HomeMy WebLinkAboutMiscellaneous - 5100 Harvest Drive Bldg 5 BUILDING RLE \
5100 Harvest Drive Bldg#5
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Date. -7,! J
,4ORTN
?py`„ao ,•,�p0
3 TOWN OF NORTH DOVER
• - PERMIT FOR GA STALLATION
14% •
h
�7SSACHUSE4t
�1
This certifies that . . yv.�.�. �. 13 . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
has permission for gas installation . . .P. x :-i . . . . . . . . . .
in the buildings of . . . . A {:! . . . . . . . . . . . . . . . . . . . . . . . . .
at . . . f S,.v. Al m.11 0.'. . . III,. . . . . . . . .. North Andover, Mass.
n
Fee.2.5 6. . . . Lic. No.<31.1 : . . . . . . . �.! . . . --�. . . . . . .
GAS INSPECTOR
Check# /n e t�u
536 `1
MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO GASFITTING L).-
(Print or Type)
A-. y e.e-- Mass. Oate � -
a i Z. 6 Permit
c # 3C
Building loation d Owner's Name VA l I� e,q [.F L�
FType of Occupancy C(yS 14,,,,-zi,�
New g/ Renovatian ❑ Replacement ❑ Plans Submitted: Yesa®/
No ❑
N
W3 W N
Y
ui ¢ N ¢
� = F• N C C � < �
¢ W = U W K < ¢ Q Q W
W W _4" ¢ C ¢ W
U. o a A v c y c a v ty
sue—asMT.
BASEMENT
I ST FLOOR
2X0 FLOOR I 1
3RD FLOOR
ATH FLOOR I
STH FLOOR
6TH FLOOR
7TH FLOOR '
8TH FLOOR
stalling Company Name Youngblood Co. , Inc. Check one:
idress
32 Ashland Street Certificate
� Corporation
Haverhill , MA 01830-4143
Q.
isiness Telephone 978-373-5607 Partnership
Cl Firm/Co.
Mme of licensed Plumber or Gas Fitter David Youngblood
SURANCE COVERAGE:
've a current liability insurance policy or its substantial equivalent which meets the requirements of MGL Ch. 142.
Yes M� No ❑
1 have checked yes. please Indicate the•-type coverage by checking the appropriate box.
ity insurance policy C2!X Other
type of indemnity ❑ Bond ❑
"S INSURANCE WAIVER: I am aware that the licensee does not have the Insurance coverage required by
142 of the t Mass. General Laws. and that my signature an this permit a
I pp#ication waives this requirement.
Check one:
-,wner or Ownersagent Owner❑ Agent ❑
'hat all of the dermis and information I have submitted (or entered) in above application are true and accurate to the best of my
teat ail plumbing work and installations performed under the permit issued for this application will be,n =mpliance with ail
is of the Massachusetts State Gas Code and Chapter 142 of the General Laws.
T)a a of Ucense:
Plumber
r-"
Gastilter Signature of miler or Gas r fitter
1 ! Master license Number
LJ Joumeyman
r
�J -
i
BELOW FOR OFFICE USE ONLY
PROGRESS INSPECTION
FILIAL IIISPECTION SKETCHES
FEE
N 0,
APPLICATION FOR PERMIT TO DO GASFITTIHG
NAME 1 TYPE OF GUILDING
LOCATION OF BUILDING
PLUMBER OR OASFITTER
i
LIC. HO.
I
PERMIT GRANTED
DATE 19
GASINSPECTOR
Sent By: ; 603-659-0418; Apr-18-05 10:16AM; Page 1 /3
-Va S T `�e
ENVIRONMENTAL INS:
122 Mast Road,Suite 6,L,ee,NH 03824
603-659-0416♦Fax 603-659-04I8♦westenv(ulobo-software.com
FAX TRANSMISSION
DATE: April 15,200.5
TO: Daviel Anderson,Project Superintendent Fax#:(978)681-8333
Tocci
660 Main Street
Woburn,MA 01801
CC: Gerry Lynn Darcey Fax#:(978)327-6544
Northpoiot Development
North Andover Conservation Comm Fax#: (978)688-9542
Jay Malcoltu Fax#: (508)427.6488
J.Dore nzo Co.
FROM: Earle Chase
West Environmental,Inc. WEI#04-061MA
RE: The Meadows,North Andover,MA
SUBJECT: Environmental Monitoring Report
Number pages Attached: z
Monitoring Reports for 3/29,414 and.4/12/05 arc attached
i
Sent By: ; 603-659-0418; Apr-18-05 10:16AM; Page 2/3
r '
i
INSPECTION AND MAINTENANCE REPORT FORM
"The Meadows"
North Andover,MA 01845
T01IEC0MKXM EVE1tY 7-14 DAYSAND WnH N 24 HOURS OFA SR;NFICAPIT RAIN EVENTOF 051NCAFSnR MORE
Nave TF�'I�7u.�]WwcDISRIQ[rrrEo 1U eF.fTriscHPD WtfB n►F�PA 1VFAb�SWPPP
bmfea
ors Name: Earle Chase Date of tions 4/12/0.5
R ntinw _ West Environmental,Inc. Inst Date of Inspection: 4/4105
Qpwifications: Wetland.Scientist/Forester Last Rain Event/inches: l-l.S"nn rain on 4/2
&4/3
Client Namr- Northint Development Photos Taken? No
Contractor Name: Dorenzo Construction Any Recent SWPPP My EIN
On site Contractor Spoke wl Randy,the site C "
Consult? superintendent N Permits Posted2 Y F1 N
Erosion Control Supplies I 1Y NN
Onsite? Restock w/Hayhalea
go_astntctionActivity
CONSTRUCTION AT BUILDING 4#4 CONTINUES,EXCAVATION HAS IIECRW AT BUILDING#2;LOGGING 1S
BEING COMPLETM AT BACK Ol,PROJECT SITE;"STUMPING"IS IN PROGRESS AT MIDDLE OF PROJECT SITE
'It Fenoe/Iia bale Stn
Loeation: Repair Required:
FULL PERIMETER OF SILT FENC.F WALKLD ON 4/4/05 WILL RF.-WALK A17TER LOGGING AND SKIDDING IS
COMP[Y FD
r-atch Basin SjjjA
Location: Action Required
CONSTRUCTION PHASE IS IN EARLY STAGE(1.E.PRE-STORM DRAINS)
kLetention Basin smruo
Location; Remedial Action:
THE DETENTION BASIN APPEARS TO BE FUNCTIONING AS INTENDED, THE FLOWAGE IS TURBID,BUT
CONTAINED.
fe-warering S flue Inactive
THE FLOWAGE FROM THE EXCAVATION OF BUILDING#2 IS BEING nIR ECTED T(7 THE RECENTLY
1NSTAT.I.FD T)FTFNTION BASIN
atee C.1
THIS IS NOT AN ISSUE IN ADJACENT WETLANDS
�12M Sitabihzatlon Statin
STARII-IZAT TON EFFORTS HAVE BEEN EFFECTIVE
mnu�teJReeommendatlo
1. A PRE-CONSTRUCTION MEETING BETWEEN TOWN()E IC:IALS AND J DORENZO CO_IS PLANNED FOR
4/14/0.3 AT 1:00 PM FOR THE SEWER EXTENSION
2.THE EROSION CONTROL AT TIIE PROJECT SrrF IS BEING WELL MANAGED BY THOSE RESPCINSIBLE
*'"NOI updated 4/14/05
Sent By: ; 603-659-0418; Apr-18-05 10:16AM; Page 3/3
r
INSPECTION AND MMM MANCE RMRT FORM
%c Meadows"
North Andover,MA 01845
To&COMM-nm EVFRT7-14 DAYS Anm 1VrrMN 14 ii0[Ms of A S1GW lcAN'f RAIN Ewm- OF 0.51NC1e9 oR Moet
Nares 171 F0ZL0W1hGRA RomRFQtqiter►toBEArracA=K7fiirmgpA-AgxVW SWPPP
(SIiG6QM Wit7rU Pi7LL!lMNfikkV ivrroNPmw)
I o s Name: Earle Chase Date of In do s 3/29&4/4105
Represew ' West Envitunmemtal,Inc. Past Date of Ins oz 3/18/05
_QwdificAtions: Wetland Scientist I Forester Last Ram Event/inches: 1-L5"on rain on 4/2
&4/3;4"on 3/28
Client Name: Northpoint Developmmt Photos Taken? No
Contractor Names Dorenzo Construction AU Recent SWPPP t Y 0 N
On site Contra Spoke w/Randy,the site Perm"Posted? Y Ll N
Consult? smpen►iwr on 3/29 Erosion Control Supplies Y N
Onsite? Rqwxkw/Haybaks
ne mL4jon Acte Sts►.
BUILDING#4 IS BEING CONSTRUCTED;A DhTENTION BASIN HAS BEEN INSTAI.L.EI)IN THE NORTHEAST
CORNER OF THE PROJECT SITE;EQUIPMENT IS NOW ON SITE;THE ENTRANCE TO THE SITE HAS BEEN
SHIFTED TO THE EAST
FenceMz 1e:5
tjE.
Location: Repsla RegWrcd:
FULL PERIMETER OF SILT FENCE WALKED ON 4/4/05—THE FENCE IS SECURE
JCatch Basin State
Locanow Action Requited:
CONSTRUCTION PHASE IS IN LARLY STAGE(I-E.PRE-STORM DRAINS)
- -^iiion Basin Statu
Location: Remedial Action;
A DETENTION BASIN HAS BEEN CONS TRuc rED(AS ABOVE)AND CONTAINS FLOWAGE
ewaterin State
Active Inac '
Ater Cl„i
THERE ARE NO WATER CLARITY ISSUES IN ADJACENT WE``TLANDS
ISIOPC ScI&B-7-Ation S
THERE IS VERY LITTLE EROSION OCCURRING AT THE PROJECT SITE;SUBFACIAL RUN-OFF IS NOT
PRESENTING ANY PROBLEMS;IT DOES NOT APPEAR THAT TEMPORARY DETENTION BASINS ARE NEEDED
omment�/Recpm mendsttio
THE SITE SUPERINTENDENT HAS A GOOD UNDERSTANINDG OF BEST MANAGEMENT PRACTICES FOR
EROSION CONTROL_ THE REQUIRM NOI'S IN THE PROC USS OF 11tING UPDATED.
Chan Krieger& Associates
Architecture and Urban Design
ARCHITECT'S FIELD REPORT
Project: Oakridge Village/Maplewood Reserve
Project Number: 20407
Field Report Number: 10
Date: March 21, 2005
Time: 11:00 am
Weather: Sunny,+/-40 deg.
Report By: William Voulgaris, AIA
Work in Progress:
Bldg 5:
Framing
SIP roof construction
Window installation
Concrete slab on grade
Pool excavation
Notes:
• Slabs poured at community room, bath/lockers and exercise area
• SIP installation ongoing
• Window installation ongoing
• Roofing complete over truss-framed roof areas
• Framers completing interior wall construction
• Beginning plumbing rough-in
• Excavation for pool ongoing
Of Massachusetts
'The Construction Testing People'
Page 1
5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax)
Reinforcing Steel Report Report Date 04/04/2005
Report No. 1
Job Number 9196
Tocci Building Corp .
Project Oakridge Village-N.Andover, MA
Attn: Tony Cavallini
660 Main Street
Woburn, MA 01801 Contractor Tocci Building Corp.
CONTACT: Dave Anderson
_TIME OF INSPECTION: 10 : 00 AM
TIME OF CONCRETE PLACEMENT:
SPECIFICATION: ASTM A615 Grade 40 Grade 60 x Grade 75
ASTM A616 Grade 50 Grade 60
ASTM A617 Grade 40 Grade 60
CONTRACT DRAWINGS:A3 . 10 and A3 .30
REVISION NUMBER: DATED:
SHOP DRAWING(S):
PROJECT SPECIFICATIONS: 03300
OTHER:
DRAWINGS STAMPED: YES NO
AREA REVIEWED:
Building #5, Gunite Pool, Lines A-E at 1-5.
ATTRIBUTES: REVIEWED
Yes No
Coverage(Top x Bottom x and/or Inside Face x Outside Face x ) X
Clearance X
Cleanliness(heavy rust,scale,mud,dirt,oil,etc. not permitted) X
Bar Supports X
Bar Spacing X
Bar Quantity X
Placement and tying X
QX The details in the above described area(s)were complete at the time of this inspection.
❑X The results of this inspection were discussed with the aforementioned contact persons prior to departure from the project site.
Reinforcing in proposed gunite pool, Building #5. #3 bars• at 12" on center each way. #3
bars additional on slope, deep end walls #3 at 6" on center. Reinforcing steel appears
GENERAL REMARKS: complete and acceptable.
Sent By: ; 603-659-0418; Apr-27-05 11 :49AM; Page 1/2
WEST
ENVIRONMENTAL INC.
122:Mast Road,Suite 6,Lee,NH 03824
603-659-0416+Fax 603-059-0418♦vvestenvgobo-sofhmm.com
FAX TRANSMISSION
DATE: April 27,2005
TO: David Anderson,Project Supexintendeat Fax#:(978)681-8333
Tocci
660 Main Stmvt
Woburn,MA 01801
CC. Gerry Lynn Darcy Fax#:(978)327-6544
Nortipoint Develgxnent
North Andover Conservation Comm. Fax# (978)688-9542
Jay Malcolm Fax# (508)427-6488
J.Dorenzo Co.
FROM: Earle Chase
West Environmental,Inc. WEI#05-0I5MA
RE Route 114 Sewer Extention,N.Andover
SUBJECT: Environmental Monitoring Report
Number Pages Attached: 1
Sent By: ; 603-659-0418; Apr-27-05 11 :49AM; Page 2/2
INSPECTION AND MAINTENANCE REPORT FORM
"Route 114 Sewer Extmon—Meadows Ofid e'
Nacth Andover,MA 01845
TO AF CrAMETED F.WIT7-14 TMYc AND WfrMN 24 TRYETA.O M A RMIRr 1NTRAIN RViNrr F0:5 Mr-HES01 MM
Nm 7$ mLiomIi R '=v SIS[1MEAIojwArrACwwn8rmSP/I NPZNW�SWPPP
(Sipiw w.lrrxJ�bKurnnwlir�n�v�rx:evPtuv)
s Namw. Farle Clam D=of hnpmnm s 4/20/05
west EnvimnMental,Inc. Isst Dom of i Fust formal inspection
'ficadons: wetland Scientist/Forester Inst Rain Event!inches None
Photos Taken? Nu
Client Name: North Dodopmem Any Recent SWPPP MY N
Contractor Name: .Dorenm Goumction
On site Contractor Mer w/Jay:& Randy m 4/19 lNecessmy Permits Paebed? Y N
Colusult? ac pre2anstn,ctinn mating Erosion Control Supplies gy N
Oadw?
{Situated at project site due to liability and space constraints)
nsuuct n Stn
SILTATION FENCE AND HAYBAL>:S INS'T'ALLED ON 4/15/4,5 AND 4119/45;WATER PIPE BEING OFF-LOADED
DRIMING(TO DETERMINE PRESENCE OF LEDGE)IS OCCURRING.
Put reYiC�E1CAylsAlC Sc� __
Location: Repair Required
INSTALLLD AS PER PLANS THE SILT FENCE HAS BEEN TRENCHED APPROPRIATELY AND
HAYBALES ARE DOUBLE-STAKED-
Basin State
Locati(m, Action Required
NOT APPLICABLE
tion Basin
Location: Remaiial Action_
NOT APPLICABLE
ocwatcaag' Scat Active /
THE ENVIRONMFNTAT.MONITOR M1 JST RF.NOTiFVM OF ANY nFWATFRiNG,ACTIVITY
AtCi Clali
THERE ARL NO WATER CLARITY ISSUES
aStabitionStn
NOT APPLICABLE AT THIS TIMF, TRENCHES WILL BE FELLED AS THEY ARE EXCAVATED.
taJRoaotntoerrdati .
1. THE ADJACENT WETLAND BOUNDARY WAS REFRESHF"D WPTH NFW FIAGGING
2. PREPARE FOR POTENTIAL DL•WATLRING
Sent By: ; 603-659-0418; Apr-27-05 11 :39AM; Page 1/2
VaST
ENVI'LIC)NMENTAL im.
122 Mast Road,Suite 6,Lou,NH 03824
603-659-0416♦Fax 603-659-0418*westenv(YOo-soRwamkom
FAX TRANSMISSION
DATE: April 27,2005
TU: David Anderson,Project Supeantendent Fax#:(978)681-8333
Toed
660 Main Street
Woburn,MA. 01801
CC: Gerry Lynn Darcy Fax#:(978)327-6544
Northpoint Development
North Andover Conservation Comm- Fax#: (978)688-9542
Jay Malcolm Fax#:(508)427-6488
J.Dm=w Co.
FROM: Earle Chase
West Environmental,Inc. WEl#05-023MA
WE The Meadows Onsite,North Andover
SUBJECT: Environmental Monitoring Report
Number pages Attachad: 1
Sent By: ; 803-859-0418; Apr-27-05 11 :40AMA; Page 212
1
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INSPECTION AND MAIN`t MANCE REPORT FORM
"The Meadows(onsite).
North Andover.MA 01845
TO RF.UNN FTFn F?VF2T 7-14 nATS AND WffMff 24 H(XT Li Or-A 4GRWANT RAIN&M OFQS INCHO oe MORE
JVgm 7fffANt0wzw4E4o IsAl9ivAtwrossITTi1cmwin rmEPAdWW95SWwr
(b7►3�AlWA7FRA2[1118GWPlES+J�MIgNPYAN)
I as Name: Earle Chase Date of s 4/20/05
West Environmental,Inc Inst Dobe of • n: 4/12105
Wetland Sckmda/Forester Last Rani Event/inches: Name
Photos Taken? No
Client Name: North meat Any Re mnt SWPPP Y N
Contractor Name: Dore=Construction Chnamro
On site Contractor SIX11ce w/Jay Mal rnhD&c Necessm Permits PMa? ggY N
Consnit? Rmidy on 4/19-talked with Erosion Control Supplies MY N
water m 4120 Onsite?
/l,ctir►Icy
CONSTRUCTION AT BUILDING 04 CONTINUES;FOUNDATION FOR THE BUILDING ADJACENT ROUTE 114
HAS BEEN INSTALLED;FOUNDATION WALL TRENCHES HAVE BEEN EXCAVATED AND FOOTING FORMS
PLA®FOR THE BUILDING ADJACENT THE SOUTHERN BOUNDARY;GRADE STAKES ARE BEING
ES'T'ABLISHED AT THE MIDDLE OF THE PILOJECT SITE
.t File State
Location: Ilcp;ir 1twhtd:
FULL PERIMETER OF SILT FENCE AND HAYBALES WAS WALKED ON 4/4/05-THERE WAS NO DAMAGE
TO THIS WESTERN PERIMETER DURING THE FINAL LOGGING PHASE
Basin Sta
Location: Actkm Required:
CONSTRUCTION PHASE IS IN EARLY STAGE(I.E.PRE-STORM DRAIN CONSTRUCTION)
ention Basin Stai,� .
Lncat[an Remedial Action:
THE DETENTION BASIN(AT THE SOUTHEAST CORNER OF THE PROJECT SITE)IS FUNCTIONING AS
INTENDED. THE BASIN IS HOLDINGFLOWAGE—THIS FLOWAGE IS TURBID,BUT CONTAINED.
Active / nacti
stet
THERE ARE NO WATER CLARITY ISSUES IN ANY ADJACtNT wE-TLANDS
Salah
HISTORICAL RUBBLE/FIL.L APPEARS TO HAVE FACILITATED DRAINAGE AT THE PROjEC`f SITE. A WATER
TRUCK HAS BEEN EMPLOYED TO PROVIDE SPRAYING AND DUST CONTROL
mmmendarino
THE OPERATIONS AT THE PROJECT.SiTE ARE VERY METHODICAL SITE ACTIVITIES HAVE BEEN
COMPARTMENTALIZED. THE PROJECT SITE IS BEING WELL MANAGED BY THOSE RESPONSIBLE
PRESENTLY,APPROPRIATE MEASURES ARE BEING TAKEN BEFORE RECOMMENDATIONS HAVE TO BE
MADE
"ON01 updated 4/14/05
Chan Krieger& Associates
Architecture and Urban Design
ARCHITECT'S FIELD REPORT
Project: Oakridge Village/Maplewood Reserve
Project Number: 20407
Field Report Number: 10
Date: March 21, 2005
Time: 11:00 am
Weather: Sunny, +/- 40 deg.
Report By: William Voulgaris,AIA
Work in Progress:
Bldg 5:
Framing
SIP roof construction
Window installation
Concrete slab on grade
Pool excavation
Notes:
• Slabs poured at community room, bath/lockers and exercise area
• SIP installation ongoing
• Window installation ongoing
• Roofing complete over truss-framed roof areas
• Framers completing interior wall construction
• Beginning plumbing rough-in
• Excavation for pool ongoing
i
Chan Krieger& Associates
Architecture and Urban Design
i
ARCHITECT'S FIELD REPORT
Project: Oakridge Village/Maplewood Reserve
Project Number: 20407
Field Report Number: 11
Date: March 28, 2005
Time: 11:00 am
Weather: Overcast, +/- 50 deg.
Report By: William Voulgaris,AIA
Work in Progress:
Bldg 5:
Insulation
Plumbing
Mechanical
Electrical
Pool construction
Notes:
• SIP installation complete
• Roofing ongoing over SIPS area
• Insulation at exercise area and lockers
• Plumbing rough-in ongoing
• Mechanical duct installation ongoing
• Electrical rough-in ongoing
• FP rough-in ongoing
• Rebar for pool ongoing
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Chan Krieger& Associates
Architecture and Urban Design
ARCHITECT'S FIELD REPORT
Project: Oakridge Village/Maplewood Reserve
Project Number: 20407
Field Report Number: 12
Date: April 11, 2005
Time: 11:00 am
Weather: Overcast, +/- 50 deg.
Report By: William Voulgaris,AIA
Work in Progress:
Site:
Site clearing
Bldg 5:
Insulation
Plumbing
Mechanical
Electrical
Pool construction
Siding
Building 2:
Foundation excavation
Notes:
Building 5
• Siding installation progressing at south and east walls
• Roofing complete
• Drywall installation commencing in lockers, community room and exercise area
• Plumbing rough-in complete
• Mechanical duct installation ongoing
• Electrical rough-in ongoing
• FP rough-in ongoing
• Concrete at pool complete
• Exterior door installation ongoing
Building 2
• Foundation excavation commencing
R
Chan Krieger& Associates
Architecture and Urban Design
ARCHITECT'S FIELD REPORT
Project: Oakridge Village/Maplewood Reserve
Project Number: 20407
Field Report Number: 13
Date: April 20,2005
Time: 1:00 pm
Weather: Sunny, +/- 50 deg.
Report By: William Voulgaris,AIA
Work in Progress:
Site:
Site clearing
Bldg 5:
M-E-P installation
Exterior siding
Interior finish work
Pool
Building 2:
Foundation rebar and footings
Building 3:
Foundation excavation
Notes:
Building 5
• Siding installation near completion
• Drywall installation complete in lockers, community room and exercise area
• Painting prep beginning
• Community room fireplace installed
• Mechanical duct installation ongoing
• Electrical rough-in ongoing
• FP rough-in ongoing
• Wood ceiling finish at pool ongoing
• Exterior door installation complete
a
Building 2
• Foundation excavation complete
• Footings complete
• Frost wall rebar installed
• Frost wall concrete partially poured
• Foundation insulation installation ongoing
Building 3
• Foundation excavation commencing
i
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Chan Krieger& Associates
Architecture and Urban Design
ARCHITECT'S FIELD REPORT
Project: Oakridge Village/Maplewood Reserve
Project Number: 20407
Field Report Number: 14
Date: April 25, 2005
Time: 1:00 pm
Weather: Sunny, +/- 60 deg.
Report By: William Voulgaris, AIA
Work in Progress:
Site:
Site clearing
Bldg 5:
M-E-P installation
Exterior siding
Interior finish work
Pool
Building 2:
Foundation rebar and footings
Building 3:
Foundation excavation and rebar
Notes:
Building 5
• Siding installation near completion
• Drywall installation ongoing at pool
• Painting in locker and community room area
• Prep for ceiling finish at pool room
• Mechanical duct installation ongoing
• Electrical installation ongoing
• FP installation ongoing
• Pool curbing and perimeter drain installed
• Exterior cast stone installation ongoing
r
r
Building 2
• Frost wall concrete complete
• Foundation insulation complete
• Excavation for interior footings
Building 3
• Foundation excavation ongoing
• Rebar placement for footings ongoing
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Sent By: 603-659-0418; filar-22-05 11 :00AM; Page 112
•
'VaST Z*,e
ENVIRONMENTAL SNA,
122 Mast Road,Suite 6,Lee,NH 03824
603-659-0416•Fax 603-659-0419♦We9tem @lobo-software-e0m
FAX TRANSMISSION
DATE: March 22,2005
TO: David Anderson,Project Superintendent Fax#:(978)681-8333
Tocci
660 Main Street
Woburn,MA 01801
CC: Ckerry Lynn Darcey Fax*(978)327-6544
Northpoint Development
North Andover Conservation Comm. Fax*(978)688-9542
FROM: Earle Chase
West Environmental,Inc. WEI 04-061MA
RE: The Meadows,North Andover, MA
SUBJECT: Environmental Monitoring Report
Number Pages Attached: 1
Sent By: L 603-659-0418; Mar-22-05 11 :00AM; Page 2/2
y '
INSPECTION AND MAINTENANCE REPORT FORM
"The Meadows"
North Andover,MA 01845
To Rr t zwpLiirEu EvERY 7.141)AYR ANu Wrrti1N 24 HO1.1AS or-A SICNIFICAN i RAIN EvENIOF 4.5 I NCNlS oA MORE
No7F•TN7:Iat1oW/NI;RE("XDl AEEQUIRtt72VXk'ArTACAEDWJrTHrRU PA NPLM!0 SWppp
(b'7'bRM WA7ERF01-f1 770NAWvm7Y1xVP/ )
InSWtCTrCR Name: Earle Chris Date of Inowtion s 3!18J05
reser Went Environmenta1,Inc. TA.at Date of tion: 3/11/05
cations Wedand Scientist/Forester Inst Rain Event!inches: Snow rccdved on
3/12/05
Client Name: No int Daelo meat P otos Taken? No
Contractor Name: Dor=o Construction Any Recent SWPPP Y ® N
On site Contractor Yes-talked with D.Anderson Chalfges?�'
Consult? (TOcci) •NOL to be Ned by new contractor'"
Necessary Permits Posted? Y ❑ N
Erosion Control Supplies Y N
Onsite?
onstruction"Activity Sea
HEAVY EQUIPMENT YET TO BE MOVED TO PROJECT SITE;CONSTRUCTION AT BUILDING#5 CONTINI;FFS;
SEWLR PROJECT SCHEDULED TO COME ONLINE IN EARLY APRIL 2005.
iisr,Fenee/Haybale
Lot;stion. Repair Require
NO ISSUES-MONITOR CLOSaY FOR ANY
ACCUMULATION OF SEDIMENT AT PERIMETER OF
SILT FENCF
atch:Basin Sta
Location. Action Required:
STORM DRAINS NOT YET INSTALLED-CONSTRUCTION IS IN EARLY Y PHASE
etention Basin Statua�
Location: Remedial Action:
TEMPORARY DETENTION BASINS ARE TO BE INSTALLED DURING NEXT COUPLE Oi;WEEKS. MONITOR
PROJECT SITE CLOSELY FOR PIMIN JNG OF SURFACE RU N,OFF-LOCATE TEMPORARY BASINS IN THESE.
AREAS OF PUDDLING(IF NO BUILDING CONFLICT EXISTS).
Merin Sta
Active laacti
ater Ciarit
NOT AN ISSUE AT THis TIME
lupe Stabilization Statu.
PREPARE FOR SPRINGTIME RUN-OFF BY STOCKPTI.INC STONE ANM HAY BALES.
mments/Recommendation
1. ROUGH OUT TEMPORARY DETENTION BASINS TO CAPTURE SPRING RUN-OFF
2. MONITOR PERIMETER OF SILT FI:NCt FOR ACCUMULATION OF SEDIMENTS OR K)TiENTIAL BREECHES
DURING SPRING BREAK-UP
3- EMPLOY CONTRUCTION ENTRANCF(S)AS NFi:ESSARY
4, GFT NOrS IN Olti)ER(TO BEIIANDLED BY WES-r ENVIRONMENTAL,INC.)
CHAN KRIECER ASSOCIATES
ARCHITUCTURk omd URBAN DFSIG\ Lawrence A.than,AIA
Alex ktitget,MA
Turn Sleniewicz,AIA
Alan Mounijoy,AIA
Pairick TefieFco,AIA
February 7,2005
Mr. D. Robert Nicetta
Building Commissioner
Building Department
400 Osgood Street
North Andover,MA
Dear Mr.Nicetta,
Please find attached information pertaining to controlled construction at Oakridge Village and
Maplewood Reserve for the week of January 31 through February 4,2004. Attachments
include:
• Structural test results and/or inspection report(s)
■ Architect's field report
Please feel free to contact me or Dave Andersen of Tocci if you any questions regarding the
information contained in the attached documents.
Sincerely,
William Voulgaris,AIA
Chan Krieger&Associates
Architecture and Urban Design
ARCHITECT'S FIELD REPORT j
Project: Oakridge Village/Maplewood Reserve
Project Number: 20407
Field Report Number: 5
Date: February 9, 2005
Time: 3:00 pm
Weather: Cloudy,+/- 35 deg.
Report By: William Voulgaris
Work in Progress:
Bldg 5:
Exterior wall and roof framing
Notes:
• Completion of wall panel installation at south end of building(between col. lines
6 &7).
• Mono truss installation complete at hip roof area.
• Dutch hip roof area sheathing near completion.
• Wall panel fabrication ongoing.
' Of Massachusetts
'The Construction Testing People'
Page 1
5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax)
Compressive Strength Report - Concrete Report Date 01/04/2005
Report No. 4
Job Number 9196
Tocci Building Corp .
Project Oakridge Village-N.Andover, MA
Attn: Tony Cavallini
660 Main Street
Woburn, MA 01801 Contractor Tocci Building Corp.
Concrete Co. MacLellan
ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064
ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39
CLASS CONCRETE: 4000# 3/4" 1 No. Of Sets: 1 CUBIC YARDS: 14
SET 1 LOCATION: Wall A line 1-3.75, E line 1-3.75, A-E
Total Unit Slump(in.) 5
Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 40
No. (in.) (sq.in.) Condition Cast Tested Days (lbs.) (psi.) Type
Conc Temp(F) 71
A766 6 x 12 28.27 Good 01/04/2005 01/11/2005 7 72,000 2,550 3 Truck No. 142
A767 1 6 x 12 28.27 1 Good 01/04/2005 01/18/2005 14 98,000 3,470 2 Ticket No. 1046275
A768 6 x 12 28.27 Good 01/04/2005 02/01/2005 28 115,000 4,070 4 Time 1:30
A769 6 x 12 28.27 Good 01/04/2005 02/01/2005 28 121,000 4,280 3
A770 6 x 12 28.27 Good 01/04/2005 02/01/2005 28 119,000 4,210 4 Air Content Unit cu ft
(%)
GENERAL REMARKS:
Inspector Premium Travel
Name Time Hours Time
N. Callahan No Min Day 1 Hr(s)
REVIEWED BY: Steven T. Crabtree
FRACTURE TYPES
� f
i
(1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5) Columnar
Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information.
cc: Northpoint Realty Development Attn: Gerry-Lynn Darcy
Chan-Krieger & Associates Attn: William Vaulganis
LeMessurier Consultants Attn: William D. Lovallo
'Sent By• ; 603-659-0418; Feb-22-ub 1 :42rM; rage ire
i
ST 7:!�e
ENVIRONMENTALM
122 M 5t R084 Suite 6,Lee,NH 03924 :
603-659-0416♦Fax 603-659-041 ♦westenv@lobo-spfl:arare.com
EAX TRANSMISSION
DATE: February 22,2005
TO: David Anderson,Pro,ect Superinte dent Fax#: (978)681--8331
Tocci
660 Main Street
Woburn,MA 01801;
I
CC: Gerry Lynn Darcey I Fax#: (978)327.6544
Northpoint Development
North Andover Conservation Comm. Fax#:(978)688-9542
i
FROM: Earle Chase 1
West Environmental,inc. WEI#04-061MA
RE: The MeaduwN,North Andover,MA
SUBJECT- Environmental Monitoring Repnrt
Number Pages Attached: 1
'Sent By: ; 603-659-0418; Feb-22-05 1 :42PM; Page 212
INSPECT IO AND MAI ANCE RIT01,T FORM
i
North Ando a,MA 01845
Ta Bt CLwL)LtTw EvELY I.14 DA AND VA7M 24 HO OF ASIGNIRCAM RAIN OF 0.51NCnnL OR MORE
,vam I7 Epaumma ass n io ow rrwcmw*77w wrN A-NPDF_6;-SPV"P
(I roLvW.4rrAPmf b mv P"rEwn wPJtMy
I o s Name: Earle C ase Date of s 2118105
We.9t En a[,Inc. Lit Date of 2111/05
Wetland Scia mist/Forester Last Rain Event(inc:hes: I'of rain on 2/15/05
Photos Taken? ; No
Chert Name: No int o mcnt Any Reoent SWPPP Ch ? Y N
Contractor Name: Dorrenzo C etsverion N Permits Posted? Y N
On site Contractor Confrrrvd David Erosion Con Supplies ly N
Consult? Aadcrwaof occii onsite#
onstruction Activity Stttl� j
PROJECT IS TN TRANSITION;SOME,BUILDING A VITY OCCURRING;DORRENZO CONSTRUCTION
COMING ONROART)i)IIRING WFF.K OF 20.251"n(11;MUCK OF PROJECT SITE IS SNOW COVERED.
is Fence/fbybale Statu_
Location, Repair Required:
NO ISSUES-SILT CENCE/IiAY BALES HAVE BEFN
REINFORCED Wl'TH SMALL STONE AT SFVERAL
LOCATIONS-
ch Basin Sta
Location: Action Required-
NO ISSUES-SiT1`1S IN VERY EARLY PHASE OF
CONSTRUCTION
I)etention Basin S
Loaitlon Remedial Action:
INSTALL TEMPORARY BASINS IN REAS TEMPORARY DETENTION BASINS NEED TO BE
WHERE SURFACIAL RUNOFF IS AlDY INSTALLED ASAP
EVIDENT
rin Stat
Active Inactiv
N/A
ata Clarit
ApjACEN"1'WET[AND RF.SOI IRC:F.ARFAS ARE PRESENTLY SAFEGUARDED
lope Stabilization Statuo
SEF BELOW
omracnts/Reconunmda ion
1. SETUP PRE-CONSTRUCTION F.TiNG
2. TEMPORARY DETENTION BAS NS NLl_D'1'O B..I.0CATFr)AND IN'ST"AT.I.FD ASAP
3. FMPLoYCONSTRUCTION EMPLANCES
4. STOCKPILE HAY BALLS/LARG ER STONE FOR CHECK DAMS'I'O PREPARE FOR POTENTIAL EROSION
DURING THE SPRING MELTTN 3 PERIOD
Ken Merriam Date of March 9,2005
LeMessurier Consultants site Visit: FIELD
Structural Engineers Lem Job: Oakridge Village—Bldg 5 (24156) REPORT
Bill Lovallo,Will Voulgaris(Chan Krieger),
Met with: Andrea Gaffney(Chan Krieger)and Dave weather. Windy, 10's
Andersen(Tocci)
Arrival Time: 12:00 PM Departure Time: 2:30 PM
Bill Lovallo(LeMessurier)
Report 0: 1 Distribution: Will Voulgaris(Chan Krieger)
Phil Briselli(Tocci)
Dave Andersen(Tocci)
Observations
1. Foundations are complete. Slab on grade remains to be poured.
2. Walls,roof and attic framing has been erected with the exception of the:
• SIP panels between gridlines 1 and 5 along with dormer LVL framing
• SIP panels between gridlines E and G along with canopy LVL framing
• Wall segment along grid E near gridline 2
• Wall segment along grid 6 between gridlines D and E
• 3.5x9.25 LVL beam above opening along grid 6 between gridlines D and E
• LVL posts at grids E/5.5,D/6.6 and G.
• Chimney between grids A&B and 5 &6
3. In accordance with structural construction documents, all erected shear walls had OSB
installed on one side with blocking at horizontal panel edges. Nails were generally spaced at
4"o.c. at intermediate supports and edges. Gypsum wallboard remains to be installed.
4. Hurricane anchors from roof truss(T02)to truss(T01) and from roof truss(T01)to exterior
walls remain to be installed.
5. Roof jack trusses (J02 through J06) are temporarily connected to the main roof jack truss
girders(JO1). Hangers remain to be installed.
6. PSL beam ends(4x)at gridline 6 remain to be supported permanently.
7. Several PHD holdowns and boundary members (2-2x6's nailed together) remain to be
installed at shear wall locations as per the shear wall schedule in S3.10
Recommendation/Action Items
Architect:
Consultant: 1. LeMessurier will visit the site for inspection of bearing and shear wall construction prior
to the installation of wall finishes and insulation.
2. LeMessurier will visit the site for final inspection of gypsum wallboard installation and
nail spacing.
Contractor: 1. Tocci will contact LeMessurier prior to the installation of wall insulation and finishes for
the inspection of wall construction.
2. Tocci to provide adequate support for PSL beam ends (4x) at gridline 6. LeMessurier
proposes 3-2x6 studs nailed together at these PSL support points.
SA2004\24156&amWdmin\FR-l.doc Page 1 of 1
Chan Krieger& Associates
Architecture and Urban Design
ARCHITECT'S FIELD REPORT
Project: Oakridge Village/Maplewood Reserve
Project Number: 20407
Field Report Number: 8
Date: March 7, 2005
Time: 1.1:00 am
Weather: Cloudy, +/- 30 deg.
Report By: William Voulgaris,AIA
Work in Progress:
Bldg 5:
Framing/sheathing
SIP roof construction
Window installation
Notes:
• Exterior wall panel installation complete
• Preparations for slab pours underway (heating and insulation)
• SIP installation ongoing
• Window installation beginning
Chan Krieger& Associates
Architecture and Urban Design
ARCHITECT'S FIELD REPORT
Project: Oakridge Village/Maplewood Reserve
Project Number: 20407
Field Report Number: 9
Date: March 14, 2005
Time: 11:00 am
Weather: Cloudy, +/- 30 deg.
Report By: William Voulgaris, AIA
Work in Progress:
Bldg 5:
Framing
SIP roof construction
Window installation
Notes:
• Preparations for slab pours underway(heating and insulation)
• SIP installation ongoing
• Window installation ongoing
• Preparation for commencing roofing
• Framers completing hardware installation
CI IAN KRIEGER & ASSOCIATES 8 Story Street Cambridge MA 02138 61?351 5315 tel 617 354 3252fax wt�-w.c1)ankrieger.coni
A£tC HI3'E:C€URE and URBAN DESIGN kmvrence A.Chan,AIA
Ales Krieger,FAIA
Toni Sieniewicz.,.AIA
Alan Mountjoy,AIA
Patrick Tedesco,AIA
February 21, 2005
Mr. D. Robert Nicetta
Building Commissioner
Building Department
400 Osgood Street
North Andover,MA
Dear Mr.Nicetta,
Please find attached information pertaining to controlled construction at Oakridge Village and
Maplewood Reserve for the week of February 14 through February 18,2005. Attachments
include:
• Structural test results and/or inspection report(s)
• Architect's field report
Please feel free to contact me or Dave Andersen of Tocci if you any questions regarding the
information contained in the attached documents.
Sincerely,
William Voulgaris,AIA
s
1
1
Chan Krieger& Associates
Architecture and Urban Design
ARCHITECT'S FIELD REPORT
Project: Oakridge Village/Maplewood Reserve
Project Number: 20407
Field Report Number: 6
Date: February 14, 2005
Time: 11:00 am
Weather: Cloudy,+/- 35 deg.
Report By: William Voulgaris,AIA
Work in Progress:
Bldg 5:
Exterior wall and roof framing
Notes:
• Wall panel fabrication ongoing.
• Interior wall construction ongoing
• Preparation for pool area exterior walls
• Preparation for SIP delivery and installation
Town of
NORTH ANDOVER
BUILDING PERMIT INSPECTION REPORT
PERMIT NO.: PROJECT: Ca k f idge Vl llao c- INSPECTION DATE:
UNIT NO.: FLOOR: r WING: BUILDING NO.: 5
REMARKS: 8114a k5_ Pool A0Z45c" /<-O/"- 611
J
Q I f Plvmh q {.r s' 15 ori a na/ Tf WP.S a re Se f
f j
Excavation-depth and soil conditions Framing- Other:
Date: Date: Date:
Inspector Inspector. Inspector
Footings and foundations and drains- Insulation- Other:
Date: Date: Date:
Inspector Inspector. Inspector
Electrical-rough- Plumbing and/or gas-rough- Other:
Date: Date: Date:
Inspector Inspector. Inspector
Electrical-finalFI mu Bing and/or gas-final Other:
Date: Date: 4/ -06 Date:
-1
Inspector Inspector. V r, �, Inspector
w
Fire Dept-
oil burner,tank,stove,smoke detectors Final inspection Certificate of Use and Occupancy
Date: Date: Date: C of 0#
Inspector Inspector. Inspector
m. ,
��4q L410 0{p qi®
41 vn?
0 Vim,m 8'q
� Oq aoc.ee"vwaew� �
APPLICATION FOR CERTIFICATE OF OCCUPANCY/INSPECTION
Lib j
Buildino Permit# `
ADDRESS/LOCATION OF PROPERTY :
Ma - t✓ Parcel - " Lt Number i � ,
/ S .
SUBDIVISION _(7)*
DATE REQUESTED FILED/READY FOR INSPECTION
CLOSING DATE ON PROPERTY:
FIVE (5) DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED
ALL WORK AND SIGN-OFFS MUST BE COMPLETED WITHIN THIS TIME FRAME. A RE-
INSPECTION FEE OF TWENTY DOLLARS$20.00) WILL BE CHARGED IF THE STRUCTURE
DOES NOT MEET ALL APPLICABLE CODES.
SIGNED
ROUTING
CONSERVATION
PLANNING
JPW-WATER METER 10
0
,4EWER/WATER CONNECTION a
NOTE
DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO
SUBMITTAL OF THE OCCUPANCY/INSPECTION REQUEST
DPW 1 111. o- L�-
Signature
File: OC form revised 2006
TOWN OF NORTH ANDOVER BUILDING DEPARTMENT
APPLICATION TO CONSTRUCT REPAIR,RENOVATE,CHANGE THE USE OR OCCUPANCY OF, OR DEMOLISH ANY BUILDING
OTHER THAN A ONE OR TWO FAMILY DWELLING
Section for Official Use Onl
BUILDING PERMIT NUMBER: DATE ISSUED:
tDate
v 0
h 5100 Harvest Drive Bldg#5 s
Changed 1.2 Assessors Map and Parol Number. V\1
ll
3 INVt ` Number Parcel Number
1.3 Zoning lrrf \ 1.4 Property Dimensions: v
D
Zonin District Proposed Use Lot Area Frontage(ft
1.6 BUILDING SETBACKS(ft) m
Front Yard Side Yard Rear Yazd
Required Provide Required Provided Rapired Provided
1.7 water Supply AGILC.40. 54) I.s. Flood Zone brfomration: 1.8 Sewerage Disposal system:
Public ❑ Private ❑ Zone Outside Flood Zone ❑ Municipal On Site Disposal System ❑
s c
2.1 Prer of Record
Name(Print) I Address for Service: +� �
1�"
Signature Telephone
2.2 Authorized Agent
D
Namerint Address for Service: Z
3 -7')o Z
Signature Telephone m
3.1 Licensed Construction Supervisor Not Applicable ❑
iyj � r Ul. 16S
Address License Number O
1 >
Licensed Construction Su D Qq 1✓l Q�p
U� 11 Exp hon Date
Signature Telephone
3.2 Registered Home Improvement Contractor Not Applicable ❑ 0
fi /pit - /.0R3g �
Com ame Registration Number m
T ss
Eviration
Date y Z
Si a Telephone
-W
Workers
Y
Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the
issuance of the building permit.
Si ned affidavit Attached Yea.......❑ No.......❑
1 SECXI4At s
77
C`QNS`l1fiTCQ1 wDb,1RflL�� ► � Gl 3� 3�E �'A#"
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5.1 Registered Architect:
Name:
i
Address
Signature Telephone
16
P, r
C Area of Responsibility
Name:
r
Address:
Registration Number
V � /
" v" Expiration Date
Signature Total
Not applicable ❑
Name:
-
Address Registration Number
'
Signature Telephone Expiration Date
Name Area of Responsibility
Addry ss Registration Number
Signature Telephone Expiration Date
Name Area of Responsibility
Address
Registration Number
Signature Telephone Expiration Date
r:� � �y shy 'yyi�•.�.fL+"• g�;*� \1 �
Company Name: ,
Not Applicable ❑
a
Responsible in Charge of Construction `
i
RMOO
New Construction 0 Existing Building ❑ Repair(s) ❑ TAlterations(s) ❑ Addition 0
Accessory Bldg. 0 Demolition 0 Other NK Specify
Brief Description of Proposed Work:
' f
. 1..-',.. .K :t:k�.,. iia.I r.....:. '.n.!5 t✓ ;.'j,,' '.�'.0
USE GROUP Check as applicable) CONSTRUCTION TYPE
A Assembly 0 A-1 ❑ A-2 0 A-3 ❑ IA 0
A4 0 A-5 0 1B 0
B Business 0 2A 0
C Educational 0 2B 0
F Factory ❑ F-1 ❑ F-2 ❑ 2C ❑
H High Hazard 0 3A ❑
IInstitutional 0 I-1 ❑ I-2 0 I-3 0 3B 0
M Mercantile ❑ y Y4 0
R residential ❑ R-1 ❑ R-2 0 R-3 0 5A 0
S Storage ❑ S-1 ❑ S-2 0 5B ❑
U Utility ❑ Specify: t
M Mixed Use 007
Specify: M
S Special Use 0 Specify:
COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS,ADDITIONS AND OR CHANGE IN USE
Existing Use Group: Proposed Use Group:
Existing Hazard Index 780 CMR 34: Proposed Hazard Index 780 CMR 34:
I
BUILDING AREA EXISTING if a livable PROPOSED
Number of Floors or Stories Include
Basement levels 4
Floor Area per Floors
Total Area s
Total Height ft °
f
Independent Structural Engineering Structural Peer Review RMPIred Yes ❑ No ❑
SECTION 10a Owner Authorization- TO BE COMPLETED WHEN
OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
I,
as Owner of the subject property
Hereby authorize to act on
My behalf,in all matters relative two work authorized by this building permit application
Signature of Owner Date
MR M- --MELTZER
as Owner/Authorized
Agent
Hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my
knowledge and belief.
Signed under the pains and penalties of perjury
"A-A
Pri Na
-L i S
Signa of Owner/ Date
Item Estimated Cost(Dollars)to be }
Completed by permit appl01
icant : £�
1. Building (a) Building Permit Fee
Multiplier
2 Electrical (b) Estimated Total Cost of
Construction from(6)
3 Plumbing Building Permit fee (a)x(b)
4 Mechanical(HVAC)
5 Fire Protection
6 Total (1+2+3+4+5) 4 h � .Q� Check Number
. r V
4
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NO.OF STORIES SIZE
BASEMENT OR SLAB
SIZE OF FLOOR TIMBERS 1 ST 2ND 3 RD
SPAN
DEMENSIONS OF SILLS
DEMENSIONS OF POSTS
DIMENSIONS OF GIRDERS
HEIGHT OF FOUNDATION THICKNESS
SIZE OF FOOTING x
MATERIAL OF CHIMNEY
IS BUILDING ON SOLID OR FILLED LAND
IS BUILDING CONNECTED TO NATURAL GAS LINE
Location 'w / Tyr',P'
i_
No. -559 Date —!!649 0�i
MOATM
ti TOWN OF NORTH ANDOVER
f D
Certificate of Occupancy $
�'�s'••°'t<�' Building/Frame Permit Fee $
s�cHus
Foundation Permit Fee $
Other Permit Fee }�CX, $ goo
TOTAL $ 00
Check # •�
Building Inspector
FORM U - LOT RELEASE 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 or requirements.
"""APPLICANT FILLS OUT THIS SECTION
APPLICANT l�1,t�Uzb_Yy►__ _f�'�' 2GYj S ( Lr__ PHONE — -7 7 D
LOCATION: Assessor's Map Number PARCEL
SUBDMSION DILit(ICs , ,, LOT(S)
STREET a.` '1 ` U�� bb ST. NUMBER
OFFICIAL USE ON .
RECOMMENDATIONS OF TOWN AGENTS:
CONSERVATION ADMINISTRATOR DATE APPROVED
DATE REJECTED ,
COMMENTS
TOWN PLANNER DATE APPROVED
DATE REJECTED
COMMENTS
--SW INSPECTOR-HEALTH DATE APPROVED
DATE REJECTED
SEPTIC INSPECTOR-HEALTH DATE APPROVED
DATE REJECTED
COMMENTS
<<
PUBLIC WORKS -SEWERMATER CONNECTIONS
DRIVEWAY PERMIT
FIRE DEPARTMENT
RECEIVED BY BUILDING INSPECTOR DATE
Revised 9197)m
High Capacity Fiberglass Side Mount Sand Filter without Valves
This filter series features multiple diverters for increased filtration
1t?
rates in commercial applications up to 20 GPM/Sq. Ft.
Maximum Operating Pressure 50 psi
Full 2 in.Drain
8 in.opening for easy access to sand bed
The Triton C-3 features standard 3 in.flange connections
TR 100C&TR 140C models are available in black or almond
® TR 100C-3&TR 140C-3 models are available in black only
NSF
Flow Rate Listed
Flow Rate GPM Turnover Capacity(Gallons) TR 100C
Based on 20 GPM/Sq.R.
Model
No. 15 GPM/Sq.Ft. 20 GPM/Sq.Ft. 8hrs. 10hrs. 12hrs.
TR 1000 74 98 47,040 58,800 70,560
TR 140C 106 141 67,680 84,600 101,520
TR 10OC-3 74 98 47,040 58,800 70,560
TR 140C-3 106 141 67,680 84,600 101,520
F
Filter Media + �'
Filter
Product Model Area All Sand Pea
No. No. Tank Dia. (Sq.Ft.) wt. (lbs.) Gravel Sand
TRITON C SAND FILTERS
140315 TR 100C-Almond 30 in. 4.91 65 600 150 450
140316 TR 140C-Almond 36 in. 7.06 82 925 275 650
TRITON C3 SAND FILTERS TR 100C-3"FLANGE
140310 TR 100C-3-Black only 30 in. 4.91 1 65 600 150 450
140342 TR 140C-3-Black only 36 in. 7.06 1 82 925 275 650
TRITON C,C-3 VALVE OPTIONS,MUST BE PURCHASED SEPARATELY Vertical Clearance Required
261055 2 in.MPV,for sand filters{SM 20-3}
261050 2 in.HiFlow w/plumbing,for sand filters
263012 Full-Flow valve,sand filters
DIMENSION TABLE A E
MODEL A.DIM. B DIM. C DIM. D DIM. E DIM.
TR 100 C 393/4 in. 30'/2 in. 16'/2 in. 433/4 in. 71/2 in. 7C
TR 140 C 45'/4 in. 361/2 in. 183/4 in. 49'/4 in. 71/2 in. I
TR 100 C-3 393/4 in. 30'/2 in. 16-1/16 in. 433/4 in. 7.72 in.
B
TR 140 C-3 451/4 in. 361/2 in. 181/2 in. 49'/4 in. 7.72 in.
See page 183-284 and 286 for replacement parts. �s
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DECK-MOUNTED STAIR RAILS All our stair rails are made of 1.90" O.D.x.049" or.065"wall,304
Order anchor sockets and escutcheons separately. stainless steel tube with mirror finish. All bends are 6" radius.
—1�--- 6111 DMS-100 DECK-MOUNTED
STAIR RAIL
ESCUTCHEON
PLATE '��-�
2.6' 6"RADIUS
12"
a' F
ANCHOR
11A6dF�LS �IPT N - •r_ wr'�:' SNIPWTw,'Cisaj_'
SOCKET a a DMS-100A Center Grab Rail .049" Wall(Single Rail) 13
2 Req'd. DMS-1008 Center Grab Rail .065" Wall(Single Rail) 17
Escutcheon I` 4'-0" ►1
Plate -
NrI
DMS-101 DECK-MOUNTED
STAIR RAIL
6"RADIUS
I y
Anchor Socket
(2Regd) g'
DMS-101A Center Grab Rail .049" Wall(Single Rail) 13
DMS-101B Center Grab Rail .065" Wall(Single Rail) 16
Escutcheon �—4'-6'—�
Plate
DMS-102 DECK-MOUNTED
t I STAIR RAIL
c
co + D
6"RADIUS
Anchor Socket I I
(2 Regd.) +{ 8"
DMS-102A Center Grab Rail.049" Wall(Single Rail) 15
DMS-102B Center Grab Rail .065" Wall(Single Rail) 19
Escutcheon �—4-6 ai
Plate
\� DMS-103 DECK-MOUNTED
°D + \ STAIR RAIL
6"RADIUS
00
Anchor Socket
(2 Regd) •1 8"I
DMS-103A Center Grab Rail .049" Wall(Single Rail) 14
DMS-103B Center Grab Rail .065" Wall(Single Rail) 18
Also Available in Marine Grade
i
FIGURE 4 HANDRAILS 26"
r Handrails are made of 1.90" O.D.x.049" or.065" wall, \
304 stainless steel tube with mirror finish. All bends are — RV \\
6" radius. j T'P \
Order anchor sockets and escutcheons separately. 29' j I F4H-102
ESCUTCHEON /
PLATE
ANCHOR SOCKET
30' 20
I— RV \'
TYP
32' j
ESCUTCHEON
PLATE-N.,
4..
a.
MNO � 1��flEsRYeT�o
ANCHOR SOCKET-X .23•----�
F4H-100 Figure 4 Handrail .065 Wall 24
F4H-101 Figure 4 Handrail .049 Wall 20 F4H-100/F4H-101
F4H-102 Figure 4 Handrail .049 Wall 16
ILI
SPA-RAIL
Spa-Rails are made of 1 5/8" O.D.x.049"wall,304 stain-
less steel tube with mirror finish.They come supplied with
4" x 10" stainless steel plate drilled for 3/8" bolts.
Bolts are not included. 31"
S,
6" R TYP j
i
4 Holes 211/2"
For 3/6 Bolts
4"x 10"
S/S Plate
Deck
I
0
0:101
{f33 �' N
,1,!1C� B
y SR-100 Spa-Rail 6 I 0 19
Also Available in Marine Grade
Pre-plumbed Valves
Backwash Valves for 1112 & 2 in. D.E. and Sand Filters
Side mounted Hi-Flow and Multiport valves are
designed for maximum performance and working
pressures. Available in 1'/2 and 2 in. threaded or
slip models.
'x PVC body
�. , y
The right valve for easy operation
® Six-position, positive-lock operation
Special winterizing position
One-year Warranty
Multiport Valve Kit
Product Wt. Crtn.
No. Description lbs. Q .
MULTIPORT VALVE KIT,THREADED
261173 11/2 in.MPV,for sand filters{SM 10-3}
261055 2 in.MPV,for sand filters{SM 20-3}
261177 11/2 in.MPV,for D.E.filters{SM 10-21
261152 2 in.MPV,for D.E.filters{SM 20-21
HI-FLOW VALVE KIT FOR FILTERS,SLIP
261050 2 in.,w/bulkhead fittings,for sand filters
Hi-Flow Valve Kit 261142 2 in.,w/bulkhead fittings,for D.E.filters
PVC SLIDE VALVE,SLIP
261165 2 in.,w/bulkhead fittings,for D.E.&sand filters
261047 2 in.,w/o bulkhead fittings,for D.E.&sand filters
263034 2 in.,for D.E.&sand filters,fittings set to 71/2 in.
center to center
Seepages 389-390 and 394-395 for replacement parts.
P P
i r
PVC Slide Valve Kit
WhisperFlo- High Performance Pumps
Energy Efficient swimming Pool Pumps
40% glass-filled thermoplastic with the Cam & Ramp'"
"see thru"lid design.Self-priming, high flow with patented
funnel-flo diffusers. 2 in. suction and discharge ports.
Motor features threaded shaft, 56 frame and square '
flange.
FEATURES W��pe4E46
,,.,..1
• Built-In Strainer Pot and Volute t!
• Energy-efficient Square Flange Motor
• The WhisperFlo pump has undergone rigorous
ETL testing for quiet, efficient operation
• Lower hp's deliver higher performance ��
• Compatible with all cleaning systems, various
filters and jet action spas
• Heavy-duty/durable construction.The 50 cycle pumps available on request.
WhisperFlo Pump is designed for long life See pages 349-350 for replacement parts.
• Three-year Warranty
Product Model Voltage HP I SF I FullloadAms Wt.
HIGH PERFORMANCE FULL-RATED ENERGY EFFICIENT 50/60
011511 WFE-2 115/208-230V 1/z 1.9 11.2/6.0-5.6 41
011512 WFE-3 115/208-230V 3/4 1.67 11.2/6.0-5.6 41
011513 WFE-4 115/208-230V 1 1.65 14.8/7.8-7.4 46
011514 WFE-6 208-230V 11/2 1.47 9.6-8.8 54
011515 WFE-8 208-230V 2 1.30 11.0-10.2 55
011516 WFE-12 208-230V 3 1.15 1 15.0 13.6 56
HIGH PERFORMANCE UP-RATED ENERGY EFFICIENT 50/60 HZ Listed Listed
X1520
FE 24 115/208-230V 1 1.25 11.2/6.0-5.6 41
FE-26 115/208-230V 11/2 1.10 14.8/7.8-7.4 46
FE-28 208-230V 2 1.10 9.6-8.8 54 CSA Certified
FE-30 208-230V 21/2 1.04 11.0-10.2 55
Pentair Pool Products
PUMP PERFORMANCE CURVE
WHISPERFLO SERIES PUMP
140
40 WhisperFlo
120
35 Full-Rated
60 Cycle
30 too WFE&WFDS
w 3450 RPM
3 25 w 80
LL Q
020—
a:
20 3
60
W 0e
w15
40 LOW SPEED
10 1750 RPM
Mm
ps A
20 �
5 ve H
O 0 a�2H:1 1 n
0 20 40 US GA 0oo((��S PER MI uTEso 100 120 140 160
� IIIIIIIII � IIIIIIIII� IIIIIIII � IIII � I
0 5 10 15 20 25 30 35
CUBIC METERS PER HOUR
i
Lifegardo Automatic Chlorine/Bromine Feeders
Years of customer use and satisfaction have
proven the Rainbow feeders to be THE '
PERFORMANCE LEADER IN POOL& SPA
CHEMICAL DISPENSERS.
i
FEATURES
• No special venting required
0
Completely enclosed system
• No escaping gases Listed
• All Lifegard Feeders are NSF Listed
IN-LINE FEEDERS 320
320 Series. For permanent installation in return line of
new or existing pools or spas. Installs in return line on
pressure side of pump down stream of all equipment.
Standard with 2 in. slip PVC fittings and includes
adapters for 11/2 in. a
OFF-LINE FEEDERS
300 Series.For existing pools or spas.Operates on
pressure side of pump. Uses 1/4 in.feeder hoses, control
valve and fittings.
Model UPC
No. Part No. Description Pack WT. 788319+
IN-LINE FEEDERS
320 R171096 Holds 11 large or 98 small Bromine or Trichlor slow dissolving tablets.Treats from 6500 up to
27,000 gallons bottom feed and from 18,000 up to 70,000 gallons top feed. 6 30 lbs. 004385
320C R171218 See-through amber body. 6 30 lbs. 004446
322 R171100 Low profile spa feeder.Holds 1/2 Ib.I in.tablets. 6 28 lbs.os 004415
OFF-LINE FEEDERS
300 R171016 Holds 11 large or 98 small tablets.Treats from 12,000 up to 48,000 gallons. 6 26 lbs]os
004217
300C R171022 #300 with See-through amber body. 6 26 lbs004224
302 R171026 Spa feeder.Includes spa chamber.Treats from 500 up to 2000 gallons.Holds 15 small tablets. 6 28 lbs004231
300-19 R171056 Same as#300 but 19 in.chamber.Holds double capacity..Treats from 13,000 up to 52,000 gallons. 1 5lbs. 004248
300-29 8171066 Same as#300 but 29 in.chamber.Hold triple capacity.Treats from 14,000 up to 57,000 gallons. 1 6 lbs. 004262
COMMERCIAL AND HIGH CAPACITY FEEDERS
Heavy duty 1/2 in.control valve and tubing optimizes flow and erosion to provide larger amounts
300-29X R171070 of sanitizer.Dispenses 8.5 lbs,of 1 in.Trichlor in 24 hours.Holds 29 large or 237 small tablets. 1 8 lbs. 004279
Treats from 80,000 up to 322,000 gallons.
High Capacity for 1 in.hard plumbing installations.Holds 15 lbs.of tablets.Treats up to 20,200
HC 3315 8111215 1 9 lbs. 014988
gallons with Bromine and up to 97,600 gallons with Trichlor.
High Capacity for 1 in.hard plumbing installations.Holds 30 lbs.of tablets.Treats up to 40,000
HC-3330 R171230 gallons with Bromine and up to 160,000 gallons with Trichlor. 1 12 lbs. 014995
High Capacityfor 1 in.hard plumbing installations.Holds 40 lbs.of tablets.Treats up to 61,000
HC 3340 8111240 1 14 lbs. 015008
gallons with Bromine and up to 332,000 gallons with Trichlor.
See pages 211-215 for replacement parts. cm
, . ,
Main Drains
7118"
91/16-
6 1/16'
/16"61/16"
17/8'
.678
542030,542040 1 .196
.250
1?&"SLIP
TYPE
2"SLIP
_ TYPE TYPE
x
.75
1.24
3.993
6.100
a.
These drains have two bottom ports, 11/2 in. i.d.
socket X 2 in.o.d.slip.The inner portion of
each port is threaded for a 1 1/2in.plug or hydro-
static relief valve.These drains are available in
white or black.
542031,542041
Product Open Area Flow Rate Outlet Outlet Ctn.
Number Description (Sq.ln.) (GPM) ID OD Qty.
DUAL BOTTOM PORT MAIN DRAINS FOR GUNITE/CONCRETE POOLS
542030 With grate-white 13.66 64 @ 11/2%SEC 11/2 in. 2 in. 1
542040 With grate-black 13.66 64 Q 11/2%SEC 11/2 in. 2 in. 1
542031 With Anti-vortex plate-white O 5.2 80 Q 5'/SEC 11/2 in. 2 in. 1
542041 With Anti-vortex plate-black O 5.2 80 @ 5'/SEC 11/2 in. 2 in. 1
O Tested to ASME Al 12.19.8M by UL or other nationally recognized laboratories.
See page 205 for replacement parts.
o
- e r Q ergo LQ
'9h#
Quartz Underwater Light
AmerQuartz° halogen lights, the world
standard of reliability for underwater lights, .
features a stainless steel shell, 8-3/8 in.
prismatic tempered glass lens, and stainless
steel face ring with uni-tension clamp.
AmerQuartz° are UL listed to install in all _
full-sized Pentair Pool Products, American, �1
PacFab and Purex niches. _. _ Tr
•4
i
1 �
0 High Performance Halogen Lights
r`
World standard of reliability
9 Stainless steel face ring with uni-tension
clamp
0 Superior light diffusion
0 Prismatic tempered lens wt. Mstr.
Gold diffused low water cutoff
Product No.
Description lbs. Crtn.
AMERQUARTZ HALOGEN LIGHTS-120 VOLT
Plastic snap-on face rings available for
s/s lights 78354200 300 watt,120 volt,50 ft.cord 10 4
78354400 300 watt,120 volt,100 ft.cord 15 4
78356200 500 watt,120 volt,50 ft.cord 10 4
NOTE.All cord lengths over 50 feet on 12 volt lights 78356400 500 watt,120 volt,100 ft.cord 15 4
create resistance that dramatically reduces the
78356401 500 watt,120 volt,150 ft.cord O 20 4
light output. This condition exists on all low AMERQUARTZ HALOGEN LIGHTS-12 VOLT
voltage lights regardless of design or 78350000 100 watt,12 volt,15 ft.cord 6 4
manufacturer. 78350200 100 watt,12 volt,50 ft.cord 10 4
NOTE:All 120 volt pool and spa lights must be 78350400 100 watt,12 volt,100 ft.cord 15 4
connected to a branch circuitrotected b a 78352000 200 watt,12 volt,15 ft.cord 6 4
p Y
ground fault circuit interrupter(GFCI). 78352200 200 watt,12 volt,50 ft.cord 10 4
78352400 200 watt,12 volt,100 ft.cord 15 4
See page 344 for replacement parts. o Cord lengths over 100 ft.are for light replacement
only. Use of long cord lengths is not recommended
for new installations.
Notice:Underwriters Laboratories has listed Pentair Pool Products lights
L for use with Pentair Pool Products,American Products, Purex,or PacFab
® niches only.To ensure proper grounding/bonding connections, install only
n
P it
eta Pool Products lights in Pentair
g s Pool Products,American Products,
Listed Purex,or PacFab niches.
10.12
7.72
. i
Bermuda Skimmers
Skimmers for Gunite Pools
Skimmers feature heavy-duty, one-piece
construction with sturdy external ribbing for superior
p
strength. . eu .
Product No. ` k«
ABS PVC Model
GUNITE SKIMMER-WHITE
506361 506300 2 in.SLIP PORTS '
9
506362 506301 2i
m.THREADED PORTS
506302 2 in.SLIP PORTS
506363 506304 11%2 in.SLIP PORTS
506364 11/2 in.THREADED PORTS
GUNITE SKIMMER-BLACK
506365
2 in.SLIP PORTS
GUNITE SKIMMER WITH FLOAT VALVE ASSY. „^
506308 2 in.SLIP PORTS WITH FLOAT VALVE
506309 2 in.THREADED PORTS WITH FLOAT VALVE
11/2 in.SLIP PORTS WITH FLOAT VALVE
GUNITE SKIMMER WITH FLOAT VALVE&EQUALIZER VALVE ASSY. NSF.
506370 MODEL BKG WITH 2 in.SLIP PORTS O Listed
506380 MODEL WITH 2 in.SLIP PORTS O See page 373 for replacement parts.
506381 MODEL BKG WITH 2 in.THREADED PORTS O
506382 MODEL WITH 2 in.SLIP PORTS,TAN
O NSF listed(white).
Note:All Skimmers Available With Tan Lid and Collar.
Please Specify Color Preference When Ordering.
1-3/8" to 3-1/8"
15-1/16"
Adj.Collar
�5-3/16"-►
7-3/8"1
5-5/32"
ion00000°a000°vonv00onvo voaol 19-7/8"
evvvovvvvvevlvavvvvvvevvl
1"vvaavvvvvvvvvllvvvavly
vvvvvvvavvvlvvvvvv1v11v
Ivvvvvvvvaoavvvvevevmva
vvvvlevvovlvvvvvly/lova
e000e00e01e010010101e1
nvelwvvleveve11ev11av
mnvve1n11vvvvv/ee111 '
r2-3/8"
� I f
7-7/8" 4,4 •I
• Amerlite- Niches
Stainless Steel Niches for Swimming Pools and Spas
Amerlite- metal niches are formed of
stainless steel with brass fittings. All niches �-
have internal and external grounding lugs for A
use with either metal or PVC conduit.
k
® Niches for all installations
° Stainless steel housing
® Brass hub; 1/2, 3/4, or 1 in. See plastic niches page 131.
° Internal/external bonding lugs
° Vinyl niches with chrome/brass rings
° Sandwich gasket for vinyl wt.in .
Product No. Description lbs. Crtn.rtn.
° Powder coated sealing ring (optional)
AMERLITE NICHES FOR CONCRETE INSTALLATION
° See Plastic Niche for concrete page 131 78210200 '/2 in.side hub 3 12
78210400 3/4 in.side hub 3 12
78210500 1in.side hub 3 12
78210300 1/2 in.rear hub 3 12
78210700 3/4 in.rear hub 3 12
• �L 78210600 1 in.rear hub 3 12
• ® AMERICAN PLASTIC NICHE
Listed IK35
Standard Hole 79206700 Large plastic niche 3 8
VINYL AND FIBERGLASS INSTALLATION,
• AMERICAN 8 HOLE PATTERN
• 78221200 Liner only,1/2 in.hub 5 12
• 78221400 Liner only,3/4 in.hub 5 12
12.50 D 9.86 78221500 Liner only,l in.hub 5 12
American Hole
F1
78222200 Fiberglass,1/2 in.hub 5 12
18222400 Fiberglass,3/4 in.hub 5 12
8.02 78222500 Fiberglass,l in.hub 5 12
VINYL AND FIBERGLASS INSTALLATION,
STANDARD 10 HOLE PATTERN
Gunite
78232200 Fiberglass/liner,'/2 in.hub 5 12
78232400 Fiberglass/liner,3/4 in.hub 5 12
78232500 Fiberglass/liner,l in.hub 5 12
AMERLITE NICHE,CONCRETE SHIELD
Notice:Underwriters Laboratories has listed Pentair Pool 45361000 Niche Shield for construction 6 oz. 1
Products lights for use with Pentair Pool Products,American 78211600 Niche plaster ring
Products,Purex,or PacFab niches.To ensure proper
grounding/bonding connections,install only Pentair Pool POWDER COATED SEALING RINGS,VINYL/FIBERGLASS
Products lights in Pentair Pool Products,American Products, 79200255 1 Sealing ring,large niche
Purex,or PacFab niches.
SCOTCHCAST SEALANT FOR NICHE BONDING LUGS
60028300 1 ScotchcastT-2135 Sealant 6 oz. 1
See page 344 for replacement parts.
NORTH
Town of _ 4Andover -
No. qz:r;l
' dover, Mass., 3' 8 0 s
COCHICHEWICK V
ORATED
S ` BOARD OF H ALTH
PERMIT T D Food/Kitchen
Septic System
OAKR v . BUILDING INSPECTOR
THIS CERTIFIES THAT AA..�.W AWOONd 04# 5.....X� .....#4fT............................................... Foundation
has permission to erect... � �h....... buildings on...07.4. .....�!�.!M!r��.k!�.......s............. Rough
to be occupied as......mi ~ Pro'. Ar 1 /1 �� Chimney
............................................................ ...........................................................
provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final
this office, and to the provisions of the Codes and By-Law relating to the Inspection, Alteration and Construction of
Buildings in the Town of North Andover. X08 p i? PLUMBING INSPECTOR
VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough
PERMIT EXPIRES IN 6 MONTHS Final
UNLESS CONSTRUCTION STARTS ELECTRICAL INSPECTOR
c Rough
*04P ...................... ... .. Service
BUILDING INSPECTOR
Final
Occupancy Permit Required to Occupy Building GAS INSPECTOR
Rough
Display in a Conspicuous Place on the Premises Do Not Remove Final
No Lathing or Dry Wall To Be Done FIRE DEPARTMENT
Until Inspected and Approved by the Building Inspector. Burner
Street No.
SEE REVERSE SIDE Smoke Det.