36C10F19R0086-0001002.pdf

CONT. L4x4x5/16" ATTACH TO CMU

W/1/2" DIA. EPOXY ANCHORS @24"

O.C. USE SIMPSON SET-XP OR HILTI

HIT-HY70 MIN. 4 1/2" EMBEDMENT

CONT. 8" DEEP BOND

BM W/2#5 CONT.

SEE B1-SB501

FOR WALL REINF.

BRG. PL 1/2"x6"x8" LONG W/2- 1/2" DIA.x4" LONG

HEADED STUD @ EA. JST.

CONT. 8" DEEP BOND BM

W/2#5 CONT.

CONT. 8" DEEP

BOND BM W/

2#5 CONT.

#5@24" O.C.

2'-0"

2'-0"

5/8" 12" O.C.

DECK

TO L

COORDINATE PARAPET

HEIGHT W/ARCH. DWGS.

ELEV.

VARIES

ROOF

JOIST

BRIDGING PER

JOIST PROVIDER

CONT. L6x4x5/16" (LLV)

W/1/2" DIA. ADH. ANCHORS

x4 1/2" EMBED @24" O.C.

(SIMPSON SET OR HILTI

HIT-HY70)

ROOF DECK

5/8 12"O.C.

DECK

TO L

L3x3x1/4"x11" LONG W/(2)1/2" DIA.x4 1/2"

EMBED ADH. ANCHORS

(8" O.C.) FOR BRIDGING

CONN. AT WALL

W /2

#5

C O

N T.

6"

B O

N D

B E

A M

REF. B1/SF501

FOR INFO. NOT

SHOWN

EJ

2"

CONT.

L3x3x1/4"

EXIST.

MASONRY

WALL

ROOF JOIST W/

TOP CHORD

EXTENSION

ROOF DECK

ROOF

SUPPORT

BEAM REF. B5/SF501

FOR CONDITION

AT COL.

3/16

EA.

JOIST

5/8 12" O/C

DECK

TO L

PLAN

SEE

REF D3/SF502 FOR

SECTION AT HIGH ROOF

STABILIZER PL, COORD.

THICKNESS/JOIST SUPPLIER

EXTEND JOIST

BOTTOM CHORD

REF. B3/SF501

FOR INFO. NOT

SHOWN

NEW STEEL

GIRDER

NEW STEEL

COLUMN

NOTE: DO NOT WELD

JOIST BOTTOM CHORD

EXTENSION TO

STABILIZER PLATE

3/16

3/4" COL. CAP PL

EXIST. CONC.

MEZZ. SLAB

NEW BEAM COPE MINIMALLY

AS REQ'D. TO CONN. TO EXIST.

BEAM

EXIST. BEAM, MAY BE CONC.

ENCASED, IF SO, MINIMALLY

REMOVE CONC. AS REQ'D. TO

INSTALL NEW BEAM; PATCH

REMOVED CONCRETE

PL3/8"x9"x4 1/2" W/

SHORT HORZ. SLOTTED

HOLES FOR (3) 3 1/4" DIA.

A325 BOLTS

1/4

REF. C1/SF501

(OPP. HAND)

FOR INFO.

NOT SHOWN

POST - REF. C3/SB501

FOR INFO NOT SHOWNL3x3x3/8"

L6x3 1/2"x3/8" x9"

LONG W/(2)1/2" DIA

x3 3/8" LONG HILTI

HIT RE500 ADH.

ANCHORS (6" O.C.)

3/16 2" MIN.

ON 2

SIDES

TYP.

3/16"

5/16" CAP PL &

FLAG PL AT

TOP OF POST

OVERHEAD COILING

DOOR MOUNTED BTWN

HSS JAMBS

EXIST. ROOF

TRUSS

L4x4x3/8" KICKER

AT EA. POST UP TO

TRUSS TOP CHORD

PANEL PT

EXIST. CLAY TILE & BRICK

WALL TO REMAIN ON ALL

SIDES OF EXIST. OPNG.

D1

SF501

7"

HSS7x3x5/16" POST

EA. SIDE OF OPNG.

HSS6x6x5/16" TOP & BOT. OF

OPNG. - COORD. ELEV.

W/ ARCH. & DOOR PROVIDER

3/16

TYP.

FINISHED GRADE

REF. CIVIL

EXIST. CONCRETE WALL

NEW SLAB ON GRADE

4" 4"

1/4"

3 1/4"

6"

TYP.

1 1/2"

BASE PL 1/2"x11"x11"

W/(4) ANCHORS 3/8"

DIA.x4 3/8" EMBED

HILTI HIT RE500 SD ADH

L7x4x5/8" CONT.

BTWN. TRUSSES

EXIST. COL.

EXIST. MASONRY

& CONC. WALL

OVERHEAD COILING DOOR,

MOUNTED BTWN JAMBS;

REF. ARCH. DWGS.

HSS7x3 POST

L2 1/2"x2 1/2"x3/16" x8" LONG AT 4'-0" O.C.

3/16 6"

D5

SF501

EXISTING CLAY

TILE WALL (12x12)

CUT HOLE IN CLAY

TILE ABOVE OPNG.

& GROUT TILE AND

CMU SOLID PAST OPNG.

INFILL OPENING WITH LIGHT

WEIGHT CMU BLOCK

TOOTHED INTO WALL

FULL MORTAR AT

HEAD & BED JOINTS

W/EXIST. MASONRY

(TYP.)

EXISTING BRICK

WALL

EXIST. OPENING TO

BE INFILLED

E X

IS

T

IN

G

O P

N G

T

O B

E

IN

F

IL

LE

D

CONDITION AT CLAY TILE WALL CONDITION AT BRICK WALL

3/16

L5x3x3/16 x 7" LONG W/ (2) 1/4" DIA x 1 3/4"

EMBED HILTI KWIK-CON II+

NEAR TOP OF COLUMN;

MIN (2) ANGLES PER COLUMN

NEW HSS POST

EXIST BRICK/

CLAY TILE

WALL

4"

EXIST. CONC. ENCASED

STEEL BEAM

EXIST. MEZZ.

SLAB; UNKNOWN

ASSUMED MAX,EMBED

FOR ANCHORS IS 3"

RAILING - REF

ARCH

4" MIN.

S6 HOIST BEAM PAINT

"MAX 1000# CAPACITY"

ON BEAM

3/8" STIFF PL CENTER

ON COL. BELOW BOTH

SIDES OF WEB

EXIST. CONC SLAB

W/ SMALL HOLE CUT

FOR NEW POST

SPLICE POST AS

REQ'D TO INSTALL

IN SMALL HOLE

IN SLAB

L6x4x3/8 x 11" LONG W/(3) 1/2" DIA x 2 1/4"

EMBED ADH ANCHOR

(4" O/C) W/ LONG VERT

SLOTTED HOLE IN POST

FOR 3/4" DIA THRU BOLT

EXIST CONC.

ENCASTED BEAM

L4x4x1/4x11" W/(2) 1/2" DIA x 2 1/4"

EMBED ADH ANCHORS

(3' SPACING, MIN 2" EDGE

DISTANCE); EA. SIDE OF

POST; W/ LNG VERT SLOT

FOR 3/5" DIA THRU BOLT

T/HOIST BM ELEV,

COORD W/ MECH

DWGS & CONTRACTOR

3" th re e i n c h e s o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t 1 2 3 4 5

Drawing Title:Seal:

FULLY SPRINKLERED

ARCHITECT / ENGINEERS:

Project Title:

Date:

Project Number:

Drawing Number:

Drawn:Checked:

Building Number:

D C

B A

Revisions:

8016 TOWER POINT DRIVE

CHARLOTTE, NC 28227

P 704.814.1320 F 704.321.0833

Project Phase:

D C

B A

1 2 3 4 5 6

Location:

CONSULTANTS:

Office of

Construction and Facilities

Management

MAIN OFFICE

502-14-102V

ALEXANDRIA VA HEALTH CARE SYSTEM

PINEVILLE, LA

LRSPC Project No. 17020

\\lrs-dc\Dwgfiles\17DWGS\17020 VAMC Alexandria\Struct\Revit 16\16009 A Central_struc_LRSPC - NEW.rvt

HDG PROJECT: 16009 SF501

FRAMING SECTIONS & DETAILS

BID DOCUMENTS

REPLACE BOILER PLANT &

STEAM DISTRIBUTION

SYSTEM

JUNE 14, 2019 RJMMSR

3/4" = 1'-0"B1

SECTION

3/4" = 1'-0"B2

SECTION

3/4" = 1'-0"B3

SECTION

3/4" = 1'-0"B5

SECTION

3/4" = 1'-0"C2

SECTION

3/4" = 1'-0"C3

SECTION

3/4" = 1'-0"D5

SECTION

3/4" = 1'-0"D1

DETAIL

3/4" = 1'-0"D2

SECTION

3/4" = 1'-0"D4

SECTION

3/4" = 1'-0"D3

SECTION

3/4" = 1'-0"C1

SECTION

No. Description Date