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Wall Plan Layout & Details 5y:
George Dzama, P.E. (#73135) ���,���� E ,D������r J'
12393154th Rd. �% DEG ••,..2q r-
Jupiter FL 33478 SC�` ::y�GE N SF•.•� •,�� **It has been verified that
(772) 260-3371 •`` N 7313 =: * existing slabs above and
below the unit are not post-
10 — >,ze- * .� tensioned
• ST TE OF.
REVIEWED FOR
CODE COMPLIANCE �''•.%SsioniA�-�;;.�`
ST. LUCIE COUNTY
ROCC i i /z5 /, -, Drop Down Ceiling Framing
f— w/ 25 Ga. 1 5/8"x1" U Channel
New Knee Wall
@ Counter Height g_g
A -A
WIN
Existing Wall to
Remain
C-C
Fire Wall Opening
for MEP Work
M-0„
REVIEWED FOR
CODE COMPLIANCE
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Cly lay"off
mi=VIEWED FOR.
MPL.IANCE
E COUNTY
ACC
RECEIVED
NOY 12 7p19
Permitting Department
St. Lucie County
Section A —A
#7 Tek Screw
In each Stud
Connection
25 Go. 117x1:"
Top Channel
Existing 25 Go.
1 J"x1 J" Bottom
Channel to Remain
Existing Re....... ---
Concrete Slab;
(No Post —Tension)
-:5 Ga. 1 t x3g"x12"
letal Stud Top Plate
:onnector
:5 Ga. 18"x1 �'
fetal Studs @
6" o. c.
Section B—B
25 Ga. 1 F"x1 4"
Top Channel w/
#7 Tek Screw
in each Stud
Existing 25 Go.
1 R"x1 :" Bottom
Channel to Remain
Existing Reir _
Concrete Slab;
(No Post —Tension)
5 Go. 14"08"
letal Studs 0
6" o. c.
to
no
"
�o
a
Section C—C
GENERAL STRUCTURAL NOTES Q rN
�N
Applicable Codes
UL DESIGN U419 A. Construction shall be in accordance with the 2014 Edition of
WALL RATING — 1 HOUR the Florida Building Code and ASCE 7-10. The. above shall In
govern except where other applicable codes or the
construction drawings are more restrictive.
25 Ga: 1"x1" Metal Framing
Top Channel w/ A. Studs shall be 25 gauge metal and meet the Steel Stud
#7 Tek Screw Manufacturers Association Standards.
in each Stud B. End studs shall be seated firmly in the top and bottom
runner tracks.
25 Go. 11"x1r C. All lateral bracing must be fastened at the time wall is
Drop Down R-11 Batts erected.
Ceiling Framing Insulation (to bear D. Use- a minimum of 3 Studs at wall corners and intersections.
w�/ J" Type E. All screw connections are based on CCFSS_ Technical Bulletin
x' Drywall UL Classification Mark) Vol. 2 No. 1 which outlines the AISI Specifications for screw
connections. A i" clearance must be maintained from all
I" Type 'X' Drywall edges of steel members.
25 Go. 1J"x3J' F. Provide wind anchors at supports for all roof joists and truss
Metal Studs 0 rafters. Anchors/Fasteners shall be Simpson brand or o
16" 0. C. approved equal. z
G. Power driven fastener system, expansion anchors, masonry q
screws, and adhesive anhor system connections are based on. z
Remodel Unit -- Neighbor Unit literature published by Hilti Fastening System, Inc. Alternate W
Bathroom fasteners in accordance to Hilti specifications are acceptable. .c
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z
Verification of Construction Conditions
�-25 Go. 1$"x1r A. Dimensions and elevations of construction are for bidding w
Bottom Channel only, y
w/ 1i" Tapcon or B. Contractor shall inspect existing conditions and verify o
Concrete anchor dimensions, elevations, etc.. which affect the scope on the
® 12" °.°. construction drawings.
C. The Engineer of Record shall be notified of any variations or
discrepancies on the construction drawings. Any variations of Ill
the constructions drawings without the Engineer of Record
ExistingReinforced consent are the responsibility of the contractor and owner. O `
Concrete Slab; D. The construction drawings depict a finished product and all w
(No Post -Tension) temporary bracing and means and methods of construction
are the responsibility of the Contractor. 2
�Zq� E. All Roofing and Window Products shall be furnished and O
,� 0 ••••....••••M �� installed in accordance to all applicable governing codes and O
:•��,;��GENSF•.•� ••� manufacturer specifications. _
N 1
• •
f—
• REVIEWED FOR Q'
• •* U m
•
z :
JJ CODE COMPLIANCE W Z
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9: gTATE OF, :4
'•,o�•.,�r1-1q-1, �z.•' ST. LUCIE COUNTY a =
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BOCC
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