28 TREMONT ST - BUILDING INSPECTION (3) . . �Z� �z �D�O (��
�'t�- i � - I b q g � ��ivEo
IN�P� , �
;�,,,DDD,,, The Commonwealth of Massachusetts
; � ^yY - Department of Public SaEety " ��� �CT '1(� A � ({ .�
��� Massachusetts St�te Building Code(7S0 CMR)
Quilding Permit Applica[ion for any Building other than a One-or Two-Family Dwelling
(This Section For Official Use Only)
8uilding Permit Number: D'aM r�pplied: � �BiWding OFficiah �
SECTION 1:LOCATION(Please indicate Block#and Lot k for IocaHons for which a skeet addr e
� TeE'.o�v.�' s/ s,Qi� o/�a ,v/.n
No.and Strcet City/Town Zip Code . Nan e of Building(if applicable) �
SLCTION 2•PROPOSED WORK '
Edition of MA S[ate Code used_ If New Construction check here O or check all that apply in the hvo rows bclow
Esisting Building❑ Repair❑ Altcration ❑ Addi[ion 0� Demolition � (Pleasc fill ou[and submit Appendix 1)
Chmigc of Use ❑ Ch��nge of Occupancy , ❑ Other ❑ Specify:
Are building plans and/or ronstruction documents being.supplicd as part of this permit applica[ion? Yes ��No ❑
Is an Independent Structurat�Engineering Pcer 2evicw reyuired? Yes ❑ Nu ��
Brief Description of Proposed Work: �!/7LQ SfiE� 1�A2JbsEYC Fh"�'J RIqLD —O,�? �47
�7�OmR-Ds#7�E Is7�A7vi �� �"dYAt Ov� 3�� !%Lo1�G .� � .f�N I�.zF�
SECTION 3:COMPLETE THIS SECTION[F EXISTING BUILDING UNDERGOING 2ENOVAT[ON,ADDIT[ON,OR
. CHAIYGE IN USE OR OCCUPANCY � �
Check here if an Existing Building Investigation and Evaluation is enclosed(See 780 CbIR 34) ❑
Existing Use Group(s): Proposed Use Cmup(s):
� SECTION 4: BUILDWG HEIGHT AND AREA
� Existing Propueed
� No.of Fluors/Storics(include basement Ievels)&Area Per Floor(sq, ft.) �yyg
Totnl Area(sy.ft.)and Tut�l Height(ft.) y992- a�'
SECTION 5:USE GROUP(Check as applicable) . � � �
A: Assembly A-L ❑ A-2❑ Nightclub ❑ A-3 ❑ A-1❑ r\-5❑ B: 6usiness ❑ E: Educationa( ❑
� �: Facto F-L ❑ F2❑ H: Hi h Hazud H-1 ❑ H-2❑ H-3 ❑ H-d❑ H-5❑
� L• Institu6onal f-t ❑ I-2❑ [-3❑ I-4❑ hh Mercantile❑ R: Residential R-1❑ R-2❑ R-3❑ R-k❑
S: Storage S-L ❑ S2❑ U: Utility❑ Special Use O and please describe beluw:
. Specinl Use.
� SECTION 6:CONST2UCTION TYPE(Check as applicable)
� IA ❑ I6 ❑ IIA ❑ ❑6 ❑ IIIe\ ❑ ❑IB ❑ NO VA ❑ V6 ❑
SECTfON 7:SITE INFORMATION(refer to 780 CMR 1llA for details on each item)
6Vater Supply: Plood Zone Information: Sewage Disposal:
'Crench Permit: Debris Removal:
Public❑ Check if outside Fluod Zune❑ Indicatc municipal❑ A trench will nut be Licenseal Dispusal Site�
reyuired O ar trench or specify:
Privatc❑ ur indcntify Zone: or on si[e rystcm❑ ��miit is enclosed ❑
Railruad right-of-way: Flazuds to Air Navigation: ��I �I h,tr ri�C,�n,nu,s��i�It,.� � i'�oc�•,.c.
. . . _.... ..........--
Not Applicablc❑ Is Structure within airpor[approach ama? Is thcir review completed?
or Consent[u Build endosed ❑ Ycs O ur No❑ Ycs❑ No ❑
SECiION 8:CONfENT OF CERTIFICA'CE OF OCCUPANCY
EJition of Cudc Use Croup(s): Type of Contitruction:__ Occupant Load per Floor:
DuesthebuildingconY,�inanS�rinklerSystem7: Specinl5tipiJ�rtions:
�r��o �1 Q .u - �o�2$
. .
�
��rt^i�t'7�"A SECTION 9: PIiOPGR"I'Y OWNER AUrHORIZATION � � �'
Nanie�anel�Addre.ss'qf�Prbp�rtyOwner �� � �.
€..9/o/is✓ , ,..� .�1 11 JYT S� c��+yPjy/
__�iia�DG�1 d 3' 72E� tA1A O/97�
����p�i�) u� ��� ���� No.andStreet City/Town Z�P
Property Owner ontact Infonnati�n:
4
T" �;=3t :Telephone No. (business) "Pelephone No. (c�ll) � e-mail address �,
�� pplicable, 'the�property�oJrJne�hcreby au[horizes � �
J�cs+��a � IUti�g /o0�n-� sr 5��� �� or57d —
Nime StreetAddress City/Town State Zip
ro uct on the ro er owner's behalf, in aLl matters relativc to wurk authurized 6 this buildin ermi[. licntion.
� � � � SECTION lO:LONSTRUCT[ON�CONTROL(Please fill out�Appendix,2)�.• - � � � . .� .
If buildin �is less than 35;0(�cu.ft.uf enclosed s ace and dr not under Cons[ruction Controf then checkhere�and 3ki Sectiort t0.1
101 Re istered�Professional 2es onsible for Constnictiort.Control �� � � � � �
Name(Registrant) Telephone Nu. e-mail.iddress Registration Numbcr
Street Address City/Town State Zip Discipline Expiration Dnte
10.2 Ge{neral Contracto�� y � � � � - � �� �
�/ �/J!n � I.�UH/'/ff � - _ . �
Comp�ny IVame /� /
��/GJ/i�7 /Z/- L._vilN� �.$ ' (�����0 �
Name of Pcrson Responsible for Construction License No. und Type if Applicable
�� �ii.GLy s-e ��- �.�Pz� �� �/97a �
Strcet Address City/Tu�m , St�te Zip
°I7g-� 2,5�/V _-_ /'CLf/iicOiiv�f� C'DH-1C/Fs��N�
_--�,
Tcic hane No. business Tcic hone No. ccll e-mail address
� SECTION 11:�\'OFKERS'C:ObIPI:�`ii1"PION INSUR:�NC.87�PF7DAVff M.G.ti.c.152. 2SC 6 . .
A Workers'Compensation Insurance Affidavit from the MA Deparhnent of[ndustri:il Accidents must be completed mi1
submitted with this application. Failure to provii{e this affidavit will result in the denial uf the issu�nce of the building permi[.
� Is a si ned Affidavi[submitted with this a lication? Yes O No O
�� - . � �. � SECT[ON 12:CONSTRUCTION COSTS AND PERMIT FEE �-� � � � -
Item Estima[ed Costs:(Labor .
and btatcrials) Tu[.1 Construction Cost(from[[c�n 6)_$
L 8uilding 5 '�D !!rD gii�i{(ng Pcrmit Fce=Total Construction Cost x_(L�sert here
� 2. Electric.I $ �f-, d� appropriate municipal f.ctor)_$
3. Plumbing � $ /�Sd�
-k. bfechanicnl (HVAC) $ �1ote: ��linimum fee=$ (mntact municipalitY)
5. Yfechanical Other � Encluse ch�Yk � �ble to
P�Y�
G.Total Cos[ 3 .t f6� �� (contact municipa(ityj and write check nwnber here
� SECTION 13:SIGNATURE OF 6U[LDING PERhiTT APPLICANT �
By en[ering my name below, I hereby attes[und e-pai�s and penalties of perjury [ha[all of the infonnation contained in this
applic tion is tme:vid accurate/to the best �muwled�e and widerstanding.
� `l9�-74�/- 2£r.J I� 4 y
L�2/U M vn �1
PI/Q print yyid sig���n� � �i f/4 Title '�Tclep�o����s Date
f�vil�i '`�
Slrcet Addmss City/Town St:�te Zip , __,
Municipal(nspector to fill out this section upon application approvaL• ��++�»'� �i�'^" " "//� 1 � .
Name DuM
��, CITY OF SALEM, MA.SSACHUSETTS
,�
s<S� �Et; BUILDING DEPARTMENI'
�x� 120 WASHINGTONSTREET,3"DFLOOR
�*'� T�L. (978)745-9595
FA3c(978)740-9846
KIMBERLEY DRISCOLL
MAYOR 'IY3oMns ST.I'�xxE
DIRECi'OR OF PUBLIC PROPERTY/BLJILDING CONA�IISSIONER
Construction Debris Disposal Affidavit
(required for all demolition and renovation work)
In accordance with the sixth edition of the State Building Code, 780 CMR, Section 111.5 Debris,
and the provisions of MGL c40, S 54; Building Permit # is issued with the
condition that the debris resulting from this work shall be disposed of in a properly licensed
waste deposit facility as defined by MGL c 111, S 150A.
The debris will be transported by:
l' rj� .�u.aoi�o. ���sudY�cf'tiir
(name of hauler)
The debris will be disposed of in:
/�/v�rii�sio,G LG��s � � .
(name of facility)
�.�.�� c C a�� !.c-i7 S o Jt f�
(address of facility)
ignature o applicant
. '—°�Ty
� Date
;�T° C["I'Y OF S.�LE.�i, l�L-15S:1CHl:SETI'S
i BL'1LOL�G DEP.�R7'�(E.`T
3 � • '���� I?O U7.��H4�I[:TON 5T'I1EET, 3�'F1.00R
'. �"'� 'I�L (978) 745-9595
F.i.e(978) 7�10-98-f6
}U��gFRI FY DR]SCOLL
� aviAYOR . Trtonc►sST.PtFxxs
DIRECTOR OF PL'�LIC PROPEATY/BCII.DING CO\L�IISSIONER
�yurkcrs' Compensation Insurunce ,�mdavit: Duildcrs/Contractors/ElectrlcfanslPlumbero
Aiiplicant Infnrmatinn Plcase Prinf LeeiblY
V;II11Cll3usin¢ssOrganiraliom'InJividual): /�G�/GiiJ l%1 L�vrt��
r'�(1f1fL`a5: �/1 �!//'�/r9d-� S/�
Ciry/Statc/Zip: i�.� /�A di9�v Phone If: Ci9B—��/Y�y�ie —
Arc ynu un cmplayerP Chcck�he rppropriate baY: Type of proJect(rcqulrcd):
I.� I�m a cm lo er with 4• ❑ �:�m a gcacml cantmetor anJ 1 '
P Y � 6. ❑Ncn cunyWction
emplo eea(full anJ/or paR-time).• have hired�he sub�contracwra
� 2 am a sole propric�or ar p�utncr-
li�ied on ihe atrachcd+heet. _ �� ❑Remodeling
.hip and hove no cmploycee These sub-contr�cwrs havc 8. �]nemolition
wurking 7i�r me in any capaciry. workers'camp. insuianoe. I. ❑ QuilJing�dJitiun
(Yo workcn'comp. insuronce � S. 0 We arc a earporation ond iu �0.�Elccrrical rcpairs or additions
rcqwrcd.) oificcrs hovo ezurciscd thclr
J.Q i nm o homcuwncr duing oll wurk riyh[of'ezrmplion p:r MCG I LQ Plumbing rcpuirs or additions
myself. (\o�vorkcry'cump. c. 152, §1(4).and we have no 12.Q Rool'repaire
in�urance reyuired.J � ampluyeee. �No worlccra' II.Q O�hor
cump. insurance rcyuin:J.)
�nny upplic:un du�.�h�ck�huv/I mw�alsn fill aW O+n�cniva bclow ihowiny thrir arodan'compenaadun puliry infinmatlon.
�I lomcuwn.t+n�Ao aubmi�ihis aiA�hvi�inJicaifng ihry m JoinH�II woh and thcn hire uutlidecommctaa mml mhmil o new a�7ldarit indiutiny ruch.
�c'��mr.�.wo�Au�chak thi�Eu<miul muand an aJJi�iu�l aAm�.AuwinQ�hc namc of tM abavnlnnon anJ thcir wnAea'mmp.pulicy fnfurmmion.
/uur un rwpluyer�hut h pruvldlnx ivorkert'romprnradun inru�uucejoi my unpluyers Be/ury Is�Ge pollry m�dfub rlla
iujormatinn.
Inwrane¢(:umpany Vome: —.-'---
Nulicy i!ur SrlGiim. Lic.d: __._ Enpiration Dute: �
lub Si�e Adi4cr's: Ciry/St�tc/2ip:
,�It�e6 •r cnpy uf lhe irorlten'compens•rtlon pulky doct�rndan paKQ(showing the pulicy num6er nnd explradon dato).
f'�iluru W scrurc coveruge;u rcquireJ unJur Scclian?S.�uf��fGC e. I32 can IeaJ io Ihe imposition oferiminal pen•rlties of a
rine up w SI,500.00 und/or unaytar imprisonmcnt,as wcll ay civil pcn�lli�s in lhu fortn uf a 5TOP WORK URDER anJ u lina
af up co 5��0.00 a Jay�gainst dit viulator. 13e nJviscJ thot a cnpy of ihis stalcmcnl may Iw furw�rJcJ to ihe Otlic¢of
hivrs�ig�iiuns ul'ihc DIA for insurancc cuvcragc vcrilic�liun. -
/do/mrrb i uuJ¢i U�r pu/nt i m/� .r u�prr%uryl6ul d�e infurniu!/on pruridiJ uGuva is Irue om/coirrrt
Si•m 1):u�� /d Z-�! �`�
Nn�,,,r i: ���-r �z8-ra —
.. O%/ie'iu!uae unly. Oo n✓/i✓ri�t ii�lhi.c orr�, m be cu�nylerad by rity or ioivn n/Jlriul
. �
Ciryn�'fuvn: - - _-- Nermit/(Jccneep-------. ._---. . .--- � .
I.�suinK,lmhurily(circic unc): I
. I. Bu�rJ uf Ile�lih 2. Duildinq Ocparuncut .i.fi�ylfunn Clerk J. F.Iectriul Inspccfur 5. Piniabing Inxp.uur I
G. O�hcr
�� Cu��l�cl I'cnnn:..___ ...'-__._ Phonc ;7: �
. —..__.'_-_'—._'—___"—._.._,_—___._—_...__:__:—__._—�_:_..:..:.�.=�=-�1
�.
�
AL �-.Y�� �� � ,�T �X�o ��"�c .�rr.� :.
8 W�1��-�P�w��- C=x�sr 5ruo vv�ILG ,c�►.►�.,� T°,,,-�
� � ,D��5 5„�.r���,v�r� fc�9�� �o,�
� /� / ��� ��/ 5'c�E►^/s /^� �ien(1as �f 3 a� <G�' o c ,
�L,a 5pi.�cc� ,q�- ���s� C�'�
. Q 2 ��o. Jo,,�
f� c
. / S
T Ca T
' ����. e�oisi�f��.cs'9� E14=�/
. �
`_ _ _,Sin. - J Ln nc ;
-
--- - - - - ,,.
i ,, - - - ..
--- -__ ---- --
�- '`/.a r-g °'v�1���3' , � s'r� ��`�'�
/ w���QLaN �aoR �ErvS
r _ 2 0 ,�oa2�p .ar �A � y✓a��
1
f�p' 2- ��C/Q �'D��
� , 8. g��M
� DN -
Mw___' - �
\ �
\ �
HIGHTRAfLING N
10' 12'-4„
�r. �x�2 5�,,���5 2-�r 2xia ��� �a� �
C¢ j�TAl ) r��'/f �aN�s�T�
F��sFes d.�r,� �c',ad5. �2 "vt�dQb aQ-9/L w��/ �/" 2x 6 Td� �
2% �,X ¢!o „x� 'o " r/fi�/ Be�' /L9�G . h.n�tc��c—Q5 ►�,�r,� M.aw�rc�y
Cdiv%t��C ,�jTAgQ AD Q�l �GE4g 5 c�� -< Co oS�l�' ��F�L
� ,� 6F �Q A� �,� . 8� �� yA� ��a��.� Pr �r5
.
� � 5i-a� � � �E�� �,����.
� . �%��qiy,,Ut-, �q, 2�Ra osED DE�'�
- , � � e �� �.�r.
� `�� =/-O � SA EM, '�lf} .
I � �'I,A\ Sh/ /
__� � � �
� �� �
W �
� � aV� ��
� � � �� � � �� �
�� �. � � J � ���
o � �� � k � .�
o � � �� w ��
�Q M� � �Q� � � d y
~ �' �!i �� a ���,� ���
N V� �v' ���.� �i
� �` Q � Q ��
( I `��,I'J �
. �'
�` ;
� O
� „ g` �' k 7 � � � � "
� ; .
� ��`� � o I � � �
�➢
� o � oQ � ��� � � � �
� o o ��W� � \� eC`
zam�, N � ,, � �3� � I �
� U �
„6-,L ,8
. /��
�
`�%
I �V� \ ' P�
' ��� �-
� � �
2 � �
�� � � .
� 3��
� �'� �
� � _
� i r
• � ��
- -- --- ', '
,,, ', I----- - ----- ---- I ��
i
,,, '� •• ��. �,. "i�,` I j I , , . �. -
'` •1� �,� I I
�' ,.� �.:�'. '� �
LI I • . �.�•�� ��� �• �
� ,i Y� �,� � � . // �III'I I III�II� I'III�II •
�,. I ,L{�� /��/ /�) / '�/I� � � I
� ..�; ;���.�1� • � �I:�II.II' ���������_ __ j._�������� ��������
�`�;�„aJ' , . . � � •I!I�IIIIII,I�II�:�1i���■���i
1�,.r, C . ,/%,, ,II'i,�r�� ,n,�,
' ��li �
� � �� ���
i�i�i�, � ■t� l I, i�'� I , n i �--- � � ,
� _�� � � �1■ , I i � .
— —, ! , �, � � I ,. ■ �
1 � i � II�� � I ,,: , I � � �
� � � i��� i ! I � i �
� ' I ; 'I .�:I�� I ; . �
_�I 1_ ,: _ --,�II� I. �
� .,_ , ,. ;;.. � . � � u, ,
�, _ _ � . , � .. �
1 � ' 1 II��II� � � , , ��i ., + + .
1 ! �.I� 1 �IIII
-�•_�_ ���
: -
• • � • � , '
,� ,
. ' - � � • � � � �
' � .
� .
� , ,
, . -
�� "
. , � s ,
'� / `� ' . —
. . i � �, r� �
_ � _ —,
, . .
. � �.
. •
i � � •
l���� .DE�� `'� ^ (
� , . s�y ��.,,`�'`r� i .
� J
General Notes:
1 . Construction shall conform to the requirements of the latest Mass. State
Building Code and all other applicable state and local code requirements.
2. Specified ultimate compressive strength of concrete shall be a minimum of
4000 psi at 28 days. Concrete shail have a slump of 4" a water cement ratio
of 0.40 and have 6% air entraining.
3. Reinforcing steel shall have a minimum yield strength of 60.000 psi
conforming to ASTM A615, Grade 60. Epoxy coated rebar shall be used in
structures subject to salt spray.
� 4. All existing dimensions, conditions and elevations shall be verified by the
� contractor.
� 5. Contractor is responsible for temporary bracing and support during demolition
and new framing erection.
� 6. Contractor shall field verify all dimensions and elevations prior to placing
� � concrete.
7. All wood framing shall be 960 psi fiber strength in bending.
''� � 8. All framing shall be free from large knots, cracks or other structural defects.
v � 9. Structural timbers, caps, stringers, bracing, blocking and decking shall be
�� pressure treated southern yellow pine, No. 2 dense or better, surfaced to
nominal dimensions on the drawings.
10.A11 hardware shall be ASTM A36, hot dipped galvanized in accordance with
ASTM A153.
11. I-Joist sections shall be as manufactured by the Boise Cascade Corp. or an
Engineer approved equal.
12.A11 roof sheathing shall be 4' x 8' sheets of 5/8" CDX plywood and shall be
nailed with 8D common nails at 6" o.c. along all edges and 8" o.c. throughout
the remainder of the sheet.
13. In addition to code required nailing rafters in areas with cathedral ceilings
shall be tied to structural ridge members with an LSU sloped hanger as
manufactured by Simpson Strong-Tie Co. or an engineer approved equal.
14. In addition to code required nailing rafters shall be tied to the exterior wall
double plates with Model H2.5 hurricane anchors as manufactured by
Simpson Strong-Tie Co. or an engineer approved equal.
15.Micro-Lam beams, designated as LVL's on design drawings, shall be 2.OE
sections with an allowable bending stress of 3100 psi, as manufactured by _ .
the Boise Cascade Corp. or an Engineer approved equal.
16.Micro-Lam heams shali be connected together as follows: 2 ply members- 3
per row of 2 7/8" Fastenmaster HeadLok heavy duty wood screws at 24" o.c.
from each side. 3 ply members- 3 per row of 5" Fastenmaster HeadLok heavy
duty wood screws at 24" o.c. from each side.
17.Formwork for new foundations shall be Bigfoot Footing Forms as manufactured
by tems Inc. of Nova Scotia, Canada. SonoTubes shall be as
m onoco Sonotubes of South Carolina, U.S.A. unless spec�ed
w. �
�
t�a �
3 �o\
� BFortin
�� �„8� .
28 TREMONT ST. SALEM REALTY TRUST PERMIT SET ' �` '`��
J�•i
2'8 TREMONT STREET, SALEM, MA ; �• �''�=:;` `;
•os�•._� _
ARCHITECT
DRAWING LIST : � MA °LySENC` . :
BRIGITTE FORTIN DESIGN, INC. � �g8�a R��,s,o 3 ��a�fry�FMpSS:.
10 GLENDALE ROAD r�.� TITLE PAGE �o-�o-„ .
AI.1 PROPOSED FIR9T PLOOR PLAN 10-]0-11 .
MARBLEHEAD, MA 01945 ,a�.� PrxoPoseo �r+o PLOOR io-�o-i� .
AI.3 F'ROP09ED 3RD PLOOR PLAN 10-]0-11 .
A].I RIGHT 91DE EIEVATION 10-30-I� .
E].3 REAR ELEVATION 10-]O-I� .
GENERAL NOTES AND MATERIAL SPECIFICATIONS «GENO .n�.3 LEPT 91DE ELEVATION io-so-i� .
']%' J019T, RAPTER. HIP. OR VALLCY A].� PRONT ELEVATION 10-30-I� .
ALL WORK 9NA�L CONFORM TO THE LATE9T MASS. STAT2 BIqLpNG COO! DWBLE J019T A3.1 BUILDING 9ECTION 10-ZO-1� .
ANO ALL OTNlR APPL�CAp�E 9TATE AHD LOCAL COOE RE019REMENT9.
A3.] CUILDING 9lCTION 10-]0-11 .
e��OR d1Al.l Vl11/1' ALL C0101110N0 AND O�lNB011!p T! RiD -'-'�'- BEwM
�.� �� � �� � A3.3 BWLDING 9ECTION t0-30-N
INTERIOR IOAO BEARING WA�L 9�.1 3Rr rLOOR �RAMING PLAN 10-30-I� .
TH! CONTRACTOR 9HALL PROVIOC ALL NECES9ART BRACING AND 9MORING
UNTL ALL SiRUCiORAL WORK 19 COtlPLETl. 0 3-V]' 9TL LALLY COLUMN 91.7 ROOP �RAI'tING PLAN 10-�O-N .
�OApHG - MA89 BUILOING COOE. BTH�EOITION UNLES9 OTNERIIp9E HOT20 F
t3) ].t WD P09T V1
IIVING AREA - 10ppp1p JLIVE LOAD AND I]y�f DEAO LOAD ° UNLE99 OTNERu1i9E NOtEO
ROOF�- OEA� LOAD -j5p��OAD AND flql DlAD LOAO J
E"�
SNOW LOAD - �OW
ALL GARPENTRT WORK SHALL CONPORN TO THE LATE9T NLIIA STANDAR09 U91NG� GONERAL �RAMING NOTEB `
SPRIICE-NNE-FIR �1 KD. !B � Bl0 p� f]d]1 AHD E � I.� 10't ps FOR OIMEN910HAL LIIMBER �.
fB � ]f00 M 113' DEEP BEAH9) AND E • 1.1 � IOY p� �OR LVL'9 1. DESIGN LOADSr IOCCUPANCY CAT Ol
FL � ].900 p� (13' DEEP BEAM9) ANO E • ].O 10't 0� �OR P9L� PRIVATE RM:10 LB9 tIVE LOAO �
TF J019T9 9NA�L BE A9 HANUPACTIIREO BY GEl'ERHAEUBER OR APPROVEO tl LBS DEAD LOAD
NAIIING PER TABLE Rf0231q �� RM� b0 LBS LIVE LOAO Q
I] Lp9 DEAD LOAO � �
DOUBLE JOISTS UNOER PARALLEL PARTTIONS ONLE49 NOTED OTHERY99E. (J� �'
PROVI�E CONilU0U9 ROW9 O� BRIDGING DlTW!!N JOIST9. LOGAT2 BRIDGING R�P� 90 LBS LAVE LOAD a� � '�
AT M1D9PAN O� J019T9 OR EVERY e�t i1A%. 6 LB9 OEAD LOAO
]. 1X1 CR099 BRIDGING SHOULO BE 09ED AT '�
lW�LOOR 9MAlL DE GWED AND NMLED YTN Bd RING NAILS � Yl' O.C. MIDPpINT p� $PAN OR AT B'-O' O.C. w �
ALL P09TS SNALL G! CONANUOU9 THROVGH ��OOR PRAMMG AND 3. NOTCHES IN THE TOP OR BOTTOM OP J019T4 W ` I
pOAF pIREG1LY ON TME ]-bi 91L1 OR 9UPPORTING BEAM9. SHALL NOT EXCEED OME-&%TM O� iHE DEPTN r�
ALL P9L P09T8 BMALL BEAR DIRECTLY ON ElAtl9 BELOW AND ARE TO HAVE LVL a TNE J019T. SHALL NOT �E LOHGER TMAN � �
ONE-THIRD THE DEPTN O� THE IIE11pER ANO
9PRlADER PLATl9 WHEN WITHIN WALL9. POR P9l CONNECTION9 TO FOUNOATIOH RE�ER 9HALL HOT BE LOCATED IN THE M�ODIE THIRD � �„�
TO 9TRIIGTIIRAL DltAIL9 ON 9TRUCTURAI ONA0NNG9. OP THE 9PAN. NOTCH OEPTM AT THE END9 O�
PROVIDE Jd9T9 HANGER9 AT ALL FLU9H PRAMING UtlTH FI1LL LENGHT NAIL9. TNE MEMBER SHALL NOT E%CEE� OME-POURTH w w
AlL tlETAI CONNECTOR9/HANGER9 SHALL G! INDICATED A9 NANUMQIIRED TNE J019T DEPTN. (.I]J
DY &MPSOM STRONG-TIE OR APPROVED E�UAL. EXCEPTION9� ZONING/ BWLOING CODE ANALY515 � �"
9TRUCTIIRAL STEEL WORK 9NALL CONFORN TO PART 5 OF iHE MANUAL OP 9TEEL 1. A NOTCH OVER TH! 9UPPORT 19 PlRMITTED REQUIReD EXI9TING PROP09CD F F
CON9TRUCTION W9C A9D 19891. ALL WELpNG SHALL CONiORtl TO AW9 DI.I AND TO EXTEND THE PULL YIIOTM Oi THE SUPPORT.�
BE PERFOFMED BT CERTIFIED WElDER9. ALL WELOS 9NALL USE El0%X ELECiRODE9 2. THF TENSION 91DE O� BEAN9. J019t9 AND � l/� �
GOTH IN THE 9HOP AND IN THE PIELD. RA�TERO WHICN ARE �OUR INCNE9 OR IL� F+
SHOP ORAWIN49 9HALL BE 9UBMITTED TO THE ARCMITECT OR ENWNlER �OR GREATER IN NOMMAL THICKNESB. SNALL NOT �,j� y b
APPROVAL PRIOR TO FABRICATION. DE NOTCHlD. EXCEPT AT CND MEMBERB. 20NING RI � f Q
1. HOLE9 DRILLED. BORlD OR CUT INTO J019TS ^��NGLE RE9IDENCE
pTRUCTURAL STEEL WORK 9MALL CONPORM TO A91H A99] WTM Fy � SOb �OR BOILE� MIN. LOT AREA I5.000 9P 1.��0 9� �.�10 9P V1 O �+
9MAPl9 AND A9TM A500 GRADE B 1P � 1Y� �OR 9TEEL TUBE9 ANO PIP89 COLUMHS. 9HA�� NOT DG CL09ER THAN TWO !L INCHE9 4
DOLTBD CONNECTIONS SNAI.L BE M1AD� 091N4 A HIN. O� 3/PO A9TM A335 HIGH TO THE TOP OR BOTTOM OF TME JOISTB, OR HIN. LOT WIDTH 100 PT 51.1 PT Sl.t PT Q� � "1
!TRlNGNT EOLT�. TO AXY OtNER MOLE LOCATED M TNE J019T. � �•�y
ALL 9TRUCTURAL ltEEL SHALL RECEIVE OqE 9NOP COAT O� 9TAHDARD GRAT PRIMER. UIHER2 TH! J019T IS NOtCNED. THE MOL! � [�
SHALL NOT 0! CL09ER TNAN TWO INCHE9 TO �..,
LEVlLING/82ARING PLATE9 9HALL BE 9ET ON fULL BEDS O� NOH-9HRINK, NON IIETALLIC THE NOTCH. THE dAMlT2R OP TME MO�E
GRWT WTN A MIN. CONPREDLIV2 STRENGMT O� 3500 PSI AT 3 DAY9. 9HALL NOT EXCEEO ONE-TNIRD THE DEPTM �O �0
OP THE J019T. U N N
ALL DOOR9 9NALL ee FRAM! 5' �ROtl ADJACENT WA�L TO ALLOtlI � I/Y CA91N4 S. DOU�IE �LOOR JOIST9 AT ALL WAlL9 AEOVE. 11AX. BUILOING HEIGHT 35'-O' �9'-O' 3B'-O'
TYP.
i VERI�T NATURAL CAIIDER OP STEEI p[AM9 I�tAX. aHTOR1E9 ] 1/] ] I/] 3
. PRIOR TO PAERICATION.
l. REFER TO ELECTRICAL PLANS IEIJ-E1.3> POR
�OCATION Of RECE9SED FIXTUHE9
, B. AlL FRAMNG TO ALLOW SPACE FOR
3-1/1' IHTEWOR CA91NG9. TTP.
�, DTAMDARO MlADER: 13� 3d0 UOTM ] LATl118
O� I/]• PLYWOOD SPACER, �OR Z,et WALL
lTANDARD HRADER: 11) ]�O WTM I LAYER6 'lRrR 66t
� O� I/]' �LTWOOD BMCeR, �OR fe1 WALL
�.rs �
, �
' o.a. e �•-e..
T1.1
� o-,i = .,�ii
t�t� Nd � a aoo � � ls � i �
� - ---- - - --- - ---
_- -- -- - -
-- ---- - --- --_ .
- _ -- --- ----------- -- -- ------,
..e_... e_..,,.a —_ '—. —__— —_ _—__y .L/I L Lb �
� ,.I-.II ' O .9 __-- -'—_ _._. ..___- -_. _ . _.-'T __.__ '—_—'
I � I-�IS 335 � I _
Sblv1S m3� �
— - -------�— I j
�- �� I I
' moaNim m3n
_ Nmoa �� � �
.�=:��;o nmoa i dn dn
e :-." ..,:., 1SOd b*b 1SOd
' iac iwaza 1H�� � ! i
I
— — _ — — — O O I I .. I ` I
U ���Q
ONIISIX3
�lldNl
�-] 'b S?J31N(10� ONH m 63b03- dn
� ,'i� TJ S13NI9H� f113N � (?JOO'i� QOO(� ff�3N)
�� m b � „Z/I b-,OI x „5-,£I �
� 0 0 , O-,II x „B-,II `� °NaNv�oar�i m� WOO?�aH9
� � � '�NINIa W `JNIlSIY.3 anowaa Na •
w
� i
"') y � NRIO4 �' N OS ra
� 'jj 1 dil 1SOd—y NfiiO4 X R13N � '
� m � „L-,£I x „5 ,£I isod m „o- b ° �� o- z ivnaa �vnaa
rn r '� N3H ll�l a oo oNiaans
tn ,� r � m „e-,9 x „o-,s
'� { 0 �, I � caoo�� 000m m3w p
�i ,� � O = L� W m39 7NIN3d0 y
D 'JJ v ONIlSIX3 NI �
C" [ 'U v' NRIO❑ I ?JOO� 1113N ��V1SNI � m e i �
� r ti Nfi�O � 1 ��b'RI I�I�NI aS p 9` i
� H a Lsod i dn � +'l. � maN D �. \ - - - - - - - - � .
z N � 1S0 °� v r a �
D _ — .— —— � i ,
N NfiIOO� ti .L �J �
_ - - - _ x I dfl i t" x ❑ n�
°� 1SOd ^� ¢ ^�
I � � �
� OS OS
— RI3N J,lINV/� 1SIX3
� ,.09 x .,IL
; „O-,£I x „8-,II �
� '7N1/�I'1 "O-�5 x „II-,OI „9-,£I x „II-�OI
„O-,b x „Z-,51 OH1H9 WOO?�aH6 0
� WOO?JQ�H �.i,�
�= I �-' ,.L/I b-,5 .b/I 8-,EI
W � 2100a 7NID01�S 9
NfiIOO � � � „B-.9 x .,O-.b -
i dn = �
lsod — �
ssaa a I �
�
�SSyWjONl7y_, � ..b/I L-.
'`�"`" �� � � N011�n?�1SN0� m�N
' s - Otl3N3�8 l� � i�c. �c�
a sssoe � ; � � � - - - - - , N0111�OW�a
s
A \� l ♦ ` _ — _ — _ �
, I .Y ��� ..a:�:�•,�� � „B-,II ^
� ` b� " � � � ..Z-.Si � �N�ls�X�
sr+oC a
..L/1 L-,Lb �.
ut�o3�.n�.w
g . , '
� � BFortin
� o..�
N10iW5
�R� H
EXISTING :,��� -\ - �/ c�
DEMOLITION r � ' � Z '
` - - - - - � i : . 958 v
NEW CONST(2UCTION � HEADER a6 i 3o A ���' ,°'
POST DOWN POST DOWN
Sp�'���
12'-9 l/32" 5'-O" 8'-10 9/32" �2,_�p" 5._6.. q(THOfN�PS �
I Atn��
� o.., I
o ,- - - - - -a � - - - J � - - - I
' ° I
�
�
�
BEDROOf1 BEDROOM � KITCHEN
= BqTH � STORAGE ,
' 12'-9" x 10'-II" � 10'-Il" x 8'-10" i 12'-10" x 10'-II" 5'-6" x 10'-II" a
0
NEW -
� BEAFI tt�
FLUSH
EXIST i EXIST FRAMED
SD gp a CEILING ELE�J
� �D � �
_ � ' �
I d
¢ �'
EXIST POST DOWN - � — � '�
- - - - - SD POST UP l 3' RISER � POST DOWN 0.' � W
. • DOWN � oN ,I NEW B BELOW Q `7 a
NEW HEADER a5 CEILING Q a Q
� �" �
G• � W
POST UP POST DOWN � NEW WALL AND A "� W
EXIST DOWN INFILL STAIRS O � LK .
SD OPENING b W �i y
�\ .
" " `� � z
o '^ �^ w° �' o
.! BEDROOM � LIVING ROOM . DINING ROOM � O �[y
13'-5" x II'-O" _ � 13'-3" 13'-2" m ; 13'-2" x �'-9 I/2" � w Ea„
. �
� - a cC
uP o�+ - P+ I-" N
-UP
EGRE54
-EGRE55 Oi 3�
� \ -ELRE55
iI I � —� I I I POST D � WN i I versmr se.
I � � _I I I 13 � � '-II I/9.. ._II I/9" 3'-l" 4'-9 I/9" �� p`F ey.-a�
i i I � R B a li � _ _i.
c+l � � �N /
I I j � � I ; '�T • 'o' ' i I L NEW STAIRS AND II �� �w o 0
i i i � I I i _ . I I I_L � NEW DECK �I �
� i -�l—L ._� —=.r1--�� I� � =-4-�—
� i �; i � 34" TO 38,, ICi —_— --=L�--- _ �' __—.—� —_ --- _
i i � � 93" HIGH
i
_ II ' i HIGN RqiuNG �� GUARDRAIL � i' I _ . -__--__:
13�_5,. , : �._n. { . ' i;_ � _r -- —_
�__ . ._ . ____ ..____.._. . . __ __.___.____.._� i— . r
� ___"" _ _.- _—'"_"_ ' '"" I � o . a .�...e..
10,_U,. "_'"___—_<_____--_"_"—' _�2'=9.,__ . ___—__'__ �
SECOND FLOOfz P ! AN '--
� ,—;4,—. _ -o„ - - A1.2
I
, � � BFortin
�.�w .
n � xau.,w.,awmws
EXISTING 0
. �r
DEMOLITfON � _ _ _ _ _ ; :��v �Z Ecp�Z�c�, s
' c> o. 8 N
NEW CONSTRUCTION � ; � AR9 -HEAp W,
s oy MASS. G�,�y�
� �rHOFMP55P �-
SEDROOM o O
�
13'-5" x 10'-8" '
_ �
�
�
0
0
- — — — — — — � I
ESpST LIVING ROOM s�o E ROOF
� KITCHEN LIMIT oF
FLAT
� — i � 13'-3" x 31'-5" ceiuNo I
I _ J NEW �
- HEADER POST DOWN
A4 TO FOUNDATION iv �c+
ESpST SD T \ \ � F G
POST —�' r' � i..� � w
� � � - uP ST DOWN � �n 4 '� J
EGRESS �TO HEADER OWN � a F �
DN � 0 � w
N POST DOWN I/2 WALL � R, ¢ W
� TO FOUNDATION — W (�
E"'
m BEDROOM m m CC y
F
° _ _I3'-5'_x 10'—BI— — — — — — — — — — — — — M c~v — � F �
- - � z o
0
�
� � � �
� � W F N
STO. STO. � i
- i
�� � i
- � (� - , ° � - - - -- - - �
� � �
� I i veRm*ee*
� NEW WINDOW , � I i � .„„,,.:' �•
f�_ _ I3.=3.. _ __ � � 3'-10 I/2.'
i
, - K
P20POSED SHED DCRi!�2� FROP05=D =�
�?D�:;':i':G\ —_��
- i � ie � F �oo � P � A � _��-- ;
p-n...-Q +..+ea
� ��4 = � -o A1.3
` , BFortin
�k..�. .
• ASPHALT I °r""�.°`�."°�.°�.'
SHINGLES I PROPOSED GABLE
EX�iS NG H HARVEY EXTENSION �5 tTEF N'^�
WINDOW � TO ALLOW CONSTRUCT -4r ^�,
24210 I OF 2ND EGRE55 � y � i
i
� 0 0958 N
I AR EHEAD y ♦
MASS. a
SSPo�a�
PROPOSED I �THOFMP
DORMER � ��.�
� SIDING TO MATCH I
- EXISTING I
�
�
FRIEZE BOARD
AND CORNER
THI D FLOOR BOARD TO MATCH
EXISTING
_ � � � V
' _ �- I
F �
m Z I � �
� Q WINDOW '7 a
� SE OND FLOOR SHALL BE HANDRAIL ;,� z F N
� TFMPFREp BETWEEN 34"
AND 38" � F [-�
W
> [¢y �
W CC ,�
� ' � � Nz
Q �' 0
o - v�i � �
m �, �m � � �
� � � � �
� PROPOSED EW 0. F N
� EGRE55 STAIRS BRACKET
FIR T FLOOe � TO REPLACE EE SK-I,
-- - — EXISSIN�,, K-2, SK-
R-6-S�4
--- --- - --- —_-- --- — — 8 R I C K � ---- — ---- •
FOUNADTION �__ _ i -o° _ PER^�*sE*
— —T .
EXPOSED FOUNDATION ���� �^
-- - -- �
- -L��---- F—
� IC� HT SIDE ELEVATION �- --�`�-
��4 = � -o A2.1
- BFortin
„�.,� .
PROPOSED �R '"°°"
DORMER PROPOSED GABLE ST F
EXTENSION � 'Qr`� ��
Ixb FASCIA TO ALLOW CONSTRUCTION � � � 2� <
BOARD OF 2ND EGRESS � N 0958 �
� NipR IEHEAU �w
, MASS. .rJ
0
qGTH Of MPS���
b" HARVEY �
WINDOW
N Ix4 CORNER n 24�2 MATCH
� BOARD EXISTING
n ROOF
' DETAIL
�
THIRD FLOOR
F
�
NEW DECK � �
AND STAIRS TO a
REPLACE
EXISTING �
. � j �
u¢]
, � �
W
`� � a
SECOND FLOOR� z „wj v¢i
_ 0 � W
¢
> w � �i
NEUI bxb I j CC v� I
P057 TO I r� F F
SUPPORT � - � `" z
o DECK � z �
, 0 {�
m NEW BRACKET � � 0.
TO SUPPORT a � �
DECK, SEE SK-I a F N
2,3 AND 4
FIRST FLOOR � I
I �
— , ` — — I
I I
_ reanrt eer
I � '
� I � i '� � .._. ,.�.
ii i � i i i � I �
_� L -__� � � � � ,� ; �_ J:-,:..--.,�_.�
EXPOSED FOUNDATIO� � ��L' - I EXPOSED FOUNDATION =_ +'--�-
� --�-_.—C—
_i� � _
P � o � osE � � E ,� e � � Fv ,� T � oN ' ,� ; ; ;+ � � . o ._... -
- ;. �
�,� _ � -o — - - AZ.2 �
�
`
�
- � BFortin .
i �,��� .
��.
' PROPOSED GABLE I
TO ALLOW CONSTRUCTION I � � '9��a
OF 2ND EGRE55 �ZEF �
. � C- 2 �
i i ' �' ' 0958 '^ i
� o MqR EHEA� y ►
� MASS• V�t�
♦
I � k�q!fH OF�P�'
I
� I
ry I
i
FRIEZE BOARD '
AND CORNER
BOARD TO MATCH
THI D FLOOR EXISTING
� � � �
_ _
� � � ¢
- ,
W �
�
_ � � H �
Z ry � �
0
se oNo F�oo� � z H �
� � � F'
Q � �
� � E�
� � � �
L,cl � F
o � z
° o o w
� , o � x
a H N
FIR T FLOOR
i —
Ivecnir se*
_ � � _.
EXPOSED FOU • •-• -
����
LEFT SIDE ELEVATfON �..��, ��_o..
����� _ ��-o�� A2.3
� BFortin
„�,�� .
OONq6tl,4 qM1�i9�5 �
1 I9�-W9-}CB] ,
" s�a6o nac,y�r
T F �p `�C+a
i � i �
� � m
i o 0958 �
I .+i MAR EHEAD y
�� MASS. .r�
0
I II II I ��►���^��
I II il I
TW24q1 TW2442
� �
TW2492 TW4942 ��I
¢ !�
�
�
W
v7 .a
Z Q
� �
� �
4a �
I ,..1 � E
m N
� w b
� U •N F'
TW2492 TW�442 z �
N
� � w
E
X ro a
v] z F
PGR�iT 96T �
�
_—�__ _ 1 ___
—r—_�_—
- —�_—_r.—
�.� ,.,� . ..e�.
. FeONT ELEVATION �.q,
I/4" = I'-O
NEIU RIDGE E RIDGE VENT ' ' BFOrt1Y1
BEAM ttl TYPICAL MAIN ROOF CONSTR.
�n,��� .
� p�.n..�.,.,,.�...a M.�.�
ARCH. ASPHALT SHINGLES .. ��.�
POST DOWN tt15 ROOFING FELT
- 5/S" CDX PLYWD SHEATHING
2X12 RAFTERS al6"O.C. ��`tEDAR�y�rF
f249 SPRAY FOAM INSULATION F q�. 'c�
� IX3 STRAPPING al6"O.C. � �i � ►
� I/2" BLUEBD t PLASTER � � N , 0958 e
� aCATHEDRAL ROOF � �
MAR LEHEAD y
(USE BAFFLES AT CATHEDRAL �� M SS. P�J
I/2 WALL CEILING>
� W/ C A P ������
�
N
I
r
,�_O.. �
I
M
TYPICAL CEILING CONSTR.
THIRD FLOOR
� — — — — -- — —F�ANIIRAIL� — 2X10 CEILING JOISTS 816"O.C.
� Ix3 STRAPPING al6"O.C.
- — — — — — — — — — I/2" BLUEBD 4 PLASTER
�_ }
STAIRWAY
� NEW BEAM tt2 EXISTING CEILING JOISTS
0
w
�
� �
I O
r P 1
9 ' ' � TYPICAL EXTERIOR WALL CONSTR.
- � Q
,� ViNYL SIDING TO MATCH �
EXISTING j
SECOND FLOOR TYVEK HOUSEWRAP � �
i/2" CDX PLYWD SHEATHING
2X6 STUDS �'16" O.C.
R21 BATT INSULATION � v¢i
I/2" BLUEBD H PLASTER
3,_�.. �._6., 2,_8., Q 17
� U �
..1 `
u7 v �
9 �..
O V 'vi z
ro F � 0
�
� � z �
FIRST FLOOR
I� =eanir eer
����
—F...__—'___
' . __r.--�_
- BUILDIN � SECTION TH2OU � H ST ,4 ! 2S A3.1
I/4" = I'-O
RIDGE �ENT � BFortin
. INSTALL H2.5 � NEW RIDGE h`�
HURRICANE 12 � BEAM
q c.a�.ao.e w:w.n u�aw:
ANCHORS a � PROVIDE LSU SLOPED �•@����
RAFTERS, TYP. 4 � / j � HANGERS ° RAFTERS TYPICAL MAIN ROOF CONSTR. pE�AR
� / / , E y�T�
/ / ARCH. ASPHALT SHINGLES • ,,, S qf �o�
T.O.P.
ttl5 ROOPING FELT ; ? z ,
- 5/8" CDX PLYWD SHEATHING i n . 0958 Nr
V.I.F. 2X12 RAFTERS 816"O.C. ' �
/ / � 3 A LEHEAD 4,
� / / R99 INSULATION : � MASS. J"
BAFFLE o F sP°��
� � IX3 STRAPPING °16"O.C. '
i � � I/2" BLUEBD @ PLASTER ��►������
� I / /
ry � / aCATHEDRAL ROOF
�
�
0
�
`" TYPICAL CEILING CONSTR.
2X10 CEILING JOISTS al6"O.C.
THIRD FLOOR Ix3 STRAPPING °I6"O.C.
;o V2" BLUEBD 4 PLASTER
�
TYPICAL EXTERIOR WALL CONSTR.
VINYL SIDING TO MATCH
EXISTING
o TYVEK HOUSEWRAP
' ` I/2" CDX PLYWD SHEATHING
- - - - - `
� ' � � 2X6 STlJDS elb" O.C. �.,
_ r R20 BATT INSULATION = �
� � I/2" BLUEBD 8 PLASTER �
I � � W
SECOND FLOOR � � a Q
_ � _ d �n
I
f I � � CL
SEE SK-I, � I W
SK-2,SK-3 � I U � �
HSK-4 i � � N z
� � � STAIRWAY ,�Z O �'
� I
i ' ° � �
�- - - - - - �
— 07 F c�v
FI�ST FLOOR
PERHIT !!T
�� I�—_.—.
� �
y—L——yt .
. —L——_-1-._.
O:nv a �^a�.
. .�
- �3uILDIN � SECTION TH2OuC; H KITCH � � � 2
i�a�� = r-o„
8'_D" �,_9,.
I i 8'-O" �I,
�, Hcw cEiunc� �
�
� m -�
N (7 =
� 0 �1
Z �
r 0 T I
�
� r
OrO O l'-2 v2-
� �A EXIST, CEILING
i i
�
2 �z
m mm
D � DE
0 3�
r -�-p m ix
� < � O O tt C�
- - N m
- � n = � � ,�� �
� [� m (1 O
�
= c
D = = p
A
�i � z � � D Z p�
I— .n � p D z
o � � m -�
� � o
� tt Z
Z �
� �
(P
ITI �
I
� � r i
O ��:�.��::��
� o
� z �n
I � _D
�Z
A ttz rnz -�
� �E mE m�
D m
� � � �<
i 3 Q1
m tt m
I D w OA
3 Z
i
�X �,\i � Xr,\i� X� � r.\iwX � n �.\iX�X��nD -i
(P— =0°� z � � D =w�—m �o -<
�� Oi � tn(lm �� n 0��� (� = �-u'1u'�1(l0= (1
� � D ��� zcn D �Am D mc��D00 D
m -� p = L�� mD_ 0 mD „X„D r
� � cn O m ��� n � @-OD-i zU' 3
(l Oz ��cci� G� X �-0z m D p-p���4�= D
� z
� �D ��� O O � m0 L� � -o��D��m� �n
u,D � cn p -+ O
� �(1=� D �1 NO� Cl � �°�Z�= = O
, cn O O
O m -
� � E —I. (J� .
-� �' z (1 m z
m Z D � D mn m �, m(lc D G� �
�1 = = r '� a• � �1 D � m z0
O i9 � _
L� � () O � N -�
z Z '�
�
�
�1
., ii � ;�e; a .
•
i� IIilIII�` %i`: A BUILDINGSF_C770N 0� —RF�, �a y
� � �� I �� � �
I I /s� '� ��
I� I I I� _ , TREMONT STREET REALTY TRUST = > Z A
�
W ,��� " 28 TREMONT STREET, SALEM, MA 3 �= h �� �
,�r
Iii, F
yN 1�1� .`l� F�'
'" � N�� � �� �
�SFTiS �1
►►ti
.
. � � BFortin
�..�. .
-. oc.�a.wr.ww.awora.�
l.Ib-fiN]�
����e
° ��`� R�y�r
HEADE2 tt6 � ttEF�'P�F��,
• � Z ,
POST POST d � �N . 958 �+ j
DOWN DOWN � � MA �EHEAD �
� MASS. J"
12'-9 V32" 5'-O" 8'-10 9/32" 12'-10" 5'-6" � L�
i � �A[ SSP �
- - �►t�A�
o _ _ _ _ _ _ O_ � _ _ _ o _ _ _ .
r
i
N
I rt+l F
I # N -
� � —�� � �
Q �
� o � -
o W � �
- m z o
� � - z
i Z u a
a
i �
_ _ o� � N o
. _ ❑ ' � r W `a`
_ � �
_ - - _ oowrTi oowrTi o � � NEW BEAM tt2 osr m w
Ii OwN � ] J
�HEADER tt4 `^ r R, f-�� rQ
HEADER tt5 �
� N O F�., h
� Pos PosT I m ~ O � tC
DOW DOWN # � 4. Q
� � Q � �
� 6 I w � � � `� z
O '^ f� z "-i Q f" Q
� � z
m W W � � �
� z v a
r 0 W F
F-
� 0. F c�v
� r X
W
O �
� � J� r
'^ \F69
—eT- ��
I I � I I I I I I POS� . II I PERrvT SET
i I i =I� I � I i I I I I I I DOWN I I ,....�' _�.
I I�II I/9"�-II I/q"Ir 3'-�'_� 4'-9 I/q" �
�
� I I __'
I � 7� i.. �,I I � ' I I i ' � II �I
... . -
_...... e
...
� � I � � � ��. �l- � _.�.-�_ _ _.�- �� i� � � _,-
� II ._ .- ... .`;.� -=:__ _ .�I' ; i •V � •
i � . '_-_ _-' .� � ..'�r— . .� `.'_._— ___— __f..ti� 'I _ �
� _ I i ' � I I � I -_� —
' � _' _
_ _, _ . _. .. ___ _ _ _ ..__._ ._ __-
-��,'. ..___ - �- �
- i3�`s� -� �-3 � D F L O O � �F � ,4 � � � � --�°,_a. �-- - � �� q�__ � .. . . _�..
� — -- - - -
. � I ; C: P C-�-N
���,. _ ,, o., -------- S1.1
, .
10'-8 V2" �p,_B,• II
� � I
� I � I
� �
�
� I
� I
' �
I I
� I
I � � � I �
�� I
- � � I
o i -rl � � �
� I
� /t)
' � i i o
-� �
i � � i
� ��� � / i
i 0
a�
( �° �- --- �
, � �
; mN �
i ` I n�D � — - - - - - - - - mop�L — — _I
z
I AO I Z OO�J _ — _ _ I
� �� A — - - - - - - - m - - - -m z
� o � � Ai - m - - - - - -
�ll N O J E
� n � — — — — — — — —
I � I — I - - - - - � � �_ - - - - - -
o' ; � — — J � � m
I � In � - -D - - - -� m _ �IJ—X - -I
� U �w � ��� � m � �
I i �-- _ — — _ _ — _ '� J �
I11 I W I �I _ _ m — _ _ _ — J _ � '_ � _Z_ _
� �ll D X L�
�_� i — - - - -(n � 3 � - - - - - -
- , — e� �1
� a D
U — � - - - - - - - - -� � - - - -� - - - -�-� �
O i �._o„ _ _ — -
AL � � — � - - - - - - - - O � - - - -00�-�-A - -I .
`,,� ! , , � 1 � z� � �
� - - - -
- - - - - - - - - - - -
- - - - - - - -�
� - - - -
!- --- -- - - - - - - --- - - - _ _i
�_�__ - - - - - - - - - -
T. u � I
C1�� "' - - - - -
- -
�)n o - - - - - - - - -
- u
- - - - - - - � - - - - - -
- i
� - - - - - - - - -
p�i ti
�rn
Cl. __.—.. - -
i= _
9 6 6'-2 I/2" c_N '_b" y
DD �� (PQ n
pz z� � _
m0 �(1 m
AD m x
p0� N
2X�0 9 �6�� �.C. T Z Z
'� (1 '
�
2 '2 � 2"
,,btmnaaa�. �
n . �
I �� ��' �! �: n : s� 'a �
� ° -,-,i J-.�i�' : , _ ROOF FRAMING PLAN �
:r � = n2 ��?�� $� e
; agc m .�
I I i , 'q o + TREMONT ST R.EALTY TRUST � o rn O � ��
N i � `�'i� " � i g O
�� � � 28 TREMONT STREET, SALEM, MA 1�' o m N�y'� `Z.`� � k �
a+•
. • �S ����y g �
►nI,I�