GRAHAM FOR PERMIT REV.07.25.23IMG_2052
72"287"
8" FINISH FLOOR TO TOP OF SILL
EXISTING FLOOR JOIST 2" X 8" , 16" O.C.
TOP OF JOIST TO GRADE 11 1/2"
NOTES:
AS EXISTING BOTTOM SILL PLATES ARE ROTTED AS SHOWN (RED DASH LINE)
EXISTING PORCH BOARDS REMOVED BY CLIENT'
POST REMOVED BY CLIENT
PORCH TEMPORARY ROOF SUPPORT BY CLIENT
ROOF DAMAGE SILL AND PREP FOR FOUNDATION REPAIR
REMOVE FLOOR JOIST OF PORCH BY CLIENT
PREPARE TO ADD NEW PYLONS OR TECHNO METAL POST BY CLIENT
REMOVE & DISPOSE OF DEBRIS
SCOPE OF WORK SILL AND FOUNDATION WORK
THE FOLLOWING WORK WILL BE COMPLETED BY HOME OWNER PRIOR TO BARRON & JACOBS STARTING:
1) Remove siding from lower portion of wall above damaged sill.
2) Support roof of front porch, remove porch floor decking and framing.
3)Remove electric lines from work area.
BARRON & JACOBS WILL COMPLETE THE FOLLOWING WORK:
1) Replace rotted sill (no change to areas with undamaged sill), approximately 42 LF.
NOTE: The sill may be replaced in small sections.
2)Repair damaged foundation.
3)Install two lally columns with footings in basement, to support existing floor framing of first floor.
Poured concrete footings will rest on existing basement floor.
4)Pour four concrete footings for porch (owner will dig holes) (If Techno Metal Post can not be installed)
5)Frame new floor for front porch, in the same footprint as the existing. Does not include steps to grade.
This does not include any electric work, insulation, decking, porch posts, or siding. AS IS & SCOPE
SCALE - 1/4" = 1'-0"
SCALE: AS STATED
1 112 CHESTERFIELD ROAD
LEEDS, MA. 01053
THE GRAHAM RESIDENCE
CLIENT INFO:PROJECT:DRAWING TYPE:
SHEET:
ALL DRAWINGS, PLANS, & DESIGNS ARE
PROPERTY OF BARRON & JACOBS, INC.
70 OLD SOUTH STREET, NORTHAMPTON, MA
01060 DRAWN BY:
DATE: 07.25.23
DRAWING PHASE:
PERMIT
GRA HA M RESI DENCE
IMG_20563 1/2 Round Post 3 1/2 Round Post
6x6 P.T. POST TBD. (CLIENT MAY USE EXISTING POST)
W/ SIMPSON STRONG HURRICANE TIE (OR SIMILAR) ANCHORED TO
PYLONS
NEW P.T. LEDGER BOARD & LEDGER CONNECTION TO BAND JOIST WITH
LEDGER LOK,
TWO EVERY 10" W/ CONTINUOUS FLASHING HERE ALONG COMMON WALL
SIMPSON HUC SERIES JOIST HANGER
P.T. POST W/ SIMPSON STRONG HURRICANE TIE, POST CAP
GALVANIZED (OR SIMILAR)
ATTACHMENT FOR CORNER RIM JOIST
LOCATION OF POST TO BE RE-INSTALLED IN SAME LOCATION IN ORDER
TO TIE INTO SAME LOCATION WITHIN EXISTING ROOF
EXISTING BEAM RESTING / SUPPORTED BY
CHIMNEY NOTCH HERE
BASEMENT
NEW SILL
EXISTING BEAM SUPPORTED BY CHIMNEY'S MASONRY NOTCH
PART OF BEAM THAT HAS BROKEN AWAY FROM SILL CUT AND
SUPPORT WITH 2 NEW LALLY COLUMN POST W/ FOOTING ON
EXISTING CONCRETE SLAB FLOOR.
LOCATION OF THE 2 NEW LALLY COLUMNS TO BE DETERMINED
UPON VERIFYING ACTUAL LOCATION OF CHIMNEY, WALL AND
SPANS TO MEET CODE.
P.T. 2x8 DOUBLE RIM JOIST
P.T. 2X8 FLOOR JOIST 16" O.C.
4' DEEP-12" SONOTUBE WITH THE
BOTTOM MUSHROOMED OUT
CUT ROT
CRAWL SPACE
NEW SILL
SCHEMATIC LOCATION OF WALL
SCALE: AS STATED
112 CHESTERFIELD ROAD
LEEDS, MA. 01053
THE GRAHAM RESIDENCE
CLIENT INFO:PROJECT:DRAWING TYPE:
SHEET:
ALL DRAWINGS, PLANS, & DESIGNS ARE
PROPERTY OF BARRON & JACOBS, INC.
70 OLD SOUTH STREET, NORTHAMPTON, MA
01060 DRAWN BY:
DATE: 07.25.23
DRAWING PHASE:
PERMIT
PROPOSED
SCALE - 1/4' = 1'-0"
2