08-40-138PAINT FINISH
CONCRETE W/
STRUCTURAL
FLOOR FINISI-
SEE SCHEDUI
UL DESIGN NO. U905
2 -HR. RATED
PAINT FINISH
CONCRETE BL
SEE STRUCTU
DRAWINGS
FLOOR FINISI-
SEE SCHEDUI
UL DESIGN NO. U905
2 -HR. RATED
TYP E FM1]
SEALER, NO PAINT
AT ELEVATOR,
TRASH, ELEC.,
PUMP, MAIL
ROOMS
CEILING FINISH,
SEE SCHEDULE
5/8" TYPE "X„
GWB BOTH SIDE
WITH PAINT FIN
20 GA METAL
STUDS @16" 0
SOUND
INSULATION
(S.T.C. 55 MIN)
FLOOR FINISH,
SEE SCHEDULE
UL DESIGN NO. U404
1 -HR. RATED
2 -HR. RATED
TYPE FM6
J
TYPE W1
3/4" LIGHT T
STUCCO WITH
FINISH
PAINT FINISH
CONCRETE WI
STRUCTURAL
FLOOR FINISF
SEE SCHEDUI
UL DESIGN NO. U905
2 -HR. RATED
3/4" LIGHT T
STUCCO WITH
FINISH
PAINT FINISH
CONCRETE W/
STRUCTURAL
FLOOR FINISF
SEE SCHEDUI
TYPE M2
UL DESIGN NO. U905
2 -HR, RATED
TYPE M7
CEILING FINISH,
SEE SCHEDULE
FULL HEIGHT PORCELAIN
TILES ON THIN SET OVER
1/2" "DUROCK"
CEMENTITIOUS BOARD
(COLOR TO BE SELECTED
BY ARCHITECT)
5/8" TYPE „X„
GWB BOTH SIDES
WITH PAINT FINISH
ON EXPOSED
SURFACES
20 GA METAL
STUDS ®16" O.C.
SOUND
INSULATION
(S.T.C. 55 MIN)
M.R. GWB WITH PAINT
FINISH AT JANITOR'S
CLOSETS
FLOOR FINISH,
SEE SCHEDULE —�--'
f/
TYPE W2
UL DESIGN NO. U404
1 -HR. RATED
2 -HR- RATED
CEILING FINISH,
SEE SCHEDULE
12" ZIP --RIB METAL
PANEL SYSTEM WITH
BRUSH FINISH
5/8" PAPERLESS
DENSGLASS GOLD
EXTERIOR SHEATHING
WATERPROOFING
MEMBRANE
5/8" TYPE "X"
GWB WITH PAINT
FINISH
20 GA METAL
STUDS ®16" O.C.—
SOUND
INSULATION
(S.T.C. 55 MIN)
WITH R-11 MIN.
SEE PLANS VALUE
3
6 FLOOR FINISH,
A-502 SEE SCHEDULE
CEILING FINISH,
SEE SCHEDULE
1 "X 3" PT WOOD
CONT. FIRE STOP
PAINT FINISH
CONCRETE BLOCK WALL,
SEE STRUCTURAL
DRAWINGS
5/8" GWB WITH
PAINT FINISH
7/8" METAL FURRING
CHANNELS ® 16" O,C-
RIGID BOARD
INSULATION R-5 MIN —
REFER TO FINISH
SCHEDULE FOR
FLOOR FINISH ----
UL DESIGN NO. U905
2 -HR. RATED
TYPE M�
TYPE FM 8]
CEILING FINISH,
SEE SCHEDULE
°
1 "X 3" PT WOOD •
CONT. FIRE STOP
f ,
PAINT FINISH
CONCRETE WALL, SEE
STRUCTURAL DRAWINGS
5/8" GWB WITH A
PAINT FINISH
7/8" METAL FURRING
CHANNELS @ 16" O.C.
RIGID BOARD °
INSULATION R-5 MIN
REFER TO FINISH f 5
SCHEDULE FOR ��' �\4 A-5
FLOOR FINISH
UL DESIGN NO. U905 _ f
2 -HR. RATED
TYPE '
CEILING FINISH,
r
SEE SCHEDULE
. .
12" ZIP -RIB METAL
.°
C -H SHAPED
PANEL SYSTEM WITH
A'
BRUSH FINISH
r
AT 24" O.C.
3/4" LIGHT TEXTURE
•
f
PAINT FINISH
,
INSULATION
f
SEALER, NO 5/8" PAPERLESS
y;
--- SEALER, NO PAINT
PAINT AT DENSGLASS GOLD
RUNNER 2-1/2"
AT ELEVATOR
ELEVATOR EXTERIOR SHEATHING
y
CONCRETE WALL, SEE
CONCRETE WALL, SEE
. +.
STRUCTURAL DRAWINGS
STRUCTURAL DRAWINGS
5/8" GWB WITH
A
PAINT FINISH -
WATERPROOFING
4
7/8" METAL FURRING
MEMBRANE
1 -HR. RATED
CHANNELS ® 16" O.C.
SHAFT WALL SYSTEM
C.
RIGID BOARD
210R EXTERIOR
' ° .
INTERIOR
FLOOR FINISH,
SEE SCHEDULE ------\
,
5 REFER TO FINISH
♦
:' 5
5b� SCHEDULE FOR
UL DESIGN NO. U905
2 -HR, RATED
TYPE M7
CEILING FINISH,
SEE SCHEDULE
FULL HEIGHT PORCELAIN
TILES ON THIN SET OVER
1/2" "DUROCK"
CEMENTITIOUS BOARD
(COLOR TO BE SELECTED
BY ARCHITECT)
5/8" TYPE „X„
GWB BOTH SIDES
WITH PAINT FINISH
ON EXPOSED
SURFACES
20 GA METAL
STUDS ®16" O.C.
SOUND
INSULATION
(S.T.C. 55 MIN)
M.R. GWB WITH PAINT
FINISH AT JANITOR'S
CLOSETS
FLOOR FINISH,
SEE SCHEDULE —�--'
f/
TYPE W2
UL DESIGN NO. U404
1 -HR. RATED
2 -HR- RATED
CEILING FINISH,
SEE SCHEDULE
12" ZIP --RIB METAL
PANEL SYSTEM WITH
BRUSH FINISH
5/8" PAPERLESS
DENSGLASS GOLD
EXTERIOR SHEATHING
WATERPROOFING
MEMBRANE
5/8" TYPE "X"
GWB WITH PAINT
FINISH
20 GA METAL
STUDS ®16" O.C.—
SOUND
INSULATION
(S.T.C. 55 MIN)
WITH R-11 MIN.
SEE PLANS VALUE
3
6 FLOOR FINISH,
A-502 SEE SCHEDULE
CEILING FINISH,
SEE SCHEDULE
1 "X 3" PT WOOD
CONT. FIRE STOP
PAINT FINISH
CONCRETE BLOCK WALL,
SEE STRUCTURAL
DRAWINGS
5/8" GWB WITH
PAINT FINISH
7/8" METAL FURRING
CHANNELS ® 16" O,C-
RIGID BOARD
INSULATION R-5 MIN —
REFER TO FINISH
SCHEDULE FOR
FLOOR FINISH ----
UL DESIGN NO. U905
2 -HR. RATED
TYPE M�
TYPE FM 8]
CEILING FINISH,
SEE SCHEDULE
°
1 "X 3" PT WOOD •
CONT. FIRE STOP
f ,
PAINT FINISH
CONCRETE WALL, SEE
STRUCTURAL DRAWINGS
5/8" GWB WITH A
PAINT FINISH
7/8" METAL FURRING
CHANNELS @ 16" O.C.
RIGID BOARD °
INSULATION R-5 MIN
REFER TO FINISH f 5
SCHEDULE FOR ��' �\4 A-5
FLOOR FINISH
UL DESIGN NO. U905 _ f
2 -HR. RATED
TYPE '
CEILING FINISH,
SEE SCHEDULE
. .
WITH PAINT FINISH
°
C -H SHAPED
1 "X 3" PT WOOD
A'
CONT. FIRE STOP
=
AT 24" O.C.
3/4" LIGHT TEXTURE
STUCCO WITH PAINT
,
INSULATION
FINISH
. .
r'
y;
--- SEALER, NO PAINT
RUNNER 2-1/2"
AT ELEVATOR
20 GA. WITH
y
CONCRETE WALL, SEE
A.
FLOOR FINISH,
STRUCTURAL DRAWINGS
SEE SCHEDULE
5/8" GWB WITH
A
PAINT FINISH -
4 .
7/8" METAL FURRING
1 -HR. RATED
CHANNELS ® 16" O.C.
SHAFT WALL SYSTEM
C.
RIGID BOARD
`'
INSULATION R-5 MIN
5 REFER TO FINISH
♦
:' 5
5b� SCHEDULE FOR
�\4
A-5
��
FLOOR FINISH f
--- ----
UL DESIGN NO. U905
2 -HR. RATED
CEILING FINISH,
SEE SCHEDULE f;
5/8" TYPE "X"
GWB WITH PAINT
• V W w �Y y
FINISH
1" GWB PANEL
WITH PAINT FINISH
C -H SHAPED
'<_
STUDS 2-1/2" X
1-1/2" 20 GA.
=
AT 24" O.C.
SOUND
INSULATION
.
(S.T.C. 55 MIN)
y;
J SHAPED STUD
RUNNER 2-1/2"
20 GA. WITH
y
UNEQUAL LEGS
FLOOR FINISH,
SEE SCHEDULE
I
UL DESIGN NO. U469
1 -HR. RATED
SHAFT WALL SYSTEM
TYPE H
TYPE M9
CEILING FINISH,
SEE SCHEDULE
FULL HEIGHT P,
TILES ON THIN
1/2" "DUROCK"
CEMENTITIOUS I
(COLOR TO BE
BY ARCHITECT)
20 GA METAL
STUDS @16" 0
SOUND
INSULATION
(S.T.C. 55 MIN;
FLOOR FINISH,
502 SEE SCHEDULE
UL DESIGN NO. U404
1 -HR. RATED
2 -HR. RATED
a
°
..
♦. ,.A
PAINT FINISH _ —
' I
SEALER, NO PAINT _
AT ELEVATOR —I —
II
CONCRETE WALL, SEE ,
STRUCTURAL DRAWINGS I_I
WATER STOPPER TO BE = I 4
f
APPLIED AT JUNCTION — •
OF VERTICAL AND — —
HORIZONTAL SURFACES, _
TYPICAL = -
1A A
PRE --APPLIED BONDING •
WATERPROOFING
2)
MEMBRANE TO POSITIVE
SIDE OF BASEMENT
WALL, SEE MFR. SPECS.
r
UL DESIGN NO. U905 ♦.
2 -HR. RATED
TYPE M5
Design No. U469
Assembly Rating —1 Hour
Nonbearing Wali
TYPE FW12
•GI• i{5• • Y WWGGV •UI
Design N6•11 04 G � W`• i •IIWv
Bearing Wall Rating —1 and aG r (SeevItems 2, 3 xnel )• W G G
Nonbearing Wall (Rating --1 and 2 fir (Sec Items 2, 32nd 5)
Load Restricted for Canadian Applicxtians set_= Gulde:, llxulll
V WW W W� u • uu•
r \
5
r GVWu V4•VW � Yu V,Y
.� V • k 4. 1� V
I Hr. Configuration
2 Hr. Configuration A
2 Hr. GonflguraUon 13
-_3 24, I 2 Ht. ConfiguratiOn t;
- 1. Steel door and Ceiling Runners — (Not Shown) ---- Channel shaped.
3-1.12 in. wide by 1.-1/4'in, deep, fabricated from min 20 MSG (0.032
Z irL, min bare` metal thickness) galvanized steel. Attached to floor'and
CEILINe-
H O R Z. SECTION Ceilixtg with steel fasteners spaced 24 nn, max.
2 Steel Studs — 3-1/2 in. wide, fabricated ftWn inti 20 MSG (0.0329 in.,
2 min barn metal thickness) galvanized steel; spaced max 16 incl. OC. For
bearing walls, -studs shall be designed in, accordance° with the current
�Lann edition of the Sed ication for the Design of Cold=Formed Steel Struc-
tural Members by the Amefican Iron and Steel Institute. All design
1, Floor and Ceiling Ammers= J - shaped, 2-1/2 in. wide with details enhancing the structural integrity of the bearing wall assembly,
unequal legs of 1 in and ? in., fzbricated from 24 MSG (20 MSG when it cludilt the a�nai des* Ioad of the studs, shall be as specified by the
Item 4A is used) galv steel. Runners attached to structural supports g
with steel fasteners located not greater than 2 in, from ends and not steel stud designer and Qr prcd:tccr and shall meet the requirexnen of
eater than 24 in, OC. Al applicable local code agencies. Steel studs attached to floor and ceil-
2. Reel Studs --- "C -H" shaped studs, 2-1/2 in. wide by 1-1 /2 in. deep, ing runners with. 3/8 in. long Teypc S-1.2 steel screws on both sides of
fabricated from 25 MSG (20 USC when Item 4A is used) ,galy steel, tilt studs or by weldedor bolt d connections designed in accordame
spaced 24 in. or 600 mm SOC. Vertically restrained walls require studs with the AISI specifications Far nonbearing walls, studs ice be cut 3/8
to be cut 3/8 in. less than floor to ceiling height. t
3. Gypsum Wallboard* — in. thick gypsum wallboard liner parols, to 3/4 in. le~ an assembly height and friction -fitted into floor and
supplied in nominal 24 in. or 600 mm widths. Vertical edges inserted in ceiling runners .
"Her shaped section of "C -hl" studs. Free edge of end panels attached 3. Cemeentitious Backer Un!
ts* — 1/� in. or. 5/#i in. thick, applied VCrti-
ta long leg of "J„ runners with 1-5/8 in. long Type S l tad steel screws �aIly or pori ontafly with vertical joints centered over scuds. Fastened
spaced not Iter than 12 in. QC. to studs and runners with corrosion resistant, chamfered, ribbed wafer
CANADIAN GYPSUM COMPANY —Typ� SLX.
UNITED STATES GYPSUM CO TKkm
head screws with a minimum head diameter of .400 inch. For nonbear-
YESQ PANAMERICAN0 S A lei CSLX. ing systems, fastened to studs and bottom �ruimxmexs with the uppermost
4. Gypsum wallboard* �•-r 5/E in. thick, 4 ft m wide, applied saeyvs plate 1/2 in, to 2 in. below the bottom edge of the keg of the
vertically and attached to studs with 1 in, long T S steel screws t runner. Horizontal joints need not be backed by framing. 1 Hr S s -
spa d 12 in. (]C slang t1Tt edges and in the field cf the bonds. aP
AMERICAN GYPSUM Co —Ty AG -C. tern - Screws shall be min 1-1A in. long and spaced •a tn.�x of
8' in.
CANADIAN GYPSUM CUMI'ANY--'Types C, IF -X2, WRC or All vertical joints staggered +[}rte shad cavity frimgyp sum board verti-
scx. cal joints on the opposites sides of studs. Horizontal et;l a joints and bori-
CONTINENTAL GYPSUM COMPANY —Types CG -C, CGS -5. j butt utt on U - ite sides of Studs need not staggered.
G -P GYPSUM CORP, SUB OF j°• pP
GEORGIA -PACIFIC CO"—Type 5. 2 -Hr System - For the bases layer in Configuration B, the screws shall
JAMES ItARDIL GYPSUM INC—Type Maas"C- . be min 1-1/4 in. long and spaced a max of 1.2 in. OC. For the face lay -
LAFARGE GYPSUM, DIV oIars, screws shall be 1-518 in, long and spaced a max of 8 in." OC. All
LAFARGE CORP —T LGFC-C
PABCO GYPSUM, DIV OF faro layer joints offset min 12 in. from unde►rlyin� bast layer joints.
PACIFIC COAST BUILDING PRODUCTS INC w --Type C or joints ilii either Dyer need not be staggered from joints on the opposite
PGC. side of the wall.
KErUBLIC GYPSUM CO -y--Type KC C. UNITED STATES GYPSUM CO -- DUROCK Exterior C.einent
STANDARD GYPSUM L L C —Type SG -C.
TEMPLE-INLAND FOREST PRODUCTS CORP —Type TG -IC. Board, or DUROCK Brand Cement board.
UNITED STATES GYPSUM CO ---Type C, F'RX-G, I1 2„ WRC 4. Batts and Blankets* --Min 3 in. thick mineral wool insulation batty,
or SG,X. friction -fitted between studs -
YESO PANAMERICANO S A DE C V —Type C, IP -X2, WRC or
5CX. ,I,HERMAFI$ER INC SAS.
4A. wallboard, G utn* — (As an alternate to Item 4 — 5/9 in, thick 5. Gypsum Board* --5/8 in. thi , with square or tapered edges,
gypsum pane s, installed as described in Item 4 with
Type S-12 steel applied vertically or horizontally with V&fical joints Ce nfiE?re over
screws. The length and s acing of the screws as specified under Item 4. studs. Horizontal joints need not be backed by framing. Fastened with
CANADLkN GYPSUM COMPANY —T FRX,
UNITED STATES GYPSUM CO —Type FRx. Type S-12 screws. 1 -Hr System - For �vertiCal a liCation, fastened to
5, Batts and Blankets* — (optional) — Mineral wool batty partially or studs ,and runners With 1 in. long sarws spa4;1 max 8 in. OC+a# Vit-
complete l� filiixt stud cavity. cal edges and spaced mast 12 in. OC in the field. For horizontal applica-
TH BER L L C ---Type SAFE. tion, fastened to studs and runners with 1 in. lung screws spaded max 8
5. Batts' and Blankets* — (Optional) ---• Mineral wool Batts partially or
completely filling stud cavity, in. OC. Vertical joints staggered one stud cavity from extent board ver
THERMAMSER L L C —Type SAP& tical joints on opposite side of studs. Horizontal edge Oink and hori-
*Bearing the UL Classification Marking zontal butt joints on opposite sides of studs need not bestagger ed,
2 -Hr System - Base layer with an overlying gyps
urrt board face layer,
Design No. U905
Bearing Wall Rating -2 HR. fastened with 1 in. long screws spaced max 1h in. OC to studs and run-
I�onbearing Wall Rating -2 HR ners. Base layer with an overly�tng clement beard face layer, fastened
1 with 1 in, long screws spaced max 12 in. OC to studs and runner's. Face
layers fastened with 1-5/4 in. long Screws spaced max 16 in. OC to
studs and runners with screws offset S in. frtlm face layer screws. Face
r ' ' • i= ' ° .' : layer joints offset min 12 in. from base layer joints. Joints in either layer
�• i V�--j `f Ca:Cfl �. j;:• A�,. i need not be staggered from joints on the opposite side of the wall.
�1
When used in widths other than 4$ in, gypsum panels to be ins
3� yhDri24ntai Section horizontally.
CANADIAN GYPSUM COMPANY Types AR, C, IP -AR,
1. Concrete Blocks*
designs. Ctassification D-2 (2 hr).' -X1, IP'2F�� SHX, WRC or VRX.
See Concrete 9[ocks category for list of eligible manufacturers.
2. Mortar—Mocks laid in full bed of mortar, nom. 3/8 in. thick, of not less UNTIED STATES GYPSUM CO —Ty -pe AR, C, F'RX-G, TP -AR,
than 2-1/4 and not more than 3-1/2 parts of ctean sharp sand to 1 part IP -X1, WC -AR, SCX, SHX, WRC or WRX.
Portland cement (proportioned by volume) and not more than 50 percent USG MECO S A DE C 't1 —Types AR; C, SP -Alt, 1P
hydrated hydrated lima (by cement volume). Vertica€ joints staggered.
3. Portland Cement Stucco or Gypsum Piaster—Add 112 ter td ctassi- TFC -AR, SCX, SHX, WRC, WRX,
fication if used. Where combustible members aTie framed in wall, plaster f,, joints-- Cave with glass fiber mesh tape and latex modified Port -
or stucco trust be applied an the fate opposite framing to achieve a max.
land cement mortar 'or ba,4coa
et or I " or a.nic adhesive.
Classification of 1-1/2 hr. Attached to concrete 6Locks (Item 1), g
4. Loose Masonry Fiji—If all cores acts are filled with loose dry exFanded Joints -- When tapered edge gypsum board isused, face layer joints
slag,expaadsrd clay or shale Rotary Kiln Process), water repellant coyer with joint compound and paper tape. As an alternate, gypsum
vermicutite masonry fill insulation, or silicone treated perlite loose fill veneer plaster may be applied to the entire surface of Classified verlm
insulation add 2 hr to classification.
5. Foamed Ptastic*--(0.ptional-Nat Shawn) --1-1/2 in. thick max, 4 ft wide baseboard with joints reinforced. When s[lUt'IR-CdpU1Im board i5
sheathing attached to concrete blocks (Item 1). used, treatment of joints is optional.
cetotex Corp. --•-Type Thermax S. Vapor Retarder Water Barrier or Weather Resistive Barrier ---
*Bearing the Lit Classification Marking '
(Optional — Not shown) -- As required.
*Bearing the UL Classification Mark
4
n #26000522
� b
4 �
G U
Ca
5
� v
r �
b �
w �
O vJ
O
w
~ N
b �
4 m
b N
C �
C M
� u
U �
C] �
J
4 m
o N
w o
m
w q
C
5 N
w o
t
C
o
C U
W I'�
ARCHITECTURE , JNJTERIOR DESIGN PLANNING
• : t, ,r„
�. �,, r •�.��
C,.,
(..��
RO SEY:J' iMATEU
JMM CONSULTING ENGINEERS, LLC
M.E.P.
DIXIE HIGHWAY, 12651 S D G , SUITE 209
MIAMI, FLORIDA 33156
M.A. SUAREZ CONSULTING ENGINEERS
STRUCTURAL ENGINEERING
4169 SW 75TH AVENUE
MIAMI, FLORIDA 33155
PISTORINO & ALAM CONSULTING ENG. INC.
CIVIL ENGINEERING
"r-4
7171 SW 62ND AVENUE, 4TH FLOOR
MIAMI, FLORIDA 33143
OXFORD UNIVERSAL
4311 PONCE DE LEON BLVD.
CORAL GAILES, FLORIDA 33146
5966 SOUTH
DIXIE BUILDING
5966 & 5970
SOUTH DIXIE HIGHWAY
MIAMI, FLORIDA 33133
M A TE U AM CHITECTU FIE INC
THIS DRAWING IS THE PROPERTY OF MATEU
ARCHITECTURE INC. UNLESS OTHERWISE PROVIDED
FOR {Y CONTRACT- THE CONTENTS OF THIS
DRAWING ARE CONFIDENTIAL AND SHALL NOT
BE TRANSMITTED TO AMY PARTY EXCEPT AS
AUTHORIZED BY THE ARCHITECT/ENGINEERS OF
RECORD,
PHASE
PER DRAWINGS
FILE NAME:
M:\0605\CD\SHEET\AMCH\A-604.DWG
PROJECT NO:
MA0605
DRAWN BY:
RAG
CHECKED BY:
RJM
ISSUE DATE:
DECEMBER 10, 2007
REVISIONS
3 04-30-08 BLDG COMMENTS
SHEET TITLE
PARTITION TYPES
RHEET, OF
• V W w �Y y
I Hr. Configuration
2 Hr. Configuration A
2 Hr. GonflguraUon 13
-_3 24, I 2 Ht. ConfiguratiOn t;
- 1. Steel door and Ceiling Runners — (Not Shown) ---- Channel shaped.
3-1.12 in. wide by 1.-1/4'in, deep, fabricated from min 20 MSG (0.032
Z irL, min bare` metal thickness) galvanized steel. Attached to floor'and
CEILINe-
H O R Z. SECTION Ceilixtg with steel fasteners spaced 24 nn, max.
2 Steel Studs — 3-1/2 in. wide, fabricated ftWn inti 20 MSG (0.0329 in.,
2 min barn metal thickness) galvanized steel; spaced max 16 incl. OC. For
bearing walls, -studs shall be designed in, accordance° with the current
�Lann edition of the Sed ication for the Design of Cold=Formed Steel Struc-
tural Members by the Amefican Iron and Steel Institute. All design
1, Floor and Ceiling Ammers= J - shaped, 2-1/2 in. wide with details enhancing the structural integrity of the bearing wall assembly,
unequal legs of 1 in and ? in., fzbricated from 24 MSG (20 MSG when it cludilt the a�nai des* Ioad of the studs, shall be as specified by the
Item 4A is used) galv steel. Runners attached to structural supports g
with steel fasteners located not greater than 2 in, from ends and not steel stud designer and Qr prcd:tccr and shall meet the requirexnen of
eater than 24 in, OC. Al applicable local code agencies. Steel studs attached to floor and ceil-
2. Reel Studs --- "C -H" shaped studs, 2-1/2 in. wide by 1-1 /2 in. deep, ing runners with. 3/8 in. long Teypc S-1.2 steel screws on both sides of
fabricated from 25 MSG (20 USC when Item 4A is used) ,galy steel, tilt studs or by weldedor bolt d connections designed in accordame
spaced 24 in. or 600 mm SOC. Vertically restrained walls require studs with the AISI specifications Far nonbearing walls, studs ice be cut 3/8
to be cut 3/8 in. less than floor to ceiling height. t
3. Gypsum Wallboard* — in. thick gypsum wallboard liner parols, to 3/4 in. le~ an assembly height and friction -fitted into floor and
supplied in nominal 24 in. or 600 mm widths. Vertical edges inserted in ceiling runners .
"Her shaped section of "C -hl" studs. Free edge of end panels attached 3. Cemeentitious Backer Un!
ts* — 1/� in. or. 5/#i in. thick, applied VCrti-
ta long leg of "J„ runners with 1-5/8 in. long Type S l tad steel screws �aIly or pori ontafly with vertical joints centered over scuds. Fastened
spaced not Iter than 12 in. QC. to studs and runners with corrosion resistant, chamfered, ribbed wafer
CANADIAN GYPSUM COMPANY —Typ� SLX.
UNITED STATES GYPSUM CO TKkm
head screws with a minimum head diameter of .400 inch. For nonbear-
YESQ PANAMERICAN0 S A lei CSLX. ing systems, fastened to studs and bottom �ruimxmexs with the uppermost
4. Gypsum wallboard* �•-r 5/E in. thick, 4 ft m wide, applied saeyvs plate 1/2 in, to 2 in. below the bottom edge of the keg of the
vertically and attached to studs with 1 in, long T S steel screws t runner. Horizontal joints need not be backed by framing. 1 Hr S s -
spa d 12 in. (]C slang t1Tt edges and in the field cf the bonds. aP
AMERICAN GYPSUM Co —Ty AG -C. tern - Screws shall be min 1-1A in. long and spaced •a tn.�x of
8' in.
CANADIAN GYPSUM CUMI'ANY--'Types C, IF -X2, WRC or All vertical joints staggered +[}rte shad cavity frimgyp sum board verti-
scx. cal joints on the opposites sides of studs. Horizontal et;l a joints and bori-
CONTINENTAL GYPSUM COMPANY —Types CG -C, CGS -5. j butt utt on U - ite sides of Studs need not staggered.
G -P GYPSUM CORP, SUB OF j°• pP
GEORGIA -PACIFIC CO"—Type 5. 2 -Hr System - For the bases layer in Configuration B, the screws shall
JAMES ItARDIL GYPSUM INC—Type Maas"C- . be min 1-1/4 in. long and spaced a max of 1.2 in. OC. For the face lay -
LAFARGE GYPSUM, DIV oIars, screws shall be 1-518 in, long and spaced a max of 8 in." OC. All
LAFARGE CORP —T LGFC-C
PABCO GYPSUM, DIV OF faro layer joints offset min 12 in. from unde►rlyin� bast layer joints.
PACIFIC COAST BUILDING PRODUCTS INC w --Type C or joints ilii either Dyer need not be staggered from joints on the opposite
PGC. side of the wall.
KErUBLIC GYPSUM CO -y--Type KC C. UNITED STATES GYPSUM CO -- DUROCK Exterior C.einent
STANDARD GYPSUM L L C —Type SG -C.
TEMPLE-INLAND FOREST PRODUCTS CORP —Type TG -IC. Board, or DUROCK Brand Cement board.
UNITED STATES GYPSUM CO ---Type C, F'RX-G, I1 2„ WRC 4. Batts and Blankets* --Min 3 in. thick mineral wool insulation batty,
or SG,X. friction -fitted between studs -
YESO PANAMERICANO S A DE C V —Type C, IP -X2, WRC or
5CX. ,I,HERMAFI$ER INC SAS.
4A. wallboard, G utn* — (As an alternate to Item 4 — 5/9 in, thick 5. Gypsum Board* --5/8 in. thi , with square or tapered edges,
gypsum pane s, installed as described in Item 4 with
Type S-12 steel applied vertically or horizontally with V&fical joints Ce nfiE?re over
screws. The length and s acing of the screws as specified under Item 4. studs. Horizontal joints need not be backed by framing. Fastened with
CANADLkN GYPSUM COMPANY —T FRX,
UNITED STATES GYPSUM CO —Type FRx. Type S-12 screws. 1 -Hr System - For �vertiCal a liCation, fastened to
5, Batts and Blankets* — (optional) — Mineral wool batty partially or studs ,and runners With 1 in. long sarws spa4;1 max 8 in. OC+a# Vit-
complete l� filiixt stud cavity. cal edges and spaced mast 12 in. OC in the field. For horizontal applica-
TH BER L L C ---Type SAFE. tion, fastened to studs and runners with 1 in. lung screws spaded max 8
5. Batts' and Blankets* — (Optional) ---• Mineral wool Batts partially or
completely filling stud cavity, in. OC. Vertical joints staggered one stud cavity from extent board ver
THERMAMSER L L C —Type SAP& tical joints on opposite side of studs. Horizontal edge Oink and hori-
*Bearing the UL Classification Marking zontal butt joints on opposite sides of studs need not bestagger ed,
2 -Hr System - Base layer with an overlying gyps
urrt board face layer,
Design No. U905
Bearing Wall Rating -2 HR. fastened with 1 in. long screws spaced max 1h in. OC to studs and run-
I�onbearing Wall Rating -2 HR ners. Base layer with an overly�tng clement beard face layer, fastened
1 with 1 in, long screws spaced max 12 in. OC to studs and runner's. Face
layers fastened with 1-5/4 in. long Screws spaced max 16 in. OC to
studs and runners with screws offset S in. frtlm face layer screws. Face
r ' ' • i= ' ° .' : layer joints offset min 12 in. from base layer joints. Joints in either layer
�• i V�--j `f Ca:Cfl �. j;:• A�,. i need not be staggered from joints on the opposite side of the wall.
�1
When used in widths other than 4$ in, gypsum panels to be ins
3� yhDri24ntai Section horizontally.
CANADIAN GYPSUM COMPANY Types AR, C, IP -AR,
1. Concrete Blocks*
designs. Ctassification D-2 (2 hr).' -X1, IP'2F�� SHX, WRC or VRX.
See Concrete 9[ocks category for list of eligible manufacturers.
2. Mortar—Mocks laid in full bed of mortar, nom. 3/8 in. thick, of not less UNTIED STATES GYPSUM CO —Ty -pe AR, C, F'RX-G, TP -AR,
than 2-1/4 and not more than 3-1/2 parts of ctean sharp sand to 1 part IP -X1, WC -AR, SCX, SHX, WRC or WRX.
Portland cement (proportioned by volume) and not more than 50 percent USG MECO S A DE C 't1 —Types AR; C, SP -Alt, 1P
hydrated hydrated lima (by cement volume). Vertica€ joints staggered.
3. Portland Cement Stucco or Gypsum Piaster—Add 112 ter td ctassi- TFC -AR, SCX, SHX, WRC, WRX,
fication if used. Where combustible members aTie framed in wall, plaster f,, joints-- Cave with glass fiber mesh tape and latex modified Port -
or stucco trust be applied an the fate opposite framing to achieve a max.
land cement mortar 'or ba,4coa
et or I " or a.nic adhesive.
Classification of 1-1/2 hr. Attached to concrete 6Locks (Item 1), g
4. Loose Masonry Fiji—If all cores acts are filled with loose dry exFanded Joints -- When tapered edge gypsum board isused, face layer joints
slag,expaadsrd clay or shale Rotary Kiln Process), water repellant coyer with joint compound and paper tape. As an alternate, gypsum
vermicutite masonry fill insulation, or silicone treated perlite loose fill veneer plaster may be applied to the entire surface of Classified verlm
insulation add 2 hr to classification.
5. Foamed Ptastic*--(0.ptional-Nat Shawn) --1-1/2 in. thick max, 4 ft wide baseboard with joints reinforced. When s[lUt'IR-CdpU1Im board i5
sheathing attached to concrete blocks (Item 1). used, treatment of joints is optional.
cetotex Corp. --•-Type Thermax S. Vapor Retarder Water Barrier or Weather Resistive Barrier ---
*Bearing the Lit Classification Marking '
(Optional — Not shown) -- As required.
*Bearing the UL Classification Mark
4
n #26000522
� b
4 �
G U
Ca
5
� v
r �
b �
w �
O vJ
O
w
~ N
b �
4 m
b N
C �
C M
� u
U �
C] �
J
4 m
o N
w o
m
w q
C
5 N
w o
t
C
o
C U
W I'�
ARCHITECTURE , JNJTERIOR DESIGN PLANNING
• : t, ,r„
�. �,, r •�.��
C,.,
(..��
RO SEY:J' iMATEU
JMM CONSULTING ENGINEERS, LLC
M.E.P.
DIXIE HIGHWAY, 12651 S D G , SUITE 209
MIAMI, FLORIDA 33156
M.A. SUAREZ CONSULTING ENGINEERS
STRUCTURAL ENGINEERING
4169 SW 75TH AVENUE
MIAMI, FLORIDA 33155
PISTORINO & ALAM CONSULTING ENG. INC.
CIVIL ENGINEERING
"r-4
7171 SW 62ND AVENUE, 4TH FLOOR
MIAMI, FLORIDA 33143
OXFORD UNIVERSAL
4311 PONCE DE LEON BLVD.
CORAL GAILES, FLORIDA 33146
5966 SOUTH
DIXIE BUILDING
5966 & 5970
SOUTH DIXIE HIGHWAY
MIAMI, FLORIDA 33133
M A TE U AM CHITECTU FIE INC
THIS DRAWING IS THE PROPERTY OF MATEU
ARCHITECTURE INC. UNLESS OTHERWISE PROVIDED
FOR {Y CONTRACT- THE CONTENTS OF THIS
DRAWING ARE CONFIDENTIAL AND SHALL NOT
BE TRANSMITTED TO AMY PARTY EXCEPT AS
AUTHORIZED BY THE ARCHITECT/ENGINEERS OF
RECORD,
PHASE
PER DRAWINGS
FILE NAME:
M:\0605\CD\SHEET\AMCH\A-604.DWG
PROJECT NO:
MA0605
DRAWN BY:
RAG
CHECKED BY:
RJM
ISSUE DATE:
DECEMBER 10, 2007
REVISIONS
3 04-30-08 BLDG COMMENTS
SHEET TITLE
PARTITION TYPES
RHEET, OF