LOT 214 MARTIN LN - BUILDING INSPECTION No ��� _ : City of Salem /` w..a
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APPUCATION
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PERMIT TO BUILD ADDITION, MAKE AlTERATIONS OR NEW CONSTRUCT
Ib1PORTiWT-MPAe+M ro comPNn a/lt�mr!n s�ctbm:4 �M, �4 N. and(X.
L AT�LOGTqlA . ` , p� _
� IOCATION
pR eErwE� �wo
BUILDIN�1
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su�wo� L7�lz,�, ri;11 �o, z' �e�o« �
L TYPE AND COST OF BU1I.WNO •AI appllcan►a compless Partr A -D
' A TY�.P.�E/p� p IYPROVEYFM 0. PNO/O!�UQ[-FOR"DEAIOUTIOPP U.SE M09T FECENT USE -
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Itl. SELECTEO CHARACTERISTICS OF BUILDINd • Fw new buildings and additipns, complete Paits E-L,' demolition.
com te on P�aits J 6 M aH olhers ski to/V
E PIUNCIPAL TYPE Oi FHAM/ F. RINCi�L TYPE Oi MEATINfi FUa a TYPE Q"F$EWAGE DL4POSAL L TYGE OF MECMANICAL
�0 iwar ew.p) �s U Gr +0 L7 A�c d v��wry �.w t�e�u.�uti a�
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3� q It Q N+vaY fa�qc�ank et) mnaitioni+d�
3Y Q Sh�sYlr�laW1 � 37 ❑ E4ctrr1Y 04 �'h� CS Q •t'
33 O R�.Aaic�d wnvew ]8 Q Cd H TYPE WATEII SUPPIY yv�m.n br an aw.�o/!
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a or¢HswMs Al DEMOUTION OF STRUCTURES:
a w�e«dsw+. ._._.._.___. .__ _ .._ FlasAVP�'�
+a 'ar+wr� �••�d+�o�+�•• hom Hi56orical Commission been reteived
r�ooa eaa�e m e��«v ��y��ro over fiflY 1�)Y�9 YeS_ NO_
�,,,.�.,o+ _.._ __ ._.. __ _ ._. _. _.
sa *ar�.w a../.w n ... . _ _ Dip Sal�Numbef
K w�ee�as osf-srnEn vwacwa sv�ccs Peet Contrat
si ercn..a _..__._.___..._..._______..______...._
HAVE THE fOLLOWING lJT1LfT1ES BEEN DI.SCONNECTE�
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���e�an�re on�r �'
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� '�ini0i o1 DOCUMENTATION FOR THE ABOVE MUST 9E AiTACHED
°""°"� a.Ar .----_..._...._.. BEFORE A PEAMR CIW BE ISSUED.
N. COMPLETE THE FOLLOWU�Ifi:
Histaric OistricCt Yea— No_ lff Ye4 P��docurt�ttation fran Hiaf.Cart�1
ConservaUon Are�4 Yee_ No_ (If Ye0.P�eaee endoas Order d Conditlonsl
Has Rre Reuentlon aPProved and stamped Plana a aPP�katfons? Yea— No_
Is Pr�tY��in the S.RA districCt Yea_ No_
Compy wilh Zoning'1 Yea— No_ (lf�o,encbse Board of APPeaI decision)
Is bl grandFatl�ered7 Yes__ No_ lN Yes. submit docurt�entatlonld no.submit Board ol APPeaI decision)
If new construcUa�.t�1he Wope►Routing Slip been encbsed'r Yea�_ No_
Is Architectural Accese Boa►d ePProval required7 Yee_ No_ (If yes,submit documentatbn)
Massachu�State Cantractor License �k -7� 7 �f 6 sa�em i�cense a
Home Improvement Contracta fk Hameownera Exempt form (N applicable) Yes_ No_
CONSTfiUCTION TO BE COMMENCED WITHIN SIX(B)MONTHS OF ISSUANCE OF BUILDING PERMR
H an extension is necessarY,P�submit
CONSTRUCTION IS TO BE COMPLETED BY� in writlng to the Inspector of Buildings
V. IDENTIFICATION • 7o be completed by all appllcants
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C.anUaclor �,c�nr No
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I �ereby ceNly that the proposed'.vork'a a�M�onzed by tM�owner d record and:�at I have been authonzed by Ne owner to maka thia app�ication
37 hi!aufhOnzed and �e r08 to COntOrm to all IiCade laws of thi9';uri5dictipt
� SigraNre Address Application date
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DO NOT WRITE BELOW THIS LINE
V� VALlDAT10N '
FOR OEPARTMENT USE OtIY
BUIICirp
Permit number ur cyao
Buiidin9 19 Fn GrdnO
p�arrtrt iseued
�� y liN�aWirY
��°�r'Fe. s oa,+or�,�,,
Certificam d Occup�Y s APP�aved bY•
Drain TiM � — .�
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Plan Rev'iew Fes s !<!G/��G .vS —
NOTES AND Dst�• (Fa dePartrtient use)
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PERMIT TO BE MAILED TO:
DATE MAILED:
Construction to be staRed by. Completed bY -
VI ZONWCi PLAN OtAMWER3 NOTES '
DIS7AICT
11SE
FROM YARD
SIOE YAFiO �y�
REAR YAFO
NOTES
SfTE OR PlOT PIAN-Fa Appticant Uss
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,; °°` � . CI"I'Y OF S.1LE�1,[, tiL1SS.1CHl;5ETTS
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, DIAELTUR UF PCBCIC PROPER7Y/OCRDNC C01LtilI�WNER
Wurk¢rs' Cumpensatfon (nsur�nce ,�llid•rvit: Uuildcr�/Cuntrncturr/Electrician+/Plumben
,\ i it i Ilc:�nt ln(orm�Hon Plca�ce Print P7ih�V
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;\�dress: I o I� C �i�� f S-�'.
CirylStatc/Zip: �C✓c� l y��, Uf91 PhuneN� � 7d' � ��2 � ZS �� .
,1re y�iu ua employerY Check tha npproprlata bgss 'fypr u{,prnJecf(requlreJ):
I.O I om o cmployer with 1. �I;un a gun��l cunlr�ctor anJ 1 .�
��„ri�r��+�r�u,�y,.n„e-„ma>.• hava hirod�ha subuonlncbn 6• 1.,9 Nu�v cunawciion
2.O I am a�ob pmpdctor nr p�utnur• livnd on �he auachcd+haut i �� ❑2emodeling
.+hip�nJ have nu cmployees Thcs�sub�ontrveton havo B. ❑ 17emolitian
wurkiny li�r ma in;uiy capaciry. workea' aomp. inauronca p, �OuilJiny udJition
�No wurkcro',coinp, inauranca S. (] Wa an a carroroNon and iy
rcyuircd.) oillcen hove axarciecd thair �a•� Elecrrical rcpein or addi�iaro
J.0 I am s homcuwncr duin$all work right uf axmnp�iun per MnL I I.Q Plumbing rcpain o�udditloro
mysalf. (\o workcry'cump, c. 1 J2,�I(4),anJ we huva no �Z,Q 2�f n:pain
insumnce reyuircd.� � ampluyeea.�No warkeu'
cump, inxurancanyuin:J.J 13•QOlhor
. �,\iry upplli:ml Jw rh�WY1 bor�1 musulru fill uW�h�wcliue bulow ihaWlny tAaif vakM'comrynudun puNay inM1u,nudoM
� 'I L.nauWmm wAo.uhmil ihl��MAod�Indiwiny ihy�n dainy oll wu8 onA then Aiq uu4iJr�anlmaron mm1 mlqnil i nw o17Llaril indinlln��uch
�1'��nu.,�wn tlw1 ch�<k�hi�Eua mw1�u,uAud an�Wditiuwl.ha��huwiny Oa n�ueu of rha iub.ontru4ur onJ iAalr wolYm'mmp.puliry Infwmailon.
1 mn an anpluyer thuf!s p�uvfdfiiX rvorkirt'cump�xaudun G�eq�unc��ar my emp/uyrra B�luw!i du poHry undJub rlt�
in/'onrruHnn,
Insur,mcc(:nmpanyNome: 1�✓Iy�Or � 1S✓ngnGr. GO ,
Policy 4 ur Self-inn. Liu.N: ��'� S o Z,,O y�?, Enpirution Oute• I Z'` / )(1 Z '
lub Sita.�dJresy: l �I 21�{ �,`c� �'\� f✓�, dY/-S%on Ci�y/Slutr/2ip:_ �!4�m
,1�t�.b a copy uf th�workan' compan�a�lon pulley declarutlan p�K�(�howing�h�polfey numbor and uplraHon data).
F'�.iiluro w sccury euvar�ga:ui rrquirod unJar.Scciian 21,\ uf�(GL a I S2 an IrnJ to ihe impwi�ian of criminal pen�ltias uf a
iirc up ro SI,SOU.UO unJ/ur one-yaat iinpriaonmenR �t wcll ey civil penuliiuf in ihu 1'ortn ut'o STOP 1VURK URDER anJ� tine
or up co S'_�Q�IO i Juy �gainsi iha violaanr. Ite advi.reJ ihat�cupy ui ih�y.��t.mcn�may bv iunv�rd�•J io d�a Otlicu ul'
Inrrsiigwiuns�ii ih� n1A I'or iniunner•toverogc vvrilic�lion.
!do 6�rrby eri�ily uuJn�hr uLu aaJ pei�ulNrs��/p��jury diut�M injunrwNun pruviJaJ uGuvr in trur anJ canret
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CITY OF SALEM
ROUTING SLIP
n`e�r Construction V
Certificate of Occupancy
LOCATION '�1 y 1�1a^f-7 �a�G DATE
�-t�t �7�r�.:. �-,9,, _
ASSESSORS DATE ��L—
93 �Vashington 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 SL
ELECTR[CAL DATE
48 Lafayette SL
F(RE PREVENTION DATE
29 Fort Avenue
HEALTH DATE
120 Washington St.
[3UILDING lNSPECTOR DATE
120 1Vashington St.
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CITY OF SALEM
ROUTING SLIP
Ne�� Construction V �
Certificate of Occupanc)' �
LOCATION 2>y r�a���� �q�G DATE j j I � �
ASSESSORS DATE 3 ZS Zo/Z 7
93 �Vashington St.
CITY CLERK DATE J�"c�a/-/�
93 Washington St.
PUBLIC SERVICESS�DATE D
120 Washington St. � r`���/�
WATER��,GC� DATE / � �-- � � `
120 Washington St. ^. �,�7� �
IW
CROSS CONNECTION DATE
5 Jefferson Ave
PLANNING ,(�J,¢�,,,�, OI�.e `I�'1.7�.��ATE �{�/D� �2
120 Washington St.
CONSERVATION D -E �-( � �( '� �"�
120 �Nashington St. _
ELECTRICAL DATE
48 Laf'ayette St.
FIRE PREVElVT10N - � DATE � d (v �
29 Fort Avenue
HEALTH � ��— DATE 3 2 � 2�012
120 N'ashington St. i%�/�`��
t3U1LDING INSPECTOR r�TE � 2 r'
i
120 �Vashington St.
F
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, F//��2 -Z��
I ` ����40�i1 bn�1 �d �30p�0� D��OQ���0�3a �OQo
� Professional Land Surveyors & Civil Engineers
ESSEX SURVEY SERVICE. 1958 - 7986
OSBORN PALMER 1911 - 1970
BRADFORD 8 WEED - 1885 - 1972
PL(Yr PLAN OF LAND
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d I hereby certify to the S6)L�"�/
ZONE:� � LOT AREA: �O�iL LOT FRONTAGE: yI/D�'i'L Building Inspector that the pro-
posed construction shown conforms
ERONT YARD: �SP'r SIDE YARD: �U� RF�AR YARD: �UO`}� to cr,� av,�s�o� Z� of
ShLLy7 htass.
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DATE: Mi�l�� �?J 2U 1 c. � . ..e�,
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REFERE[�ICE; B�K PG Chris opher R���'I�f 1 91 ��
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� ,p No 313ll � � �>
104 LOWELL STREET • Ep �
PEABODY, MASS. 01960 �� ry�_�gi!Y'
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� - � - . . � � ��(508) 531-8121 -
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BeamChek v2005 licensed to:'DMS design, Ilc Reg#5234-65564
The Belmont � Beam#1
Date:3/26/12
Selection (3)1-3/4x 9-1/4 1.9E TJ Microllam LVL Lu=0.0 Ft
Condilions
Min Bearing Area R1=3.5 ir� R2=3.5 in'
Data Beam Span 13.0 ft
Beam Wt per fl 12.48# Reaction 1 TL 2616# Reaction 2 TL 26�6#
�m 7Nt Iqduded 162# Mapmum V 2616# _
Max Moment 8502'# Max V(Reduced) 2306#
TL Max Defl L/240 TL Actual Defl L/397
Attri6utes ' Sec[ion(in Shear irrT) TL Defl in
Adual 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�(psi)
Values Base Values 2600 285 1.9 750
Base Ad'usted 2694 285 1.9 750
Adius6nents CF Size Fador 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
CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0
Loads UniformTL: 390 =A
Unffortn Load A
Q 0
Rt =2616 R2=2616
' . SPAN= 13 FT
Unifortn and partial unifortn loads are Ibs per lineal ft.
. I.w •
BeamChek v2005 licensed to:DMS design, llc Reg#523465564
The Belmont � Beam#Z
Date:326/12
Selection (3)1�3/4z 11-1/4 1.9E TJ Microllam LVL Lu=0.0 Ft
Conditions
Min Bearing Area R1=8.0 in' 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 Induded 197# Maximum V 6074#
Max Moment 19544 Yx Max V(Reduced) 5146#
� TL Max Defl L/240 TL Actual Defl L/311
Attributes Section in� Shear(in� TL Defl(n)
Actual 110.74 59.06 0.50
Critical 89.42 27.09 0.65
Status OK OK OK
RatiO 81°/a 46% 77°/a
Fb(psi) Fv(psi) E(psi x mil) Fc�(psi) -
Values Base Values 2600 285 1.9 750
BaseAd'usted 2623 285 1.9 750
Adiustrnents CF Size Fador 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 Unfform TL: 910 =A
Un'rfortn Load A
0 0
R1 =6014 R2=6014 '
SPAN= 13 FT
Unifortn and paAial 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 W Sx 15 36 ksi wde Flange Steel Lateral Support at: lc=4.2 ft max.
CondiGons Adual Size is 4 x &1/8 in.,
Min Bearing Length R7=0.8 in. R2=0.8 in.
Data Beam Span 13.0 ft
Beam Wt per 8 15.0# Readion 1 TL 6013# Readion 2 TL 6013#
Bm Wt Induded 195# Ma�rimum V 6013#
Max Moment 19541 Yt Max V(Reduced) N/A
TL Max Defl L/240 TL Actual Defl L/366
Attributes Section in� Shear in TL Defl(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 2376D 14400 29.0
Adius6nents YP Factor, Lc 0.66 0.40 .
Loads . UniformTL: 9'10 =A
� Uniform Load A
Q �
R1 =6013 R2=6013
SPAN=13FT
Uniform and partial unifortn loads are Ibs per lineal ft.
BeamChek v20051icensed to:DMS design, llc Reg#523465564
The Belmont Beam�t3
Date:3/26/12
Selecdon (3)2x 10 SPF Soufh#2 Lu=0.0 Ft
Condfions NDS 2001
Min Bearing Area R1=6.5 in� R2=6.5 in�
Data Beam Span 6.6 ft
Beam Wt per R 70.11 # Reaction 1 TL 2178# Reaction 2 TL 2178#
Bm Wt Induded 67# Maximum V 2178#
Max Moment 3594 YF Max V(Reduced) 1670#
TL Max Defl L/240 TL Adual Defl L/919
Attributes Section in Shear i TL Defl in �
Actual 64.17 41.63 0.09
Critical 50.59 18.55 0.33
Status OK OK OK
Ratio 79% 45% 26%
Fb(ps) Fv(psi) E(psi x mil) Fc�(psi)
Val�es Base Values 775 135 1.1 335
Base Ad'usted 853 135 1.1 335
Adiustrnents CF Size Factor 1.1 W �
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 UnifortnTL: 650 =A
Uniform Load A
� �
R7 =2178 R2=2178
SPAN=6.6 FT
Uniform and partial uniform loads are Ibs per lineal ft.
BeamChek v2005licensed to:DMS design, llc Reg#523465564
The Belmont Beam#4
Date:3/26/12
Seleclion (2)1314x 9-1/4 1.9E TJ Microllam LVL Lu=0.0 Ft
Conditions
Min Bearing Area R1=52 ir� R2=5.2 irt'
Data Beam Span 6.6 ft
Beam Wt per ft 8.32# Readion 1 TL 3888# Readion 2 TL 3888#
Bm Wt Induded 55# Maximum V 3888#
Mau Moment 6416'# Max V(Reduced) 2980#
TL Max Defl L/240 TLAdual Defl L/692
Attributes Section(n� Shear m TL Defl m
Actual 49.91 32.38 O.t1
Critical 28.58 15.69 0.33
Status OK OK OK
Ratio 57% 48% 35%
Fb(psi) Fv(psi) E(psi x mil) Fc�( si)
Values Base Values 2600 285 1.9 750
Base Ad'usted 2694 285 1.9 750
Adi�strnents CF Size Fac[or 1.036
Cd Duration 1.00 1.00 �
Cr RepetRive 1.00
Ch Shear Stress N/A
Cm Wet Use 1.00 1.OD 1.00 1.00
CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0
Loads UniformTL: 1170 =A
Unifortn Load A
� 0
R1 =3888 R2=3888
� SPAN=6.6 FT
Unifortn antl partial uniform loads are Ibs per lineal ft.
. "
Generated by REScheck-Web Software
Compliance Certificate
Project Title: Lot #212 Martin Road
Energy Code: 2009 IECC
�ocation: Salem, Massachusetts
ConsWction Type: Single Family
Glazing Area Percentage: 16°/a
Heating Degree Days: 6268
Climate Zone: 5
Construction Site: OwnerlAgent: Designer/Contractor:
. ..•
Compliance:"4.7%Better Than Code Maximum UA:299 Your UA:285 �
The%Better ar Worse Than Code index reflects how Gose to mmpliance Ne house a basetl on mtle�atle-oH rules.
It DOES NOT pmnde an estimate of energy use w mst relalive�o a minimummtle home.
�
� •�•
Wall:Wood Frame,16in.o.c. 2025 2�.0 0.0 95
Window:Vnyl 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 JoisVTruss 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-We6 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Name-Title � Signature Date
Project Title: Lot#212 Martin Road � Report date: 03/20/'12
Data filename: Page'I of 4
Generated by REScheck-Web Software
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,R38.0 cavity insulation
Comments:
Above-Grade Walls:
❑ Wall:Wood Frame.16in.o.c., R-2'I.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.0200
Comments:
❑ Door:Glass,U-factor:0.300 �
Comments:
Floors:
❑ Floor:All-Wood JoisUTruss Over Uncond. Space, R30.0 caviry insulation
Comments:
Floor insulation is installed in permanent conlact with the underside of the subfloor decking.
Air Leakage:
� Join[s(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 ezKerior walls behind tubs/showers,and in openings belween
window/door jambs and framing.
� Recessed lights in the building thertnal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk
between the housing and the intenor wall or ceiling covering.
� Access doors separating conditloned from unconditioned space are weather-stripped and insulated(without insulation compression or
damage)to at least the level of insulation on fhe surrounding surfaces.Where loose f II insulation exists,a baffle or retainer is installed
to maintain insulation applicatioa � �
� Wood-burning fireplaces�have gasketed doors and outdoor combustion air.
� Automatic or gravity dampers are installed on all outdoor air intakes and exhaus[s.
Air Sealing and Insulation:
� Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result oi less than 7
ACH at 50 pascals OR 2)the following items have been satisfied: -
(a)Air barriers and thermal barrier:Installed on outslde of air-permeable insulation and breaks orjoints in the air bamier are filled or
repaired.
Project Title: Lot#212 Martin Road 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.
,, v. (c)Aboveyrade wall's:Insulation is installed in substantial contad and continuous alignment with the building envelope air barrier.
(d)Floors:Air barrier is installed at any exposetl edge of insulafion.
(e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or
sprayed/blown insulation extends behind piping and wiring.
(� Comers,headers,narrow framing cavitles,and rim joists are insulated.
(g)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 Identi£cation and Installation:
� 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 Gearly marked on the building plans or specifications.
Duct Insulation:
� Supply ducts in attics are insulated to a minimum of R-8.All other ducLs in unconditioned spaces or outside the building envelope are
insulated to at least R-6.
Duct Construction and Testing:
� Building haming cavities are not used as supply ducts.
� All joints and seams of air duc4s,air handlers,filter boxes,and building cavities used as retum 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 dua connec[ions with equipment and/or fittings are mechanically �
fastened.Crimp joints for round metal ducts have a contac[lap of at�east 1 1/2 inches and are tastened with a minimum of three
equally spaced sheet-metal screws.
Excepfions �
Joint and seams covered with spray polyurethane toam.
Where a partial�y inaccessible duct connecGon 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-rype longitudinal joints and seams on duc[s operating at less than 2 in.w.g.(500 Pa).
� Duct tightness test has been pertormed and meets one of the following test criteria:
(1)Postconstruction leakage to outdoors test:Less than or equal to 8 cFm per 100 ft2 of conditioned floor area.
(2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm per 100 R2.
(3)Rough-in total leakage test with air handler installed:Less than or equal to 6 cfrn per t00 ft2 of conditioned floor area.
(4)Rough-in tofal leakage test without air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditloned floor area.
Temperature Controls:
� Where the pnmary heating system is a forced airvfumace,at least one programmable thermostat is installed to control the�primary
heating system and has set-points initialized at 70 degree F for the heaUng cycle and 78 degree F for the cooling cyGe.
� Heat pumps having supplementary elecVic-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 induded by an inspection for compiiance with the Intemational Residential Code.
� For systems serving muttiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial
Building Mechanical and/or Service Water�Heating(Sections 503 and 504).
Circulating Service Hot Water Systems:
� Circulating service hot water pipes are insulated to R-2.
� Circulating service hot water systems inGude an automatic or accessible manual switch to turn oft 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 R3.
Project Title: Lot#212 Martin Road Report date: 03/20/12
Data filename: Page 3 of 4
Swimming Pools:
,_ =�� Heated swimming pools have an on/oft heater switch.
� Pool heaters operating on natural gas or LPG have an electronic pilot light.
� Timer switches on pool heaters and pumps ar,e present.
Exceptions: �
Where public health standards require conlinuous pump operation.
Where pumpsoperate within solar-and/or waste-heat-recovery systems.
� 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 finm site-recovered energy or solar energy source.
Lighting Requirements:
� A minimum of 50 percent of the lamps in permanently installed ligh6ng fiMures can be categorized as one of the following:
(a)Compact fluorescent
(b)T-8 or smaller diameter linear fluorescent
(c)q0 lumens per watt for lamp wattage�=15
(d)50 lumens per watt for lamp wattage>15 and r-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 .
aboveAO degrees F(a manual shuroff control is also pertnitted to safisiy requirement'c').
Certi£cate:
� A pertnanent certificate is provided on or in the eledrical distribution panel listing the predominant insulation R-values;window � � �
U-factors;type and efficiency of space-conditloning and water heating equipment The certificate dces not cover or obsWct the visibility " -
of the circuit directory label,service disconnect label or other required labels. �
NOTES TO FIELD:(Building Department Use Only)
Project Title: Lot#212 Martin Road Report date: 03/20/12
Data filename: Page 4 of 4
Q 2009 IECC Energy
�� Efficiency Certificate
� � a
'� � � 's'� i.a � .�;r7: . `a, �7-�„ � �'''!as �:l ry Y;yb
� �Ceiling I Roof � 38.00
Wall 21.00
Floor/Foundation 30.00
Ductwork(unconditioned spaces�: _
�.
Window 0.32
Door 0.30 NA
.. -�,.,
�Heating System:
Cooling System:
Water Heater:
Name: Date:
Comments:
` �D FRONT YARD 15 FT.
D � SIDE YARD 10 FT.
� REAR YARD 30 FT.
_ _ ��� � � �o� io4
— — — — — — — — — � il�+ ��U � � /o� � � LOCUS IS SHOWN ON DEFINIIIVE SUBDIVISION PLAN OF LAND
0 / / \ �� s �, \ \ \ \ �� .y�o �p2 BY EASTERN LAND SURVEY ASSQCS., REVISED TO DEC. 30, 2004,
N / D /
� ��Z � ��''� �� � / ZONING DISTRICT: R1
DRAINAGE N65'34�00"E � � / � MARION/MORRIS � / \ 1 / � ` ASSESSORS MAP 9 PART PARCEL 30
� ` RECORD OWNER: KENNETH G. STEADMAN
� , � �
44.88 / / � �� RESOU RCE AREA � ` / � �
EASEMENTf � N ( / \ \
�I DRAINA�E �N N67'10'40"E � �
RESOURCE AREA — � � EASEMENT � / \ \
230.79' � / � �,3,. � o
��� � �� p � PROPOS D EROSION CONTfROL ( � � �
�
�j'�-Q�Y � — B �— �o�L\\io1��-��� / � I SILT FENCE I q
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a R , na9 - - Tn -
� RESOURCE AREA - � � lI1 � M \ \ \ ✓/ / PATIO I � ��� � ��� o (.� I
� BOUNDA Y (}� \ ]� � � � � \ � � w � �o4r I EROSION CONTROL SILT FENCE
,Lo � �•��•� �l aD �Zp In.� \ � / � `1' r I 2'x:Yx4'-6' WOODEN POSTS
\ � �PARK� \ Z � �. �, \ � ��/ / � � 50' I � N � \ I ( ' A�T 8' O.C. (MAX)
� LOT 2,35 � �� / °� P'"/ � � � < .a � , � [—+
� � ��S �� PROPOSED PROPOSED � MtRo,Fl No. to0 SEDueEN7
�' � Z \ �, � DWELLING � PAVED , � � I I CONTR(Ol. fABRIC OR EOUIV.
\' n 1ST F�R. 120.0 DRIVEWAY L-57•79 � ' � HAY BALES
�f7 �y� � �t�y � \ LiOT 214 / � CELLAR 111.0 � IR=50.00 `°9> � � � �ow oiRecnoN �
, -_ � -�� \ �
� W � 20,544t SF. \ {� /t.� �r o p32 t ' I I EXISTINC GROUND ���/
. ��i i. I � � ��c� i i 2 1 / f ° ������ � •
� �� ���s \ /
O WS I / I10 I �� 3' ENTRENCHMENT
`� � Fs ,Q 3� � N , SS . o � DRAINAGE J�' °
",' / a?S S, �__� I18 ��6 �q 2 �g � � � EASEMENT
� � j i •O� � 176.89 nb.� �V�-��5 0�/ � � � e owH � � � �
; _ _._ � PROPOSED WALK � S67'10�30 W °c,s Eta�" / � �p � � � P"' � �
: -- _`___- � ` r.c c�s �_ AND CURB A H - � I I �
� � ON DEFI TIVE SUBDIVISION __ _ _ _ _ _ � �
.- '.- -W � ° -- --- - - \ _-------_ --- �"� I SS � \ - ���� - ����
<� _ ,j — "' — W — \ II I I = II I I =
� ` - ��`' MA.R TIN LANE ROADWAY UNDER CONSTRUCTION I le � �4 \ I ` 1 I I - IIII - II II UNDISTURBED SUBGRADE
IIs
� 6 I s+H � o�s FS -�- � / pg ' � �" \ \ 1 I
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\ / , ,� \ `\i/ 122 p � "" % p i�i.� ��9g °w �\ � 1
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. � \ . �// ���// J ii ii i/i� ��i�. \ � CAS � .
� � �����v.i/_ 87 ��J �.� i/i\��/i� � � t : i / �.32.0�� \� �P � EL C. ( � � �ijT �i/\-c.��' / � 1 � � .
.v ���.-
� -r' � i �� 1 �C � \ � � o SMH EXISTiMG SEWER MANHOLE �
; ' -/% , _ ;n � Tss , H ELEC. � �„ gg �v5 L � ws p DMH EXISTIING DRAIN MANHOLE
/ � ��'6 �� � ` � � 0 I � � iin=�i�<% '\ � :� / SS � I / � �I I
�/ e ��� � �/ - � � � "�3y "� ^` o \ � � � EXISTIING CATCH BASIN
\ '/ �, \ / .WS � `
� -� 50' iia � � � � I � ' � EXISTIING HYDRANT
� ^/ � 128 ^ 8 \ZQ 5��- J O \ f ewso EXISTIING WA ER SHUTOFF
h� O�' ! � PRCif'OSED \ �� � PROPOSED \ \ \ I c�s � // � octis EXISTIING GAS SHUTOFF I
� / PROPOSED P4VED ° �
�4 ., � PROPOSED PAVED wso 0
yI $ ( � DWELLING DRIVEWAY � �'R OSED � _
\ DWELLING DRIVEWAY \ \�, � � — 100 — EXIS111NG CONTOUR
�� M .�1ST FLR. 132.0 \ �26 n �� 1ST FLR. 129A DW LING �� � � �i 100.00 EXISTIING SPOT GRADE
���` '^ CELLAR 123.0 � CELLAR 120A � - � � �
�' F� RETAINING \ — RETAININ � � ¢ UTILITY POLE
� I �^,3' o� N o. 1 � WALL \ � N o. 3 WALL \ �. F..� I _
12$ / � � I RETAIIVING WALL �
h'%'/Y-a32o \ � ._�30� � � 3 W �"P �`� - D 2 /l� � ��� STONE WALL
\` \2g vh�yo ty lo!- o3>LI o ro 3 2 � \ \ � ~ � � CURB
\ � � w �
�o- 129z0 : ���� °` O '� FENCE
i � 128 � � � 1 0 � V '' � `ti o � � V �z�.� � � 1 � � � �� � �� � —X—x— _ i'
� 'oMi � \ \ � �`�6 \ � c�•� ` � � � RESOUIRCE AREA BOUNDARY
BUFFER ZONE � 'LOT 211 � N a�o \�3 � LOT 212 � N / / LOT 213 � 1 \ \ J � / �� � � A10 RESOUJRCE AREA BOUNDARY FLAG i
� 80UNDARY \ � c•t o 0
� i a � 0,471 f SF. 13 � Z \ � 0� 'rJ60f S . �Zy z\ \, � � � / � / � 1G0 PROP�SED CONTOUR
� \ \ J \ � � 100x0 PROPOSED SPOT GRADE
� 84.64' 132 , ' 132.00' � / \ \ \ \ / / % / g8 — -H's — PROPOSED WATERISERVICE ,
. . .
S67 48 30 W � � S67'10�30"W ' � � � / � � � / —S5 — PROPOSED SEWER SERVICE
a I �-- � � / 13v6 \ \ � \ / � _ i / � ` .
� � ` � � � � i ^ / I�i
� � � � � � \ � � � � / � � i ( '
�
I '
;
j '� �3� i � � , � NEW ENGL AND P D WER COMPA N Y � ' � , � � � � � � ;
1 � �32 � � � � 1 � 1 . �i � � I�6 ll'1 u2 �o �o � � �
\'�y � \ � � � llo g 6 loy ioZ,
! � 132 \ l;20 � � � / /
I �34
13o Itco ��4 tzt Iz<� Ils / o� .
�
� GENERAL NOTES NOTES:
MARTIN LANE CONSTRUCTION IS PURSUANT TO ORDER
OF COPdDITIONS WITH DEP FILE 64-391, NMICH HAS
1) THIS PLAN lS TNE RESULr OF AN ON 7NE GROUND FIELD� BEEN EXTENDED TO MARCH 2O1L
I SURI/EY AND PUBLIC AND PRIVATE PLANS.
I2) UT/LlTIES SNOWN ARE BASED UPON F/ELD SURUEY AND WATER & SEWER SERVICES ARE TO BE CONNECTED
RECORD PLANS AND ARE NOT NECESSAR/LY lND/CA77liE (�F TO EXISTING STUBS IN MARTIN �ANE. SITE DEVELOPMENT PERMIT PLAN
UNDERGROUND CONDIT]ONS.
L OCA TED lN
3J 7NE CONTRACTOR SHALL BE RESPONSIBLE FOR IiERIFYIN� AND
�XISTING UTILI�SL�SNOWN OR/NOT SHOWNVON�HESE PL' ANS, S A L E M � M /''1 S S .
PRIOR TO ANY CONSTRUCTION. TNE ENGINEER SHALL BL� NOTIFIED ,,.rp�"-r�-�,_
-*' PREPARED BY
lN WRITING OF ANY UTILl77ES FOUND INTERFERING WIrN fi-lE �.tit" °r �`��`.i�°'�.
I PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL ,ACTION <o� cHeisrorHeel'G; EASTERN LAND SURVEY ASSOCIATES, INC.
J BEFORE PROCEEDING W1TH TNE WORK. �Q; �L� j��y
� 4) THIS PLAN lS BASED ON THE REFERENCED PLANS, DEEDS � ,pNo.31377 � ��� CHRISTOPHER R. MELLO, PLS
AND 7NE RESUL TS OF A FIELD SURUEY AS OF TNIS DA LE - *:, ���f,^��sreR``Y�,� ��
i NO CERTIFICATION lS INTENDED AS TO PROPERTY 77TLE " , ��,�sue.•�-�,� 104 LOWELL ST. PEABODY, MA. 01960
� ./ ��YYJi:'Q/
OR AS TO THE EXISTENCE OF UNWRITTEN OR UNRECORDiED % � (978) 531 -81 211
, EASEMENTS. ��, �� � �
5) TNE OWNER SNALL CONFIRM COMPLIANCE WITH ALL APPL✓CABLE i SCALE: � = 2O AUGUST 24� 2O� O
. CODES AND REGULA710NS GOVERNWG THE MArERIALS AMD/OR � PREPARED FOR
METHODS OF INSTALLATION OF ANY IMPROVEMENTS DEPICTED f
oN rN�sP�AN. KENNETH STEADMAN
6) RESOURCE AREA DEUNEA710N PERFORMED BY RIMMER `'
PHOTO REPRODUCTION OF iHE ABOVE SEAL IS i
ENVIRONMENTAL CONSULTING, SEPT. 20, 2000 AND INDICA7IVE OF UNAU7HORIZED REPRODUCTION
WE7ZANOS & LAND MANAGEMENT, INC., ON MAY 24, 200�. OF THIS.PLAN AND IS TO BE CONSIDERF.D A .
COPIRIGHT INFRINGEMENT AND/OR FRAUD. 0 10 20 40 60 80 � �'Z�
ENFORCEMENT AUTHORITY SHALL NOT ACCEPT �+
PHOTO REPRODUCiION FOR ANY PURPOSE. F � � H V Z
. -
_ �
-. ___ ____ --
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_..�»___ . _ _ -___l.�
------- _ _.__ __ .____- ,
----- _ _ , I --
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