HomeMy WebLinkAboutBuilding Permit #060-2011 - 89 MAYFLOWER DRIVE 7/13/2010 ��`� LO���o BUILDING PERMIT ofq
NORTH
t:t,,E O.qb• tiO
f // TOWN OF NORTH ANDOVER
0 0/APPLICATION FOR PLAN EXAMINATION
Permit NO: Date Receivedrac
Ao-AAI
Date Issued: — —
IMPORTANT:Applicant must complete all items on this page
LOCATION U
Print
PROPERTY OWNER a-,,e
Print
MAP 210L ZONING ZONING DISTRICT:V Historic District yes �o
Machine Shop Village a y es no
TYPE OF IMPROVEMENT PROPOSED USE
Res-ident' Non- Residential
ildin Onefamil
Addition Two or more family Industrial
Alteration No. of units: Commercial
Repair, replacement Assessory Bldg Others:
Demolition Other
Septic Well Floodplain Wetlands Watershed District
tater/Sewer
DESCRIPTION OF WORK TO BE PREFORMED:
Identification Please Type or Print Clearly)
OWNER: Name,,:// ,��,/ ,(:.cr,�, ,�,�� Phone
Address:
CONTRACTOR Name: �,4,n#'.t , '. C- po tt k Phone: 608&,.9- 4&�
Address: 1047 1124 t1,�L �tt. ALO. 4.4,&V tv 0- M 4..
Supervisor's Construction License: C:' �. ,3c Exp Date: 14. dIlle
Home improvement License: Exp. Date:
,y
ARCH ITECT/ENGI NEER Dt�14.0i�Vhz-,/hl�ls Phone:
Address: 10)4wA+n S)�a 44k�g&_ A� Reg. No. (, pyo
FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F.
Total Project Cost: $ 2 FEE: $_
Check No.: ���� Receipt No.:
NOTE: Persons contracting with unregistered contractors do not have access to a guaranty fund
signature of Agent/0wner .mac a ature of contractor
Plans Submitted Plans Waived Certified Plot Plan Stamped'Plans .
TYPE OF SEWERAGE DISPOSAL
PublicSewer Tanning/Massage/Body Art Swimming Pools
Well Tobacco Sales
Food Packaging/Sales
Private(septic tank,etc. Permanent Dumpster on Site
THE FOLLOWING SECTIONS FOR OFFICE USE ONLY
INTERDEPARTMENTAL SIGN OFF ;. U•FORM
DATE REJECTED DATE APPROVED
PLANNING & DEVELOPMENT
COMMENTS
CONSERVATION Reviewed on ko Si nature
A"
COMMENTS L7
6,J1
-,Eru
HEALTH Reviewed on Signature
COMMENTS
Zo`•iing Board of.Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes
Planning Board Decision: Comments
Conservation Decision Comments
, - 7- 1 •Z -io -
Water & Sewer Connection/Si nature 8�Date Drivewa Perrimit'
DPW Town Engineer: Signature:
Located 384 Osgood Street
FIRE DEPARTMENT - Temp Dumpster on site yes no
Located at 124 Main Street
Fire Department signatureldate
COMMENTS
Dimension
Number of Stories: Total square feet of floor area, based on Exterior dimensions.
Total land area, sq. ft.:
ELECTRICAL: Movement of Meter location, mast or service drop requires approval of
Electrical Inspector Yes No
DANGER ZONE LITERATURE: Yes No
MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine
NOTES and DATA— For department use
❑ Notified for pickup - Date
Doc.Building Permit Revised 2010
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
❑ BuildingPermit Application
PP cation
❑ Workers Comp Affidavit
❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses
❑ Copy of Contract
❑ Floor Plan Or Proposed Interior Work
❑ Engineering Affidavits for Engineered products
NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit
Addition Or Decks
❑ Building Permit Application
❑ Certified 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)
❑ Engineering Affidavits for Engineered products
NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit
New Construction (Single and Two Family)
Building Permit Application
ertified Proposed Plot Plan
P' hoto of H.I.C. And C.S.L. Licenses
iWorkers 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
❑ Engineering Affidavits for Engineered products
NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit
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:Building Permit Revised 2008
1"007
Location A-A
No. 66 I Date
NaRTM TOWN OF NORTH ANDOVER
• ; ; Certificate of Occupancy $ 1d U
"us.�' Building/Frame Permit Fee $
c
Foundation Permit Fee $
Other Permit Fee $
TOTAL $
Check # Lam_
23it� �
Buildi g Inspector
�s Massachusetts- Department of Public Safety
Board of Buildim- Regulations and Standards
Construction Supervisor License
License: CS 75302
Restricted to: 00
BENJAMIN C OSGOOD
69 OLD VILLAGE LANE
NO ANDOVER, MA 01845
Expiration: 12/4/2010
("unmissi ncr Tr#: 6955
WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY
INFORMATION PAGE
Associated Employers Insurance Company
Burlington, Massachusetts NCCI NO 40959
(800)876-2765
POLICY NO. I WCC 5007581012009
ITEM PRIOR NO. I WCC 5007581 U1 2008
1. The Insured Key Lime Inc
Mailing Address: 10 Hepatica Drive North Andover MA 01845
(No. street Town or City County State Zip Code
❑ Individual ❑ Partnership ® Corporation ❑ Other FEIN 04-3311218
Other workplaces not shown above:
2. The policy period is frorr,09/15/2009 t009/15/2010 12:01 a.m.standard time at the insured's mailing address.
3. A. Workers Compensation Insurance: Part One of the policy applies to the Workers Compensation Law of the states listed here;
MA
B. Employers Liability Insurance: Part Two of the policy applies to work in each state listed in item 3.A.
The limits of our liability under Part Two are: Bodily Injury by Accident$ 1,000,000 each accident
Bodily Injury by Disease $ 1,000,000 policy limit
Bodily Injury by Disease $ 1,000,000 each employee
C. Other States Insurance: COVERAGE REPLACED BY ENDORSEMENT WC 20 03 06 A
D. This policy includes these endorsements and schedules: SEE SCHEDULE
4. The premium for this policy will be determined by our Manuals of Rules,Classifications,Rates and Rating plans.
All information required below is subject to verification and change by audit.
Classifications Premium Basis Rates
Code Estimated Per$100 Estimated
Total Annual of Annual
No. Remuneration Remuneration Premium
INTRA 285896
SEE EXT NSION OF INFORI AATION PAGE
Minimum premium$ 500.00 Total Estimated Annual Premium $ 2,846.00
As indicated,interim adjustments of premium shall be made: Deposit Premium $ 755.00
❑ Annually ❑ Semi Annually ® Quarterly ❑ Monthly
MA Assessment Chg.
$2,419.86 x 7.2000% $174.00
This policy,including all endorsements,is hereby countersigned by v,,W, 08/25/2009
Authorized Signature Date
GOV GOV KIND PLACING CLAIM NAME SAFETY
STATE CLASS AUDIT OFFICE OFFICE CHECK GROUP The Fairway Agency Inc
MA 5645 123 1505 1 1 1 305 Forest Street
WC 00 00 01 A(11-88) Bridgewater,MA 02324
Includes copyrighted material of the National Council on Compensation Insurance,
used with its permission.
�.1ORTH
TONM of
Andover
No. LL-
OGD1 _ _
_
a dower, 1V1ass., �-�Ile)
o �.
COC MIC MEwICK
ADRATED P` �y
S BOARD OF HEALTH
Food/Kitchen
PERM IT T D Septic System
BUILDING INSPECTOR
THISCERTIFIES THAT............/...\...E..f.............!.... r....... ................................................................................ Foundation
has permission to erect........................................ buildings on ......Z�... �. '.�. °.��1E-......�i".................... Rough
5
to be occupied as.........................../ f""?....... ��a. ... .f i. ... ..
Chimney
provided that the person accepting this permit shall in every respect conform to the is 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
Final
PERMIT EXPIRES IN 6 MONTHS
ELECTRICAL INSPECTOR
UNLESS CONSTRUCTION S ARTS Rough
,•L•_••� t-•�-- 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.
O ' S ULLIVAN
A e ARCHITECTS, INC.
A4 A4
39'-10'
ARCHITECTURE oDESIGN.PLANNING
201 EDGEWATER DRIVE,SUITE 215
29'-5' S'-8' 4'-9' WAKEFIELD,MASSACHUSETTS 01880
T-3' 4'9' 4'-9' 5'-6' T-7
Tel:(781)245-1887 Fax:(781)24&1883
www.osull IvanarcFhiteots.oom
® — —— ———— Thai cf w, a-1 M—Ill-9-a vara prep—I
Ab_TTJO.-WALL ror vaa at are 1-4— PWAcaOon and
i
6X6 P.T.POST W/ 10reeay n
0'-0' uea Ia expmtad im the IdentI..~.ed loa .
SIMPSON ABU44 BASE aevaa«raprodv�non er ary r„aoad,rn wnda
ON I7 DIA.CONCRETE — — w in pert,m prohutadwea m wmm
--\ FILLED SONOTUBE TO 1
on ArcYJlaCb,1-UNDISTURBED SOIL(TY9.) I r I 0 2009 O'Sullivan Architects Inc.
I I
GENERAL NOTES AND325EN zan
BASEMENT
WITH AREAWAY h I I h
I. FOUNDATIONS- AS QMD,(TYP.)
A) ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL HAVING A MINIMUMT.O.WALL
BEARING CAPACITY OF 3,000 PSF(POUNDS PEP SOUARE FOOT). EL.100'-O' 14
B) TI BOTTOM ELEVATION OF EXTERIOR FOOTINGS SHALL BE A MINIMUM Key- -i m(3, Inc.
OF 4'-0'BELOW OUTSIDE FINISH GRADE. LOWER FOOTINGS AS REQUIRED TO O UP TO O 10 Hepatica Drive
REACH ACCEPTABLE BEARING. — — — — — — — I �a — — I GRA — — I North Andover,MA 01845
_ In
C) THOROUGI-ILY COMPACT THE BOTTOM OF EXCAVATIONS PRIOR TO 10'CONCRETE T.O.WALL T,O.WALL
FORMING FOOTINGS. I FO
WALL WITH 20'X10' POCKET L L EL.100'-0' L i BEAM �.100'-0' I
D)ALL FOUNDATION WALLS SHALL BE BACKFILLED EVENLY ON BOTH M
SIDES I CO .CONCRETE I I POCKET
TO PREVENT UNBALANCED LOADINGS. I FOOTING(TYP.) 4 .97 I O I
E) ALL BACKFILL USED INSIDE THE BUILDING SHALL BE WELL GRADED P 10I •O 'P I I Old Salem Village
IS'-O' II'-10' i0 I 11'-4' 110 I
GRAVEL.THOROUGI-LY COMPACTED IN 8'LAYERS.ON-SITE MATERIAL MAY BE r�
USED IF ACCEPTABLE TO THE GEOTECHNICAL ENGINEER. I Z4•CONIC,SLAB WITH
F) ALL CONCRETE SHALL BE PLACED IN DRY EXCAVATIONS.PUMP AWAY I I I 6 MIL.POLYETHYLENE I `P
GROUND WATER AS REQUIRED. I T.O.WALL 15 L_I jJ I—�� VAPOR BARRIEi2,6X6X10/10
EL.100'_0- W.W.F.REINFORCING OVER
G) FOR CONSTRUCTION DURING WINTER,FOOTINGS AND FLOOR SLABS WILL A5 I 6'MIN.COMPACTED FILL
REQUIRE PROTECTION FROM FREEZING TEMPERATURES AT THE BEARING THICKENED SLAB LIFE OF� ;° T4 O.$LpB iv
SURFACES UNTIL THE BUILDING IS ENCLOSED AND HEATED.
2 CONCRETE I SITJPAPO RAINGGS BEAM ABOVE i EL.92'-6' LINENG OFAM
I I p
A) ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF PROVIDE Yi
3,000 PSI AT 28 DAYS. G.W.B.CEILINGI—I—1 F I—1 ABOVE T.O.WALL
-0' Route 1 -1 4
B) MAXIMUM ALLOWABLE SLUMP OF CONCRETE SHALL NOT EXCEED 4. I 15R RISERS STAIR�� O I I I p
` C) ALL CONCRETE WORK SHALL COMPLY WITH A.C.I.SPECIFICATIONS. I 4'O' J a I aD( ,H.W. ^ North Andover, MA
_ TOP
v T.O.WALL in I AND BOTTOM PLATE
3. 01 X
A) ALL R REINFORCINGING STEEL SHALL BE ASTM A615,GRADE 60 AND SHALL BE — in L3.100'-0 I ON 30NICRETE FOOTING I
DETAILED,FABRICATED AND INSTALLED IN ACCORDANCE WITH THE LATEST F_ (TYP.)
A.C.I.SPECIFICATIONS. b'
B) WELDED WIRE FABRIC(WWF.)SHALL BE ASTM A-185.LAP ALL SPLICES 12' I �h T.O.SLAB(HIGH PT.) BEAM I T.O.-
MINIMUM.
O.SLAB
MINIMUM.SECURELY FASTEN W.W.F.IN PLACE TO PREVENT MOVEMENT DURING EL.99V 4' - POCKET T.O.WALL 'P I �6 Q '
CONCRETE PLACEMENT.
EL.100'-0' i0 I _
-A BEAM
C) ALL HORIZONTAL PODS ARE
T14E LENGTH OF ALL LAP L
SPLICES SHALL BE AS REQUIRED FOR•CL'ASSSS S.
TENSION SPLICES PER THEEO�100'O' 'v— I POCKET I T.O.WALL 0� Foundation Plan
LATEST A.C.I.CODE REQUIREMENTS LNLESS OTHERWISE NOTED ON THE I EL 100'-0'
STPLICTL92AL DRAWINGS.PROVIDE CORNER RODS AS DETAILED ON THE
CONTRACT DRAWINGS. O I O'COONCRETE I
D) PROVIDE A CLEAR COVER FROM REINFORCING STEEL TO ADJACENT WALL WITH 20'XIO'
CONCRETE SURFACES AS FOLLOWS, ( CONT.CONCRETE T.O.WALL I o •O
)
T.O.WALL q
BOTTOM OF FOOTING 3' FOOTING(TYP. tZ.100'-II' I �o EL..100'-11'
PIERS AND WALLS 1 1/2•(EXCEPT 2•AT a6 AND LARGER BARS)
TI-ESE DIMENSIONS SHALL BE CONSIDERED ACTUAL AND ARE NOT TO BE I Z I 10 5'10' 17-6' I Q
ADJUSTED IN EITHER DIRECTION Q FOUND'
I
ALL
g Z DROP
O. �4
E) ALL REINFORCING RODS AND W.W.F.SHALL BE SECURED IN PROPER EL100'-0' T.O.WALL _ _ _ _ _ A9f,
P051TION ON CHAIRS OR BOLSTERS AS MANUFACTURED BY RICHMOND SCREW O EL.100'-0' �• — °'
Dmmf IL I 19 <' llo. t0 s
Ik ANCHOR CO.OR APPROVED EOUAL 4 0 10
I T.O.FOUND. 8'CONCRETE o
WALL EL. FOUNDATION WALL
SOW TOP 12'
V• BRICK COURSES VARIES WITH 16'X8'COM.
d m I BELOW GRADE CONCRETE FOOTING \
y I �B AT GARAGE (TYP.)
FOOTING NOTES- NC
5/8'0
1. ALL WOOD IN CONTACT WITH CONCRETE MUST BE PRESSURE I 5/80 .,T.O.SLAB(LOW PT) I 1&2
TREATED. ANCHOR r A]
2. PROVIDE T-IO'CONCRETE POUR. (SEE SECTIONS.SI-EET A4) — — — — - — — — — — — SCALE: AS Noted
3. TOP OF MAIN FOUNDATION WALL ASSUMED TO BE 100'-0'. — ——
DOOR SCHEDULE
NUMBER TYPE MATFRIAI. WIDTH HEIGHT THICKN'S REMARKS
DI ENTRY MTLIINSLL. 3'-0' 6'-8' 13/4 1 ENTRY DOOR W/16'TRANSOM
D2 SINGLE MTLINSU.. 3'-0' 6-8' 13/4
D3 SINGLE WOOD 2'-10' 6-8' 13/8'
D4 SINGLE WOOD _ 7-8' 6'-8' 13/8'
DS SINGLE WOOD 7-6 6'-8' 13/8
D6 SINGLE WOOD 74' 6'-8' 13/8' _
D7 SINGLE WOOD 7-O' 6'-8' 13/8' -
D8 SINGLE WOOD 1'-6' 6'-8' 13/8' -
DI DOUBLE WOCD (2)7-6' 6'-8' 13/6-
0 1 5 U L L I V A N
D10 SLIDER VID./GLASS 6'-8' 13/4' ANDERSEN PERMASHIELD PS51168R
DI I GARAGE MTL/INSLL. Ib'-O' 8'-0' 1 1/7 METAL OVERHEAD DOOR ARCHITECTS, INC.
35-10'
ARCHPrFCTURE-DESIGN.PLANNING
17-
r - — --— -- 201 EDGEWATER DRIVE,SUITE 215
• Fi WAKEFIELD,MASSACHUSETTS CY8$0
TIEPmENTRY
11•36 PREFABRICATEp Tel:(781)246-1657 Fax:(!81)24&1683
ABOVE DECK BILOO'C SIZEwww.o Ilivanarchitects o—
ELLKHEAD mesa araw;rgs ana sPac4warwra were waParea
Vq locaYon lMlcateC-Pud'ra4on end
B R sa or raPrcCoclicn by anY rreV'uU.in whole
c _ T __ ____ 1U �_— O or in Pan.is aa,i—waro Ima wmlen aron
_ 34-10' I 'O Permission of asWr�an aenrca�,lrc.
DECK 0 2009 OS.11i-r Archft cta mc.
8'-0' 311'
>'-_- _._i ___ _- _ _-_--_ _.__.__-_.i •� GRADE POST
�36px -- O osr n o r ---
IS'-10' 10'-10' 13'-7 O { N I DW
— - — -- — -- - m. VVENT
Key-Lime, Inc.
CORNHi GAS POST E F"" I7-U' 8'-O' -6' 10 He erica Drive
PLATFFIREPLACE,DIRECT8'0 COLL. " PAROUN TUB =III REAR COVET { 'Q � North Ard over,MA 01345
AROUND TLB j� � I I /� I r v p �V
TEMPERED I 4I GREAT ROOM SO [I KITCHEN - Vt
L — 7-6'A.F.F. io 1
µ� 9'-0'CLG. m
a M.BEDROOM M ATH m I L I-rr'(7YPj 7 I w
O
8'-6-DBL 1
I5'-Or 4';5' 4'-T 7.10. g_6. 12'LIV Old Salem Village
Q VANITY - -_. I�-T--. �
N 1 1 -2x6 L-16EXTERIOR STUDIIII 1•-WALL•16'O.C.WITH PEDR-19 BATT INSULATION POSTEo
IOSINK O POST LIN. m ABOVE STAIR COVER m POST POST POST � POST 7OF _�' 3'-6' WALL ABOVE 4 31_. /�Dj--OPEN TO 10 l-1ALL - 17 7-10 - w T iD C SE x 7-6•HST
BELOW,� _ -__ -� O POST) 16R O �OPBN TO ABOVEMa
O O� USED OPENING
RAILING D3
I DN 36'ABOVE RAILING• L T� �RII 9 �' py LIQ i
164 5TA1112 N 1 36-AFF. J X30'TTIC i-j j -;-- it - .. HALL ABOVE I �, Route I 4
AiC
- a 10 I'-3POST North Andover, MA
-oas n METFIOD 5NG
5'-O'W x 7-61-1� 6.OD� - 10 -- 7 /--, 5 __ DPE3N T BEDROOM ti$ v I � - -- 'I A�E BEARING ST O 4-O Q FO APOVE WING OR 01 M' O
' pq�I, m _ L TO
VANITY O BELOW? A j y!, I p
POST CB'-O'CLG. _ _. i5'-IU' _5'-5- 6'-5' GST
17 7BATHHr.(TYP.)7 --- �J II t POST POST PUST Or POST POST COLLFAN 1 POST-/
SOD BATT INBEAM ABCVE
_ j First
& Second
2- SM7-3O IN WALL BETWEEN COLUMN 3'
NOMFIoor PlansL
ROOF PROVIDE 5/8'TYPE X 1
BLOW 7 GYPSUM BOARD ON THE R
PosT PORCH 8x8'PDRGH
a 32x60 GA12A AND WALLS D ALT14L
I Ian D I COLLwiN COVER,
GARAGE AND AROLPD ALL GRADE,
SIDES OF ANY DROPPED (TYP.)
BEAMS IN THE GARAGE O
'���; POST W/ POST W/
SIMPSONSIMPSON
ABU"BASE ABU44 BASE
4 W.I.C. BEDROOM u2 GARAGEIL
F,
m O I Posr d1 �
_- -------Posr ----
POST
A7
"-� L-- ---- J -- --�--- - — -- -- - -
3-8, I 3 B T 71 _ 2'-II' 2'.II- ____6'3'
_ __..6 3_-_ _ 1 `LINE OF SCALE: AS Noted
I _
• ,�.— .I —_— 4_.—____ -1 WALL ABOVE
T
21/5.---. __--... 5-10 7 17-6' ISSUED/DRAWN BY
T-4' -7 S'-10' j 17-6' 10'-9' j 2'-II' II' 6'3' 6'-3'
— -- !- ---- ----...----k-- — -�-- --------% I - 06/08/2009
-_33'10— REVISED RE
Ii
REVISED/REVISED BY
SECOND FLOOR PLAN 1 FIRST F'_OOR PLAN
NT` NT.S.
3
UNIT H _ 06/08/2009
tFIRST ROOK 9925F. JOB NO: 04022
R
SECOND FLOO1365 SF.
u
TOTAL' z357sF. SHEET NUMBER
_. GARAGE. aaa sF. A2
'o
O
Y
F
A B
CONT.RIDGE VENT.
(TYP.) ICE E WATER SHIED,
TAP.3'-0'ALONG
ASPHALT SHINGLE / \ DORMERS
E VENT,(TYP) SHIER, ENTIRE
ASPHALT SHINGLE BAICEY ROOF
ROOFING,(TYP.) \ ROOFING,RYPJ
ICE E WATER SHIELD.
TYP.3'-0'ALONG
VALLEYS,EAVES E
/
2 \ \
/
/ 8 \ 6-PAINTED WOOD \
FREIZEO ' S U LL I V A N
—/ ,(TYPJ 6 — — — — —
T.O. TE _ - 4T.0.PLATE ARCHITECTS, INC.
GlITDER E RAIN ARCHITECNRE DESIGN PLANNING
6'PALMED WOOD I ®®® 14'WI SHUTTERS•FRONT LEADER,(TYP) [@
FREIZE,RYPJ 2 WINDOWS ONLY 6 - ® 201 EDGEWATER DRIVE,SUITE 215
2 4'PAINTED WOOD 666 2 WAKEFIELD,MASSACHUSETTS 01880
^ HARDIPLANC ®�® ICE E WATER SHIED ON TRIM AROUND DOOR$ 2
SIDING.(TYPJ Z 2 ENTIRE PORCH ROOF E WINDOWS.(TTP) 2 Z Tel:(781)2461667 Fan:(781)246-1683
3 5 2 3 5 1 3 5
B'PAINTED HAROIPLANC— vvvvw.osullivanarchitects.com
WOOD TRIM SIDING.(TYPJ
SECOND FLOOR V
1.SC-GOND FLOOR 2 la ase a�I woos aro sox�Kauore ware amwea
— — — — — — _ ase ma looanon Ina raa.a�cicamn ane
s ewassr rmlaa ro Irg Imrrtmaa roaanon.
eeuse or rePotlucuon by enY magge.In whole
PAINTED WOOD
C ® o m-sn Is yonlalea wnnoN me w.lnan
CORNE3ROARDS,RYPJ (TYPJ BOARDS. s<.onaosawVan A.eneeea.lne.
I (TYPJ
m zoos os�lr�an aa,neCs Inc.
4'PAINTED WOOD I 8'BO)®PLAIN 2
TRIM ARS.(TYP)
DOOR"E EE�i�-t-y EE EH PANEL FYPON RAILING 36'
WINDOWS.(TYP) I 11 II II II COLIlrNS e163409 ABOVE DECK
I i 2 RAILING•36' 2 4 2 2
8'PAINTED WOOD I ==== 2 56 3 ABOVE PORCH -
WATER TABLE.(TYP.) I
jg=; I;r]l
® 0 . . . . . . . OVER - Key-Lime, Inc.
FIRST FLOOR POQCHL ti FIRST FLOOR 10 Hepatica Drive
— VHI North Andover,MA 01845
GRADE 16' 8'-0' .AGE - - GRADE
GRADE
1 BRICK VENEE2 ON 19 STEPS 2817 J
NOTE TO GRADE L___J 8'PAINTED
ST EeS TO C�2ADE ALL WINDOWS TO BE ANDERSEN 8'PAINTED WOOD ALLNOTWOOD TRIM
A' 200 SE321ES WINDOWS UNLESS 6X6 P.T.POST ON WATER TABLE.(TYPJ ALL WINDOWS TO BE APDHtSBN
DTI-IE2WISE N07ED I 17 DIA CONCRETE 200 OTHERWISE NOTED
tJWO'T® � Old Salem Village
— — — — — — — — - — — — — — — — — — — — J FILLED ISTLQSONOIJBE
TO UNDISTURBED _
SOIL(TYP.) rI — —
— — L — — — — — — — —
DFRONT ELEVATION ALEFT SIDE ELEVATION
N.T,S.
A Route 1 14
SEE DETAIL 3/A4 FOR WINDOW North Andover, MA
INSTALLATION INSTRUCTIONS
CONT.RIDGE VENT, CONT.RIDGE VENT.
(TYPJ
(TYPJ
ASPHALT SHINGLE ASPHALT SHINGLE /
ROOFING,(TYP) ROOFING,(TYP.)
/ LJ 1"l 1 t F--i
ICE E WATER SHIELD, ICE E WATER SHIED,
TYP.3'-0'ALONG TYP.3'-0'ALONG 8f� E I ev at i o n s
VALLEYS.EAVES E VALLEYS,EAVES E /
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STRUCTURAL GENERAL NOTES:UNIT H OLD SALEM VILLAGE,NORTHANDOVER
1. ALL LVL BEAMS SHALL BE i LEVEL by WEYERHAEUSER TRUS JOIST
ALL INSTALLATION TO BE PER THE CURRENT MANUFACTURES
RECOMMENDATIONS AND SPECIFICATIONS.E=1,900,000PSLF�2600PSI. �� Old Salem Village
ALL COLUMNS DESIGNATED ON DRAWINGS TO BE PARALLAM PSL 1.8E 2500Fc, P.T.2X105 HATCHED AREA REPRESENTS DO NOT KNOTCH OR CUT LVL BEAMS OR PENETRATE WITH ANY HOLES •16'O.C. DROPPED FINISH BOOR FROM
EXCEPT AS ALLOWED BY MANUFABTURER. REMAINDER OF FLOOR
2. ALL LVL INDIVIDUAL MEMBERS IN BUILT UP BEAMS OF THREE MEMBERS OR COMECT LEDGERLESS TO BE NAILED TOGETHER WITH 3 ROWS 16 d@ 12"-FROM EACH SIDE OR WITH 2 ROWS
AS SHOWN ON DRAWINGS FASTEN-MASTER P.T.2X10
3. ALL LVL INDIVIDUAL MEMBERS IN BUILT UP BEAMS OF MORE THAN THREE
4(p•X 314'LEDGER- LEDGER
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ANSI/ASME STANDARD B18.21-1981 @ 12"oc.STAGGER OR OFF SET EACH ROW (3)2XI0'S
BOLTS SHALL BE PLACED IN SNUG HOLES,WITH A MINIMUM EDGE DISTANCE OF OROPP® HDR
2" AND WITH STANDARD WASHERS AT BOLT HEAD AND NUT,OR AS SHOWN ON _
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4. ALL LVL BEAMS TO BEAR ON BUILT UP POST OF A MINIMUM AS LISTED BELOW 2 _ _
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DESIGNATED ON DRAWINGS OR ON STEEL AS SHOWN ON DRAWING. 2X105• � (4)2XIO'S Route
5. BEARING ENDS OF ALL BEAMS TO BE BLOCKED "SOLID EACH SIDE CONT.(3)IY4'X W
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WITH Sd NAS @ 6"OC.@ LVL FLLE+FRAMED
PANEL EDGES AND 12"OC.FOR ALL FRAMING MEMBERS NOT AT PANEL EDGES. (2)I 'X 'LVL North Andover, MA
7. WALL SHEATHING TO BE ATTACHED TO FRAMING WITH 8d NAILS @ 6"OC.@ g FL jV FRAMED HDR. .'P (3)2X10'$
PANEL EDGES AND 12"OC.FOR ALL FRAMING MEMBERS NOT AT PANEL EDGES. 3 DROPPED
CORNER STUDS TO BE ATTACHED TOGETHER WITH A6D NAILS @ 24"OC.OR AS
SHOWN ONDRAWINGS •3
8. GYPSUM BOARD TO BE ATTACHED TO FRAMING WITH TYPE W OR TYPE S
SCREWS IN ACOORDANCE WITH ASTM C1002 @ 12"OC.AND SHALL PENETRATE G ,
FRAMING A MIN.OF SB" CONT. (3)OW X II.'LVL
9.ALL OTHER FRAMING TO BE PER THE 7TH.EDITION OF MASSACHUSETTS STATE (2)I4'X It:'LVL 14% FLUSHfRAMED TOP lJ n '
BUILDING CODE,FRAMING LUMBER fb=875 psi,E=1,300.000 psi FLUSHfRAMED TOP BME�Rf�Kp PSUM 16'-0't
• 10. ALL JOIST AND BEAM HANGERS TO BE BY SIMPSON STRONG TIE, 9 WALL 5YP
INSTALLATION AND NAILING TO BE PER MANUFACTURERS RECOMMENDATIONS. 4/A7 Framing Plans
SPECIFIED HARDWARE MAY REQUIRE SPECIAL ORDER ALLOW SUFFICIENT R `� - -- 3 CONNECT LEDGER
LEAD TIME FOR DELFVERY.USE SIMPSON HURRICANE TIE AT THE EAVE END y — j WITH 2 ROWS
OF EACH ROOF RAFTER OR TRUSS.ALL EXTERIOR HANGERS TO BE CORRISON CONT.(3)I�'X W'
PROTECTED PER PER PRESSURE TREATED LUMBER MANUFACTURES LVL MASTER SIMPSON
FLLl4-FFRAMEJ -X 314•Lam_ AELJ44 BAB
RECOMMENDATIONS,OR STAINLESS STEEL. LOK•16'O.C.
19
11.THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND FOLLOW THE
MANUFACTURES LATEST INSTALLATION RECOMMENDATIONS AND 2X10 LEDGER
SPECIFICATIONS FOR LVL BEAMS
12. ALL SUPPORTS UNDER BEAMS TO HAVE SUFFICIENT UNINTERUPTED SUPPORT ALL SECOND FLOOR CEILING ALL FIRST FLOOR FRAMING
ALL THE WAY DOWN TO THE FOUNDATION OR ONTO LVL BEAM. FRAMING TO BE 2X10 WOOD AL BE 2X10 WOOD JOISTS
13.BRING ALL DISCREPANCIES,PROPOSED DEVIATIONS AND ACTUAL FIELD JOISTS AT WEE LN.ESS AT B O.C.IAL OD OTHERWISE
CONDITIONS THAT ARE DIFFERENT THAN DEPICTED TO THE ATTENTION OF THE OTU-ETRWISE NOT® NOTED
04.
ENGINNER PRIOR TO PROCEEDING WITH CONSTRUCTION. Oce.
14.COORDINATE ALL WORK WITH THIS DRAWING AND ALL OTHER PROJECT SECOND FLOOR CEILING FRAMING PLAN
DRAWINGS INCLUDING SHOP DRAWING s. �1FIRST FLOOR FRAMING PLAN
15.ALL STEEL COLUMNS,BEAMS AND PLATES TO BE A-36 STEEL. Scaio:,lB•-,•-a Stela:i/9•=,-P
16.ALL BIGFOOT SYSTEMS TO BE INSTALLED PER INSTALLED PER BIGFOOT
INSTALATION MANUAL.
m 17.LOADS FIRST FLOOR LL 40 PSF,SECOND FLOOR 30 PSF,DL 15 PSF,ROOF GROUND EXTERIOR DECKS&STAIRS
SNOW LOAD 50 PSF,DECK LI.60 PSF WIND LOAD 100 MPH.EXPOSURE B.
0
18.FOUNDATION TO BE CARRIED DOWN TO UNDESTURBED SOIL HAVING A DECKS,PORCHES AND EXTERIOR ALL EXTERIOR SIMPSON
\ MINIMUM BE
CAPACITY OF 2 TONS/ FT. STAIRS TO AND WIND UPLIFT BE DESIGNED FOR THE
COONECTORS
OWINTO BE CORROSION SCALE: AS Noted
FOLLG LOADS: PROTECTED.CON TRACTOR 70
LIVE LOAD 60 PSF.,SNOW DRIFT IF COORDINATE TYPE OF
ENGINEER:LAWRENCE H.OCDEN REAPPLICABLE, CORROSION PROTECTION
198 EAST MAIN STREET FORCES.STAIRTREADS:THE REQUIRED WITH THE TYPE OF ISSUED/DRAWN BY
GREATER OF 60 PSF OR A 300 PRESSURE TRATED LUMBER
"I GEORGETOWN,MA.01833
978-352-8318,ce11978-502-5921 LRCONCENTRATED LOAD. SUPPLIED FOR EXTERIOR 06/08/2009
GUARD AND HAND RAILS,200 LBS FRAMING.
GHTRUSIOISTLVLBEAMDOC 11/19/06 REVISED/REVISED BY
IN ANY DIRECTION AT ANY POINT
= ALONG THE TOP.GUARDRAILS IN-
FILLCOMPONENTS 50LEIS
HORIZONTAL ON AN AREA EQUAL SPECIFIED FRAMING HARDWARE
Tot SG.FT. MAY REQUIRE A SPECIAL ORDER.
REFER TO SIMPSON STRONG-TIE ALLOW SUFFICIENT LEAD TIME
m DECK FRAMING CONNECTION FOR DELIVERY.NO
p GUIDE FOR CONNECTION SUBSTITUTIONS WILL BE
REQUIREMENTS AND DETAILS. ALLOWED WITHOUT APPROVAL
CONSULTENGINEERTOVERIFY FROMTHE ENGINEER roe No: 04022
DECK DESIGN PRIOR TO
CONSTRUCTION.
V
SHEET NUMBER
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3 PER BLOCK •r--- T 'r-'-'-'7 F
CONNECT DRY-WALL WITH TYPE W OR S I I I I 3 ROWS BD NAILS•IT O.C. I I I I
SCREWS•17 O.C.PER ASTM C1002 W/MIN O ' S U LL I V A N
PENETRATION OF V(TYP)
•I( I CONNECT SHEATHING TO HEADER WITH I' ARCHITECTS INC.
SBIDH COMMON NAILS IN 3'O.C.GRID AS I'
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SHOWN
I I I I 'I I I I' ARCHITECTURE rDESIGN.PIANNING
JOIST 201 EDGEWATER DRIVE,SUITE 215
AN 'I I' WAKEFIELD,MASSACHUSETTS 01880
• �� 1 G� II I I 'I I II
Tel (781)246-1667 Fax:(781)246-1663
(n� I I I I 'I I I I vvvvw.osullivanarchitects.com
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• 001-BLE 3-16D(3)h'X.1357 NAILS EVERY 16' BLOCKING,(TYPJ N() j F.=---{,I SHEATHING SPLICE LOCATION I L__—J Tr»ae ean,ge ane specnlc re wa.e paRa.e°
JOIST OR BEAM . •_ ror vie e<nre location�r�ticaroe.Ru[Ylca4on ane
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(n Rause K wa,°eeeO°e wnroN m°wRmen�n NNa+ore
_ CONNECT SHEATHING TO ALL$RIDS. Re.m°son a osvlllren aa:rans,Irc.
O.C, C 2009 O'Sullivan Archnt
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PLATES,SILLS AND BLOCKING 2
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SII II II II'
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KeY-Lime, Inc.I II 'll II
'I 10 Hepatica Drive
1 L J L____J L North Andover,MA 01845
METHOD 5 GYPSUM WALL I I
1 I SINGLE GARAGE DOOR SHEATHING REQUIREMENTS
Scale:3/d•=1'-P
Seel 3,4•_,'-o- Id Salem Village
I I I I
I I I I
16'
I
it _..__________.____..____v.____- __ I HEADER 70 EXTEND OVER WA PANL 1 I
PRESCRIPT SIGN
BASED ON IRC 2006 -� o
4- 16. ALTERNATE P60210.6.2
j-y SEE GARAGE DOOR 3
TYPICAL LVL CONNECTION PATTERN SHEATHING REOUIREMENTS III (2)1%'X 16'LVL III Z in
ALL OTHER NAILING NOT SHOWN TO BE IN
N
CONFORMANCE WITH TABVTIE \— _
MASSACPUSETTS CODE 711SE WHEN WALL IS afT OF CONNECT PLATE TO HEADER WITH 2 ROWS Route 1 14/1
LINE WITH BRACED WALL BY (`7 16D NAILS(3Yf X.1357 EVERY 6' (V `"F
FRAMING NOTES MORE THAN a• —
3'16D EVERY 16'OF
I, ALL BOOR JOISTS,RAFTERS E CEILING JOISTS TO BE BRACED WALL a - North Andover MA
�I I
W-ESS OTHERWISE NOTED. �LLL
2 PROVIDE 1X3 MID-SPAN BRIDGING AT ALL SPANS OVER SEE PLANS AND SECTIONS ——— O SIMPSON LSTA24 STRAP AT EA,END OF
10 FEET OR AS QECOM0A%DED BY ENGINEERED LUMBER a OPENING CN INSIDE FACE OF WALL
MANLFACTILRER. FOR N R AFTERICANr:CLIPS ANF
CEILING RAFTER tt3. DOUBLE ALL JOIST$BELOW PARTITIONS PARALLEL WITH CONNECTIONS --__-_--___ O d= }JOIST$. Z � L �1 ii `4. PROVIDE DOW IS F JOISTS ELN ALL SIDE$OF OPENINGS ING BO•6'O.C. Q CONNECT PLATETO HEADER WITH 2 ROWSQUNH$$OTHERWISE NOT®. 16D$IN E32 NAIL$•3'O.C.5. PROVIDE(2)2X10 HEADERS AT ALL DOOR AND WINDOW O Framing PIanS
OPENINGS MARKED AS(HOR)LN-ESS OTHERWISE NOTED. DRYWALL W/TYPE W N
OR S SCREWS•12.O.C.PER ASTM Vd 3
ti. ALL FRAMING LLWiBER TO HAVE A MINJMLM FIBER C1002 W/MIN.fie-PENETRATION
STRESS FBl OF 1000 AND MINIMLAA MOO ALIS OF R�'7
ELASTICITY(E)OF 1,200.000 PSI. H- BLOCKING FOR SHEATHING 4'-0' ANCHOR BOLT W/
Q ABOVE TOP OF FOUNDATION 'A7'W T PLATE. W
7. MICROLLAM dVU,PARALLAM(PSD,TIMBERST2AND(LSU CONNECT WITH 3-16D SINGER NAILS r
AND TJI/PRO SERIES ARE REGISTERED TRADE MARKS. Q
CONNECT SHEATHING
8. ANY SLERED LIUB62 JS OTHER MANILIFCHECKED
V62$ WITH 8D•6'O.C.ALL
ECONNGINEERED Ll.W1BBR MUST BE CHECKED APD VERIFI�B7 PANDL EDGES AND 17 O.C.
AT INTERIOR LOCATIONS
9. MANUFACTIRBRS SPECIFICATION REGARDING $IMPSON STHO 14 STRAP TIE
INSTALLATION OF ENGI(N�REO LLJMBEQ MUST BE FOLLOWED. HOLD DOWN AT EA.END OF
T$TLID$WITH 2
10. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY I ROWS IOD NAILS•4'O.C. WALL PANELS,EMBED.14'IN
CONCRETE
a MUST BE PRESSIRE TREATED, 3-160 EVERY 16'OF BRACED WN.I.
IR (D 2X6 P.T.SILL W/
II. ALL POSTS SHOWN ON BUILDING OR FRAMING PLANS 8D NAILS(214'X.113-) SILL SEALER
I LNDER BEAMS SHALL BE CONTINIOUSLY�/PORTED DOWN
TO FOUNDATION WALLS OR COLl1MN5 IN THE BASEMENT.
E
12 BUILDING DESIGN LOADS ARE AS FOLLOWS SCALE' AS Noted
m� ROOF 50 PSF 16D NAILS(3 Y/'X.135) 3'e-0 ANCHOR BOLT W/ — — — — --- _ —
CEILINGS 40 PSF a4 REBAR AT TOPE ISSUED/DRAWN BY
FLOORS(TYP.h 50 PSF M. BOLT TG.1BZ •
FLOORS(BEOROOMS)' 40 PSP ___________ STHD 14
BOTTOM OF WALL
R BEARING WALLY IOv X-EIGHT OF WALL 8D s 6.O.0 RIM BOARD STRAP$
= TO PLATE(TYPJ Jo y -4 DOWEL 24' o6N8l2oo9
* 24 REVISED/REVISED BY
AT CORN92
« �c
._ FRAMING NOTE -
j THIS DRAWING IS A GRAPHIC REPRESENTATION OF THE 14'0 A307 ANCHOR BOLT W/NUT E
u, FRAMING FOR THIS STRUCTURE.CONTRACTOR SHALL NOT WA$HFR 314'MIN 17 MAX 6'-0'O.C.OR `l
SCALE THIS DRAWING FOR THE LOCATION OF FRAMING A$SHOWN ON DRAWING$,MIN 2
MEMBERS.REFER TO THE PLANS,ELEVATION$.AND 71 BOLTS/WALL SEGMENT
SECTIONS FOR DIMENSIONS AND HEIGHTS.
c MIN COORDINATE WITH GARAGE DOOR QOUGH OPENING MIN Job NO: 04022
CONNECT 3-MEMBER LVL BEAMS WITH 2 ROWS I6'OPE STORY
Ya'X N4'SIMPSON SDS•16'FROM EA.SIDE
iJ 24'FIRST OF 2 STORY
CONNECT 2-MEMBER LVL BEAMS WITH z Rows SHEET NUMBER
r x34's1MPsavSDS•16 FROM1sDB. �1gRACED WALL PANEL ADDITIONAL CONNECTIONS EXTERIOR WALLS SINGLE GARAGE DOOR FRAMING REQUIREMENTS ////��\\
8 Scale:3/4. 1'-0 /_' 7
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