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10 CROSBY STREET - BUILDING JACKET 31 cx � � ��9 , � - i �l - l3 ,� The Commonwealth of Massachusetts Department of Public Safety Massachusetts State Building Code(7S0 CMR) Building Permit Application for any Building other than a One-or Two-Family Dwelling .. . � � (This SecHon For Official Use Only) � . . � �� .� . . .. Building Permit Number: � �Date Applied: � � Building Official:. '` �� ` . SECTION 1:LOCATTON(Please indicate Block#and Lot#for locarions fm which a street address is not available) � �o Crosdu SI- . S�le,,,� M,� 0/9 �o ni/9- No.and Stre t City/Town -Zip Code Name of Building(if applicable) . '"�� " � � $'. � � .�.SECTION 2:PROPOSED WORK � � =r` . . .' . .' Edition of MA State Code used_ If New Construction check here fd�or check all that apply in the two rows below Existing Bu$ding❑ Repair❑ Alteration ❑ AddiHon❑ Demolition O (Please fill out and submit Appendix 1) ', Change of Use ❑ Change of Occupancy ❑ Other Speci[y: 0✓C v o[� '' Are buflding plans and/or construction documents being supplied as part of this permit application? Yes No ❑ Is an Independent Structutal Engineecin Peer Review rgquired? �� / / / Yes ❑ No � � BriefDescripfionofProposedWork:__�J,�/'ovo+�f l�OOL �'7L/}��C✓�� LaTw��K � � —. i ti . � y e i n � m On �' z . SECTION 3:COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATION,:9DDITIO ,�t " - � ..:� CHANGE IN USE OR OCCUPANCY ' - ' _ � "`�-` �� cn�^� � Check here if an ExisHng Building InvesHgaHon and Evaluation is enclosed(See 780 CMR 34) � �7 Existing Use Group(s): � Proposed Use Group(s): � - -- � :.. . � SECTION 4:BUILDING HEIGHT AND AREA�� ., x=�� '� - I �Existing � Proposed , No.of Floors/Stories(include basement levels)&Area Per Floor(sq.h.) . Total Area(sq.ft.)and Total Height(ft.) �� °-'r,�.�- 'SECTION @i USE GROUP,(Check as applicable), . .r,�,„„`, � A: Assembly A-1 O A-2❑ Nightclub ❑ A-3 ❑ A-4❑ A-5❑ B: Business ❑ E: EducaHonal O� , F: Facto F-1 ❑ F2❑ H: Hi Hazazd H-1 ❑ H4❑ H$ ❑ H-4❑ H-5❑ � I: InsHtufional I-1 ❑ I-2❑ I-3❑ I-4❑ M: MercanHle❑ R: Residential R-1❑ R-2❑ R-3❑ R-4❑ S: Stmage Sl ❑ S2❑ U: Utility❑ Special Use�and please describe below: Special Use: j � � � � � � � SECTION 6:CONSTRUCTION TYPE(Check as applicable) " :�� ' � � - IA ❑ IB�❑ IIA ❑ IIB O IIIA 0 IIIB � N ❑ VA ❑ VB O _., , ,� ,� SECTION 7:STTE INFORMATION(refer to 780 CMR 111.0 foc details on each item) � �:.., •.� ��-� Water Supply: Flood Zone Information: Sewage Disposal: Trench Permih Debris Removal: Public A trench will not be Licensed Disposal Site❑ C� Check if outside Flood Zone❑ Indicate municipal❑ Private❑ or indentify Zone: or on site system❑ required O or trench or specify: permit is enclosed❑ Railroad right-of-way: Hazazds to Air NavigaHon: A1A Historic Commission Review Process: Not Appticable❑ Is Structure within airport approach area? Is their review completed? or Consent to Build enclosed❑ Yes O or No❑ Yes❑ No ❑ > . ' � SECTION Si CON1'ENT OF CERTIFICATE OF OCCUPANCY =��-� . � � Editlon of Code: Use Group(s); Type of Construcfion: Occupant Load per Floor. . I Does the buflding contain an Sprinkler System?: Special Stipula6ons: � ��1�?'T TD E-l�O • �'512� I�� 'SECTION 9: PROPERTY OWNER AUTIIORIZATION � � - �� Name and Address of Property Owner �a�c�t + �a�qvd�he 7a�no�,' l b C�esb�_r f- $'d le.� M/J- �_�� Name(Print) No.and Street City/Town Zi P Prro'perty Owner Contact Wormation: (fTprh �-OWn eT � !�'�Z� 07$�Q - - n/�� Tifle Telephone No. (business) Telephone No. (cell) e-mail address I/f�a�pplicable,the�Jpro�er owner hereby authorizes c.� /� (rt��Ya��r No013 �a�/• y�ls �o5fth �'/ � d s?7�L� /�1� �/9�3 Name Street Address City/Town State Zip to act on the ro er ownefs behalf,in all mattecs relaflve to work authorized b this buddin ermit a IicaHon. Y.�,, t � SECTION 10:CONSTRUCTION CON'TROL(Please fill out Appendiz 2) . ' -�� . - If buildin is less than 35,000 cu.fr.of enclosed s ace and/or no[undec Construction Control then check here O and ski Secfion 101 10.1 Re �istered Professional Res onsible for ConsWcHon Control � �� Name(Registrant) Telephone No. e-mail address Reg' 'o � umber Street Address City/Town State Zip Discipline Expirafion Date 10.2 General Contractor .. . `.. -..:._- � � .�.._ �,. -�. � . " . y *;: .:: ; - G��Q��- Poo�s co�, . Company Name Pefie� de Be�„ardo t�� . � 1Z993/ �e�p lI' 23 �is) Name of Person Responsible for Construcrion License No, and Type if Applicable y3s �os�n S� . _�r .t�i�el' �} o! Street Address ity/Town State Zip �� Z 2 �/7f� fsz. /9 ZX ne�er @ usasw��,,co,�, Tele hone No. business Tele hone No. cell e-mail address � SECTION 11:WORKERS'COMPENSATION INSURANCE AFFIDAViT M.G.L.�c.152.§25C 6 � �� A Workers'Compensation Insurance Affidavit from the MA Departrnent of Industrial Accidents must be completed and submitted with this application. Fadure to provide this affidavit will result in the denial of the' suance of the building permit. Is a si ed Affidavit submitted with this a lication? Yes�No O .SECTION 12:CONSTRUCTION COSTS AND PERMIT FEE �^'{' ' "` � �� . Item Estimated Costs:(I.abor and Materials) Tofal Construcfion Cost(from Item 6)_$ 7�79.f�0 6 1.Buflding $'Z � � Building Permit Fee=Total ConstrucHon Cost x�(Insert here 2.Electrical $ appropriate municipal ctor)_$_f_'"Jsj-s 3.Plumbing $ 4.Mechanical (HVAC) $ Note:Minimum fee=$ �1�� (contad municipality) 5.Mechanical Other $ Enclose check payable to C i� a F Sa/EM, Mq ts 4��ut - 6.Total Cost $Zy7Qs•py (contact municipality)and write check number here ,�;i � ��,^SECTION 13:SIGNATURE OF BUILDING PERMIT APPLICANTs.r;.. ,�:.,� -^�'�,�. fP� _�,N By entering my name below,I hereby attest under the pains and penalfles of perjury that all of the information contained in this applicafion is true and accurate to the best of my knowledge and understanding. ��'e,r t�e, e�nar� �'bval�✓ �oo�s Coi� . ��CS. �gFl7 Zyz��_ y Ple�S��rint�nd y}gn n� ' I �� n ,� nDo'S Title Telephone No. Date ��VI,I/� (�Ci�� 01,�3' i,(� t � � Sfreet Addres 'ty/ own Stat Zi 35 o t- � o�l S3 � � �,, _ $�/� Municipal Inspector to fill out this section upon applicaHon approval: t - • Name Date � The Commonwealth of Massachusetts . Department of Indusdial Accidents O�ce ojlnvestigations 1 Congress Sbeet,Suite]00 �� Boston,MA 02114-2017 www mass.gov/dia Workers'Compensation Insurance Affidavit: BuilderslContractors/Electricians/Plumbers Aoplicant Information Please Print Leeiblv Name(susiness/OrganizationMdivlduaq: GIBRALTAR POOLS CORP. Ad�leS$:435 BOSTON STREET C1TYI SI3IC/ZIp:TOPSFIELD MA 01983 PhOne#:978 867 2424 Are you an employer?Check the appropriate box: � Type of project(required): i.0 I am a employer with °Z 4. � I am a general wntractor and i employees(full and/or part-time).` have haed the sub-contractors 6. ❑New construction � 2.� I am a sole proprietor or parmer- Iisted on the attached sheet. 7. ❑Remodeliug ship and have no employees These sub-contractors have g, �Demolition , workin for me in an ca aci employees and have workers g Y P h'� 9. ❑Building addition [No workers' comp.insurance comp.insurance? � required.] 5. ❑ We are a corporation and its �0.❑ Electncal repairs or additions 3.� [am a homeowner doing all work officers have exercised their I 1.�Plumbing repairs or additions myself [No workers' comp. right of exemption per MGL �Z.� Roof repairs insurance required.]1 � c. 152,§1(4),and we have no �3.�OLhe�ONGROUND POOL ' . employees. [No workers' ; comp.insurance required.] �i 'My applicenl thet chccks box NI must also fill out the sectioo below showing Ne'v workers'compensariou poficy infotmaiiou. ' r Homeowners who submi�ihis affidavi�indice�ing they are doing ell work and then hire omside contrnetors must submit a new affidsvit ivdicaring such. �Coniractors ihat check this box must atteched an sddi[ional sAee1 showing�he name of the sub<anmctors and slatt wherter or na thom rntities have employea. If Ihe sub<ontractors have employas,�hry must pmvide their wo�kers'comp.policy numbn. I I am an emplayer that is providing woikers'compensation insuranee jor my employees Be(ow is the pofiry and job site informaiion. InStlrance Compeny Name:TECHNOLOGV INSURANCE COMPANV _ Policy#or Self-ins. Lic.#:n'`'c3a7sn0 Expiration Date:�On3�20ia JobSiteAddress: I� C��S`�N S� • Ciry/State/Zip: .�eL�CM /LL� 0(y70 I Attach a copy of the work�sallon policy declaraHon page(showing the policy number and expiration date). Failure to secure coverage as required under Secrion 25A of MGL c. 15?can lead to the imposition of criminal penalries of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine � of up to$250.00 a day against the violatoc Be advised that a copy of this statement may be fonvarded to the Office of Investigations of the DIA for insurance coverage verification. /da hereby certify under the pains and penokies nf perjury tho�Jhe rnformation provided ebove is true and correct Sip.nahue��ALi `l• � U.QJIML�� Date�0 �/� J�7 . Phone tt: 978 887 424 O�cia!use only. Do not write ie this arew�o be comple�ed by cify or town a�cia[. Cih or Town: PermitlLicense# Issuing Authority(circle one): 1�.Board of Health 2.Buildiog Department 3.City/fown Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phooe#: I � �� C�� ci� ��, � ' � e o�i��oo2cvea� d �J�a ffiy Office of Consumer Affairs and Busmess Regulation �:r 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration ' - ~M �i Registration: 129937 -� ��+- Type: Pnvate Corporation ' � � � Expiration: 1123/2015 Tr# z46258 � GIBRALTAR POOLS CORP ' � � ' , . PETER DE BERNARDO �,,�, - . 435 BOSTON ST -ii,,,, _, � TOPSFIELD, MA01983 ,?; �� — '., • • �f� s��. ��Updete Address and remrn card.Mark reason for change. � � �I Addre55 � Renewal G' Employment �i Lost Card . SCA 1 6 20M-0SIl l '. . ��!'. I([!l/IdiG�//I//(I/��p��s/��>11t/f,�!/un,��J . .. �—.�,. ._.. �._ _ ��*�Offiae of Cansumer Affain&Business Regolatioo License or registration valid for individul use only 3�YiP+"�'q10ME IMPROVEMENT CONTRACTOR �fore the expiretion date. If found reWrn to: � �egistaUon: 7zgg31 Type: O�ce of Consumer At7airs and Business Regula/ion � ,�Eapiration: 1123/2015 Private Coryoration 10 Park Plaza-Suite 5170 .,�� Boston,MA 02116 GIBRALTAR POOLS CORP PETER DE BERNARDO � � p � � � � � �/ / 435 BOSTON ST q��_ :� � �,w�wK-�`'� TOPSFIELD,MA 01983 podeneatlary � � Not valid without signaWre �`�� CERTIFICATE OF �IABILITY INSURANCE �'�`�'S 2;"'14 T1fS CERTIPICATE IS ISSUED AS A MATTER OF INFORMATION ONLV AND CONFER3 NO RIGHTS UPON THE CERfIRCATE HOLDER TFOS CERiIFICAiE DOES NOT AFFII8�7ATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFOR�D 81 THE POL1qES BELOW. THIS CERfIflCATE OF INSURANCE DOES NDT CONSTITUTE A CONTRACT BE7WEEN THE ISSIANG INSURER(S), AUfHOR12ED REPRESENfATIVE OR PRODUCER,/WD THE CERTIFlCATE HOLDER. IMPORTANT: H tM ceRifiwte hdder is an ADDITIONAL INSURED,the policy(ies) must be eitlorsed. N SUBROGATION IS WAIVED,subjeM to the terms and emdidons ofthe policy,certain policies may require an endorsement. A sta0emerrt on this certiTi(ate dces not confer ri�ts to the ceRificate holder in lieu of such endwsemen s. PitORICHt CONTAGT NAI41E: Rilgore Insurance Agency GHONE rnu N _ 5 Centennial Drive e+na� aouxE33: Peabody, MA 01960 INSUIE 3 AFFORDING COVERAGE NAICR �Ksurseea:Nautilus Inaurance Co. 17370 1N5�� u�sunFxa:Safet Indemnit Inauraace Co. Gibraltar Poola Corporatioa i�R�c:Technolo Insurance C an 435 Boston 3treet �irsuRmo:a Topafield, MA 01983 �µ5�RE1tE: I IAURER F: COVERAGES CERTIFICATE NUMBER:. REVISION.NUMBER:. THIS IS TO CERTIFV hiAT THE POLICIES OF INSURANCE LJSTED BELOW HAVE BEEN ISSUED TO THE INSlh2ED NAMm ABOVE FOR THE POLICY PERIOD INDICATm. NOTWITHSTANDING PNY REQUIREMENT,TERM OR CANDITION OF ANY CONTRACT OR OTHER DOCUMEM W f�H RESPECT TO WHCH THIS CERTIFICATE MAY BE ISSUED OR MAV PERTAIN,THE INSURANCE AFFORDED BY TF� POLICIES OESCRIBED HEREM IS SUBJECT TO ALL THE lERMS, . EXCLUSIONS AND CONqTIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CU11MS. �LTR TYPEOFIMSUR/WCE AW SUBR POu�� PMO�nEFF �0�rW LIMfS I p, cexeaawneiuTr � iat1347534 1o/ix/ia io/iz/1a �HOCCURRENCE 5 2 000 000 X CIXrA/ERCIALGENERALLIABILITY PAAMGETORENTED $ SO OOO CIAIMSMAOE �OC�I1R AIEDFJ�(A�yonepasm) S 1 �0� �Rsow�L&noVIWURY $ Z OOO OOO GENERALAGGREGATE $ 4 OOO OOO GEN'LAGGREGATELIMITAGPLIESGER ' PRODUGTS-NMP/OPAGG $� Z OOO OOO POLICY PR6 �� $ A PLTOMOBILELIABIUfY 1023481 5/18/19 5/18/15 CdFE�N�D�SIN LELIMIT $ 1 000 000 MIYAUID BOOILVINJURY(Perperson) $ �1LLOWPED SCMEDULEO BOOILYINJURV(Pe�acitlent) $ AUTOS X AUTOS NON-0WNED PROPERfV DMNGE $ X HIREDAUTOS X AUTOS era¢idenc _ $ �� OCCUR EACHOCCURRENCE $ ��g�� CIAIMSM40E AGG�GATE S Om RETENiION S 8 L. WONKFRSGObIPEN5ATI0N TWC3376720 10/17/13 io/i3/i< ][ WCSTATU- OTH- M!o QAPIorERS'WtBILRY PIJVPF20PFtIEfORIPARTNEfLEXECUTIVE r�N E.L.EACHACpCEM $ ZiOOO�OOO OFFICE WMEMBER IXCLIAED? � N�p (M1lantlabryinNH) E.L.DISElSE-EAFA��IAYE $ �.rOOO�OOO II yes,tlevibeuntler DESCRIPTIONOFOPERATIONSbelow E.L.�ISFASE-POUCVLIMR $ S OOO OOO A Commercial Packaqe NN347534 io/iz/i3 io/iz/iagus.Pers.Prop. 500,000 �ESCRIP710NOFOPERATIONS/LOClTIONS/Vp11ClES (AltachACORD101,Addi4onalRerterkaSrlieGuk.ifmorespecekrequretl) Swia�ing Pools- InsGallatioa; servicing and/or repair - above ground 4PC Includes, MA/Nfi/CT/RI/NY/ME/VT CERTIFICATE HOLDER CANCELLATION SHOULD ANV OF 1ME ABOVE DESCRIBED POLICIES BE CANCELIED BEFORE THE EXPIRATION DA7E THEREOF, NOTICE WILL BE DEIIVERED M ACCORDANCE WI7H 1ME POLICV PROVISIONS. AUIHORIZED REPRESENTATNE Cyrus A. Kilgore OO 1986-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) 7he ACORD name and logo are registered marks ofACORD Phone: Fax: E-Mail: � CC10D0 Series XSVeam Systems CCt 500 Senes XStream Systems .� • 100 ftz cartridge elements • 150 ftz cartridge elements • Power-Flo Matrix pump • Power-Flo Matrix pump • �uick Connect Union � • �uick Connect Union � • Convenient one-piece base • Convenient one-piece base y.i� \'i 6 � �� "� r F . �,.. r � �_ � t .�. ei{., The Results Are Clear. XStream size for an XStream clean. Onr,e you see ihe new XStream Filtration from Hayv��ard,you'll be hooked. Its mas�iva size and inr,r2dible performance mean years of frouble-free filtration. li has an exra-large capaciry for dirt and debris and a quick-r2lease, hiyh-capacity air ralief valve. Dut size isn't the only thing this(ilter's big on. Convenience where it counts. I The XStream Fiitration makes daily cperation and ser�ncing more wnveiii2nt (han eve�befere. ICs engineer2d to install easily , wiin both flexible and ngid plumbing. Plus, tl�e Easy-Lok"'nng desion gives you cuick access to ali intemal components in a . single (um./ind tne glass-reiniorced, noncorrosive flter tar�k snsures long-12siino, hassle-free oper2tion. The XStream�filtration system is equipped wth the PowerFlo Niainx�pump designed ior durability 2nd dependabilih�and features an industrial-size s!rziner baskel lo cellecl a lol o(debris�viihout a lot of maintenance. Syst�ms include�2) i%z"x 6' lengths of hose, hose adapters and clamps, and feature a union connaction for simple in;;.allaiion and wintenzation. � • 1. �• i . . . .� . .. . -. �. __. ..._...,,}._ ..___�.__,..�... _. -- {+ �.-. � � � t�l Fillerry0e: Fult-IlowcaNitlgeelemem � � � 4� ;' {��.. ,L" �r ��. _ ., � � � ^" Filtertank: Injection-moldedglassreinforcetl � � A,,r�� `��"-'� Piller elemenc FeiMorcetl Ovlyeater etemerrt _ — ' .. _ ._ . :1 Cq OOD 0011.' &1 f�M 1 P51 35 P51 18"�F 24" CC%1 WOPE 38,400 57,600 �aslenings: Easy-lok'"ring assembty CC1500 150ft' �120GPM 1P51 35P51 18" 30" CC%i500PE 57,600 86,400� Mow�ing6ase: Injection-moltleaglassreirrfarcetl To take a closer look at Hayuard Fitters,go to www.haywardnetcom orcal/1-888-HAYWARD ��1 �i'�i � '� �� 620 Divismn Slieel I ElizaUeth.MJ 07201 �V Hay.wrtl.NS�ian�anOPmeCi�lMAlaYua�eiegi5le�etltratlnnnk5 TnA k351"I.fA Is a Va�anzM d IIaA•2itl1iMu5uiez InG BIOIOHAp42i�MOLL51•iCS,l�p. pIKOP,G10 �lrSf�...�., � ` ,� {/� �r Horizontal/verticai �`� � - � <<.;,�, , A � tlischarge feaiure converts at the press � � of a button Quick � �'s - �w'��" ' . r�'.�. connect/ � �+�`d'� v � disconnect " ;�,� 7s � �'..a,, Neavy-dury,high 'r y,�, � ""� ��" ` performancemotor , . �, w� with Integrated automatic �. �s � �� . thermal ovedoad protector � Intlustrial size � �� "' � _` � 1�� 5 �� € � strainer basket a�s , � fi ' ' '{ �;/ i ex[ends tlme `'`�,�-� �' �./�+ � "'`, ,`� between cleanings � ��'`- � �ti�"� �' � � �� ,� ; �� Durability And Dependability That Only Hayward Can Offer. Reliability built right in. Power-Flo Matrix Specific�tions I Power-Fio Matrix3 features an industrial-size strainer basket—ro collect a lot of debris without a lo[of maintenance.IPs there to collect and �� ' ' protect.The high-qualily impeller offers wide openings to prevent leaf (SPiSs� �o%^ �, 7Ye" Power-Flo MaMz pump with st2iner � and debris clog. SP�591TL 10%°� �; �y�^ PowerFioMatdz0um0�msVainerantl While this pump is impressively equipped,the Power-Flo Matrix is also nvis�inq iock cord very efficient.It has a heat-resistant,double-size seai and a protected SP1592 n�" i 114" PowerFlo Mafrix pump with sirainer rear-mounted switch tor high energy efficiency.Plus,its heavy-dury,high- pa�v�r-Flo Matrix pump wim strainer and ! performance motor provides years of trouble-free operation thanks to an �SPi5s2n t�'a 7 �� y�ing lock wrd ] integratedau[omaticthermaloverloatlprotectoc (SPi5s3 iz' ilt 1Yz" Power-FloMatrixpumpvriNSVainer � I Vertical. Horizontal. You choose. sP�ss3n �z° ,� �y�� Power-FlOMatrixpumpvrithsirainerand Want to install it horizontally?Fine.Want to install it vertically?No twis�ng lak cord problem.The Power-Flo Matrix from Hayward adapts to your needs, �n�a�mP��=i�d�3�nv�s��no��e ui easily comeRing from horizontal ro vertical orientation al[he press i of a bunon. Dimensional Drawings _„ Convenience is part of the package. �. - . _ —� ��6 ,' � �� `�I Power-Flo Matrix offers a quick-connecUdisconnect intake antl discharge - - � y connection to speed things alonq.Plus,the GClip Connecior lets you I�� , � �� ; ' ! — � � J� disengage the strainer housing in a matter of seconds.And an integral �r, � ' � �� , I� � drain plug makes for easy winterization.Add ro that a durable,corrosion- I,,,,- � � l �=-�e � j , ' � i proof housing,and you have a pump tlesigned for long-term performance. �.-- —'-��_�� v:�noes�os-�,'_-r—+. ar, - m�G...- -� �� I, . - oi: . To take a Goser look at Hayward Pumps,go to www.haywardpool.com or call t-888-HAYWARD. �� 1��7�1��a 620 flrvlslon Siteei I Fiiiabtih,NJ 0720t V Ya�,.amatiranre4wNavurempineec n oaa�arwiawammaunm,irc. o so�i wnruamo:uma.nc uana;ws�i , Robert Tarnowski 10 Crosby St. Salem, M.A 01970 (978) 825-0750 To: Salem Buildin Ins ector ' g P To Whom This May Concern, My name is Robert Tarnowski and I am a resident of 10 Crosby St. Sa1em MA. I am writing to you in regards to a permit in which I have been working to obtain in order to install a new swimming pool. I have been working with Peter deBernardo from Gibraltar Pools Corp. located at 435 Boston St. Topsfield, MA on obtaining this permit, and it has come to my attention that there was a concern regarding fencing and the inst�llation of this pool. While part of our yard is in fact fenced in already, it is in our plans in the near future to fence in the remainder of our yard. It is also with importance that I stress that the new pool that is to be installed does come with the instillation of a safety fence that surrounds the entire perimeter of , the pool. I understand your concern for safety and do want to assure you that ' a proper fence will be placed around the new pool, and that a fence around our yard will be installed in the near future. If you have any quesrions or concerns regarding this insrillation, please do not hesitate to contact me at (978) 825-0750 at your convenience. Thank you for your time and consideration. Sincerely, Robert Tarnowski �x � Pra De�k [�esi�nTM ��. . � �� ,� z Estimate Prepared far: Store Information: PATRICIO BERRIDO-GARCIA 2686 -50 TRADERS WAY#2686 �� `� 6 ROSLYN ST � "� SALEM, MA 01970-4621 SALEM, MA 01970 9783050562 (978) 741-9299 ��'r,fi'�� 9V �' I Estimate Created: 06I30I2014 r . � ,�/� Days Valid: 74 y:�a � Estimate Prepared by: JOHN Design Systems 8 �� Decks Total Price (pre-tax): $1,969.42 � I "Please take this quote to the Contractor Services or Special Services Desk." "Products and prices shown online may vary from those at The Home Depot store near you. Prices shown on this quote may be different due to changes in product availability and market conditions. Prices for identical items may � also vary from store to store." "Los productos y precios demonstrados en linea pueden variar de los en el almacen The Home Depot cerca de usted. Los precios demonstrados en esta cotizacion pueden ser diversos debido a los cambios en condiciones de la disponibilidad y del mercado del producto. Los precios para los articulos identicos pueden tambien variar de almacen al almacen." "' Special Order Items where price is not included in total - Please take to The Home Depot Special Services Desk for a price quote." "* Los Articulos de la Orden Especial donde el precio no se incluye en total - Favor de Ilevar a la Mesa de Servicios Especiales del Home Depot para una cotizacion del precio." Warning and Important Inslructions: This is not a final design plan or estimate. EDGENET, INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located al the end of this document. � Advertencia e instrcciones importantes: Esto no es un plan ni una estimaci6n final del diserlo. EDGENET, INC. no asume ninguna � responsibilidad del uso o de la salida correcto de este programa.Toda la informacion contenida en esta pSgina est9 conforme a los t8rminos en la negacibn,situada en el extremo de este documento. Copyright OO 1989-2014 Edgenet, Inc. Page 1 of 20 Doc ID 2a05b029-etlac-43afi-9Po7-4fetd27bba42 �IG� 4 � Pro D+e�k D�esignTM �� . � � . 3D View � i i �, � ,3 �+ G ;; '' ,r+3 +. �� ; . ,r ' g �k =,+a, � IWaming and Important Instructions: This is not a final design plan or estimate. EDGENET, INC.assumes no responsibility for the correct use or i output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimaci6n final del diser5o. EDGENET, INC. no asume ninguna responsibilidad del uso o de la salida correcto de este programa.Toda la informaci6n contenida en esta p9gina est�conforme a los t�rminos en la negaci0n, situada en el extremo de este documento. Copyright�1989-2014 Edgenet, Inc. � Page 2 of 20 Doct�2a05b029-edao-43a6-9Ftl7-4f81tl27bba42 m � Pra Deck DesignTM ,�' \� . � . � m ,. . � . Plan View _ _ � _ -- - � _ _: - � ..,n�_� _ — ��. — C .. _._____.. ... �.._..__ . .,_.. ,....__._. � . �.r..... _..... . . . —,. . ._. . . _._._ . _... .___ .__--_—__ ....___. .. �!: , .- � ' � , � � 3 � � , � ',n ; , { , � � � � :a �; ; � _. n.. � _ . m ._ �.. _ ; . _ _ .�_� w___.. a�..,�,�,.��._.�.� �,,: � ... . . �.�., ,M,r.. .w , xn� _, Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC.assumes no responsibility for the correct use or output of this program. All information contained on ihis page is subject to the terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimaci6n final del diser5o. EDGENET, INC. no asume ninguna responsibilidad del uso o de la salida correcto de este programa.Toda la informaci0n contenida en esta pSgina estS conforme a los t8rminos en la negaci6n,situada en el extremo de este documento. Copyright�1989-2014 Edgenet, Inc. Page 3 of 20 Ooc ID 2a05b029-edau43a6-9fd7-4f81tl27bba42 x � Pro De�k aesignTM �,' - � . Dimension View � _ _ . _ _ _ _ _ zan - — -- ► � � '- _ '- -' � � I P 1 1 IUeck I I �� . _. .__. . . . .. .'__ _ � . . _ . . 24ft . . . _ __. __ _ . _.___- ' _'�.I� � Warning and Important Instructions: This is not a final design plan or eslimate. EDGENET, INC.assumes no responsibility for the correct use or oulput of this program. All information contained on this page is subject fo the terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Eslo no es un plan ni una estimacibn final del diser5o. EDGENET, INC. no asume ninguna responsibilidad del uso o de la salida correcto de esle programa.Toda la informacidn contenida en esta p8gina estS conforme a los t�rminos en la negaci0n, situada en el extremo de este documento. Copyright OO 1989-2014 Edgenet, Inc. Page 4 of 20 �oc102a05b029-etlao-43a6-9fd7-4f81d27bba42 - �� - '.� ■ �� r�� G�I��TM �`�,� , � � - Post View bin 6in�. � ..� �1. _ .. . _ _"_._'.— .__'_' --�_.-_ _�16in �.6in ��I� BaseNaint . . I. . _. I . . . . � .' j a � � — � Warning and Important Instructions�. This is nol a final design plan or estimate. EDGENET, INC.assumes no responsibility for the correcl use or output of this program. All information contained on this page is subject to the terms in the disclaimer located al the end of ihis document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimaci6n final del diseRo. EDGENET, INC. no asume ninguna responsibilidad del uso o de la salida correcto de este programa.Toda la informacihn contenida en esta p3gina est8 conforme a los tArminos en , la negaci6n,siWada en el eMremo de este documento. ' Copyright m 1989-2014 Edgenet, Inc. Page 5 of 20 Doc ID 2a05h029-etlao-43a6-9fd7-4fB1d276ba42 ��I4"s� � Pro D�ck Desi�nT� .' � �� ' ; � Joist Layout View - �- ----- - ��o��oc _ � a � 3 � S .If[OC - - - - - - - - - - - > - - - - - ��inoc , i i , il I - - - � - I � _ i _ � � � - - - - - � - - - - - - - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o n o � o 0 o n � n a n o n n o 0 0 Notes: Alljoist and svinger spaciny dimensions am meesured in OC. Warning and Important Instructions'. This is not a final design plan or estimate. EDGENET, INC. assumes no responsibility for the correct use or � output of this program. All information contained on lhis page is subject to the lerms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimaci6n final del disefio. EDGENET, INC. no asume ninguna i responsibilldad del uso o de la salida wrrecto de este programa.Toda la informacibn contenida en esta p8gina esiS conforme a los t�rminos en la negacidn, situada en el extremo de este documenla �� Copyright OO 1989-2014 Edgenet, Inc. Page 6 of 20 Doc ID 2a05b029-edao-43a6-9fd7-4fB1d27hbe42 ��ICi� � Pro Deck DesignTM .' , . � �n �., .1 . ., x _ ' Railing Details View � a• o- � I 3' 0' � 2T5' �Railing Style 3 Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to ihe terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimaci0n final del diseRo. EDGENET, INC. no asume ninguna responsibilidad del uso o de la salida correcto de este programa.Toda la informaci6n contenida en esta pSgina est9 conforme a los t0rminos en la negaci6n,situada en el e�ctremo de esle documento. Copyright m 1989-2014 Edgenet, Inc. Page 7 of 20 Dac ID 2a05h029-adac-43a6-9fd7-0f81tl27bba42 ��IG� - � Pra D��k DesignTM ,� ,� � �� .. : � - Deck Information Deck 1 Construction Method - Beam Flush With Joist Footing Type - In-Ground Live Load - 60 Dead Load - 10 Decking Spacing - 1/8 in Joist Spacing - 16 in Beam Spacing - 72 in Post Spacing - 94 5132 in Decking - L5/4x6 Nntckt Gray Grvd Veranda- Decking Beams - L2x8 Treated Southern Pine No. 1 Joists - L2x6 Treated Southern Pine No. 1 Posts - L4x4 Treated Southern Pine No. 2 Deck Height - 36 in Diagonal Bracing - Yes Joist Overhang - 0 in Beam Overhang - 0 in Decking Deflection Factor - 360 Joist Deflection Factor - 360 Beam Deflection Factor - 360 Pref Decking Size - 5/4x6 Pref Joist Size - NONE Pref Beam Size - NONE Pref Post Size - NONE Diag Brace Height 1 - 24 in Diag Brace Height 2 - 24 in Railing 7 Railing Height - 36 in Baluster Spacing - 3 3/4 in Railing 2 Railing Height - 36 in Baluster Spacing - 3 3/4 in Railing 6 Railing Height - 36 in Baluster Spacing - 3 314 in Railing 5 Railing Height - 36 in Baluster Spacing - 3 3/4 in Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC. assumes no responsibility for the correct use or oulput of this program. All information contained on this page is subject to the terms in the disclaimer located at ihe end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimaci6n final del diseRo. EDGENET, INC. no asume ninguna responsibilidad del uso o de la salida correcto de esle programa.Toda la informacidn contenida en esta p8gina est8 conforme a los tArminos en la negaci6n,situada en el extremo de este documento. I Copyrighl81989-2014 Edgenet, Inc. Page 8 of 20 DocID2a05b029-etlao-43a6-9ftl7-4F81tl27b6a92 m � Pra Deck C�esignTM � : � _ Railing 3 Railing Height - 36 in Baluster Spacing - 3 3/4 in Railing 1 Railing Height - 36 in Baluster Spacing - 3 3/4 in Stair 1 Step Width - 36 in Step Height - 28 3/4 in Step Rise - 7 3/16 in Step Run - 11 in Stringers - L2x12 Treated Southern Pine No. 2 Risers - L2x4 Treated Southern Pine No. 1 Treads - L5/4x6 Nntckt Gray Veranda- Decking Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e inslrcciones importantes: Esto no es un plan ni una estimaci6n final del diserlo. EDGENET, INC. no asume ninguna � responsibilidad del uso o de la salida correcto de este programa.Toda la informaci6n contenida en esta pSgina estS conforme a los t�rminos en la negaci6n,situada en el extremo de este documento. Copyright �O 1989-2014 Edgenet, Inc. Page 9 of 20 Doc102a05b029-etlao-43a6-9(d7-4f81d27hha42 x �3 Pro Deck DesignTM �� _ Sku Usage List Usage Sku Description Qty Baluster 430400 0 2X2-42" PT BEVEL 1 END BALUSTER 81 Beam 255523 2X8-8FT#1 PTWEATHERSHIELD 1 Beam 255677 2X8-16FT#1 PT WEATHERSHEILD 1 Decking 346101 �512'�tANDA AG GRAY GV DECKING 13 Decking 346267 a�,�ANDAAG GRAY GV DECKING 13 H Top Rail 254258 2X4-8FT#1 PT WEATHERSHIELD 5 H Top Rail 254907 2X4-10FT#1 PT WEATHERSHIELD 1 Joist 255278 2X6-8FT#1PTWEATHERSHIELD 1 Joist 255411 2X6-12FT#1 PTWEATHERSHIELD 8 Ledger 255278 2X6-8FT#1 PT WEATHERSHIELD 1 Ledger 255457 2X6-16FT#1PTWEATHERSHIELD 1 Post 256276 4X4-8FT#2 PT 4 Railing Post 256276 4X4-8FT#2 PT 6 Rim Joist 255278 2X6-SFT#1 PT WEATHERSHIELD 1 Rim Joist 255411 2X6-12FT#1 PT WEATHERSHIELD 1 Rim Joist 255457 2X6-16FT#1 PT WEATHERSHIELD 1 Riser 254258 2X4-8FT#1PTWEATHERSHIELD 1 Riser 254907 2X4-10FT#1PTWEATHERSHIELD 2 Stair Stringer 155959 2X12-12FT#2 PT WEATHERSHIELD 2 Step Tread 345915 8'VERANDA AG GRAY SE DECKING 4 Vert Top Rail 167894 5I4X6-10FT PREM PT WEATHERSHIELD 1 Vert Top Rail 168768 5/4X6-8FT PREM PT WEATHERSHIELD 5 Decking Nntckt Gray Grvd Veranda - Decking Fascia Board 1 SO$VFG912 1l2"x9-1/4" 12' Gray Veranda Fascia 3 Fascia Screws 290059 2-1/2°COMP.DECKSCREW-GRAY-5 LB. 1 Gry Hidden 525072 ARMOR GUARD HIDDEN FASTENERS, 90 PC 3 Fasteners-Interior Hidden SO$VEHF Veranda Armor Guard Hidden Fasteners 1 Fasteners- Perimeter Waming and Important Instructions: This is not a final design plan or estimate. EDGENET, INC. assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un pian ni una estimaci6n final del diseAo. EDGENET, INC. no asume ninguna responsibilidad del uso o de la salida correcto de este programa.Toda la informacihn conlenida en esta p3gina estS conforme a los t8rminos en la negacihn, situada en el extremo de este documento. Copyright�1989-2014 Edgenel, Inc. Page 10 of 20 Ooc 10 2e05b029-etlac-43a6-9ftl7-4fBttl27bba42 �I�G� � ° TM � *;- yw� . Pra De�k D►e � � S9t�n � �� .. � � . Baluster Fasteners 1 Generic Baluster Screw 734605 DECKMATE SCREW, GREEN, 2-1/21N, 1 LB 2 Beam to Post Connection 7 Generic Beam Bolt 4x4 544208 CARRIAGE BOLT-GALV. 1/2 X 8 8 Beam Nut 538892 HEX NUT GALV 1l2 g Beam Washer 538981 FLAT CUT WASHER GALV 1l2 8 Blocking Fasteners 1_Generic Blocking Nails 446408 16D 3-1/2" HOT GALV BOX 1 LB 3 Concrete 1 Generic ! Conc IG Ftng 169765 80LB QUIKRETE CONCRETE MIX 6 Diagonal Bracing Connection 2_Generic DiagBraceBeam6 544208 CARRIAGE BOLT-GALV. 1/2 X 8 8 olt DiagBraceBeamN 538892 HEX NUT GALV 1/2 g ut I DiagBraceBeamW 538981 FLAT CUT WASHER GALV 1l2 8 I ash DiagBraceJoistBol 544208 CARRIAGE BOLT-GALV. 1/2 X 8 8 t DiagBraceJoistNut 538892 HEX NUT GALV 1l2 8 DiagBraceJoistWa 538981 FLAT CUT WASHER GALV 1/2 8 sh Diagonal Bracing 1_Generic Post To Beam 257974 4X4-10FT#2 PT 2 Post To Joist , 256276 4X4-8FT#2 PT 2 Flashing Fasteners 1_Generic LedgerFlashing 193631 3D 1-1/4" ELECTRO GALV. ROOFING 1 LB 1 I Nail Flashing 1_Generic LedgerFlashing 439398 WHITE GALVANIZED DECK LEDGER 3 Wh Joist HangerslFasteners 1_Generic Warning and Important Instructions: This is not a fnal design plan or estimate. EDGENET, INC. assumes no responsibility for the correct use or output of this program. All informalion conlained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimaci6n final del disefio. EDGENET, INC. no asume ninguna responsibilidad del uso o de la salida correcto de este programa.Toda la informaci0n contenida en esta p8gina est3 conforme a los tArminos en la negaci6n,situada en el extremo de este documento. i Copyright OO 1989-2014 Edgenet, Inc. ��, Page 11 of 20 Doc102a05b029-edeo-43a6-9fd7-0f81tl27bba42 - 1BIG� ; � Pro De�k DesignTM ' ° � �� . � . Usage Sku Description Qty 2x6 Hanger 479881 SIMPSON #10 X 2.5" CONNECTOR SCREW 3 Screws 2x6 Joist Hanger 865827 LUS26Z 2"X6" 18GA DBL SHEAR HANGER 34 Ledger Fasteners 7_Generic 5" Lag 928585 LAG SCREW GALV 1l2 X 5 19 Lag Bolt Washer 538981 FLAT CUT WASHER GALV 1/2 19 Rail Post Connection 1 Generic Rail Post-Bolt 927708 CARRIAGE BOLT GALV 1/2 X 6 24 Rail Post-Nut 538892 HEX NUT GALV 1/2 24 Rail Post-Washer 538981 FLAT CUT WASHER GALV 1l2 24 Rail to Rail Post Connection 1 Generic Railing Screws 734854 DECKMATE SCREW, TAN, 3 IN, 1 LB 2 Rim Joist Fasteners 1 Generic Rim Joist Nail 446408 16D 3-1/2" HOT GALV BOX 1 LB 2 Stringer Connection 1 Generic Simpson 593250 LSCZ 18GA ZMAX ADJ STAIR-STRINGER q StrngrHngr Simpson 479710 . SIMPSON #10 X 1.5" CONNECTOR SCREW 1 StrngrHngrS Tread Connection 1 Generic Tread Screw 734605 DECKMATE SCREW, GREEN, 2-1/21N, 1LB 1 Green Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC. assumes no responsibility for lhe correct use or output of this program. All information contained on this page is subject to lhe terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimaci6n final del diseRo. EDGENET, INC. no asume ninguna responsibilidad del uso o de la salida correcto de este programa.Toda la informaci0n contenida en esta p8gina est3 conforme a los t�rminos en la negaci6n,situada en el eMremo de este documento. Copyright OO 1989-2014 Edgenet, Inc �'i Page 12 of 20 Doc ID 2a056029-edac-43a6-9ftl7-4f81tl27bba42 I � � P�o Deck DesignT� .' - ;. r�i �`'�_ � - Material Usage List IMPORTANT DO NOT PRE CUT LUMBER AND/OR MATERIALS. While this Materials Usage List shows the proper length for all of the lumber, you should not precut any lumber and/or materials. You should only cut the lumber and/or materials after your posts are in and you have re-measured the dislances. Precutting of lumber and/or materials prior to actual need can result in significant wastage in lumber and/or materials. A slight variation from the plans in the placement of posts can cause lumber and/or materials properly sized according to the plans not to fit for the intended use. IMPORTANTE: NO CORTE LA MADERA DE CONSTRUCCIbN POR ADELANTADO. Mientras que esta lista del uso de materiales demuestra la longitud apropiada para toda la madera de construcci6n, usted no debe cortar por adentado ninguna madera de construcci6n. Usted debe cortar la madera de construcci6n solamenle despuAs de que sus postes est�n adentro y usted ha remedido las distancias. Cortar por adelentado de la madera de construcci6n antes de la necesidad real puede dar resultar en despilfarro significativo en la madera de �� construcci6n. Una variaci6n leve de los planes en la colocaci6n de postes puede causar la madera de construcci6n clasificada correctamente segOn los planes para no caber para el uso previsto. Decking 346101 12' VERANDA AG GRAY GV DECKING 13 Y_ . -- ......._ There will be 1 piece A- Length 10' 8" Decking 346267 16'VERANDA AG GRAY GV DECKING 13 � _ _.___ __ � There will be 1 piece A- Length 13' 4" Joist 255278 2X6-8FT#1 PT WEATHERSHIELD 1 ,__ _ _. There will be 1 piece A- Length 5' 9" Joist 255411 2X6-12FT#1 PT WEATHERSHIELD 8 There will be 2 pieces A- Length 5' 9" B - Length 5' 9" Beam 255523 2X8-8FT#1PTWEATHERSHIELD 1 .._� =— - _ .._.. . There will be 1 piece A- Length 8' Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC. assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. ' Advertencia e instrcciones importantes: Esto no es un plan ni una estimacihn final del diseno. EDGENET, INC. no asume ninguna responsibilidad del uso o de la salida correcto de este programa.Toda la informacibn contenida en esta pSgina est9 conforme a los t8rminos en la negacihq situada en el extremo de este documento. Capyright�1989-2014 Edgenet, Inc. Page 13 of 20 Doc102a05b029-etlac-43a6-9fd7-4f81d27bba42 �t�G� � . � Pro aeck f��signTM .: . ,� . � �� . � . Beam 255677 2X8-16FT#1 PT WEATHERSHEILD 1 v � __ � n-,�,__ There will be 1 piece A- Length 16' Post 256276 4X4-8FT#2 PT 4 ��s. --— __�_ � �� _ ___ -- There will be 1 piece A- Length 6' 11" Railing Post 256276 4X4-SFT#2 PT 6 � '. _ _ _ �W� ,','� , There will be 2 pieces A- Length 3' 6" B - Length 3'6" Baluster 430400 2X2-42" PT BEVEL 1 END BALUSTER 81 ,� ��«„� .. .._.. .4.n:o-,""�.�, There will be 1 piece A- Length 3' 3" H Top Rail 254258 2X4-8FT#1 PT WEATHERSHIELD 2 .. .:� . —.... ..._.� ._ �_�� `'�T�*„_.,... h.'� _.�. _ - _=. . . �•�a. .._._ . `.�..- .. .. .�� There will be 1 piece A- Length 7' 11" H Top Rail 254258 2X4-8FT#1 PT WEATHERSHIELD 1 � �:: r• ' .. m_ s � � ��s�€P�_ _ There will be 2 pieces A- length 4' 7" I B - Length 1' 7" H Top Rail 254258 2X4-8FT#1 PT WEATHERSHIELD 1 �� - � r _ � ��.. .._ � �� m� ___ �---..=_.��._ =-- There will be 1 piece � A- Length 6' Warning and Important Inslructions: This is noi a final design plan or estimale. EDGENET, INC.assumes no responsibility for the correcl use or � output of this program. All information contained on this page is subject to the terms in ihe disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimaci6n final del diser�o. EDGENET, INC. no asume ninguna responsibilidad del uso o de la salida correcto de este programa.Toda la informaci6n contenida en esta p8gina est9 conforme a los lArminos en la negaci6n, situada en el extremo de este documento. Copyright m 1989-2014 Edgenet, Inc. Page 14 of 20 Doc ID 2a056029-edao-43a6-9(tl7-4f81tl27bba42 �I�� . � Pro Deck DesignT� . � . � � �' �n . H Top Rail 254258 2X4-8FT#1 PT WEATHERSHIELD 1 �;y � , y .�'d,�.,.:m7. � s u:r��; . �m I+ �� `_` There will be 2 pieces A- Length 4' 7" B - Length 1'6" H Top Rail 254907 2X4-10FT#1 PT WEATHERSHIELD 1 _....._. . There will be 1 piece A- Length 8' 3" Stair Stringer 155959 2X12-12FT#2 PT WEATHERSHIELD 2 _. _, _ _.. _.. There will be 2 pieces A- Length 4' 5" B - Length 4' 5" Step Tread 345915 8'VERANDA AG GRAY SE DECKING 4 � �r��v,<•- i , �� i� � .. � F YK....:�'� _ 3'i"u �$,9`�1$4 There will be 2 pieces A- Length 3' B - Length 3' Riser 254258 2X4-SFT#1PTWEATHERSHIELD 1 There will be 2 pieces A- Length 3' B - Length 3' Riser 254907 2X4-10FT#1PTWEATHERSHIELD 2 _ _ .. __. There will be 3 pieces A- Length 3' B - Length 3' C - Length 3' Warning and Important Instructions: This is nol a final design plan or estimate. EDGENET, INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subjecl to the terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimaci6n final del diseno. EDGENET, INC. no asume ninguna responsibilidad del uso o de la salida correcto de este programa.Toda la informaci6n contenida en esta pSgina esta conforme a los t�rminos en la negaci6n,situada en el extremo de este documento. CopyrightOO 1989-2014 Edgenet, Inc. Page 15 of 20 DocID2a05b029-etlao-43a6-9Fd7-4f81tl27bba42 x � Pro Deck C�esi�nTM ' � . � �. � � Vert Top Rail 168768 5I4X6-8FT PREM PT WEATHERSHIELD 1 � -s. �a<�`" , - __ �._ ��.�'s". ., _.3,. . There will be 2 pieces A- Length 4' 7" B - Length 1' 7" Vert Top Rail 168768 5/4X6-8FT PREM PT WEATHERSHIELD 1 �saw — .�� __-- There will be 1 piece A- Length 6' Vert Top Rail 168768 5/4X6-8FT PREM PT WEATHERSHIELD 1 A@V Y' There will be 2 pieces A- Length 4' 7" B - Length 1' 6" Vert Top Rail 168768 5/4X6-SFT PREM PT WEATHERSHIELD 2 There will be 1 piece A- Length 7' 11" Vert Top Rail 167894 5/4X6-10FT PREM PT WEATHERSHIELD 1 There will be 1 piece 'I A- Length 8' 3" Ledger 255278 2X6-8FT#1PTWEATHERSHIELD 1 There will be 1 piece I A- Length 8' Ledger 255457 2X6-16FT#1 PT WEATHERSHIELD 1 � - - , � y. ,_ s �: - .�....: - - _ _. ..�_.:.. -. There will be 1 piece A- Length 16' Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC. assumes no responsibility for the correct use or output of ihis program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimaci8n final del diserlo. EDGENET, INC. no asume ninguna responsibilidad del uso o de la salida correcto de este programa.Toda la informaci6n contenida en esta p9gina estS conforme a los t�rminos en la negacibn,situada en el extremo de este documento. Copyright�1989-2014 Edgenel, Inc. '� Page 16 of 20 Doc ID 2a056029-edac-43a6-9fd7-4f81tl27bba42 �I�� Pro Deck C�esignTM = ' � _ � �, ,. � . Rim Joist 255278 2X6-8FT#1 PT WEATHERSHIELD 1 — _ __ .. There will be 1 piece A- Length 8' Rim Joist 255411 2X6-12FT#1 PT WEATHERSHIELD 1 _�=,. There will be 2 pieces A- Length 6' B - Length 6' ' Rim Joist 255457 2X6-16FT#1 PT WEATHERSHIELD 1 ---- .� _.....m.. There will be 1 piece A- Length 16' Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to lhe terms in the disclaimer located at the end of this document. Advertencia e instrcciones importanles: Esto no es un plan ni una estimaci6n final del diserSo. EDGENET, INC. no asume ninguna responsibilidad del uso o de la salida correcto de este programa.Toda la informaci6n contenida en esta p3gina est8 conforme a los tArminos en la negacidn, situada en el extremo de este documento. Copyright OO 1989-2014 Edgenet, Inc. Page 17 of 20 Ooc ID 2a05b029-edac-43a6-9fd7-4f81tl27bba42 83G� , � Pro Deck De�ignTM ,�, � , , . � . Material List Qty UOM SKU Description Stock Items 2 EA 155959 2X12-12FT#2 PT WEATHERSHIELD II'IIII'I'll'I'IIII 1 EA 167894 5/4X6-10FT PREM PT WEATHERSHIELD IIII I III III IIII II II I 5 EA 168768 5/4X6-8FT PREM PT WEATHERSHIELD IIIIIIIIIIIIIIIIIII 6 EA 169765 80L6 QUIKRETE CONCRETE MIX IIIIIIIIII'IIII IIII 1 BX 193631 3D 1-1/4" ELECTRO GALV. ROOFING 1 LB IIIIIII'I I III IIII II 6 EA 254258 2X4-8FT#1PTWEATHERSHIELD IIIIIIIIIIIIIIIIIII 3 EA 254907 2X4-10FT#1 PT WEATHERSHIELD III II IIII II IIIII I II 3 EA 255278 2X6-8FT#1 PTWEATHERSHIELD IIIIIIIIIIIIIIIIIII 9 EA 255411 2X6-12FT#1 PT WEATHERSHIELD III'I IIIII II I IIII II 2 EA 255457 2X6-16FT#1PTWEATHERSHIELD IIIIIIIII'IIIIIIIII 1 EA 255523 2X8-8FT#1 PT WEATHERSHIELD III'I III II III I III'I 1 EA 255677 2X8-16FT#1 PTWEATHERSHEILD IIIIIIIIIIIIIIIIIII 12 EA 256276 4X4-8FT#2 PT III II IIII III II I IIII 2 EA 257974 4X4-10FT#2 PT III II I'll II IIII II II 1 BX 290059 2-1/2"COMP.DECKSCREW-GRAY-5 LB. IIIIIIIIIIIIII IIIII 4 EA 345915 8'VERANDAAG GRAY SE DECKING IIIII II II IIIIIIIIII 13 EA 346101 12'VERANDA AG GRAY GV DECKING IIIII II I IIII I IIII'I 13 EA 346267 16'VERANDA AG GRAY GV DECKING IIIII II II III IIII I II 81 EA 430400 2X2-42" PT BEVEL 1 END BALUSTER III I IIIIII II III I III 3 EA 439398 WHITE GALVANIZED DECK LEDGER III I IIII I IIII III III 5 BX 446408 16D 3-1/2" HOT GALV BOX 1 LB IIIII II I"II I I"III 1 EA 479710 SIMPSON #10 X 1.5" CONNECTOR SCREW IIIIII I IIII I III I I'I 3 EA 479881 SIMPSON #10 X 2.5" CONNECTOR SCREW IIIIII I I II'II II�I II 3 EA 525072 ARMOR GUARD HIDDEN FASTENERS, 90 PC IIII III III IIIIIIIII 48 EA 538892 HEXNUTGALV 1/2 IIIIIIIIII'll'I'lll 67 EA 538981 FLAT CUT WASHER GALV 1l2 III I IIIII II II IIII II Waming and Importanf Insiruclions: This is not a final design plan or estimate. EDGENET, INC. assumes no responsibility for the correct use or � output of lhis program. All information contained on this page is subject to the lerms in the disdaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimaci6n fnal del disefio. EDGENET, INC. no asume ninguna responsibilidad del uso o de la salida correcto de este programa.Toda la informacidn contenida en esta p8gina est3 conforme a los t8rminos en la negaci0n,situada en el extremo de este documento. Copyright m 1989-2014 Edgenet, Inc. Page 18 of 20 Doc ID 2a05b029-etlao-43a6-9fd7-4feid27bba42 � � �� Pro Deck C�+�signTM ��, - � � . Qty UOM SKU Description 24 EA 544208 CARRIAGE BOLT-GALV. 1/2 X 8 IIIII II II III I III III 4 EA 593250 LSCZ 18GA ZMAX ADJ STAIR-STRINGER IIII II III III III I III 3 BX 734605 DECKMATE SCREW, GREEN, 2-1/21N, 1L8 IIIIIIIIIIIIIIIIIII 2 BX 734854 DECKMATE SCREW, TAN, 3 IN, 1L6 IIIII'lllllllllllll 34 EA 865827 LUS26Z 2"X6" 18GA DBL SHEAR HANGER IIII I III III IIIII I II 24 EA 927708 CARRIAGE BOLT GALV 1/2 X 6 IIII III IIII I I III III 19 EA 928585 LAG SCREW GALV 1l2 X 5 III'III I II III II IIII Special Order Items (Price Not Included In Total)• 1 BX SO$VEHF Veranda Armor Guard Hidden Fasteners 3 EA SO$VFG912 1l2"x9-114" 12' Gray Veranda Fascia Total Price $1,969.42 Estimate Created: O6/30I2014 Days Valid 14 This price does not include any Special Order items. Please see Store Associate to adjust the design or to price and order items. Parameters used for Deck 1: 60 psf live load, 48 inch footing depth. � Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC. assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimaci8n final del diseAo. EDGENET, INC. no asume ninguna responsibilidad del uso o de la salida correcto de este programa.Toda la informaci5n contenida en esta pSgina estA conforme a los t0rminos en la negacibn,situada en el extremo de este documento. Copyright�1989-2014 Edgenet, Inc. Page 19 of 20 Doc ID 2a05h029-edao-43a6-9ftl7-4f81d27hha42 �:IIG� � Pro D�eck D+�signTM : . n� e:�.�.. 70 . Disclaimer Warning and Important Instructions: EDGENET, INC. assumes no responsibility for the correct use or output of this program. This is not a final design plan or estimate. Variations in building codes, specific architectural considerations, and site conditions may require changes to the design and estimate. You are responsible for the final structure, conforming to local building codes, materials and structural safety of the final design. EDGENET, INC. does not engage in the practice of engineering, architecture, or general contracting. EDGENET, INC. does not assume any responsibility for design, engineering, or construction; for selection or choice of materials used; for compliance with any codes, laws, or standards of workmanship. All designs, estimates and final structures should be examined by a qualified professional to determine they are reasonable and accurate. DO NOT CUT LUMBER AND/OR MATERIALS IN ADVANCE. Advance cutting may lead to lumber and/or materials that are too long or too short for the structure. EDGENET, INC. does not assume any responsibility for lumber and/or materials cut that do not fit the structure. Advertencia e Instrucciones Importantes: EDGENET, INC. no asume ninguna responsabilidad por el uso correcto ni por los productos de este programa. Esto no constituye un plan de diser�o o estimaci6n final. Las variaciones en los c6digos de construcci6n, las consideraciones arquitectbnicas especificas y las condiciones del sitio pueden requerir cambios en el diser�o y la estimaci6n. Usted es responsable de que la estructura final cumpla con los cbdigos de construccibn locales y con la seguridad estructural y de los materiales del diseno final. EDGENET, INC. no participa en la ingenieria, la arquitectura ni en la contrataci6n general. EDGENET, INC. no asume responsabilidad alguna por el diser�o, la ingenieria, o la construcci6n; por la selecci0n o la eleccibn de los materiales usados; por el cumplimiento de los c6digos, las leyes, o los est�ndares de mano de obra. Todos los disenos, las estimaciones y las estructuras finales deben ser examinados por un profesional calificado para determinar que sean razonables y exactos. NO CORTE LA MADERA NI LOS MATERIALES CON ANTELACIbN. Si la madera o los materiales se cortan con antelaci6n, pueden ser demasiado largos o cortos para la estructura. EDGENET, INC. no asume responsabilidad alguna si la madera o los materiales que se cortaron no encajan en la estructura. Warning and Important Instruclions: This is not a final design plan or estimate. EDGENET, INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e inslrcciones importanles: Esto no es un plan ni una eslimaci6n final del diser5o. EDGENET, INC. no asume ninguna responsibilidad del uso o de la salida correcto de este programa.Toda la informaci0n contenida en esta p9gina esi8 conforme a los tArminos en la negaci6n,situada en el exiremo de este documento. , Copyright m 1989-2014 Edgenet, Inc. Page 20 of 20 Dac ID 2a05b029-edac-43a6-9Ftl7-4f81tl27hba42 I ; � • . ., ._ . �:e«. ! I 9 FI I . 11 _Q . a \ ' c„-.. 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'a - F8 m a�imr�.weniwrwi.r+mrr�.iw.a��mmmwnenrman�a�. neums�rneg . i. coame[rsr,wmw,�cam��vmm�rar�rw�croxs . � � x ronroffrarwm�axma+�•.rnv.�soon�m,wsmae[n,�wui FB ' � - � - � NIDUIHtM1�PINAlIUTle6�wUlofNqIX�ISWAYuoe�TEb�wul�mt �. . �. � t. NlmGtleelm�pvaqNbbbYA06andeNMmbmi6bI51NI�3lCST1Ve81. d I80.£ONqPOPoOtbOfTWivPEurtINIBU�WPS1MMxOMDWI➢PLqflY. - �P mHmmlm�e�e s mb0. IpJ11WNG W pYNfi PEWYIi�.TE IbfNUT(NlNOIIBE60f�TpBW�. � ' . 2'.. . . 2 Nbr1MINMw��deNtlNNEvaNbYhF�AhamniinmNPP 9g5M0SWWGSI6SIWCRYPf�1�f�. . . ' . \ I , ' . � scuc �s dmco 99r+meEeYeL _ . . A NahWeE�niumm�pa+rlNbatW0ian6fOSi5ele/elmw� ove Fx�,e�'se.�aoe '-�TI� ��=11E- ' I � � FI . _ . owi e�: crc an er: acc � � . . � _ z . i ' . . . .-.. . � � ��BImBiM�YRoaESN�mCOIetOT�ltoOE��9EI:tNGLL�OR� - � . . � . .. �-�- - � ru�sss�nosrosuuEa�srtumwtsHmw�auumouuare DRAWING N0. - . � � ' . cor�ioxsaaime�roinruwniowrEswxs�vewis s . SEC7pNATPATIODECKBI . TYPICALSECT�_N_191 ��IIIIi-�ll�l_lll- � � '�°a'"�°G�MEPPO°�n�PO°�EOF'��u�� GP-48-01 � Yea . .ro _. � . . . ixs��vwiu�m�orar�w�x��.0��n�e "'� 119—�7 _ _ � - ., O J ,yqQ`eD�o � / ; ZONING DISTRICT °�4 .� � � RESIDENCE . R - 1 � . . . I . . . . ' . . .. . ,-'� ZD. � . I ... . � . . . .. � . . . . �¢� . . � ' . . � . . . . . � ' . ' ,�, . ITEM REQUIRED PROVID�D a as TR"'�R, �,� . LOT AREA 15,000 SF 80fi7t' SF. #. ,�' �� • �, LOT WIDTH 100 FT. 83f F7'. FT. # Locvs ° "� � - ' FRONT YARD 15 FT. 15+ FT. `�58Y S*. � . SIDE YARD 10 FT. 20-� FT. ,��, i ' REAR YARD 30 FT. 47 ± F"f. ti�� .�� _ LOT COVERAGE 30 % 19+9� �,h�� , '�"'�MA,�,� • � . . , � . �.� � , . . .. . . . �, � . . . � .. �. . � " . � ^ R�� . . . �' VARIANCE REQUESTED � LOCUS MAP _ .. LOT 702 - ; . C"'► , , _ I rW�� . . ' �1 ZS, 86.07� � 1 LOT 70 4 _ . � I � �,� 7f �SF. y� �12t _ —� � ' I 9aoPaSED �6� z z9� , Eow 3z� y .—�..--.�---.---.----�'- ---�- .. _ -:. � . . :_..._-_. . .. - . ,. � _ _ _ .__ a��e N/F BARTLETT __ __ .� -- , , __ �. _ �._:_:_ - �ca��; -�___ _ � ; _ -�,,rz �� oo� /6 ,^,- _. : _�_ -_ ,. _ _ _,___-.._.,,----- - - - - -- -- - -- -_ . _.--- - _ _ - -- Q �" � °' � n LOT 703 �/i, ' _ � I•�,� � 9;� ' rn � PRO f�USGrD I - D;vY�ELc ING a �� . ,. . . � . . N '- ' i . ��. _ ' 7a' ; P2000sc� � i 48' ;� � Z Pr�2k1�uG SPACES �5t' . � 8�.�6� �� - . � : � _ � VARIaNCE Y PLAN OF LAND 'OC�I TED lN j - CR4SI3Y ST1.RE_ET SA: LEM , M ASS . PREPARL�D BY EASTERN ''LAND SURVEY ASSOCIATES, INC. i ' CHRISTOPHER R. MELL 0, PLS , ' , 104 LOWELL 'ST. PEABODY, MA. 01960 , i �' (978) 53'1 -8121 � .; � ;;%� �'',�� SCALE: 1 " = 20' APRIL 10, 1998 I' TH/S PLAN HAS BEEN PREPARED FROM AN ON THE GROUND a� �{ PREPARE(D FOR ASSESSORS MAP 8 PARCEL l61 ` '� JO EL M P�R R O N FIELD SURI�E'Y US/NG EXlS71NG DEEDS AND PLANS OF RE'�CORD '� �%' - � PLAN REFERENCE LCC 11802 4 4 AND !S NOT TO BE CONS/DERED A PLAN FOR RECORDING OR � ' ` M;, PLAN nATED JULY 18, 1985 77-�E �;ONSTRUCTION OF DEEDS. NO CERT/FlCA710N lS lNAFNDED ' � �s:�� ::.��.�....��.;:�: � � ,. ,�., AS Tt� PROPERTY 71TLE OR AS TO THE EXISTENCE OF UAVWRfT1EN :�' '�� ' `� " "' ''' " '� �° - '` ' " �'"� '��: � d,��— � OR UNRECORDED EASEMENTS. o ,0 20 4o so 8o F 11176 � r�� ,...� _,_.� , , ,, , ; �. � .. ' _ _�-- — _ y _- ---- _ _ '. .�._.._r .-�-- - .�- __. .__ _ : - - .. _�____ - -._ _ � � i �- _- _�__._.�__ _ . - _ - _._ _ .... � �_ _ j 10 CROSBY STREET I OrmFJ��L' s'L! IVII� NO. 752 1/3 ESSELTE I NO gg 3 d I 1 i I I 1 3 71 I 1 iJ d JJE i i a QTY OF SALEM, MASSACHUSETTSINSPECHONAL SERVICES DEPARTMENT TY-IOMAS ST.PIERRE INSPECTIONAL SERVICES DIRECTOR /BUILDING COMMISSIONER KIMBERLEY DRISC OLL MAYOR 120 WASHINGTON STREET♦ SALEM,MASSAC USEM 01970 TEL:978-745-9595♦ FAx:978-740-9846 August 12, 2014 Re Pool permit application Robert&Jacqueline Tarnowski 10 Crosby Street Salem, MA, 01970 A representative of Gibralter Pools submitted an application, to this Department, for a permit to install an above-ground pool at 10 Crosby Street. The application is rejected because it did not include a separate fence enclosing the pool area, as required by Salem Zoning Ordinance. Additionally, the Building Department directs you to have a fence installed around the pool that is now existing in your yard. Failure to resolve the issues cited above will be construed as non-compliance and may result in the issue of municipal tickets and fines as well as further enforcement actions. Sin erely, H W Assistant Building Inspector 978-619-5643 hwagg@salem.com F4L-F/C. 0. COPY CONDIT� CERTIFICATE OF OCCUPANCY CITY OF SALEM Issued.1'air Permit H: 10; 9,9 sE SALEM, MASSACHUSETTS 01970 City of Salem Building Dept. ' 9��/MME OBS DATE I\IOVEIYIBE:R i='S 19 98 PERMIT NO. 1039—A.996 APPLICANT JOEL MARRONADORESS2ZF G?UAIL ROAD 395 (NO.) (STREET) (CONTRS LICENSE) CITY PEABODY STATE hIA ZIP CODE III 1`"-"')EILI — L TEL.NO. `-378-`;32- 4074 PERMITTO NEW BUILDING I ) STORY ONE FAMILY NUMBER OF (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) DWELLING UNITS 1 FAT(LOCATION) 1zI1Z11 Q1 CROSBY S"r REET ZONING (NO.) (STREET) DISTRICT R 1 BETWEEN ORLEANS AND VERDON (CROSS STREET) (CROSS STREET) SUBDIVISION MAP 218 LOT 0161 BLOCK LOT 8067 SGI FT BUILDING IS TO BE FT.WIDE BV FT.LONG By FT,IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS: CONSTRUCT NEW SINGLE FAMILY DWEI LING PFR PLANS R SPECIS SUBMITTED K. G. G. AREA OR VOLUME ESTIMATED COST$ 817.1, L7.Q)J;7 PERMIT @@ (CUBICISODARE FEET) FEE .p 485a 00 OWNER TARNOWSKI ROBERT J BUILDING DEPT. ADDRESS BY K. G. G of "'5ttlem, ttssttcljusefts �3nttra of {�enl z5 DECISION OF THE PETITION OF ROBERT & JACQUELINE TARNOWSKI REQUAT. SALE. , A VARIANCE FOR THE PROPERTY LOCATED AT 10'CROSBY-STREET�R-1 'CifRK•S OFFICE. A hearing on this petition was held June 17, 1998 with the following Board members present: Nina Cohen, Paul Valaskagis, Michael Ward, Ronald Harrison and Richard Dionne. Notice of the hearing was sent to abutters and others and notices of the hearing were properly published in the Salem Evening News in accordance with Massachusetts General Laws Chapter 40A. Petitioner requests a Variance to from lot area and lot width for the property located at 10 Crosby Street. The Variance which has been requested may be granted upon a finding of this board that: 1. Special conditions and circumstances exist which especially affect the land, building or structure involved and which are not generally affecting other land, buildings, or structures in the same district. 2. Literal enforcement of the provisions of the Zoning Ordinance would involve substantial hardship, financial or otherwise, to the petitioner. 3. Desirable relief may be granted without substantial detriment to the public good and without nullifying or substantially derogation from the intent of the district or the purpose of the Ordinance. The Board of Appeal, after careful considerations the evidence presented at the hearing, makes the following findings of fact: 1 . Petitioner was represented at the hearing by Attorney George W. Atkins,III of Salem, Mass. 2 . The petitioner's requested had been continued from the May 20, 1998 hearing. 3. The lot is owned by Crosby Realty Trust, Theresa M. Bedard is the Trustee. 4 . The lot was legally subdivided in 1985, and the Variance from lot area was approved by the Zoning Board of Appeals. Because of time statutes, Variance for both lot area and lot width must be requested. 5. The subject property sits in a one family residential district (R-1) , and the requested relied is necessary when one applies lot area and lot width restrictions. o . Variance has been requested in order to allow the construction of a one family residence. 7. Mr. & Mrs. Tarnowski, son-in law and daughter of Theresa M. Bedard, intend to reside in the proposed one family residence. S . Mr. Atkins presented plans for the proposed residence. DECISION OF THE PETITION OF ROBERT & JACQUELINE TARNOWSKI REQUESTING A VARIANCE FOR THE PROPERTY LOCATED AT 10 CROSBY STREET page two 9. Mr. & Mrs. Tarnowski sent a letter to neighbors to disclose their plans, which included blasting as part of the construction. The Petitioner also conducted a meeting with all concerned abutters and neighbors to discuss their plans. 10. At the May 20, 1998 hearing, Richard Callahan, 14 Verdon St. , Joe Melin, 15 Verdon St. , John Rooney, 3 Crosby St. , Steve Levesque, 16 Verdon St. , Richard Deschamps, 15 Crosby St. and Kevin Barry, 11 Crosby St. all expressed concerns about the blasting of the land. 11 . At the June 17, 1998 hearing, Theresa Bedard, 17 Verdon St, and Penny Hewitt, 18 Verdon St. appeared and spoke in favor of the petition. Richard Dechamps, 15 Crosby St. also appeared and spoke in favor of the petition and withdrew his concerns about the blasting. 12. At the June 17, 19998 hearing there was no opposition to the petition. On the basis of the above findings of fact, and on the evidence presented at the hearings, the Board of Appeal concludes as follows: 1 . Special conditions exist which especially affect the subject property and not the district in general. 2. Literal enforcement of the provisions of the Zoning Ordinance would involve substation hardship to the petitioner. 3. Desirable relief can be granted without substantial detriment to public good and without nullifying and substantially derogating from the intent of the district or purpose of the Ordinance. On the basis of the above findings of fact, and on the evidence presented at the hearing, the Zoning Board of Appeal voted unanimously, 5-0 to grant the variance requested, subject to the following conditions: 1 . Petitioner shall comply with all city and state statures, ordinances, codes and regulations. ? . All construction shall be done as per the plans and dimensions submitted. 3 . All requirements of the Salem Fire Department relative to smoke and safety shall be strictly adhered to. A Certificate of Occupancy is to be obtained. 5 . Petitioner shall obtain a building permit prior to beginning any construction. 6 . A pre-blast survey must be conducted. _ Variance Granted �,, June 17, 1998 //5`�"�c _� LV�GC� ae Michael Ward, Member Board of Appeal DECISION OF THE PETITION OF ROBERT & JACQUELINE TARNOWSKI REQUESTING A VARIANCE FOR THE PROPERTY LOCATED AT 10 CROSBY STREET page three A COPY OF THIS DECISION HAS BEEN FILED WITH THE PLANNING BOARD AND THE CITY CLERK Appeal from this decision, if any, shall be made pursuant to Section 17 of the Massachusetts General Laws Chapter 40A, and shall be filed within 20 days after the date of filing of this decision in the office of the City Clerk. Pursuant to Massachusetts General Laws Chapter 40A, Section 11, the Variance or Special Permit granted herein shall not take effect until a copy of the decision bearing the certification of the City Clerk that 20 days have elapsed and no appeal has been filed, or that, if such appeal has been filed, that it has been dismissed or denied is recorded in the South Essex Registry of Deeds and indexed under the name of the owner of record or is recorded and noted on the owner's Certificate of Title. Board of Appeal