HomeMy WebLinkAboutBUILDING SITE PLANGulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12
26 ga. 5v crimp metal roofing attached to pigwood deck using #9 x 1.5"
wood screws with self sealing washer at 12' o.c. max spacing over ASTM D
(type 2) 30 lb Felt underlayment installed with min. 4 side laps and 6" end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced 6 o.c. at all laps and two staggered rows 12" o.c. in Field. Attach
deck to trusses using attachment detail on this sheet
12
SLOPE 14
5/8" thick light textured o O
stucco an typical concrete
block construction
Finish Columns with 5/8" thick x 8"w cut
5/8" thick cut coral coral finished stucco bands
finished stucco bands R i G H T E L E V A T I O N
SCALE: 114" = F-O"
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11151.12
26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced 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
12
4 SLO�
S'-I" T.O.B.
12" 12"
C
O'-O" = Finished Floor Ll
Finish Columns with 5/8" thick light textured
5/8" thick cut coral stucco on typical concrete
finished stucco bands block construction
ELEVATION NOTES:
REAR ELEVATION
— Overhangs at 1'-0"
unless otherwise noted
on Roof Plan
— Roof pitch at 4:12 unless otherwise noted
- An(g changes to this
plan shall be submitted
to the architect
for approval In writing
prior to starting construction.
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12
2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5"
ASTM D
— Return Stucco
ALL
Bands Into Window or
Door.
wood screws with self sealing washer at 12" o.c. max spacing over
(type 2) 30 lb felt underlayment installed with min. 4 side laps and V end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced 6" c.c. at all laps and two staggered rows 12" o.c. in field. Attach
deck to trusses using attachment detail on this sheet
12
4 1 SLOPE
12"
° ❑ 5/8" thick x 8"w cut ■
3 coral finished stucco bands 3
77-77-7
5/8" thick light textured
stucco on typical concrete
block construction
=Finished Floor --------------------------------------------
LEFT ELEVATION
Product Approval Submittal Affidavit
Opening Schedule Swing Doors, Overhead Doors, Sliding Doors. Windows do Skylights
Opening
Type
NOA/FL
NUMBER
Product
Model
Manufacturer
Glass
Attachment method
Expiration
Expiration
Date
Design Pressure
of Approved Teats
1.2.3
E4
FL# 239.3
Single Hung
SH-100
Impact
PGT
5/IG"
1/4' dia. tapcorn w/ min. 1
spaced per product approval.
min. edge distances specified
3/8' penetration to be
Contractor shall adhere to
in Product approval
+ 80.0 PSF
—
A
16-0330.02
Overhead
Garage Door
Model 824dth
9'-4" max width
IL'-O° max height
DAB
RAW W Y to cmicretl et a N as
' •fArd , „R/yaaa2 t." ��su'�hwea at y�
is siu• x i sir rw Wood ip sera m sh sndvt ss.es
ins. a is sa,s dtewa - GC to atmseIa inn... to prsaact sppiwe
10-9-21
+ 50.0/-60.0 sf
p
B
FL# 14614.1
Fiberglass
Smowogth Pro
Jeld-Wen
Elco I/4" dia. tapcon with min 1.25" embedment at 3' max
from comers and 11.5' o.c. max thereafter in head and iambs.
+ 50.0 PSF
C
FL# 251.5
Sliding Glass
g
Door
Series 110
5GD
PGT
1" nom
Type "GSA "
I/4' dia. tapcons w/ an. I / ' snetration to be
spaced per product approve. a�itractor shall adhere to
min. 2 I/2 edge distances specified in Product approval
± LD.O PSF
Product
NOA/FL
NUMBER
Model #
Manufacturer
Attachment Method
TEST
Expiration
Date
Design Pressure
of Approved Tests
M11lllOI18
FL# 261.1
1" x 2 3/4' x .315'
PGT
Install per fastener type and spacin a shown in Table IA and IS
in product approval on sheet 5 of2.
+ 58.0 PSF
]'i00f
FL# 11451.12
5V Cnmp
Metal Roofing
Gulf Coast Supply
and manufacturing
21 ga. 5v Grim metal roofing attached to plywood deck using #9 x 1.5"
isoccl
raA ASTM
�j 3owit felt sealing
d o.cwith max seaside ovlapernd
Iaps fastened with corrosion resistant tin ceps and with 1.25' ring shank nails
spaced L o.c. at all I and two staggered rows 12' o.c. in field. Attach
deck to trusses wing attachment detal on roof plan
— 108.3 P5F
Siding
stucco on Block
Soffit
FL# 12198.3
Model T4 12" vented
Vinyl Soffit
Kaycan
Install using 2" x 2" battens at L" o.c. screwed to aofrit framing using
#8 x 3" wood screws at each truss. Install soffit to battens using
II clia. x 1.5" Iona ring shank mails auth S/8" ckahead
+55.0/-35.0 PSF
Hurricane
Panels
I have reviewed the above and
approved it by my seal below. ( Architect or Engineer of Record )
SCALE: 1/4" = 1'-0"
2" x 4" top plate
base -board
12
4 1 SLOPE
1 �2, b351
ST. LUCIE COUNTY BUILDING DIVISI N
REVIEWED FOR COM , C,
REVIEWED BY
DATE
PLANS AND PERMIT MUSZ BE KEPT ON JUB
SITE OR NO INSPECTION(S) WILL BE MADE
ALL MANUFACfUSEB TABLES SHOWING
U FACTORS AND SHGC COMPLIANCE
yfn{ FBC ENERGY CODE MUST
REMAIN ON ALL DOORS AND
UNTIL INSPECTIONS ARE APPROVED
SCALE: 1/4" = 1'-0"
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12
26 ge_ 5v crimp metal roofing attached to plywood deck using #9 x 1.5"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(type 2) 30 lb Pelt 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
12"
P E
H. 5/8" thick x 8"w cut
coral finished stucco bands ®®� ® ❑e
®®®® Q
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED By FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIRILI 7 11 THE
CONTRACTOR OF RECORD,
5/8" thick x 8"w cut
coral finished stucco bands
1/8" Thick cut coral stucco over paper
backed wire lath nailed to substrate through
one layer of 15 lb felt using Sd nails. Substrate
to be 19/32" CDX Plgwood nailed at 6" o.c.
in field and edges with IOd ring shank galvanized
nails into truss webbing.
12"
H.
Q
5/8" thick x 8"w cut
coral finished stucco bands
A.F.F. 5/8" thick light textured ��� Finish Columns with
stucco on typical concrete 5/8" thick cut coral
block construction finished stucco bands
FRONT ELEVATION
SCALE: 1/4" = 1'-0"
1/2" drywall ceiling on truss bottom cord
1/2" drywall on
2" x 4" studs at 16" o.c.
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
Interior Non—Bearina Partition
Braden t Braden AIA, FA
Architects — Planners
411 S.E. Coconut Avenue
Tel : (112) 281-8258
Fax : (112) 281-8283
E-mail: bradenaia0comca5t.net
Stuart_ FL 34994 UAACOOOOS2
nts
WW nne Building Corp.
THE STERLING
Spanish Lakes
St. 1-ucie County Florida
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 Bwiding Code Residential: Lth Edition and ASCE 1-10 For Wind Loading
Budding Design is: Enclosed Risk Categorg: II Wind Velocity: 11.5 mph ultimate
Mean Roof
Height: II'-O" Roof Pitch: 4.12
Internal Pressure o-e icient: ±0-18_
SubJectability to damage from: Weathering: Negligible Termites: Veru Heavu
Width of Roof End Zone: '- " Wind Speed: 145 mph ultimate
Wind Exposure Classification: C
08 , TN
Adjustment factor for Exposure Height: 1.21 x O.G = 0.124 ASD design
Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+O.LWL
Components f Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 pat
Roof Zone: 2. +20.6/-51.0 pat
Roof Zone: 3. +20.4/-84.O psf
Components t Cladding Wall End Zone Width: 3'-4"
Components E Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 psf
0= Roof Zone I
Well Zone: S. +35.8/-41.8 pat
Walls Zone 4
Components d Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3paf
Shear Walls Considered for Structure? Yes
Continuous Load Path Provided?
® = Roar Zone 2
es
Walla Zone 5
Are Components an Cladding Det� Provided? Yes
END ZONE
Minimum Soil Bearing Pressure: 2.500 psi, Presumptive: X B9 Test: pal
= Corner Zones
SEE RODUCT APPROVAL FOR IMPACT PROTECTION FOR OPENINGS
Roof Zone 3
ROOF LIVE LOAD: 3-1 paP ROOF DEAD LOAD: 10 pot
FLOOR LIVE LOAD: __15 pat FLOOR DEAD LOAD: 10 sf
S(ANNFEl3
JOB ADDRESS: '\-\ r�.S\Grp
MODEL:
Date Drawn :
Revisions
5-24-18
REAR
Drawn by:
PORCH
LEFT
c.c.U.
Checked by:
D.R.B.
r
Sheet I Comm #
OF 5
'FLOOR PLAN
CRAB
TYPICAL NOTES: SCALE 1/4" = 1'-0"
POST DETAIL
N.T.S.
I. Contractor to verify ALL notes and dimensions prior to steel
high by 4" diameter
steel crash post. Floor
proceeding with work. Flange with 4 - 3/8"
2. Contractor to STRICTLY enforce ALL OSHA Requirements. lap a(3/ bolts Into
3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 kill steel plate)
a minimum 1,400 P.S.I. fiber stress. a
4. No dissimilar metals to touch. 2�5" 2
5, ALL Concrete used for slabs shall be min. 2,500 PSI concrete. o �2"
ALL Concrete used for vertical filled cells, cont. tie beams etc.. to m
/,- 4
shall be 3,000 P.S.I. concrete and/or 4,000 p.S.l. grout mix
6. Drywall at ceilings shall be leveled and attached to bottom chord 4E
of trusses with screws per FBC R102.3.5. o
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 12v 2i"1"
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
w.H. = Water Heater
15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1
16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2
11. All exposed attic insulation materials installed on attic floors shall have a critical radiant I" x V P.T. Buck nailed to
flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case hardened nails
materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachment
with F.B.C. R316 - see permit info box of code edition ..,.
18. Gyyppsum board material shall conform to ASTM C36, C19, C4-15, C514, C630, C931
CW 0, C1002, C104-1,C11-11, C11�8, C12�8, C1395, or C13% and shall be installed
according to the following: (FBC R102.3.5)
Drywall
Thickness
Location
Orientation
Framing
Member
Max. spacing
of fasteners
Nail sizing options for
installation of drywall into
spacing
Maximum
wood framingmembers
Nails
Screws
2" x min. thickness
Ceding
Perpendicular
24"
'I"
12"
13ga 1 3/8" long with 19/L4" head
0.098' diameter x 1 1/4" long
annular -ringed or Sd cooler nail
?2 „OR
Walls
Either
IL"
8"
IL"
0.080" dia. xx 1 5/8" long with
Direction
15/64 head
OR
Ggpaum board nail 0.084" dia.
x 1 5/8" with 9/32" head.
Ceding
Perpendicular
24"
1"
12"
13ga 1 5/8 011oong with 19/64" head
O.Cl diameter x 1 3/8" long
annular -ringed or Ld cooler nail
OR
Walls
Either
IL"
all
ILO
0.092"addia. x 11/8" long with
Direction
OR
Gypsum board nail 0.0915" dia.
x 11/8" with 19/64" head.
Install SGD thru buck into
block with 3/14" tap -con with
1 1/2" penetration at 0 o.c. max.
from each corner and 20." o.c. max
thereafter at head per product approval
Use SAC tap -con with
1 1/2" penetration at L" o.c. max.
from each corner and 20" o.c. max
thereafter at sill per product arc
19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6,
A108.1, A118.1, A118.3, A136.1 and A13-1.1
20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM
C1288, C1325, OR C11-18 and installer I.A.W. manufacturers recommendations shall
be used as backer for the wall tile in tub areas and wall panels in Shower areas.
21. Insulation including facings such as retarders or vapor permeable members installed
within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics
shall have a flame spread index not to exceed 25 with an accompanyin smoke
developed index not to exceed 450 when tested in accordance with ASTM E 84.
Insulation shall comply with F.S.C. R316.
Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12
24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(type 2) 30 lb felt underiayment 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 \
Simpson HETA 20 or
equal
hurricane anchor at each trues
12
with (10) IOd x 1 1/2"
( 24' o.c.) suppporting
nails
Max.
4
PRE-ENGINEERED TRUSSES
24"o.c. TYPICAL
Ia101ba. uplift
at
(shop drawings bu manufacturer)
Aluminum Drip -V
Edge t Fascia
'\R-30 blown fiberglass
in bottom chord of trusses
I/2" drgwall with smooth finish
2" x L" Sub-Faseie
Kagcen fun o vent vm i soffit installed
ualg Von dro shank x 1.5" long gaiv.
roofing nails with 3/8" die. head per
product approval - see chart sheet al
5/8" thick light textured
stucco on tgpical concrete
block construction
Two rows of beam block filled with concrete
and (1) 95 bar cont. in each row. Substitute
precast lintel filled with concrete and (1) #5
bar cont. for bottom row over openings
1/2" drygwall over I" x furringg
strips a{ Ili" o.c. with R4.1 Yi-foil
insulation on tgpical 8" Block walls
All drywall to be installed per FBC R102.3.1
and shall meet all pertaining ASTM codel
Mortar to be Type M onlg prortioned per FBC R601.1
and Mortar Jonts shall comply withopFBC R601.2.1.
Provide Dur-O-Rack at all wet areas (ex. showers, tubs etc...)
T
ro
95 bar erw/
30" overlaplap Fill cell with concrete and
at each filled cell () #5 bar vert. (tgpical).
Max. spacing shall not exceed
Wood 48" unless otherwise noted
Base see foundation plan notes for
spacing at openings
4" concrete slab with fibermesh OR
611xv #10/10 WWM on L mil Visqueen over
clean compacted termite treated fill
Grade r
_�'
I 1II1= III I I:AIIIII „
-
I1 I I1 I I_ I'''
lI 14' x 14" Concrete footing
14" with (2) #5 bars cost. and #5
TYPICAL SECTION transverse bars at 48" o.c.
Scale : 1/2" = 1'-0"
Al
e1
Masonry Beam
Head
fixed door
sliding door
1 1/2"
Sill
5lldlncl Door Detail
At Masonry Wall
NTS
AREA
CALCULATIONS
Living A/C
= 1,414
sq.
ft.
Front Porch
= 153
sq.
ft.
Rear Porch
= 114
sq.
ft.
Garage
= 321
sq.
ft.
Total Under Roof= 2,124 sq, ft.
Total Cubic Ft = 11,192
2" VTR
J1L
I
I
I
I
21' VTR
Mastel JiL
Bath 1
I
1Lw. I
2•hr I
Lay. _ I
q• 1 2' VTR
V JIL
I I
7' 3• %
I
aMir. I
Ka. sink
I
Kitchen 2' I
I
I
Lay.
3'
W.C.
Bath #2 akv.
3•
C.O. To Septic
PLUMBING RiSER
I" x 6" F.T. Buck nailed to
block with case hardened nails
prior to door attachment \
Masonry Wall
gpical Flooring
Install SGD thru buck into
block with 3/I6" tap -con with
1 1/2' penetration at 6" o.c. max.
from each corner and 20." o_c. max
thereafter at Jambs per product approval Jamb
Window Schedule
Mark
Size
Rough Open.
Window Description
PRESSURE ZONE
I.
4'-Ska"x 5'-3 ia"
54ka"x 43i4"
Single Hung
ZONE 4
2.
C-2%a"x V-3 %a"
15" x 1.3 %4"
Single Hung
ZONE 4
3.
2'-2" x V-2 1/2"
21k2"x 385's"
Single Hung
ZONE 4
4.
4'-5%e"x 4'-2Ve"
54%a"x 54ya"
Single Hung
ZONE 4
ALL Windows to be aluminum windows w/ tint
and mullions per elevations.
ALL windows to withstand pressures in permit info box on Sheet 1
ALL windows in bathrooms to be tempered
All rough opening dimensions to be verified by contractor
with manufacturers specs prior t0 construction
Door Schedule
Mark
Size
Rough Opening
Door Description
PRESSURE ZONE
A
9'-0" X it -On
108' x 84"
Overhead Garage Door
ZONE 4
B
31-0" X 4'-8"
41'4"x 83%"
Fiberglass Panel - Inswing
ZONE 4
C
L'-O" X C-8"
14" x 81 %" d;c;;t'"
Sliding Glass Door
ZONE 4
D
2'-O" X 4'-8"
Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81
E
2'-V X C-8"
Solid Core - Wood - L-Panel
F
5'-0" X 6'-8"
Solid Core - Wood - 4-Panel - Bi-Fold
G
2'-S" x C-S" x I %4"
Solid Core Wood, Steel, or Masonite Door
H
2'-8" X 4'-8"
Solid Core - Wood - L-Panel
U
2`-L" X c-en
Solid Core - Wood - L-Panel - Bi-Fold
K
2`-8" X L`-e"
Solid Core - Wood - 4-Panel - Bi-Fold
L
I'-L" X L'-8"
BI-FOLD
ALL Exterior doors to withstand pressures stated in permit info
box on sheet 41
GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL
WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1
All rough opening dimensions to be verified by contractor
with manufacturers specs prior to construction
lo'-o"
12 10'-0" 12"
09N II�TiAR��r B
Q
o 0 0 0 0 0 o a o
(V
°
�
EGRESS
12" x 12" Concrete column
�
° block filled with concrete and
O
12) #1 bars vert. tied Into
I
OD
lintels above
Covered Porch
l] Provide screen infill below
Oif
if
ti LOJI1011 1100110 ° ° I I I lol°0
°
c
MASTER
UL=
BEDROOM 1 °
ao a� u
"
.
8 -O" to-9'-8' A.F.F.
F m n
8'-0" A.F.F. Vaulted C*eilrng
"'
a�
•
Flat Ceiling
GRE4"T
o
ROOM
I
G
O
"+
E
�
�
Rod t fielf 1
H_B_
Vanitiq to e i I
tv
4 i2 hig r
p
E
2" x 6" knee -wall 8'-Ot to 9'-8" A.F.F. N
rr r O I AC below counter top faulted Ceding
CLOSET
I DINING
is, - - - J ROOM CABINE Rod t shelf 8 /he F`
s,
UJI
o
Y
_ _
-' \
ATH � I
O
(]
° Vanity to be
F
I 34 y2"high
O
I (410) 9Y4„ 13'-03/4,,
0
Lo
O
High wall
'
Lo
<ITCHEN 3'-e° 1 0
Ven
Dryer
- � �
thro
h wall
0 L 1-1/2" - c+
i - -
8'-O" A.F.F. Over -hang
O N
- Flat Ceding °
°
Upper cabinets to D
ext rid over Ref. 3'-O"4" 10'-2" O
N
2" idler
4'-0"
I rI
°ef. E BATH
,
G _ rar� �p� _
O emng -Vent ---
Rod tShelf O °
"
R-II Satta nolation s N - E
w•H. a 1 ® O - - - -
4"0 Steel Ballard
# I
See detail on this s ae I
--- L /O
it
Provide auto - 24"
22" x 5,, li" O 1
N
closer Attic Access 6 1
L°]
I with light Q
L - - - - - J 22" _ 8'-0" A.F.F.
Flat Calling
150 Amp 4
c
It
Meter
_O" 13'-6"
Panel m
4
"
SECOND
to
Cq
GARAGE E BEDROOM I
EGREssY _
m
O
O -4" A.F.F. ° E MT1 IE31
°
Flat Cedingif
cv
F\O' o
Q
o
O
r-----------------i EGRESS
0
`r
Block wall in o
1 garage to be 1 = O °
1 struck block I T
12" x 12" concrete column block filled
I 4 -L 1 0RC with concrete and (2) #1 6ars vert. tied
0
O
into lintels aba eLA
1' 2"
O
chl°O 1010
H01
3'-5"
5'-2"
Install windows thru buck into
block with 3/16" tap -con with
11/2" penetration at V o.c. max.
from each corner and 20." ill max
thereafter at ,iambs and 20" o.c. max.
Exterior face at head and sill per product approval
of wall -\ / \ Buck to be I" x 4" FT
Detail at windows
I"x4" P.T. Buck nailed to
block with case hardened nails
prior to window attachment
NTS
INSTALL VULKEM BLOCK SEALANT
ON ALL JAMB, HEADER, AND
SILL BLOCK PRIOR TO BUCK
INSTALLATION
Exterior face
Attach buck to block wall with
1/4" die. Elco conic screws with min.
1 1/4" penetration at 12" o.c. max
and 4" max from each corner thru
2" x 6" PT Buck
Uetail at Uoor
crews thru jamb into buck
ige and 15" o.c. max and
prior to door attachment
NTS
STRUCTURAL NOTES
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/ 6X6 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.
GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER
FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR
FOUNDATION FLAN
8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY
FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS
9. DESIGN LOADS ARE AS FOLLOWS:
ROOF (DL+LL) = 41 PSF
WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I
EXPOSURE =licit
10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, t
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
I5. 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. GISS RATING.
I. Any changes to plans must be submitted to the architect
for approval before proceeding with construction.
2. Contractor shall be responsible for verification of all
notation and dimensions before starting construction.
3. Soil conditions assumed to be 2500 psf. Should any other conditions be
encountered, the architect shall be notified in writing for revision
4. Verify, all recess thickness at showers, tile, etc....
5. Contractor to provide filled cell with concrete and 1 45 bar vert. at 48"
o.c. max. Provide (1) filled cell on each side of openings upto 5'-11" wide.
Provide (2) filled cells on each side of openings from 6'—O" to 9'—I1"
and Provide (3) filled cells on each side of openings from 10'-0" and up
Contractor to see plans for any other condition used. Foundation Walls
shall have filled cells at 24" o.c. unless otherwise noted (see section)
L 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—l� and
A-35 specifications. ALL Anchors to be A-301 Steel.
9. Provide a minimum of 3" concrete protection at footings and
1-1/2" concrete protection at beams for ALL reinforcing bars.
#5 bar vert. w/ Thicken edge to 8"x8"
30" overlap SEE TYPICAL with concrete and
at each filled cell ECTIONS one 45 bar continuous
4" concrete slab with fibermesh OR GRADE
VxV #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill °D
�r
IF �
f I TYPICAL FOOTIN
=1111—
14"w x Mild concrete monolithic
I�Ifootmg with (2) #5 bars cont.
DETAIL
SCALE 1/2" = 1'-0"
4" concrete slab with fibermesh OR
6"x6" #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
395 bar cont.
Step per
,a foundation plan
2v
(2) #5 bars cont, bottom steel
10
L/ DETAIL AT (GARAGE STEPDOWN
IT x 12" concrete column
block filled with concrete
and (2) #1 bars vert. tied
into lintels above
Top of Tooter
14" below finished floor
...
SCALE 1/2" = 1'-0"
Verify house slab
height in field
30"x30"xl6" concrete
column footing with (4)
#S bars each way
COLUMN FOOTING DETAIL
SCALE: 1/4" = 1'-0"
Termite Protection for New
Construction.
Soil treatment used for subterranean termite prevention
inside the foundation perimeter shall be done after all
excavation, 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 by the Florida Department of Agriculture and
consumer services.
Protective sleeves around metallic piping penetrating
concrete slab on grade floors shall not be of cellulose
containing materials and shall receive application of
termicide in annular space between sleeve and pipe.
4" concrete slab with fibermesh OR
6"AV 410/10 WWM on to and Visqueen over
clean compacted termite treated fill
PORCH SLAB EDGE DETAIL
SCALE 1/2" = 1'-0"
#5 bar vert. w/
30" overlap
at each filled cell
Adjust curb height
based on gar. floor
slope.
45 bar in curb \
Grade
d , 1111=
4" concrete slab with fibermesh OR
6""" #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
o'-o" ® F.P.
14"
14"w x 14"d concrete monolithic
footing with (2) #5 bars Cont.
ARAGE CURB DETAIL
SCALE 1/2" = 1'-0"
2" x 6" PT wood secured with \
3/8"dia. x 6" anchor bolt at 18" o.c.
overhead door track secured to wood
jamb per manufacturer's product approval
Garage Door Jamb Detail
GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS
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 Tie Beam
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
Single Filled Cell COlumn
NTS
Filled Cell Masonry Column With One
#S From Footing To Beam Each.
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
Double Filled Cell Column
NTS
0
v-
14'-O"
r-
I X--'( I
MOTsa 9I
4 "THft&MITTAEJ
l --- -r
12° 10'-0"
12"
N
r----I
I °
I i Rear Patio/Slab — 1
to be poured separate lU
I 12 _g from the house slab. IL 81
AM
24" °i
Thicken footing to
FI 24% x Mild x 24"L 'n to 1 under filled cells r
under girder bearing. —
EJ Ell 19 Iola I I I I O I I I I CJ I I I 1 11OI
Rear Patio%Slab to-----------------�
be flush with bottom of
sliding door recess. FI
Slope 1/2"
I�
I II
I
IF
I
I I
I II
P
FI I I
I
a�34Yzyhgh to be
14" concrete slab with fibermesh OR
6"x6" 410/10 WWM on 6 mil Visqueen over I
° clean compacted termite treated fill
I Fl I
I I
I II
I
i I I F
I V It
1 °• FI I�
1 I�I I
FI °
pl °
I
4'-0° i 0 U.
Q — 0 O
#I ( 4"0 Steel Ballard
filled w/ Concrete 0 1 \—>
FS > I I col I
°I o 10 a� I
I V�� I I I
C
s E✓
° I o 3 I° O oo� FI
_ O
I a
—FI I
— — — ---- - --�C
LLI
X o a-
n- F41
T-2" 12,-6" N �"
L — F5 Recess for — — — — i r r
° ° ° ° Garage ISoor °0 O° I °——-- — — — ——
12" x 12" concrete column block fille
9'-0" 3'-5" with concrete and (2) U I bars vert.
into lintels above
II'-6"
36'-O"
R
FOOTING
SCHEDULE
Mark
Size
Description
FI
14"W
x 14"D
MONOLITHIC FOOTING
WITH 2 95 BARS CONTINUOUS
F
12"W
X 12"D
MONOLITHIC FOOTING
WITH (2) #5 BARS CONTINUOUS
Q
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
F5
14"W
With
x 14"D
Curb at Garage
MONOLITHIC FOOTING
WITH 2 #5 BARS CONTINUOUS - CURB S 0'-0"
Provide #5 bars with min. 48 bar
diameters overlap into beam. Tie
filled call steel into continuous
beam block steel.
Provide #5 bar set in pre -cast
lintel into beam where length of
the opening calls for it.
ROOF SHEETING
ATTACHMENT DETAIL
I. Minimum Nail Size = 8d ring shank (min. 2.5" long)
2. Minimum Screw Size = 48 x 2"
3. Minimum Sheathing Thickness 19/32" COX Pltgwood
4. Use nails or screws bas d on presspre for roof stated
in permit info box on t ese plans For zone 3
1Ce
Area
Edge
Field
Fastener
Max.
Pressure
Zone 1
411
`"
8d ring shank
45 psf
Zone 2
4"
6"
8d ring shank
14 psf
Zone 3
4"
4"
8d ring shank
84 psf
** Zone 3a
I 6"
6"
#8 wood screw
112.5 psf
** Use nails or screws based on pres§ure for roof stated
in permit info box on these plans for zone 3
Verify with Plan J
Column to Lintel
"x 12"
nn Block
'J#1
Rebdr
Provide Cast -Crete
SUB-OB/OT precast
lintel set in mortar-.
Min. 8" Bearing
Provide PT Buck
i;; :•i
attached per jamb
details into filled cel
4" Pre cast
sill17
r.�
I ,
I.�.1 :7
i:•: .
"^-Poured Filled Call
Provide #5 bare with min. 48 bar
diameters overlap in filled cell. Tie
.diameters
cell steel into continuous
/ factor steel.
%..:..',`,:` Concrete Footing
(see factor schedule
'-" for exact sizes)
DETAIL AT WINDOW OPENING IN
CBS WALL Scale: 1/2" = 1'-0"
�r
N
SINGLE PLY REAR GIRDER TRUSS
Nail 2" x 4" blocking to vert. leg of
truss with 10d x 1.5 nails at 4" o.c.
Install Simpson MGT into wall using
5/8" dia. threaded rod set min. 12"
into wat beam and (22) IOd nails into trues
i. Overlap " TRUSS BLOCKING DETAIL
Attachment AT GIRDER STRAPPING
AT CENTER BEARING POINT
NTS
1/8" thick light textured stucco installed per
ASTM C 924 over ASTM D tgpe 2 paper backed
wire lath nailed to substrate through one layer of
ASTM D Tgpe 2 felt paper using 8d nails. Substrate
to be 19/37 COX Plywood nailed at 6 o.c. in field
and edges with IDd ring shank nails into studs.
ulf Coast Suppig and MFG 5v Crimp Metal roofing FL #11451.12
IL ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5'
w; d screws with self sealing washer at 12" o.c. max spacing over ASTM D
(type 2) 30 lb felt underlayment installed with min. 4 side laps and 6" end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
$paced 6" o.c. at all laps and two staggered rows 12' o.c. in field. Attach
deck to trusses using attachment detail on this sheet
oe Additional Precast Lintel
tt5 bare e
BEAR
Lintel
Length
Bar
Length
Clear
Span
u u
A
Bars
11 u
B
Bars
:''•
i 1 i 1 i 1
2'-10"
2'-8"
1' -6"
2,#3
none
3'-4"
2'-2"
2,93
none
BF8-OBAT SF8-I1BAT SF8-I13/2T
Additonal
4'-0"
3'-101,
2'-8"
2.93
none
tt5 bars
CLEAT
4'-6"
4'-4"
3'-2"
2,43
none
,e,%1..,�.i,
i:•�rr me Row of "H" •.'„r?::
Block Above [; j>,
5'-4°
5'2"
4'-0"
2,43
none
.;i.' Precast Lintel .��,irC:
5'-10"
5'-8"
4'-C
2,44
none
r el
Additional �`. i
6 4
5 -41,2,#4
none
tt5 bars
1'-0"
4'-2"
2,45
none
8FI6-IBAT 8FI6-IB/2T
e'-4"
7'-10"
7'-0"
2,45
none
NOTES:
ALL reinforcing steel is grade 40.
I. min. coverage of stee1=1.5'
2. min. bearing required 6 ea, end=8"
3. standard for reinf. ateei=ASTM ALI5
TYPICAL LINTEL SECTION
( PRECAST CONCRETE )
LiNTEL SCHEDULE
Mark
Window
or D
Unit
Width
Lintel
Size
Cast -Crete
Specification
Rows of
'He Block
Above
a "
Bottom
steel
8me
Top
Steal
s17e
Max
Gravrtg
Load
(PLF)
Max.
Uplift
Lead
(PLF)
Max.
Lateral
Load
(PLF)
L22
2'-2'
3'-6'
8FO-OBAT
1
#5
3069
1564
1024
L31
2'-1'
3;_B.
4'-O"
SFe-OBAT
1
#5
256I
136S
143
L45
4'-5'
5'-10'
SF8-OBAT
1
#5
1105
909
339
L50
S'-O"
v-6'
or8-OBAT
1
#5
1238
835
121
L60
L'-O"
T-0
BPS-OBAT
1
85
1011
121
S34
LBO
8'-0"
T-4"
BPS-IB/2T
1
#5
2
#5
152
Sell
512
L90
T-O'
10'-6'
8P8-I5/2T
1
#3
2
#5
(43
530
401
L90B
T-O'
10'-6'
BFIL-I13/27
ONE
I
US
2
85
1533
1189
401
LI00
10'-O"
II'-4'
8P8-I5/2T
I
#5
2
#5
582
494
452
LIOOB
10'-0'
11'-4'
8FI6-I5/2T
ONE
1
95
2
#5
13L6
1028
452
L120
12'-0'
13'-4"
8P8-18/2T
1
#5
2
#5
411
428
324
L120B
17-0'
13'-4"
BFIL-I15/2T
ONE
I
#S
2
#5
1015
110
324
L140
14'-O'
IS' -4"
OF16-6/2T
ONE
I
#5
2
#5
1250
L09
254
Llbo
IL'-O"
11--4"
1 or8-0/2T
1
#5
2
#5
300
M2
1 144
LIOOB
IL'-O"
IT-4' 1
8FI6-I13/2T
ONE
1
#3
2
#5
1 950
500
1 194
- ALL LINTELS SHALL BE MADE BY CAST-CRETE.
- LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE
- REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING
LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ.
REQUIREMENTS
- LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED,
12
Simpson HETA 20 or equal 4
hurricane anchor at each truss
with (10) IOd x 1 I/2' male
( 24" o.c.) sup tft g Max.�
18101bs. a lift
Aluminum Drip "
Edge t Fasciaatta
I/2"
12" t from
2" x 6" Sub-Fasci harm
into
Kalican full o vent vimgl starlit installed
using 1/8' dia shank x 15' long gals.
roofing nails with 3/a" dia. head per
product approval - ase chart sheet #1
12" x 12' concrete column
block filled with concrete
and (2) #1 bars vert. tisj_ —
into lintels above
thicken adge to 8"xS"
with concrete and
one #5 bar continuous
BEYOND
Top of Tooter
IL" below finished floor
on
Aluminum rip -
Edge E ascia
Flash and Counter
flash
Nail ledger to
gable end trusa
with (2) IOd [is
at each web
hi —rib lath
vertical wood
s to provide
.ration Into
3/4' penetration
members
5/8" thick light textured
stucco on typical concrete
block construction
Varies - see plan
#5 bar vert. w/
30" overlap
at each filled cell
Rear Patio/Slab to
be flush with bottom of
sliding door recess.
Step per foundation plan
�I a Slope per foundation plan
M III III .
I I I 1 i 3 T
Brace Gable end
with 2' x 4" SYP #2
Oft back nailed to bottom
Of top chords using (2) IOd
nails at each truss
PRE-ENGINEERED WOOD TRUSSES
e 24"o.c. TYPICAL
( shop drawings by manufacturer )
\R-30 blown fiberglass
in bottom chord of trusses
I/2" drywall 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 cont. for bottom row over openings
1/2" drgwall over I" x furringg
strips of 14" o.c. with R4.1 pi -foil
insulation on typical 8" Block walls
All drywall to be installed per FBC R?O:
and shall meet all pertaining ASTM codes.
a Mortar to be Type "M" only proportioned
and Mortar goints shall comply with FBC F
Provide Dur-O-Rock at all wet areas (e),
Fill cell with concrete and
(D 95 bar vart. (typical).
Max. spacing shall not exceed
Wood 48' unless otherwise noted
Base see foundation plan notes for
spacing at openings
4" concrete slab with fibermesh OR
VxV 910/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
I I I__I I I l=l I III__I I I 111=1III— \ FI
14"
Ical SeCtIOn at Front Fort
a
a
as
s
O�
rn
tY
C:
<i�is
° a
a
a
2s
a ai
0o
a
v
pQ
EC=
to to
sy
F_
El
Brace Gable end
with 2" x 4" 5YP #2 min.
aft back nailed to bottoms
of top chords using (2) IOd
nails at each truss
r FBC R601.1
D1.2.1.
showers, tubs etc...)
R
W
:ri:
Strap truss to wall
using Simpson MGT with
Simpson
HETA 20
5/8' dia.
threaded
rod with min 12" embedment
hurricane anchor
at each truss
into beam
(22) IOd
truss leg
either wet set or in epoxy with
nails Into truss. Add blocking to
per detail on this sheet
( 24" o.c.)
HETA 20 1810
supporting Max.
Ibs, uplift
6�
was
0 ON
wroraLl
VIA
Gulf Coast Supolu and MfG 5v Crimp Metal roof,noF
s rows with self sealing washer at 12" o.c, max a
)of 2) 30 lb felt underla=ainntsta edc with min- 4'
side laps and V end
i astened with corrosion n aos and with
1.25' ring shank nails
no attachment is sheet
WE
PANE
NEW@
Fe
f:
OOF FLAN
I
W
Ln L
0)
Q
LURE
IV
LU U-C:
W in
Z vl
rya
z
LU d_U
I
W fL
O
1L u)
0
LU
— OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET
— ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET
— 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
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
PANEL
"A"
Poles
BR
Load
Wire
Description
tire#
tire#
Description
Wire
Load
BR
Poles
2
40
l.0 kw
#e
A/C comp
1
2
AHU
#10
3.6 kw
30
2
3
4
2
30
4.5 kw
#10
40 gal. waxer HTR
5
4
Range
#6
12.0 ka
50
2
l
g
1
20
L8 kw
#12
Pump
9
10
Dr er
#10
9.0 kw
30
2
11
12
1
20
I.5 ke
#12
13
14
Dishwasher
#12
1.2 kw
20
1
1
20
1.5 kw
#12
Microwave
15
16
Refrigerator
#12
1.2 kw
20
I
i
20
1.5 kw
#@
Kitchen S.A.C.
m
18
Racepts
#12
20
I
1
20
1.5 kw
#12
Kitchen S.A.C.
19
20
Racepts
#12
-
20
1
1
20
L2 kw
#12
Clothes Washer
21
22
Recepts
#12
-
20
1
1
20
0.81 Its
#I2
Garage Door Opener
23
24
Recepts
#12
20
1
I
20
1.4 kw
#1225
21.Racapis
#12
20
1
I
20
1.92 kw
#12
Zl
28
Recepts
#12
20
I
1
20
#12
General Lighting
24
30
Racepts
#12
20
1
1
20
#12
General Lighting
31
32
Recepts
#12
20
1
1
20
#12
General Lighting
33
34
Exterior GFCI
#12
-
20
1
1
20
#12
General Lighting
35
Bathroom GFI
#12
ZO
1
1
20
#12
Smoke Detectors
3l
38
General Lighting
#12
-
20
1
1
20
#12
Bathroom GFI
39
40
General Ligh"
#12
-
20
1
s are
11
42
S are
PANEL "A" LOAD CALCULATION SHEET
Load Description
at .
Watts
Total(Watts)
General Lighting (3. watts sq Pt,)
Small. Appliance, Circult(a) , , , , , , , , , ,,, , , , , ,, , , , , , , , , , , ,,
.Range .. .................. .................. ........... ..
Refrigerator ................................ .................
Microwave ........................ ....................... ....
,Dish . Washer ...................................................
......................... ..............
Clothes,.Dryer................................................
.Water. Heater ................. ...........
Water. Pump ...................................................
Garage. Door .Opener .... . .......... .. .
1135
3
5,205
2
1,500
3.000
1
12,000
12.000
1
1.200
12OO
1
1500
1500
1
1,200
1.200
1
1200
1200
I
5,000
5.000
1
4 500
4,500
1
1,800
1800
1
810
810
Total Watts
311415
First 10000 Watts e100%
1
10,000
10.000
Remainder 21.415 940%
1
O
10,966
Electric Heat or A/C 10,000 945%
1
10.000
10,000
Calculated Load
Watts
30,9LL
Voltage
240
Calculated Wattage Divided by Voltage = Total Amps 129.03
Panel Size Required = 150 Amps
r
Electrical S mbol Legend
S
Single Pole Switch
®
Recessed Can Light
S3
Double Pole Switch
®
Eyeball Recessed
ills
Push Button Switch
Exhaust Fan
Duplex Outlet
Ceiling Mounted Light
_0
Special Receptacle
C-
Wall Mounted Light
mmme
W=1 ground fault circuit
Light with Pull Chain (attic)
®
Floor Duplex Outlet
@
Computer Connection Jack
Carbon Monoxide Detector
4&
Flood Light
TQ
Thermostat
m
Electrical Panel
Central Vac
rcEi
Electrical Meter
®
Smoke Detector
Ceiling Pan
®
Television Jack
Telephone Jack
nc Disc
A/C Disconnect
®
I x 4 Florescent Light
®
2 x 4 Florescent Light
s
Speaker Hook -Up
I❑
Intercom
14"1 CFM
IOxlOx6
149 CFIs
IOx10x6
`1t
e� IB2�Axl0
9 CFM
Vent_t#�ru ___-
SON 1t �ATH
E l�
Covered Porch
I
G R E,4 IT
ROOI
(
I
12xl2AO
B/A
e.i C nter Registers
a 1 208 C o� calling fan 208 CFM
,_1 IOxIOx I \"x IOxlOxi
N IDI
o �
I
12"
DINING
ROOM
73
/
ssamr� ,,
Attic Access
with light
I •
150 Amp
GARAGE
r---------------
®= JUNCTION BOX TO SUPPORT A PAN
O THERMOSTAT LOCATION �IECH/4NIC�4 Y O U T
B/A = BALANCED AIR
Electric Notes: SCALE: 1/4" 1'-0"
I. Use copper were 2g11 no aluminum. 1-1. It is not the intent of these plans to show ever minor detail
2. ContProvra and were ail required smoke detectors. of construction. The contractor shall furnish and install
3. Contractor to verify location of electrical all items for a complete electrical system and provide all
service and provider. 4. ALL addle fans shall be on a rheostat. the requirements necessary for the equipment to be placed in
p
F. proper working order.. ALL bath and kitchen receptacles to be GFI protected. 18. All work shall be done In accordance with the N.E.C. and
6. ALL exterior outlets to be WP/GFI protected. shall comply with all local codes and ordinances, and shall
8. AFCI receptacleess are required in all rooms except
1. Recessed cans be installed per NFPA requirements. meet all standard requirements of the local electric utility Kitchen, Bathrooms, and Garage. and telephone company.
9. A/C Return Air Balance Must comply w/ FBC RM1602 in 19. The electrical system shall be completely and effectively
sleeved i C grounded as re
10. A/C in Brant lines that are run thru slabs must be the latest edition of the N.E.C.
Vrequired b y
11. ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underwriters'
12. All work shall be performed bg a licensed electrical labels where applicable.
contractor, the completed system shall be full operative.
13. Contractor shall pay for all -Pees, permits, testing: and 21. All equipment and panel sizes shall be verified before
inspections including blower testing where requiredd ordering. The contractor shall provide circuit routings to
14. All work shall be coordinated with other trades to avoid suit the Job conditions.
interference with the progress of construction.
15. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for on the plans
against the public liability and property damage for the or as selected bg others.
duration of the work.
16. Contractor shall guarantee all materials and workmanship 23. All raceways and pipes placed in or through any concrete
free of defects for a period of not less than two years from slab shall be spaced a minimum of three diameters of the
the date of acceptance or certificate of occupancy, or one largest conduit or pipe from any other service.
year from closing sale of house.
Correction of defects shall be completed without additional 24. All exposed wire below T-I" shall be installed in metal EMT
charge and shall include replacements or repair of any conduit.
other phase of installatron that may have been damaged. 25. Dryer Vents to be installed per FBC RM1502
SECOND
BEDROOM
j � 112x12x8
x-�x B/A
H.e.
Vent thru
Soffit
MASTER
BEDROOM
i
y
a
12
Exhaust Duct
Thru Soffit
4" Exhaust
Duct Thru
Wall
W.P. G
Install owlet
under disc. /" N
's
not shown FJ
clarity
COVERED
PORCH of
A/C disc.
AM
#2/0 Aluminum feed MC
I ih" Conduit � PANEL
M TE
AHU
2" PVC ( FPL
2" rigid service FPL Bare #L coppsf wire
g to #5 cont.' 4%ar in slab
ELECTRICAL RISER
- Contractor shall use AL-CU Landing lugs- NITS
- Contractor shall torque lugs I.A.W.
manufacturers recommendations which
shall be verified prior to construction
A/C
°$Jo-r ZL�6JbAB
ON THIS PERMIT
/ Covered Porch
Inl
1
� I
GFI
..� I (thl1
arbon G R E ,t T
etector ROOM
I
I
I
I
II
II
II
II
I I
/ DINING
ROOM
I I
i� I y�
/I KITCHEN I'
- WL .-H. §mgkIs ( CA/r®/4s
Monoxide Detector
/24" 3'-2" 3-2" Combo 8
Sop-- B 4,
T1
50 CFM
4 GF N
42"h GPI
22" x 54" , 1�..�Op Cente
Attic with Access
es st
L L t-
15 0 AMR Optional
Meter Panel PCq panel location
Pull chainl
� fight in attic
GARAGE 4211h GFI
CLO
Garage
Door
Opener
r-------------
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I I
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COVERI<P1'
F-T Pb12-C H
ELEC i RICAL PLAN v
SCALE. v,.
Braden It
Braden AIA, FA
Architects
- Planners
411
S.E. Coconut Avenue
Tel :
(112) 281-8258
Fax :
(112) 281-8283
E-mail:
brad enaiaOcomcast.net
Attic VentInCl Calculations FBC 2309.1
Total Attic Space = 212-4 sq. f t.
Venting Ratio 1/150 = 1-4.16 sq. ft. required
Provide A Continuous Vented Soffit
Post Light with
Photo cell I
6'-3"
a�
Exhaust Duct
�Thru Soffit
Wire For
Front Post
Light
Wynne Building Corp. Date Drawn ; Revisions ; Sheet
5-24-I8
THIS STERLINGREAR Drawn by:
PORCH C.C.U. E -
Spanish Lakes LEFT Checked by:
St. Lucie Count(J Florida D.R.S.
OF 5
Comm #
A=LIFE SAFETY WARNING
This symbol identifies life Safety Warnings that should be read
given special attention �y all persons installing trusses.
I I
30' Span or less Is 30' to 60' Span
0 degrees Spreker ar
or Igss
�- j /2 ' a9—APProx 2/3 to _�
T g Line span Opprox. �i^e t/2 of Span
REFER TO BCSI REFER TO BCSI
Truss must be set this way ifcrane used. Truss must be set this way if crane used.
l
Truro i. an e.—Plc. your true. may not match. This is an example, truss may not match.
�nsist crane operator sets truss this Iway Insist crane operator sets truss this way.
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERI
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMII
® IF MULTIPLE PLY.
For Truss to Truss
Connections see
hanger/connector
schedule in engineering
package)
Carrying Girder
Nails must be as
shown. Guide tabs
Dome angle nails.
SEAT PLATES BY CHAMBERS
z
to
a
a
12
4.00 r—
12 2.00
8�
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
END DETAIL: TYPICAL VAULT
12
4.00 r-
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
TYPICAL END DETAIL
INDICATES LOAD BEARING
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-0-
ABi VE FINISHED FLOOR
TRUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL_
A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18'- 24' IN LENGTH
,A Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers - -- T,
5PAGING NOTE
ALL TRUSSES ARE TO BE SET
AT 2'-0) ON CENTER
EXCEPT AS NOTED
AIR HAIV�1—�F� hJOTIE=
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.
All load bearing walls, headers,
beams & lintels must be in place
at indicated height before trusses
A are installed. A
14'
22'
I I
) 1
I
I�I�Imi120
nimII��I�I
F
I
0010010,11111
AA
N/_
Miss
WORD0041
Islas
PAP
1
GI
e `V"WEBS AT CENTER
IS
1
i
TRUSSADS PER
10
�'_
110,
PAN
P"
11100
�A
I
V L
I
C, Lfl
DONT LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
22' 14'
I I I
r
INVERTED'V' WEBS AT CENTER
W/9' B.C. PANNEL LOAD W/ (2)
50# POINT LOADS PER TRUSS FOR AnVU
NIMI=IIII�
I
A3
I
1
1
A4
I
1
AS
1
A5
1
1 - - -
A5
1
1
t
AS
A5
1
AS
1
AS
ATA
ATA
ATA
ATA
ATA
ATA
ATA
ATB
ATC
BHA
0
FThm
ABRICATION AGREEMENT UesE9 CANNOT eE IFTARTED UIML TaEaseDs
Wei deealpdon otthe l)h)P6 p whuenee m,..,, tva bRETMRNED
made �in
, �re.�e at ilt, ,� demta, t,..t 1,mar 1, o l� tla d!9gta'tt by04
to
wis
M dNialekrn It tlds IeYold fbkr
have been vebytry teWerslWtedtAAie Witten riada a provided by amII1marm cn.me.ts rlun Y tn. andenVn.d rb.t wi1tM, notloe a b.nhh.d Cn.rnba. etm.rdisB b.ve flea. bue,e d•r. a wNa,
gin repaba regWrad arm sutts9Wm orhecito job it is•reoWta"�bydelivelyPortion �cnr.T la.n,e')"°rtht�n,mthe job alto for dsrml,e aa�)othe
rysr b rospawlpte {eraddilloniiii N Tnwq vAl be resporgl6le for duony.Njab eIt. to jobeftag
riot for daItVa,r rc Cbtine m roaF nePonemte m =Tnw mar m rbqw 1. ria pnv*d mofIICe ae QI01N, � paragrepl, T bebW IU ng �Yotd A St 0 (Mf tiwnAs mr rsNebrl. a' m�• e made
ob 6 a PURCHASE tD. or If
ORDER m �Trues '•Ifrv' • t> . t wta ee mWe oa err w Petenft Of
y of Abrlcated buue., TM tsM ay. be made at .dnedided dale bf "my M byer cenrrol accgl• fee 1'r wpodBty t, every WMWned spree. m PaY Chambem,Tirim nw mbb
gip• wa be added fo . ,.Over' OflpoWma i t hot III made. t•t4 %Per month se,4.
&j%W eorinh�ea m feeh..tao, da.a;, ,teatmermm.bereb,
6 In cauWeratlor, of Gwnlxn role. eyder.*V age for fhb maee<W the andenlign.d
WMIWIngly guarwdll" PaYeient when due of any and all kxWbfedi,e.. owed to
*W"*s Tmn by.•nY smey rsedWp metabd end the pay such
Indlebtilidnessk,Gutllnp •14?meys face, If detest In Prymaa tau" aWbe to
by e,e10. In the .
ny 11110stIon
Or pv,,** � "o hweln, 00f�r"tng � apr•emem the Item. MNsbed hen under
the Patke aSaint Loeb Couittly, paide.g ee tlut thevwm (Or anti, such action will
b i Daegrt r porptt are txr'Nationat stmdam And Remnurended guidelines on
kNsvrtemrlles For Catemxtlp, lA V Metal Plate Corviected Wood Tnueee
1NSVfPWVTCA4-2ugQ"" ..
DATEp
sroNm -
F� _—�TTTLE - • , ,
.., a;nsidsrbtrma rbars*#odperwBCE 9-03"bplageliijuybdanape .
Muttlpla ply trlrases must be fastsntsd together perOng lneedng
r>store they are sets failure to dos* can reiulti roof collapil e.
Temporary and Permanatst bm g are required and can saw Itre
and property and Is the respolnalbtilgr of the t rini s erector,
Study the contents of the Infom a Ion packet Included on delivery
before setting buss".
7hsseenittetbeaatardbracedperdelsigrtDpinhier kr$
Theses must be set plumb and aquars
Do not set bunks or stack of plywood, rooting material or arty
poi cob"n rated loads on tnimses, this can cause collapse.
DO -NOT SET TRUSSES USING THIS LAYOUT
USE LAYOUT UE AFEREG yulrrl TitussEs TO SET TRUSSES
CHAMBERS iT'RUSS INC _
3106 Oleander Avenue
Fort Plerce; FIOrlda 3082-6423
800-551'-5932
- FortPlerce 772-46ti-2012 Fax e 7iZ-485.8711
Vero Beach 772-5041 12 $t Rua¢ Ns representative's
u'-'• nta... nYwuCGtlQTpll a )^"g approvA. is NOT a
iOu a check" of the contractor_
+e contractor shall remain responsible easurements and
for checking fists m
other con 5trUction Criteria. Architect's
approval cowers ,general roof shape,
review of 'trap ra
structure from 't pping' and loading on
g and uplift loads and
the res c ve locatio
Approved 13 /
- .._—.__��
92.0/93.2 MITEK 4.2 Uate:__ : /6Bradc -
DESIGN CRITERIA, '`a jA"A.'—A. f'
County SAINT LUCIE
Building Department ST LUCIE COUNTY
Wind Design Criteria ASCE 7-2010
Wind Design Method MWIFRS/C-C hybrid Wind ASCE 7-10
Roofing Material Shingle or Shake
Loading in PSF Roof R.D.L.
'o d I Top Chord Live 20
m s Top Chord Dead 7 4.2
on
e Bottom Chord Live 110 Non -Concurrent
Bottom Chord Dead 10 3
c TOTAL Load 37 7.2
` d, Duration Factor 1.25
w m
a Wind Speed 165mph
cc 0
Top Chord C.B. Sheeting by builder.
0 Or Bottom Chord C.B. Sheeting by builder.
to Highest Mean Height 12'-0"
v Building Type ENCLOSED
Building Category II:Non Restrictive
Exposure Category C
Barrier Island No
Conforms to FBC 2017
rc.u.L =rcesvammcr ueaa Loa. c;.B, =Continuau Bracin
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Building Designer and/or Engineer of Record.
Chambers Truss Inc. Drawing Name: M11412
W Scale: 1 /4 =11
73 total trusses, 18 different trusses.
MI 4: RLC ACAD: RLC Reviewed By:
�^ Date:11/14/16 Revised:10/23/18
I I I I I I I I I I
v J FOR
15'-10• ' S' 4• I 3' 4• ' 1r 6- I ' ire• ' 3'-a• ' S' a• WYNNE DEVELOPMENT CORP.
GARAGE LEFT GARAGE RIGHT DESCRIPTION:
STERLING
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
18 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M11412 q is fgwd'�
"•
/II�I�Ii111�1119�
11
11
11
0A AV IVA
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