20 CONANT ST - BUILDING PERMIT APP �
�
��OS"" cr�`�1a
('he Connnonwtalth of Massachusetts
I� � G�FIVED CITYOF
� , :i� ; Board of Building Regulations and Sta sF,�L SEh��ICE$ SALEM
D �� / Massachusetts State Building C��e,�8�A f'R Revised.ilur 2011
Building Permit Application To Constmct, Repai'rh�eqpy�te�r D�mc�s��
� One-or Tivo-Fmnily DweIIJJI ���
^ This Section For O�cial Use Only
U � Dn A I�ede
� 6uilding PermitNumber: PP �
� . . � . . - . . �. .. -� �9_-�.� „r,�,i� : � � � �-1
� DuilJing Olticial(Print N.une). . . � _:��., Signature- '.. . � Date
� SECTION L•SITE INFOR��(ATIO�' '
I.I Property AJdress: 2o L�n.+nk S'F, L2 Assessoro blap&Pnrcel Numben
S,�Ic w, m`=1 0��170
I.l a Is this an accepted street?yes� no M1�ap Number Parce�Number
1.3 'Loning Information: SF� 1.4 Property Dlmenslons:
`Loning District Proposed Use Lol Ana(sy R) Frontage(It)
LS Building Setbacks(R)
Fronl Yard Side Yan1s Rear Yun1
Reyuined Provided Rayuired Provided Required ProviJnl
1.6 Wnter Supply:(M.G.L c.d0,§Sd) 1.7 Fload Zone Intormallon: !.8 Sewnge Disposnl System:
Zone: Ourside Flaod Zone? Municipal O On site disposni system �
Public� Privale❑ Check if esO
SECT[ONZ: PROPERTYO�VNERSHIP�`
2.1 Owner�of Record: ����� m yq p�`—�0
�llev� i"�C+'oet,��
�1me(Priny City.State.ZlP � 7
Zo Cor,a�E S� . GI"!. y29-bG3Z �//i� . r�r-tcc�;(� �of•-,q, r..t.,�-.�
N� ,N���R�� Telephone Email AdJresg
SECTION 3: DESCRIPT[ON OF PROPOSED'WORK3(check all that upply)
New Construction O Existing Building,� Owner-Occupied �[ Repairs(s) � Altention(s) ❑ Addition ❑
Demolition � ❑ ?�ccessory Bldg.❑ Number of Units_ Other ❑ Specify: -
Orinf Description of Proposed Work': Y'e -�um ��� �' ��" ���"^
rcp1� cs CSS�=u�t k � R'
SECTION a: EST[htATED COYSTRUCT[ON COSTS
Itcm Estimated Costs: Oftici•rl Use Only
Labur and Materials �� �
I. 13uildin; g (5 � I. Buildins Permit Fee:$ Indic�re ho�v fee is detennined:
❑Standard CitylTown Application Fea
. 2. Electrical � p Total Project Cost�(Rem 6)x multiplier x �
3. Plumbing 'S 2�Qther Fees: S !
-l.��Iccli�nical (HVAC) S - List: /(,s -
R�c.c 3 �sc���S(
5. \fechanic;d (Fire ,� �otal r\II Fees:3
Su rcssiun)
Check Yo._Check Amoturt: Cvh r\mounk_
G.Totsl I'roject Cust: 'S �� p(�(� ❑p;�id in Full ❑OutstanJing Dalance Due:
j�T�T Cp�T • lU� 1
� �
,
t I
SECTION 5: CONS'lRUCI'[ON SERVICES ,
5.1 Cuustructiun Supervisor License(CSL)
� - - � Liccnse Number Espimliun Uole- '�
Namn ol'CSL flolder � List CSL'fype(see below) � ��,
No.:md Street . TYPe '. . � , .�. . . Descriplion . . . � '..
U Unnsiricted�Ouildin s u -m 35,OU0 cu. IL �
R � Resvicted I&2 F:unil Dwellin '
City/1'uwn,Slate,ZIP M Naso �
� RC Rootin Cuverin �
WS WindowandSiJin �
' � - SF SuliJ Fuel Duming Appliunces �,
I lnsulation �
Tcic hona Email addrcse D Demolition
5.2 Registercd Home (mprovement Contractor(HIC) �$)'22Z 3 ,���
�nc�1 o r Co,-+�pc.�-+ �2s �,\� �!}»�h,ri',a �a�ie� fllC Registr�lion Number E.rpvulion Dare
� HIC Cump:my Namu or f11C Registmnt Name � ,
�14 �..�� ��-,...R pCp�� ����4nc:.f�.nr�C-pr_-,�av�i/fL�- . �D�'1
No.and Streel Email adJress
Swa�^^GS W }9- /'�l:� 014��7 7�'i�.�223.OF54s
Ci /To�vn State ZIP Tele hone
SECTION 6��VORKERS'COhIPENSAT[ON INSURAIVCE AEF(DAVIT(M.G,[:.c.152.§ 25C(�},
Workers Compensetion Insurance affidavit must be completed and submitted with this application. Fnilure to provide
this aRiduvit�vill result in the denial ofthe IsSuance of the building permit.
Signed Affidavit Attached7 Yes ..........iH No...........❑
, SECTION 7a:O�VNER AUTHORI2ATION:T0 BE COMPLETED W HEN� ',' :
O�VNER'S AGENT OR CONTRAC7'OR APPUE9 FOR BUILD[Nd PERNIIT'
I,ns Owner of the subject property,hereby authorize Ar��iYt b 0 Uc+���� � fi� �L v��'� - I�
t9 act on my behalf,in nll mntters relative to work authorized by this building permit application.
E� � � � ��oCc "� � _ 1O � G, .. 1S
Print O�mer's N.me(ElecWnio Signnlure) . Dale .
SECTION 7ti:OWNER�OR AUTt[ORIZED AGENT DECI.ARATION
Uy entering my name below, 1 hereby+attest under the pnins and penalties of pery'ury that all of the information
contained in this application is true und acwrate to the best of my knowledge und understanding.
Rn�b.-,i� �G�t�k�. Sr, /-Ta.-.�+�.s 'M�Gv�G�� iOlb � � l�
Print Qwner's ur AuUiorizcd Agent's Nn ne(Electrunic Si�mture) Dale
NOTES:
I. An Owner who ubtains a builJing permit to do his/har own work,or an owner who hires an unregistered contmcror
(not registered in lhe Home hnprovtment Contractor(FfIC)PrognmJ;will no have access to the nrbitmtion
progrnm or guaranty fund under bI.G.L.c. Id2A.Other impartant inFormation on the HIC Program can be found at
���vw m:is,eo�;'oca Informalion un the Constructiun Supervisor License can be found at�v���v.m:i;,.��o�:4h�s .
� 2. \Vhen substantial�vork is planned,proviJe the inCormation below:
'Potal floor area(sq. R.) `�_.(including garage, tinished basemendatlics,decks ur purch)
Gross living area(sy. ft.) - Habitable room munt
i lumb¢r oF Iireplaces . Numberof bedrooms �
Numbcr uf bathroums Number uf liall%baths
Type uf heating sys�em Numberof decks/porches
'fYpeufcuulingsystem Luclused� Open
7. "1'o�al Project Syuarc Fuuiage" m;�y be substituted I'ar"Putul Project CosP,
GENERAL NOTES AND MATERIAL SPECIFICATIONS
N0. DATE REVISIOi�S
ALL WORK SHALL CONFORM TO THE 8th EDITION OF THE COMMONWEALTH OF MASSACHUSETTS STATE BUILDING CODE.
ARCHITECTURAL ITEMS WALL FINISHES, WINDOWS, EXTERIOR FINISHES, INSULATION) BY OTHERS. 10" DI���IETER CONCRETE PIERS EXISTING STUD LEDGLR W/2 STAGGERE� ROWS OF Y"9�
� FLAIRED TO 18" AT EXTERIOR WALL ABO�E BOLTS �� 16" 0/C T�C�3-ELEV. ?0 BE
THE CONTRACTOR SHALL EXAMINE ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FO
R SUPPOIRTS - TYPOCAL U.�.O. SET IN FIELD-SEE NOTE BELOW `
IMENSIONS OF CHASES 1NSERTS OPENINGS SLEEVES, DEPRESSIONS AND OTHER SIUPSON ABA66-Z
VERIFICATION, LOCATION AND D , , � Z-��fAX FINISHED POST FASTEN TO NEVW E3t�. TV-EROUGH � EXISTING STUD
PROJECT REQUIREMENTS NOT SHOWN ON THE STRUCTURAL DRAWINGS. EQUAL f EQUAL f EQUA f ,
BASE OR EQUAL ` �CE1N SH�ATH�NG �D 12" 0 C-IYP. � WALL ABO�E
, � ,
. . � . � - � ,� _-_ : ,,
THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS IN THE FIELD & WITH THE ARCHITECTURAL i � � _ > . � i . � i .�. � - SLOPE TOWARDS � ' ' '- - -
I GS AND SHALL NOTIFY THE OWNER ENGINEER OF ANY DISCREPANCY BEFORE PROCEEDING WITH THE WORK. � � - -�- _ -t-- -� � i OUTER EDGE - JO�ST-S�E PLAN � �
DRAWN � �r �r � r r � r � r r �r �r , / j
EXISTING CONDITIONS SHOWN ARE NOT GUARANTEED. EXISTING WALL ' `- ' --' ` ' ALL AROUND
3- x8 P T. CO 11NU US �� i
� ... . . . � � . . � . . �. . . , . . . . . .� .. . . . . .. . . � . � �_ y' .. . ; . . . . . . .e . . `.` ,t I 1 a� 2 . . . .. . . . .. ..
�A PROX 5 LO G� � � �.�� i� . . , i./i✓�✓,c �i.✓i i � i � � � i i � ' „ , _<1
THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BRACING & SHORING UNTIL ALL STRUCTURAL WORK IS COMPLETE. B �� % �� � �� % ����
� a ` � � i` ,' ,l ;', �i EX/STlIVG FLOOR
S1 � P.T. �� ,� ,, >- I FRAM
.. O �, ., . lNG
- P 780 CMR 53.00: . . . . -�- D�
LOADING RESIDENTIAL CONSTRUCTION ER "�AINAGE A��D PLYIWJOD O �, �` ? ,> �. ,�� Z
LIVING AREA - 40 sf LIVE LOAD & 12 sf DEAD LOAD i Z � Z w ' ; � W/�7 E R P R O O F I N G I , <;� f L• (n
P P � Q � Q za " _� i , ] , t ; Ww p
SLEEPING ROOMS 30psf LIVE LOAD & 12psf DEAD LOAD Q � Q W � �, , D�SIGN�D BY OTHERS , � ,�'_ �
r _ t � W � v' a i ,� a �� :� J EX. FIELD STONE � � Z CO
ATTl., AREA 20psf LIVE LOAD & 12ps� DEAD LOAD � � � � � o " � O �
ROOF - DEAD LOAD = 15 sf � m — — — - - — — — � b o � . � � G�LV. ANCHOV� � ,•.' , � "� FOUNDA TION W,4LL O Q O r
_ P Z � � � � � � �: ,. 15 LON� Nd/3 BE�D ,�l>`.� � � � � 0
GROUND SNOW LOAD 50psf � o 0 0 � ; � : ? �- �
N PEED = 100m h ;
WI D S P � � � � � ` Z 4 . � �E.- ���� EQ�JALLY SP�CED � ° _>�_ � `' 0 x Q ,.
, I w c� o --
WO WO� , � � _a ; , ,� �
m ° • � . _- �'. "� � z m
FOUNDATION/FOOTING DESIGN IS BASED UPON AN ASSUMED SOIL BEARING PRESSURE OF 1T/SF (2000 PSF). ALL Q Q Q � ^
EXTERIOR FOUNDATION CONSTRUCTION SHALL BE CARRIED DOWN BELOW FINISHED EXTERIOR GRADE TO A MINIMUM 2x8 P.T. LEDG�R BOLTED - �
�
' " TED: BOTTOM ELEVATION OF FOOTING SHALL BE ADJUSTED IF W�2 STAGGERED ROWS OF •
� � �
DEPTH OF FOUR FEET (4 -0 ) UNLESS OTHERWISE NO � NOlE: I� ANCFCORIt�G IPJTO EXIST9NG FO�LDSTO�IE F'OUNDATION, PROVIDE �-'-� Q = � W
NECESSARY UPON THE APPROVAL OF THE S.E.R. T0 BEAR ON FIRM UNDISTURBED VIRGIN MATERIAL OR ENGINEERED Y2"0 BOLTS � 16 0/C y"� HVLII FVIY HY-70 EPDXY ANCHOF�S VWITH 4" MIN. EMBEDMENT. � � U 0- �
TO° & BOTTOM-TYP. • Z Q
COMPACTED FILL CAPABLE OF SUPPORTING A MINIMUM SOIL BEARING CAPACITY OF 1T/SF. IF LEDGE IS '
ENCOUNTERED, NOTIFY THE STRUCTURAL ENGINEER OF RECORD. '
SITE GRADING, INATERPROJFING/FLASHING ETC. D�SIGC�JED 6Y OTh1ERS � Q �
� . �. JL �� JL � JL JL JL JL JL ` JL JIL � � JL . . . . . . . . . . . . � .
. . . .. . . . . . . . . . � . � . . . . � . . � � . . � —.—-- -- . . . . . . . . . . . . . � . . � . . � . � . . . � � . � � � .� . � . .
, —=-- -- --------- A I C� CONCR�TE FI M
ALL CONCRETE WORK SHALL CONFORM TO THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI ___ _ ECT ON �,_,�,_� �,�E��.D EXISTII�G HOUSE CONNECTION
� " " " ACI 301 . EX. FOUNDA TION WALL S� SCALE: NONE
318-05) AND SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS ( ) A
CONCRETE IN FOUNDATIONS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. CONCRETE S�
FOR SLABS-ON-GRADE SHALL HAVE A MINIMUM 'COMPRESSIVE STRENGTH OF 40�0 PSI AT 28 DAYS. CONCRETE FOR � DOU�LE W/2 STAGGERED ROWS OF � j
ELEVATED SLABS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI AT 28 DAYS. ALL EXTERIOR NEW FIRST FLOOR JOISTS SHALL BE 2x8 P.T. � 16 0/C U.N.O. ON FRA��II�JG PLANS
��� BOLTS ��� 16" 0/C Td�B INTO Q
CONCRETE/FOUNDATION WALLS SHALL HAVE BETWEEN 4� TO 6% AIR ENTRAINMEINT AND 4" MAXIMUM SLUMP. NO � EXISTI�'� FR��II�G TO REMAIN """
PV20VIDE JOIST HAMGERS AT ALL FLUSH Ff�AMED LOCAT10h1S. DO P�OT U� 1� LQ J'� I°—
CONCRETE SHALL BE CAST IN WATER OR ON FROZEN GROUND. F�AI11.� I�J Hl1,►'��S UNLESS SPECIFICALLY FtEQUIRED BY SIMI'SON STRONG T1E. EXIST/NG STUD DOUBLE AT � EXISTING STUD `� �-- ',
W/ALL ABO l/E �JALL ABOVE � ' WALL ABO�E � w
r
ANCHOR BOLTS SHALL CONFORM TO A.S.T.M. A307 AND SHALL BE HOT DIPPED �GALVANIZED IF IN CONTACT WITH IF EXISII�G WALLS UP HAVE EXISTING PERI�METER BEAMS-�f�EY MUST BE ATTACHED TO � C�
/ � Q � �
P.T. WOOD OR EXPOSED TO THE WEATHER. THE DECK BEAM SUPPOE��ED BY THE NEN! FOOTINGS. NOTIFY McBRIE, LLC IF ADDITION�AL ` ` '' %% � � --��- - ,� �
D�TAILS ARE REQUIR�D. � / �1 (/) z
REINFORCING STEEL SHALL CONFORM TO THE FOLLOWING: / �
A ASTM 615 GRADE 60 FOR DEFORMED BARS F = 60,000 P.S.I. I NOTE IMFLL: SHIRNKAGE MAY OCCUR Ai' ,D�INT B�T�"lEEN NEVJ & EXIST9NG. 1NE `''" ""` � -=-�"a� " �3
� ) , � Y ) � -- -- --- - -___
CONTRACTOR rAAY SUBST�TUTE JOISTS V"11THi LVLs DF EQUIV. DEPTH T0 MINIMIZE AFFECT. ,��� � ,� � �`�� �^, ����{ ,1 :T � ; ' , � � �`_,, � � � � �
(B) WELDED WIRE FABRIC (WWF) REINFORCEMENT: ASTM A185 �c��a�c� x.?��pz��p�c�Jc�U�� ��Z�t��.���< <: , � ,. ,, � / =r i��7�� � c,
PARTIAL FO�INDATION & FIRST FLOOR FRAMING PLAN �`�—� �������,�;__ � �,��� �� � ,����—���,, ��> �` f�� ,�.,�„`' , 1 a ;< � <<��< Q z � �
K SHALL CONFORM TO THE LATEST NLMA STANDARDS USW(G: ,, , „ `���"�"��'�,�"'" �"���"� '� �"�"r > ` " > , � , ,��`�, � p
ALL CARPENTRY WOR � � , ' <° ' � < , � 4 � , � -
SPRUCE PINE FIR 2 KD, Fb = 870 psi (2x12) & E = 1.4 x 10�6 psi FOR DIIMENSION LUMBER SCALE: % = 1 -0 � � �_ ,�- c�"-.- z �';, :z` x 1 ' � � < � U (/7 a
. � �
� `� � ��`� � � ,� � � �, � „
- � � � ,1�� �_�" „'A� ., _ �_ � �; �- � � � �
Fb = 2,600 psi (12" deep beams) & E = L9 x 10�6 psi #or LVLs EX. FIELD STONE EXIST/NG FLOOR p
Fb = 2,900 psi (12° deep beams) & E = 2.0 x 10�6 psi for PSLs FOUN�?AT,'01V W,4LL Ff?AM/NG �,,� N
TJI JOISTS SHALL BE AS MANUFACTURED BY WEYERHAEUSER OR APPROVED E(QUAL �
NAI�ING PER TABLE 5602.3(1) OF THE MA STATE BUILDING CODE �ECTION� � NEW FLOOR FI�I�MING ��
THE CONTRACTOR SHALL REFER TO THE 2009 INTERNATIONAL RESIDENTIAL CODE AND THE PRESCRIPTIVE
S� SCALE: NONE �_
RESIDENTIAL WOOD DECK CONSTRUCTION GUIDE PUBLISHED BY THE AMERICAN FCJREST AN� PAPER ASSOCIATION FOR
THE DESIGN AND DETAILING OF ALL DECK RAILINGS. � , '
DRNlN BY: V^!H PC
ALL EXTERIOR SHEATHING SHALL BE APA RATED WITH APPROPRIATE SPAN RATIMIG FOR STUD SPACING AND SHALL ' -� "" - , CHK'D BY: PC
BE ��s OR GREATER. SHEATHING SHALL BE NAILED WITH 8d COMMON (0.131" � x 2Y" LONG) NAILS Q 6" ALONG � D/ATE: 09 `°L3 15
PANEL EDGES AND 12" AT INTERMEDIATE SUPPORTS: 16d (0.162" � x �" LON4G) MAY BE USED AS A SUBSTITUTE. :
SINKER NAILS AND WIRE NAILS MAY NOT BE USE0. a> oo �
U oo �
DOUBLE-UP JOISTS UNDER PARALLEL PARTITIONS UNLESS NOTED OTHERWISE. PROVIDE DOUBLE STUDS BELOW ALL o o w
� �
D O U B L E J O I S T S - T Y P I C A L U.N.O. a� �o �o �
d- � m
. . . . . . . � � . . . . .. . . . .. .. . � � cOCOU �
. . . . . . . � . . . . . . . . . . . . . . . . . � . . �� � � � � . �.
PROVIDE CONTINUOUS ROWS OF BRIDGING BETWEEN JOISTS. LOCATE BRIDGING A4T MIDSPAN OF JOISTS UP T0 16'-0" � � � �
�^ � X �
LONG, AND AT THIRD POINTS FOR JOISTS LONGER THAN 16'-0° - TYP. U.N.O. � �� � � � i
. . . . . . . . . . .. � . . . . . . . . . . . . . . � . � . � � . . .. • � �Ml �J Q � .
. . . . , � . . � . � . . � . . . . . .. . � .. . . . . . . . . . . . . . . .� � . �. . .. . . . . . .. . . ., . . . . . . . . . . . .. . . .. .. � � 'C�/J �.L� . j . . . .'.
�
SUBFLOOR SHALL BE %4' APA RATED SHEATHING OR STURD-1 FLOOR SUBFLOOR WITH THE APPROPRIATE SPAN Q ' '
RATING FOR JOISTS SPACING. THE SHEATHING SHALL BE GLUED WITH CONSTRUQCTION Af�HESIVE CONFORMING TO � M
, _
� N
I NAILS� � 12" 0 C ALONG PANEL ENDS - , � � �
- N A I L E D W I T H 8 D R N G
FG 01 OR ASTM D 3498 AND
CIFICATION A o I
APA SPE � �
AND INTERMEDIATE SUPPORTS. � � z � I � '
�
PROVIDE JOIST HANGERS AT ALL FLUSH FRAMING WITH NAILS PER 7HE MANUFACCTURERS RECOMMENDATIONS. DO '" � �o � ,
� � �
NOT USF 1Y2' LONG NAILS IN HANGERS UNLESS SPECIFICALLY REQUIRED BY THE. MANUFACTURER. ALL METAL ~ -� �"` > �
CONNECTORS/HANGERS SHALL BE AS INDICATED AS MANUFACTURED BY SIMPSODN STRONG-TIE OR APPROVED EQUAL ' H '
: CO c� o �
, : _ r '
LEGENL� / ABBREVIATIONS !
EL. = ELEVATION A6tEA OF � I
N�Vd WORK '�� "��
�
= . . . . . . . . . . . ._..__ _- . t/ V .
� . � � � . � � � S�CTI�N . . . . . . . . . . . . ��. � � � - . � � . . . . � . . � . . . � . . . � . . . , . � . NT�� L L �` . .
E IST. EEXISTINGTO REMAIN _ i ✓, ' ; ; ,��':
-
GALV. = GALVANIZED # � , � �; � ,
N.T.S. = NOT TO SCALE I _ I -- � 1�y < . � ��j , � f ` �
S.E.R = STRUCTURAL ENGINEER OF RECORD S� � � �, '
o.. �' '. �'�..
,iEET SECTlION IS SHOWN ON i �... , , ,� ✓°
SIM. = SIMILAR � c � . s�
S.P.F. = SPRUCE PINE FIR � I
OR SHEET SEECTION IS CUT ON II
�, G�:f��Rt�� �QTES,
S.S. = STAINLESS STEEL �
TOC = TOP OF CONCRETE
U.N.O. = UNLESS NOTED OTHERWISE � �C�"�CS, FR��I�J�a
_ i<EY PLAN f�l.F�b� & D�TAIL�
V.I.F. - VERIFY IN FIELD
I ,
6"
- (J9/��/ � � �
. F� E� � IT ISSIJE � �
CQNTRACTOR TO CONTACT McBt?IE, L�C AT 978-646-0097 FOR A "`�'`
' L F0?A�IING INSE'ECTION PRIOR TO INSU�mmAT10�FING INSTA�lED
N A ���.�.�,.,,���,�.,�.�,�,� ,.� . .
i
. _.,._ . __ _ _ _ _ _ . _ . I