HomeMy WebLinkAboutS6.00SECTIONS AND DETAILSLEVEL 1
0"
1
LEVEL 0
-12'-0"
1/2"x3-1/2x0'-3-1/2" PLATE
STIFFENER, TYP.(N) 4'-6" OPENING5'-5"GRATING, SEE PLAN
L4x4x3/8 w/ 3/4"Ø S.S. HILTI KWIK
BOLT TZ w/ 4" EMBEDMENT, TYP.
3 SIDES OF AREAWAY
SOG CONSTRUCTION,
SLOPE TO DRAIN, SEE
PLAN
#4 x 3'-0" LONG DOWEL @
1'-0" OC w/ 4" EMBEDMENT
w/ HILTI HIT HY200
(E) CONC WALL
BASE PL.,
NOTE 1, TYP.
(2) 5/8"Ø S.S. HILTI KWIK
BOLT TZ w/ 4" EMBEDMENT1/4TYP.
HSS8x4
1/4
1/4TYP.
NOTE 3
NOTES:
1. AT END POSTS, OFFSET PLATE.
2. GALVANIZE ALL STEEL AND CONNECTIONS.
3. SEQUENTIAL INSTALLATION OF STEEL IN COORDINATION WITH LEG AND LEG REMOVAL
AND REPLACEMENT OF MASONRY AND DEMOLITION AND RE-GROUTING OF CONCRETE.
4. REINFORCEMENT SIMILAR AT SYMMETRIC FOOTING.
4'-6" 1'-6" 1'-6"
7'-6"1'-6"#4 @ 12" OC CONT.
DOWELS TO MATCH SIZE
AND SPACING OF
VERTICAL REINF.
#7 @ 12" OC VERT.
EACH FACE
#6 @ 12" OC HORIZ.
EACH FACE, CONT.
GROUT INFILL AFTER WT
INSTALLATION
C8x11.5 CONNECTED TO AREAWAY
WALL w/ L6x6x5/16x10" w/ (2) 3/4"Ø A325
BOLTS AT C8 WEB AND (2) 3/4"Ø S.S.
HILTI KWIK BOLTS w/ 4" EMBEDEMENT
AND A 7" GAGE AT AREAWAY WALL.
S6.00
3
EQUIPMENT PAD, COORDINATE
WITH MECHANICAL DRAWINGS.
SEE TYPICAL DETAILS.
S6.00
4
CAP PL. 1/2"x12"x1'-2",
NOTE 1, TYP.
1"
1/2"
COORD. BRICK SHELF
w/ ARCH. DRAWINGS
COORD. TOP OF WALL
ELEV. w/ ARCH. DRAWINGS
4'-6"#4 @ 12" OC CONT.
#7 @ 12" OC
LEVEL 1
0"
1
LEVEL 0
-12'-0"
BRICK
1/2" GAP AT
SOG CONSTRUCTION,
SLOPE TO DRAIN, SEE
PLAN
#6 x 3'-0" LONG @ 1'-0" OC.
PROVIDE 4" EMBEDMENT INTO
(E) CONCRETE WALL w/ HILTI
HIT HY200. DRILL THROUGH (E)
BRICK AS REQUIRED.
LEDGER ANGLE, SEE
/1 S6.00
S6.00
3
#6 x 3'-0" LONG @ 1'-0" OC. PROVIDE 4"
EMBEDMNET INTO (E) CONCRETE
WALL w/ HILTI HIT HY200
LEVEL 1
0"
LEVEL 0
-12'-0"
RS
20'-0"
TYP.
3'-0"1'-6"
TYP.
3'-0"
NOTES:
1. FOR BALANCE OF INFORMATION, SEE
2. INSTALLATION SEQUENCE:
a. CUT SLOT IN MASONRY FOR POST P1, SHIM BASE PLATE AT DESIRED ELEVATION.
b. CUT SLOT IN MASONRY FOR POST P2, SHIM BASE PLATE.
c. REMOVE MASONRY ABOVE LINTEL L1.
d. SAW CUT CONCRETE ABOVE LINTEL L1.
e. INSTALL LINTEL L1, GROUT SOLID BETWEEN REMOVED CONCRETE AND LINTEL, RESTORE MASONRY.
f. REMOVE MASONRY M1 BETWEEN P1 AND P2 AND INSTALL ONE ANCHOR IN EACH BASE PLATE.
g. CUT SLOT IN MASONRY FOR POST P3, SHIM BASE PLATE.
h. REPEAT c THROUGH f FOR L2 AND M2 MASONRY PANEL.
i. REPEAT SEQUENCE FOR P4 & L3 AND P5 & L4.
j. GROUT ALL BASE PLATES.
/1 S6.00
TOOTH IN CUT BRICK
AT JAMBS, TYP.
P4 P3 P1 P2 P5
L3 L2 L1 L4
M3 M2 M1 M4
CL
CL
6" 6"1'-0"7" 7"
1'-2"TYP.2"BASE PLATE IN FIELD
CL
CL
8 1/2" 4 1/2"1'-1"7" 7"
1'-2"2"2 1/2"2"BASE PLATE AT ENDS
LEVEL 0
-12'-0"
PRECAST CONCRETE SUMP PIT,
COORDINATE WITH PLUMBING DRAWINGS
3'-0" MIN. TYP.
(E) SLAB-ON-GRADE
GAS TIGHT PIT COVER, SEE
PLUMBING DOCUMENTS.
COORDINATE RECESS IN SLAB
#4@12" DRILL AND
EPOXY WITH 6"
EMBEDMENT, TYP.
INFILL SLAB-ON-GRADE, SOG-1
SEE /6 S0.10
4'-0"COORDINATE WITH PLUMBING DRAWINGS5'-0"Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
As indicated
S6.00
180665.00
11/30/18
SECTIONS AND DETAILS
3/4" = 1'-0"
AREAWAY SECTION1 3/4" = 1'-0"
AREAWAY SECTION2
1/2" = 1'-0"
AREAWAY ELEVATION3
1 1/2" = 1'-0"
BASE PLATE DETAILS4
3/4" = 1'-0"
SUMP PIT SECTION5
2
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
2 01/07/19 ADDENDUM 02