HomeMy WebLinkAbout14 A330 Wall Sections.pdfWHITE 45mi1 TPO
MECHANICALLY FASTENED
ROOFING SYSTEM. 15yr WARR4NTY
TO WRAP UNDER THE
FRONT SIDE OF THE PARAPET CAP
(2) LAYERS OF 2" ISO BOARD
INSULATION (R-228)
(TYPICAL)
22ga. METAL "B" DECKING
(TYPICAL) I
STRUCTURAL FR MING MEMBERS -
(SEE STRUCTUR L STEEL FRAMING
PLAN FOR SPEC FICATIONS)
ROOF OVERFLOW DETfUL
SCALE 1/7'= 1'-0"
TAPERED 150 BOARD WSULATION-
(iYPICAL)
WHITE 45mtl TPO
MECHANICALLY FASTENED
ROOFING SYSTEM. 15yr WARRANTY
TO WRAP UNDER THE
FRONT SIDE OF THE PARAPET CAP
(2) LAYERS OF 2" ISO BOARD
INSULATION (R-228)
(TYPICAL)
22ga. METAL °B" DECKING
(iYPICAL) i
STRUCTURAL FR MING MEMBERS -
(SEE STRUCTUR L STEEL FRAMING
PLAN FOR SPEC FICATIONSI
3 5�8" 20ga ETAL STUDS AT 24" O.C.-
WITH (1) BLACK IRON LOCKING BARS AND
(i) �avER oF s s° nPE "", FiRECaoE
DRYWALL TO BO TOM OF ROOF DECKING
(INSTALL 1" BLUE FOAM INSULPSION
BD)
4" CONCRETE LAB WITH "NYCON" ADDMIXTURE
ON 6 MIL VAP R BARRIER OVER 4" COMPACTED
GRANULAR FlLL
24ga. METAL PARAPET CAP
2"x 8" TREATED WOOD NAILER
(1) 4" SOLID CONCRETE
BLOCK OVERFLOW (TYPICAL)
8" SMOOTH FACE BOND BEAM
BLOCK FlLL CORE WITH 4,000
ps'� cROUT wirH (2) No.a
REINF. BARS IN BOTTOM
24ga. METAL PARAPET CAP
2"x 8" TREATED WOOD NAILER
REAR BEARING
FiT, is-4 i.F.F.
8'� SMOOTH FACE BON� BEAM
BLOCK FlLL CORE WITH 4,000
ps'� cROUT wirH (2) No-a
REWE BARS IN BOTTOM
8" SMOOTH FACE BLOCK WITH
8° SINGLE WIDTH TRUSS TYPE
HORIZ. REMF. AT 16" C-C.
Nos rzeNF. enRS (vERricn�)
AT 6'-0" C-C. FILL CORES
WITH 4,OOOpsi GROUT OR
CONCRETE (MINIMUM 12"
OVERLAP WITH MM. 4 TIES
AT EACH OVERLAP)
1�7' EXPANSION JOINT
(TYPICAL�
6" CONCRETE SLAB WITH
6-6-6 W.W.F. ON 4"
COMPACTED GRANUL4R FILL
FOUNDATION WALL DEfAIL M
SCALE�. 1/2"= 1'-0" nzoo aaao
��� 4„
BLOCK
ROOF OVERFLOW DETAIL (ELEVATION)
scn�e i/z"= i'-o"
1' 3 5�8�
5�8"thick OSB NAILER
PLATE (TYPICAL�
WHITE 45mi1 TPO
MECHANICALLY FASTENED
ROOFlNG SYSTEM. i5yr WARRANTY
TO WRAP UNDER THE
FRONT SIDE OF THE PAR4PET CAP
i2) LAYERS OF 2" ISO BOARD �
NSULATION (R�223)
(TYPICAL)
22ga. METAL "B" DECKING
(TYPICAL)
STRUCTURAL FRAMING MEMBERS -
(SEE STRUCTURAL STEEL FRAMING
PL4N PoR SPECIRCATIONS) �
„
DOUBLE SLIP
3"deep TRACK
3 5/8° 20ga. METAL STUDS AT 24° O.C.-
WfTH (1) BL40 IRON LOOKWG BARS AND
(1) LAYER OF 5�8" NPE "x°, FlRECODE
DRYWALL TO B TTOM OF ROOF DECKING
QNSTALL 1" B UE FOAM MSULATION
BD.)
iNSrn�� (i) r'x io" HicH wn��
DRAINAGE SYSTE BY MORTAR
NET SEE DETAIL, PAGE A300
RUBBER WEEP LASHING
(UNDER FELT P PER) WITH
METAL WEEPS B TWEEN PANELS
4" CONCRETE LAB WITH "NYCON" ADDMIXTURE
ON 6 MIL VAP R BARRIER OVER 4" COMPACTED
GRANULAR FlLL
_g
5/8"thick OSB NAILER -
P�n1E (rrPicn�)
INSTALL (2� (GALV.� AWM. 'T' STRIPS 8 CAP BLOCK (TYPICAL�
TO SECURE WOOD PARAPET NAILER
(TYPICAL) WHITE 45mi1 TPO
MECHANICALLY FASTENED
24ga. METAL (WHITE) CAP ROORNG SYSTEM. 15yr WARRANTY
(TYPICAL) TO WRAP UNDER THE
FRONT SIDE OF THE PAR4PET CAP
(2) LAYERS OF 2" ISO BOARD
IN9ULATION (R�228)
� (TYPICAL)
SEE ELF.S CORNICE
DETAIL D. "'
BRICK FAOADE QNSTALL
BRICK TIES AND WEEPS
AS REQUIRED)
8° SMOOTH FACE BONO BEAM
BLOCK FlLL CORE WITH 4,000
psi OROUT WITH (Q� N24
REME BARS IN BOTTOM
BOND BEAM
HT. 15'-4" A.F.F.
(2) couRSes oF so�oieR `,
COURSE BRICK �
8" SMOOTH FACE BLOCK WITH
8" SINGLE WIDTH TRU55 TYPE
HOPoZ REWF. AT 16" C-C.
NoS REINF. BARS (VERTICAL�
AT 6'-0° C-Q FILL CORES
WITH 4,OOOpsi GROUT OR
CONCRETE (MINIMUM 12'
OVERLAP WITH MIN. 4 TIES
AT EACH OVERLAP)
(1) COURSE OF SOLDIER
COURSE BRICK
BRICK FACADE QNSTALL
BRICK TIES AN� WEEPS
AS REQUIRED)
(1) COURSE OF SOLDIER
COURSE BRICK
3 1�2'thick LIMESTONE
PANELS (TYPICAL)
WALL SECTION DEfAIL N
SCALE: 1/2..- 1. 0" nzao aaaa
SOLID UP TO WEEP HOLE
22ga. METAL "B" DECKING
(TYPICAL)
STRUCTURAL FRAMING MEMBERS -
(SEE STRUCTURAL STEEL FRAMING
PL4N FOR SPECIRCATIONS) ,
DOUBLE SLIP
3"deep TRACK
3 5�8° 20ga. METAL STUDS AT 24° O.C.-
WITH (1) BLAC IRON LOCKING BARS AND
(1� LAYER OF 5�8" TYPE "z", FlRECODE
DRYWALL TO B TTOM OF ROOF DECKING
QNSTALL 1" B UE FOAM WSULA7ION
BD.)
iNSrn�� (i) i°x �o" HicH wa��
DRAINAGE SYSTE BY MORTAR
NET SEE DETAIL, PAGE A300
RUBBER WEEP L,4SHING WITH-
METAL WEEPS B TWEEN PANELS
4" CONCRETE LAB WITH "NYCON" ADDMIXTURE
ON 6 MIL VAPOR BARPoER OVER 4° COMPACTED
GRANULAR FlLL
„
iNSrn�� (2) (ca�v.) n�uMiNUM "r' sTRias
TO SECURE WOOD PARAPET NAILER
(TYPICAL)
zago. MeTn� (wHiTE) cnP
(TYPICAL)
SEE ELES CORNICE
DETAIL C.
BRIOK FAOADE QNSTALL
BRICK TIES AND WEEPS
AS REQUIRED�
8" SMOOTH FACE BOND BEAM
BLOCK FILL CORE WITH 4,000
psi OROUT WITH (2) No.4
REME BARS IN BOTTOM
BOND BEAM
HT. 15-4" A.EF.
(2) COURSES OF SOLDIER
COURSE BRICK
8" SMOOTH FACE BLOCK WITH
S" SINGLE WIDTH TRU55 TYPE
HOPoZ REWF. AT 16" C-C.
No.s ReNF. Bnas (veRncn�)
AT 6'-0° C-C. FILL CORES
WITH 4,OOOpsi GROUT OR
CONCRETE (MINIMUM 12"
OVERLAP WITH MIN. 4 TIES
AT EACH OVERLAP)
(1) COURSE OF SOLDIER
COURSE BRICK
BRICK FACADE (INSTALL
BRICK TIES AND WEEPS
AS REQUIRED)
(1) COURSE OF SOLDIER
COURSE BRICK
MOTAR SOLID UP TO WEEP HOLE
WALL SECTION DEffUL 0
SCALE�. 1/2"= 1'-0" nzoa naao
4" CONCRETE SLAB
ON 6 MIL VAPOR E
GRANULAR FILL
WHITE 45mi1 TPO
MECHANICALLY FASTENED
ROOFING SYSTEM_ 15yr WARRANTY
INSUL4T ORN (RF 2� 850 BOARD —
(TYPICAL)
22qa METAL "B" DECKING
(TYPICAL)
STRUCTURAL FRAMING MEMBERS -
(SEE STRUCTURAL STEEL FRAMING
PLAN FOR SPECIFICATIONS)
FIR CAULK JOINT ALONG-
ROOF DECK. BOTH SIDES
(z) � s/e° (zoya.) Mera�
STU S (TYPICAL)
DOUBLE SLIP TRACK OR—
3"d ep TRACK
6° OUND DAMPENING
INS LATION
6" 20ga-) METAL STUDS AT -
AT 4" C-C WITH (1) BLACK
RO LOCKING BAR
(TY ICAL)
(1) L4YER OF 5�8" RRECODE
(TY E "x") DRYWALL TO DECK
1 "NYCON" ADDMIXTURE
ER OVER 4" COMPACTED
WALL SECTION DEfAIL P
SCALE: 1�2"= 1'-0" ^��a33o
(1) LP.YER OF 5�8" FI ECODE
(TYPE "x") DRYWALL T DECK
L BLOCK. WALLS TO BE INSULATED
WITH °CORE-FILL 500" INJECTED
FOAM INSULATION OR ACCEPTED
EQUAL.
2 SEE FOUNDATION PLAN AND DETAILS,
SHEET No.S1.1 AND S12 FOR ALL
BELOW GRADE DETAILS.
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Job No-- Date Stamped-
13039 02�18�14
Drawn By: Checked By: Scale:
caw tab 1/2,•- 1•_0°
CAD FlLE.
G:A13039\a330 wall secGons.dwg
NZ A. gqk'�i,
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N0.
19700309 �
SiNiE OF �,
CERTIFIED BY:
THIS DRAWING IS THE PROPERTY OF
VERSATILE CONSTRUCTION GROUP LLC
AND IS NOT TO BE USED FOR ANY
OTHER PURPOSE THAN THE PROJECT
DESCRIBED HEREIN.
r nnF.
A330