100 HIGHLAND AVENUE U3 - BUILDING INSPECTION 100 HIGHLAND AVE. i
b BOARD OF ASSESSORS
93 WASHINGTON STREET, CITY HALL, SALEM, MASSACHUSETTS 01970 (617) 744-0660
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April 16, 1987
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Mrs. Josephine R. Fusco
City Clerk
City of Salem
Salem, MA 01970
Dear Mrs. Fusco:
Please be advised that 'the medical office building to be con-
structed on Assessors' Parcel #14-0134, formerly the Sunoco
Gas Station on Highland Avenue opposite Greenway Road has been
assigned the street address of�100 Highland Avenue.
Ve, r ly ours,
Peter M. Caron
Chief Assessor
PMC:mjg
cc; Kenneth B. Cahill, Postmaster
Chief Joseph F. Sullivan, Fire Department
Margaret R. Hagerty, Principal Clerk, Water Dept.
vWilliam H. Munroe, Inspector of Buildings
Engineering Dept. , City of Salem
Dr. Patrick Curtin, 66 Loring Avenue, Salem
(,1
17itt1 of WIMI
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DECISION
SPECIAL PERMIT L'
SITE PLAN REVIEW
Drs. Curtin, Nersasian, Monaldo,
St. Pierre, and Kasis
100 Highland Avenue Realty Trust
100 Highland Avenue
Salem, MA 01970
On Thursday, September 18, 1986, the Planning Board of the City of Salem
held a public hearing under Section VII-R, Site Plan Review, of the
Salem Zoning Ordinance on the application of Drs. Curtin, Nersasian,
Monaldo, St. Pierre, and Kasis, 100 Highland Avenue Realty Trust to
construct a 12 ,020 square foot medical office building at 100 Highland
Avenue.
At a regularly scheduled meeting of the Planning Board held on November
20, 1986 , the Board voted, by unanimous vote, to approve the application
as complying with the requirements for issuance of a Special Permit ,
subject to the following conditions:
1 . Work shall conform to plan entitled, "Site Utility and Grading Plan,
100 Highland Avenue Realty Trust", prepared by M. A. Lally
Associates, North Andover, MA.
2. Utility installation shall be approved by the Engineering
Department. .
a. A Safety grate shall_ be installed on 24" culvert at the
headwall located on the northwesterly side of the site.
3 . Board of Health requirements set forth in a letter dated September
17 , 1986, shall be strictly adhered to.
4. Landscaping of the site shall conform to plan entitled, "Landscaping
Site Plan for 100 Highland Avenue Realty Trust,” prepared by Barlow
Gillfillen Architects, dated November 7, 1986 , revised November 18,
1986.
a. Maintenance of landscaping in a healthy and thriving condition
shall be the responsibility of the applicants, their
successors or assigns.
b. There shall be no storage of snow on landscaped areas of the
site.
c. Location of granite curbing shall be reviewed and approved by
the City Planner prior to issuance of a Certificate of
Occupancy.
Z•' Page 2
5. Board of Appeal decision dated May 28, 1986 shall be adhered to.
6 . All construction shall be conducted in accordance with the following
conditions :
a. No work shall commence before 7 :00 a.m. on weekdays and 8:00
a.m. on Saturdays. No work shall continue beyond 5:00 p.m.
No work shall be conducted on Sundays or holidays.
b'. All reasonable action shall be taken to minimize the negative
effects of construction on abutters.
7. Signage for the building shall be reviewed and approved by the City
Planner prior to issuance of Certificates of Occupancy.
8. Any violation of these conditions will result in revocation of this
permit by the Planning Board.
I hereby certify that a copy of this decision and plans have been filed
with the City Clerk and copies are on file withthePlanning Board.
This Special Permit shall not take effect until a copy of this decision
bearing thhe certification of the City Clerk that twenty (20) days have
elapsed and no appeal has been filed or that if such appeal has been
filed, and it has been dismissed or denied, is recorded in the Essex
County Registry of Deeds and is indexed in the grantor index under the
name of the owner of record or is recorded on the owner' s certificate of
title. The fee for recording or registering shall be paid by the owner
. or applicant.
d.�
Walter B. Power, III
Chairman
C802
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BARLOW AND GILFILLEN ARCHITECTS, INC. GOILOK" r� l
REC=I VT
CITY OF SALEHHINASS.
FIELD REPORT
September 2 1987 - Noon
WEATHER: Cloudy; 75+/-
PRESENT: Larry Montaldo Statler Gilfillen
Pat Curtin Bob Uva
Bob Nersasian Bob Buthman
I. Change Order #2 was discussed. It was returned to Welch to
review that no deduct was shown. Brick, wood, precast and
lintel deducts should be reflected.
Change Order #2 was approved in principle, wanting for deducts.
2. Change Order #1: Building cannot be watertight until the
windows are in place. Order is awaiting signing of Change Order.
Issue is that $5000 additional costs were acceptable but the
cost is related to delay of project in contention.
Note that there are questions regarding the 34,229 sq. ft. of
glass, i.e, the figure seems excessive.
Statler W. Gilfillen, AIA
cc: Mr. Robert Buthman
Dr, Patrick Curtin
Mr. William Munroe✓
Mr. Alexander Nossiff
Mr. William Quinn
SWG/b
BRAY WILKINS BUILDING, 161 SOUTH MAIN STREET MIDDLETON,MA.01949 (617)777-7978
STATLER GILFILLEN ARCHITECTS, INC.
ARCHITECTURE HISTORIC PRESERVATION URBAN DESIGN PLANNING •-
October 6, 1987
Mr. Steven Santry
Assistant Building Inspector
Public Projects Department
1 Salem Green
Salem, MA 01970
Dear Mr. Santry,
As per your request, I am enclosing the information you requested
on the construction of 100 Highland Ave. Included in particular
are the following:
1. Copies of the Structural Engineers reports
2. General correspondance with the owner.
3. Copies of the testing labs reports.
4. Copies of the Clerks reports.
I trust that you will find this information of value and I await
your comments.
inc rely,
Statler Gilfillen
cc Patrick Curtain
BRAY WILKINS BUILDING, 161 SOUTH MAIN STREET MIDDLETON.MA.01949 (617)777-7978
STATLER W.GILFILLEN, MEMBER OF THE AMERICAN INSTITUTE OF ARCHITECTS
riga yti `
HIGHLAND PARK
April 28 , 1987
1 . An allowance of $2 ,000 . 00 shall be
included for the installation of a
sign at a location as may be determined
at a later date.
2 . Landscaping allowance shall include the
furnishing and spreading of all loam. Furnishing ti -
and installing all shrubs, flowers, bushes or trees; c'
and furnishing and installing automatic irrigation ;iT =
system. The allowance shall be $15,000.00 -
3 . Foundation drainage shall be as detailed on'the drawings, however , shall extend only��� ,
around the perimeter of the habitable basement !
areas, as well as under-the floor—slab of-the_habitable
_
fbasement as shown on the drawings-by Barlow &
Gilfillen,Arch itects . _
4 . curb at retaining wall . The concrete bumper
curb shown on typical retaining wall detail
SD - 2 is deleted.
5 . Retaining wall . The retaining wall North-
westerly side of the site, as detailed in
typical retaining wall section Sheet $ SD-2
will be deleted. In its stead will be an
allowance of $2 ,000 .00 to cover the costs
of whatever work may be required.
6 . Crawlspace slab. The slab in the crawlspace
as well as vapor barrier and mesh- shall be
deleted . The crawl space shall be left in a
rough graded manner and covered with 4" of
gravel .
7 . Deli ete 1 door_ @ storage�_ This tem_involves
the deletion of`one door as well as accompanying
f-rame and hardware into-an�area-of-the basement-_
(entitled-basement-.-"
LL ,AL1 �;u[ k 1 1LCki Lo �:CuL Jr Ilk . L
crawlspace locations as shown on drawings H 1
and E 2 . In general , the items to be deleted
will be the furnishing and installation and
exhaust fans (noted as EF 2 ) , ductwork , louvers,
unit heaters, (noted as UH 1) , humidistats,
miscellaneous hangers, wiring and area ways as
shown on typical section entitled "area way. '
9 . Area ways delete 4 and change 2
This provision includes the installation
of metal area way retainers as normally
utilized in residential construction for the
use with the exhaust fans for the habitable
basement area . Both of these would be located
along 5 line. Other areaways have been deleted
in the preceeding item.
10 . Wall bumpers. Delete all oak wall bumpers as
shown on drawing A 16 as well as all backing for the
bumpers.
_ _
11 . Eliminate 1st=floor—toilet and Janito_rs
Tcloset . Delete in its entirety--the first -floor:
"toi-let-7-and janitors closet— This chan_ge--------------
includes-the—deleEion of`all plumbing, electrical
drywall , flooring and ceiling as specified
for those two rooms. The space shall be
finished with carpet flooring and continuation
of a 2 x 2 ceiling as shown on the
reflected ceiling plan. Lighting shall be provided .
with 2 pcs. of 2 x 2 drop in lights. Fixtures shall be
included within the lighting allowance.
12 . `Eliminate canopy. This change includes the
elimination of—the canopy in its entirety with
the exception of the caissons for the canopy
wh.ich have already been installed.
13 . Substitute Conc. for tile @ Plaza
This change incorporates the utilization
of broom finish concrete sidewalks at the
entry to the building and the deletion of
all references to tile in that area. The
area approximately 18 ' square which forms
the corner of the building shall,
receive no concrete and shall be left to be'..
finished "with landscaping.; The cost of the
landscaping shall be included within land,-
scape'allowance.
14 . Substitute lobby tile w/carpet
This change includes the—installation of
carpet along the main corridor on the
first floor . The carpet strip shall be
approximately 6 ' 9" wide . The tile shall
only be included as shown on 1/4" first
floor plan drawing A 14 between column lines
"l C" and "2" and "AC" and "B" .
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substitution for gravel stop shall be allowed .
16 . Eliminate mechanical roof screen
This item includes the elimination
of mechanical roof screen in its entirety
including all penetrations for roof.
17 . Slope steel for drainage @ roof
This item will not be utilized. Pitch for
drainage shall be the minimum allowed by the
' roofing manufacturer and shall be accomplished
by utilization of tapered insulation .
The tapered insulation shall meet the require-
ments of the State Building Code.
18 . Substitute asphalt shingles for standing
seam metal roof. This item allows for the
substitution of 215 lb. fiberglass asphalt
shingles in lieu of the standing seam metal
roof .
19 . Substitute fir for, cyprus. This item
allows the substitution of fir for cyprus on
exterior woodwork .
20 . Substitute Kane Gonic brick w/$325 allowance
This item allows a $325 .00 per 1,000
allowance for the purchase of a standard
size brick to. be selected by the architect.
The allowance cost includes brick purchased
f.o.b. job site and all sales tax .
21 . Substitute Cronolite
This estimate is based upon utilization
of windows manufactured by Closure Co.
of .Woburn, Mass . , or equal.
22 . Drapery Pocket (incl . decrease in window size )
This item provides for the deletion of
the drapery pocket as shown in details
H 1 , H 2, and H 3 on A-12 and also allows
for the reduction in height by approximately
15 ' of all exterior windows. This will
allow tot the ceiling to run directly into the ,
top of the,(window frame as .the drywall presently
shows"doing in detail -H-1 on A 12 .
23. Change plywood to gyp.sheathing
Delete ..all references to utilization of
1/2' CDX plywood sheathing and utilize
1/2' exterior grade gypsum sheathing in
its place. 1/2' CDX plywood shall be
utilized in' areas with wood siding.
24 . Eliminate extended head at window and
substitute for breakmetal column closure .
All br.eakmetal in the project shall be
replaced with the appropriate adjacent exterior
finish material . This being either brick or
tc ar CtiiL
Cne clear story type 4 and One clearstory type 5
window shall be deleted .
Precast concrete panels . The exterior precast
concrete panels shown on drawings shall be
deleted and replaced with masonry .
26 . Simplify window flashing ( reinforced fabric )
Details and notes on drawing A 11 regarding
window flashing shall be eliminated and a
fabric thru-wall window flashing or aluminum
window flashing recommended by the manufacturer
shall be utilized instead.
27 . Revise Head & Sill detail @ Window. Structural
channels shown on details S 4 on drawing and A 12, H 1 on
on drawing A 12, H 2 on drawing A 12, and S2 on A 12,' S3 on
drawing A 12 and H3 on drawing A 12 shall be deleted.
Windows shall be mounted directly to 6 ' metal studs.
I .
28 . Simplify handrail (mill work ) sq. oak
Detail E /A 13 shown for wood rail section shall
be revised . New detail shall be the same size oak
with easen corners but without the 1/2" rabbit. Fastening
of the oak shall be to a flat plate recessed into the
bottom of the oak by approximately 1/2• and there shall
be no wood plug in-fill on the bottom of the oak .
29 . Simplify Detail H on A 13 .
At the atrium rail ,
detail shall be changed as follows :
1 . the channel iron and 20 gauge closure
shall be deleted.
2. concrete floors shall extend out to within
1/2' of the face of the gypsum wall board.
3 . the gypsum wall board shall run up to the
top of the concrete floor .
4 . the railing shall have a piece of flat stock
on the bottom and shall be attached to the
concrete floor expansion bolts .
5. Stairs - 20 gauge closure piece wrapping the
channel shall be deleted and the channel
painted to match the stairs
30. Substitutetimber blocking @ 2nd fl.
-(incl. edge form)
-Section 28-28 on drawing S 10 shall be
revised as follows:
continuous timber blocking shall be deleted.
Light gauge continuous metal angle shall be
utilized as the concrete stop.
The concrete shall stop short of brick work.
31 . -'�,F'lhilll� XC :C 1>L12 UrC j`Ui:lID-
t.his change eliminates excess pressure pump-�-•7
< om the sprinkler system as well as related
w=iring.
32. F.D. connection onTwall'(replace'Simes�j�
lThe Fire Department connection�shown .;as free
'is_tanding shall be replaced with a wall mounted
connect ion.onnection.__ -'_�_
33 .[Lessexpensive=double check valve?
Allow substitution for a less expensive
Tdouble check-valve-.------'
34 . vRev ew-spr-inkle lline tester requirements
Delete in excess of those required by=q ode
(r local fire department_regulations:--
35 . TSubstitute-semi=recessed-sp inklec�heads ororefu_f1_ r" ecessed heads
36 . Move gas piping to exist chase
This change involves the relocation of
gas mains in the building from chase at
approximately 1 A and C line into the
existing chase at approximately 3 B line and
deletion of the extra drywall partition which
would be required by the chase at 1 A and C line.
37 . 10 ' base @ parking lot lighting
Revise the parking light base from that
shown to a 5 ' deep x 16' diameter concrete
base .
38 . Lighting Allowance of 8,000
An allowance of $8 ,000 . 00 shall be included
within the contract for the purchase
and delivery fob to the jobsite of all lighting
fixtures. Includes all .interior -as well as
exterior fixtures .
39..Revise Finish Hardware
An allowance of $3,800 shall be
included for all door hardware .
40 . Bit Conc. thickness 3' to 2 1/2'
This item includes the change of
bituminous concrete thickness from 3* to
21/2" . Also includes deletion of tack-
coat and weed killer installation.
41. Delete Bit Conc. Berm
All bituminous concrete berm shall be
deleted and landscaping graded down to the
edge of the bituminous concrete.
All coot leaders shall be deleted as well
as the connection of roof leaders into the
storm system as shown on the civil engineering
drawings. In lieu of roof drains and roof leaders,
roof shall be pitched to the exterior of the building
and aluminum scuppers added to the gravel stop. At
locations where the drainage of water directly on
the ground below from the stop, ( sidewalk and paved
areas ) may be hazardous, -an aluminum rain leader shall
be installed down to grade and will either drain onto a
concrete splash box or extend down with the use of PVC
pipe, below grade to the foundation drain system.
43 . Delete water pipe insulation
^4 . Delete door buzzer system
Delete the door buzzer system in its
entirety .
45 . Use Alternates # E1 and E2
Alternates # E 1 and # E 2 as 'detailed in
the electrical section specifications shall
be incorporated within this contract.
46 . Go to overhead electrical service
Delete all references to installation of an
underground service and transformer. The
service shall be brought into the building
via overhead cables .
47 . Delete stave core solid doors and substitute solid
core particle doors .
48 . All tenant finishes including ceilings, floors, paint,
mechanicals , etc. for 1st and 2nd floor is included
in the allowance only.
Additional clarifications: (within contract -.documents)
Allowance for the tenant finishes for the 3 suites presently contemplated
is included in this price. The allowance :includes all costs including
the general conditions and - fees associated with the completion of the
tenant finishes.
The contract is based upon the deletion -of supplementary and special
conditions as provided - us by -Barlow—& Gilfillen...in. their original specification
contract.
This contract sum is based upon the requirement for a general bond
as provided in the contract documents provided by Barlow &
Gilfillen being waived. Should a general performance and
payment bond be required, there shall be an additional cost to the
project.
Pricing is based upon the ability of The Welch Group to
utilize all onsite fill in any backfilling operations required on
the site .
The contract does not include any provisions for dealing with any hazardous wast
or materials which may be encountered during the course of construction.
This contract does not include the cost for testing and any additional
architectural/engineering services which may be required.
This Contract does not include the cost of Gas Company or Utility Company
backcharges .
Builders Risk Insurance is to be provided and paid for by the owner .
ADDITIONAL TERMS AND CONDITIONS TO
OWNERjCONSTRUCTION MANAGER CONTRACT
Tae =J11 V'N=.ng additional proVls_ons are '_ncor_o_aC9C _..to and
rade par`_ Of :he Agreement between One -^dr=
i Hi ".. _and .a-:_nue Realty
_ r.ls . (Owner ) and Tae Welch Croup, Inc. (Cor.st^lc tion :^a�^ter)
I . Nc-withstanding anything to the contrary contained in this
Agreement, Owner and Construction Manager agree and acknowledge that
Owner is entering into this Agreement in reliance on Construction
Manager' s special and unique abilities with respect to performing the
Services . The Construction Manager accepts the relationship of trust
and confidence established between it and the Owner by this Agree-
ment . The Construction Manager covenants with Owner to use its best
efforts, skill, judgment, and abilities to construct the Project and
to further the interests of Owner in accordance with Owner' s require-
ments and procedures, in accordance with the highest professional
standards and in compliance with all applicable national, federal,
state, municipal laws, regulations, codes, ordinances, orders and
with those of any other body having jurisdiction. ,
II . The following is added to Article 11 0£ the Agreement:
On or before the first day of each month during the performance
of Services, the Construction Manager shall submit to Owner for its
approval a request for payment ( "Request for Payment" ) in form and
substance satisfactory to Owner. Each Request for Pajthent shall set
forth the amount due for Services rendered, a detailed breakdown of
the amount, and the sum of all prior payments . The Construction
Manager shall furnish with each Request for Payment waivers of lien
for itself in form and substance satisfactory to Owner and any other
such forms as required by Owner, Lender or title insurer in order to
assure an effective waiver of mechanic and materialmen liens in com-
pliance with the laws of the Commonwealth of Massachusetts . Owner
shall review each such Request for Payment and may make such excep-
tions as Owner reasonably deems necessary or appropriate under the
circumstances then existing. On or about ten ( 10) working days after
submission of each such Request for Payment to Owner, Owner shall
make payment to Construction Manager in the amount approved as afore-
said.
- 23 -
P ,
III . Construction and Build-Out_-to _Completion of Owner Office
Suites - ---The Guaranteed Maximum Price includes only the work and materi-
als necessary to partition the three ( 3 ) owner suites off from the
common areas, but includes no interior partitions, or walls, electri-
cal, plumbing, or lighting, finished floors, ceilings or any other
work or finishes to the Owner suites except as may be provided within
a total allowance of One Hundred Thousand Dollars for the build-out
and finish of the Owner suites, which allowance amount .is included in
the Guaranteed Maximum Price .
ONE HUNDRED HIGHLAND AVENUE
REALTY TRUST
By:
THE WELCH GROUP, INC.
P
By:
AGMTd&CM/CURT I N 1
29 -
STATLER GILFILLEN ARCHITECTS, INC. ItdF' "I'' F
ARCHITECTURE HISTORIC PRESERVATION URBAN DESIGN ePLAPNING
v�� 1 7 33 1 `191
1R4 CEIVP'O
€ITY OF SALEi, ;,ySS.
September 11, 1987
Mr. Robert Buthman
The Welch Group
15 Front Street
Salem, MA 01970
Dear Bob,
qvE
This letter is to follow up the site visit to 100 Highland Park
of the Building Inspector on Tuesday and my follow-up
conversation with him on Thursday, September 10, 1987.
1. The ceiling over the entire lobby area will require a two-
hour rating,
2. He and I concur on the roof area that a pressure-treated
wood should have been used. However, there is no code issue here
and the changing of the work is at the option of the doctors.
3. He recommended that the concrete slab (rat slab) be poured
in the crawl space. This was shown on our original drawings but
later deleted.
He advised me that the humistat and the ventilation must be
provided as per Section 503.3 of the Code. If Welch intends to
delete his, then you must discuss this change order with the
doctors. It must be provided for.
4. The building inspector wants samples of all carpets and pads
chosen. Further, he wants the normal flame spread and
specification data.
5. The UTS reports are being forwarded to the Building
Inspector. He is specifically concerned about the welding of the
steel. According to the structural engineer, we are still
waiting for the reports from UTS certifying that the welding and
connections for the steel meet the requirements of the drawing.
6. He was concerned regarding the amount of grout (3"-4") used
on the plates instead of the sill plates required by the
drawings. Brask and Stanley is reviewing this and will advise.
BRAY WILKINS BUILDING. 161 SOUTH MAIN STREET MIDDLETON,MA.01949 (617) 777-7978
STATLER W.GILFILLEN, MEMBER Or THE AMERICAN INSTITUTE OF ARCHITECTS
7. The Inspector suggested that a "smoke hatch" be used at the
roof. I informed him that the "Bilco" was bid and -had been
approved. Further, I agreed that a smoke hatch should have been
considered but that budget was a primary concern.
I believe that this fairly expresses the concerns of the Building
Inspector. He has requested copies of letters from our
structural engineers regarding the foundation and steel as he
expressed many of the same concerns we have raised before.
Sincerely,
Statler W. Gilfillen, AIA
cc: Dr. Patrick Curtin/
Mr. Steven Santry/
Mr. William Quinn
Mr. Alexander Nossiff
,
ARCHITECT'S FIELD REPORT C11' Yf
Barlow and Gilfillen Architects, Inc.
161 S. Main Street
Middleton, MA 01949
Report prepared by: Statler Gilfillen, AIA
Re: Highland Avenue Medical Building
100 Highland Ave
Salem, MA
August 18, 1987 Noon
Weather: Hot, high 80's, Clear
Work in progress: Steel studs
Concrete formwork
Sheetmetal
Present: Norman Welch
Bob Buthman
Pat Curtain
Statler Gilfillen
Observation:
Steel studs at the windows were being placed. I called to Norman
the variations to approved sketches. He informed me that work
would be corrected.
We are still waiting for a superintendent for the project.
There appears to be no concern regarding resolving any of the
waterstop issues in the final sections of formwork.
Bob Buthman needs final answer on the fire rating above the entry
area. He discussed this with Mike Keane late afternoon. Mike
informed him that a two hour rating is necessary. Bob wishes to
change the system we designed. We are waiting sketches of his
proposed change for review,
Norm Welch discussed a variation is the dimensions between the
head of the windows and the head of the door. There is
approximately a two inch difference. I approved modifying the
glass transoms to keep both consistent. There is to be no change
to the job cost.
Welch need final suite drawings from the Architect. Norm has
assured me that there are no dimensional changes between the
original drawings and what was built. The Architect is proceeding
on the basis. Bob Buthman has indicated that he will double check
the dimensions and advise the Architect if there are any
variations.
There was no meeting last week:
There should be ladders that make all levels of the building
accessable.
cc. Pat Curtain
Bill Quinn
Building Inspector
Brask and Standley
Crossfield Engineering
Ralph Camerlengo
BARLOW AND GILFILLEN ARCHITECTS, INC.
ARCHITECTURE HISTORIC PRESERVATION URBAN DESIGN PLANNING
Mr William Munroe G a
Inspector of Buildings
City Of Salem `:ZD
r 1�
One Salem Green ,.rr; n
o
Salem, MA. 01970
Re: 100 Highland Park N m
100 Highland Ave
Salem, Ma. 01970
June 2, 1987
Dear Mr. Munroe,
Pursuant to Sec. 127, Construction Control of the Massachussetts
State Building Code I respectfully submit herewith Architect's
Field Reports 01 — 08 for the above referenced project. A copy of
a Barlow and Gilfillen letter to Dr. Curtin regarding premature
backfilling has also been enclosed for your information.
Please feel free to contact this office if you should have any
further questions.
�SiMnc�erly,
1 "
Michael J. Kea
Project Manager
CC: Highland Realty Trust
The Welch Group
file
BRAY WILKINS BUILDING, 161 SOUTH MAIN STREET MIDDLETON,MA.01949 (617)777-7978
W.LEWIS BARLOW IV, MEMBER OF THE AMERICAN INSTITUTE OF ARCHITECTS
STATLER W.GILFILLEN, MEMBER OF THE AMERICAN INSTITUTE OF ARCHITECTS
BARLOW AND GILFILLEN ARCHITECTS, INC.
.:PCHITB'JPE HIcTOR!C ".-E=—%'A TION IJP,BAPI DEE;GN PLANNING
June 2 1987
Dr. Patrick Curtin
66 Loring Avenue
Salem, Ma. 01970
Dear Dr. Curtin,
Please be advised that backfilling and compaction of foundation
has begun.
Be further advised that as of this date no test reports have beensub-
mitted as to quality and content of proposed fill material as spec-
ified under section 02200-6 EARTHWORK 3.05 Filling,BACKfilling and
Grading.
This issue is further compounded in that backfilling shall not
occur until all precast planks are installed and concrete cap is
poured (see details A and B on sheet S-4) .
The contractor has been informed several times both by this office
and Brask and Standley that backfilling could only take place after
the prior construction has been completed.
Sincerel
Kenneth N. Henson Jr.
KNH/knh
'cc:—Building Inspector - Salem
The Welch Group
Brask and Standley
Attorney William J. Tinti
David St.Pierre, M.D.
Robert Nersasian, D.M.D.
Lawrence Monaldo, D.D.S.
John Kazes, M.D.
file
BRAY WILKINS BUILDING, 161 SOUTH MAIN STREET MIDDLETON,MA.01949 (617)777-7978
W. LEWIS BARLOW IV, MEMBER OF THE AMERICAN INSTITUTE OF ARCHITECTS
STATLER W. GILFILLEN. MEMBER OF THE AMERICAN INSTITUTE OF ARCHITECTS
100 Highland Park
100 Highland Avenue
Salem, MA 01970
Project No. 86025
Field Report 08
June 2, 1987 Time 11:30 A.M. - 1:30 P.M.
ichael Keane Barlow and Gilfillen Architects
Statler Gilfillen Barlow and Gilfillen Architects
Joseph Standley Brask and Standley Engineering
John Hansbury The Welch Group
Weather: overcast with intermitent rain / 80 - 85 degrees +/-
Work in Progress
Backfilling and compaction of the basement excavation.
Observations
Foundation walls have been completed and the forms stripped
around the entire basement perimeter.
Concrete has been chipped away from the exterior of the
foundation wall at COL. B-4.in order to insert #4 bars for grade
beam GB11.
Substantial backfilling has been done against the exterior of
the foundation wall. As noted in the Contract drawings this
backfilling was not to have been done 'until after the
"SPAN-CRETE" deck had been securly in place.
Contractor is using on - site fill material which is full of
debris, trash, wood and other organics. In the opinion of the
Architect and the Engineer this material does not conform to the
requirments of Section 02200 Part 3 of the Specifications.
Dewatering of the excavation was not being done during the
backfilling and compaction operation.
Information
Mr. Frank Rudzinsky, U.T.S. soils engineer, arrived at the site
at 11:30 A.M. to observe the backfilling operation. At this time
much of the backfill had been placed. Mr. Rudzinsky left the
site at 12:30 P.M. and did not return while we were on the site
to observe the afternoon backfilling.
i 1
Mr. John Hansbury was informed that in order for the Architect
and the Engineer to accept this backfill U.T.S would have to
test the material and certify that it meets the requirments of
Section 02200 Part 3. Absent this certification that material
should be removed.
The Welch Group has been advised to supply U.T.S. with a copy of
the Specifications in order to properly observe and report the
work complies with the contract documents.
cc The Welch Group - USPS-CERT
Highland Realty Trust - USPS-CERT
Brask and Standley
Salem Bldg. Dept.
100 Highland Park
100 Highland Avenue
Salem, Ma. 01970
Project No. 86025
Field Report 07
Al
26, 1987
,,'Atatler W. Gilfillen Barlow and Gilfillen Architects
Joseph Standley, Jr. Brask and Standley Engineers
John Hansbury The Welch Group
Work in Progress
Moving earth - clearing, placing some backfill.
Welch personnel moving steel, placing insulation ties in waterproofing.
Notes
1. The honeycomb is to be corrected as per specifications. The concrete,
where ever is to be corrected, is to be done as per specifications.
2. The addendum and additional items were not at job site! They are needed!
3. Re: Letter of May 19, 1987. The shop drawings should be returned by
Structural Engineer to Architect this week. We anticipate to have
drawings to Welch this week. Drawings 13 through 29 will be returned when
30 through end have been. reviewed by Engineer. Engineer feels that full
set must be properly coordinated and not be released in pieces. Engineer
indicates that there are several coordinate issues on the shop drawings
that are slowing him down.
4. Regarding the May 20th letter responding to Field Report #4:
Item #2 What is virgin soil? Structural Engineer indicates that soil is
to be removed and dealt with as per specifications.
Item #3 What is spare wall? The "U" bars should be tied in as per the
shop drawings.
Item #4 Acceptable.
Item #5 Acceptable.
Item #6 What is dimension of dowel? What is dimension of embedment?
Item #7 Engineer needs sketch to know how and where the reinforcing bars
are to go.
Item #8 Acceptable approach, however we were not able to inspect before
pour. We need to know Ralph Camerlengo's field reports.
5. Sump pump was off over the weekend. We had water six (6) inches above
footing. We need better de-watering.
6. SWG to check with Engineer on elevation drawings.
7. SWG to call Tocci regarding two (2) inch water.
8. SWG to call Tocci regarding building drainage and single sump pump.
9. Check on bricks - samples by next week.
May 19, 1987
100 Highland Parkk
100 Highland Avenue
Salem, Ma. 01970
Project No. 86025
Field Report 06
May 19, 1987 Time 11:00am
Statler W. Gilfillen Barlow and Gilfillen Architects
Joseph Standley Brask and Standley Engineering
John Hansbury The Welch Group
Yankee Foundation 4 people
Weather: Sunny — 65 degrees +/—
Observations
1. Formwork is continuing at south portion.
2. Pouring Wednesday or Thursday, depending upon formwork status.
3. After several days of drying out, we still have water at foundations.
4. We still need a schedule of construction from the Contractor.
5. Architect to review where the damp proofing at grade beams are to go.
6. Is the basement sump big enough? Is one pump adequate (do we have
two?) .
I
7. Future meetings will be at 12:30pm on site.
i
I
I
i
i
i
100 Highland Park
100 Highland Avenue
Salem, Ma. 01970
Project No. 86025
Field Report 05
May 11, 1987 Time 2:20pm 4Statler W. Gilfillen Barlow and Gilfillen Architects
John Hansbury The Welch Group
Yankee Foundation 4 people
Weather: Overcast - some light rain - 65 degrees +/-
Observations .
Work progressing on As between lc and 3 setting forms.
Reinforcing appears basically in place.
Pour schedule for grade beams is next Monday or Tuesday. John
Hansbury will call Architect 24 hours before pour and will call
Structural Engineer with same questions.
A copy of all updated drawings and specifications must be
available at the job site. They were not.
We are still wanting answers on questions from Contractor on
last two sets of minutes. Pouring should not commence until
issues of foundations are resolved.
I
100 Highland Park
100 Highland Avenue
Salem, Ma. 01970
Project No. 86025
Field Report
April 28, 1987 Time 12:15pm
OLtler W. Gilfillen Barlow and Gilfillen Architects
John Hansbury The Welch Group
Weather: Cold - Rain overcast - 39 degrees
1. John Hansbury at site - discussed structural issues re: pour as per
conversation with Chuck Stone.
2. Ladders have been made for access to pit.
3. Edge of asphalt is still being undermined and site conditions leave
several safety issues unresolved. These were discussed with the Super-
intendent.
4. Footings have been placed at south portion.
5. Contractor has continued with placement of steel at north sections.
6. There is still water at base of site, potentially undermining
foundations.
7. No workmen noted working.
8. Fence is in place - site appears secured.
I
100 Highland Park
100 Highland Ave.
Salem,MA. 01970
Project No. 08625
Field -Report 03
April 21,1987 Time 7:00 A.M. — 9:00 A.M.
Michael Keane B&G Architects
Statler Gilfillen B&G Architects
Joseph Standley Jr. B&S Engineering
Weather: overcast/ 45 degrees +/—
Work in Progress
Foundation wall formwork and reinforcing.
Observations:
Concrete forms and reinforcing has been erected for basement
walls along Col. Line 5 ; approximately 10 feet south on Col.
Line A and approximately 3/4 the length of the wall along Col
Line B. .Reinforcing steel for the pier at col.5B is twisted
slightly out of square. The steel for the wall along Col.Line B
is in contact with the inside of the form. The forms have been
closed in making further inspection of the steel and the footings
impossible. Further washdowns and undermining have taken place
in the last week.
Removal of the standing water continues to be a problem.
Installation has begun on temporary fence at the perimeter
of the site.
Information:
The contractor was advised not to pour any foundation wall
concrete prior to the approval of the reinforcing shop drawings-
and the proper inspection by the testing agency. Dewatering of
the footings appears to be inadequate and must be resolved prior
to pouring the footings. Jobsite safety continues to be a concern
for all present. Efforts should be made to prevent further
undermining and provide safe, easy access to the excavation
by construction and inspection personnel.
100 Highland Park
100 Highland Ave.
Salem, MA. 01970
Project No. 86025
Field Report 02
April 14, 1987 Time 7:30 A.M. - 9:00 A.M.
Michael Keane B&G Architects
Joseph Standley Sr. B&S Engineers
Joseph Standley Jr. B&S Engineers
Ralph Camerlingo Highland Realty Trust
Weather: sunny/35 degrees +/-
Work in Progress
Forming of the north foundation wall and placement of reinforcing
steel.
Observations
Excavation for the basement area foundation walls has been
completed. Concrete Footing along Col. Line 5 has been poured.
Reinforcing steel for foundation wall has been erected along Col
Line 5 and partially along Col. Line A and B. Steel which had
been erected along Col.Line B had been dislodged by recent
weather conditions and required some dismantling to restore it
the proper placememt condition.
Footing forms for the remainder of the basement foundations have
also been erected and suffered some minor displacement during
the recent flooding.
Reports received from the site in recent days have described
extensive flooding of the excavated area due to heavy rain. The
entire site show the effects of the flooding. Extensive washdowns
have occurred around the excavation covering much of the footing,
reinforcing steel and crushed stone layer with earth. Caisson
C-16 has been exposed extensivly by washdowns in that area. Form
work has been strewn around the excavated area.
Standing and running water continue to be a problem in the
foundation area.
INFORMATION:
In the opinion of everyone present general jobsite clean-up and
safety precautions should be the first order of business for the
contractor. With the excavation now open the entire site should
be protected by a fence. For the protection of the on site
personnel and the protection of the work,precautions should be
taken to protect against further washdowns and undermining. Prior
to placement any further formwork we recommended to the
contractor that the washdown material be cleared from the
100 Highland Park 1
100 Highland Ave
Salem, MA. 01970
Project No. 86025
Field Report 01
April 2,1986 Time 9:30 A.M.-10:00 A.M.
Michael Keane B&C Architects
Joe Standley B&S Engineering
Weather: sunny, light breeze 40 degrees +/-
Work in Progress
Excavation for footing and foundation walls along column line
lc. Staking out of footings along column lines 5 and B.
Observations:
Preparations are being made for foundation wall footings on
column lines 5 and B. Crushed stone has been placed along both
lines. A gravel layer has been placed along column line 5. Both
standing and running water are present in the excavated area. A
single sump pump and pit are located near the north west corner
of the excavated area.
Cassion work is complete. Several of the cassions have been
buried under stockpiled soils. Some of the reinforcing has been
bent by construction equiptment.
Reinforcing steel has been delivered and is being stored on the
site.
Information:
Joe Standley pointed out to Jeff Palluzi that prior to beginning
formwork the following conditions must be met:
1. Further compaction of the gravel layer along column line 5
is necessary.
2. All standing water must be removed.
3. All running water must be kept clear from the area of the
pour
goo ;��h�awd c.�u��-.� i✓ct,�-.
a
y
completed footings and that the footing be hosed down.
Ralph Camerlingo instructed the contractor not to close in the
forms until he had inspected the footings for cleanliness.
We again emphasize that the all footings and foundations are to
be founded on material which has been well compacted in
accordance with the specifications.
Further investigation should be undertaken by the contractor that
caisson C-16 has not been affected by undermining.
�'7 vP�uP
BARLOW AND GILFILLEN ARCHITECTS, INC."' jlhUlli fJ i'T
SEP 3 9 3 8F� '87
FIELD REPORT CITY OF SALEM,HASS.
August 25, 1987 - Noon
WEATHER: 75+/-; clear with small clouds
ATTENDING: Bob Buthman
Pat Curtain
Bob Uva
Statler Gilfillen
COMPLETION DATE: Estimate November, 1987
1. Bob Buthman informed me that the reject roof top units have
been reviewed again between engineers and sub. They have agreed
on a line of action and paperwork will follow.
2. Workmen weere placing stee:L studs at roof above lobby.
3. Structural engineer should review the welded connection (vs
bolted) at brick anglge. Advise architect if this is acceptable,
4. Sprinkler lines are in place.
5. Ductwork is roughed out.
6. Basement plumbing is in place.
Bathroom vents are in place.
7. Structural engineer should check the basement column where
the horizontal brace is out of lane.
8. Architect will call Building Inspector regarding roof rating
requirements above lobby.
9. Suite drawings will follow within two
weeks.
NOTE: This office is changing i.ts name to Statler Gil.fill.en
Architects, Inc.
BRAY WILKINS BUILDING, 161 SOUTIi MAIN STREET MIDDLETON,MA.01949 (617) 7777976
NOTE: This office is changing its name to Statler Gilfille:n
Architects, Inc.
Statler W. Gilfillen, AIA
cc: Pat Curtain
Bill Quinn
Alexander Nossiff
Bill Monroe, Salem Building Inspector
SWG/b
of ,Satem, 1tt��ttrl�use##s
7 g 59 P11 'BGIa1ulanarb
Jam" C9ne $atem ()rem
�1�cen���a
CITY aF S,.14 111.MASS,
DECISION
June 30,1F��
CITY LLf i : t jN,MAiC.
SPECIAL PERMIT
WETLAND/FLOOD HAZARD DISTRICTS
Ronald Gauthier, Owner
Doctors Curtin, Nersasian, Monaldo, St. Pierre, Kasis, Applicants
c/o Tinti, Quinn, & Savoy
216-218 Essex Street
Salem, MA 01970
On Thursday, June 25, 1986, the Planning Board of the City of Salem held
a public hearing regarding the application of the above named for a
Special Permit , under Section P, Wetlands and Flood Hazard Districts, of
the Salem Zoning Ordinance, with respect to the construction of a 9,900+
square foot medical office building at 94-100 Highland Avenue.
At a regularly-scheduled meeting of the Planning Board held on June 25,
1986, the Board voted, by a vote of seven in favor, none opposed, to
approve the application as complying with the requirements for the
issuance of the Special Permit with the following conditions:
1 . Work shall conform to plan entitled, "Site Plan - Highland Avenue
Salem, Mass." dated January 22, 1986, revised March 28, 1986.
2. Underground storage tanks, of the prior use, a gasoline station,
shall be emptied and removed under the direction of the Fire Department.
' 3. Utility installation shall be reviewed and approved by the
Engineering Department.
4. All Board of Health requirements set forth in a letter dated May 15,
1986, shall be strictly adhered to.
5. Landscaping of the site shall be in conformance with plan entitled,
"General Planting Plan, 94-100 Highland Avenue," dated April 8, 1986.
a. Tree calipers shall be a minimum of 3�"; shrub diameters shall
be a minimum of 24".
b. Maintenance of landscape vegetation shall be the responsibility
of the Applicant, his successors or assigns.
, d
— Page 2
6. All exterior lighting shall be installed and maintained in such a
manner so as to not reflect or cause glare on abutting or facing
residential premises or on—coming traffic.
7. The proposed access to the parking lot shall be one—way -- ingress
shall be from Colby Street and egress shall be to Highland Avenue.
8. All construction shall be carried out in accordance with the Rules
and Regulations of the Planning Board.
9jAs=buil[ plans, stamped by aMRegistered Professional Engineer or
- Land Surveyor shall be submitted to the Engineering Department prior to
issuance of Certificates of Occupancy.
10. Any violation of these conditions shall result in revocation of
this permit by the Planning Board.
I hereby certify that a copy of this decision and plans have been filed
with the City Clerk and copies are on file with the Planning Board.
This Special Permit shall not take effect until a copy of the decision
bearing the certification of the City Clerk that twenty (20) days have
elapsed and no appeal has been filed or that if such appeal has been
filed, and it has been dismissed or denied, is recorded in the Essex
County Registry of Deeds and is indexed in the grantor index under the
name of the owner of record or is recorded on the owner' s certificate of
title. The fee for recording or registering shall be paid by the owner
or applicant.
Walter B. Power,
Chairman, Planning Board v
a:
(
BRASK AND STANDLEY ENGINEERING CO .
CONSULTING ENGINEERS
830 EASTERN AVENUE MALDEN. MASSACHUSETTS 02148
IBITI 324-0214
JOSEPH A.STANDLEY.P.E. JOSEPH L.STANDLEY II.P.E.
PRESIDENT 5 TREASURER VICE PRESIDENT
July 22, 1987
Mr. Michael Keane, Project Manager
Barlow and Gilfillen Architects, Inc.
161 South Main Street
Middleton, Mass. 01949
Re: Medical Office Building
100 Highland Avenue
Salem, Mass.
Dear Mike:
The following comments are based on our field
inspection of the project on July 21th. Some of the
conditions have been noted in our earlier reports.
1. All gravel, debris, and other miscellaneous
materials within the formwork of the top pour along
the "A11 line is to be removed prior to pouring the
concrete.
2. The moment connection plates which have been cut
are to be replaced properly and the moment
connection with out weld on one side (at 2-Cb) is
to be completed.
3 . We noted several locations where the anchor bolts
for the columns are missing and at locations where
the anchor bolts were in place that the nut is
missing. These conditions are to be corrected.
{ Very truly yours
BRASK AND STANDLEY ENGINEERING CO.
e
BY: !¢
oseph L. Standley II
JLS: jwp
BRASK AND STANDLEY ENGINEERING CO .
CONSULTING ENGINEERS
930 EASTERN AVENUE MALDEN, MASSACHUSETTS 02149
16171 3240214
JOSEPH A.STANDLEY.P.E. JOSEPH L.STANDLEY II.P.E.
PRESIDENT 6 TREASURER VICE PRESIDENT
July 13 , 1987
Mr. Michael Keane, Project Manager
Barlow and Gilfillen Architects, Inc.
161 South Main Street
Middleton, Mass. 01949
Re: Medical Office Building
100 Highland Avenue
Salem, Mass.
Dear Mike:
The following comments are based on our field
inspection of the project on July 13th. Some of the
conditions have been noted in our earlier reports.
1. At several columns the grout below the leveling
plate has cracked and become loose, this condition
is to be corrected prior to the final tightening of
the nuts on the anchor bolts.
2. Many of the anchor bolts are improperly installed.
It has been noted in several prior reports that the
anchor bolts which were cast too high were to have
been cut and rethreaded and not plug welded as is
the case at many locations. There are bolts with
several shims between the base plate and the nut to
compensate for the error in casting the bolts too
high ( 311-511 ) in some places and several bolts do
not even reach the surface of the base plate (cast
too low) . These conditions are not in conformance
with the contract documents and are unacceptable.
3. We noted several locations (at steel below the 1st
floor slab) where the anchor bolts are missing and
at locations where the anchor bolts were in place
that the nut is missing. These conditions are to
be corrected.
4. The location of two columns, Cb-1 and Cb-2, do not
align with the piers below. In the case of Cb-1
-2-
Mr. Michael Keane, Project Manager July 13 , 1987
4. (con' t) the base plate falls 1/2" from the edge of
the pier, and at Cb-2 the base plate overhangs the
edge of the pier by 311 . This is not in conformance
with the contract documents, is improper
construction and unacceptable work.
5. Several column anchor bolts were missing as were
many structural connection bolts. These must be
installed prior to completion of the structural
work.
6. The welding of the moment plates to the columns are
to be continuous as called for on the drawings. The
gap between the two angles is to be filled solid
with weld or a piece of plate when installing the
backer bar to insure that the moment weld will be
continuous.
Very truly yours,
BRASK PD STAND HY ET ERING CO.
BY:
Joseph L. Stafialey II
JLS:jwp
BRASK AND STANDLEY ENGINEERING CO .
CONSULTING ENGINEERS
830 EASTERN AVENUE MALDEN, MASSACHUSETTS 02148
16171 324-0214
JOSEPH A.STANDLEY.P.E. JOSEPH L.STANDLEY II.P.E.
PRESIDENT 6 TREASURER VICE PRESIDENT
July 8, 1987
Mr. Michael Keane, Project Manager
Barlow and Gilfillen Architects, Inc.
161 South Main Street
Middleton, Mass. 01949
Re: Medical Office Building
100 Highland Avenue
Salem, Mass.
Dear Mike:
The following comments are based on our field
inspection of the project on July 7th. Some of the
conditions have been noted in our earlier reports.
1. The roof decking which was to have been galvanized
using ASTM A525, G90, 0. 90 Oz/sq. ft. has been
painted. This is in conflict with the
specifications.
2. The second floor decking which was to have been
galvanized using ASTM A525 , G90, 0.90 Oz /sq.ft.
has been galvanized using G60, 0. 60 Oz/sq. ft. This
is in conflict with the specifications.
3. We are still awaiting the backup data on the
"Dynabolts" as requested in the letter report of
June 30th.
4. In addition to the comment regarding the 3000 psi
concrete being used instead of the called for 4000
psi concrete; the slump on June 15th of 711 is not
in conformance with the specifications.
Very truly yours,
BRASK AND STANDLEY ENGINEERING CO.
BY:
oseph L. Standley I
JLS:jwp
BRASK AND STANDLEY ENGINEERING CO .
CONSULTING ENGINEERS
930 EASTERN AVENUE MALDEN. MASSACHUSETTS 02146
16171 3240214
JOSEPH A.STANDLEY.P.E. JOSEPH L.STANDLEY II,P.E.
PRESIDENT 4 TREASURER VICE PRESIDENT
June 30 , 1987
Mr. Michael Keane, Project Manager
Barlow and Gilfillen Architects, Inc.
161 South Main Street
Middleton, Mass. 01949
Re: Medical Office Building
100 Highland Avenue
Salem, Mass.
Dear Mike:
The following comments are based on our field
inspection of the project on June 30th. Some of the
conditions have been noted in our earlier reports.
1. All grade beams have been poured without details
from the contractor as to how he planed to correct
the situation of the missing reinforcing rods ( see
also June 17th field report comment #2. ) . Again we
will not be responsible for any problems that may
surface relating to these members.
2. Areas around the elevator pit (enclosed by G.B.
#1,2,12 ,14 & G.B. #1, 13 ,14,wall lc & G.B.
2 ,3 , 12,wall lc) are filled to the underside of the
spancrete slab. Structural drawings do not call
for this.
3 . No structural work was being performed at this
time.
4. We noted that grade beams G.B. #13 & 14 are bowed
(not in vertical direction) in plan view.
- 2 -
Mr Michael Keane, Project Manager June 30, 1987
5. John Hansbury indicated that some of the anchor
bolts which were not properly located initially have
been replaced with "Dynabolts" , we would like
backup information as to which bolts are "Dynabolts"
and also the embedment lengths (as installed) and
technical data from the manufacturer.
6. Bolts which were cast too high are to be cut to
proper height and threaded to accept the nut.
7. In reviewing several of the UTS reports we have
noticed that 3,000 psi concrete has been used. The
concrete for all Grade Beams, Walls, Piers, Footings
and the Elevator Pit Slab shall have a minimum
compressive strength of 4, 000 psi in 28 days as
called for in the specifications.
Very truly yours,
BRASK ,4ND STANDLEY NGINEERING CO.
r
BY: G .-'_-
Joseph L. Standvey II
JLS: jwp
BRASK AND STANDLEY ENGINEERING CO .
CONSULTING ENGINEERS
830 EASTERN AVENUE MALDEN. MASSACHUSETTS 02148
18171 324-0214
JOSEPH A.STANDLEY.P.E. JOSEPH L.STANDLEY It.P.E.
PRESIDENT h TREASURER VICE PRESIDENT
June 24, 1987
Mr. Michael Keane, Project Manager
Barlow and Gilfillen Architects, Inc.
161 South Main Street
Middleton, Mass. 01949
Re: Medical Office Building
100 Highland Avenue
Salem, Mass.
Dear Mike:
The following comments are based on our field
inspection of the project on June 23th. Some of the
conditions have been noted in our earlier reports.
1. All grade beams have been poured without details
from the contractor as to how he planed to correct
the situation of the missing reinforcing rods ( see
also June 17th field report comment #2. ) . Again we
will not be responsible for any problems that may
surface relating to these members.
2. It has become apparent to us that the owners have
accepted the contractors use of on-site material
(which should have been removed in accordance with
the specifications) as the base backfill material
below the basement slabs. This is in direct
conflict with the contract documents and we will
not accept any responsibility for problems which
may arise relating to this decision. See letter
dated March 31, 1987 to Dr. Patrick Curtin.
3 . Concrete was being placed for the remaining grade
beams GB #1, 2, 3 , 4, 5, 6,8 ,12,13 ,14 and beams B3 and
B4. No testing agency was on site during our
meeting at 11: 00 a.m.
4. Mike Keane and Joseph Standley observed a workman
from Yankee Foundations shoveling up concrete which
was washed out of the cement mixer and dumped on
the muddy ground and then placed it in grade beam
GB #1.
2 -
Mr Michael Keane, Project Manager June 24, 1987
5. We could not visually see caisson #C-1 and #C-2 to
view the vertical reinforcing rods from the caissons
to the grade beams. These vertical rods were not
inside the forms for the piers according to Report
#11 of June 19 Field Inspection of Barlow and
Gilfillen Architects. If this condition is true and
the grade beams and piers were not centered on the
caisson, this work is unacceptable.
6. Anchor bolts were being placed at pier "1-E" by John
Hansbury and a workman. We asked John where the
1/2" x 4" x 4" plate washers were which should have
been welded to the bottom nut and rod; his reply was
that the plans do not call for them. This detail is
clearly evident in several locations on the drawings
starting with S-5 "Anchor Bolt and Base Plate
Details" , "Corner Column Anchor Bolt and Base Plate
Details" , and on S-6 "Sections 22-22 and 24-24.
This omission is in conflict with the contract
documents and problems arising from this error will
be the responsibility of the contractor.
7. The center pier "Ab3b" has yet to be removed and
properly replaced as directed on June 9, 1987.
8. In addition to #2 above, the sand material being
used over the basement areas includes some stone at
least 6" in size, again in conflict with the
contract documents.
Very truly yours,
BRASKD STANDLEY ENGINEERING CO.
BY: 71'�7 oe Zd
oseph L. Standle II
JLS: jwp
BRASK AND STANDLEY ENGINEERING CO .
CONSULTING ENGINEERS
930 EASTERN AVENUE MALDEN, MASSACHUSETTS 02146
16171 324-0214
JOSEPH A.STANDLEY,P.E. JOSEPH L.STANDLEY II.P.E.
PRESIDENT 6 TREASURER VICE PRESIDENT
June 17 , 1987
Mr. Michael Keane, Project Manager
Barlow and Gilfillen Architects, Inc .
161 South Main Street
Middleton, Mass. 01949
Re: Medical Office Building
100 Highland Avenue
Salem, Mass.
Dear Mike :
The following comments are based on our field inspection
of the project on June 16th. Some of the conditions have been
noted in our earlier reports.
✓1. Form for beam "B-2" and all other grade beams have
been stripped (GB-6 ,7 ,9 ,10 , & 11) after only 15 to 18
hours from the time that the concrete was placed. The
concrete pour made in the afternoon of the 15th was
stripped in the morning of the 16th. Curing time should
be a minimum of three (3) days.
42. Both beam "B-211 and grade beam "GB-11" were poured
without the Engineer receiving details from the Contr-
actor regarding his proposed method of correcting the
missing reinforcing bars which tie the beams into the
foundation wall . We had asked for this information
several times both in letters and verbally without
receiving any data, therefore we will not be responsible
for any problems that may surface relating to these
members.
1/3 . The water stops placed in the top surface of grade beams
GB-6 ,7 ,9 ,10 & 11 consist of many short lengths and are
discontinuous. Some areas do not align properly.
l4 . Since beam IIB-211 has been poured we have no indication
whether reinforcing rods were drilled and grouted into
Pier "3aCa" to replace those omitted by the Contractor
in the original pier pour. This is unacceptable. Pier
"Cblb" still has no reinforcing bars placed to accept
its beam and therefore we assume they were not placed
in Pier "3aCa11 .
- 2 -
Mr. Michael Keane, Project Manager June 17 , 1987
15. The end of grade beam "GB-6" was cast approximately
10" to 12" from the edge of Caisson "C-4" when we
requested that it be poured to the face of the pier.
6. Regarding the question raised relating to the galvanized
steel decking; please refer to Section 05100, Part 2 ,
2. 01, F paragraph 3 which calls for galvanizing G90 .
7 . The corner steel reinforcing bars tieing grade beam
"GB-5" to "GB-6" have apparently been left out. This
condition should be corrected.
✓8 . An anchor bolt at the intersection of "GB-1" and "lc"
has been chipped out by jackhammering. This condition
should be corrected.
�9 . There is extensive jacking out of concrete at the grade
beam pockets. This problem should not have occurred.
✓ 10. The following pockets in the foundation wall do not have
all of the reinforcing bars located in the proper areas
to accept the main steel from the grade beams and also
the #4 bars which are to be located at 12" o. c. appear
to be missing.
On the "lc" Line On the "2" Line
1. "Ac-lc" (GB-1) 1. "C-2" (GB-8)
2 . "Act-lc" (GB-13)
3 . "B-lc" (GB-12)
4 . "C-lc" (GB-3)
The Contractor is to submit sketches regarding his proposed
method of correcting the problem since this situation is unaccep-
table.
Very truly yours,
BRASKi ND STANDLEY ENGINEERING CO.
BY: 2 d L l' c2-v1Ci i
Jodeph L. Standley
JLS:jwp
I ,
l`
y.
A 525
of the sheet. To minimize this condition, sheet cept product analysis, shall be made at :n:
ii I'11t 1.k:2 Toler.
heavier than 0.0291 in. (0.74 mm) should be producer's works prior to shipment. 1-.I 3 IFor,
ordered with a minimum 24 in. (610 mm) in- inspection or sampling shall be made Cor-.
side diameter and a minimum of 20 in. (508 rently with the producer's regular in>pc.:. I
fi s, mm) for thinner material. In further process- and test operations unless it causes imct'.:•
ing, such as slitting, the material should not be ence with normal operations or is othn•..c 1 Limn,,
(i
rewound on a smaller inside diameter than specified. men
received.
}. 13. Packaging,Marking,and Loading 15. Rejection and Rehearing
i 13.1 It is common practice to use the 15.1 Unless otherwise specified, any it-.. nu.ls.
over 0.1
4 methods of packaging as listed in the latest tion shall be reported to the producer wiu. , u,.er 0.4
revision of Recommended Practices A700. reasonable time after receipt of mater,. .,. ],,0.60.
Gvcr o.6
13.2 Purchaser may specify other than 13.1. the purchaser.
Ucer LI
13.3 Abrasion during transit may have an 15.2 Material that is reported to be dc::.
el. live subsequent to the acceptance at the 1=.
effect on the appearance of galvanized ste
This condition is minimized if the product is chaser's works shall be set aside, adayc.:: - 1o0.3u,
Otter fl.J
��.,. protected, and correctly identified. the 1�, t
oiled.
i?l+ ducer shall be notified as soon as pusat. F,
t 14. Inspection that an investigation may be initiated.
14.1 The producer shall afford the pur- 15.3 Samples that are representainc r;:).
chaser's inspector all reasonable facilities to rejected material shall be made avaihbd
assure him that material is being produced in the producer. In the event that the pnxl...: �•
v ' .compliance with the specification. Unless oth- dissatisfied with the rejection, he may art„
erwise specified, all inspection and tests, ex- a rehearing. g
i3 w I,n ai
¢ . . TABLE I Weight of Coating, II m N
j (Total Both Sides) I. - tl He
h lic
,
NOTE-The coating designation number is the term by which this product is specified.The weight of cnginf 1
W. 7' per square fool of sheet refers to the total coating on both surfaces. Because of the many variables and Chang n) y
,,. .. :., I l..,....for
that are characteristic of continuous galvanizing,the weight of zinc coating is not always evenly divided Del cc u. t- ,, I 1l l0,
gi l' surfaces of a galvanized sheet neither is the zinc coating evenly distributed from edge to edge.Hos t it can m,,r.it-it, 1`id n I.
expected that not less than 40 percent of the single-sot c
single-spot limit will be found on either surface. r 1
.Mot
SSar Minimum Check Minimum(k..
1Limit Triple-Spot Test Limn Single Sr,i 1.. , I. 11filit
Previous 1 d 1hn
-
Type Coating Designation Coating Class oz/ft' oz/ft.
i '
(of sheeq g/m' (of sheet) 1 "' 1 I un..e
lR,
-
r Regular G 235 2.75 2.35 717 2.00 e': - ul I
G 210 2.50 2.10 640 1.80 .,, 1 Ilm.
Ilal-
's 1 ' GIBS 2.25 1.115 564 1.60 _
503 160 c' ; ss it
G 165 2.00 1.65
f' i G 140 1.75 1.40 427 1.20 ;
B i G 115 1.50 1.15 351 L00
G 90 1.25 Commercial 0.90 275 0.80
G 60 Light Commercial 0.60 183 0.50
G 01 ... no minimum ... no minimum
iS 4' Alloyed A 60 ... 0.60 ItlJ 0.50
A 40 ,,, 0.40 122 0.30
•,r i
A01 no minimum ... no minimum
Il s
4' 418
y I
• nnPY,.ve
BRASK AND STANDLEY ENGINEERING CO .
CONSULTING ENGINEERS
930 EASTERN AVENUE MALDEN. MASSACHUSETTS 02145
1617I 324-0214
JOSEPH A.STANDLEY,P.E. JOSEPH L.STANDLEY II.P.E.
PRESIDENT A TREASURER VICE PRESIDENT
June 11 , 1987
Mr. Michael Keane,
Project Manager
Barlow and Gilfillen Archutects, Inc.
161 South Main Street
Middleton, Mass. 01949
Re: Medical Office Building
100 Highland Avenue
Salem, Mass.
Dear Mike:
The following comments are based on our field inspection
of the project on June 9th. Some of the conditions have been
noted in our earlier reports.
1. The concrete pier and footing at column "3bAb" have
been installed incorrectly and are unacceptable. The
anchor bolts have been placed off center of the pier
which will cause an eccentric loading condition to both
the pier and footing. The pier, footing and anchor
bolts must be replaced in their correct position.
2. The concrete cover on many of the #4 reinforcing bars
in the exterior face of the concrete foundation wall
is 1/2" or less which is not in conformance with the
ACI Specifications (requirement 1-1/2") .
3. The fusing of the water stop in the first concrete pour
has been done but the new section of water stop has not
been grouted into the existing concrete foundation wall.
The water stop was cut in half and there is a gap between
the bottom of the water stop and the top of the concrete
which will not prevent entrance of water. This condition
is unacceptable.
4 . Many of the anchor bolts are not aligned correctly and
some are not vertical which may present problems when
erecting structural steel columns. Anchor bolts are
missing for the W10x33 and W10x22 beam connections at the
stairs and for the W10x26 and W6xl2 beam connections at
the mechanical opening.
2 -
Mr. Michael Keane June 11, 1987
5. The concrete wall pour along the "1C" line and the
"3" line leaves no provision for the Spancrete slab
4" seat.
6 . The concrete wall from "Aa" to "Ac" along the "1C"
line has no keyway.
7. The vertical reinforcing steel in all walls are somewhat
out of alignment (not in the same plane) .
8. The horizontal water stop at the interior face of the
basement wall is out of alignment (12" according to
R. Camerlengo) and some portions appear to be attached
only to the front face of the concrete. Leaks will
probably occur here without some corrective measures
being undertaken.
9. All reinforcing steel from the grade beams to the
foundation wall is to be checked by the testing lab and
shall be placed in accordance with the original plans
and specifications and in accordance with the approved
shop drawings.
410. The grade beam reinforcing steel shall be checked by
the testing lab in accordance with the specifications.
11. Beams B1 and B2 are to be tied into piers with 8 - #5
vertical reinforcing bars as shown on drawing S-5 ,
"Typical Interior Pier @ Caisson" and "Plan Section
15 - 15 on the same sheet.
12. All honeycombed areas and stone pockets are to be
repaired.
Included with this report are copies of UTS Testings Labs
reports received by Brask and Standley on May 11 , 1987.
Very truly yours ,
BRASK AND STANDLEY ENGINEERING CO.
BY:
Joseph L. Standley II
JLS:jwp
BRASK AND STANDLEY ENGINEERING CO .
CONSULTING ENGINEERS
930 EASTERN AVENUE MALDEN. MASSACHUSETTS 02148
16171 3240214
JOSEPH A.STANDLEY.P.E. JOSEPH L.STANDLEY II.P.E.
PRESIDENT 6 TREASURER VICE PRESIDENT
June 2, 1987
Mr. Michael Keane, Project Manager
Barlow & Gilfillen Architects
161 South Main Street
Middleton, Mass. 01949
Re: Medical Office. Building
100 Highland Avenue
Salem, Mass.
Dear Mike:
As discussed at our meeting on the site today, regarding
earthwork and backfill , we would like to go on record with the
following comments :
The Building Permit is issued based on the Contract Drawings
and Specifications and they are to be adhered to in all cases.
Any deviations from these documents without the express approval
of either the Architect or the Engineer is unacceptable.
"Testing" by a soils engineer, as called for in Section 02200
Part 3 (3 . 06 Testing) , lists specifically the items of service
for which the testing laboratory is responsible. It is our
understanding, based on our discussion with Frank Rudzinsky of
UTS Testing Laboratory today, that they were notified only
yesterday by the Contractor to check the backfill material and
compaction. Mr. Rudzinsky arrived at the site at the same time
as our job meeting was scheduled (11:30 a.m. ) . At this time much
of the backfill on the exterior face of the foundation wall and
the majority of the interior backfilling under the basement slab
had been placed. We believe that the placement of this backfill
material was accomplished without adhering to the specification
requirements regarding testing.
Excavation (Section 02200 Part 3 - 3 . 02 B. "General Excava-
tion") of the basement area was to have extended down to the very
dense sand and gravel layer shown in the boring data at approxi-
mate elevation 59 . 0 and backfilled up to within 6 inches of the
underside of basement slab with compacted granular fill . Based
on our observations at the site on Sunday, May 31st, and again
today, it is our opinion that this work was not performed.
Section 02200 Part 3 - 3. 05 defines the various types of
materials to be used for filling below slabs, etc. At the job
meeting today the Contractor was observed using on-site material
2 -
Mr. Michael Keane June 2 , 1987
which was full of debris, trash, wood, and other organics to
backfill against the exterior foundation walls and under the
basement floor slab. This material would not qualify as ordinary
borrow. The Contractor' s foreman, John Hansbury, was notified
that this material was unacceptable and should be removed.
Dewatering of the excavation was not being performed while
backfilling and compaction work proceeded.
Backfilling against the exterior foundation walls was supposed
to occur after placement of the Spancrete slabs and upper concrete
wall was completed (Drawing S-4 , Detail "A") . This work is now
being performed in conflict with the Contract Documents.
This office will not be responsible for work which is not
performed in accordance with the Contract Documents.
Very truly yours,
BRASK AND S/TANDLEY ENGINEERING CO.
BY: yL 1L
Jo eph L. Standle II
JLS: jwp
BRASK AND STANDLEY ENGINEERING CO .
CONSULTING ENGINEERS
930 EASTERN AVENUE MALDEN, MASSACHUSETTS 02145
16171 324-0214
JOSEPH A.STANDLEY.P.E. JOSEPH L STANDLEY II.P.E.
PRESIDENT&TREASURER VICE PRESIDENT
June 1, 1987
Mr. Michael Keane,
Project Manager
Barlow and Gilfillen Architects
161 South Main Street
Middleton, Mass. 01949
Re: Medical Office Building
100 Highland Ave.
Salem, Mass.
Dear Mike:
Following is our response to the Contractors proposed
treatment of certain items affecting the structural work.
Item #2 - The unexcavated interior soil (basement)
remaining in place is unacceptable to us as described
in your letter of 3-31-87 to Dr. Patrick Curtin.
Item #3 - The Contractor should refer to (San Vel) shop
drawings stamped "Note Markings" (4-22-87) as
we have not been informed of which method is going
to be used.
Item #4 - The Horizontal Water Stop is to be continuous around
Columns. If not, leaking may occur.
Item #5 - Anchor bolt should not have been in conflict with
reinforcing steel if reinforcing was properly
placed.
Item #6 - How far into the wall will the #4 rods be doweled.
Item #7 - Pocket for beam B-2 is to be relocated and the
reinforcing is to that on the original drawings.
Item #8 - How the problem of the out of line water stop was
corrected is unknown to us as the next pour was in
place and we were not notified.
We would like to clear up the above items as soon as
possible.
In addition we would like the following:
1 . All job reports from the clerk of the works for the
previous week to be given to us on Tuesday mornings
of the following week. , at the jobsite meeting.
2. Reinforcing shop drawings for second floor slab.
3 . Soils & Testing Reports (including rebar placement) .
- z -
If you have any questions regarding this letter please
feel free to call and we will discuss the problem.
Very truly yours,
BRASK AN STANDLEY ENGIN RIG CO.
BY: �
oseph L. Standley IIS
BRASK AND STANDLEY ENGINEERING CO.
930 EASTERN AVENUE
MALDEN.MASSACHUSETTS 02148
100 HIGHLAND PARK April 29 , 1987
100 HIGHLAND AVE.
SALEM, MASS. 01970
Memo re field visits 4-14-87 , 4-21-87 , 4-28-87
4-14-87
1. Same problems exist as previously noted:
a. Water control.
b. Compaction of base material.
c. Re bar work on "5" line & portion of "A" & "B" Lines
without final shop drawings.
2. Lack of supervision ie clerk of works and contractor.
3 . Forms scattered through out the site excavation.
4 . Re bars in wall do not align (inside and outside) .
5 . No key was formed in the footing to tie in wall pour, re bars
at approx. 4 ' -0" o.c. were placed instead.
6 . Re bars in Caissons are bent over from other construction
operations.
7 . Inspection of the work by testing agencies as called for in
the specifications is necessary.
8 . Safety issues as discussed previously.
4-21-87
1 . Structural steel by East Coast Steel - Mark Carter (Project Eng. ) .
2 . Form work has been set up full height from approx. 3b-B on "B"
line to Approx. 5-A on "A" line.
3 . Corner (5-B) pier steel not properly aligned.
4 . Inside steel re bars along the "B" line are in contact
with the inside form.
5 . Only one pump on site to dewater.
6 . No clerk of works on site.
7 . Questions on what portions of the work has been inspected.
8 . Safety issues ie : Fence , Ladders, Excavation sides.
9 . Caissons for canopy #15 & #16 near edge of excavation care is
to be taken so as to not disturb support.
- 2 -
100 HIGHLAND PARK April 29 , 1987
4-28-87
1 . New contractor' s field man John Hansbury
2. All footings have been poured. Under what conditions the pour
was made is unknown to us (ie. wet conditions as noted previously) .
3 . Only one sump pump on site and water is standing in excavation.
(4 . At the end of the first pour adjacent to column line 3a on the
"B" line the water stop was improperly cast in the concrete
1 and is exposed towards outer face. This condition must be
corrected.
I5. The #4 bars which were to be cast into the beam pocket at 4-B
were left out. These tie G.B. #11 to the wall on the "B" line.
This condition must be corrected.
6 . Anchor bolt on pier 3a on "B" line was cast too high. This
}} condition must be corrected.
1 7 . Provisions for pocket of beam "B-2" was made below the mud
slab and not in the proper location which should have been
under the Spancrete as called for on the plans. The reinforcing
bars were also left out to tie in the end of the beam. This
condition must be corrected
° . Items #4 thru #7 are to be addressed by the contractor and his
solutions sent to us .
BRASK AND STANDLEY ENGINEERING CO .
CONSULTING ENGINEERS
930 EASTERN AVENUE MALDEN, MASSACHUSETTS 02146
161 TI 324-0214
JOSEPH A.STANDLEY.P.E. JOSEPH L.STANDLEY 11.P.E.
PRESIDENT!TREASURER VICE PRESIDENT
April 17 , 1987
Barlow and Gilfillen Architects
161 South Main Street
Middleton, Mass. 01949
Attention: Mr. Statler W. Gilfillen
Re : 100 Highland Park
Professional Building
100 Highland Avenue,
Salem, Mass.
Dear Mr. Gilfillen:
Based on our job visits and subsequent conversations with
the Clerk-Of-The-Works, Mr. Ralph Camerlengo, we are seriously
concerned with several aspects of the construction work on this
project. Most of these problem areas have been discussed with
the Contractor, or with your office, and were also included in
our memo to you dated April 13 , 1987 .
Our concerns are as follows:
1. Reinforcing steel and forms are being placed for footings
and walls without approved shop drawings as specified.
The initial submission of reinforcing steel shop drawings
was received by this office on March 18th and returned
on March 20th marked "Amend and Resubmit" . To date no
corrected drawings have been received and no approved
shop drawings issued by us.
2. According to Mr. Camerlengo, 12 foot high forms and rein-
forcing steel have been erected for two wall pours which
are scheduled for Tuesday, April 21th. He notes that
there is inadequate access for either himself or for
personnel of a testing firm to properly inspect the form-
work, cleanliness of forms , spacing and size of rebars,
etc. He also feels that placement of concrete within the
forms cannot be properly controlled so as to prevent
segregation of the concrete due to the depth of the form-
work. Concrete on this project is supposed to conform
to the requirements of ACI 301-72 which is included as a
part of Specification Section 03300 .
- z -
Barlow and Gilfillen Architects April 17 , 1987
c. Foundations walls and footings are to be poured in-the-
dry on well compacted material . All water, including
running water, should be eliminated in the areas around
the concrete pours and a proper and adequate dewatering
system employed. In our opinion, the dewatering system
in place at the site , and consisting of one sump pump,
is inadequate.
d. Other areas of concern include rebars in cast-in-place
concrete caissons which have been substantially bent
over due to construction operations; concrete forms
scattered throughout the site excavation; apparent lack
of safety precautions at the site; and rebars placed for
the full height of wall with inadequate support.
e. We strongly recommend that no concrete be placed until
shop drawings have been approved, forms and rebars
inspected, and any other deficient conditions corrected.
f. It is very important that inspection of forms, reinforcing
steel, soil compaction, and concrete work be performed
by a testing laboratory. We have received test reports
on caisson excavation and caisson concrete.
g. It has been noted on reports submitted by UTS Of Mass-
achusetts, Inc. that several of the caissons were founded
on silty sand and clay layers rather than on the very
dense sand and gravel layers as specified.
Mr. Camerlengo mentioned that he was unable to obtain the
name of the subcontracting firm installing the forms and rebars.
Qualifications and experience of subcontractors should be submitted
for the Owner' s and Architects approval.
If you have any questions or comments relating to this letter
please feel free to call our office.
Very truly yours,
BRASK #ND STANDLEY ENG NEERING CO.
BY: A.vL
oseph A. St ndley
JAS:jwp
+ RECEIVr.- .
BRASK AND STANDLEY ENGINEERING CO.
930 EASTERN AVENUE
MALDEN.MASSACHUSETTS 02149
RECEIVED SPR 1 4 19�Z
100 HIGHLAND PARK April 13 , 1987
100 HIGHLAND AVE.
SALEM, MASS. 01970
Memo re field visit 4/2/87 and job meeting and field visit 4/6/87 .
Also telephone discussions with Norman Welch 4 8/87 .
4/2/87
1 . A clerk-of-the-works should be on the site as mentioned
prior to start of work (start of Contract) .
2. Foundation walls and footings are to be poured in the dry and
on well compacted material. Running water should be eliminated
all around the concrete pours and a proper dewatering system
should be used.
3 . Use of existing site material as support of the basement slab
is not recommended by Brask & Standley (see letter from Barlow
& Gilfillen to Dr. Patrick Curtin 3/31/87) .
4 . Compaction of the material along the "5" Line appeared ques-
tionable on 4/2/87 visit.
4/6/87
1. Rebars were in place for wall on "5" Line without final shop
drawings being submitted.
2. A portion of the foundation footing has been poured along the
"5" Line. As noted previously (4/2/87) the additional
compaction of the base material and the dewatering of the area
was necessary. No field inspection was performed.
3 . Work up to this date was performed by the Contractor with no
clerk-of-the-works on site.
4 . Foundation excavation was under approximately 3, feet of water.
5 . The Welch Group should supply us with copies of all testing
required by the Specifications.
6 . The Welch Group was notified by Brask & Standley that their
Subcontractor, San-Val Corp. , has suggested alternate methods
of anchoring ends and sides of Spancrete slabs. If it is
decided by the Contractor to proceed with alternate methods,
Brask & Standley must be supplied with sketches and details
of the proposed alternate for their review and comment. The
rebar subcontractor should be notified by the Welch Group
regarding the proposed changes.
- 2 -
100 HIGHLAND PARK April 13 , 1987
4/6/87 (Con't. )
7 . Caissons adjacent to excavated areas should be protected
from damage due to the Contractor' s operations, storm water
runoff, etc.
4/8/87
1. Pocket all grade beams into foundation walls 8" deep and
12" wide for their full depth (7 locations) .
2 . Pocket beam B-2 into foundation wall 8" deep by width of
beam for full depth at pier.
3 . Grade Beam #15 and piers on caissons #12 through #16 to be
4 ' -0" deep (bottom elevation assumed to be 68 ' -9") .
Rein. steel in Grade Beam #15 - 4-#5 T. & B. with
#4 "U" stirrups, 1 @ 9" ea. end, remainder @ 18" ..
Rein. steel in Piers - 8-#51s vertical with #4 ties
@ 12" on center.
Grade Beam to be 12" wide by 4 '-0" deep.
Piers to be l ' -7" square by 4 ' -0" deep.
4 . Brask & Standley requests top elevation of caissons C-12
through C-16 and what reinforcing steel was placed in them.
5 . Vertical joints in foundation walls are to occur at 80 ' -0"
or less and are not to come within a distance of 5 ' -0" of
any corner.
6. Joints in grade beams are to occur only at caissons C-6 , C-8 ,
and C-2 , and are to be located on only one side of the pier.
BRASK AND STANDLEY ENGINEERING CO .
CONSULTING ENGINEERS
930 EASTERN AVENUE MALDEN. MASSACHUSETTS 02148
16171 324-0214
JOSEPH A,STANDLEY.P.E. JOSEPH L,STANDLEY II.P.E.
PRESIDENT6 TREASURER VICE PRESIDENT
March 26 , 1987
Mr. Michael Keane ,
Project Manager
Barlow and Gilfillen Architects
161 South Main Street
Middleton, Mass. 01949
Re : Medical Office Bldg.
100 Highland Ave.
Salem, Mass.
Dear Mike:
Following up our recent phone conversation of March 25
in which we discussed concrete work in general , we would
appreciate information from the contractor (sketches etc. )
prior to beginning any form work, indicating his intended
method of forming and pouring the footings, walls, grade beams,
beams, and intersections of any of the above including all
vertical joint locations .
Very truly yours,
BRASK AND STANDLEY ENGINEERING CO.
Joseph L. Standley I
BRASK AND STANDLEY ENGINEERING CO .
CONSULTING ENGINEERS
830 EASTERN AVENUE MALDEN. MASSACHUSETTS 02146
16171 3240214
JOSEPH A.STANDLEY.P.E. JOSEPH L.STANDLEY It.P.E.
PRESIDENT 4 TREASURER VICE PRESIDENT
February 4 , 1987
Mr. Michael Keane,
Job Captain
Barlow and Gilfillen Architects
161 South Main Street
Middleton, Mass. 01949
Re: Medical Office Bldg.
100 Highland Avenue
Salem, Mass.
Dear Mike:
In response to questions being raised regarding the use of
joist girders as primary framing members, we have the following
comments:
a. We believe that if joist girders are used for the
primary framing members in place of the wide flange
steel beams as designed, that this substitution will
produce more flexibility and vertical deflection in
the structure. In effect, we feel it would introduce
more "bounce" in the floor system then would the steel
beams which would provide a more rigid system.
U . The floor beams and their connections to the -t-el
columns are designed to resist horizontal forces
caused by wind and earthquake forces on the structure.
In our opinion, steel beams and their moment connections
are much more suitable for tranfering these forces into
the columns than are trussed joist girders which are
much lighter and more flexible.
C. Steel beams are more adaptable to field changes in
that they can be shortened by cutting or lengthened by
the addition of spliced on sections . Joist girders
are fabricated for a certain fixed span and are not
capable of being altered for changes in support locations.
d. Joist girders are made up of many individual steel
members welded together to form a truss section similar
to open web floor and roof joists. Floor and roof joists,
- 2 -
however, are spaced closely together (in our design about 4 ' -0"
on centers) and a deficiency in the fabrication of any one joist
would probably not cause any problems in the structure whereas
deficiencies in the joist girders could not be tolerated.
We hope that this information is satisfactory for your
purposes.
Very truly yours,
BRASK AND STANDLEY ENGINEERING CO.
BY: #
Jsep A. Standleyey
JAS:jwp
BRASK AND STANDLEY ENGINEERING CO .
CONSULTING ENGINEERS
830 EASTERN AVENUE MALDEN. MASSACHUSETTS 02148
18171 3240214
JOSEPH A.STANDLEV.P.E. JOSEPH L.STANDLEV II,P.E.
PRESIDENTS TREASURER VICE PRESIDENT
September 18 , 1986
Mr. Statler W. Gilfillen, Architect
139 Cutler Road
Hamilton, Mass. 01936
Re: Medical Office Building
Highland Avenue
Salem, Mass.
Dear Mr. Gilfillen:
As discussed in your office on September 9, 1986 we are
submitting the following information on the structural aspects
of the new medical office building to be located on Highland
Avenue in Salem, Mass.
The following proposed construction is based on your
preliminary layout plans (dated 8-19-86) of the Firts Floor,
Second Floor, and also the Partial Basement (no preliminary
layout plan) .
The basement will cover approximately the area under
"Office Suite #3 and one half of the "Entrance Area" (including
the stair and elevator) . Following is the proposed construction
materials.
Walls: Reinforced concrete on continuous footing
with piers and footings at column locations.
Floors: Reinforced slab on grade.
Foundation: Piers and footings below the basement floor
slab supporting the interior columns which
support the first floor framing.
The first floor framing will cover the areas of Suite
#1, #2, #3 and the "Entrance Area" (as shown on "First Floor
Plan" 8-19-86) . Following is the proposed construction materials.
I . Area above basement (Suite #3 and one half "Entrance Area")
Floor: Concrete filled metal pan deck supported by
metal bar joists framing to basement walls
and or steel beams.
Columns: Interior steel columns which support the first
floor steel beams.
- 2 -
Mr. Statler W. Gilfillen, Architect September 18 ,1986
II . Area remaining (Suite #1, #2, and one half "Entrance Area")
Walls: Exterior perimeter wall of reinforced
concrete (continuous wall footing or
grade beam) with piers and footings at
column locations.
Floor: Structural concrete slab.
Foundation: Piers and footings below the first floor slab
supporting the structural concrete slab and
the columns which support the second floor.
The second floor framing will cover the 3 open office
suites and the "Entrance Area" (as shown on "Second Floor Plan"
8-19-86) . Following--are the proposed construction materials.
Floor: Concrete filled metal pan deck supported
by metal bar joists framing to steel beams.
Columns: Perimeter and interior steel columns
supporting the second floor steel beams.
The roof framing will cover the 3 open offices on the
second floor (roofing above "Entrance Area" not determined
as of yet) . Following-are the proposed construction materials.
Roof: Insulated metal roof deck supported
by metal bar joists framing to steel
beams.
Columns: Perimeter and interior steel columns
supporting the steel roof beams.
The structural design will conform to the Commonwealth
of Massachusetts State Building Code requirements "Minimum
Uniformly Distributed Live Loads" and are as follows:
1st Floor Corridors . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .100#/ SF
Lobbies. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 100#/ SF
Corridors above 1st Floor. . . . . . . . . . . . . . . . . . . . . . . . . . 80#/ SF
Offices. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 504/ SF
Partition load allowance. . . . . . . . . . . . . . . . . . . . . . . . . . . 20#/ SF
File and equipment rooms or large concentrated loads
(Weights supplied by others) . . . . . . . . . .Check actual loads.
' - 3 - i
Mr. Statler W. Gilfillen, Architect September 18,1986
Additional borings will be necessary due to the fact
that the borings taken in June of 1986 do not clearly define
the changes in strata or extent of the various materials
and also 'the refusal material was not identified.
Very truly yours,
BRASu �ND STANDLEY UZGINEERING CC.
BY:
Joseph L. Standley, P.E.
JLS: jwp
ASUiLOING
DAILY CONSTRUCTION REPORT CHECK !,/)
❑ Sunday ❑ Wednes.:ay
. weATMeR OV6/CadT OAT 9 tG ❑ Monday ❑ Thorscoy
❑ Tuesday ® Friday
Tl MP[RATUR[!A.M 12M A=P.M ❑ Saturday
I PERSONNEL (s, C, — F M L ISUBCONTRACTORS F ! 11
1 I Sitework
2 Concrete i
3 I Masonry j -
4 Metals,Struct. &Arch. j
S j Moisture Protection& Insulation I j
6 ! Metal Doors, Windows, Glass
7 1 Carpentry
8 Tile& Floor Covering
i
9 Lath& Plaster -
10 j Plumbing I
11 H.V.A.C.
12 i Electrical __
13 Elevator
14 j Painting
-�7 Other I
16 Other j ----
17 Staff we,/r.4
TO ALS' TOTALS
EOUIP11ENT: i CONCRETE PLACED Todav -
,y J.
he^;ar:;s _ /�4�ontY 4�o.is Fgs7 f //oi r•.ti iod �ve_ o ter /
_ ___ 1�ora d rJa oar Sf¢r�fe1 Ssof wa/! — _-_
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i
p-0 -r. — ---
• ■uuoiMo /DO /fj�/o�d �i� Sy/e,.. Ms
DAILY CONSTRUCTION REPORT CHECK (�>
Q Sunday ❑ Wednesc_
w[ATA[R C/<1r DAT'//?r Ip ❑ Monday Q$" Thurio';
e ❑ Tuesday Q Fndav
TIMPSNATUR[l A.M 12 MAt]O P.M ❑ Saturday
I PERSONNEL F M L I SUBCONTRACTORS F ! 'M
1 I Sitework
2 Concrete
3 I Masonry I .
4 Metals,Strum &Arch. j
5 Moisture Protection & Insulation
6 !Metal Doors, Windows, Glass
7 1 Carpentry
8 I Tile& Floor Covering —
9 Lath& Plaster -
10 j Plumbing j
11 H.V.A.C. ---
12 Electrical
13 Elevator
14 Painting _
1-5 Other
16 Other i --
17 Staff the/tet. S en /
OTa TOTAL-
EOUIPMENT: 1 CONCRETE PLACED Today'
R__ar!:s IYPt74 ao t oil e!A /. a da-c 9,of 7 e sf w.wlo �
__--hat V4 1r4 oar �Porrrer 9D : i-4 og 7 o a . C'4�J•5lyl�c reee ..,� �r-4Lv l ..�_9 <
s Llc
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suuDu+oJe0��x
DAILY CONSTRUCTION REPORT CHECX c✓)
C/o r .
❑ Su�doy Wed'.
w[AT11cR 9 OAT. 9/ 87 19 ❑ Mo doy ❑ Thu,. .
o. D C] Tuesdoy ❑ Fnoc�
T[MP[RATVR[[A.M ISM- O l:]O P.M ❑ Saturday
PERSONNEL F M L I SUBCONTRACTORS F 11
1 I Sitework --
2 Concrete
3 Masonry
4 Metals, Struct. &Arch. —
5 1 Moisture Protection & Insulation I
6 ! Metal Doors, Windows, Glass
7 Carpentry
_T71 Tile& Floor Covering -
9 Lath&Plaster
10 j Plumbing —
11 H-VA.C.
12 ; Electrical -
I
13 1 Elevator -
14 Painting
1.5 Other ;-
16 Other = --
17 Staff. er / - --
--- T TALS' TOTALS -
10MENTc _ 1 CONCRETE PLACED Toducl.
Rc_narl;s %kaervfa/ do.d �bri�/c� airyorn se- &O'-4 arc //,r
woi/'r cs/owed . ow
!Yo r0 C%,J.r an turf L.lor/41 -
• sUi�ntMa./O6�+b/�•sd �i�l. Ss/e,..� F1y
DAILY CONSTRUCTION REPORT CHECK (�)
w 7 0 Sandoy 0 wed,-
wcAT CR.4//C„Z 02"'CLE'./ DAT. • fp ❑ Monday ❑ Thu,io
/Q�1 o Cir Tuesday 17- Pndov
T2MP[RATUR[p A•M t2M "^ t:J P.M 0 Saturday
I PERSONNEL (s C — F I M L I SUBCONTRACTORS F ! 1?
1 Sitework
2 Concrete
3 Masonry I j
4 1 Metals,Struct. &Arch.
5 I. Moisture Protection & Insulation I
6 iIN-fetal Doors, Windows, Glass
7 1 Carpentry
8 I Tile&Floor Covering
9 Lath& Plaster
10 j Plumbing
11 H.V.A.C. ---
12 Electrical _
13 I Elevator 1
14 j Painting I 1
15 Other i
16 Other ! -
17 Staff - -_
TOTALS TOTALS
EQUIPMENT: j CONCRETE PLACED Today!
Rc_arks_H9S`ea/' 110,elz E96f w-,// 70 bre+ll 440yG windows. ('GE�Fye�T lri !
levla. Ta
.Mats( .and. ensei:�r Te C6D Come/. lam /ri¢/udi+f .
Vq Mor AoPrlei.
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77 4Y'
iJ'at./--LDC a'1Ta�l_-CuGlr_ .o!'dC-r %c
I ■UILDINDleo �QA1 —
DAILY CONSTRUCTION REPORT CHECK (,f)
❑ Sunday ❑ Wed'Ca 3;
W[ATMCR DAT, 917/ $7 Ip fir Manday ❑ Thursday
❑ Tuesday ❑ Pnday
TLMPERATUR[l A.M IIM A:]0 P.M ❑ Saturdey
I PERSONNEL F M L I SUBCONTRACTORS F ! M ; ;
1 1 Sitework
Concrete
i
3 Masonry
t Metals,Struct. &Arch. j
3 Moisture Protection & Insulation j
1'Ietal Doors, Windows, Glass
7 Carpentry 1
3 Tile&Floor Covering
Lath& Plaster
j Plumbing j
1 H.V.A.C. -
i i Electrical
3 Elevator
4 Painting
i r Other i- —
`S Other -
7 Staff
TOTALS
--�-_-__-
TOTAL_STOTALS 1
EOUIPMENT: j CONCRETE PLACED Todav!
----------
116 q'-CvivCy1-y
SUILOINO /OC Plr.
DAILY CONSTRUCTION REPORT CHECX
❑ Sundoy ❑ wedres::
W[ATNER q"7oATr 9�/117 1P ❑ Monday C Th.mco,
j7 ❑ Tuesdoy Fnaav
T2MPERATVR[a A.M 12M 4:30 P.M ❑ Sotu/day
I PERSONNEL F M L SUBCONTRACTORS F ! 11
1TSitework
2 Concrete
3 Masonry
4 Metals,Struct. &Arch.
5 Moisture Protection& Insulation
6 Metal Doors, Windows, Glass
7 Carpentry
8 Tile&Floor Covering j
9 Lath& Plaster
10 j Plumbing j
11 H.V.A.C.
12 j Electrical i -
13 Elevator
14 Painting
15 Other
16 Other -
17 Stan W a/c-4 %5 si - ! --- --
TOTALS: TO—TA ES
EOL'IPMENT: 11 CONCRETE PLACED Todav!
Rc nar45 04
— -L��. ._��2_!yr /n all,�/ L✓96N C[eWif �i Oo.! 7�[��Q�le iJ ._-
_...
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' , ■UILDIHOr/d��� ISI « //'!+ S4��M �S
DAILY CONSTRUCTION REPORT CHECX t,/)
❑ suodoy G wedre
w[AT. Kft C lm p/- -DATE ?It 71,P7 1P ❑ Mo doy X Thursdo,
G E3Tuesdoy p FndOy
TUMPERATUR[!A.N 12 M 77. A:"P.M ❑ swurdoy
I PERSONNEL FTM L I SUBCONTRACTORS F ! M
IISitework
2 Concrete
3 j Masonry j
4 Metals, Struct. &Arch.
S Moisture Protection & Insulation
6 Metal Doors, Windows, Glass j
7 1 Carpentry _
8 Tile& Floor Covering
9 Lath& Plaster
10 Plumbing
12 Electrical I —_
13! Elevator
14 Painting
15 Other
16 Other
17 Staff -
_ TO ALS' TOTALS
EQUIPMENT: CONCRETE PLACED Toda9' ---
Rc^srks -
_.—___�C/c/am
_�>�N �e4ln /►dW CPQ !DV �-+� 11 _—.- ..._
su1�olMa,� o !/i�Llc�d �/t: So%.r T1s.
DAILY CONSTRUCTION REPORT CHECK (,/)
C Sunday 9 Wednesa;
WtAI. MR �Ic 9r' oAT 9//y87 1P (D Monday ❑ Th,.riav
A ❑ Tuesday [] Friday
TtMP[RATURt O A.M 12M T� A:JO P.M ❑ Saturday
I PERSONNEL F M L I SUBCONTRACTORS F ! 1S
1 I Sitework
2 Concrete I
3 I Masonry
4 Metals,Struct. &Arch. j
5 1 Moisture Protection& Insulation I __
6 Metal Doors, Windows, Glass
7 ! Carpentry
8 Tile& Floor Covering j
99 I Lath& Plaster
A Plumbing
1 H.V.A.C- --
2 j Electrical
t3 Elevator
l4 Painting
-5 other I
16 Other
7 Staff e% z,
TOTALS: TOTALS _
EQUIPMENT: j CONCRETE PLACED Today^ -
Rcmarks :.T�ud ,�7y elinf dnss�nr <► f See fl. hi��T�tner - ----
--- S:
U a i+ Bre e r e s Jr D u W04 JD///�Y�er Dr e,.e a 7�— a leM alO
SUILoiMa /00 74
DAILY
DAILY CONSTRUCTION REPORT CHECK (,F)
e��Qr ❑ Sunday [-1Wedr.s.:
w[ATM[R OAT 9�/f�� 12 C] Monday ❑ T1,.u,Oy
—�L�O JK Taesdoy ❑ Fnoav
TZMP[RATUR[4 A.M 12 M AAO P.M ❑ Sofwday
I PERSONNEL F1 M L I SUBCONTRACTORS F ! 11
1 Sitework
2 Concrete
3 I Masonry
4 Metals,Struct. &Arch. f j
5 I Moisture Protection& Insulation
6 ! Afetal Doors, Windows, Glass
7 Carpentry
8 Tile&Floor Covering
9 1 Lath& Plaster
10 Plumbing
11 H.V.A.C. -
2 Electrical
13 Elevator
14 Painting
15 Other j
16 Other --
17 � Staff t.✓e/t� S.. /. .--�- ,-
TOTALS' TOTAL-
E( L'1PMENT: j CONCRETE PLACED Today!
_
l�c:,;ar�;s 'Lt/o�y�, Atop_�./� / C� /pS�/�� S7/arri�d On Gland t✓Q!/ Scv�/i 60a�` Ce/`n ei:- -- -
-- b�rrlar oe
__-es`/--SC rW7ttA em�
2f,! f4p♦ l�swM �i. G % 4-w t
_
Y74 �w.
DAILY CONSTRUCTION REPORT CHECX (,j)
13Sunday ❑ Wedresc=
WCATHER �Ar• 1• ® Monday ❑ Thursday
p • ❑ Tuesday ❑ Friday
T[MP•RATURK•A.M 1!M 'a 4:30 P.M ❑ Saturday
I PERSONNEL F M L I SUBCONTRACTORS F ; '11
1 TSitework
2 Concrete j
3 Masonry ! j
4 Metals,Struct. &Arch. j
S Moisture Protection& Insulation I
6 :Metal Doors, Windows, Glass
7 1 Carpentry
8 Tile&Floor Covering
_ I
9 Lath& Plaster -
10 Plumbing I j
11 H.V.A.C. -'
12 j Electrical ! -
13 Elevator �u
14 Painting 1
15 Uther
16 Other --
17 � Staff w�lcln S.. --- ---
OTALS' TOTALS !
EQI1PMENT: j CONCRETE PLACED Todav
Kc_^_aris � -
-
— — G • 4Jar141en 9ai4r 1 �.1 Fl. �• os !'•e J 71, +.r 9,_
•VILDINO /0�� /fiq G�, %/9. s('ilCiif /�(•.
-DAILY CONSTRUCTION REPORT CHECX t./)
'❑ SundaY ❑ Wednescoy
W[ATN[R
C/G4/
DAT[ 727/87 to t? Monday ❑ Thursioy
u Tuesday ❑ Friday
TIM R[RATUR[.A.M IiM F2 �I.M ❑ Soturdoy
I PERSONNEL F M L . SUBCONTRACTORS TF ; m ; ;
1 Sitework
2 Concrete
3 1 Masonry
4 Metals,Strutt. &Arch. Fo s f Co: s r
I Moisture Protection& Insulation I I
6 i Metal Doors, Windows, Glass
7 ! Carpentry _..
8 I Tile& Floor Covering
9 I Lath &Plaster
0 j Plumbing ! !
1 II H�V.�1.C.
2 j Electrical !
3 ; Elevator I _
.4 Pairtina I
-3 I Other �---
-o Othcr
7 j Staff .-
_ TOTaL_S TOTAL-
EQL'1P\IENT: j CONCRETE PLACED Tudav+
-- I
!
Rc:narks 46// fi sr6 4ow 5lrtiync 6n /«n F O/o.� s f�ir�AiZ A(c ��e�rlle�Ce..�co�als o
d- wo:<crlr><oeo�wQie
is v.se /es c Z ti4✓c /ioi� �� d �lrs o� T C3oC� �/sc [.la/c� ��/__ . _-- .
Q in
7 Si' /d T r e� �'o e { o(e c/l�.i in c�.. d c vl G'a� �. F r•M . la.fv/o
'7/0
ou/ 90
. —_.—L.-..__._. ...— _ J
--
•U1Lo1Ma /Ocs f!i/G/o+d p� Sv/e,.. /1'/C.
DAILY CONSTRUCTION REPORT CHECK ct/>
❑ Sunday ❑ wednescoy
w[AT CM OlG£r DATE 7/182 ri to ❑ Mo doy ❑ Thursdoy
o a Tuesdoy ❑ Friday
T[MP9RATUR9•A.M 12 M "� _ OO a"�P.M ❑ Soturday
I PERSONNEL F M L I SUBCONTRACTORS F ; M ;
1 Sitework tj 3
2 ! Concrete
3 Masonry
4 Afetals,Struct. &Arch. j
Moisture Protection& Insulation I I
6 Metal Doors, Windows, Glass
7 I Carpentry I _
8 I Tile& Floor Covering
9 Lath &Plaster
0 j Plumbing I !
1 HN.A.C. -
2 Electrical ! _-
3 j Elevator
4 ! Painting _.
Other !
6 Other ! - ---
j Stafi -
_ TOTALS TOTALS
E-L'IPMENT: j CONCRETE PLACED Tudav!
Re^ ar!s A/� Qr u7g1 .( , t t ec/ i, sale /oce d moors /efc �, _
o(<oA e- e,4 resi+ o., s� i �s tr/c6
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9 v
- - - --�s�l Lir�r�n2a as is Sse.+� ec�
BUILDING
DAILY CONSTRUCTION REPORT CHECK (,/)
❑ SVndcy J8'wedres;oy
W[AHU oITZ 719.9 97 19 ❑ Monday ❑ Thurseoy
p ❑ Tuesday ❑ Friday
0 e
T[M P[RATUR[[A.M 12 M 7 �^P.M ❑ SOIUtdOy
I PERSONNEL L I SUBCONTRACTORS F ; M ; ;.
1 I Sitework �q(,orer � � _
2 Concrete
3 Masonry I
4 Metals,Strum &Arch. j
5 I Moisture Protection & Insulation
6 i Y'letal Doors, Windows, Glass �
7 1 Carpentry
i I -
8 i Tile& Floor Covering
9 Lath & Plaster
10 j Plumbing I !
11 I H C. I 77 --
13 j Electriral I !
13 Elevator L..
14 Painting
15 Other !
16 Other _
17 Stall
_ TOTaL_S' TOTALS
If Q-1u.1.PNTEN T: j CONCRETE PLACED Todav' _
Kc:",r!;s /Sf �/co r s/o /� //pe w �. d ril O//cc �. >aLLi�.Snc/1c iC, l/a rS/:�cLc.s_ .2 _Fn<L•r�c�s
Con d /T/6n9 S O /CSG/i,.�+A
6T/G I /
lslli! rc I w�219•�'/:nd
------err y /("±f
v
---—
rp t 9 S IS
All.
DAILY CONSTRUCTION REPORT CHECX cJ)
❑ Sundayr❑fr We&e< ay
WCATHCR C/C Q/- DAT 71� �19 ❑ A. day c.� Thursiay
6 ❑ Tuesday p Friday
TCM'CRATURC C A.M 13 M ZA a.30 P.M ❑ Saturday
I PERSONNEL (T,(,� — F M L ISUBCONTRACTORS F1 M
1 1 Sitework ! _
2 Concrete ! _
3 Masonry
4 Metals,Struct. &Arch.
S Moisture Protection& Insulation I __
6 ifetal Doors, Windows,Glass :.
7 1 Carpentry
8 Tile&Floor Covering I __
9 I Lath& Plaster
1
10 j Plumbing
11 H.V.A.C.
1.2 j Electrical I —
13 1 Elevator L.
14 Painting
15 Other i ---
16 Other
17 Staff
TOTALS' TOT.a LS
E012IPMENT: j CONCRETE` PLACED Today — —
Rcnurks "Vo ro rz s s e dem �/ a
---
-- - a e
-
- - -- --- -4X1 aY r iS C-aVVI'49a
1
BUILDING
DAILY CONSTRUCTION REPORT CHECX (if)
Q Sunday Q Wednevay
W[ATN[R ^AT[
7/3!/87 it Q Monday Q Thurscoy
a Q Tuesday EK Friday
TtMICRATUR[0 A-M 4'3or•M Q Saturday
I PERSONNEL F M L ISUBCONTRACTORS F ! M
11Sitework I
2 I Concrete
3 Masonry
4 Metals,Struct. &Arch. j
S I Dioisture Protection& Insulation
6 Metal Doors, Windows, Glass
7 1 Carpentry
8 I Tile&Floor Covering
9 Lath& Plaster -
IO j Plumbing !
11 H.V.A.C.
12 j Electrical
13 Elevator
14 I Painting
15 I Other
16 Other --
1: Staff j ` _-- --
TOT ESTOTAL-
EQL P�?EVT: j CONCRETE PLACED Tudav!
—. y ;
Reriarks Vp-)� G✓c/1 64 Jc ciclivci0 � /0 6'ezz / J/oresc CcI'IA44 G ---.---. -
---
--
%mf.tawa/00
DAILY CONSTRUCTION REPORT et+ecx c�)
nn [3 Sunday C wednes,:oy
Q
4�G$ aAy 'l3f�7 f• Monday ❑ Thursday
TM
w[11CR G ❑ Tuesday ❑ Fnaoy
TIMP[RATUR[•A.M 12MA=P.M ❑ Saturday
I PERSONNEL G C — F M L SUBCONTRACTORS F ; li
1 I Sitework
2 Concrete
3 I Masonry j
4 Metals,Struct. &Arch. ! i
S I Moisture Protection& Insulation I I
6 Metal Doors, Windows, Glass
7 1 Carpentry
8 Tile& Floor Covering
9 Lath &Plaster
IO j Plurnbing
11 H.V.A.C. I __
12 j Electrical I 13 Elevator j
14 Painting I _-
i
15 r Other
to i Other ------ -
1; j Staff I --
TOTAL-5
TOTALS
S
E(,'%L'1PN?ENT: j CONCRETE PLACED Today —
Run,.arks ion !n D ✓csS or Gdt��/ d sc3we% //�c �e {lcd --
--- --�tL�i.�" / � ✓O/YG %n �,c S�/�e � 4�c>�er /l�1 �i t3 ��t/�/✓�.
-- _ �A 7 a Gl4v e s6iu�o J1�s v� ts�r��1"- f- sd e c✓B -
tic? -/e/- D5d -
- TZ
DAILY CONSTRUCTION REPORT CHECK (�l
nn ❑ Sunday ❑ wed"es y
W[ATNWR (.i/� 4� DATE "y t 19 ❑ Monday ❑ Thursday
O to Tuesday ❑ Fdday
T[MIfGATU11[•A.N 12 M '10 P.M ❑ Saturday
I PERSONNEL M L . SUBCONTRACTORS F ; _vl ;
1 1 Sitework !
2 Concrete !
3 I Masonry I
4 AJetals,Struct. &Arch.
S I Moisture Protection & Insulation j
6 i \'fetal Doors,Windows, Glass
7 1 Carpentry
8 Tile& Floor Covering
9 j Lath & Plaster --
10 I Plumbing 1 !
11 HN.A.C.
12 j Electrical
13 j Elevator
14 Painting I
15 Other U1 1-1i it-S
16 Other I -- --
17 ; Stafi T
TOTALS: TOTAL-
E(-%L71PNiENT: j CONCRETE PLACED Tudav -
Remarks �G�t�ey VAd�r 9�D�n Ig JTi � ��J On goi'7s'. T S���e4r�r
—_Csda /efeid S we.- SYcic�/�J sn d/oce
_ 9 C// / Mer 1; 1b ou/`er-S v� vv a & a co _ue:T
/C/'17 N1 ��iG Ci' i7S S75�i1 ca i.4r )/ � --- ------
NUILDtNa00 11e1*1c.11_'60(C. 5-,9lei 1414.
DAILY CONSTRUCTION REPORT CHECK (if)
❑ Sunday Crwedn =O:
❑ Monday ❑ Thursday
wunsete GCr DAT �..r sa ❑ Tuesdoy ❑ F,ioay
0
TtMR11ATU[[t A.M IiM JG a•e P,M ❑ SOtufday
I PERSONNEL F M L ISUBCONTRACTORS F 1 .41
1 I Sitework
2 Concrete
3 I Masonry 1 j
4 Metals,Struct. &Arch.
5 I Moisture Protection& Insulation I I
6 j Metal Doors, Windows, Glass `
t
7 1 Carpentry
8 1 Tile& Floor Covering _
9 Lath & Plaster.
i0 j Plumbing
11 H.V.A.C.
12 j Electrical 1
13 Elevator =
14 Painting I . __-
15 I Othervf:lr�ie-S o0 z ` y
to Other f -=--
17 j Staff j --
TOTALS TOTAL-
EQLP\1ENj : j CONCRETE PLACED Tudav
Re.^.:ar!s 1176
c ZCewer w¢ le-r Gt vc 6eesfc d �
■UILa1M0 !bb of AR.. Se/e,c. /f?'
DAILY CONSTRUCTION REPORT CHECK (,/)
❑ S.-day ❑ Wednesco,
n/C¢/ owT �G/g7 tr ❑ Monday 15 Thursday
wuns[R ( •! ❑ Tuesday ❑ Friday
O
T[MR[RATUR[r A.M t[M 7G �9a P.M '❑ Saturday
I PERSONNEL F M L SUBCONTRACTORS F ; 1f
1 �Sitework 1
2 Concrete !
3 I Masonry
4 Metals,Struct. &Arch. i
S 1 Moisture Protection & Insulation
6 i Metal Doors, Windows,Glass �
7 t Carpentry
8 Tile& Floor Covering I
9 Lath &Plaster
10 j Plumbing
11 HN.A.C. ---
12 j Electrical
13 Elevator I _�
14 I Painting
15Othero e �U i f� sem/'fie
lid Other I -�----
r
17 I Stall ' ---
_ TOTALS TOTAL
-_.
EQLIHIMENT: j CONCRETE PLACED Tudav'
y I
ReMarls— 4n� 416m Enc Ta Glcv � rlv.r 4/
AOw co/r-f <ci - SBCJ er -.
wnwMa.Zoo Vel" /s,r 4 It� S4/e. 151r.
DAILY CONSTRUCTION REPORT CHECK c�)
❑ Sunday ❑ wednescay
wcATMctt �fc 4r ..ATS 7L?7 +a ❑ Monday ❑ Thursday
4 ❑ Tuesday (B'Friday
TZMPERATUAK a A.M 12 M 76 P.M ❑ Saturday
I PERSONNEL F M L SUBCONTRACTORS F TV
— 1 I Sitework
2 Concrete
3 Masonry I
4 Metals, Struct. &Arch. i
S I Moisture Protection& Insulation 1
6 Metal Doors, Windows, Glass l
7 1 Carpentry
8 I Tile& Floor Covering I j
9 Lath& Plaster i --
10 1 Plumbing 1
11 H.V.•1.C.
12 j Electrical
13 Elevator I
14 I Painting
—T
15 I Other ! i
to Other
1; Staf ___ _.
TOTALS: TOTAL- _
EQL'1P�?EVT: j CONCRETE PLACED fu v!
--- I
Rumar?:s /_t4c�ey G'a.uat! �t e. � and o S.rc- CU.
�t—Qrea tea .. ;!4l� 'sid c.�o�/� 70' 7�c fe � scL._ tcJe 3loyr tf' /irk . - -
//6-71 �c(s �se�e ,orey� ar! 04 stG � 671/iva7", A7lTe� rAQO C3cri�
' r.u��oiMo10 0 //i�/cn d �C. .SVlr,c• �i
DAILY CONSTRUCTION REPORT CHECX (V)
�/ '❑ &-day 0 wednewn
W[ATM[N yc�vs/„AT. G/� L/8Z to t] Monday O Thundov
t] Tuefday 10 Friday
T M►t<NAfuN[ A.Y faM Ire- Gb a'aa►.M ❑ Saturday
1 PERSONNEL C C — F M L ISUBCONTRACrORS Fj M
-1-Sitework
2 Concrete j
3 1 Masonry I
4 h'fetals,Struct. &Arch.
( Moisture Protection& Insulation j
6 Metal Doors, Windows,Glass
Carpentry i
8 j Tile&Floor Covering j
9 Lath&Plaster
10 j Plumbing I I
11 H.V 4.C. ( i --
12 j Electrical I
13 j Elevator j
14 j Painting I
15 I Other _—
i j
16 Other
17 Staff
TOTALS: TOTALS
EC U1,P.NI -N'T: CONCRETE PLACED Todav __
Rca / �L/4 iis / v�------
_— 4 oL"a�G C.� cS 99c. . .
nIt
—.—.�cQ ►S.fL uc�io o �,� o n ecka res eea - o.
10,111 net_s`_.e�C_J. --//
S e oS G ec /cN.0 1h 740 7%0
-------•16JxRn• �S/2 G i Q �a tom.j � ?? a$� _ c p�.l���i.i
C.jc,C Hec _ve.
n._ s %r
-----•-�`�/s��Ly!y�.i��PX___Gor.s��J GtJ�-/� D nTeGT��°s�2- -- - ---
•W�OIMa /DO I'"21 6A Z AUC. Jo e/( /4(1
DAILY CONSTRUCTION REPORT CHECX (�>
fl &O'day O wednes
WCAT K" 'ezVC1'c9r7- .,AT- GLy I r• O Monday J' Thuruay
C O Tuesday O friday
MMPCRATYAt•A.Y 02 M �'�a•.M O Sorulday
1 PERSONNEL (s,�� — F1 M L ISUBCONTRAcrORS F1 K
-1 1 Sitework LueIr,
1, z
2 t Concrete I
3 Masonry I
4 Metals,Struct. &Arch. ! i
S j Moisture Protection&Insulation I
6 ' Metal Doors,Windows,Glass
7 1 Carpentry i r
8 j Tile& Floor Covering j
9 Lath& Plaster
10 j Plumbing i
11 H.V.4.C. i
12 j Electrical --
13 Elevator
14 I Painting
15 1 Other
i
to 011il'f •. I �
17, tasi 6v�/c�r Su Gi-
TO ALS TOTALS '
EQUIPNIENT: CONCRETE PLACED Tudav!
t . .
N c.,narks G�G�C�N Gl mu o 4- / G -�O it bOc//� /�gn�GG /0 -417c /1G v_ CbLH oJ�G�e.�,vL
4(JG1Gy V
OL '+,4ASL'OO T!/1T 919��5 �' �4/o uT
DAILY CONSTRUCTION REPORT CHECX (V)
/ ❑ may m wedovida,
WCAT. CR C(CGr -ATG/2X/P7 ❑ Monday ❑ T rw;oy
StSu if'� ❑ Twsdoy ❑ Friday
T[M►ia ATUt[N ❑ Saturday
t PERSONNEL /� F M L I SUBCONTRACTORS F ! M
1 Sitework LJ G IGN I 'L I !
2 Concrete an ✓c a /bi r� I I
3 Masonry ! j
4 .j Metals,Struct.&Arch.
5 j Moisture Protection &Insulation
6 ' Metal Doors, Windows,Class
7 i Carpentry
$ j Tile&Floor Covering
Q �. Lath&Plaster i —
10 j Plumbing ! I
11 HN.a.C.
12 j Electrical I —
13 j Elevator i
14 j Painting !
15 Other
16 Other
l: State (,��/c S., er / --
_ TO ALS TOTALS E
EQUIPMENT: CONCRETE PLACED Tula
1\t:::'.:f1:5
_—_Taa.Qp c c(c v A 9 v c
a L u c or n/ uc /o //d o%"Sys
-----( e / e Q e c 6 DT sed e.1 f e C e
� -c e.r ey
4 c 77— c o c /ate 77T
DAILY CONSTRUCT40N REPORT CHECX (,/)
❑ Sunday . ❑ wedne=Q.
W[ATN[R �4/n -ATC to ❑ Monday ❑ Thursday
19 Tuesday ❑ Friday
TtM•[RATV R<•A.M IlM al t� a•�a P.M ❑ Saturday
I PERSONNEL F M L ISUBCONTRACTORS F ! -m j
—1—Sitework
2 Concrete C G orM I
3 j Masonry I j
4 Metals,Strum &Arch.
S j Moisture Protection& Insulation I
6 ' Metal Doors, Windows,Glass
7 I Carpentry i
B I Tile& Floor Covering j
9 j Lath&Plaster
10 j Plumbing !
11 H.V.A.C. j i --
13 j Electrical ! _
13 Elevator
14 j Painting j
15 Other j
16 Other
17 j Stat __ ._
_ TOTALS TOTALS
EQU.. .
'u�fE�T. CONCRETE PLACED Tudav!
Remarks ��d� e � So��h 0/ o e.1
T� 47- / `iv c r'C,4, cC, S QS 61!1
�r/4� d or
os%T/oq.------
- 10 9
kwr�Ar o l'c' S/c e-/ as
LL
4
DAILY CONSTRUCTION REPORT CHECK (,/)
�-��nn .--DAT- ��Hl -❑ Surwar OO WTheudrtnEe
osir
WCAwcM6V /GPSR2 +
6 0 Tusday 0 friday
MFWWATURK 6 A.M 11 M s
aha P.M 0 Saturday
I PERSONNEL F M L SUBCONTRACTORS F I -M
1 Sitework
2 Concrete Y a e a rfs I
3 j Masonry
4 TMetals,Struct. &Arch.
5 j Moisture Protection& Insulation
6 i Metal Doors,Windows, Glass j
7 ! Carpentry j
PI Tile& Floor Covering j I
9 j Lath& Plaster i
17 j Plumbing
11 H.V A.C.
12 j Electrical I
13 j Elevator I I
14 ! Painting
1 5 I Other
I
16 Other
17 j Staff (,Ja/c4
_
TOTALS' TOTALS '
PM ENT: CONCRETE PLACED Tudai<_I ---
R c:narks J�=lll ///nr AQ,/11 S'/9rG9 I/7 ce,--r 1rGT 179
---
`]CC`j..v �� Dnr /oAS A//4/.t ovll da /01/ Grade �i+t;o.N [�J4��S 9Y .S'a✓r�. E
--- Llo c.�_�ea d.i �r orero>l� /ni e-bcr.s cure �.�� n �_�r�e✓�J SorLJCr;<
_. 4rc — /� • tnc Ste'-( ul<-� �i �� — -- --
DAILY CONSTRUCTION REPORT CHECX (�)
❑ Sunday ❑ WedrWsdoy
w[AT. 911 /C Q r __ DAT r/Sr ,Y ❑ Monday ❑ Thursday
❑ Tu sdoy 15 Friday
TlM�t11ATU11[[A.M IiM �` ��a♦.M ❑ Saturday
PERSONNEL (T �� — F M L SUBCONTRACTORS F I M
1 Sitework /G I
2 ` Concrete Xors 1 !'
3 Masonry I
4 Metals,Struct. &Arch.
Moisture Protection& Insulation I
6 ketal Doors, Windows,Glass • I '
7 Carpentry I i
8 Tile&Floor Covering j
9 Lath& Plaster
IO Plumbing I
11 H.V.A.C.
12 Eiectrical I
13 Elevator t
14 Painting
15 Other � .—
lo Other I
17 Staff Wei c 67� aF _.
TOTALS TOTALS
EQ`' \IENT: CONCRETE PLACED Todav-
I
!
hc21CISoOIO!/ d �/ t
o C G 6'0/S.COi �"
vc
loci
Trs �!• gad!! i5 /i�1 d w
it's-
0c
///c
l�9rN14�t�-. Lt� G a e�<c: .Gr i s ins
t<i o/f�� �<f i c 0,4, �f o 5 o C- D i cr Z� r t._j A, 14
��cF sem/21 c c �i T 'r5,� f4—�/a r /S /!a w e�/cu v r:r� �L o sc G o.!
�ulunlMaJ� f�/�A/a.r� �•l(, S�✓Gr
DAILY CONSTRUCTION REPORT CHECX c✓>
❑ Su-day ❑ wedM=:
W[ATM[rt e/cer
—DATZ G//P P7 19 ❑ M«dav isn,,,r%,�QY
�y 1 ❑ T, sday ❑ Fnday
T Mrf11ATUHZ6 A.M I&M P.M ❑ SonudoT
I PERSONNEL 7 — F M L SUBCONTRACTORS F ; M
1 Sitewoac [oe/Gl~ o /Kee Fo.�ss y
2 Concrete j
3 Masonry I
4Metals,Struct. &Arch. j
S j Moisture Protection&Insulation
6 Metal Doors, Windows,Glass �
7 j Carpentry
8 I Tile& Floor Covering j
9 j Lath& Plaster
10 j Plumbing
11 H.V.A.C. I ' —
13 j Electrical
I3 i Elevator j -
14 I Painting
15 Other
lei Other //
17 I Stat tue,&H Su gr,
_ TOTALS' TOTAL-
E(?UP.NIVN CONCRETE PLACED Tuda v,'
!
Xemar4sL/ nc� a 1, rraoK��s o rvar , , Fr .� G�a�� 6e4., s o.r var�r - ---.-- .-
•J 13fc c/en S 1c OvL41 s
CwSSoAS wlr4
W 4 G7 x'91117 S:
iu9 �c sSf oBy�d d r�O�Q�r/><U-).,¢1e:4o/_W. S___r cr9q
cc.o. r/Nor14 o R lPix-s,& r �raw %/
/L4Z�rs 6 T_ .f
— / Q07Q/- � 1�J�oCl�� .,, areeS v.s �r /_ _ �d�� t//erdS f�e�.oB��_ /eS
--�Q-Yoj_�C_y r�.lA.TcS_��4- SCcZ�L.N iZs O.a-✓�'o! o� .w 9G�loZ�GTs.L- .�..._:--
�Cff1.Y/!i_ci��� ol�.,ir .6os�* oma.�ss
c3 r- a.&&
�YILDIMO /60
�'• /G..1 pow
DAILY CONSTRUCTION REPORT CHECK (4)
!; + ❑ Sunday ,K Wedntsd:
WCAT. MR `� DAT f /��O Ip Q Manday 0 Thursday
�Z
e e a 0 Tuesday ❑ Friday
T M►eRATY11[•A.M li M L A ►.M 0 Saturday
I PERSONNEL ' — F M L ISUBCONTR.ACrORS F1 M
1 TSitework 630Jcti
2 Concrete
3 1 Masonry
4 Metals,Struct.&Arch.
S Moisture Protection& Insulation I
6 Metal Doors, Windows,Glass
7 I Carpentry i
8. I Tile&Floor Covering j
9 Lath& Plaster i -
10 1 Plumbing
11 1 H.V.A.C.
12 j Electrical I
13 I Elevator
14 Painting
15 Other I I
16 Other � 1 —
17 Stan CtJo/o,4
TOTALS' TOTALS
'PNIENT: CONCRETE PLACED Tudav!
I ..
Re.-narks \ J h@AdJ on C' Ie2ni1,4 CJer S�i9i 6� me Ye-�o�s 47 e9/Sscr�.
'
- ,rG'q//er5 Q�4SSa.5 /6S�7�e/ ( n�i/ee iHs NV ch pCAfdYe 0- Aim
06' d c-�sv S
�2iQ 46 d �io�so� /lone c.,ere fic_d----
--5 aJg-'f�t:t✓ rin�oi r �•n � . B/�/ ark X ��e oe. to�e_d�
- -------� d wo.c dr a �e el-G. - - 1-e- zz4l
/e o , ," o c 74, jh w
C ! • o C' av e � e,So�e.. .L /iso a o� __�. ..:
°
��oata� 4�461S Rrc ScLos( ,lcd �o ourcclLS4' - e,
61S
—
.__......-•--
SUMOIMG/JO 111924 12d 4 Z01V SD�eie lexe
DAILY CONSTRUCTION REPORT �7 CHECX (,/)
❑ Sunday ❑ Wedneu:
W[A'. CR [3Mpdcy C) es
Thuday
$Tuesday ❑ Friday
T[M►eRATUR[•AM "'G I!M ` �:]a/.M ❑ Soturdpy
! PERSONNEL F M L SUBCONTRACTORS F1 M
l i Sitework w e/��, 2-
2
2 ; Concrete
3 ' Masonry j
4 i Metals,Struct. &Arch. ( j
j Moisture Protection& Insulation j
6 Metal Doors, Windows,Glass
7 Carpentry i
3 Tile& Floor Covering j
9 Lath &Plaster
10 Plumbing j I
11 H.V.A.C.
13 Electrical I
13 Elevator
14 Painting
15 Other
1fj Other
17 Staff zjmlc,4
_ TOTALS; TOTALS
EQT IP LENT: CONCRETE PLACED Tuda1_l --
la-►7 &,J
1
r 14oXMX
!/POGd le_9 fe�S�_QF /s /1'!S/
1—%00(l T�>!sw d AiS J6�i� C6 rT/O �oi- fb �4Sk FoI S'/�oc.r lisp4�5 /o pQ��ae �.
--( rsrcv� �4 /l cr esu dMGrT QAeI AC Gdnd� ��icJc
4_ e/ a, 6Yes,"5 �u/iof S visit/e_11f�rr_
--�S �c�let s..r /M r•oYeA�er.� �) �/'i(/e/1� f S�Q2-1L�._.
-- ---- 499'1,11;249 7-4 - 4, .�.
- ----L�c�L!?s_�� f/�e �1,.'s 7�or. ._4� 3••3o'Pi'f. — —•--------- - -.
•uluall.oJOo �/)z AAd Ak J;/e," �f.
DAILY CONSTRUCTION REPORT CHECX (✓)
O SurWcy, ❑ wednew;z
WCAr. U1 r•wr 6I/51i"7 1. .$r�day ❑ Thunday
O
o f ❑ Twulay, O Friday
T[MPCHATUIf[8A.M 72 ItM `^I.M ❑ Saturday
I PERSONNEL (s �' — F M L SUBCONTRACTORS F I M
1 ! Sitework Lug/ (r 2-
2 If Concrete oris.S I
3 ' Masonry I I
4 i Metals,Strum &Arch.
S 1 Moisture Protection& Insulation j
6 Metal Doors, Windows,Glass • �
7 Carpentry
8 I Tile&Floor Covering
9 i Lath&Plaster
10 Plumbing I
11 H.V.•1.C. i
12 Electrical --
13 Elevator f
14 Painting
15 Other (j En nee�iir / _-
16 Othcr -
17 Staff cve/a
_ TOTALS TOTALS
EOL IP\IENT: CONCRETE PLACED Tuda•_I --
//E T
R_,tarks e;,qj Lb=922 t.4114// ,O%WC. I .7e (?OAC /e-�ecl. —
/� y/.ro cess nF ural T o ere
n �lsc .vr ware o i fo I•etiJ4�?r .._.
_ O f Gcl Gr e. ro er etc, /O 4.r C042,1 G /i/gs G 1 e
�oa�r_inf w4c� o F,�is�.
_ Lsr'an /.zc V/ or mo // f s ccs Fns' � iS c✓4// SYZc �..:
— --���lY F'egGaSfS �iave. 9a�e. [�g._�� - e•� —.----------
---
sui�oiNo /00
RECEIVED JUN Z 1997
DAILY CONSTRUCTION REPORT CHECX (,/)
❑ Sunday ❑ Wednescoy
�4s.]Z091222/-- nAT //' 7 �a ❑ Monday Nyc❑Y Thursiay
wewTweR /,) - 'f ❑ Tuesday _Fnday
Ti MP[RATUR[SIM G � (1 tIM 711 •ao P.M ❑ Saturday
I PERSONNEL (s, C, — F M L I SUBCONTRACTORS F ! .11
1 I Sitework We(r-4T
2 ! Concrete
3 i Masonry I
4 Metals,Struct. &arch. 1 i
5 Moisture Protection & Insulation
6 Metal Doors, Windows,Glass
7 1 Carpentry
8 I Tile&Floor Covering
9 I Lath & Plaster
i0 I Plumbing !
11 HN.A.C.
1 !
Electrical
` Elevator
14 1 Painting I +
15 I Other
16 Other
1 Staff w /�h S
OTALS TOTALS
EQUIPMENT: j CONCRETE PLACED Tuda�_'
I
11_`'ar1:S ryi�iS cs 4 To C6 or /-Tic, a4 rr��_ b �sr>s C'ar�cc Ti=, s
%�r�S .O No✓�,� �1'oGeecL 7`G G'/d s'� �/� / �� 4v �'�os e_ Lc4n>.; u;i// ._6 e_
,
RECEIVED Jird t $7 ,�,�„Ma /o1Sld !'fl L54/ .�I.
DAILY CONSTRUCTION REPORT
CHECX (./)
p ❑ Sunday G wednescay '
WtA NCR DAT si [3Monday .6 Thursiov
o ❑ Tuesday ❑ Fntioy
TtMV[RATURtl A.M t=M ACOa P.M ❑ Saturday
PERSONNEL (s, (' — F M L I SUBCONTRACTORS F ! -N
1 I Sitework We,./c/,
2 Concrete
3 ! Nbsonry j
4 Metals,Struct. &Arch. j
S I N:oisture Protection & Insulation
6 Metal Doors, Windows,Glass
7 Carpentry w
8 j Tile& Floor Covering
9 Lath& Plaster i
10 j Plumbing
11 H.V.A.C.
9 j Electrical
Elevator
I ! _
14 Painting �
15 I Other
16 Otltcr --
17 Staf we/c4 S� e,-
— _
OTaLS TOTAL
EQL'lPMENT: - j CONCRETE PLACED Toduvl--
RL-!narks
—1_t�Dlle_c_ or.ss �14 Y G 9T9r cc.,..) n g/i e/
—Sc er ! c– vcr�/cc/ 6c:/J �i� Q"4x A ratic,-,..r P/ IA'13 t --- -_
_..��_•Le�_J_�_�crS�c�/unr. Mc<tnen<- ' 4// GVY</ Yc-�t�s w�rc rlo/f %c.� %�
Cd177a 3fo ad e a/ e�__ Hi t Gam (/ccr.
rli X9 ,/fie— r c9.0 ` i or d /� c�-
Src,fto'�-r — /L
SSc c o�a �' �i'�c,., <e
RECEIVED JUN L 2 9987 SU1LG1M0 /a° "� l�.,d &1 Ssl� Ali,
DAILY CONSTRUCTION REPORT CHECX (0)
/+ ❑ Sunday .g.Wednea:ay
W2AT, ZR P✓ �p AT /OY/,Y7 fa ❑ Monday ❑ Thw%,ioy
y c a ❑ Tuesday ❑ Friday
T2MRf RATUR[l A.M 12 M ck/- ?L a-]a P.M ❑ Saturday
i PERSONNEL F M L I SUBCONTRACTORS F ! M
1 —Sitework
2 ! Concrete ¢gC/oo
3 I Masonry
4 Metals,Struct. &Arch.
5 Moisture Protection& Insulation I
6 1letal Doors, Windows, Glass
7 Carpentry
8 Tile& Floor Covering j
9 Lath & Plaster --
10 j Plurnbing +
11 HN.A.C. —
Electrical
Elevator
14 Painting
155 Other
16 Other
17 Staff toe-14.4 __- --
OTALS TOT;aLT
EOUIPMENT: j CONCRETE PLACED —
i
_.—
— I i
,' I 1 }� /
11 e_�:al5
4fJS OJ ✓ Od / Gr l:�C- 6 �'-Y�j C'Cc K
6a' G C/e-, off/T
.-__-