HomeMy WebLinkAboutExisting Floor PlanA R C H I T E C T S
2194 HWY. A1A, SUITE 301,
INDIAN HARBOUR BEACH,
FLORIDA 32937PH:
321-802-3591
www.abdesigngroup.com
AA #: 0003325
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' REMODELING
PROJECT FOR:
MIKE
PROJECT#
20010.121 /2022-015
MR CONSTRUCTION
BOX 1148, JENSEN
BEACH, FL 34958
PAGE:
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ARCHITECT:
STATE OF FLORIDA
PRINT 3 4 2022
DATE: / /
SCALE: 1/4"=1'-0"
SHEET
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A R C H I T E C T S
Design
ro up LLC
2194 HWY. A1A, SUITE 301,
INDIAN HARBOUR BEACH,
FLORIDA 32937PH:
321-802-3591
www.abdesigngroup.com
AA #: 0003325
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REMODELING
PROJECT FOR:
MIKE
PROJECT#
MR CONSTRUCTION
BOX 1148, JENSEN
BEACH, FL 34958
PAGE:
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ARCHITECT:
STATE OF FLORIDA
MICHAEL C.
AR NO
PRINT BATE: 3 4 2022
SCALE: 1/4"=V-0"
SHEET
E 1.0 {
Y
A R C N I T E C T S
2194 HWY. A1A, SUITE 301,
INDIAN HARBOUR BEACH,
FLORIDA 32937PH:
321-802-3591
www.abdesigngroup.com
AA #: 0003325
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REMODELING
PROJECT FOR:
MIKE
PROJECT#
20010.121/2022-015
MR CONSTRUCTION
BOX 1148, JENSEN
BEACH, FL 34958
PAGE:
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PRINT DATE: 3 4 2022
SCALE: 1/4"=l'-0"
SHEET
A 2.0
A R C H IT E C T S
2194 HWY. A1A, SUITE 301,
INDIAN HARBOUR BEACH,
FLORIDA 32937PH:
321-802-3591
www.abdesigngroup.com
AA #: 0003325
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"REMODELING'
PROJECT FOR:
MIKE
PROJECT#
'MR CONSTRUCTIOP
BOX 1148, JENSEN
BEACH, FL 34958
PAGE:
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ARCHITECT:
STATE OF FLORIDA
A
PRINT 3 4 2022
DATE: /
SCALE: 1/4"=1'-0"
SHEET
E 2.0
>DuAgn No. U411:
March.03, 2010
Nan bearing Wall Rating — 2HR.''
A R C H I T E C T S
1 Floor and Ceiling Runner — (:Not Shown) Min 25 MSG galv steel, 1 in. return legs, 2-1/2 in:. deep (min), attached to floor
and ceiling with fasteners 24 in. 4C max.'
LA1 Framing: Members* —'Floor and Ceiling: Runners — (Not show n).- As an alternate to Item 1 For use ith Item 2A;:
channel shaped,. mn 2 1/2 in, deep, attached to floor and ceilinq with fasteners 24 in. OC. max.
IB. Floor and: Ceiling Runners — (Notshown)—For use with Item 2B-Channel shaped, fabricated from min 20 MSG corrosion -
protected or gals steel, min width to accommodate stud size, with min 1 in. long legs, attached to floor and ceiling with fasteners'
spaced max 24 in OC
SC. Framing Members*— Floor and Ceiling Runners — (Not shown) - As an alternate to Item 1 - For use with Item 2B,
channel shaped, min 2-1/2 in. wide fabricated from inn 0 015,.in thick galv`steel, attached to floor and ceiling: with fasteners 24.
in. OC. max.
2. Steel Studs Min 2-1/2 in. deep, formed of min 25 MSG gale steel max stud spacing 24 in. OC. Studs to be cut 3/4in, less
than assembly height.
2A. Framing Members*— Steel Studs — As an alternate to Item 2 - For use with Item IA, channel shaped studs min 2-1/2
in. deep, spaced a max of 24 in. OC. Studs to be cut 3/4 inless than assembly height. r
2B.. Steel Studs:— (As an alternate to Item 2, For use with Item 4D) Channel shaped, fabricated from min 20 MSG corrosion
protected or gale steel, 3 1/2 in. mindepth, spaced a max of 16 inOC Studs friction -fit into floor and ceiling runners. Studs to
be cut 5/8 to 314 in, less than assembly height.
2C. Framing Members*—. Steep Studs — As an alternate to Item 2 - For use with Item 1B, channel shaped studs, min 2-1/2
in. wide fabricated from min 0.015 in. thick galy steel, spaced a max of 24 in. OC Studs to be cut 3/4 in. less than assembly
height...
3. Batts and Blankets* — (Optional) Mineral wool or glass fiber batts partially or completely filling stud cavity. Fasten each;
batt to wallboard base layer with a min 9/16 in long; staple. Use five staples for each 4 ft piece. Drive one staple in the center of
each piece and a staple at each corner, approx 3 in. from edges:.
See Batts and Blankets (BZJZ) category for names of manufacturers.
3A. Fiber, Sprayed* — Asan alternate: to Batts and Blankets (Item 3)— Spray applied cellulose material. The: fiber is applied
withwater to completely fill the enclosed cavity in: accordance with the application instructions supplied with the product..
Nominal dry :density of 3.0 Jb/fts Alternate application method; The fiber is applied with U.S.Greenfiber LLC Type ADI00 hot:
melt adhesive ate nominal ratio of one part adhesive to 6.6 parts fiber to completely fill the enclosed cavity: in: accordance with
the application instructions supplied with the product Nominal 'dry density of 2.5 lbfft3::
3B.: Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 3) and Item 3A - Spray applied- cellulose insulation material.
The fiber is applied with water to interior surfaces in accordance with the application instructions supplied with the product.
Applied to completely fill the enclosed cavity. Minimum dry density of 4..3 pounds per cubic ft
3C Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 3) - Spray applied cellulose fiber. The fiber is applied with
water to completely fill the: enclosed cavity in accordance with the application instructions supplied with the product. The.
minimum dry density shall be 4 30lbs/f:3..
4 Gypsum Board* — 5/0 in. thick, outer layer paper, glass mat or vinyl. surfaced:. (Laminated System) Gypsum board applied
vertically in two layers Inner layer attached to studs with 1 in. long Type S steel screws spaced B in. OC along :vertical edges,
and :12 in. OC In the field and outer layer laminated to inner layer with joint compound, applied with a notched spreader
producing continuous beads of compound about 318 in. in diameter, spaced not greater than 2 in. OC. Joints of laminated outer
layer offset 12 In, from inner layer Joints Outer layer, gypsum board attached to Floor and ceiling runner track with 1-5/8 in,. long.
Type -S steel screws spaced 12 in. OC.;
Optional, (Direct Attached System), Inner layer attached to studs with I in. long Type S-..steel screws spaced 16 in. OC in the
field and along the vertical edges. Outer layer attached to the studs over the inner layer with 1-5/8-in long Type S steel screwsr.
spaced 16 in. OC in the field and along the vertical edges and 12 in OC to the floor andceiling runners. Joints of screw -attached
outer layer offset: from inner layer joints. Joints of outer layer may be tapedor untaped.:
Nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. Joints reinforced
4A.. Gypsum Board* — (As an alternate. to Item 4) — Nom 314in, thick, installed as described in Item 4-with 1-1/4 inlong:
Type S screws for inner layer and 2-1/4 in. long Type S screws for outer layer,
48.. Gypsum Board* — (As an alternate to Item 4:and 4A) —5/8 in. thick, 24 to 54 in.. wide, applied horizontally as the outer
layer to one side of the assembly. Horizontal joints need not be backed by steel framing. Secured as described in Item 4 for the
:direct attached system. When. used in widths other than 48 in.. gypsum panels to be installed' horizontally,..
4C. Gypsum. Board* —,(As an alternate to Items 4, 4A and 4B) — Two layers of 5/8 in. thick gypsum board applied horizontally:
or vertically. Inner layer attached to studs with No. 6 by 1 in. long Type S bugle head screws spaced: 24 in. OC along the top and
bottom tracks starting 2 in. and then 12 in. from the vertical edge. Inner layer screws spaced 24 in. OC along the studs, starting
2 in. and then 12in. from the top andbottom of the studs and starting 1--1/4 in. from the horizontal joints when installed
.layer ofcom
surface of Cl
whed to studs with 1-5/8 in. long Type S bugle Mead screws spaced 16 in OC along. the top and
in. from thevertical edge Outer layer screws spaced 16 inOC along the studs, starting 1-3/4 in.,
and bottom of the studs and starting 1 1/4 in. and then 8 in, from the horizontal joints when
it joints centered over studs and staggered one stud cavity on opposite sides of studs Vertical join:
one stud cavity Horizontal joints need not be backed by steel framing, Horizontal edge joints and
osite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in
min of 12 in. When outer layers are installedhorizontally, vinyl or casein, dry or premixed joint.
itwo coats to joints and screw heads of outer layer. Paper tape, nom tin wide, embedded in first
Pints of outer layer panels Nom 3132 in. thick gypsum veneer plaster may be applied to the entire
4D; Gypsum Board* — (Not Shown) -(As: an alternate to Item 4 when used as the base layer on one or both sides of wall. For
direct attachment only to steel studs Item 2B) - Nom 5/8 in, thick lead backed gypsum panels with beveled, square or tapered:'
edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs Gypsum
board secured to studs with 1 1/4 in. long Type S-12steel screws spaced in. OC at perimeter and, 12 in OC in field,
4E. Wall and partition Facings and Accessories* — (As an alternate to Items 4 through 4D) — Nominal' 5/8 in. thick, 4 ft
wide panels, applied vertically and secured as described in Item 4.
5. Lead Batten Strips — (Not Shown, For Use With Item 4D):- Lead battenstrips, min. 1/2 in. wide, max 10:ft long with a
max thickness of 0 125 in, Strips placed on the interior face of studs and attached from the exterior face of the stud with. two I.
in. long Type S 12 pan head steel screws, one at the top of the strip and one at the bottom of the strip Lead batten steps to
have a. purity of 99 9% meeting the Federal specification QQ-L-201 f, Grade "C Lead batten strips required behind vertical. joints.
of lead backed gypsum board (Item 41)) and optional at remaining stud locations Required behind vertical joints.
6. Lead Discs or Tabs — (Not Shown, For Use With Item 4D) =Used in lieu of or in addition to thelead batten strips (stern 5) or
optional at other locations Max 3/4 In. diam by max 0.125 in, thick lead discs compression fitted or adti over steel screw
heads or max 1/2' Inr by 1-1/4 in,: by max 0.125 in. thick lead tabs placed on gypsum boards (Item 4D) underneath screw
locations prior to :the installation of the screws. Lead discs or tabs to have a our of 99.9% meeting: the Federal specification
QQ-L-20if, Grade "C".
EXISTING
CONC. F1
(2) LAYERS
5/8" GYP. BD.
EXIST
CONC
NOTE: CONCRETE NAILS
SHALL PENETRATE INTO
CONCRETE FLOOR NO
GREATER THAN 3/4" TO
AVOID POST —TENSIONING
CABLES.
1/2" GYP. BD. ON METAL CLIPS
3-1/2" METAL RUNNER
ATTACHED TO CONCRETE
WITH CONCRETE NAILS
SPACED 12" O.C. MAX.
r�ll��r���rlriaa
:TAL RUNNER
TO CONCRETE
RETE NAILS
O.C. MAX.
14V IL. ., 11CRETE NAILS
SHALL PENETRATE INTO
CONCRETE FLOOR NO
GREATER THAN 3/4" TO
AVOID POST —TENSIONING
CABLES.
INTERIOR NON -BEARING FIRE -RATED
WALL SECTION - 2 HOUR
(METAL STUD)_
NOTE: CONCRETE NAILS
SHALL PENETRATE INTO
CONCRETE FLOOR NO
GREATER THAN 3/4" TO
AVOID POST —TENSIONING
EXISTING CABLES.
CONC. FEeE)R
/2" GYP. BD. ON METAL CLIPS
METAL RUNNER
ATTACHED TO CONCRETE
1/2" GYP. BD. WITH CONCRETE NAILS
SPACED 12" O.C. MAX.
EXIST
CONC
AL STUD WALL
NER ON 2x4
M PLATE W/
NAILS SPACED
AX.
..,,I,CRETE NAILS
SHALL PENETRATE INTO
CONCRETE FLOOR NO
GREATER THAN 3/4" TO
AVOID POST —TENSIONING
CABLES.
INTERIOR NON -BEARING WALL SECTION
METAL STUD
C�2
Design
r®u LLC
2194 HWY. A1A, SUITE 301,
INDIAN HARBOUR BEACH,
FLORIDA 32937PH:
321-802-3591
www.abdesigngroup.com
AA #: 0003325
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OPT I
REMODELING
PROJECT FOR:
MIKE
McMAUDE
PROJECT#
20010.121 2022-015
JMR CONSTRUCTION
BOX 1148, JENSEN
BEACH, FL 34958
PAGE:
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ARCHITECT:
STATE OF FLORIDA
PRINT DATE: 3 4 2022
SCALE: 1/4"=1'-O"
SHEET
A30