HomeMy WebLinkAbout10.9.20 Greehan Remodel_Plans_Rev SS DocuSign Envelope ID:79248B6C-541 B-4FC7-8F4E-12B22426C852
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Ceilings to be
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+ • + Reframed ~" Remove Drywall
for MEP Work;
Y Wall to be Restored a
Per Fire Wall Rating a
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Remove Drywall
for MEP Work;
Wall to be Restored
Per Fire Wall Rating Enhy
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GT + I . fT a ' ; F DocuSigned by:
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No 73135 O m
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STATE OF :•W nN/
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Permit 2009-0198 ,S��NA�E�:•L' a C
Comment #1: W Z =
No Drilling Permitted into
Reinforced Concrete
20-028
Post—Tension Slab DocuSigned by:
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869962AB01A941 C...
DocuSign Envelope ID:79248B6C-541 B-4FC7-8F4E-12B22426C852
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Section A—A Fire Wall Section B—B Fire Wall o
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Existing Reinforced GENERAL STRUCTURAL NOTES L"
Concrete Slab a
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Applicable Codes vi WW
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° A. Construction shall be in accordance N EEwith the 6th Edition of the 2017 Of '025 Ga. 18"x1j" 25 Ga. 1 "x1 " Florida Building Code and ASCE 7-10. a- 60Top Channel w/ Permit 2009-0198 Drop Down The above shall govern except where W a0o#7 Tek Screw Comment #1: Ceiling Framing other applicable codes or the Z in each Stud Clouded Regions refer to w/ I" Type construction drawings are more '�'<�comment revision 'x' Drywall restrictive. QM"o25 Go. 1j�"x1}" Qor)Drop Down1 Batts � Type 'x' Drywall Metal Framing Nt.
Ceiling Framing over 1" PT Furring A. Studs shall be 25 gauge metal andw/ F" Typelation (to bear Strips ® 16" o.c. meet the Steel Stud Manufacturers
'x' DrywallClassification Mark) Association Standards.
° B. End studs shall be seated firmly in
" Type Y Drywall 10" Reinforced the top and bottom runner tracks.
Concrete 25 Ga. 1 j"x38" Shear Wall a 25 Ga. 1 "x3 " C.
at theral time wallbracing
ismust
er cted,fastened
Metal Studs @ Metal Studs
16" o.c. D. Use a minimum of 3 Studs at wall
16" o.c. corners and intersections.
n E. All screw connections are based on a 's
Remodel Unit Neighbor Unit Neighboring Remodel Unit CCFSS Technical Bulletin Vol. 2 No. 1
Bathroom Unit Bathroom which outlines the AISI Specifications w
for screw connections. A J" clearance "
DocuSigned by: must be maintained from all edges of e 9
25 Ga. 3 "x1 Top & steel members. m
25 Go. 3j"x1}" Top & w
Bottom Channel w/ Bottom Channel w/ F. Power driven fastener system, €
a � w
�o'"•••, 0.145"x0.5" Shot Pins ® expansion anchors, masonry screws, _
• o . Existing Reinforced 0.145"x0.5" Shot Pins ® and adhesive epoxy anchor system
41c,.';GEN" '�/'': 12"o.c. or Full Surface
SF'.9 Concrete Slab ° 12"o.c. or Full Surface p y y
No 73135 Epoxy Channel Bonding Epoxy Channel Bonding connections are based on literature
;t Adhesive Adhesive published by Hilti Fastening System,
4 Inc. Alternate fasteners in accordance
?9 STATE OF .4•�
to Hilt! specifications are acceptable. LU
L Existing Reinforced 1_S'•amuaa`
�''4S�aNA �rP`� Verification of Construction Conditions o
Concrete Slab z
UL DESIGN U419 4—Hour Fire Resistance Ratina A. Dimensions and elevations of
WALL RATING — 1 HOUR 10" Carbonate Aggregate construction are for bidding only.
Concrete w/ Type Y Drywall B. Contractor shall inspect existing W
conditions and verify dimensions, o
DocuSigned by: Over 1" PT Furring Strip elevations, etc.. which affect the
LpTypical Drop—Down Ceiling Framin (ACI 216.1M-7) scope on the construction drawings.
�- C. The Engineer of Record shall be
869962A801A941 C... notified of any variations or
8 a. L2'x2"x4' Clip Angle ® 16'o.c.
25 Go. Stud Runner Attached to w/ 0.145"xG.5" Shot Pins ® 12"o.c. or discrepancies on the construction
Clip Angle w/ (2) #7 Tek Screws Full Surface Epoxy Channel Bonding drawings. Any variations of the
Adhesive Typical Ceiling Framing constructions drawings without the
- Engineer of Record consent are the
responsibility of the contractor and
a d d Q / 18 Ga. L2"x2"x4" Clip Angle ® 16"o.c. owner.
Existing Reinforced 25 Go. Stud Runner Attached to w/ 0.145"x0.5" Shot Pins ® 12"o.c. or D. The construction drawings depict a
Concrete Slab Clip Angle w/ (2) #7 Tek Screws Full Surface Epoxy Channel Bonding finished product and all temporary
A he ive bracing and means and methods of m
construction are the responsibility of
_9 ° the Contractor.
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° E. All framing, drywall, and insulation W
° `Existing Reinforced products shall be furnished and C
d Concrete Slab installed in accordance to all W O
25 Ga. 18" Vertical Framing o
Stud ® 16" o.c. Attached applicable governing codes and Z
to Steel Stud Runner w/ manufacturer specifications.
(3) #7 Tek Screws � 0
Permit # 2009-0198
25 Go. 1j" Framing Stud ® 16" �" Drywall w/ #7-1" Comment #1: 0
o.c. Attached to Steel Stud Drywall Screws No Drilling Permitted into (�
25 Ga. 1 Horizontal. Framin Stud ® Runner w/ (3) #7 Tek Screws Reinforced Concrete.
16" o.c. Attached to Steel Stud Runner Drywall ScreDrywall �s#7-1 Post—Tension Slab-OM
w/ (3) #7 Tek Screws
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