131 DERBY STREET - BUILDING JACKET (002) 1� � �k�y s��_��—
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FIELD REPORT Pagel
ABERJONA ENGINEERING INC. BATE JOB NO.
One Mt.Vernon St. 9/27/06 106211
Winchester,MA 01890 PROJECT
Ph: 781-729-6188Fax: 781-729-7960 131 Rear Derby Street
LOCATION
Salem, MA
CONTRACTOR OWNER
TO: Renaissance Condo Trust Navarro Construction Ren. Condo Trust
131 Derby Street (Rear) WEATHER TEMP
Salem, MA 01970 Fair 58 OAT 8:30 AM
Attn: Steve Navarro
PRESENT AT SITE
Steve Navarro/Trustee
David Halter/Trustee
Alan A. Vitukevich/AEI
THE FOLLOWING WAS NOTED:
Visited the site to review excavations for new tube columns in Garage area.
• Excavation complete to bottom of existing footings. Soil is a compact silty sand with some
gravel, acceptable for bearing.
• Structural framing at Garage reviewed with David Halter to clarify changes required at two story
wall due to brick masonry not being reliable for epoxy anchors.
• Steve Navarro requested substituting steel tube for 6x6 wood posts supporting Deck beams on
west section of roof.
HSS 3x3x1/4 tubes or 3" diameter schedule 40 pipe columns will be acceptable. Columns will
require a 4x9x3/8" base plate and 5x9x3/8" cap plate. Refer to drawing SK927A attached.
• The connection of the existing 18 inch beam to the existing 21 inch beam was exposed. Top of
18 inch beam is above W21 and web is notched for flange clearance.
Provide new connection in accordance with drawing SK927B attached.
FIELD REPORT Page
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
NEW PARAPET
WALL DESIGN
PENDING
NEW ROOF
FRAMING
161
EXIST. W18
ADD CLIP
ANGLE EaEXIST. CLIP
.
SIDE 4x4x3/8
x0'-4"
EXIST. W21
ADD SEAT ANGLE
6x6x3/8x0'-8" W/
3/8" STIFF PLATE
PROPOSED REMEDIAL WORK
a EXISTING BEAM
FIELD REPORT ITEMS 9-27-06
131 REAR DERBY STREET ABERJONA ENGINEERING INC. ' DATE 10/3/06
STRUCTURAL DESON INVE=AT,ON RENOVATION PESTIXiATION
SALEM, MA ONE MOUNT VERNON STREET TEL 781.729.6188 JOB 06211
WG VAN BOX TE FAX 781 7 29 7960
WINCHESTER MA 01890
DRAWN BY RAC SCALE 11/2"=l'-O' SK-927A
WOOD POST
U210 GALV. 5 1/4x14 P.T. PSL
HANGER BEYOND
3-1/2"4x8" GALV
L70 CLIP — LAGS POST
Ea. END
', III
2x10 m 12" P.
CAP PLATE
� 5x9x3/8 W/
--�-TPI IIII 4-3/8'4x4" LAGS
HSS3x3x1/4 OR
3" ID PIPE COLUMN
BASE PLATE
4x9x3/8 W/
4-3/8'4x4" LAGS
EXIST. 2x8 8" WALL
REINFORCED
ADD 2x8 AS
REOUIRED WITH
L70 CLIP Ea. END I.
LI
2-2x8 FT
SECTION ALTERNATE
DECK SUPPORT POST
FIELD REPORT ITEMS 9-27-06
131 REAR DERBY STREET ABERJONA ENGINEERING INC. % DATE 10/3/06
S JCMU L DESIGN INVES9GAPON RENOVAMON RE6 CRAnI
SALEM, MA ONE MOUNT VERNON STREET TEL 781.729.6188 JOB # 06211
P.O.BOX 215 FAX 781.729.7960
WG WINCHESTER MA 01890 t
DRAWN BY RAC SCALE 11/2"=1'-0" SK-927B