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STRUCTURAL NOTES:
GENERAL ROOFING NOTES
Shall be installed in accordance with ANSI All 08.1, A108.4, A108.5
A108.6, A108.11, A118.1, A118.3, A136.1, & A137.1. Fiber mat
All reinforcing steel shall be high strength billet steel and shall
conform to ASTM A-615 grade 60 specifications. Lap continuous
Roofing to be composed of and attached to pre manufactured
reinforced
reinforcing 48 bar diameters or 30" in beams and in slabs. Lap
wood trusses as follows:
backer shall be used behind wall applied ceramic tiles in the tub
bottom steel over supports and top steel at midspan. Hook
5/8- c.d.x, sheathing or equal installed with staggered joints
and shower areas and conform to ASTM C1325. Per Durock,
discontinuous ends of all top bars. Reinforcing steel shall have
"
nailed to trusses with 8d corrosion resistant annular ring shank nails
cement board exceeds ASTM C 1325.
a minimum of 1 concrete cover, or as follows:
spaced max. 6"o.c. throughout, except max. 4" o.c. at gable ends.
BOTTOM TOP SIDES
All roof trusses are to be pre -manufactured assemblies provided by
GG Note
ypsum oe
Beams: 1 1/2" 1 1/2- 1 1/2-
a licensed wood truss fabricator with separate drawings and data
prepared for actual project conditions by a Florida registered
Gypsum board shall conform to ASTM C22, 0475, C514, C1002, C1047
Slab on Grade: 1 1/2 "" 1" _
professional engineer certified for truss design. Any deviation from
the proposed plans as shown regarding placement or bearing shall
C1177, C1178, C1278, C1396, or C1658 and installed per FBC residential
Structural Poured: 3/4" 3/4" _
be brought to the attention of the truss engineer prior to fabrication
code. Per USG, Wallboard conforms to C1396.
Poured Walls: _ - 3/4""
Slabs exposed
of the trusses. The truss manufacturer's certified layout shall govern
after fabrication.
Gypsum Board &Gypsum Panel Products
to the weather 3/4" 1-
The handling, erection, and fixing of wood trusses shall be in
Reinforcing steel shall be detailed and fabricated in accordance
"Manual
accordance with the specifications contained on the certified mfgr's.
drawings and data.
Gypsum board and gypsum panel products shall be applied
with the of Standard Practice of Detailing Reinforcing
at right angles or parallel to framing members. All edges and
Concrete Structures" and the current " ACI Building Code 318-
All engineered headers and truss hangers to be provided by the
ends of gypsum board and gypsum panel products shall
truss manufacturer.
occur on framing members, except those edges and ends that
All structural steel shall conform to current ASTM Specification A-36
Splitting or cracking of structural components due to installation of
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
hardware is not permitted.
weather or to water.
separating material.
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Unless otherwise noted, the installation of specified hardware shall
Wall and ceiling gypsum board shall be fastened with screws
All dimensions shall be verified in field by the contractor. If there are
conform to the truss manufacturers installation instructions and
standard practice.
spaced at 12"o,c. Screws for attaching gypsum board and gypsum
any discrepancies the Architect or Engineer shall be notified before
proceeding.
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
No slump over 5'" shall be permitted for any structural concrete without
Wire Lath Attachment
products shall be attached to cold formed steel framing less
the Architect or En approval.
Engineer
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than 0.033- 0mm) thick shall be Type S in accordance with
ASTM C1002 or bugle head style in accordance with ASTM C1513
All Design and Construction shall be inaccordance with the current
Over wood framing the paper
backed wire lath shall be installed
and shall penetrate the steel not less than 3/8" to 0.112-
American Concrete Institute (ACI). and the American Institute of Steel
Construction (AISC), The Florida Building Code and all applicable
over one layer of approved plastic
(Imm to 3mm) thick shall be in accordance with ASTM C954 or
local codes,
house wrap. Lath shall be attached
bugle head style in accordance with ASTM 1513. Screws for
horizontal framing members with 1.5"
attaching gypsum board or gypsum panel products to structural
Structural Concrete shall attain a minimum ultimate compressive strength
roofing nails and to vertical wood
insulated panles shall penetrate the wood structural panle facing
(Fc') in 28 days as follows:
framing members with 6d common
not less than 7/16-o.c. 01.1 mm).
nails or I" roofing nails driven to
Column Footing and Wall Footing: 3000 p.s.i.
penetration of not less then 3/4-
Gypsum board used as the base orbacker for adhesive application
Column and walls from foundation to roof: see column schedule.
of an inch, or 1- wire staples
of ceramic tile or other required nonabsorbent finish material shall
All other concrete: 3000 p.s.i.
driven flush with the plaster base.
conform to ASTM C1396, C1178, C1278. Use of water resistant
gypsum backingboard shall be permitted on ceilings. Water
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Footing sizes and reinforcing are based on allowable soil bearing
Staples shall have crowns not less
than 3/4"" and shall engage not less
resistant gypsum board shall not be installed over a Class 1 or
Class 2 vapor retarder in a shower or tub compartment. Cut or
capacity
it of 2000 s All footings shall bear in virgin soil. If this
y p.s.i. g g
is not the case, the Architect or Engineer shall be notified before
than three strands of lath and
exposed edges, including those at wall intersections, shall be
proceeding with the work.
penetrate the wood framing members
not less than 3/4-. The fasteners must
sealed as recommended by the manufactuer. Water resistant
gypsum backing board shall not used where there will be
Timber (Heavy Timber Construction)
penetrate the wood framing members
not less than 3/4"". Fasteners be
direct exposure to water, or areas subject to continuous high
(a) Truss manufacturer shall submit a signed and sealed shop
shall
7- o.c. max.
humidity.
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
Cold Formed Steel Note
structural components with hurricane anchors for wind uplift.
Cold formed steel framing supporting gypsum board and gypsum
All wood members shall have a minimum fiber stress in bending
of 1200 p.s.i. with 1/360 max. deflection.
panel products shall be not less than 1 1/4" (32mm) wide in the
least dimension. Non Load bearing cold formed steel framing
All bolted connections shall be 1/2" Cadmium plated or better.
shall comply with AISI S220 and ASTM C645, Section 10. Load
bearing cold formed steel framing shall comply with AISI S200
Lag bolts to be used only in shear connections with minimum
and ASTM C955, Section 8.
4- threaded penetration past steel plate.
Lag bolted conditions shall be drill tapped no larger than the
Wood Framing Note
internal thread diameter and shall not be hammer driven.
Wood framing supporting gypsum board and gypsum panel
Under Girder Trusses provide equal number of studs as girder
plys at frame bearing locations
products shall be not less than 2- (51mm) 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.
EXTERIOR CEILING & SOFFIT NOTE
General contractor is responsible for all labor, materials, utilities, testing,
waste removal stora a securin of sit d t t /fr ' h
Step Flashing alor
Roof & Wall Inters
Undedayme
7 Metal Roof
Panels
Roof Sheathir
Roof F
Grout filled
cell with #5
g g e, accomo a ion, ransport elg t,
7/8- Stucco finish over 3/8- high ribbed galv. wire lath fastened to and all other cost related to the completion of this project., unless explicitly
8"" z 16" C.M.U. WITH CELLS FILLED
framing members with No. 11 guage nails with 1 3/4" embed. with 3/8"" identified here.
WITH GROUT & (1} #5 VERT.
dia. head 6""o.c, max. edges to be tied and nailed at 9""o.c.
DOWEL
J
Install one layer of 15# felt to framing prior to installing ribbed lath Owner is responsible for all municipal related charges such as impact a
fees, and water connection, except building permit fees, which are to be 3
INTERIOR WALL FRAMING NOTE included in the construction bid. x
non bearing walls to be 2 x 4 studs 24""o.c. General contractor to check all drawings for errors and ommissions and W&
-�Interior P.T. 2 x 6 AT (3) SIDES OF
Spruce, Pine, Fir (SPF) #3 Grade lumber or better bring them to the attention of the architect prior to starting any work, or
OPENING, FASTEN TO BLOCK
or metal studs (25 Ga.) Crimper may be used in ordering any materials of the respective division of work. If such errors
AS NOTED.
lieu of screws, and ommissions are not reported in writingto the architect, any resulting
DOOR SIDES
damages or costs shall be born entirely by the general contractor.
BUCK ATTACHMENT NOTES c7
1/2" x 6" REDHEADS WITH MIN.
Z
Architect is not responsible for the contractors method or means of a
2" x 1/8"WASHER 12" FROM ENDS
AT DOORS USE P.T. PINE OR SPRUCE AND ATTACH construction. o
AND 16"o.c. MAX.M
TO BLOCK WITH 1/4" DIA. TAPCONS INTO C.B.S. O
DOOR HEAD
SET AT 6"" FROM CORNERS AND AT 12"o.c. MAX. General contractor is to keep the site in a clean and safe state through o
out the course of construction. On building turnover, general contractor to
1/4- x 2 3/4'" TAPCONS STAGGERED
I II f
24"o.c.
8x1
CBS
Wall
AT WINDOWS USE P.T. PINE OR SPRUCE AND ATTACH c can a suraces so as to be free of dust, grease, stains, scuffs, etc.
BUCKS TO BLOCK WITH 8d CASED HARD COIL NAILS
OR "T- NAILS- 4" FROM ENDS AND 12" o.c. Unless otherwise noted, the installation of specified hardware shall
USE WOOD SHIMS MINIMUM DURING DOOR INSTALLATION conform to the manufacturers instructions and standard practice. Garage Door Buck Data
il
All plans and drawings are not considered complete until they have been
THRESHOLD NOTE reviewed and approved by the Building Department Alum. window
and the buildingcorrosive resistant
permit has been issued, frame
At Entry door the max. hgth.
of the threshold shall be 1/2"
Bottom Cord
of Truss
SHEATHING NAILING NOTES
Nailing Pattern
Zone 1: 8d at 6"o.c. field & 4"o.c. edges
Zone 2R, 2E, 2N: 8d at 4-o.c. edges & field
Zone 3R, 3E: 8d at 4"o.c. edges & field
Pneumatic Nails
Pneumatic or mechanicaly driven nails will
be accepted under the following conditions:
Min. nails size 8d or larger ring shank with
Min. shank diameter:.131
Min. Length: 2.5"
Min. Head Diameter:.280 Full Round
Min. Ring Diameter .012 over shank dia.
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
Varies
—
Nailing Schedule
ROOF & FLOOR DIAGRAM
Use sheathing with #8 gun nails at 6-o.c
at supported panel edges and #8 gun
nails at Co.c. at intermediate supports.
ROOF SHEATHING TO GABLE END FRAME
Use #8 gun nails at 4-o.c.
EXTERIOR SHEATHING
Use #8 gun nails at 4"o.c. at panel edges
and #8 gun nails at 4"o.c. at panel top and
bottom and 6"o.c. in field
top plate
2"" gyp. d.w.
studs 24-o.c
Stud Grade
:4 p.t. sill plate
)od base
ased Hard Coil
Ws 12"o.c. max.
0.00' �—F.F.E. IIjI}
Yam" Concrete
Foundation
Interior Wall Section
Non Load Brng
2" dia. Galv
Pipe
Set ballard 12"
from appliance
Galv. Collar
Galv. Cap
W
I
ih
(4) 1/4" x 2 1/4 Typical Conc.
Tapeons Foundation
Bollard Detail
.......
rXUUI LU vvail ria5rung vetail
CONCRETE BLOCK WALL
Tapcon concrete
3/8"" continuous bead of srews installed as
caulk (back bedding) behind specified in window
shim to prevent liquid passage manufacturers product
approval
1/4- struct. shi
window sill
set flange in continuous
bead of caulk across the
entire face of buck
perimeter caulk
stucco finish-,
a
Protecto LWM200 precast
Coating on Outside face cone. sill
and Janbs of Openings
all Sides min. 8 Gunable sealants shall comply with
ASTM C 920 Class 25 grade or
greater for proper joint expansion
and contraction
Typical Precast Conc. Sill Detail
Coat Bucks with Protecto LWM200 Waterproofing
after they have been installed and Chaulked
1 x 2 p.t. 24""o.c.
wall section
insulation type
d.w.
ypical 2 x 4
tud bearing
Vail
2 x 4 p.t. stud fastened
to filled cell with 1/2- dia.
6" long wedge bolt with
1 /8" x 2- washer 6- from
ends and 24-o.c.
sn 51 Attachment Detail
3/8" continuous bead of
caulk (back bedding) behind -
buck to prevent liquid passage
set flange in continuous
bead of caulk across the
entire face of buck
CBS Exterior
Wall
Stucco Stop
Set 2""min. from
Finished Roof
Step Flashing along ,
Roof & Wall Intersection
Underlayment —
Metal Roof
Panels
Roof Sheathing
(3) Coat
Stucco_
Finish
Paper Backed Wire
Lath on (1) Layer of
House Wrap over 5/8"
c.d.x. plywood fasten -
as per Nailing Notes
bD T
c �
L
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Two Ply Wall
Girder Truss
Stucco Stop
Set 2"min. from
Finished Roof
1 x 2 furring 16-o.c.
on Girder provide RI I
Batt insulation
along wall girder
1/2-d.w.
Roof Framing Roof to Wall Flashing Detail
WOOD FRAME WALL
CBS::
(2)2x4
Min. 1 1/4 embedment TOP
a at windows and min.
1 1/2" embedment at
a ° a sl. gl. doors SP4 16-c.c.
a (6) 10d NAILS
° 1/2- drywall
- (2) 2 x 12 HEADER
stucco finish
BOND TOGETHER
perimeter caulk
i WITH 16d AT 6"o.c
1/4"" max. struct. shim
Attach p.t. bucks
with 8d coil nails at
caulk
1 2-o.c.
attach as per
Typ. Alum. window
manufacturers
jamb or slidingl
glass
product approvals
doorjamb
SPH4 AT EV
NOTE: Method of attachment and
Gunable sealants shall comply WITH (12) 10
p y 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 Protecto LWM200
Waterproofing
after they have been installed and Chaulked
4'-6-
4'-4-
h
of
f
�anaoeoJ
Framing Detail at DGRF Truss
See Connector
Schedule
pre engineered
trusses 24""o.c.
SP4 AT EVERY STUD
(2) 2 x 4 plate
WITH (6) 10d NAILS
with SP4 with
(6) 10d x 1 1/2"
at each stud
4STA18
10d NAILS
/2" gyp. d.w.
2 x 4 studs 16"o.c.
4 STUDS
f
2 x 4 p.t. plate
with SP4 with
(6) 10d x 1 1/2"
at each stud
wood base
K 4 P.T.
'LATE
Window &Door Flashing Detail at CBS Wall a" " E ,r"kl, y" „ai
Includes Buck Attachment Method
see footing
details 1/2" dia. wed6e bolt
with 3" x 1/8 washer
7" embedment 24"o.c.
Int. Brng. Wall Detail
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revision
2/24/22 Roof to Wall
Flashing Detail
3/15/22 Frame Roof to
Wall Flashing &
Plywd. Support
Framing @ DGRF
drawn
s.l.
checked
sJ.
date
11/29/21
scale
as noted
job number
21013
sheet
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