HomeMy WebLinkAbout15 A340 Wall Sections.pdfWHITE 45mi1 TPO
MECHANICALLY FASTENED
ROORNG SYSTEM. 15yr WARRANTY
INSULAT ORN (RF Z" 8) 0 BOARD
(TYPICAL)
22ga. METAL "B" DECKING
(TYPIOAL)
STRUCTUR4L FRAMING MEMBERS —
(SEE STRUCTURAL STEEL FRAMING
PLAN FOR SPECIFlCATIONS)
RR�CAULK JOINT ALONG
R00 OECK. BOTH SIDES
(z) i s/s" (zaga.) MEra�
STU S (iYPICAL)
SLIP TRACK
TRACK
6" OUND DAMPENING
INS L4TION
6° 20ga.) METAL STUDS AT —
nT a" c-c wiTr+ (i) e�ncK
IRO LOCKING BAR
(TY ICAL)
(i) �nrER oF s/a" FiRECOOE
(Tl' E "z") DRYWALL TO DECK
4" CONCRETE SLAB
ON 6 MIL VAPOR E
GRANULAR RLL
"NYCON" ADDMIXTURE
OVER 4" COMPACTED
WALL SECTION DETAIL Q
SCALE 1/2"= 1'-0" nzaon�ao
WHITE 45mi1 TPO
MECHANICALLY FASTENED
ROOFING SYSTEM. 15yr WARRANTY
INSUL4T ORN (RF 2� 850 BOARD
(TYPICAL)
22go- METAL °B" DECKING
(TYPICAL)
STRUCTURAL FRAMING MEMBERS —
(SEE STRUCTURAL STEEL FRAMING
PLAN FOR SPECIFICATIONS)
CAULK JOINT ALONG
DECK. BOTH SIDES
DO�BLE SLIP TRACK OR
3"d eo TRACK
6" OUND DAMPENING
INS LATION
(i) �creR oF s/s° Fi ecooe
(TYPE °x") DRYWALL T DECK 6�•
AT
4° CONCF
ON 6 MIL
a.) METAL STUDS A7
C—C (iYPICAL)
1)�LAYER OF 5/8" RRECODE
iY E"z") DRYWALL TO DECK
2"xI6° TREATED WOOD NAILER
8° SMOOTH FACE CONCRETE
CA BLOCK (TYPICAL�
8" �SMOOTH FACE BLOCK WITH
8° SINGLE WIDTH TRUSS TYPE
HO IZ. REWF. AT 16" C—C.
SLAB WITH NYCON" ADDMIXTURE
JR BARRIER OVER 4" COMPACTED
WALL SECTION DETAIL R
SCALE: 1/Y'= 1'-0" 2o0a�ao
(i) �aveR oF s/a° F Recooe
(TYPE "x") DRYWALL T DECK
WHITE 45mi1 TPO
MECHANICALLY FASTENED
ROOFING SYSTEM. 15yr WARRANTY
i2) LAYERS OF 2" I50 BOARD
NSUL4TION (R-22.8�
(TYPICAL�
22ga. METAL "B" DECKING
(TYPICAL)
STRUCTURAL FRAMING MEMBERS —
(SEE STRUCTUR4L STEEL FR4MING
PLAN FOR SPECIFICATIONS)
SLIP TRACK
TRACK
3 5�8" (20ga.) METAL STUDS AT
AT 4° C—C WITH (1� BLACK
IRO LOCKING BAR
(i) �nvER oF s/a" FiRECOOE
(TY E "z") DRYWALL TO DECK
DAMPENING INSULATION
. IN RESTROOM WALLSJ
4" CONCRETE SLAB NfITH "NYCON" ADDMIXTURE
ON 6 MIL VAPOR BAPoRIER OVER 4" COMPACTED
GRANULAR FILL �
5�8"thick O58 NAILER
PLATE (iYPICAL)
s° (zoya-) Mern� sruos aT
nr za° c-c (TVPicn�)
(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 WARRANiY
TO WRAP UNDER THE
FRONT SIDE OF THE PARAPET CAP
i2) LAYERS OF 2" ISO BOARD—
NSULATION (R-228)
(TYPICAL�
22ga_ METAL "B" DECKING
LTYPIOA�
STRUCTURAL FRAMING MEMBERS —
(SEE STRUCTURAL STEEL FRAMWG
PL4N FOR SPEGFlCATIONSJ
(1) LAYER OF 5�8" Fl�2ECODE
(TYPE °x') DRYWALL T� 12'-0"AEF
BLOCKING NOTE:
PROVIDE 2"z 6" RRE TREATED WOOD BLOCKING
FOR ALL RESTROOM RXTURES, GRAB BARS AND
ACCESSORIES, AS WELL A5, ANY BLOCKING REQUIRED
FOR DRINKING FOUNTAINS AND MOP SINKS.
WALL SECTION DETAIL S
SCALE 1/2"= 1'-0" Arzoo a3aa
4'" CONCRETE 5�
ON 6 MIL VAPOR
GRANULAR RLL
MSTALL 3'"x 3°x 1/4" ANGLE
BETWEEN THE TWO BEARING
HEIGHTS
6° (20ga.) METAL STUDS AT
nr 2a" c-c wi1H (�) auacK
IRON LOCKWG BAR WITH 6"
BATT INSULPSION AND VAPOR
BARRIER (TYPICAL)
(1) L4YER OF 5�8° RRECODE—
(TYPE 'k") DRYWALL TO UNDER
SIDE OF ROOF DECK (TYPICAL)
STRUCTURAL STEEL FRAMWG
MEMBER (TS 4°x 4"x 3�8")
6° (20ga.) METAL STUDS AT
AT 24" C—C WITH 6" BATT
(R-19) INSULATION AND
VAPOR BARRIER
3 1�2°thlck LIMESTONE—
PnNe�s (rrPicn�)
(1) 2"x 6" TREATED WOOD—
SOLE PL,4TE WITH ANCHOR
BOLTS AT 37' C—C (TYPICAL)
WITH "NYCON" ADDMIXTURE
.RRIER OVER 4" COMPACTED
SILL SEAL FOAM
1 3 1�4°
WALL SECTION DETAIL T
SCALE: 1/2"— 1'-0° nzoo n�+o
1 1
iNSTn�� (z) (cn�v.) nwM. "1° srRiPs
TO SECURE WOOD PARAPET NAILER
(TYPICAL)
24ga METAL (WHITE) CAP
(TYPICAL)
SEE ELES CORNICE
DETAIL B.
3 5�8" 20ga. METAL STUDS
AT 24° 0.0. (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)
TUBE STEEL BEARING
HT. 10'-4" AEF.
(1) COURSE OF SOLDIER
COURSE BRICK
5�8" OSB BOARD SHEETING
WITH 301b FELT PAPER
(TYPICAL)
OZARK MOUNTAIN STONE
FACADE (INSTALL BRICK
TIES AND WEEPS AS
REQUIRED)
iNSrn�� (i) i"x io" HicH wa��
DRAINAGE SYSTEM BY MORTAR
NET SEE DETAIL, THIS PAGE
RUBBER WEEP FL4SHING
(uNOER Fe�r PnPER) wirH
METAL WEEPS BETWEEN PANELS
4" CONCRETE SLAB WITH
6-6-6 W.W.E ON 4"
COMPACTED GRANULAR FlLL �
1�2" EXPANSION JOINT
(TYPICAL)
MOTAR SOLID UP TO WEEP HOLE
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\a340 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.
A340