DURKIN RD -LOT 211 JACKET No City of Salem
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APPUCATION
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PERMIT TO BUILD ADDITION, MAKE ALTERATIONS OR NEW CONSTRUC'
IALOONUNT-Appacent to co piefd d no N sdlatlo 4 R IV, and Of
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LOCATION
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L. TYPE AND COST OF SULOINO -AN applicants complete Parts A-D
A. I Isil1 BADfT 0. PROPOSES UM•FOR"DEMOUTIOw USE MOST RECEM USE
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Of units inbw"M Aael a to 19 Q Orge 24 Q 091oe,,>wt wetsea,a,r
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C. COST (Onrf cen4) oft 11n dvelel•Drub M dMee propoead uae Of bA „9t.e9./md mccowing PMM
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11. TOTAL COAT OF iMPROVEMEM I S 5�00
Itl SELECTED CHARACTERISTICS OF BUILDING • For new buildings and additions. complete Parts E L,' demolition,
733C3R*.*.,d,,,."
Pais✓S M aN others ski to IV
E GF FRAME F- MWPAL TYPE OF 14EATNO FUEL G. TYP[OF SEWAGE DISPOSAL L TYPE OF MECHAMCAL
ae bft. pw 79 M C." a eg Pubac a presets ppn p V 'NM e+.e be canal r
e 36 ❑ 0e 41 ❑ A*we(-Puc w*Bow c��v,e.pT
carnets 39 Q COB! K TYPE OF WATER SUPPLY ,.�w M ew-uk ?
34 ❑ �w-Sp«h 39 Q Other-spec/F a2 0 P,tle a pAvats oonK+rM
49 ❑ 'Ale Il
__ 43 0 Prwats(.A c,,w l
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7
i o slEtrsrope M. DEMOLITION OF STRUCTURES: r
a Nmbdsay"
_ a •�,a M#ar Orim,,.a Has Approval from Historical Commission been ieceived
a 1, m••a•o for any structure over filly(50)years? Yea— No_
snrrv+ _.
Dig S@h Number
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31 Ercdse ..._. __. . . . _ __. ...._. ._
1
HAVE THE FOLLOWING UTILITIES BEEN DISCONNECTED?Yes No
sz om.----- --- - -
es WOMAL suansr+arar Welly
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u Ermd _.._---- ---- Gm
FJ_____.____...— Sewer:
54 P40*0 of DOCUMENTATION FOR THE ABOVE MUST BE ATTACHED
°all1omm BEFORE A PERMIT CAN BE ISSUED.
Pew_----._..__.--
IV. COMPLETE THE FOLLOWING: 7f/�,j �-' 1/ eo /o�d Day Jr7�
Historic Districtl Yea— No (N yea.please enclose doamentamn(roes HieL Con) ^1161a I-W (fT
Conservation Ares? Yet_ No_ (R yes.PWM enclose Order of Corr*"*
Has Fire Rgvention approved and stamped Plans or applications? Ye'L No—
Is properly located in ties&FIA dsftW Yet_ No k
Comply with Zoning? Yee)t No_ (if no,enclose Board of Appeal decision)
Is lot grandfadwed? Yee__ No_ (If yes,submit documentatlonld no,submit Board of Appeal decision)
If new construction,has UIe proper Routing Slip been enclosed? Ye[_4 No—
Is Architectural Access Board approval required? Yes— No--)—C (lf Ye4 submit documentation)
1
Massachusetts State Contractor License * :;Z/, 7 yt, _ Salem License a
Horne Improvement Contractor # Homeowners Exempt torn(d applicable) Yes— No—
CONSTRUCTION TO BE COMMENCED WITHIN SIX(e)MONTHS OF ISSUANCE OF BUILDING PERMIT
If an extension is necessary.Pisa'a submit
CONSTRUCTION IS TO BE COMPLETED BY: in writing to Ute Inspector of Buildings
V. IDENTIFICATION • To be completed by all applicants
vA q X" r vwror. rust.4.ra sraw ZIP coo •..roe
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I hereby certify that the proposed work;s au"Zod by the owner of record and:fiat I have been aulwzed Oy the cwrer to-make this applkation
as his authorized agent ate we 2218CO Co:lorn 10 all glicable laws of Nrs,urisdict0rE
Sgrature I'
Address Application date
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DO NOT WRITE BELOW THIS LINE _
VL YALIOATION . FOn DEpAATmW USE Oran
Building
Pemid number use GMV
Building t g_ Fro Cwoc"
Permit issued
au u m w tbV
PermA' FM f owupor cy Lod
CertiADab of Occupancy S APDra ed
Drain Tile t
Plan Review Fee
s — vow .vs
NOTES AND Deft• (For department use)
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coo C'acoof St, � �'
PERMIT TO BE MAILED TO: S+{(ewt �atJuttE �U�
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DATE MAILED:
Construction to be started by. Completed by.
a
BeamChek v2005licensed to.DMS design, Ilc Reg#5234-65564
The Belmont Beam#1
Date: 3/26/12
Selection (3)13/4x 9-1/4 1.9E TJ Microllam LVL Lu=0.0 Ft
Conditions
Min Bearing Area R1=3.5 in' R2=3.5 in'
Data Beam Span 13.0 ft
Beam Wt per ft 12.48# Reaction 1 TL 2616# Reaction 2 TL 2616#
Bm Wt Included 162# Maximum V 2616#
Max Moment 8502 W Max V(Reduced) 2306#
TL Max Dell L/240 TLActual Defl - L/397
Attributes Section(in ) Shear i TL Defl m
Actual 74.87 48.56 0.39
Critical 37.88 12.14 0.65
Status OK OK OK
Ratio 51% 25% 60%
Fb(psi) Fv(psi) E(psi x mil) Fc L (psi)
Values Base Values 2600 285 1.9 750
Base Adjusted 2694 285 1.9 750
Adiustments CF Size Factor 1.036
Cd Duration 1.00 1.00
Cr Repetitive 1.00
Ch Shear Stress N/A
Cm Wet Use 1.00 1.00 1.00 1.00
Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0
Loads Uniform TL: 390 =A
Uniform Load A
0
R1 =2616 R2=2616
SPAN= 13 FT
Uniform and partial uniform loads are Ibs per lineal ft.
BeamChek v2005 licensed to:DMS design, Ilc Reg#5234-65564
The Belmont Beam#2
Date: 326/12
Selection (3)1-3/4x 11414 1.9E TJ Microllam LVL Lu=0.0 Ft
Conditions
Min Bearing Area R1=8.0 imp R2=8.0 in
Data Beam Span 13.0 ft
Beam Wt per ft 15.18# Reaction 1 TL 6014# Reaction 2 TL _ 6014#
Bm Wt Included 197# Maximum V 6014#
Max Moment 19544 W Max V(Reduced) 5146#
TL Max Defl L/240 TL Actual Defl L/311
Attributes Section ink Shear(in) TL Defl(in
Actual 110.74 59.06 0.50
Critical 89.42 27.09 0.65
Status OK OK OK
Ratio 81% 46% 77%
Fb(psi) Fv(psi) E(psi x mil) Fc L (psi)
Values Base Values 2600 285 1.9 750
Base Ad'usted 2623 285 1.9 750
Adiustments CF Size Factor 1.009
Cd Duration 1.00 1.00
Cr Repetitive 1.00
Ch Shear Stress N/A
Cm Wet Use 1.00 1.00 1.00 1.00
CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0
Loads Uniform TL: 910 =A
Uniform Load A
0
R1 =6014 R2=6014
SPAN=13 FT
Uniform and partial uniform loads are Ibs per lineal ft.
BeamChek v2005licensed to:DMS design, Ilc Reg#5234-65564
The Belmont Beam#2
Date: 3/26/12
Selection W 8x 15 36 ksi Wide Flange Steel Lateral Support at: Lc=4.2 ft max.
Conditions Actual Size is 4 x 8-1/8 in.,
Min Bearing Length R1=0.8 in. R2=0.8 in.
Data Beam Span 13.0 ft
Beam Wt per ft 15.0# Reaction 1 TL 6013# Reaction 2 TL 6013#
Bm Wt Included 195# Maximum V 6013#
Max Moment 19541 W Max V(Reduced) NIA
TL Max Dell L/240 TL Actual Deft L/366
Attributes Section (in ) Shear m TL DO(in
Actual 11.80 1.99 0.43
Critical 9.87 0.42 0.65
Status OK OK OK
Ratio 84% 21% 66%
Fb(psi) Fv(psi) E(psi x mil)
Values Base Value Fy 36000 36000 29.0
Base Ad'usted 23760 14400 29.0
Adiustments YP Factor, Lc 0.66 0.40
Loads Uniform TL: 910 =A
Uniform Load A
R1�6013 R2�6013
SPAN= 13 FT
Uniform and partial uniform loads are Ibs per lineal ft.
BeamChek v2005licensed to:DMS design,llc Reg#5234-65564
The Belmont Beam#3
Date:3/26/12
Selection (3)2x 10 SPF South#2 Lu=0.0 Ft
Conditions NDS 2001
Min Bearing Area R1=6.5 in' R2=6.5 in2
Data Beam Span 6.6 ft
Beam Wt per ft 10.11 # Reaction 1 TL 2178# Reaction 2 TL 2178#
Bm Wt Included 67# Maximum V 2178#
Max Moment 3594 W Max V(Reduced) 1670#
TL Max Defl L/240 TL Actual Defl L/919
Attributes Section in Shear(n2) TL Defl(in)
Actual 64.17 41.63 0.09
CriticalF79%
50.59 18.55 0.33
Status OK OK OK
Ratio 45% - 26%
Fb(ps) Fv(psi) E(psi x mil) Fc L (psi)
Values Base Values 775 135 IIA 335
Base Ad'usted 853 135 1.1 335
Adjustments CF Size Factor 1.100
Cd Duration 1.00 1.00
Cr Repetitive 1.00
Ch Shear Stress N/A
Cm Wet Use 1.00 1.00 1.00 1.00
Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0
Loads Uniform TL: 650 =A
Uniform Load A
0
R1 =2178 R2=2178
SPAN =6.6 FT
Uniform and partial uniform loads are Ibs per lineal ft.
BeamChek v2005licensed to:DMS design, llc Reg#5234-65564
The Belmont Beam#4
Date:3/26/12
Selection (2)1 V4x 9-1/4 1.9E TJ Microllam LVL Lu=0.0 Ft
Conditions
Min Bearing Area R1=5.2 in' R2=5.2 in2
Data Beam Span 6.6 ft
Beam Wt per ft 8.32# Reaction 1 TL 3888# Reaction 2 TL 3888#
Bm Wt Included 55# Maximum V 3888#
Max Moment 6416'# Max V(Reduced) 2980#
TL Max Defl L/240 TL Actual Defl L/692
Attributes Section m Shear m TL Defl in
Actual 49.91 32.38 0.11
Critical 28.58 15.69 0.33
Status OK OK OK
Ratio 57% 48% 35%
Fb(psi) Fv(psi) E(psi x mil) Fc L (psi)
Values Base Values 2600 285 1.9 750
Base Adjusted 2694 285 - 1.9 750
Adiustments CF Size Factor 1.036
Cd Duration 1.00 1.00
Cr Repetitive 1.00
Ch Shear Stress N/A
Cm Wet Use 1.00 1.00 1.00 1.00
Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0
Loads Uniform TL: 1170 =A
Uniform Load A
RI =3888 R2=3888
SPAN=6.6 FT
Uniform and partial uniform loads are Ibs per lineal ft.
Generated by REScheck-Web Software
Compliance Certificate
Project Title: Lot#213 Martin Lane
Energy Code: 2009 IECC
Location: Salem, Massachusetts
Construction Type: Single Family
Glazing Area Percentage: 16%
Heating Degree Days: 6268
Climate Zone: 5
Construction Site: Owner/Agent: Designer/Contractor:
.-
Compliance:4.7%Better Than Code Maximum UA:299 Your LIX 285
The%Better or Worse Than Code index reflects how dose to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or east mlative to a minimuni home.
Glazing LIA
Assembly Area or • ••
Wall:Wood Frame, 16in.o.c. 2025 21.0 0.0 95
Window:Vinyl Frame,2 Pane w/Low-E 290 0.320 93
Door:Solid 21 0.200 4
Door:Glass 42 0.300 13
Ceiling:Flat or Scissor Truss 1272 38.0 0.0 38
Floor:All-Wood Joist/Truss Over Uncond.Space 1272 30.0 0.0 42
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 2009 IECC requirements in
REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Name-Title Signature Date
Project Title: Lot#213 Martin Lane Report date: 03/20/12
Data filename: Page 1 of 4
CGenerated by REScheck-Web Software
�i(I " Inspection Checklist
Energy Code: 2009 IECC
Location: Salem, Massachusetts
Construction Type: Single Family
Glazing Area Percentage: 16%
Heating Degree Days: 6268
Climate Zone: 5
Ceilings:
❑ Ceiling:Flat or Scissor Truss,R-38.0 cavity insulation
Comments:
Above-Grade Walls:
❑ Wall:Wood Frame,16in.o.c.,R-21.0 cavity insulation
Comments:
Windows:
❑ Window:Vinyl Frame,2 Pane w/Low-E, U-factor:0.320
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break? Yes—No
Comments:
Doors:
❑ Door:Solid,U-factor:0.200
Comments:
❑ Door:Glass, U-factor:0.300
Comments:
Floors:
❑ Floor:All-Wood Joist/Truss Over Uncond.Space,R-30.0 cavity insulation
Comments:
Floor insulation is installed in permanent contact with the underside of the subfloor decking.
Air Leakage:
❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are
sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or
solid material.
❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between
window/door jambs and framing.
❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk
between the housing and the interior wall or ceiling covering.
❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or
damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed
to maintain insulation application.
❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air.
❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts.
Air Sealing and Insulation:
❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7
ACH at 50 pascals OR 2)the following items have been satisfied:
(a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or
repaired.
Project Title: Lot#213 Martin Lane Report date: 03/20/12
Data filename: Page 2 of 4
(b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed.
4 (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier.
(d)Floors:Air barrier is installed at any exposed edge of insulation.
(a)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or
sprayed/blowminsulation extends behind piping and wiring.
(f) Comers,headers,narrow framing cavities,and rim joists are insulated.
(9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall.
Sunrooms:
❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum
skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope
requirements.
Materials Identification and Installation:
Lj Materials and equipment are installed in accordance with the manufacturer's installation instructions.
Lj 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 clearly marked on the building plans or specifications.
Duct Insulation:
O Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are
insulated to at least R-6.
Duct Construction and Testing:
IF1 Building framing cavities are not used as supply ducts.
Lj All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means
of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or
UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically
fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three
equally spaced sheet-metal screws.
Exceptions:
Joint and seams covered with spray polyurethane foam.
Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the
joint so as to prevent a hinge effect.
Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa).
Lj Duct tightness test has been performed and meets one of the following test criteria:
(1)Postconstruction leakage to outdoors test:Less than or equal to 8 cfm per 100 112 of conditioned floor area. '
(2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm per 100 ft2.
(3)Rough-in total leakage test with air handler installed:Less than or equal to 6 chm per 100 ft2 of conditioned floor area.
(4)Rough-in total leakage test without air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area.
Temperature Controls:
Where the primary heating system is a forced air-fumace,at least one programmable thermostat is installed to control the primary
heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle.
Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the
compressor can meet the heating load.
Heating and Cooling Equipment Sizing:
❑ Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code.
❑ For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial
Heating
Building Mechanical and/or Service Water (Sections 503 and 504).
Circulating Service Hot Water Systems:
❑ Circulating service hot water pipes are insulated to R-2.
Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the
system is not in use.
Heating and Cooling Piping Insulation:
HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3.
Project Title: Lot#213 Martin Lane Report date: 03/20/12
Data filename: Page 3 of 4
Swimming Pools:
.� Heated swimming pools have an on/off heater switch.
Pool heaters operating on natural gas or LPG have an electronic pilot light.
Timer switches on pool heaters and pumps are present.
Exceptions:
Where public health standards require continuous pump operation.
Where pumps operate within solar-and/or waste-heat-recovery systems.
Lj Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a
minimum insulation value of R-12.
Exceptions:
Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source.
Lighting Requirements:
0 A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the fallowing:
(a)Compact fluorescent
(b)T-6 or smaller diameter linear fluorescent
(c)40 lumens per watt for lamp wattage<=15
(d)50 lumens per watt for lamp wattage>15 and<=40
(e)60 lumens per watt for lamp wattage>40
Other Requirements:
❑ Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting
off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is
above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement'n:).
Certificate:
A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window
U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility
of the circuit directory label,service disconnect label or other required labels.
NOTES TO FIELD:(Building Department Use Only)
Project Title: Lot#213 Martin Lane Report date: 03/20/12
Data filename: Page 4 of 4
Qj( 2009 IECC Energy
Efficiency Certificate
WMU=7174a '` _' F`
Ceiling 1 Roof 38.00
Wall 21.00
Floor 1 Foundation 30.00
Ductwork(unconditioned spaces):
�.
Window 0.32
Door 0.30 NA
Heating System:
Cooling System:
Water Heater:
Name: Date:
Comments:
CITY OF SALEM
ROUTING SLIP
New Construction V
Certificate of Occupancy
/Y1aI'twt
LOCATION LOT 11 I4nLDATE 3 7,Z/1 Z
A l 1 00resin Ard
ASSESSORS DATE
93 Washington St.
CITY CLERK DATE
93 Washington St.
PUBLIC SERVICES DATE
120 Washington St.
WATER DATE
120 Washington St.
CROSS CONNECTION DATE
5 Jefferson Ave
PLANNING DATE
120 Washington St. /
CONSERVATION DATE
120 Washington St.
ELECTRICAL DATE
48 Lafayette St.
FIRE PREVENTION DATE
29 Fort Avenue
HEALTH DATE
120 Washington St.
BUILDING INSPECTOR DATE
120 Washington St.
7A
CITY OF SALEM
ROUTING SLIP
New Construction
Certificate of Occupancy
lAArt„s Ignc,
LOCATION L- oT 'l i I DATE ZZ 112-
ASSESSORS DATE 3 2Y 2d 2
93 Washington St.
CITY CLERK ATE 3
93 Washington St.
PUBLIC SERVICESQ�&,m&L idDATE 04)0q/ZOIZ
120 Washington
/St.
/ lot, .
WATER 6 % DATE Z4
120 Washington St. G v
CROSS CONNECTION DATE
5 Jefferson Ave
PLANNING�)pww ODD I�(� DATE 1 1 /o ' 12
120 Washington St.
CONSERVATIOJ ATE
120 Washington St.
ELECTRICAL DATE
48 Lafayette St.
FIRE PREVENTION DATE ld t2
29 Fort Avenue
HEALTH �— DATE - zS, ZoIZ
120 Washington St. �l f
BUILDING INSPECTO DATE�Z
120 Washington St. /
J I
f//0o12 za
Professional Land Surveyors 8 Civil Engineers
ESSEX SURVEY SERVICE. 1958 - 1986
OSBORN PALMER 1911 - 1970
BRADFORD & WEED 1885 - 1972
PLOT PLAN OF LAND
LOCATED IN
S/JZC/"/ MASS.
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v 36 L Z//
��31 ZlZ
do Qlo6'�J/�L � I
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I hereby certify to the
ZONE: _ LOT AREA: LOT FRONTAGE: Building Inspector that the pro-
posed construction shown conforms
FRONT YARD: �7� SIDE YARD: REAR YARD: �j/J to the dimensional zoning of
Mass.
SCALE:
E S/JLEf P
DATE: 1I AYZe l Z3 Zo l
REFERENCE: EK PG Christopher R " dHFTP3�flA9� .
/o MELLO
No.3 1
104 LOWELL STREET
PEABODY, MASS.01960 ST
(508) 531-8121
FAX:(508)531-5920