HomeMy WebLinkAboutApproved PlansrN
General Roofing Dotes
Roofin to be composed of and attached to pre manufactured
wood trusses as fellows:
Fiberglass shingles certified for project area with (6) fasteners/
tab fasteners to be corrosion resistant annular ring shank roofing
nails.
Felt underlayment (min, ASTM 0 226 Type 11) with 4" min. side and
and laps, fasten with coorosion resistant annular ring shank nails
---
at 6"o.c. In laps and in staggered rows spaced 12"oc, in field.
if is < 4/12 (2) layers 15# felt
roof pitch Install
if roof pitch is 4/12 or greater, install (1) layer 30* felt,
—
7/16" c.dx plywood deck instal ed with staggered joints & Gl clips,
nailed to trusses with Sol corrosion resistant annular ring shank nails
spaced max 6"o.c. throughout, except max. 4"o,c. at gable ends.
2 i48,1 T
All roof trusses are to be pre -manufactured assemblies provided by
:9 -50,0
a licensed wood truss fabricator with seperate drawings and data
prepared for actual project conditions by a Florida registered
professional engineer certified for truss design, Any deviation from
the proposed plans as shown regarding placement or bearing shall
be brought to the attention of :he truss engineer prior to fabrication
of the trusses. The truss manufacturers certified layout shall govern
_
-----: after fabrication.
Let Elevation
The handling, erection, and fixing of wood trusses shall be in
accordance with the specifications contained on the certified mfges.
drawings and data.
scale: 1/4" _ 1'-1Y'
All engineered headers and truss hangers to be provided by the
truss manufacturer.
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cc
cy
+4.0
C47
+46.1
-50.0
_
Right Elevation
scale: 1/4" = 11
Front_ Elevation
scale: 1/4" = 1'-0"
General Foundation Notes
Concrete shah be a minimum of 4" thick ove, clean, compacted,
termite treated fill and 6 mil polyethylene vapor barrier.
If concrete slab contains 6" x 6" 10/10 V✓WM provide 1" coverage
Concrete shall have at minimum compressive strength of not less
than 3,000 p.s,i.
All 90% hooks are to be extended 10" minimum beyond 'the turn.
Field bends are to be done cold and the diameter of the bend,
measured on the inside of the bar, is not to be less than six
bar diameters.
Minimum coverage for rebar shall be 3" in footings and 1 1/2" in
bond beams. Hooks may be rotated horitonitally if required to
achieve minimum coverages.
Reber overlap shall be 48 bar diameters, 3W for 05 rebar
The foundation design assumes that the soil has a minimum
load carrying capacity of 2000 11
In the event the soil bearing capacity falls below 2000 1 This
foundation plan may be superceded by Foundation Design Engineer.
Satisfactory compaction test of fill does not verify lower soils are
adequate.
All specifications and dimensions to be verified by contractor.
All exterior slabs shall slope a minimum 1/8" per foot for drainage
D
Splitting or cracking of structural components due to Installation of
hardware is not permitted.
Unless otherwise noted, the Installation of specified hardware shall
conform to the truss manufacturers installation Instructions and
standard practice.
ELECTRQCAL LEDGEND
SURFACE MOUNTED LIGHT FIXTURE
----r )---- SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE
(} SWITCH DUPLEX OUTLET
C7 PUSH I3UT'V•ON
IFootin, retails
14" x 18" mono, footing
with (2) #5 rebar cont
12xy25no.footing
ti
oongth(#
4"
18"
12„
. .
12"
14"
MONO" WGE FOOTNVG
MONO" EDGE FOOTING
20'-0"
EXISTIING RESIDENCE
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I 3/4" recess at I
I door location
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4" 3000 p.s.l. concrete
slab with 6 x 6 10/10
F-1 wwm or fibermix over F-1
1 6 mil, vapor barrier and
I clean, 95% compacted,
fill
I I
TERMITE TREATMENT REQUIRED
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Slope for
Garage dr.
L
F-1 I - - — _ R _ _ _ F-2 _ _ _ _ F-1
mi
12" 1 112"
16'-0"
Foundation & Footing Fula
scale: 1/4' = l'-0"
GENERAL REQUIREMENTS
General contractor Is responsible for all labor, materials, utilities, testingq,
waste removal, storage, securing of site, accomoda-tion, transport/freil;i t,
and all other cost related to the completion of this project„ unless explicitly
identified here.
Owner is responsible for all municipal re ated charges such as Impact
fees, and water connection, except building permit fees, which are to be
included in the construction bid,
General contractor to check all drawings for errors and ommissions and;
bring them to the attention of the architect Prior to starting any work, or
ordering any materials of the respective divion of work, if such errors
and ommisslons are not reported in wrltingto the architect, any resulting
damages or costs shall be born entirely by the general contractor.
Architect is not responsible for the contractors method or means of
construction.
General contractor is to keep the site in a clean and safe state through
out the course of construction, On building turnover, general contractor to
clean all surfaces so as to be free of dust, grease, stains, scuffs, etc,
Unless otherwise noted, the installation of specified hardware shall
conform to the manufacturers instructions and standard practice.
All plans and drawings are not considered complete until they have peen
reviewed and approved by the Building Department and the building permit
has been Issued.
No attempt has been made to delineate all conditions and details. The
Contractor must visit the site to establish the complete scope of work
and conditions affecting that work.
If the proposed building area exceeds 72P s.f,. AIII windows are to be provided
with shutters to meet the missle impact requirements in accordance with
the Florida (3uilding Oade 20'4, if the proposed building area is less than 724 s:fi,
shutters are not required.
Top plates on all wood frame bearing walls to be minimum 24" long. All structural
lumber to be #3 grade or better
Electrical Schedule
Breaker
Circuit
Deal
Volts
Load KW
Tr Pole
Wire
Cond.
Remarks
apsre dra
Lis & Recent
120
- 24 Kw
20 A f P
2 #12
9/2"
Isting
n
Lts rs< Reoept
120
2A KW
20 A 1 P
?- 012
Ti
Total
4.8 KW
4800 W , 20.0 Amps
240
Electrical contractor to veri all equipment loads pprlor to
start of construction. Electr cal contractor to repaiculats
alectrcal schedule If bads are to be modified
"SernpsW Connector Schedule
Truss
iD
Bearing
Point
Truss
Uplift
Connector
ID
Connector
Uplift
Fasteners
AM399#
A
1.1f0
905#
2) $d nails to
plate 111 (s) sd
nails to trues
A02GE
A
<300#
1905#
—
(8) 8d nails to
plate & (8) So
nails to truss
B
A02GF
Each
Vertical
<300#
MSTA18
1115#
( e each t v2
each eta
EXISTING 11E6IDEN0E
Remove Existing
Overharl
A01
2 x 4 laterals
A01 across bottom
cords at 1/3
points of span
A01
A01
A01
A01
A01
A01
A01
402GE — — - —
2 x 4 blocking (I
bottom cords and
gable end bracing
(see detail)
Roof FrarniN Plan
scale 1/4" = 1'-C"
F'r(�iU�c�t Data
Project Name Attached Garage
Street Address; 7808 'McLliniock Way
City: Fort St. Lucie
County; Sr, ILucle..
State: Florida
quildlCode
2014 Florida Building C>odeli,lplesidential
(r
Florida BuildingCo-'- Data
Use Group: Assembly Croup I Utility St Miscellaneous
Type of Construction: V Unprotected
Building Variables; (FDG Table
503) Allowed
Provided
Building i-leight in Feet:
40 ft.
12.0 ft..
BLAI&g Height in Stories:
1
1
Building Area/Floor Area:
3000 s.f,
440 s.f.
Occupant Load:
400 sf, / 200 m 2
Occupants
Egress WIdth; Z per person x
2 .44"
0,40
Length of Bead End Corridor:
N.A.
Maximum Distance to Exit:
3004'
20,0'
Minimum dumber of Exits;
I
1
p M ,ate* _
Pre Eng. Wood
Trusses 24"o,c,
Max.
12" Typ-
SOIL_ STATEMENT:
Foundation shall be designed for a soli bearin capacity of 2000 },s.i.
Fill shall be laid In layers of 60. Each layer to ge compacted to 99%
compaction,
if the contracltcr encounters, while digging the foundation, env
discreppancy to suggest the sail may be Inadecuate, he must
immedlately report It to the owner and the Architect or Engineer
so as to order a soil boring test.
Window poor Flashing Dotes
At the exterior window and door opanir flashing shall
extend to the surface of the exterior we finish or to the
water resistive barrier for subsequent di a. Flashing
at the exterior window and door openings shall be installed
In accordance with the window and door manufacturers
written flashing Instructions.
Scope of ' fork
Attached frame two car garage
Buildin Data
Occupancy 'Type:
Group I, l
Construction 'Type'.'
IV
INuTlbeir of Stories:
pine
Number of Seats:
[N.A.
Roof Live Load: 20.0 p s.f.
Wind v.peed: 160 MIT
�Jind Importance Factor, 1.0
Building Category: H
Wind Exposure:
Internal Pressure Croefficent: .18
Structure Designer.l: Erlollosed
Soil bearing capacity: 2000 p,sf.
E X 1 8 1 1 N G RESIDEN0E
Window & Door
_ locations may
24 s.h. vary (Min. 24
from wall corners)
Typical
optional
__—
File Copy
OONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILP OF THE
CONTRACTOR OF REGARD
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
'"�`' MAY BE NECESSARY IN ORDER TO ..
COMPLY WiTHI ALL tPPLICABLE CODES;
ST.LIT( 'Sv' nv _T!•'ai nMSION
REVIF�N mil) FO Ob"F;,1A_NCU
YcEvvtv�1(S1G uFViI U r'7
DATE
PLANS E HT MUST BE KEPT ON JOB
OR NO INSPECTION WILL BE MADE.
Provide (2) 2 x 12 SYP
with 1/2" plywd. flitch
header --
Electrical circuits
to be wired from
existing house i
panel
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Provide (2) 2 x 12 SYP
with 1/2" plywood flitch
header
to optional
coach lights
24 s,h.
16-W 2'-0" l
Min. Minim
Floor & Electric i'lan Total Buildable Area: 400 s1.
scale: 1/4" w f-(r
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4/17/?I Plain Revir
drawn
AFL
_ - checked
date
—3Pc0M
scale
as noted
job number
traac
Shoot
-
,
STEP 1
Stick FashHoriinntoveral �i &—
Door Frame. Extend flashing
back full width of framing
Door Frame Secured
to wood framing as, per.
manufacturers recomen-
ciations
TYVEK Building Wrapp
at wood frame locations
STEP 2
Vertical Peel
Wood Frame
Wall
Provide Sealant
Under Threshold
6"
Frame Wall Door Flashing
aqppply Horizontal Peel &
8t1ck Fishing over —�
Flange. Extend flashing
back full width of framing
Window Finnge Secured
4o wood framing as per.
manufactures recomen-
dations
TYVEK Building Wrap
at wood frame location
STEP 2
Apply Vertical Peel &
Stick IFashing over
Flange. Extend flashing
back full width of framing
STEP t
Apply Sill Peel & Stick
Fashinn over Flange. _
Exfand flashing back
full width of framing
Wood Frame
wall
Wood Fame
wall
Wood Frame
Wall
Ytood Frame
wall
�e
(2) 2 x 12 with 1/2"
Door Framii
scale: 3/4" ® T-0"
(2) 2 x 12 with 1/2"
plywood flitched
header
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N
rnl
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"E
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6"
u
Rough Opening
u
t6"
Window Framing
scale: 3/4" m 1'-0"
?) 2 x 6 top plate
/ith "Simpson SPH6
stud (6) 10d x 1 1/2"
) "Simpson" Ni
rith (14) 10d each at
tud to header
x 6 p.t, sill plate
th "Simpson* SP6
each stud with
D 10d x 1 1/2"
1/2" dia, anchor bolts
or 1/2" dia. 6" long
"Titers HD" anchors
with 2" square x 1/8"
washers
(2) 2 x 6 top plate
with "Simpson" SPH6
to stud (6) 10d x 1 1/2"
(1) "Simpson" MSTA18
with (14) 10d each at
stud to header
impson" SP6
each stud with
h 10d x 1 1/2"
2 x 6 01 sill plate
with "Simpson" SP6
at each stud with
(6) 10d x 1 1/2"
1/2" dia. anchor bolts
I or 1/2" dia. 6" long
"riten HD" anchors
with 2" square x 1/8'
washers
(2) 2 x 12 with
plywood flitche
header
"Simpson" MSTA18 Gable
Truss to top ,plate and
...:.h (4) 10d x 1 1/2"
each truss vert.
31r
(2) 2 x 6 top ,plate
with "Simpson SPH6
to stud (6) 10d x 1 1/2"
(1) "Simpson" MSTA18
with (14D 10d each at
stud to header
Simpson" LTT208 with
10) 16d nails to studs
and 1/2" x 6" "Titan HD"
vtith, cut washer to slab
i x 6 pt. sill plate
Nith "Simpson" SP6
at each stud) with
6)10dx1112"
k2arag Door Jamb
Typical Rrng, Meader retail
scale: 3/4" = T-0"
Fascia Cap fasten with j
.126" dia. x 1 1/2 long
roofing nail 3/6" hoad dia,
24"oc.
soffit panel
F channel fasten
.125" dia, x 1 1/2"
roofing nail 3/8"
16"o.c.
dia. scale:l
PRODUCT APPROVAL
Product
Opening Design
Pressures
Product Rated
Design Pressures
Manufacturer
Model Number
Approval
Number
Glass
Type
Attachment Method
Windows
+46.1- -50.0
+55.0 -68.0
PG1' Industries
Series SH-e00
NOA#: 15-0528.22
1/8"
Annealed
Jambs; 9" max. from corners and 21"o.c. and 8"o:c.
above and below meeting rail with #12 Steel SMS
'';Edge distance 9/16" and 1 3/8" embedment.
Soffit
+44.0 -30.0
+106.7 -33.3
Kaycan
12" T4 Ventfd
FL#: 1650,3
N;A
See Soffit Detail Page A-2
—
Siding
+41.2
+ 74.0
Style Crest, Inc.
Fairfield Seect
FL* 12231.6
1
1 1/2" long A Gauge roofing nails 16"0.0.
SwingDoors
+44.0 -57,5
+1- 67.0
Therms-Tru
Fiberglass
g
F L#: 5891.1
NA
ll 6" from corners & 14"o.c. at lambs. #10 wood screws
with 1 1/2" embed. into wood
Garage Doors
+39.2 -47.9
+42.0 -48.0
Clopay Bldg. Products
Windoode 'N7
FL#: 5684.3
N.A
5/16" x 1 5/8" lag screw at each jamb bracket
Rooting
GAF
3 Tab Shingles
FL*10124-R19
N.A.
(5), 1 1/,f" long roofing nails per shingle min.
Fiberglass shingles over
felt as noted on 7/16" c.d.x, -
plywood decking. See roofing
notes
Pre engineered
wood trusses
24"o.c.
2 x 6 cont.-
fascia, wrap
with alum.
Alum, drip
min. 4" lap
Vented
soffit
Vinyl siding over 15/32"
c.d.x. sheathing9 installed
vertically (No Floriz. Joints)
Fasten sheathing with 8d
nails with 4"o.c. ad as and
6"oc. in field. provide blocking
as needed -�
Tyveik house wrap
over sheathing
1/2" dia, anchor bolts
or '/2" dia. 6" long
"Titer HID" anchors
with 2" square x 1/8"
washers at 32"o.o,
max. o.c. and 64-\
from corners
2 x 6 1 sill plate
with ,Simpson" SP4
at each stud with
(6) 10d x 1 1/2"
2 x 4 !blocking at 4'-0"o c.
starting from ridge between
both top and bottom cords
for two truss spaces from -
gable end
See truss shop - - -
drawings
12
2.75
"Simpson" H10 fastener
at each truss with (8)
8d to truss and (8)
8d to top plate
t12) 2 x 6 top plate
with "Simpson" SPH6
to each, stud at 16"0.0.
With R10) 10d x 1 1/2"
xtalls
2 x 6 SPF studs
at 16"oc. max.
4" 3000 p.s.i. concrete
slab with 6 x 6 10/10,
wwrn or libermix over
6 mil. va or barrier and
clean, ,9?(%, compacted,
fill-
Zo Min,
I
See fooling
details
icail ` all Section
scale: 3/4" T-0" T
2 x 4 diagonal "x"
bracing at ridge 1�„
with (3) 12d each
and
(2)
Continuous 2 x 4 Lateral
bracing at 1/3 points of
span.. Nail with (2) 16d
each truss btm. cord
Continuous 2 x 4 bracing
naiied to top plates with
16d at 12"oc.
Cable End Brad _Detail
scale: 3/4" m T-O"
bo
a
Alum, drip edge
min. 4" lap
\_1 x'6 wood with
Alum. fascia
\,Vented
soffit
Gable end truss
by truss mfgr.
/16" c,d.x �alywcod
with 8d nails 4"o.o.
2x "L" web stiffener
as required ;by the
truss mfgr.
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21.4
11111
date
4/17/17
Review
nents
Simpson" MSTA18 truss
to top plate or alined
drawn
stud with 04) 10d x 1 1/2"
s.L
located at each truss
--'^chackaa
Vertical
`(2) 2 x 6 'top plate
date
a 2o/rr
with '.Simppson' $,PH$
- ----
to stud (6) 10d x 1 '1/2"
scale
as noted
lob number
f%o3Ct
sheet
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