HomeMy WebLinkAbout13 a320 Wall Sections.pdf_9
5�8"thick OSB NAILER
PLA7E (TYPICAL)
6" (20ga.) METAL STUDS AT
AT 24" C-C (1YPICAL)
(1) LAYER OF 5�8" OSB SHEETING-
(TYPICAL BOTH SIDES)
(1) LAYER OF 3�4° ISO BD.
SHEETING (TYPICAL)
WHITE 45mi1 TPO
MECHANICALLY FASTENED
ROORNG SYSTEM. i5yr WARRANTY
TO WRAP UNDER THE
FRONT SIDE OF THE PARAPET CAP
�2) LAYERS OF 2" ISO BOARD —
NSUL4TION (R-228)
(TYPICAL)
22go. METAL "B" DECKING
(NPICAL)
STRUCTURAL FRAMING MEMBERS -
(SEE STRUCTURAL STEEL FRAMWG
PL4N FOR SPECIRCATIONS) �
6° (20ga-) METAL STUDS AT -
AT 24" �0 WITH �i ) BL4CK
IRON LOCKING BAR. 6" BATT
(R-19) INSULATION AND
VAPOR BARRIER
(1) L4YER OF 5/8" RRECODE-
�TYPE "x'� DRYWALL TO UNDER
SIDE OF ROOF DE-0K �ttPIOAL)
L) P°x 7' TREATED
NAILER (TYPICAL)
6" (20ga-) ME7AL STUDS AT
AT 24° C-C WITH 6° BATT
(R-19) INSULATION AND
VAPOR BARPoER
3 1/2"thick LIMESTONE—
PANELS (TYPICAL�
(1) 2"x 6" TRFATED WOOD—
SOLE PLATE WITH ANCHOR
eo�TS nT s2° c-c (rrPicn�)
4" CONCRETE SLAB WITH "'NYCON"" ADDMIXTURE
ON 6 MIL VA OR BARPoER OVER 4" COMPACTED
GRANULAR FIL
SILL SEAL
MSTALL (2� (GALV_) AWMINUM °T" STRIPS
TO SECURE WOOD PARAPET NAILER
(TYPICAL)
24ga. METAL (WHITE) CAP 5�8"thick OSB NAILER
(rrPicn�) a�nTe (rvPicn�)
SEE E.I.ES CORNICE
DETAIL A.
3 5�8° 20ga METAL STUDS
AT 24° O.C. (TYPICAL)
3 1�7'thlck LIMESTONE
PANELS (TYPICAL)
5�8" OSB BOARD SHEETING
WITH 301b FELT PAPER
(TYPICAL�
e
3 1�2°thick LIMESTONE
PANELS (TYPICAL)
�1) OOURSE OF SOLDIER
COURSE BRICK
HT. 9'-4" A.EE
OZARK MOUNTAIN STONE
FACADE QNSTALL BRICK
TIES AND WEEPS AS
REQUIRED) '
�5�8" OSB BOARD SHEETING `
WITH 301b FELT PAPER
(TYPICAL)
iNSTn� (i) i°x ia° HicH wn�
DRAINAGE SYSTEM BY MORTAR
NET SEE DETAIL, PAGE A300
RUBBER WEEP FLASHING
(UNDER FELT PAPER� WITH
METAL WEEPS BETWEEN PANELS
4" CONCRETE SLAB WITH
6-6-6 W.W.F. ON 4"
COMPACTED GRANULAR RLL
1�2° EXPANSION JOINT
LTYPIOAL�
MOTAR SOLID UP TO WEEP HOLE
WALL SECTION DEfAIL �
SCALE- 1/2°= 1'-0" 2ooa3zo
6° (20ga.) METAL STUDS AT
AT 24" C—C (TYPICAL)
(1) LAYER OF 5�8" OSB SHEETING —
(TYPICAL BOTH SIDES)
�) L4YER OF 3�4" 160 BD.
SHEETINO (TYPIOAL)
WHITE 45mi1 TPO
MECHANICALLY FASTENED
ROORNG SYSTEM. i5yr WARRANTY
TO WRAP UNDER THE
FRONT 9DE OF THE PARAPET CAP
INSUL4 ION (RF 2�r" $ISO BOARD �
(TYPICAL)
22ga. METAL °B" DECKWG
(NPICAL)
STRUCTURAL FRAMING MEMBERS —
(SEE STRUCTURAL STEEL FRAMING
PLAN FOR SPECIRCATIONS) ,
6° (20ga-) METAL STUDS AT —
AT 24" �0 WITH �i ) BL4CK
IRON LOCKING BAR. 6" BATT
(R-19) INSULATION AND
VAPOR BARRIER
(1) L4YER OF 5/8" RRECODE—
(TYPE "x') DRYWALL TO UNDER
SIDE OF ROOF DE-0K �ttPIOAL)
L1) 2°x 7' TREATED WOOD
NAILER (TYPICAL)
6" (20ga-) METAL STUDS AT
AT 24° C—C WITH 6° BATT
(R-19) MSULATION AND
VAPOR BARPoER
(1) COURSE OF SOLDIER—
COURSE BRICK
3 1/2"thick LIMESTONE—
PANELS (TYPICAL)
(1) 2"x 6" TRFATED WOOD—
SOLE PLATE WITH ANCHOR
BOLTS AT 32" C—C (TYPICAL)
4" CONCRETE SLA WITH ""NYCON"" ADDMIXTURE
� ON 6 MIL VAPOR ARPoER OVER 4° COMPACTED
GRANULAR FILL
9LL SEAL FOAM
1 3 1�¢�
1 1
MSTALL (2� (GALV_� AWM. °T° STRIPS
TO SECURE WOOD PARAPET NAILER
(iYPICAL) 5�8"thick OSB NAILER
PLATE (TYPICAL)
24ga. ME�AL (WHITE) CAP
�NPIOAL� (1� L4YER OF 3/4" ISO BD.
SEE ELF.S CORNICE
DETAIL B.
3 5�8" 20ga METAL STUDS
AT 24' O.C- (TYPICAL)
BRICK FACADE (INSTALL
BRICK TIES AND WEEPS
AS REQUIRED)
(2) COURSES OF SOLDIER
COURSE BRICK
BRICK FACADE (INSTALL
BRICK TIES AND WEEPS
AS REQUIRED)
(1) OOURSE OF SOLDIER
COURSE BRICK
HT. 9'-4" A.EF.
BRICK FACADE QNSTALL
BRICK TIES AND WEEPS
AS REQUIRED)
iNSTn�� (i) i°x ia" HicH wn��
DRAINAGE SYSTEM BY MORTAR
NET SEE DETAIL, PAGE A300
RUBBER WEEP FLASHING
(UNDER FELT PAPER� WITH
METAL WEEPS BETWEEN PANELS
4" CONCRETE SLAB WITH
6-6-6 W.W.F. ON 4"
COMPACTED GRANULAR RLL
9HEETINO LTYPIOAL)
WHITE 45m11 TPO
MECHANICALLY FASTENED
ROORNG SYSTEM. i5yr WARRANiY
TO WRAP UNDER THE
FRONT SIDE OF THE PARAPET CAP
i2) LAYERS OF 2" ISO BOARD �
NSULATION (R-228)
(TYPICAL)
22ga- METAL "8" DECKING
(Tl'PICAL)
STRUCTURAL FRAMWG MEMBERS —
(SEE S7RUCTURAL STEEL FRAMING
PLAN FOR SPECIFlCATIONS) i
3 1�2"thick LIMESTONE
PANELS (TYPICAL)
RUBBER WEEP FLASHWG WITH—
METAL WEEPS BETWEEN PANELS
4"" CONCRETE LAB WITH '"NYCON'" ADDMIXTURE
i ON 6 MIL VAP R BARRIER OVER 4" COMPACTED
. GRANULAR RLL
1/2° EXPANSION JOINT
(TYPI OAL�
MOTAR SOLID UP TO WEEP HOLE
FOUNDATION WALL DETAIL �
SCALE: 1/2°— 1,-0„ A2oo A32o
1 2 5�8
wsTn�� (z) (cn�v_) nwM. "r" sTRiPs
TO SECURE WOOD PARAPET NAILER
(TYPICAL)
24go. METAL (WHITE) CAP
(TYPICAL)
SEE ELES CORNICE
DETAIL D.
2'k 8" TRFATED WOOD
NAILER (TYPIOALI
3 5/8" 20ga. METAL STUDS
AT 24" O.C. (TYPICAL)
BRICK FACADE (INSTALL
BRICK TIES AND WEEPS
AS REQUIRED)
8�� SMOOTH FACE BOND BEAM
BLOCK FILL CORE WITH 4,000
psi GROUT WITH (2) No.4
REWF. BARS IN BOTTOM
HT. 16'-0" A.F.F.
(2) COURSES OF SOLDIER
COURSE BRICK
8" SMOOTH FACE BLOCK WITH
8" SMGLE WIDTH TRUSS TYPE
HORIZ. REINF. AT i6° C-C.
No-5 REINE BARS (VERTICAL)
AT 4'-0° C-C. RLL CORES
WITH 4,OOOpsi GROUT OR °
CONCRETE (MINIMUM 12" d
OVERLAP WITH MIN. 4 TIES
AT EACH OVERLAP)
(1) COURSE OF SOLDIER
COURSE BRICK
BRICK FACADE QNSTALL
BRICK TIES AND WEEPS
AS REQUIRED)
(1) COURSE OF SOLDIER
COURSE BRICK
1�2" EXPANSION JOINT
(TYPICAL)
4" CONCRE�E SL4B WITH
6-6-6 W.W.F. ON 4"
COMPACTED GRANULAR RLL
MOTAR SOLID UP TO WEEP HOLE
WALL SECTION DETAIL K
SCALE: 1�2°= 1'-0" 20o n32o
TAPERED ISO BOARD INSULATION—
(TYPIGALI
WHITE 45m11 TPO
MECHANICALLY FASTENED
ROORNG SYSTEM. 15yr WARRANTY
TO WRAP UNDER THE
FRONT SIDE OF THE PARAPET CAP
(2) LAYERS OF 2" I50 BOARD
INSULATION (R-228)
(TYPICAL)
22go. METAL "B° DECKING
(TYPICAL) i
STRUCTUR4L
(SEE STRUC
PL4N FOR 5
3 5/8° 20ga.
WITH (1) BLA[
(1) LAYER OF
DRYWALL TO E
QNSTALL 1" B
BD.)
z FlNISH FLOC
3 4" CONCRETE `
a ON 6 MIL VAP(
GRANULAR RLL
ING MEMBERS -
STEEL FRAMING
-TAL STUDS AT 24" O.C.-
IRON LOCKING BARS AND
"8° iYPE "x°, FIRECODE
�OM OF ROOF DECKING
: FOAM INSULATION
3 WITH '"NYCON'" ADDMIXTURE
BARRIER OVER 4" COMPACTED
FOUNDATION WALL DETAIL �
SCALE: 1�2"= 1'-0° a2o0 N2o
METAL PARAPET CAP
4" TRFATED WOOD NAILER
HT. 16'-0" A.F.F.
8" SMOOTH FACE BOND BEAM
BLOCK FlLL CORE WITH 4,000
psi GROUT WITH (2) No.4
REWE BARS IN BOTTOM
8° SMOOTH FACE BLOCK WI7H
8° SINGLE WIDTH TRUSS TYPE
HORIZ. RBNF. AT 16" C-C.
No.5 RBNF. BARS (VERTICAL)
AT 6'-0" C-C. FILL CORES
WITH 4,OOOpsI GROUT OR
CONCRETE (MINIMUM 12°
OVERLAP WITH MIN. 4 TIES
AT EACH OVERLAP)
1�2° EXPANSION JOINT
(iYPICAL)
6" CONCRETE SLAB WITH
6-6-6 W.W.F. ON 4"
COMPACTED GRANULAR FILL
1. BLOCK. WALLS TO BE INSULATED
WITH "CORE—FILL 500'" INJECTED
FOAM WSULATION OR ACCEPTED
EQUAL.
2 SEE FOUNDATION PLAN AND DETAILS,
SHEET No.51.1 AND 512 FOR ALL
BELOW GRADE DETAILS.
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Job No.: Date Stamped�.
13039 02�18�14
Drown By Checked By Scale-
caw tab 1/2••— 1•_0••
CAD FILE:
GV13039\a320 wall sacltons.dwg
'N� A. Bq�'�//.
� �sre� T��
N0.
19700309 �
STIViE OF (,
CERTIFIED BY:
THIS DRAWING IS THE PROPERTY OF
VERSATILE CONSTRUCTION GROUP LLC
AND IS NOT TO BE 11SED FOR ANY
OTHER PURPOSE THAN THE PROJECT
DESCRIBED HEREM.
A320