1076 Hibiscus St 2015 garage J� J �` �� CITY OF ATLANTIC BEACH
M �,�?�d sS\ 800 Seminole Road
;-o•. ;;5: ,r j Atlantic Beach, Florida 32233
J ` Telephone(904)247-5800
- ;�`�µ . FAX(904)247-5845
riJjt]9'.
REVISION REQUEST SHEET
Date: 3/z i/ / (Q Received by: �'— /�f�
Resubmitted:
Permit Number: 19_(No 1 I4I_D6-AR-2 SJ
Original Plans Examiner: Mike Soner Project Name: de c&ij ei ttiorka-.sp
Project Address: 10?C 6bt1-Luc_ N.
Contractor: -,, •.•.• 0 wtiii ' Contact Name:
Contact Phon m : cG(-3?(-9 f3 7 - Contact e-mail: ?a41")ic.1)Pk' triad.co n,
Revision/Plan ' _- ':• . 'ee (s) Due: $
Descri tion of Pro i osed Revision to Existin_ Permit:
itM.' n i I r , e, w: 1i� `-
AW `il` -;
///ll111)
--uuli"IIIIIF�I
Additional Increase in Building Value: $ Additional .
Site Plan Revised: Public W/U Approval:
By signing below. I(print name) Alk-VC AC %,k0IS affirm that the above revision
is inclusive of the proposed changes.
Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date
. Lpto
Office Use Only
Date: 3/) 3/16 Approved: Rejected: x y
otified by:
I
PlanI �
Review Comments:
1./6,1/s ore due Ir e Peel I
P//C1 /� Cr H pi/ /�-rL F r f -10V-€, C!C C a✓o ,Yi
-10 Fa� fv,iO4)1) c .?O Cr>/ /6" 1270)(, rnv,yt S7tjo/ Sib ci.n) CC'', if ke
parenr review required Year. No
BuildinV
Planning &Zoning
irrl
Tree Administrator
Public Works Plans Examiner
Public Utilities 3,_.7—/,
Public Safety
ire Services Date
Created 8/20/15 Rev.2
Poi
S. Jordan Nichols, P.E.
Consulting Engineer
1076 Hibiscus Street
Atlantic Beach, FL 32283
561 329-6597
sjnic@yahoo.com
December 1, 2015
Building Department
City of Atlantic Beach
800 Seminole Road
Atlantic Beach, FL 32233
Attention: Mike Jones
RE: Building Application no. 14-840; 14-DGAR-352
Proposed Workshop at 1076 Hibiscus Street,Atlantic Beach, Florida
Parcel No. 1710020030, Lot 3,block 188, Section "H"
To whom it may concern:
The approved plans for the above referenced detached workshop called for 2 x 4 walls with studs
constructed 16" on center. In accordance with Table 2308.9.1, Size, Height and Spacing of
Wood Studs in the International Building Code (copy attached), and in an effort to simplify
construction, the studs were installed 24" OC or less. We are requesting that this spacing be
accepted in that it conforms with the spacing outlined in Table 2308.9.1. In particular, the wall
height is less than 10'and only supports a roof.
It should also be noted that built up 04 columns (two 2x4 studs) were installed in each of the
longer walls which provide additional bearing capacity.
Three signed and sealed copies of revised plans are attached. If any thing else is required, or a
modification fee required, please let us know. Thank you for your assistance in this matter.
Sincerel .
S. Jordan Nichols, P.E.
attachments
vi
- Clicfi�+ere for "
PAID Subscriptions
• International Building Code
a 1 2012 (Second Printing) 1
• Chapter 23 - Wood
• SECTION 2211 CO! D-FORMED STEEL LIGHT-FRAME CONSTRUCTION
• 2308.9 Wall framing.
2308.9.1 Size, height and spacing.
2308.9.2 Framing details.
2308.9.3 Bracing.
2308.9.4 Cripple walls.
2308.9.5 Openings in exterior walls.
2308.9.6 Openings in interior bearing b partitions,
2308.9.7 Openings in interior nonbearing partitions.
2308.9.8 Pipes in walls.
2308.9.9 Bridging.
2308.9.10 Cutting and notching.
2308.9.11 Bored holes.
Top Previous Section Next Section To view the next subsection please select the Next Section option.
4
2308.9.1 Size, height and spacing.
The size, height and spacing of studs shall be in accordance with Table 2308.9. 1 except that utility-
grade studs shall not be spaced more than 16 inches (406 mm) o.c., or support more than a roof and
ceiling, or exceed 8 feet (2438 mm) in height for exterior walls and load-bearing walls or 10 feet
(3048 mm) for interior nonload-bearing walls. Studs shall be continuous from a support at the sole
plate to a support at the top plate to resist loads perpendicular to the wall. The support shall be a
foundation or floor, ceiling or roof diaphragm or shall he designed in accordance with accepted
engineering practice.
Exception: Jack studs, trimmer studs and cripple studs at openings in walls that comply with "Table
2308.9.5.
TABLE 2308.9.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS
BEARING WALLS NONBEARING
WALLS
STUD Laterally Supporting Supporting
SIZE unsupported Supporting one floorroof and , two floors, Laterally
(inches) stud heights ceiling only roof and roof and unsupported Spacing
(feet) ceiling ceiling stud heights (inches)
Spacing (inches) (feet)
2x 3b — -- _ 10 16
2x4 10 24 16 14 24 _
3 x 4 10 24 24 16 --14 —- 74- J7? J 3
•
Click here for
PAID Subscriptions
• International Building Code
o j 2012 (Second Printing) ]
• Chapter 23 - Wood
■ SECTION 2211 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION
■ 2308.9 Wall framing.
2308.9.1 Size, height and spacing.
2308.9.2 Framing details.
2308.9.3 Bracing.
2308.9.4 Cripple walls.
2308.9.5 Openings in exterior walls.
2308.9.6 Openings in interior bearing partitions.
2308.9.7 Openings in interior nonbearing partitions.
2308.9.8 Pipes in walls.
2308.9.9 Bridging.
2308.9.10 Cutting and notching.
2308.9.11 Bored holes.
Top Previous Section Next Section To view the next subsection please select the Next Section option.
2308.9.1 Size, height and spacing.
The size, height and spacing of studs shall be in accordance with Table 2308.9.1 except that utility-
grade studs shall not be spaced more than 16 inches (406 mm) o.c., or support more than a roof and
ceiling, or exceed 8 feet (2438 mm) in height for exterior walls and load-bearing walls or 10 feet
(3048 mm) for interior nonload-bearing walls. Studs shall be continuous from a support at the sole
plate to a support at the top plate to resist loads perpendicular to the wall. The support shall be a
foundation or floor, ceiling or roof diaphragm or shall be designed in accordance with accepted
engineering practice.
Exception: Jack studs, trimmer studs and cripple studs at openings in walls that comply with Table
2308.9.5.
TABLE 2308.9.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS
BEARING WALLS NONBEARING
WALLS
STUD Laterally Supporting Supporting ,
SIZE unsupported Supporting one floor, two floors, Laterally
a roof and unsupported Spacing
(inches) stud height ceiling only roof and roof and a
(feet) ceiling ceiling stud height (inches)
(feet)
Spacing (inches)
2x3b — — — — 10 16
2 x 4 10 24 16 — 14 24
3 x 4 10 24 24 16 14 24
iGeneral Notes
1/4" = 1 ' },
2x 10 ridge beam 0
_ O
L
11 2x8Rafters, 2'
15,_6„ mop
O.C. +-'
U)
II
1111 i D
I �_I
2 ' iI -CD
Hum
I 1�!.'I hi orcan Geq.eacipsh ' 4
I I,—I I 11 rafter
N.
I !I ILII O
V-
1 5'-6" II 11
■I.1��.\I!\.I J
CD 1-'-
1
2 x 4 Outriggers, 2' OC 2" x 10" Ridge Board L-
('6 U
0 RI
a m��� ���� �� �� � � �:
EMIIIMININNIIMMINIIMEMINIIMINIMIIIIMIIIIMINEM
p =
13' 7" 1 111 1' O
rill
7' 8" 03
_s'12.1 Pm.) � r-� >
3' —
North Elevation \No Revision/Is . Dot
1/8"spacing is
recommended at all edge and /"'"" "'
end joints unless otherwise Stagger
indicated by panel end joints
manufacturer / (optional)
APA RATED 1111. I L r
SHEATHING
1.
.4 I I/I 01.I I I II I I I Silliiii1111100,, - Ay v .- '1.) .D
444;41N„
�''�� ,rO,''. Protect edges of Exposure 141111/11" •�' panels against exposure to l.� ���g •. C� �IIpanelweatsr,or tense Exte or
panel starter strip E .-74
Asphalt shin les.Fol. ` s�manufacturer's recommendations forroofing felt. Drip Edge1/9/2013 0 #]Covered by roofing felt
As Noted
I
16'
16'
1
I
10" thick 12" wide 1
thickened edge/ 1 . 2"ii/(- /-`)))
Tw/ 2 - No. 5re-bars I, Zq " p . ,
6 x 6 WW Mesh
22'
1
Anchor Bolts
4' O.C.
I
I
I
I
Foundation Plan Wall Framing PIS
2 x 10 Ridge Board
2 x 8 Rafters, 2' O.C.
6 1-12-1., 61
2
2 x 6 rafter ties attached �
with 4-16 d nails,each side,4'O.0. t/___ __ \\
i 13 7"
s ewe,,r�r •, g�x��
Garage aoo.
Garage Door
I
10" thick 12" wide � - � 1 w° �-�°
::.
Mm,d,
thickened edge .d
w/ 2 - No. 5 re-bars Typical Roof Framing Section East Elevation
11-
WOOD FRAMIN_ . /� I,:.,. 15 lb felt paper barrier, stapled
to sheathing
�• * -------15/32" Plywood Sheathing
190,-T00.4 ,L, nailed 6" O.C. around edge'
Anchor Bolts �. 12" O.C. in middle , 8d nails
4' O.C. Cement Board
<d e STARTER STRIP
CONCRETE SLAB /
MASONRY FOOTING •
I