HomeMy WebLinkAboutBuilding PlansMETAL ROOF PANELS OVER
PEEL&STICK UNDERLAYMENT OVER
Climatic & Geographic Design Criteria
Project Data Building Data
'
19/32" CDX PLYWOOD Weathering: Negligible Termite Area: Very Heavy Project Name: Krueger residence Occupancy Type: Group R (3
Ridge SEE CONNECTOR
SCHEDULE Flame Spread Index & Smoke Developed Index Street Address: T.B.Di Construction Type: V { „�
12 City: Ft. Pierce Number of Stories: One
n Flame Spread: Not to exceed 25
PRE ENG. WD. ]nsulatioCount St. Lucie Project Area: 1,
TRUSSES 24"c.c. VERIES Y j 230 s.f. U)
Mean R30 GATT INSUL• Insulation Smoke Developed Index: Not to exceed 450 State: Florida p F n N
r - � 11'-T GALV. DRIP EDGE ON Building Code j. L. W � TTT Roof Wall Finishes: Not greater than 200
1 x2P.T.ON2x.6 g Z M
FASCIA Ceiling Finishes: Not greater than 200 Scope Of Work V
2020 Florida Building Code: Reside t al L �
New one level Frame single 2017 National Electric Code NFPA 70 `t
Y
family residence f. . — Lu00
o
1 (2) 2 x 6 TOP PLATE { . (D d ^
J ❑ CEMENT PANEL SOFFIT WITH SP6 AT EACH STUD
WITH 8' x 18" SCREEN WITH(6) 1Od NAILS Design Loads Area Tabulation -� li r
VENTS 8'-0"o•p. 1'-6„ _ ._ Q ..
Roof Live Load: 20.0 p.s.f. Living 990 F-
2 x 6 STUDS 16"o.c. Floor Live
Load: 40.0 ps.f. Porch 240
Z
a
Wind Speed: 150 MPH >N` LU
0
Wind Importance Factor: 1.0 Total 1230
F.F.E. Building Category: II
0.00' R79 BATT INSULATION J
Wind Exposure: C N p
CEMENT SIDING Cubic Volume 91 46 C.f. � LU M
Internal Pressure Coed en :.18 t c t
EXTERIOR FINISH
Structure Designed: inclosed �
ao Soil bearing capacity: 2000 p.s.f.
ONE LAYER OF HOUSE V J
WRAP OVER PLYWOOD
N
5/8`"CDX PLYWOOD Q) >
FASTEN TO STUDS Q
PER NAILING SCH'DL. FASTEN SILL WITH 5/8"x 8 0_ U
'- WEDGE BOLTS WITH
r
1/8" x 3"WASHERS 24"o.c. 3 0
IJJ �I N
3
8 1„ �
C
9„ 8-2„
FE] 2 x 6 P.T.SILL PLATE ~ 0 (U
WITH SP6 AT EACH STUD 3'-0" 2'-0"' p tC
WITH (6) 10d NAILS C.) O Z N
W
WOOD B ASE FIFE
GRADE
MIN. 'v Ic"
- Po ¢. 00
25 s.h. 25 s.h. HB ', T
4"" 3000# FIBERMIX-CONC. Egress Egress
cv .. OVER .006 VAPOR BARRIER
ON CLEAN, COMPACTED -
TERMITE TREATED FILL 15' 2" (2H ader2 f 1 2868 10'-2" 0
Pocket 1
V-6" MONO, FOOTING
12"x 24-NonH32 Cing.
WITH (2) #5 REBAR 1
Functional Louver Bedroom m Safety
y
a S
Typical W��I_ Section. 3/12 Cing.
"�- Safety
,h,xy� Linen _ - -. '
Class..
-1 z'4 Frlete _ ." - ( Load Cab. an 4Tem8" aM wall
r Bands o a I Walto
l
r. Load
METAL ROOF PANELS OVER U I w
PEEL & STICK UNDERLAYMENT OVER
19/32i" CDX PLYWOOD
--
SEE CONNECTOR 6' 6"" 4'-6"" 3'-4" Craft Ro01Y1; 25 s.h.
SCHEDULE I 8'-1-Cing. Egress
2868 Load 2868
PRE ENG. WD. 12 A.C. Cord. Pocket w l Pocket
CementPanal'Siding TRUSSES_ 24'c.c. 2.6� onconc. pad - -- O
with 1 x 3 vertical trim Open
at 12' o.c. GALV. DRIP EDGE ON
I x4Trim at I x2P.T.ON2x6 z
Comers, Windows, FASCIA
and Doors M
(2) 2 x 12 U (2) 2x 12 25 s.h.
Header 2668 Header Egress L,
r--� (D Pocket � IT-6" W
22""x 36"` i in a t ' 5, 5„ 1,_�- 5,_10„0o
U
n Access 8_1„ I -� Tankless M Z
L _ O Clnl B'_1 "" Water Htr. uJ
�.
3068
STUCCO CLNG. Cing. Pocket 5068 Q Se
HB ar
(2) 2 x 12 BEAM WITH 1 /2"
PLYWD. FLITCH BETWEEN d ti I rOPt�I w/d w`
CEMENT PANEL SOFFIT H 1 NAI - ih I SinkJl ❑ W a)
Left Elevation FASTEN PLYS WIT 6d LS
WITH 8" x 18"' SCREEN
scale: 1 /4"" = V-0"' VENTS 8'-0"o.c. 1 -6"" 6" o.c. WRAP WITH SIDING Y Wm g m O r
o tHB
a GreaRoom
bbN o Kitchen of
+J
E E M w 3/12 Cing. l!� 1 V
0 _, y 8'-1_Cing. Ref. O
mE���
4 x 4 P.T. POST a"-o 9 ih Ceiling Ridge
WRAP WITH SIDING X r E cv cv I Range &
FASTEN BEAM TO COLUMN Exh. Hood Q Vent (�
WITH (2) MSTA18 WITH (14) 10d 1 18'-11" 2'-0 3'-0', 5'-1 " 0 Thru
PER STRAP w Wall
l o I
Beam
1-d.w' l d --_J Pocket
e. U I
- -
date .revision'..
- - -
Soffit to Top
00 25 25 25
23
of Window II
II PI n R r'w
COa ev e
scll.h. s.h, s.h. 7/28/21
co s.h. I I �� Elev. Targets
❑❑ � II IV,)
ABU44 POST BASE WITH (1) Porch REVIE4VED FOR r.
5/8""x 6"" WEDGE BOLT & (12) o
j I 8'-0""Cing.
1sd To POST � CODE MPLIAN
❑ ❑ I I from F.F.E. �y drawn
FFE I I ST. LU 1E COUNTY'a.i.
e II
GRADE d II CD chocked
❑ ❑ I
v
-- —------- ------ a
M LL-----------�-- ------ —�---------_ZC_---------1_I M ,date
4' 3000# FIBERMIX CONC. 3/29/21
OVER .006 VAPOR BARRIER scale
ON CLEAN, COMPACTED
• TERMITE TREATED FILL sa noted
Front Elevation " Job number
3 5'-4'" 2'-2"' 1'-11" 4,_1„ 1,_6„ 2,_6„ 5-0 2'-T" 4'-11 3 20057
scale: 1/4" V-0"
SEE FOOTING Floor an
,.DETAILS .Weer
FlPlan
scale: 1 /4„ V-0" A-1,
Porch Detail
FILE COPY
,
x
0
PLUMBING NOTES:
Plumber to consult with contractor and equipment ordered
for rough in dimensions.
2" v.t.r.
2" v.t.r.
Verify all dimensions with the floor plan. The floor plan 2" Lay.
dimensions dictates all other dimensions on other sheets.
LAV 2".v.t.r.
Do not scale drawings, if any conflicts arise, contact the
Architect or Engineer for clarification prior to construction. W.C. W.C.
All sanitary lines 2" or less shall have a slope of 1 /4"r per sink
foot minimum. 2"" v.t.r. I 3 Washer 3"" Shower
I
2", 2
All sanitary lines above 2" shall have a slope of 1/8' per 3"
foot minimum. , Sink .
Provide Anti -Scalding Valve in all showers.
Lowest living area floor elevation (refered as 0.00') to be 3", 2,"
set by a professional land surveyor to the required building 4"
department elevation, but not less than 18"" above the crown ° °
of the road. 4," 2",
Plumbingcontractor to provide a
is septic
P
system water hammer &shut off valve at
each fixture
Insulate all hot water lines
Plumbing Riser Diagram
4'
9 Typ.
O.H.
00
r - - - - - - - - - - - �� 3E 12N1 3R 3R I�2N 3E� -2E�1 3E'
6/12 6/12 2.5 /12 I 2E I I I 11 1 1
1 I 1 2R 2R I I 2N
2N
2N
6/12 -I---- - - - -
I" 3R 'v 2R 1 3R
I I 3R v 2R 3R
6/126/12 I - 2I - - - - - - 1-
"i I 1 I 2N
I 'I
I I � 1 II'
2.5 /12 I 2N 2N
-I - - - - - - -� I-
L------------� F3E 2E I3E
Roof Plan Roof Wind Zones
scale: 1/8" = V-0-
scale: 1/8" = 1'-0"
PRODUCT
APPROVAL
Approval
Product
Model Number
Manufacturer
Glass
Attachment Method
Building Rated
Product
ated
Number
Type
Design Pressures
Design Pr
ssures
Head: 12" max.: from corners & 30"o.c. max. Jambs:
FL 239.2
S.H. Windows
SH-5500
Singlehung
PGT Industries
Impact
12" max. from comers & 17.7" max. 5" each side of
meeting
g rail. #12 wood screw with 1 3/8" embed.
+33.5 -44.8
+/- 50.t1
I
Head: 2" max. from comers & (1) at center. Jambs:
FL# 17499.9
S.H. Windows
185 SH
MI Windows
Impact
2" max. from corners & (2) equal spaced at each side of
meeting rail. Use #10 wood screw with 1 1/4" embed.
+ 33.5 -44.8
+/- 55.Q
Glazed
6" from comers and 3"& 7"each side of center at head &
FL#: 17184.2
Swing Doors
Fiberglass
Plastpro
Impact
sill and 6-from comers & 14 1 /4"max. o.c. at jambs.
+33.5 -36.3
+/-150.0
Door
1/4" wood screws with 1 1/4" embed.
Fiberglass
Plastpro
Impact
6" from corners & 14"o.c. at jambs. head sill. 1/4" wood.
:
+ 65.0 -70.0
Onswing)
FL#: 17184.5
Swing Doors
Door
with 1 1/4" bed.
screws wembed.
+33.5 -36.3
+/-
85.0 (Ot�tswing)
Approval
Product
Model Number
Manufacturer
Attachment Method
Building Rated
Product listed
Number
Design .Pressures
Design ,Pressures
FL: 17443.1
Roofing#9-15
5V Crimp
JA Taylor Roofing
z 1" 000rosion resistant screw with sealing washer at each rib
12"o.c. in field and 6"o.c,along perimeter.
-35.0
-69:25
FL: 9777.7
Roofing
Underiayment
Weatherlock
Specialty
Owens Comin g
Direct attachment to plywood deck
-35.0
-142.
Fasten with ring shank nails with .090 shank, .215 Head, 1.5"long,
FL#: 13192.2
Siding
Panel Siding
James Hardie
6"o.c. along edges and field.
-35.0
-37.0
FORMWORK & SHORING
GENERAL FOUNDATION NOTES
No structural concrete shall be stripped until it has reached at least 80% of -
Concrete shall be a minimum of 4" thick over clean, compacted,
the 28 day design strength.
termite treated fill and 6 mil polyethylene vapor barrier.
Design, Erection, & Removal of all formwork, shores, & reshores shall meet
If concrete slab contains 6- x 6" 10/10 WWM provide 1- coverage
meet the ACI Standards 347 and 301
Concrete shall have at minimum compressive strength of not less
Contractor to verify all building setbacks prior to the start of construction.
than 3,000 p.s.i.
A formboard survey shall be submitted to the building department for
All 90% hooks are to be extended 10- minimum beyond the turn.
approval prior to pouring concrete.
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
SOIL STATEMENT:
bar diameters.
Foundation has been designed for a soil bearing capacity of 2000 p.s.i.
Minimum coverage for rebar shall be 3" in footings and 1 1/2" in
Fill shall be laid in layers of 6-. Each layer to be compacted to 95%
bond beams. Hooks may be rotated horizonitally if required to
compaction.
achieveminimum coverages.
If the contractor encounters, while digging the foundation, any
Reber overlap shall be 48 bar diameters. 30- for #5 rebar
discrepancy to suggest the soil may be inadecuate, he must
immediately report it to the owner and the Architect or Engineer
The foundation design assumes that the soil has a minimum
so as to order a soil boring test.
load carrying capacity of 2000 ps.f.
In the event the soil bearing capacity falls below 2000 p.s.f. 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
Wind Zones - Walls
F-1
F-2
18" x 18" mono. footing
18" z 16" mono. footing
with (2) #5 rebar cont.
with (2) #5 rebar cont.
18-
4„
4„
8-
18-
18-
MONO. EDGE FOOTING
INTERIOR STEP FOOTING
F-3
F-4
18- x 12- mono. footing
Recess 4" at Shower 6"
with (2) #5 rebar cont.
L'J
4"
8-
Rebar
18"
18-
INTERIOR FOOTING
TYP. SHOWER
RECESS
1
6-
4„ 2500#
conc. pad ?i
SIN co
�4
F-1 F-1 _4""
- - - - - - - - - - -I r-- - - - --�
IF-31
I I F4
F.-3
IF-31
(I I
(-------
F-3
l- 250a#
07
15'-10" 14'-2 1 M
F-11 IF-1
4" 3000# FIBERMIX CONC.
OVER .006 VAPOR BARRIER
ON CLEAN, COMPACTED,
TERMITE TREATED FILL
ASSUMED F.F.E. 0.00'
L
3""
I
I
I 15'-101,, 3,_3"" 10'-10 „ (
3„
EVIEWED FI
------------ ----------J
DECOMPLY
F-2 F-2 S
'1lN
LUCIE COU
BOCC
F-1I o IF-1
II
- - - - - - - - - - - - - - -
F-1
1
t=ILE
1
30'-6""
Foundation & Footing Plan
scale: 1/4" = V-0"
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date
3/29/21
scale
as noted
job number
20057
sheet
A-2
Flood
Light
Flood -
Light Electrical Plan
scale: 1/4" = V-0"
ELECTRICAL LEDGEND
-- lQ RECESSED LIGHT WITH LENS ® EXTERIOR & WET LOCATIONS
1 SURFACE MOUNTED LIGHT FIXTURE
TT—e SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE
UNDER CABINET FLUORESCENT FIXTURE
0 RECESSED INCANDESCENT LIGHT FIXTURE WITH EXHAUST FAN
CEILING FAN WITH LIGHT OPTION COMBO.
0 CARBON MONOXIDE
O EXHAUST FAN OUTLET SMOKE DETECTOR
O MOTION SENSOR
bTHERMOSTAT ON SWITCH
DUPLEX OUTLET - SWITCHED ® DOOR CHIMES
=Cr DUPLEX OUTLET SMOKE DETECTOR
M@k 220 V OUTLET
-(fi SWITCH -I'r TELEVISION
2 y 4 hottnm cord hracinv
Flood
Light
Bottom Cord Lateral Bracing
Meter
8'-1 "" t-- —
1/2- gyp.
Septic
Hook Up
w_
❑ ❑
-Flood
Light
F.F.E.
pre engineered
/trusses 24" o.c.
i
co
1
-p
1/2"" drywall 6
O
(2) 2 x 4 plate
with SP4 with
(6) 10d x 1 1/2-
at each stud
1 /2- gyp. d.w.
2 x 4 studs 16"o.c.
O
1
O
O
2 x 4 p.t. plate O
O'
with SP4 with
(6) 10d x 1 1/2"
at each stud
'Wood base
see footing
details 5/8" dia. wedge bolt
(3) #4/0 (THW) copper NOTINC with 3"" x 1/8 washer
7" embedment 24"o.c.
and (1) #2.round (THW) wau ON THIS OERMIT
copper in 2 galy. conduit
S7�gt4.�interior Brng. Wall Detail
Panel: 150 A.M.C.B. Ad
1,6, 3W 40 Circuit 150 Amp Pa.d
120/240 Volt Panel
Electrical Load Calculations
a.c.disc. /0 (THW) cop er 990 Living S.F. at 3 VA 2970 watts
U #2 kround ( HW) One 20 Amp Appliance Ckts. 1500 watts
r m 2 gale. c nduit Two Laund Cir @ 1500 watts 3000 watts
THREE WAY SWITCH �.. TELEPHONE
-1vw
One Range Top
8000 watts
DIMMER svnTGH o PUSH BUTTON
One Dishwasher & One Disposal @ 1500 watts each
3000 watts
5/8" dia. x 10'-0"
One Microwave @ 2000 watts
2000 watts
NOTE: RECEPTACLES IN KITCHEN & BATH AREAS TO BE 46- A.F.F.
long ground rod �
3/4"" copper
F.P.L. service
One Dryer @ 5 kw
5000 watts
water pipe
ALL 120V SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS SUPPLYING
OUTLETS THAT ARE NOT GFGI MUST BE AFCL
TAMPER PROOF RECEPTICALES MUST BE INSTALLED IN 120 VOLT, SINGLE
PHASE 15 & 20 AMP BRANCH CIRCUITS
OWNER TO CORRDINATE LOCATIONS OF TELEPHONES AND TELEVISIONS
IN FIELD WITH CONTRACTOR
Smoke detectors wired to 120V Bathroom lights
Non Switchable,Non .GFI.
Electrical contractor to verify all equipment loads prior to
start of construction. Electrical contractor to recalculate
electrical schedule if loads are to be modified
Electrical Notes
1. All loads to be checked by a Florida Licensed Electrician
2. All work to meet the National Electrical Code
3. Calculations and panels below are for sizing conduit and overall
building load requirements only
4. All conductors to be copper; all insulation to be THHN. Conduit as
follows: PVC below ground, Rigid from underground to service box
for exterior lights on building; AC, MC, or EMT conduit elsewhere.
5. Ensure min. 36" clear between equipment and disconnects, Typical
Two Ref. @ 1500 watts I WU watts
Two Baths @ 1500 watts each 3000 watts
Septic Hook Up 1500 watts
Water Heater 8000 watts
Total 39,470 watts
First 10 KVA at 100°% 10,000 watts
81-0" Remainder at 40% 11,788 watts
tie ground wire
to footing rebar� Total 21,788 watts
One AC Heat at 100% 10,000 watts
Electrical Riser Diagram Total 31,788 watts
31,788 W / 240 V 132.5 Amps
Use 150A Service
30-00-00
Roof Framing Plan
scale: 1/4" = V-0"
Hatch Legend
NAME
• e1 ;
Connector Schedule
Truss
Bearing
Truss
Connector
Qnty.
Connector
Fasteners
Point
Uplift
ID
Uplift
All trusses
to Frame
ALL
769 Max.
MTS18
1
1000#
(14) 10d x 1 1/2"
Valley
Supporting
Framing
(4) l Od
Trusses
<250#
VTCR
1
370#
Vail
Trussey
(3) 10d x t 1/2"
, 1 vgEv%' a I�
.00E C IVIPLI NC
T, LUCIE CO Nr
Truss Bearing Point Locations are numbered per the Truss Profile 13OCC
Sheets Provided by the Truss Manufacturer.
Connector Notes:
Do not substitute connectors
Do not sheath trusses before all straps are in place
Attach valley trusses and piggy back trusses, if present,'
to main trusses per truss manufacturer drawing.
Truss to truss connection by truss company, installed
per manufacturers specs.
Lateral forces perpendicular and parallel to wall has been
considered (less than 300 p.l.f.)
Contractor to approve temporary bracing to prevent toppling
of trusses, see HIB-9.
Other specs, if different from above, have priority.
Attic Vents Calculation
Attic Area: 1230 s.f. / 150 = 8.2 s.f. re uired.
soffit area = 51.5 I.f. x 1.RLE 13 0PY
Venting Provided:
8 x 18 soffit vent: 85 sq. in. each vent
15 Vents along overhang = 1,275 sq. irl.
1,275 sq. in. / 144 = 9.4 s.f.
l''
Total Ventilation Provided: 8.8 sq. ft.
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date
3/29/21
scale
as noted
job number
20057
sheet
A-3
Ceramic Tile
STRUCTURALNOTES:
Bottom Cord
Shall be installed in accordance with ANSI A108.1, A108A A108.5
All reinforcing steel shall be high strength billet steel and shall
of Truss
A108.6, A108.11, Al 18.1, Al 18.3, A136.1, & A137.1. Fiber mat reinforced
conform to ASTM A-615 grade 60 specifications. Lap continuous
reinforcing 48 bar diameters or 30" in beams and in slabs. Lap
backer shall be used behind wall applied ceramic tiles in the tub
bottom steel over supports and top steel at midspan. Hook�—
and shower areas and conform to ASTM C1325. Per Durock,
discontinuous ends of all top bars. Reinforcing steel shall have
cement board exceeds ASTM C1325.
a minimum of 1" concrete cover, or as follows:
BOTTOM TOP SIDES
G
Gypsum Note
2 x a top plats
Beams: 11/2"' 11/2"" 11/2""
Gypsum board shall conform to ASTM C22, C475, C514, 01002, C1047
Slab on Grade: 1 1/2"" 1" _
01177, 01178, 01278, C1396, or C1658 and installed per FBC residential
Structural Poured: 3/4" 3/4" _
Poured Walls: 3/4""
code. Per USG, Wallboard conforms to C1396.
_ _
Slabs exposed
to the weather 3/4" 1"'
Gypsum Board & Gypsum Panel Products
_
Reinforcing steel shall be detailed and fabricated in accordance
Gypsum board and gypsum panel products shall be applied
with the "Manual of Standard Practice of Detailing Reinforcing
""ACI
1/2" gyp. d.w.
at right angles or parallel to framing members. All edges and
Concrete Structures" and the current Building Code 318""
ends of gypsum board and gypsum panel products shall
occur on framing members, except those edges and ends that
All structural steel shall conform to current ASTM Specification A-36
2 x 4 studs 24"o.c.
are perpendicular to the framing members. Interior gypsum
board shall not be installed where it is directly exposed to
All wood in contact with masonry shall be pressure treated or approved
No. 3 Stud Grade
weather or to water,
w
separating material
All dimensions shall be verified in field by the contractor. If there are
Wall and ceiling gypsum board shall be fastened with screws
any discrepancies the Architect or Engineer shall be notified before
spaced at 12"o,c. Screws for attaching gypsum board and gypsum
proceeding.
2 x 4 p.t. sill plate
panel products to wood framing shall be Type W or Type S in
accordance with ASTM C1002 andshall penetrate thewood not
less than 5/8" inch (15.9mm) Gypsum board and Gypsum panel
All Design and Construction shall be inaccordance with the current
wood base
products shall be attached to cold formed steel framing less
American Concrete Institute (ACI). and the American Institute of Steel
than 0.033" 0 mm) thick shall be Type S in accordance with
Construction (AISC), The Florida Building Code and all applicable
ASTM C1002 or bugle head style in accordance with ASTM C1513
g
local codes.
Cased Hard Coil
and shall penetrate the steel not less than 3/8 " to 0.112"
(1 mm to 3mm) thick shall be in accordance with ASTM C954 or
Structural Concrete shall attain a minimum ultimate compressive strength
Nails 12"o.c. max.
bugle head style in accordance with ASTM 1513. Screws for
(Fc') in 28 days as follows:
attaching gypsum board or gypsum panel products to structural
Column Footing andWallFooting: 3000 p.s.i. OA0'
—F.F.E.
insulated panles shall penetrate the wood structural panle facing
All other concrete: ` 3000 p.s.i.
not less than 7/16'"o.c. (11.1mm).
Footing sizes and reinforcing are based on allowable soil bearing
Gypsum board used as the base orbacker for adhesive application
capacity of 2000 p.s.i. All footings shall bear in virgin soil. If this
Concrete
of ceramic tile or other required nonabsorbent finish material shall
is not the case, the Architect or Engineer shall be notified before
Foundation
conform to ASTM 01396, C1178, C1278. Use of water resistant
proceeding with the work:
gypsum backing board shall be permitted on ceilings. Water
Interior Wall Section
resistant gypsum board shall not be installed over a Class I or
Class 2 vapor retarder in a shower or tub compartment. Out or
Timber (Heavy Timber Construction)
exposed edges, including those at wall intersections, shall be
(a) Truss manufacturer shall submit signed and sealed shop
sealed as recommended by the manufactuer. Water resistant
drawings by a registered Engineer.
(2) 2 4
gypsum backing board shall not be used where there will be
(b) Wood rafters to have a Stress Grade of Fb=1200 p.s.i.
x
direct exposure to water, or areas subject to continuous high
(c) Roof members should be secured to the beams or other 70P PLATE
humidity.
structural components with hurricane anchors for wind uplift.
SP4 AT EVERY STUD
WITH (6) 10d NAILS
Vc.c.
All wood members shall have a minimum fiber stress in bendingSP4
(6) 10d
TOP &SILL PLATE
NAILS
Cold Formed Steel Note
of 1200 p.s.i. with 1/360 max. deflection.
Cold formed steel framing supporting gypsum board and gypsum
All bolted connections shall be 1/2"" Cadmium plated or better.
(2) MSTA18
04) 10d NAILS
panel products shall be not less than 1 1/4" (32mm) wide in the
Lag bolts to be used only. in shear connections with minimum
least dimension. Non Load bearing cold formed steel framing
4" threaded penetration past steel plate.
shall comply with AISI S220 and ASTM C645, Section 10. Load
bearing cold formed steel framing shall comply with AISI S200
Lag bolted conditions shall be drill tapped no larger than the
and ASTM C955, Section 8.
internal thread diameter and shall not be hammer driven.
Under Girder Trusses provide equal number of studs as girder (2) I2 x 12�jEADER
Wood Framing Note
plys at frame bearing locations BOND TOGETHER
WITH 16d
A(( T 6"c.c.
2 2 x 4 STUDS
Wood framing supporting gypsum board and gypsum panel
products shall be not less than 2- (51 mm) nominal thickness
in th least dimension except that wood furring strips not less
than 1" by 2" (25mm x 51mm) nominal dimension shall be
GENERAL REQUIREMENTS
permitted to be used over solid backing or framing spaced
not more than 24"o.c. (610mm)
All work to be as per the current edition of the Florida Building Code
and meet or exceed all applicable local requirements.
2 x 4 P.T.
PLATE
EXTERIOR CEILING
General contractor is responsible for all labor, materials, utilities, testing,
waste removal, storage, securing of site, accomodation, transport/freight,
7/8" Stucco finish over 3/8" high ribbed galy, wire lath fastened to
and all other cost related to the completion of this project., unless explicitly
framing members with No. 11 guage nails with 1 3/4" embed. with 3/8"
identified here.
=4
dia. head 6"o.c. max. edges to be tied and nailed at 9"o.c.
Install one layer of 15# felt to framing prior to installing ribbed lath
Owner is responsible for all municipal relatedcharges such as impact
B rn g. Header Detail
fees, and water connection, except building permit fees, which are to be
INTERIOR WALL FRAMING NOTE
included in the construction bid
Interior non bearing walls to be 2 x 4 studs 24"o.c.
General contractor to check all drawings for errors and ommissions and
Spruce, Pine, Fir (SPF) #3 Grade lumber or better
bring them to the attention of the architect prior to starting any work, or
or metal studs (25 Ga.) Crimper may be used in
ordering any materials; of the respective division of work. If such errors
lieu of screws.
and ommissions are not reported in writingto the architect, any resulting
i
damages or costs shall be born entirely by the general contractor.
THRESHOLD NOTE
Architect is not responsible for the contractors method or means of
construction.
At egress door (see floor plan) the max. hgth.
General contractor is to keep the site in a clean and safe state through
of the threshold shall be 1 /2"
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.
GENERAL ROOFING NOTES
Unless otherwise noted, the installation of specified hardware shall
conform to the manufacturers instructions and standard practice.
Roofing to be composed of and attached to pre manufactured
wood trusses as follows:
All plans and drawings are not considered complete until they have been
reviewed and approved by the St. Lucie County Building Department
Felt underlayment (min. ASTM 0 226 Type 11) with 4" min. side and
and the building permit has been issued.
end laps, fasten with coorosion resistant annular ring shank nails
at 6""o.c. in laps and in staggered rows spaced 12"o.c. in field.
If roof pitch is < 4/12 install (2) layers 15# felt.
If roof pitch is 4/12 or greater, install (1) layer 30# felt.
/+
SHEATHING '.NAILING NOTES
'ES
19/32" c.d.x. sheathing or equal installed with staggered joints
nailed to trusses with 8d corrosion resistant annular ring shank nails
Nailing Pattern Nailing Schedule
Ili
spaced max. 6"o.c. throughout, except max. 4' o.c. at gable ends.
All roof trusses are to be pre -manufactured assemblies provided by
Zone 1: 8d at 6 "o.c. field & 4"o.c. edges ROOF & FLOOR DIAGRAM
Zone 2E & 2R: 8d at 4-o.c. edges & field Use sheathing with #8 gun nails at 6"o.c.
a licensed wood truss fabricator with seperate drawings and data
prepared for actual project conditions by a Florida registered
Zone 3E & 3R 8d at 4"o.q edges &field at supported panel edges and #8 gun
professional engineer certified for truss design. Any deviation from
di i t 6" nails ao.c. at intermediate supports.
! !
the proposed plans as shown regarding placement or bearing shall
Pneumatic Nails
be brought to the attention of the truss engineer prior to fabrication
of the trusses. The truss manufacturers certified layout shall govern
ROOF SHEATHING TO GABLE END FRAME
Pneumatic or mechanicaly driven nails will
after fabrication.
be accepted under the following conditions: Use #8 gun nails at 4"o.c..
The handling, erection, and fixing of wood trusses shall be in
accordance with the specifications contained on the certified mfgr's.
Min. nails size 8d or larger ring shank with EXTERIOR SHEATHING
Min. shank diameter; .113
drawings and data
Min. Length: 2- Use #8 gun nails at 4"o.c, at panel edges
Min. Head Diameter:.280 Full Round and #8 gun nails at 4"o.c. at panel top and
All engineered headers and truss hangers to be provided by the
Min. Ring Diameter .012 over shank dia. bottom and 6-o.c. in field
truss manufacturer.
Min. 16 to 20 Rings per Inch
Splitting or cracking of structural components due to installation of
Note
hardware is not permitted.
Gun nails shall be permitted as an
Unless otherwise noted, the installation of specified hardware shall
acceptable fastener from any manufacturer
conform to the truss manufacturers installation instructions and
standard practice.
Wood screws meeting the same size requirement
may be used in lieu of nails without comment
2) 2 x 6 top plate
with 'Simpson" SP6
o stud (6) 10d x 1 1 /2"
1) "Simpson" MSTA18
with (14) 10d each at
tud to header
2) 2 x 12 with 1/2'
Plywood flitched
Deader
x 6 p.t sill plate
th "Simpson SPH6
each stud with
0) 10d x 1 1 /2"
5/8' dia. wedge bolts
with 3" square x 1 /8"
washers
Door Framin
SP6 at each stud
and 16"o.c. max. along
(2) 2 x 12 header
header. Use (6) 10d
with 1 /2" plywood
1 1 /2" long for each
flitch bond together
fastener
with 16d Co.c.
(2) 2 x 6
staggered
top plate
Header to Stud
with (1) MSTA18
with (14) 10d
(1) 2 x 6 under header
and (1) 2 x 6 along side
of header, bond together
with 16d 6""o.c.
WINDOW
ROUGH
2 x 6 with SPH6
OPENING
at stud with (10)
/ \
/ 10d x 1 1 /2"
SPH6 at each stud
Use (10) 10d X 1 1/2"
t6" 2 x 6 p.t. sill plate
max. fasten as per typ.
wall section
Window Framing Detail
STEP 1
Apply Horizontal Peel &
Stick Fashing over
Door Frame. Extend flashing Wood Frame
back full width of framing wall
i
m
r�
Door Frame Secured
to wood framing as per
manufacturers recomen-
dations
TYVEK Building Wrap
at wood frame locations
STEP 2
Apply Vertical Peel &
Stick Fashing over Doo�/
Frame. Extend flashing
back full width of framing
Concrete Foundation
Provide Sealant 6r,
Under Threshold
JP
Frame Wall Door Flashing
STEP 3
Apply Horizontal Peel &
Stick Fashing over Wood Frame
Flange. Extend flashing Wall
back full width of framing
od Frame
Wall
Window Flange Secured
to wood framing as per
manufacturers recomen-
dations
Wood Fra
Wall
TYVEK Building Wrap
at wood frame locations
STEP 2
Apply Vertical Peel &
Stick Fashing over
Flange. Extend flashing
back full widthof framing
m
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STEP
Wood Frame
Wall
Apply Sill Peel
& Stick
Fashing over
Flange.
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full width of framing
Frame Wall Window Flashing ° �a)n
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2 x 4 diagonal "X"
bracing at ridge
with (3) 12d each r 9
endue I Max.
2 x 4 blocking at 4'-0"o.c.
starting from ridge between
both top and bottom cords (2) 12d trusses 24"o.c
for two truss spaces from see layout
gable end:
See truss shop
drawings
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
nailed to top plates with
16d at 12""o.c.'
Gable End Bracing Detail
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2 x 6 fascia
Vented
soffit
Gable end truss
by truss mfgr.
date
revision
5/8" c.d.x. plywood
with 8d nails 4"o.c.
FJLE
COPY
2x "L" web stiffener
as required by the
truss mfgr.
draw„
"Simpson" MSTA18 truss
checked
to top plate or alined
S.I.
stud with 04) 10d x 1 1/2"
date
located at each truss
3/29/21 _
vertical
scale
as noted
(2) 2 x 6 top plate
job number
with "Simpson SP6
to stud (6) 10d x 1 1/2""
20057
sneer
A-4
METAL ROOF PANELS OVER
PEEL & STICK UNDERLAYMENT OVER Climatic & Geographic Design Criteria Project Data
Building Data
19/32" CDX PLYWOOD m- Weathering. Negligible Termite Area: Very Heavy
SEE CONNECTOR Project Name: Krueger residence Occupancy Type: Group R
SCHEDULE . Flame Spread Index & Smoke Developed Index Street Address: T.B.D. Construction Type: V
12 City: Ft. Pierce Number of Stories: One
PRE ENG. WD. Insulation Flame Spread: Not to exceed 25
TRUSSES 24"c.c. VERIES County: St. Lucie
�' R30 BATT INSUL Prgiect Area: 1,230 s.f. :
Insulation Smoke Developed Index: Not to exceed 450 State' Florida :3 v)
cu
GALV. DRIP EDGE ON 1 x 2 P.T. ON 2 x 6 Wall Finishes: Not greater than 200 Building Code 0 u!
FASCIA q Ceiling Finishes: Not greater than 200 Scope of Work 0 z cn
2Q20 Florida Building Code: Residential � � �
1/2
New one level Frame single 2017 National Electric Code NFPA 70 d D.W. family residence W
LU
(2) 2 x 6 TOP PLATE Y Q� r-)
Q ❑ WITH SP6 AT EACH STUD _
CEMENT PANEL SOFFIT WITH (6)10dHAILS Design Loads AreaTabulation
WITH 8"" x 18" SCREEN V-6" g _ Lt
VENTS 8'-0"o.c, Qy
Roof Live Load: 20.0 p.s.f.
2x 6 STUDSI6"o.c, Floor Live Load: 40.0 ps.f. Living 990 � � 4 45
Wind Speed: 150 MPH Porch 240 z CL
Wind Importance Factor. 1.0 (,� ul Iv
Ats Barr INSULATION 1230suLATtoN Building Category: II � � ct
CEMENT SIDING Wind Exposure: C v1 L
Cubic Volume XXXX c.f. Lu CD
p EXTERIOR FINISH Internal Pressure Coefficent: :18 Q) M
Rear Elevation ', Structure Designed: Enclosed �'
scale:1/4" V-0„ Soil bearing capacity: 2000 p.s.f.
ONE LAYER OF HOUSE C%)
WRAP OVER PLYWOOD
5/8-CDX PLYWOOD CD
FASTEN TO STUDS
- -_ PER NAILING SCH DL
FASTEN SILL WITH 5/8- DIA.
VIEDGE BOLTS WITH
30' 0"' 1,3"" Co try
x 3" WASHERS 24'o.c. 8'-113-s"
w E "I" S_ cv
El2 x 6 P.T.SILL PLATE Q Ca I
WITH SP6 AT EACH STUD 3'-0" 2'-0" �_ r
17fFH (6) lOd NAILS Z N
Open WOOD BASE FFE
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C/) r
GRADECO
i 25 s.h. 25 s.h. a C'�)
_ 4" 3000g FD3ERMIX CONC. Egress Egress N HB
,-
N 'OVER .006 VAPOR BARRIER
ON CLEAN, COMPACTED. _.--_-
-- TERMITE TREATED FILL O Header 1 12868
p 15' 2 Pocket 10._2---------------
0 \3'-O"/
Right Elevation MOh10.-FODING I is co
V-6
scale: 1 /4" = V-Q"" 12"x 24"Non WITH (,2) #5 REBAR Oln,;
Functional Louver Bedroom m Cln I H32 s.h.
3/12 Oing. Safety
1 x 4 Frieze
Typical Wall, Section Unen Teap.eaoisr. Glass
m
Bands wdia ca on as^ran wan
load
V ems. V
METAL ROOF PANELS OVER well
PEEL & STICK UNDERLAYME'NT OVER p
19/32" CDX PLYWOOd"` Ib ON rp
SEE CONNECTOR 6 8 I 3 U_ Craft ROOM
r $� 25 s.h.
SCHEDULE \ 8'-1 "Cing. Egress
12 2868 soad r 286
I I 1 I I I I I PRE ENG WD. A.G: Cond. Pocket wain S z� rr
Cement Panel Siding TRUSSES Wec. 2.5 on cone. pad
with 1 x 3 vertical trim Open O
at 12"o.c. GALV. DRIP EDGE ON
1 x4Trim at 1x2P.T.ON2x6 a
Comers, Windows, FASCIA 4
and Doors M
(2) 2 x 12
Header
(�
rftyj.J,
--
0 2 1
26 D ea
Pocke
4
'-6"
25 s.h.
Egress
L
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5- 1'-7„ 5'-10"
2
I 22"x 36'
I Access
L-_
�+,� i i xto
Cing. L-8,_1-
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Tankless
Water Htr.
STUCCO CLNG. oc et
Cing. 508$ LU
HB
` BEAM WITH 1/2"
PLYWD 2FLrTCH BETWEEN °m 1� j rOpt,1 ~
CEMENT PANEL SOFFIT c �, I�SinkJl w/d W ,II
Left, .Elevation FASTEN PLYS WITH 16d NAILS d -
WCfH 8" x 18'" SCREEN +� d � o
1'-6 Cox. WRAP WITH SIDING a + _
water
scale: 1 /4" = 1._0., VENTS 8'-0' o.c. - oQ. u10. ¢ H I �° O e r HB o
E c a 3/12GI OOm o I tCilen " O
N E
m-M,- M I 8 1"Cing. Ref.
mEv�y I F-
.. —mot —.. —
4x 4 P.T. POST Q �t v m
Ceiling dge
WRAP WITH SIDING Ri4 { lyC�oX I
x r 1Z( (�IGtC^
FASTEN BEAM TO COLUMN t? m `! ; (p)(�o y'1 IvX w Y') N j ExhgHood t� b Vent
WITRI (?) MSTA78 WITH (14) 10d i eo 3 a R 18'-11" 2_0 3 I O Thru
PER ST17AP b' Wall A EVIE WED' FOR
o CODE COMPLIANCE
� Beam ST. LUCIE COUNTY
1 d_w• 1 Pocket
—�Occ .
a Soffit Top
date revision
of Window 1 1 25 25 25 23
1 s.h. s.h, s.h. Co
m s.h. II
❑ ❑ II ro II
■ ❑ 11 {I
ABU44 POST BASE WITH (1) I I Porch 11
56d T 6" WEDGE BOLT & (12) { I l {
16d TO POST � Il 8'-0"Cing. I I I I from F.F.E. 100
d
FFE II drawn
FFE
GRADE chocked
____.— _ _----- — -- -- �y data
---------r��=_ _ , - _�----__�---�--
____-_ FILE COPY
4" 3000# FIBERMIX CONC. � aizeizl
OVER .006 VAPOR BARRIER
scale
-0N CLEAN. COMPACTED.
TERMITE TREATED FILL as notes
3 5'-4" 4'-1" V-6" 2'-6" 5'o" 2'-7 3" job number
2W57
SEE FOOTING sheet
DETAILS Floor Plan
Porch Detail scale: 1/4" = V-0" A-1