HomeMy WebLinkAboutBennett Kitchen Remodel_Plans SS (2) DocuSign Envelope ID:37EB9B8A-B08D-4DA9-9CB3-F7C20B6BE2F6
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Ceilings to be
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Reframed a
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KITCHEN a
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Remove Drywall w
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for MEP Work; 2
Wall to be Restored o U
Per Fire Wall Rating DocuSigned by: o ~
**It has been verified that Y
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oaOE°�; existing slabs above and below 0
,`,°,•N.73133, unit are not post—tensioned W Z
DOCUSIgned by: UK,i STATE OF :1u� 0] U
��i�`'`�OR 1 O� , RLIECT N0.
I,��SS�ONA�Ep•`�, 20-031
869962AB01 A941 C... sexy
S-1
DocuSign Envelope ID:37EB9B8A-B08D-4DA9-9CB3-F7C20B6BE2F6
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GENERAL STRUCTURAL NOTES
UL DESIGN U419 Applicable Codes110
WALL RATING — 1 HOUR A. Construction shall be in �, �%
accordance with the 6th Edition J Ja
of the 2017 Florida Building Code �{
and ASCE 7-10. The above shall w
Typical Ceiling Fra m i n a govern except where other N
applicable codes or the C °
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construction drawings are more wa0a
18 Ga. L2"x2"x4" Clip Angle ® 16"o.c. restrictive. z a
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w/ 0.145"x0.5" Shot Pins ® 12"o.c. or w a a�
25 Go. Stud Runner Attached to Full Surface Epoxy Channel Bonding Metal Framing <-0 O
Clip Angle w/ (2) #7 Tek Screws Adhesive A. Studs shall be 25 gauge metal NOOK
Section A— A Fire Wall and meet the Steel Stud oL"C
a Manufacturers Association
Standards.
a Existing Concrete Slab B. End studs shall be seated firmly
4 Over Precast Form Panels; in the top and bottom runner
(No Post—Tension) tracks.
G ° a C. All lateral bracing must be
fastened at the time wall is
erected.
Top Channel
w/ a
25 Ga. e " D. Use a minimum of 3 Studs at
nnel �
wall corners and intersections.
1 25 Ga. FramingStud ® 16" #7 Tek Screw o N
" Drywall w/ #7-1" in each Stud E. All screw connections are based
o Attached Steel Stud Drywall Screws on CCFSS Technical Bulletin Vol. 2
Runner w/ (3) #77 Tek Screws No. 1 which outlines the AISI e $
25 a. 4"X i R-11 Batts Specifications for screw
Ceiling Framing Insulation t b connections. A clearance must -
w/ J" o ear Type be maintained from all edges of
x' Drywall UL Classification Mark) steel members.
F. Power driven fastener system,
expansion anchors, masonry
" Type Y Drywall screws and adhesive anhor W
25 Ga. 1 "x3 " system connections are based on o
Typical Drop— Down Ceiling Framing Metal Studs @ literature published by Hilti ?
16" o.c. Fastening System, Inc. Alternate
18 Ga. L2"x2"x4" Clip Angle ® 16"o.c. fasteners in accordance to Hilti w
w/ 0.145"xo.5" Shot Pins ® 12"o.c. or Remodel Unit Neighbor Unit specifications are acceptable. o
25 Ga. Stud Runner Attached to Full Surface Epoxy Channel Bonding g
Clip Angle w/ (2) #7 Tek Screws Bathroom
Adhesive Verification of Construction Conditions
A. Dimensions and elevations of
25 Ga. 1j"x1j" construction are for bidding only.
a d Bottom Channel B. Contractor shall inspect existing
d 4 Existing Concrete Slab w/ 1 Tapcon or conditions and verify dimensions,
Over Precast Form Panels; Concrete anchor elevations, etc.. which affect the
(No Post—Tension) ® 12" a.c. scope on the construction
drawings. W M
C. The Engineer of Record shall be 0 LL
notified of any variations or p
discrepancies on the construction 2
Existing Reinforced drawings. Any variations of the W
25 Ga. 1j" Vertical Framing Concrete Slab;
Stud @ 16" o.c. Attached (No Post—Tension) constructions drawings without the z
to steel Stud Runner w/ Engineer of Record consent are W o
(3) #7 Tek Screws the responsibility of the contractorLU
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and owner. 0 U
DocuSigned by: D. The construction drawings depict a W N
41 finished product and all temporary ° Y
E'o ;••, bracing and means and methods O
.•C�F'•�)r Eli
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` I of construction are the W No]3135 Z
25 Go. 1j" Horizontal. Framing Stud ® _* °:• responsibility of the Contractor. z
" Drywall w/ #7-1" - _ P Y z O
16" o.c. Attached to Steel Stud Runner 9 STATE OF :� E. All framing drywall and insulation U _
Drywall Screws DocuSigned by: : m "
w/ (3) #7 Tek Screws -.,F•.<oR,o.:.,•
�SS�ONAL�N6,. products shall be furnished and . »a
installed in accordance to all Z°-°"
essssznso,asa,c... applicable governing codes and �
manufacturer specifications. S-2