
attached per jamb
letails into Filled c
4" Pre -cast
Sill \
— Roof pitch at 4.12 unless
otherwise noted on thi
— Truss shop drawings to be
provided by manufactu
— Any changes to this plan
shall be submitted to t
Z architect for approval In writing prior to startinc
— ALL TRUSS TO TRUSS
CONNECTIONS BY
TRUSS MANUFACTURER
— Architect to review Truss
Shop Drawings Prior
to construction for layout
and uplift verification
Poured Filled Cell — Contractor to provide for
Form Board Survey e
Form Board Survey to Truss
Company prior to I
Provide #5 bars with min. 48 bar
diameters overlap in Filled cell. Tie
filled cell steel into continuous
rooter steel.
Poured Concrete or
concrete block wall
e Anchors Per
:urera Specs
1/4"Max.
Aluminum Panel
Sizes per manufacturer
See Tupcal Stud Detail
SINGLE PLY REAR GIRDER TRUSS
I
4
Nail 2" x 4" blocking to vert. leg of
truss with IOd x 1.5 nails at 4" o.c.
I
>
Verify with Plan
Install Simpson MGT into wall using
I
1
c m
a
Concrete%
„
12 x 12
v 5/8" dia. threaded rod sat min. 12"
into wet beam and (22) satnails into truss
I
a
s
Lintel
r Column Block
I
I
I
#�
Poured Concrete
concrete block wall n
Rebar
Anchors Per
1/
Rebar 48 Bar
Dia.
TRUSS BLOCKING DETAIL
Concrete
Manufacturers Specs 2
Min. Overlap
ATGIRDER STRAPPING,
Column to
Lintel Attac�ment
AT CENTER BEARING POINT
Flush Mounted Shutter
Detall
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 of
ASTM D Tggpe 2 felt paper using Sd nails. Substrate
to be 19/32' COX Plywood nailed at 6" o.c. in field
and edges with IOd ring shank nails into studs.
Gulf Coast Supply and MFG 5v Crimp Metal rooring FL #11451.12
24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(type 2) 30 lb felt underlayment installed with min. 4' side laps and 4" end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced 6' o.c, at all laps and two staggered rows 12" o.c. in field. Attach
deck to trusses using attachment detall on this sheet
1
1
1
1
1
1!
11
I
LiNTEL SCHEDJLE
Window
or Doo
unlit
dth
LintMark
Size
_
Cast-Crete
peciffell on
Rows of
"H" Block
Above
Steel Bottom
Slze
Sigel
SIu
Max -Max
Gravity
Load
PLF)
Uplift
PLF)
Max
Lateral
PLF)
L22
T-2"
V-6"
or8-OBAT
#5
3049
1549
1024
L31
2'-V
4'-0"
8F8-OBAT
I
#5
2541
1343
763
L45
4'-5"
5'-10"
8F8-OB/IT
I
45
1105
909
1 339
L50
5'-O"
6'-6"
8P8-OBAT
I
#5
1238
835
121
L60
6'-8.
T-V
8F8-OB/IT
I
#5
1011
121
534
L80
W-O"
9'-4"
8F8-IB/2T
I
#5
2
#5
152
591
512
L90
T-O"
10'-6"
8F8-IB/2T
I
#5
2
#5
643
530
401
L90B
9'-0"
10'-6"
8FI6-IB/2T
ONE
I
#5
2
#5
1533
1183
401
1_I00
10'-0"
II'-4"
8F8-IB/2T
I
#5
2
#5
582
494
452
LIOOB
Ici
W-4"
8FI6-I13/2T
ONE
1
#5
2
#5
1366
1028
452
1-120
IT-0"
13'-4"
SF8-IB/2T
1
#5
2
#5
411
426
1 324
L120B
12'-0"
13'-4"
8FI6-IB/2T
ONE
1
#5
2
#5
1015
110
1 324
1.140
14'-0"
15'-4"
8FI6-IB/2T
ONE
1
#5
2
#5
1250
609
259
1_I60
1 I6'-0"
1 IT-4"
8F8-IB/2T
I
#5
2
#5
300
192
1 194
LILOB
I It.'-O"
1 IT-4"
8FI6-IB/2T
ONE
1
#5
2
U5
950
1 500
1 194
- ALL LINTELS SHALL BE MADE BY CAST-CRETE.
- LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE
- REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING
LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ.
REQUIREMENTS
- LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. J
Simpson HETA 20 or equal
hurricane anchor at each truss
with (10) IOd x 1 1/2" nails —
( 24" o.c.) supporting Max.
18101bs. uplift
Aluminum Drip f —
Edge t Fascia
12"
2" x 6" Sub-Fasci
Kagcan full o vent viagl soffit installed
using 1/8" dia shank x 15" long gals.
roofing nails with 3/8" dia. head per
product approval - see chart sheet #1
12" x 12" concrete column
block filled with concrete
and (2) #1 bare Vert. tiei3' �
into lintels above
thicken edge to 8"x8"
with concrete and
one #5 bar continuous
BEYOND
Top of footer
16" below finished floor
12
4 1
1/2" thick stur
attached to hi
framing with na
no less than F
horizontal wood
into vertical w
Aluminum Drip
Edge t Fascia
Flash and Counter
flash
Nail ledger to
gable and truss
with (2) 10d ils
at each web
on 3/8" hi —rib lath
ntal and vertical wood
in staples to provide
4" penetration into
Imng and 3/4" penetration
rramina members
5/8" thick light textured
stucco on typical concrete
block construction
Varles - see plan
U5 bar Vert. w/
30" overlap
at each filled cell
Rear Patio/Slab to
be flush with bottom of
sliding door recess.
Step per foundation plan
a Slope per foundation plan g
I
1 III
i I "i I�I LI�LhI I �I I I I,
Wood
1/8" x 3/32' Wing Nut w/
appropriate washer and spacing
per manufacturer's Details \
Stud Detall
Stud w/ Die Cast Zinc NITS
Nickel Plated Wing Nut
nts
Brace Gable end
with 2" x 4" SYP #2
8ft back nailed to bottom
of top chords using (2) 10d
nails at each truss
PRE-ENGINEERED WO
> e 24"o.c. TYPIC,
( shop drawings by manuf
yR-30 blown fiberglass
in bottom chord of trusses
-1/2" drywall with smooth finish
Two rows of beam block filled with concrete
_and (l) 45 bar cont. in each row. Substitute
precast lintel filled with concrete and () #5
bar cost_ For bottom row over openings
1/2" drggwa11 over I" x furring
strips of 14" o.c. with R4.1 ri-fol
-insulation on typical 8" Block walls
All drywall to be installed per FBC RIC'
and shall meet all pertaining ASTM codes.
Mortar to be Type "M" only proportioned
and Mortar joints shall comply with FBC F
Provide Dur-O-Rock at all wet areas (ex
Fill cell with concrete and
(1) 45 bar vert. (typical).
-Max. spacing shall not exceed
48" unless otherwise noted
see foundation plan notes for
spacing at openings
4" concrete slab with fibermesh OR
6"xb" #10/10 WWM on 4 mil Visqueen over
/ clean compacted termite treated fill
d i l l—(III-1 III —(III —I I I I l i III i i i i—
`II-1111111111II PI
14"
Tgplcal Section at Front For ®6 Scale : 1/2 —
Braden t
Braden AIA, Pia
Architects
— Fllanners
411
S.E. Coconut Avenue
Tel
("112) 28-1-82' 8
Fax
(712) 28-1-8283
E—mail:
bradenaia3comcast.net
Stuart. FL
34994 UAACC00032
5/8" dia. threaded rod wiG min'12" embedment
.. .. _.. ,ntn beam either wet set or in eooxu with
Provide downspout hurricane anchor at each truss rroviuc uvwnaNw
( 24" o.c.) supporting Max.
1810 lbs. uplift
UJynne Building Corp.
MODEL:
Date Drawn :
Revisions :
Sheet
Comm #
THE WINDSOR
REAR
5a-9—I1
Drawn by;
RORCH
C-_C.U_
Spanish Lakes
LEFT
Checked bg:
St. Lucie County Florida
TD.R.B.
O1= 5
PANEL
"A"
arctt Description Wire Load BR Poles
2 AHU #10 3.5 kw 30 2
Description
circtt
A/C comp
1
g2S
gkwitio
3
5
4
6
2
0gel. water HTR
Range
#6
12.0 kw
50
T
8
1
20
1.8 kw
#12
Pump
9
10
ID er
#10
5.0 kw
30
2
12
1
20
1.5 kw
#12
13
14
Dishwasher
#12
1.2 kw
20
1
1
20
1.5 kw
#12
Microwave
is
16
Refrigerator
#12
1.2 kw
20
1
1
20
1.5 kw
412
Kitchen S.A.C.
m
Is
Recepts
#12
20
1
1
20
1.5 kw
#12
Kitchen S.A.C.
19
20
Recepts
1
1
20
1.2 kw
#12
Clothes Washer
21
22
Recepts
20
1
1
20
0.81 kw
412
Garage Door Opener
23
24
Recepts
T#12-20
20
1
1
20
1.4 kw
#12
25
26
Recepts
20
1
1
20
1.92 kw
#12
2l
28
Recepts
20
1
1
IS
#14
General Lighting
29
30
Recepts20
I
15
#14
General Lighting
31
32
Recepts
#12
20
1
I
Is
#14
General Lighting
33
34
Exterior GFCI
412
20
I
15
#14
General Lighting
35
36
Bathroom GPI
#12
20
1
1
20
#12
smoke Detectors
31
38
General Lighting
#14
15
I
1
20
912
Bathroom GFI
39
40
General Lighting
#14
15
I
spare
41
42
Spare
PANEL "A" LOAD CALCULATION SHEET
Load Description
Qt .
Watts
Total(Watts)
General LI htin (3 watts s ft)
Small. A.pphanee. Circuit(s)...................................
.Range
Refrigerator ............. ...................................
Microwave ................
............. .................................
Dish Washer
Clothes, .Washer ..... .....................................
Clothes. ,Dryer_ _ .„...........................................
Water Heater
Water_ .Pump ........... ........................... ..........
parage,Door,Opener .............
1135
3
5,205
2
1,500
3.000
1
12,000
12,000
1
1.200
1,200
I
1,500
1,500
1
1,200
1,200
1
1,200
1,200
1
5,000
5,000
1
4,500
4,500
1
1,800
1,800
1
810
810
Total
Watts
31,415
First 10000 Watts 11100%
1
10,000
10,000
Remainder 21,415 e40%
1
O
10,966
Electric Heat or A/C 10,000 $65%
1 10.000
Watts
10,000
Calculated Load
30,944
Voltage
240
Calculated Wattage Divided by Voltage = Total Amps 129.03
Panel Size Required = 150 Amps
Electrical S mbol Legend
$
single Pole Switch
®
Recessed Can Light
Ss
Double Pole Switch
®
Eyeball Recessed
FB
Push Button Switch
_0
Exhaust Fan
Duplex Outlet
Ceiling Mounted Light
Special Receptacle
O-
Wall Mounted Light
w� I
Waterproof, ground fault interruptef
Light with Pull Chain (attic)
®
Floor Duplex Outlet
©
Computer Connection Jack
cn I
Carbon Monoxide Detector
Flood Light
Tp
Thermostat
m
Electrical Panel
®
Central Vac
Electrical Meter
®
Smoke Detector
Ceiling fan
®
Television Jack
Telephone Jack
AC Disc
A/C Disconnect
®
I x 4 Florescent Light
®
2 x 4 Florescent Light
SPE
Speaker Hook -Up
I❑
Intercom Od
®= JUNCTION BOX TO SUPPORT A FAN
O = THERMOSTAT LOCATION
B/A = Balanced Air
Electric Notes:
I. Use copper wire only, no aluminum.
2. Provide and wire all required smoke detectors.
3. Contractor to verify location of electrical
service and provider.
4. ALL paddle fans shall be on a rheostat.
S. ALL bath and kitchen receptacles to be GFI protected.
6. ALL exterior outlets to be WP/GFI protected.
1. Recessed cans to be installed per NFPA requirements.
S. AFCI receptacles are required in all rooms except
Kitchen, Bathrooms, and Garage.
9. A/C Return Air Balance Must comply w/ FBC RMIX2
10. A/C Refrigerant lines that are run thru slabs must be
sleeved in PVC
II. ALL A/C Equipment shall comply with energy calculation
12. All work shall be performed bg a licensed electrical
contractor, the completed system shall be full operative.
13. Contractor shall pay for all fees, permits, testing, and
inspections including blower testing where required.
14. All work shall be coordinated with other trades to avoid
interference with the progress of construction.
15. All required insurance shall be provided for protection
against the public liability and property damage for the
duration of the work.
IL. Contractor shall guarantee all materials and workmanship
free of defects for a period of not less than two gears from
the date of acceptance or certificate of occupancy, or one
gear from closing sale of house.
Correction of defects shall be completed without additional
charge and shall include replacements or repair of any
other phase of installation that mag have been damaged.
11. It is not the intent of these plans to show everg minor detail
of construction. The contractor shall furnish and install
all items for a complete electrical system and provide all
the requirements necessary for the equipment to be placed in
proper working order.
18. All work shall be done in accordance with the N.E.0 and
shall comply with all local codes and ordinances, and =hall
meet all standard requirements of the local electric iltlllty
and telephone company.
A/C disc.
150
#2/0 Aluminum feed AMP
MCB
1 1/2' Conduit PANEL
2" PVC (
PORCH
14i CFM
IOxlOxl
GREAT
141 CFM
lOxlOx1
141 CFM
IOxlOxl
Sam
124 CFM / / \ MASTER
IOxIOx6 �� PORCH ��
� BEDROOM � EP
/ WP GFCI
MASTER /
BEDROOM
V I
12x12x10 I \
B/A 124 CFM
r / _ _ ® IOxlOxb
♦
♦ I
rLI
I//I
r----- 121�x10
i
8x4x4
9 CFM
Is
I GREA� ROOM
0
I LOSE 4LOSFT
LL- - - -
- r I-----
\ i
0 8x4x4 Vent thru
50 CFM -' -Soffit
WASHER DRYER \ WASHER DRYER
\ LAUNDRY VP G
LAUNDRY DINING -(y
12"ISzl1x4x4
DINING I I
ROOM I I
Nag
DW o
° I
I I I
124 CFM
IOxlOx6 I
KITCHEN
3 TON
I
I
SEE MANUAL
"J"
I
MICROWAVE
NON -VENT
REF
38' CLEAR
2OK2�
T
and Energy
Calculation
L
O
OPENING
i pi
-
- -
-
//Fe11
F\
for Unit info
#I
4"(11, Steel Ballard
See detail on this
sheet
I
I
I tti
r
22" x 54"
I /
I
Attic Access I
I I
L
with fight
1 A
48xCF_ -n
2° rigid service FPL I Bare tt6 copCCe6 wire
Lo #5 cont. Fe ar in slab
ELECTRICAL RISER
- Contractor shall use AL-CU Landing lugs. NTS
- Contractor shall torque lugs I.A.W.
manufacturers recommendations which
shall be verified prior to construction
19. The electrical system shall be completely and effectively
grounded as required bg the latest edition of the N.E.C.
20. All material shall be new and shall bear underwriters'
labels where applicable.
21. All equipment and panel sizes shall be verified before
ordering. The contractor shall provide circuit routings to
suit the job conditions.
22. Furnish and install all fixtures as called for on the plans
or as selected bg others.
23. All raceways and pipes placed in or through any concrete
slab shall be spaced a minimum of three diameters of the
largest conduit or pipe from ang other service.
24. All exposed Wire below T-l" shall be installed in metal EMT
conduit.
25. Drger Vents to be installed per FBC RM1502
GARAGE
r----------------- i
1 I
I I
I I
I I
I I
I I
I I
I I
i I
I I
I I
I I
MECH/4N1C/4L
16 CFM
r_A 8X4x4
I//I
r s r 2x12x8
/', B/A
III CFM
IZxbxl
SECOND
BEDROOM
12xl2x8
B/A
THIRD
BEDROOM
100 CFM
IOx6x6
150 Amp
Panel
GOLF CART
GARAGE
L4YOUT
O= THERMOSTAT LOCATION SCALE. 1 / i " - 1` - O 1'
I
I �S
'/ I IIO
""
PANTRY
GFCI
1 1 I I
wP GFCI PCl I � I T CIH E � _
Install owlet I 1 �( �c
under disc. N ��tJ� Jc3
CI
not shown Foy D GF® MI,121W /'o I I01 V
claret 4
U 38,
NAR \ \
L - - -
GFCI GFCI - 4- - -
GFc \
-
#1 Steel Ballard /
See detail on this sheet I /
r-�
W�
22" x 54"
Attic Access.
Lwith,whf, I m
-�---J
/ I
I
OPTIONAL PANEL / 34 /
LOCATION /
GARAGE // \�
/ 1
I vd)
SECOND
1`�EDROOM
1 �
11 -�
THIRD
' s---BEDROOM
I �
I \ �
GFC�
GFCI
/
A 5\
/
\ h
eagt 1
� 150 Amp
GFCI /
to corner \
GFCI Panel
\\
-------�
Garage I
� Garage
Door
Door
1 I
I
Opener I
\
I Opener 1
®,
�I
GOLF CART
Wire F r
i i
1
I GARAGE i E
Front Post
Light
I i
1 I
to garage IJlghts
\
GFc
GFCI I I
I I
(4
(V
WP GFCI
-----' ELECTRICAL. fi L,4N
O Post Light with
Photo cell SCALE: 1/4"
Center Post Light
between driveways
Attic Ventina Calculations
Total Attic Space = 2101 sq. ft. FBC 2309.1
Venting Ratio 1/150 = 18.00 sq. ft. required
Provide A Continuous Vented Soffit
Braden It Braden AIA, PA
Wynne Building Corp.
MODEL:
Date Drawn :
Revisions :
Sheet
Comm #
Architects - Planners
411 S.E. Coconut Avenue
II II III I
T H E W i I �l D s O R
REAR
5-9-11
Orawn bg:
E-1
l�_ l� U
Tel (112) 281-8258
PORCH
C.C.U_
Fax (112) 2 g1-8283
Spanish Lakes
LEFT
Checked bg:
E-mail: b raden&0 comcast. net
St. Lucie County Florida
ID.R.B.
OF 5
Stuart. FL 34994 #AAC000032