HomeMy WebLinkAboutEngineering**It has beer
that existing
below unit or
post —tension,
sa
Typical Ceiling Framing
Typical Drop
—Down
Ceiling Framing
"gb
ah a od
25 Co. Stud Runner Attached to
18 Go. U*.2'k4' Clip Angle O 16'..a
25 Ga. Stud Runner Attached to
18 Co. W 2" a Clip Angle O 1600 c.
1.018 onstNetion shall be In
with the 6th Edition
Clip Angle w/ (2) y7 Tek Snews
w/ 0.145'x0.5' Shot Pins O 12'o.c.
Cup Angle w/ (2) yl
Tek Screws
w/ a145'x0.5" Shot Pins O 12'o.a.
accordance
of the 2017 Florida Building Code
and ASCE 7-10. The above shall
'
govern except where other
.•°
Existingg Reinforced
Slab;Concrete
ExlaWg Relnfa..d
Slab;
a Iicable Codes or the
DP
C0..str.CSl0a drOWI099 are more(No
¢
Post -Tension)
(No Pst-Tension)
restrictive.Metal
Framing
t
A. Studs shall be 25 gauge metaland meet the Steel StudManufacturers
Association25
Ga. IliFmmNyy Stud O 16"
to Steel Stud
' Drywall w/ p7-l'
25 Co. 1r Vertical Frown
Stud o IV o.c. Attac
Standards.
B. End studs shall be seated firmly
eAttached
Runner w/(3) p7 Tek. Screws
Drywall Saewe
to Steel Stud Runner
In the top and bottom runner
(3) y7 Tek Scr
tracks.
C. All lateral bracing must be
fastened at the time wall Is
erected.
25 Ca. 18' HorlFonte. Frowning Stud
D. Use a minimum of 3 Studs at
wall corners and Intersections.
16' cc. Attached to Steel Stud Runner
w/ (3) B7 Tek Screws
k" Drywall w/ y7-1'
E. All screw connections are based
6rywall Screws
on CCFSS Technical Bulletin Vol. 2
Section A —A Fire Wall
No. 1 which outlines the AISI
Specifications for screw
Existing Relntamed
- Section
B—B Fire Wall
connections. A Tj" clearance must
Concrete Slob;
be maintained from all edges of
(No Past-Tenelon)
. , , •,
TVDical
Wall Construction
steel members.
F. Provide wind anchors at supports
(No
'x' brywoll
1'PT
8' Reinforced over Frring
Concrete Wall a' 541ps'O 16'uo.c
Neighboring A Remodel Unit
Unit Bathroom
f +,
for all roof joists and truss
rafters. Anchors/Fasteners shall
be Simpson brand or approved
25 ea. IrAr
equal.
z
Top Channel w/
G. Power driven fastener system,
®7 Tek Screw
In each Stud
expansion anchors, masonry
screws, and adhesive anther
25 Go. 1B'xt j'
syysstem connections are hosed on
Top Channel w/
25 Go. 18'xt]'
literature published by Hlld
a
Screw
reach
Drop Dawn
R-11 sets Insulation
-(to
Fastening System, Inc. Alternate
'�
Ilnn each Stud
Ceiling Framing
bear UL
fasteners In accordance to Hilti
d
wX8' Type
Cl...Inaction Mark)
specifications are acceptable.
a
Drywall
Verification of Construction Conditions
@' Type 'X• Drywdl
A. Dimensions and elevations of
25 Ga lrx3r
Metal Studs o
construction are for bidding only.
S. Contractor Inspect
W
25 ao. t
- 16"-o•c ------ -'
shall existing
- -conditions-and-verify'dlmensions,
O
d. a
Metal Studs o
elevations, etc.. which affect the
tfi' o.c.
Remodel Una
—Neighbor Unit
drawscope n the construction
drawings,
m
Bathroom
C. The Engineer of Record shall be
i
notified of any variations or
25 Ca. I Kannxlr discrepancies on the construction a ',
Bottom Channel O
w 1' Ta con or 25 t o. Chan° drawings. Any variations gs- of the
/ a p eot_lom Channel
Exlaunnerat�Concreta anchor Conineer of Record
consent at_the_
Concrete Slab; O 12• oc 25 Ca. 1�'xlf' A4pUllppwrw / or. .,con or Engineer of Record consent are F- 1,
(No Post -Tension) Existing Reinforced Salton Criar�g�nE OZq /Aw' Connate anchor the red
of the Q
Concreto Slob; / t3' T---*�``` �^^^4..... , 4f, ww O 12' a.c. Contractor and owner. m'
(No Poet-Tenelon) Cancret ° V - •' EN 3 ••• �e
'•' ' 0 U �O. F D. The construction drawings depict o as
�4q
.. a finished product and all nn Z
temporary bracing and means and a Iang Reinforced methods of construction are the4-Hour Fire Resistance Rating CW$.ncree Slab; responsibility of the Contractor.8" Carbonate Aggregate ,a*g�dr�Post-Tenelon) E. All framing, drywall, and insulation ;7 Y
S T'Tw P;'� Croducls shall be (.....shed andConc_
etailed in accordance to
(OverACI 4161 M--7) Furringrywall Loft
',w9hyFSg;0NP `�ab,,, UL DESIGN U419 mparlylQotgr¢r epQG�ficatlans°Ind $-2
'011WALL RATING - 1 HOUR Yoo 'Opy