HomeMy WebLinkAboutREVISION - PLANSPERMITTING INFORMATION (FORM 100)
Florida Building Code Residential: LTH Edition and ASCE 1-10 for Wind Loading
Building Design is: Enclosed Risk Category: II Wind Speed: ILO mph ultimate
Mean Roof Height: " Roof Pitch: IL:2
Internal Pressure Coefficient: ±O.18
Subjectabilitg to damage from: Weathering: Negligible Termites:Veru Heavy
Width of Roof End Zone: 5'—L"
Wind Exposure Classification: B
Adjustment factor for Exposure Height Using Allowable Stress Design and
Load Combination per ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+O.LWL
Exp Height Ad j Factor: 1.00 x Load Combo Factor 0.4 = 0.4 applied below
Components ! Cladding Wind Pressure (NET) Roof Zone: I. +I1.0/-21.0 psf
Roof Zone: 2. +11.0/-48.0 psf
Roof Zone: 3. +11.0/-10.0 psf
Components t Cladding Wall End Zone Width: 5'-4"
Components t Cladding Wind Pressure (NET) Wail Zone: 4. +30.0/-32.0 psf
Wall Zone: 5. +30.0/-40.0 psf
Components t Cladding Wind Pressure (NET) on Garage Door: N/A psf
Shear Walls Considered for Structure? es
Continuous Load Path Provided?Yes
Are Components an Cladding Detai s Provided?Yes
Minimum Soil Bearing Pressure:2,500 psi. Presumptive: X By Test: psi
This Building Shall Have the Following:
APPROVED SHUTTERS: IMPACT GLASS: X BOTH: NEITHER:
it
THAN 242 PITCH s8
GABLE ROOF PROM
242 TO 12J2 PITCH
1711 - Roof Zone I ED - Root Zone 2 Corner Zones
Wells Zone 4 Wells Zone 5 Roof Zone 3
END ZONE
x Lo plate
pp
5/8" drywall ceding on
truss bottom cord
Z
LO
U
w
J 1/2" drywall on
U 2" x 4' studs at IL" o.c.
Finish to match existing
r
2" x 4" P.T. bottom plats
4" concrete slab with fibermesh OR O
Typical baseboard VxV 410/10 WWM on L and Visqueen over
clean compacted termite treated fill
Interior Non -Bearing Partition
Scale: 1/2" = 1'-0"
Product Approval Submittal Affidavit
Opening Sohedule Swing Doors, Overhead Doors, Sliding Doors, Windows do Skylights
Opening
Type
NOA/FL
NUMBER
Product
Model #
Manufacturer
Glass
Attachment method
]:EST
xpiration
settee
Des aNressure
o! Approved Tests
1•
11499-R5
Single Hun
g g
M.f.
Impact
MI window
systems
5/1b"
1/4" dia. tapcons w/ min. 1 3/8" penetration to be
spaced per product approval. Contractor shall adhere to
min. edge distances specified in Product approval
+
_ 80.0 PSF
2
FLU 22401
Sliding Glass
Door
Series 100
SGD
MI window
s stems
y
I" nom
Type GSA
1/4" dia. tapcons w/ min. 1 3/4" penetration to be
spaced per product approval. Contractor shall adhere to
min. 2 1/2" edge distances specified in Product approval
+ LO.O PSF
_
3.
FL4 5891.2
Inswing
Impact
FiberLast
French
Therma Tru
3e 1G roduct a "rove ons iu/ in. 1 1/2&halpeadhnetration
edpaced
distances atae in approval. g
+ 45.0 PSF
Product
NOA/FL
NUMBER
Model #
Manufacturer
Attachment Method
Expiration
Date
Design Pruessure
of Approved Tests
Mullions
FLU15353-R5
mUIIS
MI window
systems
FLU 11115.1
5V Crimp Metal
24 ga
Southeastern Metals
Southeastern Metals 5v Crimp Roofing installed per approval
over Polyglass peel and stick underlayment over 19/32" CO,$Opf
sheeting nailed to trusses per nailing pattern detail on roof pl
n
-11.0 psf Field an
perimeter.
-93.5 psf corner
Siding
STUCCO
ON BLOCK
5/8" Thick light textured stucco on typical
Concrete block construction
Soffit
STUCCO
ON LATH
5/8" thick stucco on 3/8" Hi —Rib lath attached to
horizontal and vertical wood framing with nails or staples to
provide no less than 1 3/4" penetration into horizontal
wood framing and 3/4" penetration into vertical framing
n erla
ent
FL5259—
21
pO1yg1dSS
PEEL AND STICK
u y ui ing ode Compliance Office / Product Control Division
I have reviewed
the above and
approved it by my seal below. ( Architect or Engineer of Record )
Diagonal bracing to be
2" x 4" to $pan
8'-0" from gable and
nailed to each trust
2" x 4" PT Braci
Expansion Anchors
19/32" COX plywood sheeting
nailed per roof sheeting attachment
detail on roof plan sheet
Soffit and fascia - see
typical section for exact details
2" x 4" sub -fascia
1/8" thick light textured stucco
on lastic lath over 2 Layers of 151b felt
on 19/32" CDX plywood nailed 4" on edge
and 12" in field w/ IOd gale. nails
Concrete beam - see schedule on roof plan
GABLE ENDWALL DETAIL (12")
NTS
5/8" thick stucco on metal lath
nailed at
L" o.c. field and edge - typical
12
3 1 SLOPE
O.C.
mpso NTS 16
�r to beam each en
(2) 2" x 12" Wood Beam
box out beam w/ Ix
LX4 pt post
PORCH CEILIN&,, 1"/19
FRONT ELEVATION
N
RIGHT SIDE ELEVATION 1/411
12
SLOPE G
Q
Soithee
p
ro
product
fing
5tern
nder
Met
ppro
yme
Is 24
al FLU
t o
ga
II
r 19
5v
5.1
32"
imp
ver
CD
etal
ofyg
ply
Roofin
ss
ood
I
if a
ttac
tall
here
ed
to
trusses
p
r sh
etln
att
hme
t diagram
r
r
fpl
LEI
LEFT SIDE ELEVATION
1/2" x L" wedge anchors AT 24" OC
IOEDGER TO BLOCK
3 1 SLOPE
REAR ELEVATION
5/8" thick light textured
stucco on typical concrete
block construction
/ 4 11
5/8" thick light t
stucco on typical c
block construct
1/14"
12
SLOB! I L
EVIEW RED FO
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CODE COMP
S.T. I_U IEC O
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Attach window to block wall with
VI dia. x 3" tap -cons with min.
1 1/2" penetration at 12" o.c. max
and 6" o.c. max from each corner thru
I" x 4" PT Buck
Exterior face
of wall —�
Detail at LlndoLus
Exterior face
of wall—\
"x4" P.T. Buck
2 sides t header
NTS
Attach door to block wall with
1/4" dia. x 3" tap -cons with min.
1 1/2" penetration at 12" o.c. max
and 6" o.c. max from each corner thru
1" x 8" PT Buck
\I"x8" P.T. Buck
2 sides t header
Detail at Exterior Doors
NTS
Southeastern Metals 24 ga 5v Crimp Metal Roofing installed
per product approval FLU 11115.1 over Polyglass self adhered
roofing underlayment over 19/32" CDX plywood attached
to trusses per sheeting attachment diagram on roof plan
Simpson HETA 20 x equal
hurricane anchor at each truss
with (10) IOd x 1 1/2" nails
( 24" o.c.) suppporting Maxim
18101be. upldt
Galt' -Alum Metal drip on
I"x4"Drip on�
I" x 8" Fascia on
2" x 6" Sub -Fascia
5/8" thick stucco on 3/8" Hi -Rib lath attached to 1
horizontal and vertical wood framing with nails or staples to
provide no less than 1 3/4" penetration into horizontal
wood framing and 3/4" penetration into vertical framing
I" x 2-" screen vent at 8' 0,C.
5/8" thick light textured
stucco on typical concrete
block construction
#5 bar Vert. w/
30" overlap
at each filled cell
R-30 Blown InsUlatlon
PRE-ENGINEERED SCISSOR TRUSSES
at 24"o.c. TYPICAL
Q"h p drawings by manufacturer )
5/8" drywall with smooth finish
1/2" drgwall over I" x furring
strips at 16" o.c. with R4.2 fyfoil
insulation on typical 8" Block walls
All drywall is per FBC 102.3.1 and
shall meet all pertaining ASTM codes.
Mortar to be Tygge "M" onI .
Provide Dur-O-Rock at all( wet
areas (ex. showers, tubs etc...)
Fill cell with concrete and
(l) #5 bar vert. (typical).
Max. spacing shall not exceed
32" unless otherwise noted
see foundation plan notes for
spacing at openings
bas4" concrete slab with fibermesh OR
board
4, #IO/10 WWM on 6 mil visqueen over
clean compacted termite treated fill
Grade
14
'—rrTT
= o III III_
-= oo I6"w x 16„ d concrete stem wall
with (2) #5 bars cont.
footing h
#gg averse bare a t 2 o.c.
and 5 transverse 3
TYPICAL SECTION
Scale 1/2" = 1'-0"
O
b
30' -C
24'
r - - --
Thicken ed' to 8"x8"
with concr a and
aone 45 bar I ontinuous
1 w
--——————————————— —
�yp�— �J ='� ui _0FIII cell with concrete and m I �� ILIp
#5 bar Vert. (typical).
Max.
o
I Mspacing shall not exceed
32" unless otherwise noted
1 see foundation plan notes For w
spacing at openings a I m
I I
I w Wetsr
0
w
I °lei o
16"w x I6"d concrete monolithic IT IF
I footing with (2) #5 bars Cont.
i
I and #5 transverse bars at 32" o.c.
t REF I
'I -i
I°
�I
® 911-
�I ° 1
2.
Filled Cell Masonry Column With One
#5 From Footing To Beam.
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
Single Filled Cell Column
NTS
OD
i
Filled Cell Masonry Column With One
#5 From Footing To Beam Each.
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
I-41
-41
0 AiC
-i I oD
41
I I
I to ---
„Ills1 6" X 6" PT ood Post on
4 concrete slab with fibermesh OR I
I 6"x6" 410/10 WWM on 6 mil Visqueen over I L- i U"x36"x12" concrete olumn footing
clean compacted termite treated fill I I with (5 1*5 bars each way
I tep I v
I I Thicken)Edge to 8"x8o
I o with c61ncrete and
I o one #5 1 ar continuous
Fill cell with concrete and
Lpea
Vert. (typical). t o I 1 N
ng shall not exceed _
L_
otherwise noted 16"w x II concrete monolithic i I
tion plan notes for footin with (2) #5 bars Cont.
openings Ag------------and —transverse bars at 32 o.c.-- J
_ o I
Oi O i) m TT i i i i i i i i l OD
r
m I Thicken edge to 8"x8"
= o I with concrete and o I
- one 45 bar continuous
r----1
I I I 171, T—
— i
-- — — — —
_J r---
i
L___ J" X 6" PT Wood Posi-on J L__
36"x36"x12" concrete column footing
with (5) 45 bars each way
23'-10"
30'
FOUNDATION PLAN
I I
I II
REVIEWED FOR
CODE COMPLIANT
E ST. LUCIE COUNT
BOCC
II II O
m File Copy
L------__--
30" min,
Corner Steel La
FOUNDATION
NOTES: SCALE: I/4"
1'-O = "
I.
Any changes to plans must be submitted to the architect
EpAt�
for approval before proceeding with construction.
2.
Contractor shall be responsible for verlflcation of all notation and
dimensions
prior to start of construction.
M
I IISSG�C�
3.
ALL Concrete used for slabs shall be 3,000 PSI concrete min., and
ALL Concrete used for vertical filled cells, continuous. tie beams etc..
to
shall be 3,000 P.S.I, concrete and/or 4,000 P.S.I. grout mix min.
4.
Soil conditions assumed to be 2500 psf and stable. This shall be
confirmed
Contractor shall remove
by 95% dry soil density test which shall be provided in writing to
this firm by
Owner/ContlwalbEso"eded for new lintel
prior to start of any construction.
5,
Verify all recess thickness at shower floors, all floor finishes as selected
by
Provide Cast -Crete
owner, door sills & thresholds etc.... prior to placing any slabs.
eua-I set i porter —
lintel set In mortar
6.
Contractor to provide filled cell with concrete and 1 45 bar vert.
at 32"
Min. 4" Bearing
o.c. max. Provide (1) filled cell on each side of openings up to 5'-11"
11
wide.
n
o
Extend filled cell
up into beam
Provide (2) filled cells on each side of
openings
from II to 9 —II
css WALL
e
and Provide (3) filled cells on each side of openings from 10'-0" and up
1
Contractor to see plans for any other
condition
used. Foundation walls
Provide Ne
Bucks attar
shall have filled cells at 2-1 o.c. unless
Otherwise
noted (see section)
VERT. #5 bar
1 C
-
iamb details
existing fella
1. Contractor to provide for Form Board
Survey —
Form Board Survey
to be provided to Truss Company prior
to truss
construction
:!
I '
See plan
for size
8. ALL Reinforcing steel shall be grade 60, meeting ASTM A—l6 and
A-35 specifications, ALL Anchors to be A-301 steel. Pour sill blocks
solid for window f ,
9. Provide a minimum of 3" concrete protection at footings and attachment I
1-1/2" concrete protection at beams for ALL reinforcing bars. J ,
PT
d per
ito
c 11
l ''I
.I
nts
Dowel (1) #5 bar
w/ 25" min lap
and 6" embed
3
ete Footing
nts
New Lintel shall
have min. 4" bearing
I each aide of new
opening
WALL
Provide new filled cell
on each side of opening
10. Contractor to provide the Architect with truss shop drawings including I:I I
ALL truss cut sheets showing ALL truss reactions prior to START See foundation plan I I
OF FOUNDATION WORK for strap and footing size verification. DETAIL AT WINDOW OPENINGS
II. Concrete stoops shall slope away from house Scale: 1/2"=1'-O"
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Comm #
18-236