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PRODUCT APPROVAL
Approval
Product
Model Number
Manufacturer
Attachment
Method
Building Rated
Product Rated
Number
Design Pressures
Design Pressures
N.O.A.: 19-0807.02
Roofing
26 Ga. 5V Crimp
Gulf Coast Supply
#9-15 coorosion resistant
fastener with sealing washers 6-o.c. along
-108.5
perimeter & 12""o.c. in main
field.
Zone 1; -38.2
Zone 2: -53.9
Zone 3: -101.4
Resisto /
Base Sheet: 32 ga. 1 5/8-d
a. Tin Caps with 1 1 /4""ring shank roofing nail
FL#: 17084.1
Underla ment
y
SA Nail Base
Soprema, Inc.GR
4""o.c. at the 4"'la s & 4""o..
P
at four equal spaced center rows and SA Ca
q P P
-105.0
SA Cap GR
capply.
i
Grout Filled Cell
Required -\
11
Beam Hanger I I
to Existing CBS I I
Wall I I
II
II
II
II
6x12SYP I F
No. 2 Beam 1 I
II
II
IHHI
H
II
I1
II
II
II
II
II
II
II
6x6SYPNo. 2 II
Column (4) I I
placesNl I
Climatic & Geographic Design Criteria Project Data Design Loads
Weathering: Negligible Termite Area: Very Heavy Project Name: Brian Long addition Roof Live Load: 20.0 p.s.f.
Street Address: XXXX Floor Live Load: 40.0 p.s.f.
Flame Spread &Smoke Developed index City: Ft. Pierce Wind Speed: 160 MPH
Ceiling Finishes: Not greater than 200 County: St. Lucie Wind Importance Factor: 1.0
State: Florida Building Category: lI
Wind Exposure: C
Building, Code Scope Of Work Internal Pressure Coefficent: .18
p Structure Designed: Partially Enclosed
2020 Florida Building Code: Residential New covered porch addition Soil bearing capacity: 2000 p.s.f.
on an existing permitted
Area Tabulation foundation Building Data
Porch 583 s.f. Occupancy Type: Group R
Construction Type: V
Number of Stories: One
Project Area: 583 s.f.
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.
EXISTING RESIDENCE
Grout Filled Cell
Required -\
Beam Hanger _
to Existing CBS
I
Wall
vl
Porch
b
1/12 Pitch Ceiling
U
1 x 6 T&G Pine Cing.
Existing Foundation
6 29'-0' 6
30'-0"
Flood' Plan EXISTING FOUNDATION NOTE
scale: 1/4"` = V-0"" The existing concrete foundation is existing with
a 16"W x 24'D thickened edge footing with (2) #5
bars at top, middle, and bottom with (2) #5 vertical
bars 48-o.c. This information is from permitted
construction documents prepared';by Architectonic, Inc.
Project Number R17048 Dated: 10/3/2017
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date revision
drawn
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date
1/29/2021
scale
as noted
job number
20043
*& G�,. sheet
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In
STRUCTURAL NOTES:
SHEATHING NAILING NOTES
All wood in contact with masonry shall be pressure treated or approved
separating material.
Nailing Pattern
All dimensions shall be verified in field by the contractor. If there are
Zone 1: 8d at 6"o.c. Feld & 4"o.c. edges
any discrepancies the Architect or Engineer shall be notified before
Zone 2: 8d at 4"o.c. edges & field
proceeding.
Zone 3: 8d at 4"o.c. edges & field
Timber (Heavy Timber Construction)
Pneumatic Nails
(a) Truss manufacturer shall submit a signed and sealed shop
drawings by a registered Engineer.
Pneumatic or mechanicaly driven nails will
(b) Wood rafters to have a Stress Grade of Fb=1200 p.s.i.
be accepted under the following conditions:
(c) Roof members should be secured to the beams or other
Min. nails size 8d or larger ring shank with
structural components with hurricane anchors for wind uplift.
Min. shank diameter:.113
Min. Length: 2"
All wood members shall have a minimum fiber stress in bending
Min. Head Diameter:.280 Full Round
of 1200 p.s.i. with 1 /360 max. deflection.
Min. Ring Diameter .012 over shank dia
Min. 16 to 20 Rings per Inch
All bolted connections shall be 1/2" Cadmium plated or better.
Note
Lag bolts to be used only in shear connections with minimum
Gun nails shall be permitted as an
4" threaded penetration past steel plate.
acceptable fastener from any manufacturer
Lag bolted conditions shall be drill tapped no larger than the
Wood screws meeting the same size requirement
may be used in lieu of nails without comment
internal thread diameter and shall not be hammer driven.
Nailing Schedule
ROOF DIAGRAM
GENERAL ROOFING NOTES
Use sheathing with #6 gun nails at 6"o.c.
at supported panel edges and #8 gun
Roofing to be composed of and attached to pre manufactured
nails at 6""o.c. at intermediate supports.
wood trusses as follows:
Felt underlayment (minASTM 0 226 Type 10 with 4"" min. side and
ROOF SHEATHING TO GABLE END FRAME
end laps, fasten with coorosion resistant annular ring shank nails
Use #8 gun nails at 4"o.c.
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.
5/8" c.dx. sheathing or equal installed with staggered joints & GI clips,
Attic Vents Calculation
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
Attic Area: 583 s.f. / 150 = 3.9 s.f. required.
a licensed wood truss fabricator with separate drawings and data
prepared for actual project conditions by a Florida registered
professional engineer certified for truss design. Any deviation from
soffit. area = 40.5 If. X 2.0 = 81 s.f.
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 manufacturers certified layout shall govern
after fabrication.
Venting Provided:
The handling, erection, and fixing of wood trusses shall be in
accordance with the specifications contained on the certified mfgr's.
8 X 16 Soffit vent: 50 sq. in, each vent
drawings and data
12 Vents along overhang = 600 sq. in.
All engineered headers and truss hangers to be provided by the
truss manufacturer.
600sq. In. / 144 = 4.2 s.f.
Splitting or cracking of structural components due to installation of
hardware is not permitted.
Total Ventilation Provided: 4.2 sq. ft.
Unless otherwise noted, the installation of specified hardware shall
conform to the truss manufacturers installation instructions and
standard practice.
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.'
Roof Wind Zones
1 /4" 5 1 /2- 1 /4"
Square 11/16"dia. hole in
plate (4) places
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(2) 11/16""dia 1/4"Base Plate
holes 5"" 5"" Welded to Square
Tube
10"
PLAN VIEW r
6,"
3" 3" (2) 11/16"dia.
holes
11/16"dia. hole
plate (4) places
io
10Y10/4" Weld on all
sides
SIDE VIEW
Column Base Detail
Connector Schedule
.Truss
Bearing
Truss
Connector
WntY'
Conn
ctor
Fasteners
Point
Uplift
ID
Up
ift
All trusses
1559
(14) 10d x 1 1/2
to wood
ALL
MTS12
2
2000
beam
max.
per strap
METAL ROOF PANELS
ON PEEL & STICK UNDERLAYMENT
OVER 5/8-C.D.X. PLYWD.
SEE CONNECTOR
SCHEDULE
GALV. DRIP EDGE ON
12
Ix2P.T.ON2x6
2
CEDAR FASCIA
PREENG:WD.
TRUSSES 24""c.c.
12
1 x 6 T&G PINE
Fasten to truss cord with
15 ga. x 2"finish nails 12"o.c.
1 z 6 T&G PINE WITH
(Blind Nail)
SOFFIT VENTS
1 x 6 Trim cont. Typ.
2'-0"
See Roof Framing Plan
6 x 12 SYP
for Beam to Column
No. 2 BEAM
Attachment
BEAM TO EXISTING WALL
MiTek HGUM550/11-SDS
Beam Hanger with
(8) 5/8-x 5-Dwalt
Screw Bolts to GFCMU
and (249-4-f4-x 3"struct.
wood screw to beam:
ALLOWABLE LOADS
16,680 lbs. DOWN
10,130 lbs. UPLIFT
APPLIED LOADS
3,720 lbs. DOWN
4,677 lbs. UPLIFT
CENTER COLUMN TO BEAM
Mitek CC51 /4-6 Post Cap with (4) 3/4-
Thru Bolts with nut and washer at beam &
(2) 3/4-Thru bolts with nut and washer
at Column.
ALLOWABLE LOADS APPLIED LOADS
16,680 lbs. DOWN 6.200 lbs. DOWN
8,155 lbs. UPLIFT 7,795 lbs. UPLIFT
2 x 4 bottom rnrd branino
Bottom Cord Lateral Bracing
6 x 6 SYP`No. 2
COLUMN -
Existing
Foundation
Section
scale: 3/4" = V-0-
SEE COLUMN BASE DETAIL
Use (4) 5/8"dia. Titan HD to concrete
Use (2) 5/8"dia. Thru Bolts with nut
and washer
6x12SYP
BEAM
See Roof Framing Plan
for Beam to Wall
Attachment
Z_
T.O.B_ 8'-0„
Fasten to Grout
Filled C.M.U.
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_ Porch F.F_E.$l 0.00'
40'-0"
EXISTING RESIDENCE
3/12 pitch Top & Bottom Cord
Pre Engineered Trusses 24""o.c.
X-3-
2'-0"
29'-6"
2'-0"
3'-3"
V.H.
END COLUMN TO BEAM
Mitek ECC51/4-6 Post Cap with (2) 3/4"
Thru Bolts with nut and washer at beam &
(2) 3/4"Thru bolts with nut and washer
at Column.
ALLOWABLE LOADS APPLIED LOADS
30,430 lbs. DOWN 3.720 lbs. DOWN
6,050 lbs. UPLIFT 4,174 lbs. UPLIFT
O.H,
Roof Framing Plan
scale: 1 /4" = V-0"
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drawn
8.1.
checked
s.l
date
1/29/2021'
scale
as noted
job number
200Q
sheet
A-2