86 HIGHLAND AVE - BUILDING INSPECTION J
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�' � �--., EI`I'`5�8F �rIL
`'' ' PUBLIC PROPERTY �
`: �-^ 13D� � c.� DEPART1�iE1�IT
I:I�MFALhI'DRISI:Vu. . .
�IAYOR j-(� /�/ \ 1�A Wwf�HcmN 577t�T�yu�,�f.�wcH�st.�'rs 01970
ee/ � `/ � l , 14197&7iS9595�FNL•9�&7i49846 -
AP P L I C A T I O J F O R T H E REPAIR. RENOVATION. CONSTRUCTION,
DEMOLITION OR CI3ANGE OF USE OR OCCUPANCY. FOR ANY EXISTIIVG
STRUCTURE OR BUILDING
1.0 SITE INFORMATION
Location Name:,rj�L � it/,So�t/ (��� - Buildt�g: p �
Property Address:
, �i I C VE
property is bcat in a; Conaervatbn Area Y/N�/L—Historic D(strict Y!N�_
2.0 OWNERSHIP INFORMATION
2.1 Owner ot Land
Name: �,c'p�,y�,F2 � s'�AM 13oAI ZLG
Address:
Telephone:
3.0 COMPLETE THIS SECTION FOR WORK IN EXIST�N� BUILDINGS ONLY
Addition Existing o�
Renovation � Numbe�of Stories Renovated
Change in Use New
Demolition Existing 3 �ryz
Approximate year of � Area per flaar (s� Renovated
construction or renovation
of existing building � New
Hcief Descrip ion of Proposed Work: � j � / �.
3 Y � ` :tl�MCd .ri �"Y�ZJ �="S'//S� rN
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Mail Permit to: wn2� �l � �,� J}�
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What is the current use of the BuildingT Of�c,::-
Material of Building? u/� If dwelling, how many units?
Will the Building Contorm to Law? ��S Asbestos9 N� ,
Architect's Name ✓
Address and Phone y�o T�itcT� /-s'%• n CyB� la��"--3-�`�`j.3 ;
Mechanic'sName �p�� �'-Aa�l��v✓i t.�-G '
Address and Phone�`'( ���t /�� Sti�A�+���� ��� 0�S�� '
Co�struction Supervisors License# [Sa 5�`7 8't HIC RegisVaUon# d o2 3 /S O
Estimated Cost of Project$ / o o '� Pertnit Fee Calculatbn
Permit Fee S !3a. e o Estimated Cost X$7/51000 Residential
EsUmated Cost X$11/57000 Commercial
M Additional $5.00 is added as an
AdminisVaBve charge.
Make sure that all fields are properly and legibly written to avoid delays in processing.
The undersigned does hereby apply for a 8uilding Permit to build to the above stated
specifications. S(gned under penalty of perjury /�
Date / o ,p�_
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" CITY OF SALEM
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, PUBLIC PROPRERTY
DEPARTMElv'I'
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Woricers' Compen�atlon Insurance AtHdavir Bnllden/Contraetora/Eleeh�(¢ym/plombers
Anoticant InformaHos Ple � p*tnt Le4t6hr
tvame�s,�..�o�;aearr�;�,.��: ,�If',�x G�.z,�.�i e �-�
Addresa: .2 � 6,a g lZ�, •
City/StateJZip:sws�,.�sco� n�19. O i9�'y Phone#:'TBI�S�:L—�Z�l/,t�
A�n y �a�empbyer?CSeek tM approprlab boss
1.L'� 1 am a employer with 4. � I am s Qmecsl conaacoor aod I ���1�(�4dK�:
�p�Y�(!Wt aod/oc paiGdme).• 6ave hind dm wbson�actocs 6. ❑Neav cmu�ction
2.0 I am a sok p�ietor or pvmao- liaoed on du atuched aheat = 7. �yns
ship and luve mo employeea 'Theee�luve 8.
Demoli '
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WOI�Rj f�QM III!IIy C �
Bp�Clly WO[�CG[i�COII[�•W�OCO.
[No wockm'comp.innuance s. 0 we a�e s cacpozadon snd ia 9• ���°ddiaon
�4w�d) oflfcen hava exmeieod th� 10.�Electrical cap�in a additlam�
3.❑ I am a h�eownat doin�all work rigLe otezamptico per M�L I I.Q Plumbini rep�r a addittons
myaelf.[No workets'comp. a 132,�l(4�aod we have nc 12.0 Roof:epaiw
����� ������W��, 13.�Othet
comR imunoos re4ui:ed.1
��+m�wv�nut ce.ao uoa NI mus dw Au w��e.,eetla.edor�eo.�in�m.tr.atr�•
}(om�owna��rho ru6nb�W�fAd�vk�i�Y m doio��B waik md�lin aauld����it a�hdt n�w��afIIdpft
=Coetraemn�t a6sek t!b boi mmt rh�Etl m additloed�hat�6ovia{�n�mr of 16�ae.eoop��od�NBr wrhe�'eamp, �a
Tn ornrado�a�a NFat b provldLq worken'eomoeesado�inawrauc�jo�nry rmployees Bslow fr rh�pallry ardJob.rhi
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inswance Company Name:_�r�.n �t C >.c�s G ir„,,,�
Policy N or 3elf-in�.Lic.N:_. /� P�c/ C'10 3 /83 �p��D�: � /� �n 7
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-- Job Site Ad�ar._ 8G �.��/<„,,� ,�Y- c;��snwz;P:�/�, n�,a o��ya
Attae6�eopy ot tIr worken'compen�atb�potley dseianqo�pa sy� �y�
, W( �i Po�Y nomber and e:plratlo�d�b}
Fsiluro w seouro em,en�e s�����g�oo 25A oPMGL c. 152 cau lad
to rhe'
fine up w S I,S00.00 aod/or one- eu' ��of�penal�ia ola
Y �p�wnment,as well u civil penaltia in the form oPa STOP WORK ORDER and a fi�
of up w f250.00 a d� a ' the vio
Y 6�+� lamc Be add
wed that a copy of tdia uatement msy bs forwarded w the OtTice of
(nvestigatioos oPtIIe DIA for irourance coverage verificarion,
/do hsreby e�ratJy anCe�dYi pai�u ond p�naldn ojp�•fruy that dx InJornradow providsd obow 4 arr�aw/eomd
�^ Da /.C��/m�
Phonep: �r�i-sq� .aa3�
ODklaf rrre onlr. Do na writr 1w tA4 aeq to bt eompletd br eltr or fown o,Q?da(
Clty or Towo: PermttlLkeme N
laula;Aut6oriry(ctrele one):
1. Board of HaltA 2.Buildinq Department 3.CIryl1'own Cierk 4, E,'jM<<I[9i jOSPM�O� S.Plum6tn�Iu�ptctor
6.Ot6er
Contact Penon• P6ona p•
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F ti
Information and Instructions ' _
Massuhuum Genenl Laws chaptac 152 requires all employas��che savice�of aco�her unda any conasct of Lim, ,
����s���ewployse is defined as ...evecy peisou
��p�imPlied.°d°c wnit�'"'
as"an i►dividual.Pac�°ash�R asaoeiatioo.w�n°II°�°���C°°�'or any two oc mote
An espfoy�►is defioed va of a deeeased e�P�Y�.or the
of�6s fore;oins anp�ed in s joimt en�apri�a.�1°��ths kg��n° � ea. Howevv the
of m iadividual.P��R�a odiac le�a1 eaa�Y.�P�Y�i�P y �ths
reeeiver a tsustea �hs�t�maa tbaa thcoa��nd who raides�.ac the oocup�
owna oi a dwdlinf �n�n�us ur eepair wodc m wch dwellin{ifa�a
dwellini�°of amlLar who e�4bY�P�Os to do main�0. ��P�����be ao empb��
Ot 06 tbO�
or build�si aPP�°°�Ot�oo shaII aot bxauae
MGL ahaPomr 132.42SC(6)als°snw that"avary sht�er loeal tlewi�!����withlold W luaane�or
to opanb�busine�or te eo�bafidin0 la t�eommo�waltY fa[�a7
reuw�l o(a tleesat or permit ��aet ot eomptlue�wdt►th�Wuranu ew���reqalrea.
sppryeast w+Yo Iw�ot Prod���Neid�er the commonweal�h aa snY of i�s Polidcal subdiviriont�
pddiheylly,MGL eh�P�132.$23C(7I ���wodc imtil seeeptabk evidence of coeoPlisn�°with the inaunnce
• mta into anY e��ad fae the pafo�man� to dss wnoiacdns suthaitY�
��n ot this ahaP�bsve been��
Apptleut�
Pteaee Sll out the wodcas� comp�s�°
afRdsvit comPktelY.bY��°°�the bo�ces thrt apP1Y to Yrnu aiaueion and,it
neeeasarY.$WP1Y���1Ods)asme(s).ad�e+r(w)a�d P�O numbec(s)aloni w������ot6er than the
r;�;ted Liabili�Y C�°°P!°1°s�L'I'G�ar Limioed Lisbdity Pacmn�ahiP�(1.�)
��r p�samas,aie not requirad�°°�'wo�icass•a��uranea. If an LLC or LLP doa have
tLat this aflidavit may be wbmiKed to the Depactme�� Indusaial
°Q���'������o�insutance coveraQa. �Ws M snn to st�aud date the a�davlt 'Ihe affid�vit s�d
Aceidenl+for con8tmad� ��y 4�du palmit or licenee is b�ini L�ue�d.°°��O�OP�T�
be roauned w the city or wwn that the app the Isw a if yw ars required to obtiia s wocke�'
��isi pe�idents. Should Yon hsve anY 4�n�°� ehould entar�
oompen��vo�r.n�0�n�e��n�r li�ma below. selr-inwma co�aa�e+
eelt inava�x 1�°°�oa the
City or Tow�O�el�b sce at the botrom
Please be sure tha�the a�davit is comp
lete sad prieted kgibly. The Depaemmt he+Pro�ded s sp
of eha afYidavit for you w fill out������c6 will be ueed as a�efarence numbar r Ia addi 4 aPP�
Pleaae Ix wra w fill in the pam�i lieation�in any Qiveo yesr.need ody submit one at�idavit indioatwi���
tdat mwb wbmit mu1hP1�P���O�P
��y�y infermsdon(if neca+suY)�d und�"!ob Site Addres�"the applicant ehouid wrioe"aU loeationsmvided m�e or
or mulced bY the ciry a cown may P
towa)."A coPY of�he affidavit that hu beeu ofAc9allY� or ticeoxs. A new af'udrvu mu�t be 8lled aut eacb
apP�icaat as proof t6at a valid�affidsvit is on tile for t�turo Pecmie aot relsted w any buaines+a oommeroiai v�aae
yeae.Whete s home ownac a eirizen is obniniai s licease a Parmit
(i.e. a do�lieeoae a P��
w bum ksva eteJ�aid pawn is NOT requirod ao comPlete chis afHdavie.
ou in advaace for your eooperaaon aad should You have any 4ueaaon+.
The Offiee ot Iavadga6ens would lilca w t6anlc Y
please do not haiuoe w�ve ur a ca1L
The Depa�un�n��'�.�1Nhone and fvc aumba:
'I���yql�Of�SS�Ch11SC11S
�ep�:canent Of Indn�ulal AccideIIb
O�a ot Iavatlpetons
60o w��sa�e
Hoaton,MA a21 t t
Tel. #617-727-4900 ext 406 oc 1-877-MASSAFB
Fax N 617-727-7749
RavisaJ 5-26-OS WWW,meSs.gOv/d1i
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GITY OF S�1LF1�t
% PUBLIC PROPERTY
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Coastrncdo� D�b�U Dlspaat MWsvit
(requica/eht alt emolido.�oe era�d�a.roeb
Is uaord�oa wtt1�� �e s sN ��C�7s0 Cba�111.!
��'��� is i�o�i�rit►�aoodlt{a�tdt�daM�cauWns�os
����otit�y�o�b ge���rna dtqo�d Adttgt ar d�Qad by�.s
1 tl.i tlM.
'IT�dedets�rill b�Etan�o�te0 b�►:
�'N1.l4/IACU , J�cC�G��/y,��
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1'fw deMs will b�di�po�ed o�in:
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ATRbNS MUTUAL INSURANCE COMPANY oF CONNECTICUT �� epTRONg—C �!A
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GLASTONBURY, CONNECTICUT --= --
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RTISAN CONTRACTORS POLICY DECLARATIONS — —
,.��m
dic Number: CTR0002651 RENEWAL Effective date: 06l30/O6
TAMED INSURED AGENT 8570
4PEX CARPENTRY, LLC SODERBERG INSURANCE SERVICES, INC.
29 BATES ROAD 200 BROADWAY SUITE 201
SWAMPSCOTT, MA 01907 LYNNFIELD, MA 01940
(781)593-9393
'olicy Period: from 06/30/06 to 06/30/07 12:01 a.m. Standard Tune at your mailing address shown above.
nsured is: LIMITED LIABILITY COMPANY
tusiness Classification: CARPthi i RY-RESIDENTIAL Code: t OG30
_ _ _. _ _.__ _ _
ILIABILITY COVERAGE
:OVERAGES LIMITS OF INSURANCE
,. Bodily Injury and Properry Damage Liabiliry $1,000,000 Per Occurrence $2,000,000 Aggregate
�1. Medical Payments $5,000 Per Person
1. Products/Completed Work $7,000,000 Per Occurrence $2,000,000 Aggregate
). Fire Legal Liability $50,000 Per Occurrence
'. Personal and Advertising Injury Liability $1,000,000 Per Occurrence
, ' iPROPERTY CO3'ERAGE
DESCRIPTION AND LOCATION OF PROPERTY
,oc. 1: 29 BATES ROAD SWAMPSCOTT, MA 01907
:OVERAGES LIMITS OF INSURANCE
Loc. # Building# Limit ACV
�. Building
3. Business Personal Pro erty 1 1 $2,500
' Loss of Inccme G.CTUAL LOSS SUSTAI�JEC, NOT TO EXCEED ?2 MONTHS. WAITING PEP,IOD: ?2 HOURS
ncreased Property Off Premises: Automatic Increase— Coverages A& B: 0% ANNUALLY
'roperty Deductibie: $500
_ _ . .._ _ . .
SUBJECT'TO THE:FOLLOWING EORMS AND ENDORSEMENTS
�P-100 Ed. 2.0 AP 0611 01 99 AP 0643 12 99 AP 0432 12 03 AP-309 07 03 GL-895 Ed. 2.0
'G 5521 O6 05 AP 0700 12 02 AP 0740 12 02 AP 0688 06 02 AP 0690 06 02 AP 0692 06 02
PREMIiJM AND:BILLING INFORMATION
_ _ _ _
�NNUAL POLICY PREMIUM: $3,644 $500 Minimum Eamed Premium Regazdless of Term
;NDORSEMENT PREMIiJM: BILL TO: Direct BiII.To The Insured
"ERRORISM PREMIUM: $80 NON-CERT TERRORISM PREMIUM: $0
_ _. __.. _ __ ._ _ ._ _ __ _ __
MURTGAGEES
tINTED: 05/16/06 INSURED COPY THIS IS NOT A BILL
P
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� STEPH � I�ISOI�I AI�ID BROOK
i � 86 I-IIGHLAI`ID AVEI�IUE
SAL�M , MA
G�N�RAL NOT�S:
1 . ALL WORK SHALL CONFORM 70 THE MASSACHUSETTS STATE BUILDING, PLUMBING , �
AND ELECTRICAL CODES AND ALL APPLICABLE LOCAL REGULATIONS AND ORDINANdCES. , R Z A \ I
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2. CONTRACTOR SHALL DISPOSE OF ALL DEBRIS AND RUBBISH IN A LEGALLY APPROVfED MANNER. '� ' � "'� j �,;
ROBERT Z ARELLI � �. �• i !�
ts �- , � f •Jt
3. CONTRACTOR SHAI.L VERIFY ALL DIMENSIONS AND REPORT ANY AND ALL DISCREPFANCIES A R C H I T E C T y";.�'`�:, . - ��" '`+
TO THE ARCHITECT IMMEDIATELY. �� ;�'ri'�;F �,,;F�
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4. CONTRACTOR SHALL PROVIDE TEMPORARY SECURITY FROM 7HE DEMOLITION PHA�E TO FINAL COMPLETION. 20 Prospect Street
Marblehead,MA 01945
5. CONTRACTOR IS TO PROVIDE ALL NECESSARY BRACING 70 SECURE THE STRUCTUff2AL INTEGRITY 781.631.5593
AND SAFE"fY OF ANY PERSONS UPON THE SITE. Fl�,Y 781.639.8070
6. CONTRACTOR SHALL REVIEW WORKING DRAWINGS IN THEIR ENTIRETY AND SHALL EBE RESPONSfBLE FOR
THE COORDIIVATION OF ALL SUBCONTRACTORS AND THEIR WORK.
r 7. CONTRACTOR SHALL CAREFULLY PATCH AND MATCH ADJACEIVT FWISHES AND MA�TERIALS
AND ASSEMBLIES DISTURBED AS A RESULT OF WORK.
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, • Stephenson and Brool�
, "� 86 Highland Avenue i�
,
Salem, MA �
Existing Elevation
Scale: �ia" = 1-0°
Date: July 31, 2006
TOWN BOARD
' APPLICATIONS
OLD & HISTORICAL: '
PLANNING: �
CONSERVATION: �
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I ZBA:
DRAWN BY:
ISSUE DATE: I
� ' REVISIONS:
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R Z A
ROI3ERT ZARTLLI
� A R C H 1 T E C T
� , 20 Prospect Street i �
, MarUlehead, MA 01945 ' I I
781.631.5593 '
� � FAX 781.639.8070
REPRODUCTION NOTE �
� � ' TIiC USE OF Rf:PRODUCTIONS OF THESE 'i
. CONTRACT DRAWINGS BY ANY CONTRACTOR, I
SUBCONTRAC70R,FAI3RICATOR,OR
, p MATERIAL SUPPLIER IN LILU OF
� PREPARA710N OF SHOP DRAWINCS SIGNIFIES ;
� � � HIS ACCEPTANCC OF ALL INFORMATION AS
r
CORRCCT,AND ORLIGATES HIMSELF TO ANY
JOf3 EXPENSE,REAL OR IMPLICD,ARISINC
DU(i TO ANY ERRORS TI IAT MAY OCCUR i
Hf RCON.
� � O�tiNERSHIP O�DOCUMEA'TS '
� � Tt115 DOCUMENT,AND THE 1DEAS AND �
� DESIGNS INCORPORATCD HEREIN,AS AN
. �'� INSTRUMENT OF PROFGSSIONAL SHRVICli,1S '�,
� 7HE PROPCRTY OF ROBERT 7ARELLI �
� ARCHI'IEC'I�AND IS NOT TO 6L USED,IN .
� W110L8 OR 1N PART,FORANY OTkiER ��
� PROJECT OR PURPOSE WITHOUT Tllfi
� W RITIEN AU"IHORIZATION OF ROI3ERT
ZARELLI ARCHITECI.
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86 Highland Avenue
- CONTRACi�OR TO NOTIFY THE ARCHITECT DURING THE �
' � ST�011"1, Mf� �
DEMOLITION PHASE TO REVIEW THE EXISTING STRUCTURE '� � ' �
� � AND COORDINATE DIMENSIONS OF THE PROPOSED WITH THE
STRUCTURAL REQUIREMENTS. , rOpOSPi Front
� � � Elevation Framing
' NEW (2) LVL 1 3�4��X 7 I �/s��
� EXISTING CEILING STRUCTURE Scale: 1" = 1-0"
Date: November 30, 2006
� NEW 2X 1 O" NAILED TO THE c
EXISTING CEILIIVG STRUCTURE
� (GABLE STUDS AND RIM JOIST) AND TOWN BOARD
I TO THE NEW LVL WINDOW HEADER APPLICATIONS
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2X4" BLOC I IG FOR THE P ELS
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OLD & HISTORICAL:
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---------------------------------------------------------- —
--------------------------------------- ----------- ISSUE DATE:
' 2X 11 O" @ 1 6" O.C. NAILED TO THE RIM JOIST AND TO
THE SIDE OF BOTH THE EXISTING AND NEW GABLE
STUIDS NEW WINDOW REVISiONS:
• I EXISTING RIM JOIST- DOUBLE IT W/ 2X 1 O" ULL LENGHT
i TfOP OF EXISTING _ _ __ ___ _________ ___ _____ _ EXISTING GABLE STRUCTURE_(PLATE ON TOP OF _ _ _ __ _ �
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� �RICK VEIVEER BRICK VENEER AND ZX4 STUDS) HAS TO BE
/AND EXISTIhIG WINDOW HEADER ADJUSTED TO RCCEIVE THE NEW OVERHANG
EXISTIN TOP WALL P E STRUCTURE AND GABLE PANELS - SEE WALL R Z A
� SECTION �
NEW (2) 2X 1 O' EDGER BOLT TO THE � (2) 2X 1 O BOLTED TO THE EXISTING GABLE STUDS RO B E R T Z A R E L L 1
i EXISTING STUD BOVE THE B I K VENEER O A R C II 1 T E C T
� 20 Pros ect Street
(2) 2"X4" JAC TUDS TO R UCE � p
THE SIZE OF T E EXISTING PENING � � Marblehead, MA 01945
781.631.5593
� i W • FAX 781.639.8070
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I (2) 2"X4." JACK STUDS TO REDUCE —�_�
THE SIZE OF THE EXISTING OPENING EXiSTING OPENING
�, REPRODLJCTION NOTT.
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CONTRACT DRA W I NGS[3Y ANY CONTRAC7'OR,
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' � . . , TIIC PROPI:RTY OF ROf3�RTZARP.LL1
� . � . ARCHITECT AND IS NOT TOI3E US�D,IN
� , ' WIIOLEORINPART,FORANYOTIIfR
EXISTING PLATEAND STUDS rRaecTokruePose���iTiiouTTiir
� W RITTEN AUTHORIZATION OF ROI3�RT
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86 Highland Avenue ' I
� NEW GABLE CONSTRUCTION ABOVE
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(2) 2"X6" JACK STUDS �\ n Scale: 1" = 1-0"
; Date: November 30, 2006
TO REDUCE THE EXISTING OPENING S1ZE � "" ---- HORIZONTAL AND VERTICAL
�
� � i . TRIM 5/4�� X 5 �/2�� «AZEK��
NEW GABLE FRAMWG � �---�
2"X4" AT 16" O.C. WIIVDOW SILL AND JAMBS "AZEK" 5�q��X... , � �
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NAILED TO THE EXISTING STUDS �� ON MOISTURE BARRIER i Ir __; TOWN BOARD
` �� HORIZONTAL AND VERTICAL �ON TOP OF THE EXIST. BRICK SILL) i i ; APPLICATIONS I
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TRIM 5/q. X 5/2 AZEK
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; OLD & ffiSTORICAL:
EXISTIING GABLE FRAMING TO BE CUTTO PROVIDE 2X 1 O" @ 1 6" O.C. NAILED TO THE EXISTING RIM I •
REQUIIRED WINDOW HEIGHT: JO(ST, EXISTING AND NEW GABLE STUDS ' PLANNING:
- FIRSlr: INSTALL 2X 1 O" @ 1 6" O.C. �
NAILEED TO THE EXISTWG 2X6" GABLE STUDS AND 3�4�� PANEL "AZEK" '
EXISITWG CEILING RIM JOIST (DOUBLE THE RIM JOIST) PRo�►oE B�o�K�N� D ETAI L O F' THE N EW WI N DOW JAM1B CONSERVATION:
� SECC�ND: CUT THE STUDS TO PROVIDE SPACE FOR THE INSTALL COMPANY SIGNAGE
ZBA:
NEw (:3) 2x1 2" HEADER ABOVETHE WINDOW CROWN MOLDWG
OPENIING(OVERHANG) IN THE BRICK VENEER PLANE A&M 571 3 (1 %g" X 6")
DRAWN BY:
1 _ , PROVIDE FLASHING
�� _ ISSUE DATE:
° HORIZOIVTAL TRIM ABOVE 'THE
--- '` EXISTING CEILING �_
� w1NDow 5/4" X 1 1 %2" "AZEK" REVISIONS:
2X4� BLOCKING ' HORIZONTAL TRIM ABOVE THE BRICK VENEER ON THE WINDOW SIDES
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'� � ' ' ' 5/4" X 1 1 �/z" "AZEK"' (OR 9%2" -VERIFY IN FIELD HEIGHT OF 7HE BR1CK VENEER
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REMOVE THE EXISTWG WINDOW HEADER AND I ___; BRICK VENEER
OPEN THE CEILING STRUCTURE TO INSTALL ___; HEAD 5/4" X 9%2" "AZEK" AND EXISTIIVG WINDOW HEADER
NEWHEADER (2) 3/q"X11 �/8" LVL __; ROBERT ZARELLI
---� JAMB 5�4" X 9%Z" "AZEK" A R C 11 1 T E C T ',
' __'� NOTE: .�,.
--� 20 Prospect Street
� ---' � -CONTRA�TOR SHALL VERIFY ALL DIMENSIONS AND REPORT MarUlehead� MA�1945
, ___� . , ANYANDALLDISCREPANIESTOTHEARCHITECTIMMEDIATELLY. � . •�81.631.SS93 II
_°=i � • COM'RAGTOR TO NOTIFY THE ARCHITECT DURING THE � ' FAX 78 L639.HO�IO I
DEMOLRION PHASE TO REVIEW THE EXISTING STRUCTURE �
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__ AND COORDINATE DIMENSIONS OF THE PROPOSED Wf�H THEE I
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--� � PREPARATION OF SI IOP DRAW WGS SIGNIFICS
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---� � � ' CORRECT,AND OI3LIGATBS HIMSGLF TO ANY �
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f THE PROPCRTY OF ROBERT 7.ARLLLI
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. WIIOLE OR IN FART,FORANY OTHER
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2`�X4�� @ �I G�� �.C. , � ZARELLIARCHITLCI. ';
PROVIDE CONTINUOUS 3�q�� PANEL "AZEK"
VERTICAL VENTILA710N PROVIDE BLOCKING
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', Stephenson and Brook i
srRucruRa�Nores 86 Highland Avenue
GENERAL: S1I0111 MA
ALL MATERIALS,WORKMANSHIP ANm DETAILS SHALL CONFORM TO THE LATEST EDITION OF THE MASSACHUSETTS STATE BUILDING CODE AND THE REFERENCE D. QUALITY CONTROL: � � �
STANDARDS INCLUDED THEREIN AS'WELL AS ALL OTHER CODES AND ORDINANCES THAT ARE APPLICABLE TO THIS PROJECT. CONTRACTOR SHALL MAKE PROVISIONS TO HAVE FOUR CYLINDERS CAST FOR EACH 50 CUBIC YARDS OF CONCRETE POURED OR FOR ANY ONE DAY'S
OPERATION.
THE CONTRACTOR SHALL FAMILIARI;ZE HIMSELF WITH THE CONTRACT DRAWINGS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT
ARCHITECT BEFORE PROCEEDING VWITH THE AFFECTED WORK. ANY VARIATIONS OR SUBSTITUTIONS OF MATERIALS OR DETAILS FROM THOSE INDICATED ON THE TESTING LABORATORY SHALL BE RESPONSIBLE FOR MAKING AND CURING SPECIMENS IN CONFORMANCE TO ASTM C31 AND TESTING SPECIMENS�IN Stnictural Notes
DRAWINGS MAY BE MADE ONLY WITIH PRIOR APPROVAL OF THE PROJECT ARCHITECT. ACCORDANCE WITH ASTM C39.
SHOP DRAWINGS FOR REINFORCING STEEL(INCLUDING ALL ACCESSORIES)SHALL BE SUBMITTED TO THE ARCHITECT AND A STAMPED APPROVAL RECEIVED � STRUCTURAL STEEL: �. .
BEFORE FABRICATION CAN PROCEEm. A. CODE CONFORMANCE: �
AISC-"SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDING.• Date: NovemUer 30, ZOOF)
NO MAIN FRAMING OR STRUCTURAL IMEMBERS ARE TO BE MODIFIED,ALTERED OR CUT WITHOUT THE APPROVAL OF THE PROJECT ARCHITECT. � �. i .
AWS-D1.1-80 STRUCTURAL WELDING SPECIFICATIONS. � ,
� FOR EXACT LOCATION OF FLOOR AN'D ROOF OPENINGS, SEE ARCHITECTUR4L AND UTILITY DRAWINGS. . ' � � I �
B. M,ATERIALS:
THE CONTRACTOR SHALL BE RESPONSBLE FOR ALL JOB SAFETY DURING CONSTRUCTION INCLUDING BUT NOT LIMITED TO SHEETING,SHORING AND GUYING STRAJCTURAL SHAPES, PLATES-ASTM A36. � � I
STRUCTURES, BARRIERS AND SIGNA�GE. � TOWN BOARD
�, PIPE COLUMNS-ASTM A53, GRADE B,TYPE E OR 5,SCHEDULE 40. �
ALL STRUCTUR4L DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND SHOP DRAWINGS AND SPECIFICATIONS. STRNCTURAL TUBES ASTM A500. � � � APPLICATIONS I
i
UNLESS OTHERWISE INDICATED, DE1fAILS SHOWN ON ANY DRAWINGS ARE TO BE CONSIDERED NPICAL FOR ALL SIMILAR CONDITIONS. BOLTS:CONNECTIONS-ASTM A325X , �. .
� ANC�iOR BOLTS-ASTM A307 '
THE GENERAL CONTRACTOR SHALL�E RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, CO-0RDINATION OF OTHER TRADES AND TECHNIQUES TO
PRODUCE A SOUND AND QUALITY BUIILDING. ALl DIMENSIONS, ELEVATIONS AND CONDITIONS MUST BE VERIFIED BY THE GENERAL CONTRACTOR OR WELDING ELECTRODES-E 70XX SERIES. � OLD cC HISTORICAL: I �,,
RESPONSIBLE TRADES.
� PAIN'T,APPROVED PRIMER-2 MILS THICK. �� .
PLANNING:
DESIGN LOADS: C. EXECUTION: ��
LIVE LOADS � FABFtICATION: SHOP FABRICATE TO GREATEST EXTENT POSSIBLE BY WELDING. PROVIDE ALL BEAM STIFFENERS,COLUMN CAPS AND BASES,HOLEES I
1. ROOFS-SNOW 30 PSF ON MAIN RO)OF(NlITH ALLOWANCE FOR DRIFTING) AND�CONNECTIONS. SUBMIT SHOP DRAWINGS FOR STEEL MEMBERS PREPARED FROM FIELD DIMENSIONS,FOR APPROVAL BEFORE PROCEEDING 1WITH CONSERVATION:
2. FLOORS (RESIDENTIAL)-40 PSF FABR2ICATION. . � � � i
3. NON-HABITABLE ATTIC-30 PSF .
WIND LOAD-ZONE 3 EXPOSURE B-BIASIC PRESSURE 21 PSF FOR HEIGHT 0->50 FT. ERECTION: PROVIDE ANCHOR BOLTS, LEVELING PLATES AND ALL NECESSARY HARDWARE TO ERECT THE STEEL PLUMB AND SQUARE. PROVIDE ZBA: �
EXTERIOR DECKS-60 PSF TEMPORARY BRACING UNTIL FLOORS OR WALLS<�RE IN PLACE.
CON1fRACTOR SHA.LL FIELD TOUCH UP ALL ABRASIONS,BURNS,AND SIMILAR DEFECTS IN PAINT OF THE STRUCTURAL STEEL. Dj��7�Ij� gY:
FOUNDATIONS: � .
EXCAVATE TO LINES AND GRADES REQUIRED TO PROPERLY INSTALL THE FOUNDATIONS ON UNDISTURBED SOIL OR CONTROLLED STRUCTURAL BACKFILL LINTELS SHALL BE PROVIDED OVER ALL OPENINGS IN MASONRY WALLS ACCORDING TO THE FOLLOWING SCHEDULE UNLESS OTHERWISE NOTED:
APPROVED BY THE ENGINEER. REMO)VE ALL SILTY TOPSOIL OR OBJECTIONABLE MATERIAL FROM UNDER SLABS ON GRADE. ALL EXCAVATIONS SHALL BE DRY ISSUE DATE:
I
BEFORE PLACING ANY CONCRETE. OPEWINGS UP TO 3'-0" L3'/: X 3%: X 5/16 3%z"LEG VERL � . . �� I
3'-0"TO 4'-6" L4 X 3'/, X 5/16 4"LEG VERT: � ' �
EXTERIOR WALL FOOTINGS ARE TO BfE PLACED ON APPROVED SOIL,AT A MINIMUM DEPTH OF 4 FT. BELOW THE LOWEST ADJACENT GROUND SURFACE EXPOSED 4'-7"7�0 6'-0" L5 X 3 Y:X 5I16 5"LEG VERT. REVISIONS: !
TO FREEZING. ANY ADJUSTMENTS OFF ELEVATIONS OF FOOTINGS DUE TO FIELD CONDITIONS MUST HAVE THE EXPRESSED APPROVAL OF THE ARCHITECL � 6'-1"Tf0 8'-0" L6 X 3%,X 5116 6"LEG VERT. � . �� I
ESTIMATED ELEVATION OF BOTTOM O)F FOOTINGS INDICATED THUS[00'-0'�. 8'-1"Tf0 10'-0" L7 X 3%,X 5/16 7"LEG VERT.
10'-i""TO 12'-0" L7 X 4 X 318 7"LEG VERT. � i
SOIL BEARING CAPACI7Y-MATERIAL,i UNDISTURBED SOIL OR CONTROLLED STRUCTURAL BACKFILL HAVING ALLOWABIE BEARING PRESSURE OF 4000 PSF. PROVfIDE 8"BEARING EACH END OF LINTEL AND OPJE L FOR EACH 4"OF WALL THICKNESS. �
BACKFILL THE EXCAVATION WITH APP'ROVED GRANULAR MATERIAL PLACED IN 6 INCH LAYERS AND COMPACTED TO 96 % �ENSIN AT OPTIMUM MOISTURE � � . � �
CONTENT,AS �EFINED BY ASTM D155'�7, METHOD D AFTER BOTTOM OF EXCAVATION HAS BEEN APPROVED BY ARCHITECT. STRU�CTURAL LUMBER: - � - ,. � " "
- � A.COIDE CONFOR67nNCE: �
BACKFIL�ING AGAINST FnUNDATION WALLS TO BE DONE ONLY AFTER WALLS ARE BRACE�TO PREVENT MOVEMENL . NATIO�NAL FOREST PRODUCTS A�SOCIATION"NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" INCLUDING SUPPLEMENT. R Z A II
AMERCICAN INSTITUTE OF TIMBER CONSTRUCTION"TIMBER CONSTRUCTION STANDARDS"-AITC 100. ' RO B E R T Z A R E L L I I
CONCRETE WORK: �
I
A.CODE CONFORMANCE: U.S. D[EPARTMENT OF COMMERCE-PS 20 FOR LUMBER. � A R C tl 1 T E C T �i 'i
COMPLY WITH THE LATEST RECOMMECNDATIONS OF THE FOLLOWING STANDARDS: I
U.S. DfEPARTMENT OF COMMERCE-PS 166 FOR SOF7WOOD PLYWOOD. � �
. ACI 301 -STRUCTURAL CONCRETE FOFR BUILDINGS � . � � �� ZO PfOSjlOCt SfCOet '�
' ACI 315-DETAILING REINFORCING STEEL ' � U.S. DEEPARTMENT OF COMMERCE-PS 56 FOR STRUCTUR4L GLUED LAMINATED TIMBER.
• aa sa�-FORnnwoRK Marblel�ead, MA 01945 'i C
• ACI 318-BUILDWG CODE REQUIREMEINTS FOR REINFORCED CONCRETE � . AMERIICAN WOOD PRESERVES INSTITUTE-ST-1 STANDARDS. � �HI.E>31.SS93 �, �
ACI 322-BUILDING CODE REQUIREMEWTS FOR STRUCTURAL PLAIN CONCRETE
B.MATfERIALS: � FAX 781.639.g���
B.MATERIALS: SOLID LUMBER(19%MAXIMUM MOISTURE CONTENT) �
CONCRETE:APPROVED READY MIXED CONCRETE HAVING AN ULTIMATE COMPRESSNE STRENGTH OF 3000 PSI AT 28 DAYS FOR FOUNDATIONS. SLUMP 3-5 INCHES. STUD�-2X4 OR 2X6;HEM-FIR#2 OR BETTER. , , �, � ��,
MAXIMUM 5 Y:SACKS CEMENT PER CU�IC YARD. EXTERIOR SLABS,GARAGE SLABS,STEPS, PORCHES SHALL HAVE A COMPRESSIVE STRENGTH OF 3500 PSI,AIR MEMBERS-2"TO 4"THICK,5"AND WIDER; SPF SELECT STRUCTURAL#2 OR BETfER. � ,
ENTRAINED,AT 28 DAYS. • POSTS-SPF SELECT STRUCTURAL#2 OR BETTER. I
'� BUILT-UP BEAMS-SPF SELECT STRUCTURAL#2 OR BETTER [FbMIN= 1200 PSI, EMIN=1400 KSI j � ' ' j
REINFORCING: DEFORMED BARS-ASTM1'vi A615 GRADE 60 EXCEPT TIES AND STIRRUPS MAY BE GRADE 40. WELDED WIRE FABRIC-ASTM A185. R�PRODUCTION N07'G
LAMINATED WOOD HEADERS AND BEAMS-"MICROLLAM LVL"HEADERS AND BEAMS AS SUFPLIED BY TRUS JOIST MACMILIAN CORPORATION,OR , THE USE OF REFRODUCTIONS OF T11ESE
FORNNVORK:SMOOTH PLYWOOD FORNAS FOR EXPOSED SLABS OR VERTICAL SURFACES. BOARD FORMS FOR FOOTINGS OR UNEXPOSED CONCRETE SURFACES. EQUNALENT.[ FbMIN=2700 PSI, EMIN=2000 KSI] � CONTRACT DRAWINGS I3Y ANY CONTRACTOR,
FORMS PERMITTED.
SUBCONTRACTOR,FABRICATOR,OR
� JOISTS-"TJI"JOISTS AS SUPPLIED BY TRUS JOIST MACMILLAN CORP.,OR EQUIVALENL � MA7LRIAL SUPPLIER IN LIEU OF
GROUT:NON-METALLIC, NON-SHRINK Tl'PE UNDER BASE PLATES OR BEARING PLATES. PRHPARATION OF SHOP DRAWINGS SIGNIFIBS
�. BOLTS, NUTS AND WASHERS-ASTM A307, HOT DIPPED GALVANIZED CONFORMING TO ASTM A153. � HIS ACCEPTANCC OF ALL INFORMATION AS
C. EXECUTION: CORRECT,AND 06LIGATES I IIMSGLF TO ANY � �
CONCRETE:PLACE CONCRETE BY APPPROVED METHODS OF ACI 304. . � NAILS-COMMON WIRE,EXCEPT BARBE�NAILS AT PLYWOOD SHEATHING. GALVANIZED NAILS AT EXPOSED FRAMING. , � , �, JOI3 EXPENSE,REAL OR 1MPLl6D,ARiSING I �
� DUG TO ANY ERRORS THAT MAY OCCUR �
REINFORCING: PLACE REINFORCING U�ING STANDARD BAR SUPPORTS TO PROVIDE PROPER CLEARANCE AND PREVENT DISPLACEMEPIT DURING CANCRETE METAL CONNECTORS-APPROVED ITEMS OF PROPER TYPE AND GAUGE AS INDICATED ON DR4WING, HOT DIPPED GALVANIZED. HERfsON. �I '
OPERATIONS. LAP CONTINUOUS BARS�40 DIAMETERS. � � � O�LNF.RSH[P O�DOCUMENTS �. �
PLYWOOD-APA RATED SHEATHING WITH EXTERIOR GLUE. THIS llOCUMENT,•AND THE IDBAS AND �
MINIAIUM CONCRETE COVER: ROOF 5/8"THICK-32/16 . . � �. DESIGNS INCORPORATCD HEREIN,AS AN
CONCRETE PLACED AGAINST EARTH-� IN. WALLS %"THICK-32/16 � INSTRUMGNT OF PROFCSSIONAL SERVICC,IS
FORMEDCONCRETEEXPOSEDTOEARTH,WEATHERORWATER-21N. SUBFLOORS'/."THICK-32/16 THEPROPLRTYOFROI3CRTZARELLI II �
SLABS ON GRADE-1 IN. FROM TOP ARCI IITCCT AND IS NOT TO I3E USED,IN I '
FRAMED SLABS, NOT EXPOSED TO WEPeTHER-'/. IN., EXPOSED TO WEATHER-1 IN. � PRESSURE TREATED WOOD AT ALL EXPOSED FRAMING WITH APPROVED CLEAR WATER BORNE PRESERVATIVE. ALL MEMBERS TO BE STAMPED BY W}{OLG OR lN PAR7',FORANY OTHI:R I ��;
. APPROPRIATE AGENCY. PROJECT OR PURPOSC WITFIOUT Tf1E �
FORMWORK: PROPERLY BRACE AND SHORE FORMWORK TO MAINTAIN ALIGNMENT AND TOLERANCES IN ACCORDANCE WITH ACI 347. ' WRIITEN AUTHORIZA?ION OF ROBGRT
C. EXECUTION: � �
� ZARELW ARCHITLCI.
REINFORCING BARS SHALL BE PLACED IN ACCORDANCE WITH THE LATEST EDITION OF CRSI "RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS". ALL WOOD MEMBERS TO BE NAILED IN ACCORDANCE WITH MASS. STATE CODE TABLE 3606.2.3a. � � '
ALL WELDED WIRE MESH SHALI CONFORM TO ASTM A185. LAP TWO SQUARES AT ALL JOINTS AND TIE AT 3'-0"ON CENTER. PLYWOOD SHALL 8E NAILED AT 6"ON CENTER AT ALL JOINTS AND EDGES AND 10"dN CENTER AT OTHER SUPPORTS. PLYWOOD SUB FLOOR SHALL BSE � I�
GLUED TO JOISTS WITH APPROVED ADHESNE BEFORE NAILING. � � .
PROViDE TWO#5 BARS EACH SIDE OF ALL OPENINGS IN WALLS AND SIABS. BARS TO EXTEND 24"BEYOND EDGE OF OPENING. (FOR SIZE AND LOCATION OF � I 'y
OPENINGS,SEE ARCHITECTURAL, MECHANICA�AND ELECTRICAL DRAWINGS). -' HURRICANE CLIPS SHALL BE PROVIDED AT ALL R4FTER ENDS. 'HI'SIMPSON � ,,,��""=" -" .
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DETAILS NOT SHOWN ON DRAWINGS SHALL BE IN ACCORDANCE WITH THE ACI DETAILING MANUAL(Aq 315). j� .�,%�' A i ' J �
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