HomeMy WebLinkAboutLecesse O and Ms - Division 05 Approved
Approved as Noted
Revise as Noted/Resubmit
Rejected/Resubmit as Specified
No Action Required
Submittal Not Requested/Returned
without Review
Approval is only for general conformance with the design
concept of the Project and the information given in the
Contract Documents. Contractor is responsible for
dimensions to be confirmed and correlated at the job site;
information that pertains solely to the fabrication process or
to the means and methods of construction; coordination of
the work of all trades; and performing all work in a safe and
satisfactory manner. This approval does not modify
Contractor’s duty to comply with the Contract Documents.
Reviewed by:_______________ Date:_________
X
DLE 10/29/14
1 1/2" (typ)
4'-6" to col CL; 5' out to
out
ok
T/Pier = 398.83' (-8")
ref 1/S101.
fin flr = 399.5'
EL 408'-10 5/8"
ref D2/A201 = T/COL
ok
9'-4 5/8" (408'-10 5/8" - 399'-6")
9'-4 5/8" + 7" =
9'-11 5/8"
L4x4x6x1/4 = T/COL
THIS SIDE
T/ L4x4x6x1/4 = (-2")
THIS SIDE
9'-4 5/8" + 1'-5 3/4" =
10'-10 3/8"
10' 10 3/8" + 7" = 11'-5 3/8"
8"
L4x4x6x1/4 = T/
COL THIS SIDE
L4x4x6x1/4 = T/COL
(-2") THIS SIDE
EL 407'-7" = T/COL
407'-7"-(395'-10"+1") =
11'-8"
11'-8"+ 4'-9 3/4" = 16'-5 3/4"
T/ L4x4x6x1/4 = (-2")
THIS SIDE
L4x4x6x1/4 = T/COL
THIS SIDE
L4x4x6x1/4 = T/COL
THIS SIDE
Approved
Approved as Noted
Revise as Noted/Resubmit
Rejected/Resubmit as Specified
No Action Required
Submittal Not Requested/Returned
without Review
Approval is only for general conformance with the design
concept of the Project and the information given in the
Contract Documents. Contractor is responsible for
dimensions to be confirmed and correlated at the job site;
information that pertains solely to the fabrication process or
to the means and methods of construction; coordination of
the work of all trades; and performing all work in a safe and
satisfactory manner. This approval does not modify
Contractor’s duty to comply with the Contract Documents.
Reviewed by:_______________ Date:_________
X
DLE 10/29/14
Jason Socola
65 Goodway Dr S
Rochester, NY 14623
p: (585) 424-7260
f: (585) 424-7261
http://www.alphairon.com
INCLUDES:
WEST ENTRANCE STAIR RAILS
NORTH STAIR RAILS
CUSTOMER:
LECESSE
DWN. BY:
S.K.
DATE:
11-14-14
JOB NO:
1475
N.T.S.REV.3:
02-02-14
DWG NO:
E-2
#
1 CHANGES PER ARCH. MARKUP 12-29-14
PROJECT:
STONE QUARRY APARTMENTS
REVISION DATE:
2DESIGN CHANGE TO
USING WOOD NAILERS
CONT. HANDRAIL
01-13-15
3 CHANGES PER ARCH. MARKUP 02-02-15
PROVIDE 8" EMBEDMENT
PROVIDE 8" EMBEDMENT
65 Goodway Dr S
Rochester, NY 14623
p: (585) 424-7260
f: (585) 424-7261
http://www.alphairon.com
INCLUDES:
RAILS @ STAIR BETWEEN BUILDINGS
CUSTOMER:
LECESSE
DWN. BY:
S.K.
DATE:
11-14-14
JOB NO:
1475
N.T.S.REV.3:02-02-15
DWG NO:E-3
#
PROJECT:
STONE QUARRY APARTMENTS
REVISION DATE:
1 CHANGES PER ARCH. MARKUP 12-29-14
3 CHANGES PER ARCH. MARKUP 02-02-15
2 N/A 01-13-15
PROVIDE 8" EMBEDMENT
LECESSE
Mill CONSTRUCTION
The Power of Partnership
Submittal
Job: 14-0298
Stone Quarry Apartments
400 Spencer Road
Ithaca, NY
Spec Section Title: Metal Fabrication
Submittal Title: Misc. Metals SD
Subcontractor: Alpha Iron Works
Primary Contact: Simon Economides
Phone Number: 585424-7260
Supplier/Manufacturer:
if this box is checked this submittal may differ from the plans and specs because there is a
contract clarification that applies to this submittal.
Notes: Includes: Pit Ladder, Elev. sill angles,
Elevator hoist beam, Loose Lintels.
sump cover to falAw,
General Contractor:
LECESSE Construction Services LLC
Spec Section No: 055000-2.5A
Submittal No:
Revision No: RO
Sent Date: 10/20/14
Required From Sub: 10/20/14
Approved By Architect:
75 Thruway Park Drive
West Henrietta, NY 14586
Ph : 585-334-4490
Subcontractor Stamp
LECESSE Stamp
I HAVE PERSONALLY REVIEWED THIS SUBMITTAL
AND IN MY ESTIMATION THIS DOCUMENT FULFILLS
THE INTENT OF THE PLANS AND SPECIFICATIONS
AND IS APPROVED FOR SUBMISSION.
LECESSE CONSTRUCTION SERVICES LLC
BY: Jason Socola
Architect/Engineer Stamp
ALL INTERIOR STEEL (ELEVATOR ITEMS) TO BE
PRIME PAINTED ONLY
EXTERIOR COLUMNS TO BE HOT DIP GALVANIZED
(NO PAINT, FIELD PAINT BY OTHERS)
ARCHITECT TO VERIFY COLUMN HEIGHTS
FIELD VERIFY DIMENSIONS AND CONDITIONS
PRIOR TO FABRICATION
i"�x1'-6'
RUNGS
TYP,
'0
6BEARING
TYP,
24
ONE REQUIRED AS SHOWN
PRIME PAINTED FINISH
FURNISH ONLY FOR INSTALLATION BY OTHERS
8'-4' MIN, SHAFT (VIF)
P
,177, 7-777-7-7-
W8x18x9'-4' HOIST BEAM
PLix6x0'-9' BEARING PLATE w/
WELDED t'�x4 ` STUD, TYP. OF 2
ti
1 ELEVAtOR SHAFT PLAN
FURNISH Ho:sr BEAM AND BEARING PLATES
FOR INSTALLATION BY OTHERS
PRIME PAINTED FINISH -
BENT PLL2hx8x4 w/ 11'0 HOLE
FOR i`95 EPDXY ANC. (BY OTHERS)
LOOSE ANGLE LINTELS FURNISH LOOSE P' ME FAMED
6-4' M.O. IN r BLOCK @ 1st FLOOR
4 EA. L4x3i)(156x5'-4" 4'-0" M.O. IN 8" BLOCK @ 2nd AND 3rd FLOORS
L4x3ixax7'-8'
3 SPA. @ 2'-2" - 6'-6'
ELE ATEA SILL ANGLE DETAIL'
THREE REQUIRED AS SHOWN
PRIME PAINTED FINISH
FURNISH ONLY FOR INSTALLATION BY OTHERS !
65 Goodway Dr 5
Rochester, NY 14623
pha,RoN WORKS. LLC p: (585) 424-7260
f: (585) 424-7261
http://www.alphairon.com
PROJECT:
STONE QUARRY APARTMENTS
ITHACA, NY
ch.EvAroR
CUSTOMER:
LECESSE CONSTRUCTION
DWN BY:
S.E.
DATE:
N.T.S.
DATE:
10-20-14
JOB NO
1475
DWG. NO:
E-1