HomeMy WebLinkAboutBuilding PlansRECH E0
J; rN 1 -S ?020 i
I -
3i. Lucie County, Permitting
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12
26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(type 2) 30 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
5/8" thick light textured
stucco on tyypical concrete
block construction 7
--- r.------ --- ---------�—————————— JL — — — ——
Fresh Columns With 5/8" thick x 8"ui cut
5/8" thick cut coral coral finished stucco bands
finished stucco bands RIGHT ELE\VATION
SCALE: 1/4" = i'-O"
i�imm
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12
26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5"
woad 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
deeck to trusses using attachment detail on this sheet
12
SLOPE
12
SLOPE 4
8'-1" T.O.B.
0'-0" = Finished Floor
CI C\/ATI/'1 AI AI
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 911461.12
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
b/d- thick cut coral
finished stucco bands
12
5/8" thick x 8"W cut
coral finished stucco bands
stucco on typical concrete
block construction
O
ON NTES:
SCALE: I/4" = I'-O"
- Overhangs at i'-O" unless otherwise noted on roof Flan
- Roof pitch at 4:12 unless otherwise noted
— A ng changes to this plan shall be submitted to the architect
for approval in writing prior to starting construction.
— Return ALL Stucco Bands Irto Window or Door.
M
12
4 1 SLOPE
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 lb felt underlayment installed with min. -1 side laps and 6" end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
raced 6" o.c. at all laps and two staggered rows [2`c.c. in field_ Attach
cK to trusses 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 ib felt using 8d nails. Substrate
to be 19/32" CDX Plywood nailed at 6" o.c.
in field and edges with lOd ring shank galvanized
nails into truss webbing.
12" 12"
T.O.S.O.H.
EA
O.H.2„
® 5/8" thick x 8"w cut H 5/8" thick x 8% cut ® ®
3 coral frnrshed stucco bands coral finished stucco bands
3 ®® ® 5/8" thick x 8"w cut
`—� coral finished stucco bands
5/8" thick light textured
stucco on typical concrete El
®®
ied Floor
— — — — — — — — — block construction ara a Finis ed Floor
— �
--————.—————————————————————————————————— — — — — —— arace A.F.F. 5/8" thick light textured Finish Columns with
stucco on typical concrete 5/8" thick cut coral
finished stucco bands
block construction
LEFTF-LE-VA71CN
FRONT ELEV�,T10N
SCALE: 1/4" = 1'-0'
truss bottom cord
e
\ 4" concrete slab with fibermesh OR
6"x6" #10/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
IJ-nterior Non-Bearfnq Rartltion
nts
Braden t Braden AiA, PA
Architects - Planners
,411 S.E. Coconut Avenue
Tel U (112) 281-8258
Fax 9 (112) 281-8283
E-mail: brad enaia9comcast.net
_Stuart, FL 34996 #AAC000032
ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING
OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP.
AND WILL CONTINUE FOR ONE YEAR FROM THAT D,4T=
i
PERMITTING INFORMATION
W ll d d f ?
(FORM i00)
Florida Building Code Residential: 6th Edition and
ASCE 7-10 for Wind Loading
Buildin Design is: Enclosed Risk Categorw 11 Wind Velociti4: 165 mph ultimate
Mean Roof Height: 11'--0" Roof Pitch: 4:12
Internal Pressure Coe icient: ±0.18
Subjectability to damage from: Weathering: Negligible
Termites: Peru Heaviu
Width of Roof End Zone: 3'-4" Wind Speed: 165
mph ultimate
Wind Exposure Classification: C 1.21 x 0.6
Adjustment factor for Exposure Height:
= O.Z26 ASO design
Load Combination: ASCE 1-10 Section 2A DL+LL;
DL+0.6WL; 0.6DL+0.6wL
Components t Cladding Wind Pressure (NET) Roof
Zone: I. +20.6/-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'-f
Components * Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf
Wall Zone: 5. +35.8/-41.8 psf
Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 psf
S
0 = Roof Zone I
Walls Zone 4
ifc4i
hear a s Consi ere or Structure Yea Roof Zone 2
Continuous Load Path Provided? es Walls Zone 5i s Are Components an Cladding DetaProvided? Yes END ZONE
Minimum Soil Bearing Pressure.2,500 psi, Presumptive: X By Test- psi
SEE PRODUCT APPROVAL FOR IMPACT PROTECTION FOR OPENINGS ®= Corner Zones
Roof Zone 3
ROOF LIVE LOAD: � psf ROOF DEAD LOAD: 1O psf
FLOOR LIVE LOAD:-.-I—10 of FLOOR DEAD LOAD: psf
W�nnq Building Corp.
MODEL:
Date Drawn
Revisions -
Sheet
Comm #
THE STERLiNG
GARAGE
LEFT
Drawni b :
��eEV�NED1
�2
C.C.U.
CODE C"OMPLIANCE
Spanish Lakes
St. Lucie County Florida
Checked by:
D _ R. S _
ST� � �E �
OF 5
4.
CRASH PosT DETAIL
TYPICAL NOTES: SCALE 114" = 1`-0"
1. Contractor to verify ALL notes and dimensions prior t0 34" high bg 4" diametersteel crash post. Floor
proceeding with work. Flange with 4 - 3/8"
2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts
esi steel plate)
into
'
3. ALL Lumber to be used as Beam, Rafters, etc... to have sla (3/8t
a minimum 1,400 P.S.1, fiber stress. L"
4. No dissimilar metals to touch. 2'2" 2,J'
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,
O
shall be 3,000 P.S.I. concrete and/or 4,000 P.S.f. grout mix
•�,8
6. Drgwall at ceilings shall be leveled and attached to bottom chord
of trusses with screws per FBC R102.3.5.
1. ALL wood in contact with concrete shall be pressure treated.
0
S. 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.
12. Lowest finished floor to be set by Governing Building Department
6„
survegor to set in field.
13. Separation between residence and garage shall be per FBC R302.4,,
I-f. 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 pper
FBC R302.9.1
1> . ball 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
i" x 4" P.T. Buck nailed to
block with case hardened nails
prior to door attachment
with F.B.C. R316 - see permit info box of code edition
T111,
'2
Masonry Beam
18. 440Gps m board material shall conform to ASTM C3� C-19 C415 C51.4 C�30 C931 '
C1002, C1041,C1111, C1118, C1218, C1395, or C1394 and shall be installed
according to the following: (FBC R102.3.5)
Drywall
Thickness
Location
Orientation
Framing
Member
Max. spacing
of fasteners
Nail sizin options for
of
Spacing
installation dr wall into
,,}}
Nails
screws
Maximum
wood framing members
2 x min. thickness
Ceiling
Perpendicular
24"
In
12"
13ga 1 3/8" long with 19/64" head
OR
0.098" diameter x 1 1/4" long
annular -ringed or 5d cooler nail
'
R
Walls
Either
14"
0.080" dia. 15/e" long with
Direction
15/64" head
OR
Glpsum board nail 0.084" dia.
x 1 5/8" with 9/32" head.
Ceiling
Perpendicular
24"
1"
12"
13ga 15/8" long with 19/44" head
0.098" diameter x 1 3/8" long
„
annular -ringed or Gd cooler nail
$
Walls
Either
16��
8u
14 "
0.092" dia. xR
1 -1/8" long with
Direction
1/4" head
OR
Gypsum board nail 0.0915'" dia.
x ! 1/8" with 19/44" head.
install SGD thru buck into block with 3/14" tap -con with
penetration at 4" o.c. max.
from each corner and 20." o.c. max
thereafter at head per product approval
Use 3/14" tap -con with
1 1/2" penetration at 4" o.c. max.
from each corner and 20" o.c. max
thereafter at sill per product approval
19. ALL ceramic the surfaces installed shall conform to ASTM A1085.1 thru AIOS.b,
A108.1, A118.1, A118.3, A13 L.1 and A131.1
20. Cement, fiber -cement or glass mat g psum backers in accordance with ASTM
C1288, C1325, OR CII18 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. Insulatron including facings such as retarders or vapor permeable members installed
within floor -ceiling assemblies, roof -ceiling assemblies, Wall, crawl spaces and attres
shall have a flame spread index not to exceed 25 with an accompanyin smoke
developed index not to exceed -f50 when tested in accordance with ASTM E 84.
Insulation shall comply with F.B.C. R31L.
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 lb felt underlagment installed with min. 4' side laps and 4" end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
dps aced 4" o.c. at all laps and two staggered rows 12" o.c. in field. Attach
eck to trusses using attachment detail on this sheet �
Simpson HETA 20 or equal
hurricane anchor at each truss i2
with (10) 10d x 1 1/2" nails PRE-ENGINEERED TRUSSES
( 2-4'o.c.) supporting Max. at 24"o.c. TYPICAL
i8iG►Ibs. uplift (shop drawings by Tonufacturer)
Aluminum Drip --- ' - \R-30 blown fiberglass
Edge i Fascia
in bottom chord of trusses
I/2" drgwall with smooth finish
2" x 6" Sub -Fascia
Two rows of beam block filled with concrete
and (1) #5 bar Cont. in each row. substitute
Kagcan full o vent vingi soffit installed
precast lintel filled with concrete and (i) #5
using1/8' dra shank x i5' long gaiv.
bar coat. for bottom row over openings
roofing nails with 5/8" dia. head per
product approval - see chart sheet #1
1/2" dr wall over I" x furrrn
14"
strips at o.c. with R4.1 fi-Foil
insulation on topical 8" Block walls
5/8" thick light textured _T
All drgwall to be installed per FBC R-102.3.1
stucco on typical concrete
and shall meet all pertaining ASTM codes.
block construction ao
Mortar to be Type "M" onlj proportioned per FBC R40�1.1
and Mortar fonts shall comp o 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
(I) #5 bar Vert. (typical).
Max, spacing shall not exceed
Wood
48" unless otherwise noted
Base
see foundation plan notes for
spacing at openings
4" concrete slab with fibermesh OR
6"xL" 410/10 WWM on 4 mil Visqueen over
clean compacted termite treated fill
Grade
4 t L
_�� -III
III 1111j1i,ll
I I i I I I
1114"
14N
x 14" Concrete footing
(2) #5
with bars Cont. and #5
TYF i C A L SECTION -
transverse bars at 48" o.c.
Scale : 1/2" = i'-O"
Bottom Track
N.T.S.
f ixed door
sliding door
. ... T
Sill
alidlrig Door Detail
At Masonry Wall NTS
AREA
CALCULATIONS
Living A/C
= 1,414
Sq.
ft.
Front Porch
= 163
sq.
ft,
Rear Porch
= 1-16
sq.
ft.
Garage
= 321
sq,
ft,
Total Under Roof- 2,12.4 sq. ft.
Total Cubic Ft = 11,192
2" VTR
JgL
I
►
I
21" VTR
Master JIL
Bath I I 1
I
1i L. I
2' I
L. 1
4' 1 2' VTR
W.C. I J1L
3' I I
I 1
shop. 3' I
Kit. sink
I
Kitchen s' I
I
Lay..A
3'
W.C.Nclo-sh
Bath
To septic
PLUMBING RiSER
I" x 6" P.T. Buck nailed to
block with case hardened nails
prior to door attachment \
Masonry Wall
IN
ypical Flooring
install SGD thru buck into
block with 3./14" tap -con ..ith
penetration at 4" o.c. max.
from each corner and 20." o_c. max
thereafter at jambs pir product approval Jamb
Window
Schedule
Mark
Size
Rou h Coen.
Window Description
PRESSURE ZONE
1.
!8"x 5'-3 %8"
54%a"x 43!4"
Single Hung
ZONE 4
2.
C-2%s"x 5'-3 %"
15" x 43 %4"
Single Hung
ZONE 4
3.
2'-2" x 3'-2 1/2"
21%2"x 38 %8'
Single Hung
ZONE 4
4.
4'-5ys"x 4'-2%a"
54%a"x 54ya`
Single Hung
ZONE 4
ALL.
Windows to be aluminum
windows w/ tint
and mullions per
elevations.
ALL
windows to withstand
pressures in permit info box on
sheet I
ALL
windows in bathrooms to
be tempered
All
rough opening
dimensions
to be verified by contractor
with
manufacturers specs prior to construction
Door Schedule
Mark
Size
Rough 0 ening
Door Descrr tion
PRESSURE ZONE
A
9'-O" x l'-O"
108" x 84"
Overhead Garage Door
ZONE 4
B
3'-0" X 4'-8"
41 %"x 83%"
Fiberglass Panel - inswing
ZONE 4
C
4'-O" X 4'-8"
74" x 81 �2" or r' ; bottom
Sliding Glass Door
ZONE 4
D
2'-0" X 4'-8"
Solid Core - Wood
- 4-Panel -Bi-Fold
Finished 2'4" x 81 �2"
E
:2 ' v X 48"
Solid Core Wood
4-Panel
F
5 -0 X 418"
Solid Core Wood
v -Panel Bi-Fold
4 -
G
2'-8" x 4'-8" x 1 %4'f
Solid Core Wood. Steel, or Masonite Door
H
2'-8" X 4'-8"
Solid Core - Wood
- 4-Panel
J
2'-4" X 4'-8"
Solid Core - Wood
- 4-Panel - Br -Fold
K
2'-8" X 4'-8"
Solid Core - Wood
- L-Panel - Bi-Fold
L
1'-6" X C-8"
BI-FOLD
ALL Exterior doors to withstand pressures stated in permit info
box on sheet 41
GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL
WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #I
All rough opening dimensions to be verified by contractor
with manufacturers specs prior to construction
Install windows thru buck into
block. with 3/14" tap -con with
1 1/2" penetration at 4" o.c. max.
from each corner and 20." o.c. max
thereafter at jambs and 20" o.c. max.
Exterior face at head and sill per product approval
of wall ----\ / 1 Buck to be I" x 4' PT
1"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT
lock with case hardened nails ON ALL JAMB, HEADER, AND
D e t d l l d t W I n d ow S prior to window attachment SiLL BLOCK PRIOR TO BUCK
INSTALLATION
NTS
Attach buck to block wall with
1/4" dia. Elco cone screws with min.
1 1/4" penetration at 12" o.c. max
and 4" max from each corner thru
Exterior face 2" x 6" PT Buck
of wall
711a Varies �
48 Wood screws thru jamb into buck
at each hinge and 15" o.c. max and
Detail at D oor prior to door attachment
NTS
Braden t Braden AIA, PA
UJc�nne Budding Corp,
bate Drawn :
Revisions :
Sheet
Comm #
Architects - Planners
41-1 S.E. Coconut Avenue
BE
T �,...,1 E STERLING
GARAGELTDrawn
19
bg:
` IE E _
�
Tel : (112) 28�1-8258
Fax (-1rt2) 28-f-82s3
t7112) 281-mcast.net
LEFT
C.C.U.
� S � � °
-� PL1Ai
:
-mail:
Spanish Lakes
Checked bg:
', UC. E
Stuart FL 3`499L #AAC000032
St. Lucie County (=lorlda
D.R.B_
OF 5
1. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF
BEARING CAPACITY. OR • •_
CONDITIONS
O ARCHITECT AND OBTAIN
PROPER ♦ •-
POISON'2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,600 PSI AT 28 DAYS
ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 P�l
BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS
3. AND • ! HOURS.
SOIL POISONING ACCOMPLISHED • OFOUNDATION.
FLOOR4 GROUND • BE A MINIMUM -4" THICK W/ 4X4 10/10
WELDED WIRE MESH REINFORCING ON 4 MIL. POLYETHYLENE VAPOR
BARRIER ON TERMITE TREATED,
a. CLEAN MACHINE COMPACTED
-.
(MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM.
FIBERMESH
MIX • B SUBSTITUTED • R WELDED
WIRE MESH.
5- LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS
BEFORE FILL IS BROUGHT IN.MATERIAL
CLEAN GRANULAR • CONTAINING LESS THAN• •, MATERIALPASSING THE US STANDARD NO. 200 MESH SIEVE. -
PLACE
STRUCTURAL FILL IN LOOSE LAYERS OF
2" IN THICKNESS AND
COMPACT .TO AT LEAST 96% OF MODIFIED ....# •
R VALUE.
GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND
DIMENSIONS.ANY DISCREPANCIES - OMISSIONS
ATTENTION OF ARCHITECT.
GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPEr-) PER
FOUNDATION PLAN)- PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR
8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY
FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS
DESIGN ♦ • • — AS FOLLOWS:
-•! PSF
WIND VELOCITY = PER PERMIT INFO• ON
EXPOSURE =10C11
10. ALL REINFORCING " ♦ ! • - •
SPECIFICATIONS.ANCHOR
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 1400 PSI
I5. ALL STANDARD LUMBER SHALL BE SYP WITH A MiNIMUM Fb OF 1000
PSI OF No.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE.
IL. ALL LUMBER IN CONTACT WITH ANY CONCRETE. OR MASONRY SHALL BE
PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING.
1. Any changes to plans must be submitted to the architect SCALE.; 1/4" = 1'-0"
for approval before proceeding with construction.
2. Contractor shall be responsible for verification of all Termite Frotection for New
notation and dimensions before starting construction. Construction.
Soil conditions assumed to be 2S00 psf. Should any other conditions be
encountered, the architect Shall be notified in writing for revision Soil treatment used for subterranean termite prevention
Inside the foundation perimeter shall be done after all
-4. Verify all recess thickness at s# owers, tiler etc.... excavation, backfilling and compaction is-ompietie.
Contractor to provide filled cell with concrete and 1 1*5 bar Vert. at -48" If soil area is disturbed after Initial chemical soil treatment
o.c. mac. Provide (1) filled cell on each side of openings up to 6'-11" wide. area shall be re -treated with a chemical soil treatment
Provide () filled cells on each side of openings from '- to 91-11" including spaces boxed or framed.
and Provide (3) filled cells on each side of openingsfrom 10`0" and up Treatment must be in accordance with the rules and laws
Contractor to see plans for any other condition used, Foundation walls established bg the Florida Department of Agriculture and
shall have filled cells at 2-4" O.c_ unless otherwise nomad (see section) consumer services.
Contractor to provide for Form Board Surveg — Form, Board Survey Protective sleeves around metallic I in p p penetrating
_ to be provided to Truss Compdng prior to truss construction concrete slab on grade floors shall not e of cellulose
I. Contractor to provide for soil test prior to construction and provide containing materials and shall receive application of
termicide in annular space between sleeve and pipe.
a copy of sail test to architect for review prior to construction p
8. 1_L Reinforcing steel shall be grade , meet Ing ASTM A-1 and
- specif lcations. ALL Anchors to be A-301 steel.
9. Provide a minimum of " concrete protection at fOotlf1gs and
1-1/2" concrete protection at beams for ALL reinforcing bars,
bar
. A111
filledat each - l::::v +
4" concrete slab with fibermesh OR
VxC" #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
Grade, HH I
G
•was
UO
_J SCALE 1/2"
14" concrete slab witty f ibermesh CAR
x" 410/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
1
5 bar Cont.
Step per
foundation plan
10" (2) 9 bars cont. bottom steel
12"
DETAIL AT GARA'-ST'r D WN
12" x 12" concrete column
block filled with concrete
and (2) #1 bars vert. tied
into lintels above Verifg house slab
height in field
Top of rooter
it++ L fin L es 1
"o below ISned T loot
iior
y.
(� 30"x30°,xlb" concrete
—II 1I = column footing with (4) 1 - I US bars each wag
—
s
30"
COLUMN FOOTING DETAIL
Thicken
- -
with concrete and
one US bar continuous
s ; #
4" concrete :. with fibermeshOR
#• # UJUJM on 10 mil Visqueen
clean compacted
termite treated fill
PORCH • ,;, EIDGE
!.
95 bar vert. w/
30" overlap
at each fined cell SEE TYPICAL
ECTIONS
Adjust curb hei ht
based on gar. Boor 4" concrete slab with fibermesh OR
slope. 6"x6" #10/10 WWM on 10 mil Visqueen over
45 bar in curb clean compacted termite treated fill
O'-O" e 1=.i=.
Grade
00
IIII i i , 14% x 14"d concrete monolithic
footing with (2) US bars Cont.
GARAGE CURB DETAIL
SCALE 1/2" = —r-o-
J
•aa • with
3/8"dia. anchor b•
overhead door _s to wood
jamb per product approval
Garacie Door Jamb_Cietail
PERMIT-1-0 WITHSTAND PRESSURES STATED NTS
IN a BOX ON PRODUCT
APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL.
Filled Cell Masonrg Column With One
# 5 From Footing To Tie Beam
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
Single Filled Cell Column
NTS
Fillede' lMasonrg Column.
`FromFooting w Beam Each.
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
Doubled Cell Column
NTS
Braden t Braden AIA, FA
Architects - Planners
411 S.E. Coconut Avenue
R Tel (1-12)
f +
258
�/. enai f .r
Stuart,FL 34999 UAAC000032
!ill lUll°A_ 1 _1_a_I_1_ I °I_I_L lUl Ill°
r------ - - - - -
�
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( 1
I
12",' 10'-0"
12"
IC15L. PATIC1/SLAP
1 --- ®�
I-- — —— --� �o---------� a
_ I
Rear Patio/Slab = I
to be poured separate U-1
f, from the house slab
12 -0 U_ I
Thicken footing to 24 -�
( F l 2 4 "w x 1,41" d x 24"L under felled cells i- e
II under girder bearing.IL—- I]
L — —— —to �— ®_------------- L. I Rear Fatoo/Slab
be flush with bottom of I
I sliding door recess. Fi
( Slope 1/2"
i
I �-
i
D I (;-
I
CD
I
I�-
I IC
FI I C
(
H.B_ I Vanity to be
I�-34 Y2 ° high 4" concrete slab with f ibermesh OR I
D 6"xb" 410/10 WWII on 6 mil Vlsqueen over I C
clean compacted termite treated fill
I
,
F_
V y
D ( O I;-
I�-
• I®
I I
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Fl (l
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(
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00
o—------- rw
A/C H.
1 i 4"qb steel Ballard
felled w/ Concrete 0 I I �� W i
F5
01 moo` i IF I =�
I Nov I I L--�
I �t! I I Fi
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CD El I
VQ _U _ w �
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Recess o
r y
poir-tin' _ ..or ni_W r
3' - 5'"
UJQnne
Building Corp.
STERLINGTHE
Spanish,
3'-g"
-1,-2„
--- i a — — — — — — — —-
-F
12" x 12" concrete column block fil1E
with concrete and (2) #1 bars vert.
into lintels above
I
W
r-
9114
R
am
V_
2-
MONOLITHIC FOOTING
WITH
2 #5 BARS CONTINUOUS
MONOLITHIC FOOTING
WITH
(2) 45 BARS CONTINUOUS
i
/
y a
RS EACH
-
i'THICKEN
SLAB EDGE
WITH
1 #5 BAR CONTINUOUS
With
Curb at Garage
Provide #S bars with min. 419 bar
diameters overlap into beam. Tie
filled cell steel into continuous
beam block steel.
Provide #5 bar set in pre -cast
lintel into beam where length of
the opening calls for it.
Z/
ROOF: SHEETING
ATTACHMENT DETAIL
i. Minimum Nail Size = 8d ring shank (min ---
2. Minimum Screw Size = us x :210 . 2.5" long)
, ".6.'T' CDX '1
3. Minimum Sheathing Thickness 19 "l-pood
4. Use nails or -screws basqd on pressure for roof stated
in permit info box on these plans for zone 3
"u--nalls or s rews based on pres�ure for roof stated
in permit in %ox on these plans for zone 3
Verify with Plan
Concrete
/ Lintel
V1
Rebar 48 Bar Oia.
Min. Overlap
Column to Lintel
12 " x 12'"
Column Block
Provide Cast -Crete
SUB-OB/OT precast
lintel set in mortar-,
Min. 8" Bearina
.0"
IL"i" :.I Provide PT Buck
attached per jamb
details into filled cel
;J
4" Pre -cast
Sill
4.
4
---Poured Filled Call
Provide US bars with min. 48 bar
,_--,diameters overlap in filled cell. Tra
' filled call steal into continuous
footer steel.
'J
A!
Concrete r-ooting
Z (see footer schedule
for exact sizes)
DETAIL AT WINDOW OPENING IN
0;n. 1174■111 lr&� III I wo I
SINGLE PLY REAR GIRDER TRUSS
Nail 2" x 4" blocking to vert. log of
truss with 10d x 1.5nails at 4" o.c.
Install Simpson MGT into wall using
5/8' dia. threaded rod set min. 12"
into wet beam and (22) 10d mails into truss
390
V 0 NXIMINk
Attachment AT GIRDER STRAFFIN G-
AT CENTER BEARING POINT
NITS
--Size and [Descri lorl
iTwo rows of beam block filled with concrete and 1 #5 bar
continuous in each row. Hook Vert. bar over top bar with
#5 90* bend bar with a 101, min. lap at top bar.
-1/8" thicklighttextured stucco installed per
ASTM
' STM C 1,26 over ASTM -0 type 2 paper backed
4) 1 1 - I
wire lath mailed to substrate through one lager of
ASTM 1) T 2 felt paper using 8d nails. Substrate—,
to be I9/3?eC0X Plgwood nailed at 4" o.c. in field
and edges with 10t1 rind shank nails into studs.
Gulf Coast Supply and MFG 6v Crimp Metal roofing #11651.12
24 ga. Sv 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 0
(type 2) 30 lb felt underlagment installed with min. 4" side laps and 6" end
laps fastened with corrosion resistant tin and with 1.26" ring shank nails
ispaced 6" o.c. at all laps and two staggered 12" o.c. in field. Attach
deck to trusses usingattachment detail L
Q 0" this sfityei.
Additional
Precast Lintel
bars
Lintel
Bar
Clear
"A"
r
Length
Length
Span
Bars
a 7rs
IL---- if
0
none
8PS-015AT 8F8-115AT SPS-1113/2T
31-44;3
---
_4
2'-- 2 yp
2,43
nOnM
-X�7 Additional
bars
77
none
CLEAR
me Row o
3'- 2
2,43
Wane
Block Above gn
-411
41-0"
2
,43
none
2,44
none
f! I ,.-Precast Lintel
ire -Pr
Additional
2,44
#5 bars
none
2,#5
none
NOTES:
F2,4S
none
1. min. coverage of stee1=l.s,,
ALL reinforcing steel
is grade 40.
2, min. bearing required v ca. end=a
3. standard for reinf. steel=ASTM A415
TYPICAL LINTEL SECTION
( PRECAST CONCRETE ) II
Simpson HETA 20 or equal
hurricane anchor at each truss
with (10) 10d x 1 1/2" nails
24" o.c.) supporting Max.
18101bs. uplift
Aluminum Drip -
Edge t Fascia
MME13MEM
Aluminum Drip
Edge t Fascia
Flash and Counter
flash
Nail ledger to
gable end true&
with (2) lod I
at each web
Brace Gable end
with 2" x 4" 5yP #2
8ft back nailed to bottom
Of top chords using (2) 10d
nails at each truss
PRE-ENGINEERED WOOD TRUSSES
9 24"o.c. TYPICAL
shop drawings bg manufacturer
\R-30 blown fiberglass
12 1/t2a" ath\c tsthucxio oonal 3/8' verticals
tocc in bottom chord of' trsses
-
framing
with nails or staples to provide \--'
no as than 1-3/4" penetration into 1/2drywall with anwth finish
horizontal wood framing and 3/4' penetration Two rows of beam block filled with concrete
into vertical wood framing members
KaUcan full a vent vinyl soffit installed
using 1/8' dia shank x 1.5' 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) :91 bars vert. tied
intolintels above
thicken edge to 8"x8"
with concrete and
one 45 bar continuous
BF-YOND
Top of foster—
14 below finished floor
ta
and (1) #S bar cont. in each row. Substitute
recast lintel filled with concrete and (1) #5
bar cont. For bottom row over openings
6/8" thick light textured 1/2" drgwall over I" x furrinp,_,,,,
stucco on typical concrete strips at 19" o.c. with FPKI
block construction insulation on typical So' Block walls
Varies - see 1— All drywall to be installed per FBC R102.3 I
Strap truss to wall vrG Simpson MGT with Simpson HETA 20
5/8" dia. threaded rod with min 12" embedment
into beam either wet set or in epoxy with hurricane anchor at each truss
22) 10d mails into truss. Add blocking to ( 24" O.C-) SUbbortina Max.
truss leg per detail on this sheet C-H E T A 20 1810 lbs, Ubllft-
:3 <
IV
E-=
IV --n
U�
W
Z
CIO
W
LLI
-1- p - -1 , '. .., I and shall meet all pertaining ASTM codes. 20
US bar vert. wl Mortar to be Type "Moo oni -
proportioned pLr FBC RLOIJ
30" overlap
and Mortar joints shall comp 9 with FBC R401.2.1.
at each filled cell Provide Dur-0 -Rock at all wet areas (ex. showers, tubs etc...
Fill cell With con,,--te and A I
Rear Ratio/Slab to --,(1) #5 bar vert- `typical).
be flush with bottom of Max. spacing shalli not exceed
sliding door recess, 15se" unless otherwise noted
Wood e undati®n plan notes for i I Base spacing at openings — OVERHANGS AT I'—C" UNLESS 01'HERWISE NOTED ON THIS SHEET
Step per foundation plan 4" concrete z1ab with fibermesh OR — ROOP PITCH AT 4:12 UNLESS OTHERWISE NOT ON THIS SHEET
6""" 10/10 1111111om
a Slope — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTU
per foundation plan RER
clean compacted termite treated fill
41 6 mil Visqueem over
ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE
A
L60
LID C
LIOO
BI
151
BI
LU
M
1L
cli
I L90
BI
toll
�i
11
11
<
0
UJ
:T
12
L45
SLOPE
12"
BI
E 2
LOP .4
0
BI
- rn
Jc:
AM
L31 B I
d)
L1 5
fL
T
�14
-Z—
Gulf Coast Suu and MFG Sy Crimb Metal roofina F-
#11451.12
F-
LLI
29; G1,11TI d L� gwood dect
F i3LLUGfJVQ L pi
wcgJ1`screws - with sealing self washer at 12"go o.c. max spacing
using #9 x
over ASTM D
(type a 2) 30 lb felt uriderlaument installed with min.. 4"
g
side laps and 4' end
kJ:1
labs fastened with corrosion resistant tin caps and with
1.25" ring shank nails
V
2;JXIs U U-Q. CIL oil 1UP5 01`10 0�
to trusses using attachment d&tGa1iH`on1=uthis uwsheet
41 -�7m r CID
Celli 4-1
A/C
BI
Z
W
r 22" x 54'
La
E
T
4Attic Access
SLOPE I
'I-
1 with light
* 92 min.
* bottom
i
Alk
1
8'-Ofi MAX.
I U
)
0 ad
B1
ig (2) IOd
0 (2
P, U ae
JR A"
11
-F- J
12'
L31 B I T
F1
BI
BI
t O
L45 BI
BI
o
BI
a W
(L
0impson
HETA
.20
X
BI/
rrlcane
anchor
at each
tr
U)
21'
o.c)
sup0ortna
MaK.
4J
I
BI
f3 l
IC
lbs.
uolif t
L90B 5..
L1 01,4
1 1,
.4
......
Sill
ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION.
ALL TRUSS TO TRUSS CONNECTIONS BY
=d I I M1 I I Ml I I I I I I I II I -III- — 1=! 11,TRUSS MANUFACTURER 1111 1^1 1.0 " —
����-����-����=1111=1111=III=11116=1`� — AR I I
Im
-WA
Braden It Braden AIA, FA
WLmne Buildin i Corp.
Date Drawn
Revisions
Architects — lanners
P
9-9-11
-41 E. Coconut Avenue
Tel : (112) 281-8258
THE STERLING
ARAGE
LEFT
—I
1
0,awn b6:
REVIEWED FOR
Fax : (112) 281-8283
E —mail: bradenaiae comcast. net
Spanish Lakes
c:. C. U.
Checked bg:
GODE COMPLIANC E
LUCIE COUNTY
Stuart 0
IV FL 3,49% UAAC00032
St. Lucie Countq Florida
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