HomeMy WebLinkAboutS-3002X10 RAFTER BEYOND
SISTERED TO NEW
LVL, SEE S-001 FOR
SISTERING DETAIL
EXISTING 2X10 HEADED
OFF BY NEW LVL
EXISTING 2X10 HEADED
OFF BY NEW LVL
CURB AND FAN
6" LAP OF METAL APRON
AND EXISTING SHINGLES
CRICKET
PROVIDE NEW ICE AND
WATER SHIELD AND NEW
FELT PAPER (NOT SHOWN
FOR CLARITY)
AT CURB PROVIDE STEPPED
FLASHING AND A WRAPPED
CURB AS A COUNTER
FLASHING WITH HEMMED
EDGE ON THE BOTTOM
(SHOWN SCHEMATICALLY)
RIDGE BOARD CONNECTION
SEE HANGER TYPES
IN GENERAL NOTES
NEW LVL PER
PLANS ON S-101
EAVE CONNECTION
NEW 2X10 BLOCKING,
BOTH SIDES OF NEW LVL
EXISTING EAVE
NEW LVL, SEE PLAN
(E) ROOFING AND
SHEATHING
(E) ROOFING AND
SHEATHING
EXISTING ATTIC FRAMING
BEARING CONDITION TO BE VERIFIED IN
THE FIELD. FINAL CONNECTION BETWEEN
NEW LVL AND EAVE TO BE CONFIRMED
WITH FACILITIES ENGINEERING AFTER
EXISTING CONDITIONS ARE VERIFIED
DETAIL B -KICKER BASE DETAIL
DETAIL A -BEARING PLATE
(4) 5/8" DIAMETER A325N BOLTS
THROUGH-BOLTED TOP PLATE,
BOTTOM PLATE, AND TOP
FLANGE.
POST IS WELDED TO TOP
PLATE WITH 3/16" FILLET
WELD ALL AROUND
0' - 1 1/2"
0' - 3 1/2"0' - 3 1/2"
0' - 1 1/2"
0' - 10"
EXISTING CMU WALL
1" NONSHRINK GROUT
10"X6"X1/2" BEARING PLATE WELDED
TO UNDERSIDE OF BEAM WITH 3/16"
FILLET WELD BOTH SIDES
4"X4"X1/4" PLATE WELDED
TO POST WITH 3/16" FILLET
WELD BOTH SIDES
(1) 5/8" DIAMETER A325N BOLT.
PROVIDE OVERSIZED HOLE IN
ANGLE AND PLATE. SEE
DETAIL FOR HOLE LOCATION
ON PLATE. ON ANGLE, HOLE
TO BE CENTERED ON ANGLE
LEG AND TO BE 1-1/2" FROM
END OF ANGLE0' - 1 5/8"0' - 1 1/2"
REFERENCE ELEVATION 1 FOR DETAILS
DETAIL E
DETAIL A
DETAIL D
DETAIL C -KICKER TOP DETAIL
DETAIL D -CHANNEL CONNECTION DETAIL
WELD ALONG FULL LENGTH
WITH 3/16" FILLET WELD ON
BOTH SIDES OF PLATE
WELD ALONG FULL LENGTH
WITH 3/16" FILLET WELD ON
BOTH SIDES OF PLATE
NOTES:
1. PLATES REQUIRED FOR SHEAR TABS ARE 6"X4"X1/4".
2. (2) 5/8" DIAMETER A325N BOLTS REQUIRED AT SHEAR TAB CONNECTION BETWEEN
CHANNEL AND POST
3. CHANNEL DOES NOT REQUIRE COPING
0' - 0 1/2"
0' - 1 1/2"
0' - 2 1/2"
6"X9"X1/4" PLATE WELDED
TO POST WITH 3/16" FILLET
WELD BOTH SIDES. PLATE
TO BE CENTERED ON
POST AND SET 1" DOWN
FROM TOP OF POST
(3) 5/8" DIAMETER A325N
BOLT. ON ANGLE, HOLE TO
BE CENTERED ON ANGLE
LEG AND TO BE 1-1/2" FROM
END OF ANGLE
EQEQEQEL. 0'-0"
EL. 0'-1.5"
EL. 0'-9.375"
EL. 0'-10.375"
EL. V.I.F.
(2'-4" MIN)
REFERENCE ELEVATION 2 FOR DETAILS
DETAIL B
DETAIL C DETAIL DDETAIL F
DETAIL G
DETAIL E -TYPICAL POST BASE PLATE
(2) 10"X6"X1/2"
PLATES
DETAIL E
DETAIL F -KICKER TOP DETAIL ON LONG SIDE
DETAIL G -BASE OF LONG SIDE
3/8" DIAMETER EXPANSION ANCHOR ON
EACH SIDE OF BEARING PLATE EMBEDDED
MINIMUM 3" INTO WALL. GROUT TOP OF
WALL FOR ONE COURSE IN CELLS WHERE
ANCHORS WILL BE INSTALLED IF CELLS ARE
NOT ALREADY GROUTED0' - 2 3/4"0' - 2 3/4"0' - 1 1/2"6"X7"X1/4" PLATE WELDED TO POST
WITH 3/16" FILLET WELD ALONG
FULL LENGTH OF PLATE, BOTH
SIDES. CENTER PLATE ON WIDTH
OF POST. TOP OF PLATE TO MATCH
TOP OF POST
(2) 5/8" A325N BOLTS
0' - 3"0' - 3"0' - 2 3/8"0' - 4 5/8"0' - 2"0' - 1"0' - 0 1/2"
0' - 1 1/2"0' - 2 1/2"
0' - 1 1/2"
0' - 3"0' - 3"
BOLT IS 1-1/2" FROM THE
END OF THE ANGLE
4"X6-1/2"X1/4" PLATE WELDED
TO BASE PLATE AND TO HSS
POST WITH 3/16" FILLET WELD
BOTH SIDES
(2) 1'-2"X10"X1/2" PLATES.
BOTTOM PLATE IS
WELDED TO BEAM IN
THE SHOP WITH 3/16"
FILLET WELDS BOTH
SIDES. TOP PLATE IS
WELDED TO POST WITH
3/16" FILLET WELD ALL
AROUND. PLATES ARE
BOLTED TOGETHER IN
THE FIELD.
(6) 5/8" DIAMETER A325N
BOLTS BOLTED THROUGH
BOTH PLATES
0' - 1 1/2"
0' - 4"0' - 3 1/2"
0' - 3 1/2"
0' - 1 1/2"0' - 1 1/2"0' - 3 1/2"0' - 3 1/2"0' - 1 1/2"CORNE LL U N IV
E
R
SI
TYFOUN
D E D 5681AD
FACILITIES
ENGINEERING
ARCHIVE BAR CODEITHACA, NEW YORK
ARCH/STRUCT:
CIVIL/ENV:
ELECTRICAL:
MECHANICAL:
DATE:
FACILITY:
DESIGN:
DRAWN:
WWW.FCS.CORNELL.EDU
IT IS A VIOLATION OF NEW YORK STATE LAW FOR
ANY PERSON, UNLESS ACTING UNDER THE
DIRECTION OF A LICENSED ARCHITECT OR
ENGINEER, TO ALTER THIS DOCUMENT IN ANY
WAY. IF THIS DOCUMENT IS ALTERED, THE
ALTERING ARCHITECT OR ENGINEER SHALL AFFIX
TO SUCH DOCUMENT THEIR SEAL AND THE
NOTATION "ALTERED BY" FOLLOWED BY THEIR
SIGNATURE, THE DATE OF SUCH ALTERATION, AND
A SPECIFIC DESCRIPTION OF THE ALTERATION.
WARNING
REVISIONS
ARCHITECTURAL, STRUCTURAL,
CIVIL, ENVIRONMENTAL,
MECHANICAL, AND ELECTRICAL
ENGINEERING
201 HUMPHREYS SERVICE BLDG
ITHACA, NEW YORK 14853-3701
PHI SIGMA SIGMA, 14 SOUTH AVE
KITCHEN HOOD
EXHAUST
RENOVATION
S-300
11191594
DETAILS
Q. OLSEN
QCO
4724
JULY 15, 2019
SCALE:1" = 1'-0"1 ROOF PENETRATION DETAIL
SCALE:1" = 1'-0"2 WOOD CONNECTION DETAILS
SCALE:1" = 1'-0"3 STEEL DETAILS
0 1 2
SCALE: 1"=1'-0"
1 5/31/19 ISSUE FOR 50% REVIEW
2 7/10/19 ISSUE FOR COORDINATED REVIEW
3 7/15/19 ISSUE FOR CONSTRUCTION