HomeMy WebLinkAboutbuilding planUnion Corrugating Co. 26 ga. 5V crimp metal roofing
FL#: 1211.4 Attach roofing to deck using #9 x 1.5"
wood screws with washer Per Approval over 30 lb felt
underlayment Installed with min. 4' side laps
and 6" end laps fastened with corrosion resistant tin
cape with I I/4" rmg shank nails spaced 6" o.c.
at all laps and two eta sired rows 12" o.c. in field.
Roof deck to be 19/32 COX plywood nailed to
trusses with 8d x 2.5" long ring shank nails per sheeting
attachment detail on roof plan
Max allowable uplift = 85.8 par
Union Corrugating Co. 26 ga. 5V crimp metal roofing
FL#: 1211,4 Attach deck #9
TERMITE TREATMENT REQUIRED
roofing to using x 1.5"
THESE PLANS AND ALL PROPOSED WORK
wood screws with washer Per Approval over 30 Ib felt
underlayment Installed with min. 4' side laps
6" laps fastened
ARE SUBJECT TO ANY CORRECTIONS
CCNCEALEp FASTENERS OR ATTACHMI
and and with corrosion resistant tin
REQUIRED BY FIELD INSPECTORS THAT
caps with 1 1/4" ring shank nails spaced 6" o_c
at all laps and two staggered rows 12" o.c. in field.
Roof
MAY BE NECESSARY: IN.ORDERTO ;
AIETHE RESOLIVOFTHE
PONS
COX plywood nailed to
deck to be 19/a2.5"
COMPLYWITHALLi4PPLICABLECODES."
�RF MM
l
trusses with 8d x 2.5long ring shank Wade per sheeting
attachment detail on roof plan
Max allowable uplift = 85.8 per
3/8" thick light textured
Itucco on typical concrete
12
block construction
SLOPE 4
u
COVERED
PORCH
5/8" thick x 8"w cut Flrnsh Columns with
coral finished stucco bands
R5/8"thickGutcoral
RIGHT ELE\/ATiON
finished stucco bands
Union Corrugating Co. 26 ga. 5V crimp metal roofing
"i 1211.4g Attach roofing to deck using #9 x 1.5"
wood screws with washer Per Approval over 30 lb Felt
underlayment installed with min. 4" side laps
and 6" end laps fastened with corrosion resistant tin
caps with 1 1/4" ring shank nails spaced 6" oi
at all laps and two stagggered rows 12' o.c. in field.
Roof deck to be 19/32 CDX plywood nailed to
trusses with 8d x 2,5" long ring shank nails per sheeting
attachment detail on roof plan
Max allowable uplift = 85.8 psf
V IVV1� VVIIOI•I YV VIVII
Product Approval Submittal Affidavit
opening Schedule Swing Doors, Overhead Doors, Sliding
Windows & Skylights
Opening
Type
NOA/F'L
NUMBER
Product
Model #
Manufacturer
Glass
Attachment method
cation
Do
Design Pressure
of Approved Teets
1,2,3
t4
FL# 11499.2
Single Hung
Series 185
MI Windows
and doors
3/IL" die. Topton w/ min. 1 1/4' penetration at L" max.
from each corner and 14° o.e. thereafter thin PT Buck
into solid filled CMU mail
+41.2/-50.0 psf
A
I6-0330.02
Overhead
Gara a Door
Model 824
i' o"mmax height
DAB
install track to buck per product approval and per
Attach manufactBuck Loco li wiino 3/8• x L• anchor bolts at 19" o.c.
10-9-21
+50.0/-60.0 psf
B
FL# 15221,1
Fiberglass
Smooth Wood Grain
series o fiberglass
plaspro/Nanga
Plastics Corp.
Elco 1/4" die. tapcon with inn 1.25' embedment at L" max
from corners and 11' oc. thereafter in ambs.
Pressure based on SCHLAGE hardware,
± 45.0 PSF
C
FL# 15332.2
Sliding Glass
Door
Series 420
Mi Windows
and doors
3/I4" de. Tapcons w/ min. 1 1/4" penetration at 6" max
from each corner and A' o.c. thereafter thru PT Buck
+ 40.0 PSF
_
Product
NOA/FL
NUMBER
Model #
Manufacturer
Attachment Method
TT
EExspit"ation
Date
Design Pressure
of Approved Tests
Mullions
FL# 15353.2
5144
vertical mullion
Mi Windows
and doors
For CMU use t4) 3�16" ia. tapcons with min 1 1/4"
penetration wit anc ore ocata per product approval drawings.
MFG r0 PROVIDE REBAR IN MULL
± 44.2 PSF
Roof
FL# 1211.4
5Y Crimp
Metal Roofing
INSTALLATION
METHOD: A -IS
Union Corrugating Co
Union Corrugating Cc 24 ga. 5v crimp metal roofing attached to deck using
#9 x IS" wood screws with washer per approval over Titanium UDL 25plus
underiapllent installed with min. 4" aide laps and L and laps fastened with
corrosim rewtant tin caps and, with 1.25 ring shank nails spaced L" o.c, at all
laps and two staggered rows 12 o.e, in field. Attached deck per sheeting
attachoent detal on roof plan
FIELD:
-85.8 PSF
Edge and Perimeter:
-113.1 PSF
Siding
stucco on Block
Soffit
15-1021.02
Model T4 12" vented
Vin I Soffit
Kaycan
Installed using ang approved anchor* as shown in product approval.
Contractor to strictly adhere to the product approval for the use
4-20-21
+55.0/-35.0 PSF
Hurricane
Panels
Flu 15016.2
24 Gauge
Storm Panels
Global (,protection
Product# LLC
Installed using ang approved anchors as shown in product approval.
Contractor to strictly adhere to the product approval for the use
+55.5/-12.0 PSF
I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record )
ELEVATION NOTES:
Overhangs at 1'-0" unless otherwise noted on Roof Plan
Roof pitch at 4:12 unless otherwise noted
,Any changes to this plan shall be submitted to the architect
for approval in writing prior to starting construction.
Return ALL Stucco Bands into Window or Door.
12
4 1 SLOPE_
5/8" thick light textured
stucco on typical concrete
block construction
REAR ELEVATION
Union Corrugating Co. 26 ga. 5V crimp metal roofing
11 1211.4 Attach roofing to deck using #9 x 1.5"
wood screws with washer Per Approval over 30 lb felt
underlayment installed with min. 4' side laps
and 6" and laps fastened with corrosion resistant tin
cape with 1 1/4" ring shank nails spaced 6" o.c,
at all laps and two stagggered rows 12" oc. in field.
Roof deck to be 19/32 CDX plywood nailed to
trusses with Bid x 2.5" long ring shank nails per sheeting
attachment detail on roof plan
Max allowable uplift = 85.8 per
III III II�II ��I
III ICI IN IIMI
IM-I 'ICI III III
I�III�II[OII�I
X 8"W cut
d stucco bands FRONT ELEVATION
2" x 4" top plate II 1/2" drywall ceiling on truss bottom cord
1/2" drywall on
2" x 4" studs at 14" O.G.
base -board ----\ 11 11 i 2" x 4" P.T. bottom plate
\ 4" concrete slab with fibermesh OR
6"x6" #10/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
nterlor Non-Bearinq Partition
nts
Braden t Braden AIA, FA UJynne Building Corp.
Architects -Planners 1 I F T C A R L T O N 3 B E D
41l S.E. Coconut Avenue
Tel : (772) 281-8258 1.5 CAR GARAGE
Fax : (112) 287-8283 Spanish Lakes
E-mail: bradenniag comcast. net St. Lucie Countg Florida
Stuart. FL 3499G ##AAC000032
12
SLOPE 14
ALL MANUFACTURES LABLES SHOWING
U FACTORS AND SHGC COMPUANCE
WITH FBC ENERGY CODE MUST
REMAIN ON ALL DOORS AND WINDOWS
UNTIL INSPECTIONS ARE APPROVED
2"
5/8" thick x 8% cut
coral finished stucco bands
SCALE: 1/4" - 1'-0'
1'10 a .-0(77
ST. iIT roLNTV p1jUpING DIVISION
REViFN LO FOR �'LL0;CE
Hr,VTLt 'f(J� Y $)Iyi11t)i1�1L L Yl
DATE ! 2
PLAINS AAD PERMIT MUST BE KEPT ON JOB
OR NO LNSPECTION WILL BE MADE.
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" COX Plywood nailed at 6" o.c.
in field and edges with IOd ring shank galvanized
nails into truss webbing.
'_n" -
SCALE: 1/4" - h_O"
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:IF�_p" Roof Pitch: 4.12
internal Pressure went: ±o,le
Subjectabilitg to damage from: Weathering: Negligible Termites: Veru Heavu
Width of Roof End Zone: 3'-4" Wind Speed: 165 mph ultimate
Wind Exposure Clafor for
ation:Expo C ® 1.21 x 0.6 = 0.124 A D dear n
Adjustment factor for Exposure Height: gg
Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.6WL; 0.6DL+0.61�L
Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 pot
Roof Zone: 2. +20.6/-51.0 per
Roof Zone: 3. +20.6/-84.0 psP
Components t Cladding Wall End Zone Width:
Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38,1 par
Wall Zone: 5, +35.8/-41.8 pot
Components t Cladding Wind Pressure (NET) on Garage Door. +32.0/-40.3psf
Shear Walls Considered for Structure? Iva
Continuous Load Path Provided yYe�sb
Are Components an Cladding Deter Provided? Yea
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: 31 pot ROOF DEAD LOAD: 10 Pat
FLOOR LIVE LOAD: -:t5- oaf FLOOR DEAD LOAD 10 psf
To ffi PITdfi
0 - Roof Zone I
Walls Zone 4
®= Roof Zone 2
Walls Zone 5
END ZONE
= Corner Zones
Roof Zone 3
JOB 4\,vwe<- Oq\<
Model: Date Drawn Revisions : Sheet Comm 4
4-25-14 10-18-14 Product
REAR Drawn b . Approval Revision
PORCH
RIGHT Checked by:
ID. R.B. OF 5 ,
Recess top plate Ow x 3/8"d
FLOOR FLAN * �4 for steel support angle \
CRASH POST DETAIL a®® detail an this sheet
TYPiC AL NOTES: SCALE 1/4" = 1`0" N.T.S.
36" high by 4" diameter
I. Contractor to verify ALL notes and dimensions prior to steel crash post. Floor Steel countertop support angle
proceeding With Work. Flange with 9 - 3/8" Install V from each and and _
expansion bolts Into one in center of counter.
2. Contractor to STRICTLY enforce ALL OSHA Requirements. elab nsion b l;s kai steel plate) see angle detail
3. ALL Lumber to be used as Beam, Rafters, etc... to have
a minimum 1,400 P.S.I. fiber stress. vz" drywall - -----
4. No dissimilar metals to touch.
5. ALL Concrete used for slabs shall be min. 2,500 P51 concrete.
C t sad for vertical filled cells, coat. tle beams etc.. to °
� vun car wp - vm,18 •yro
with contractor
Base cabinet
2" x 8" wood studs
at 14' o.c.
2" x 8" PT wood plate
ALL Or e u
shall be 3,000 P.S.i. concrete and/or 4,000 P.S.I. grout mix $13/81, o KITCHEN ISLAND FRAMING DETAIL
6. Drywall at ceilings shall be leveled and attached to bottom chord 2ys" u Attach buck to block wall with
Of trusses With screws per FBC R�102.3.5. o O- 1/4" dine etr conc screws with min.
-1. ALL wood In contact with concrete shall be pressure treated. I I/4" penetration et 12" o.c. max
8. ALL wall dimensions are nominal and not finished wail 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 :2 ",
handicap accessibility requirements.
12. Lowest finished floor to be set by Governing Building Department
surveyor to set in field.
13. Separation between residence and garage shall be per FBC R302.6
14, Door between garage and residence shall be 1-3/4"t 20 min. rated door
EH. =Water Heater
18. Wall and Ceiling shall have a flame -spread classification of not greater than 200 er 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
f d edition
and 4" max from each corner thru
Exterior face 2" x 6" PT Buck
of wall
arias
#8 Wood screws thru jamb into buck
at each hinge and 15" o.c. max and
Detall at Door prior 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/IL" tap -con with
1 1/2" penetration at 6" o.c. max.
from a ch corner and 20,* c. max
theree�ter at jambe and 20 o.c. max.
Exterior Pace at head and sill per product approval
of wall -\ / \ Buck to be I" x 4" PT
With F.B.C. R31L - see permit Info box o co a "x4" P.T. Buck nailed to
18. G psum board material shall conform to ASTM C3L, C19, C4-15, C514, C630, C931 Mack with case hardened Walla
C460, C1002, C1041,C11-I1, CII18, C1218. C1395, or C1396 and shall be installed Detall at WIndOWS prior to window attachment
according to the following: (FBC R102.3.5) Masonry Beam NTS
b x L" P.T. Buck nailed to /
Drywall Framing Max. spacing Nail sizing options for block with case hardened nails
L t Orientation Member if of d Il into prior to door attachment
Thickness
oca ion
Spacing
Maximum
of fasteners
Inet# ation rggwa
wood framing ma V,
211 X min. thickness
Nails
Screws
Ceiling
Perpendicular
24"
1"
12"
13ga 1 3/BOIRong with 19/64' head
O.Oelw3" diameter x 1 1/4" Ions
annular -ringed or 5d cooler nail
�2 11
0.080" din. x 15/8" long with
15/L4" head
OR
Wells
Either
Direction
16"
g"
1L"
Goard nail 0.086" dia.
x 1 ypsum bg/8 with 9/32" head.
Ceiling
Perpendicular
24"
1"
12"
13ga 15/s Oloong with 19/44' heed
0.098" diameter x 1 3/8' long
annular -ringed or 6d cooler nail
e OR
0.092" die. x 1 7/8" long with
I/4 head
OR
Walls
Either
IL
8
IL"
K'�p1/86ow1 h 19rd i/ 4' head. 0.0915* dia.
19, ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6,
A108.1, A118.1, A118.3, A13L.1 and A131.1
20. Cement, fiber -cement or glass mat gyypsum backers in accordance with ASTM
C1288,
l28 ed als bat OR for 118 the and
I t lealndtub I.Aareasa and manufacturers
panels in showelronareas.11
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 aflame spread index not to exceed 28 With an accompanyingg smoke
developed index not to exceed 450 where tested in accordance with ASTM E 84.
Insulation shall comply with F.B.C. R316.
Union Corrugating Co. 26 ga. 5V crimp metal roofng
FLU: 1211.4 Attach roofing to deck using #9 x I.
wood screws with washer Per Approval over 30 lb felt
underlagment installed with min. 4" side laps
and 6" end laps fastened with corrosion resistant tin
cape with 1 1/4" ring shank nails spaced 6" o.c.
at,
laps and two etatired rows 12" o.c. in field.
Roof deck to be 19/35 COX plywood nailed to
trusses with ad x 2.5" long ring shank nails per sheeting
attachment detail on roof plan
Max allowable uplift - 85.8 psf
Simpson HETA 20 or equal
with !I�°) �Od x lal%2�nalss® 12 PRE-ENGINEERED TRUSSES
( 24" o.c.) supp Max. 4 �- at 24"o.c. TYPICAL
181oms. uplift, (shop drawings by manufacturer)
R-30 blown fiberglass
yin bottom chord of trusses
-1/2" drywall with amooth finish
Two rows of beam block filled sith concrete
.and (1) #5 bar Cont. in each now. Substitute
pretest lintel filled with concrete and (1) #5
bar cant. for bottom row over openings
1/2" drygwall over 1" x furring
stripps at IL" o.c. with R4.1 I-foll
-Insulation on typical 8" Block walla
All drywall to be installed per FBC R102.3.1
and shall meet all pertaining ASTM codes,
ndLtebetspsMoLj proportioned
thad6FBC R401.1
aMortarto
cmpwiFBC R01
Provide Dur-O-Rock at all wet areas (ex. showers, tube etc...)
Fill cell with concrete and
(p #5 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
4"x6" 1;10/10 WWM on 6 mil Visqueen over
/ clean compacted termite treated fill
Aluminum Drip -
Edge t Fascia
2" x 6" Sub-F
Kaycan full o vent vmpl soffit installed
uan, i/8 dia shank x I5" long galy.
roofing nails with 3/8" die, head per
product approval - see chart sheet #1
5/8" thick light textured
stucco on typical concrete
block construction
#5 bar vent, w/
30" overlap ---•-__---
at each filled cell
Wood
Base
Grade
1%H=
�'-
1 =IIII=III _IIII IIII- " 14 x� 14' Concrete footing
I,
14" with A2) #5 bars cont. and #5
TYFiCAL SECTION train®verve Gera at 48" o.c.
Scale : 1/2" = I'-O"
Install SGD thru buck into
block with 3/I6" tap -con with
1 1/2" penetration at L" o.c. max.
from eac /h corner and 20." o.c, max
thereafter at head per product approval
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 L" P.T. Buck nailed to
block with case hardened nails
Head prior to door attachment
fixed door
sliding door
N Masonry wall---=^ti,,;'+?,
� .l I I/2" .. ...
Bottom Track Typical Flooring
Bill Install SGD thru buck into
block with 3/16" tap -con with
S 11 d i n g D o o r ID e t a l l I penetration at 6" max
fromom each corner and 20.." o.c. max
thereafter at Jamba per product approval) a m b
At Masonry Wall NTS
Window Schedule
Mark
Size
Rough open,
Window Descrl tlon
PRESSURE ZONE
I.
4'-5%"x 4'-i%"
54'/a"x 64%"
Single Hung
ZONE 4
2.
6'-2 Yd'x 5'-3 %°
15' x 63 %,"
Single Hung
ZONE 4
2'-2" x 3'-2%2"
21Y2"x 39%'
Single Hung
ZONE 4
x 5'-3%s°
38" x 63'/4"
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
ALL windows in bathrooms to be tempered
All rough opening dimensions to be verified by contractor
with manufacturer s specs prior to construction
On sheet I
Door Schedule
Mark I
Size
Rough Opening
Door Description
PRESSURE ZONE
A
9'-0" X T-O"
108" x 84'
Overhead Geroge Door
ZONE 4
9
3'-0" X V-8"
41' /:' x 85%.
Fiberglass. Panel - Inswing
ZONE 4
C
6'-0" X V-8"
14" x 81 'h" rerf0° s°tt°"
Sliding Glass Door
ZONE 4
D
2'-O' X C-8"
Solid Core - Wood
- L-Panel -Bi-Fold
Finished 24' x 81 %,"
E
2'-6' X C-8"
Solid Core - Wood
- 6-Panel
F
5'-0" X 6'-8"
Solid Core - Wood
- L-Panel - Si -Fold
G
2'-B" x 6'-8" x 1 %'
Solid Core Wood. Steel, or Masorirte Door
H
X-8" X V-8"
Solid Core - Wood
- 6-Panel
J
T-0 X L'-8"
Solid Core - Wood
- L-Panel - Bi-Fold
ALL Exterior doors to withstand pressures stated
box on sheet #1
GARAGE DOOR SPECIFIED iN PRODUCT APPROVAL FORM
WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX
All rough opening dimensions to be verified by contractor
with manufacturers specs prior to construction
in permit info
AND SHALL
ON SHEET #1
12"
Verify attachment
hole location with GC
prior to fabrication
3/8"
steel
L"
COUNTER TOP BRACKET DETAIL
H.B.
T-7 Y2" ,'-, Y2"
2
o n n I I I Io
0
e
o
°
e
e
CV
EGRESS
13'-ll"
O O
O
Filled cell under f= O
R C I i
°
-
girder above I� 1- I
WIRE LATH t STUCCO
O
CEILING
a-
O
N
MASTER
BEDROOM
CO
8'-D" A.F.F.
e
DEL 0
0
°
Flat Ceiling
I
I
I
°
❑
m
i
e
Vanity to be O
I
O
34 Y2"high
Rod t Shelf
Vaulted Ceding
_ _
Ln
i L
GREAT 1 ROOM
° LOSE 71-
I
M
H -
Rod t Shelf
N
FTC
n av row "
-
grin
m37
3' 4" _ 32" DRYER ABHER
5'-3"
7-in
Lin
I
9' 5" o LAUNDRY
a
I
°
I
iv
8'-O" to
V.
Vaulted C
ding
Vanity to
34 Y2"high
�Lxi
7P-r4
be
II
IDINING
T
IROOM
counter tops to 3/8"thick steeloverhang wall 1.5""
90„I counter top supp
leq• eq• coun
its
er to s to
-
\ over
ana wall 1.5"
Ln
I
i�
SECOND
o BEDROOM
8'-o" A.F.F.
Flat Ceiling F
12' - 8"
®❑ THiRD
BEDROOM
8'-O" A.P.F. iri
Flat Ceding
12'-8"
\R-a Batts Instlatlon tProvide auto
closer
150 Amp
Panel
r-----------------`
I I /
i I I
p I I
GOLF CART
GARAGE
13 O i
T
CAB
+41" high wall
O ° i DW
I I
I
"
KITCHEN
I
I
to 9'-8" A.F.F.=
Vaultd Ceiling m O
I
Upper enbineta to
e� -
extend over Ref.
MICRO AV
"
REP. ND_ NTT
38' CLEAR O
OPENING L
Provide auto
R-II Batts Imistwn O
W.H.
O
closer
4"o Steel Ballard
See detail on this
sheet
d �\tt LU
- r - --1
=
I 22" x 54"
Access
1
Q
I Attic
with light
8'-O" A.F.F.
Flat Ceiling
GARAGE
14
0
Block wall in
°
e MT °
--garage to be -
2'_6"
struck block �
13,-0„
O
EMERGENCY
EGRESS
I
I
r
I
I
I
I
I
I
I
I
I
I
�
I
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rh
H.B.
O
Square Footage Breakdown
Total A/C Space = 1,153 sq. ft.
Covered Porch Total = 2"12 sq. ft.
Garage = 459 sq, ft.
Under Roof Total = 2,484 sq. ft.
Braden t Braden AIA, PA
Or p
W nne BuildingC.
MODE_L:
Date Drawn
Revisions
Sheet
Comm 4
Architects - Planners
-f1FT CARLTON 3 BED
REAR
4-25-16
Drawn b
g2Tel
10-18-1B Product
Approval Revision
411 S.E. Coconut Avenue
: (172) 287-8258
1 � CAR GARAGE
PORCH
c.c.u.
-
19-159
Fax (112) 281-8283
Spanish Lakes
RiGHT
Checked bg:
E-mail: bradenaia comcast.net
St. Lucre County Florida
D.R.S.
OF 5
Stuart FL 3499G #AAC000032
STFUCTUFAL MOTES:
I.
ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,600 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 2.300 PSI AT 28 DAYS
10.
DESIGN LOADS ARE AS FOLLOWS:
ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI
BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS
ROOF (DL+LL) = 41 PSF
WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I
EXPOSURE ="C"
3.
POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WiTHIN 24 HOURS. NO
SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION.
11.
ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, t
4
GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10
A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 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 WIDE MESH.
FOR OPENINGS FEATURESOMITTED PLANS,
SEE ARCH TEC URA LS OR MECHAN CA P ANSWHERE APP$ CABLE
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
13.
MACHINE COMPACTED TO A MINIMUM OF 2500 PSi IN AREA OF
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
15.
USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 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
11•
ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE
FO ,
I
,
D A t
1 O
*
F
L ,4
*
I
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 1 45 bar vent. at .48"
O.C. max. Provide (1) filled cell on each side of Openings upp to 51-ll" Wide.
Provide (2) filled cells on each side of openings from 6'-O" to 91-II"
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 11o.c. unless otherwise noted (see section)
6. Contractor to provide for Form Hoard 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 b0, meeting ASTM A-16 and
A-35 specifications. ALL Anchors to be A-30-7 steel.
1. Provide a minimum of 3" concrete protection at footings and
1-1/211 concrete protection at beams for ALL reinforcing bars.
#5 bar vert. w/
30" overlap —
at each filled cell
L
4" concrete slab with fibermesh OR
6 x6 #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
Grade
6 E — — —
I= 14"w x 14"d concrete monolithic
footing with (2) #5 bars cont.
14"
TYPICAL FOOTING DETAIL
SCALE 1/2" = I'-O" — —
4" concrete slab with fibermesh OR
611x6" #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
l #5 bar cont
!112
" (2) #5 bars coat. bottom steel
"
DETAIL AT 6" GARAGE STEPDOWN
SCALE 1/211 = 1'-0"
12" x 12" concrete column
block filled with concrete '
and (2) #1 bars vart. tied
into lintels above
Top of Tooter
16" below finished floor
1," "t
Verify house slab
height in field
30"
COLUMN FOOTING DETAIL
Thicken edge to 8"x8"
with concrete and
one #5 bar continuous
GRADE
ro
SCALE: 114" = 1'-0"
FOOTING
SCHEDULE
Mark
Size
Description
F1
14"W
x 14"D
MONOLITHIC FOOTING
WITH 2 #5 BARS CONTINUOUS
F
1211W
X 141110
MONOLITHIC FOOTING
- 6" STEP DETAIL ON THiS SHEET
F�
30"
x 30" x 16"D
COLUMN FOOTING WITH (4) #5 BARS EACH WAY
F
8"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 ® 0'-0"
6
12"W
x 18"D
MONOLITHIC FOOTING
- 6" STEP DETAIL ON THIS SHEET
4" concrete slab with fibermesh OR
CXC 410/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
PORCH SLAB EDGE DETAIL
45 bar vart. w/
30" overlap
at each filled cell
Adjust curb height
based on gar. floor
slope.
#5 bar in curb \
Grade
SCALE 1/2" = 1'-0"
SEE TYPICAL
JSECTIONS
4" concrete slab with fibermesh OR
VxV #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
_()„arP sgi-\
i
�I III—
I— III —III 14% x 14"d concrete monolithic
S footing with (2) #5 bars cont.
14"
GARAGE CURB DETAIL
SCALE 1/2" = 1'-0"
4" concrete slab with fibermesh OR
Vxb" #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
bar cant.
zn
10" (2) #5 bars cant. bottom steel
12"
o DETAIL AT 9" GARAGE 87EPDOWN
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 15 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 6" anchor bolt at 18" o.c.
overhead door track secured to wood
jamb per manufacturer's product approval
Gdracle Door Jamb Detail
GARAGE DOOR TO WITHSTAND PRESSURES STATED �,-s
iN PERMIT INFO BOX ON SHEET #I. 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 45 From Footing To Tie Beam
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
+l
Double Filled Cell Column Single Filled Cell Column
NTS NTS
g
H.B.
A/C
on eith
house f
service
O
i
a-
15'-3"
12" x 12" concrete column block filled
35'-O" 1 with concrete and (2) #7 bars Vert. tied
I Into lintels above
8'-10 2, .12" 8'-10 y2" I
Oi Filled cell under
girder above
Rear Porch Slab to O -
be poured separately J ul I
from House Slab. O O
1 0 I � I
—°--- —
Rear Patio/Slab to FI I
be flush with bottom of
eliding door recess.
Slope I"
I'
1
14
1
4
FI 1
«
1
I' 1
4
I'
I
I
I
I
4" concrete slab With fibermesh OR I I
6"x6" #10/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill I
I
DORYER A8H5R I I
I
II
li
«
I
I«
li
o «
I
IF
�J
° I
I I
°I I
°
I I -11 DW
I I
FI 4" concrete slab with fibermesh OR 1
6"x6" #10/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill I
o I MICROWAVE
RED NON -VENT
Sa' CLEAR O i �I
I orGNINc Q I
a 0
—W-H-
I 4" 4 Steel Ballard
See detail on this sheet
I
I 1> I I I
I 1= I I I
I �Q_�
I I 10 W 1
I FI I I � F5 I
L—
N
En
I ua P51 ° I I
o 14 Step
N CL
o I I �-
- I F5 z r I F5
to «_
°I I
--�
O � °
° ° O 1.5" Recess for _ — — ° 1.5" Recess for
arage Door ;n arage oor
IT:
2'-811
r-- — —— -----, °
I FI I
FI I
I 24" o
IFI r_J
L,
Thicken footing to
24% x 14"d x 24"L I
under filled cell °
under girder bearing.
I L—
FI
I
I
I
cn
m
to m
0
M
H.B.
N
0
I
0
r
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" COX Plywood
4. Use nails or screws bas d on pressy�re for roof stated
in permit info box on t esor plans for zone 3
Ke
Area
Ede
Field
Fastener
asure
Zone I
6"
6"
8d ring shank
45 psf
Zone 2
6"
Bid ring shank
lb psf
Zone 3
8d ring shank
84 psf
** Zone 3a
6"
6"
48 wood screw
112.5 psf
** Use nails or screws based on Ares ure for roof stated
in permit info box on these plans or zone 3
Concrete
/ Lintel
Column
Provide 35 bars with min. 48 bar
diameters overlap into beam. Tie
filled cell steel into continuous
beam Slack steel.
Provide Cast -Crate
81.18-09/0T precast
lintel set in mortar -�
Min. 8" Bearing
Verify with Plen ,
12"x 12"
1 Column Block
v#7
Rebar
Rebar 48 Bar Dia.
Min. Overlap
to Lint&l Attaahment
NTS
BEAM SCHEDULE
Mark Size and Description
Two rows of beam block filled with concrete and 1 #5 bar
BI continuous in each row. Hook vent, bar over top bar with
#5 90a bend bar with a 10" min. lap at top bar.
Additional Precast Lin al
tt5 bars
CLEAR
!_Intel
Length
Bar
Length
Clear
Span
u
A
Bars
li n
B
Bars
V
l . ,' i '
2'-10"
2'-8"
I'=G"
2,#3
none
3'-6"
3'-4"
2'= 2"
2,43
none
e198-08/IT 8F8-I5/IT 8FS-I5/2T
� Additional
4'-0"
31-101,
2'-8"
2,43
none
tt5 bars
CLEAN
4'-6"
4'-4"
31-21'
2,#3
none
me i2ow of "H"
5'-4"
5'-2"
4'-0"
2,43
none
Block Above .';r,^:'T:;'i:
' .•
Precast Lintel
5'-10"
5'-8"
4'=6"
2A4
none
r 7
Additional ;' i
6'-6"
6'-4"
5'=4"
2,#4
more
tt5 bars
-O"
4'=2"
2,#5
none
BFIL-IS/IT 8FI6-I15/2T
8'-4"
T-10"
T-O"
2,45
none
NOTP-S:
ALL reinforcing steel is grade 60.
I. min. coverage of steel-1.5"
2. min. bearing required a ea. and=8"
3. standard for reinf. steel-ASTM A615
TYPICAL LINTEL SECTION
( PRECAST CONCRETE )
LINTEL SCHEDULE
Mark
Window
or Door
Unit
WidthSize
Lintel
Cast -Crete
Specification
owe of
"H" Mock
Above
" "
Bottom
Steel
S12Q
Top
Steal
Isliwill
Mar.
Gravity
Load
(PLF)
Max.
Upirft
Load
fPLF)
Max,
Lateral
Load
(PLR)
L22
2'-2"
V-6"
SINS-OBAT
1
#6
3069
IS49
1024
L31
2:_Vg
3'3 20
4'-0"
BPS-OBAT
I
#5
251.1
1363
163
L45
4'-5"
5'-10"
8F8-OBAT
1
#5
1105
909
339
L50
6'-0"
6'-6"
8F8-OBAT
1
#6
1236
835
121
LGo
6'-8"
T-V
8108-OB/IT
1
#6
loll
121
$34
LBO
S'-O"
T-4"
8FS-IB/2T
1
85
2
#5
152
Sell
$12
L90
9'-O"
I0'-6"
81=8-6/2T
1
#6
2
#5
643
530
401
L908
9'-O"
10'-6"
8INI6-18i
ONE
1
#5
2
#5
1533
1183
401
LI00
10'-0"
II'-4'
1 8106-I5/2T
I
#5
2
#5
582
494
452
LI008
10'-O"
ll'-4"
BF16-18/2T
ONE
1
95
2
#5
1346
1028
452
L120
12'-0"
13'-4"
8F8-18i
1
tt5
2
#5
411
428
324
L120B
12'-0"
13'-4'
8FI6-I15/2T
ONE
I
#6
2
#5
1015
110
324
LHO
14'-0"
I5'-4"
8INI6-18/2T
ONE
1
#6
2
#6
1250
609
269
LI60
16'-O"
IZ'-4"
8F8-I5/2T
I
#5
2
06
300
192
194
LUOB
IL'-O"
IT-4"
BF16-I5/2T I
ONE
1
#5
2
#6
430
Soo
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.
Provide 95 bar act in pre -cast ROOF h L- A N Scale : 1/2" = 1'-0"
Intel into beam where length of
the opening calls for it. — Overhangs at 1'-0° unless Otherwise noted On this sheet
— Roof pitch at 4:12 unless Otherll1lse noted on thl heat
t t�
f •.I
Provrde PT Buck
e jl
r,C '1
A
attached per jamb
1:1;;:1
details into filled cell
4" Pre -cast
I': f
•.i;}'jl
Sill
.f
s s
— Truss shop drawings to be provided by manufacturer
— Any changes to this plan shall be submitted to the
architect for approval in writing prior to starting construction.
— ALL TRUSS TO TRUSS CONNECTIONS BY
TRUSS MANUFACTURER
— Architect to review Truss Shop Drawings Prior
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 bar* with min. 48 bar
diameter* overlap in filled call. Tie
filled cell steel into continuous
footer steel.
"Jr ' p C Poured Concrete or
.. concrete block wail
Concrete Footing \
(We factor schedule
for exact sizes)
DETAIL AT WINDOW OPENiNG iN
CBS WALL scale: 1/2" = 1'-0"
e Anchors Per
carers Specs
1/4"Max.
n Aluminum Pend
Sizes per manufacturer
See jgpical Stud Detail
c 1/6" x 3/$2" wing Nut w/
appropriate washer and spacing
a 5 per Mona cturer's Details
SINGLE PLY REAR GIRDER TRUSS
s
I is
� C
Nail 2" x 4" blocking to vert. leg of m
truss with IOd x 1.5 nails at 4" o.c. a
417 Install Simpson MGT into wall uangg
cv 5/8" die. threaded rod set min. 12"
into wet beam and (22) IOd nails into truss a,e.
I
Stud Detail
Poured Concrete I Stud w/ Die Cast Zinc cars
concrete blxk wali \ ri Nmkel Plated Wing Nut
Concrete Anchors Per e'
Manuracturers Specs
TRUSS BLOCKING DETAIL Fiush Mounted Shutter Detall
AT GiRDER STRAPPING nts
AT CENTER BEARING POINT
thick fight textured stucco installed per AST �v
ASTM C 42G over ASTM D type 2 paper backed
wire lath nailed to substrate through one lager of Aluminum Drip
ASTM D Tggpe 2 felt paper using Bd nails, Substrate Edge t Fascia
to be 19/32 CDX Plywood nailed at 6" o.c. in field
and edges with told ring shank nails into studs.
Union Corrugating Co. 26 ga. 5V crimp metal roofing
FLU: 1271- Attach roofing to deck using #9 x 1.5"
wood Screws with washer Per Approval over 30 lb felt Flash and Counter
underlayment installed with min. 4" side laps flash
and L" and laps fastened with corrosion resistant n
cape with I I/4" ring shank Wade spaced G" o.c.
at all laps and two staggered rows 12" o.c. in field.
Roof deck to be 19/32 CDX plywood nailed to
trusses with Bid x 2.5" long ring shank nails per sheeting
attachment detail on roof plan
Max allowable uplift = 85.8 par
Simpson HETA 20 or equal
hurricane anchor at each truss 12
with (10) IOd x 1 1/2" nails
( 24" o.c.) suppporting Max. 4 �—
Islolbs, upldt
Aluminum Drip l
Edge t FasciaIT 12"
2" x 6" Sub -Fascia
Kaycan full o vent vinyl soffit installec
wiling 1/8" dia shank x 15" long gals.
ro�ng nails oath 3/8" din, head per
product approval - see chart sheet #1
One row of beam block filled
with concrete and (1) #5 bar--
cont. over 8" precast lintel
filled with concrete and (U #5
bar cont.
10'-7"
r.
1/2" thick stucco on 3/8" hi -rib loth /
attached to horizontal and vertical wood
framing with node or staples to provide
na Isu than 1-3/4" penetration into
horizontal wood framng and 3/4' penetri
into vertical wood framing members
5/8" thick light textured
stucco on typical concretel
block construction
#5 bar vert. 10/�
SO" overlap
at each filled cell
Rear Patio/Slab to
be flush with bottom of
sliding door recess.
Step per foundation plan
q Slope per foundation plan "r
1M
Brace Gable and
with 2" x 4" SYP #2
Oft back nailed to bottom
of top chords using (2) IOd
nails at each truss
in
N
�
X
s
C4
Q
Lo L
a
�s
n-
to wi
0
N
C C
�1O
oO_
Q
H
:
3:N
u
N
L
PRE-ENGiNEEREED WOOD TRUSSES
O 24"o.c. TYPICAL
( shop drawings by manufacturer )
R-30 blown fl ar lass
In bottom chor� o� trusses
1/2" drywall with smooth finish
U)
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
l-
bar cont. for bottom row over openings
W
1/2" drgwall over I" x furringg
=
strlpps
at 16" o.c. with R4.1 fi-roll
inaulation
on typical 8" Block walls
All drywall to be installed per FBC Ri02.3.1
and shall meet all pertaining ASTM codes.
Mortar to be Type "M" only proportioned er FBC
Mortar
RLOTI
and joints shall comply with FDC f�40 i.2,1.
Provide Our-O-Rock at all wet areas (ex. showers,
tubs at,
Fill cell with concrete and
(1) #5 bar vert. (typical).
Max, spacing shall not exceed
48" unless otherwise noted
see Foundation plan notes for
spacing at openings
4" concrete Blab with fibermesh OR
"xG' #10/10 WWM on 6 mil Visqueen over
7 clean compacted termite treated fill
Ila
Typical Section at Front Forch
Scale : 1/2" = 1i-0„
Braden t Braden AIA, PA
Architects — Planners
411 S.E. Coconut Avenue
Tel (172) 287-8258
Fax : (112) 281-8283
E—mail: bradenaia®comcast.net
Stuart. FL 34996 #AACO00032
Simpson HETA 20
hurricane anchor at each truss
( 24" o.c.) supporting Maxim.----..0
1810 lbs. uplift HE A 20
Strap truss to wall using Simpson MGT with
5/8' die. threaded rod with min 12" embedment
into beam either wet set or in epoxy with
(22) IOd nails into truss. Add blocking to
/truss leg per detail on this sheet
3111111
NJ*31
P1
Ass
Attic Access
NJ
t�r1C I H L
Simpson HETA 20 Provide for gutter
Provide downspout p
hurricane anchor at each truss
( 24" o,c,) supporting Max.
1810 lbs. uplift
Wgnne Building Corp.
11FT CARLTON 3 BED
Spanish Lakes
St. Lucie Countg Florida
MODEL:
REAR
PORCH
RIGHT
Date Drawn
4-215--IL
Drawn by:
C.C.U.
Checked bg:
D.R.B.
+i`--e T A 1�
Revisions :
10-18—I6 Product
Approval Revision
Sheet
4.
OF 5
Provide downspout
Comm #
15-159
PANEL
"A"
Poles
BR
Load
Wire
Description
circ#
circ#
Description
Wire
Load
BR
Poles
2
40
1.0 kw
#e
A/C comp
1
2
AHU
si0
3.5 kw
30
2
3
4
2
30
4.5 kw
mo
40 gal. water HTR
6
6
Range
96
12.0 kw
6o
2
�
8
I
120
1 LS kw
#12
Pump
9
1 10
1 Dr er
$10
5.0 kw
30
1 2
II
1 12
1
20
1.5 ku
#12
13
14
Dishwasher
#12
1.2 kw
20
1
I
20
1.5 kw
#12
Microwave
15
IL
Refrigerator
$12
1.2 ks
20
1
1
20
1.5 kw
#12
Kitchen S.A.C.
n
Is
Recepts
#12
-
20
1
I
20
1.6 kw
#12
Kitchen S.A.C.
19
20
Recepts
$12
20
1
1
120
1.2 kw
#12
Clothes washer
21
22
Recapts
812
20
1
1
20
0.81 kw
#12
Garage Door Opener
23
24
Recepts
$12
-
20
1
1
20
1.4 kw
#12
25
26
Recepts
012
-
20
1
1
20
11.92 kw
1 $12
21
28
Recepts
212
-
20
1
1
15
#14
General Lighting
29
30
Recepts
$it
20
I
-
1
15
#14
General Lighting
31
32
Recepts
212
20
1
1
15
#14
General Lighting
33
34
Exterior GIsCI
#12
20
I
-
1
15
04
General Lighting
36
34
Bathroom GPI
#12
-
20
1
-
1
20
#12
smoke Detectors
31
30
General Lighting
814
-
16
1
-
20
312
Bathroom GFI
39
40
General Lighting
$14
Is
I
s are
41
42
1 space
PANEL "A" LOAD CALCULATION SHEET
Load Description
Qt .
Watts
Total(Watts)
General Lightmg..(3 watts aq. ft.) ........................
Small, Appliance. Circuit(s)... . ... . . . .. .
Range.........................................................
Refrl9erator............................................... ..
Microway..e.................................I...................
Dish Washer.
Clothes ,Washer ...............................................
Clothes..Dryer................................................
Water Heater
Water. Pump .................................................
Geroge, DoorOpener........................................
1135
3
5,205
2
1500
3.000
1
12.000
12,000
I Z00
I 00
20
usoo
I
-0
1200
1200
I
I 00
I 00
1
6,000
5 oO0
I
50o
4,500
I
1 00
1800
I
o
810
Total Wiatts 31,415
First 10000 Watts e100% 1 101000 10 000
Remainder 21.415 e40%
I
0
10.946
Electric Heat or A/C 10,000 945%
1
16,000
10,000
Calculated Load
Watts
30,94L
voltacle
240
Calculated Wattage Divided by Voltage = Total Amps 129.03
Panel Size Required = 150 Amps
Electrical Sgmbol Le end
$
Single Pole Switch
®
Recessed Can Light
S,
Double Pole Switch
®
Eyeball Recessed
Ps
Push Button Switch
Exhaust Fan
Ceiling Mounted tight
Duplex Outlet
Special Receptacle
0-
Wall Mounted Light
W.b. ON®
Waterproof, ground fault interrupts
_:
Light with Pull Chain (attic)
Floor Duplex Outlet
Computer Connection Jack
Fc-M-1
Carbon Monoxide Detector
Flood Light
TO
Thermostat
®
Electrical Panel
®
Central Vac
EEE3
Electrical Meter
®
Smoke Detector
Ceiling fan
Q
Television Jack
Telephone Jack
Arc
A/C Disconnect
®
1 x 4 Florescent Light
®
2 x 4 Florescent Light
ENE
Speaker Hook -Up
I 0
I Intercom
Electric Notes:
1. 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.
5. ALL bath and kitchen receptacles to be GFI protected.
L. 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 RMIL02
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 fully operative.
13. Contractor shall pay for all fees, permits, tea in 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 years from
the date of acceptance or certificate of occupancy, or one
year 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 may have been damaged.
11. It is not the intent of these plans to show every minor detail
of construction. The contractor shall furnish and install
all items for a complete electrical system and provide al'l
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.C. ard
shall comply with all local codes and ordinances, and shall
meet all standard requirements of the local electric utility
L and telephone companU.
150
#2/0 Aluminum feed AMP
I h" Coridutt �� PCB
A EL
2" PVC (
2" rigid service 11PL torts 05 cent°pl's�awi a slab
ELECTRICAL RISER
112 CFM
IOxIOxL
MASTER'
BEDROOM
112 CFM
IOXIOxL
3910FAR mwlq�q�__4
301
LOSET
Vent thru d��_� IOXLXA
Soffit -- fl LL CFM
Nil
30
DRYER
LAUNDRY
J �ex4x4 ILy % I
I / �
LTJ
12)d2x10 R.
B/A
12"
PORCH
200 CFM
12xl2x8
I
I
GREAT1 ROOM
I
I
I
I
I
1 200 CFM
12x12x8
I
DiNiNGx
ROOM
I
I
l DW 1
I2x4xT1 Lir'1'
11
SECOND 1 1
CFM
BEDROOM 1 `LOxoX 1
14" KITCHEN 1
20x20XIL MICROWAVE 1
R7nAl T SO' CLEAR NON-V-VENT 1
I
�Ca�li � -- F IN
L ---�
I
12x12x10 R` - - -
5/A �; -- - - - ---i-
i W.H.
q Steel Ballard
I S0116 detail on this sheet
I
� I I "
120 CFM I� p l r 22" x 54" I
IOXLY4 I Attie Aces"
® I Q I arch light
A/C
1 5�4CFM
I GARAGE
150 Amp
Panel
-----------------
GARAGE
I
I
I
I
I
I
I
I
I
I
- Contractor shall use AL-CU Landing
lugs. NT5
�I-
- Contractor ahall torque lugs I.A.W.
marufacturers recommendations which
shall be verified prior to construction
19. The electrical system shall be
completely and effectively
grounded as required by 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 by 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 any other service.
24. All exposed wire below 9'-I"
shall be installed in metal EMT
conduit.
25. Dryer Vents to be installed
per FBC RM1502
I
r-----------------i
I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
0-
THERMOSTAT LOCATION SCALE: 1/,4" - I' - O "
3 TON
SEE MANUAL
"J" and Energy
Calculation
for Unit info
Install oulet
under disc. -
not shown for
clarity
MASTER
BEDROOM
PORCH\\
WP GPCI `
�S
/tTsk
® CM
� � I
� I
I
CLOSE 1
DRYER AIW SHERII
LAUNDRY
I\
M
4pi
SECOND /
BEDROOM,
/
/
THiRD
BEDROOM.--
WPI
i
/
Attic Venting Calculations
Total Attic Space = 2101 sq. ft.FBC 3 9.1
Venting Ratio 1/150 = 18.00 aq. ft. required
Provide A Continuous Vented Soffit
AiC
I
I �
I
I
I
GREATROOM
I
/ I
DINING,:
1 ROOM
' I �
I \
1 \\
I � s
I 'I
11�K17C�HE
yr, i
4" s Steel Ballard
See detail an this sheet
F 22" x 54" I
> -- .A Uc Access
m� L--- t
1 �}
,.__�.,OPTIONAL PANEL
LOCATION
� s /
Q rcl / / / \\ GARAGE
L GPCI \
150 Amp
Panel �e mnrr \
GPCI
Gera a I ------ 1
jDoorr j\ �0 / I Daoorr
I
op
ener p I / I Opener I
GARAGE
I I ( I I
GPCI i GFCI I I
to 066ge lights I I
NZA
ELECTRICAL FLAN
Post Light with O
SCALE: 1/4" = 1'-011 Photo Cell
Center post Light
between driveways
Wire For
Front Post
Light
Braden t Braden AIA, PA
Wgnne Building Corp.
MODEL:
Date Drawn
Revisions :
Sheet
Comm #
Architects - Planners
411 S.E. Coconut Avenue
11 F T C A R L T O N 3 BED
REAR
4-25-IL
Drawn by:
10-18-I4 Product
Approval Revision
4B
Tel : (112) 281-8258
1.5 CAR GARAGE
PORCH
C.C.U.
Fax (112) 281-8283
E-mail: bradenaia comcast. net
Spanish Lakes
RjO1�T
Checked by:
Stuart FL 34994 #xAAC000032
St. Lucie Count Florida
�
� R B
OF 5
A=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
SPACING NOTE
ALL TRUSSES ARE TO BE SET
AT 2'-0: ON GENTER
EXCEPT AS NOTED
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERIN
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
Ai IF MULTIPLE PLY. A
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
30' Span or less 30' to 60' Span
' o degrees Spree er Bar
or less
l>
�._ 1 /z a9 �Approx 2/3 to
TfgLine span approx. Line 1/2 of Span
REFER TO BCSI
REFER TO BCSI
Truss must be set this way if crane used.
Truss must be set this way if crane used. This is an example, truss may not match.
Truss is an example. year truss may not match.
Insist crone operator sets truss this way. Insist crane operator sets truss this way.
AIR HANDI—IE=Ill' NOTE
UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES
ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR
ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT
WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS.
CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR.
For Truss -to Truss__._
Connections see
hanger/connector
schedule in engineering
package.
Carrying Girder
Nails must be as
shown. Guide tabs o
Dome angle nails.
TRUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL. ---
�ARRANGE R RANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN. LENGTH' A
A I �
Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers ,
15'-3" _ 19'-9" 19'-9" 15,4' I
\i L�I
I I I J/
SEAT PLATES BY CHAMBERS
kBE
zra.cmnu I
. ooa.mJ
ONLY a'
%ORNER DETAIL
upset=1/4" heel=315116"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
i
TYPICAL END DETAIL
12
4.00 r—
A'
2 2.00 -'aP=--
upset=1/4" heel=316/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
END DETAIL: TYPICAL VAULT
INDICATES LOAD BEARING
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-0"
ABOVE FINISHED FLOOR
� I ,
PORCH RIGHT
�IFps
II\
I
tI
GRA
F=
I
�:s
_`�__�__
INVERTED "V" WEBS AT CENTER
W/9' B.C. PANNEL. LOAD W/ (2)
41
I
i' CLOUZSED AREAS ARE OF
/ SPECIAL CONCERN & MUST BE t
CHECKED CAREFULLY & MAY
t INDICATE DEVIATION FROM �_ �J*
PLANS.,
—
The Architect's or Architect's representative's
shop drawing approval Is NOT a
"double check" of the contractor.
The contractor shall remain responsible
for checking field measurements and
other construction criteria. Architect's
approval covers general roof shape,
review of truss strapping, and loading on
structure from g It nd uplift loads and
their r, c ve locationJ�
Approved Bv: 4 a7i.117
'. FABRICATION AGREEMENT'
rTRUSSES CANNOT BE STARTED UNTILTNIS AGREEMENT IS SIGNED 6 RETURNED
,iha Wei description of the property where the bussss wig be Installed Is:
Tpp uptlaralgned acknowledges and agrees;
^ f. Tmasss will bra made In strict accordance with this truss placement diagram layout,
tivhkh,b the sole sulhodty for determining successful fabrication of the trusses.'2. All dimensions In this layout have been vedlled by the undersigned.
' o3:Unlsds written notice Is provided by cermed mail to Chambers Truss within ten (10)
• days of delivery the undersigned agrees that no beckcherges.will be allowed. In the event
such wraen notice Is fumished Chambers Tess shall have three (3) busyssa days In which
to begin repsh required, or to substlltde other trusses, at Chambers optldh,
',, eThe undersigned admowledges receipt of "SCSI 1-03'summary sheet by TPI & wTCP.
4 Delivery is to job ahe. It Is the buyer'i responslbary to make the job site suitable for
delhlary. Chambers Truss has the sole authority to determine the vugabllay, of the job site al, a
portion of the lob sue for delivery. Chambers Trues will be reepone:bla for dump delivery Doty,
The buyer Is responsible for additional delivery expenses a Chambers Tmss has to redelMr
because job she Is not prepared for delivery or buyer Is not prepared Ion delivery of fusses.
euoii is responsible to Chambers Truss for towing costa due to she conditions.
' r.05t8dce as shown In paragraph 7 below Is subject to change If any changes are, made an
this,layoul. A $50 per hour fee for revisions maybe charged by Chambers Tn1ss. '
•.7rl. Is Is a PURCHASE ORDER to Chambers. Truss of the sum weed to, or If nli•
'agte ant a reasonable price. Invoke wig be made on delivery and paid within terms of not
onr. ellvsry. Inwlee may be made at scheduled date bf delivery N buyer cannot accept
ry'of febriceted trusses. Ths undersigned egress to pay Char bero.TNea reasonable
.attbon a fee for all one In event of payment not limey made. 1-12 %per month seMce
charge will be added for ell sums not paid within terms.
S; Signature or Infidels anywhere on this sheet aneftes agreement to all terms herein.
.• g. In consideration of Chambers Truss extending cream for this material the undersigned
cmandhionally guarantees payment when due of any and all Indebtedness owed to
Chambers Truss byrarty entity receiving material and the undersigned agrees to pay such
Indebtedness Including" aQomeys fees. If default In payment for material be made by the
,redplarlL
10. In the event of any litigation concerning fhb agreement, the some fumMed hereunder
or payments referred to herein, the parties agree that the sole vine for any such action will
'be Saint lade County. Florida.
11,1. Deslgn rosponslbliPoss are per -National Standard And Recommended Guidelines On
�Raaponalbllldes For Construction Using Metal Plate Connected Wood Tmssss
SVrPVi 4.2002'
1
SIGNED L•
.�OQ. TnTE
:../C4madwbarfrreybemq*Wper"BCSll4Wtopteve t"jry&&nape
1Vliiltlple ply trusses must be fastened together per engineering
;'*tbm they are flat failure to do so can mault•In roof collapse.
yggiponuy and permanent bracing are required and can save life
a°and property and Is the responsiblllty of the truss erector.
Sttydy the contents of the Information packet Included on delivery
cox,,"•,a'.. before setting trusses.
-ttv;Tnaleesmustbeadw4bracedpl=dmsiont6p won t4W&ftmkgm
Trusses musk be set plumb and square
Do not§et bunks or stack of plywood, roofing material or any
gflier gIgfi"ntrated loads on trusses, this can cause collapse.
DO NOT SET TRUSSES USING THIS LAYOUT
-.-USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES
.1,.,.; CHAMBERS TRUSS INC
°i
3105 Oleander Avenue
Fort Plerce; Florida 34982-6423
800-551-5932
9 Y1'.
( Fd)rtPierGe n2-ass-2o12 Fax n2.a66-s711
1 ;�leio Beach 772-569-2012 Stuart - 772-2863302
i;;4t;u Wish Site! CHAMBERSTRUSS.COM
92.0/93.2 MITEK 4.2
DESIGN CRITERIA
----
County
SAINT LUCIE
Building Department
ST LUCIE COUNTY
Wind Design Criteria
ASCE 7-2014
Wind Design Method
Main Wind Force Resisting
Roofing Material
Shingle or Shake
T�I
Loading in PSF
Roof R.D.L.
w
m _
Top Chord Live
20
N
o
Top Chord Dead
7 4.2
w �Iy
o
Bottom Chord Live
10 Non -Concurrent
o
c
Bottom Chord Dead
10 3
`�I
TOTAL Load
37 7.2
d
I
Duration Factor
1.25
fill o
Wind Speed
165mph
Top Chord C.B.
Sheeting by builder.
H s co
Bottom Chord C.B.
Sheeting by builder.
v ~�
Highest Mean Height
15'-0"
Building Type
ENCLOSED
Building Category
II:Non Restrictive
Exposure Category
C
Barrier Island
No
Conforms to FBC 2014
R.D.L. Restrainin Dead Load C.B: Continuous Bracing
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Building Designer and/or Ena ineer of Record.
Chambers Truss Inc.
Drawing Name: M11392
Scale: 1 /4 = 1'
W
82 total trusses, 15 different trusses.
u MI 4: RLC ACAD: RLC Reviewed B:�
_
W
Date:10/07/15
Revised:-10/15/15
FOR
I I ' v
6'-4" 14'13" WYNNE BUILDING CORP.
DESCRIPTION:
71' CARLTON 3BED REAR PORCH
PORCH LEFT
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 7 yo el
15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11392 yo 5i I