Plans (8) BUP2019 -00081
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MEMBRANE ROOFING GENERAL NOTES:
SYSTEM A. CONFORM TO DETAILED REQUIREMENTS OF `� ��
MEMBRANE ROOFING MEMBRANE ROOFING COVERBOARD NOTE: BASED ON GA-600.2018 ASSEMBLIES. WALLS DESIGNATED AS"BASED ON"VARY
SYSTEM SYSTEM DESIGNATED TESTING AUTHORITY NUMBERS AT RATED (dA N
COVERBOARD COVERBOARD RIGID INSULATION (AS NOTED IN PARENTHESIS)WHERE DEVIATION
GA FILE NO. RC 2601: GENERIC OCCURS.
(R-30)
RIGID INSULATION RIGID INSULATION BASE LAYER 5/8"TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT PO D, Go
(R-30) (R-30) IN ANGLES TO 2 x 10 WOOD JOISTS 24" O.C. WITH 1-1/4"TYPE W OR S B. ASSEMBLY COMPONENTS SHOWN REFLECT THE MAJOR �18
DRYWALL SCREWS 24" OC.C. FACE LAYER 5/8"TYPE X GYPSUM CONSTRUCTION MATERIALS; ADDITIONAL AND
Ol Or�
VAPOR RETARDER WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES ALTERNATIVE MATERIALS AND/OR CONSTRUCTION �7
TO JOISTS WITH 1-7/8"TYPE W OR S DRYWALL SCREWS 12" O.C. METHODS MAY BE INDICATED IN REFERENCED
VAPOR RETARDER VAPOR RETARDER SHEATHING PLACED 2" BACK ON EITHER SIDE OF END JOINTS. JOINTS OFFSET ASSEMBLIES.
24" FROM BASE LAYER JOINTS. WOOD JOISTS SUPPORTING 1/2"
PLYWOOD WITH EXTERIOR GLUE APPLIED AT RIGHT ANGLES TO C. STAGGER VERTICAL AND HORIZONTAL JOINTS OF U
SHEATHING SHEATHING JOISTS WITH 8D NAILS. APPROPRIATE ROOF COVERING. CEILING GYPSUM BOARD IN ALL CONDITIONS OF DOUBLE LAYER E
PROVIDES ONE-HOUR FIRE-RESISTANCE PROTECTION FOR GYPSUM BOARD CONSTRUCTION, UNLESS OTHERWISE D_ O
WOOD JOIST
FRAMING, INCLUDING TRUSSES. NOTED. W
(2) LAYERS 5/8"TYPE 'X' WOOD TRUSSES GA FILE NO. RC 2751: GENERIC D. STRUCTURAL, FIRE RESISTIVE AND SOUNDS RESISTIVE = c
GYPSUM BOARD INTEGRITY IS TO BE MAINTAINED AT PENETRATIONS
WOOD TRUSSES BASE LAYER 5/8"TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT FOR ELECTICAL, MECHANICAL, PLUMBING, AND H °
SEE STRUCTURAL (3) LAYERS 5/8"TYPE 'X' ANGLES TO WOOD ROOF TRUSSES 24" O.C. WITH 1-1/4"TYPE W CONDUITS, PIPES AND SIMILAR SYSTEMS AND IS TO BE O a
- - - GYPSUM BOARD DRYWALL SCREWS 12" O.C. SECOND LAYER 5/8" TYPE X GYPSUM IN ACCORDANCE WITH THE REQUIREMENTS OF THE _
WALLBOARD APPLIED AT RIGHT ANGLE TO TRUSSES WITH 2"TYPE GOVERNING CODES, AUTHORITIES OR OWNER r i°• 7 �� ~
7/8" HAT CHANNELS W DRYWALL SCREWS 12" O.C. SECOND LAYER JOINTS OFFSET 24" REQUIREMENTS, WHICHEVER IS MORE RESTRICTIVE. REC=l
FROM BASE LAYER JOINTS, THIRD LAYER 5/8"TYPE X GYPSUM m 3
WALLBOARD APPLIED AT RIGHT ANGLE TO TRUSSES WITH 2-1/2" JUL 07 2020
O.C. = m 3
E. WHERE LARGER STUD OR FURRING ARE REQUIRED TO m 3
- (1) LAYER 5/8" TYPE 'X' i TYPE W DRYWALL SCREWS 12" OCTHIRD LAYER JOINTS OFFSET V
COVER DUCTS, PIPING CONDUIT, ETC., THE LARGER L'{� '
GYPSUM BOARD 12" FROM SECOND LAYER JOINTS. HAT-SHAPED RIGID FURRING STUD SIZE OR FURRING SHALL BE PROVIDED AND °
2 LAYERS 5/8"TYPE 'X' CHANNELS 24" O.C. APPLIED AT RIGHT ANGLES TO TRUSSES OVER SHALL EXTEND THE FULL SURFACE OF THE WALL
GYPSUM BOARD �(�) "" Q
LEVEL
THIRD LAYER WITH TWO 2-1/2LENGTH AND HEIGHT WHERE THE FURRING OCCURS. m
- - - " LONG TYPE W DRYWALL SCREWS AT _
EACH TRUSS. FACE LAYER 5/8"TYPE X GYPSUM WALLBOARD
LEVEL APPLIED AT RIGHT ANGLES TO FURRING CHANNELS WITH 1-1/8" F. STRUCTURAL, FIRE RESISTIVE AND SOUND RESISTIVE n
TYPE S DRYWALL SCREWS 12" O.C, WOOD TRUSSES SUPPORTING INTEGRITY IS TO BE MAINTAINED AT PENETRATIONS Q o
Pol 3/4"T&g EDGE WOOD STRUCTURAL PANELS APPLIED AT RIGHT FOR ELECTRICAL, MECHANICAL, PLUMBING, AND
ANGLES TO TRUSSES WITH SD NAILS 6" O.C. AT JOINTS AND 12"AT CONDUITS, PIPES AND SIMILAR SYSTEMS AND IS TO BE _
INTERMEDIATE I JOISTS. APPROPRIATE ROOF COVERING. CEILING w
IN ACCORDANCE WITH THE REQUIREMENTS OF THE
RC-1 - ROOF/ CEILING ASSEMBLY (1 HR) RC-2 - ROOF AT SHAFT ASSEMBLY (1 HR) RC-3 - ROOF/ CEILING ASSEMBLY (2HR) PROVIDES TWO-HOUR FIRE-RESISTANCE PROTECTION FOR GOVERNING CODES, AUTHORITIES OR OWNER Z =
- - - - - I TRUSSES. REQUIREMENTS, WHICHEVER IS MORE RESTRICTIVE. O w N
BASED ON OSSC TABLE 721.1 (3), ITEM NO. 21-1.1 BASED ON GA FILE NO. RC 2601 BASED ON GA FILE NO. RC 2751 '
, N
1-HOUR FIRE-RESISTANCE RATING 1-HOUR FIRE-RESISTANCE RATING 1-HOUR FIRE-RESISTANCE RATING - FINISH FLOOR PER ICC REPORT ESR-1305, FIGURE 3 W f
(TYPICAL AT LOW SLOPE ROOF) FINISH (TYPICAL AT ELEVATOR) (TYPICAL AT STAIRS AND SHAFTS) SCHEDULE REVISION M
SCHEDULE
PER - 1" GYPSUM CEMENT 3/4 INCH GYPCRETE ; w
CONCRETE SLAB ON
ERLAYMENT SYSTEM 23/32"TONGUE AND GROOVE SHEATHING 19/32" SHEATHING MAY Q o
GRADE, REFER TO 32 (7/8.MIN. ATACOUSTIC
M
LOCATIONS) BE SUBSTITUTED WHEN 3/4" GYPCRETE IS USED) uo
STRUCTURAL m
- - - - - - - - - - - - F.F. ELEVATION - - - - - - - - LEVEL _
- — 9-1/2" (OR DEEPER) LPI 18, LPI 20PLUS, LPI 32PLUS, LPI 42PLUS OR --
a LPI 52PLUS I-JOISTS SPACED 24" (OR LESS) ON CENTER.
a LEGEND:
TWO HER
VAPOR RETARDER ACOUSTIC MAT 0 LAYERS OF 1/2"THICK, TYPE X GYPSUM WALLBOARD, EITHER
-- __ Z
b a (WHERE OCCURS) DIRECTLY APPLIED TO I-JOISTS OR ATTACHED TO RESILIENT
e . CHANNELS SPACED AT 16" ON CENTER. ATTACH FIRST LAYER W/ HORZONTAL ASSEMBLY TYP. - - DESIGNATOR U)
1-5/8"TYPE W SCREWS. ATTACH SECOND LAYER W/2-1/4"TYPE W
- SHEATHING F - FLOOR
. : :,. ... . •.... SCREWS.
FC - FLOOR/CEILING O
3" RIGID INSULATION (R-15) " " " R - ROOF N
1-1/2TYPE G SCREWS, SPACED 8ON CENTER AND 6FROM EACH
AT 4'-0"ALONG ('V
CONDITIONED SPACE SLAB END OF THE BUTT JOINT, MUST BE USED TO FASTEN THE FACE x_# (�- w
PERIMETER WOOD I-JOIST LAYER TO THE BASE LAYER AT THE FACE LAYER BUTT JOINTS. pp 0 J
o�o�o�oDo�o�o0C�o�o�oNOTES: �i 1 ROVE Z m
�oOoc , 6 , c , c , a * c ,00n * o 0 � 0�0000�0
0000000000000000000` VENT ROCK PER RADON. 0
�o °�o 'goo�o °�o '�oy°�oo�o �oo�o '� y�oo�o _ BLOWN-IN INSULATION 2. VINYL IS MINIMUM 0.06-INCH THICK WITH CUSHIONED VINYL CC Q
0�0�000�0�0�000�000�0�00o COORDINATE WITH MINIMUM 0.01-INCH-THICK WEAR LAYER. G
o ° o ° oq° o ° o ° o ° n , o ° o ° o ° o ° o ° o STRUCTURAL AND GEOTECH - C w
o6oQo VoQoQoQoQoVoQoQoQo�o 3. GYP-CRETE (ER N0. 3433) IS MINIMUM 3/4-INCH THICK OVER C
(2) LAYERS 5/8"TYPE 19/32-INCH PLYWOOD. O
I —III—III—I°I III—III GYPSUM BOARD 4. THE PLYWOOD MUST BE GLUED AT TONGUE AND GROOVE 0 rQ U W
IIIIIIIII—III ( —III- JOINTS AND TO THE I-JOISTS. V �/ LL
IIIIII-III-III-III-III-III WRB Y F- Q Z
OSSC TABLE 721.1 (3). ITEM NO. 21-1.1: coo
1III I I I1 1 11 1 1 -171III-III III 1 I-1 1 1 III-III-I w >> C
I—IIFLOOR CONSTRUCTION -WOOD JOISTS, WOOD-I-JOISTS, FLOOR W > O C
TRUSSES AND FLAT OR PITCHED ROOF TRUSSES SPACED A
- - SUSPENSION SYSTEM MAXIMUM 24" O.C. WITH 1/2"WOOD STRUCTURAL PANELS WITH V (n 0
EXTERIOR GLUE APPLIED AT RIGHT ANGLES TO TOP OF JOIST OR oe- LL
TOP CHORD OF TRUSSES WITH 8D NAILS. THE WOOD STRUCTURAL
PANEL THICKNESS SHALL NOT BE LESS THAN NOMINAL 1/2" NOR V w Z
LIGHT GAUGE METAL LESS THAN REQUIRED BY CHAPTER 23. 0 OD Z 0
FRAMING Co c 0CEILING CONSTRUCTION - BASE LAYER 5/8"TYPE X GYPSUM >
1x6 T&G SOFFIT WALLBOARD APPLIED AT RIGHT ANGLES TO JOIST OR TRUSS 24" Q > Q
F-1 - SLAB ON GRADE F-3 - FLOOR AT OVERHANG FO.C. LAYITH E R5/8"TY EXGYP S OR U W WALLBOADRYWALLRD
OR
RVENEEEWS BA
FACE LAYER 5/8"TYPE X GYPSUM WALLBOARD OR VENEER BASE � � �
APPLIED AT RIGHT ANGLES TO JOIST OR TRUSS THROUGH BASE O
BASED ON OSSC TABLE 721.1 (3), ITME NO. 21-1.1 LAYER WITH 1 7/8"TYPE S OR TYPE W DRYWALL SCREWS 12" O.C. m I-
1-HOUR FIRE-RESISTANCE RATING AT JOINTS AND INTERMEDIATE JOIST OR TRUSS. FACE LAYER TYPE CD Z
(TYPICAL AT UNITS) G DRYWALL SCREWS PLACED 2" BACK ON EITHER SIDE OF FACE
FINISH FLOOR PER LAYER END JOINTS, 12" O.C. �-
SCHEDULE CC
NOTES: G
1" GYPSUM CEMENT
UNDERLAYMENT SYSTEM n. THE CEILING SHALL BE PERMITTED TO BE OMITTED OVER 0
LEVEL - UNUSABLE SPACE,AND FLOORING SHALL BE PERMITTED TO BE U
a
- - OMITTED WHERE UNUSABLE SPACE OCCURS ABOVE.
ACOUSTIC MAT HORIZONTAL ASSEMBLIES-
EXTERIOR
SHEATHING
PROJECT NO.
I Hill 17055
- WOOD JOIST
X o 09.30.2019
o
BLOWN-IN INSULATION op ate ' _ �� I o REVISIONS: #
Lu D
O 32 ASI 29
(2) LAYERS 5/8"TYPE 'X'
7 -' a,O , � � 3
GYPSUM BOARD z
w �
- - WRB
In
OFFICE COPY o
co
SUSPENSION SYSTEM
J �
U
REVISION W
LIGHT GAUGE METAL
FRAMING < -
Z
- 1x6 T&G SOFFIT z w
F-4 - FLOOR AT OVERHANG APPROVED o
BASED ON OSSC TABLE 721.1(3), ITEM NO. 21-1.1 F G3003
1-HOUR FIRE-RESISTANCE RATING p o
z o
UNIT - - - - - - - - - - - - - - `LEVEL - CORRIDOR -
4 _ _ _ _ _ _ _ _ _ UNIT GENERAL NOTES ��* ODARCo
LEVEL_ _ _ _ _ _ _ _ _ _ __ _
a t 9 a — a BEVEL NOTE: BASED ON GA-600-2018 A. CONFORM TO DETAILED REQUIREMENTS OF
FINISH FLOOR PER FINISH FLOOR PER DESIGNATED TESTING AUTHORITY NUMBERS AT RATED R]
FINISH FLOOR PER SCHEDULE - SCHEDULE GA FILE NO. BM 1137: PROPRIETARY ASSEMBLIES.WALLS DESIGNATED AS"BASED ON"VARY
SCHEDULE (AS NOTED IN PARENTHESIS)WHERE DEVIATION
GYPSUM CEMENT GYPSUM CEMENT BASE LAYER ED PROPRIETARY TYPE X GYPSUM WALL OCCURS.
GYPSUM CEMENT UNDERLAYMENT UNDERLAYMENT BOARD APPLIED TO BEAM CAGE WITH 1"TYPE S-12 NO D, 0 GON
UNDERLAYMENT DRYWALL SCREWS 12"O.C. FACE LAYER 1/2"
SHEATHING ACOUSTIC MAT PROPRIETARY TYPE X GYPSUM WALLBOARD APPLIED TO B. ASSEMBLY COMPONENTS SHOWN REFLECT THE MAJOR 2.918
CONSTRUCTION MATERIALS;ADDITIONAL AND r
ACOUSTIC MAT BEAM CAGE WITH 1-5/8"TYPE S-12 DRYWALL SCREWS 12"O.C. ALTERNATIVE MATERIALS AND/OR CONSTRUCTION OF 010
WOOD JOISTS SHEATHING METHODS MAY BE INDICATED IN REFERENCED
SHEATHINGwv\z\zWOOD JOISTS JOINTS OFFSET FROM BASE LAYER JOINTS. ASSEMBLIES.
ACOUSTIC INSULATION V
WOOD I-JOIST ACOUSTIC INSULATION BEAM CAGE FABRICATED FROM 24 GA. 7/8"X 1-3/8"STEEL C. STAGGER VERTICAL AND HORIZONTAL JOINTS OF
lillik Y ANGLES SCREW ATTACHED TO STEEL JOISTS AT BEAM GYPSUM BOARD IN ALL CONDITIONS OF DOUBLE LAYER p. E
ACOUSTIC INSULATION - - - - - - - - - - - - TOP FLANGE AND 25 GA. 2-1/2"STEEL RUNNERS HOOKED GYPSUM BOARD CONSTRUCTION, UNLESS OTHERWISE °
OVER BEAM LOWER FLANGE AND SUPPORTING 1-5/8 , 18 NOTED. W
I MIL(25 GA.) STEEL STUDS 24" O.C. MINIMUM BEAM SIZE
RESILIENT CHANNEL I W8X15. (ONE HOUR UNRESTRAINED BEAM.) D. STRUCTURAL, FIRE RESISTIVE AND SOUNDS RESISTIVE r
(2) LAYERS TYPE 'X' S/8" RESILIENT CHANNEL o
GYPSUM BOARD PROPRIETARY GYSUM BOARD: INTEGRITY IS TO BE MAINTAINED AT PENETRATIONS
(2) LAYERS 5/8"TYPE 'X' m
FOR ELECTICAL, MECHANICAL, PLUMBING,AND
GYPSUM BOARD AMERICAN GYPSUM COMPANY LLC CONDUITS, PIPES AND SIMILAR SYSTEMS AND IS TO BE U -
1 LAYER TYPE 'X' S/8" - 1/2" FIREBLOC R IPE C GYPSUM BOARD IN ACCORDANCE WITH THE REQUIREMENTS R THE W o
O GOVERNING CODES,AUTHORITIES OR OWNER �
CEILING HEIGHT GYPSUM BOARD CERTAINTEED GYPSUM INC. REQUIREMENTS, WHICHEVER IS MORE RESTRICTIVE. ~ rn
- SUSPENDED 1-1/2" LIGHT 1/2"CERTAINTEED R'A'PE C GYPSUM BOARD 3
GAUGE METAL FRAMING CONTINENTAL BUILDING PRODUCTS = M 3
SUSPENDED 1-1/2"LIGHT - - - SUSPENDED 1-1/2" LIGHT - 1/2"FIRECHECK R-NPE C E. WHERE LARGER STUD OR FURRING ARE REQUIRED TO U d 3
GAUGE METAL FRAMING GAUGE METAL FRAMING GEORGIA-PACIFIC GYPSUM LLC COVER DUCTS, PIPING CONDUIT, ETC.,THE LARGER o
- - - - - - - - WITH ACOUSTIC PANEL / WITH 5/8" GYPSUM BOARD - 1/2"TOUGHROCK R FaREGUARD C R(MPSUM STUD SIZE OR FURRING SHALL BE PROVIDED AND a
WHERE OCCURS,SEE WHERE OCCURS, SEE RCPS BOARD
// SHALL EXTEND THE FULL SURFACE OF THE WALL Q
/ m
- - - - - - - RCPS � - - - - - - - � - - - - - - NATIONAL GYPSUM COMPANY LENGTH AND HEIGHT WHERE THE FURRING OCCURS.
CEILING HEIGHT - 5/8' GYPSUM BOARD l 1/2" GOLD BOND RBRAND FIRE-SHIELD CTM o
Y AT ACOUSTIC PANEL p GYPSUM BOARDFSTRUCTURALFIRE RESISTIVE AND SOUND RESISTIVE a
UNIT OR OFFICE CEILING HEIGHT - - - - - - - - - - - - - - F. ,PABCO GYPSUM INTEGRITY IS TO BE MAINTAINED AT PENETRATIONS
- - - EILING HEIGHT 1/2"FLAME CURB R 9lJPER'C'TYPE PG-C FOR ELECTRICAL, MECHANICAL, PLUMBING,AND =
CORRIDOR COMMON SPACE UNITED STATES GYPSUM COMPANY CONDUITS, PIPES AND SIMILAR SYSTEMS AND IS TO BE
FC-1 — FLOOR/CEILING ASSEMBLY (1 HR) 2 FC-2 — FLOOR/CEILING ASSEMBLY (1 HR) FC-3 — FLOOR/CEILING ASSEMGY_ BLY (1 HR) 82 ,Y SPSUM PANUM PANcKR�ANDFIREcoDER�oRE IN ACCORDANCE WITH THE REQUIREMENTS OF THE Z =
_ ELSGOVERNING CODES,AUTHORITIES OR OWNER N
BASED ON ESR-1225&DAC3 REPORT ASSEMBLY WIJ 1.6 STC 61 BASED ON OSSC TABLE 721.1(3), ITEM NO. 21-1.1 STC-NOT REQ'D BASED ON GA FILE NO. 5109STC 53 REQUIREMENTS, WHICHEVER IS MORE RESTRICTIVE. >
32 IIC 54 1-HOUR FIRE-RESISTANCE RATING IIC 51 2018 GA FILE NO. HM 7202: PROPRIETARY ° N
ACOUSTIC BASED ON INTE TEK REPORT F2586.06-113-11 RO (TYPICAL AT CORRIDORS) 32 ACO STIC BAS D O INTE TEK REPORTS W
S FINISH FLOOR PER 1005 8151 RT-0 1CB3& 100 2815 -002 92 32 FIRE DESIGN PERIMETER CHANNELS, 6", 33 MIL WITH 2"LEGS J
SCHEDULE AREAS) ATTACHED TO SIDE WALLS 24"O.C. STEEL STUDS, 6", 33 MIL LEGEND: 3 "
GYPSUM CEMENT ATTACHED TO TOP LEG OF PERIMETER CHANNELS WITH 1/2" PAN Q o
HEAD SCREWS,AND SPACED 24"O.C. FLAT STRAP,4"33 MIL OR
UNDERLAYMENT
PERIMETER CHANNELS SECURED TO TOP OF STUDS AT
STAIR - _ - - - LEVEL WALL ASSEMBLY PER PLAN _ _ _ _ _ _ _ _ _ _ _ _ CENTERLINE LINE OF THE SPAN WITH A 1/2"PAN HEAD SCREWS. HORZONTAL ASSEMBLY TYP. DESIGNATOR
- - - - - - - _- _
�J F FLOOR
'- s7IZ BASE LAYER 5/8" PROPRIETARY TYPE X GYPSUM WALLBOARD FC FLOOR/CEILING
77�4. APPLIED AT RIGHT ANGLES TO STEEL STUDS WITH 1-1/4"TYPES R- ROOF 0
77 ACOUSTIC MAT PERIMETER CHANNEL SCREWS 12"O.C. SECOND LAYER 5/8" PROPRIETARY TYPE X # Z
WOOD NAILER REFER GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO FRAMING 2"
TO STRUCTURAL TYPE S SCREWS 12"O.C.,WITH BUTT JOINTS STAGGERED 48" FROM _ W
BASE LAYER,AND LONG
GES OFFSET BY 12" FROM THE
SHEATHING STEEL STUD STEEL PLATE LAYER. THIRD LAYER OF WALL OARDAPPLIEDATSRIGHTANGLESRYTYPE X FRAMNGWITH4S2" ASSEMBLY NOTES CONT.: N 0
WOOD I-JOIST
SHAFT TYPE S SCREWS 12"O.C.,WITH BUTT JOINTS STAGGERED 48" FROM N =
-7 - STEEL ANGLE PER
- - ASSEMBLY SECOND LAYER,AND LONG EDGES OFFSET BY 12" FROM THE BASE ui
INSTRUCTIONS LAYER. RESILIENT CHANNELS SPACED 16"O.C.AND ATTACHED OSSC TABLE 721.1 (3). ITEM NO. 21-1.1: (n m J
PERPENDICULAR TO STEEL STUDS WITH 2-1/4"TYPE S SCREWS. Z IY m
FACE LAYER OF PROPRIETARY 5/8"TYPE X GYPSUM WALLBOARD FLOOR CONSTRUCTION -WOOD JOISTS, WOOD-I-JOISTS,
FLOOR/CEILING APPLIED AT RIGHT ANGLES TO THE RESILIENT CHANNELS WITH FLOOR TRUSSES AND FLAT OR PITCHED ROOF TRUSSES O O a
ASSEMBLY F-3 OR FC-1 1-1/8"TYPE S SCREWS 12"O.C. THE LIMITING HORIZONTAL SPAN IS SPACED A MAXIMUM 24"O.C. WITH 1/2"WOOD STRUCTURAL 0 LAYERS 5/8"TYPE 'X' DETERMINED BY THE ALLOWABLE CEILING SPAN TABLE OF THE PANELS WITH EXTERIOR GLUE APPLIED AT RIGHT ANGLES TO CC W
GofYP BOARD * STEEL MANUFACTURE. TOP OF JOIST OR TOP CHORD OF TRUSSES WITH 8D NAILS. G
THE WOOD STRUCTURAL PANEL THICKNESS SHALL NOT BE Q O
HAT CHANNEL STEEL BEAM LESS THAN NOMINAL 1/2"NOR LESS THAN REQUIRED BY 00 LL
LL W
- PROPRIETARY GYPSUM BOARD: CHAPTER 23. V — V
- AMERICAN GYPSUM COMPANY LLC -5/8" FIREBLOC®TYPE C Y �:: Q Z
GYPSUM BOARDW
CEILING CONSTRUCTION -BASE LAYER 5/8"TYPE X GYPSUM Q
UNITED STATES GYPSUM COMPANY -5/8"SHEETROCK®BRAND WALLBOARD APPLIED AT RIGHT ANGLES TO JOIST OR TRUSS W >_FIRECODE®C GYPSUM PANELS 24"O.C. WITH 1 1/4"TYPE S OR TYPE W DRYWALL SCREWS 0 M
O L
CEILING HEIGHT - INSULATION AT 24"O.C. FACE LAYER 5/8"TYPE X GYPSUM WALLBOARD OR Y LL
LI — - EXTERIOR CONDITIONS VENEER BASE APPLIED AT RIGHT ANGLES TO JOIST OR U (n 0
(1) LAYER 5/8"TYPE X' (3) LAYERS 5/8"TYPE 2018 GA FILE NO. RC 5109: PROPRIETARY" TRUSS THROUGH BASE LAYER WITH 17/8"TYPE S OR TYPE W fr- LL
GYPSUM BOARD 'X' GYPSUM BOARD DRYWALL SCREWS 12"O.C.AT JOINTS AND INTERMEDIATE Y = w Z
LOW VOLTAGE (2) LAYERS PROPRIETARYJOIST OR TRUSS. FACE LAYER TYPE G DRYWALL SCREWS U
RESILIENT CHANNEL 1/2" TYPE 'X' GYPSUM WALL ONE LAYER 5/8" PROPRIETARY TYPE X GYPSUM PANEL OR GYPSUM PLACED 2" BACK ON EITHER SIDE OF FACE LAYER END 0 F-- Z 0
VENEER BASE APPLIED AT RIGHT ANGLES TO RESILIENT CHANNELS 00
(1) LAYER 5/8"TYPE BOARD 24"O.C. (16"O.C.WHEN BATT INSULATION IS USED; 12"O.C.WHEN JOINTS, 12"O.C. V
'X' GYPSUM BOARD LOOSE FILL INSULATION IS USED)WITH 1"TYPE S SCREWS 12"O.C.
GYPSUM PANEL END JOISTS LOCATED MIDWAY BETWEEN DCA3 REPORT,ASSEMBLY NJ 1.6 Q
CONTINUOUS CHANNELS AND ATTACHED WITH 8"SCREWS TO W (n
- STEEL RUNNERS PER ADDITIONAL PIECES OF CHANNEL 60" LONG LOCATED 3: BACK ON FLOOR TOPPING (OPTIONAL): GYPSUM, CONRETE, O }
ASSEMBLY INSTRUCTIONS EITHER SIDE OF END JOINT. RESILIENT CHANNELS APPLIED AT LIGHTWEIGHT OR NORMAL CONCRETE TOPPING.
RIGHT ANGLES TO 2 X 10 WOOD JOISTS SPACED A MAXIMUM OF 24" _
O.C. WITH 1-1/4"TYPE S SCREWS. GLASS OR MINERAL FIBER BATT FLOOR SHEATHING: MINIMUM 23/32-INCH-THICK TONGUE CD
-
INSULATION APPLIED DIRECTLY OVER GYPSUM PANEL.WOOD AND-GROOVE WOOD SHEATHING (EXPOSURE 1). INSTALLED
FC-4 — FLOOR/CEILING ASSEMBLY (2HR) FC-5 — FLOOR/CEILING ASSEMBLY (2HR) BM1 — BEAM ASSEMBLY (1 HR) JOISTS SUPPORTING 15/32' WOOD STRUCTURAL PANEL SUBFLOOR PER CODE REQUIREMENTS WITH MINIMUM BD COMMON
-- - -- - APPLIED AT RIGHT ANGLES TO JOISTS WITH CONSTRUCTION NAILS.
BASED ON GA FILE NO. FC 5750 BASED ON GA FILE NO. HM 7202 BASED ON GA FILE NO. BM 1137 ADHESIVE AND 6D RING SHANK NAILS 12"O.C. MINIMUM 1/2"
2-HOUR FIRE-RESISTANCE RATING 2-HOUR FIRE-RESISTANCE RATING 1-HOUR FIRE-RESISTANCE RATING PROPRIETARY GYPSUM FLOOR TOPPING APPLIED OVER STRUCTURAL MEMBERES: WOOD I-JOISTS SPACED A
(HORIZONTAL STAIR SEPARATION) (HORIZONTAL SHAFT SEPARATION) SUBFLOOR.
MAXIMUM OF 24 INCHES ON CENTER.
MINIMUM I-JOIST FLANGE DEPTH: 1-5/16 INCHES (�
STC AND IIC RATED WITH BOTH JOISTS AND RESILIENT CHANNELS MINIMUM I-JOIST WEB THICKNESS: 3/8 INCH
SPACED 16"O.C. 3-1/2"GALSS FIBER INSULATION IN JOISTS SPACES, MINIMUM I-JOISTS FLANGE AREA: 1.95 SQ. INCHES
3/4" PROPRIETARY GYPSUM FLOOR TOPPING POURED OVER 1/4" MINIMUM I-JOISTS DEPTH: 9-1/2 INCHES HORIZONTAL ASSEMBLIES -
PROPRIETARY SOUND REDUCTION MAT,AND WITH FINISH INTERIOR
FLOORING OF C&P, SHEET VINYL,AND ENGINEERED LAMINATE. RESILIENT CHANNELS: MINIMUM 0.019-INCH-THICK
GALVANIZED STEEL RESILIENT CHANNEL ATTACHED
PROPRIETARY GYPSUM BOARD: PERPENDICULAR TO THE BOTTOM FLANGE OF THE I-JOISTS
WITH ONE 1-1/4 INCH DRYWALL SCREW. CHANNELS SPACED PROJECT NO.
UNITED STATES GYPSUM COMPANY A MAXIMUM OF 16 INCHES ON CENTER (24 INCHCES ON 17055
-5/8"SHEETROCK®BRAND FIRECODE®C CORE GYPSUM CENTER WITH I-JOISTS ARE SPACED A MAXIMUM OF 16
PANELS INCHES ON CENTER).
-LEVELROCK®BRAND FLOOR UNDERLAYMENT
GYPSUM WALLBOARD: TWO LAYERS OF MINIMUM 1/2 INCHX o 09.30.2019
TYPE X GYPSUM WALLBOARD ATTACHED WITH THE LONG y
DIMENSION PERPENDICULAR TO THE RESILIENT CHANNELS
AS FOLLOWS: p ' REVISIONS:
5750:
GA FILE NO. RC GENERIC 5A. WALLBOARD BASE LAYER: BASE LAYER OF 5
WALLBAORD ATTACHED TO RESILIENT CHANNELS Z
BASE LAYER 5/8"TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT USING 1-1/4 INCH TYPE 2 DRYWALL SCREWS AT 12 23 25 ASI 22 03.03.20
ANGLES TO 9-1/2" DEEP WOOD I-JOISTS 24"O.C. WITH 1-1/4"TYPE W INCHES ON CENTER. Z 26 ASI 23 03.25.20
DRYWALL SCREWS 12" O.C. SECOND LAYER 5/8"TYPE X GYPSUM w o 32 ASI 29
5B. WALLBAORD FACE LAYER: FACE LAYER OF =
WALLBOARD APPLIED AT RIGHT ANGLES TO I-JOISTS WITH 2"TYPE WALLBOARD ATTACHED TO RESILIENT CHANNELS
W DRYWALL SCREWS 12"O.C. SECOND LAYER JOINTS OFFSET 24" w
THROUGH BASE LAYER USING 1-5/8 INCH TYPE S -+ o
FROM BASE LAYER JOINTS. THIRD LAYER 5/8"TYPE X GYPSUM DRYWALL SCREWS SPACED 12 INCHES ON CENTER. tQi Z
WALLBOARD APPLIED AT RIGHT ANGLES TO I-JOISTS WITH 2-1/2" S
EDGE JOINTS OF WALLBOARD FACE LAYER OFFSET p
TYPE W DRYWALL SCREWS 12"O.C.THIRD LAYER JOINTS OFFSET LL x
24 INCHES FROM THOSE BASE LAYERS.
-- �
12"FROM SECOND LAYER JOINTS. HAT-SHAPED 7/8"RIGID FURRING ADDITIONALLY, WALLBOARD FACE LAYER ATTACHED i
CHANNELS 24"O.C.APPLIED AT RIGHT ANGLES TO I-JOISTS OVER TO BASE LAYER WITH 1-1/2 INCH TYPE G DRYWALL F
THIRD LAYER WITH TWO 2-1/2" LONG TYPE W DRYWALL SCREWS AT SCREWS SPACED 8 INCHES ON CENTER, PLACED C °
EACH I-JOIST. FACE LAYER 5/8"TYPE X GYPSUM WALLBOARD w
1-1/2 INCHES FROM FACE LAYER END JOINTS. w
APPLIED AT RIGHTANGLES TO FURRING CHANNELS WITH 1-1/8"
TYPE S DRYWALL SCREWS 12"O.C.WOOD I-JOISTS SUPPORTING NOTES: _
3/4"T&G EDGE PLYWOOD FLOOR APPLIED AT RIGHT ANGLES TO I- _Z
JOISTS WITH 8D NAILS 6"O.C.AT JOINTS AND 12"AT INTERMEDIATE ACOUSTIC INSULATION - 3-1/2-INCH-THICK FIBERGALSS BATT
I-JOISTS. CEILING PROVIDES TWO-HOUR FIRE-RESISTANCE BETWEEN JOISTS. G3004
PROTECTION FOR WOOD FRAMING. ACOUSTIC MAT ADDED AT SELECT LOCATIONS WHERE w rc
ACOUSTIC RATING IS REQUIRED BY CODE. 0 L
Z 0