HomeMy WebLinkAboutBuilding Plans5/8" thick light textured
stucco on typical concrete
block construction
Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12
26 ga. 5v crimp metal roofing attached to plgwood deck using #9
wood screws with sell sealing washer at 12" o.c. max spacing over
(tgpe 2) 30 lb Pelt underlagment installed with min. 4 side laps i
taps fastened with corrosion resistant tin caps and with I. " ring
spaced L o.c. at all laps and two staggered rows 12' o.c. Ple
deck to trusses using attachment detail on this sheet
SCALE: 1/4' - 1'-0'
101
O LL
MAD MR am Rai
5/8" thick x 8"w cut
coral finished stucco bands
12
SLOPE 4
COVERED
PORCH
Finish Columns with
5/8" thick cut coral
finished stucco bands
Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12
26 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 Pelt underlagment installed with min. 4R side laps and V and
laps fastened with corrosion resistant tin caps and with 1.26' ring shank nails
spaced L o.c. at all laps and two staggered rows 12" o.c. in field. Attach
deck to trusses using attachment detail on this sheet
stucco on tgprcal concrete 5/8" thick x 8"w cut
block construction coral finished stucco bands
REAR ELEVATION
SCALE: 1/4' - 1'-0'
Gulf Coast Supplg and MFG 5v Crimp Metal roofing ImL #11651.12
24 ga. 5v crimp metal roofing attached to pigwood deck using #9 x 1.5" Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11431.12
wood screws with self sealing washer at 12 o.c. max spacing over ASTM D 2L ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5"
(tgpe 2) 30 lb felt underlagment Installed with min. 4 side laps and to end wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails (type 2) 30 lb felt underlagment installed with min. 4 side laps and L" end
s aced L o.c
. at all laps and two staggered rows 12" o.c. m held. Attach laps fastened with corrosion reactant im cope and with 1.25" ring shank nods
dpeck to trusses using attachment detail on this sheet spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach
deck to trusses using attachment dated on this sheet
1/8" Thick cut coral stucco over paper
backed wire lath nailed to substrate through
12 one lager of 15 lb felt using Sd nails. Substrate
to be l9/32" CDX Plgwood nailed at 6" o.c.
4 SLOPE in held and edges with IOd ring an galvanized
nails into truss webbing.
12
GRESS "4 SLOPE
-I" B A 1N
y.
8'-I" SEARING2" 12GRESS
12,°
u ® ®®®
•
O'-0' = Finished Floor ``
------trim - - ----- _a. - m...m ----wile im-- ---------------
®®®® ®mom
5/8" thick fight textured ����� ,pt r �� .�, " _
�.
stucco on typical concrete ®®®® ®®IV
block construction 7�,-.-{ _m.
5/8" thick x 8"w cut
rt so- Y coral finished stucco bands FRONT Y `T I ®*
SCALE: 1/4' - 1'-0'
SCALE: 1/4' 1'-0'
Product Approval Submittal Affidavit
Opsafo8 Bohmule Swim Doasw Own•head. Doors, BMdiaa Doors,
haloes & 8JgD5hta
Opening
TM
NOA'
NUMB R
Product
Model
Manufacturer
Glass
Attachment method
1,2r3
t4
FL# 239.3
Single Hun
g g
SH- 100
Impact
PGT
SAV
I/4' m. tap% e/ an. Is /e' raft Lo •
space per proct approv. Co eh rector aol'iall here to
nin. edge distances perched in Product approval
A
14-0330.02
Overhead
Garage Door
Model 824/811
a -0 ma max width
DAB
imtS
i sp� "�v..,n die" . c;, M�o",-wai W at
�° �r �a a�{ , y��' b'� �d
B
FL# I4414.1
Fiberglass
g°h pro/
Jeld-Wen
Elco 1/4' dia. an with min 1.25' embedment at 3' max
from earners and.5' o.c. max thereafter in head and jambs.
C
FL# 251.5
Sliding Glass
Dos
SSGDa ll0
PGT
I" nO1a
Tgpe "GSA'
ipaced�er p ✓ an, I (. panatratio t0aN
min. 2 1/2 ped>1 stancesaspecifiedfOin Product approval
Product
NOs/FL
NLgffl=
Model #
Manufacturer
Attachment Method
Mullions
FL# 241.1
1' x 2 3/4"
x .315'
PGT
Install per fastener type and spacings shown in Table IA and IB
in product approval on sheet 5 of 22.
Roof
FL# 11451.12
MQtaII riMorin g
Gulf Coast Supplg
and manufacturing
24 ga. 5v crmp metal rooting attached to plgwood deck using a9 x 1.5'
�iao screws with wit sealing washer at 12' U. max .Paring over ASTM D
type 2) 30 lb felt underlagment installed with min. 4 side�laps and 6' end
laps fastened with corrosion resistant tin ceps and with 1.25 rig shank nails
apseed L ac. at all laps and two staggered rows 12 c.c. in held. Attach
trussesleek to tnes using attachment detail on roof plan
2" x 4" top plate
bass -board
; :� z. <;r- mow.,} ,
.�. s ai-?•i:•: GS,.
1/2' drgwall ceiling on truss bottom cord
I/2" drywall on
2" x 4" studs at IL" o.c.
2" x 4" P.T. bottom plate
;x
it :. _�;+: �'•F:i��z"T::i�:i.`:4 a>y �:e.:. i'-",b
MDa%tion
Design o Approved 'tests
± 80.0 PSF
10-9-21
+ 50.0/-60.0 per
+ 30.0 PSF
± 40.0 Far-
ligrattion
late
Design PremmRum
of A?Pro 'fasts
± 58.0 PSF
- 108.5 PSF
Siding Stucco on Block
Model T4 12 ModInstall using 2" x 2' battens at P o.c. scresied to soffit framing using
soffit FL# 12198.3 Mod Soffit " vented Kagcan $8 : 3' wood screws at each truss. Install soffit to battens using +55.0/-35.0 PSF
flia, x 1.5' long Pima shank nails with S/8' dia, head, - --------
RUTTican
Panels
I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record)
\ 4" concrete slab with fibermesh OR
6"W #10/10 WWM on L and Visqueen over
clean compacted termite treated rill
Interior Non-Bearina Partition
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. 6th Edition and ASCE 1-10 for Wind Loading
Building Design is: Enclosed Risk Category. 11 Wind Velocitg: IL5 mph ultimate
Mean Roof Height: IIII'-OOe Roof Pitch: 4.12
Internal Pressure Coefficient: to -la
Subjectability to damage from: Weathering: Negligible Termites: Vera Heava
Width at Rod End Zone: 3'-4■ Wind Speed: IL5 mph ultimate
Wind Exposure Classification: C 1.2E x O.t = 0.12E
Adjustment Pastor for Exposure Height: ASD demon
Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.6DL+OAWL
Components t Cladding Wind Pressure (NET) Rod Zone: 1. +204/-32.1, pot
Rod Zone. 2. +20.L/-51.0 par
Rod Zone: 3. +20.L/-84.0 psf
Components t Cladding Wall End Zone Width: 3r-4'
Components t Cladding Wind Pressure- (NET) Wall Zone. 4.+355.8/-38.1 pat
Wall Zone: 5.4 .8/-41.8 pat
Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 Pat
Shear Walls Considered for Structure? Yes
Continuous Load Path Provided? YYeeaa
Are Components an Cladding Dew Provided? Yes
Minimum Sal Bearin I
g esure: Prm.,can tivs.
XB T
AP V` A P O E TIONI
0 E ISE RODUC RVAL F
ROOF LIVE LOAD: 31_ pat ROOF DEAD LOAD: 10 paf
FLOOR LIVE LOAD: -a- pal FLOOR DEAD LOAD: 10 pe
JOB ADDRESS: L-Q0
.ra:
® - Rod Zone I
Wells Zone 4
tilt Rod Zone 2
Walla Zone 5
END ZONE
Corner Zama
Roof Zone 3
ST. L CIE C®U TY
L O O I �I Receaa top plate L"w x 3/8"d Counter top - vanfy type
+- I t 4" for steel support angle with contractor
CRASH POST DETAIL see dated an this sheet
TYPICAL NOTES: SCALE I/4" = I'-O" N.T.S.
I. Contractor to verify ALL notes and dimensions prior to 36" high log 4" diameter
proceeding with work. steel crash post. Floor Steel countertop support angle
2. Contractor to STRICTLY enforce ALL OSHA Requirements. Flange with 4 - 3/e" Install L• from aoch and aria Base cabinet
q expansion bolts into one in center of counter.
3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 kill steel plate) see angle detail
a minimum 1,400 P.S.I. fiber stress. 2' x.a" wood etude
4. No dissimilar metals to touch. s" 1/2' drywall at IL o.c.
5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. 2%2' 21,$" 2' x on PT wood plate
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
le. Drywall at ceilings shall be leveled and attached to bottom chord �3/8" 0 2 " KITCHEN ISLAND FRAMING, DETAIL
of trusses with screws per FBC R102.3.5. 4'
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.
12. Lowest finished floor to be set bg Governing Building Department
surveyor to set in field."
13. Separation between residence and garage shall be per FBC R302.6 L"
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 Der FBC R302.9.1
16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 40 per FBC R302.9.2
1-1. 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. Ggpsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931
C%O, C1002, C1041,0111, C1118, C1218 C1395, or C1396 and shall be installed
according to the following: (FBC R102.3.5)
prywall
Thickness
Location
Orientation
Framing
Member
Sp icing
MaxrmuNails
Max. s acin
M faatieners
Nat gang options for
metalletion of drywall into
wood framin® members
2" x min. thickness
Screws
Ceding
Perpendicular
24"
1"
12'
139a 13/8' long with 19/64' head
/2
0.098' diameter x 1 1/4' long
annular -ringed or Sd coder nail
0.080' dia. x 1 5/8" long with
1511 headOR
Walls
Direction
li'
S.
111
Gµpsum board nail 0.080 dia.
X 1 IJ with 9/32' head.
Carling
Perpendicular
24"
1•
12'
139a 1 5/8" long with 19/44' head
„
s
0.098' diamiRter x 1 3/8" long
annular -ringed or Ld coder nail
0.092' dia. xR 1 1/8' long with
1/4" head
Walla
Direction
1L
8°
IL"
OR
Gypsum board nail 0.0915' dia.
x 1 1/8' with 14/64" head.
19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, I
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 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 accompan Iniq smoke
developed index not to exceed 450 when tested in accordance witfi ASTM E 84.
Insulation shall comply with F.B.C. R316.
Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11451.12
2L ga. 5v crimp
ws metal roofing attached to plywood deck using #I x 1.5"
wood screwith self sealing washer at 12" ol 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 cape and with 1.25" ring shank nails
spaced L o.c. at all laps and two staggered rows 12" o.c. in held. Attach
deck to truaeea using attachment detail on this sheet
I2.r We
MASTER I �v
l1 " TBATH 4 l
uwi y
I I .e 1 � .4 KITCHEN
lure i ��y, 13 2" LAUNDRY 4
1 1 I 2#1 12"
I
I • 1 Vi 2- 2• 1 V-1
l 30 er*rRi 2• 2,
1 3 sci 2" 2n
bTi 2" b�$_
3• BATH 82 e�
3' SANITARY RISER
rite
r
Window Schedule
Mark
Size
Rough O en.
Window Descrl tlon
PRESSURE ZONE
I.
4'-S.J 4'-1,%"
541J1@"x 54➢a"
Single Hung
ZONE 4
2.
V-27a"x IJ %a`
15' x L3 /4"
Single Hung
ZONE 4
3.
2'-2' x V-21
21r2"x 385a"
Single Hung
ZONE 4
4.
3'-1" x lliJ
38' x L3'i,"
1 Single Hung
ZONE 4
ALL Windows to be aluminum windows Jul 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 manufacturer a specs prior to construction
Door Schedule
f
Mark
Size
ROU h Opening
Door Descrl tlon
PRESSURE ZONE
A
1,-O' X 1'-O'
108' x 84'
Overhead Garage Door
ZONE 4
B
31-0' X V-8'
41"1/," x lill
Frber Panel - firming
ZONE 4
C
L'-O' X 61-8'
14' x 81 i2" 4,tnican
Sliding Glass Door
ZONE 4
D
2'-O" X V-8"
Solid Core - Wood
- L-Panel -BrPdd
FReslwd 24' x 81
B
2'-L' X V-8'
Solid Care - Wood
- L-Panel
F
5'-O' X 6'-8'
Solid Care - Wood
- L-Panel - Br -Fold
G
2'-8' x L'-8' x 1),"
Solid Care Wood. Steel, or Masorete Door
H
T-8' X L'-8'
Solid Care - Woad
- L-Panel
J
T-L' X 1.'-8'
Solid Care - Wood
- L-Panel - St -Fold
xterior doors to withstand pressures stated
sheet #I
E DOOR SPECIFIED IN PRODUCT APPROVAL FORM
AND THE PRESSURES STATED IN PERMIT INFO BOX
LAIlroughopening dimensions to be verified by contractor
facturers specs prior to construction
in permit info
AND SHALL
ON SHEET 41
Attach buck to block mall with
1/4' dia. Ell cone across with on.
11/4' penetration at 12' o c. max
and 4' max from each corner thru
Exterwr two
2' x V PT Buck
*r aan
aria•
088 Woad *wows thru Jamb into buck
Detail
it each I}nee and 15' e c max and
at Door ;W to air att.wh. t
NTS
INSTALL VULKEM BLOCK SEALANT
ON ALL JAMB, HEADER, AND
SILL
BLOCK PRIOR TO BUCK
O
INSTALLATION
r
Install windoma thru buck into
block nth 3/IL' tap -can with
1 1/2' penetrationat L' au mnc
frm each corner and 20.' Ill max
thereafter at b* and 20' ei max
par
Exterior face
at head and mil product approval
of sari
Rack to be 1' x 4' PT
Yaries
Px4• P.T. Buck nailed to
Detail
lock with case hardened nails
at Windows prior to window attachment
NITS
n c `I 2
IE
EGRESS
13'-11"
MASTER
- BEDROOM
o -
m rAS'-a' A.F.F.
a �
35'-O"
8'-10
a,-
�12" x 12" Concrete column /"
block filled with concrete and
(2) 41 bars Vert. tied into
O O lintels above
Filled cell under
r girder above PORCH
WIRE LATH t STUCCO
CEILING
N
`r ~N Flat Ceilingif
1 -
n I .
°
i
r-
Vanity to be ® ( O 4 y2"high 1
° Rod t Shelf 8'-O" tol9'-8" A.F.F.
T Vaulted Ceiling
r `o
° r LkFodl
00
GREAT'ROOM
S T laH.B. H l_1orb- J ho I N oU in
* ao "r -
n
AL
DRYER ASHER
Of
a� 9't 5" LAUNDRY a I n
Lu `n I
F- i+ 8'-O" to 9'-8" A.F.F_ O
° � � I *V� au*lt�ed C ding
a PV1
Oto be1 DII �lII �lG
T32high I I ( ROOM
Oi 42"
T counter tops to 3/8' thick steel O
;r overhang wall 1.5"
I 90"Bullcounter top eis
�
eq._er eq. town or tops to
° O L over ang wall 1.5"
in .+
° v
+41" high wall I I I U
° DwSECOND
°
° 0 BEDROOM f KITCHEN I °
- 8'-O" A.F.F. 8'-O" to 19'-s" A.F.F., I 1
Flat Ceiling ® I Vault9 d Ceiling m 0
Upper cabinets to -
' extend over Ref.
n I 1 MICRO
= 12'-8° 4,„ _repNON-V NITG L Q HB
�r .
-
(ti
n � � R-n all imdeeian
THIRD T ® Provide sate
� closer 4"40 Steel Ballard °
BEDROOM _ See detail on this .h..t
Fla ul
13 D 1 Attto xA ceess 1
L - - � I wish - - `°i`-
Simpson HETA 20 or equal Flat Getling
hur mane anchor et each truss 12 /� '` #I J 1 GARAGE
wit (10) IOd x 11/2' nada PRE-ENGINEERED TRUSSES ' Masonry Beam n B
I x L P.T. Buck nailed to 12'-8" in 4" 4'
_X
t 24' o_c.) u parLmg Max 4 at 24"o.c. TYPICAL block with cane hardened nails verlfg attachment O
Ia101bs. upldt (shop drawings by manufacturer) prior to door attachmen hole location with GC
in Block wall in O °
Install SGD thru buck into prior to fabrication - n n n MT n ° g i
block with 3/IL" tap -con with 3/8" thick ,--garage to be
r 11/2" penetration at L" o.c. max L ° R-11 Ratty Inds n Provide auto ° 2'-8" ° �siruck block r+
steel bracket
Aluminum Drip 'ar R-30 blown fiberglass thereafter t head product I closer _ from each corner and 20." o.c. max 150 Amp
Edge t Fascia In bottom chord trusses ar:...:.•;.: '�-,;;,,-:.,.-:.
ere* era ea per pr uc approval Panel EMERGENCY °
O
drywall with smooth hmeh r______ EGRESS r_____________ ___� °
2" x L" Sub -Fascia Two rows of beam block filled with concrete O 0 Use 3/I6" to con with COUNTER TOP BRACKET DETAIL 3 ° in I I B I 1 Q
and (1) #5 bar Cont. in each row. Substitute a p " 3
I I/2 penetration at L o.c. max.
mng 1 toll o vent ri I ion installed recast lintel filled with concrete end !U #5 I I I 1
rnI p from each corner and 20 o.c. max
wan I/na ha shank x TA' is long goer. bar cunt. for bottom row over openings
roa�ng nails with 3/e" dia. Mad per thereafter at aill per product approval
produeL approval - ..e chore sheet #I I/2" dr wall over In x furmn ° I t..i O L F C ,4 R T I I I stripps a 16" o.c. with R4.1 PI -Poll In x L' P.T. Buck nailed to n ao "
rnsulatlon on typical 8" Block walls block with case hardened nails C I GARAGE I I I cry
5/8" thick light textured = All drywall to be installed per FBC R102.3.1 Head prior to door attachment 1 I I I I 1
stucco on typical concrete T and shall mart all pertaining ASTM codes. io 13'-O" I I in
block construction as Mortar to be Type M" onegg proportioned per FBC RiJ I I I I
and Mortar fonts shall col with FBC RL01.2.1. - - ®- O
Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) fixed doorLO 0 00
#5 bar vert. w/
sliding door :='= :.;
30" overlap Fill call with concrete and ;. :"
at each Pilled cell lU #5 bar Vert. lnot ex. Masonry Wall "''` 2 -e
ax spacing shall not exceed 35'-01,
Wood 48 unless otherwise noted 1 1/2"
see foundation plan notes for
Base spacing at openmga :...; •-.....<
Bottom Track Typical Flooring :r $ uare Footage Breakdown
4" concrete slab with fibermesh OR q �
L"xL" #10/10 WWM on L mil Visqueen over Sill Install SGD thru buck into Total A/C IS ace = 1,153 sq. ft.
clean compacted termite treated Pill block with 3/I4tap-con with -
Covered Porc Total - 21 s ft.
Grade S _ Sliding D OOr Detail I I/2" penetration a L" o.c. max 9 q.
from each corner and 20. o.c. max Gara e = 45�I 8 ft.
thereafter at Jambs per product approval Jamb TOtal CU�IC Ft = 4,
- _ At Masonr g Wall NTS p�� Under Roof Total = 2,484 sq. ft.
=�,�� � li I _III IIII _i�l _ Ills
-III -III Braden 4 Braden AtIAe P�4 one Burldrn Cor' Date Drawn : Revlsiona : Sheet Comm #
�I_.1�-;I " " �} 9 P
I i 14 x 14 Concrete footrn
Architects - Planners 3-28-18 5�23-18 Garage floor slope and
C ate
e
REAR g smoke detector revision
with ( # t. and # 2) 5 b 5 h ors con 4Coconut S.E.
. C Avenue Drawn b :
n T L
transverse bars at 48 o.c. Tel : (112) 287-8258 THE E W f N D S O R 2 16 -15 9 B
C.C.U.
TYPICAL SECTION Fax : (112) 281-8283 Checked b.
Scale : 1/2" = 1'-0" BFax
bradenaJcomcast.net S. Lucie
Lakes RIGHT H T yImpact
Stuart_ FL 3499G #AAC10e)a®32 S .Lucie County Florida
Simpson HETA 20 or equal Flat Getling
hur mane anchor et each truss 12 /� '` #I J 1 GARAGE
wit (10) IOd x 11/2' nada PRE-ENGINEERED TRUSSES ' Masonry Beam n B
I x L P.T. Buck nailed to 12'-8" in 4" 4'
_X
t 24' o_c.) u parLmg Max 4 at 24"o.c. TYPICAL block with cane hardened nails verlfg attachment O
Ia101bs. upldt (shop drawings by manufacturer) prior to door attachmen hole location with GC
in Block wall in O °
Install SGD thru buck into prior to fabrication - n n n MT n ° g i
block with 3/IL" tap -con with 3/8" thick ,--garage to be
r 11/2" penetration at L" o.c. max L ° R-11 Ratty Inds n Provide auto ° 2'-8" ° �siruck block r+
steel bracket
Aluminum Drip 'ar R-30 blown fiberglass thereafter t head product I closer _ from each corner and 20." o.c. max 150 Amp
Edge t Fascia In bottom chord trusses ar:...:.•;.: '�-,;;,,-:.,.-:.
ere* era ea per pr uc approval Panel EMERGENCY °
O
drywall with smooth hmeh r______ EGRESS r_____________ ___� °
2" x L" Sub -Fascia Two rows of beam block filled with concrete O 0 Use 3/I6" to con with COUNTER TOP BRACKET DETAIL 3 ° in I I B I 1 Q
and (1) #5 bar Cont. in each row. Substitute a p " 3
I I/2 penetration at L o.c. max.
mng 1 toll o vent ri I ion installed recast lintel filled with concrete end !U #5 I I I 1
rnI p from each corner and 20 o.c. max
wan I/na ha shank x TA' is long goer. bar cunt. for bottom row over openings
roa�ng nails with 3/e" dia. Mad per thereafter at aill per product approval
produeL approval - ..e chore sheet #I I/2" dr wall over In x furmn ° I t..i O L F C ,4 R T I I I stripps a 16" o.c. with R4.1 PI -Poll In x L' P.T. Buck nailed to n ao "
rnsulatlon on typical 8" Block walls block with case hardened nails C I GARAGE I I I cry
5/8" thick light textured = All drywall to be installed per FBC R102.3.1 Head prior to door attachment 1 I I I I 1
stucco on typical concrete T and shall mart all pertaining ASTM codes. io 13'-O" I I in
block construction as Mortar to be Type M" onegg proportioned per FBC RiJ I I I I
and Mortar fonts shall col with FBC RL01.2.1. - - ®- O
Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) fixed doorLO 0 00
#5 bar vert. w/
sliding door :='= :.;
30" overlap Fill call with concrete and ;. :"
at each Pilled cell lU #5 bar Vert. lnot ex. Masonry Wall "''` 2 -e
ax spacing shall not exceed 35'-01,
Wood 48 unless otherwise noted 1 1/2"
see foundation plan notes for
Base spacing at openmga :...; •-.....<
Bottom Track Typical Flooring :r $ uare Footage Breakdown
4" concrete slab with fibermesh OR q �
L"xL" #10/10 WWM on L mil Visqueen over Sill Install SGD thru buck into Total A/C IS ace = 1,153 sq. ft.
clean compacted termite treated Pill block with 3/I4tap-con with -
Covered Porc Total - 21 s ft.
Grade S _ Sliding D OOr Detail I I/2" penetration a L" o.c. max 9 q.
from each corner and 20. o.c. max Gara e = 45�I 8 ft.
thereafter at Jambs per product approval Jamb TOtal CU�IC Ft = 4,
- _ At Masonr g Wall NTS p�� Under Roof Total = 2,484 sq. ft.
=�,�� � li I _III IIII _i�l _ Ills
-III -III Braden 4 Braden AtIAe P�4 one Burldrn Cor' Date Drawn : Revlsiona : Sheet Comm #
�I_.1�-;I " " �} 9 P
I i 14 x 14 Concrete footrn
Architects - Planners 3-28-18 5�23-18 Garage floor slope and
C ate
e
REAR g smoke detector revision
with ( # t. and # 2) 5 b 5 h ors con 4Coconut S.E.
. C Avenue Drawn b :
n T L
transverse bars at 48 o.c. Tel : (112) 287-8258 THE E W f N D S O R 2 16 -15 9 B
C.C.U.
TYPICAL SECTION Fax : (112) 281-8283 Checked b.
Scale : 1/2" = 1'-0" BFax
bradenaJcomcast.net S. Lucie
Lakes RIGHT H T yImpact
Stuart_ FL 3499G #AAC10e)a®32 S .Lucie County Florida
I U 1c ,L-\ L IN ./ I r— 40
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/ 6 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/ 4X6 10/10
WELDED WIRE MESH REINFORCING ON 6 MIL. 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.
7• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER
FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR
S. 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 -it., 11
A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL.
11. 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
IS. 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. G185 RATING.
FOUNDATiON
FLAN
I t
b b tt d to the architect SCALE: 114" = 1'-0"
I. Any changes to p ans mus a sU mI e
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. Verifg 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 upp to 5'-II" wide.
Provide (2) filled cells on each side of openings from 6'-O" to 9'-11"
and Provide (3) filled cells on each side of openings from and up
Contractor to see plans forany other condition used. Foundation walls
shall have filled cells at 2,4s o.c. unless otherwise noted (see section)
6. 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"
E TYPICAL with concrete and 4" concrete slab with frbermesh OR
30" overlap ECTIONSSE
at each Pilled cell one #5 bar continuous VW#10/10 WWM on 10 mil Visqueen over
\ clean compacted termite treated fill
FOOTINGS
SCHEDULE
Mark
sire
Desorption
I
14"111
x 14"D
MONOLITHIC FOOTING
WITH
2 #5 BARS CONTINUOUS
12"W
X 140D
MONOLITHIC FOOTING
- 6"
STEP DETAIL ON THIS SHEET
30"
x 30" x VD
COLUMN FOOTING WITH (4)
#5 BARS EACH WAY
e"W
x 8"D
THICKEN SLAB EDGE
WITH
1 #5 BAR CONTINUOUS
®14'W
With
x 14"D
Curb at Garage
MONOLITHIC FOOTING
WITH
2 #5 BARS CONTINUOUS - CURB ' O'-O"
L
12"W
X 18"D
MONOLITHIC FOOTING
- V
STEP DETAIL ON THIS SHEET
4" concrete slab with frbermesh OR
4"x4" #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
man
om
((III III 14"w x 14"d concrete monolithic
looting with (2) #5 bars cont.
14"
J TYPICAL FOOTING DETAIL
SCALE 1/2" = I'•
4" concrete slab with frbermesh OR
611x6" #10/10 WWM on 10 mil Vrsqueen over
clean compacted termite treated fill
#5 bar cant.
#5 bar vert. w/
30' overlap
at each filled cell
Adjust curb height
based on gar. floor
slope.
#5 bar in curb \
SLAB EDGE DETAI
12111111111 0
SEE TYPICAL
SECTIONS
4" concrete slab with frbermesh OR
VxV #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
—
v E
.. .. .,,. — ODE
#5 bars Cont. bottom steel 14"w x 14"d concrete monolithic
—I I i I ii i 1 footing with (2) #5 bars cunt.
12" 1411
DETAIL AT 4" GARAGE STEPDOWN
SCALE 1/2" = 1'-0" (F)SGARAGE CURB DETAIL
12' x 12' concrete column
block filled with concrete
and (2) #1 bars Vert. tied
into lintels above
Top of footer
14" below finished floor_
Verify house slab
height in field
COLUMN FOOTING DETAIL
SCALE 1/2" _
4" concrete slab with fibermesh OR
L"xb" #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
J #5 bar cont.
zn
101, (2) #5 bars cant. bottom steel
121,
DETAIL AT 9" GARAGE STEPDOWN
SCALE 1/2" = 1'-0"
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 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.
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 NTS
IN PERMIT INFO BOX ON SHEET 41, SEE PRODUCT
APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL.
Filled Cell Masonry Column With One
45 From Footing To Beam Each. Filled Cell Masonry Column With One
Conc. Fill To Be 3000 PSI
See Floor Plan For Location #5 From Footing To Tie Beam
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
Se
Double Filled Cell Column Single Filled Cell COIUmn
NTS NTS
12' x 12" concrete column block filled
Into llintel& above (2) #i bars Vert. teed
Is'-3" 8'-IOY2" I 8'-IOY2" I
l0'-0e
— — `a
I I I I I o 0 o°° I (y
FI I
O
Filled cell under
24"
r girder above
I
Q I
J
Rear Parch Slab to O
r
be poured separately 1
1pu.
I
°T
from House Slab. O
I
t
O
Ing24"L
I
24hlcken 14"d I
IN
o under filled cell °
uU c I under girder bearing.
— toFl
its
°
I
I
a I
H.B.
A/C
Rear Patio/Slab to
be flush with bottom of I
sliding door recess. °
Slope I"
°
I
Ii
F
I i
li
F-
1
I°
I°
4" concrete slab with frbermesh OR
6"x4" #10/10 WWM on 4 mil Visqueen over
clean compacted termite treated fill
I
DORYER "FAS�F_ I o
E
I`
1
t-
r-
° I
I
Fljl°
I
°l I
°l I°
' Iit ----,
=a
I Dw
p�4" concrete slab with frbermesh OR
" I
6 xf.#10/10 WWM on 4 and Visqueen over
clean compacted termite treated fill
MICROWAVE
I RE' Ire NON -VENT I °
ar c�EAR O
OPENING nO O
bI
I I 4"40 Steel Ballard °
l l See detail on this sheet
F',#- LU l i
3:1, I I
l I I W I
I FI I I N F5 I
L— $ F6-------r FnTl
°° °° i I
— ----- --
I I I
mI
° I p 14 step m I t o
I I°
to; -
I
i
13'-0 O I ° O
i I Q I
° (------- -- —J ° gi ° L----- — --J O
° ° ° 1.5" Recess for O O ° — — ° O 1.5" Recess for ° 00
arage Uoor 6 Garage Door
9'-0" I 2' 4'-4" 2'-e" 9'-01, 2'-8„
Braden 9 Braden AIA, PA
Wynne Building Corp.
Architects - Planners
411 S.E. Coconut Avenue
T HLj D S C
liftanish
BTel : (112) 281-8258
I
Fax : (112) 281-8283
LakesE-marl:
bradenaiascomcast.net
Lucie County Florida
Stuart_ FL S4419L #AAC000032
"
Ulu
E0
a�
Nb
IL
0
Date Drawn Revisions :
REAR 3-28-18 5-23-18 Garage floor slope and
Drawn by: smoke detector revision
PORCH c.c.u.
RIGHT Checked bg:
D.R.B.
Sheet Comm #
3 15-15gE3
impact
OF 5
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 19/32" CDX Plywood
4. Use nails or screws bas d on pressure for roof stated
in permit info box on these pans for zone 3
Ke
Area
Ede
Field
Fastener
Pressure
Zone I
b"
6"
8d ring shank
45 psf
Zone 2
4
4
8d ring shank
-16 par
Zone 3
14
8d ring shank
84 psf
** Zone 3a
6"
4"
#8 wood screw
112.5 psf
** Use nails or s rews based on pres ure for roof stated
in permit info box on these plans ?or zone 3
Provide #5 bars with min. 48 bar
diameters overlap into beam. Tie
filled call steel into continuous
beam block steel t\
Provide Cast -Crete =--=
811,18-013/07 precast - --
lintel set in mortar r;
Min. e' Bearing -- --� -
Provide #5 bar set in pre -cast
ROOF PLAN
Scale : 1/2" = I'—O"
lintel into beam where length or
the opening calls for it. — ® L t 1 i— O ii 1 t L t d t L L t
e PT Buck
ad per jamb
into filled m
4" Pre -cast
Sill
ver angs a un ass o erwlse no a on 10 S ee
— Roof pitch at 4.12 unless Otherwise noted on this sheet
- Truss shop drawings to be provided bg manufacturer
- Any changes to this plan shall be submitted to the
Z architect for approval in writing prior to starting construction.
- ALL TRUSS TO TRUSS CONNECTIONS BY
TRUSS MANUFACTURER
- - Architect to review Truss Shop Drawings Prior
77
Poured Filled Cell to construction for layout and uplift verification
- Contractor to provide for Form Board Survey and to provide
Form Board Survey to Truss Company prior to truss construction
Provide #5 bars with min. 48 bar
dameters overlap in filled cell. Tie
illed cell steel into continuous
rooter steel.
CBS WALL Scale: 1/2" = 1'-0"
SINGLE PLY REAR GIRDER TRUSS
Mad 2' x 4' blocking to vert. Willor
truss with IOd x LS rwls at 4' o a.
Verify with Plan \
Concrete 12"x 12" ry on
s rOs�eMo �'i""
Lintel Column $lock into wet beaus and 21) IOd ruals aiw truss
Column
Rebar 48 Bar Dia.
Min. Overlap
to Lintel
Rebar
TRUSS BLOCKING DETAIL
AT GIRDER STRAPPING
A t t a C h m e n t AT CENTER BEARING POI
NTS
1/8" thick light textured stucco installed per
ASTM C 924 over ASTM D tgpe 2 paper backed
I
E IMI
SCHEDULE
wire lath Waned to substrate through one lager of
ASTM D Type 2 Pelt paper using Bid nails. Substrate
CDX Plgwood A field
to be 19/32" nailed at o.c. in
and edges with IOd ring shank nails into studs.
Mark Size and
Descri
ton
Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #II451.12
Two rows of beam
block filled
With concrete and 1 #5 bar
2L 5v crimp metal roofing attached to plgwood deck using #9 x 1.5"
Bl continuous In each
row. Hook
vert. bar over top bar with
go.
woo screws with self sealing washer at 12" o.c. max spacing over ASTM D
#5 90° band bar
with a 10'
min. la at t bar.
p op
(tgpe 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
deck to trusses using attachment detail on this sheet
Additional recast Lin all
#5 bare 1IS
'�•�`r� •.' , j 11 GUAR
i
SP8-OBAT 8P8-11SAT BP8-le/27
OPIL-18/IT OPIL-I13/2T
NOTES:
I. min. coverage of stee1=1.5"
2. min. bearing required a ea. end=B"
3. standard for reinf, steel=ASTM A615
TYPICAL LINTEL SECTION
( PRECAST CONCRETE )
Lintel
Length
Bar
Length
Clear I
Span 113ars
"A"
"B"
Bars
2'-10"
2'-8"
1'-6"
2 s;3
none
3'-6"
3'-4"
2'-2"
2.43
none
4'-0"
3'-10"
2'-8"
2,43
none
'1
4'-4"
3'-2"
2A3
none
51-4"
5'-2"
4'-O"
2,43
none
5'-10"
51-8"
4'-6"
2 #4
none
6'-6"
6'-4"
5'-4"
2,44
none
T-6"
71-0"
6'-2"
2,45
none
8'-4"
7-10"
T-O"
2,#5
none
ALL reinforcing steel is grade 60.
r
LINTEL SCHEDULE
Mark
Window
Unit th
Linteli
Ceet�Cr�m
'He Block
Above
Bottomat"
St�esl
S�
Max.0 g
(PLF)
upk t
n�PL)
LLLattte al
(PLP)
L22
2'-2'
3°-L'
�88-OB/IT
I
#5
30L,
EL,
1044
L31,
�',
4'-0"
8P8-Od/IT
—
I
s5
2661
13i3
1i3
145
4'-5"
S'-10'e-OB/IT
I
#5
n05
101
331
L50
5'-O'
L'-L'
Bf8-08/IT
I
#5
r238
835
111
L60
V-8'
1'-i'
8P8-0B/IT
I
as
Ion
121
534
L80
V-0"
Y-4'
BPS-IB/2T
1
49
2
85
152
511
512
L"10
4°-O'
101
�8-18/2T
1
U
2
s5
643
530
401
Lal
+I°-O'
10'-L'
BF16-IB/2T
ONE
1
#5
2
a6
B33
ne3
401
LIDO
10'-O'
II'-4'
�8-IB/ZT
1
ai
2
$9
982
-"Al
462
WOOD
10'-O°
II'-4'
BPht-IB/2T
ONE
1
85
2
#5
1344
1028
452
L120
IT-0'
131
�8-181
1
#5
2
85
411
428
324
L120B
1y7-�O/�'
13'-4'
SPIT-IB/2T
ONE
1
$5
2
85
1016
T10
324
LI40
W-00
15'-4'
AIL-IB/1
ONE
1
85
2
85
1250
601 1
251
LILO
IL'-O'
111-4'
8108-i15/2T
1
95
2
#5
300
M2
L 1114
LILOB
IL'-O'
IT-4' 1013161
ONE
1
#8
2
$5
950
500 1
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'-0" LONG ARE TO BE PRESTRESSED.
Simpson HEThA 20 or equal
wit (10) IOd or 1 1%2yc nee Isuss
( 24' o.c.) supporting Max.
1810lbs. uplift
Aluminum Drip
Edge il Fascia
12"
2' x V
Kagcan full o vent vinyl soffit installed
wing 1/8' dia shank x 1.5' long galy.
roofing nails with 3/8' 6a. head per
product approval - sea chart sheet #1
12' x 12' concrete column
block filled with concrete
and (2) 81 bars vert, tie
into lintels above
thicken edge to 8"x8'
with concrete and
one #5 bar continuous
BEYOND
Top of Tooter
iL" below finished floor
12
4
1/2"
Aluminum Drip
Fascia Edge t
Flash and Counter "
flash
Nail ledger to
gable end trues
with (2) IOd ils
at each web
on $/e' hi -rib lath
rural and vertical wood
r staples to provide
4' penetration into
min
framine aw nd ic=/ 3/4° psnstratxxi
5/8" thick light textured
stucco on til l concrete
block construction
Varies - see plan
#5 bar vert. w/
30' overlap
at each filled cell
Rear Patio/Slab to
be flush with bottom or
sliding door recess.
to
cc
s_
x
W
s
O W
IN a!
�
W
O LL
d
co
Q
CC^�
�
"O
H
0 00
W
4
Brace Gable and
with 2' x 4" SYP #2
Oft back nailed to bottom
of top chords using (2) IOi
nails at each truss
PRE-ENGINEERED WOOD TRUSSES
O 44"o.c. TYPICAL
( shop drawings by manufacturer )
\R-30 blown fiberglass
in bottom chord of trusses
I/2' drgwall with smooth finish
Two rows of beam block filled with concrete
and (1) #5 bar Cont. in each row. Substitute
precast lintel filled with concrete and (1) #5
or cunt. for bottom row over openings
1/2" drgwall over I" x furring F strips at IL" o.c. with R4.1 -foil
insulation on typical 8" Block walls
All drgwall to be installed per FBC R1o2.3.1
i and shall meet all pertaining ASTM codes.
�o Mortar to be Type "M" onlgg proportioned "per FBC R401.I
and Mortar joints shall comply with FBC LO1.2.1.
Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...)
Fill cell with concrete and
(U #5 bar vert. (typical).
ex. spacing shall not exceed
48" unless otherwise noted
see foundation plan notes for
spacing at openings
4" concrete slab with Pibermesh OR
VA.' #10/10 WWM on 6 mil Visqueen over
/ clean compacted termite treated fill
IIIl=1
at Front Porch
Scale : 1/2" = 1'-0"
Simpson HETA 20
Strap true° to wall
using Simpson MGT wit
hurricane anchor at each
truss
5/8 dia.
into beam
threaded rod with min 12" embec
either wet set or in epoxg with
( 24" o.c.) supporting
1810 lbs. udllft
Max��
HETA 20
/(22) IOd
truss leg
nails into
per detail
truss. Add blocking to
on this sheet
PAM
0
WFAIA Mwlla MAIN
Nes
NJ
mu��
OM
RN 'A
OWN
N
WIN
11
PA
I FA'
I
WAS MA
0
NAVE FAI EVANAN q6MAIN
w ya, crimp metal roohn attached to plilli
1rT crows astir iii fieAh7ci a-ker at 12" io-e-
-
11100 iliiiiiWA
I AV
11
saced V o.c. at all late and two staqger;1
to truaq*s__uKTci a tacIriteirt det,
AA
I
PAN WA JAMM FIAM
I LPAFA
a
am III&
SETA 20-7>
Simpson HETA 20 Provide for glitter
Provide dwnapout hurricane anchor at each truss
( 2-401 o.c.) supporting Max.
1810 lbs. uplift
CHETA 20.�>
0
n
Q
lu
U
C4
Ill
O
I
r
CODE COMPLIANCE
\ ST" LUCK COUNTY
BOCC
Provide downspout
1-2-19
Opt. PATIO/SLAB
-- - - - - - - - -PANEL
"A"
Pd"
BR
Load
Wre
Descr,pten
Liras
cries
Description
Wire
Lmd
BR
Poise
1
20 1
1.2 ka
$12
Rarrgratr
I
Rwaw
Bi
12.0 ks
50
2
I
20
1.2 b
sl2
Cloth" We"
3
I
20
L6 km
812
Kitchen S.A.C.
5
L
Oneer
810
5.0 ks
30
2
1
20
1.5 kw
812
Kitchen S.A.C.
I
8
1
20
-
$12
Bathroom Receipts
9
10
Air C
810
5.0 ke
30
2
1
20
1.2 kw
812
Drahms.lwr
II
12
1
20
1.2 ke
812
Microwave
13
14
Ar Hand
810
5.0 ks
30
2
I
15
-
s14
General Lighting
15
IL
1
15
-
$14
General Lighting
m
IS
WH
810
9.0 km
25
2
1
15
-
814
Grieial Lighting
19
20
1
15
$14
General Lighting
21
22
1 GDO
$12
0.81 Kill
20
1
1
15
814
1 General Lighting
23
24
Sere
Spare
25
26
Sere
Spam
TI
28
Sere
Spay
29
30
SW,
PANEL 'A' LOAD CALCULATION SHEET
Load Description
Qt . I
Watts
Total(Watts)
General Lighting i3, watts..sq:. Pt,) .........................
.............
lunge.... ......... ......... ..................
RePrigeretor..................................................
Microwave
.................................................................
,Dish,Washer...................................................
0!?thts6. w.aeh4r...............................................
Clothes. Dryer ................................................
,Water. Heater ,,,,,,,,,,,,,,
Garage, Door,Opener
1136
3
6 206
2
1.500
3,0001
1
12.000
12.000
1
1200
4200
1
1500
I 00
1
1,200
1.200
1
1.200
1,200
I
5 000
5.000
1
4500
4500
I
810
810 _
Total Watts
36.LI6
First 10000 Watts e100%
1
10.000
10.000
Remainder 25AI6 940%
1
O
10.244
Electric Heat or A/C 10.000 pL5%
1
10.000
10,000
Calculated Load
Watts
30 4L
Voltage
240
Calculated Wattage Divided bg Voltage = Total Amps 126.02
Panel Size Required = 150 Amps]
Electrical Symbol Legend
$
Single Pole Batch
®
Recessed Can Light
S,
Double Palo Batch
Ellowill Recessed
P15
Push Button Switch
.Cr
Exhaust Fan
Dupiox Outlet
¢
Calling Mounted Light
Special Receptacle
Wall Mounted Light
ZE
aterpr ground fault arcwt
Light nth Pull Chain (attic)
®
Pkxir Duplex Outlet
Cwoetur Connection Jack
®
Carbon Monaoade Detecto
4&
Flood Light
T
Thermostat
m
Electrical Panel
®
Central Vac
8
Electrical Meter
®
Smoke Detector
%e
Ceiling fan
®
Television Jack
Telephone Jack
6
ac Disc
A/C Disconnect
®
I x 4 Floesaneit LightCM
2 x 4 Is Light
®
Speaker Hook -Up
= JUNCTION BOX TO SUPPORT A PAN
O as THERMOSTAT LOCATION
B/A = BALANCED AIR
Vent thru
Soffit --
MECHANICAL LAYOUT
SCALE: 1/4" = 1'-0"
I-L-1'I
FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW
A/C disc. A/C disc.
#2/0 AL SER Cable
(3) #1 THHN Copper
With #1 Grnd
2' PVC Schedule
2' PVC Schedule
40 conduit
40 conduit sleeve ISO
A P
MCB
into attic MCB
PANEL
9AHU
AN
PANEL
200a rated
meter can n
200a rated
meter can
Intersystem bonding Intersystem banding
2" PVC ( FPL Tarimnation pant 2" PVC ( FPL Termination pant
schedule 80 schedule 80
2' rigid service FPL 2' rigid service FPL
GEC ®par )Bi11' 81pa�alrvawad GEC to F2)84' eOkpe� Wire
to e o- alvanaed
ground rods ground rods
ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER
- Contractor shall use AL-CU Landing lugs. NT8 - Contractor shall use AL-CU Landing lugs. NTS
Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W.
manufacturers recommendations which manufacturers recommendations which
shall be verified prior to construction shall be verified prior to construction
- Verify AIC/KIC Rating prior to ordering equipment - Verify AIC/KIC Rating prior to ordering equipment
ELECTRIC NOTES:
I. Use copper wire only from panel to devices
2. Provide and wire all required smoke t Carbon
Monoxide detectors.
3. Contractor to verity location of electrical
service and provider.
4. ALL bath and kitchen receptacles to be GFCI protected.
5. ALL exterior outlets to be WP/GFCI protected.
L. Recessed cans to be installed per NFPA requirements.
1. Tamper reactant AFCI receptacles are required in
ALL rooms.
8. A/C Return Air Balance Must compl w/ FBC RMI402
9. A(C Refrig�e�r�t lines that are run thru slabs must be
a eeve in
10. ALL A/C Equipment shall complg with energg calculation
II. All work shall be performed bg a licensed electrical
contractor, the completed stem shall be fullg operative.
12. Contractor shall pag for alleea permits, teats" ,and
inspections including blower testing where required.
13. All work shall be coordinated with other trades to avoid
interference with the progress of construction.
14. All required insurance shall be provided for protection
against the public liability and propertg damage for the
124 CPM
IO)dOxL
MASTER'
BEDROOM
124 CFM
IO)dOxt
9 FM
_OSET
I 0M-II m
IL CFM
8x4x4
111 CFM
12xLx1
SECOND
BEDROOM
12x12x9
THIRD
BEDROOM
100 CFM
101464
150 Amp
Panel
GOLF CARTi
I GARAGE I
I I
I I
I I
I 1
I I
I I
I I
I I
I I
IB2/AO
a-1
141 CPM
IOxiOx1
15.
Contractor shall guarantee all materials and workmanship
20. All equipment and panel sizes shall be
verified before
free or defects for a period of not less than two gears from
ordering. The contractor shell provide
circuit routings to
the date of acceptance or certificate of occupancy, or one
suit the job conditions.
gear from closing sale of house.
Correction of defects shall be completed without additional
21. Furnish and install all fixtures as called
for on the plans
charge and shall include replacements or repair or ang
or as selected by others.
other phase of installation that mag have been damaged.
It.
It is not the intent of these plans to show every minor detail
22• All racewags and pipes placed in or through ang concrete
slab shall be spaced a minimum of three diameters of the
of construction. The contractor shall furnish and install
all items for a complete electrical system and provide all
largest conduit or pipe from any other
service.
the requirements neceaaary for the equipment to be placed in
working order.
23. All exposed wire below 9'-1' shall be
xp
installed in metal EMT
11.
proper
All work shall be done in accordance with the N.E.C. and
conduit.
shall complg with all local codes and ordinances, and shall
24. Dryer Vents to be installed per
`)
'
meet all standard requirements of the local electric utilitg
FITC RMI502
and telephone company.
18.
The electrical system shall be completelg and effective[g
I
B
grounded as required by the latest edition of the N.E.C.
19.
All material *hall be new and shall bear underwriters'
labels where applicable.
.
12'
Ina
PORCH
141 CPM
IOxlOx1
� I
REATI ROOM
I
I
I
1
I
I
141 CPM
IOx1Ox1
I
I DINING
ROOM
PAN
- - - - - - --
-
---- - cm
a I DW
I
I
124 CFM I
IO)doxL
KITCHEN I
NON VENTS
nRptp L
4"10 Steel Ballard
See detail on this sheet
r -wth Attic Access
_`-
GARAGE
r----------------- 1
I I
1 I
I I
I I
I I
I I
I I
I
I I
=n t
Braden AIA. PA
Architects - Planners
411
S.E. Coconut Avenue
Tel :
(112) 281-8258
Fax :
(112) 281-8283
E-mail:
bradenaia®comcast.net
3 TON
SEE MANUAL
'J' and Energy
Calculation
for Unit into
Install oulet
under disc, -
not shown for
clarity
1
MASTER
BEDROOM
CLOSE
PORCH `
WP GFCI `
o �
DRYER A
LAUNDRY
r
SECOND /
BEDROOM, 1
/ 1
1
or- -' 1
/
/ 1
AiC
0
GREAT
ROOM
DINING
ROOM
I �
I
i
C.M. Detector I I `
R3g4p3r FBC I
l tT�HEq I
C�i4 !.� r�o�NR°iai Lin / d
lit I // SWNNC, J
- 4_ - GFCI GFCI
/ FCI
THIRD4"* Steel Ballard
BE D R O O M- - - -5 See detail an this sheet
r F W --,
/ I ° S- -A xAa�
�� T J
� t -
LOCATION PANEL
FCI 1 GFCI \` GARAGE
%"
150 Amp � 1 \\
Panel GFCI JJ� i `♦ ` GFci
r-------- ®_ r`----- is--------i
Garage / I Garage
Door I ) i Door
Opener I / I Opener
GOLF CART;
GARAGE 1 I
I GFCI to ga{'age lights I I
i
ELECTRICAL FLAN --,
Pant Light with o
SCALE: 1/4" = 1'-0" Photo can
Center Post Light °
Attic Ventina Calculations _77b0
Total Attic Space = 2101 sq. Pt. 3
09.1
Venting Ratio 1/150 = 18.00 sq. ft. required
Provide A Continuous Vented Sofflt
one Buddd nc1 Corp.
THE WINDS(
S anish Lakes
S . Lucie County Florida
'I 9rn-1 ONEIITis
between almyeways
Date Drawn Revisions
REAR 3-28-18 5-23-18 Garage floor slope and
Drawn by: smoke detector revision
PORCH c.c.u.
RIGHT Checked by:
D.R.B.
[[lire For
Front Post
Light
Sheet
F
OF 5
Comm
l�-I�qs
Impact