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No. Date
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Of 40*T" 11, TOWN OF NORTH ANDOVEFE.
0 A -mi'm
-m Milk Certificate of Occupancy $
4- Building/Frame Permit
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US Foundation Permit Fee $
Other Permit Fee $
Sewer Connection Fee $
Water Connection Fee $
TOTAL $
Bullcl`ih�fnspector
106384
Div. Public Works
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Dutton & Garfield, Inc.
C01V.TRACTORS
STEPHEN E. FOSTER
Vice President
70 Flagship Drive 109 Hillside Avenue
North Andover, MA 01845 Londonderry, NH 03053
(508) 681-8600 (603) 425-2600
FAX (508) 681-7570 FAX (603) 434-9568
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L -COM FACILITY & BEECHWOOD DRIVE
LOT 2A BEECHWOOD HILL
45 BEECHWOOD DRIVE
NORTH ANDOVER, MA. 01845
TO:ROBBERT NICETTA-BUILDING INSPECTOR TOWN OF NORTH ANDOVER,MA.
FROM:STEVE FOSTER-DUTTON & GARFIELD,INC.
DATEzl/29/97
REGARDING:PERMIT PLAN REVIEW ITEMS
PLEASE FIND BELOW/ATTACHED THE ADDITIONAL INFORMATION REQUEST8D
ON PLAN REVIEW;
"FORM U" EXECUTED BY LT. WM. MARTINEAU OF THE NORTH ANDOVER FIRE
DEPARTMENT FIRE PREVENTION OFFICE (SEE ATTACHED)
HANDICAP TOILET FACILITIES ARE PROVIDED FOR BOTH SEXES (REFER TO
REVISED PLUMBING AND ARCHITECTURAL PLANS ATTACHED)
THE FOLLOWING MODIFICATIONS 14AVE BEEN MADE TO THE PLUMBING PLANS;
HANDICAPPED TOILET FACILITIES PROVIDED FOR BOTH SEXES
DRINKING FOUNTAIN PROVIDED BY OWNER (BOTTLED WATER VENDOR)
BACKFLOW PREVENTERS PROVIDED ON WATER SERVICE AND AT LOUNGE
SINK
EXECUTED CONTROLLED CONSTRUCTION AFFIDAVIT FORM IS ATTACHED
REFER TO ATTACHED LIST OF PROFESSIONAL
ARCHITECTS,ENGINEERS,SURVEYORS WHO PREPARED THE PERMIT DOCUMENTS
AND THEIR RELATED DISCIPLINES(I.E.STRUCTURAL,MECHANCIAL,ETC.)
THE STROCTURAL DESIGN CALCULATIONS CRITERIA ARE NOTED ON THE
ATTACHED SUMMARY PROVIDED BY THE BUTLER MANUFACTURING CO.
PROFESSIONAL ENGINEER.THE STRUCTURAL DESIGN FOR ALL LOADING
CONDITIONS IS ALSO FOUND ON THE BUTLER MANUFACTURING DRAWING
#D96-086873-0ID & DRAWING #D96-086873-OIE.
THE GAUGE OF ROOF DECK IS NOTED ON THE ATTACHED ROOF
SPECIFICA'T'ION SHEET FROM BU'G'LER MANUFACTURING CO.. �
0
THE FOLLOWING CLARIFICATIONS & MODIFICATIONS TO THE ARCHITECTURAL
PLANS ARE NOTED ON THE ATTACHED MEMO FROM THE ARCHITECT OF
RECORD;
TYPES OF WALL FRAMING MATERIALS
CEILING FRAMEWORK SYSTEM
R -FACTORS FOR WALLS AND CEILING
HVAC EQUIPMENT:
THERE IS NO HVAC EQUIPMENT MOUNTED ON THE ROOF
ALL HVAC EQUIPMENT IS MOUNTED ON CONCRETE PADS AT GROUND LEVEL
(REFERENCE MECHANICAL PLANS)
ALL HVAC EQUIPMENT IS LOCATED AT THE SOUTH & WEST SIDES OF THE
BUILDING (I.E. PROVIDING MAXIMUM NOISE SHIELDING TO RESIDENTIAL
ABUTTERS)
THE HVAC EQUIPMENT IS TO BE LOCATED AS NOTED ABOVE AS PART OF THE
PLANNING BOARD SPECIAL PERMIT APPROVAL DATED AUGUST 27,1996
DUTTON AND GARFIELD,INC. HAS HIRED THE PROFESSIONAL SOUND
CONSULTATION FIRM OF CAVANAUGH & TOCCI OF SUDBURY,MA. TO CONFIRM
THAT THE FINAL "AS -BUILT" CONDITION DOES NOT VIOLATE ANY
APPLICABLE NOISE STATUTE.
DUTTON AND GARFIELD WILL PROVIDE THE TOWN OF NORTH ANDOVER,MA.
DOCUMENTATION OF ANY EVALUATION/TESTING PROVIDED BY THE
PROFESSIONAL NOISE CONSULTANT
FINAL CONFIRMATION OF COMPLIANCE TO ANY NOISE ORDINANCE CAN ONLY
BE MADE UPON BUILDING COMPLETION.
S.E.FOSTER,P/JE MANAGER
C:\PROJECTS\LCOM\MEM0130A
FILE:PERMITS
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FORM U - VERIF'ICAT'ION FORM
INSTRUCTIONS: This form is used to verify that all necessary
approvals/permits from Boards and Departments having jurisdiction
have been obtained. This does not relieve the applicant and/or
landowner from compliance with any applicable local or state law,
regulations or requirements.
****************Applicant fills out this section*****************
APPLICANT: Phone
LOCATION: Assessor's Map Number Parcel
subdivision ��cr�c��cz+� /.//
Lot(s)
Street-e-j-7zr./yfl6,'1 lJ !�J �iC : St. Number
************************Official Use Only************************
RECOMMENDATIONS OF TOWN AGENTS:
Aff//A Date Approved
Conservation Administrator Date Rejected
Comments
Town Planner
Comments
W4
Food Inspector-Heaith
IV114
Septic Inspector -He lth
Comments
Date Approved
Date Rejected
Date Approved
Date Rejected
Date Approved
Date Rejected
Public Works - sewer/water connections Azul
- driveway permit
Fire Department I �J d F ,'\a (&r Z4 wJI"�
r0C,t>u,Ae4. Go -t ( go --M 0—DIC --Z -
Received by Building Inspector Date
1
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Dutton & Garfield, Inc.
70 Flagship Drive • North Andover, MA 01845
Tel.: (508) 681-8600 Fax. (508) 681-7570
109 Hillside Avenue • Londonderry, NH 03053
TeL (603) 425-2600 Fax: (603) 434-9568
CERTIFIED FOUNDATION PLAN
MIKE SERGI,
REGISTERED SERVEYOR STATE OF MASSACHUSETTS #28895
CHRISTIANSEN & SERGI
160 SUMMER STREET
HAVERHILL, MA 01830
'BUTLER' PRE-ENGINEERED STEEL BUILDING PLANS
PATRICK KREUSER,
REGISTERED PROFESSIONAL ENGINEER STATE OF MASSACHUSETTS #32934
BUTLER MANUFACTURING COMPANY
400 NORTH WEABER STREET
ANNVILLE, PA 17003
CONCRETE FOUNDATION PLANS
THEODORE GREENLAW,
REGISTERED PROFFESIONAL ENGINEER STATE OF MASSACHUSETTS #29093
595 SUMMER STREET
ROCKLAND, MA 02370
BUTLER a
BUILDER
ARCHITECTURAL PLANS
JOHN SAMUEL DUGGER,
REGISTERED ARCHITECT STATE OF MASSACHUSETTS #5197
ANDOVER DESIGN CENTER
J.S. DUGGER, AIA & ASSOCIATES
15 RAILROAD AVENUE
ANDOVER, MA 01810
MECHANICAL PLANS (PLUMBING & HVAC)
ARTHUR A. TOCCI,
REGISTERED PROFESSIONAL ENGINEER STATE OF MASSACHUSETTS #8546
CROSSFIELD ENGINEERING
65 CENTRAL STREET
GEORGETOWN, MA 01833
FIRE PROTECTION PLANS
LAWRENCE ROY,
REGISTERED PROFESSIONAL ENGINEER FIRE PROTECTION STATE OF MASSACHUSETTS #38913
ARTEC SPRINKLER CORP.
545 BROADWAY
LOWELL, MA 01854
ELECTRICAL PLANS
HENRY R. TORPEY,
REGISTERED PROFESSIONAL ENGINEER STATE OF MASSACHUSETTS #8462
RICHARD TORPEY ENGINEERING
20 PARLEE ROAD
CHELMSFORD, MA 01824
<2BUTL'a
ER
Butler Manufacturing Company
Northeast Region
400 N. Weaber Street
Annville, PA 17003
To: Steve Foster
Dutton & Garfield, Inc.
70 Flagship Drive
N. Andover, MA 01845
Fax # : (508) 681-7570
Phone * : (508) 681-8600
Steve,
Fax
Date: 1/281$7
BMC# 086873
Job Name: LCOM
Number of Pages:
Here is a summary sheet show[ng the design loads used on
tefully this will be enough. 11 not, I can bombard you with pa
please give me a call.
cc: Order Fite
the job.
�s,�� tQ not adeeuake. If you have
Sincerely,
Steven L. Seyfert
Engineer
(717) 867-3231
(717) 867-3248 (fax)
Page 1
91
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MR -24 Roof System Specifications
i. GENERAL be exposed on the weather side. A lock -
The roof shall be covered with the MR -240 roof system as seam plug shall be used to seal the lock -
furnished by Butler Manufacturing Company and installed seam portion of the panel. A hi -tensile
in accordance with the manufacturer's instructions. steel ridge cover shall span from panel clo-
2. COMPONENTS DESCRIPTION sure to panel closure and flex as the roof
2.1 Roof Panels system expands and contracts.
2.1.1 Roof panels shall be factory roll -formed 3. SYSTEM DESIGN
MR -240 panels as manufactured by Butler
Manufacturing Company; 24" wide, with 2
major corrugations, 2" high (2-3/4" includ-
ing seam) 24" on center. The flat of the
panel shall contain cross flutes 6" on center
perpendicular to the major corrugations the
entire length of the panel to reduce wind
noise and improve walkability.
2.1.2 Panel material as specified shall. be:, -.24
gage steel coated both sides with a layer of
U AL' 71'E" i mmum=zin'c alloy (approxi-
mately 55% aluminum, 45% zinc) applied
by the continuous hot dip method.
Minimum 0.55 ounce coated weight per
square foot as determined by the triple spot
test per ASTM Specification A-792,
OR
24 gage galvanized (G-90 coating), per
ASTM specification A 653 (G90), and
painted with exterior colors of Butler-
CoteO 500 FP finish system, a full
strength, 70% Kynar 5000 & Hylar
50000 fluoropolymer coating.
Manufacturer warrants that coating shall
not peel, crack, or chip for 20 years. For
a period of 20 years chalking shall not
exceed #8 - ASTM and fading shall be
5 AE Color Difference Units or less.
OR
Special materials, gages or colors as
applicable for custom designs.
2.1.3 Panels of maximum possible lengths shall
be used to minimize endlaps, eave panels
shall extend beyond the structural line of
the sidewall.
2.1.4 Panels shall be factory prepunched at
panel end to match prepunched holes in
the eave structural member. Panel end
splices shall be factory prepunched and
prenotched. Panel end splices shall be
floating and allow the roof panels to
expand and contract with roof panel tem-
perature changes.
2.1.5 Ridge assembly shall be designed to allow
roof panels to move lengthwise with expan-
sion/contraction as the roof panel tempera-
ture changes. Parts shall be factory pre -
punched for correct field assembly. Panel
closures and interior reinforcing straps shall
be installed to seal the panel ends at the
ridge. The attachment fasteners shall not
3.1 All components of the MR -240 roof paneling sys-
tem shall be designed in accordance with sound
engineering methods and practices.
3.2 MR -240 roof panels shall be designed in accor-
dance with AISI "Specifications for the Design of
Light -Gage, Cold -Formed Steel Structural
Members", or CAN/CSA-S136 "Cold -Formed Steel
Structural Members", latest edition.
3.3 Paneling system shall be designed to support
design live loads.
3.4 All endwall trim and roof transition flashings shall
allow the roof panel to move relative to the wall
panels and/or the parapets as the roof expands
and contracts with temperature changes.
3.5 The MR -240 roof panel shall not be considered to
be a safe work platform until completely secured
to the structural system. Therefore, walkboards or
other safety equipment as required by safety stan-
dards shall be provided by the erecting contractor
to provide worker safety during panel installation.
4. SYSTEM INSTALLATION
4.1 All MR -240 panel clips shall be positioned by
matching the hole in the clip with the prepunched
holes in the secondary structural members.
4.2 All MR -240 panels shall be positioned and
properly aligned by matching the prepunched
holes in the panel end with the prepunched
holes in the eave structural member and by
aligning the panel with the panel clip.
4.3 MR -240 panel sidelaps shall be field -seamed by
a self-propelled and portable electrical lock
seaming machine. The machine field forms the
final 180 degrees of a 360 degree Pittsburgh
double -lock standing seam; all sidelaps sealant
shall be factory applied.
4.4 MR -240 panel endlaps, when required, shall be
at least 6", sealed with Butler Panlastic" sealant
(weather sealing compound) containing hard
nylon beads to prevent over compression of the
sealant and fastened together by clamping
plates. The panel laps shall be joined by means
of a two-piece clamped connection consisting
of a bottom reinforcing plate and a top panel
strap. The panel endlaps shall be located
directly over, but not fastened to, a supporting
secondary roof structural member and be stag-
gered, so as to avoid a four panel lap splice
condition.
M
e
a
J. S. Dugger. AIA & A, �� O',�:��H,kUE, est g g &
15 Railroad Street PO Boa 253 Andover, MA 01810 fax 508474-9354 508-685-8600
PROJECT: L-com Inc.
TO: Robert Nicetta
Building Inspector
North Andover, MA
MEMORANDUM
DATE: January 30, 1997
RE: Plan Review of 1/27/97
..........................................................................................................................
The following information is provided per your Plan Narrative Review.
Your item number:
3. A. Interior walls will be USG metal stud and drywall system.
B. Ceilings to 2 x 2 suspended steel acoustic the ceiling systems in office areas.
4. Building insulation: Walls will have 4" Vinyl cased spun fiberglass, r 14
Roof will have 6" vinyl cased spun fiberglass, r 19
(Manufacturer's data attached)
5. A. Revised plan showing 2 H C restroom attached.
Should any additional information be required please don't hesitate to call.
FROM: John Dugger, Al
1-30-1997 5:10PM FROM P.2
a+
eurtFR
METAL BUILDING INSULATION SYSTEMS 2.5
CONVENTIONAL METAL BUILDING
ROOF APPLICATION
PUPA r
VAPOF
OWEN
CERztt
METAL
)F PANEL
Figure 4. Cwventional roof insulation
application
Component .......... Resistance
. 1 -/Outside air film (winter) ......... 0.17
o. 0 Steel roof panel . . . . . .. . . .... 0.00
9 a a Rberglas insulation blanket (R-10) .. 10.00
(1,6e z- inside air film (heat flow up) . . . . .. . 0.62
Total calculated resistance R) ...10.79
v..05() In actual practice, using the Installation
method shown in Figure 4, thermal perfor-
mance of the insulation will be reduced due
to Its being compressed between the steel
roof panels and the purlins, as shown below
(MBMA/NAIMA test values):
Nominal R -value . .. . . . . . . .. 10.00
Installed R -value, fasteners 12' centers . 6.89
Installed R -value, fasteners 6" centers . 6.11
The total transmittance through this assem-
bly is calculated as follows: U = 1/R, where
U is the total conductance and R, is the sum
of all resistances. Therefore, U = 1/10.79, or
0.093. Note that this performance calculation
assumes the full thermal performance of
three inches of Owens -Coming Fberglass
Certified R metal buillding insulation.
For more U -value information, refer to
pages 4 and 5 of the NAIMA brochure,
"ASHRAE 90.1 Compliance for Metall Build-
tgs " in Section 3 of this manual. '
There is a much better way to install
insulation in a metal building roof. And there
are greater thicknesses available in Owens -
Coming Fiberglass Metal Building Insulation.
y
11-30-1997 5:11PM FROM
TWO LAYERS OF INSULATION
INSTALLED BETWEEN PURLINS
WITH SPACER BLOCKS
This highly efficient insulation
System uses a vapor retarder faced
NAIMA 202 blanket placed between
the purlins with the retarder over-
lapping on the top face of the
I purlins. Plain Filler Blanket is
installed as a second layer, also
between the purlins. Rigid foam
thermal blocks are placed on top of
the purlins to create a thermal
break at the structural members.
P_ 3
System 4 "
(Roof Only)
„�..
_ _:►�'::ice. 1.�.
-• r�`.� `. FILLER
yi"� �•"'INSULATION
' BANDS TO SUPPORT
INSULATION
i
VAPOR RETAAMR OVERLAP
AND THERMAL BLOCK
-NAIMA 202
INSULATION
CROSS BAND
INSULATION R VALUE* FOR SYSTEM
TO MEET U -VALUE REQUIREMENT
LEGEND APPROXIMATE
THICKNESS
r R6 2 oy�l
•
B
R10 3
,4
- R1`i- -f.B
z
.07
R13 4 —,.,� ---
-- --
®Ri9 6/'
R30
IL
.t>s
_
10 (2 layers) oa.
rII,
�b
EXAMPLE — Atlanta, GA
1. Select U values for roof
and ceiling and opaque
walls from Table 1 (page 6)
or maps (page 3).
1Co^ o�+ace 2. Plot horizontal line on
-Atlanta chart at left at the required
U
0.072
U -value.
3. For compliance with
ASHRAE 90.1. systems
selected must be at or
above U value plotted.
4. For Atlanta, systems 3
+� and 4 Comply with the roof
tta requirement, and system 1
12 t23 Complies with the wall
Q127 requirement per
�
.133 .131 ASHRAE 90.1 .+3
� wsu
Comprance
Atlanta
U M141
15 151) .150
METAL BUILDING INSULATION
1a PRODUCT PRINTING
In line with Changes in the national trade
association, product printing or metal
building insulation will be changed to
.+a
NAIMA 202 in 1992,
164 'Calculation method described in ASI41AE
19Handbook of Fundamentals under para-
graph entitled The Zone Method of Calcu-
latioh. If your System is not included in
.m those shown on this and the opposite
SYSTEM I SYSTEM 3 SYSTEM 3 SYSTEM 4 page, it should be tested in a valid hot box
assembly test (Test Method ASTM C236).
5
0 01-30-1997 5:12PM FROM
a
INSULATION INSTALLED
OVER PURLINS
In this system. NAIMA 202 fiber glass
blanket insulation is rolled out over,
and perpendicular to the outside of
the structural frame; and then the
metal covering sheets are fastened
to the frame, holding the insulation in
place.
INSULATION INSTALLED
BETWEEN PURLINS
P. a
System 1
(Roof and Wall)
This method accommodates thicker
insulation without compression at the
structural members by applying the
faced NAIMA 202 between the
purlins rather than perpendicular to System 2
them. The result is better thermal (Roof Only)
efficiency. There is, however, the
problem of thermal bridging through
the structural members in direct
contact with the metal covering
sheets- Note, the vapor retarder facing
tabs on the insulation are carried up =.
over the purlin overlapping the
adjoining facing of the next course of CROSS BAND
insulation, assuring continuity of the
vapor retarder.
NAIMA 202
INSULATION INSTALLED OVER INSULATION
PURLINS OR BAR JOISTS WITH �"�-
SPACER BLOCKS
Vapor retarder faced NAIMA 202
insulation is installed over and per-
pendicular to the structure (joists or
purlins) prior to applying the roof. System 3
The insulation is installed with the (Roof Only)
vapor retarder toward the conditi-
oned space, giving a good interior
appearance that also enhances �..�
light reflectivity. Additional unlaced
fiber glass blanket filler insulation
can then be applied between the
purlins and over the first layer of
faced NAIMA 202 insulation to fill
the space formed by the roof sheet
standoffs. To further retard heat transfer at the joists,
thermal blocks of rigid foam are placed over joists
or purlins where faced insulation will be compressed.
4
SANDS TO SUPPORT INSULATION
VAPOR RETARDER OVERLAP
-"— NAIMA 202 INSULATION
TMERMALSLOCK /
N
U
01-30-1997 5:12PM FROM
U VALUE REQUIREMENTS PER
ASHRAE 90.1--1989*
(See pages 6 and 7 for actual u -values by city)
ROOFS AND CEILINGS
OPAQUE WALLS
WALLS ADJACENT TO
UNCONDITIONED SPACES
Typical
Assemblies
and Their
Associated
U values
Pages 4 and 5 of this brochure
show typical system construc-
tions and their associated
U -values when different thick-
nesses of insulation are used.
Deviations from this information
should only be made when spe-
cific test data from valid hot box
assembly tests can be pro-
vided. System 1 information
may be used for either walls or
roofs, while the remaining sys-
tems are typical of roof con-
struction only.
Disclaimer—Use of this
information does not ensure or
guarantee code compliance.
Consult local code authorities
before finalizing design.
•Rrrgmmfntlttl rnnlTum IBvl1 OI lharrtlal prr}nrmanCr,
More inaulalion 3noula be U;etl wnrrC oCono—Ca wality.
P_ 5
3
,
WA
OPAQUE WALLS
WALLS ADJACENT TO
UNCONDITIONED SPACES
Typical
Assemblies
and Their
Associated
U values
Pages 4 and 5 of this brochure
show typical system construc-
tions and their associated
U -values when different thick-
nesses of insulation are used.
Deviations from this information
should only be made when spe-
cific test data from valid hot box
assembly tests can be pro-
vided. System 1 information
may be used for either walls or
roofs, while the remaining sys-
tems are typical of roof con-
struction only.
Disclaimer—Use of this
information does not ensure or
guarantee code compliance.
Consult local code authorities
before finalizing design.
•Rrrgmmfntlttl rnnlTum IBvl1 OI lharrtlal prr}nrmanCr,
More inaulalion 3noula be U;etl wnrrC oCono—Ca wality.
P_ 5
3
61-30-1997 5:13PM FROM
s
Table 1
U VALUES FOR COMPLIANCE TO ASHRAE STANDARD 90.1--1989
1.1
W&I
CITY STATE
OPAQUE
WALLS
ROOFS &
CEILINGS
WALL
GLAZING
(FENESTRATION)
GEORGIA
0 076
0.053
ADJACENT TO
0.465
Augusta
OPAQUE
ROOFS 3
UNCONDITIONED
GLAZING
CITY STATE
WALLS
CEILINGS
SPACE
(FENESTRATION)
ALASKA
0.171
0-070
0.272
1.150
Adak
0.066
0.047
0.110
0.450
Anchorage
0.056
0.041
0.101
0.450
Annette Island
0.076
0.054
0.123
0.467
Juneau
0.064
0.045
0-107
0.450
Kodiak
0.066
0 047
0110
0.4$0
Yakutat
0.062
0.044
0.105
0.450
Bethel
0.049
0.034
0-091
0,450
Big Delta
0.048
0.033
0.089
0.450
Fairbanks
0.047
0.032
0.088
0.450
Gulkana
0.048
0.033
0.090
0.450
King Salmon
0.053
0.037
0.095
0.450
McGrath
0.046
0.031
0.087
0.450
Nome
0.047
0.032
0.088
0.450
Summit
0.047
0.032
0.086
0.450
ALABAMA
0.078
0.051
0.125
0.483
Birmingham
0.147
0.069
0.230
1.150
Mobile
0.226
0-076
0.376
1,150
Montgomery
0.175
0.070
0.279
1150
ARKANSAS
0.094
0.057
0 147
0-610
Little Rock
0.140
0-064
0 218
0.793
Fort Smith
0.131
0.059
0.203
0.769
ARIZONA
0.092
0.058
0.144
0.596
Tucson
0.224
0-059
0.372
1.150
Yuma
0.373
0-045
0.706
1.150
Phoenix
0.248
0.047
0.422
1.150
Prescott
0.108
0.064
0.167
0.686
Winslow
0.106
0.059
0.164
0.675
CALIFORNIA
0.098
0.055
0.152
0.634
Arcata
0.099
0.070
0.155
0.643
Oakland
0.146
0.094
0.226
1,150
Point Mugu
0.179
0.106
0.286
1.150
Sunnyvale
0.154
0.095
0.241
1.150
San Francisco
0.136
0-089
0.211
0.782
Santa Marla
0.142
0.091
0.221
0.797
EI Toro
0.226
0.102
0.377
1 150
Long Beach
0.236
0-105
0.397
1.150
Los Angeles
0.235
0.116
0.395
1.150
San Diego
0.263
0.117
0.454
1.150
Fresno
0.154
0.063
0.242
1.150
Red Stuff
0.147
0.060
0.230
1.150
Sacramento
0.152
0-073
0,238
1.150
Bakersfield
0.179
0.062
0.286
1.150
China Lake
0.166
0.049
0.262
1.150
Daggett
0.197
0.055
0.319
1,150
Mount Shasta
0.092
0.060
0.144
0.599
COLORADO
Colorado Springs
0.087
0.058
0.138
0.567
Omer
0.087
0.056
0137
0.560
Pueblo
0.096
0.057
0.149
0.622
Grand Junction
0.091
0.053
0.142
0.590
Eagle
0.069
0.048
0.114
0.450
CONNECTICUT
Hartford
0.085
0.055
0-134
0.545
DISTRICT OF COLUMBIA
Washington
0.102
0.061
0.159
0 658
DELAWARE
Wilmington
0.098
0.061
0.153
0.638
FLORIDA
Apalachicola
0.251
0.075
0.427
1.150
Daytona
0.371
0.087
0-702
1,150
Jacksonville
0.252
0.076
0.429
Tallahassee
0.213
0.213
0.075
0.350
1.150
Tampa
0,464
0.079
0-942
1.150
Miami
1.000
0.075
1.000
1.150
West Palm Beach
1.000
0.075
1.000
1.150
Orlando
0.491
0.076
1.000
1.150
1.1
W&I
CITY STATE
OPAQUE
WALLS
ROOFS &
CEILINGS
WALL
ADJACENT TO
UNCONDITIONED
SPACE
GLAZING
(FENESTRATION)
GEORGIA
0 076
0.053
0,123
0.465
Augusta
0.159
0.070
0.251
1.150
Atlanta
0.141
0-072
0.219
0,795
Macon
0.171
0-070
0.272
1.150
Savannah
0.193
D.075
0.313
1.150
HAWAII
0.080
0.054
0.128
0 506
Barbers Point
1.000
0.089
1.000
1.150
Hilo
1.000
0.105
1.000
1.150
Honolulu
1.000
0.084
1.000
1.150
Lihue
1.000
0.094
1.000
1.150
IOWA
Burlington
0,086
0.055
0.137
0.559
Des Moines
0.083
0.054
0.132
0.532
Sioux City
0.080
0.051
0.128
0.508
Mason City
0.073
0.049
0.119
0.450
IDAHO
Lewiston
0.094
0.059
0.147
0.611
Boise
0.091
0-057
0.143
0.593
Pocatello
0.078
0.051
0.125
0.483
ILLINOIS
Chloago
0.086
0.054
0.136
0-555
Moline
0.085
0.054
0.135
0.547
Springfield
0.094
0.057
0 147
0-610
INDIANA
Fort Wayne
0.086
0.056
0.136
0.555
Indianapolis
0.092
0.058
0.144
0.596
South Bend
0.085
0.056
0.134
0.545
Evansville
0.105
0.061
0.163
0.674
KANSAS
Goodland
0.085
O.D53
0.137
0.560
Topeka
0.097
0.056
0.151
0.629
Dodge City
0.098
0.055
0.152
0.634
KENTUCKY
Covington
0.099
0.061
0.154
0.642
Lexington
0.105
0-%3
0.163
0.672
Louisville
0.107
0.061
0-165
0.680
LOUISIANA
Baton Rouge
0.227
0.073
0.378
1.150
Lake Charles
0.240
0.075
0.404
1.150
New Orleans
0.247
0.076
0.420
1.150
Shreveport
0.175
0.066
0.278
1.150
MASSACHUSETTS
Boston
0.090
0059
0.141
0.584
MARYLAND
Patuxent
0.117
0 057
0.180
0.722
Baltimore
0.100
0.060
0.156
0.649
MAINE
Portland
0 076
0.053
0,123
0.465
Bangor
0.071
0.050
0.117
0.450
Caribou
0.063
0.044
0.107
0.450
MICHIGAN
Detroit
0.087
0.0%
0.138
0-567
Grand Rapids
0.080
0.054
0.128
0 506
Flint
0.079
0.054
0.127
0.495
Traverse City
0.073
0.050
0.120
0.450
Alpena
0.070
0.048
0.115
0-450
Sault Sainte Marie
0.064
0.045
0.108
0.450
MINNESOTA
Minneapolis
0 071
0.047
0.116
0.450
Rochester
0.071
0.049
0.116
0.450
Duluth
0.061
0-043
0.104
0.450
International Falls
0.059
0.041
0.101
0.450
MISSOURI
Columbia
0.100
0.059
0.155
0.645
Saint Louis
0.101
0.058
0.158
0.655
Springfield
0.107
0.062
0.166
0.683
r
�1
': o=•:�•''� 1
OFFICE OF BUILDING INSPECTOR ,L�, _• _
TOWN -OF NORTH ANDOVER
•,
CONSTRUCTION CONTROL _
-'L1iw_3�yI.,
. S,.(r i ..
.. .. .. �._ - - ♦._ a,lC 4u i.i'+.W.:('.:i.:_r._ .
•�� '-PROJECT NUMBER:-
READINESS OF THE PROJECT
- PROJECT TITLES
• LOCATION:
.L.o-r 4�.ieyc>c! 1e
..,..PROJECT
-
NAME OF BUILDING:
0-
_
•; NAIURE OF PROJECT:
_ 0
P
IN ACCORDANCE
&�q
WITH SECTION 127:7. 0 OF THE MASSACHUSETTS STATE BUILDING CODE,
Registration No.�%�
BEING A REGISTERED
PROFESSIONAL ENGINEER/ARCIIITECT HEREBY CERTIFY THAT I,IIAVE PREPARED
' OR DIRECTLY SUPERVISED
THE PREPARATION OF ALL DESIGN PLA2tS, CL`HPUTATI0t7S AND SPECIFICA-
TIONS CONCERIIING:
ENTIRE PROJECT
ARCHITECTURAL
STRUCTURAL Q HECIIANICAL Q
FIRE PROTECTION
Q ELECTRICAL Q OTHER (specify)= S
FOR THE ABOVE NAMED PROJECT AND THAT, TO THE BEST OF HY FUNOWLEDGE, SUCH PLANS,
COHPUTATIONS AND SPECIFICATIONS HZET THE^APPLICABLE PROVISIONS OF THE MASSACHUSETTS
STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERING PRACTICES.
AND APPLICABLE LAWS AND ORDINANCES FOR THE PROFOSED USE AND OCCUPANCY.
I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSICt7AL SERVICES AHD BE
-' PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETEPJIINE THAT
THE WCRIK IS PROCEEDIt7G I17 ACCORDAI;CE WITH THE DOCUMENTS APPROVED FOR THE BUILDING
PEL41T AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 127.2.2:
1. Pzview of s:hcp CL -swings, samples and other sum ttals of the =nt_-actor as required by the
ccnstr.:cticn c-ntract doeunents as submitted f_r L-Uildi.zS pe=dt, and approval for cenforzrazxe
to the design ccncept.
,'... ', • 2. Review and approval of the quality c.^nt_-•ol prcce!::Haes for all code -required ccntrolled
materials.
3. Special architectural or engineer -'r -S p:ofessicnal.inspecticn of critical ccnstrir_ticn carFcnerzts
requiring controlled materials or c_-rs=.,ct-_;_n specified in t_he accepted "ineering practice
standards listed in Appendix B.
PURSUANT TO SECTION 127.2.3, I SHALL SUBMIT WEEKLY KLY , A PROGRESS REPORT T ,odd
UITH PERTINENT COHHENTS TO THE NORTH ANUU'VE;1, 13UlLllIf:G 1NSYEC"1*UR_ �5�����F61
VEL DU
'
Q�
gPCt` CGF�
UPON COMPLETION
OF THE WORK, I SHALL SUBMIT A FINIAL
REPORT AS 0 THE SAI St F o �OR197
.COMPLETION AND
_
READINESS OF THE PROJECT
FOR OCCUPAtaCY.
NEWTON.
`
NH
- .
_ 0
P
i•
&�q
y `)�Y
S IGNAI-URE
�FRCTH OF
SUBS IBDD
SWORN FiIS
OF �1 %i 1/2(!4 fQ'y 19
NOTARY PUBLIC
"Malss:on
MY
COMMISSION EXPIRES
���RSSACVA\3 ��j
n
J S Dugger. AIA & A20 0)(CRATEC est H)M
15 Railroad Street PO Box 253 Andover, MA 01810 fax 508474-9354
508-685-8600
ARCHITECT'S FIELD REPORT
PROJECT: L-com
PROJECT #: 9 ` 11
DATE: 11 / 27 / 96 TIME: 11 AM
% COMPLETED: SCHEDULE:
PRESENT: AL Contarino, owner
Steven Foster, contractor
John Dugger, architect
WORK IN PROGRESS: Site work and foundations.
REPORT #: 1
WEATHER: cloudy TEMP: 40's
OBSERVATIONS: Site grading in progress.
Footings being formed. 1/2 perimeter has been poured.
Tree clearing complete
VERIFY: Soil bearing capacity report to be provided by UTS.
COMMENTS: We are in receipt of UTS soil report verifying 2 Ton per sq. ft. bearing capacity. This is
the capacity anticipated by the foundation design prepared by Theodor C. Greenlaw,
PE and submitted to the local building authority.
ACTION REQUIRED: Architect to submit affidavit for controlled construction to building dept.
ATTACHMENTS: UTS soil test report.
Notarized affidavit for controlled construction.
REPORT BY: John S Dugger, AIA
j1FC, ;r- -
CONSULTING, PLANNING, DESIGN & PROJECT MANAGEMENT
FOR OWNERS, OPERATORS & DEVELOPERS OF REAL PROPERTY
s
FROM PHONE 617 438 6216 Nov. 27 _
01:55PM P2
.
FIELD REPORT
PROJECT: L -Com - Beechwood Drive PROJECT NO:
LOCATION: No. Andover, MA WEATHER: Snow, 30's
DATE: Nov 25, 1496 CONTRACTOR: Dutton & Garfield
PURPME. A site visit was made to the referenced project to review foundation subgrade
conditions.
The project includes the construction of a manufacturing building approximately 22,400 R= in
footprint area. The building is proposed to be supported upon a conventional spread footing
foundation with slab -on -grade. Based on review of the Foundadon Plan prepared by Dutton &
Garfield dated October 31, 19% the footings were designed based upon an assumed allowable soil
beating pressure of 2 tsf.
At the time of the visit. the site had been cleared of the surficial topsoil and was excavated to
approximately finish floor grade. It was reported that earthwork grading typically included cuts
upwards of 2-8 ft* to achieve building grade. No fills are required within the limits of the building.
Foundation excavation commenced along the southern (bine 1) and western (Line G) portions of the
building as illustrated on the attached Field Sketch. Based on visual observation of the excavation
sidewall profiles, the subsurface conditions generally included stratified sand deposits. More
specifically, the soil conditions included a light brown, fine to medium sand with little to trace fine
gravel and sift. Occasional seams of medium -coarse graved and inorganic silt are embedded in this
deposit. The density of the stratified sand is expected to be medium dense based upon its sidewall
stability, physical observation and our experience in the area. No groundwater was observed in the
foundation excavation which ranged from approximately 4-10 fl in depth below the existing ground
surface elevation. Along the southern building perimeter (approx. Line i from Line B to F-) was
encountered 2 A of a sated and gravel fill underlain by a 1-2 inch topsoil layer, a 12 inch orange brown
subsoil hodwn then the stratified sand deposit_ The subsoil horizon oonsists of a fine to medium sand
with some silt and minor organic constituent as leached from the surfacc. Frequent root structure is
embedded in this layer. The perimeter HOF grade in this area is located below the subsoil and atop
the stratified sand.
The tbundation subgrade preparation includes the excavation to BOF grade within the stratified sand
deposit. The exposed subgrade is then proofrolled with several passes with a plate compactor to
denary soils loosened from the excavation. The subgrade appeared stable and competent this date
upon which to construct the foundation. Based upon the observed subsurface conditions, the
stratified sand deposit is expected to provide the designed bearing capacity of 2 tsf. Along the
southern portion of the build'in& it is recommended that the interior footings be placed below the fill
and subsoil horizon to the stratified sand. Alternatively, the fill and subsoil may be removed and
replaced with compacted structural &11 in accord in the Project Speeifieatiotrs.
s Rkhwdson Lane, Stonehn. Massatchuselts 02180 (617) 438-7755 Fax (611)438-6216
` 91'd woa-d Wd6E=C 9661 -LZ -LI
: ' '• •� Urr il•G Ur DU1LUINU 1"31'x.1 lum
-TOWN -OF NORT11 ANDOVER -`--=---
''.; !• ' CONSTRUCTION CONTROL
,.z t,. PROJECT HUMBER: _. _ , ..._ �A ;~' •. _. _.. _ _ -: a _.
.: '.':: PROJECT 21TLE1 L-c-om•
�., PROJECT LOCATION: Beechwood.:
NAME OF BUILDING:
NATURE OF PROJECT: -New Office.:--& Light Manufacturing
IN ACCORDANCE WITH SECTION 127.0 OF THE MASSACHUSETTS STATE BUILDING CODE,-
` •'' I John, S Dugger,, AIA 5197
. _ �g � Registration No.
BEING A REGISTERED PROFESSIONAL XXD0SE$/ARC11ITECT HEREBY CERTIFY THAT I, HAVE PREPARED
OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLAYS, COMPUTATIONS AI4D SPECIFICA-
-:.TIONS CONCER11ING:
'. ENTIRE PROJECT Q ARCHITECTURAL Ej STRUCTURAL MECHANICAL Q
FIRE PROTECTION Q ELECTRICAL Q OILIER (specify)=
FOR THE A30VE NAMED PROJECT AND THAT, TO THE 3'EST OF MY KNOWLEDGE, SUCH PLANS,
COMPUTATIONS AND SPECIFICATIONS MEET THE^APPLICABLE PROVISIONS OF THE MASSACHUSETTS
STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERING
PRACTICES. --AND APPLICABLE LAWS A14D ORDINANCES FOR INE PROPOSED USE AND OCCUPANCY.
I FURTHER CERTIFY THAT I SHALL PERFOP4 THE NECESSARY PROFESSICIIAL SERVICES AND BE
PRESENT ON THE CONSTRUCTION SITE ON A REGULAR A:1D PERIODIC BASIS TO DETEF11I11E THAT
THE WORK IS PROCEEDI,7G IN ACCORDANCE WITH THE DOCUMENIS APPROVED FOR THE BUILDING
PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN.SECTION 127.2.2:
:. 1. Review of shop drawings, samples and ether s,br4-ttals of the crnt_-actor as required by the
const_ructicn contract do=nent.3 as suhmitted f_z >rld S pe=..it, and apprma1 for canforrrance
to the design concept.
„'...' 2. Review and approval of the quality c.^itrol prcce yes for all code -required controlled
.' arterials.
3. Special- architectural or engineer -IS p--fessicral.insp-ecticn of critical ccnstrvrtien carpcnents
requiring controlled materials er-e„-rstnscticn specified in the accepted engineering practice
standards listed in Appendix B.
..PURSUANT TO SECTION 127.2.3, I SHALL SUBMIT WEEKLY , A PROGRESS REPORT TOGETHER
KITH PERTINENT COMMENTS TO THE NORTH ANll;;VER BUILDING INSPECTOR.
UPON COMPLETION OF THE WORK, I SHALL S'UB:iIT A FINIAL REPORT TO 11E SATISF ORY
COMPLET�.ONHAND ,READINESS OF THE PROJECT FOR OCCUPAI;CY.
SIGNATURE
S • C2gE.D"A# B 5wOKN BEFORE ME THIS DAY OF D(5i_�etN/_A 12- 19�%b
IARY\FUBLIC :._-' MY CawiiSSION ERPIR.ES
,'►
J. S. D1ujjger. AIA. & ASOSSOC NATZ2 est. 1984
15 RAILROAD STREET PO BOX 253 ANDOVER, MA 01810
508-685-8600 FAX 508-475-3489.
TRANS MITTAL
TO:
DATE:
ATM: — Roe
RE: L=
ARE SENDING YOMYATTACHED_ UNDER SEPARATE COVER VIA:J4(:)
THE FOLLOWING ITEMS:
Shop Drawings
Specifications
77 Other Invoi
Prints Plans Samples
Copy of Letter , Change Order
copies date no. description
'--Pur2ce tri
V/0 +tAUE-
JSD/MA FORMS
CLEC . (go;
S / DATE: % L/ 3
A CONTINUING TRADITION OF EXCELLENCE
CONSULTING, ENVIRONMENTAL PLAN ONG, DESIGN & PROJECT MANAGEMENT
FOR OWNERS, OPERATORS & DEVELOPERS OF REAL PROPERTY
-�j 1�-'7
GowS�G
►� Caw c�ze�C_
��
JSD/MA FORMS
CLEC . (go;
S / DATE: % L/ 3
A CONTINUING TRADITION OF EXCELLENCE
CONSULTING, ENVIRONMENTAL PLAN ONG, DESIGN & PROJECT MANAGEMENT
FOR OWNERS, OPERATORS & DEVELOPERS OF REAL PROPERTY
•
J. S. Dugger, AIA & Associates
15 Railroad Street PO Box 253 Andover, MA 01810 508-685-8600
v
June 24, 1997
Mr. Robert Nicetta
Building Inspector of North Andover
154 Rear Main Street
Town Hall Annex
North Andover, MA 01845
L
Re: L -Com Building, 45 Beechwood Drive, No. Andover, MA 01845
Dear Robert:
As the controlling architect for this project I hereby certify that to the best of my
knowledge and understanding, the work meets the Massachusetts State Building Code
requirements for design and construction. I have observed the work throughout the
construction process on a weekly basis and know of no exceptions to this certification.
In making this certification I am relying on oversight and certification by the following
licensed professional engineers in their given area of expertise:
Torpey Engineering, Electrical
Christiansen & Sergi, Site
Ted Greenlaw, Structural
Crossfield Engineering, Mechanical (Plumbing & HVAC)
Their certifications for the work which they have overseen will follow under separate
cover.
Should you require an further information from this office please contact me.
RED ARCy�T
Sincerely, ��`S SEL D�j Fes,
5 cF
za �
No. 5197
o It
-4 NH J
'ry<rF► OF W"
John S. Dugger, AIA., Principal Architect
cc: Alfred Contarino Sr.
Steven Foster
attachments
1241991
TD
r�-c� SPP
s
r
4 CERTIFICATE OF USE & OCCUPANCY
Town of North Andover
Building Permit Number 5-1 a Date
31 0111
9
4
THIS CERTIFIES THAT
THE BUILDING LOCATED ON 134MAWOOCt R 1 V t,
MAYBE OCCUPIED AS f.if ` AM V T a I fftIO /C -C- IN ACCORDANCE
WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND
SUCH OTHER REGULATIONS AS MAY APPLY.
1 NOR7q , CERTIFICATE ISSUED TO �w � � ON
ADDRESS
C
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