HomeMy WebLinkAbout0540 MAIN STREET (HYANNIS) (10) - engineering docs ell
®1iV D ENGINEERING, INC. '•----�`M.',9'�-��.. .,�,�� �-.•-�
�P F
.sue'
Structural Engineer 3
5 Michael Road By onTe 9
East Bridgewater, MA 02333 `�, ( , t7
Phone:(508)378-9602 Fax(508)378-2922
e-mail:domdean@aol.com JOB77
E7 op o- to, iiZk)
ez r
1 i
t
9-
AAI
I
1
r i
t
(
{ ;--- - --�- �- -- -�_
11-7
f
oll
tL
1
_.
1
x
IrI
-
(
.�. , tQ£BSUST ..s1+{",irintinc}Se:VICe fvERS,1,.,:FEtarCanrlr}n'vIi fief.Mj.-la 9`.i}Sd62»
i
DWD Engineering, Inc. � F37pPS%�$'LE
5 Michael Road
East Bridgewater,.MA 02333
(508)378-9602 (P)/(508):378-2922 (F) r
Field Report
Date: 9-1,5-08 Present: Domenic.DeAngelo
John.Hutchins (super.)
Various Subcontractors
Location: 540 Main Street
Hyannis, MA
Building Permit#
Remarks: 11:30 am-12:15 pm 83 degrees sunny
1
The following was observed:
-Erection of the mezzanine steel and the roof steel at the elevator location was complete. The size and
connection of the structural steel was in accordance with the design drawings issued by this office. In addition,
erection of the additional basement columns and base plates was complete. Again, the construction was
completed in accordance with the design drawings. All field welds met or exceeded what was noted.
-The new roof top units have:been placed and the supplementary steel is onsite. John Hutchins indicated that the
steel will be placed shortly.
-This office was asked to review support conditions for the elevator at the mezzanine and roof levels. One side of
the elevator support can be attached directly to the structural steel at both the mezzanine and roof levels but
supplementary steel is required on the other side. Sketch SK9.16.08-1 is attached indicating the additional steel
to be provided to support the elevator.
Cc: Barnstable Building Department.
Oceanside Construction and Development
.t grit �✓ _ _...'4. _... ,.i. ..,I:.,14_ ,..a..
t ZM OF MASS®®®�
;s. t. DOi�ENIC W. G��
- c DeANGELO m
STRUCTURAL
N0.35062 a:
A9o��F61STER
9®®4'W®® .
Y 4
V 1'
�.... .. _ :r, 7
q t f t t. � ;:� `•` q � � .Y 1 F�: �� ,�'.Y p 4 i � ` E 1 S t f
nitP t { � s •" '� t t e
i � f t tr'L 7nrt� w �f • i,4 x� + 1{ - F � � 1 ! Y 1 _ { { i I
_•_ "r
Win
q
1 _ .
1 _ 1 j.
i
{ i i Ft UiX n IN
sk SIR,
F `_ I
• ' f f.. Gf i_ 1 i
eN
f
x
s
j. -. '� 'f' ( �,r.•.. i )` j_....E ___..'_.. f 1 .__[ ,. _.w._... ._.-..,�;
i f �
. • ,
i 4
t 1 �
r, E
q
i
DWD Engineering;inc. 8t"016TA`IBLE
5 Michael Road 53
East Bridgewater, �I'�1� N
(508) 378-9602 (P)/(508) 378-2922 (F)
Field Report_----~ "
t�11d tSln�
Date: 6-24-08 Present: Domenic DeAngelo
Pat Canara (Super.)
Location: 540-MainTStreet
Hya��'� r
Building Permit#(not available)
Remarks: 930 am-10:15 am 74 degrees partly sunny, 0�
The following was observed:
-Structural steel erection for the mezzanine was ongoing. The steel from the left side wall to line 4 has been fully
erected. Shear plate connectors to the existing columns have been field welded and are in accordance with the
design-drawings: In"additionjhe.shear,plate.con nectors:and.supple mental steel required to make the connections
td`the`ezisting imezzanine,stO4 have:_been•completed in accordance:with;the.:approved shop drawings.,All.,bol..ed
...
connections vuere completer'and'nuts tightened: The; teel:between°column;lies;;4`and;6 was;in wthe;process,off
being"e�ected arid=was-about 609/6-complete:-The;corr_uform.!;deck.ibetweenAhe left.%sidewall and line(4,b been
placed and welded`to:the_.structural steel The,structural-steel erection.to date was:in-conformance�with,the;design
drawings and no omissions or deviations were observed. .
-The concrete for the mezzanine level between the left sidewall and line 4 has been poured (operations were
finishing up when I arrived). It consisted of 2-1/2" of lightweight concrete in lieu of the 2-1/2 of gyp-crete which
was originally called out for on the design drawings. The substituted material :is acceptable as previously
discussed between this office and John Hutchins of Oceanside.
-The right side exterior facade,•which was in.the process of being framed, was also reviewed. As discussed
earlier:with Pat;Canara -the ledger.boardaupporting•.,the:ceiling framing:::,willrbe attached,to,the-,brick„facade with
+Fdiamet'et`'Simps'on epoxy anchors:apaced at 24'con-center;,I-ncenter_ addition they,L.V..Lssu:pporting thefgable.end
frames?which bear on.the.;existing b kla ®o .�P `m.� any_ ,yAa.ile_duck{#acade;w will... . . iw �e Ito
_.
the LVLs and e0oxy-4bolted-into=the>brick). T_he:".ceiling,joists,,which.;are.flush:framed,-i �tiaggr g b G'�mere
e DeANGELO m
connected to the ledger board with inverted joist hangers-due to wind uplift.; .. 0 STRUCTURAL,
m No.35062
Cc: Barnstable Building Department GIST
Oceanside Construction and Development