HomeMy WebLinkAboutBuilding Permit #109 - 16 MEADOW LANE 8/11/2008 BUILDING PERMIT o*"O oT 6'�4•
TOWN OF NORTH ANDOVER
or .,° .a o m
APPLICATION FOR PLAN EXAMINATION
Permit NO: D9 Date Received9
��SS9CHUS���y
Date Issued: �' /� o/
IMPORTANT: Applicant must complete all items on this page
LOCATION (Y) C[r)") Lar\(.,
P'nt (
PROPERTY OWNER 6L(1C1r0
Print
MAP NO: PARCEL:4-//Y ZONING DISTRICT:I--I_Historic District yes no
Machine Shop Village yes no
TYPE OF IMPROVEMENT PROPOSED USE
Residential Non- Residential
New Building One family
Addition Two or more family Industrial
Alteration No. of units: Commercial
Repair, replacement Assessory Bldg Others:
Demolition Other
Septic Well Floodplain Wetlands Watershed District,
Water/Sewer
DESCRIPTION OF WORK TO BE PREFORMED:
�) r,-,ct/\q alt
Ide tification Please Type or Print Clearly)
OWNER: Name: S aM70, Phone:9 78-.Q 1 -L! 7J
Address: LJO MoM _ MA Ql82Q
CONTRACTOR Name: Phone:
Address:
Supervisor's Construction License: Exp. Date:
Home Improvement License: Exp. Date:
ARCHITECT/ENGINEER iqOrY Phone: q?K- 3S'Q— 0 aS
Address: (S To Reg. No.
FEE SCHEDULE:BOLDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST-BASED ON$125.00 PER S.F.
Total Project Cost: $ Uri FEE: $ vC , .,r.1 D
Check No.: /�j� Receipt No.:
NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund
Si nature of A entJOwner �-�contractor
Signature of
Plans Submitted Plans Waived Certified Plot Plan Stamped Plans
TYPE OF SEWERAGE DISPOSAL
�ublic Sewer 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 Signature
F
COMMENTS zM
r
H TH Reviewed on Signature
V
COMMENTS
Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes
Planning Board Decision: Comments
Conservation Decision: Comments
Water & Sewer Connection/Signature & Date Driveway Permit
DPW Town Engineer: Signature:
Located 384 Osgood Street
FIRE DEPARTMENT -Temp Dumpster on site yes no
Located at 124 Main Street
Fire Department signature/date
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
�v✓'J F �j��°
❑ Notified for pickup - Date
Doc.Building Permit Revised 2008
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
❑ 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
o 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
❑ 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
❑ 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:INSPECTIONAL SERVICES DEPARTMENT:BPFORM07
Revised 2.2008
Location 114
No. Date
i
01
NORTq TOWN OF NORTH ANDOVER
3? ' ' °c
F 9
+ Certificate of Occupancy $
�'�J''•'°'tt�' Building/Frame Permit Fee $ -2 -2 0
ACMuS
Foundation Permit Fee $
Other Permit Fee $
TOTAL $
Check #
{ 6
2 Building Inspector
rA Tot TOWN OF NORTH ANDOVER
OFFICE OF
' BUILDING DEPARTMENT
r * 1600 Osgood Street Building 20, Suite 2-36
;, •.....•* North Andover,Massachusetts 01845
ss�crwust<
Gerald A.Brown Telephone(978)688-9545
Inspector of Buildings Fax (978)688-9542
HOMEOWNER LICENSE EXEMPTION
Please n iat
DATE: - S
JOB LOCATION:
Number Street Address MapRA
HOMEOWNER ,rS Jac�,
Name Home Phone Work Phone
6C10-@&S-0770 c-)(`r, fs�
PRESENT MARLING ADDRESS )L10 rAurac
-lav e c- i I I rh A -0! 83Q
City Town State Zip Code
The current exemption for"homeowners"was extended to include owner-occupied dwellings to two units or less
and to allow such homeowners to engage an individual for hire who does not possess a license,provided that the
owner acts as supervisor). State Building (Code Section 108.3.5.1)
DEFINITION OF-HOMEOWNER
Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended
to be,a one or two family structures. A person who conshvcts more that one home in a two-year period shall not
be considered a homeowner.
The undersigned"homeowner"assumes responsibility for compliances with the State Building Code and other
Applicable codes,by-laws,rules and regulations.
The undersigned"homeowner"certifies that he/she understands the Town of North Andover Building Department
minimum inspection procedures and rNuirements and that he/she will comply with said procedures and
requit+e�ms.
HOMEOWNERS SIGNATUJREy
A
APPROVAL OF BUILDING OFFICIAL
Revised 10.2005
Foam Homemam F-camphor
BOARD OF TPE:1I_S 698-95=11 CONSERV-MO\688-9530 ITE.Ullli 698-95.3o PL.1\-N[NG 6138-9535
REScheck Software Version 4.0.1
Compliance Certificate
Report Date:07/30/08
Data filename:Untitled.rck
Energy Code: 2000 IECC
Location: Andover,Massachusetts
Construction Type: Single Family
Glazing Area Percentage: 10%
Heating Degree Days: 6322
Construction Site: Owner/Agent: Designer/Contractor:
nomm GNU Q? ..
ft: w qwbmw
Ceiling 1:Flat Ceiling or Scissor Truss: 1100 38.0 0.0 33
Wall 1:Wood Frame,16"o.c.: 1578 19.0 0.0 84
Window 1:Vinyl Frame:Double Pane with Low-E: 78 0.350 27
Door 1:Glass: 80 0.350 28
Door 2:Solid: 19 0.350 7
Floor 1:Slab-On-Grade:Unheated: 178 10.0 122
Insulation depth:4.0'
Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other
calculations submitted with the permit application.The proposed building has been designed to meet the 2000 IECC requirements in
REScheck Version 4.0.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
ANA<. " • d
Name-Title SP
nature L Date
Page 1 of 4
REScheck Software Version 4.0.1
Inspection Checklist
Date:07/30/08
Ceilings:
❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation
Comments:
Above-Grade Walls:
❑ Wall 1:Wood Frame,16"o.c.,R-19.0 cavity insulation
Comments:
Windows:
❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.350
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
Doors:
❑ Door 1:Glass,U-factor:0.350
Comments:
❑ Door 2:Solid,U-factor:0.350
Comments:
Floors:
❑ Floor 1:Slab-On-Grade:Unheated,4.0'insulation depth,R-10.0 continuous insulation
Comments:
Slab insulation extends down from the top of the slab to at least 4.0 ft.OR down to at least the bottom of the slab then horizontally for
a total distance of 4.0 ft.
Exterior insulation has a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and
extends at least 6 in.below grade.
Air Leakage:
❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed.
❑ Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from
combustible materials.If non-IC rated,fixtures are installed with a 3"clearance from insulation.
Vapor Retarder:
❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors.
Materials Identification:
❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions.
❑ Materials and equipment are identified so that compliance can be determined.
❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided.
❑ Insulation R-values and glazing U-factors are dearly marked on the building plans or specifications.
❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a
manner that achieves the rated R-value without compressing the insulation.
Duct Insulation:
❑ Ducts in unconditioned spaces are insulated to R-5.Ducts outside the building are insulated to R-6.5.
Duct Construction:
Page 2 of 4
F-1 All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric,
or tapes.Tapes and mastics are rated UL 181A or UL 181 B.
Exceptions:
Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa).
The HVAC system provides a means for balancing air and water systems.
Temperature Controls:
Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or
cooling input to each zone or floor is provided.
Service Water Heating:
Fi Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat
trap or is part of a circulating system.
Circulating hot water pipes are insulated to the levels in Table 1.
Circulating Hot Water Systems:
Circulating hot water pipes are insulated to the levels in Table 1.
Swimming Pools:
F-1 All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable
sources.Pool pumps have a time clock.
Heating and Cooling Piping Insulation:
HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2.
I
Page 3 of 4
Table 1:Minimum Insulation Thickness for Circulating P Hot Water Pipes
Insulation Thickness in Inches by Pipe Sizes
Non-Circulating Runouts Circulating Mains and Runouts
Heated Water Up to 1" Up to 1.25" 1.5"to 2.0" Over 2"
Temperature("F)
170-180 0.5 1.0 1.5 2.0
140-169 0.5 0.5 1.0 1.5
100-139 0.5 0.5 0.5 1.0
Table 2:Minimum Insulation Thickness for HVAC Pipes
Fluid Temp. Insulation Thickness in Inches by Pipe Sizes
Piping System Types Range("F) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4"
Heating Systems
Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0
Low Temperature 120-200 0.5 1.0 1.0 1.5
Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0
Cooling Systems
Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0
Brine Below 40 1.0 1.0 1.5 1.5
NOTES TO FIELD:(Building Department Use Only)
Page 4 of 4
2'
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61 41 0)2xb 41 JULY 2q,2006
JULY 14,2006
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BELAND RESIDENCE BAVE.
BRADFORD
ADDFORDFORD, MA. 01835
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NORTH ANDOVER, MA
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ON 24"X 24"X 12"GONG.
I I BA5EMENT FOOTING,,TYPICAL NOTE CAREFULLY: >
PRIOR TO START OF CONSTRUCTION
I I THE CONTRACTOR 15 TO VERIFY O
14 I 1 THAT THERE 15 A CONCRETE Z
4•GONCRETE SLAB FOOTING, AND THAT THE EXI5TIN6 W Lu
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I I POLY VAPOR BARRIER SILL 15 CONNECTED TO THE �/ V
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BEAM POCKET OF -O OC
THE CONTRACTOR 15 TO PROVIDE Q W
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— . — . — . I OF THE ABOVE TO THE ENGINEER AND L
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—————————————J THE BU I LD I NG, DEPARTMENT. O LLI
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I I NOTE A I N0re A COMPLIANCE WITH THE ABOVE, Q
I I I CONSULT THE ENGINEER FOR
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NOTE A, BA5r-MENT/FOUNPATION PLAN zz
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SEE OARA6E DOOR FRAMING REUQIREMENTS 9 765 Q
SHEET I -P,
12' 24' FSS�oNAL ENG
.7vso`00
GENERAL NOTES, PSN OF Mf
1. ALL LVL BEAMS SHALL BE BOISE CASCADE,VERSA LAM OR BWAL.
ALL INSTALLATION TO Be PER MANUFACTURER'S RECOMMENDATIONS AND 4�' lAw Gt G
SPECIFICATIONS. PROPERTIES, E■2pOOpOOPSI,Flow 5,I0OPSI
ALL COLUMNS DESIGNATED ON DRAWINGS TO BE BOISE GAWADE DtV4 m
LU
VERSA LAM 2200. DO NOT NOTCH OR CUT LVL BEAMS OR PENETRATE o o
WITH ANY HOLES ExGEPT AS ALLOWED BY MANUPA=KER Ul
15' 2, ALL LVL INDIVIDUAL MEMBERS IN BUILT UP BEAMS OF THREE MEMBERS OR FFG 2776ZLESS TO BE NAILW 0
]XI I�b"�o OR OFFSET EACH ROW BY 122""ORI TH AS SHOWN ONdNU
DRAAOO
NOS. yT ON AL FNG\ V Q 1T
9. ALL LVL INDIVIDUAL MEMBERS IN BUILT UP BEAMS OF MORE THAN THREE �4 } < Z 1-
)2X10 MEMBERS TO BE BOLTED TOGETHER WITH 2 ROWS OF 1/2'DIA.BOLTS, 30t (f� IL �I
EACH ROKSTANDARD BOLTS SHALL BE IAbPLAGED IN OSNUG4. SHOLES,WITH A MINIMUM MUM �� O f(1
AID NUT,OR AS SHOKK
OEVII
M STAWEE 2 WITH STANDARD WASHERS AT BOLT HEAD < d
NOTE CAREFULLY 4. ALL LVL BEAMS TO BEAR ON BUILT UP POST OF A MINIMUM AS LISTED BELOW, N I
GRO5�aBRIDGING AT MIOSPAN,TYP. THE NORTH ANDOVER BUILDING 2 TO 5 LVLS-USE S"X 5s"; 4 LVLS-USE 45"X 53"15 LVLS-USE b"X BS"
14' INSPECTOR WILL REQUIRE A FRAME OR AS POSIGNATED ON DRAWINGS OR ON STEEL.
INSPECTION AND CERIFICATION 5. BEARING ENDS OF ALL BEAMS TO BE BLOCKED 14.5"SOLID EACH SIDE.
FROM THE ENGINEER.
(4)2X10 b. ROOF AND WALL SHEATHING TO BE ATTACHED TO FRAMING WITH bd NAILS O 6"04 O
BRING ALL D15GREPENGIES, PROPOSED PAN°'EDGES AND 12"O.G.FOR ALL FRAMING MEMBERS NOT AT PANEL EDGES
DEVIATIONS AND ACTUAL FIELD 9. GYPSUM WALLBOARD TO DE ATTACFIED TO FRAMING WITH TYPE W OR TYPE S
SCCREHS IN ACCORDANCE WITHASTM 01002. 12"O.G.ANS SHALL PENETRATE Z
CONDITIONS THAT ARE DIFFERENT FRAMING h MIN.OF S/D'. O
THAN DEPICTED TO THE ATTENTION
OF THE ENGINEER PRIOR TO b• ALL OTHER FRAMING TO BE PER THE Tth EDITION OP SE
THE MASSACFCITTS
OF THE
NOIIN6 WITHCONSTRUGTION STATE BUILDING CODE. FRAMING LUMBER rb-b95 PSI,E-1,500,00 PSI.
al. ALL JOIST AND BEAM HANGERS TO BE BY SIMPSON STRONG TIE. INSTALLATION
FLOOR FRAMING DO NOT DEVIATE FROM THESE AND NAILING TO BE PER MANUFACTURERS RECCOMMENDATIONS.
DRAWIN65 WITHOUT APPROVAL 10. USE SIMPSON H-10 HURRICANE TIE AT THE SAVE
END OF EACH ROOF RAFTER OR TRUSS. ALL EXTERIOR HANGERS TO BE O
CORROSION PROTEGTW PER PRESSURE TREATED LUMBER MANUFACTURERS
RECOMMENDATION OR STAINLESS STEEL. 1' ,
�13 SPEGIPEC
IED HARDWARE MAY REQUIRE SPIAL ORDER. ALLOW SUFFICIENT Lu Ju
LEAD TIME FOR DELIVERY. ^, t 1
II. ALL PRE-ENGINEERED JOISTS TO Be BY BOISE GASGADEAND INSTALLED PER THE
CURRENT MANUFACTURERS INSTRUCTIONS AND SPECIFICATIONS,INCLUDING BUT NOT
LIMITED TOALL AGGESSORIES SUCH AS RIM BOARDS,WEB STIFFENERS BRIDGING,
RAFTERS 2X10 2 Ib°OG BRACING,NAILING,AND CONNECTION REQUIREMENTS ETC. DO NOT NOTCH OR CUT
JOIST OR PENETRATE WITH ANY HOLES EXCEPT AS ALLOWED BY MANUFACTURER. Q Z
UNLESS OTHERWISE NOTED (2)2X0j
(2)1.96 X 1.25 LVL (2)2X6 12. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND FOLLOW THE C) lL
SIMPSON H1 05 HURRICANE CLIP MAPMJPAGTUFtERS LATEST INSTALLATION REGOMMBrDATIONS AND (n W
EACH END OF EACH RAFTER SPECIFICATIONS FOR LVL OEAMS AND PRE-ENGIN�RED JOISTS. ;''I ';
e BEARING / 15. ALL STEEL TO BC A56,STEEL COLUMNS KIT14 BASE AND DEAKINS PLATES TO BE iL 1 O
H23A O RAFTER TO RIDGE (2)AGE4 MAX BEAM WIDTH 6.X 1/2",PLATES WITH 4-9/4"HOLES,BOLTED OR WELDED TO BEAM O (v
AND VALLEY MEMBERS GAP BEAM TO OR AS SHOWN ON ORWINGS. 0 z
P T 14. ALL SUPPORTS UNDER BEAMS TO HAVE SUFFICIENT UNINTERUPTED SUPPORT W Q
GSIGM¢P50 WN ALL THE WAY DOTO THE FOUNDATION OR ONTO LVL BEAM. ^ (1–\! _
(2)2X62)1.96 X 4.26 LVL CAp T T SIMPSON HI09 IS. BRING ALL DISGREPENGIES,PROPOSED DEVIATIONS AND ACTUAL FIELD u Z
JI, � CONDITIONS THAT ARE DIFFERENT THAN DEPICTED TO THE ATTENTION OF THE
I I IXIIbI LVL 11 X �!y� HURRICANE CLIP ENGINEEK PRIOR TO PROCEEDING WITH GONSTRUGTION.
VERSA�rr�POST A AM P05T Ib. ALL SICPOOTSYSTEMS TO BE INSTALLED PER 5I0FOOT INSTALLATION MANUAL. 1 O
�Lqjt,PLNI LLIMU (2)1.95 X Ib"LVL 19. COORDINATE ALL WORK WITH THIS DRAWING AND ALL OVER PROJECT —1 I IJ
(2)2X6 BEAM TO POST GAPS SIP4PSON TS221WI
5 DRAWINGS INCLUDING SHOP DRANGS, (� l L-1
ACE4 MAX TOP i OM T TO GI Ib. LOADS FIRST FLOOR LL 40 PSF,SECOND FLOOR 90 PSP,DL 15 PSP,ROOF,00"
OF G T- MW SNOW LOAD 60 PW,DECK LL 60 PSP,WIND LOAD 100 MPH,EXPOSURE 01J l J.
III ` V1
2,aENO UP
A. FOUNDATION CAPACBe 0F221EONS/SO.FT.UNDISTURBED SOIL HAVING h MINIMUM O
2)1.95 X II-9/b"LVL T quPp, T 20. AT THE COMPLETION OF THE FRAMING WORK THE LICENSED CONSTRUCTION SUPERVISER
(2)2X6 2 SI 1.95 X 14WI
IS TO PROVIDE A CERTIFICATION THAT ALL WORK WAS PERFORMED ACCORDING TO THE O
POST TOLVL 'LVL DRAWINGS,DETAILS,NOTES,MANUFACTURERS INSTALLATION REQUIREMENTS AND THE 9TH
2 SIMPSON I IGGEqOAOD ` EDITION OF THE MASSAG#lSETTS BUILDING CODE FOR 1 • 2 FAMILY RESIDENCES
ACE b MIN (2)2X6
BEAM TO I I I REMOVE EX SING HI ('�
POST GAPS AND INSTALL NEW ABLE / OL
EACH END
OF BEAM S MPSON Hvc
VALLEY TO RI
2 • HUII MAX
1
SPECIAL ORDER
SLOPED ANIG C
JULY tat,2006
1.95 X II-9/b L
96 x b L ENGINEER: LAWRENCE H. OLDEN FE
(2)2X6
(Z)2X6 1418 EAST MAIN STREET
ROOF FRAMING 6EOR6ETOWN, MA. 01833
(2)2x12 HEADER (2)2x12 HEADER
a-►8-3s�-8318, Goll a-r8-soy-sa�1
CONT.RIDGE VENT
FIBS AN ASs SHINGLES
1/2"EXT.PLYWD,SHEATHING NEN SLOPE SHALL MATCH
2X1O ROOF RAFTERS SLOPE OF EXISTING ROOF-
APPROX.6rM-
VERIFY IN FIELD
USE'ICE AND WATER SHIELD"
OVER ENTIRE SURFACE OF ROOF
SIMPSON HIOS
AT RAFTERS X1.16 X IS.LVL
II \
II �
I
II
METAL DRIP EDGE i I
CONT.SOFFIT VENT VERSAL AM POS�'j j
SIDING TO MATCH EXISTING 1 j
HOUSENUSAP EWAL TO"TTVEK" 1 1 6/4 T 4 G PLYWD.SUBFLOOR GARAGE SHALL DE FINISHED WITH
1/2'EXT.PLYWD.SHEATHING I 12X10 FLOOR JOISTS 5W'TYPE X"GYPSUM WALLBOARD
2X6 STUD WALL NEW FIRST FLOOR I I Rola FIBERGLASS BATT INSUL.
R■14 FIBERGLASS BATT INSUL. SHALL BE FLUSH WITH EXISTING
ADJACENT FIRST FLOOR
II
4"CONCRETE SLAB
10"CONC.FOUNDATION OL 4'
BR
ITUM.DAMPPDOPING 6-1/24 STEEL.
ON 24"X24"XI2"
10'X20"CONC.FOOTING CONC.FOOTING-
we"TYP.COL.
DETAIL"SHEET 1
' NEW SLAB SHALL BE
FLUSH WITH EXISTING 4"CONC.SLAB
ADJACENT SLAB
T` F I GAL NALL SF-GTI O
6"CRUSHED STONE W/ PSN OF M;q�
POLY VAPOR BARRIER j C
LA Na y
g N
�'
O Dr ti
11010(1 pF. 2776 Q Q,
0 Q S
ass/0 �NG\�
CONCRETE FOUNDATION ALL
CLEAN D4GKFILL ON AT LQQATI=
SILT BARRIER 12u N � �P
6"MIN STONE OVER PIPE SW TO M
2"MIN STONE UNDER PIPE
(2)1#4 RE-BAR,CONT. 12"
IL POLY VAPOR BAR /Ulm 2X8 Isla IMPSON R51046/4"KA-0+WSTONE �'MI Nrr 2X6 flu PLATE TO STUD SIMPSON HIOS
DILL MAL WCAP AT RAFTERS
CENTER L
ANCIgR DOLT
4"PERFORATED PIPE FLATS W S 4 ", COHOR SOLID SHALL DD IMOLALLY oa1641 WALL CONNECTION AT RAFTER4
FOUNDATION DRAIN •6,04.NOT mom rem Ir".0m
.. oosrresw Dare fNAu exrov
A MK Or V IMO CONOWE
JULY 2A,2006
MARTHA MACINNIS F OPO5ED ArD1D I TI ONS RENOVATIONS
56 NT AVE.
BRADFORD,OMA. 01855 5 E L A N D RES 1 D E N C
(41"18)5"14-8-1141 16 MEADOE LAND
NORTH ANDOVER, MA
slMPsoN cs STRAP DOOR SHEATHING STEEL COLUMN DETAIL
a
FROM A KIM BOARD REQUIREMENTS
ROWS "
a I/2 =I'-O BEAM
s•o4. SHEATHINO EDOW '1)8x1/2"PLATE
Roves• In"
I
1 FIEADER O G.
OF 4 In•m
e ASM DOLTS OR
od u CONNECT PLATE TO HEADER •.r'�• AISLE WELD TO BEAM
WITH 2 Rows IOd a 12"OA. 112" I I I I
STANDARD STEEL PIPE
slMPsoN Isle STRAP I I I I KITMI I�i2° A.T �
AT EACH END OF I I I I ♦ KALL THI�g DOTH SIDES WITH 2-In'm
oPErut�ON INSIDE I I I I' S-In• 22a ASOT DOLTS EACH BEAM
FACE OF o I I I I SER MShTAITHad INS TO OR HELD TO DEAMS
GONNWT PLATE TO n I I I I COMMON NAILS IN NOTEI
HEADER WITH 2 ROWS • I I I I 5'SKID AS SHONM THIS IS NOT A CONCRETE In" &XD)pn"PLATE-WELD To
Ibd SINKER NAILS FILLED LALLY COLUMN WITH 4-In"•ANCHOR BOLT
e 5"O.G. .. -4k CONNECT SHEATHINS
DLocKIN*FOR SHEATHING LL <] ~ aI SL.OGALL STUM,KINS
W ADOVE TOP OF FOUNDATION �' I I I I WITH 2 ROWS ad
CONNECT WITH 5-I6d SINKER NAILS _ I I I I COMMON NAILS a S'O.G.
coNN!CT STUDS KITH 2 ROM BEAM
IOd NAILS a 4"04
t70,15/64,ANCHORBO
$ I I I I
KITH 2x2XSA6" I I I I
HASHER PLATE I OF 4 Ona•m HOLES I-I/4•
L
ABOT DOLT r FOR 1/2"x 4-1/2•
sIMPSON STRONG BOLT
PT SILL EMDEDMENT HEDGE ANCHOR i 5„
STHD14 STRAP
14" t TIE HOLD Dove+I HALL PANELS ilk
EMDEDMEHT 14"IN CONCRETE I-I/4• I I-I/4•
04 POHEL SIE HO TRAP
TIE DOWN PRESCRIPTIVE DE916N
I-v4• I-I/4"
AT CORNER N4 REBAR TOP 4 BOTTOM � AT EAGM#END Or
24 '' HALL ANELS BASED ON IRC 2006 5"
24P
• w E T 14•IN CONCRETE PORTAL FRAME ALTERNATE
R6 02.6.2
FoonNa 5EE (9ARA6E DOOR
SHEATHIC REQUIREMENTS
WALL PANEL AT GARAGE
I/2"=I'-0
14 OF
° A N s
x L m )3O1vJ
OG �
Vi
27 65 p
KSG. DETAILS ass/p IV LENG��
SCALE: AS NOTED
JULY 24,2005
M RHA MAGINNIS ENGINEER: LAWRENCE H. 06DEN PE PROPOSED ADD I TI ONS $ RENOVATIONS
56 RECENT AVE. 1616 EAST MAIN STREET B L,4ND RAS I DING
BRADFORD, MA. 01635 6EOR6ETOWN, MA. 01833
(61"16)3'14-6-1161 I6 MEADOE LAND
61'76-352-6316, call 6176-502-56121 NORTH ANDOVER, MA