14 HUBON ST - BPA-10-73 REPAIRS/REPLACE @ HUBON FOUND. ,a '; . i� . . ,\
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� -� The Commonwealth of Massachusetts
�i�
1 � �,� Department of Public Safety
^>-,�✓ .\lassachusrtt+tit.�tr Building Cudr(780 C:�iR)kcrnth Editiun
n I'�� y .�} City of Salem
��\J Buildin Permit A lication for an Buildin other than a 1-or 2-Famil Dwellin
(This Srctiun Fur Official Use Onlv)
13uilding Permit Numbrr. Date Applied: Building Inspector:
SECTION I: LOCATION (Please indicafe Blotk M and Lot M for locations for which a street address is not available)
��/ /�u6on Si— Sa �e,w. in � D/4 a`� ��o,,, 1�=�✓
Nu.and tilreet Cih� /T�nan Zip Code Name uf Building(ii applicablr)
SECTION 2:PROPOSED WORK
If Nrw Constructiun check hrre O ur check�ill thut apply in the two ruws beluw
Existing Building Repair Alteratiun ❑ Addition❑ Demulitiun O (Please fill out and submit Appendix 1)
Change of Use Change uf Occup.ncy B� Other ❑ Specify: '
Are building pinns and/or constructiun documents being supplied as part uf this permit application? Yes No O/
Is an Independent Structunl Engineering Peer Review required? Yrs ❑ Nu Cd' �
Brief Descriptiun uf Proposed Work: a �..�, i 't �,.,�- �
_ f
G n.aur � ��j
SEC710N 3:COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATION,ADDITTON,OR
CHANGE IN USE OR OCCUPANCY
Check here if an Existing Building Evaluation is enclosed(See 780 CMR 3402.0) ❑ '
Existing Use Group(s): Proposed Use Croup(s): �•
Existing Hazard Index 780 CMR 34: Proposed Hazard Index 780 CMR 34:�
SECTION 9:BUILDING HEIGHT AND AREA
Existing Proposed
� No.uf Floors/Stories(include basement levels)&Area Per Floor(sq. ft.) � �
Total Area(sq. ft.)and Total Height(ft.) �
SECi'ION 5:USE GROUP(Check as applicable)
A: Assembly A-1 � A-2r ❑ A-2nc❑ A-3 ❑ A-4❑ A_5❑ B: Businesa ❑ E: Educational ❑
F: Facto F-1 ❑ F2❑ H: Hi h Hazard - H-1 ❑ H-2❑ H3 ❑ H-4❑ H-5❑
I: Institutional I-I ❑ 1-2 ❑ I-3❑ I-4❑ M: Mercantile❑ R: Residential R-i❑ R-2❑ R-3❑ R-4 ❑
S: Storage S I ❑ S-2 O U: Utility O Spetial Use and please describe beluw:
Special Use:
SECTION 6:CONSTRUCTION 7YPE(Check as applicable)
IA ❑ IB ❑ � IIA ❑ 116 ❑ ❑IA ❑ ❑B � IV ❑ VA ❑ VB ❑
SECTION 7:SITE INFORMATION Irefer to 780 CMR 171.0 for details on each item)
Water Supply: 1 �Flood Zone Infomiation: Sewage Disposal: Trench Pertnit: Debris Removal:
Public fJ� Check il uuhidr Ruud Zune❑ Lidic.ite municiFal n trench will nnt 6e Licensrd Di.vpo.al tiite
Ih�i��,ite❑ ur indenti(��Zonr: • •ur un.ite<��>tem O reyuired �Tlftrench ur.�.ecih':
� � prrmit is enclu.rd ❑ ��
� Railroad riy�ht-of-w.�a/y: � Hazard5 to Air VavigdtiOn: \IA I li.liiri:c���innii..i��n u����i�•�� P���r,�..:
.\�ul :\pE,lieibli� L9' . I.titrudurc�cithin,iirf,��rt appn�,�rh arr,i:' h lhcir rrcir�c cnmpleti�d.'
ur C�nn.��nl t�� Rudd rncli�.cd O Yc.O nr.Vu�� 1'rs❑ \'i� Q�
SECTION 8:CONTENT OF CERTIFICATE OF OCCUPAiVCY �
[iiiti�m nl C��dr: l.�.e(�rnupl.l: T��pc ul C�m.trudiun: l)ccup,tnt I.��ad f�cr Plnun
I)��c.Ihcbuildin�roniain�antiE,rinklcrti��,tem?: tipccialtitif,ulatiom:
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SEC'CION 9: PROPERTY OWNER AUTHORIZATION
� Name anii Addre.s ul Pruperh�Owner � � � � � � .Dl��U
�blt�arn LL�' Ili� �� � n �
NamelPrint� Nu.andtitcet �it�'/Town Zip
�'n�prrtv lhvner C�mtact Inlurm.rii�m:
�1'e �'-'r�L,�� �, �L.-1�2�-- �-�Y—`8�-`�- � .`1�1�
T���� /✓lew��rTrlephunr Nu. �busine�s) Trlephune�1��. (celp r-mail address
I(aE�plicablr, the pruperh'o���nrr hereby auth�+rizes
Name Slreet Addrrss Citv/T�nvn Stote Zip
tu act��n the �n��rrh'o�cner's brhalf, in all malten relaticr to wurk authurized bv this buildin � �ermi[a ,�lication.
SECTION I0:CONSTRUCTION CONTROL IPlease fill out Appendix 2)
(II buiW in�is Iess Ihan 35,UIIU cu.fL of rndused s .ice and/ur nut under Grn.eruction Contrul then check here and ski Srcliun IU.I)
10.1 Re istered Professional Res onsible for Construction Control
Name(Registrant) Telephune No. e-mail addmss Registratiun Number
Street Address City/Town St.te Zip Discipline Expiratiun Date
101 General Contractor
Cumpany . e; � f i �i� t"i cU'iQ .�q '� �C� � I �36C�f�
V V-(
Namr uf Per�n�Respunsible fur Con�`��tiun icense No. and Type i�p�plicable�
�.' �
Str�et�A� res C.Jwnv�,.C.s�-�� City/i'own�,3e.w.l�f State ZipO/5'/S�
�����- �i�
Tele hone No.(business) Tele hone No.(cell) � e-mail address
SEC'CION 11:WORKERS'COMPENSATION INSURANCE AFFIDAVTI(M.G.L.c.152. 25C(61)
A Workers'Compensation Insurance Affidavit from the MA Department of Industrial Accidents must be completed and
submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit.
Is a si ned Affidavit submitted with this a lication? Yes 0 No ❑
- SECTION 12:CONSTRUCTiON COSTS AND PERMIT FEE
Item Estimated Costs:(Labor Total Construction Cost(from Item 6)_$ �� �0 �
and Materials) �
l. Building $ O"�'"� Building Permit Fee=Total Construction Cost x_(Insert here
2. Electrical 8 appropriate municipal factor)_$
3.Plumbing $
4. Mechanical (HVAC) $ Note:Minimum fee=$ (contact municipality)
5. Mechanical (Other) $ Enclose check payable to
6.Total Cust S .c�'0"� (contact municipality)nnd write check number here
SEC710N 13:SIGNATURE OF BUILDING PERMIT APPLICANT �
Bv entering my�nme beluw, I hrreby attest imder the pains and penalties ut perjury that all uf the inform.tion c��ntained in this
Iapplicolion is true and accunte to t e b - �my knuwlyd�;e and understandin}�.
��F �//,�� CCc� ,�I-���
Plea:c print nd.f�hn na � Tit�B �c1c,hune Vu. D,tle
�y� ��/1 .h�..�- �U�
tilrei�l :\ddre.s Citt�i �� ' St,ite �Zip
' ��J /S//e
. �tunicipal Inspedor[o fill out this section upon application approvaL• � �
\amr I)ate
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CI1Y OE S.�LE.`f, �L�SS.ICHL'SETTS
/+ Bl'IIDLYG DEP.IATIE�iT
i • � ' ���C� l'_O WA�}IQVGTON STREET. Y°F1.00A
. , 2�(Q� TFL (97� 7i5-9595
1 ( F.�x(97� 7iQ9&16
���FR1 FY DRISC0I1.�
�tAYOA '1�toaus ST.P�as
DIIIECCOI OF PC BCIC PIIOPERTY/8C QDLV G CO�L�(ISS10N Elt
�Vurken' Compensatlon (nsuranca AtTidavit: Duilden/Contncton/Electriclana/Plumberf
> i Bcant Intorm�tion PI s Prin e 1
V��Td lBwin�v�Or�aniniiorolnJw�duall: O� �C V� V�
AJdress• °J( l/i/Oo��W�'1 �1�.
City/Statc/Zip��L�lt- . IM� �Phone H: g7� '2Q� ��Z' (o
,\re you u employcr?CAeek the appropriate boa: Type of project(requlre�:
I.0 I am a cmploya witA 4. � 1�un a Qen�ral contrxwr�ud 1
cmployea(full and/or pan-cime).• have hircd the wbcantracmn 6. ❑Nnw conym�cdon
2.[1�1 am a sole proprietor or panneo- listed on�he attuhed eh� : L ❑Remakling
;hip�J hove no emplaycn Thae wbcontraewn hav� tl. �Ikmolition
workin for me in an ca xi �vorkm'comp.inaunuoe.
8 Y P �Y• 9. � Duilding nddition
�No warlcrn' comp.insuranca S. � We aro a wqwmtion and id 10.0 Elatrical rcpain or addi�iona
require�l.] OI�C�11 FIlVO i%CtCI!!tI tAEU
J,� 1 am a homcr�wner doing all work riyht of exemption per MGL ��•❑Plumbing rcpain a additioro
myself.[No worken'comp. c. 132.�1(4).anJ we have no 12.0 ItooC rep�in
insurance requircd.J t empbyee�.�No warYen' U.�Otha
comp. in�wnnce mquiied.J
•.1ny�pplicanl ilw chaYi boa/I muN alw fiU uul IM seclim bclar.�ho�rin�tlqit�ruhen'cpmpm�aGwi pulicy infurmylon
- '16.neuwnn wAo suhnit��n afllbvit indiain{ihry on Joiny dl work yd thm hin amide eonnocran muu�uhmil a nnr a1R�6rd indioiiiq wek
=('.Mirayo��hp cMck��i�Em muq anxhad an slditiuid�hee�showin�Jr�of Ay,u►.sonter.fon an0 iheM wahan'comy.puliry infpmouo�. -
/uM aa eiwpfoy�r rhat b providlnR worAen•romp�nraJon lniwraecs jur my tmp/uyen Bduw/i rht polley aeaJol r1Ar
. in/'ormu�ion. � i
� In,urrnce Company Vame: � � �,
Policy M ur Self•im. Lia.p: Expirrtion Date:
Job Sirc Addreu: Ciry/StatdZip:
,\tlrch a copy of tbe worlcen'comp�a�rtb�pollq dalantb�p�4�(aSowln�tlu pollry aumMr ind e:pintlo�dat�}
F'ailure to xcurc covenge as requircd unJer Section 2SA of�1GL e. I32 c�n lead to ihe impaition of criminsl�xnaltin of�
fine up ro 51,500.00 and/or one-ye�r impriaonment,aa well as civil penYltief in Urc form uf a STOP WORK URDER ard a fine
.�f up ea S'_50.00�Jay apainst ihe violaror. 13e advi+�til�hat a copy uf this�atcmem may be 1'urwarded to ihe OIYce of
Imnhga�iuru�if�he DIA for insurance coverugo n:riticaliun.
/do hereby err�i/' m��ir�he prrn und yanu/ilsr ujperJury ehai th�injpnna�low provided ubavr if rrwt und tunttt -
� �n•r i ir ' Uut � �l �� ��
Phune �i:� L 7 l `— � � `'— G�v y � - � �. . .
iO�ciu!use oaly. Do�w���riit in ihi.r uiau,ro bi ronrplered 6y crry oi rawn�,/JirruL � �
II
Ciry a�7uwn: _- -- PcrmiN.lteme N__. �
' hsuing.\Whurilrlcircleune): �� --�- ��---- ._..— �
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1. ISuarJ u(IIr�IIA 2. Ruildln�Dep�rtmen� ]. Cily/fown Clerlt a. flrctrical Iropecior 5. Plum6inq In+peetor
� 6.Othrr
lun��cl Pcnon: _ . . _. _.. Chant p:
NOTE: STAINLESS STEEL
EXISTING 7-STORY N OR TH R I VER � FASTNERS REQ'D FOR DOUBLE TOP PLATE
CMU BLOCK WnLL (iYP) ALL PT CONNECTION$. �
2'-0"t WIDE WOOD
FRnMED wn�L CRIPPLE STUDS @ 16" O.C.
1 FULL HEIGHT 2x8 PT STUD. HEADER PER PLAN
(SECURE TO CMU WITH SIX
EA. SP. 3/16"0 STAINLESS
PROPOSED 8' wiDE STEEL TAPCON SCREWS.
Su�iNG DOORS W/ MIN. 1 '-a' EMBEDMENT) (2) 2x8 PT JACK STUDS
PROPOSED 10' WIDE REMOVE BLOCKS ABOVE �3) 2z70 HEADERS
OVERHEAD DOOR 1 WINDOW AND FILL-IN W/
(2) ��"x9a' LVL'S & CONVENT�ONA� wOOD EXIST. CMU BLOCK WA�L. EXISTING CONCRETE
CUT CMU WALL TO FIT
(t) 2x70 HEADER , FRAMING. SLAB & FOUNDATION
OPENING. TYP BOTH—� WALL
� � � �1 EXISTING STEfL CONSTRUCT 2x SIDES
BEAMS ON �ALLY WALL WITH S� DOOR
� I co�uMn,s OPENING. USE TYPICAL DOORWAY FRAMING
1 � (3) 2x10 HEADER.
NOi TO SCALE
� � � �q DESIGN LOADS:
_ _ _ _ _ _ � _ _y— — — — — — — — — 1. THE COMM. OF MASSACHUSETTS BUILDING CODE. 7TH EDITION, WAS THE BASIS OF THIS DESIGN.
= G REMOVE ExiSi. 2. GROUND SNOW LOAD = 50 PSF.
�^� MASONRY WALL � 3. WIND DESIGN SPEED = 700 MPH
c � HOLD THIS SIDE 4. FLOOR LIVE LOAD = 50 PSF FOR OFFICE SPACE
� O OF EXIST. GARAGE
� Z DOOR OPENING. WOOD FRAMING:
i� � 1. ALL WOOD CONSTRUCTION SHALL CONFORM TO THE REQUIREMENFS OF THE NATIONAL DESIGN
w � SPECIFICATION FOR W00� CONSTRUCTION BY THE NATIONAL FOREST PRODUCTS ASSOCIATION AND
a �J LOCAL BUILDING CODES AND COMM. OF MASS. BUILDING CODE, 7TH EDITION, INCLUDING ALL
� (�1 CONNECTIONS.
� � 2. ALL WOOD MEMBERS SHALL BE SPRUCE PINE FIR # 2, AS A MINIMUM, WITH THE FOLLOWING
� � MINIMUM PROPERTIES: FB = 875 PSI, FV = 85 PSI, FC = 600 PSI AND E = 1,400,000 PSI. LVL
m MEMBERS: FB = 2850 PSI, FV = 285 PSI, E = 2,000,000 PSI. MUITIPLE MEMBERS SHALL BE
o NAILED OR BOLTED TOGETHER PER MANUFACTUERS RECOMMENDATIONS. MICRO-LAM IS AN
a ACCEPTABLE SUBSTITUTE FOR LVL.
� 3. EACH PIECE OF LUMBER SHALL BEAR A GRADE STAMP FROM THE GRAOING AGENCY
� RESPONSIBLE FOR THE SPECIES.
� 4. CONTINUITY IN FRAMING SHALL BE PROVIDED AT ALL BEARING POINTS IN ORDER TO TRANSFER
a " THE LOADS TO THE FOUNDATION OR OTHER FRA!AING. FULL DEPTH BLOCKING SHALL BE USED IN
N � � THE FLOOR FRAMING UNDER WOODS POSTS. TO PROVIDE FULL BEARING THROUGH FRAMING.
� � I S. ALL WOOD STUD BEARING WALLS SHALL HAVE THE FOLLOWfNG MININUM STRUCTURAL
� PROPERTIES: FB = 1350 PSI, FV = 75 PSI, FC = 825 PSI AND E = 7,400,000 PSI. BEARING
�-�, ya s.r,y WALL STUDS TO BE A MIN. 2X4 � 16". ALL STUDS TO BE BRACED IN WEAK DIRECTION BY GYP
a I I � ROBERT n� BOARD OR PLYWOOD: 1/2" PLYWOOD OR 5/8" GYP. BOARO.
H v' �
o � GRIFFIN y �
= PLAN VIEW u�sses e o Sca�e: $. COLLIAM, LLC
oSCALE: 3/76"=1' 90,(. �,� � 14 HUBON SiREET
n
SAIEM, MA
� M NIMUM HEADER SIZE IS SPEqFIED ABOVE. p Gfl�JO EOglOeC!%Ay GfOUP, LLC DOORWAY HEADERS FIC�U�2
CONTRACTOR TO BUILO-UP OR BLOCK HEADER (�, �'3, � Bev�rfy, Massachusetts I
' � TO MATCH EXIST. CMU BLOCK THICKNESS. 976-927-5111 i
a APRIL 13, 2010 S — � ,
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` � NOTE: STAINL•ESS�StEEL
EXISTING 7-STORY NORTH RIVER _ FASTNERS REQ�D FOR DOUBLE TOP PLATE
cMu B�oCK WALL (TYP) ALL PT CONNECTIONS. �
2'-0"t WIDE WOOD
FRAMED WaLL CRIPPLE STUDS @ 16" O.C.
1 FULL HEIGHT 2x8 PT STUD. HEADER PER PLAN
(SECURE TO CMU WITH SIX
EA. SP. 3/16"0 STAINLESS
PROPOSED 8' WIDE STEEL TAPCON SCREWS.
SUDWG DOORS W/ MIN. 14" EMBEDMENT) (2) 2x8 PT JACK STUDS
PROPOSED t0' WIDE REMOVE BLOCKS ABOVE �3) 2xt0 HEADERS '
OVERHEAD DOOR WINDOW AND FILL-IN W/
(2) 1�"x9a' LVL'S & � CONVENT�ONAI WOOD EXIST. CMU BLOCK WALL. EXISTING CONCRETE
(t) 2xt0 HEnDER � FRaMiNG. CUT CMU WALL TO FIT SLAB & FOUNDATION
� OPENING. TYP BOTH�� WALL
SIDES
� � � II EXISTING STEEL CONSTRUCT 2x .
BEAMS ON �ALLY WALL WITH 5' DOOR
I I co�uMNs OPENING. USE TYPICAL DOORWAY FRAMING
1 I (3) 2x10 HEADER.
NOT TO SCALE
� J � DESIGN LOADS:
�' _ _ _ __I__ _ - - - - - - - 1. THE COMM. OF MASSACHUSETTS BUILDING CODE, 7TH EDITION. WAS THE BASIS OF THIS DESIGN.
= 2. GROUND SNOW LOAD = 50 PSF.
� C REMOVE EXIST,
� � HOLD THiS SIDE MASONRY WALL 3. WIND DESIGN SPEED = 100 MPH
°'c� 4. FLOOR LIVE LOAD = 50 PSF FOR OFFICE SPACE
W O OF ExIST. GARAGE
� Z DOOR OPENING. WO00 FRAMING:
� � 1. ALI. WOOD CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE NATIONAL DESIGN
� � SPECIFICATION FOR WOOD CONSTRUCTION BY THE NATIONAL FOREST PRODUCTS ASSOCIATION AND
'a � LOCAL BUILDING COOES AND COMM. OF MASS. BUILDING CODE, 7TH EDITIOIJ, INCLUDING ALL
� � CONNECTIONS.
� (r1 2. ALL WOOD MEMBERS SHALL BE SPRUCE PINE FIR // 2, AS A MINIMUM, WITH THE FOLLOWING
¢ � MINIMUM PROPERTIES: FB = 875 PSI, FV = 85 PSI, FC = 600 PSI AND E = 1,400,000 PSI. LVL
m _ _ _ ' MEMBERS: FB = 2850 PSI, FV = 285 PSI, E = 2,000,000 PSI. MUITIPLE MEMBERS SHALL BE
o - NAILED OR BOLTED TOGETHER PER MANUFACTUERS RECOMMENDATIONS. MICRO-LAM IS AN
a ' ACCEPTABLE SUBSTITUTE FOR LVL.
� 3. EACH PIECE OF LUMBER SHALL BEAR A GRADE STAMP FROM THE GRADING AGENCY
� RESPONSIBLE FOR THE SPECIES.
< 4. CONTINUITY IN FRAMING SHAIL BE PROVIDED AT A�l BEARING POINTS IN ORDER TO TRANSFER
3 THE LOADS TO THE FOUNDATION OR OTHER FRAMING. FULL DEPTH BLOCKING SHALL BE USED IN
� � � THE FLOOR FRAMING UNDER WOODS POSTS. TO PROVIDE FULL BEARING THROUGH FRAMING.
m I I 5. ALL WOOD STUD BEARING WALLS SHALL HAVE THE FOLLOWING MININUM STRUCTURAL
= PROPERTIES: FB = 1350 PSI, FV = 75 PSI, FC = 825 PSI ANO E = 1,400,000 PSI. BEARING
2 y� SJ',9 WALI STUDS TO BE A MIN. 2X4 � 16". ALL STUDS TO BE BRACEO IN WEAK DIRECTION BY GYP
3 I � � ROBERr nN BOARD OR PLYW000: 7/2" PLYWOOD OR 5/8" GYP. BOARD.
H ,r,
c o GRI�FIN �
= PLAN VIEW � CIVIL y Sca�e: COLLIAM, LLC
_ #36686 Q Q $'
� SCALE: 3/76"=7' 9o,r �. �� 14 HUBON SIREET
a SAIEM, MA
a
`� NOTE:
LL MINIMUM HEADER SIZE IS SPECIFIEO ABOVE. 0 Griffin Engineering Group, LLC DOORWAY HEADERS Figure
� CONTRACTOR TO BUILO-UP OR BLOCK HEADER - (�, �3• � Be�rly, Massochusetts
� TO MATCH EXIST. CMU BLOCK THICKNESS. 97B-927 5111
�, APRIL 13, 2010 S — �
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