HomeMy WebLinkAboutRevised A-4Ceramic Tile
Shall be installed in accordance with ANSI A108.1, A108.4, A108.5
A108.6, A108.11, A118.1, A118.3, A136.1, & All37.1. Fiber mat reinforced
backer shall be used behind wall applied ceramic tiles in the tub
and shower areas and conform to ASTM C1325. Per Durock,
cement board exceeds ASTM C1325.
Gypsum Note
Gypsum board shall conform to ASTM C22, C475, C514, C1002, C1047
C1177, C1178, C1278, C1396, or C1658 and installed per FBC residential
code. Per USG, Wallboard conforms to C1396.
Gypsum Board & Gypsum Panel Products
Gypsum board and gypsum panel products shall be applied
at right angles or parallel to framing members. All edges and
ends of gypsum board and gypsum panel products shall
occur on framing members, except those edges and ends that
are perpendicular to the framing members. Interior gypsum
board shall not be installed where it is directly exposed to
weather or to water.
Wall and ceiling gypsum board shall be fastened with screws
spaced at 12"o,c. Screws for attaching gypsum board and gypsum
panel products to wood framing shall be Type W or Type S in
accordance with ASTM C 1002 andshall penetrate thewood not
less than 5/8" inch (15.9mm) Gypsum board and Gypsum panel
products shall be attached to cold formed steel framing less
than 0.033 (1 mm) thick shall be Type S in accordance with
ASTM C1002 or bugle head style in accordance with ASTM C1513
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
bugle head style in accordance with ASTM 1513. Screws for
attaching gypsum board or gypsum panel products to structural
insulated panles shall penetrate the wood structural panle facing
not less than 7/16"o.c. (11.1 mm).
Gypsum board used as the base orbacker for adhesive application
of ceramic tile or other required nonabsorbent finish material shall
conform to ASTM C1396, C1178, C1278. Use of water resistant
gypsum backing board shall be permitted on ceilings. Water
resistant gypsum board shall not be installed over a Class 1 or
Class 2 vapor retarder in a shower or tub compartment. Cut or
exposed edges, including those at wall intersections, shall be
sealed as recommended by the manufactuer. Water resistant
gypsum backing board shall not be used where there will be
direct exposure to water, or areas subject to continuous high
humidity.
Cold Formed Steel Note
Cold formed steel framing supporting gypsum board and gypsum
panel products shall be not less than 1 1 /4"" (32mm) wide in the
least dimension. Non Load bearing cold formed steel framing
shall comply with AISI S220 and ASTM C645, Section 10. Load
bearing cold formed steel framing shall comply with AISI S200
and ASTM C955, Section 8.
Wood Framing Note
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 51 mm) nominal dimension shall be
permitted to be used over solid backing or framing spaced
not more than 24"o.c. (610mm)
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
2 x 4 diagonal "X""
bracing at 8'-0"o.c.
starting from ridge
with (3) 12d each
end
Galv. drip edge
min. 4„ lap
2- dia. Galv
Pipe
<tsreues
\-1 x3p.t.over2x6
Paint Grade Fascia Set ballard 124
from appliance
(2) 12d o.c. Galv. Collar
Gable end truss
by truss mfgr.
19/32" c.d.x. plywood
with 8d nails 4"o.c.
Cover with House Wrap
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
fastened to beam with _/
5/8" x 6"" wedge bolts
with 1 /8"" x 2" washer 24""o.c.
i w , do
Alum. window
frame
3/8" continuous bead of
caulk (back bedding) behind
shim to prevent liquid passage
1 /4" struct. shi
set flange in continuous
bead of caulk across the
entire face of buck
perimeter caulk
stucco finish--,
Gunable sealants shall comply with
ASTM C 920 Class 25 grade or
greater for proper joint expansion
and contraction
precast J
conc. sill
corrosive resistant
Tapcon concrete
srews installed as
specified in window
manufacturers product
approval
window sill
2x "" L"" web stiffener (4) 1 /4- x 2 1/4"-
as required by the Tapcons
trus-� mfgr.
""Simpson"" HETA16 truss
to bond beam with 0 4)
10d x 1 1/2-
located at each truss
vertical
Concrete Bond
Beam
Typical Precast
Conc. Sill Detail
8" x 16" C.M.U. WITH CELLS FILLED
WITH GROUT & (1) #5 VERT.
�, ..
DOWEL
_J
P.T. 2 x 6 AT (3) SIDES OF
Q
OPENING, FASTEN TO BLOCK
�-
AS NOTED.
3/8" continuous bead of
w
caulk (back bedding) behind
DOOR SIDES
buck to prevent liquid passage
1/2" x 6-REDHEADS WITH MIN.
2- x 1/8-WASHER 12" FROM ENDS
AND 24" o.c. MAX.
set flange in continuous
bead of caulk across the
DOOR HEAD
entire face of buck
Z i i
o_ �
1 /4" x 2 3/4�" TAPCONS STAGGERED
CBS
O I I
24-o.c.
o I•
o
OR 5/8" x 6- Redheads with
Min. 2- x 1 /8" washer 12- from
Min. 1 1 /4"" embedment
ends and 28"o.c. max. OR
"
a
au
a . at windows and min.
1 /4 x 1 1 /4�" min. embedment
T
4- "C a
1 1 /2"" embedment at
spaced at 7 1 /2""o.c. with 1- O.D.
°o -ov d) a ' d
4' a 'd sl. gl. doors
washers spaced bottom anchor
c Oo
at 3 1 /2"" from bottom of 2 x 6
5
and top anchor at least as high
° °
a
as the door opening.
o 0-0 y a
W 1
N.��
.° 1/2"" drywall
Garage Door
Buck Detail
�
r> JUwm p
2 x 4 bottom cord bracine
10'-0"
Bottom Cord Lateral Bracing
stucco finish
perimeter caulk
Attach p.t. bucks
with 8d coil nails at
12""o.c.
Typ. Alum. window .
jamb or sliding glass
door jamb
1/4- max. struct. shim
caulk
attach as per
manufacturers
product approvals
NOTE: Method of attachment and Gunable sealants shall comply with
waterproofing procedures are the ASTM C 920 Class 25 grade or
same at poured concrete sill. greater for proper joint expansion
and contraction
Coat Bucks with LWM200 Waterproofing
after they have been installed and Chaulked
Window & Door Flashing Detail at CBS Wall
Includes Buck Attachment Method
Galv. Cap GENERAL ROOFING NOTES
Typical Conc.
Foundation
Bollard Detail
SHEATHING NAILING NOTES
Roofing to be composed of and attached to pre manufactured
wood trusses as follows:
Felt underlayment (min. ASTM 0 226 Type II) with 4" min. side and
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.
19/32"" plywd. sheathing or equal installed with staggered joints & GI clips,
nailed to trusses with 8d corrosion resistant annular ring shank nails
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
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 the truss engineer prior to fabrication
of the trusses. The truss manufacturer's certified layout shall govern
after fabrication.
The handling, erection, and fixing of wood trusses shall be in
accordance with the specifications contained on the certified mfgr's.
drawings and data.
All engineered headers and truss hangers to be provided by the
truss manufacturer.
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.
BUCK ATTACHMENT NOTES
AT DOORS USE P.T. PINE OR SPRUCE AND ATTACH BUCKS
TO BLOCK WITH 1 /4- DIA. TAPCONS WITH 1 1 /4" EMBEDMENT
INTO C.B.S. SET A 6"" FROM CORNERS AND AT 12""o.c. MAX.
AT WINDOWS USE P.T. PINE OR SPRUCE AND ATTACH
BUCKS TO BLOCK WITH 8d CASED HARD COIL NAILS
OR ""T" NAILS" 4" FROM ENDS AND 12"o.c.
USE WOOD SHIMS MINIMUM DURING DOOR INSTALLATION
THRESHOLD NOTE
At egress door (see floor plan) the max. hgth.
of the threshold shall be 1/2-
Nailing Pattern Nailing Schedule
Zone 1: 8d at 6-o.c. field & 4"o.c. edges ROOF & FLOOR DIAGRAM
Zone 2: 8d at 4"o.c. edges & field Use sheathing with #8 gun nails at 6-o.c.
Zone 3: 8d at 4-o.c. edges & field at supported panel edges and #8 gun
nails at 6"o.c. at intermediate supports.
Pneumatic Nails �
ROOF SHEATHING TO GABLE END FRAME
Pneumatic or mechanicaly driven nails will Use #8 gun nails at 4"o.c.
be accepted under the following conditions.
Min. nails size 8d or larger ring shank with EXTERIOR SHEATHING
Min. shank diameter:.113
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
Min. Ring Diameter .012 over shank dia. bottom and 6""o.c. in field
Min. 16 to 20 Rings per Inch
Note
Gun nails shall be permitted as an
acceptable fastener from any manufacturer
Wood screws meeting the same size requirement
may be used in lieu of nails without comment
corner bars at beam
(outside only) (2) corner
bars at footing (min.)
vert. dowel lapped with II
wall reinforcing, all II all corner bars to be the
laps 30" (min.) in grout II same size, number, and
filled cell II spacing as horizontial bars
in footing, beams, and walls
Y II
o II
0
s I
41
I�_--------
1 11 30" lap min.
Corner Reinforcing Detail
PRODUCT APPROVAL
Approval
Product
Model Number
Manufacturer
Glass
Attachment Method
Building Rated
Product Rated
Number
Type
Design Pressures
Design Pressures
Head: 12' max. from corners & 30"o.c. max. Jambs:
SH-5500
12" max. from corners & 17.7" max. 5" each side of
FL: 239.7
S.H. Windows
Singlehung
PGT Industries
Impact
meeting rail. Use 3/16" Tapcon with 1 1 /4" embedment
+33.5 -44.8
+/- 50.0
into concrete
Head: 2" max, from corners & (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 3/16"" Tapcon with 1 1/4"embedment
+33.5 -44.8
+/- 55.0
into concrete
Glazed
6" from corners and 3'& Teach side of center at head &
FL#: 17184.2
Swing Doors
Fiberglass
Plastpro
Impact
sill and 6"from corners & 14 1/4"max. o.c. at jambs.
+33.5 -36.3
+/- 50.0
Door
1 /4" tapcon screws with 1 1 /4- embed. into conc.
Fiberglass
Plastpro
Impact
6" from corners & 14"�o.c. at jambs, head, sill. 1 /4" tapcon
+33.5 -36.3
+ 65.0 -70.0 (Inswing)
FL#: 17184.5
Swing Doors
Door
screws with 1 1 /4- embed. into conc.
+/- 65.0 (Outswing)
FL#: 5678.28
Overhead Door
Grand Harbour
Clopay
y
Impact
Flag Bracket Angle (3) total 5/16"" x 1 5/8- lag screws. (7) total
Bracket T-0" height (1) 5/16" x 1 5/8- lag screws per bracket.
+27 9 -31 2
+37.0 -41.0
Series
Approval
product
Model Number
Manufacturer
Attachment Method
Building Rated
Design Pressures
Product Rated
Design Pressures
Number
FL: 17443.1
Roofing
5V Crimp
p
JA Taylor Roofing
#9-15 x 1 "" coorosion resistant screw with sealing washer at each rib
12"o.c. in field and 6""o.c. along perimeter.
-45.0
-69.25
FL:9777.7
Roofing
Underlayment
Wel
Speciapecialtyty
Owens Corning
Direct attachment to plywood deck
-45.0
-142.5
Fasteners shall be ET&F block nail .30 Head dia..14 Shank dia. &
FL#: 13192.2
Siding
Lap Siding
James Hardie
1 1 /4" long. 21 "o.c. max. spacing (AT C.B.S.) Use 11 ga. x 1 1 /4-
-45.0
-76.7
Long roofing nail 24"o.c. at each gable truss vertical
STRUCTURAL NOTES:
All reinforcing steel shall be high strength billet steel and shall
conform to ASTM A-615 grade 60 specifications. Lap continuous
reinforcing 48 bar diameters or 30"" in beams and in slabs. Lap
bottom steel over supports and top steel at midspan. Hook
discontinuous ends of all top bars. Reinforcing steel shall have
a minimum of 1 "" concrete cover, or as follows:
BOTTOM TOP SIDES
Beams: 1 1 /2" 1 1 /2" 1 1 /2"
Slab on Grade: 1 1 /2' 1" _
Structural Poured: 3/4"" 3/4" _
Poured Walls: - _ 3/4""
Slabs exposed
to the weather 3/4" 1
Reinforcing steel shall be detailed and fabricated in accordance
with the "Manual of Standard Practice of Detailing Reinforcing
Concrete Structures"" and the current ""ACI Building Code 318""
All structural steel shall conform to current ASTM Specification A-36
All wood in contact with masonry shall be pressure treated or approved
seperating material.
All dimensions shall be verified in field by the contractor. If there are
any discrepancies the Architect or Engineer shall be notified before
proceeding.
No slump over 5"" shall be permitted for any structural concrete without
the Architect or Engineer approval.
All Design and Construction shall be inaccordance with the current
American Concrete Institute (ACI). and the American Institute of Steel
Construction (AISC), The Florida Building Code and all applicable
local codes.
Structural Concrete shall attain a minimum ultimate compressive strength
(Fc') in 28 days as follows:
Column Footing and Wall Footing: 3000 p.s.i.
Column and walls from foundation to roof: see column schedule.
All other concrete: 3000 p.s.i.
Footing sizes and reinforcing are based on allowable soil bearing
capacity of 2000 p.s.i. All footings shall bear in virgin soil. If this
is not the case, the Architect or Engineer shall be notified before
proceeding with the work.
Timber (Heavy Timber Construction)
(a) Truss manufacturer shall submit a signed and sealed shop
drawings by a registered Engineer.
(b) Wood rafters to have a Stress Grade of Fb=1200 p.s.i.
(c) Roof members should be secured to the beams or other
structural components with hurricane anchors for wind uplift.
All wood members shall have a minimum fiber stress in bending
of 1200 p.s.i. with 1 /360 max. deflection.
All bolted connections shall be 1 /2"" Cadmium plated or better.
Lag bolts to be used only in shear connections with minimum
4"" threaded penetration past steel plate.
Lag bolted conditions shall be drill tapped no larger than the
internal thread diameter and shall not be hammer driven.
Under Girder Trusses provide equal number of studs as girder
plys at frame bearing locations
GENERAL REQUIREMENTS
All work to be as per the current edition of the Florida Building Code
and meet or exceed all applicable local requirements.
General contractor is responsible for all labor, materials, utilities, testing,
waste removal, storage, securing of site, accomodation, transport/freight,
and all other cost related to the completion of this project., unless explicitly
identified here.
Owner is responsible for all municipal related 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 division of work. If such errors
and ommissions are not reported in writingto 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 been
reviewed and approved by the St. Lucie County Building Department
and the building permit has been issued.
EXTERIOR CEILING & SOFFIT NOTE
7/8"" Stucco finish over 3/8"" high ribbed galy. wire lath fastened to
framing members with No. 11 guage nails with 1 3/4" embed. with 3/8"
dia. head 6""o.c. max. edges to be tied and nailed at 9"o.c. Provide one
layer of 15# felt to framing prior to installing wire lath.
INTERIOR WALL FRAMING NOTE
Interior non bearing walls to be 2 x 4 studs 24"o.c.
Spruce, Pine, Fir (SPF) #2 Grade lumber or better
or metal studs (25 Ga.) Crimper may be used in
lieu of screws.
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date
revision
1 11 /24/20
Plan Review Comments
Dated 11/24/2020
,
drawn
S.I.
checked
s.l.
date
10/28/2020
scale
as noted
job number
20052
sheet
A-4