131 DERBY STREET - ROOF SUPPORT DRAWINGS /3/ �l� 5���� 1
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FIELD REPORT Page
921.05 Due to the condition of brick masonry on the two story easterly wall (Garage side) displaced
or"bulging" brick veneer will be removed and replaced.
The ledger and epoxy anchors indicated on Section LR 2 may be deleted and a W1 6 steel
beam installed. Refer to drawing SK921.05A attached.
Epoxy anchors will not develop full strength in the existing brick.
921.06 New columns HSS 44 and footings to be installed in accordance with drawings
SK921.05A, SK921.0513 and SK921.05C attached. Existing footing is concrete with a 2
inch projection over the wall face on the interior.
The comments in this field report are a record of transactions that occurred at the site between
those present. If there are any errors or omissions please notify Aberjona Engineering in writing or
all comments and directives shall be considered factual and acceptable by all parties.
SUBMITTED:
Alan A. Vitukevich, P.E.
Vice President
Copies: Thomas St. Pierre/Salem Building Inspector
Anthony Navarro/GC
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1� FIELD REPORT ITEMS 9-21-06
131 REAR DERBY STREET ABERJONA ENGINEERING INC. DATE 9/25/06
STRUCTURAL OEEIGN INVE511GAPON�NOVLA�M �77SALEM, MA ONE MOUNT VERNON STREET JOB # 06211
PO.BOX 215 WG WINCHESTER MA 01890 �
DRAWN BY RAC SCALE 3/16"=1'-0" SK-921,05B
DOOR SILL
3/4" PLYWOOD
ON WALL OVER — _ _
BITHUTHENE
MEMBRANE 2nd FLOOR
A35 CLIP AT g 1/2" PWJ EXIST. 2x8
Ea. JOIST JOISTS
11/2" 4" 4" 2"
2x NAILER W/
I 2-ROWS OF 1/2"f
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12" B
RICK W
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CAPLATE I I HSS4x4x1/4
88x1/ I8",2
BP-DETAIL
12" x 12" x 3/4"
(4) - 3/4" DIA. EXP. BOLTS
(8" EMBED.)
BASE IL 12x12x3/4 W/ COAT COLUMN
4-3/4"1 EXP. BOLTS WITH MASTIC
GARAGE SLAB BELOW SLAB
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NEW FOOTING CONCRETE
2'-6" x 2'-6' x 1'-0" MIN FOOTING
(OFFSET)
SECTION LR-2
3/4" = l'-0" -
REVISED
0 FIELD REPORT ITEMS 9-21-06
131 REAR DERBY STREET ABERJONA ENGINEERING INC. / DATE 9/25/06
SRiUDTURAL DESI(N INVES110APON RENOVATION RESTO TON
SALEM, MA ONE MOUNT VERNON STREET TEL 781.729.6168 JOB # 06211
P.O.BOX 215 FAX 781.729.7960
WG WINCHESTER MA 01890
DRAWN BY RAC SCALE 3/4"=1'-0" SK-921.05C
NIL—
BASE
dill :
W16
EXISTING
BRICK WALL
CAP / 10x10x1/2
HSS4x4x1/4 COL. OR
4"4 x 10.79 Lb. PIPE COL.
BASE IL 10xl0x1/2
4-3/4'4 EXP. BOLTS
(8" EMBED.) COAT
GARAGE SLAB WITH MN
H M STIC
BELOW SLAB
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NEW FOOTING J CONCRETE
3'—O" x 4'-0" x 1'—O" MIN. FOOTING
545 BOTTOM EACH WAY
NEW BEAM SUPPORT AT SOUTH WALL
OF GARAGE (2-LOCATIONS)
131 REAR DERBY STREET
ABERJONA ENGINEERING INC. DATE 9/25/06
51RUCNRAI DESIGN INVESOGATIDN RENOVATIDN RESTORAl10N
SALEM, MA ONE MOUNT VERNON STREET TEL 781.729.6188 JOB # 06211
PO.BOX 215 FAX 781729.7960
DWG WINCHESTER MA 01890 (c,
DRAWN BY RAC SCALE 3/4^=1'-0" SK-921.06B
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GALV. LAGS Le 4° LEVELING GROUT
W/ 2-GLUE LINES 2-2x8 P.T.
CONT. RESTORE BRICK TO
2x Ea. SIDE /�%i SOUND BEARING F— o
LENGTH = JOIST CUT x 3 ' ' USE NEW CONCRETE w
(JOIST MUST BE RIPPED GROUT SPACE BRICK + S TYPE w
TO EXACT DEPTH OF SOLID BETWEEN MORTAR o
EXISTING JOISTS) 2-2x8 2x4 LINER WALL N w
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FIELD REPORT ITEMS 9-21-06
131 REAR DERBY STREET ABERJONA ENGINEERING INC. DATE 9/25/06
STRUMRAL DESIGN INNESTGATION RENGVAnON REs COR ON
SALEM, MA ONE MOUNT VERNON STREET TEL 781.729.6188 JOB # 06211
P.O.BOX 215 FAX 781.729.7960
WG WINCHESTER MA 01890 (e�
DRAWN BY RAC SCALE 3/16"=1'-0" SK-921-05A