HomeMy WebLinkAboutBuilding Permit #210 - 7 WILD ROSE DRIVE 9/20/2006 OWN OF NORTH ANDOVER
NORT1i
APPLI LAN EXAMINATION ort ,■° b quo
o p
,.
Permit NO: / Date Received .A + i 1
*A_04
/� 7 p�RA7D'PP•,��J
Date Issued: SSACHUs��
IMPORTANT: Applicant must complete all items on this page
LOCATION 7 ik 1 0/2. A_JCL/0l -1 Q
(� Print
PROPERTY OWNER ADOX) ,1! S(9 P Y
Print
MAP NO.: a PARCEL: ZONING DISTRICT:
TYPE AND USE OF BUILDING HISTORIC DISTRICT YES ❑
TYPE OF IMPROVEMENT PROPOSED USE
Residential Non- Residential
❑I�J�w Building Pone family
14 Addition ❑ Two or more family ❑ Industrial
❑Alteration No. of units:
❑ Repair, replacement ❑Assessory Bldg ❑ Commercial
❑ Demolition
❑ Moving(relocation) Other f)eZ rz ❑ Others:
❑ Foundation only
DESCRIPTION OF WORK TO BE PREFORMED
ff� IdentiifijiJ�catioJJn Please Type or Print Clearly)
OWNER: Name: Phone: 77 (d��0 U 7
Address: 7 �V/'fLC !slje, OC /)• "Lei
CONTRACTOR Name: PU'llc��l P S Phone: - u 1
Address: � � , Gv�r�-�'3 V L��� � d�Z4L
Supervisor's Construction License: d�d�I��' Exp. Date:
Home Improvement License: Exp. Date:
ARCHITECT/ENGINEER Name: Phone:
Address: Reg. No.
FEE SCHEDULE:BULDINGfY4MIT ER$Cl/ F THE TOTAL EST/MATED COST BASED ON$125.00 PER S.F.
Total Project Cost :$ /� ' � � FEE:$
Check No.:
Receipt No.:_�
Page I of 4
TYPE OF SEWERAGE DISPOSAL Swimming Pools ❑
F1Tanning/Massage/Body Art ❑
Public Sewer
Well F1Tobacco Sales ElFood Packaging/Sales 11
Permanent Dumpster on Site ❑ �
Private(septic tank,etc. ❑ Electric Meter location to
project
NOTE: Persons contracting with unregistered contractors do not have access to the guar nd
Signature of Agent/Owner Signature of contr
Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ tamped Plans ❑
THE FOLLOWING SECTIONS FOR OFFICE USE ONLY
INTERDEPARTMENTAL SIGN OFF-U FORM
DATE REJECTED DATE APPROVED
PLANNING & DEVELOPMENT ❑ ❑
[]Water Shed Special Permit
❑ Site Plan Special Permit
❑ Other
COMMENTS
DATE REJECTED DATE APPROVED
CONSERVATIO J �'
COMMENTS ��
DATE REJECTED DATE APPROVED
HEALTH ❑ ❑
COMMENTS
r
Zoning Board of Appeals: Variance,Petition No:
Zoning Decision/receipt submitted yes
Planning Board Decision: Comments
Conservation Decision: Comments
I
Water&Sewer connection/Signature& Date Driveway Permit
Temp Dumpster on site yesno Fire Department signature/date
Building Setback (ft.)
Front Yard Side Yard Rear Yard
Required Provided Required Provides Required Provided
Dimension
Number of Stories: Total square feet of floor area,based on Exterior dimensions.
Total land area, sq. ft.:
NOTES and DATA—(For department use)
Page 3 of 4
Doc:INSPECTIONAL SERVICES DEPARTMENTMFORM05
Created 1MC.Jan.2006
Building Department
The following is a list of the required forms to be filled out for the appropriate permit to be
obtained.
Roofing, Siding, Interior Rehabilitation Permits
❑ Building Permit Application
❑ Workers Comp Affidavit
❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses
❑ Copy of Contract
❑ Floor Plan Or Proposed Interior Work
Addition Or Decks
❑ Building Permit Application
❑ Surveyed Plot Plan
❑ Workers Comp Affidavit
❑ Photo Copy of H.I.C. And C.S.L. Licenses
❑ Copy Of Contract
❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And
Hydraulic Calculations (If Applicable)
❑ Mass check Energy Compliance Report (If Applicable)
New Construction (Single and Two Family)
❑ Building Permit Application
❑ Certified Proposed Plot Plan
❑ Photo of H.I.C. And C.S.L. Licenses
❑ Workers Comp Affidavit
❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And
Hydraulic Calculations (If Applicable)
❑ Copy of Contract
❑ Mass check Energy Compliance Report
In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the
Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds.
One copy and proof of recording must be submitted with the building application
Doc:INSPECTIONAL SERVICES DEPARTMENTMFORM05
Page 4 of 4
r - -
Location o �J t aS e
No. Date
,►o�Ta TOWN OF NORTH ANDOVER
O?o•,,`,O •,�o R
s i
Certificate of Occupancy $
Building/Frame Permit Fee $ PC)
AC NUS
Foundation Permit Fee $
Other Permit Fee $ r
TOTAL $
Check #
`19593 4
�Buiidinb inspector
f �10RTp� o/t
gO''14 e0
SSACHUSE
CONSERVATION DEPARTMENT
Community-Development Division
September 14, 2006
Mr. Don Mosher
7 Wildrose Drive
North Andover,MA 01845
7 WILDROSE DRIVE
North Andover
Construction of a Freestanding Deck
Conservation Conditions of Approval,NACC #20
On September 7,2006 US Remodelers,Inc., (contractor) filed for a small project review (section
4.4(K) of the North Andover Wetland Regulations) on behalf of the homeowners of 7 Wildrose
Drive,North Andover.The proposed work includes constructing a 12'x16' (192s.f) open,
freestanding deck within the Buffer Zone to an adjacent Bordering Vegetated Wetland (BVW). The
deck will be built on 8 sonotubes approximately 55' from the wetland resource area,at its closest
point, as shown on the attached sketch and detail sheet.All construction activities will be performed
by hand.
During the September 13,2006 public meeting,the North Andover Conservation Commission
(NACC) voted unanimously (6-0) to issue a small projects approval for the construction of a free-
standing deck at 7 Wildrose Drive,North Andover.
This permit is being issued to the being issued the property owner,who is ultimately responsible
for the actions and / or work performed at the above referenced property.As the property
owner,you must ensure that all of the requirements outlined in these documents are adhered to.
Failure to comply with the requirements outlined in this permit will result in future enforcement
action. The following conditions are mandatory under this small projects permit.
Conditions:
1. Since the proposed earthwork will be dug by hand,as well as the existing topography and
distance to wetland resource area,erosion controls are not required. However,the NACC
reserves the right to impose the use of erosion controls (hay bales & / or silt fence) if the site
exhibits erosion,or any noticeable degradation of surface water quality discharging from the site.
Should the erosion control be required by the NACC or the Conservation Department, they
1600 Osgood Street,Building 20,Suite 2-36,North Andover,Massachusetts 01845
Phone 978.688.9530 Fax 978.688.9542 Web www.http://www.townofnorthandover.com/(onserveLhtm
�G l�, ���'I l' S' t Fop/
r1 O R T►y ,oA
Town of 4Andover
0
NO.
o LAdover, Mass., •
COC HIC HEWICK
DRATED
'9S E BOARD OF HEALTH
Food/Kitchen
PERMIT T D Septic System
BUILDING INSPECTOR
THIS CERTIFIES THAT..... .dn......M ................. ........................................................................ Foundation
(OZ. tdel.O.L.0has permission to erect........................................ buildings on�....... l.. ... .................................... Rough
to be occupied as..l .u.m....0vt*;W...................................... 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-Laws relating to the Inspection, Alteration and Construction of
Buildings in the Town of North Andover. PLUMBING INSPECTOR
VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough
C� PERMIT EXPIRES IN 6 MONTHS Final
ELECTRICAL INSPECTOR
UNLESS CONSTRa' N. S TS Rough
................... 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.
ALL HOUSEPLATES ARE TO BE SUPPORTED BY 4"x6"OR 6"x6"
TRIPLE LAMINATED POSTS AT THE HOUSE OR BY A DOUBLE
2"00"CANTELEVER SYSTEM OFFSET FOM HOUSE,DEPENDING
UPON FIELD CONDITIONS. (SEE DETAIL !
2"00"HOUSE PLATE 3/8x4"DOUBLE H07 DIPPED GALVANIZED
EXISTING TOP PLATE LAG&WASHER @ 16"oc
1/2"EXISTING SHEETING E2XISJING �p 2"x4"LEDGER GIRDER BEAM
3/8"EXISTING SIDING BESRIN�W §1LLN"
3/8"x4"DOUBLE HOT DIPPED EXISTING 2"x4"
GALVANIZED LAG PLATE
3/8"DOUBLE HOT DIPPED6' 16' 16' 1
GALVANIZED WASHERS EXISTING SILL PLATE
3/8"x6"DOUBLE HOT DIPPED
GALVANIZED LAG hm SIDE BAND 3/8x6"DOUBLE DIPPED HOT
3/8"x4"DOUBLE HOT DIPPED HOUSE BAND IS NOT TO SUPPORT GALVANIZED LAG 8 WASHER @ 16"oc
GALVANIZED LAG ANY OTHER LOAD OTHER THAN ITS'
2"x4"LEDGER OWN WEIGHT. THE LAG PENETRATION
INTO EXISTING HOUSE BAND WILL BE THE LAG SPACING IS ONE 4"LAG AND
2"z10"HOUSE PLATE ONE 6"LAG ON EACH END 4" THE
A MINIMUM OF 1-3/4"AND A MAXIMUM HOUSE PLATE AND THEN ONE H LAG
NSTALLED USING AN ELECTRICAL OF 3". ALL LAG BOLTS ECTRICAL RAND ONE 6"LAG EVERY 16"OC
EXISTING CONCRETE I
FOUNDATION IMPACT WRENCH WITH A MIN.TORQUE
OF itOFT.-LBS
A --a%RAND B Ul F PLATE LAG BOLT SPACING
S E6�dbi6TloELUAU 1 T I U 4LN s ExC€E� I
4'x4'DECKING MODULE RECESSED
INTO UNDERSTRUCTURE AND -
TRUSS PLATES SPACED SUPPORTED BY WOOD ON WOOD
APPROX.EVERY 8'oc CONNECTION WITH GIRDER BEAM
LEDGERS AND FASTENED WITH
TYPICAL FRAMING MEMBER (213"NAILS EVERY 10"oc.
2"x8"TRIPLE HOT DIPPED
GALVANIZED 20 GAUGE TRUSS
PLATES ON BOTH SIDES OF NOTCH
20 GAUGE GALVANIZED SEE DETAIL
TRUSS PLATE INSTALLED
2N BO NOTCHED WITH 10 TON PRESS HOUSE PLATE
2"x4"LEDGER ON 80TH ENDS MODULE
TWO 3"GALVANIZED 2"x4"LEDGER G DETAILS SEE OETAllS
8CREW SHANK NAILS & C UNDERSTRUCTURE
2"x4"LEDGER L DETAILS
OTCHED BEAMS FORM A WOOD ON WOOD O
CONNECTION WITH THE 2"x4"LEDGERS OF
CONNECTING BEAMS. (8)3"GALVANIZED SCREW
SHANK NAILS i0 BE TOE-NAILED INTO EACH
HOUSEPLATE OR CONNECTING BEAM. SEE DETAIL
FRONT BAND 2"00"CROSS JOIST p POST
WITH 2"x4"LEDGER K DETAILS
LY
2"x4"LEDGER 2"x10"GIRDER BEAM 2"x10"SIDE BAND
WITH 2"x4"LEDGER WITH 2"x4"LEDGER
(MAX JOIST SPAN 16'-0") CONTAINS TRUSS PLATES NOTE-- SEE DETAIL® FOR:
C FRAMING/UNDERSTRUCTURE CONNECTION DETAIL ON ONE SIDE ONLY
1 NOT TO ALE DESIGN EXCEEDS 601b.LIVE LOAD WIxTH F4"LEDGERRONT BAND (1) POST AND FOOTER LAYOUT
WITH 2"x4"LEDGER 45-3/4'
CONTAINS TRUSS
EIDNLY (2) FRAMING AND UNDERSTRUCTURE LAYOUT
8'-0"MAX SPACING
LATERALLY BETWEEN POST " " " " " " " " (3) RAILING LAYOUT ISOMETRIC DRAWING
20 GAUGE GALVANIZED TRUSS 2"x10"GIRDER BEAM SIDE 1/8"WATER ZZ 6" (4) STAIR LAYOUT T
PLATE FOR REINFORCING BAND,OR CROSS J01$T DRAINAGE GAP NAILER LE�C:E�{�OARD I 1O SCALE DESIGN EXCEEDS 601b. LIVE LOAD
GIRDER BEAM NOTCH. INSTALLED 8" 8.. NAILER BOARD
WITH A 10 TON PRESS. 5
5/4"x4"DECKING DECKING - 8 DESIGNER DEC)
• 2"x4-3/t6" NOTE: FRAMING LUMBER TO BE SOUTHERN
LEDGER BOARD 1411-3/4"NAILS IN PINE NO.1 EXCEPT FOR 2"x10"GIRDER BEAMS
16'MAXIMUM LENGTH
EACH DIRECTION(TYP.I THAT FREE SPAN 8'OR MORE. THESE MEMBERS
2"x4"LEDGER/ TWO 3"GALVANIZED SCREW US REMODELERS DECKS,ENCLOSURES.AND GAZEBOS ARE NOT INTENDED TO SUPPORT HOT TUBS AND ARE TO BE SOUTHERN PINE SELECT STRUCTURAL
SHANK NAILS 8"c-c SWIMMING/BABY WADING POOLS. A SPECIAL SUPPORT PACKAGE IS REQUIRED FOR ADDITIONAL WITH Fb=2050 PSI. DECK BOARDS TO BE 5/4"x4'
E UNDERSTRUCTURE ASSEMBLY SUPPORT BEFORE ADDING THESE TYPES OF PRODUCTS OR ANY OTHER HEAVY UNITS NO.LUMBER GRADE EDW WITH SOUTHERN CQ NON-ARSENIC
BERIS TRE
10 0 SEADESIGN EXCEEDS 60Ib LIVE LOAD G MODULE INSTALLATION WITH FRAMING OVERVIEW BASED PRESERVATIVE TO CONFORM TO THE
�NO I TO SEALE DESIGN EXCEEDS 6ab.LIVE LOAD REQUIREMENTS OF AWPA C2-92.
NOTE:1500 lb.SOIL BEARING COMPACITY F
2"x10"HOUSE X-BRACING TO BE USED IN DECKS OVER 14'-0" ��J ttN Ass cy
SEE DETAIL AND Q�FOR POST 2"x10"SIOEBAND PLATE TREATED LUMBER BELOW GRADE WILL BE {;p
CONNECTION�o UNDER STRUCTURE. A .60 OR GREATER RETENTION LEVEL
FRONT BAND1 �C A T N
2"X10"FRONT BAND (4)3"NAILS,TOE- LN[, HAS
NAILED INTO E DETAIL 01 v
CANTELEVER BEAM. 3/8"x4"DOUBLE HOT
DIPPED GALVANIZED �"42737
2"x6"BACK JACK LAG WITH WASHER
AND(2)3"NAILS 2"x4"LEDGER
SHTO BE 3 NAILSE NAIL R8"oc DECK PO
ST GTO DECK THE POST FORMS
INTO THE INNER JACK 3/8"x6"DOUBLE UNDERSTRUCTURE 3/8"x4"DOUBLE HOT A WOOD ON WOOD Op
DIPPED GALVANIZED CONNECTION WITH
HOT DIPPED �s$
FOUR 3"GALVANIZED LAG WITH WASHER THE UNDERSTRUCTURE.
GALVANIZED AL
2"x6"FACE JACK PLATED LAGS SCREW SHANK NAILS AND 121 3"NAILS �6 p�p Ep
AND WASHERS SPACED EVERY 10"oc. CONNECTING 6"x6" I!A NOTTEDLPO5�6")
DOUBLE 2"x6" DECK POST TO DECK L M nleU
CANTELEVER SUPPORT TWO 2"%10'S UNDERSTRUCTURE 8'o.c MAXIMUM LATERAL
12'o.c MAXIMUM COMING OUT JOB HANE JOB NUMBER
NAILED WITH 2 NAILS CANTELEVER BEAMPOST SPACING M O S H E R 982182
EVERY PERS(TOTAL OFALL LUMBER W/GROUND
NAILS PER SUPPORT)INTO CONTACT TO BE TREATED PERMIT NUMBER BATE
g4E8L"pMVIJN. AT.60 OR 08-04-06
2"x6"INNER JACK POST. BAY
GRAMME RETENTION LEVEL GREATER STREET CITY
THE NAIL PATTERN GRADE 8"x15"CONCRETE 8"x15"CONCRETE 7 WILD ROSE DRIVE NORTH ANDOVER
IS TO BE 3 NAILS 66x55 TRR��pp�E p 6") FOOTING(FACTORY FOOTING(FACTORY
8"oc INTO FACE JACK LAMINiTED POOR PRECAST[013000 P.S.I. PRECAST 03000 P.S.I. CUMTY STAT
POST SPACING UNDER CONTROLLED UNDER CONTROLLED ESSEX MA 01845
ppEETTpp LL CCppNN ������ RR 66 CONDITIONS) ppEETTpp LL NNppNN CCpp TTEES� CONDITIONS) DESIGN DRAWN BY ICC LEGACY REPORT B
X1 )VX6"ITRIPLE 2"x6"1 POST CONSTR CT ON C��POSTICONNECTION.AND'FO�TER �KIPOSTICONNECTIONSNANDEF60TER,x6„ VAN BOON 93-52.01
\_L,/NOT TO SCALE EXCEEDS Gab.LIVE LOAD 1 NOT TO SCALE EXCEEDS 6014 LIVE LOAD NOT TO SCALE EXCEEDS Gab,LIVE LOAD 10411 DECK DIVISION
WO DBRIFOR ❑D EE VA 22171 PAGE) 1 OF 2
®COPYRIGHT 2000 US REMODELERS INC.
ALL HOUSEPLATES ARE TO BE SUPPORTED BY 4"x6"OR 6"x6"
TRIPLE LAMINATED POSTS AT THE HOUSE OR BY A DOUBLE
2"x10"CANTELEVER SYSTEM OFFSET FOM HOUSE,DEPENDING
UPON FIELD CONDITIONS. (SEE DETAIL 0
2"x10"HOUSE PLATE x4"DOUBLE HOT GIPPED GALVANIZED
LA
EXISTING TOP PLATE LAG 6 WASHER(d 16"oc
1/2"EXISTING SHEETING EpXIISSTIN'oG �y 2"x4"LEDGER GIRDER BEAM
3/8"EXISTING SIDING HOUSE BAN ON
EBBEARIINGGG W LL nn
3/8"x4"DOUBLE HOT DIPPED pLATENG 2"x4"
GALVANIZED LAG
3/8"DOUBLE HOT DIPPED 6' 6' 16' 16'
GALVANIZED WASHERS EXISTING SILL PLATE
3/8"x6"DOUBLE HOT DIPPED 3/8x6"DOUBLE DIPPED HOT
GALVANIZED LAG HOUSE BAND ISNOT TO SUPPORT SIDE BAND GALVANIZED LAG&WASHER 16"oc
GALVANIZED
DOUBLE HOT DIPPED ANY OTHER LOAD OTHER THAN ITS'
GALVANIZED LAG OWN WEIGHT. THE LAG PENETRATION
2"x4"LEDGER INTO EXISTING HOUSE BAND WILL BE THE LAG SPACING IS ONE 4"LAG AND
A MINIMUM OF 1-3/4"AND A MAXIMUM ONE 6"LAG ON EACH END OF THE
2"x10"HOUSE PLATE OF 3". ALL LAG BOLTS TO BE HOUSE PLATE AND THEN ONE 4"LAG
INSTALLED USING AN ELECTRICAL AND ONE 6"LAG EVERY 16"oc
EXISTING CONCRETE IMPACT WRENCH WITH A MIN.TORQUE
FOUNDATIONN OF 11OFT.-LBS
USE P1A7L A TAC -,�H�US BALOAND r D ,HOU$ P�ATE LAG OS
.sl&p
p5 NOT TO b.LIVE Lo D /
4'x4'DECKING MODULE RECESSED
INTO UNDERSTRUCTURE AND
TRUSS PLATES SPACED SUPPORTED BY WOOD ON WOOD
APPROX.EVERY 8'oc CONNECTION WITH GIRDER BEAM
LEDGERS AND FASTENED WITH
TYPICAL FRAMING MEMBER (2)3"NAILS EVERY 10"oc.
2"x8"TRIPLE HOT DIPPED
GALVANIZED 20 GAUGE TRUSS
PLATES ON BOTH SIDES OF NOTCH
20 GAUGE GALVANIZED SEE DETAIL
TRUSS PLATE INSTALLED
2"x BOTH ENDS NOTCHED WITH 10 TON PRESS 2"x10"
2"z4"LEDGER ON OHOUSE PLATE (— MODULE
TWO 3"GALVANIZED 2"x4"LEDGER LJ DETAILS SEE DETAILS
8SHANK NAILS
"C-c. $r UNDERSTRUCTURE
2"x4"LEDGER C L DETAILS
OTCHED BEAMS FORM A WOOD ON WOOD O
CONNECTION WITH THE 2"x4"LEDGERS OF
CONNECTING BEAMS. (8)3"GALVANIZED SCREW
SHANK NAILS TO BE TOE-NAILED INTO EACH
HOUSEPLATE OR CONNECTING BEAM. SEE DETAIL
FRONT BAND 2"00"CROSS JOIST & POST
WITH 2"x4"LEDGER
2"x4"LEDGER K DETAILS
2"x10"GIRDER BEAM 2"x10"SIDE BAND
WITH2"x4"LEDGER WITH 2"x4"LEDGER NOTE-- SEE DETAIL® FOR:
(MAX JOIST SPAN 16'-0") CONTAINS TRUSS PLATES
FRAMING/UNDERSTRUCTURE CONNECTION DETAIL ON ONE SIDE ONLY
1NOT
0 SCALE DESIGN EXCEEDS 601b.LIVE LOAD H 2"x FRONT BAND CONTAINS
45-3/4" (1) POST AND FOOTER LAYOUT
CONTAINS TRUSS PLATES
ON ONE SIDE ONLY (2) FRAMING AND UNDERSTRUCTURE LAYOUT
8'-0"MAX SPACING
LATERALLY BETWEEN POST " " " " '• " '• " (3) RAILING LAYOUT
20 GAUGEGALVANIZEDTRUSS 2"x10"GIRDER BEAM SIDE 1/8"WATER 2p 44�� t6" (4) STAIR LAYOUT ISOMETRIC DRAWING
PLATE FOR REINFORCING BAND,OR CROSS JOIST LEdGER�OARD �J T [0 SCALE DESIGN EXCEEDS 601b. LIVE LOAD
GIRDER BEAM NOTCH. INSTALLED DRAINAGE GAP NAILER BOARD
WITH A 10 TON PRESS. 8"
r1, J
S/4"x4"DECKING DECKING DESIGNER DECK
• 2"x4-3/16" •, ,• NOTE: FRAMING LUMBER TO BE SOUTHERN
LEDGER BOARD N 1-3/4"NAILS IN '' '' '' '' ''
16'MAXIMUM LENGTH EACH DIRECTION(TYP.I THAT FREE EXCEPT FOR
OR MORE.TIHEESE MEMBERS
2"x4"LEDGER TWO 3"GALVANIZED SCREW US REMODELERS DECKS,ENCLOSURES.AND GAZEBOS ARE NOT INTENDED TO SUPPORT HOT TUBS AND ARE TO BE SOUTHERN PINE SELECT STRUCTURAL
SHANK NAILS 8"c-c SWIMMING/BABY WADING POOLS. A SPECIAL SUPPORT PACKAGE IS REQUIRED FOR ADDITIONAL WITH Fb=2050 PSI. DECK BOARDS TO BE 5/4"x4'
E UNDERSTRUCTURE ASSEMBLY SUPPORT BEFORE ADDING THESE TYPES OF PRODUCTS OR ANY OTHER HEAVY UNITS N0.2 STANDARD GRADE SOUTHERN PINE.
LUMBER IS TREATED WITH ACQ NON-ARSENIC
1 0 0 SLATE ASIGEMBL EXCEEDS 601b.LrvELOAD �G1 MODULE INSTALLATION WITH FRAMING OVERVIEW BASED PRESERVATIVE TO CONFORM TO THE �tN OF AAs
NOT I U 5LALE DESIGN EXCEEDS 6ft LIVE LOAD REQUIREMENTS OF AWPA C2-92.
NOTE: 1500 Ib.SOIL BEARING COMPACITY
IL AND®FOR POST 2"x10"SIDEBAND 2"x10"HOUSE
X-BRACING TO BE USED IN DECKS OVER 14'-0" �� 'A
SEE DETAO AY>V' RST cn
CONNECTION O UNDERSTRUCTURE. PLATE TREATED LUMBER BEETS GRADE WILL BE v ALN;_ w
FRONT BAND LLNNGG A .60 ❑R GREATER RETENTION LEVEL
2"X10"FRONT BAND (4)3"NAILS,TOE- EIOETAIL®) �" 7
NAILED INTO G
CANTELEVER BEAM. DIVPED GALVANIZED 490
K JACK LAG WITH WASHER 0'
THE NAIL PATTERN ATTERN CONNECTING 6IL 6" 2"x4"LEDGER S`S�ONAL'�N�`
IS TO BE 3 NAILS 8"oc DECK POST TO DECK THE POST FORMS
INTO THE INNER JACK 3/8"x6"DOUBLE UNDERSTRUCTURE 3/8"x4"DOUBLE HOT A WOOD ON WOOD
HOT DIPPED DIPPED GALVANIZED CONNECTION WITH
GALVANIZED FOUR 3"GALVANIZED LAG WITH WASHER THE UNDERSTRUCTURE.
2"x6"FACE JACK PLATED LAGS SCREW SHANK NAILS AND 12)3"NAILS 6X6 t p�p�E p
ANDWASHERS.
2 z6" SPACED EVERY 10"oc. CONN
DECK PCOST TO DECK LAMINATTED COSlx6)
CANTELEVER SUPPORT TWO 2"x10'5 UNDERSTRUCTURE B'ox MAXIMUM LATERAL B NAME JOB NUMBER
12'o.c MAXIMUM COMING OUT JO
NAILED WITH 2 NAILS CANTELEVER BEAM POST SPACING M O S H E R 982182
EVERY 6"oc(TOTAL OF 10 ALL LUMBER W/GROUND
NAILS PER SUPPORT]INTO CONTACT TO BE TREATED PERMIT NUMBER DATE
848EL"pM�INr. AT.60 OR 08-04-06
o_O/ _Oc
2"x6"INNER JACK POST. BAY
MIN. GRADE RETENTION LEVEL GREATER STREET 0 '-F U
THE NAIL PATTERN GRADE 8"x15"CONCRETE 8"05"CONCRETE T
IS TO BE 3 NAILS 6"x6�N1TRiPLE02"�t6") FOOTING(FACTORY FOOTING(FACTORY WILD ROSE DRIVE NORTH ANDOVER
8"oc INTO FACE JACK LAM ATEU P S PRECAST 03000 P.S.I. PRECAST 03000 P.S.I.
COUNTY POS#SPACING UNDER CONTROLLED UNDER CONTROLLED ESSEX MAAT. 01845
��CIE7 p L CpN E� ER 6 CONDITIONS) pETp L NpN Cp�TE� CONDITIONS) DESIGN DRAWN BY ICC LEGACY REPORT N
(z6" 6"(TRIPLE 2"x6"1 OST CONSTRUCTION / J \PQSTICONNECTION.EAND'FRKR (K)RSP[OONNECTIONS ANDE�(�� P.6 x6" VAN BOON 93-52.01
1 NOT TO SCALE EXCEEDS 60B1.LIVE LOAD 1 NOT TO SCALE EXCEED5601b L1VEL0AD NOT TO SCALE EXCEEDS 601b.LIVE LOAD DECK DIVISI❑N FOR HOME DEPOT
1041 CANNONS COURT WOODBRIDGE, VA 22191 PAGE: 1 OF 2
0 COPYRIGHT 2000 US REMODELERS INC.
HORIZONTAL STARTING POINT VERTICAL STARTING POINT
0'-10" ABOVE GRADE 1'-6" AWAY FROM FENCE
r, ___ __FENCE __ FENCE
FENCE FENCE FENCE
THIS SPACE
LEFT BLANK
INTENTIONALLY
A MINIMUM OF(2)- 1"x4" WIND
BRACES ARE TO RUN DIAGONALLY DOUBLE FOOTER
FROM THE CANTILEVER TO THE (SEE DETAIL®)
FRONT BAND. THE WIND BRACES
ARE TO BE NAILED INTO THE BOTTOM
EDGE OF EACH OVERLAPPING MEMBER
WITH THREE 3"GALVANIZED
SCREW SHANK NAILS.
VINYL FLASHING TO BE USED 16'
WHEN APPLICABLE TO CHANNEL
WATER AWAY FROM HOUSE. APPROXIMATE ELEVATION 0'-10"
(MPOST/ FOOTER FRAMING/ UNDERSTRUCTURE RAILING AND STAIR LOCATION
1 NOT TO SCALE DECK DESIGN EXCEEDS 601b.LIVE LOAD
THIS SPACE
4'CORNERWING MODULE RECESSED "x4"LEDGER
INTO UNDERSTRUCTURE AND
SUPPORTED BY WOOD ON WOOD LEFT BLANK
CONNECTION WITH GIRDER BEAM
LEDGERS AND FASTENED WITH
(2)3"NAILS EVERY 10"oc. 2"00"
FRONT BAND 6"x6"(TRIPLE 2"x6")
LAMINATED POST
"x1o"
ORNERWING
READY MIX CONCRETE INTENTIONALLY
POURED MINIMUM OF 4"
2"00" 8"x15"CONCRETE MINIMUM OF 3000p.s.i.
GIRDER BEAM FOOTING(FACTORY
PRECAST(la 3000 P.S.I. �A`1%Of MA 4Cy� r
UNDER CONTROLLED
2"x1o" CONDITIONS) G
FRONT BAND
2"x10"CORNERWING O
Z p ANT fN
CORNERWING UNDERSTRUCTURE IS JBLE
7RIPLE LLAMINAT¢0 POT — POST FOOTER DETAILt�.l -j+i„Ai'IS
CONNECTED TO FRONTBAND WITH )SEE TAILS ND Z NOT TO SCALE DESIGN EXCEEDS 601b.LIVE LOAD
(8)3"SCREW SHANK NAILS r{Q.427 7
�Q
�1 CORNERWING INSTALLATION W/FRAMING OVERVIEW-
NOT TO SCALE DESIGN EXCEEDS sow.UVE LOAD EMIT
M❑SHER 982182 `cs N
ECK DI 0 S ANNONS�C13URPME DEP❑ PAGE 2 OF 2
mCOPYRIGHT 2000 US REMODELERS INC.
t
Jul 13 06 08: 28a NORTH ANDOVER 9786889542 p. 2
L
TOWN OF NORTH ANDOVER 0ORTH
+
APPLICATION FOR PLAN EXAMINATION
Date Received
of
Permit NiO: 0"
Date ISSLIedi
licant. Must complete all items on this page
----------
LOCATION_ r7
tint
PROPERTY
0 517 E!
PROPERTY OWNER L2A/
_�( 4— vPrint
MAP NO.: /-0 PARCEL: ZONING DISTRICT:
T -
HISTORIC DISTRICT YES 0TYPE &vn USE BUILDING PROPOSED UESE�EE
TYPE OF IMPROVEMENT 0 Non- Residential
R n PROPOSED
Ile f
One family
New Building Two or more family Industrial
PA,4ddition No. of units:
C_ Alteration No.
Repair, replacement Assessory Bldg
Demolition 1-16ther ONAJ ;> Others:
Movinp(relocation)
Foundation only
ES 'RI TION OF WORK TO B PRE FORME ', 6
Identification Please Type or Print Clearly)
OWNER: Name: ,
Address: e-A ver
CONTRACTOR Name: 0 110,r'4 v If
Address:
O
O Exp. Date:
Supervisor's Construction License:
[-tome Impro-,c;rncnt LicenSe:__/a2Z_3_� Exp.
RC IJ I TECT ENGINEER \i1anic: Phone:
Rig. No.
"Wdress:
-0 (10 PER S-F-
ULDLYGE. • PEROY 0 OF TitE TOTAL ESTIMA TED C SED OA S125
FEE SCHEDUE:8 xl2.00!:-FEE:
12tg Project Cost S
Check No,: Receipt No.:
Jul 13 OG 08: 28a NORTH ANDOVER 9786889542 P. 3
TYPE OF SE1yERAGE DISPOSAL - Swimming Pools
Tanning'Massage Body Art
Public Sewer
Tobacco Sales — Food Packaging:Sales Well
Permanent Dumpster on Site _
Private(septic tank etc. Electric �[cter location to
project
NOTE: Persons cotttrrtctittg with rutregistered contractors do not have access to the guaran(t'fiend
Si��nature of Agent'Owne Signature of contractor
Plans Submitted Plans V4'aived Certified Plot Plan Stamped Plans
THE FOLLOWING SECTIONS FOR OFFICE USE ONLY
INTERDEPARTMENTAL SIGN OFF- U FORM
DATE REJECTED DATE APPROVED
PLANNING & DEVELOPMENT ❑
[]Water Shed Special Permit
❑ Site Plan Special Permit xx
❑ Other
COMIAENTS
DATE REJECTED DATE APPROVED
CONSERVATION
CONIIAENTS
DATE REJECTED DATE APPROVED
HEALTH
CONNIMENTS
Zoning Board oFAppeals: Variance. Petition No:
Zoning Decision:receipt submitted yvs
Planning Board Decision: comments
Z.
(-onscr4atE0n Decision: TComments
11 atcr& Sewer connection:Si nature& Date Drive«a Permit
`3
Temp Dumpster on site yes_no Fire Department signature date
�T
4
Jul 13 06 08: 28a NORTH ANDOVER 9786889542 p• 4
F Buildin Setback tear Yard
,:...
Front Yard Side Yard
aired Provided Required
Provides, aired Pr�'i e
Dimension
sj
- wumbcr of Storms: �6 Total squarem
feet of Floor area,based on Exterior diens ions
.
'•'tom.. (� 2
Total land area, sq.
wtYrGs and DA rA—f Por dt nrtmcnt usei
�a
Jtx:! 1'I:C!a%`•.11.:fa:`,'It:L.:,1):.PAR i V!l•V
Jul 13 06 08: 28a NORTH ANDOVER 9786889542 P• 5
Building Department
The following is a list of the required forms to be filled out for the appropriate permit to be
obtained.
Roofing, Siding, Interior Rehabilitation Permits
o Building Permit Application
Workers Comp Affidavit
❑ Photo Copy Of H.I.C.
An
d<
Or C.S.L. Licenses
o Copy of Contract
Floor Plan Or Proposed Interior Work
Addition Or Decks
o Building Permit Application
Surveyed Plot Plan
o Workers Comp Affidavit
Photo Copy of H.I.C. And C.S.L. Licenses
o Copy Of Contract
on Plan Of Proposed Work With Sprinkler Plan An
FloorlCrossection/Elevati
Hydraulic Calculations (If Applicable)
❑ Mass check Energy Compliance Report (If Applicable)
New Construction (Single and Two Family)
Building Permit Application
u Certified Proposed Plot Plan
❑ Photo of H.I.C. And C.S.L. Licenses
Workers Comp Affidavit
❑
Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And
Hydraulic Calculations (If Applicable)
a Copy of Contract
❑ ;�tass check Energy Compliance Report
In all cases if a variance or special permit was required
applicant the
musClerks
t then get this recorded the
thedecision
Reg Registry or Deeds
tile
appeal period is over.
eats that the pp P •( n
f.4 lIC
1h 1
Board o pp g; p
one copy and proot'of recording must be submitted with the buildin r p
P:V'Ca)PI Oi US `
Home • • - Decks
Customer's Last''`a .First Name Stare No. Order No.
I 7Z W LU a6S
Service Address 29:1 Z 1114S�
f•S d'
State Zip
City
Billing/Mailing Address(it(ilfferent from Service Address) Ir�ii
Slate dip
City
tome'S paytime Tel.No. Customer's Evening Tel.No.
Stom 's Drivers License No.or State dgndff�on No.
CUSTOMER'S INITIALS; BY INITIALING,YOU AGREEE THAT BY YOUR SIGNATURE BELOW,HOME DEPOT,ITS AFFlIiATES,OR AN AUTHORIZED REPRESENTATIVE MAY CONTACT YOU
BY PHONE,FAX OR EMAIL ABOUT OTHEA SERVICES THAT MAY BE OF INTEREST TO YOU,YOU MAY ALWAYS CHANGE YOUR MIND LATER;JUST LET U5 KNOW.
Primary Payment Method: ❑ChecWoney Order ❑Home Depot CardlHome Improvement Loan ❑AMEX ❑Discover ❑MasterCard
Primary Account Number: Expiration' 1["�
Secondary Payment Method:❑ChecklMoney Order ❑Home Depot Card/Home Improvement Loan ❑AMEX ❑Discover ❑MasterCard i=I VISA
Secondary Account Number: Expiration. I
Payment Schedule: You agree Your payments will become due on the dates indicated below and,if You are paying other than by check or money order,may
be automatically charged or debited(as applicable)to Your designated account(s)when due.
Down Payment: 1 5 $� Due immediately.Your down payment is NOT an installment payment under this Agreement.
Final Payment: $
° Due on finish date(see below)of installation,
Sales Tax: $ If applicable.
Total Amount of Sale: includes all applicable discounts,rebates,and taxes.Excludes finance charges!
'Any interest payments or other finance charges will be determined by your separate cardholder or loan agreement,to which Home Depot is NOT a party.Please see
this Agreement's General Terms and Conditions for more details as to other charges that may apply.
Antici ted Inata f gYiUL@ Please note:Neither The Home Depot nor Installation Professional are responsible for startffinish delays resulting from events
beyond their control including,but not limited to,Change Orders,acts of nature,governmental actions,manufacturing delays or
Star)Date: i A/ damage to merchandise cause by third parties,labor strikes/unrest,Your creditlfinancing,any incorrect information You provide,
legal encumbrances on Your property.Your property's nonconformance with zoning requirements or building code requirements,
hidderllunforeseen physiealthazardous conditions(including,but not limited to,environmental hazards such as mold,asbestos
Finish Date: J ^1 and lead paint)at Your service address or Your noncompliance with this Agreement.The Home Depot reserves the right to
terminate this agreement and/or require installation professional to discontinue Installation given any of the foregoing conditions.
Q*itions:"You"P'Your"means the customer identified above."Installation"means the installation services specified in this Agreement."Installation
Professional"or"Professional"means an Independent contractor authorized by Home Depot(licensed and insured as required by Home Depot and
applicable law)and the contractor's employees,agents and subcontractors."Agreement"means this Speclal ServiceslHome improvement Agreement
between You and Home Depot U.S.A.,Inc.(interchangeably referred to as"Home Depot"or"EXPO Design Center"),which includes this page,the
General Terms and Conditions following this page,the State Supplement,the Invoice or Specifications and any other documents expressly made
a part of this Agreement.Please see this Agreements General Terms and Conditions for additional definitions.
Acceplance and Authorize p:By signing below,You authorize Home Depot to(a)arrange for Installation professional to perform Installation and/
or(b)order and arrange for the delivery of special order merchandise,including special order merchandise that may be custom made,as specified
in this Agreement.You understand this Agreement constitutes the entire understanding between You and Home Depot and may only be amended by
a Change Order signed by Home Depot(or by Instaiiation Professional or its authorized representative on Home Depot's behalf)and You.This
Agreement expressly supersedes all prior written or verbal agreements or representations made by Home Depot,Installation Professional,You,of
anyone else.Except as set forth in this Agreement,You agree there are no oral or written representations or inducements,express or implied,in any
way conditioning this Agreement,and You expressly disclaim their existence.Do not sign if blank or incomplete.(installation Professional's/
permitting information may treed to be provided to You later.)By signing,You acknowledge that You have read,understand,and accept this
Agreementin s entirety.You further acknowledge receiving a complete copy.Keep it to protect Your legal rights.
A �1/ Pro%oonars Full rade Name, and Limen Na or Nos.as Apocabie:
c�j
s tum Date �J�j
e Molal BY INITIALING.YOU AUTHORI EUVERY OF MERCHANDISE
TO SERVICE D SS OVIDED ABOVE WITHOUT OBTAINING DELIVERY AGENT'S Prot sionarsTel.No.
SIGNATURE AND AGREE TO INDEMNIFY AND HOLD HOME DEPOT HARMLESS FROM ANY
LTING Ms.
Pro R Si to Die
* Please PRINT Your esperson's License if Applicable
HONE DEPOTS LICENSURE INFO;SEE ANNEX 1
no op to Ive o Depors Behalf:PRiNT Your Full Personal Name BUYEn'6 RIGHT TO CANCEL;SEE GENERAL TERMSICONDITIONS
NSa50(WOW) DISTFUSUTION:white—Home Depot Copy Yellow✓-Customer Copy Pink—Instaliation Profe$sional Copy
noaruoftsuuuingnegurauousanuatanualus
Registration: 123392 One Ashburton Place Rm 1301
Expiration: 2/11/2007 Boston,Ma.02108
'Type: Supplement Card
US REMODELERS INC-d.b.a FAC
6ATF96RELL
405 STATE HIGHWAY 121 BYPASS /
EErWf5 A LE,TX 75067 Administrator Not valid without signature
,lie -e0MWWMVea" 0
Board of Building Regula ions and Standards
One Ashburton Place - Room 1301
Boston. Massachusetts 02108
Home Improvement Contractor Registration
Registration: 123392
Type: Supplement Card
Expiration: 2/11/2007
US REMODELERS INC-d.b.a FACELIFTER --- -
DAN FARRELL
405 STATE HIGHWAY 121 BYPASS STE, 2
Lewisville TX 75067
Update Address and return card. Mark reason for change.
DPS-CAI 0 soM-04/05-PCW98 [� Address E] Renewal Employment Lost Card
✓2e�a��vrnan o�✓f�aaoac/u
BOARD OF BUILDING REGULATION'S
License: CONSTRUCTION SUPERVISOR
Number: CS 070960
Birthdate: 09/25/1966
;..---
Expires:09/25/2007 Tr.no: 4319.0
Restricted.: 00`
DANIEL H FARRELL
101 POPLAR ST'%
TEWKSBURY, MA41876 commissioner
600 Washington Street
Boston,MA 02111
www.mass.gov/dia
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
A licant Information Please Print Legibly
Name (Business/OrgWzation/lndividual): U- 5.
Address:
r
City/State/Zip:W ,O Phone t ( 3G- 3
A�r�e,�°u an employer? Ch ck he;appropriate box: Type of project(requir.ed):
1.Lv1 I am a employer with" 4• ❑ I am a general contractor and 1 6. ❑New construction
employees(full and/or part-time).* have hired the sub-contractors
j 2.F1 am a sole proprietor or partner-
listed on the attached sheet t �• Remodeling
ship and have no employees These sub-contractors have 8. ❑ Demolition
working for mein any capacity. workers' comp.insurance. 9. ❑ Building addition
[No workers' comp. insurance 5. ElWe are a corporation and its 10.❑ Electrical repairs or additions
required.] officers have exercised their
Tight of exemption per MGL 11.❑ Plumbing repairs or additions
3.El am a homeowner doing all workp p
myself.[No workers' comp. c. 152, §1(4), and we have no 12.❑ hoof repairs
employees. [No workers'
insurance required.] fi 13.❑ Other
camp.insurance required.]
Any applicant that checks box 41 must also fill out the section below showing their workers'compensation policy information:
t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such.
tContractors that check this box must attached an-additional sheet showing the name of the sub-contractors and their workers'comp.policy information.
1 am an employer that is providing wokkers'compensation insurance for my employees. Below is the policy and job site
information. �
Insurance Company Name: /U �rr f�
Policy#or Self-ins.Lic.#: C -7/-7T `� Expiration Date: 6M
Job Site Address:
/ .V/1(� pS 1 11'2- City/State/Zip: A�
0 (p�
Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date).
Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a
fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine
of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of
Investigations of the DIA for insurance coverage verification.
1 do hereby cert u sins and penalties of erjury that the information provided above is
true and correct.
Si a e: Date:
Phone#
Oficial use only. Do not write in this area,to be completed by city or town official.
1.
City or Town: Permit/License#
Issuing Authority (circle one):
1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector
6.Other
Contact Person: Phone#: —
1
I
} , 5 t G c r DATE(MM]DD YY 1
A CORD,. � � x , 04/03/06
PRODUCER
FC
CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY
AonRisk services, Inc. of Virginia7325 Beaufont Springs Drive CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS
Suite 300 TIFICATE DOES NOT AMEND,EXTEND OR ALTER THERichmond VA 23225 USA ERAGE AFFORDED BY THE POLICIES BELOW.
PHoxE• 866 283-7124 FAX-(866 430-1035 INSURERS AFFORDING COVERAGE
INSURED iNSURERA: National union Fire Ins Co of Pittsburgh
U.S. REMODELERS, INC iNSURERB: American Home Assurance Co.
Attn: Stephen Thompson
405 State Highway 121 Bypass INSURER C: American Guarantee & Liability Ins Co
Building A; Suite 250
Lewisville TX 75067 USA TNSURERD:
d
INSURER E: v
� `=�I1B',��tT�1�iCa1C11SaII011IItCDaQ��O.: .•.$nSCIDCBtS°`CbV CS� ':QOltdlti0Ii8',SIldiEXI�USIOri4Q��lC' 11C1CS�i}lOW1l.':"..e-.'. . -.�. .:a;= ':,;:� y
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOTWTTHSTAN=T?G
ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WiTH RESPECT TO WHICH THiS CERTIFICATE MAYBE ISSUED OR MAY
PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN iS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.
AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
T.%SR PoLicytyrzcTwE POLiCYEXPiRATIO.N
LTR TYPE OF INSURANCE POLiCYNUMBER DATF.(-MMWD%YY) DATEMMODWY) LIMITS M
A GEVERALLiABiLTTY GL1774139 04/02/06 04/02/07 EACH OCCURRENCE 51,000,000 rn
General Liability N
X COMMERCIAL GENERAL LIABILITY FIREDAMAGE(Aoyoncfnc: $250,000 r;
CLAIMS MADEX❑OCCUR MED EXP(Any one Pawn) $5,000 n
PERSONAL&ADV INJURY $1,000,000
GENERAL AGGREGATE S2,000,000
GEN1 AGGREGATE LiMIT APPLIES PER:
PRO- PRODUCTS-COMP/OP A", $2,000,000
POLICY JECT a LOC z
rd+
AAL 8262349 04/02/06 04/02/07
AUTOMOBILE LIABILITY COMBINED SINGLE LiMIT
Business Automobile (Ea wcidmv) $1,000,000
A ANY AUTO AL 8262348 04/02/06 04/02/07 U
X ALL OWNED AUTOS B11��,SineSS Auto - MA BODiLYiNJURY
A AL`'8262347 04/02/06 04/02/D7 (P-Pawn)
SCHEDULED AUTOS Business Automobile - VA
X HIED AUTOS BODILY INJURY
(Pcr accident)
X NOW OWNED AUTOS
PROPERTY DAMAGE
(Per accidot)
GARAGE LIABILITY AUTO ONLY-EA ACCIDENT
ANY AUTO OTHER THAN 'E ACC
AUTO ONLY: AGfi
C EXCESSLiAWLTTY AUC534554901 04/02/06 EACH OCCURRENCE $10,000,000
umbrella
OCCUR 11 CLAiMSMADE AGGREGATE $10,000,000
DEDUCTIBLE
RETENTION
B WC7171490 04/02/06 04/02/07 X WC STATU• OTH-
WORKERS COMFENSATiONA`iO Workcompensation - A05
EMPLOYERS'LiAWLTTY
Workers OR LIMITS ER
B WC7171491 04/02/06 04/02/07 E3••EACHACCiDENT 51,000,000 c
Workers Compensation - CA E.L.DISEASEPOLiCYLTMTT $1,000,000
El.DISEASE-EA EMPLOYEE S1,000,000
OTHER
DESCRIPTION OF OPERATIONS/LOCATiONSMICLESIEXCLUSiONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS -
Cancellation Provision shown herein is subject to shorter Or longer time periods depending on the jurisdiction of,
and reason for, the cancellation.
Aff
CER'i$ C T'E Olst)�It PYTION >: t,. a W
U.S. Remodelers, Inc.µ SHOULD ANY OFTHEABOVEDESCRTBEDPOLiCiESBECANCELLEDBEFORETHE EXPIRATION gin
5 State Highway 121 Bypass DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TO MAiL
40
40 30 DAYS WRITTEN NOTICE TO THE CERTIFICATEHOLDER NAMED TO THE LEFT,
Building l dVl l 1 e ing A, Suite to 121 TX 7 5067 USA BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY
OF ANY KIND UPON THE COMPANY,iTS AGENTS ORREPRESENTATTVES.
On
AUTHORIZED REPRESENTATIVE '�c'4,E Se2os'c`4. 7aaa. rry
Plan Of L and
/n
North Andover, Mass.
sho wing
"As—Built Foundation Location
Road L o t 7—Wild Rose Drive
Holly Ridie
(Private - 40' Wide) Prepared For
76.58' Toll Brothers, Inc.
OD' 58.58' Date: Decernber Z 1993
Drainage---�o
Easement
v
Zoning District:
Lot e-» R-2 Residence 2 District
O o i / _ (Planned Residential Development)
o 376 S.F. g9
O O ' C/"ES open Space Note:
Property Line Data Taken From A Plan By —
16 ^ (Area 2) Thomas E. Neve Associates, Inc. Dated
O ^ Co � April 21, 1992 Rev.-sed tc June 26, 1992.
223 h�
/n My Opinion, This Foundation /s Not /n A
Flood Hazard Zone As 1
Shown On The U.S.D.H.UD
Corcre to Flood Hazard Boundary Maps
Foundation
0
`'To p- cry / Hereby Certify That The Foundation On This
op, ` 84.37' ` Property /s Located As Shown On Plans And
Complies With The Zoning Requirements
Of The Town Of North Andover, Mass.
�tµ+ v r
Rosemont (Private - 50' Wide) Drive T 31724317244
Protessi p,Tgnd' Surveyo
Thomas-L.Iftenr Associates, Inc.
Engmea�s — Surveyors — Land use Planners
447 O/d Bostan Road — US Route /
Topsfle/d Massachusetts 01983 887-8586
Plan Of L and
/n
North Andover, Moss.
showing
"As-Built Foundation Location
�/ ill Road L o f 7-Wild Rose Drive
H�IIJ R Prepared For
(Private — 40' Wide) Toll Brothers,
Inc.
76.58'
• ��' ./ �• � ` 58.58' � � Date: 0acembar $ 1993
w
Q � 12 Drainage--�IPI
1 m
q�` Easement
v
/
Zoning District:
Lot 7
�\ a-» R-2 Residence 2 District
QO o i (Planned Residential Development)
0 376 S.F. 49' \
Cres
Open Space Note:
I .�- n Property Line Data Taken From A Plan By
( —
Al e0 2)
6 Thomas E. Neve Associates, Inc. Dated
,O CIV� v � � April 21, .'992 P,ev.�sed to June 26, 1992.
�.B•l6" _
/n My Opinion, This Foundation /s Not /n A U.
Flood Hazard Zone As Shown On The S.D.H.U.D
Concrete __ 27.6'_ Flood Hazard Boundary Maps.
_`� Foundation
0
Hereby Certify That The Foundation On This
op, 84.37' ` Property is Located As Shown On Plans And
Complies With The Zoning Requirements
Of The Town Of North Andover, Mass.
• V K I
Rosemont (Private — 50' Wide) Drive r- T r
Pro fessi Lang Surveyo
Thomas-PfteNr Associates, ha
£ngineais — Surveyors — Land Use Plamers
447 O/d Boston Road — US Route 1
Topstie/d Massachusetts 01983 887-8586
Plan Of L and
/n
North Andover, Mass.
sho wing
"As—Built Foundation Location
Holly
Ridge Road Lot 7—Wild Rose Drive
(Private — 40' Wide) Prepared For
r.... Toll Brothers, Inc.
76.58'
•� 0�' � - � 58.58' I
r Date: December 2, 1993
- w 1Drainage--�o
i� Easement I� ScRJe "r cia/
NJ
Zoning District:
Lot 7
o a 9-17 R-2 Residence 2 District
O o i Planned Residential Deve% ment
W6 S.F. g9' p
cres
\ �
Open Space Note:
n N .f - - Property Line Data Taken From A Plan B
/Area 2 p y y
' "i 16 ^ ` Thomas E. Neve Associates, Inc. Dated
to ^ ao _
April 21, .11992 P,ev,�7ed to June 26, 1992. —-
a�
as
X23' Eting
/n M
xisy Opinion, This Foundation /s Not /n A
i / Flood Hazard Zone As Shown On The U.S.D.H.U.D
Concrete __ 27.6'_ Flood Hazard Boundary Maps.
N Foundation
so R��' N / Hereby Certify That The Foundation On This
00- 84.37' ` Property /s Located As Shown On Plans And
Complies With The Zoning Requirements
Of The Town Of North Andover, Mass.
Rosemont (Private — 50' Wide) Drive •° E
b.81r1/
Professt ",f Surveyo
Thomas-EAVehr Associates, /nc.
Engineers — Surveyors — Land Use Planners
447 O/d Boston Road — U.S. Route 1
Tops>ie/d Massachusetts 01983 887-8586
Plan Of L and
In
North Andover, Mass.
sho wing
"As-Built Foundation Location
lQ/ e Road Lot 7—Wild Rose Drive
Holly R 9
Prepared For
(Private — 40' Wide) Toll Brothers, Inc.
76.58'
r i Dote. December 2 1993
ODrainage--�0
i� Easement SC ra LtLGj C,
v I m
Zoning District:
Lot t e-17 R-2 Residence 2 District
10 o
Qi
, (Planned Residential Development)
IQ) 0 4-7/
?r I t 376 S.F. g�'
cres \
Open Space Note:
t n i . - Property Line Data Taken From A Plan By —_
�g (Area 2)` Thomas E. Neve Associates, Inc. Doted
April 21, .1992 Revised to June 26, 1992.
\moo.
EX/S t/n9 /n My Opinion, This Foundation /s Not /n A
Flood Hazard Zone As Shown On The U.S.D.H.U.D
Concrete __ 27.6'_ Flood Hazard Boundary Maps.
N Foundation
21'x,
i
Q
'To O- N ! Hereby Certify That The Foundation On This
op_ 84.37' Property is Located As Shown On Plans And
Complies With The Zoning Requirements
Of The Town Of North Andover, Mass.
Rosemont (Private — 50' Wide) Drive r E
a+rz�
Profess, ,Vgn, Surveyo
Thomas-PJWehr Associates, Inc.
Engineers — Surveyors — Land Use Flamers
447 0/d Boston Road — US. Route 1
Topstle/d Massachusetts 0198) 887-8586