HomeMy WebLinkAbout2101-0067 comment response6118 SE Federal Highway
Stuart, FL 34977
Tel: 772.288.6255
Fax: 772.286.2072
St Lucie County Building Dept
Re; Plan Review comments for 2101-0067
To whom it may concern,
DreamMaker.
Bath &Kitchen
Comment 1; No slab drilling, cutting or mechanical fasteners will be used in this scope
of work, the WEDI brand shower system grouts to the existing slab also using the
existing drain location.
Comment 2 ; The tenant separation wall has been identified on the attached plan.
There also appears to be a utility chase area of unknow use in the area behind the
toilets and showers, this wall will be treated as a fire rated wall at this time, being that its
actual use is unknow. This supplied plan is based on field measurements, no building
plans seem to exist with the HOA association or in the county's records department.
Comment 3; 1 have attached 3 options to complete the construction of the fire rated
walls — each end of the proposed shower remodel area, about 32" at each. Once the
existing shower tile and wall board are removed, we will be able to determine the best of
the options to use based on existing building conditions.
Thank you, —�02
-z7- 20,2I
Dave Morelli
G
ENHANCING LIVES. IMPROVING HOMES.
DreamMaker— Stuart.com
Each franchise location is independently Owned and Operated
�%• �cicsG
P'snring & L:evelopment Services
Building a Code Regulation Division
2300 Vkginla Avenue
r"ortPierce,FL 3,982
REVIEW COMMENTS
PROPERTY INFORMATION
Address: 10102 S Ocean Dr 303A Owner(s):
Dennis L Johnson
City / State / Zip: Jensen Beach, FI 34957
Parcel #: 4502-802-0020-000/1 Jurisdiction: SAINT LUCIE COUNTY
Zoning: HIRD Lot#: Block:
APPLICATION INFORMATION
Permit Number: 2101-0067 Stories:
Permit Type: BUILDING RESIDENTIAL RENOVATION
CONTRACTOR INFORMATION
Contractor Name:
Edward W Gribben
Business Name:
Gribben Construction Co Inc
Business Addr:
6118 Se Federal Hwy
City / State / Zip:
Stuart, FI 34997
REVIEWS AND COMMENTS
Review Type Status Reviewed By
FRONT COUNTER REVIEW COMPLETE Deanna Givens
Comment:
NOTIFIED FOR PICK UP PENDING
e1
Automatic Sprinkler System? No
Fax Number: 772-286-2072
Email: Dave@Dreammaker-
Stuart.Com
Date Started Date Completed Date Released
1 /6/2021 1 /6/2021 1 /6/2021
Comment:
PLANS EXAMINER REVIEW INCOMPLETE Jpi, Inc -Andrew 1/21/2021
1/21/2021 Comment: 1) PROVIDE DOCUMENTATION IN THE FORM OF RECORD DRAWINGS OR DESIGN PROFESSIONAL'S
LETTER TO VERIFY IF THIS BUILDING HAS A POST TENSIONED SLAB. ([A]107.2.1)
1/21/2021 Comment: 2) IDENTIFY THE FIRE RATED WALL, (TENANT SEPARATING WALL) PROVIDE A UL DETAIL. ([A]107.2.1)
1/21/2021 Comment: 3) WILL SEND TO FIRE DEPT FOR REVIEW WHEN FIRE WALL IS IDENTIFIED.
ZONING REVIEW COMPLETE Lydia Galbraith 1/12/2021 1/12/2021 1/12/2021
Comment:
200-1 FIRE RESISTANCE DIRECTORY
714 FIRE RESISTANCE DIRECTORY (BX
Fire Resistance Ratings - ANSI/UL 263 (BXLIV)—Continued
NATIONAL GYPSUM CO —Types FSK-C, FSK-G, FSW, FSW-C,
FSW-G.
NORGIPS A/S — NORFIRE X.
PABCO GYPSUM, DIV OF
PACIFIC COAST BUILDING PRODUCTS INC —Type C, PG-3,
PG-4, PG-5, PG-9 or PG-C.
REPUBLIC GYPSUM CO —Type RGl, RG-3, RG-4 or RG-C.
SIAM GYPSUM INDUSTRY CO LTD —Type EX-1
STANDARD GYPSUM L L C—Type SGC, SG-C or SGC-G.
TEMPLE -INLAND FOREST PRODUCTS CORP—Type T, VPB-
Type Tor TG-C,
UNITED STATES GYPSUM CO —Types AR, C, IP-AR, IP-X1,
IP-X2, [PC -AR, SCX, SHX, WRC, FRX or WRX.
YESO PANAMERICANO S A DE C V—Types AR, C, FRX,
FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC or WRX.
IA. Gypsum Board* — (As an alternate to Item 1) — Nom 3/4 in. thick,
installed as described in Item 1.
CANADIAN GYPSUM COMPANY Types AR, IP-AR, IPC-AR.
UNITED STATES GYPSUM CO —Types AR, IP-AR, IPC-AR,
YESO PANAMERICANO S A DE C V —Types AR, IP-AR, -IPC-
AR.
2. Sheathing— 1/2 in. thick exterior gypsum sheathing, 24 in. wide
sheets, T&G edges. Min weight of sheets 1800 lb per 1000 sq ft, min
thickness 0.480 in. Attached to studs horizontally with 1-3/4 in. long,
11d, 7/ 16 in. diam flathead galy roofing nails spaced 6 in. OC. Vertical
joints located over studs and staggered between adjacent rows.
3. Corrugated Wall Ties— 3/4 in. wide by 6-5/8 in. long, 20 MSG galv
steel. Attached to each stud with 2-3/8 in. long 8d cement coated nails,
every sixth course of bricks.
4. Clay Face Bricks— 2-1/4 by 3-3/4 by 8 in. with cored holes, laid in
full bed of mortar 3/8 to 1/2 in. thick consisting of three pparts of clean
sharp sand to one part of portland cement (proportioned by vol) and
15 percent hydrated lime (by cement vol).
*Bearing the UL Classification Mark
Design No. U303
Bearing Wall Rating —1 Hr
1. Wood Studs — Nom 2 by 4 in. spaced 16 in. OC, effectively cross -
braced.
2. Gypsum Board* — 5/8 in. thick, installed either vertically or horizon-
tally. Wallboard attached to studs and plates with 6d cement coated
nails (1-7/8 in. long) spaced 7 in. OC or with 1-7/8 in. long Type S
screws spaced 8 in. OC. When used in widths other than 48 in., wall-
board to be installed horizontally.
CANADIAN GYPSUM COMPANY —Types AR, C, 1P-AR,
IP-Xl, IP-X2, IPC-AR, SCX, WRC, FRX or VM.
UNITED STATES GYPSUM CO —Types AR, C, FRX, FRX-G,
IP-AR, IP-X1, IP-X2, IPC-AR, SCX, WRC or WRX.
YESO PANAMERICANO S A DE C V Types AR, C, IP-AR,
IP-Xl, IP-X2, IPC-AR, SCX, WRC or WRX.
3. joints — When tapered edge wallboard is used, joints covered with
joint compound and paper tape. As an alternate, nom 3/32 in. thick
gypsum veneer plaster may be applied to the entire surface of wall-
board. When square -edge wallboard is used, treatment of joints is
optional.
4. Batts and Blankets*— Min 3 in. thick mineral wool batts, friction fit
between studs.
THERMAFIBER L L C—Type SAFB
5. Sheathing— Min 15/32 in. thick, 4 ft wide, wood structural panels,
min grade "sheathing" applied vertically, with vertical joints centered
over studs. Attached to studs with 10d galy nails 6 in. OC at the perim-
eter and 12 in. OC in the field. Sheathing fully covered with a weather
resistive barrier.
6. Cementitious Backer Units*— 1/2 or 5/8 in. thick, installed either
vertically or horizontally over the plywood sheathing with vertical
joints centered over studs. Attached to studs with 1-5/8 in. long
FIRE RESISTANCE DIRECTORY (BXRH)
Fire Resistance Ratings - ANSI/UL 263 (BXUV)—Continued
Durock wood screws spaced 8 in. OC at the perimeter and in the field.
UNITED STATES GYPSUM CO—Durock Exterior Cement
Board or Durock Brand Cement Board.
7. Joints — Treated with USG Exterior Glass Fiber Tape and USG Exte-
rior Basecoat.
8. Vapor Retarder — (Optional, not shown) — As required
*Bearing the UL Classification Mark
Design No. U304
Bearing Wall Rating —1 HR.
Finish Rating — 29 Min.
TOP AND ➢OrrO.NE OF WALL EFFECTIMN F➢IL•STOPPED
1. Wood Studs — Nom 2 by 4 in., spaced 12 in. OC.
2. Bearing Plate — Nom 2 by 4 in.
3. Gypsum Board— 1/2 in. thick regular wallboard 4 in. wide to cover
studs, 3-1/4 in. wide to cover double bearing plate, and 1-3/4 in. wide
to cover single bearing plate. Attached to studs and sides of bearing
plates with 6d cement coated (cooler) nails spaced 6 in. from each end
and 12 in. OC. Strips attached to studs on alternate faces to produce
staggered stud arrangement.
4. Gypsum Board* — 5/8 in, thick, 4 ft wide. Attached to alternate studs
with 8d cement coated (cooler) nails spaced 8 in. OC. joints centered
over studs, staggered on opposite sides of wall.
CANADIAN GYPSUM COMPANY Types AR, SCX, SHX,
WRX, FRX.
LAFARGE GYPSUM, DIV OF
LAFARGE CORP — Types LGFC6, LGFC6A.
UNITED STATES GYPSUM CO Types AR, FRX, FRX-G, SCX,
SHX or WRX .
YESO PANAMERICANO S A DE C V —Types AR, SCX, SHX,
WRX.
4A. Gypsum Board* — (As an alternate to Item 4) — Nom 3/4 in. thick, 4
ft wide, installed as described in Item 4.
CANADIAN GYPSUM COMPANY —Type AR.
NATIONAL GYPSUM CO —Type FR or WR.
UNITED STATES GYPSUM CO —Type AR.
YESO PANAMERICANO S A DE C V—Type AR.
5. joints and Nailheads— Wallboard joints covered with paper tape and
joint compound. Nailheads covered with joint compound.
6. Laminating Adhesive — Used to bond outer layer of hard board (Item
7) to inner layer of 5/8 in gypsum wallboard. Neoprene base general
purpose panel adhesive. Applied to back surface of the outer layer of
hard board with caulking gun producing continuous beads of adhesive
about 1/4 in. wide, 1/2 in. along the edge of each board and 3 in. long
horizontal beads spaced 6 in. apart, spaced vertically 16 in. OC.
7. Hard board — Service grade, 48 in. wide. Min thickness 0.220 in., max
thickness 0.265 in. Min density — 50 pcf, max density 60 pcf. Attached
vertically over inner layer of 5/8 in. gypsum wallboard (Item 4) with
adhesive and 4d finishing nails spaced 24 in. OC along the end of the
vertical edges.
*Bearing the UL Classification Mark
Design No. U305
Bearing Wall Rating —1 HR.
Finish Rating — See Items 3 and 6.
�*---16" 0. C.16' 0. C. ---�
--i
3 b 2x4's firestopped
1. Nailheads— Exposed or covered with joint compound.
2. joints— Exposed or covered with fiber tape and joint compound,
except where required for specific edge configuration. For tapered,
rounded -edge wallboard, joints covered with joint compound or fiber
tape and joint compound. As an alternate, nom 3/32 in. thick gypsum
LOOK FOR THE UL MARK ON PRODUCT
2001 FIRE RESISTANCE DIRECTORY
766 FIRE RESISTANCE DIRECTORY (BXRH)
Fire Resistance Ratings - ANSI/UL 263 (BXUV)—Continued
legs of 1 in. and 2 in., fabricated from 20 MSG (0.0329 in., min bare
metal thickness) galv steel. Position runners with short leg towards fin-
ish side of wall. Runners attached to structural supports with steel fas-
teners located not greater than 2 in. from ends and not greater than 24
in. OC.
2. Steel Studs— "C-H" shaped studs, 2-1/2 in. wide by 1-1/2 in. deep,
fabricated from min 20 MSG (0.0329 in., min bare metal thickness) galy
steel. Cut to lengths 3/8 to 1/2 in. less than floor to ceiling height and
spaced 24 in. OC.
2A. Steel Studs — (not shown) — "B" -shaped studs installed in place of
"C-H" -shaped studs (Item 2) around fire rated openin s. Fabricated
from min 20 MSG (0.0329 in., min bare metal thickness galy steel,
2-1/2 in. wide, with one leg I in. long and two legs 3/4 in. long.
Shorter legs 1 in. apart to engage gypsum liner panels. Cut to lengths
3/8 in. less than floor to ceiling height. Sill and lintel of opening
formed with "J" -shaped runners (Item 1) secured to "E" -shaped studs
with angle clips and steel screws.
3. Gypsum Board*— 1 in. thick gypsum wallboard liner panels, sup-
plied in nominal 24 ft- widths. Panels cut 1 in. less in length than floor
to ceiling height. Vertical edges inserted in "H" shaped section of "C-
H" studs. Free edge of end panels attached to long leg of "J" runners
with 1-5/8 in. long Type S-12 steel screws spaced not greater than 12
in. 0. C.
CANADIAN GYPSUM COMPANY —Type SLX.
UNITED STATES GYPSUM CO —Type SLX.
YESO PANAMERICANO S A DE C V Type SLX.
4. Gypsum Board*— 5/8 in. thick, 4 ft wide gypsum wallboard applied
vertically and attached to studs with 1 in. long Type S-12 steel screws
spaced 24 in. CC.
CANADIAN GYPSUM COMPANY —Types AR, C, FCV, IP-AR,
IP-X1, IP-X2, IPC-AR, SCX, SHX, FRX, WRX.
NATIONAL GYPSUM CO —Type FR or WR.
UNITED STATES GYPSUM CO —Types AR, C, FCV, FRX,
FRX-G, IP-AR, IP-Xl, IP-X2, IPC-AR, SCX, SHX, WRX.
YESO PANAMERICANO S A DE C V —Types AR, C, FCV,
IP-Xl, IP-X2, IPC-AR, SCX, SHX, WRX.
4A. Gypsum Board* — (As an alternate to Item 4) — Nom 3/4 in. thick, 4
ft wide, installed as described in Item 4 with screw length increased to
1-1/4 in.
CANADIAN GYPSUM COMPANY Types AR, IP-AR.
UNITED STATES GYPSUM CO —Types AR, IP-AR.
YESO PANAMERICANO S A DE C V —Types AR, IP-AR.
5. Cementitious Backer Units*— Board 1/2 or 5/8 in. thick, square
edge, attached to studs with 1-5/8 in. long, (1-7/8 in. long when Item
4A is used), Type S-12, corrosion resistant wafer head steel screws
spaced 8 in. OC Joints covered with glass fiber mesh tape.
UNITED STATES GYPSUM CO—Durock Exterior Cement
Board or Durock brand Cement Board.
6. Batts and Blankets*— Placed to fill interior of stud cavity, 1-1/2 in.
min thickness.
THERMAFIBER L L C —Type SAFB.
7. Laminating Adhesive*— (Optional) — Used to bond outer layer of
Mineral and Fiber Board (Item 5) to inner layers of Gypsum Board
(Item 4). ANSI A136.1 Type 1 organic adhesive applied with 1/4 in.
square notched trowel. See Adhesives (BYWR) in the Fire Resistance
Directory or Adhesives (BJLZ) in the Building materials Directory for
names of Classified companies.
*Bearing the UL Classification Mark
Design No. U460
(Exposed to Fire on Interior Face Only)
Bearing Wall Rating —1 HR.
e s T s
-- i— — --
m , -
z
*
1. Steel Floor and Ceiling Tracks — (Not Shown) — Top and bottom
tracks of wall assemblies shall consist of steel members, min No. 20
MSG (0.0329 in., min bare metal thickness) steel or min No. 20 GSG
(0.036 in. thick) galvanized steel or No. 20 MSG (0.033 in. thick) primed
steel, that provide a sound structural connection between steel studs,
and to adjacent assemblies such as floor, ceiling, and/or other walls.
Attached to floor and ceiling assemblies with steel fasteners spaced not
greater than 24 in. O.C.
FIRE RESISTANCE DIRECTORY (BXRH)
Fire Resistance Ratings - ANSI/UL 263 (BXUV)—Continued
2. Steel Studs— Corrosion protected steel studs, min 3-1/2 in. wide, min
No. 20 MSG (0.0329 in., min bare metal thickness) steel or min No. 20
GSG (0.036 in. thick) galvanized steel or No. 20 MSG (0.033 in. thick)
primed steel, cold formed, shall be designed in accordance with the
current edition of the Specification for the Design of Cold -Formed Steel
Structural Members by the American Iron and Steel Institute (AISI). Alt
design details enhancing the structural integrity of the wall assembly,
including the axial design load of the studs, shall be as specified by the
steel stud designer and/or producer, and shall meet the requirements
of all applicable local code agencies. The max stud spacing of wall
assemblies shall not exceed 24 in. Studs attached to floor and ceiling
tracks with 1/2 in. long Type S-12 steel screws on both sides of studs
or by welded or bolted connections designed in accordance with the
AISI specifications.
3. Lateral Support Members — (Not Shown) — Where required for lat-
eral support of studs, support may be provided by means of steel
straps, channels or other similar means as specified in the design of a
particular steel stud wall system.
4. Gypsum Board* — Any 5/8 in. thick (min) gypsum wallboard bearing
the ULI Classification Marking as to Fire Resistance. Applied vertically
with Type S-12 steel screws, spaced 8 in. OC at edges and joints and 12
in. OC at field.
See Gypsum Board (CKNX) Category for names of Classified Companies.
5. Gypsum Sheathing and Exterior Facings — For exterior of wall 5/8
in. thick (min) exterior regular gypsum sheathing applied vertically and
attached to studs and runner tracks with 1 in. long Type S-12 steel
screws spaced 12 in. OC along studs and tracks.
6. Foamed Plastic*— 1 in. thick rigid polystyrene insulation attached to
studs with 2 in, long Tyyppe S-12 wafer head steel screws.
OWENS CORNING.SPECIALTY &
FOAM PRODUCTS
THE DOW CHEMICAL CO
6A. Foamed Plastic*— 1 in. thick rigid polyisocyanurate insulation
attached to studs with 2 in. long Type S-12 wafer head steel screws.
BPB AMERICA INC
BPB CELOTEX—Type Thermax
7. Plywood Sheathing (Sliding) — Min 1/2 in. thick plywood applied
vertically with vertical joints located over studs. Fastened to studs with
2-5/8 in. Type S-12 steel screws spaced 12 in. OC. at edges, joints and
field.
8. Batts and Blankets*— Min 3-1/2 in. mineral wool batts placed to fill
cavity of wall.
*Bearing the UL Classification Mark
Design No. U462
Bearing Wall Rating — 3 HR.
�i!i� !i!��i!i!ili � �i� ►ri
°CEILING .°.
FJ
I
a. FLOOR.•;. 5
Floor Ceiling Runners— Channel -shaped, min. 3-112 in. wide with
min 1-1/2 in. legs, fabricated from min No. 20 MSG (0.0329 in., min
bare metal thickness) corrosion resistant steel. Attached to floor and
ceiling with steel fasteners spaced not greater than 24 in. O.C.
Steel Studs— Corrosion protected steel studs, min. 3-1/2 in. wide
min. No. 20 MSG (0.0329 in., min bare metal thickness) steel. Studs
shall be designed in accordance with the current edition of the Specifi-
cation for the Design of Cold -Formed Steel Structural Members by the
American Iron and Steel Institute. All design details enhancing the
structural integrity of the wall assembly, including the axial design load
of the studs, shall be as specified by the steel stud designer and/or
producer and shall meet the requirements of all applicable local code
agencies. The max stud spacing shall not exceed 24 in. O.C. Studs
attached to floor and ceiling runners with 1/2 in. long Type S-12 pan
head or 5/8 in. long Type S-12 low profile head, self -drilling, self -
tapping steel screws on both sides of studs.
Lateral Support Members — (Not shown) — Where required for lat-
LOOK FOR THE UL MARK ON PRODUCT
2001 FIRE RESISTANCE DIRECTORY
'tell
FIRE RESISTANCE DIRECTORY (BXRH)
Fire Resistance Ratings - ANSI/UL 263 (BXUV)—Con tinned
blocks. One or more layers of rigid extruded polystyrene insulation, 4
in. thick max having 1 in. min air space with face brick or blocks.
THE DOW CHEMICAL CO
OC CELFORTEC INC
OWENS CORNING SPECIALTY &
L
FOAM PRODUCTS —Type 150 or 250.
Foamed Plastic*
6A. — (Optional -Not shown with clay face brick detail).
Rigid poly'l'socyanurate insulation for use between brick and/or con-
crete blocks. One or more layers of rigid extruded polystyrene insula-
tion, 4 in. thick having
max I in. min air space with face brick or
blocks.
BPB AMERICA INC
BPB CELOTEX —Type Thermax
*Bearing the UL Classification Mark
Design No. U904
)f not
Bearing Wall Rating — 3 HR.
id to I
Nonbearing Wall Rating — 3 HR.
tan 50
3/,'
:red.
2 hr. to
7-5/8'MIN.
repel -
e loose
pro-
W.- Y.,
f
Horizontal Section
1. Concrete Blocks*— Various designs. Classification C-3 (3 hr).
See Concrete Blocks category for list of eligible manufacturers.
2. Mortar— Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not
less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1
part Portland cement (proportioned by volume) and not more than 50
percent hydrated lime (by cement volume). Vertical joints staggered.
3. Portland Cement Stucco Gypsum Plaster— Add 1/2 hr Classifi-
;?1,CE
or to
cation if used. Attached to concrete bolcks (Item 1).
4. Loose Masonry Fill — If all core spaces are filled with loose dry
expanded slag, expanded clay or shale (Rotary Kiln Process), water
repellant vermiculite masonry fill insulation, or silicone treated perlite
loose fill insulation add 1 hr to Classification.
5. Foamed Plastic.* — (Optional -Not Shown) —1-1 /2 in. thick max, 4 ft
wide sheathing attached to concrete blocks (Item 1).
BPB AMERICA INC
BPB CELOTEX—Type Thermax
*Bearing the UL Classification Mark
Design No. U905
Bearing Wall Rating — 2 HR.
Nonbearing Wall Rating — 2 HR
7 FO.
It.
3 0
9.
Horizontal Section
.02
I. Concrete Blocks*— Various designs. Classification D-2 (2 hr).
See Concrete Blocks category for list of eligible manufacturers.
in.
2. Mortar— Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not
sharp
less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1
tore
part Portland cement (proportioned by volume) and not more than 50
iggered.
percent hydrated lime (by cement volume). Vertical joints staggered.
n with
3. Portland Cement Stucco or Gypsum Plaster— Add 1/2 hr to classifi-
ck wall
cation if used. Where combustible members are framed in wall, plaster
'uss or
or stucco must be applied on the face opposite framing to achieve a
max. Classification of 1-1 /2 hr. Attached to concrete blocks (Item 1).
)rtar
4. Loose Masonry Fill — If all core spaces are filled with loose dry
No. 9
expanded slag, expanded clay or shale (Rotary Kiln Process), water
repellant vermiculite masonry fill insulation, or silicone treated perlite
loose fill insulation add 2 hr to classification.
5. Foamed Plastic' — (Optional -Not Shown) —1-1 /2 in. thick max, 4 ft
wide sheathing attached to concrete blocks (Item 1).
fication
BPB AMERICA INC
actur-
BPB CELOTEX —Type Thermax
*Bearing the UL Classification Mark
detail)
'ete
FIRE RESISTANCE DIRECTORY (BXRH)
Fire Resistance Ratings - ANSI/UL 263 (MV)—Contint
Design No. U906
Bearing Wall Rating — 2 HR.
Nonbearing Wall Rating — 2 HR.
A
i-JEDC EDO JEDO 5
% I I
C�(oV Horizontal Section
1. Concrete Blocks* — Nominal 6 by 8 by 16 in, hollow or solid.
Classification D-2 (2 hr).
ANCHOR CONCRETE PRODUCTS INC
Allowable compressive stress of 57% of max allowable compressi
stress in accordance with the empirical design method.
BETCO BLOCK & PRODUCTS INC, DBA
ARTHUR WHITCOMB
WESTBROOK CONCRETE BLOCK CO INC
Allowable compressive stress of 75.6% of max allowable 6ompres
stress in accordance with the empirical design method.
2. Mortar— Blocks laid in full bed of mortar, nom. 3/8 in. thick, of
less than 2-1/4 and not more than 3-1/2 parts of clean sharp sang
part Portland cement (proportioned by volume) and not more tha
percent hydrated lime (by cement volume). Vertical joints staggers
3. Portland Cement Stucco or Gypsum Plaster— Add 1/2 hr to CI
cation if used. Attached to concrete blocks (Item 1).
4. Foamed Plastic* — (Optional -Not Shown) — 1-112 in. thick max,
wide sheathing attached to concrete blocks (Item 1),
BPB AMERICA INC
BPB CELOTEX —Type Thermax
*Bearing the UL Classification Mark
Design No. U907
Nonbearing Wall Rating — 3 or 4 HR.
(See Item 1)
r-3/4'
7-5N
DGDGDG OC
unit kleigth-12'
1. Concrete Blocks*— Classification C-3 (3 hr) and B-4 (4 hr).
Rating Certificate Web Face Shell
lir 'Mkns Thkns
3 C-3 1-1 / 8 in. 1-1/4 in.
4 B4 1 in. 1-1/2 in.
TARMAC AMERICA INC
2. Mortar— Blocks laid in full bed of mortar, nom. 3/8 in. thick, of
less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand
one part Portland cement (proportioned by volume) and 15 percen
hydrated lime (by cement volume). Vertical joints staggered.
3. Portland Cement Stucco or Gypsum Plaster— Add 1/2 hr to cla:
cation if used. Attached to concrete blocks (Item 1).
4. Loose Masonry Fill — (Not shown) — If all core spaces are filled
loose dry expanded slag, expanded clay or shale (rotary kiln prose
water repellant vermiculite masonry fill insulation, or silicone treat
perlite loose fill insulation, Class C-3 (3 hr) concrete blocks will pr(
a 4 hr fire resistance rating.
5. Foamed Plastic*— (Optional -Not Shown) —1-1/2 in. thick max,
wide sheathing attached to concrete blocks (Item 1) or interior wall
face.
BPB AMERICA INC
BPB CELOTEX —Type Thermax
*Bearing the UL Classification Mark
LOOK FOR THE UL MARK ON PRODUCT
Technical Properties ■ wedi Systems
Properties & Test Methods Value (wedi Building
ASTM C 578*
Panel and Fundo Shower System Components)
Standard Specification for Rigid,
Cellular Polystyrene
Compliant
Thermal Conductivity*
75'F (25'C) - ASTM C518
0.23 Bbtu in/hr F
R-Value *
75°F (25°) - ASTM C518
4.3hr ft. 2 F/Btufin (R Value far 1 " wedi = 4.3)
Tensile Strength ***
ASTM C297
65 psi
Shear Strength*
Under conditions required in ANSI A118.10-1999
28 day Shear Strength. 95 psi
84 day Shear Strength: 100 psi
100 day Shear Strength: 98 psi
Waterproof***
ASTM D4068 / ANSI A118.10-1999
Passed
Waterproofness of Assembly***
ASTM E331
Passed, wedi Fundo Kit assembly (complete system)
Water Vapor Transmission****
AST E 96-2016
Permeance/Perms 0.03 and
WVi (grains/h x ft') 0.05
Capillarity***
0
Fungus / Bacteria Resistance ***
ASTM G21
Passed, No Growth
Flexural Strength*
ASTM C947
627 psi
Robinson Floor Test*
ASTM C627
Heavy duty commercial use, passed
Fastener Pull Through*
ASTM C473
Wet 131.8 lb./Dry 196.2 lb.
Temperature Limits*
-58 / +175' F
Freeze & Thaw *
ASTM C666 - 25 Cycles
No disintegration/change
Accelerated Aging*
AC 71 - 25 Cycles
No disintegration
Linear Variation ***
AC 159/ASTM 1037-39
Passed, less than 0.07%
Surface Burning Characteristics*
ASTM E84-16 (NFPA 255, ANSI / UL 723, UBC 8-1)
Tested as required without tile on Building Panel
surface
Flame Spread Index (FSI): 20
Smoke Developed Index (SDI) : 70
Classification: Class A
Floor and Trench Drain Compliance **
ASME Al 12.18.2
Passed, Compliant (ICC PMG 1189)
• wadi Building Panel z.s'ed • Cor—l-, wedi for proper s bflax, Me. setting materials choice to
• • wedi Fundo Roor Systerns tested design heavy duty canrneroal use floor surfaces.
Entire wedi 51,—er system tested
-Vapor 85 assembly ind. seams". Test standard is ASTM E 96 Method E at 100 F• and 90 % R.H.
for
Weight wedi Building Panels Width
Length
Thickness
Weight
Approvals& Certificates
Approvals and certificates applicable
to entire Fundo Shower System incl.
wedi Building Panel
City of New York,
MEA 912-52-SM
Fundo Shower Systems
& Building Panels:
ICC PMG 1189
(for USA and Canada)
Meets all applicable
ANSI/ISO Standards
incl. ANSI 118.10 and
IAPMO PSI 06
TCNA handbook
recognized for wall,
floor, countertop, &
more applications
City of Los Angeles
Approval
BBA (British Board
of Agrement)
DIN EN ISO 9001
CE marked
Diverse State Approvals
SAI Global Watermark Certified (Australia & New Zealand)
Codemark Certified (Australia & New Zealand)
Environmental Consideration
Contains no unbonded fire retardants like HBCD ( Hexabromocyclododecane) which has been banned in Canada and is a toxic substance of high
concern with the US EPA.
ICC-PPG 1189 deport ■ Nal-ional Building Code Compliances
.. SHOWER SYSTEM AND TILE
BACKER BOARD UNDERLAYMENTS
CSI
DIVISION: 22 00 00 — PLUMBING
Section: 22 40 00 — Plumbing Fixtures (Shower System Kit)
Product certification system
The ICC-ES product certification system includes testing samples taken from the market or supplier's
stock, or a combination of both, to verify compliance with applicable codes and standards. The system
also involves factory inspections, and assessment and surveillance of the supplier's quality system.
Product
wedi Fundo Shower System and Tile Backer Board Underlayments
Listee
wedi Corporation •1160 Pierson Drive, Batavia, IL 60510
www.wedicorp.com
Compliance with the following codes
2021, 2018, 2015, 2012 and 2009 International Plumbing Code* (IPC)
2021, 2018, 2015, 2012 and 2009 International Residential Code® (IRC)
2021, 2018, 2015, 2012 and 2009 International Building Code® (IBC)
2018, 2015, 2012 and 2009 National Standard Plumbing Code® (NSPC)
2018, 2015, 2012 and 2009 Uniform Plumbing Code• (UPC)*
2015, 2010 and 2005 National Plumbing Code of Canada**
* Uniform Plumbing Code is a copyrighted publication
if the International Association of Plumbing and Mechanical Officials
** National Plumbing Code of Canada is a copyrighted publication
of National Research Council Canada
Compliance with the following standards
ANSI A 118.10-2014, Load Bearing, Bonded, Waterproof Membranes
for Thin -Set Ceramic Tile and Dimension Stone Installations
ASME A 112.6.3-2016, Floor and Trench Drains
ICC-ES EG 159, Evaluation Guideline for Composite Backer Board (Approved Dec 2004)
ASTM E 96-2016, Standard Test Methods for Water Vapor Transmission of Materials
ASTM E 331-00(R16), ASTM E331-00(2016) Standard Test Method for Water Penetration of Exterior
Windows, Skylights, Doors, and Curtain Walls by Uniform Static Air Pressure Difference
ICC-ES AC 71, Acceptance Criteria for Foam Plastic Sheathing Panels Used as Water Resistive
Barriers (Approved Feb 2003, Ed Revised Nov 2018)
IAPMO PS 46-2012, Field -Fabricated Tiling Kits
IAPMO PS 106-2015e1, Tileable Shower Receptors and Shower Kits
Identification
Packaging label for each system shall include the manufacturer's name or trademark
as well as the [CC -ES PMG certification mark.
Installation
The wedi Fundo Shower Systems shall be installed in accordance with the manufacturer's
published instructions and the applicable code(s).
The wedi Fundo Shower system components shall be assembled and can be customized in the field.
When provided drains must comply with ASME At 12.18.2/CSA B125.2 as applicable. The wedi pre -
sloped, ready -to -tile shower bases may be used in lieu of a CSA 645.5/IAPMO Z124 plastic shower
receptors or any liner based shower installations. The wedi drain units do not require weep holes.
Listed Models and Characteristics
The wedi Fundo Shower Systems consist of the following:
a) The wedi waterproof Fundo show bases are waterproof, pre -sloped, ready -to -tile floor units. The
shower bases with linear and point drainage include factory sealed parts integrated into the floor
bases and can be installed with or without curbs in recess, barrier free installations.
b) The wedi waterproof building panels which are engineered as a general purpose backer board
and undedayment for tile as well as an integral part of the Fundo shower system and consist of a
rigid extruded polystyrene foam covered on both sides with a cement -based resin surface and rein-
forcing mesh for durability and bond performance with tile adhesives.
c) the wedi Vapor 85 Building Panel which may be used with or without wedi shower systems. It is a
specialized building panel featuring the original wedi Building Panel but with its vapor exposed side
protected by wedi Subliner Dry. The wedi Vapor 85 was tested to ASTM E96 Procedure E as a com-
plete assembly with the wedi 620 joint sealing membrane and wedi Subliner Dry sealing tape over
seams and fastener points and was found to have a perm rating of 0.03 perms which meets the
permeance rating requirement of 0.5 perm or less and can be used in continuous use steam shower
room applications without additional vapor retarders in accordance with Tile Council of North Amer-
ica (TCNA) 2014 Handbook for Ceramic Glass and Stone Tile Installation (SR613-14 and SR614-14).
d) The wedi waterproof Fundo Shower system accessories which may include the following water-
proof components: wedi pre -sloped curbs, wedi niches, wedi seats, wedi fasteners, wedi drain cover
plates, wedi sealants, wedi Fundo drains, wedi Subliner sheet waterproofing membrane system and
tapes, with wedi Subliner Dry Bonding Flange drain, wedi Subliner Dry Tub Sealing Tape.
The wedi Fundo family line includes the following: Primo, Riolito Neo, Riolito Neo Modular, Riofino,
Discreto, Ligno and OneStep. The wedi Fundo Shower system components and assembly for shower
installations were proven to be waterproof, water-resistant, and mold resistant when tested in
accordance with All 18.10-2014 and ASTM E331. The wedi drains have found to comply with with
ASME Al 12.18.2/C5A B125.2 and do not require weep holes.
Conditions of Listing
1. The wedi Fundo Shower Systems shall be installed in accordance with the manufacturer's
published instructions and the applicable code(s).
2. The wedi Fundo Shower Systems are manufactured by wedi GmbH, in Emsdetten, Germany
and in Batavia, Illinois, USA under a quality control program with annual surveillance inspections
by ICC-ES.
Find Current Repor, on vrvw.icc-es.org or www.wedicorp.com
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Unit 305 NO DRILLING OR CUTTING OF EXISITNG SLAB IN THIS SCOPE OF WORK
WEDI SHOWER PAN, CURB & WALL SYSTEM TO BE USED
TENANT SEPARATION WALLS & BUILDING UTILITY CHASE WALLS
TO BE REPLACED USING DESIGN #U305 OR # U460 OR #U905
TO MATCH EXISTING BUILDING CONSTRUCTION TYPE