HomeMy WebLinkAboutBuilding Permit #362 - 58 SAUNDERS STREET 11/2/2006 . a
ANDOVERA=. F7WRTH
FOR PLAN EXAMINATION �,� T6O �
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Permit NO: Date Received 4L Ii
Date Issued: �1s044roo
IMPORTANT: Applicant must complete all items on this page
' S` � _
LOCATION �yryCXY'�`v�' /�o'� RC1/' a I fC1,5
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PROPERTY OWNER PGL-� '�1 CfC.� Pl�r�yd y
Print
MAP NO.: PARCEL: �a ZONING DISTRICT:
TYPE AND USE OF BUILDING HISTORIC DISTRICT YES ❑
TYPE OF IMPROVEMENT PROPOSED USE
Residential Non- Residential
❑New Building eOne family
L�'Zdition ❑ Two or more family ❑ Industrial
❑' Alteration No. of units:
❑ Repair, replacement ❑ Assessory Bldg ❑Commercial
Demolition
C Movin (relocation) k6ther coed UCC-t— ❑ Others:
❑ Foundation only
DES PTIO OF WORK TO BE PREFORMED
r
aC 12 12/X T1/ f lJ C,c� �[V) ��r�f i(� PJ. 00
Identification Please Type or Print Clearly)
OWNER: Name: O� AC. Ck- ` Phone:
Address:
CONTRACTOR Name:" .S_ Ode/-Q v--�: _-;�/C Phone:
Address:/,�5 ,/%,V/d1 \—C-� (/1i � i /AQ,
Supervisor's Construction License: 0761 5 G Exp. Date: 9101 C 7
Home Improvement License: �d��17 2 Exp. Date: c�—/ /- G7
ARCHITECT/ENGINEER Name: Phone:
Address: Reg. No.
FEE SCHEDULE:BULDING PER IT:$12.00 PE 00 OF THE TOTAL ESTIMATED COST BASED ON S125.00 PER S.F.
Total Project Cost :$— s FEES
Check No.: / � �] Receipt No.:
Page Iof4
d e
TYPE OF SEWERAGE DISPOSAL Swimming Pools
Tanning/Massage/Body Art E.
Public Sewer 1�7
Tobacco Sales —LJ
Well 0 __ Food.Packaging/Sales U
Permanent Dumpster on Site
Private(septic tank,etc. ❑ Electric Meter location to
project
NOTE: Persons contracting wr ister contractors do not have access to the guaranty fund
Signature of Agent/Ow e Signature of contractor
Plans Submitted Plans Waived Certified Plot Plan ❑ Stamped Plans ❑
THE FOLLOWING SECTIONS FOR OFFICE USE ONLY
INTERDEPARTMENTAL SIGN OFF- U FORM
DATE REJECTED DATE APPROVED
PLANNING & DEVELOPMENT. ❑ ❑
COMMENTS
DATE REJECTED DATE APPROVED
JN,,,CONSERVATION ❑ ❑
COMMENTS
DATE REJECTED DATE APPROVED
rHEALTH ❑ ❑
OMMENTS
FIRE DEPARTMENT - Temp Dumpster on site yes no
Fire Department signature/date
COMMENTS
Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes
Planning Board Decision: Comments
I
Conservation Decision: Comments
Water& Sewer connection/Signature& Date Driveway Permit
Jul -13 06 08: 28a NORTH ANDOVER 9786889542 p. 3
TYPE OF SE1\'ERAGE DISPOSA - Swimming Pools 'z
Tannins'Massage;Body Art
Public SeNNer — s
Tobacco Sales — Food Paekagin��Sales
Well
Permanent Dumpster on Site _ �r
PElectric deter location to
Private(septic tank.etc.
project ;1
COTE: Persons cuntractrrt unre r ter� contractors do►tut have access to Nus��urrrcuttl f' rrd
--�
Signature of contractor
Si�urnature of Agent:Own
.r _
Plans Submitted Plans 'Xaived Certified Plot Plan Stamped PI n
s
THE FOLLOWING SECTIONS FOR OFFICE USE ONLY :
INTERDEPARTNI ENTAL SIGN OFF- U FORM
DATE REJECTED DATE APPROVED
PLANNING & DEVELOPMENT ❑
Water Shed Special Permit
❑ Site Plan Special Permit x
❑ Other y
COMMENTS x'
DATE REJECTED DATE APPROVED
CONSERVATI ; s
r
COMMENTS Ci
DATE REJECTED DATE APPROVED
HEALTH
COMMENTS =
.Zoning Board of.\ppeals: Variance. Petition No:
Lwlims Uecisiun:receipt submitted yes
Planning Board Decision, continents
Conscr�,ation Decision: _Conultents
11 iitcr 5ctivur connection., igornature& Date Driveway Permit k;
Temp Dumpster on site yes no V Fire Department signature date
;k.
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.: 7
NOTES and DATA— For department use a
Page 3 of d
Doc:INSPECTIONAL SERVICES DEPARTMENT:BPFORM05
Created Mc.Ja112006
Building Department
The following is a list of the required forms to be filled out for theappropriate ermit to be
qP
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 N
Hydraulic Calculations (If Applicable)
❑ Mass check Energy Compliance Report (If Applicable)
New Construction (Single n le and Two Family)
( g Y)
❑ 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 DEPARTMEN'rMFORN105
Page 4 of 4
J
Location + ✓� � '
No. Date
MORTM TOWN OF NORTH ANDOVER
�o
0 R
F
� A
K • .. /.'
Certificate of Occupancy $ -
Building/Frame Permit Fee $ ![ t
SSACMUS6
Foundation Permit Fee $
Other Permit Fee $
TOTAL $
Check # J
a
19764
Building Inspector 4
tr7.•$".jc{ � 4.
a
DECK INSTALLATION SPECIFICATIONS ADDENDUM
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THE INSTALLED DECK DIVISION FOR THE HOME DEPOT GENERAL
n;�} CALL 1.800-USA-DECK DECK
AT-HOME yHOME
(That's 1-800-872-3325) ADDENDUM
CustomerNo.: Sales Coordinator: Date: "Iv Page 1of 1
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OrionaloontrectAmount...........................••...............,......•„•..,...,.•..........................•.............,,....................................•..... $ :Z4 3B3
AddltimalCharges...............................................................................................................................................................
credits $
Tota1 Now Contract Amount ..•...••........................... •....•••..•..... ( / 3 `-)I
OdginalDeposk........................................................ ` $ �? I-
.
AddtonalDeposltbesedonthis eddhrrhdum:Due: `..•..•.............•..•....•.............•..........,.........•.....•.......,.......,.
Second Payment:Applicable onlyRdittransadbnwinbepaidinpans.Due:_ ...................•......•..... $
Final Payment:Due upon lnstellationcompletion..............•.•. J �-
Seles7ax:if applicable.Sales tax may not apply in all states.....•.........•...•...•..................•..................... $ _
Total Payment:Indudesallapplicadediscounts,rebates.and laxes•Excludes finance charges•........................................... n'_ .3 �^
Merurrxtmalbmda tmhedinwmest3io&SeeYwftteLmNAddendumtxdeWis.
PhiveryPaymenimethodLoan❑AMEX[I Discover MasterCard Pisa
Primary Card Number': ChedJMone Otder• Home De tCarkyHomelm rovemsnlExpiration:
SwOMarYPaY=ntMe#W:[3Ctmd#MoneyOrdef*Q Home Dept CardlHonre Improvement Loan❑AMEX❑Discover[2MasWrCardf7 Vats
Secondary Card Number.' Expiration /
'llpayingbycheckmintnerneoftur bank,bankawAnd person,and bank lots*=numberbrpurposeofvedtyingautfidanuyofMds(Hrequested): .—
Payment schedule subject to change.It this transaction is financed via a Home Depot Card/Home Improvement Loan,You agree,
Your schedule payments will be automatically charged to Your designated accounts)on or about the Indicated due dates.Home
Depot will try to charge all scheduled payments to your Primary account but reserves the right to charge payments to any of the
accounts listed above in the order It deems necessary.You must notify Home Depot or triala0sr no later than ten(10) days prior
to the next scheduled payment date If you want to make alternate arrangements to pay.Credit card transactions and home
Improvement loans,Including Home Depot Consumer or Commercial Credit Card transactions and Home Improvement Loans,are
further governed by the terms and conditions of Your cardholder or loan agreement,which is separate from this agreement.
Intitall is ion; mal t'hau d-C Start and lkdsh d"s are approximets and may ohmgl.Home Depot and Wier are not respahahle lot delays
Stan.Data: �`] Cawed by events beyond Mr control,Inducing,but riot limiled to,acts of nature,ante of govemmental entities,dernery delays a
�` Inablllty of Suppliers to deliver,strikes,Your Inanong,incorrect intormatan Iron You,hidden or unkxesesn condabrrs at Your cervine
Finish Data: _/ address,Change Orders,er Your noncompliance with this agreement.
This Is an addendum to your contract. See contract dated for complete details
It is agreed and understood between the parties that is this Addendum and original Agreement along with other signed addendums constitute the
entire understanding between the parties,and there-are no verbal understandings changing or modilying any of the terms of this Addendum.Other
than as specifically indicated herein,all the terms and conditions of the Agreement will remain in lull force and effect.Buyar(s)hereby acknowledge
that Buyer(s)has(a 6thfisAddendum and has receiv comple ed,signed end dated copy of this Addendum on the date written below.
Salescor>sullaniName j SalesConsulle ignature pato
CusromegsisNams(print) Cuslarar(spsSignaNre Cusfansr(a Spoee'sSigutursorCo. 'torWaSigrtatu
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HORIZONTAL STARTING POINT VERTICAL STARTING POINT
4'-5"BELOW WINDOW 5'-8"FROM RIGHT
CORNER OF HOUSE
POST CAP
THE RAIL POST ASSEMBLIES ARE
70 BE SPACED AT 70-oc MAXIMUM
X ON DECK PERIMETER BAND. TOP RAIL BRACKET ITYPI
2-x4"RAIL PLATE
4"x4"PVC POST 2-x2"PICKETS
X W/DOUBLE 2"x4"
WOODEN INSERT BOTTOM RAIL
WEBBED 4"x4"PV(POST
STAIRWAYT GRADE X WOODEN INSERT
E2-x
(SEE DETAIL O� 9..1 ,, W/ u L x4
2-x10-DECK BAND
(SEE DETAIL P22 1 APPROX 48- APPROX 48"
�/
CV
3/8-x4-AND 3/8"x5" 2"x2"PICKETS SPACED
X X
DOUBLE HOT DIPPED LESS THAN 4"APART
GALVANIZED PLATED LAGS
WASHER CONNECTING 2"x4"
RAIL POST 70 FRONT BAND
X \ 2-x10-DECK BAND LT'__\VINYL RAILING DETAILS
11'RAILING
X (SEE DETAIL P22) 2 NOT TO SCALE DE5191E)(tgD6200tD.EJYEE.OAD
8'RAILING
(SEE DETAIL P2 1
X X X / �( X X
13'-11"RAILING / A MINIMUM OF 12)- 1"x4"WIND
BRACES ARE TO RUN DIAGONALLY
(SEE DETAIL&) FROM THE CANTILEVER TO THE
FRONT BAND. THE WIND BRACES
ARE TO BE NAILED INTO THE BOTTOM STAIR PAD IS TO BE SET LEVEL ON THE
EDGE OF EACH OVERLAPPING MEMBER VINYL GRASPABLE HANDRAIL GROUND AND NAILED INTO EACH STRINGER
WITH 6 NAILS
WITH THREE 3"GALVANIZED 3/8-0-LAG BOLT 70 ATTACH
SCREW SHANK NAILS. EACH STRINGER TO DECK 5/4'x4"DECKING ppR
VINYL FLASHING TO BE USED
11'-11 WHEN APPLICABLE TO CHANNEL 2-x4-RAILING CAP 2-x4-TOP 2"x4 BAND
AIL PLATE
APPROXIMATE ELEVATION 4'-0" TO 9'-0" WATER AWAY FROM HOUSE. R
2"00'KICKPLATE
Y"POST/ FOOTER, FRAMING/ UNDERSTRUCTURE RAILING, AND STAIR LOCATION
1 NOT TO SCALE 2"x12"TREAD 2"x4"BOTTOM 5/4-x4"NAILER
DECK DESIGN EXCEEDS 601b.LIVE LOAD STAIRS HAVE 11-5/8"TREADS WITH 7-5/8" RAIL PLATE BOARD
RISERS EACH TREAD IS FASTENED
TO THE STRINGERS WITH 3"NAILS 4"x4"PVC POST
IN EACH END. W/DOUBLE 2"x4" NOTE=STEP PAD 70 BE WRAPPED
WOODEN INSERT WITH RIPPED 2-X10-AS
NECESSARY PER FIELD CONDITIONS
THE STAIR RAILING POSTS ARE
2-x4"TREAD CLEATS NAILED INTO THE STRINGER WITH
6 NAILS,AND INTO BOTH THE RAIL QQ STAIR PAD DETAIL
TREADS ARE SUPPORTED BY PLATES W17H 3 NAILS EACH. (� NO O S AL
2"x4-CLEATS WHICH ARE TO
BE ATTACHED TO 7 H STRINGERS 2-02-STRINGER
WITH 3"NAILS AND 121 THE STAIRCASE IS TO HAVE(2)2"x12"
x 2-1/2"LAGS PER CLEAT.AT. STRINGERS.ONE ON EACH SIDE. EACH
STRINGER IS TO BE TOE-NAILED INTO
THE DECK WITH 3-NAILS AND IN70 THE
NOTE= (STAIRWAY ILLUMINATION STAIRPAD WITH 3-NAILS. 2"x10"TREAD
PER CURRENT CODE) 2"x12"STRINGER
Z"}4"
2"x2"VINYL RAILING PICKETS DIPPED GALVANIZED KI(KPLATE
THIS SPACE THIS SPACE STAIR PAD PLATED LAG BOLT 2-x4"CLEAT
(SEE DETAIL®1
NO i GRADE 2 LAMINATED-1 1�fN CF�AjS�
8"02"CONCRETE FOOTING
(FACTORY PRECAST(x13000 - � � mix`
LEFT BLANK LEFT BLANK 1 P S I UNOER CONTROLLED Ay��pJ
CONDITIONS) v N
4"x6"TRIPLE Q STAIR POST AND FOOTER DETAIL 48" .
LAMINATEDP ST 2 NOT TO SCALE
ISEE DETAILG
2
12"CONCRETE �QBse TV
FOOTER ISEEDETAII @I FSSrpNAt•ENG
Q STAIR DETAILS UP TO 6'-8"ELEVATION&46"WIDE.WITH EXTENDED PAD
INTENTIONALLY INTENTIONALLY \^
13 NOT TO SCALE DESIGN EXCEEDS 601D.LIVE LOAD G,y
HARDY NAME ,982089 IIERN NUN
ECK DIjV.4QDSLAONDNGOEN,FOACR
URT❑ME DEPO PAGE 2 OE 2
®COPYRIGHT 2000 US REMODELERS INC.
l
ALL HOUSEPLATES ARE TO BE SUPPORTED BY 4-x6`OR 6"x6-
TRIPLE LAMINATED POSTS AT THE HOUSE OR BY A DOUBLE
2"x10"(ANTELEVER SYSTEM OFFSET F$gOM HOUSE.DEPENDING
UPON FIELD CONDITIONS. (SEE DETAIL '
2`x10"HOUSE PLATE 3/8x4"DOUBLE HOT DIPPED GALVANIZED
EXISTING TOP PLATE LAG b WASHER(8116"oc
1/2`EXISTING SHEETING EVIUTINOG �p 2`x4"LEDGER GIRDER BEAM Sit 0ttxx
3/8`EXISTING SIDING HPUSE 10 1 ON RAILING
8E ARING WALL P DETAILS
3/8"x4`DOUBLE HOT DIPPE EXISTING 2"x4" r4 14
GALVANIZED LAG PLATE VINYL FLASHING
3/8"DOUBLE HOT DIPPED 16' 16' 16' 16' ON TOP OF HOUSE PLATE
GALVANIZED WASHERS EXISTING SILL PLATE
3/8-x6`DOUBLE HOT DIPPED SIDE BAND 3/8x6-DOUBLE DIPPED HOT
GALVANIZED LAG HOUSE BAND ISNOT TO SUPPORT GALVANIZED LAG 8 WASHER(a116`oc
3/8-x4-DOUBLE HOT DIPPED
GALVANIZED LAG ANY OTHER LOAD OTHER THAN ITS'
2`x4`LEDGER OWN WEIGHT. THE LAG PENETRATION THE LAG SPACING IS ONE 4"LAG AND SEE aiAEs
INTO EXISTING HOUSE BAND WILL BE ONE 6-LAG ON EACH END OF THE A C� HOUSEPLATE
A MINIMUM OF 1-3/4"AND A MAXIMUM HOUSE PLATE AND THEN ONE 4`LAG A& B ATTACHMENT
1"x10"HOUSE PLATE OF 3". ALL LAG BOLTS TO BE
INSTALLED USING AN ELECTRICAL AND ONE 6"LAG EVERY 16"oc RAILING AROUND
EXISTING CONCRETE IMPACT WRENCH WITH A MIN.TORQUE
FOUNDATION OF 110FT.-LBS
AN� �pA��N COMPLETE DECK
.�� Ca7� 2 �1� IAiti Cly€Ib�
�J SFE OEtaa
HDECKING
DETAILS
TRUSS PLATES SPACED
APPROX.EVERY 8'oc
TYPICAL FRAMING MEMBER
2"x B"TRIPLE HOT-
DIPPED GALVANIZED
20 GAUGE TRUSS PLATES 20 GAUGE GALVANIZED SiF ORAL
ON BOTH SIDES OF NOTCH RED VERANDA SCREWED TO UNDERSTRUCTUR TRUSS PLATE INSTALLED POST
2"x10 NOTCHED MEMBERS WITH I213"COMPOSITE WITH 10 TON PRESS
ON BOTH ENDS $CREW EVERY Ib"oc. 0 I g DETAILS
I/$-WATER oO
DRAINAGE GAP 2"x10`
HOUSE PLATE utottAx
(� STAIRWAY
hL DETAILS
NOTCHED BEAMS FORM A WOOD ON WOOD SEE DDEiAes
CONNECTION WITH THE 2`x4-LEDGERS OF O O D UNDERSTRUCTURE
CONNECTING BEAMS. (8)3`GALVANIZED SCRE DETAILS
SHANK NAILS TO BE TOE-NAILED INTO EACH
CONNECTING BEAM.
HOUSEPLATE OR
FRONT BAND
2`x4"LEDGER NOTE--SEE DETAIL®FOR:
SPACED IAPPROX 16 oc. (1)POST AND FOOTER LAYOUT
FRAMING/UNDERSTRUCTURE CONNECTION DETAIL /4`x6 112-o.c.FOR DIAGONALI (2)FRAMING AND UNDERSTRUCTURE LAYOUT
REX DECKING
J NOT TO SCALE o�aOmS Gab,UVE LOAD (MAX J015T SPAN 16'-0 (31 RAILING LAYOUT
1 2"x10"FRONT BAND
WITH 2"x4`LEDGER 1'00'SIDE BAND (4)STAIR LAYOUT
CONTAINS TRUSS PLATES CONTAINS TRUSS PLATES
ON ONE SIDJONLY ON ONE SIDE ONLY ISOMETRI DRAWING
8'-0"MAX PACCING
TRIPLE HOT-DIPPED 2"x10"GIRDER BEAM SIDE LATERALLY BETWEEN POST L DESIGN EXCEEDS 60lb.LIVE LOAD
PLATE FOR REINFORCING BUSS BAND.OR CROSS 101 T
GIRDER BEAM NOTCH. INSTALLED
ITH A 10 TON PRESS.
aHQDECKING INSTALLATION WITH FRAMING OVERVIEW DESIGNER DECK®LX MODEL
16'MAXIMUMLENGTH 3�) N6TTO SCALE DEM EXCEEDS 6ab,LIVE LOAD NOTE: FRAMING LUMBER TO BE SOUTHERN
PINE NO. 1 EXCEPT FOR 2'X10' GIRDER
BEAMS THAT FREE SPAN 8' OR MORE.
US REMODELERS DECKS,ENCLOSURES AND GAZEBOS ARE NOT INTENDED TO SUPPORT HOT TUBS AND THESE MEMBERS ARE TO BE SOUTHERN PINE
SWIMMING/BABY WADING POOLS. A SPECIAL SUPPORT PACKAGE IS REQUIRED FOR ADDITIONAL SELECT STRUCTURAL WITH Fb= 2050 PSI.
F U S U• S Y SUPPORT BEFORE ADDING THESE TYPES OR PRODUCTS OR ANY OTHER HEAVY UNITS LUMBER IS TREATED WITH ACO NON-ARSENIC
NOT O OE519iEX®S6ad UVE LOAD BASED PRESERVATIVE TO CONFORM TO THE
REQUIREMENTS OF AWPA C2-92.
NOTE: 1500 Ib. SOIL BEARING CAPACITY.
X-BRACING TO BE USED 1N DECKS OVER 14'-0'.
SEE DETAIL 4AND®FOR POST 2`x10'SIDEBAND 2"x10-HOUSE
CONNECTION 0 UNDERSTRUCTURE. PLATE ALL TREATED LUMBER BELOW GRADE WILL
2`x10` HAVE A .60 OR GREATER RETENTION LEVEL.
2`X10'FRONT BAND FRONT BAND ppp�C NN(g�
ILI 3`NAILS,TOE- ISE RTAIL®1 t11 OF M�
NAILED INTO
(ANTELEVER BEAM. 3/8`x4`DOUBLE HOT
GIPPED GALVANIZED
LAG WITH WASHER O
2`x6"BACK JACK AND 121 3-NAILS 2`x4-LEDGER = ��
THE NAIL PATTERN CONNECTING 6`x6"
IS TO BE 3 NAILS 8-oc DECK POST TO DECK THE POST NORMS a AMMAN T
INTO THE INNER JACK 3/8-x6`DOUBLE UNDERSTRUCTURE 3/8`xL`DOUBLE HOT A WOOD ON WOOD U N
HOT DIPPED DIPPED GALVANIZED CONNECTION WITH AL
GALVANIZED FOUR 3`GALVANIZED LAG WITH MASHER THE UNDERSTRUCTURE.
2`x6'FACE JACK PLATED LAGS SCREW SHANK NAILS AND(2)3`NAILS �E 2 •
AND WASHERS SPACED EVERY 10'oc. DECK CONNECTING
OSTGTO DECK LAMIN�TED POST 6-) I JOB NAME JOB NUMBER 49 �S`iEC 14�e
DOUBLE 2"x6" B'o.c MAXIMUM LATERAL
CANTELE VER SUPPORT TWO I`x10'S UNDERSTRUCTURE 72'of MA%IM M COMING OUT I
NAILED WITH 2 NAILS CANTELEVER BEAM POST SPACING I HARDY 982089
EVERY 6-oc(TOTAL OF10 T ALL LUMBER W/GROUND PERMIT NUMBER DATE �OAIAL'
NAILS PER SUPPORT(INTO CEi� CONTACT TO BE TREATED 06/29/2006
2-x6-INNER JACK POST. TY
LB"MIN. GGGgRA AT.60 OR GREATER
RETENTION LEVEL STREET
IS TO BLPATTERN �My 8`x15-CONCRETE j 8-xl5`CONCRETE 58 SAUNDERS STREET NORTH ANDOVER �O\
IS TO BE 3 NAILS 6"x6-(TRIPE j 6`I FOOTING(FACTORY FOOTING(FACTORY
8'oc INTO FACE JACK LAMINATED POS PRECAST @3000 P.S.I. PRECAST Co13000 P.S.I. \
gg MAXIMUM UNDERCONTROLLED UNDERCONTROLLED ESSEX MA 01845
PO �SPACING CONDITIONS) CONDITIONS) DESIGN DRAWN BY ]CC LEGACY REPORT B
DETp1 T EVER 6"" DETAIL pF 2y NS ANDEFQOTE 6"x6" ANGELICA VANG 93-52.01
�6"_X6"(TRIPLE 2"x6") POST CONSTRUCTION �J1P05T CONNECT AND•FO ER �K�POST CONNECTIO R DECK DIVISI❑N FOR HOME DEPOT
1 NOT TO SCALE EXCEEDSsad UVE LOAD 1 NOT TO SCALE DOMEDS bad LIVE LOAD NOT TO SCALE ExCEEDS Gab.LIVE LOAD PAGE 1 F 2
1041 CANNONS COURT VOODBRIDGE, VA 22191
HORIZONTAL STARTING POINT VERTICAL STARTING POINT
4'-5"BELOW WINDOW 5'-8"FROM RIGHT
CORNER OF HOUSE
mi POST(AP
THE RAIL POST ASSEMBLIES ARE
TO BE SPACED AT 70-oc MAXIMUM
X ON DECK PERIMETER BAND. TOP RAIL BRACKET ITYPI
2-xi.-RAIL PLATE
4"x4-PVC POST 2-x2-PICKETS
X W/DOUBLE 2-x4"
WOODEN INSERT BOTTOM RAIL
WEBBED ,\4-x4-PVCPOST
W/DOUBLE 2-.4-
STAIRWAY T GRADE X 2-x10-DECK BAND WOODEN INSERT
(SEE DETAIL O 2'RAILING
(SEE DETAIL P2 1 X N APPROX 48" APPROX 48- L
X DOUBLE NOT D DIPPED LESS THAN 45 APARTD
X GALVANIZED PLATED LAGS
WASHER CONNECTING 2"x4-
RAIL POST TO FRONT BAND
X X\ 2-x10-DECK BAND �P1 VINYL RAILING DETAILS
12'RAILING y NOT TO SCALE DESM DMEED5200uLUVELOAD
X (SEE DETAIL P22)
8'RAILING
(SEE DETAIL P22) Ld Ll Ll Ll
X X X / �( X X
13'-11"RAILING / A MINIMUM OF (2)- 1"x4"WIND
BRACES ARE TO RUN DIAGONALLY
(SEE DETAIL P2 ) FROM THE CANTILEVER TO THE
FRONT BAND. THE WIND BRACES
ARE TO BE NAILED INTO THE BOTTOM STAIR PAD IS TO BE SET LEVEL ON THE
EDGE OF EACH OVERLAPPING MEMBER GROUND AND NAILED INTO EACH STRINGER
VINYL GRASPABLE HANDRAIL WITH 6 NAILS
WITH THREE 3"GALVANIZED
SCREW SHANK NAILS. 3/8-x6-srRlNCEa TO DECK 5/4-x4-5/L"x4"DECKING
pp
VINYL FLASHING TO BE USED -
11'-11„ I"x4"RAILING CAP 2"zG-BAND
WHEN APPLICABLE TO CHANNEL 2-x4-TOP
WATER AWAY FROM HOUSE. RAIL PLATE
APPROXIMATE ELEVATION 4'-0" TO 9'-0"
2"x10-KICKPLATE
(MPOST/ FOOTER FRAMING/ UNDERSTRUCTURE, RAILING, AND STAIR LOCATION jx12 TREAD 2"xG"BOTTOM 5/4"x4"NAILER
�, JNO T TO SCALE DECK DESIGN EXCEEDS 601b.LIVE LOAD STAIRS HAVE 11-5/8"TREADS WITH 7-S/8" RAIL PLATE BOARD
RISERS EACH TREAD IS FASTENED
TO THE STRINGERS WITH 3"NAILS 4-x4-PVC POST
NOM STEP PAD 70 IN EACH END. W/DOUBLE 2-x4- WITH RIPPED Mill"ASWRAPPFO
0
WOODEN INSERT NECESSARY PER FIELD CONDITIONS
THE STAIR RAILING POSTS ARE
2"x4-TREAD CLEATS NAILED INTO THE STRINGER WITH
6 NAILS.AND INTO BOTH THE RAIL JQQQ STAIR PAD DETAIL
TREADS ARE SUPPORTED BY PLATES WITH 3 NAILS EACH. NO I TO SAL
1-x4-CLEATS WHICH ARE TO �+
BE ATTACHED TO THE STRINGERS 2-02-STRINGER
WITH 3-NAILS AND 1213/8-
2-1/2'
213/8"2-1/2-LAGS PER CLEAT. THE STAIRCASE IS TO HAVE 12)2-02"
STRINGERS.ONE ON EACH SIDE. EACH
STRINGER IS TO BE TOE-NAILED INTO
THE DECK WITH 3-NAILS AND INTO THE
NOTE: (STAIRWAY ILLUMINATION
PER TLC IN TION STAIRPAD WITH 3-NAILS. j-x1j-STJER2 10-TREAD
2"a4"
2"x2-VINYL RAILING PICKETS DPPED GALVWX4 DOUBLE MOT, KICKPLATE
THIS SPACE THIS SPACE PLATED LAG STAIR PAD LEAT
(SEE DE7All. 1 R OF 614-x6-POST(3 LAMINATENO.1 GRADE 2-x4")B-x12-CONCRETE FOOTING(FACTORY PRECAST?,300 o Ar �
P.S.LONDER CONTROLLED u
LEFT BLANK LEFT BLANK CONDITIONS) A y
I.-x6-TRIPLEO STAIR POST AND FOOTER DETAIL 4 " b
LAMINATED P ST NOT TO SCALE -�
[SEE DETAIL
2
12"CONCRETE
FOOTER(SEE DETAIL QII' S/�AL"
INTENTIONAL LY INTENTIONALLY / Q \STAIR DETAILS UP TO 6'-8"ELEVATION&48"WIDE.WITH EXTENDED PAD
13 NOT TO SCALE DESIGN EXCEEDS 601b.LIVE LOADJOB
HARDY ,982089 M f
ECK DIVISIONj,00HRNONS�COURT❑ME DEP❑ PAGE: 2 OF 2
000PYRIGHT 2000 US REMODELERS INC.
600 Washington Street
Boston,MA 02111
www mas&gov/dia
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/P)umbers
_Applicant Information Please Print Legibly
Name(Business/organization/Individual): u. s. Re—M o& e, 'eV J Tyc
Address: /2 5^ ll aN��rS \-Z0-C
City/State/Zip: G 5
l ' • Phone#:� — (?v6' 3 ( ) ! r
I
Are u an employer? Ch ck th •appropriate box: Type of project(required):
1. I arti a employer wig_ 4. ❑ I am a general contractor and I 6. New construction
employees (full and/or part-time).* have hired the sub-contractors
2.❑ I am a sole proprietor or partner-
listed on the attached sheet. l �• Remodeling
ship and have no employees These sub-contractors have 8. ❑ Demolition
P
' com •insurance.
working for me in any capacity. workers9. E] Building addition
o workers' comp. insurance 5. ❑ We are a corporation and its • 10. Electrical repairs or additions
have exercised their ❑
officers ha
required.] repairs or additions
3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing reps a
myself. [No workers' comp. c. 152, §1(4),and we have no 12.[:1 Roof repairs
insurance required.] t employees. [No workers' 13.[:] Other,
• comp.insurance required.]
"Any applicant that checks box X11 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 subcontractors and their workers'comp.policy information.
I am an employer that is providing wolkers'compensation insurance for my employees. Below is the policy and job site
information. r
Insurance Company Name: Aalt)
l E
Policy#or Self-ins.Lie.#: /�•� 16 xPiration Date:
Job Site Address: � S City/State/Zip: AlIu-
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$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of
Investigations of the DIA for insurance coverage verification.
I do hereby certify i pains and penalties of perjury that the information provided above is true and correct;
-� /,J7 dC
5i afar /� Date:
Phone#:
Oficial use only. Do not write in this area,to be completed by city or town official.
ti
City or Town: Permit/License#
Issuing Authority (circle one):
1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector
6.Other
Contact Person: Phone#:
N Board of Building Regulations and Standards
License or registration valid for individul use only
HOME IMPROVEMENT CONTRACTOR before the expiration date. if found return to:
Registration: 123392 Board of Building Regulations and Standards
One Ashburton Place Rm 1301
Ezplration_: 2/11/2007 Boston,Ala.02108
:. ,._
It
?Type -Supplement Card
-- - t:
US REMODELERS INC.ti a'AC
5A'FRARELL
405 STATE HIGHWAY 121 Bl'PAS r I
E!M1&E,TX 75067 Administrator Not valid without signature
Board of Building Regula ions and Standards
One Ashburton Place - Room 1301
Boston. Massachusetts 02108
Home Improvement.Contractor Registration
- Registration: 123392
Type: Supplement Card
Expiration: 2/11/2007
US REMODELERS INC-d.b.a FACELIFTER:=
DAN FARRELL
405 STATE HIGHWAY 121 BYPASS.STE :2
Lewisville, TX 75067 W
Update Address and return card.Mark reason for change.
DPS•CA1 0 5OM-04/05-PCe69e -] Address E] Renewal Employment Lost Card
�„�� ✓fie.{riJo��vmov ����
BOARD OF BUILDING REGULATION'S
v$
ht License: CONSTRUCTION SUPERVISOR
j {I Number°CS 070960
Birthdate 09125/1966
aExpl �tf ,
res 109/25/2007 7r.no: 4319A
-, 1 ! 1
Res tii0'led X0
r.
DANIEL H FARRELL_..
101 POPLAR
TEWKSBURY, MA1'61876-'
Commissioner ;
NORTH
Town of 4Andover
No. 3 ` Z * -_LA - -
�,o o �` dover, Mass., • O
COCMICMEWICK V
0RA7E0
BOARD OF HEALTH
PERMIT T D Food/Kitchen
Septic System
BUILDING INSPECTOR
THIS CERTIFIES THAT �� ��
............ .................................. ..................... ............ ........... ............................................................
Foundation
has permission to erect........................................ buildings on ...,....... ..� �vKi 'fir........ Rough
to be occupied asZA4 Chimney
provided that the person accepting this permit shall in every respect conform to the terms of the application on fife 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
PERMIT EXPIRES IN 6 MONTHS Final
ELECTRICAL INSPECTOR
UNLESS CONSTRU O ST TS
Rough
�.............................. Service
. .... . .
BUILDING INSPECTOR
Final
Occupancy Permit Required to Occupy Building GAS INSPECTOR
Display in a Conspicuous Place on the Premises — Do Not Remove RoughFinal
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.
N.
.. (a.'el.•*�.t! rf,., v +Fea = � .i� j�lyjJLirR Yy 4.. k„ S1 Y aF DTIM]DDa YY
d/O]/OACORD. ).
t
PRODUCER
Risk Services, Inc. of Virginia THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY
Aon
7325 Beaufont Springs Drive AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS
Suite 300 CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE
Richmond VA 23225 USA COVERAGE AFFORDED BY THE POLICIES BELOW.
PHOXE• 866 283-7124 FAX• 866 430-1035 INSURERS AFFORDING COVERAGE
iYSURED INSURER A: 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
Buildinag A; Suite 250
Lewisville TX 75067 USA INSURER D:
w
[INSURER E: y
ysnoi tnd( Semens` tomdtlans: decu'on .Ah :" hce ,
4*,
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOTWITHSTANDING -�
ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHiCH THiS CERTIFICATE MAY BE ISSUED OR MAY
PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 1S SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.
AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAiD CLAIMS.
NSR POLICY POLICYEXPJRATiOY rn
LTR TYPEOFNSURANCE POLiCYNIMBER LTKiIS
DATE(11111DD1YY) DATE(NMDDIYY) M
GEVERALLiABiLT" GL1774139 04/02/06 04/02/07 EACH OCCURRENCE 11,000,000 m
X COMMERCIAL GENERAL LIABILITY General Liability FIRE DAMAGE(Anyone fuc; 1250,000
CLAIMS MADE a OCCUR MED EXP(Any ono Amon) Sr,000 O
PERSONAL A ADV INJURY $1,000,000 `n
GENERAL AGGREGATE $2,000,000
GENS.AGGREGATE LiMiT APPLIES PER:
FRO- PRODUCTS-COMP/OP AC,G $2,000,000 0
POLICY � JECT � LOC 2'
w
W
A AUTOMOBILE LIABILITY AL 8262349 04/02/06 04/02/07 COMBINED SINGLE LIMIT tr
Business Automobile �occidcm) 11,000,000
A ANY AUTO AL 8262348 04/02/06 04/02/07 U
X ALL OWNED AUTOSB Si neSS AUtO - MA BODILY INJURY
A SCHEDULED AUTOS A ' 8262347 04/02/06 04/02/07 (Peri—on)
Business Automobile - vA
X HiRED AUTOS BODILY INJURY
X NON OWNED AUTOS (Pa ucidont)
PROPERTY DAMAGE
(Pa uccidol)
GARAGE LIABILITY AUTO ONLY-EA ACCIDENT
ANY AUTO OTHER THAN EA ACC
AUTO ONLY:
AGG
c EXCESSLiABmTfY Auc534554901 04/02/06 EACH OCCURRENCE 110,000,000
OCCUR 11 CLAIMS MADE umbrella AGGREGATE 110,000,000
DEDUCTIBLE
RETENTION
B wC7171490 04/02/06 04/02/07 X WC, STATU- OTH-
WEtPRKERS[OYFRCB'OLiABi 17YONAND Workers Compensation - Ao5 ORYL S ER
B WC7171491 04/02/06 04/02/07 E.L.EACHACCiDENT 11,000,000 —_
workers Compensation - CA E.L.DISEASE-POLICYLiMIT $1,000,000
E.L.DISEASE-EA EMPLOYEE 11,000,000
re.2
OTHER 2
DESCRIPTION OF OPERATiONS/IACATiONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS
Cancellation Provision shown herein is subject to shorter or longer time periods depending on the jurisdiction of,
and reason for, the cancellation
77-77,77,777,
£ERTIFICA' E'HOLDER .. s .: r
, .�CANCELLATION . .
U.S. Remodel ars, Inc. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED13EFORE THE EXPIRATION
405 State Highway 121 Bypass DATE THEREOF,THE ISSUING COMPANYWiLL ENDEAVOR TO MAIL -!
BU 7 l di n A, Suite 2 5O 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,
Lewl 5 V 711 a TX 7 5067 U$A BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY
OF ANY KIND UPON THE COMPANY,iTS AGENTS OR REPRESENTATIVES. t
AUTHORIZED REPRESENTATIVE /i c O,E.SRoe o. Tae. 4V6*4-e-
I
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 Fg$OM HOUSE.DEPENDING
UPON FIELD CONDITIONS. (SEE DETAIL 91
2"00"HOUSE PLATE LA x4"DOUBLE HOT DIPPED GALVANIZED I
EXISTING TOP PLATE LAG b WASHER(al 16"oc i
1/2"EXISTING SHEETING EEXISSTIIN p 2"x4"LEDGER GIRDER BEAM SEE DETA
3/8"EXISTING SIDING H xUSE 8AND ON I n RAILING
BEARING WALL II II f DETAILS
GAL x4"DOUBLE HOT DIPPE �TENG 2"z4' Pn
16' 16' L 16' L
GALVANIZED LAG VINYL FLASHING
3/8"DOUBLE HOT DIPPED ON 70P OF HOUSE PLATE
GALVANIZED WASHERS EXISTING SILL PLATE3/8"x6"DOUBLE HOT DIPPED 3/8x6"DOUBLE GIPPED HOT
GALVANIZED LAG NOTF GALVANIZED LAG 8 WASHER 16"oc
3/8"x4"DOUBLE HOT DIPPED HOUSE BAND IS NOT TO SUPPORT �
GALVANIZED LAG ANY OTHER LOAD OTHER THAN ITS'
OWN WEIGHT. THE LAG PENETRATION SEE DE1AxS
2"x4"LEDGER THE LAG SPACING IS ONE 4"LAG AND
INTO EXISTING HOUSE BAND WILL BE /� Q HOUSEPLATE
A MINIMUM OF 1-3/4"AND A MAXIMUM ONE 6"LAG ON EACH END Of THE A&` B ATTACHMENT
2'x10'HOUSE PLATE OF 3". ALL LAG BOLTS TO BE HOUSE PLATE AND THEN ONE 4"LAG
INSTALLED USING AN ELECTRICAL AND ONE 6"LAG EVERY 16"oc RAILING AROUND
EXISTING CONCRETE IMPACT WRENCH WITH A MIN.TORQUE COMPLETE DECK
FOUNDATION OF 11OFT.-LBS
5 1 ATTACHMENT---HOUSE 4ANT E LAG BO_ L PA
LOAD NO IUbLAL SEE MAX
DECKING
H
DETAILS
TRUSS PLATES SPACED
APPROX.EVERY B'oc
TYPICAL FRAMING MEMBER
2"x8"TRIPLE HOT-
DIPPED GALVANIZED
20 GAUGE TRUSS PLATES 20 GAUGE GALVANIZED SEE DI1Aa
ON BOTH SIDES OF NOTCH RED VERANDA SCREWED TO UNDERSTRUCTUR TRUSS PLATE INSTALLED
2"x10"NOTCHED
MEMBERS WITH 111 3"COMPOSITE WITH 10 TON PRESS I & I� POST
ON BOTH ENO$ SCREW EVERY 16'oc. ° K DETAILS
1/8"WATER
DRAINAGE GAP ° 2"x10'
HOUSE PLATE SEE DET"
Q(� STAIRWAY
DETAILS sEcoElAxs
NOTCHED BEAMS FORM A WOOD ON WOOD
CONNECTION WITH THE 2"x4"LEDGERS OF ° o o& F UNDERSTRUCTURE
CONNECTING BEAMS. (8)3-GALVANIZED SCRE ° DETAILS
SHANK NAILS TO BE TOE-NAILED INTO EACH
CONNECTING BEAM.
HOUSEPLATE OR
FRONT BAND
2"x4"LEDGER2 x10GIRDER BEAM NOTE--SEE DETAIL( FOR:
" '
5/4"x_ SPACED APPROX 16-oc. (1)POST AND FOOTER LAYOUT
FRAMING/UNDERSTRUCTURE CONNECTION DETAIL TREX DECKING 112"o.c.FOR DIAGONALI (2)FRAMING AND UNDERSTRUCTURE LAYOUT
J NOT TO SCALE DIESM EXIMEDS 6ML UVE LOAD tnax JOIST SPAN 16'-0' (31 RAILING LAYOUT
1 WITH FRONT BAND
WITH 2"x4'LEDGER 2-x10"SIDE BAND (4)STAIR LAYOUT
CONTAINS TRUSS PLATES CONTAINS TRUSS PLATES
ON ONE SIDE ONLY ON ONE SIDE ONLY
B'-0"MAX SPACING ISOMETRIC DRAWING
TRIPLE HOT-DIPPED 2"x10"GIRDER BEAM SIDE LATERALLY BETWEEN POST L DESIGN EXCEEDS 601b.LIVE LOAD
PLATE OR ERN ORCENTRUSS BAND.OR CROSS 101tT
GIRDER BEAM NOTCH. INSTALLED
WITH A 10 TON PRESS.
O CH1 DECKING INSTALLATION WITH FRAMING OVERVIEW DESIGNER DECK®LX MODEL
16'MAXIMUMLENGTH DNUT TO SCALE OESIb1IDOCEWSGMLIVE LOAD NOTE: FRAMING LUMBER TO BE SOUTHERN
PINE NO. 1 EXCEPT FOR 2'X10' GIRDER
BEAMS THAT FREE SPAN 8' OR MORE.
US REMODELERS DECKS,ENCLOSURES AND GAZEBOS ARE NOT INTENDED TO SUPPORT HOT TUBS AND THESE MEMBERS ARE TO BE SOUTHERN PINE
SWIMMING/BABY WADING POOLS. A SPECIAL SUPPORT PACKAGE IS REQUIRED FOR ADDITIONAL SELECT STRUCTURAL WITH Fb= 2050 PSI.
F U k85jRUCTURE ASSEMBLY SUPPORT BEFORE ADDING THESE TYPES OR PRODUCTS OR ANY 07HER HEAVY UNITS LUMBER IS TREATED WITH ACO NON-ARSENIC
f
NOT TO L DESI9lEXCEEDS6ftUVEL0A0 BASED PRESERVATIVE TO CONFORM TO THE
J REQUIREMENTS OF AWPA C2-92.
NOTE: 1500 lb. SOIL BEARING CAPACITY.
X-BRACING TO BE USED IN DECKS OVER 14'-0'.
SEE DETAILAND QQ�� OR POST F 2-x10-SIDEBAND 2-x10"HOUSE N Of Jyy
PLATE ALL TREATED LUMBER BELOW GRADE WILL �1s
CONNECTION OUNDERSTRUCTURE. x10_ HAVE A .60 OR GREATER RETENTION LEVEL.
z
FRONT BAND
2"X10"FRONT BAND 1413"NAILS.TOE- FpSTp LINC,
CANTELEVER BEAM, 3/8"x4"DOUBLE HOT ISEE DETAIL®1 O A N T.
DIPPED GALVANIZED O y
2"x6"BACK JACK LAG WITH WASHER HAS
AND 1213-NAILS 2"x4"LEDGER
THE NAIL PATTERN CONNECTING 6"x6" .42737
IS TO BE 3 NAILS B"oc DECK POST 70 DECK THE POST FORMS
3/8"x4"DOUBLE HOT A WOOD ON WOOD -O
INTO THE INNER JACK 3/8"x6"DOUBLE UNDERSTRUCTURE DIPPED GALVANIZED CONNECTION WITH 9 O Q'
HOi DIPPED �^
FOUR 3"GALVANIZED LAG WITH WASHER THE UNDERSTRUCTURE-
GALVANIZED
2"x6"FACE JACK AND WASHERS SPA(DSE EVEHANK RY oc. CONNEC71NG 6AILS 1L 6" 6"x6"ITRIP 2'6"I FS,S��NA�
DOUBLE 2"x6' DECK POST TO DECK LAMINATED POS1F
CANTELEVER SUPPORT TWO 2-x10'5 UNDERSTRUCTURE B'ox MAXIMUM LATERAL .JOB NAME .AB NUMBER
CANTELEVER BEAM POST SPACINGM COMING OUT h,,
NAILED WITH 2NAILS �--- HARDY D 82089
EVERY 6"oc ITOTAL OF 70 ALL LUMBER W/GROUND PERMIT NUMBER PATE
NAILS PER SUPPORT)INTO 48"MIN CONTACT TO BE TREATED 06/29/2006
2'x6-INNER JACK POST. 48"MIN. gEL p RE.60 IO GREATER STREET CITY (�\�
8EL MI GRA�E RETENTION LEVEL
THE NAIL PATTERN GRADE 8"xIS-CONCRETE 58 SAUNDERS STREET NORTH ANDOVER
8 c BE 3 NAILS 6"x6" TRIPLE j 6"1 FOOTING 8"x15"CONCRETE FOOTING(FACTORY
8'ot INTO FACE JACK LAMINATED POST PRECAST 1@3000 RP.S.I. PRECAST(x13000 P.S.I. COUNTY
gg 4. MAXIMUM UNDERCONTROLLED UNDER CONTROLLED ESSEX
PO�F SPACING UNDERCONDITIONS)T UDE CO OLLED MA 01845
CONDITIONS) DESIGN DRAWN BY ICC LEGACY REPORT x
DDEETTApIL OF�pNT EVER 6" I pF NDN Cp�TE�EyE Ep 6"x6' ANGELICA VANG 93-52.01
QNOT(1 )6"X6"(TRIPLE 2"x6"1 POST CONSTRUCTION C�PbST CONNECTI AND FOOTER CK-PDSTiONNECTIONS AND F6�TER DECK DIVISION1041 CANNONS COURT WOODBRIDGE, VA 22191 F❑R HOME DEPOT
TO SCALE Exch bad LIVE LOAD 1 NOT TO SCALE Exc1�s 6111L LIVE LOAD 1 NOT TO SCALE Eros Gab,LIVE LOAD PAGE: I OF 2
MILL POND
' P`oNG BPNx ;
'5 •42
J
LOT 10
AREA=7050± S.F.
=0.16± AC.
o
Q
o o }
w 0 0
z a a. 0
o OVE o Z 0
(G,;ROUND o
z +I POOL -H
w 0PROPOSED o
M
00 ''� DECK
13 91 �
N DECD F
5.67'
8.77' 12.16'
2 S'T'ORY
#58 y
U
<
�7 0
c j CD
50.00'
SAUNDERS STREET
(PUBLIC-40' WIDE)
NOTES
1. SITE IS SHOWN ON TOWN OF NORTH ANDOVER ASSESSORS PLAN OF LAND
MAP #29 LOT #10. SEE E.N.D.R.D. BOOK #4316 PAGE #217
FOR SITE. IN
NORTH ANDOVER, MASSACHUSETTS
DRAWN FOR
-81 t
ROBERT GERALD HARDY AND
° I HEREBY CERTIFY THAT THE BUILDING AS LOCATED ON THE PATRICIA A. HARDY
LOT AS SHOWN r 58 SAUNDERS STREET
o NORTH ANDOVER, MASSACHUSETTS 01845
Of �' SCALE: 1"=20' DATE: OCTOBER 24, 2006
`1
0 10' 20' 40' 60'
00
. �
0
MERRIMACK ENCINEERINC SERVICES
10/24/06 66 PARK STREET
S 'EPHEN R.L.S. DATE ANDOVER, MASSACHUSETTS 01810
r