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50 FORT AVE - BUILDING INSPECTION (2) � �;,y �% - �� The Commonwealth of Massachusetts tr� Department of Public Safety Massachusetts State BuIlding Code(780 CNIIt) Building Permit Application for any Building other than a One-or Two-Family Dwelling ��:,.',.." ,.. r ,y:�,. .,.;� , . : (Tliu Sechon Foi�Offic�al;Use Only) ' : � Build}ng Pernu[�Iumber ' �"-�Date Applied �'. .. ,Buildu�g Offic�al., . `� !� ' �• .A.' e y ;�,;.`�; r.e., -. . ., ,.6. . _.. . >... ...... . ...' .. . .. . ...... . . . . . F , , ;?qSECTION�l:LOC2.TTQN,{Please indicate�Block#and�Lot#for locafiops for which�a streM addFess is aot avazlable) . ...... . ... .. . .. . .. ._ _ . .. . . _.. _. _. ..: �;.�a: SO �a.-t{�,.�re- �C� . ��6� S FSD ww7F - Gr,�� u��a No.and Street City/Town Zip Code Name of Building(if applicable . . . . . ,. ;., ... „: . �. .. ,..�. �'..�?...... . 'a.�.=..;�_ ' .... _.. ! c..'. ECM['`FON 2:PROP�OSED.WORK � a .�... .� :. g I S . . E . , ._ e s . � . .. ,.� _ ,: _ . . ..... .. .. . . _... .._,� � m..,r_. Edition of MA State Code used_ If New Construction chxk here O or check all that apply in the tcvo rows below Existing Building❑ Repair❑ Alteration ❑ Addition Demolition O (Please fill out and submit Appendix 1) Change of Use ❑ Change of Occupancy ❑ Other C3�Speci[y: � I Are buIlding plans and/or construcflon documents being supplied as part of this permit application? Yes No ❑� Ls an Independent Structural Engineering Peer Review required? Yes ❑ No ❑ Brief Description of Proposed Work: S�S- �oo k [�y /0�'{�wt' bub�dUnw a�G�� f�o L�v� ' b✓IL.�G6.L '(- � � u6� �n .. �/N.C'fi'7u�. 'a�SO1hc S Jr»cGSS JLme- t � ' ��worlci � w t �on crel�� wa 1� �SECTION 3:COMPLE'TE'THIS SECT70N IF EXISTING BUILDING UNDERGOING RENOVATION,ADDITION OR':;�;; _� .. .. : `' i .,.:.,:'. ' „„y., ..=. .�..r,,,, ..i;.. CHANGEINLISEOROCCUPANCY. ,,•�'.' � . ' ; "`' .•, , „ ,;., r, +,, , �. , .. »., :s. . ....,.ar ., ., ,., .. � Check here ff an Existing Building InvesrigaHon and Evaluafion is enclosed(See 7S0 CMR 34) ❑ Existing Use Gcoup(s): Proposed Use Group(s): � - , „S,ECTION4�BUIIiDING��H6IGHTAND,AREA<�;� n. . �,, , °" ��aE •� yL,.. .<:-..? . .. r� , � E�cisting Proposed� � No.of Floors/Stories(include basement levels)&Area Per Flobr(sq.h.) � L � Total Area(sq.ft.)and Total Height(ft.) � Z u�. .., . . .., ... .. ._, . . . . : .,.., �� .�: , .�,., ,h:�.,.' � a..,,,. ;�,,,„,t.a� , S',ECTIONS:I75E�C�ROUP(Check°as.applicablepr, .z. . . . �-` ' .,,,�„ � ,;,, , ...n;'� 'i .. A: Assembly A-1❑ A-2❑� Nightclub ❑ A3 ❑ A11❑ ��A-5❑ B: Business ❑ E: Educational ❑ � F: Fado F-1 F2❑ H: Hi Hazazd H-1❑ H-2❑ H-3 ❑ H-4❑ H-5 0 I: InsHturional I-1❑ I-2❑ I$❑ I-4❑ M: Mercanrile❑ R: ResidenHal R-1❑ R-2❑ R-3❑ R-4❑ i S: Storage Sl❑ S2❑ U: Utility O� Speoal Use O and please desaibe below: ', Sperial Use: � .`.....�` „ �;.. . ....s.:.'_...`" � ;,, ,-SECT.ION 6:'CONSTRUCZTON.TYPE(Clieck as applicable) �,`+..�.e;.. �� ,t .. :: 3_ I IA ❑ IB ❑ IIAO IIB ❑ IIIA ❑ IIIB ❑ IV ❑ VAO VHO . n� " ` SEC'PION 7 SITE�INFQRMATLON refer to 7$0 CMIL 3110£oi d'e;azls on each'�:rtem �° ,i. _�. �'r..,. .. u ..... ....... ._.. . �.. ,.... .. �,.._.., ....� . .. . .. .�. . ., _... . .,.,. ....). . . .: Water Supply: Flood Zone Informafion: Sewage Disposal: Trench Pemut Debris Removal: �� Public❑ Check if outside Flood Zone❑ Indicate municipal A h'ench will not be Licensed Disposal Site❑ Private❑ or indentify Zone: or on site system❑ required O or trench or specify: pemtit is enclosed❑ . Railcoad right-of-w—a/y: Hazazds to Air NavigaHon: NIA Historic Commission Review Process: Not Applicable L�i Is Structure within airport approach azea? Is their review comp_l�ed? � or Consent to Bufld enclosed❑ Yes O or No C3� Yes❑ No [3" �✓I�} � � '- � ` x�"'., : ` ' -,; :�SEC'ITON 8�CONTENT:;OF CEATIFICATE';OF OCCUPF.NCY, , ,�", ,„wy ..,..,.,, i . .......... . :..... ...... . _... ..:.... .. ,. .�. . . ..il. :%- Edition of Code: �Use Group(s): � Type of Consfruction �� Occupant Load per Floor. . Dces the building contain an Sprinkler System?: Special Stipulations: � ` :'.. ' ..:, ' . » y.y SEGITON.9: PROPERTYOWNFI2 AUTHORIZATION i,.:� . . ..., e?; , '`: Name and Address of Property Owner �� ..�� ., . _��-,� -��L_�+�s�t�t So�fl4� . ��'x��_,n�l� �1`1S-17 Name(Print) No.and Street City/Town Zip Property Owner Contact Information: �"}�r- �C� ,ry./'_,{�'r� � r 'GCVG.�.' �cL+1 ��- '7'1J✓ - - � Title Telephone No.(business) Telephone No. (cell) e-mail address If applicable,the property owner hereby authorizes Name Street Address City/Town State Zip to act on the ro er owneCs behalf,in all matters relative to work authorized b this buildin emut a licafion. ' ��. `'" ;�.�,:+ � SECTION 10 CONSTTiUCTION CONI'ROL(Please fill out Appendix 2} � �..: <.; ' � ; �., � r �': :. 4� . ,a:.- �. _ . .. a. .. .,.. ji � ��t�3i�35,0002uS'f1"oE enclosed s ece,azid%oF not undee_Cbnktmcfion Conhol theneL' „..,a. btiildin �s less �� eck here O and sld 5ecfion101 .., '�.e . . , �., ..,,. ., , . . . 10.1�Re"'`stered'Prdfessional:Res'bnsiblefor�iConstr�ictron Control;"�". `� u E " � � - :...a...> ��d.M. , ��, _ ��Z�� -rri;.a�nc.-r��ti�a �, 3�-�3� Name(Registrant T�e;ephone No, e-mail address o' Regish�ation Number . , � .9ss'3 S��'E� �c:,�,utc,. ,Fi{. i.�sr��F�l[� �t'1� — O� ' �� Street Address City/Town State Zip Discip� ExpiraHon Date 10.2 General Con�aGtor '� �., ''� : `. '. � � n�... .. . ... w .. ... F.lm .. u.: .... . �... .� n '..n�. .��. WS�',�'f'fS»..4' Y� i1S'a'� A/1� �NF- . Company Name _,e�lo� �.�� Name of Person ponsible for Constrvction License No. and Type if Applicable ��b.�( D r�v� ��:�u� � � Sh�eet Address . City/To State Zip �5�:�� -`�Sl-_�4- F�'. " rn Tele hone No. usiness Tele hone No. cell � e-mail address ... .��_ . :. ;.SECTION.IL-4VORKERS:-COMPENSATIONINSURAPCEAFFIDAVIIIGLG.Lr;e.152:§:25C.6) ,,, �,°� „. ,..; ?�, A Workers'CompensaHon Insurance Affidavit from the MA Depar�ent of Industrial Accidents must be completed and submitted with this application. Failure to pxovide this affidavit will result in the denial of the issuance of the building peimit. Is a si ed Affidavit submitted with this a lication? - Yes 0� No ❑ � � r -� s ,,,,, ��e$ECTiON12.CONSTTZUCTIQN,COSTSAIVD�PERMITFEE.� � '"' ::. `` „ t .'< . ..: . . ... , . .. �r . ..... , _. . .__ . . . .. . Item �� Estimated Costs:(Labor and MateriaLs) Total Constructlon Cost(from Item 6)_$ 1.Building $ Building Permit Fee=Total Construction Cost x_(Insert here 2.Electrical $ appzopriate municipal factor)_$ 3.Plumbing $ " 4.Mechanical (HVAC) $ Note:Minimum fee=$ (contact municipality) 5.Mechanical Other $ Endose check payable to 6.Total Cost $ (contact municipality)and write check number here � ..,. ..-, ..� , � � � -;5 ' ' � SECTION 13 SIGNATURE OF BUILDING PERMY'I APPLICANP ,,,,, ;-; 3 ,3 j, :`-. . .. . ,�:�, - ... .... .. . �,.., ,. . ..��.,. , : ., By entering my name�below,I hereby attest undei the pains and penalties of perjury that all of the infomiario ' ed in this �� applicarion is true and accurate to the best of my knowle'7dge and understanding. T�1� a `) �G �K/�•d.Y� �fbt �A'kfjY��i/1CY/I�� - �' �' � Please p/ri�nt and sign am Tifle �q�Tel hone� o. ate 'i � l '.�.N'�v�� /'Yn,P� _ Q /'�r �i Street Addcess City/ wn Sta ip � � �� ' I � : . . ;' , � .�� .� , Mu�uapallnapector3ofilloattiussechonuposappl�cahonappcoval' _ - � qq l .� a s�..�.:e� . Y .F -k �,. 4 ,. . . ¢�.e . , �...y. }* m , n.... rs.a�i. , • t r.... .:lV�l2 ' ..�e .,��flt@� r-= . .� Appendix 1 � For the demolition of structures the building permit applicant ahall atteat that utility and oth� eervice connections aze properly addressed to ensure for pnblic safety. Please fill in the informaHon below and submit this appendix wiH►the bnilding permit application. The bvilding permit applicant atteets nnder the pains and penalties of perjury that ' the following is true and accruate. Properly Location(Please indicate Block#and Lot#for locations for wk�ich a street address is not available) No.end Street City/Town Zip Name of Building(if applicable) For the above desccibed property the following action was taken W ata Shut Off't Yes❑ No❑ Provider nobfied and Release obtained7 Yes❑ No❑ Gas Shut Offt Yes❑ No ❑ Provider notified and Release obtained? Yes❑ No❑ IIectricity Shut Off7 Yes� No ❑ Provider notified and Release obtained7 Yes❑ No❑ Yes O No ❑ Provider notified and Release obtained? Yes� No❑ Other(if applicable) Yes❑ No ❑ Provider notified and Release obtained7 Yes❑ No ❑ Other(if applicable) . ,� . . , APPendix 2 I Conetxuction Documents aze required for atructures that muat comply with 780 CMR 107.The checklist below ia a compilation of the documents that may be required for thie.The applicant shall fill out the checkliet and provide the contact information of the registered professionals responsible for the documents. This appendix ie M be submitted with the building permit application Checklist for Construction Documents* Mark"�C'whae a licable No. Item ubmitted Incom 7Me NotR u3ced 1 Axchkectuxal � -A 2 Fovndativn -F1 � 3 Struce�xal 4 F'veSu mssian 5 Piie Alemi m re aters 6 HVAC " . 7 Hlectdcel � 8 Plumbin mcludeloralconnectluns -�l 9 Gns atural,Pro ane,Medicel or ottier � 10 Suxv ed Site Plan h7ities,Wetland,etc . 11 S dHtations . 12 ShuctutelPeerReview 13 Structutal Tesb k ons Pr 14 Fixe PmtecHon Nerrative Re rt 15 E�dstin Buildin Sury Im�estl etlon SE➢p@ATZ v RE� 16 Ener ConsecvationRe o�t — 17 ArchitectuielAaressReview 521CMR BLT /C f� '� � 18 Warkera Com ensation Insurance � � � 19 HazazdousMaterlalMitl ationDocumenta4on `� � 5+4+�� 20 Other 21 Othez 72 OH�r •Areas of Design or Construction for wldcl�plans aze not mmplete at the time of appllcation submitlal mnst be idmtl6ed hemfn.Work so idmti9ed must nM be commenced until this application has been emended and the pmposed constmction do��ent emendment � lies been appraved by the authority heving jurisdictloa Wotk sterted prior to approval may be subjected to trlple the orig'vialpmnit fee Registered Pxofessional Contact Information JyvN �_�- �'.4 Tml��_ T � 1�i....ro egistrationN ber Neme(Registrant) Tdephone No. e-aw7 address v RL r��r� G_ `�-n �YJti— `�--�s—� �L , �� ?s H 1�IYIfr+�S,w� Disa Lne h n Date Street Addmss Ci /Town 3�ate T p �P"� . Ro E�� sr. a.�,� �i3�� 3a4o R�z��T�,��n� u�a�c� B � Registretion Number Name(Registrant) Telephone Na. ama�7 eddresa COl'�'' �Sa m�) � 51�SSY�, (o *�.�'Jl�- , Street Addmss Ci Town Smte Zi Discipline ExpiTallon Date PETE0. A YYO�Ki�.� ��oJ._ �lYYO'�WSA��'i6#If.� tationN N�e(Registrent) Telephane No. e-me�addxcss (D J'�" (SAmb) �� IS[teet Addiess � Ci Town State Zi Dfsclpllne Explxatioa te A — ATTALNCD EOAv�SrvG� rtri9� C.�OE Ur+�6LSAncI=. SKE�:�T � g n SPeISfStFrr�S c u EBb� 46.ob4ov.. 0.E�aM11' D i i Ca.r,c Mt^C1F :r� A�R�� CERTIFICATE OF LIABILITY INSURANCE ��==�`"a="°°"i"" THIS CERTIFICATE IS ISSUED AS A A9ATTER OF INFORMATION ONLY ANO CONFERS NO RIGHTS UPON THE CERl7FlCATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATiVELY OR NEGA7NELY AMEND, EMEND OR ALTER THE COVERAGE AFFORDED 8Y THE POLICIES BELOW. THIS CER7IFICATE OF INSURANCE �OES NOT CONSTRUTE A CONTRACT BETWEEN THE ISSUING �NSURER(S), AUTHOR2ED REPRESENTATIVE OR PRODUCER AND THE CERTIFICATE HOLOER. IMPORTANT: fl the ceMifiwte holder Is an ADDITIONAL INSUREU,the policy�ies)must be endorsed. If SUBROGATION IS WAIVED,subjed to the terms and condifions of the policy,certain policies may require an endorsement. A statement on thls certificate does not wnfer righfs to the certifiwte holder in Iieu of such endwsemeM(s�. PROOUCER 1-61'l-338-655$ Hp�E�T M8t9ueiSG¢ PdLBnt Amea s Gough, Inc. PH�H . 61'l-328-fi555 aC �; EfLA1L B59 Willard Street l�ooftEss' Suite 340 PROO�U�1 ' Quincy, MA 02169 Xichael Heclih INSURE S AFFORDINGCOVERAGE NAIC9 WSUREO . Bi3URERl1: Zuiich NA Weetoa & SdNj180II Cd9l. InC. gySppEqB: COIIt�R2IIia3 Caeualt 5 Ceatenniel Dr. RlSURFAC: National Pire Ineuiaace HJSURERo: Steadfast (7 M) peabody, MA 01960 MSURFRE: TiaaaporYation Iae. Co. MSURERF: Continental COVERAGES CERTIFICATE NUMBER: z37z957s REVISION NUMBER: oi hilS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAME�ABOVE FOR THE POIICY PERIOD INDICA7ED. NOPNRHSTANOING ANY REQUIREMENT.TERM OR CONDffION OF ANY CONTRACT OR OTHER�OCUMEN7 WITH RESPECT TO WHICH THIS CERTIFICAiE MAY BE ISSUEO OR MAY PERTAIN,TIiE INSURANCE AFFOftDED BY TNE POl.ICIES DESCRIBEO HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS ANO CON�ITIONS OF SUCH POUCIES.IIMITS SHOWN MAY HAVE BEEN REDUCED BY PAIO CWMS. IHSR 1ypEOFRJSURqNCE � � POIICYNUMBER M�WO YEFF �P�p�Y UMRS tTi A GENERALLNBIIIIY GLO 4882961-00 O1/U1/1 OS/O1/17 EnCHOCCURRENCE S 1,000,000 z` CAMMERGWLGENERAlLIA01LITY � P �MSES .ace rter�ce 8 500,000 GIFIMSMA0EO0CCUft ME�IXP(MymepersoN % 5,000 PEft50NALfiAOVINJURY 5 1,000,000 GF1JEfWLAGGREG�IiE $2,000�000 GENtAGGREGATE4MITPPPl1E5PER: PROOUCTS-COMPIOPAGG E 2.000,000 P��, X PRP LOC $ � B qUTOMOBILELIABILm 4019365805 AOS Ol/Ol/1 Ol/Ol/11 COMBINFDSINGIEUMIT y1,000,000 L x 4014565755 01/Ol/1 Ol/Ol/13 (Eaacddenc) qNYAVfO . BO�ILYINJURY(Perpenon) E ALL04VNEDAIfr05 BOOILYMJURV�Peracdtlent) 5 SCHEOUlEOAUTOS PROPERTYDAMPGE s x NIRE�AUTOS (PaectitlnnQ X NON-0NRiEOAUT05 E 5 D UM6FELULIaB X OCCUR 580 4882966-00 O1/OlJl O1/O1/12 Eq�Hp��URRENCE $ 7.000,000 X E%�E55 UAB ��.MppE AGGREGATE S�.000,000 �EOUGTIBLE ' . 5 RETENTION 5 � woRKERSCOfi1PENSAT10n p099440613 O1/OS/1 �I/O1/12 R �STATLL O1H- . PNDEMPLOYERS'4A80.RY ANYPROPRIETORIPPRTNEWFJ�CUTIVE Y� N�A E.LFACHACCIOENT g 1�000,000 OFFICER/MEMBEREXCLUDEDP E.LDISEASE-EAEMPIOY S 1,00O,OOD (Mendarory m NH� IIyas,deaaibe�Mer E.L.�ISEPSE-POIICVLIMR g 1�000,000 DESCRIPTION OF OPERATIONS Eelow � F INSTALLATION FIAATSA 2099940563 O1 O1 ly O1 Ol 12 Limat 2, 00,000 I DESCWPTION OF OPERATpNS I LOCAliON9/VEN ClES(Attaah ACORP 101,AdCilionel ftemerFs 9Wedule,If mom space o required� Contract No. 30-3 Sanitary Sewerage System Cleaniaga Receiviag Pacility South Sasa�c Sewarage oietrict and Tighe 6 eond, Ine. are ineluded aa Additional Ineurads with reepect to General, xuto IImbrella policiea. In tLe eve¢t af Caacellation, the Inaurance cmvpaniea, sLown ebove, will provide 30 Days Notice o£ Cancellation, Hrior to any aancallatioa; to Certificate Holder. The Umbralla policy providas cwaxage over the General Liab7:lity, Auto Liability and �ployer'e Liability policiee 4P0 Waiver of Subzogatioa applies in favor of AddiCioaal Iaeuzede on all policies, cmcept Profeesional LiaLility. • Plaeee read ovez Vmbzella Form. CERTIFICATE HOLDER CANCELLATI6N SHOULUANY OF TNE ABOVE DESCRIBED POUCIES BE CANCELLED eEFORE 3ovtL Hseex Seweiage District THE E%PIRATION OATE THEREOF, NOTICE WILL BE DELNERED IN ACCORDANCE WfTH THE POUCY PROVISIDNS. ;1 Hott Avenue pIRHOW2E�FEP0.E6ENTFTIVE Salm�, MA 019'/0 ��7 �rk��J QSA 7 mgeraixas 0'1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009109) The ACORD name and logo are registered marks of ACORD 23729572 BUILDING PERMIT For Sanitary Sewerage System Cleanings Receiving Facility Contract No. 10-3 South Essex Sewerage District R � SALEIvl; MASSACHLTSETTS `4 � �,. +t ts � '� Prepared by �"` Weston & Sampson CMR, Inc. November 10, 2011 �..J.--., TABL� OF CONTENTS Page 1. Building Permit Application................................................................................................... 1 2. Appendix 1.............................................................................................................................. 3 3. Appendix 2..............................................................................................................................4 4. Certificate ofI,iability Insurance......................................................................5 Attachment A Contract Drawings Code Co:npliance Sheet Attachment B Specifications Attachment C Program Report Attachment D ComCheck C:I Users�sykoraj I Documentsl PROJECTSI SESDLSESD Bui(ding Permit.dac 1 . SESD Con[ract No. 10-3 - Sa�iitary Sewerage System Cleanings Receiving Facility Program of Structural Tests and Inspections ' Proiect South Essex Sewerage District—Sanitary Sewerage System Cleanings Receiving Facility Location_ Salem, Massachusetts Owner South Essex Sewerage District Owner's Address South Essex Sewerage District Tel - (978)741-8729 50 Fort Avenue Fvc-(978) 741-0478 Salem,MA 01950 Owner Contact See Building Permit Architect of Record Not Applicable Structural EnQineer of Record(SER) Robert St. Martin,P.E. Tel—(413) 562-1600 Tighe&Bond Consulting Engineers Fax—(413)562-5317 53 Southampton Road Westfield,MA 01085 Testin¢Agencv (TAl To Be Determined Tel - (a pzJ— �C�Z _ �d� � �.W CO`+2 �Yl�l/�2��1 �j F� I � �� f�2 ril2oy J Geotechnical Engineer(GE) Allison M. McCauliffe,P.E. Tel—(860)704-4760 Tighe&Bond Consulting Engineers Fax—(860) 704-4775 213 Court Street, Suite 900 Middletown, CT 06457 Construction Observer(COl Ryan J. Pavlica Tel—(603)433-8818 'Cighe&Bond Consulting Engineers Fax—(603)433-8988 117 Corporate Drive Portsmouth,NH 03801 This program of structura]tests and inspections is submitted as a condition for issuance of a building perm�t in accordance with the 2009 International Building Code(IBC 09), and 780 CMR the Massachusetts Amendments to IBC 09. The firms, agencies, or individuals noted above(hereafrer referred to collectively as agents)will perform the structural tests and inspections as specified herein. The complete set of Contract Documents(Drawings and Specifications)that accompany the application for building permit is to be considered attached to this program as reference material. This program does not relieve the Contractor of their responsibility to conduct the work in accordance with the requirements of the Construction Documents,the approved Shop Drawings,the 2009 International Building Code, and the Massachusetts Amendments to IBC 09. Page 1 of 7 � ' SESD Contract No. I D-3 - Sanitary Sewerage Systen: Cleanings Receiving Facility Program of Structural Tests and Inspections Construction CateQories: The following construction categories, if checked, are included in the program of structural tests and inspections for this project. Specific tests and inspecfions required for eachdesignated category are listed on the page noted opposite the category. Construction Cate�ory Paee Construction Cate¢ory Paee � Earthwork 3 � Structural Precast Concrete 5 � In-situ Bearing Strata 3 � Masonry 6-7 � Controlled Fill 3 ❑ Structural Steel _ ❑ Underpinning ❑ Steel Joists _ ❑ Pile Foundations ❑ Steel Deck Q Drilled Pier Foundation � Handrails/Guardrails 7 � Cast-In-Place Concrete 4 ❑ Wood Framed Construction _ ❑ Post-Tensioned Concrete ❑ Other _ Performance SpeciSications: The following construction components, if checked, are designated in the Contract Documents on the basis of a performance specification to be designed by the Contractor's or Subcontractor's registered professional engineer. The design of these structural elements or systems will be reviewed by the SER and their construction is included in the program for structutal tests and inspections. Construction Comnonent Paee � Pre-cast/Pre-stressed Components 5 ❑ Post-Tensioning Steel _ ❑ Structural Steel Connections _ ❑ Metal Buildings _ ❑ Cold-Formed Metal Framing ❑ Steel Stairs &Handrails/Guardrails ❑ Wood Framing _ ❑ Skylight Systems _ Reports: Test and inspection reports prepared by the SER, TA, and GE will be collected and maintained by the SER and distributed, according to the procedures established by the Building Official. Prior to the issuance of a certificate of occupancy the SER wi]] submit a final report to the Owner and Building Official in accordance with the Intemational Building Code 2009, and the Massachusetts Amendments to IBC 09. Prepared by the Structural Engineer of Record: Name: Robert St. Martin,P.E. Signature: Firm: Tighe&Bond Consulting Engineers Date: November 9, 2011 Page 2 of 7 SESD Contract No. IO-3 - Sanitary Sewerage System Clemzings Receivi�zg Facilily Program of Structural Tests and Inspections Earthwork(Sections 02315 and 02320) Item Agent Scope 1. Excavation GE Review existing sub-soils and groundwater conditions during building excavation. � 2. Bearing Strata GE Review the in-situ bearing strata and compacted structural fill bearing strata for footings and slabs cast on grade for conformance with Geotechnical Engineering Recommendations,Spec. Sections 02315 and 02320,and the Con[ract Documents. 3. Shvctural Fill � TA Observe and test compacted structural 511 for conformance with Spec. Sections 02315 02320 and the Contract Dowments. - � Page 3 of 7 SESD Contract No. IO-3 - Sartitary Sewerage System Cleaniizgs Receiving Facility Program of Structural Tests and Inspections Cast-in-Place Concrete Construction (Section 033001 Item Agent Scope L Mix Design SER Review mix design for each required strength of concrete for conformance with Spea Section 03300 and Contract Documents. 2. Materials Certification SER,CO Review for conformance with Spec. Section 03300 and Contract Documents. 3. Reinforcement Installation CO Inspect all reinforcement for grade,size,quantiry,spacing, condition,cover and placement,for conformance with the approved Sh�p Drawings and Contract Dowments. � � SER �Periodically review of same,during site visits. 4. Formwork CO Inspect for general configuratioq cleanliness, and cover to �I reinforcement. 5. Concrete Placement CO Observe concrete placement operations. Verify conformance wi[h Spec. Section 03300, including cold weather and hot weather placement procedures. i SER Review of same, during periodic site visits. Review cold weather and hot weather placement procedures submitted by the Contractor. 6. Testing and Evaluation of TA Sample and test concrete, in accordance with Spea Section Concrete Strength 03300 and Contract Documents. SER Review test results for concrete. 7. Curing-and Pro[ection CO Observe curing procedures and protection of concrete from high/low temperatures and rapid loss of moisture. Verify . conformance with Spec. Section 03300 and Contract Documents. SER Review of same,during periodic site visits. Page 4 of 7 SESD Contract No. 10-3 - Smiitary Sewerage Systen: Cleanings Receiving Facility Program of Structural Tests and Inspections Precast Structural Concrete(Section 03410) Item Agent Scope 1. Mix Design SER lieview mix design for eaeh required strength of concrete for conformance with Specifications and Contract Documents. - 2. Ma[erials Certifica[ion SER,CO Review for conformance with Specifica[ions and Contract Documents. 3. Precast Conerete Unit SER Review supalier's structural design of Precast Strcctural Assemblies Concrete for confoxmance with Specification Section-03410 and Contract Documents. 4. Curing and Protection SER Review supplier's.curing and protection procedures for Precast Structura]Concrete for conformance with � Specification Section 03410 and Contract Documen[s. 5. Testing and Evaluation of SER,CO Review supplier's compressive strength tests of Precast Concrete SVength Structural Concrete for conformance with Specification Section 03410 and Contract Documents. 6. [nstallation of Precast CO Inspect installation of Precast Structural Assemblies. Check Structurnl Concrete component type,size,spacing,and placement for � conformance with the approved shop drawings. Check member-to-member connections and connections to adjacent support elemen[s for conformance wi[h the approved Shop Drawings and Cont�act Documents. SER Review of same,during periodic site visi[s. Page 5 of 7 SESD Contract No. IO-3 - Sanitary Sewerage Systen: Cleanings Receivittg Facilily Program of Structural Tests and Inspections Masonry Construction(048101 Item Agent Scope 1. Review ofTes[s Submitted By SER Review tes[s submitted by Contractor covering each class of Contractor fur Masonry masonry unit and type of masonry assemblage,including of Units/Masonry Assemblages mortar,grout,and prism tests. Verify canformance with Spea Section 04810 and Contract Documents. 2. Materials Certification SER,CO Review concrete masonry units,masonry veneers,precas[ concrete units,mortar and grout materials to be used in the masonry construc[ion for conformancawith Spec. Seclion 04810 aod Contract Documents. 3. Testing&Evaluation of Mortar TA Sample_and tes[mortar and grout used in field for mas�nry &Grout Strength constmction for conformance with Spec. Section 04810, and Contract Documents. ' SER Review test results for mortar and grout. 4. Proportioning,Mixing,and CO Observe field procedures for proportioning and mixing of � Consistency of Mortar&Grout t}1e mortar and grout to be used in the masonry construction. SER Review of same,during periodic site visits. 5. Masonry Installation CO Inspect and report on installation of masonry units for general configuration and placement. SER Review of same, during periodic site visits. 6. Anchorage CO Inspect type, spacing,and placement of masonry anchors and ties for conformance with Spec. Section 04810 and Contract Documents. SER Review of same,during periodic site visits. 7. Reinforcement Installation CO Inspec[reinforcement for grade,size,quantity,spacing, condition,cover,and placement,for conformance with the approved Shop Drawings and�Contract Documents. � SER Review of same,during periodic site visits. 8. Grouting Operations CO Inspect cells of masonry units for cleanliness prior to grouting. Observe partial/full grouting procedures for conformance with Spec. Section 04810,and�Contract Dceuments. SER Review of same,during periodic site visits. Page 6 of 7 SESD Co�¢tract No. 10-3 - Sanitary Sewerage System Cleanings Receiving Faciliry Program of Structural Tests and Inspections 9. Weather Protection CO Observe protec[ion of masonry against cold and ho[ weather, Verify conformance with Spec. Section 04810 and Contract DocumenTs. i SER Review of same,during periodic site visit�. 10. Anchorage of Exterior W all CO Inspect type,size,spacing,and placement of approved Masonry Veneer anchorage[o adjacent back-up framing for conformance with Spec. Section 04810 and Contract Documen[s. SER Review of same;during periodic site visits. . $andrail/Guardrail Assemblies (Section 05500) Item Agent Scope 1. Handrail/Guardrail SER Review supplier's railings for conformance with Spec. Assemblies Section 05500 and Contract Documents. , 2. Materials Certification SER Review certification of materials for conformance with Spec. Section 05500 and Contract Documents. 3. Installation of CO Inspect ins[allation of handrail/guardrail assemblies. Check Handrail/Guardrail Assemblies component Type,size,spacing,and placement for conformance with the approved system design.Check member-to-member connections and connections to adjacent steel/concrete support elements for conformance with the approved Shop Drawings.and Contract Documents. SER Review of same,during periodic site visits. Il5/51]BG/ConscmnioNBuildin6P«miJS-I]8<RevisW Pro6�+mo�SwnurdTrs¢endlrtryec�ions.doc Page 7 of 7 s . r TECHNICAL MEMORANDUM�TRANSMITTAL T�8CB011d SESD Contract 10-3 — Building Permit To: Rob Szmyd Alan Taubert FROM: Fred Mueller, P.E. DaTe: November 16, 2011 I Weston & Sampson has revised the preliminary Building Permit Application per our recent I comments. I Based on the preliminary submittal for the projects schedule of values, which appears approvable, I recommend that the foilowing (along with the attached schedule of values) be considered during fee discussions with the building inspector: Total Project Process Site Work/Other Building Work Part 1 - Hopper Mods $56,000 $56,000 0 0 Part 2 - Septage Mods $33,000 $33,000 0 0 Part 3 - New Buildino $390.000 $0 $110.000 �280.000 Subtotal $479,000 $89,000 $110,000 $280,000 Part 0 - Overhead - �55.200 �10.250 �12.700 �32.250 Total $534,200 $99,250 $122,700 $312,250 attachment ]:\S\51784\Cons[ruction\BUIIEing Germit\Transmlttal anA Summary Memo Rev.Aoc Progress Estimate Contractor's Application For(wntran): SenimrySewwgeSys�emClmningsReceivingFaciliry,SelwMa Applim�ionNumber: 'fEA�LATE � ppplimtionPenod: ApplimYonPmod: Nov-11 APFlirs[ionDa�e: IS-Nov-11 A B WohCom0leted E F G �� D TaulComplered � BalanmmFinish � $pecifimtion5n�ion . SCM1duIMValm FromReviomAOPlimtion ThisPaiod Smral(�otinCorO) andSrorcdmDam p (B-F) No. Dacnp000 �C+D) (C*D+E) e Gmcral Coevnn Wa1k 0mdsandl�swsncc 512,000.00 S - S - 3 - S - SI?W0.00 S - f13,000.00 co�n.o�nem��wro� OVERHEAD s„000.no s - s - 5 ' t . w,a000a � ShoV Dmviu& 36.000.00 5 - 3 - 3 - �i MobJivnon 512,6W.W 5 - 5 - S � f - 513,60000 Dmobilimlian SI?6W.U0 S - 5 - d - S - f13,600.00 Pe NoppvWotklvE[iftioR��4inR 02210 Clea- opperOanoilinon Aq000.00 S . 5 - S - I - ,0000 03300 ClceningHopper cic f15,�00.00 S - S - S � S - 335,00000 05500 CleaningHopperMixMe� s 19.000.00 S - S - f - S j9 W0011 I5101 ClcaviugHopperDunlclmn S],00000 5 - 5 � S � 5 - S),000.00 15103 Cluni�HopperCoppcPiping 51,000.00 S - 5 - S ' SI,0000� I5110 Qca�i�gHopperVel�n W.U0000 S - S - S - S - �,��.� TotW Gcnael Contran Wo�l 56,OOU.UO PROCESS Tofal F�ICESubcantractWOA Pa�'liwo $qilageReto'ioQWor4lnEzieYngBuildiog 02210 Sep�age Rsm'ing Ppc IXmoli�ioo SS,U00.00 S - S - - S SS,UO�W 09900 Sepugc 2acirwe Peww�g Si.000.00 S - 5 - S - 5 ' 53.000.00 I5101 $eptegeRxeivmgDuctiklmnPiping SIOUOII.W f - f - 5 3 " SIO,000.00 Totel GrnaW Couaan WoA 31I,a00 00 Ifi080 Scpugc2�i� ncvlTctinB S6.00O.W I - 5 - f - 5 � 56,WOW 1609t 5 ivingDmioliiianinF'Ai�geuilaing s�aUa000 s - 5 - E - 5 - f� , o TotW FiICESubcantreUWoh 316,00000 PorITM1ree WorkmCooetrutlAtlditioom�LeBoilEinµ pZZ�p slaUa000 i - i - 5 - S , 000 W315 E�cavuionaMBrcll11 325,000.00 S - I - S ' S15,40000 02515 PVCPipemdFimnes �00 S S - - 5 - 515,000.00 ozs�o MaMola@Cdchbazins SITE WORK siso - s - s � su,aao.00 azvao xmm�.n.ondi siauao.00 s � s - s - siauaoaa 02]90 @mpcCuAiv 55.00000 S - S S - f5.000.M CwaeteSiEcwehs SS,OOUW I 5 5 t OJ200 Rebar(Fumish) R0000.00 f - f - 5 - f - S20U0�.00 0330o ro��anuo�wdi BUILDING szeuoo.00 s - s - s � s - sze,aao.00 W300 c��nesleb 311.a00.oa s - 5 - s - i - S�zUoo.00 03410 SwcwnlPmcmtConcme 330UOOW 5 f S 5 330000.00 snissoo.aa s3�sloo.ao � EICDC G620 Covbacwfs Applimtion for Paymmt O 200'1 Nefio�l Saciety of Pmfessiorel Enginars Por FJCDC. All righ�s ruerved. ' Page 2 of 5 � . _ - Progress Estimate Contractor's Application I For(wno-attl: Senirery Seweea8e System Clmnings Receivi�Pealiry.Sslem Ma APOlicetion Number IEMPLAIE AppliotionPeriad: Nov-11 APFlicationDa�e: ISNw-11 A B WorkComplG¢d E F G ��eT � D TotniComplerod % BalenamFinuh SpaifutianSec[ion p�vti� ScheduledVelue FromPreviousApplicetion ThaPenod Smrcd(mtinCorD) avdSwredmDam m (B.F) T.o (C+D) (C D+C) B 05500 Livmix W,400W E - S - S - S - 54.000.00 06100 RougM1Carpcwv 59,00000 E - S - S - S - E9,OOD.00 anlo Bui�divg��..ulmion Sa,000ao S - S - S - E - EB.oW00 0"RAO FsmnorlominiovendFinish5prcm 511,000.00 E - S - S - f - E12,000.00 0'l532 ElabomaicMembrvwRoo�g SIOUOO.W S - S - b � S - SI0,000.00 0'l930 loiu�5ulanb SI,OOQ00 E - E - S - S - E1000.00 08110 Doon miE Hvdnare Sa,u0000 S - S - b - 3 - E8,000.00 S I5150 Sm�imyWssmeMVemPiPing 53.00000 E - E - S - S � Sfi000.00 5810 FiM IassDurnror4:Motlifcnions SBOOO.OD S S E - S - E8000.00 01>30 O&MMenua�a 5?000ao E - S - E - S E2.000.00 orno As-Bud�Um�ings OTHER . . - - - s � npoo.00 i�ao wm.�rn , . s - s . si.000.00 s ro�,i cmvrco�ceuwo�: szas,00a.m 04810 UnitMesomvAssemblica 55<,00000 8 - E - E - S - ESA,OJ000 ictxo ceoa��mn�cani� BUILDING s�3,uoo.00 s - s - a _ s � ai3.000.00 Ifi131 ConEuii SIQ500.00 S - E - S S SI0,500.00 16136 eoxes S'/,00u0o S - S - 5 - S - S"l,000.00 161A0 Gas0.tationS>'s4m 33,500.00 5 - E - E - S - SJ,500.00 I6500 LigM1�i�e W000.00 S - E - S - S - 56,00000 To�al FileSubcanmc�Woh ��A�� Totala SSJJ200.00 5��•� FJCDC Cb20 Coolmccofs Appli�ation foo Paymm� O 200'!Na�ional5wiery o[Prafasiorml Engin«rs for FlCUC. Ali ngM1n ramed. Page 3 of 5 COMcheck Software Version 3.8.1 Envelope Compliance Certificate 2009 1ECC Section 1: Project Information - Project Type: New Construction Project Title: Sanitary Sewage System Cleanings Facility Construction Site: OwnedAgent: DesignedContractor: Salem,MA Tighe&Bond Counsulting Engineers Westfeld,MA Section 2: General Information Building Location(for weather data): Salem,Massachusetts Climate Zone: � Sa- Building Type for Envelope Requirements: Non-Residentlal � Activitv Tvoe(sl Floor Area Manufacturing Faciliry . 453 Section 3: Requirements Checklist .- � . Climate-Specific Requirements: Component NamelDescriptlon Gross Cavity Cont. Proposed Budget � Area or R•Value R-Value U•Factor U-Pactoqa) Perimeter � Exterior Wall 1:Other Exterior Wall,Heat rapaciry 1.0(b) 50 -- -- 0.063 0.064 � Exterior Wall 2:Other Extenor Wall,Heat capacity 1.0(b) 375 -- -- 0.059 0.064 � Exterior Wall 3:Other Exterior Wall,Heat capacity 1 A(b) � 1001 -- -- 0.069 0.064 Door 1: Insulated Metal,Swinging 28 -- -- 0240 0.700 Door 2:Other poor,Non-Swinging 364 � — -- 0.160 0.500 Extenor Wall 4:Other Exterior Wall,Heat capacity 1.0(b) 196 -- -- 0.508 0.064 � Door 3:Insulated Metal,Swinging 21 -- -- 0240 0.700 Door 4:Other poor,Non-Swinging 84 -- -- 0.160 0.500 Roof t:Insulation EntirelyAbove Deck � 453 -- 17.5 0.081 0.048 (a)Budget U-factors are used for soflware baseline calculations ONLY,and are not code requirements. (bj'Other'components require supporting documentation for proposed U-factors. Air Leakage, Component Certification, and Vapor Retarder Requirements: � 1. All joints and penetrations are caulked,gasketed or covered wifh a moisture vapor-permeable wrapping material installed in accordance wilh the manufacturer's installation instructions. � 2. Windows,doors,and skylights certifed as meeting leakage requirements. _ � 3. Component R-values&U-factors labeled as certified. � 4. No roof insulation is installed on a suspended ceiling with removable ceiling panels. . � 5. 'Other'componenls have supporting documentation for proposed U-Factors. . � 6. Insulation installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. , � 7. Stair,elevator shaft vents,and other outdoor air intake and exhaust openings in the building envelope are equipped with motorized dampers: � 8. Cargo doors and loading dock doors are weather sealed. Project Title: Sanitary Sewage System Cleanings Facility Report date: 11/10/11 Data filename:J:\W�W1396 Wayland\HVAC\SESD2.cck Page 1 of 7 � 9. Recessed lighting fixtures installed in the building envelope are Type IC rated as meeting ASTM E283,are sealed with gasket or caulk. � 10.Building enirance doors have a vestibule equipped with closing devices.- � � Exceptions: � � Building entrances with revolving doors. � � Doors that open directly from a space less than 3000 sq.ft.in area. Section 4: Compliance Statement Compliance Statement The proposed envelope design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The o osed envelopa system has been designed to meel ihe 2009 IECC requirements in COMcheck Version 3.6.1 and to comply with e ma datory requirements i t Requirements Checklist � � �j/g,� � .� � �E� C . - � �I �o Name Title Signa Date Project Title:Sanitary Sewage System Cleanings Pacility Report date: 11/10/11 Data flename:J:\VNW1396 Wayland\HVAC\SESD2.cck Page 2 of 7 � � ��(J��o��l Consulting Engineers www.tighebond.com Building Code Analy�is From Tabie 601 •- IBC 2009 Y��,p,� I *Massachusetts State Building Co�de (8th Edition) FIRE-RESISTANCE RATING REQUIREMENT'S FOR BUILDING ELEMENTS (hours) , . Type of Construction Ty�peII- B: Unprotected �y Building Height and Area Limitations: BUILDING ELEMENT Re±quired Provided Remarks � �N� Building Use Group: Separated Mixed Use 'F-1'- Moderate Hazard, Structural Frame 1 9 1 I -2 0 I i Factory Industrial Inciuding columns, girders,trusses 0 0 Bearing Wails Construction Type: Type'Q B': Unprotected Exterior 0 1 UL 906 Interior 0 0 Nonbearing Walls and Partitions ��"�� Q ar� , Street Frontage: 43%Access a ��. s Exterior 0 1 UL 906 � B4p,rm� � Automatic Sprinkler System No Interior 0 0 a 8iW1TARY � Itdo.37534 �^ Height Calculations: Floor construction � �o �e Z including supporting beams and joists 0 N.A. Ft � �C6`�` , Allowable Stories (Table 503): 2 Stories Roof Construction Sprinkler Story Increase(5042): NA Including supporting beams and joists 0 0 (�•ZG' �� Total Ailowable Stories: 2 Stories Actual Story Height: 2 Stories Allowable Height(Table 503): 55�-0^ From Table 602 - IBC 2009 ��h oF r,�,�s FIRE-RESISTANCE RATING REQUIREMENTS FOR ��,P s,,� Sprinkler Height Increase (504.2): NA a P,O�EFT �ti " EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE t S`� (Fh�F;iN �,`� Total Ailowable Height: 55'-0" `o` STRUCTUFlAL � �' Fire Separation Distance (FSD) Required (Hours) � �,o,Ez�,o y k� � : Actual Building Height: Approx.42'-0" FSD <5 ft 2 �'o Ctg* `��" � Area Calculations: e ft s FSo<�o n 1 't�r0 p 4� 6 10ft<_FSD <30ft 0 ��p Allowable Area(Table 503): 15,500 sf FSD >_30 ft 0 v�2�r� Street Frontage Increase (506.2): 2,790 sf NOTES: Automatic Sprinkler System Increase(506.3): NA 1. FIRE SEPARATION DISTANCE BETWEEN THE WEST EXTfERIOR ADDITION WALL AND THE EXISTING ODOR CONTROL'Al'BUILDING Total Allowable Building Area per Floor. 18,290 sf IS APPROXIMATELY 5.1 FEET. Total Allowable Buiiding Area: 36,580 sf Building Area Existing Building: Basement 2,284 sf First Floor 4,251 sf Second Floor 6,650 sf In�er Roof&Canopies 2,473 sf Existing Total(not including Basement) 13,374 sf Addition: 454 sf Total(Existing +Addition) 13,szasf Sanitary/ Sewerage • The 8th EDITION OF THE MASSACHUSETTS BUILDING CODE IS a7ystem Ciean i n gs COMPRISED OF THE INTERNATIONAL BUILDING CODE 2009(IBC)VNTH MASSACHUSETiSAMENDMENTSTOCHAPTERSOFTHE: IBC. eCeIVIIIIg aCIII�I South E:ssex Energy Code Ana�ysis SeWera�e �IStI'ICt EGRESS REQUIREMENTS (GARAGE �DDITION ONLY) 2009 International Energy Conservation Code (IECC) C011traCt NO. � �-3 Climate Zone 5A LOCATION DESIGN MAXIMUM TRAVEL NUMBER OF EXITS Item OCCUPANT LOAD DISTANCE TO EXIT Gross Area Proposed Budget (square feet) U-Factor U-Factor SaI@171, Ma�ssachusetts EIFS Only ' GARAGE ADDITION 5 47 FEET 1 (Top of East R West Walls) 50 0.063 0.064 EIFS &CMU 375 0.059 0.064 NOTES: 1. MAXIMUM ALLOWABLE TRAVEL DISTANCE TO EXIT FOR AN UNSPRINKLERED Brick, CMU, BUILDING PER IBC TABLE 1016.1 FOR USE GROUP F-1 IS 200 FEET. &Insulation 1001 0.069 0.064 2. THE MAXIMUM ALLOWABLE TRAVEL DISTANCE FOR SPACES WITH ONE EXIT Concrete FOR USE GROUP F-1 IS 75 FEET PIER IBC SECTIONS 1014.3 AND 1015.1. (Bottom of Walls) 196 0.508 0.064 Swinging Door 4g 0.240 0.700 Overhead Doors 448 0.160 0.500 Roof 453 0.081 0.048 NOTES: 1. ENVELOPE PASSES COM CHECK VERSION 3.8.1 DESIGN 209u BETTER THAN CODE. � 0 8l11 ISSUED� FOR BIDDING . Mark Date Description - PROJECTNO: S1784l2 FILE: G-003 DRAWN BY: RWK CHECKED: FAM APPROVED BY: TMB CODE COMPLIANCE ANALYSIS SCALE: N� SCALE � G�-003 eizSn, --- - _ --_— _._,_.. __ _.�_ - --- -----,--- , - � I _ _— � __ . --_T__ a a SESD Contract No. IO-3 - Sanitary Sewerage System Cleanings Receiving Facility Program of Structural Tests and Inspections , Proiect South Essex Sewerage District—Sanitary Sewerage System Cleanings Receiving FaciliTy Location Salem, Massachusetts Owner South Essex Sewerage District Owner's Address South Essex Sewerage District Tel -(978)741-8729 50 Fort Avenue Fas- (978)741-0478 Salem,MA 01950 Owner Contact See Building Permit Architect of Record Not Applicable Structural Engineer of Record(SER) Robert St. Martin, P.E. Tel—(413) 562-1600 Tighe &Bond Consulting Engineers Fas—(413)562-5317 53 Southampton Road Westfield,MA 01085 Testin�Aeencv (TA1 To Be Determined Tel- Fax— Geotechnical Eneineer(GEl Allison M. McCauliffe, P.E. Tel—(860)704-4760 Tighe&Bond Consulting Engineers Fa�c—(860)704-4775 213 Court Street, Suite 900 i Middletown, CT 06457 This program of structural tests and inspections is submitted as a condition for issuance of a building permit in accordance with the 2009 Intemational Building Code (IBC 09), and 780 CMR the Massachusetts Amendments to IBC 09. The firms, agencies,or individuals noted above(hereafrer referred to collectively as agents)will perform the structural tests and inspections as specified herein. The complete set of Contract Documenu(Drawings and Specifications)that accompany the application for building permit is to be considered attached to this program as reference material. This program does not relieve the Contractor of their responsibility to conduct the work in accordance with the requirements of the Construction Documents,the approved Shop Drawings,the 2009 Intemational Building Code, and the Massachusetts Amendments to IBC 09. Page I of 7 �,V-,--" � SESD Contract No. 10-3 - Sanitary Sewerage System Cleanings Receiving Facility Program of Structural Tests and Inspections Construction Cateeories: The following construction categories, if checked, are included in the program of structural tests and inspections for this project. Specific tests and inspections required for each designated category are listed on the page noted opposite the category. Construction Cateeory Paee Construction Cate¢ory Paee � Earthwork 3 � Structural Precast Concrete 5 � In-situ Bearing Strata 3 � Masonry 6-7 � Controlled Fill 3 ❑ Structural Steel _ ❑ Underpinning ❑ Steel Joists ❑ Pile Foundations ❑ Steel Deck ❑ Drilled Pier Foundation � Handrails/Guardrails 7 � Cast-In-Place Concrete 4 ❑ Wood Framed Construction ❑ Post-Tensioned Concrete _ ❑ Other _ I Performance Saecifications: The following construction components, if checked, aze designated in the I Contract Documents on the basis of a performance specification to be designed by the Contractot's or I Subcontractor's registered professional engineer. The design of these structural elements or systems will be reviewed by the SER and their construction is included in the program for structural tests and inspections. Construction Component Paee � Pre-cast/Pre-stressed Components 5 ❑ Post-Tensioning Steel _ ❑ Structural Steel Connections ❑ Metal Buildings ❑ Cold-Formed Metal Framing ❑ Steel Stairs&Handrails/Guardrails ❑ Wood Framing ❑ Sky]ight Systems Reports: Test and inspection reports prepared by the SER, TA, and GE will be collected and maintained by the SER and distributed, according to the procedures established by the Building Official. Prior to the issuance of a certificate of occupancy the SER will submit a final report to the Owner and Building Officia] in accordance with the International Building Code 2009, and the Massachusetts Amendments to IBC 09. Prepared by the Structural Engineer of Record: Name: Robert St. Martin,P.E. Signatute: Firm: Tighe &Bond Consulting Engineers Date: November 9,2011 Page 2 of 7 .._.1� SESD Contract No. 10-3 - Sanitary Sewerage System Cleanings Receiving Facility Program of Structural Tests and Inspections Earthwork(Sections 02315 and 02320) Item � . Agent Scope � 1. Excavation GE Review existing sub-soils and groundwater conditions during building excavatioa 2. Beazing Strata GE Review the in-situ bearing strata and compacted structural � fill bearing strata for footings and slabs cast on grade for conformance with Geotechnical Engineering Recommendations, Spec. Sections 02315 and 02320,and the Contrac[Documents. 3. Structural Fill TA Observe and test compacted structural fill for conformance with Spec. Sections 02315,02320 and the Contract Documents. . Page 3 of 7 SESD Contract No. 10-3 - Sanitary Sewerage System Cleanings Receiving Facility Program of Structural Tests and Inspections Cast-in-Place Concrete Construction (Section 03300) Item Agent Scope ! 1. Mix Design SER Review mix design for each required strength of concrete for conformance with Spea Section 03300 and Contract Documents. 2, Materials Certification SER,TA Review for conformance with Spec. Section 03300 and Contract Documents. 3. Reinforcement lnstallation TA Inspec[all reinforcement for grade,size,quantity,spacing, condi[ion,cover and placement,for conformance with the approved Shop Drawings and Contract Documents. SER Periodically review of same,during site visits. 4. Formwork � TA Inspect for general configuration,cleanliness,and cover to � reinforcement. � 5. Concrete Placement TA Observe concrete placement operations. Verify - conformance with Spea Section 03300, including cold weather and hot weather placement procedures. " SER Review of same,during aperiodic site visits. Review wld � weather and hot weather placement procedures submitted by the Contractor. 6. Testing and Evaluation of TA Sample and test concrete, in accordance with Spea Section Concrete Strength 03300 and Contract Dowments. � � SER Review tes[results for concrete. . 7. Curing and Protection TA Observe cuting procedures and protection of concrete from high/low temperatures and rapid bss of moisture. Verify � . conformance with Spec. Section 03300 and Contract � Documents. . SER " Review of same,during periodic site visits. . Page 4 of 7 _ SESD Con[rac[No. IO-3 - Sanitary Sewerage System Cleanings Receiving Facility Program of Structural Tests and Inspections Precast Structural Concrete (Section 034101 Item Agent Scope � 1. Mix Design SER Review mix design for each required strength of concrete for conformance with Specifications and Contract � Documents. 2. Materials Certification SER,TA Review for conformance with Specifications and Contract . Documents. . 3. Precast Concrete Unit SER Review supplier's stmctural design of Precast Shuctural Assemblies Concrete for conformance with Specification Section 03410 and Contract Dowments. 4. Curing and Protection SER Review supplier's wring and protection procedures for � Precast Structural Concrete for conformance wi[h Specification Section 03410 and Contract Documents. , 5. Testing and Evaluation of TA,SER Review supplier's compressive strength tests of Precast Concrete Strength Structural Concrete for conformance with Specification Section 03410 and Conhact Documents. � 6. Installation of Precast TA Inspect installation of Precast Structural Assemblies. Check � Structural Concrete component Type,size,spacing,and placement for , conformance with the approved shop drawings.Check � member-to-member connections and connections to adjacent support elements for conformance wi[h the . approved Shop Drawings and Contract Documents. SER � Review of same,during periodic site visits. Page 5 of 7 ,y.,,,,, SESD Contract No. 10-3 - Sanitary Sewerage System Cleanzngs Receiving Facilily Program of Suuctural Tests and Inspections Masonry Construction (04810) ' i Item Agent Scope 1. Review of Tests Submitted By SER Review tests submitted by Contractor covering each class of Contractor for Masonry masonry unit and type of masonry assemblage,including of Units/Masonry Assemblages mortar,grout,and prism tests. Verify conformance with � Spec. Section 04810 and Contract Documents. 2. Materials Certification SER,TA Review concrete masonry units,masonry veneers,precast wncrete units,mortar and grout materials to be used in the masonry consUvction for conformance with Spea Section 04810 and Contract Dowments. 3. Testing&Evaluation of Mortar TA Sample and test moRar and grout used in field for masonry & Grout Strength construction for conformance with Spea Section 0481 Q and Contract Documents. SER Review test results for mortar and grout. 4. Proportioning Mixing,and TA Observe field procedures for propoRioning and mixing of Consistency of Mortar&Grout the mortaz and grout[o be used in the masonry construction. . SER Review of same,during periodic site visits. , 5. Masonry [nstallation TA Inspect and report on installation of masonry units for general configuration and placement. . SER Review of same,during periodic site visits. 6. Anchorage TA Inspect type,spacing, and placement of masonry anchors . and ties for conformance with Spec. Section 04810 and Contract Documents. SER Review of same,during periodic site visits. 7. Reinforcement Installation TA lnspect reinforcement for grade,size,quantity,spacing, condition,cover,and placement,for conformance with the approved Shop Drawings and Contract Documen[s. SER Review of same,during periodic site visits. 8. Grouting Operations TA Inspect cells of masonry units for cleanliness prior to grouting. Observe partiaVfull grouting procedures for conformance with Spec. Section 04810, and Contract . Documents. SER Review of same,during periodic site visits. Page 6 of 7 ,,,,,,, ! SESD Contract No. 10-3 - Sanitary Sewerage System Cleanings Receiving Facility Program of Structural Tests and Inspections 9. Weather Protection TA Observe protection of masonry against cold and hot � weather.Verify conformance with Spec. Section 048]0 and � Contrac[Documents. - SER Review of same,during periodic site visits. 10. Anchorage of Exterior W alI TA Inspect type,size,spacing,and placement of approved Masonry Veneer anchorage to adjacent back-up framing for conformance with Spec. Section 04810 and ConVact Documents. SER Review of same,during periodic site visits. - I HandraiUGuardrail Assemblies (Section 05500) Item Agent Scope 1. Handrail/Guardrail SER Review supplier's railings for conformance with Spec. . � Assemblies Section 05500 and Contrac[Documents. . I 2. Materials CeRification SER Review certification of ma[erials for conformance with Spec. Section 05500 and Contract Documents. 3. Installation of TA Inspect installa[ion of handraiVguardrail assemblies. Check Handrail/Guardrail Assemblies component type, size,spacing,and placement for conformance with the approved system design.Check member-to-member connections and connections to adjacent steel/concrete support elements for conformance with the approved Shop Drawings and Contract Documents. SER Review of same, during periodic site visits. 1�./5/51]BJ/ConsvucnoNBuildiny Pcrmit/$-I]84 Proyrzem of Sm¢wral Tests end Nspections Pmgmm.doc Page 7 of 7 , 1 I A COMcheck Software Version 3.8.1 Envelope Compliance Certificate 2009 1ECC Section 7: Project Information Project Type:New Construction - . Project Title: Sanitary Sewage System Cleanings Facility Construction Site: OwnedAgent: DesignedContractor. - Salem,MA . Tighe&Bond CounsulGn9 En9ineers � , WestFleld.MA Section 2: General Informatfon Building LocaUon(For weather date): Salem,Messachusetts Climate Zone: Sa � BuildingTypeforEnvelopeRequirements: Non-Residantlal AdivlN Tvoelsl Floor Area Manuhacturing FacilM1y 453 Section 3: Requirements Checklist . �•. . Climate-Specific Requirements: Componerrt NamelDascrlpGon Gross Cavity Cont: Proposed Budgat � . Area or R-Value � R-Valua U-Factor U-Factor(e) - Perimeter - �� Fxterlor Wall 1;Other Exterior Wall,Heat capaclty 1.0(b) 50� — — 0.063 0.064 Exterior Wall 2:Other Exterlor Wall,Heat capecity 1.0(b) 375 — — 0.059 0.064 Exterior Wall 3:Other EMedor Wall,Heat ppaciry 1.0(b) 1001 — — � 0.069 0.064 Door 1:Insulated Metal,Swinging 28 — — 0240 0.700 Door 2:Other poor,NonSwirging 364 — — 0.160 0.500' Exterior Wall 4:Other Exledor Wall,Heat capaciry 1 A(b) 796 — � — 0.508 0.064 � � Door 3:Insulated Metal,Swinging 21 — -- 0240 0.70D �oor4:Otherpoor,Non-Swinging 64 — — 0.160 0.5D0 Roof 1;Inaulation Enfirely Above Deck � 453 — 11.5 0.081 0.048 (a)Budget U-factors are used for soflware baseline calculatlons ONLY,and are not wda requirements. (b)'Other'components requfre supporting documentation for proposed U-factore. , Air Leakage, Component Certiflcation,and Vapor Retarder Requirements: � 7. All JoIMs and penetrations are caulked,gasketed or covered wlth a moisture vapor-pertneable wra9Ping material installed in acwrdance with the manufacturers installatlon instructlons. � 2. Windows,doors,and skyUghts certlFled as meeting leakage requirements. � ��3. Component R-values&U-factors labeled as certfietl. � 4. No roof Insulatlon Is installed on a suspendetl ceiling with rertrovable ceiling paneis. ' � 5. 'Other components hava supporting documentalion for proposed U-Factors. � � � 6. Insuletion Installed according to manufaclurer's instructions,In substanfial confacl with the surface being Insulated,and in a manner that achleves the reted R-valua wilhout compressing the insulaUon. � � 7, Stair,elevator shaR vents,and other outdoor elr Intake end exhaust openings in the building envelope are equipped with motorized dampers. � 8. Cargo door&and loadirg dock doois ara weather sealed. ; Pro�ect Title: Sanitary Sewage System Cleanings Facility Report date:05/10/71 . Data fllename:J:UMW7398 WaylandlHVAdSESD2,cck Page 1 ot 2 l � 9. Recessed Iighling fixtures Installed'm Ihe bullding envelope ere Type IC rated as meeting ASTM E283,are sealetl witlt gasket or caulk. . � 10.Building entrance doors have a vestlbule equipped with Gosing devlces. Exeeptlons:� - [] Building entrances wiM revolving doors. p Doors that open directly hnm a space less fhan 3000 sq.ft.in area. � Section 4: Compliance Statement Canpllance Stetement The proposed ernebpe dasign represented In�hls document Is consistent vrith Ne bullding plens,specifications � and olher calculations submlUed with this permit applicaUon.The pmposed envebpe system has been designetl to meat the 2009 IECC raquirements in COMcheck Verston 3.8.7 antl to comply with the nda ry requirements i t e Requiremenfs Checklist. I _� �e aY � YE_ <� ` ��0 / i Name-Title Si al re Date ProJect Title:Sanitary Sewage System Geanings Facility Report date:OS/70111 � Dafa filename:J:11MW7396 WaylandlHVAC\SESD2.eck � . 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