24 PARALLEL ST - BUILDING INSPECTION ����
, �
`O Q The CummonNeal�h o(Massachusc�ts
—' Board of Bwlding Regulalions �nd StandarJs 7own of
` �� �a Nassachuseus Str�e Building Code, 780 CMR. 7'"edition �
(� �i� BwWing Dep�
\j Bwlding Permi� Application To Cunstruct, Rrpair, Renovate Or Demolish a �
Orie- ur T�ro-Fuinift•D��rlling
This Sec�ion For ORcial Uu Only
Bwlding Permi� Num r: Date Applied:
Signamre:
Bu Id� g rsvo pect o ildinye Date
SECTtON 1: SITE INFORMATION
I.1 Property Address• 1.2.��sesson Map& P�rcel Numben
�y P A,e� 1 � Q L � 7--� /t�� - � 13-o.z 30 -
I.I a Is�his an accepted sireet'!yes no Map Number Parcel Number
1.3 Zonin`Inform��lon: I.b���rt�Dlmens�onf:
5
Zoning Dis�nct Proposed Use Lo�Arn(sq It) Frontage�11)
1.5 BulldlnQ Selback�(R)
From Yud Side Yardn Reu Yard '
Required Provided Requircd Provided Required Provided
1.6 W�ter Supply:(M.G.L c.ao,SSo) I.7 Flood Zooe Informatlon: 1.8 Sewa`e Dlapoeal Sy�tem:
Zone: Ouuide Flood 2one? Munici a�On sile disposal system O
Public� Privarc O Check it es0 � �
SECTION]: PROPERTY OWIYERSHIP�
2.1 Owner�of Reeord: '
sr����v cJ - C�d�e�,� o2.�f �A�.� GLe�L rs'i
� Name lPrinq Address for Servicr. � ,
�iz8"- Ro2 � � i�5�
Signature Tdephone �,..
SECTION l: DESCRIPTION OF PROPOSED WORK°(ch«k all th�t apply) '
New Construc�ion O Existing Building O Owner-Occupied O Repairs(s) O Alteration(s) O Addition ❑
Demolition O Accessory Bidg. Numberof Units Othar O Specify� ���
Brief Description of Proposed Work7: �
Pa , 2 C'� r--i e �n� s— L� �� � x a � ' --
Q S S�i--i /�i L � �o ` sC 2 o i �' /9/E'Fi'l' � �nJ S A
SECTION�: ESTIMATED CONSTRUCTION COSTS
���m Estima�ed Costs: ORlclal U�t Ooly
Labor and Ma�eriala
I. Budding f I. Building Permit Fea f Indicatt how fee is de�ermined: lil
❑S�andard Ciry/Town Applicalion Fee
2. Elcetncal s O Toul Projec�Cost�(Item 6)x multiplier x I
J. Plumbing f 2. O�her Fees: f II
S. �lechanical IHVAC) S �i5f' I
5 Nechanical 1Fire 5 Total All Fees: S li
Su ression �
Check No. Check Amaune Cash Amount: '
6. Total Project Cost S�e�O Q� p p��d in Full O Ouulanding Balance Due: �!I
�
SECTION S: CONSTRUCTION SERVICES
S.1 Licensed Constructlon Supersisar�CSL) � �
' '• , .. Lircme Numbcr Eapvwwn Daie
.. Nyx uf CSL HplJer Li.i CSL Type I.cc belowl
• .—
T� Descn uon
AJJrcss
� U Unres�ncted u �o)5,000 Cu. Ft.)
� R Rcslncted I&1 FamJ DwelLn
5igremre . .N S1awn Onl
� RC Rcvdenu�l Roofin Coverin
Tclephone WS Res�Jrnual Wmdow and Sidin
SF Revdenual Sohd Fuel Bumin A liance Insnllahon
D Residennal Demoliuon
� 5.1 ReQlftered Homt Improvement Con�nctor(HIC) �
HIC Company Name or HIC Rryisvant Name Registrauon Number
Address
Eaprtation Dale
Signaturc Trlephone .
SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.C.L.c. 152.f 25C(6))
Wohero Compensation Insurance affidavit must be completed and submitled wilh�his application. Failure to provide
this afTdavit will result in the denial of the Issuance of�he building pertnit.
SigneJ ARdavit A�tuheJ? Ya .......... � No........... O
SECfION 7i:OWNER AUTHORIZATION TO BE COMPLETED WHEIV
OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
�. , as Owner of the subject properry hereby
� awiwrize tc act o.^.my behalf,ir:alf mx!ters
relauve lo work authorized by this building pertnit application.
Si natme of Owner Date
SECTION 7b:OWNER� OR AUTHORIZED AGENT DECLARATIOIY
�. , as Owner or Authorized Agent hereby dec�are
that the st tements and information on the foregoing application arc true and accurete,to the best of my knowledge and
�ne�� �/�' L� ✓J �'�—c��7`—I-��
Print N�'T�_/ / / C C7 A/�,��U S !/ /jCl /O /
Signaturc of Owner or Au�horized Agent Date
� Si ned under�he airo and nalties of r u
NOTES:
� I. An Owncr who oblains a building permit to do his/her own work,or an owner who hirea an unregistered contractor
�. (no�registered in �he Home Improvemen�Contractor�HIC)Program), will�have access to ihe ubitration
prognm or guaranty fund under M.G.L. c. 1 J2A. Other importmt information on the HIC Program and
' Consuuction Supervisor Licensing(CSL)can be (ound in 760 CMR Regulations I IO.Rb and I IO.RS, respec�ively.
� 2. When substamial work is planned,provide�he in(ortnation below:
� Toial Ooars area(Sq. F�.) (including garage, finished basement/a�tics, decks or porch)
. Gross living area ISq. F�.) Habi�able room count
Number o(�replacee V umber of beJrooms
Number o(bathrooms Vumber of halGbaths
Type of heaung sysiem Vumber o(Jecks/ porches
Typeo(coolingsys�em Enclo.ed Open
1. 'Toul Pro�ec� Syuare Foo�age"may be ,ub+um�eJ fo��'Tu�al Pro�ect Cost"
✓��I/a3G
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ESSEX SURVEY SERVICE. 1958 - 1986
OSBORN PALMER 1911 - 1970
BRADFORD & WEED 1885 - 1972
PLOT PLAN OF LAND
I,OCATID IN
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. �E: ��G�� `U �� ,pNo.31317 �
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REFERENCE: l`"L BK ���ll PG � C istopher R. Me . ��IS��
104 LOWELL STREET
PEABODY, MASS. 01960
- (978) 531-8121 .
FAX: (978) 531-5920 �
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Professional Land Surveyors B Civil Engineers
ESSEX SURVEY SERVICE 1958 - 1986
OSBORN PALMER 1911 - 1970
BRADFORD & WEED 1885 - 1972
PIAT PLAN OF LAND
I�OCATID IN
S�rLEM rtnss.
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REFERENCE: l<L BK l3�'ll PG j C istopher R. Me ����
104 LOWELL STREET
PEABODY, MASS. 01960
� (978) 531-8121
FAX:(978) 531-5920 �
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. 95 .5
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SPACED 24" OC, SET 3" FROM FACE OF FOOTING
� Ln°""" ""' a ' ' S/B" DIA. HEADED BOLT REOUIRED UP TO 25'-0" wIDE
"' —'�^'^� 5/8" DIA. HEADED BOLT REOUIRED 30'-0" WIDE AND GREATER
t� � „n,w,,,,r. MAY USE DRILLED WEDGE TYPE ANCHOR
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g e $R ��-l�usn
e d L BRACKETS AND ANCHOR BOLTS NOT SUPPLIED WRH BUI�DING
� � o��oc �� L BRACKETS MAY BE PURCHASED FROM YOl1R
SEC B-8 US BUILOINGS SALES REPRESEMATIVE OA LOCAI. HAFDWAftE STORE
c[rveren�Nores vouuonnory rvores nrecr: PnN[�oaa eNownu vANe�onTA LEGAL NOTE
oE=��� oara��A��oROA��E w��� .�=�A=�E,_ss U S B u i I d i n g s
. ALI.M4iERIqL MIO WORttMnNSHIP SH�LL LONfOiN�WIiN i! i4E FOUNOLiION ON iHE DFFWING IS A SUGCESiED — (i�EOIIiPPE�)
� MA%IMUM ROOF LIVE LOAD (P5�=pp a�y a�plw�lo�o�ut.e�wmy m.nma ar m pan�i.nAai�
' iHE flEOVIFLM1IENIS Of IHi L91ESi flEVI510N Of ME SOIVlION ONL'!.CHPNCF.S 1MV�C NELESSRFY OVC � �
iBc 2003 em�owc cooe/MnSc�iM eortiory *o m��euwixs eEouunorvs npo srte carvonm�s. P4� GROIIND SNOW LOAD (PSf� = 50 �omlme�.n�re.e eol�g�o.w ea e�+=���ae�mar m�wu t t82 EAST NEWPORT CEMER�RNE
extent ol ue mw. DEERRELD BEACH, FLORI�A 33442
o[si . ME FourvOniiOx SrvnLL BE Pomv�E�Ory qqluFnL V:WIND VELOCIIY(MPH) _ ��[1 ' �
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nusvrsiEcoe9erv� o usi crso-iaFo arvo mm uNm=mAeEo�m�dP,ia�[o�snF[�r sasinixiuc N — R VISIONS�.
7 � �`P� �.i. _
SBSMIC OESIGN CATEGORY = 0 �. �— ENGWEE4' pRAWN BY �. APPROVE� BY:rvAEEM AKHTER E
14�0 PSF.IHIS SHNL 9E�ESGNEO i0 NLLT R61Si �� �n�� ��•.
z. no�aos oix[a�xnry mosc av[x uxoca�oesiery pi�Rora.iory ar*ue e se oF ixe nacn. eoLTS�. Sn6". t e. 3/a" GRaDE 2 5nE oR,tSTM a1m 2a„ � I �s�,SN�FMqs ^I
MIA"BELOW SMPLL 6E INPOSEO ON iN["SiF11L111PE" Z, SUB 01J GMOE SIWLL BE PLqCEO ON WELL CO,nPPCiEO I � � � �V" 5��' ly.�.�. CHECKED BY' NAEEM AKMEF
STEEL FOOF PANEL GUGE = 22GA
3. iH[SiRIICiVIUL OESICN O[IMIS 6UILOINC IS'BFSE�ON SOIL CAPP6LE OF SIISiNNING 1004 PSi WrtXOUi �5 2
asserna�v m[xut nccoeou�ce wury Ea[enory eurvs vaemne�e sev�meN[ STEEL FAVE PANEL GAUGE =22 GA / I � O � �ATEE OROER NO
STEEL SIDEWALL PANEL GFUGE = L2Gn s 'M'N � ]/30200o g:042B AM �Z�—� 83� �
wsreuenoxs.Fuwae m ro�mw.xese Pvws �. nPaaorsssiorw�ervcwcee sxaum ec ee*uxco _� � AK eR �"
SN2LLBEiuESOL[-4ESP01lSi�ItIttO(IrvEERECiOR. M'rvERE5liEcanDlilorv5w}aPArvl_ S�EELENDIYALLPANELGAUGE � ZZG4 � '�1 CUSTOMER �.STEVEN CODDENS
GALVAWMc SHEET SiEEL � N�. JQ y �
a_ammmewus�e[oAou*[omruc[ orvceineneaes pE51GNDAiA MATERNLS STRUCTIIRALQUALIiVA4M5PECIFICAiIONA�92-94 �—in" 24 PARALLEL STREET
aaE cawrzo<i+o ncv�uco w oaow m aFncn Fuu � � 55� awMiNUM-zwc n��or(Hot oia coFnNc) �F � Q � nddPess:
mnows cwvnan. am�oixc is weaecr.o cousase i. wxcaere r�=±soo Psi�ra onrs.nm �Z55 - '°F -T EP �H'�
r.rvm vu�n aeom[o umaoirve ro wsevcnoxs. z. aewroacixc sieei�Ano[no,vy=ao rcsi,nsm w5�s pgM q�92 GRADE 50 a ( N �[P� Clty. S:ate Zi
,/�r= , o A /oQ SALEM, MA P ' 01970
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'��� ��,Mi� t� SPACED 24" OG, SET 3" FftOM FAGE OF FOOiING
5/8" DIA_ HEADED BOLT REQWRED UP TO 25'-0" WIDE
� ���� � ����� 5/8" DIA_ HEADcD BOLT REQUIRED 30'-0" WI�E AND GREATEft
'�a W �w - � MAY USE DRILLED wE�GE 11'?E ANCHOR
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5 '-r^�+ L BkACKETS AND ANCHOR BOLTS V'OT SUPPLIED WITH BUILDING
� = �� L BRACKEfS MAY BE �URCHASED FROM YOUR
SEG 6-B US BUILDINGS SALES REPRESENTATWE OR �OCAL HAftDWAFE STORE
ceNean� NOTes vounonriory NOTes arecH anrve�onra ervownu vaNe�onin LEGAL NOT�
DESIGN OATA IN ACCORDANCE WITH AUSUnS[E)-98. ���• ���������
. aLL NAiERwL M'0 wOFM1AAN5XIP SHnLL CONfO�'n wlix YOiE:irvE fOUN�ailOry Ox irvE ORA'Nlrvc IS A SV4GESiE� MA%IMUM ROOF LNE�OFO PSF (li EaNFPEo)
iHE REOIIIPEMENIS O�iNE IAiESi.qEVI510N Of iFE SOIUiION ONtY.CH.WGES M4Y p£NCLESSPPT pUE ( , Z� Pvy duplc�on o�e�ia arw�ng�ie v�ale or�in poM1 e aWclly �d�
iBc 2oa5 em�oiNc LooE/upec�iv eorti0m m mcx emmimc eecuunoms amo suE coxoi*loes. P9' GROUNO SNOW LOAD (PSF) = 50 iomieee�. �o�a oi�y:o.� e p�:amee wne.me iwi ��g9 QqST NEWPORT CENiER DRNE
. rrv[rauxoeriary sxAu e[raurvo[o oei numan� V:WIND VELOCItt(MPHJ = ��0 J +=•t oi me mw. DfERFlELD HEACH, FLORIDA 33442
oescrc nmoeoirvc ro nisi crso-�rero auo wim � /+'���I z
nrvsveme v-se. uttmnuFeEu mil uvne�E OF 5>vELv SusnwwG SE6MIC DESIGN CAtEGORY = 0 " � �%� 6VGINEER'S REV610N5:
t000 PSF_ix15 SHFLL eE O[ScrvE�LO NLLr PESISi rt� ��vyl I I DRAWN BY_ APPROVED BY_NAEEM AKIf�ER
2. NO LOMS OlXEP!HM'IHOce CNEN VNOEfl"OESIGN qLL flOiqilON Pi iHE BASE Of iHE ARCN. EOLTS�. 5/16�� x �8 v. }�q" GRA�E 2 SAE OR ASTM A30J 1I ��
onu��eE�owsrvnue[iuvos[oorvirvE's�auaue[�� ��.�� °��`�` � ��F*'1S SCAIE'. N.T.S. CHECKE� BY�. NnEEMnKHfER
2 SN9 ON GNaE SNPLI 6E�UCED ON WEll COMPPLiED STEEL ROOF PANEL GAUGE = 22Gp � S
- .�iNE�SiRVCiVINL�0E51GN Of tH15 BIIILOINC IS 6�SE0 ON SOIL CPGPPLE Of SI151NNING 1000 P5l WiIry011i -f- 3 9C�
STEEL EAVE PANEL GAIIGE = 22GA a� DATE ORDER NOn oz
assanan m eran n[coAonrvcewnry eaemiory aia+s maeea.+e�e se�i�[mem. 4EEL SIDEWALL PANEL GAUGE = 22GA I' ` ' 9 .M.N � G U30/2��9 9�09'28 PM -LO—� uJ� �
' xs veiwFc m ro�mw rner_>urvs �. n>aovcssa�ai erveiw�ee sxaum ee errrweo __�^ AK ER �
srec� eNown��aa�vE�cauce -STEVEN CODDENS
s�wu ee irve so�e aesaorvsremrc o�ixe caec*oe. vmee¢s*c corvoirious waaw.rv�. - ���A I i - � -mi CUSTOMER
GALVAWME S4EET STEEL
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�anoom cxaum. eu m rvc s sueaeci ia ca�wvse �. corvcasre r�=xmo asi�zs oare,orn qZgg F &T Ep �?�" ' Ca . State ZI
iv Nor r���r oAomeo<ccoaoiNc ro i�s�e�cnoHs. s. a�NFoenH�s�ee���oe.o,Fr=+o ksi.as.0 as�s asrM n�92 cat��so � �s, /_ `r3/pNA�EN�' ' � v �SALE M� M/i P` �� 9 70
5. ceounNc xo*xec[554sr ir usrvc umus*ewi nacx 3� w�w�F.%-ss xs.unn eias 50 K51 MINIMUM YIELD � .
[OrvxECioR. + �oN�RER mix SrvpLL couiniry id5v FlgER eOxPoqCiNG 65 KSI MINIMIIM TEN9LE
o Mooe� A 20'W x 12.062SH �'eneral Arrangement