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1555 IYANNOUGH ROAD (3)
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M.r-�-.;^ ..�,pc.,. c� ,.n.�;`,�.x'-,�••.a,.- .,,,,,�- ;,�..-u r ...w. .+r,�,:.A ,m��'�,...,r� :`. ��;,�, ,��� -��5:�.,te-+t .�„ �.a. �- w � ;, � ..... v — `' h,� ry .. F . ... _ R� t i m.. d,. �. � r• V', ,..y. � � r • ._ � � - � ... , .. ,.. ' r � ;� �- �. a , F� e r i � r r z i i �IKETown of Barnstable Building Department - 200 Main Street BARNSTABLE• * Hyannis, MA 02601 9 MASS q, 16gq. (508) 862-4038 Certificate of Occupancy Application Number: 201302866 CO Number: 20130113 Parcel ID: 253016 CO Issue Date: 10115113 Location: 1555 IYANNOUGH ROADIRTE132 Zoning Classification: SPLIT ZONING Proposed Use: EIGHT PLUS UNITS Village: CENTERVILLE Gen Contractor: SILVIA, RONALD J. Permit Type: CC00 CERTIFICATE OF OCCUPANCY COMM Comments: � II Building Department Signature Date igned 1 TOWN OF BARNSTABLE Building 201302866 BARNSTABLE. Issue Date: 05/28/13 Permit MASS. - 0 3�A�� Applicant: SILVIA,RONALD J. Permit Number: B 20131217 Proposed Use: EIGHT PLUS UNITS Expiration Date: 11/25/13 Location . 1555 IYANNOUGH ROAD/RTE132oning District SPLTPermit Type: COMMERCIAL ADDITION ALTERATION Map Parcel 253016 Permit Fee$ 2,730.00 Contractor JEFFREY,CARPINE Village CENTERVILLE App Fee$ 100.00 License Num 88350 Est Construction Cost$ 300,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND FIRST&SECOND FLOOR OFFICE BUILD OUT CEILING STEEL FRAME THIS CARD MUST BE KEPT POSTED UNTIL FINAL WALLS/SHEETROCK/CARPET CHG OF CONTRACTOR 6/27/13 INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: SILVIA,FLOYD J TR BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: P O BOX 430 INSPECTION HAS BEEN MADE. OSTERVILLE,MA 02655 Application Entered by: JL Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER E p ORARILY kV6WNfNTLY.,ENCROACHMENTS ON.PUB LIC,PROPERTY;NO SPECIFICALLY PERMITTED UNDER THE BUILDrNG CODE,MUST,BE APPROVED.BY,THE JURISDIcnOM`STREET OR AL EY:GRADES-AS WELL AS DEPTH AND'LOCATIOMOF PUBLIC SEWERS OBTABQED:FROM THE DEPARTMENT OF PUBLIC WORKS%THE ISSUANCE OF,THIS PERMIT'DOES,N&RELEASE THE'APPLICANT FROM THE CONDITIONS OF'ANY APPLICABLE SUBDIVISION: RESTRICTIONS x -a ' y MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS I btpM ill)>� ° 1 d, CA 6 J 10-1-1 get; d L,�— 3 2 2. �. 2 ccp,,� (9)RP-7-Emp ? 13 3 Ccc. 1 Heating Inspection Approvals Engineering Dept Fire Dept / 2 B d ealt Z -4�Y �, . G'J r� �i' C t i �. a Town of Barnstable Building Department - 200 Main Street !' Hyannis, MA 02601 9 MAS 16 9. (508) 862-4038 Certificate of Occupancy Temporary Application 201302866 CO Number: 20130100 Parcel ID: 253016 CO Issue Date: 09110/13 Location: 1555 IYANNOUGH ROADIRTE132 Zoning Classification: SPLIT ZONING Owner: SILVIA, FLOYD J TR Proposed Use: EIGHT PLUS UNITS P 0 BOX 430 OSTERVILLE, MA 02655 Village: CENTERVILLE Gen Contractor: SILVIA, RONALD J. Permit Type: CTCO COMM TEMPORARY CO Comments: TEMP CO FOR 30 THIRTY DAYS TO EXPIRE 10/10/13 Building Department Signature Date Signed Expiration Date TOWN OF BARNSTABLE Building 201302866 DARNSTABLE, Issue Date: 05/28/13 Permit y MASS �ArF0 39. A� Applicant: SILVIA,RONALD J. Permit Number: B 20131217 Proposed Use: EIGHT PLUS UNITS Expiration Date: 11/25/13 Location 1555 IYANNOUGH ROAD/11TE132oning District SPLTPermitType: COMMERCIAL ADDITION ALTERATION Map Parcel 253016 Permit Fee$ 2,730.00 Contractor JEFFREY,CARPINE Village CENTERVILLE App Fee$ 100.00 License Num 88350 Est Construction Cost$ 300,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND FIRST&SECOND FLOOR OFFICE BUILD OUT CEILING STEEL FRAN 1E THIS CARD MUST BE KEPT POSTED UNTIL FINAL WALLS/SHEETROCK/CARPET CHG OF CONTRACTOR 6/27/13 INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: SILVIA,FLOYD J TR BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: P O BOX 430 INSPECTION HAS BEEN MADE. OSTERVILLE,MA 02655 Application Entered by: JL Building Permit Issued By: THIS PERMIT CONVEYS WRIGHT TO OCCUPY'ANY STREET ALLEY OR SIDEWALK OR ANY PART THEREOF,EITFIER E ORARILY NTLY:.:ENCROACHMENTS ON PUBLIC PROPERTY;NO SPHCIFICALLY PERMITTED UNDER THE BUIIAING CODE MUST BE APPROVED BY THE JURISDICTION STREET OR EY GRADES AS WELL ASDEPTH AND LOCATION OF PUBLIC SEWERS'.MAY BE{ OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS'THE ISSUANCE OF THIS PERMIT DOES NOTRELEASETHE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(asset forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS (� /l7 A-/ 2 2 2 e �' 3 Ccr 30 IxrY /�,� 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health 6C �� �3 Final Construction Control Document w To be submitted at'completion of construction by a h r Registered Design Professional F . for work per the`8 h edition of the ae . Massachusetts State Building Code, 780 CMR, Section 107:6.4 4 Project Title:New York Life Date: 8/26/2013 Permit No Property Address: 1555& 1575 RTE. 132,Barnstable,MA - Project: Check(x)one or both as applicable:x New construction x.Existing Construction Y. Project description: HVAC Fitup for a New.Building I, Paul F.Padua,MA Registration Number:20856 Expiration:date: 6/30/2014 ama registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': Entire Project_ Architectural Structural x Mechanical Fire Protection Electrical Other: T for the above named project. I certify that I,or my designee,have performed the necessary,professional services and was I resent at the construction site-on a regular and periodic basis to determine that the work proceeded in accordance with the requirements of 780 CMR and the design documents prepared by me and approved-as part of the building permit and' that I or my designee: 1...: Have reviewed,for conformance to this code and the design concept,shop drawings;,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 7$0 CMR Chapter 17,as applicable: .3 Have been present at intervals appropriate to the stage of construction:to become,generally familiar with the progress and quality of.the work and to determine if the work was performed in-a-manner consistent with the construction documents and this code: ' jH OF M4ss9c w Enter in the space to the right a"wet"or PA yGJ, FREDERtCK electronic signature and seal: . PADUA y No.20856 ,. •� TONAL EN - • Phone number:f(508)946-2127 Email pfpadua@aol:com -Building Official Use Only Building Official Name: Permit No.: Date: Note i.Indicate with, `x',project design plans,computations and specifications that you prepared or directly supervised.If`other'`is chosen, provide a description. Trial Version 10_09 2012 > k" t a . FINAL ARCHITECT'S AFFIDAVIT NAME OF PROJECT 1 �C��UL Date01 I I PROJECT LOCATION `5;1✓9- 1!4CAV%Vk0LAA I 12A -90tAq, 12 /CeAk W (t R-A NAME OF BUILDING OR ADDRESS �Y�w'Wl� I e r&Y 1 j b Z o l 3Qi j IN ACCORDANCE WITH SECTION 107.6 OF THE MASSACHUSETTS STATE BUILDING CODE,I, J aMie6 A- CWW9 696( 5f3b 'q84+ NAME ADDRESS PHONE NUMBER BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECT HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPERATION OF ALL DESIGN PLANS,COMPUTATION AND SPECIFICATIONS CONCERNING ENTIRE PROJECT ARCHITECTURA STRUCTURAL MECHANICAL FIRE PROTECTION ELECTRICAL OTHER(SPECIFY) FOR THE ABOVE PROJECT AND THAT,TO THE BEST OF MY KNOWLEDGE,SUCH PLANS,COMPUTATIONS, AND SPECIFICATIONS MEET THE APPLICABLE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE,ALL ACCEPTABLE ENGINEERING PRACTICES AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT WE HAVE PERFORMED THE NECESSARY PROFESSIONAL SERVICES AND HAVE BEEN PRESENT ON THE CONSTRUCTION SITE TO DETERMINE THAT THE WORK PROCEEDED IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 107.6.IN ADDITION I HAVE ATTENDED WEEKLY JOB MEETINGS. 1. Review of shop drawings,samples,and other submittals of the contractor as required by the construction documents as submitted for building permit,and approval for confonnance to the design concept. 2. Review and approval of the quality control procedure for all code-required controlled material. 3. Special architectural or engineering professional Inspection of critical construction components requiring controlled materials or construction specified in the accepted engineering practice standards. f1fiI +ITO SECTION 107.6 AND CHAPTER 17,1 HEREBY ATTEST TO THE SATISFACTORY COMPLETION AND " 49SIINISb THE PROJECT FOR OCCUPANCY. � SBSC U'2@I�• TO BEFORE THIS DAY 20 g N .3094 NY J (Signature) Fad!H F M P'�E �SSION EXPIRES ON Place Seal Here atinum SfRVI,Q Protection 8 Services, LLC Protecting homes and businesses every day To: Thomas Perry,Building Commissioner 200 Main Street Hyannis, MA Re: New York Life Hyannis 1555 — 1575 Route 132 Barnstable, MA Subject: Final Sprinkler System Affidavit SP-1 Date: August 16,2013 This letter shall serve as a Final Affidavit for the above-referenced building and that to the best of my knowledge, the provisions of the building code have been complied with and the area of work meets all necessary requirements for the proposed use and occupancy. H oFM,�s o MICHAEL -!,y Signature J. G p DIMEO rN*� No.32201 y Fire Protection h Subscribed and sworn to before me the _16 t _ day of August 2013. PAULA J.VARIEUR Notary Pu ~<c ; f Notary Public { �� COMMONWEALTH OF MASSACHUSETTS My,Commission Expires My Commission Expires: January 27, 2017 January 27,2,017 855.99PLATINUM 1 774.319.5235 1 Fax 774.319.5236 1 PO Box 764, Westport, MA 02790 1 www.platinumfireprotection.com FINAL ARCHITECT'S AFFIDAVIT NAME OF PROJECT I`� YUl 1/t tVVe::�'k Date I PROJECT.LOCATION 1�✓�✓ .1-WW���U �I 'Y-0LJe «2 �Cev��C'r�lu1(e MA NAME OF BUILDING OR ADDRESS �I"c IN ACCORDANCE WITH SECTION 107.6 OF THE MASSACHUSETTS STATE BUILDING CODE,I, (fYAO�Q(:_� 1&sv SM(e,W-0yy ,&tigi,",,pY Icy l(., &'51 s B 04 NAME ADDRESS PHONE NUMBER BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECT HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE.PREPERATION OF ALL DESIGN PLANS,COMPUTATION AND SPECIFICATIONS CONCERNING ENTIRE PROJECT ARCCTU STRUCTURAL MECHANICAL FIRE PROTECTION ELECTRICAL OTHER.(SPECIFY) FOR THE ABOVE PROJECT AND THAT,TO THE BEST OF MY KNOWLEDGE,SUCH PLANS,COMPUTATIONS, AND SPECIFICATIONS MEET THE APPLICABLE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE,ALL ACCEPTABLE ENGINEERING PRACTICES AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT WE HAVE PERFORMED THE NECESSARY PROFESSIONAL SERVICES AND HAVE BEEN PRESENT ON THE CONSTRUCTION SITE TO DETERMINE THAT THE WORK PROCEEDED IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR'THE FOLLOWING AS SPECIFIED IN SECTION 107.6.IN ADDITION I HAVE ATTENDED WEEKLY JOB MEETINGS. 1. Review of shop drawings,samples,and other submittals of the contractor as required by the construction documents as submitted for building permit,and approval for conformance to the design concept. 2. Review and approval of the quality control procedure for all code-required controlled material. 3. Special architectural or engineering professional Inspection of critical construction components requiring controlled materials or construction specified in the accepted engineering practice standards. ,e�15R$aAN PTO SECTION 107.6 AND CHAPTER 17,1 HEREBY ATTEST TO THE SATISFACTORY COMPLETION AND J � R� 'SIN ESS gFTHE PROJECT FOR OCCUPANCY. TO BEFORE THIS DAY 20 ' d� vFhi'r-.tvfi if' 6 40 G p1Y = (Signature) ��•d r J� IUl i1�,ia�'� IshIS91ON EXPIRES ON Place Seal Here Final'C®nstruetion'Control Docu'tn'ent H d To be siibmitted`'at-completiori of Construction by a g ' Registered Design Professional for work pet,the W." edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: New York Life Hyannis Office Date:° 8%2 6/13- Permit No. 2012.02803 T. Al Property Address: 1555 & 1575 R - 117 Bariloi-xh1 IvL21 Project: Check one or both as applicable: Ci Ne�v construction x Existing Construction «. `Project description: Renovation of a commercial office space. ° I -Brian"M. Wyllie MA Registration Number: 45219 Expirationdate. 06.30.14 am a i egrst i=ecl'desi;�i p�ofessioiidl;aiid l Have pr'epa ed or directly,supervised the"preparation of.all design plans, computations and specifications concerning: - [ ] 'Architectural. [ ] Structural [, ]" Mechanical " ^ [ } Fire Protection [X] Electrical CxJ Other: Firet'A]arm for the above named,project. I, or my designee, have.performed the necessary professional.services and wvas present at the. constnrction site on a regular and periodic basis. To the best of myxknowledge,information, and belief the,work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: : 1. Have reviewed, for conformance to this code and the design concept,shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed;the duties for registered design professionalsin 780 CMR Chapter 17. as applicable. - I Have been present at intervals appropriate to the stage,of construction to become generally familiar'with the ,progress and quality of the work and to.determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor:of its responsibility regarding the pro ,CMR 107. �N OF MASsq ` gRtA . Enter in the space to the right a"wet" or WY�ItE electronic signature and seal: z I�EC'v srpN�V ° Phone number: 617-330-9390 Ernail: BWy11ie@C3B0� Building Official Use only ' Building Official Name: Permit No:: Date: Version 06 11 2013 "� Commodore suflders FINAL CONSTRUCTION AFFIDAVIT To The Inspectional Services Commissioner: Date: August 15, 2013 Project: New York Life Address: 1555 lyannough Rd., Rte 132,Centerville, MA Permit#: B20131217 I certify that I,or my authorized representative, have inspected the work associated with the referenced project having visited the site at least once a week throughout the construction period. To the best of my knowledge, information and belief the work conforms with the permit and plans approved by the Inspectional Services Department and with the provisions of the Massachusetts State Building Code and other pertinent laws and ordinances. Licensed Construction Supervisor Ralph D'Antonio Company Name: Commodore Builders Address: 80 Bridge St., Newton, MA 02458 MA Registration Number: CS 82705 Exp: 4 19 15 Signature: Date: �J On this 151h day of August, 2013, before me the undersigned notary public, personally appeared Ralph D'Antonio (name of document signer), proved to me through satisfactory evidence of identification,to be the person whose name is signed on the preceding or attached document in my presence. 00 111 Iii� 0 Oss y ' �'°a ?pl�t4 Official Seal&Signature of Notary: Ltd TSJM: CIO:0 My Commission Expires on: Zp�b '' y 2 E riiilE111 80 Bridge Street • Newton • MA• 02458 • T:617-614-3500 • F:617-965-8354 • www.commodarebuilders.com Commodore FINAL CONSTRUCTION AFFIDAVIT To The Inspectional Services Commissioner: Date: August 15, 2013 Project: New York Life Address: 1555 lyannough Rd., Rte 132, Centerville, MA Permit#: B20131217 I certify that I,or my authorized representative, have inspected the work associated with the referenced project having visited the site at least once a week throughout the construction period. To the best of my knowledge, information and belief the work conforms with the permit and plans approved by the Inspectional Services Department and with the provisions of the Massachusetts State Building Code and other pertinent laws and ordinances. Licensed Construction Supervisor Ralph D'Antonio Company Name: Commodore Builders Address: 80 Bridge St., Newton, MA 02458 MA Registration Number: CS 82705 Exp: 5 Signature: Date: J�/ On this 15`h day of August, 2013, before me the undersigned notary public, personally appeared Ralph D'Antonio (name of document signer), proved to me through satisfactory evidence of identification,to be the person whose name is signed on the preceding or attached document.in my presence. Official Seal &Signature of Notary: m• My Commission Expires on: �� ) o� ;•` oy�'NOWyyEPv�4F'•'• ASSACHl1s�•'•�G �� RY 80 Bridge Street 9 Newton . MA• 02458 9 T:617-614-3500 9 F:617-965-8354 • www.commodorebuilders.com .McDonald a . E E'Iect•ricaICo. rp Final Electrieal`Affidavit August 26, 2013 Project Name: New York Life, Hyannis Office 1555 & 1575, Rt I32 Barnstable,MA Architect: James A. Caddis, Architect,P.C. _ 1650 Sycamore Ave Bohemia,NY 11716 Design Build Contractor: McDonald Electrical Corp. 72 Sharp Street;;Unit C8 r Hingham, MA 02043 -McDonald Electrical Corporation herebyverifiesAiat all of the work that we performed on the above referenced-project was done according to the plans dated April'`29, 2013, NF.PA,72, and the 2611 National Electrical Code. Sincerely; David J Potcner Project Manager 72 Sharp Street,Unit C-8 •. Hingham, MA 02043 . Tel 781.340.0008 Fax: 781.340.4949 •,.www.lvlcQonaldCorp.com Master Lic. #16989A r � t DEVICE TEST RESULTS (Attach additional sheets if required) Address Locatlou 'Pest Results Smoke Detector LID09 LAN Room pass HornlStrobo Gorr at Rm 141 pass, Strobe Goof•Rm 140, pass Horn/strobe Rm 222 pass Strobe Rm 224 pass Strobe Rm 227 pass l NFPA 72,Fig. '14A2.4(p. 11 of 11) Gopydghl 0�)7009 Nalionat Fire Protection Assoclalion.This form maybe cooled for indlvldual use ailidthan for resele.11 may not be copied fnr commerClal safe or i isbibutkm. FIRE ALARM AND EMERGENCY COMMUNICATION SYSTEM INSPECTI N AND TESTING FORM n bc:cornpletted by the sy'.rtem hmpertor or tesle v ell file lithe grtlre inspectfaH or(eW, li.skull be pmmitled to ntodrfi.'iris'fio nn cry needail to provide a more complete 11101or Clear record, Insert N/A h)all unused liners. if ffarh additional sheets,data,or(w1culadons as necesseny to proafcle&complete record. fate ni'this inapcclinn or leaf: 8-15-13 Tinto c?finspection or trsl: 9:00 AN1 1. PROPERTY INFORMATION• Name of property: Now York Life Address: 1565 tyannough Rd,tiymnnis,MA Descriptioll of property: Office Building OwIpancytype: B Name of property representative: Address: 1'finnc; Fax: E-tun i l: Authority having•jm•isdiction over this property; l lymiis Fire Dept. Phone: 508-775••1300 Fax: E-mail: 2. INSTALLATION,SERVICE,AND TESTING CONTRACTOR INFORMATION Service:andlor testing organi'.,mtiorn for this equipment: Advanced Signal Corp. Address:, 36 York Ave.Randolph,M/1 Phone: 781-963.2024 Fax: 781-88Fi-t3417 Gmail; advancedsignalcorp,00m SCrvice tc�lttlicifyti UI'tester; Thomas J.Deflos Qualifientions of icelmloian or tester; D IISCf•MS6 holder. A contract for ie;t and insysection it)accordance with NFPA standards is in effmi as of'. The contract expires: Contract number Frequency of tests and inspections: Monitoring;01-1,1811iUltion fot'this cquipulont: Now England Alarm Address: Pltone 800-322-3500 fax: E-mail: Fntity to which alarms fire:retimnsmitted: Hynnis Fire Dept. Plime: 508-776-1300 3. TYPE OF SYSTEM OR SERVICE ®Fire alarm systetn(nonvoice) *Fire alanu with in-building fire emergency voice r larm communication systern(FVACS) n Mass notification systein(MNS)• []Combination system,with the following components: ❑Fire alarm Il EVACS ❑MNS ❑Two-way,in-building,emergency communication system Other(specify): NFPA 72, Fig. 14.6.2.4(1). 1 of 11) Cop^hl ce200t3 Halional Fire protaction Association.INS form maybe oopted iar IndiMual use other than for resale.It may not be copied for oontmorelat Sale or disidhulion, 3. TYPE OF SYSTEM OR SERVICE fmitinuedj AT'llil 72 editiun: 2010 Additional description of system(s): 3.1 Control Unit ManutAetaltit; Fire Ule Modcl number: .0200 UDLS 3.2 Moss Notification SyN(em N'rhis sysicltt(Ices not incutporme at,,MNS. 3.2.1 S1stcm Tyltc: ❑In-building RAINS•---conthination In builciinl;lt7Tt1S—•st:tad=.tlnt3e (_1 Wida-tirc'ti Il9TtS p"Disuiltutat recipient rdti�5 p Other(speeii'y): x 3.2.2 System Features; p Combination fire ularmlMNS p MNS AC U only ❑Wide-area MINIS to regional national alerting imel-Nee ❑Local opimiling console(LOC:) .1 Dircct re6picut MNS(DRMNS) L.l Widc-arca MNS to DltMNS tnterfloc p Wi(io-arca MNS to hie>.h••per���cr.prakcr:ayav(111'SA)interlace �.I In-ltuikfi�tg M1tiS to���idc--a:•iYt A7N inierC,ycc: 3.3 Systenrllocuntenttttion 0 An.tt yper`s manunl,a copy of the nranufucturcr'ai instruction~,a writtm sequence.of operation,and it copyof the record record drawings are stored on site. location: -1.4 System SORWIlre ❑This system does not have nitelable site-specific sotllvilt•e• Software revision number: 5.4 Software last updated on: 8-15 13 ®A copy of the situ-spccitic software is stored on site. Location: in FACT 4. SYSTEM POWER 4.1 Control Unit 4.1.1 Primary Power Input voltage of control panel: 120 Control panel atnl>s: 2 4.1.2 Engine-Driven Generator This syste»t does not have a generator. Location of generator: Location of fuel storage: Type of Imul: 4.1.3 Unlitterruptible Power System O'rhis system dues not have a UPS. Equipment powered by a UPS system: Location of UPS system: Calculated capacity ot'UPS batteries to drive the system conipoilents connected to it: In standby mode(hours): In alarm mode(minutes): Ati PA 72,Fig, 14.6.2..4(p•2 of 11) Copyright 0 2009 National Ro PaAectlon Assucfalirn3.Tfis form may do copied for fndhiduel use olhar than tar rasalo-It may not be oopled for commercial sale ordtstdbutim. i 4. SYSTEM POWER(continued) 4.3.4 Batteries Loctltioll: In FRCP Type: Lead Acid Nominal\rohnge: 12 Amp/hour m imgg 18 Calculated capaeity of batteries to drive the syslean: lit standby mode(flours): 24 In alarm made(Inhm(-s): 15 ❑ Baucrics are marked wills date ol'Inamil'acture. 4,2 lit-Building Fire Llue),gency Voice.Alum Communication System or Mass Notiticadon System 0 111is system clots not havean EVACS or MNS. 4.2.1 Primary Pcl►ver Input voltage of EVACS or MNS panel: EVACS or MNS panel amps: 4.2.2 Engine.Driven Generator ®111is sysleln does not htn'e-a gcnca.ator. l.xlcation ot'geneltitor: natation of Rlcl stcu age: Type o€•1,110: 4.2.3 UnWervuptible Power System This syAcm clots not have a UPS. . l yuiluncnl powc>,red by a UPS systerlt: 1AXiltirnl ni'UPS system: Calculated capacity of UPS batteries to drive the symin a nmpcinents conaccled to it: In standby mode(hours): in nlartm mode(minules): 4.2.4 Batteries Location: Type: Nominal vohfige: Aniplllotn•rating: C:alcuNted capacity of batteries to drivc lbe system: In standby modo(hourh): In alarm mode(minutes): (])3aucries are markets with date of(manufacture. 4.3 Notification Appliance Power Extender Panels 'ilhis systern does nod have power extender panels. 4 3.1 Primary Power blput voltage of power extender pancl(s): Power extender panel amps: 4.3.2 Engine-Driven Ceneratol' Phis system does not have a.generator. Location of generator: Location of fuel Storage: Type of tired: . 4.3.3 Uniutei-rllptible.Po►ver System This system does not have a UPS, Equipment powered by a UPS system: l..ocation of UPS system: � Calculated capacity of UPS battoics to drive,the system components connected to it: In standby mode(hours): lit ttIm m mode(minutes): NF'PA 72,Fig. 14.6.2.4 3 of 11) Copyright 0 2D09 National F1ra Prolec8on Asw*tlpn.This form may be copied for individual use other than for resale.It may not be copied for comineydal sale or disnnbuliat. 4. SYSTEM POWER(coWinueci) 4.3.4 aaueries i,cx aliott: 1'ypc: Nominal voltago: Amp/hour rating: Calculated capacity of batteries to drive the system: In slandby mode(hours}: Inalarms ntutic(ulinutac): ❑ 13aliea'ies are marked with(latenfmanufaciutm. 5. ANNUNCIATORS 0 This system does not have muwnchiwrx. S.I.Loent ion and Description of Annunciators Amumdator 1: Annunciator 2: Aomuneiator.): 6. NOTIFICATIONS MADE PRIOR TO TESTING . Mnniloriltg ol-pattiiation Contact: New England Alarm 'riitic: 800-322-3500 Building management Contact: Time: Building occupants Contact: 'fine: Aul}torily having jurisdiction `Contact: 'imp: Other,ifrequired Contact: Time: , r 7. TESTING RESULTS 7.1. Control Unit and Itelnted Equipment Ylsual. hainflottal -- neuription Inspection Test Comments Control unit ® (� Lam s/LED.q/LCDs ® ----_.- l;uscs ❑ ❑ Trouble signals ®' Disconnect swilubcs Ground-fault monitoring'. l.oual annunciator Remote annunciators ❑ ❑ Power extender ponels Q-- V ❑ Isolation modules _ _ ❑ ❑ othex cm El NFPA 72,Fig, 14.62-A(p.Q of 1'l) Copyright 02009 National Fire Yroteckn AssodaUon.1w0 form may be copied for indmovsl use other than for resete.tl may nol bo copied for commercial solo or dictribulion. f , 7. TESTING RESULTS (continued) " 7.2 ConU•ul Ullit hover Supplies lrisllfll IZnCtionat Deserlpiloll Insgectiou Tas( Calllnlents Generator or UPS ❑ 1 ❑ Battw•}•eonditian _ __ ®_ � � Load DiSchar e test — - - ] ❑ .........._.....P: .......:..1......_...... p. -_- 7.3 Ill-Building Fire Einergeltcy bole,Alsrltl('onatt,unicnNns,s Xquillment —-- Visoul Fulidlottal De.-ScOpOoll — -- - I>is section Test _- COMILM111s Colltlti,l uni( I ❑ n I � l"6111ary t)oher Supply --._....------- I ❑ --�—- -,.Se;C(AlCl1t]+pokcrssrtJ�L - ❑ ❑_ 'fi-ouble Signals Disconnect Swildws• I -❑ _ _ Ground-taull m mi(oring ❑ _ �El ['nl,cl Su(,cryisirn3 I L] ❑ „�yslenl pcltormance -- Ll .. ❑ sound pressut-elevcls ❑ ( I I OCCLIPiC(I ❑Yes ❑No Ainbieul dBA Alarm dBA (attach report Willi locations,values, and heather collditiolls)� _ Symm bltel[igibili(y ❑ ❑ El CSI Cl ST[ (attach re}port will)locations,values, and Heather conditions) Other�specif'yL _..__-- .......... ............. NFPA 72, fits.14.6,2.4(p.5 of 11) Copy6ght02009 Natlonal Fire protection Assoclation.Thls form maybe cooled forindiAduol use other than for resale.it may not be coplad forcommerclal sale or Ostdbution. 7. TESTING RESULTS (continued) 7.4 Notification Appliance Power Emencler Panels Visit aI Ftutefional Description _ Ilmoeclian Test comments L.a�ll 17,D.41,0)s _ - �---__-. U I uses ❑ l7 Secondary lxnver suppl ❑ L1 TT'oablc signals ❑ D (nonnd-fault lnctnitarin C 1 ' Other{tilze:cil'y) ❑ D . 7.5 Mass Notiflealion Equiptnem- - vlsual Flutcliotlat Test _ Con"Dents Functional test ❑ D 4 ReseVylower down Pest ❑ Q fuses ❑ D Primary power.supE>I!`.. -- ❑ - _ ❑- UPSPotver test T_ ❑ ❑ Trouble signals ❑ ❑ ' Disconnect switchos O ❑ Ground-foult monitoringCJ GCU secstrity mcchsntism ❑ _ ❑ Eororccordcd mossAge content ❑ -- D Prercm-ded message activation ❑ L1 Soiiware backup )performed ❑ 17 'ft:s!baeku�t softtval•c � .. fire Alarm to MNS iltterf= ❑ ❑ MNS to fire alarm interface ❑ '. ❑ In-building MNS to wide-area C� ❑ MNS NFPA 72, Fig. 14.6.2.4(p,G o€11) Copydght692009 Nalimal FL•e Protectlan AssoolaUon.'thls form maybe coplod for InoivIduat use other than forrasafe.It may not ba copied forcommorcia sale ordistdbution. 7. TESTING RESULTS (conflnueco 7.5 Mass NoNficufion I'sytiipnient(corulnued) x 111sold Functional Ucscri�ition Inspectig3i:_ 1'cst Conmuunts _MNS la chrcet m.-.j iicilt MMS n...... -�❑^�— SOMICi pFY S I-C IMIti ❑ 4 J Oriupiml ❑Yes p No Ambient dBA Alarm dBA (attach repor(NAM locations,values, and weather conditions) _ System intelligibi)ily El ❑ p C 1 ❑S1'r (attach irport kvilfi locations,values, ailCf ll'CiithL'I'(:{i1k(fl{I(iI1S}"--•_-,.__.._...� �^,^_ .--',._... -_-.— i • I Othcr(specify) _ 7.6 7'�vo-1'�ati•Cotiinntnications Iignipnlent , Visual Functional - Inspection • '1'esf Coln»fents Phone hantiscis ❑ ❑ l'huncin ks D p Oft=hook indicator ❑ ❑ _Call-ill signal D ❑ System perfoimiance -- ❑ ❑— - Systein audibility ❑ ❑ . system iliteltii ibilily Radio winutunieations 13 ❑ enhallwo ant Spoon Area of refugc Coinniunieation i7 R Steni r Mevillor emergency ❑ winmullieltiolis s tem Other(specify) © ❑ Nf PA 72, Fig. 14.6.2.4 (p� 7 of 11) CoRriight(D2008 National Fire Protection Assodaliior..This form maybe copied torindlVON use olherthan tor.resais.It may not be ccpMfo ocin-k otolal saio ordlstribution, 7. TESTING RESULTS (continued) 7.7 Combination Systems Visual Functional 1)csct'fl,tion_^�- Inspection , Test__._ -- Iircexfi„gttishingmonitoring ❑ ❑ devices/s stem . Carbon mo„oxicle deioctor/syste,t, Combination fittAmu:�X s Other ❑ 7.8 Special Hazard Systems i visilld l"unct 01101 €)escrlLt€ali fa,ecff'p) i 1nsl,ectfon W Test 7.9 Emergency Communicatio,is System ❑ visual >,7 Functional © Si,iiulated operation ❑ Ensu,'c predischarge notification applimices ol'speciai hazard systcp,s tiro not overriciden by the MNS. See NFP1f 72.24.4.1.7.1, 7.10 Monitored Systems viSUal 1+Utictional 1)escr€,tie» s,rcif Ins,eCtfoll •Test Comments ------......_..-.1—_� -- __..._._.... ........ _..... -....._............. Engine-thiven gelleralor -- [] - ❑ sire pomp p Special su p ession s)stemh - ❑ Q an;er(specify)_ NFPA 72,Fig,14.62A(p:S of 11) Copyright ig X09 National Fire Protection Association•This term maybe copisd for lydWdaal use othor than for resole.rt may not be copied for Commercial solo or datributlen. ' r . T. TESTING RESULTS (continued) 7.I l Auxiliary l�tinclions Visuni Functionitt Description lltspect(o . Test' (oinrnenYs Door-rcleasin�clevic:cs—- - »p- ❑- - - -- _ i°lai shutdown D 0 —SniokC[])IIIIa CItleIlUSInOkC cowi'ol D___— —[ Smok c dtui-perolwraf qn ❑ ❑ Slnol a siu,llca rcdcu c ❑ 1 1 Door unlocking ❑ - ❑ Gie�ittcn rwall ❑ L7 ' Elevator shunt tom_ _-__�— ❑ ❑_---.- MNS override'orFA-K;nE -, n_......M D Other 624 -ll'� � ❑ � ` `7..12 Alarm lnithiting Device 4Lc] Device lesl iihulta slice(attaciled Iis(ilig all devices tesiW and the rt'.stilts of the test;I% 7,13 Supervisor}'Alarm lnitintiiig Device ❑ Device test results sheet attached IistingIM devices icstotl lend Ilre itsults of the testing 7.14 Alarm Notiiicatiotl Appliances IS Applimice test results sheet attached listing 811 al>ltlituttx-s'Ycsied and the results ol'thc lesting ' 7.15 Supervisory Station Monitorial; �^ Descri rtion Yes No 'rime Comments Alarm signal �I D 11:00AM _ Al-im)restoration ® ❑ 11:00 AM Trouble.signal [ - ❑,- 11:00 AM _'Trouble restoration __._....__. _...-.®.--- --Cl 11:110 AM St )Crvisoty signal ❑ C! Supervisory resloralion — —� ❑.__.... ❑ NFPA 72, Fig. 14.6.2.4 (1).cJ of 11 j Copyioht 0 2009 Nalfonat Flre,Profectioa Association.This form may be aopled(or InWduaf use other than for resale.It may not be copied(at cornmeras safe or disiritmion, B. NOTIFICATIONS THAT TESTING IS COMPLETr: Monitoring Organization t`ssafucl: tgew England Alarm. Timu: 11:U0 AM Building management Culltuca: Time: Building occupants CotlhtCL' Tinly: Aulhority hnving.jurisdictiol3 (`ontnat: Tilnc:. Other,if required .Contact: Timc: .. 9. SYSTEM RESTORED TO NORMAL OPERATION Dale: 8-15-13 Tillie: 11:00 AAA 10, CERTIFICATION 10.1 Inspector Certification. This systoln,ns 8 ailed hercin,has bun inspected and tested according to all NFI'A standards ciled herein. ,signed: U i[al name: Thomas,).Deftos Oatc:. 8-15.13 Organization: Advanced Slgiial Title: Technician pjjoij; 781-963-2024 10.2 Acceptance by Owner or Owner's Representative:. The midersigiled has a service contract for this systein ill effect as of the date shown below. Signed: Printed name: pate: Organization: Title: Phone: NFPA 72, Fig, -14.01A(p. 10 of 11). Copydghl(Ytigg National Fire Froleclion Associallon.This form may be copled for IndiAdual use other than for resale.It may not be coplod for commercial sale or dlstrlbution. f . 1 FIRE ALARM AND EMERGENCY COMMUNICATION SYSTEM RECORD OF COMPLETION 7o be completed hY(he.�f8tem insialft olt denjil'clor al d1L tinge aj's)P5(rrllj accepait4w and apl)ravaL 1(shall be permitwel to(lloritf (h!s Jvrrlt as rtrredc:rl(u Ixvvlrlc cr ntarca canrpkrte alrrUvr clear lccarrt Inserl N111 ht RII twu.Sed finer. Attach agile i(iotted xhew.v,dater,yr calrrrlrrtiaaa•rzs rrecessar•y'to provide a cvufph:re r•eca,'d. 1. PROPERTY INFORMATION, Name oi'propu•ty_ Now York Life Addr",.% 1555 lyannougli Rd,Hyannis,MA Do,ter•iption of property: Oifiice Building ' Occupancy tYlie: 6 Nantc of property representative: ' Address: Ph anc: Frix: E-mail: Authority having jurisdiction over-this property: Hyannis fire Dept. Phone: 508-775.1300 fax: l�mail: 2. INSTALLATION, SERVICE,AND TESTING CONTRACTOR INFORMATION tnslallalirtrt iYtntractor 1'cn'►ltis eytripmett McDonald Elertrir. Address: 72 Sharp Street,Unit C8,Hingham,MA e L-icullse or certification 1101O cr: A1698cJ Phone; 781-340-0008 I'nx: 781-340-4949 Entail: dave@mcdonaldcoip.corn Service orgatti7ndon for this ecgiilsment: Advanced Signal Corp. Addre ss: 36 York Ave.Rrandolph,Wk License or ccrtiticalion number: 1212-C Phone: ;781-963-2024 Fax: 781-986-6417 E-uttail: advancedsignalemp.cotn A contract for test and inspection in aurordance with NFPA standards is in effect a:of Contracted testing company: Address: Phone: Fax; E-mail: Contract expires: Contract munber: Frequency of routine illspwions- 3. DESCRIPTION OF SYSTEM OR SERVICE �c Dire alann system(11011voieC) ❑Fire alann with in-building fire emergency voico alarm communication system(EVACS) 0 Mass notification system(MNS) Q Combination system,with the following compownts: Fire alarm ❑EVACS ❑MNS 'Two-way,ill-huilding,emergency colnlnunicattion system 0 Other(specify): °NFPA 72, Fig. 10.18:2.1.1 (1). 1 of 12) Copyright®2009 Wont Fire PrctecUon Assoclauon.7hls form may be copied for indivlduat use other then for resole.li may not be coiled for conrmerctal sate or distribution, 3. DESCRIPTION OF SYSTEM OR SERVICE(continued) ' NPA4 72 edition: 2010 Addiliional dcwriplion of t1�Stcnt(s); 3.1 Control Unit Manufacturer: Fire Ute Model number: 9200 UDLS' 3.2 Muss Notification Systern CA This system does not incorporate an'MNS 3.2.1 System Type: (]In-building MNS—combination hi-building MNS--stand-alone O Wid -area NINS ❑Di%tihu(ed recipicnt MNS Q Glhei-(specify): s 3.2.2 System features: (-j Combination fire alarm/MNS ❑MNS autttFx]u►ous cannot unit Q Witlo-area MNS to rcgionid national ' t�lcrting inlcx•racc Local operating mil.,tle(LM) ❑Direct recipient MNIS(DRMNS) Q Wide-arcs MNS to DRIv1NS interlace l�lridc-area MNS to hiblt-po►ver sp�aSer arruy([il'SA)intcr•fiiu: ❑ht-building MNS to►vicl�aF�ca M1VS interlitce Q other(spccily): 3.3 Syslen)Docanrentation ®An owner's manual,a capy oi'tlto ntnnufaaturer's instructions,a wrilten.scqucyrce of operation,ancht copy of the niunbered record drawings,are]storul on site, LOCa11011: 3.4 System Software Ec '17ris system dues not have altortible site-specific software, Operating system(executive)software revisioli.level; 5:4 Site-specific softv.111ro revision dale: 8-15-13 Revision completed by: Tom Deftos ®A copy of the site•speelf is soAlvare is stoned an site, Location: In FACE 3.5 Off-Prerttfsa5 Signal't'r•ansmission Q'Mis system does not have off premises IranSr111WOR. Naltte of orgaliicatiolr ir:eeiving aliu°nt sigiuds►vitli phone nuutben:- . Alarit,: New England Alarm Phone: 800-322-3500 4 Supervisory: New England Alarm Phone: 800-322-3500 Trouble: New England Alatrn Phone: 800-322-3500 Entity to which alarms are retrans►uilled: Hyannis Fire Dept, Phorie: 608-775-1300 Method of retransfni.Wou: Phone lf'Chaptor 26,specify the means of transmissioti from the protected premises to the supervising station; If Chapter 27,specify the type of auxiliary alarm systera • l]Local energy D Shunt ❑Wired ❑Wireless • NrPA 72, Fig. 10.18.2.1.1 (p,2 of 12) Copyright020a9 Nallonol l"rre Prolection Assoclarron.Tbis form may be coplvdforindlvklual use olherthan forresale.it niuynat be copiedforcommerctal sale or disvibullon. 4. CIRCUITS AND PATHWAYS , 4.1 Slgualhlg Line Pathways 4.1.1 Pathways Class Designations and Survivability Pathways class: A 5urvivaliifily level: Qumltty: 1 (See NF1'4 72.,S'er:fions 12.3 and 1 2.4) 4.1.2 Pafhways Wilizing Two or More Media Quantity Descriplion: 4.1.3 Device Power Pathways O No separaw power pathways flrom llle sipoling;line pathway d Poivar pathways ar.�separate t�ui of ille same pathway classificrllintl as thasignnling line pathway ° Power palhivnys arc separme Enid diflarcnt classf cal ion from the signaling line:pa Ili way 4.1,4 Isolation Modules Q u.uiti ty: . 4.2 Alarin Iniflating;Device Pathways 4.2.1 Pathways Class Designalloni and 8urt4vahf1gly Pathways class: survivilbility level: . Quanlity: (See NFPA 72,Seclionti 12.3 and 12.4) 4.2.2 Paffivays Utilizing;Two or More Media Quantity: Iaescripliom A.2.3 Device Polver 1'atllways 1 ❑No separate power pathways from the initialing dovicc pathway El Powerpathways are separate but of she salnc pathway classification as the initialing;device pathway ❑Power pathways are separille and dtflcrcnt classification from the initialing;device palllway 4.3 Non-Voice Audible System.Pathways 43.1 Pal hi ays Class Designations and Survivability Pathways class: A Survivability level: Quantity: 4 (See NF 4 72,Seclions 123 evid 12.4) 4.3.2 Pathways 11tilizgng Two or More Media' Qunil lily: Description: 4.3.3 Appliance Power Pathways ❑Nei separate power pathways from the notification appliance pathway irJ Powu•Imthways are separate but of the same pathway classification as the notification appliance pathway ❑Power pathways are separate and different classiiicatiou from the notification appliance padiNvay NFPA 72,.Fig. 1(1.1t3.?..1.1 (p.3 of 12) Copyright ae 2cas Noonat Fire Rroteacri Association.71,>5 twin Maybe copied forindmdual use 01mr than for restate.it aiey nol be copied for commercial sale,or distribution. s. ALARM INITIATING DEVICES 5.1 M"nU:tl Initiating Devices 5.1.1 Manual Fire Ahu•►u Boxes ❑'1'Itis system(toes no(Nive manual frealarm boxes. Type Ind nunitxT of devices: Addressable: Conventional: Coded; 'transmitter: Other(specify): F 5.1.2 Other Alarm Boxes ®'t'Iiis systen►clots tool ltavc nlhce;►larnt boxes. Dcsefiplion: 1'ypc ant!nulnbe-r cif devices: Addressable; Conventional: . Coded Y T►insl►litter: Other(spe:e:ify}: d 5.2 Automatic 101 ating DeAces 5.2.1 Smoke Detectors ❑'this system dots not Iwvc Smoke detectors. Type anti n►►`tiher(if devices: Addressable: 9 Convoillionn): Other(tipcciAj: Type ofcovera e: D Complete aroa O Partial nlca ❑Noitrequired Marital arcs Other(specify): Type of stnoko d(:tu:tor scnsutg technology: 0 1<x►i ttioit Gl 1'hcitoelcctric ❑ Multicrita-4i ❑Aspirating ❑ Beam Other(specify): 5.2.2 Duct Smoke Detectors ❑This system does not 1mve alnrm-4ausltlg duet smoke dclecton• Type,and number or devices: Addressable: Conventional: Othcr(specify): Type of covertigc: Type of smoke detector sensing technology: ©Iottiration f]Pholocicx:tric ' ❑Aspirating ❑Bean 5.2.3 Radiant Energy(Flame)1)euTtorx ®'this systcnt tlo('s not httvc radiant ene'tgy dcicc tors. Type all([number of devices: Addressable: convenlionaL• Other(specif)y): Type of coveine: 5.2.4 Gns Detectors ®'Phis system doe.(not 16c.gas detectors. Type of delector(s): Numberofdovices: Addtw'sable: Conventional: Type of coverage: 5.2.5 Feat Detectors This system does nothave heat detectors. Type an([nupiber of devices: Addressable: Conventional: Type of coverage: ❑Complete area ❑Partial area EI No►ircquired partial area ❑Linear ❑Spot Type oflt(:a(detcctor sensing technology: ❑Fixed temperatatrc C7 Rate-ot-rise ❑hate compensated NFPA 72,Fig. 10.18.2.i l (1),4 of 12) Copyd9lit 02009 National Fie Noteclion Assodivon,This form maybe copied fotindkAdual use otherthan for resale.It may nut be,cdpled for cominarolal seloordistribWon. S. ALARM INITIATING DEVICES (continued) 5.2,6 Addressable 1141niloring Madules []'11lis System does not have llonitorilig modules. Nui lbvi-of devices: 5.2.7 Vilaterilow Alarm Devices ❑111issysteul does tuH llavc�vatorflo�vxlnnii(1(vices. Ty1wandriumberofdcvia:s: Addressable: Con wriliolul1: Coded: Traan,ulilter: 5.2.8 Alarm Verification 0, 1'11i's%Ystcm duos not inc*orporitte ahwin verification, Number of devices suhject to cll,tnli verification:. Alarm verii-icalion set for seconds 5.2.9 Pr•esignal 9 Tll is.system(foes not inwipornte pre-signal. Number o1'devic es.suhject to presignal: Describoprosignal fimctiolls: 5.2.10 Positive Ahn-m Sequence(PAS) [This system sloes not illc:orporaite PAS. Describe PAS: 5,2.1J Other lnitilifiing Devices wnii system does nol have other initiating devices. Describe: 6. SUPERVISORY SIGNAL-INITIATING DEVICES 6.1 Sprin[der System Supervisory Devices [7j This system does not have sprinkler supervisory devices. 'type and number of devices: Addressable; Conventional: Coded; Trottmmitter: Other(sin.•cify): ' 6.2•Fire Pump Description aild Supervisory devices ( This system doa not have a tits:primp. Type inepump: Electric pulup ©1'righle Type and nullifier of devices: Addressable; Conventional: Coded; 'Trarmililter: Other(specify): 6.2.1 Fire Purup Junctions Supervise([ ❑Power ❑ punning .O Phase revemal Selector switch not in auto E],Engine or contro)panel trouble 0 Low fuel " Other(specify); 6.3 Duct Smoke Detectors(DSDs) p This system dots not have DSDs causing supervisory signals, Type and number of devicez, Addressable.: Conventional: Other(specify); Typc of coverage: a 'type of smoke detector sensing technology: E]lonization ❑photoelectric- []Aspirating ©Beam 6.4 Other Supervisory Devices ®This system does nat(lave other supervisory device Describe; lVFPA 72,Fig.10.18.2.1.1 (p.5 of 12) Copynghl 0 200D Nalional Fife Protection Assoalatlon,7hls form may be copied for indmdual use other than for iesare.it may not be copied for comaaefeiol sale or dkbibUtion. 7. MONITORED SYSTEMS 7.1 Engine-Driven Generatfor- syslenr ilocs not haven gencrator. 7.1.1 Gcnerrllor]rnnctfonsSupe=�isetl ❑ Lngineorcontrol pme.l irouble ❑Gellrt)lrn•running ©Selector switch not in auto F3 Low fuel ❑Other-(spLeily): 7.2 Special Haxau•d Suppression Symms [0•11lis syston)does not monitor special hazard systems.- D•ascription of special hazard systent(s): 7.3 Other Monitoring;Systems Tbis System does not monitor other systems,' Description ofspeeial hazard syslcm(s): B. ANNUNCIATORS O This system does not have mmunciatot•s, 8.1 Location and llcscription of Aununcgators Louilion I:- Location 2: L7Cad0l)3: 9. ALARM NOTIFICATION APPLIANCES 9.1 hi-Building Tire F.ntergency Voice Alarm Communication System D.§'ihis system does not htive an F.VACS. Number of'single voice ularm channals: Number of multipic voice alarm channels: Number of spea.kem: Dumber of speaker circuits: Location of amplification and sound-processing equipnient: 1,0calion of paging iuicrophotle stntions: Location 1: London 2: Location.3: 9.2 Nonvoice Notification Appliances D This system sloes not have nonvolu)notification applitu)ces. Homs: - Wilh visible, 3 Bells: Willi visible: Chimes: Will)visible: Visibleoply: 2 Wier(dexdbe): 9.3 Notification Appliance Power Extender I'nnels This system does not have power extender panels. Quanti ly: Localions: NI-PA 72,Fig. 10.18.2,1,1 (p.6 of 12) Copyright 02009 Naffonal Fire Protection Association.7hls form may be copied for indNiduai use other than tarrosalo.it may not ba copied for mmmercial sae or cbubution. 16. MASS NOTIFICATION CONTROLS,APPLIANCES, AND CIRCUITS �'1'hi systcatt cicics not hnin an A9NS. IQ.1 h9N5 l ocnl Operating Consoles Location I: L(SCalioil2: ' l.Aicalion 3: 10.2 1ligli-Powei,Spenket•Arrtiys Number of 1-1PSA speaker titillation zones: Loc ition 1: Location 2: Location 3: 10.3 MaN%Notification Devices C:ombinailon fire ahirni/MNS visible appliances MNS-only visibleappliatnces: Textual signs: Qtltdr{clew 1'ibE:}: Supervision Blass: 10.3.1. Special 11nurd Notiiicatioa R This system aloes not]lave spocial suppl-wdon prMischarp notification. �MIdS systems f�Cl NOT override nittiiication ttppliatic�t'ctlitircd to pt'ctvicic sln:cial su]>1�rt:.5sic>ir prcclischarl a n6ificati6n. 11. TWO-WAY EMERGENCY COMMUNfCATION SYSTEMS 11.1 '1'elephotte System 19 11lissystem does not have a two-way telepholic system. Number oftelelrltone jacks installed: Number of warden Sind Otis installed: Number of telephone mindsets stood tai site: Type of toleplione system installedi: ❑Electrically powered. ❑Sound powered 11.2 Two-Way Radio Commitn3entions Enhancement System ®This system does not have t two-way 6clio coim unications enhancement system. PercLiitnge of area covered by two-way radio service: Clitical areas: elu General building;fleas; % Amplification component locations: Inbound signal strength; dBiri Outbound signal strength: Bill Donor antenna isolation is: dB above the signal booster gain Radio frequencies covc rcd: Radio system monitor panel location: NPPA 72,Fig. 10.18,2.1.1 (1).7 of 12) Copydght 0 2009 National Fire Proleclion Associntion.This form may be copied for indiAdual 630 other than for resale.It may not be copied for commerclal sale or distribution. 11.. TWO-WAY EMERGENCY COMMONICAT#ON SYSTEMS(confiftueat) 11.3 Area orRel'uge(Area o itescuc Assislance) Emergency ConliuunleMlons Sy%Slelns ®This sys(0111 does not Illive till area(11,Mftlge(111-C11 UfTCSCklU a"SISlAHM)011110gCncy etnllmUlricatio'n6 system. Nunlbur ofstatiolS: Location of'ccnlral C-Ontrol point: ' Days and!lours when central control!mint is altended: Location of altelllillc conllol!loin!: Days and hours when altamaw control point is attcluted: 11.4 i;lcvntor i;nnergency t ann1na11icaiiolts.S!°steans []This system does not!lave an elevalm onnergorlcy conununiultions syslenl. Number ofelevrltals with stations LOCfttiOlt ofCelltral contt•nl point: 1}ays and lunn`s when central control point is attunded; Ulurtion or alternate control point: Days and hours when alternate control point is allen(lecl: 11.,5 Utlier Two-Way Con)In till i cati Oil Systems Descrihr: 12. CONTROL FUNCTIONS 111is systeln activatos[he following control ructions: L)]•told"open door releasing devices (]Smoke rivinagement L]HVAC shuldowil (_]1 iS dampers ❑Door unlocking ❑ 00v ltor recal I ❑Fuel souive shuldown Cl Extinguishing agent rclense f 'Icvator shunt trip D Mass notification syslenl ovell•ide of f ire alarm notification appliances Other(specify): 12.1 Addressable Control Moilides 0'111is system does not have control modifies. Number of devices: Other(specify): 13. ,SYSTEM POWER 13.1 Control Unit 13.1.1 Primary Power - Input voltage of contra)panel: 120 Control panel amps: 2 Overcurrent.protec(lon: Type: Breaker Amps, 20 Location(of primary supply panel hollyd): Electric l3oorn• Disconnecting Incans location: Saute 13.1.2 Erigiu&Drivers Generator This syslern does not have it generator-. ' Location ofgencrator: Location of fuel storage: Type of fuel: NFPA 72, Fig. 1011812.1.1 (p.8 of 12) Copyright 0 2008 Natlonol Fire Protection Association.mils torn may be copied for indlrid-jal use other t Ian for nesale.It n,ey nol be copied nor m-nmemial sale or dlstribtdlon. " r 13. SYSTEM POWER(continued) 13.1.3 1luinferrlllitible 1'otvel System 0 This syatenl does not have a UPS. E plipnlcut powered by it UPS systeill: Location of UPS system: Calculated capacity of UPS bolleries to Chive the sys(eill components willlecled ti)it: In standby Inode(Iwwrs); III alarm mode(minutes): 13.1.4 Batteries Location: In FACT' I ypo I-cad Acid. Nominal voltanc: 12 Amp/hour rating-, 18 Calculated Capacity of hatted us to drive file system: In standby mode(hours): 24 11i ahntn mode(!lliilllws): 15 1]Batteries are niarkmi with date of manufacture ❑Batlery cal ulations are n1whed 13.2 1n-Building Fire E mergeney Voice Alarlil Com onimicat!oil Sys Iwo or Allis Nofittca(ion System ®'FIIis,ystcm does not have an IEVACS t»•MNS systeall. i 13.2.1 Primary Power Input voltage of EVACS or MNS panel. EVACS or MNS])-allot ainps: Overcorreli(Protection: Type, Amps: LaGltio))(of'primary stipply panel board): Discoiulec(ing means location: 13.2.2 Engine-Driven Generator ( This systetn.does llul have,a.gonc:ralon Location of generator: _ Location of fuel storage: Type of fuel: 13.2.3 Uninterrnifflble Power.system III is system does not have a UPS. Equipment powered by a UPS systo w Location of UPS System: Calculated capacity of UPS batteries to drive the system,Componeills connected it)it: In standby mode(hours): In 11a1-nl Ipode(minutes): 13.2.4 Bal.teriLs LOCdtion: Type: Nominal voltage: Anti)/hour rating: Calculated capacity of batteries to drive the system: 1n standby mode(hours). In alarm anode(minutes): CI Butwiies arc marked with daft:of manufacture ❑Battery caloulatiolls att'::attliched Nr-PA r2, Fig.10 18.2.1.1 (p.9 of 12) Copyright C 2009 WOW fire Protection A%oolatlon,l'his form may bo Coplod for inalwdoal o9e other Ilion for resale,It may not be copied for cominerciol sale of d witiolion. 13. SYSTEM POWER(contirrtied) 13.3 No(iliesidon Appliance Power Extender Panels' ®'1111s syste m floes 1101 have po.wevext(ulder I)a11cls, 13.3.1 Primary Power 11113111 volini a of power exionder pm)el(s): lower exlondu paslol limps: Ovcrcut•10111 prole•(:liow 'Type: Amps: Location(of primary supply panel board): Disconnecting;means lomtion: 13.3.2 Engbte-Driven Generator This system does not havc a generalor. Location ofgenerntol; Location offilel S(orage: Type ofruel: 13 3.3 Unin terru ptible Power System ®This sys(em does not have a LIPS, 2quipmentpowereci by it UPS system: Location or UPS system: � Calculated capacity of LIPS bottmics to drive.the systrin a inpone;its eonnee ed to'it; In standlhy mode(hours): In alarm mode(minutcs): 13.3.4 )batteries Location: 'Type: Nominal voltage: Amplhour rating: Calculated capacity of batteries to drive the system: In standby mclde(hours): hi slarm rllcxle(nlfilutes): ❑ Batteries aro marked with(late of manufacture• D liattea'y calcidatiotts Ftrc auaehc(I 14. RECORD OF SYSTEM INSTALLATION riH oirr after all mstallatima is complete and wiring has been checked,fijr opeiis,sliorls,ground finfim and improper. bminching,but before ial7ducting operational acceptance te.yis, Th is is n: ❑New system ®M.Wification to ail existing system PeIrmil number: The system has been instaIlcd in news-dance with thetiilloiving requiramonts:(Note any or all that apply:) NFPA 72, Edition: 2010 NFPA 70,Nafioeal Elecbical Code,Arlicie760,Fkfitlon: 2010 J8 Manufacturer's published instructions Other(specify): System devintions from refcrenct-d NFPA standards: Signed: C» �� Printed shame: 13otr°Rt7Ctt2lm Date: a-16-13 Organization: McDonald Electric "Title: Electrician Phone: ,781-340-0008'- * NFPA 72,Flog. 10,18.2.1.1 (p. 10 of 12). CopyflWA G 2009 National Fire Protection Assodaaoa.This form may be copied for IWN16091 use ocher than for majo.it m8y not be copied For Commercial sefe or distribution. 15, RECORD OF SYSTEM OPERATIONAL ACCEPTANCE TEST-' ©blew systeu - rf it oreraliorur!fatu►'es and f rltclir'ns•WI N.s.s1'wter)r were lemed hp,op in the prose►ice>.q/ the s7,t;hei%vhowif belout;n!t lbe dnlG shutrn belnty,caul r��crc�fi)rur(1 lu l)e n/7LtYr11171�r,'/7J'n�7C1I}j itt l7CGnlYIQpRc will+the regtrire)licvrt.r fin-the following: Moditientions to an existing system All newly madilied o1xja1iona1.1&iwrtw and f tnedn►rs o0he system there it-sled by,at-in file hrawnc'e ol.,the signer silow►t hetuw,an Ilse date a'llatvtr below,and were fr)rurd to he operwhig hroper'1 y,in aerordnnce with the r-equiremenk of the fallotvhng: 23 AWPA 72,F,ditioti: 2010 ®NFPA 70,Arational Elec►riced Code,Article 760,Edition; 2010 IK Manufacturer's published instructions Other{specify}; [�Individual de •ice testing dctcuittcnralion[Inspection nrid`fasting Form(figure 14.6.2.4)is utwulied]' Sigitcd: 1 "lam z— i iintc d ttantc: Thomas J.Deltas la<ttc: 8-10 13 Organization; Advanced Signal Corp. Title: Technician Photic: 781-963-2024 16. CERTIFICATIONS AND APPROVALS 16.1 System Installation Contractor: This systent,as specified herein,has been!iistalied HVILIJ swA according to all NFPA standards cited herein, Signed: Printed nnmcr. kph grathP DIte;' 8-15-13 Orgaltiralion; McDonald Electric Title: Electrician Phone: 781-340-0008 16.2 System Service Coletractur: The undersigned tt a service contract for this systein irCeffecl as of the date shown below. Printed name: Thornas J.Deitus Date: 8-15-13 Organization: Advanced Signal Corp. Title: Technician 1)110110; 781-963-2024 16.3 Supervising Station: 'risis system,as specified herein;will he monitored according to all NFPA standards cited herein: Signed. Printed�nanie:' Dite:. Organizalion: New England Alarm Title: Phone: 800-372-3500 NFPA 72, Fig, 10.18,2.1.1 (p,`11 of 12) Copyright 0 2009 National Are Protedon Asso0alton.This form may he copied for individual use other than for resale.It may not be copied for commerelol sale or&Uibutlon. 16. CERTIFICATIONS AND APPROVALS(continued) ' J6.4 Property or(wilt-Reprewitwive: l 2a".epi this syswni as having Uccn hisiallcd an(1 teste(1 to its specil loWims awl a311 NFPA mmi(larck,dic(I herein. Signed: Printed llalnlu: Organiatioll: Title: 16.5 Authorit3"Tl:lvinl;JurisdIC6011: l have wi(tlesse(1 a sa isfaetory acceptance testUfthis System aw]lilt(l it((11)G 111StNIlC(I illl(I.(I)t;►atinp.l)l(ipGl•ly in accor(lancu with its approved plans:snd speciiicatiotls,with its.Ipp ovc(l seyucnce ofoperations,an(i with all NFPA standar&,cited herein. Signed_ Pl'illte(I riaane: Ditto, Orgatiizatiow Hyannis Me Dept, Titic: P11(ille: 5D8-775-1300 • e NFPA 7.9,Fig. 10.18.2..1.1 (p, 12 of 12) Gopyri9hl02.009 Nallonel Am Protection Msodblion.This form maybo copied for fndiaidual use ullier lhanfor resaio.It may not be copied for nommerciat sate or disiributlon. �_ �D �Ss � �— G � J 3225 MAIN STREET ® P.O. BOX 226 BARNSTABLE, MASSACHUSETTS 02630 C, CAPE CO ® (508) 362-3828 ® Fax (508) 362-3136 ® www.capec6dcommission.org COMMISSION PARTIAL FINAL CERTIFICATE OF COMPLIANCE Date: U`'�� , 2013 To: Ronald J. Silvia Silvia and Silvia LLC 1284-A Main Street Osterville,MA 02655 From: Cape Cod Commission Applicant/Owner: Shallow Pond Nominee Trust and Sixty-North Street Realty rust i Q' Project Location: Rose Motel Redevelopment/Lakeside Commons t 1555 Iyannough Road and 1575 Iyannough Road(Route 132�, Hyann.%, MA = �' a n Project Number: HDEX 07018 Registry: Book 22146 Page 76 This Partial Final Certificate of Compliance is hereby issued to and acknowledges that Sixty North Street Realty Trust, and Rose Capeway LLC,Applicants/Owners have properly complied with and satisfied the Development of Regional Impact Hardship Exemption.decision, and conditions therein, dated March 20, 2008,modified by modification decisions dated i1/18/o8, '/2/12, and 9/13/12,sufficient for the issuance of a Partial Final Certificate of Compliance. Specifically,the Applicants have shown to the Cape Cod Commission,including by Cape Cod Commission staff site visits: • F f 1, That the.project has been constructed substantially,in accordance with the plans referenced in Condition GC1, as modified, and other plans referenced in the conditions, though the building differed slightly from that shown on the approved plans upon field inspection. (The Applicants have submitted to the project file"as-built"architectural renderings); 2. Commission staff site visits during the day and at night indicate the installed exterior lighting design is consistent with the March 20, 2oo8 decision, as amended,based on the Applicant's commitment'to remove two (2) down-directed wedge lights to the right of the entrance (were to be used to illuminate a building sign) and a single,large pole mounted light on the road side of the landscaped berm along Route 132 (left over from General Contractor work, and is not serviced by an electrical connection); 3. That a copy of the 3/20/08 decision, as amended has been provided to the General Contractor prior to the start of construction per Condition GCB; 4. That a trip reduction plan has been developed in accordance with Finding F-T7, 5. The Applicant has consolidated the two existing full access'driveways onto Iyannough Road(Route 132) into one(1)right-turn-in/right-turn out only driveway per condition CTi (as amended ii/o/o8), 6. The Applicant has provided a vehicle and pedestrian connection with the adjacent parcel to the east per Condition CT2,and 7. The Applicants have paid$54,000 to a transportation mitigation fund in accordance with Condition CT6 (as amended 7/2/12). In addition,to secure compliance with Conditions CT3(dedicated public parking spaces)and CT4(Access&Parking Easement["Easement"]),the Applicants have paid$15,000 plus the appropriate Escrow Fee as stipulated by the Commission's Enabling Regulations(Revised March 2013; New Fee Schedule Effective July 1, 2013) into an Escrow Account. Monies held in escrow may be released to the Applicants or their designated representative in, conformance with the provisions of the Escrow Agreement, and upon satisfactory completion of the work,inspections, and recording of the Easement,as detailed in the Escrow Agreement, paragraph 3(b). Provided the project remains in compliance with other terms and conditions of the decision,the Cape Cod Commission shall issue a"Full Final Certificate of Compliance:" 1. Upon recording of the Easement,in a form substantially similar to the copy attached; 2. Upon satisfactory completion of the further work to install two dedicated parking spots, with signs,for Town use, relocated to the rear of the property, closer to Shallow Pond,. pursuant to Condition CT3 of the decision, and as depicted on the"Proposed Easement Access Plan,"dated August 23, 2013,which plan is incorporated by reference into the Easement with a copy of the plan attached hereto;and 3. Upon removal of the two wall mounted wedge lights by the main entrance and the single large pole mounted light;on the road side of the landscaped berm along Route 132. f 4. It is intended that this Partial Final Certificate be sufficient to obtain a Temporary Certificate of Use and Occupancy from the Town of Barnstable Building Department. Lakeside Commons-DRI Hardship Exemption—Partial Final Certificate of Compliance Page 2 of 2 ISSUANCE OF PARTIAL FINAL CERTIFICATE OF COMPLIANCE Executed this day of 4VIU 2013: Signature _J?-V Print Name and Title COMMONWEALTH OF MASSACHUSETTS Barnstable,ss V 2013 Before me,the undersigned notary public, personally appeared in his/her capacity as AeL )"7t of the Cape Cod Commission, whose name is signed on t e. ece' g document, and such person acknowledged to me that. he/she signed such document volu° tarily for its stated purpose. The identity of such person was proved to me through satisfactory evidence of identification,which was [ ]photographic identification with signature issued by a ederal or state governmental agency, [ ] oath or affirmation of a credible witness, or[ personal knowledge of the undersigned. i Notary Public My Commission Expires: NO,YA. `I�Ajt�Ommissi0li�t�ke� 28.20-t� . t Lakeside Commons-DRI Hardship Exemption—Partial Final Certificate of Compliance Page 2 of 2 �J TOWN DRAFT ROSE/LAKESIDE PUBLIC EASEMENT August 27 2013 i CX GRANT OF EASEMENT Floyd T Silvia, Trustee of Sixty North Street Realty Trust, under Declaration of Trust dated November 22, 1.996 and recorded in the Barnstable County Registry of Deeds in Book 10500, Page 298 of 1284A Main Street, P. O. Box 430, Osterville, Massachusetts, 02655 and Rose Capeway, LLC, a Massachusetts limited liability company with a business address of 1284A Main Street Box 430,Osterville, MA 02655, owners of the land with improvements the o owh as and located at 1555 Iyanough Road,Hyannis;Massachusetts as mo' <articularly de.Bribed as LOT 2-A on a plan recorded in the Barnstable County Red xy of Deeds in Plan Book 628;Page 66 and in a Deed recorded in the Barnstable County e .istry of Deeds in Boo �3358,Page 25 . (hereinafter the"Grantors"),together with the entranc- andsexit to and fro > yanough Road over Lot 2-A and a portion;o 40' -A(hereina :er the"premises"), AS A GIFT FOR PUI ®: ES OF CO' LIAN ,LTH T .SPORTATION CONDITION C f F A J I ION O E @.O COMMISSION DATED MARCH 20, 2008 ROJE NUMBER EX#070183 G TOT > HABITS' TS OF ` TO ` OF BARNSTABLE, a Massachusetts mumc, corpora oi known as the TOWN OF BARNSTABLE" organized under a charter adopted pursuant to Mass. Const.Amend. Art. 89 § 3 on April 11, 1989 wi Tr' cipal office .C/O The Town Manager, Town Hall, 367 Main Street, Hyannis, Barnsta County„ assachusetts, 02601-3907, its successors and assigns (hereinafter the "Town") .WITH QUITCLAIM COVENANTS, the PERPETUAL RIGHT AND EASEMENT to pass and repass over,upon, along and across the premises during daylight hours between dusk and dawn only depending on the time of year for pedestrian access (including access in wheelchairs to the extent required, by law)to Shallow.Pond for the use and enjoyment of the general public for recreation, including without limitation walking,`wheelchair access to the extent required by law, - 20130218 easement 5 1 TOWN DRAFT ROSE/LAKESIDE PUBLIC EASEMENT August 27, 201.3 fishing, launch and retrieval of small, non-motorized watercraft such as canoes and kayaks which can be carried by individuals or with the assistance of a dolly,but excluding swimming, and to pass and repass in motor vehicles as follows (hereinafter collectively"easement"): ' r an unpaved defined portion of the easement six(6)feet.wide from the end of the parking lot on the premises following the existing vehicle tracks to within approximately fifteen (15) feet of the present shore of Shallow Pond,thence w >e:''ng at angles to a width of approximately twenty-one(21)feet at the shore of.9hallo ond, meaning and intending 'to convey an easement whereby members of th- blic can access Shallow Pond for the purposes stated without motor vehicles exe pt as otherwise provide- herein and in wheelchairs but only to the extent wheelchair access is required by law;and an undefined portion of the easement o enter and averse on foot and in motor vehicles during the aforesaid time periods in•o der to.access the afore aid defined portion of the easement for the p ohs set forth, exec t that no mot e than o (2)motor vehicles may ark during norm business hours in sp e• mated by the Grantors as furthex =et forth on a plan <f tan entitled"Proposed Access Easement Plan at 1575 Iyan$ gh Road Apse sors Ma: 253 Parcel 1y6 Hyannis, Massachusetts,Barnstable County xepared for: R1,6 d J. S L. a; Trustee of Sixty North Street Realty Trust and Rose Company, PLC, Prepared bp: JC Engineering,Inc., 2854 Cranberry Highway,East Wareham,lVl< -2538, 508=273=0377 Dated August 23, 2013." The Town ma . ;e,gulate the intensity of use of the easement,including by Grantors and their tenants and invitees. Grantors shall be responsible at its expense for-`maintaining and improving the undesignated portions of the easement and for signs for the designated parking spaces.. The Town shall be responsible at its expense for maintaining and improving the defined portion of the easement and for the posts and signs installed.therein. The Town may 2-630218 easement 5 2 �d TOWN DRAFT ROSE/LAKESIDE PUBLIC EASEMENT August 27,2013 maintain and improve the undefined portions of the easements if Grantors fail after notice to keepp the easements accessible or the premises become entirely vacant. The Town may enter the premises with personnel,-vehicles,equipment and materials in the performance of its official duties to maintain and improve the easement. The Town agrees to restore as much as reasonably possible any areas outside the easement disturbed in the course of any maintenance or improvements. made by Town. Grantors and the Town agree to apply for and corn., ly with the terms of any permits applicable to maintenance and improve e work undertaken by either. Any improvements hereunder made by t ' Town shall b k and remain the property . i es and improve �e t Winade b Grantors hall be and`remain the •f Town. The premises an.s ym y property of Grantors, subject however to the >`ghts of the Town and the. blic in the easement. The Town acknowledges that Gran ors' underlying land useof the premises are professional offices•and�,drive-throug, bank and agrees to minimize disturbance, displacement or destruction o t e premise; henever reasonably possible. The exclusive and perpe#ual right and easement above described and herein conveyed is�intended to.prohb urfaee or su s; face structures or use of the area by Gra t x and o her I1ich MI.g t damage o '' terfOre with the operation and maintenance of the•easement without e prio written consent of Town,but is not intended to prohibit the useeoof e premises in uding the.easement by Grantors and its tenants and invitees so long as such use does no Anterfere with or prohibit the full use and enjoyment of the easement herein granted b. e general'public or are not otherwise restricted by law or regulation. Grantors for hemselves and their heirs, executors, administrators, successors and assigns, covenants not at anytime to disturb or damage the easement or ,interfere with its lawful uses. - The provisions hereof shall be binding upon and inure to the benefit of the parties hereto and their respective heirs, executors, administrators, successors and assigns. 20130218 easement 5 3 TOWN DRAFT ROSE/LAKESIDE PUBLIC EASEMENT August 27,2013 Whenever used,the singular number shall include the plural,the plural the singular, and the use of any gender shall include all genders. This easement may be modified from time to time in writing signed by the parties or their successors or assigns and recorded. EXECUTED UNDER SEAL this day of 52013. j . Sixty No *treel Realty Trust B . F LOYD 1. SILVIA, Tr stee• Rose CapeLLC ' By. FLO SJ. SIL '�I�, Manager COMMONWEALTH O SSA C�_ SETTS Barnstable ss. OO n this day of .,2013,before me,the undersigned notary publi`e-personally ap `peaxed the above named Loyd J. Silvia,as Trustee of Sixty North Stree ealty Trust, and ed to m.e through satisfactory evidence of identification, which was o be the person whose name is signed on the preceding or attached document and'ackno. ledged to me that he signed it voluntarily for its stated purpose. Notary Public My Commission Expires: r COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. 20130218 easement 5 t 4 tl TOWN DRAFT ROSE/LAKESIDE PUBLIC EASEMENT August 27, 2013 . On this day of ,2013,before me,the undersigned notary public,personally appeared the above named Floyd J. Silvia, as Manager of Rose Capeway, LLC, and proved to me through satisfactory evidence of identification, which was to be the person whose name is signed on the preceding or attached document and acknowledged to me that he signed it voluntarily for its stated purpose. Notary Public My Commi., xpires: v z , i I 20130218 easement 5 5 EDGE OF BORDERING VEGETATIVE WF44o ASSESSORS %% WETLANDS PER P.B.628,PG.66 WF__ B6 MAP 253,PARCEL 19T&19B N I2 r (1-5751YANNOUGH ROAD) °v WF#30 3., e° 87,470t S.F. UPLAND �/_ WF#23� F0WWWFFF WFx3 (UPLAND) -BITUMINOUSPARKING- pN VIP, y 11,973±S.F.(WETLAND) r- WPi�a7 mm G 66 t vvFx2 `N WFit35�� 99,443±S.F.(TOTAL) P 628,P t �,�—'---------- 2.28±ACRES(TOTAL) B` WFx27 °m WF420 a F4M8 -' PROPOSED ACCESS EASEMENT (DEFINED PORTION) - 5,5.46,26.E WFiF1 (APPROXIMATELY FOLLOWING EXISTING VEHICLE TRACKS) W I 25.00, 25.00, o N75°46'20"W WFx 6 ry WFx15 o L(1 - S74'1529"W 89.54' ® WF#14 S03°bz0°OpWPtE� . \ 277.22' 1 ow -UNDEFINED PORTION- ' �t1p;TOEeC'6 0'PG 66 I Nh� I 20.0' 0 11* 17't ° xtz 2J�gy\ 20.0, `S70°26'58"E mRFxtt �� o 41555� �� wr=nt0 N84°09'33"E ��� c _—��������� 6.36' / EXISTING FOUNDATION 0' PORTION OF ����' �C Ng4 09'33"E 368.04' o APPROXIMATE EDGE — � o S13°26'53°w N o N 30.0'10.0 Fx8 F1.7 50.0' u, z OF PRESENT SHORE W`xe ASSESSORS MAP 253,PARCEL 16 lFx5 TWO PARKING SPACES RESERVED 96,814t S.F.(UPLAND) EDGE OF WATER e / FOR SHALLOW POND ACCESS _ PER R .628,PG,6g 5,z3ot S.F. WETLAND LOCATED AT END OF PARKING LO 21'±ALONG PRESENT �F 102,044±S F.(TOTAL)) ( T) SHORE OF SHALLOW POND 2.34t ACRES(TOTAL) 493,66'TO CALCULATION LINE S56°46'31"W O WFx3 NIF S74°15'30°W 496'±TO EDGE OF WATER°���� SIDE LAKE REALTY,LLC SHALLOW POND ^ ASSESSORS MAP 253,PARCEL 15 ' I z� -BITUMINOUSPARKING- e wF'31a m PROPOSED ACCESS SCALE: 1 INCH = $o FT. EASEMENT PLAN 0 40 80 160 AT 1 certify that the property lines shown on this plan are the 1555 IYANNOUGH ROAD lines dividing existing ownerships, and the lines of the- OWNER OF RECORD(1555 IYANNOUGH ROAD): ASSESSORS MAP 253 streets and ways shown are those of public or private FLOYD J.SILVIA,TRUSTEE PARCEL 16 streets or ways already established and that no new lines OF SIXTY NORTH STREET REALTY TRUST IN for division of existing ownership or for new ways are (UNDIVIDED 55%INTEREST HYANNIS, MASSACHUSETTS., shown. 1284A MAIN STREET PO BOX430 BARNSTABLE COUNTY f` OSTERVILLE,MA 02655 PREPARED FOR: (DEED BOOK 23358,PAGE 25) FLOYD J.SILVIA,TRUSTEE OF SIXTY AND NORTH STREET REALTY TRUST ROSE CAPEWAY,LLC AND ' (UNDIVIDED 45%INTEREST) ROSE CAPEWAY, LLC 1284A MAIN STREET PO BOX 430 PREPARED BY: OSTERVILLE,MA 02655 JC ENGINEERING, INC. (DEED BOOK 23358,PAGE 25) 2854 CRANBERRY HIGHWAY PLAN REFERENCES: EAST WAREHAM, MA 02538 PLAN'BOOK 628,PAGE 66 508-273-0377 JOHN L. CHURCHILL JR°, PE, PLS DATE 1952 STATE HIGHWAY LAYOUT 3954 DATE: AUGUST 26,2013 r 3225 MAIN STREET P.O-. BOX 226 BARNSTABLE, MASSACHUSETTS 02630 y CAPE COD (508) 362-3828 Fax (508) 362-3136 • www capecodcommission.org COMMISSION PARTIAL FINAL CERTIFICATKOF COMPLIANCE. Date: ✓G �, 2o3 } . To: Ronald J. Silvia o Silvia and Silvia LLC 1284-A Main Street O Osterville, MA 02655. From: Cape Cod Commission "- Applicant/Owner: Shallow Pond Nominee Trust and Sixty North Street Real, Trust . tom: � Project Location: Rose Motel Redevelopment/Lakeside-Commons vS1555 IYannough RRga-d and-n-dr575 Iyannough Road(Route�32)_ Hyannis, Project Number: HDEX 67018 Registry: Book 22146 Page 76 This Partial Final Certificateof Compliance is Hereby issued to and acknowledges that Sixty North Street Realty Trust, and Rose Capeway LLC,Applicants/Owners have properly complied with and satisfied the Development of Regional Impact Hardship Exemption decision, and conditions therein, dated March 20, 2oo8, modified by modification decisions dated 11/18/o8, , 7/2/12,.and 9/13/12, sufficient for the issuance of a Partial Final Certificate of Compliance. .,' Specifically,the Applicants have shown_to the Cape Cod Commission, including by Cape Cod Commission staff site visits:: - r. That the project has been constructed substantially in accordance with the plans referenced in Condition GC1, as modified, and other plans referenced in the conditions, . though the building differed slightly from that shown on the approved plans upon field inspection. (The Applicants have submitted to the project file"as-built"architectural renderings); 2. Commission staff site visits during the day and at night indicate,the 'installed exterior lighting.design is consistent with the March 20, 2oo8 decision, as amended,based on the Applicant's commitment to remove two(2) down-directed wedge lights to the right of the entrance (were to be used to illuminate a building sign) and a single,large pole mounted light on the road side of the landscaped berm along Route 132 (leftover from General Contractor work, and is not serviced by an electrical connection); 3. That a copy of the 3/20/08 decision,as amended,has been provided to the General Contractor prior to the start of construction per Condition GCB; 4. That a trip reduction plan has been developed in accordance with Finding F-T7, 5. The Applicant has consolidated the two existing full access driveways onto Iyannough Road(Route 132)into one(1) right-turn-in/right-turn out only driveway per condition CTi (as amended ii/o/o8), 6. The Applicant has provided a vehicle and pedestrian connection with the adjacent parcel to the east per Condition CT2, and 7. The Applicants have paid$54,000 to a transportation mitigation fund in accordance with Condition CT6 (as amended,7/2/12). In addition,to secure compliance with Conditions CT3(dedicated public parking spaces)and CT4(Access&Parking Easement["Easement"]),the Applicants have paid$15,000 plus the appropriate Escrow Fee as stipulated by the Commission's Enabling Regulations(Revised March 2013; New Fee Schedule Effective July 1, 2013)into an Escrow Account. • Monies held in escrow may be released to the Applicants or their designated representative in conformance with the provisions of the Escrow Agreement, and upon satisfactory completion of the work, inspections, and recording of the Easement, as detailed in the Escrow Agreement, paragraph 3(b)• Provided the project remains in compliance with other terms and conditions of the decision,the. Cape Cod Commission shall issue a"Full Final Certificate of Compliance:" 1. Upon recording of the Easement, in a form substantially similar to the copy attached; 2. Upon satisfactory completion of the further work.to install two dedicated parking spots, with signs,for Town use, relocated to the rear of the property, closer to Shallow Pond, pursuant to Condition CT3 of the decision,and as depicted on the"Proposed Easement Access Plan,"dated August 23, 2013,which plan is incorporated by reference into the Easement with a copy of the plan attached hereto;and 3. Upon removal of the two wall mounted wedge lights by the main entrance and the single large pole mounted light on the road side of the landscaped berm along Route 132. 4. It is intended that this Partial Final Certificate be sufficient to obtain a Temporary Certificate of Use and Occupancy from the Town of Barnstable Building Department. E • Lakeside Commons-DRI HardshipExemption ption—Partial Final Certificate of Compliance Page 2 of 2 I ISSUANCE OF PARTIAL FINAL CERTIFICATE OF COMPLIANCE Executed this day of 1� v J 2013. n Signa u e 94 f 0 N J�lv V�/ Print N me and Title - COMMONWEALTH.OF MASSACHUSET S Barnstable, ss �w� 10 2013 : Before me,the undersigned notary public,personally appeared' in his/her capacity as of the Cape Cod Commission, whose name is signed on the pre edi document, and such person acknowledged to me that. . . • he/she signed such document voluntarily for its stated purpose. The identity of such person was proved to me through satisfactory evidence of identification,which was [ '] photographic . identification with signature issued by ederal or state governmental agency,{ ]oath or - affirmation of a credible witness,or[personal knowledge of the undersigned. Notary Public . ., My Commission lot Expires: . GAI A HANLEY . . Notary Public. COWIONWEALT OF MASSACHUSETTS Ny Comm issiai Expires September 28,PIS Lakeside Commons-DRI Hardship Exemption—Partial Final Certificate of Compliance Page 2 of 2 f a ' TOWN DRAFT ROSE/LAKESIDE PUBLIC EASEMENT August 27, 2013 C , l ` GRANT OF EASEMENT Floyd J. Silvia,Trustee of Sixty North Street Realty Trust, under Declaration of Trust dated November 22, 1996 and recorded in the Barnstable County Registry of Deeds in Book 10500, Page 298 of 1284A Main Street, P. 0. Box 430, Osterville, Massachusetts, 02655 and Rose Capeway,LLC, a Massachusetts-limited liability company with a business address of 1284A Main Street, . ®. Box 430, Osterville, MA 02655, owners of the land with improvements thereon kn© as and located at l555 Iyanough Road, Hyannis, Massachusetts as mo' particularly described as LOT 2-A on a plan recorded in the Barnstable County Regis: , of Deeds in Plan Book 628, Page 66 and in a Deed recorded in the Barnstable County Registry of Deeds in Boo' 13358,Page 25 (hereinafter the "Grantors"),together with the WelfraWe and.exit to and from yanough Road over Lot 2-A and a portion..N..o -A ( erein the "premises"), AS A GIFT FOR PUR1'®SES OF COMPLIANCE W TH T' SPORTATION CONDITION C-14 O'F A DE;,C�ISION O THE C° E .® COMMISSION DATED MARCH 20, 2008 IN ROJE NUMBER EX#07018, G TO T' II RABIT -: TS OF ' TO '` OF BARNSTABLE, a Massachusetts municipal corpora-o known•as the TOWN OF BARNSTABLE organized'under a charter adopted pursuant to Mass. Const.Amend. Art. 89 § 3 on April 11, 1989 with principal offices C/O The.Town Manager, Town Hall, 367 Main Street, Hyannis, Barnstable County Massachusetts, 02601-3907, its successors and assigns (hereinafter the."Town"), WITH QUITCLAIM COVENANTS, the PERPETUAL RIGHT AND EASEMENT to pass and repass over, upon, along and across the premises during daylight hours between dusk and dawn only depending on the time of year for pedestrian access (including access in wheelchairs to the extent required by law)to Shallow Pond for the use and enjoyment of the general public for recreation, • including without limitation walking, wheelchair access to the extent required by-law, 20130218 easement 5 1 I t ' TOWN DRAFT ROSE/LAKESIDE PUBLIC EASEMENT August 27, 2613 fishing, launch and retrieval of small, non-motorized water craft such as canoes and kayaks which can be carried by individuals or with the assistance of a dolly,but .excluding swimming, and to pass and repass in motor vehicles as follows (hereinafter` collectively"easement"): an unpaved defined portion of the easement'six(6)feet.wide from the'end of the parking lot on the premises following the existing vehicle tracks to within approximately fifteen (15) feet of the present shore of Shallow Pond,thence widening at angles to a.width of approximately twenty-one(21) feet at the shore of Shal=low Pond, meaning and intending 'to convey an easement whereby members of the p blic can access Shallow Pond for the purposes stated without motor vehicles except as otherwise provided herein and in wheelchairs but only to the extent wheelchair access is required by law;:and an undefined portion of the easemenn o enter and traver e on foot and in motor vehicles during the aforesaid time periods ider to access the aforesaid defined portion of the easement for the purposes set forth, except that no more than two (2)motor vehicles may park during normal business hours in spaces,d 5gnated bye Grantors as further suet forth on a plan .,f Ian entitled"Pr sed Access Easement Plan at 1575 Iyanough Road Assessors Ma 253 Parcel 6m Hyannis, Massachusetts, Barnstable Count repared for: Floyd J. Silt 51a., Trustee of Sixty North Street Realty Trust and Rose Company, PLC, Prepared by: JC Engi Bring, Inc., 2854 Cranberry Highway,East Wareham, lVlA 02538, 508- 3-0377 Dated August 23, 2013." The Town may regal°ate the intensity of use of the easement, including by Grantors and their tenants and invitees. Grantors shall be responsible at its expense for maintaining and improving the undesignated portions of the,easement and for signs for the designated parking spaces.. The Town shall be responsible at its expense for maintaining and improving the defined • portion of the easement and for the posts and signs installed therein. The Town may 20130218 easement 5 2 I ' TOWN DRAFT ROSE/LAKESIDE PUBLIC EASEMENT August 27, 2013 , • maintain and improve the undefined portions of the easements if Grantors fail after notice to keep the easements accessible or the premises become entirely vacant. The Town may enter the premises with personnel,vehicles, equipment and materials in the performance of its official duties to maintain and improve the easement. The Town agrees to restore as much as reasonably possible any areas outside the easement disturbed in the course of any maintenance or improvements made by flown. Grantors and the Town agree to apply for and co ,:>ply with the,terms of any permits applicable to maintenance and improve men work undertaken by either. Any improvements hereunder made by the',Town shall be and remain the property of Town. The premises and any improvementstade by Grantors hall be and remain the property of Grantors; subject however to the rights of the Town and the public in the easement. The Town acknowledges that Grano >,'s underlying land uswe the premises are professional offices and drive=through bank: and agrees to minimize disturbance, displacement or desttion of the premises whenever reasonably • possible. k The exclusive and perpetual right and easement above described.and herein conveyed is intended to prohibist s iace or subs fface structures or use of the area by Grantor. and o hers which might damage or uiterfere with the operation and maintenance of the4easement without >he prior written consent of Town, but is not intended to prohibit the us he premises including the.easement by Grantors and its tenants and invitees so long as.such use does not interfere with or prohibif the full use and enjoyment of the easement herein granted by the general public or are not otherwise restricted by law or regulation. Grantors°fork themselves and their heirs, executors, administrators, successors and assigns, covenants not at anytime to disturb or damage the easement or interfere with its lawful uses. The provisions hereof shall be binding upon and inure to the benefit of the parties hereto and their respective heirs, executors, administrators,,successors and assigns. 20130218 easement 5 J 3 I ` TOWN DRAFT ROSE/LAKESIDE PUBLIC EASEMENT August 27, 2013 • Whenever used, the singular number shall include the plural,the plural the singular,,and the use of any gender shall include all genders. This easement may be modified from time to time in writing signed by the parties or their successors or.assigns and recorded. EXECUTED UNDER SEAL this day of 2013. SixtyNo Street Realty Trust Y By: LOYD J. SILVIA, Trtee Rose•Cape. a, ;LLC By: • F SIL '%I Manager ' COMMO` WEALTH'O ASSA CHU�SETTS Barnstable, ss. ®n this day,of , 2013,before me, the undersigned notary pu`be;personally aped the,a, ove named yd J. Silvia, as Trustee of Sixty North Street�Realty Trust, and proved tome through satisfactory evidence of identification, which was to be the�p"erson whose name is signed on the preceding or attached document and acknowledged to me that he signed it voluntarily for its stated purpose: Notary Public My Commission Expires: COMMONWEALTH OF MASSACHUSETTS • Barnstable, ss. 26130218 easement 5" . . 4 I - „ ' TOWN DRAFT ROSE/LAKESIDE PUBLIC EASEMENT August 27, 2013 • On this day of , 2013,before me;the undersigned notary public,personally appeared the above named Floyd J. Silvia, as Manager of Rose Capeway, LLC, and proved to me through satisfactory evidence of identification, which was to be the person whose name is signed on the preceding or attached document and acknowledged to me that he signed it voluntarily for its stated purpose. Notary Public My Commiss`ixpires: y a J 2,0130218 easement 5. 5 G '� gyF�28 EDGE OF BORDERING VEGETATIVE V'{F#4 ASSESSORS ______ , e WETLANDS PER P.B.626,PG.6fi B u r WF#3 a MAP 253,PARCEL 19T 8 1'9B N 1= (1575 IYANNOUGH ROAD) NO W'iF30. s 87,470±S.F.(UPLAND) -BITUMINOUS PARKING-- WF-i:23 F5t3 WFx3 � � • WF1r:' 11,973±S.F.(WETLAND) WFA2 . � �`F� 114 5 -WF# W��`� 99,443±S.F.(TOTAL) Pg.628,PG.66 j �------------ ®��° 2.28±ACRES(TOTAL) WF#21 WF#20 m PROPOSED ACCESS EASEMENT(DEFINED PORTION) S75.46'20°E WFit1A 25.00' (APPROXIMATELY FOLLOWING EXISTING VEHICLE TRACKS) / 25,00' WF#1 o N75°46'20'W NF#6 ry o WF#15 � `�' v W 514 15'29°W 89.54' WF#14 Spa=g7:p0� N, v 2,,.241 2.' , ow UNDEFINED PORTION— is_ �110F10PeO6 a PG.66 y\ N�� / 020.0' r 17't p F#12 yi � 370.6��� ��� / a a S70°26'58"E �a® F#11 09'33"E ��_��_ �.��� .e NI-#10 ---- —=8�= =���� 368•� 6.36' / EXISTING FOUNDATION .0' PORTION OF s13°z6's3°w APPROXIMATE EDGE — �} N84°o9'33^E o 50.0' �� m \ 1 .ON 3.0 2.0 OF PRESENT SHORE ° Nr=°7 W�FiI6 ASSESSORS MAP 253,PARCEL 16 WF45 TWO PARKING SPACES RESERVED ' - 96,814±S.F.(UPLAND) - EDGE OF WATER p FOR SHALLOW POND ACCESS 21'±ALONG PRESENT PER P.B.szA,Pcss ,�lF#a 5,230±S.F. FOR LOCATED AT END OF PARKING LOT SHORE OF SHALLOW POND 16'± B 102,044±S.F.(TOTAL) I ( ) S56°46'31"W ,µ' c 2.34±ACRES(TOTAL) 493.86'TO CALCULATION LINE S14°75'30'W 496'±TO EDGE OF WATER - • WF#3 N/F r e6•-----°-1 SIDE LAKE REALTY,LLC SHALLOW POND 0 WF#2ASSESSORS MAP 253,PARCEL 15 , 2j BITUMINOUS PARKING < - WF#1 t PROPOSED ACCESS SCALE: 1 INCH ='80 FT. EASEMENT PLAN 0 40 80 160 AT I certify that the property lines shown on this plan are the 1555 IYANNOUGH ROAD lines dividing existing ownerships, and the lines of the` OWNER OF RECORD(1555 IYANNOUGH ROAD): ASSESSORS MAP 253 streets and ways shown are those of public or private FLOYD J.SILVIA,TRUSTEE PARCEL 16' streets or ways already established and that no new lines OF SIXTY NORTH STREET REALTY TRUST IN for division of existingownership or for new was are (UNDIVIDED 55%INTEREST) p y 1284A MAIN STREET HYANNIS, MASSACHUSETTS shown. PO BOX430 BARNSTABLE COUNTY OSTERVILLE,MA 02655 PREPARED FOR: (DEED BOOK 23358,PAGE 25) FLOYD J.SILVIA,TRUSTEE OF SIXTY AND NORTH STREET REALTY TRUST ROSE CAPEWAY,LLC AND (UNDIVIDED 45%INTEREST) ROSE CAPEWAY, LLC 1284A MAIN STREET PO BOX 430 PREPARED BY: OSTERVILLE,MA 02655 JC ENGINEERING, INC. (DEED BOOK 23358,PAGE 25) 2854 CRANBERRY HIGHWAY • EAST WAREHAM, MA 02538 PLAN REFERENCES: 508-273-0377 PLAN BOOK 628,PAGE 66` JOHN L.CHURCHILL JR., PE, PLS DATE 1952 STATE HIGHWAY LAYOUT 3954 DATE: AUGUST 26,2013 Commodore Hu'Wers FINAL CONSTRUCTION AFFIDAVIT To The Inspectional Services Commissioner: Date: August 15, 2013 Project: New York Life Address: 1555 lyannough Rd., Rte 132,Centerville, MA Permit#: B20131217 I certify that I,or my authorized representative, have inspected the work associated with the referenced project having visited the site at least once a week throughout the construction period. To the best of my knowledge, information aria belief the work conforms with the permit and plans approved. by the Inspectional Services Department and with the provisions of the Massachusetts State Building Code and other pertinent laws and ordinances. Licensed Construction Supervisor Ralph D'Antonio Company Name: Commodore Builders Address: 80 Bridge St., Newton, MA 02458 MA Registration Number: CS 82705 Exp: 4 19 15 Signature: Date: /3 On this 15th day of August, 2013, before me the undersigned notary public, personally appeared Ralph D'Antonio (name of document signer), proved to me through satisfactory evidence of identification,to be the person whose name is signed on the preceding or attached document in my presence. \.�` ,\ENE THO `�1-�Ncb.O�jlA�8810NF A� 07-20 4 V.4 q) ,6'9�N O Official Seal &Signature of Notary: 00 oa My Commission Expires on: .,,CHUB•• \G � 80 Bridge Street • Newton 9 MA• 02458 • T:617-614-3500 . F:617-965-8354 . www.commodorebuilders.com 24`HOUR atinum SERVI " Protection & Services, LLC Protecting homes and businesses every day To: Thomas Perry, Building Commissioner 200 Main Street Hyannis, MA Re: New York Life Hyannis 1555 — 1575 Route 132 Barnstable, MA Subject: Final Sprinkler System Affidavif SP-1 Date: August 16, 2013 This letter shall serve as a Final Affidavit for the above-referenced building and that to the best of my knowledge, the provisions of the building code have been complied with and the area of work meets all necessary requirements for the proposed use and occupancy. �•1►� MICHAEJ. L Signatur DIMEO c� No.32201 y Fire Pmtedion Subscribed and sworn to before me the _16`"_ day of_August 2013. P=VARIEUR Notary : µ hdCOWIOHUSETTSMes My Comm*,ssion'Expires: January 27, 2017 855.99PLATINUM 1774.319.5235 I Fax 774.319.5236 1 PO Box 764, Westport, MA 02790 1 www.platinumfireprotection.com 70_ vC P11 2: 413 3225 MAIN STREET P.O. BOX 226 BARNSTABLE, MASSACHUSETTS 02630 , CU c jl CAPE CO ® (508) 362-3828 a Fax (508) 362-3136 ® www.capecodcommission.org COMMISSION FULL FINAL CERTIFICATE OF COMPLIANCE Date: October 9-P, 2013 To: Ronald J. Silvia Silvia and Silvia LLC 1284-A Main Street Osterville, MA 02655 From: Cape Cod Commission Applicant/Owner: Shallow Pond Nominee Trust and Sixty North Street Realty Trust Floyd J. Silvia,Manager and Trustee Project Location: Rose Motel Redevelopment/Lakeside Commons 1555 Iyannough Road and,1575 Iyannough Road(Route 132), Hyannis, MA Project Number: HDEX 07018 Registry: Book 22146 Page 76 This Full Final Certificate of Compliance is hereby issued to and acknowledges that Sixty North Street Realty Trust, and Rose Capeway LLC,Applicants/Owners have fully and properly complied with and satisfied the Development of Regional Impact Hardship Exemption decision, and conditions therein, dated March 20, 2008,modified by modification decisions dated 11/18/08, 7/2/12, and 9/13/12,sufficient for the issuance of a Full Final Certificate of Compliance. A Partial Final Certificate of Compliance was previously issued in August 2013, subject to an Escrow Agreement, sufficient for the issuance of a Temporary Certificate of Use and Occupancy from the Town of Barnstable. The remaining obligations referenced in the Escrow Agreement and Partial Final Certificate of Compliance have now been satisfied, and direction has been provided to the Escrow Agent to release the Escrow Funds. Specifically,the Applicants have further demonstrated that: 1. Conditions CT3 and CT4 of the Decision have been satisfied, namely: 4 } �f a. An easement,found satisfactory by Commission staff,has been recorded with the Barnstable Registry of Deeds in Book 27728 pg. 269, and a recorded copy has been provided to Commission staff; b. Two dedicated parking spots,with signs,for Town use,have been relocated to the rear of the property, closer to Shallow Pond, and are depicted on the Easement Sketch Plan appended to the recorded easement; and 2. The two wall mounted wedge lights by the main entrance and the single large pole mounted light on the road side of the landscaped berm along Route 132 identified during a previous Commission staff site visit have now been removed. (Signature Page Follows) Page 2 Lakeside Commons-DRI Hardship Exemption—Full Final Certificate of Compliance } ISSUANCE OF FULL FINAL CERTIFICATE OF COMPLIANCE Executed this day of October 2oi3. Signature y �l Print N me and Title COMMONWEALTH OF MASSACHUSETTS Barnstable,ss Ocl- , 2013 Before me,the undersigned notary public,personally appeared in his/ ie capacity as iv 21-c! t�2 of the Cape Cod Commission, whose name is signed on the recqAng document, and such person acknowledged to me that he/(p signed such document voluntarily for its stated purpose. The identity of such person was proved to me through satisfactory evidence of identification,which was [ ]photographic identification with signature issued by Oederal or state governmental agency, [ ] oath or affirmation of a credible witness,or[gpersonal.knowledge of the undersigned. Notary Public My Commission Expires: c R.R y WivyPubk CpMIlONM1Mf".Of/1 SW-A!)ws WCoinmissioti Expires Se amber 28,2a18 + Page 3 Lakeside Commons-DRI Hardship Exemption—Full Final Certificate of Compliance r FINAL ARCHITECT'S AFFIDAVIT NAME OF PROJECT �� l�t I vEk't rCl IAM Date lei PROJECTLO CATION ✓`J -LLI(1�Y1O �'I F�u��, (�2 �C��K►�l I� M- NAME OF BUILDING OR ADDRESS IN ACCORDANCE A. r�CCORDANC WITH SECTION 107.6 OF.THE MASSACHUSETT S STATE BUILDING CODE,I, Jamee, NAME ADDRESS PHONE NUMBER BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECT HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPERATION OF ALL DESIGN PLANS,COMPUTATION AND SPECIFICATIONS CONCERNING ENTIRE PROJECT ARCHITECTURA STRUCTURAL MECHANICAL FIRE PROTECTION ELECTRICAL OTHER(SPECIFY) FOR THE ABOVE PROJECT AND THAT TO THE BEST OF MY KNOWLEDGE SUCH PLANS COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE,ALL ACCEPTABLE ENGINEERING PRACTICES AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT WE HAVE PERFORMED THE NECESSARY PROFESSIONAL SERVICES AND HAVE BEEN PRESENT ON THE CONSTRUCTION SITE TO DETERMINE THAT THE WORK PROCEEDED IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 107:6.IN ADDITION I HAVE ATTENDED WEEKLY JOB MEETINGS. 1. Review of shop drawings,samples,and other submittals of the contractor as required by the construction documents as submitted for building permit,and approval for conformance to the design concept. 2. Review and approval of the quality control procedure for all code-required controlled material. 3. Special architectural or engineering professional Inspection of critical construction components requiring controlled materials or construction specified in the accepted engineering practice standards. �FL"fI� Ai �TO SECTION 107.6 AND CHAPTER 17,1 HEREBY ATTEST TO THE SATISFACTORY COMPLETION AND 2 REASIIVES` IrQTHE PROJECT FOR OCCUPANCY. f=SUyBSC A D TO BEFORE THIS DAY 20 U'RAL.� 3094.N ✓ S. (Signature) _ems �/ ��✓/_ �M '1�¢D✓fISSION EXPIRES ON Place Seal Here ----------------------------------------------------------------------- FP-6(rev.3/00) ftRMIT ° City or Town CENTERVILLE, . MA DIG SAFE NUMBER Date: 08/15/2013 Permit No.(if applicable) 005735 Start Date: ' In accordance with the provisions of M.G.L.Chapter 148,as provided in Section al0A application is hereby made to Platinum Fire Protection and Services (Fill name of person,firm or coiporation) For permission to add and relocate heads in a tenant fit out in accordance with NFPA , 13 at 1555 Route 132, Centervil .e (New York``Life) ' Restrictions are as stated above. at , , 1555 ROUTE 1.32/CENTERVILLE,MA 02632 FeePaid$25.00 Check#/Cash -167 i 1permWV111ex on: 08/31/2013, N _ 3 Sig nature of official granting permit Title Fire Prevention Officer This permit must be eolirspieu®usly post upon the premises PAUL F. PADUA ASSOCIATES Consulting Engineers P.O. Box 1226 MIDDLEBORO, MA 02346 DATE JOB NO. (508) 946-2127 ATTENTION FAX (508) 947= '8 5� TO RE: zaey MA WE ARE SENDING YOU ached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ��1 COPIES DATE NO. DESCRIPTION L ei v � 0 "A :X9 Ln �3 s THESE ARE TRANSMITTED as checked below: ;"F®r pproval ❑ Approved as submitted ElResubmit opies for epprovMour use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: If enclosures are not as noted,kindly notify us at once. Final.Construction Control Document 8 _ To be submitted at completion of construction by c� . Registered Design.Professional a for work per the 8h edition of the DO. Massachusetts State Building Code, 780 CMR, Section 107.6. 5.1 Project Title: Lakeside Commons Date: 7/1/13 Permit No. P-- rn Property Address: 1555 Rte 132, Barnstable, MA Project: Check(x)one or both as applicab le: .✓ New construction Existing Construction Project description: Core of the HVAC systems for an office building I , Paul F. Padua MA Registration Number: 20856 Expiration date: 6/30/14 ,am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: _Entire Project Architectural _ Structural `� Mechanical Fire Protection Electrical Other: for the above named project. I certify that 1,or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis to determine that the work proceeded in Accordance with the requirements of 780 CMR and the design documents prepared by me and approved as part of the building permit and that I or my designee: 1. Have reviewed, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the.requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the - construction documents and this code.- ,. ��P�jH 0f Enter in the space to the right a"wet"or y PAU electronic si ature and seal: X EDE G � � FRRICK PADUA in No.20856 Phone number: (508) 946-2127 oNAL EN�x mail: pfpadua@aol.com Building Official Use Only Buildiig-UffidwName; Permit�lo.:'Bp- - Date: 7/1/13 Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Trial Version 40092012 Final Construction Control Document u To be submitted at completion of construction by a d Registered Design Professional h for work per the 8a'edition of the O YO+ 5 Massachusetts State Building Code, 780 CMR, Section 107.6.4 Project Title: Lakeside Commons Date:6/17/2013 Permit No. Property Address: 1555& 1575 iyanough Road(Rt. 132) Hyannis,MA Project: Check(k)one or both as applicable: X New construction Existing Construction Project description: New office building+/-18,300 GSF; Core& Shell Only; Tenant Fit-up work by others I Kurt E.Raber MA Registration Number: 10563 Expiration date: 8/31/2013 ,am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': Entire Project X Architectural Structural Mechanical Fire Protection Electrical Other: for the above named project. I certify that 1,or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis to determine that the work proceeded in accordance with the requirements of 780 CMR and the design documents prepared by me and approved as part of the building permit and that I or my designee: 1. Have reviewed,for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Enter in the space to the right a"wet"or electronic signature and seal: o �Plo. 10563 - BARNSTABLE, MASS. q� 14 OF phP`'a' Phone number: 508-362-8382 Email: kurtraber@capearchitects.com Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Trial Version 10 09 2012 Final Construction Control Document N To be submitted at completion of construction by a Registered Design Professional a� for work per the 8th edition of the gY Massachusetts State Building Code, 780 CMR, Section 107.6.4 Project Title: Lakeside Commons Date:6/17/2013 Permit No. Property Address: 1555& 1575 iyanough Road(Rt. 132) Hyannis,MA Project: Check(x)one or both as applicable: X New construction Existing Construction Project description: New office building+/- 18,300 GSF; Core& Shell Only; Tenant Fit-up work by others I Kurt E.Raber MA Registration Number: 10563 Expiration date: 8/31/2013 ,am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': Entire Project X Architectural Structural Mechanical Fire Protection Electrical Other: for the above named project. I certify that I,or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis to determine that the work proceeded in accordance with the requirements of 780 CMR and the design documents prepared by me and approved as part of the building permit and that I or my designee: 1. Have reviewed,for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Enter in the space to the right a"wet"or No. 10563 to- 1 electronic signature and seal: BARNSTABLE, ar MASS. 4�TN OF MP�P Phone number: 508-362-8382 Email: kurtraber@capearchitects.com Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Trial Version 10 09 2012 r— f ❑ ❑ ❑ ❑ BROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, INC. 17 June 2013 Jeffrey Lauzon Building Inspector Town of Barnstable 200 Main St. o Hyannis, MA 02601 o RE: Work Deleted from Plan at 1555 & 1575 lyannough Rd. (Rte. 132) aka "Lakeside Commons" (( ` t c� Mr. Lauzon, v As you are aware, the original plans called for four (4) pair of doors to separate the open lobby from the surrounding office suite areas. In the recent weeks, the tenant (New York Life) through their Architect requested that the landlord delete those doors and simply provide cased openings. At first I was reluctant to agree to a change for the base building and the "Acella" permit. After reviewing the Code Section 708 — Shaft Enclosures" with the tenant's Architect agree this was indeed allowable. have attached Section 708 and highlighted Exception #11 on page 105. Also enclosed is "Section 1016 — Exit Access Travel Distance and I have highlighted Exception #3. In short, I believe that the Code allows for a two story (max.) building in which one of the exits is allowed to be open. Each end of the new building also has a full enclosed and p 9 Y rated stairwell to provide 50% or more egress through an exit enclosure discharging P 9 9 9 9 directly outdoors. I hope this interpretation meets with your agreement. Please call me to discuss if you have any questions. Best regards, o No. 10563 BARNSTABLE, MASS. ` Kurt E. Rab9�rNOFVA����4� CC: R. Silvia T. Perry A. Dirubbo K. Calder Enc. 3 pages 203 WILLOW STREET,SUITE A PH 508-362-8382 YARMOUTHPORT,MA 02675 WWW.CAPEARCHITECTS.COM FAX 508-362-2828 l :ice` FIRE AND SMOKE°PROTECTION FEATURES 707.5.1 Supporting construction. The supporting con- 707.8 Joints.Joints made in or between fire barriers,and joints struction for afire barrier shall be protected to afford the made at the intersection of fire barriers with underside of the required fire-resistance rating of the fire barrier supported. floor or roof sheathing,slab or deck above,shall comply with Hollow vertical spaces within a fire barrier shall be Section 714. fireblocked in accordance with Section 717.2 at every floor level. 707.9 Ducts and air transfer openings.Penetrations in afire barrier by ducts and air transfer openings shall comply with Exceptions: Section 716. 1. The maximum required fire-resistance rating for assemblies supporting fire barriers separating tank storage as provided for in Section 415.6.2.1 shall be 2 hours,but not less than required by Table r SECTION 708 `s 601 for the building construction type. SHAFT ENCLOSURES-- 2. Shaft enclosures shall be permitted to terminate at 708.1 General. The provisions of this section shall apply to a top enclosure complying with Section 708.12. shafts required to protect openings and penetrations through 3. Supporting construction for. 1-hour fire barriers floor/ceiling and roof/ceiling assemblies. Shaft enclosures required by Table 508.2.5 in buildings of Type shall be constructed as fire barriers in accordance with Section IIB,111B and VB construction is not required to be 707 or horizontal assemblies in accordance with Section 712, fire-resistance rated unless required by other sec- or both. lions of this code. 708.2 Shaft enclosure required. Openings through a 707.6 Openings.Openings in afire barrier shall be protected floor/ceiling assembly shall be protected by a shaft enclosure in accordance with Section 715.Openings shall be limited to a complying with this section. maximum aggregate width of 25 percent of the length of the- Exceptions: wall, and the maximum area of any single opening shall not exceed 156 square feet (15 m2). Openings in exit enclosures 1. A shaft enclosure is not required for openings totally -and exit.passageways shall also comply with Sections 1022.3 within an individual residential dwelling unit and Eand 1023.5,respectively. connecting four stories or less. " Exceptions: 2. A shaft enclosure is not required in a building 1. Openings shall not be limited to 156 square feet(15 equipped throughout with an automatic sprinkler sys- m2) where adjoining floor areas are equipped tem in accordance with Section 903.3.1.1 for an esca- throughout with an automatic sprinkler system in lator opening or stairway that is not a portion of the accordance with Section 903.3:1.1. means of egress protected according to Item 2.1 or 2.2. 2. Openings shall not be limited to 156 square feet(15 m2)or an aggregate width of 25 percent of the length . 2.1. Where the area of the floor opening between of the wall where the opening protective is afire door stories does not exceed twice the horizontal serving an exit enclosure. projected area of the escalator or stairway and the opening is protected by a draft curtain and 3. Openings shall not be limited to 156 square feet(15 closely spaced sprinklers in accordance with m2)or an aggregate width of 25 percent of the length - NFPA 13.In other than Groups B and M,this of the wall where the opening protective has been application is limited to openings that do not tested in accordance with ASTM E 119 or UL 263 and connect more than four stories. has a minimum fire-resistance rating not less than the fire-resistance rating of the wall. 2.2. Where the opening is protected by approved power-operated automatic shutters at every 4. Fire window assemblies permitted in atrium separa- penetrated floor. The shutters shall be of tion walls shall not be limited to a maximum aggre- noncombustible construction and have a gate width of 25 percent of the length of the wall. fire-resistance rating of not less than 1.5 5. Openings shall not be limited to 156 square feet(15 hours.The shutter shall be so constructed as to m2)or an aggregate width of 25 percent of the length close immediately upon the actuation of a of the wall where the opening protective is afire door smoke detector installed in accordance with assembly in afire barrier separating an exit enclosure Section 907.3 and shall completely shut off from an exit passageway in accordance with Section the well opening.Escalators shall cease oper- 1022.2.1. ation when the shutter begins to close. The 707.7 Penetrations.Penetrations of fire barriers shall comply shutter shall operate at a speed of not more with Section 713. than 30 feet per minute(152.4 mm/s)and shall be equipped with a sensitive leading edge to 707.7.1 Prohibited penetrations.Penetrations into an-exit arrest its progress where in contact with any 'r enclosure or an exit passageway shall be allowed only when obstacle, and to continue its progress on re- permitted by Section 1022.4 or 1023.6,respectively. lease therefrom. f 104 2009 INTERNATIONAL BUILDING CODE® FIRE AND SMOKE PROTECTION FEATURES } t 3. A shaft enclosure is not required for penetrations by supply duct systems when such duct system is con- pipe,tube,conduit,wire,cable and vents protected tained within and serves only the parking garage. in accordance with Section 713.4. 16. Where permitted by other sections of this code. 4. A shaft enclosure is not required for penetrations by 708.3 Materials.The shaft enclosure shall be of materials per- ducts protected in accordance with Section 716.6. Grease ducts shall be protected in accordance with matted by the building type of construction. the International Mechanical Code. 708.4 Fire-resistance rating. Shaft enclosures shall have a 5. In other than Group H occupancies, a shaft enclo- fire-resistance rating of not less than 2 hours where connecting sure is not required for floor openings complying four stories or more,and not less than 1 hour where connecting with the provisions for atriums in Section 404. less than four stories.The number of stories connected by the shaft enclosure shall include any basements but not any mezza- 6. A shaft enclosure is not required for approved nines. Shaft enclosures shall have a fire-resistance rating not masonrychimneys where annular space is le than e Y P less the floor assemblypenetrated,but need not exceed 2 fireblocked at each floor level in accordance with hours.Shaft enclosures shall meet the requirements of Section Section 717.2.5. 703.2.1. 7. In other than Groups I-2 and I-3,a shaft enclosure is 708.5 Continuity.Shaft enclosures shall be constructed as fire not required for a floor opening or an air transfer barriers in accordance with Section 707 or horizontal assem- opening that complies with the following: blies constructed in accordance with Section 112,or both,and 7.1. Does not connect more than two stories. shall have continuity in accordance with Section 707.5 for fire barriers or Section 712.4 for horizontal assemblies as applica- 7.2. Is not part of the required means of egress sys- ble. tem. 7.3. Is not concealed within the construction of a 708.6 Exterior walls.Where exterior walls serve as a part of a required shaft enclosure, such walls shall comply with the wall or a floor/ceiling assembly. requirements of Section 705 for exterior walls and the 7.4. Is not open to a corridor in Group I and R oc- fire-resistance-rated enclosure requirements shall not apply. cupancies. l Exception: Exterior walls required to be fire-resistance 7.5. Is not open to a corridor on nonsprinklered rated in accordance with Section 1019.2 for exterior egress floors in any occupancy. balconies, Section 1022.6 for exit enclosures and Section 7.6. Is separated from floor openings and air trans- 1026.6 for exterior exit ramps and stairways. fer openings serving other floors by construc- 708.7 Openings. Openings in a shaft enclosure shall be pro- tion conforming to required shaft enclosures. tected in accordance with Section 715 as required for fire barri- 7.7. Is limited to the same smoke compartment. ers. Doors shall be self- or automatic-closing by smoke detection in accordance with Section 715.4.8.3. 8. A shaft enclosure is not required for automobile ramps in open and enclosed parking garages con- 708.7.1 Prohibited openings. Openings other than those structed in accordance with Sections 406.3 and necessary for the purpose of the shaft shall not be permitted 406.4,respectively. in shaft enclosures. 9. A shaft enclosure is not required for floor openings 708.8 Penetrations.Penetrations in a shaft enclosure shall be between a mezzanine and the floor below. protected in accordance with Section 713 as required for fire 10. A shaft enclosure is not required for joints protected barriers. q J P � by a fire-resistant joint system in accordance with 708.8.1 Prohibited penetrations.Penetrations other than ec • 71 those necessary for the purpose of the shaft shall not be per- 1 r floor ope gs enclosure eat d by_unenclosed stairs oro rWd oamps in, matted in shaft enclosures. 708.9 Joints.Joints in a shaft enclosure shall comply with Sec- (acco _c'e with Exception 3 or 4 in Section 1016.1. _ tion 714. 12. Floor openings pro ecte y floor fire doors in 708.10 Ducts and air transfer openings. Penetrations of a accordance with Section 712.8. shaft enclosure by ducts and air_transfer openings shall comply 13. In Group I-3 occupancies, a shaft enclosure is not with Section 716. required for floor openings in accordance with Sec- 708.11 Enclosure at the bottom.Shafts that do not extend to lion 408.5. the bottom of the building or structure shall comply with one of 14. A shaft enclosure is not required for elevator the following: hoistways in open or enclosed parking garages that 1. They shall be enclosed at the lowest level with construc- serve only the parking garage. lion of the same fire-resistance rating as the lowest floor 15. In open or.enclosed parking garages a shaft enclo- through which the shaft passes,but not less than the rat- sure is not required to enclose mechanical exhaust or ing required for the shaft enclosure. 2009 INTERNATIONAL BUILDING CODE® 105 L MEANS OF EGRESS 3. Stairways required by this subsection need not be TABLE 1016.1 enclosed. EXIT ACCESS TRAVEL DISTANCES 4. Stairways with aminimumwidth of 22 inches 559 WITHOUT SPRINKLER WITH SPRINKLER y ( � SYSTEM SYSTEM mm),ladders or spiral stairs are permitted in the OCCUPANCY. (feet) (feet) means of egress. A,E,F-1,M,R,S-1 200 250b 5. A second means of egress is not required from these I-1 Not Permitted 250` areas where a means of escape to a floor or to a roof is provided.Ladders, alternating tread devices or B 200 300` spiral stairs are permitted in the means of escape. F-2,S-2,U 300 400` 6. Ladders are permitted in the means of egress. H-1. Not Permitted 75` H-2 Not Permitted 100` r SECTION 1016 _ H-3 Not Permitted. 150` EXIT ACCESS TRAVEL DISTANCE? H-4 Not Permitted 175` 1016.1 Travel distance limitations.Exits shall be so located H-5 Not Permitted 200` on each story such that the maximum length of exit access I travel, measured from the most remote point within a story I-2,I-3,I-4 Not Permitted 200` along the natural and unobstructed path of egress travel to an For SI: 1 foot=304.8 mm. exterior exit door at the level of exit discharge,an entrance to a a. See the following sections for modifications to exit access travel distance vertical exit enclosure,an exitpassageway,a horizontal exit,an requirements: exterior exit stairway or an exterior exit ramp,shall not exceed Section 402.4:For the distance limitation in malls. Section 404.9:For the distance limitation through an atrium space. the distances given In Table 1016.1. Section 407.4:For the distance limitation in Group I-2. Exceptions• Sections 408.6.1 and 408.8.1:For the distance limitations in Group I-3. Section 411.4:For the distance limitation in special amusementbuildings. 1. Travel distance in open parking garages is permitted Section 1014.2.2:For the distance limitation in Group I-2 hospital suites. to be measured to the closest riser of Open exit stair- Section 1015.4:For the distance limitation in refrigeration machinery rooms. ways. Section 1015.5:Forthedistance limitation in refrigerated rooms andspaces. / 2. In outdoor facilities with open'exit access compo- Section 1021.2:For buildings with one exit. nents and open exterior exit stairways or exit ramps, Section 1028.7:For increased limitation in assembly seating. Section 1028.7:For increased limitation for assembly open-air seating. a travel distance is permitted to be measured to the cloy- Section 3103.4:For temporary structures. ' est riser of it ay or closest slope of the Section 3104.9:For pedestrian walkways. exlte'r . b. Buildings equipped throughout with an automatic sprinkler system in accor- dance with Section 903.3.1.1 or 903.3.1.2.See Section 903 for occupancies r In than occupancy Groups H and I, the exat where automatic sprinkler systems are permitted in accordance with Section 'access travel distance to a maximum of 50 percent of _ _f 903.3.1.2. the exits is permitted to be measured from the most c. Buildings equipped throughout with an automatic sprinkler system in accor- dance with Section 903.3.1.1. remote point within a building to an-exit using unen-, /v closed exit access stairways or ramps when connect! 1016.2 Exterior egress balcony increase. Travel distances _.ing a maximum of two stories. The two connected specified in Section 1016.1 shall be increased up to an additional —stones shall be provided with.at least two means,__bf3 100 feet(30 480 mm)provided the last portion of the exit access egress.Such interconnected stories shall not be open leading to the exit occurs on an exterior egress balcony con- •to other tones;. structed in accordance with Section 1019. The length of such 4. In other th pancy oups H and I,exit access balcony shall not be less than the amount of the increase taken. travel distance is permitted to be measured from the most remote point within a building to an exit using SECTION 1017 unenclosed exit access stairways or ramps in the first AISLES and second stories above grade plane in buildings equipped throughout with an automatic sprinkler sys- 1017.1 General.Aisles serving as aportion of the exit access in tem in accordance with Section 903.3.1.1. The first the means of egress system shall comply with the requirements and second stories above grade plane shall be pro- of this section.Aisles shall be provided from all occupied por- vided with at least two means of egress. Such inter- tions of the exit access which contain seats,tables,furnishings, connected stories shall not be open to other stories. displays and similar fixtures or equipment. Aisles serving Where applicable,travel distance on unenclosed exit access assembly areas shall comply with Section 1028.Aisles serving stairways or ramps and on connecting stories shall also be reviewing stands,grandstands and bleachers shall also comply included in the travel distance measurement.The measurement with Section 1028.The required width of aisles shall be unob- along stairways shall be made on a plane parallel and tangent to structed. the stair tread nosings in the center of the stairway. Exception:Doors complying with Section 1005.2. 240 2009 INTERNATIONAL BUILDING CODE® TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION M � Parcel D A lication #�D Health Division DWls_30016 Conservation Division Application Fe 3 Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address / 5-5,S' 1 y4 MND U 6 N P—o ADIF ' Villagerz-v`L 1, Owner .5/'-''A i troy- Address T. 0 - 13a b ; 6�7�a v;La,M (Telephone 50 3 -�#1r� ' 4I X Q�6 - _'Per it Request PAL �&m $ a u r Square feet: 1 st floor: existing proposed 2nd floor: existing propc;,% otald�ew �y Zoning District Flood Plain Groundwater Overlay : ` DOW Project Valuation Construction Type Lot Size I Grandfathered: ❑Yes ❑ No If yes, attach supporting docMentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count I Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other E Central'Air: ❑Yes ❑ No - Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION /(bM (BUILDER OR HOMEOWNER)pName ®�rs►t X1 Telephone Number C��7 71 q'77,1 j �j Address 86 � D b �J� ° License # Al A 6 5' 99 Home Improvement Contractor# Worker's Compensation # D!G a 3 6 33P4 i 7 313 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO EA"01,1' /1 ', /24/9 SIGNATURE DATE -011/2-11 FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FRAME ;INSULATION,_ri, FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL r ` FINAL.BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. N-27-2013 THU 09: 12 Commodore Builders FAX. 6179658354 P. 001 I Commodore 4i odders FAX: 508-790-6230 Attention: Sally 27 June 2013 c Town of Barnstable Building Division To whom it may concern: Jeff Carpine is an employee of Commodore Builders. Siry, TE /Chief Operating Officer 1r: I 80 Bridge Street • Newton MA. 02458 . T:617-614-3500 . F:617-965-8354 . www.commodarehuilders.com °FEE ra„y Town of Barnstable ti ° Regulatory Services MASS.IEg Thomas F.Geiler,Director °rEo;pr& Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, — v' ' as Owner of the subject l property hereby authorize C-t 0'4 ntt1 �;U���d'�6' to act on my behalf, in.all matters relative to:work authorized by this building permit. �wgg qoa ,`�Z�.���-,C�y (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. V ` Signature of Owner a , e of Applicant Print Name Print Name Date Q:FORMS:OWNERPEFMISSIONPOOLS 6/2012 Town of Barnstable Regulatory Services Thomas F.Geiler,Director 1639. 1% Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINMON OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building pgrmit_(Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\QRE6ZUBN\EXPRESS.doc Revised 053012 Town of Barnstable Regulatory Services Baxrrht sa i e. • Thomas F.Geiler,Director �Eo;9.,p � Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 e. NOTICE TO THE BUILDING DIVISION OF CHANGE OF CONSTRUCTION SUPERVISOR owner of property located at ,hereby certify that .Uo u A LQ is no longer Construction Supervisor listed on the application for the project under construction as authorized by building permit# -lJ/34a , issued on s 20/0 I understand that the project under construction must cease until a successor licensed Construction Supervisor, is submitted on the records of the Building Division. c>\o�, e). v;,vt-L ol PROPERTY OWNER DATE q/forms/newcontrowner reference R-5 780 CMR rev:11211 1 Y _ �Lastiachusetts - Depar-mient of Public Sat'etN Board of Building Regulations and Standards Construction Supervisor Licensee License: CS 88350 JEFFREf J CARPINE r rt 111 HOWARD ST + '` ROCKLAND, MA 02370 J" �y Expiration: 10/10/2013 ('ununisiuncr Tr#: 606-9 U� _CTIM415 lawn of Barust2hle- Regulatory Services KAS& �` Thomas F.. Geller, Director 1639 �0 Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 0260t" www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF LICENSED CONSTRUCTION SUPERVISOR ASSUMPTION OF RESPONSIBILITY. Construction Supervisor License # CS 2383 , hereby certify that I have assumed responsibility for the project under 2pt3oZ 866 construction, as authorized by building permit# , issued to (property address) j 4 l y4AI raX-j> on ✓r`Ci , 201/3. The following documents are attached.: copy of my Massachusetts State Construction Supervisor's license or Homeowner's License Exemption form (if applicable) . copy of my Home Improvement Contractor registration (if applicable) Commonwealth of Massachusetts Workers' Compensation Insurance Affidavit. Road Bond (if applicable) IC SE HOLDER DATE q/forms/newcontrb rev:]10410 , 1. CERTIFICATE OF LIABILITY INSURANCE w DAT D/YYY1� 12/31/2012012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsemen s. PRODUCER CONTACT NAME: USI Ins Sery of MA, Inc PHONE FAX P O Box 920444 W% A/c No: Needham MA 02492 ADDRESS: INSURER 3 AFFORDING COVERAGE NAIC N INSURER A: e jCompany INSURED COMMOBUI INSURER B: Commodore Builders Corp. INSURERC 80 Bridge Street INSURER D: Newton MA 02458 INSURER E: INSURER F: ' COVERAGES CERTIFICATE NUMBER:893172608 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF•ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE S POLICY EFF POLICY EXP LTR INSR WVD POLICY NUMBER MM/DDfYYYY) (MMIDDfYYYYI LIMITS A GENERAL LIABILITY Y Y DTC0633M4748PHX13 /1/2013 /1/2014 EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE To RENTED PREMISES Ea occurrence $300,000 CLAIMS-MADE a OCCUR , MED EXP Any one person $5,000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY X PRO- LOC $ A AUTOMOBILE LIABILITY Y 8102132X25000F13 /1/2013 H/2014 Ea accident $1000000 ANY AUTO y BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Par accident) $ X IX NON-OWNED PRe HIRED AUTOS OPPEERd nDAMAGE $ AUTOS A X UMBRELLA LIAB X OCCUR YY DTSUMCUP2132X262TIL13 /1/2013 /1/2014 EACH OCCURRENCE $5,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $5,000,000 DED X I RETENTION$10 000 $ A WORKERS COMPENSATION y DTOUB633M717313 /112013 /1/2014 X WCSTATU- OTH- AND EMPLOYERS'LIABILrrY Y/N rER ANY PROPRIETOR/PARTNER/EXECUTfVE E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1 000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space Is required) The following are listed as additional insureds as respects General Liability where required by written contract Sample Certificate of Insurance for Workers Compensation Permits CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Commodore Builders ACCORDANCE WITH THE POLICY PROVISIONS. 80 Bridge Street Newton MA 02458 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD " 1 i The Commonwealth of.tVlassachusetts j Department of Industrial Accidents Office of Investigations 600 Washington Street !' Boston,MA 02111 www.mass gov/dia Workers' Compensations Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Commodore Builders Name(Business/Organization/fndividual): 80 Bridge Street Address: Newton, MA 02458 617-614-3500 City/State/Zip: Phone ff.- Are you an employer?Check the appropriate box: Type of project(required): 1.9 I am a employer with SO f" 4. ❑ 1 am a general contractor and I 6, M New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑-I am a sole proprietor or partner- listed on the attached sheet.t 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. [] Demolition working for me in any capacity. workers' comp.insurance. g, ❑Building addition [No workers'comp.insurance 5. ❑ We are a corporation and its -. required.] officers have exercised their i0❑Electrical repairs of additions 3.❑ I am a homeowner doing all work right of exemption per MGL 1 I.[] Plumbing repairs or additions myself[No workers'camp. o.152,§1(4),and we have no 12.Q Roof repairs insurance required.]t employees.[No workers' 13.[] Other pomp.insurance required.) *Airy applicant that cbwb box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they ara doing all work opd then hire onts fide.contractors must submit anew affidavit indicating such. #Contractors that check this box moat attached an additional sheet showing the name of the subcontractors and their workers'comp.policy information. lam an employer that is providing workers'compensaton insurance for my employees. Below is the poitcy and job site information. USI Insurance of MA Insurance Company Name: DTOUB633M717313 01/01/2014 Policy 6 or Self-ins.Lic.#: Expiration Date:- Job Site Address 51 v I A t" ®V A-D City/State/Zip: ' V��''" r Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Fallure to secure coverage as required under Section 25A of MGL e.152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORD ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby c fy under d ains and penalises of perjury that the information provided above is true and correct Si afire: cr-� Date U �3 Offtcial use only. Do not write in this area,to be completed by city or town octal. City or Town: Permit/License# Issuing Authority(circle one): ~ 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 3.Plumbing Inspector 6.Other Contact Person: Phone M. Parcel Detail Page 1 of 7 b '6Ati245TAIi1-�, s �tA55, Logged In As: Parcel Detail Thursday, June 27 2013 Parcel Lookup Parcel Info Parcel'253 016 Developer LOT 2A ID Lot -..._. - Pri - - Location 1555 IYANNOUGH ROAD/RTE132 154 Frontage Sec Road Frontage I -- - - Fire - Village'CENTERVILLE I District C-O-MM Town sewer exists at this Road -- address No I Index • Mom: Interactive 9, Map IMF Owner Info . . ........... - ......... ......... ......... ......... - -.. Owner ISILVIA, FLOYD J TR Owner'SIXTY NORTH STREET REALTY TRUST Streetl I P O BOX 430 Street2 l Clt �OSTERVILLE y -1 State 4M Zip j02655 Country jZMultiple Oww hip Info -j % Owner Name Co-Owner Address SILVIA, SIXTY NORTH P O BOX 430, OSTERVILLE 55 FLOYD J TR STREET REALTY MA 02655 TRUST �" ROSE 1-284A MAIN-STREET;P-O—, 45- CAPEWAY— - BOX 430, OSTERVILLE MA�; —11-C _--�r 02655 Land Info Acres 12.43 j Use Over 8 Uni MDL-01 ( Zoning;SPLIT RD 1,H6 I Nghbd 10115 Topography[-- opography Road' Utilities Location Construction Info http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=18870 6/27/2013 The Commonwealth of Massachusetts William Francis Galvin- Public Browse and Search Page 1 of 2 Yzf The Commonwealth of Massachusetts ' William Francis Galvin Secretary of the Commonwealth,Corporations Division t � .. One Ashburton Place, 17th floor Boston,MA 02108-1512 Telephone: (617)727-9640 ROSE CAPEWAY, LLC Summary Screen ID Help with this form 7,z Request a Certlflcate x The exact name of the Domestic Limited Liability Company(LLC): ROSE CAPEWAY,LLC Entity Type: Domestic Limited Liabilily Company(LLC) Identification Number: 263776433 Old Federal Employer Identification Number(Old FEIN): 000990104 Date of Organization in Massachusetts: 11/25/2008 The location of its principal office: No. and Street: 1284A MAIN STREET P O BOX 430 City or Town: OSTERVILLE State: MA Zip: 02655 Country:USA If the business entity is organized wholly to do business outside Massachusetts,the location of that office: No. and Street: City or Town: State: Zip: Country:_ The name and address of the Resident Agent: Name: FLOYD J. SILVIA - No. and Street: 1284A MAIN STREET P O BOX 430 City or Town: OSTERVILLE State:MA Zip: 02655 Country: USA The name and business address of each manager: Title Individual Name Address(no PO Box) First,Middle,Last,Suffix Address,City or Town,State,Zip Code MANAGER r ROBERT B KINLIN 140 ICE VALLEY RD OSTERVILLE,MA 02655 USA MANAGER FLOYD J.SILVIA 1284A MAIN STREET OSTERVILLE,MA 02655 USA The name and business address of the person in addition to the manager,who is authorized to execute documents to be filed with the Corporations Division. Title Individual Name Address (no PO Box) First,Middle,Last,Suffix Address,City or Town,State,Zip Code SOC SIGNATORY FLOYD J.SILVIA 1284A MAIN STREET OSTERVILLE,MA 02655 USA SOC SIGNATORY ROBERT B KINLIN 140 ICE VALLEY RD http://corp.sec.state.ma.us/corp/corpsearch/CorpSearchSummary.asp?ReadFromDB=True... 6/27/2013 ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map-- b:1 6 Application #.a ����`' Health-Division Date Issued 5 t� Conservation Division - Application Fee Planning Dept. Permit Fee 1 ,30 dD Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address 1 7S' 1 YA NN0DGII ROA D /R Zr 137- Village CJE—NTL�F Owner SiY'Pr ntoM sr MLIY Tgosr Address 159T !Mwy0t&if XD C.6XXEZ11LLF- AND TZO&TCAPEWAY LLC Telephone .Sta8-4A0 -Daab X to I 1=1nyQ SILVIA Permit Request az T' SEGOub RM P_ (DEPICC 1306I.D• OU 1' CC-1U06, STEL-1, ERA ME: WA us, S v2ar20CCl C.e 1Z B T f Square feet: 1 st floor: existing W80 proposed C) 2nd floor: existing 93%D proposed 0 Total new 16670 Zoning District h Flood Plain C Groundwater Overlay Project Valuation 100,00o, Construction Type Lot Size Grandfathered: ❑Yes%' t$I No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) aVIL01,196- Age of Existing Structure O Historic House: ❑Yes 1d No On Old King's Highway: ❑Yes 11 No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other SLAM Basement Finished Area (sq.ft.) 0 Basement Unfinished Area (sq.ft) 0 Number of Baths: Full: existing 4 new e Half: existing o new 0 Number of Bedrooms: ('? existing Q new Total Room Count (not including baths): existing nnewl¢OMICE First Floor Room Count Heat Type and Fuel: J(Gas ❑Oil ❑ Electric ❑ Other Central Air: '4 Yes ❑ No Fireplaces: Existing New n Existing wood/coal stove: ❑Yes *No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial 4 Yes ❑ No If yes, site plan review # -Current Use O P_-roposed Use nM- C - - , - APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name RONALD J- S)LVI/I Telephone Number S'09 69R6 X 10 6 Address 1 a8f A UAW ST- License # Cs 16q 3A 0s7PZ11LLGr, , ad S" Home Improvement Contractor# 16 l i,a 7 Worker's Compensation # (560y13S*93107/a 13 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO RQU KAJ LAW Fi SIGNATU DATE F - FOR OFFICIAL USE ONLY I APPLICATION# _ DATE ISSUED ~ MAP/PARCEL NO. ADDRESS VILLAGE OWNER, .` DATE OF INSPECTION: ,,--FOUNDATION.: FRAME 'S INSULATION FIREPLACE - ELECTRICAL: ROUGH FINAL - PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING ' C - r DATE CLOSED OUT 4 ASSOCIATION PLAN NO. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations.: ' 600 Washington Street Boston,MA 02111 www.mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): 51t.�'JA St(.UTA LLC,, Address: I;�ql A, HAW S T City/State/Zip:O$T EK111 U_Aff Ng Q�SS Phone#: Ov �,z0 O o12 6 106 Are you an employer?Check the appropriate box: Type of project(required): 1.N I am a employer with (fl 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g, ❑Demolition workingfor me in an capacity. employees and have workers' y p �'• t 9. ❑Building addition [No workers'comp.insurance comp. insurance. 10.El repairs or additions required.] 5. ❑ We are a corporation and its 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §1(4),and we have no employees.[No workers' 13.❑ Other OAF!G�/LZ1 O(I1 comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hue outside contractors must submit a new affidavit indicating such. *Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: 11197'8040 Ui(1)0E-Q)l?ITEKS lit)S -,4 P Policy#or Self-ins.Lic.#: 6,S�D UK5'83/D 76 21_� Expiration Date: 10 hz/ Job Site Address: I SSS" /YANOU6H &A0', Zl" /3a City/State/Zip:C,6VJEW1U_E HA (R 3 a Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,50.0.00 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 violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify e e pains and penalties of perjury that the information provided above is true and correct. Si a Date: rlzl,ZDl3 Phone#: S029 oZO GM6 X 10 Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit(License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: r ACCM& CERTIFICATE OF LIABILITY INSURANCE 5iAi'i2o�3YYY' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER - CONTACT Kathy Silvia The Fair Insurance Agency Inc. PHONE (508)775-3131 AIC No:(508)790-1677 619 Main Street EMAIL kath @thefaira en com ADDRESS: y g cy Suite 7 INSURE S AFFORDING COVERAGE NAIC# Centerville MA 02632 INSURERA:Seneca Insurance Co INSURED INSURERB:Safety Insurance Co. 39454 Silvia & Silvia LLC INSURERC:Hartford Underwriters Ins.-AR 80411 P.O. BOX 430 INSURERD: 1284 Main Street INSURERE: Osterville MA 02655 INSURERF: COVERAGES CERTIFICATE NUMBER:CL135100491 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE R POLICY NUMBER MMI DPOLICY EFF MM/DPOLDI EXP LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 MERCIAL GENERAL LIABILITY AM"S RENTED PREMISES Ea occurrence $ 50,000 A CLAIMS-MADE OCCUR GL3000362 /1/2012 /1/2013 MED EXP(Any one person) $ 5,000 COM PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'LAGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 X POLICY PRO LOC $ AUTOMOBILE LIABILITY _ Ea aBBINEDccid tSINGLE LIMIT 11000,000 B ANY AUTO BODI LY I NJURY(Per person) $ ALL OWNED X SCHEDULED 007908 /1/2012 /1/2013 BODILY INJURY(Per accident) $ AUTOS AUTOS RI HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ IAUTOS * Per accident Underinsured motorist $ 100000 UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE _ AGGREGATE $ DED I I RETENTION$ $ C WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY Y I N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? ❑ N/A (Mandatory in NH) 6S60UB5831076213 /1/2013 /1/2014 E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under ' DESCRIPTION OF OPERATIONS below EL.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space Is required) CERTIFICATE HOLDER CANCELLATION rsilvia@silviaandsilvia.co SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 60 North Street Realty & Rose Capeway LLC 1555 Iyanough Road, Rt 132 Centerville; MA 02632 AUTHORIZED REPRESENTATIVE Jackie Stewart/FAIJS2 ACORD 25(2010105) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025 rgmnnsi m Tho arripi1 n2mn and lnnn am rcniatararl mnrka of Ar 1 n I Town of Barnstable Building Department CUNSTRUCTIQN Ct3NTI2t3L AFFIDAVIT s' Project Name: . Project Location: Building Permit No.: Project.Description: In accordance.evith Section 1166 2.1 of the Massachusetts State Buil:dtng Code,78Q GMR,8�n Editioir Massachusetts Registered ArchitecVEngrneer# 304�'a hereby certify that I have prepared or directly supervised the preparation:of all design plans;corrrputations and specifications concerning: f.= ,ENTIRE PROJECT ARCHITECTURAL : STRUCTURAL MECHANICAL. FIRE PROTECTION ELECTRICAL° OTHER(SPECIFY) For the.above named project and,to'the be1. st of my kngwledge, such plans,computations'and,specifications meet the applicable provisions of the"'Massachusetts l3urldrng°Code 8a,) d.,all acceptable engineering practices and all"applicable laws and ordmarwces for the proposed use and,occupanx.cy.T.further,certi,fy that.l shall perform the"necessary professional services and'be geesent on the construction""site'on a regular and periodic basis to determine that the work is proceeding'in aecordance,with the documents,approved for-the building permit and shah be responsible forth followittg as�speeifed in Section 16 1:0 1. Review,'for conformance to the design,concepf,shop drawings;samples and"other submittals which are submitted by the contractor in accordance with.the:requireiitents•ofthe construction documents. 2. Review and approval of'the.quality control procedures f6ir all.code-required controlled materials. 3., "Be present at intervals:appropriate,to the stage of construction,t o becorrre,generally familiar ' with.the progress"and-qual'iity of the,work and to determine, in_getteral,if the.work is being performed in'A mariner consistent with tie construction,docurrtents. Pursuant to Section 1 16.4, Lshall submit periodically;a progress"report together with pertinent,comments to" the Town of.Barnsta. .,,86i lcl, lnspector.�Upon sat sfactaiy completion of the work,I"sh&.submit a final report as,to the satisfactory corripietimi and readiness of the;project,for occupancy. C,EMIR. ,:� t���t�� � • DATE - e SHE Town of Barnstable . : Regulatory Services t R�RNC1'ARf.R t _ .. n ASS Thomas F.Geiler,Director 1619.� Building Division Tom.Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508=790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, �}=LOY U S ILVIA , as Owner of the subject property hereby authorize TQLA LD S l LV I A to act on my behalf, in all matters relative to work authorized by this building permit I A)A)QuGP tine Q l F, 1-3 2 (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signa e of Owner Signatur o Applicant 7WYIJ 51L.y14 Foly 1L.) SlL,yi A Print Name Print Name i ;20 l 3 . ate Q:FORMS:0WNEUER1&SSI0NP00LS 62012 ' ��ie�pan�irrw�ruaea�i o�C�acfiurtel� Office of Consumer Affairs&Busi ess Regulation. 9OME IMPROVEMENT CONTRACTOR egi.tration: „fbl1 27 Type: xpiration:.,814t2094 Private Corporatic• SILVIA&SILVIA ASSOCIATES INNG fed Ronald Silvia 1284 A MAIN ST. OSTERVILLE,MA 02655 =- Undersecretary 6�w 111lassachusetts- Department of Public. Safety jBoa'rd of Buildin ; Rc rulations and Standards Construction Supervisor License License: CS 16932 * . 'RONALD J; ILVIA ,-44 ICE VALLEY RD AS TERVILLEMA02655 Expiration: 1 1 11 8/201 3 ('onu»issionci Tr#: 7138 PROJEI� NAME: zE ADDRESS: /Jr,J, �,L PERVIM# a4l 3 G PERMIT DATE: La MIP: 3 LARGE-ROLLED PLANS ARE IN. BOA $LOT Data entered in MAPS program on: BY: . 3 . � I .....,.kr� - S v # JC ENGINEERING, Inc. - Civil & Environmental Engineering, - 2854 Cranberry Highway: .` East Wareham, Massachusetts 025.38 Ph. 508-273-0377—Fax 508-273-0367 _ July 10, 2013 w C> - � . Silvia& Silvia a . Attn: Ron Silvia . , P.O. Box 430 —" 1284 Main Street, Bldg.A. Osterville, MA 02655 RE: 1555 Iyannough Road(Route:132), Hyannis; MA Dear Mr. Silvia: On July 10, 2013, a member of this firm performed a site inspection at 1555 Iyannough Road, (Route 132)in Hyannis, Massachusetts,to review the recently,completed construction of the 2- story office building, parking areas, landscaping and site amenities. After review of the completed construction,we feel that the construction is.in substantial conformance with the design plans. Below is a list of some minor changes that differ from.the design plans: • The residential structure at#1515 Iyannough Road;which was to remain, has been. removed and landscaped. • An additional fire lane.was added to the eastern side of the building, which has eliminated one of the parking spaces just south of the 30' x 30'.bumpout: If you have any questions or:comments,please do not hesitate:to contact our office. Sin r ly, John L. Churchi r., PE, PLS� President , JLC/bmb f PROJECT NAME: 0-f�' ADDRESS: PERMIT# — PERMIT DATE: Z� M/P: LARGE ROLLED PLANS ARE IN: BOX SLOT �Z Data entered in MAPS program on: BY: q/wpfiles/forms/archive r uy I U4::Iw i AcELLA Construction Corporation 62 Accord Park Drive Norwett,MA February 8,2013 02061 Tel.(781)681-9240 Scott Teixeira Fax.(781)681-9241 ATCO P.O.Box 9628 Fall River,MA < .� Re: Lakeside Commons C) Cdo%rr Wyaawis,MA Dear Scott Teixeira: ts't Your firm has been selected by ACELLA Construction Corporation to provide constru T related services on the above referenced project. kn M Attached,please find an emailed copy of your contract outlining the complete terms of our agreement. Please print out(2)copies and have an officer of the company sign both subcontract agreements and initial the two(2)attached Schedule Ns, Schedule B's and Schedule C's. Also attached is a W-9 Form,if you have not already done so.for the current year,please complete and return it as well. After signing the two(2)subcontracts,please return both subcontracts to our office for execution by ACELLA Construction Corporation. We will return one(1)fully-executed , agreement to your office. Additionally;please have original,valid Certificates of Insurance, NANUNG ACELLA CONSTRUCTION CORP.,Lakeside Commons as ADDITIONAL INSURED forwarded to us immediately. No work can be performed prior to receipt of your Certi icate of Insurance and sirned subcontract. A CELLA Construction Corporation,emphasizes that all personnel on the project site m ust wear safety helmets. This will he strictly enforcerb No one will be allowed on site without the appropriate safety helmet Congratulations on being selected. We look forward to working with you and your group on this exciting project. Please contact us at any time if we can be of assistance. Sincerely, ACELLA Construction Corporation Anthony Dirubbo enclosure Apr U,9 13 U5: { ACELLA Construction. Corporation Subcontractor Letter of Intent Subcontract Nu m 2011-063=014 Vendor No.: Project: Lakeside Commons Subcontractor: ATCO Lacallon: 1555&1575 lyannougb Road Street Address: P.O.Box 9628 Hyannis.MA City,State,ZIP: Fall River,MA Owner: Silvia&Silvia LLC Contract Name: Scott Teixeira 1284 A Main Street, Usterville,MA Telephone M. 508-916-1604 Owner Re .: Ronald Silvia Facsimile#: Architect: Brown,Lind uist,Fennurxio&Raber Project Completion: ACELLA Project it 2011-063 Contract Date: ni-Feb-13 Item Cost Contract Unit Contract # Code Description Unit Quanti Price _ Amount HVAC LS 1 $57,750.00 $57,750.00 115500 2 HVADesign LS 1 S3,600.00 $3,600.00 3 Electric Heaters LS 4 $400.00 $1,600.00 4 5 6 7 8 9 10 $62,950.00 Total Contract Amount: Scope of Work Includes:. 11 All work in acoordance with the project specifications,drawings and addenda 2 Subcontractor to sign&return Letter of Intent by FAX- 3 All schedule"C"items are agreed to in this letter of intent(attached). 4 See attached Scope Sheet 5 6 7 8 9 Qualifications: 1 Certificates of Insurance must be received by ACELLA Construction Corporation prior to work commencing. 2 All subcontractors ti,their employees must wear safety helmets on all ACELLA Construction Corporation Projects, 3 PLEASE FORWARD ALL REQUIRED SUBMITTALS AT THIS TIME AND A CERTIFICATE OF INSURANCE NAMING ACELLA CONSTRUCTION CORP.,Lakeside Commons as ADDITIONAL INSURED 4 ALL SUBMITTALS WILL BE SUBMITTED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 5 6 AG TO B ACELLA Construction Corporation AGREED TO BY S 'BCONTRACTOR Signature `ignature ri. .� Name&Title '` Name&Title Apr day 10 ubi:,j . Page-of 5 ACELL Construction Corporation 62 Accord Park Drive,Norwell 11A 02061 S ubcontractor Agreement Vendor No: Subcontractor No•. 201 1-063-014 SIJSCON-TRACTOR: ATCO, PROJECT-: Lakeside Cotnmons P.O.Box 9628 LOCATION: 1555&1575 tyenttottg)t Road Fall River,MA Rvannis,MA ATTENTION: Scout Teixeira COST CODE: 15500 TELEP H ONE: 508.916-1604 FACSEHE.E: OWNER OF PROJECT:S i h is&Si h'ia LLC 12.94 A Main Street,Ostcnille,MA SUBCONTRACT PRICE: 62950.00 ARCEQTECT: Brown,Lindquist,Fcnnaccio&Rabcr � CONTRACT DATE: 01-Fe6-13 ACELLA PROJECT#: .2011-063 PROJECT CONITUTION .ARTICLE I_sTATEh1ExT OF WORX The SIIRCOb1L4C0R(which eapressfan drat include all heirs,. c3ot5,adm.nalrators,succ•`sso rs,andess:gn;whatticeont�twrega.msor othnis,it also beingdndcstoad trust thepronoun he,}.im otitis shall apply rothe SUBCONTttAC--1'OR whcdur an individual,joint ventua,btLsmess tmsl, partnership or en pamtian),s'nall pscriele all hoar,nateriait,taeis and equipment,scafthliing,permits,fees and any other item necessary to cu:apkcc the Work described below for the hojee.,and in stria accordance with the provisions ofthe Agreement between the CON7RACTORanc ilia OWNER insofa- all applicable and whk the Conditions(General,Special,Supplcmcnmry)of the Agnacnamt baween the CONIRACTOR and the OWKM for said W ork and the Plans and Specifications and Addenda lamparud by the Architect tort'nc Project,a list or w ins:-,Plans.Specifications,and Addenda is attached hereto as ScheduL•fe,all of which conditions,Plans.Specifcations and Addenda forte a pan of the aptemett between the CONTRACTOR and the O1WGR for said Work and shall be considc=apart ofthis Subconnact ThcCONTRACTOR nndthc SLBCOF7RACTOR agree to be bound by the tetras of said Agrecrosn so:arcs apPlicablctc•this Subwn[mct Adescription ofthis Subeantraa Work is as follows. - I item lCode O—i lion Unit QuantitV unit Price Extension 557.75TI-00 L 15500 IlVAC LS I S57.750.Of1 .. 53.500.00 S3,600.00 Z Da IS t S400RO S1.63(1-m - .3 1EcecrrieHeaters 4 5 6 8 917— so S6'950,00 . 0 coal Conger Amount: Said wcrk to ac performed and prices tha-cto are set out oo:ltc schedule atacbcd bcrcto as Schedule B. No additional•.veal:',to be performed w•dxt'at a wrincn amendment to his agreement. Each moathh•mquicition must be accompam ed by an oriVrak notarimd Waiver of Lim Fo.,m(see attached Waiver Form 1 fer the amount of each Requsion. Failure:n$utmit tbese,aivem will delay psymcnl from dre Owner. ARTICLE 11-T11IE OF COMPLETION The>Acortmao r agrccs,vt iNn 2 calendar days after nit tifrcOLOn by CONTRACTOR to commence perfonnanee o f the Wo.k ant shall then and thereafter continue diligenl:y ic,its performmlu in aecorda=with dre progress schedule.Tune is ofthe cssetca of ttis Contract. The SCBCON RACTOR agrees and understands that the Job Progress Soule is subject to dmnge at the discretion of the CON7ACTOR and the SL'3CONMACTOR agrees an be botmd by such change,wmiving ay cabs Lo dumaees arising iherc,frorn.The SLBCON TRACTOR specific 0y agrees that in order to expedite tee Work the CONTRACTOR may do any or all of the following: (a)P Pay for arterials prep"and ready for delivery to the SUBCONTRACTOR the same a he covered by ball of sakorotherappropriate paper,and - inso a the same for:he hene:u*fall parties concurred.charging 01,casts in connectico.with such payment and insurance against the amount to be paid andcrthk Sutconsact (b)Order:he SUBCONT1iACTOR•.in case progress gTeoter than normal is desired for any reason,is wcsk overtime in which tveatl the amount m be paid Io the SUBCONrTRACTOR tinder this Subcontract shall be ilc cased by(l i the martial addi:io.ud wages a%'or sad above the straight time au.and(1)taxes _ sac iasjrnm applicable n such wales.SUBCONTRACTOR shall not be cntided to ally weiread or profs on aeeoont ofthc additional wages.Owltime shall be uudrorimd only by an orlicer of the CONTRACTOR and strati be prumpdy conftoned in writing in,dre SUBCON7RACTUR.Time sl'fs must be approved by the COFTTRACTOR'S Actborixed Agent a:an:10b0c. - (ej Order the SUBCONTRACTOR-when progress in wmpletioo or tx work is not acing mantainod in keeping with the then existing Job Progtess Schedufiz,or if in the opinion ofthe^ONTRAC792(whose opirioa shall be fin,41h-SUBCO>lR'tCTJR dehys,or i.:rikely to delay.the progress of the Work necessary to complete the job,,in keep n o hg wAh the thetisting lob ITogress Schedule,to work such osptime as may be necessary to catchup ec lap abreast with the general pmgr-ss of the Wofk as pw0ded for in the on existing Job Progress Schedule.rf:he sURCONTRAC70R Luis to campH with any such order gixm to him by:hc COMRACTOR,the CONTRACTOR may fitmult The hbor End:natcias and Work such uacssary o+rnimc for the wco"oftheSJBCONTR.ACT'DRwHhou:terminaingthicSubrnntracL The en_lincost and expense ineumeCaythcuecefsaidovzrtiaicshallbebomeay' / the SUBCONMACTOR. C Apr UV 1:5 Ua:35a - "Page 2 of 5 ARTICLE III-SUBLM"If'RaCrF RICE-AND PAYMENTS urdcated on pnge ofthis cantrctto current fLmdS The CONTRACOR T Shall pay clue SLBCO\TRACTOR for the pecfOmrance oChisTVork thesum l mclt[Peb Pardksge° sab_Od:o additions and deductions!er changes as may be agreed upon.all in aeeordanee w• ACE-LA��men leer«quion on Corporation's form satisfactory to the The SUBCONTRACTOR shall deliver to the CONTRACTOR proon or n]of the Ashhed and Ownx,the ODNMkCTOR will Pay'nicety percent 190ro)a''he C0NrM*%C70R,covering welt done:hat month.Subject to due appro mutael am000t:sfb=which Tune.the CO`-FRAC C`R'xtl'pay one huac cd perecet(100-1 Of the reminirslrn peratt(10';)of the contract amount. . payment vv➢I be made 45 days after requis:ton date or 15 days after paymcal is received by owner-Failure to Sub Dail.s'xh a regnisAion will entitle chefOLVIRACTORto pasty one payment ofany nine=,due until in"t month•the"aiming botancedne will be paidi n Uintle On and a;.ctFtance ofthe project by the CONTRACTOR and the OW'NI•Ro:his rcpc6m:alivc,but in no ev =at earlier than Forty-(ve'(4_']days after completion icn and sworn ents orpaymeel and other of the W'odt cov=Cd by this Subcontract and uppuon presentationffu c cJ 1�phl&cr nnuaallyLagL=d by the pe tikcs�tucreta ttstt m oo:h t giv'T,o Farm.a° he required by Lbe:nn=I its(:. mars under thisSub�volaaeilherwto"yorfopa�tsodthataopaymernshzllbcrnaeltv�tO bennatn.Tian:cofdrixtir_Work or improper ctetafak.- SUBCONTRACTO hum Payment,from the OWNER ti:the CONTRACTOR arc a=dilion prceodeat to«ceifd may be aaathosired.7f'yments by e SUKCOh'IRwCfORRsho4 Oche.-to the first . CONTRACTOR.As a basis upon which parts!payments to the a ,.catOa d b�Ido•n oFhis Stixontrut price sec armng:3 zs to meet the approval of the r�uisitire,for payment,forwal to the CONTRACTOR a comp- a Of is m aria-PRY enco to the SII3CO�TRACTOR and shall - COYTRACTOR Vales mrd unit pricy m this tedebrakdown art solely for the pug[ aRa'BP . notbetake[asabasisfcr jay addilivns or deduct ions 10 the Subcontract Prime The SLBCONTRACTOR w'aRaotS and guaanteea that lid-m all work ruaterials and cqurpnent wvcn:d by n resg and:oa.whetherk,mar vials,or in the Projector not,wil Pass to Inc COATRAC'POR free and clear of all Carts,clams,security interests ail��ditav pcf r,iegahn W o&a the project locati.o or _ equipment covered bya requisition wiahave been acquired by the SUBCONTRACTOR,or by Y b hcscOc fienicttitg mat-"ria6 and equipment.for tar ptojeel.subject to ao agxornt under which an interns therein orme eoeumbmcce tixrton is retainedl Y or Otmvvse hnposed by die SLBCONTRACTOR.'such olber entity. the SUBCONTRACTOR shall,bcforc the strand m am•sucuecdmg mgcaiti:tn,on demand of•.hc CON CONTRACTOR.tubm�lecelpLs and'Or aRl=av] showing that payni m¢have boor.made for labor ar d ma:oriels and on account of all Work coerced in try Prior Asp,¢anon for Paymcat and if requested by the OWNER,cost cevGcauon in a form acceptable to the O1vNElt. . r PQYmcnt afteliur withholding nro"y MN a[ TIC SUBCONTRACTOR accepts,as between the with rc eel to mmpmsation,wages..orRott,ityerrrenntmaat:oor any Work be performed by the . Ame'to this S DRUB coact,cations.FedaaLStale.Munic�aLorothemLse, *F . SUBCONTRACTOR or his employees under the terms ofthis Subcorrtact,and the SLBCCVTRACTOR fmtth r agars to heLi the CONTRACTOR harmless against all such taxes and cont-ibmliens and to comply with all gavernmeral or other rcguLtlions with respect thereto.including filing of all mcons5 ry reportsacdreturns. The SUBCONTMACTOR is msponsblc for and shall Pay direct to the Stare oCMass3:hIc rs for appropriate Govemmctatat Authoriry)all 5:1esaudio- Use Taacs for'nat-ials furnished to this Project by the SUBCONTRACTOR. . ARTICLE I V ANSCRA.NCE . The SUBCONTRACTOR and his SLM SUBCONTRACTORS shall erect and mammit the folow•ing AMranec ov:mge: OLNCOVERAGE fo.1COMPRDIENSTVEGTERALPUBLIC LIABILITY CO\16LVEDSINGLE SI,eD0,0p015z0�.000 LLAf1T.PER PROJECT STAT hIINIMLM (t.)'XORKEWS COMPPJ4SATION 51.0005000 (c,y AUTOMOBILE L1ABILM.COMBINED SINGLE LIMIT (L)AUTOMOBILE NON-OWNLR AND HIR;-I CAR.COMBINED SINGLE L.LMIT R[Q R[D (e.)TTLOSION COLLAPSE All D LnDERGROIIND HAZARDS REQUIRED f:.)COMPLECED OPERa'>-OKS COVERAGE REQUIRED (g.)CON7RACIUALUA3ILITy XcTREQLTRED _ (h.)PROFESSIOAALLIA3ILITY s?,t1oB.Doo.oD (i.)UMB-J LLA LIABILITY POLICY EACHOC"URRL'NCE - Thc SUBCONTR4CfO0.shall comply with all applicable Workers Comamsation laws and o:ne EMP.ay-= Eltendn Acts rcgala_mSthecompcnsatioa of njured workers. required by the sate in which the Project a located. Original ccatifiattes of ms'tancc acatPtabIn m the Controcicr andlor tnc Owner shall befrlcd with rho CO\-TRACTOR PRIOR TO ll-LE COMMENCFATEYCOF ANY WORK ti TTflc PROJECT LOCATION.Thc Certif�ca:es of IasuraneC must name the Contactor and/or the Owncr and Ter any other intac.led part:u�as d6+gnated by t..mee of the the Ow-ter n.lddi[E r OJECInsti-d on a primary bass Oo all Gele-s:l-ivb:lity,Freers(tJsbr'Jh)Liability and Automobile Libilify Policies of.he Subcontractor,th—grunt the duacion of the lhojcct,and shalt wnitut m so ntme those entifics on Iboec pe3cics upon their renewal.for the acdtdanal htee M years aft¢-5 will ' C.atab.A_npletec work br the Owner.The Ceni-Imle of lnsuraoce shall mnlama provenmto the Con racmr.R�ed u:tcer the apPl'teobte poliei wOl rim be eancolled- attract!0-amrndcc..,out«aewcd,until at[cast thirty(30)days arittcn°otieohis been g: - Waiver of Sebrogalloa rights against CONiRPtC70R,OWNER and ARCFIITECT and their agmes,Officers, To the faEcst ca®t permihedby law.SUBCONTRACTOR wecvcs all - crommereialumb:rll=liabd.ty.business directors and anploy'ces:or r-covay of dvnages to the extent these damages are coveted by commerciat general Whitey, auto l®bdiry or vnrkirs cal'xrsatiuc and catp)Dvcrs lifad'ty inFa==maimmi e'd per«quircmcats sated above. ARTICLEV-SAFETY The SUBCONTRACTOR shall be r,,sponeiblc:or initiating,naimaininr and sepervisirtg a0 safety P-mlion;and programs in connection wilh the Work. and agrees to f�rthea abide by cad mforcc rill safey prow-Ens estabfsbed by'he Contactor.Thc SUBCONTRACTOR shall confomr an!comply with all correct Loral.State.and Federal Safely Regulatons,including lee"Federal Oawpalioma)Safety and Health An of l9nlatiocs 7D-aid bTh SUBCOsit eNTRACTOR b requiter. Od•.ies �s�csscdarahts[theCONTRACTOR'ortheSLBCOATRACNRSfai;urcto mmphwitA such tavT and reg to imp!emmt the Community Provisions ofChaper 9410 oflhc Acts of 19E3 of.h:Gememil lays of Massachusc¢s.the sc�a:led"Right to Know'Law effective September 26,a Co The SUBCONTRACTOR is also rcqu,red to implement the provisiors of the Federal OcettPational Safely and Timlih Administration,Na-rardin SL to Communication Standard 23CFR Part I926S9 elective May 23.1988.Ma'-crsl 5atcryODRµsgL.fMaSSACHUSTrrS,0206 L 4llenernicak used�on his.se Dena be labeled be forwarded to the CONTRACTOR'S Main C15cc at 62 ACCORD PARK ORINT, it mccordancc with this standard. If SUBCONTRACTOR is fou^d tic be in viohat.on of any'safety programs established by the CC1N7P-\C=0R the following orrlires its penaBies Lobe paid for each infragion: SUBCONTRACTORS On the jabsrte wW be informod ofthc non complarce and expected to correct itirnmodiately LIRST OFF•'EN54 . letter w0f be sea:to their Corn ptury norSymg the SLTBCOV TW.CTOR ofrhrs more compliance.SUBCONTRACTOR will be requited to conect non enmpliant safely A ce ST 0cif red a fmc of 5.570 ADD ill be asocd far cash violations within a 48 hour period at which limit the site wy:l b:rc-irspectod. in the--vent the viclal:on;base not bcm ccarec v STBCONTRACTORS Employee in one compliance andior for cad ilreiden=of non complmae not corrected and w ill be dedueled from the SUBCONTRACTOR'S Submntr•ct with the CONTRACTOR by ACELLA C°nstmdionCorpamtioms'B&ckchnrgc=o SKCOND OFFENSE= SUBCONTRACTORS on the job site ill be infortticd ofthe:epcal non-compliance and a second Certified Iereruill be sent to their Company notifying the SU-BCONRRACTOR of this repeat olmse.A SIND.00 rune for each SUBCONTRACTORS Employee in non compliance deducted from the SL-BCOYTRACTORS Subcontract with the CONTRACTOR by ACFI I A Construction alterfer ca:h iltcidcmm ofeon compliance win be Corpomlives Back Charge Form. _ . -Apr UV--7 a - ;.Page3oT5 THIRD OFFENSE_ SLIBCONTRACTORSonlhcjobsrtew•llbemfemWdofthethirdrepeatnon-w-Pot—Ce and again,aCcrt'Tadlcocrwdlbe sail to their Co:npaay notifying the SUBCOVTRI1CTOR of this repeat oMnsc.A S25M.00 fmc for c ch SUBCONTRACTOR'S Employee"n ran-mmpliaoeaad/oreachbcidcntcf-.O. mplanccwAbedcdutedfromtheSUBCONIRACTOR'SSubeomraatvilbtheCONTRACTORby.Anew Constmction Corporations'Back dmge Form. FOURTH OFFENSE- Wi hholdngof the SL'BCO-4TRACTOR$piog-ss payment by the COI%7ltACTOR•mtH a site szficty inspeetian cmnfirms that all safewdeficicnties bavc,been corrected and the Safeiv Director is smisfmd that the SUBCONTRACTOR will chrome the safety mgmiremmLs on all m:fre work.I confhmial:Un ofbo:h,the CON RACTOR may terminate the SUBCONTRACTOR. The SUBCONRACTOR shaL.at hs own expmsq preservo and protect fiory btjury sl property and pemoos which may be affected by h'sopemtibns hereunderand shall be fully responsible for all dam39C or expense[o say person or any pmparty arsug Lvm or in pattgUC=ofany Ind mrON651ep ofLhe SUBCO\'TR46C7DR under th.s Agecmem Tac SUBCONTRACTOR thall am his own expense protect work perfaond by i hereunder and the areas when said work is performed with such fights,barrivada,and waming si.—as are ocassary for that purpose o-may be required by the CONTRACTOR.The SUBCONMACTOR shall provide such Police Offucrs,W.tchmen and Ftagmm as may be deemed necessary and shall receive on,additional compensation therefore incept to the cxlcnL That the CON•rR 1C i0R is rcimbursai by flu OWNER-Until final acDcptamcc and approval of Ih-SUBCON"RACTOR'S work by:he COt,-rZACTOR and the Ol6'NER.:he SUBCONTRACTOR sht0 remain fugy respowible Coral damage or inj•xy ti his equipmem mad to said work m materials whether incorporated or not into the wars ARTICLE VI-FEDERAL,STATE AND M LTIICIPAL LATVS Tl:cSL'BCONTR.ACTOR agecs,in the ponfD-mancu of this Subcontrad J=he will corn ply with aLd gm all slipulatiot'5 Dad reprcscatations Fcq%ircd " by applicable Federal,State and N_ttnicipal taws.and ftwher agces to requite such compli ace.representa"as and snpulsmons with respect to any Agec.mmt catered into by the SUBCOT-IRACTJR wide otb:as as maybe required by appL=bk:Federal.Statc and Municipal Laws.This Contract shalt be governed bythe Laws of the Cmmrtlmrtwealtt OfMassachaselas except That the Workmen's Compensation Lou Of the Sime in which the Project i immed shall be applicable. ARTICLE VIl-PATE,N'TS The SUBCONTRACTOR egrecs to irdc—kv arse save ha-mlesc the CONTRACTOR and the OWNER,ram all demands mr claims Df any nature by reasun fthe toe of any patented ioxx 602:ankles Or appliance that has been or may be adopted or used is the con stmelion called for in this Subeomm"' ARTICLE V III-CHANCES _ 7 The CONTRACTOR may,prior to the camplelior,of=Work order in writing a nges in said l5'ock or arc hiorcl Work of a simita-kind.Who.so order:d.the CONIR.ICTOR and the SUBCONTR ACTOR shallI.)agree upon tLevahleoftheWorl:addedoromitted and the amount theMofshallbe added-.a or dedac:cd hcm the Subcontract price.as Iha ease maybe,or(2)the CONTRACTOR may order Line SUBCONTRACTOR to perform addition.( Work on the basis oreost Plus labor a--d Materials. The CONTRACTOR wLl pay the SUBCONTRACTOR as:allows: (1)Actual cost of Labor, (2)Actual cost of awLerott.egwpmcah rcrdA and tnu sportat.on: (1)"r:rniums f-w Insaratcc (e)State and Federal losumaoc and Taxers;exhcuding hearse Taxes) (5)An alwvnnce of(10541 for ovcr.cad on the above: (6)An allowance of(5%)for profit on the aerie: (7)Cost of Sabconmscts: lS)An allowance cf(S%I fnroverhead and profit on Subcontracts: All Work so ordered will have Labor and matemtl slips approved daily by the CONTRACTOR'S Authorized agent at the Jobsitc.The SLBCOF-TRACTOR shall perfonn sue&Work upon receipt DI"Mi-ten n air,it accordance with pmtivons of this Submalract,and shal provide all. necessary back-up documentation as roqucstc%L by the COI.- TRACTOR. ARTICLE VTS-LABOR AND EQUAL EMPLOYMENT OPPORTUNITY The SUBCONTRACTOR will djseDatlmre the employment oo the Wank of any Df its eurplovces who may oe ansalisfaclory to the CON-MACTOR.1.1 connection with the p ttforinar cc ofthc W ark Lmdc r this Snbw:ttraa,the SUBCONTRACTOR agrees nal:o discriminate against env employee orappbrsnt for empbymenl tecsose or roc:.co:or,er-od,neliona l origin age or sex. Tee SUBCONTRACTOR is to comply with all provisions of Presidectial Executne Order No,11246 of S plember 24.1965 as mmended sad furniii all hhformDtion and repots required by thR'Presilenrial E.xecutise Order.The SUBCONTRACTOR is requited to comply with the CON TRACTOR'S.Affhnativc Action Program applicable to this project. - ARI'ICI.EX-INFORMATION AP'D DETAILS All requests far iuformatinn o-details concerning the SUBCONTRACTOR'S Walk most be made through the CONTRACTORS olTrce in writing as far in advance of nequicneou m". ble.The CONTRACTOR shall not consider as bddug.any information or approvals received by the SUDCONTR.SCTORvertaYor direct from the.Arehiccl,owner oranyother third party.Any additional Work performed without twritEn.adhorizatioafrom Acclla Construction Corpoalion will not be ackaDwlcigod. ARTICLE XI-SHOP DRAMING.'S AND SAMPLES . 0 is understood and agreedthat the SU3C N7RACTOR shall submit necessary drawings for the ARCHITECT and the CONTRACTORS appm'ua and - Supply suIIieicnt appro'vcd gran(no meet job rcqui.-erncnts and furnish samples for the ARC H[TECT and the CONTRACTORS apprmaL 3y submiting shop daa,cV and samples.the SUBCONTRACTOR thereby reprtseas that he has determined all measurtmems,Geld constmehom criteria,materials,catalog nnmbers and similtr data,and that he has cheeky'and cmrcbua:ed each shop*awing and sample with the requirements ofthe Work,the Contract " Tlocmrnrntsandcrrstin ,job site eonditions. - ARTICLE nI-TERMS AND CONDITIONS TsI CON'iR ACTOR shall-at dlcetly or indi.ce:ly eo rhal ormanage the SUBCOTTfRACTOR The CONTRACTOR shall na give insmctida or order d:teetly to employees or agents of the SUBCONTRACTOR excam supervisorS with regard to periormaDce. It is undxstocd that contracts wilLbe awarder:by CONTRACTOR aad labor wilbe employed on the Project without diserjminalioi as to whcIl - employoes,agents.suppliers and/or Subeonnacturs of the CONTRACTOR.or any Subcontractor,inchcdi-ig those that may be employed by the OWK R of the I'miecL m e members err non-mcmbets of any lahororeoloctrvc bargair,ingorgan¢atiom D:1d the SUBCONTRACTOR accepts this ConlmcL w'i1h this understanding. There call be na ratan ifegafiom on the pmjeet or any disp m:bems•eah any labor organ vahon and the SUBCON-7R ACTOR.The SUBCONTRACTOR aegrees to employ idiv,duds,agmis,smpphers and Suocontractors who w1M perform the Work uzder this Contact wbether or not other amp loyees or theciatks on the Project arc membcn 0.-no.rmemb¢s ofany Ubmr x eoBeclise borgainirgorg:naation. The SUBCONTRACTOR shall al all times supply a suffhcicnt number o:sWld workers to perform the Norkcon.-cd by this Agreement with promptness aoc diligence.The SUBCONTRACTOR agrees not to participa:e in er permit any aessatin of Work which is the result of any labor depute,regardless of _ wh eLhec sa:d laberdispnte,mvo`-Ts the SUBCONTRACTOR or my other omp:oY=on the Project t r Apr Uy "I:S U53ba ' - - Page oi5 The SUHOONTI ACTOR acknowledges Ilan construction sites arc,by their nature,pore tmlly ho ardous work sits:and therefore,agre,-s to rcake all rergooaik efforts to maintain a safe johsite and fl:rdur agrees not to participate be,aal to permit am"safety related Woe;(Stoppage by it's carp-o)ees ey the enplovees of itg suppliers or snbas nhador..other than these which result from bnoserafly dangerous conditions,whether said safety dispute inveshes the O\4NE1.the CONTRACTOR the SUBCONTRACTOR a:any other corploi er on the Project Shouk there be a oras t stoppage=bed by a strike,picketizT,boy ac of the SUBCON IRACIY RS empbyec w M•a vvhmvry or inch unony cessation of Work by cmplayers of the SUBCONTRACTOR,it's agents,suppliets andro-Subcontactom witch in the sole iadgment of the CONTRACTOR v igca"asc os a h3cy to cause a delay in the progress.areomuuctiofl,Ill=upon t'xealy-four f?4)hours mhlm notice delnered either in hard.by telegram or rcgztenil ontd,the CONTRACTOR shall have the right to declare the SUBCONTRACTOR in default of:his understanding and Agreement and upoc the giving of such notice,the CON"•ItaCTOR-Intl have the right m take such Steps t_c are oemssmy 10 fmish the uncempleled portion of the Work to be performed by the SL'DCOh'IRAC MR,inchtding finishing the wark with its own employees or:hose of anotcr StilecOrtaacter,Ic such even',the _ CONTRACTOR shall have the right 10 2he possession ofand tm all of the SUBCONTRACTOR'S materials,(exclusivc ortaoly)intended for use on the Work.The cost of the completion shall be charged against the SUBCONTRACTOR'S remaining imeresl in the Contract Price.lCthe cost of ih a tomplelieo excrxds the SUBCONTRACTORS remaining mart as the Contract Pace,ticn the SUBCONTRACTOR agrees to pay the CONTRACTOR such excess within thirty(33D)days after ptawaotion of doatmerded wtkten demand forwch eKccm s has been mace open him by the CONTRACTOR ff the SUBCONTRACTOR defaults arneglects to carry out ibe Wortilt in aaodante with the Contract Documents or farts within twenty-four(24)hours idkr rwvpl ol,wrimen notice from the CONTRACTOR to commence mid continue co-.eciion of mch debut of neglect with dligerace Zed Pre m Pt=-,the . CONTRACTOR shall have The right to declare the SUIBCONTRACTOR m default of iris Contract and uwn the giving orsuch notice,the CON-MACTOR shrill have the right to take such ceps as arc ere assary to finish the aocom pined portion of lie Work to be performed by the SUBCONTRACTOR including 5 shirgthe Work with its owe.emp.oyocs or;hose of:nother Subromraetor.In such event.the CO\TRACTOR shall havcthe right Do take passcaiDn of most tine a➢or the SUDCT7NTRACTOR'S materials(exclusive of tools),intended for use an the Work'The cos:ofcompletion shall be charged agaias;the SLBCOTTRACIOWS remaining mtnest in the CDD1meL Prier.(fthe cost of thu cemaletion cx=cds the SUBCONTRACTORS remaining interest it the Contract Price.then the SLBCONTRACIOR agrees to pay the CONTRACTOR su31 excess within Chem;15)days after presentation of documented written dencand forsuch 0tcess as has been trade by the CONTRACTOR. Ell the event ofany incoasiatency between the Provisions of this Article and the Contract Docasecats.the provisions of this Anicle shot pceva:L Any profisionsorthe Cur,tmet Doarmmts with respect:D arbitmtior.or determination of d's=tts by theArdtitat Atbivalcm,orothm,shall naLapPty to this _ Lahkar Chas-- in the event the SUBCON-RACTOR is foand in defav's of this Agreement fcr masons d-^srnbed abo',c,the SUBCONTRACTOR agrees to make all equipment and material orders related to she Project assignable to the CONTRACTOR. The SUBCOh"IRACTOR c.udl include similar language r-at.Agnalencets with his Subeoutactors and suppliers m that inchutal in this A.'lide XI. The SLBCOT.'IRACTOR agrees dal he will mate stmely payments of wages to employees mad or benents to joint.y administered fringe benefit,funds,.if required to do so by a colkuive'Dargaining Agcmrent,and will provide tic COMACTOR with proof that pay ocot of said wagesand fringe ben--fits far all hours worked on this Ptojat has been mars.•,vhca reqacstod to de so by the CONTRACTOR.The SUBCONTRACTOR agrees that in the acot said - .payments have not Seen-avnd.,he will hkeA der CONTRACTOR harmless from any and all jabitily arising oul of the failure to make such payments on a timely 6asi5. ARTICLE hill-GUARANTEES The SUBCONTRACTOR guaamees all Work under this SuLcontract to be in conformance with the Agreement between the OWNER and CONTRACTOR ate against licketive workmamhip.materials,ant ogoiprumt'ora period crone(I y y'carfrem the date cf catnptetion or1he entire Work unless soocifically toted difTercnlly in the specifications,in which cast the spendcaloos shall govern,and further that all materials cad ecagrment—Fished _ under this Sulrmnlrect sbah be new unless otherwise specified.Upon wriltea notice from the CDR7RACTORto the SUB•=ON7RACTOR oCary such defect, the SUBCONTRACTOR w•d!either make he necessay repairs and in the event u.SUBCONTRACTORS failure to do so promptly,the CONTRACTOR will make such repairs,including the Work of others,at the SUBCONTRACTOR'S expense ARTICLE X1 V-CL EANING U P Th:SUDCONTRACTOR shall r-mo-all dcbrL,to the domrster on a nightly'oasis a-td shag as all time:keep the pmmi:ec free from waste naterctLti or rubbish cased by his cmpk yccs,agents or Sub Subcontractor and upon completion o`the Work,the SUBCONTRACTOR.h'Ls employees,agents or SUB SUBCONTRACTORS shall leave Ole premises in a clean and workmanh'te condition.If this pre isioa is no:complied with protrtpthy.the CON'M%CTOIt upon c0icrverrJ orwrittch ratdicadon to th.e SUBCONTRACTOR,will perform the accessary cleaning at the S.UBCONTRACTOR'S expanse. ARTICLE Xy•]NSPECTION A_No APPROVAL Ali workrr.ansbip and materials shall he subject at all tines to the msxctiom and approval ofthe CONITLICTOR,ARCHTTT:CT and OWNER to whom The same shall be made entirely satsfa:torp and where applicable by the day sathofaec mpicsemnuves of all Govc-mmenml Bodies and Agsxies having jurisdiction LbacoE The SUBCONTRACvIT shall proceed to remove from the six or building all materials contemned by kite CONIRACTOIt,whither , woted or amscrked,within. .n. ty four(241 Lours aRc receiving mitten nor:ce Etrm the CONTRACTOR to do so,and to take dewL all portions of the Work which the ARCHITECTor CrD1'ERNSIENTAL ENTITY%ba➢.by kk-Wrimen actxe,conecmo as unsound or improper or as in any way failing to mlliorm m the Plam aid Spesiraatians,replacing same with materials and wcel muk0dil satisfactoy to the ARCHTTC-CT.CONTRACTOR or OWNER-willtcut additonal cspmsm to die CONTRACTOR,ARCI1rMCT or OWNER" . ARTICLE X11-TERMTNATI01v AND CONTRACTOR'S.RIGHT TO DO WORK Shoulc the SUBCONTRACTOR be acjudgcd bankmpt or snake a general smgtlmem for tie beneCl of cmehron.or if a receiver should be appcinted on account of as iasohnkn%or should the SUBCONTRACTOR at may time refuse or rmgl=to supply'a suf iiciem-umber of properh'skslkd workers or suttieicot mat-vials of the propc-gnalhy,or fail m any respect to pao"asule the Workwith promptness and diligence in keeping with the then"Ocmng fob Progrss S,at rioe,ea allowo lien m be fired against the building,a cnuso by any action the stoppage cr Imes-ferenm of the'Noak of other tnades on tbejob, of fail it IS:he opinion oath*CONTRACTOR a the tthe bulk a of ca of the agreements hcmas contained or fail to comply•.viCi any order gam to it by the CONTRACTOR in acre rdanoc with.tic provisions of this Su bcommcl,Like CONTRA shall.6e entiHed to provide—-or tic account of site SLBCON RACTOR and w6oul terminating this Subcontract ally such itaburar materiaLs aiter'+'enfy-fo'.tr I Xi hours retire to,that effect.and to deduct the cast thecf Gun any money liters,doe or to thereafter Lrxamc due,err the CONTRACTOR.at its option at any tine:nay Lrainate this Subeomr=after _ twemy-four(24'hours naic:to that effect,and enter into end take Possession of said premiss am Work,male:rats,too s,a sole opi and fthc equipment and. through itsclforo--hws prmridc labet,cqu.ipmentand matcraL to Pn SCCL=the Wade on such tetras and wnditbrns as in the sole opinion of the CONTRACTOR shall be deemed necessary.and may disctaarge at li:ns without a legal deter rinati on of dseyal:diry thereof,doduc.ing the cost t ercof. including an amount equal he 15°u representing the CCN7RAC70R'S overhead•from env money diem due or to thereafter bavme due to the SUBCONTRACTOR uadcr ibis Subcontract Tfthc CONTRACTOR so tctminales this Scbconuac4 the SUBCONTRACTOR shaI act he entitled to nay ftuther paytnems 7rtder this Subconlrae:u--nil the work cowed by thi Subcontract has been mmpleted and accepted by the ARCHITECT or OWATR and fmal paymcn:lnas been oecivod by tlic CONTRACTOR. In thecvcht that hhc unpaid bata-ace due mceeds the o¢ensc incucrod by the CONTRACTOR.the the C her shall be paid tD ate SUBCONTRACTOR: but if such expense caceeds the balance due,the SLIBCON-IAACTOR agrees LD pay the diffe:enee to the CO?7=RACTOR mmediatthe apcn louse d. The SLiBCOMRACTOR shall bcaratso arty'neAcd costs i—,ned by the CONTRACTOR as a result ofdclays is the progress of the Ti'ork outer hY the d if by telephone ov err lcgapt� SUBCONTRACTOR inchrd.og Liquidated Damages.Notice shall be deemed given when mailed if by Laker.and when colic i Apr vy 1.5d:ota .:pages of 5 ARTICLE\'VI]-LuwS lbe yUBCONTR.ACTOA shall pmteet hs Wo.k and the ba➢diag against my clams;attach mer"M testaitting arders or my 1CW inciuding laborers mahanics,and mBer:.-lmens:ms az¢ing our a F the work Performed undue chi Subcontract which ifestab:ished nilbt corder the CONTRACTOR tiaSle or Obligated to LSc owner or others to discharge the claim or auachns retraining order Far ficn which is ehatgeable to tire SUBCON-rRA—TOR and shall any claim be asserted ar any such a=bracm,resbainiag orde or lien arise ur should a supplier of the SUBCONTRACTO R not be paid by the SL'9C01v-f>LICTOR,the CONTRACTOR may retain for at;he CONTRACTOR'S discretion pay over 10 the suppfieq from any.ayment then or then eatler due an amount sufficient to indemnify completely against the same vvhhout kgd ddetmmation ofthe vandity thereof and should the chin,at'adueen. restraining crder or 5M excc:c:such an mm+unl the SUBCONTRACTOR shall pay to the CONTRACTOR upon demand at additional ator•ies paid by the CON-TRACTOR to discharge completely slid claim,actaevnent.resdaitilgenleror lien.The ST-WOYTRACTOR does hercby agree not to record any lea on his own'xtalf. ARTICLE XVIII-IKDEMNIFIQ%TION - - To the fullest stem permits_ed by law,the SUBCONTRACTOR hereby acknowledges and agrees that it shall indeora.fy.hold barmkss end defend the CONTRACTOR,ONVNER.ARCHrFECT and each of Ihei rspectivc agcoU,affects,dirawr>,mcatbers,employees.atFdsnces,subsidiuia and panoers from and agoicst all caims.damage,bndi llics.interest judgments•settlements,lases acd espeases,(including,but nor lcnited to,m:orrte,.•'s:cost. arisingoaof nrrcvQing from the performance oflhe SUBC01%-IR.\CT0RS Work and/or arising our o'ornsuQmg from any act-omission of the SL'BCONTR ACTOR,its cn plo)`ees.agents or subcontrac:on: ARTICLE XIX-SUB-LETTING Toe SUBCONTRACTOR sla➢not sob-let orassign the Wok covered by this 5ubcovraa or any pardon thereof and shall out hypothecate,pledge or assign any:x};mcats rnaiag disc Mmmdcr withont the Prior written consent ofd:C CONTRACTOR. The SUBCONTRACTOR abrces that be wig be responsible for the Lets and ontissions ofhisSubcontractors and die employees to diesame extent dial he is respnadaL^for the acts and omissions of persons directly emplayetl by Eur. ARTICLE YX-ARBITRATION Ir the contract between Lae CONTRACTOR c.ad the OWNER provides for Arbilraron ordicputes-,me should the CON IRACTOP,and the _ SUBCONTRACTOR fmT to agnc on any question arising under or in connrtion with dl s Subcontract,odter than a question upon which adtrision by the ARCHITECT is to be final.the disPmc upon appf cation by tiherpany shall be decided by arbQaliea is aceordaaao with the Con straearon Industry ArbitrMlon ol'the American Afbicration Association then nbtait:ng.unless the parties mutually apse odsemise.Thisagrcemenl to arbivate shag be Specifics➢y cnfcrocab le under lh:prmsiling arbioation Jaw.The award madded by Jar.arbimttion shall be final and judgment may he en tared upon it in accordance with applicable law in am'xun havingjxtrisdittior.tF.trcoF. Notice o:the demand Far arbivation Mall Se Fled in%tiring with the other party to tte Subcontract and•�i��:the American Arbitmtian Association and a copy shall be filedwvhtheARCHITECT,ifany-Thcdrasnd for arbiastionsh all bcmade wittbi arcasonablcitmcailluthcdaun,disputearohermaitcrin question has arisen,nod in no event shallit be made after;bc date'+'hat instituting crLegal orEquitablePrcceedings based on such claim,disuse or other m=a in qum6on isuuW be barred by the applicable statute of limitations. ARTICLE N_-Q-DTISCELLANEOUS PROVISIONS This Sabtanuacl supersccl and aanulsall prior quotations,correspondencoand ag`ecmuans wnelher verbal o:"Air. Th:SUBCONTRACTOR expressly'acknowledges and agmes dial he is en independent Contactor,and nothing herein contained shall be eonstned to constitute SUBCONTRACTOR or any S:AI SUBCONTRACTORS uncerhim err any of theirresr"liveasemry represcatativeser employees,asatcaPloyee a:t:ae OrF\PR cr Jre CONTRACTOP..This Subcontract shall nor bind na:purport 1.bind the OWNM but may be assigned by the CONTRACTOR:o&..e- OUNER. Tnc SUBCOSTR ACTOR agrees to comply with the OWNEKS roe lotions with rcf.mnce to'is employres eaployed at the buidiig site. ARTICLE)OM-BONDS - If rcquirod in this Ago the SUBCOY3ACfOR wig f=sh a loyn5 Pcrfocrrrantac Doni a lot%.Labor and Material Payment Dnnd and a lien Bond.each in a sum equal to the Concoct Pricc:o Article I herof in faverofthc CONTRACTOR and it a fa:- acceptable to the CONTRACTOR and c i<sued by a Surety sathor'msd to do bcsitas inthe State orthe bcation of the PcojeeL The S UBCONTRACTDRS failure tc deliver satisfa ton Bands within toy(lfll days aBcr Inc signing cf C-iis Contract or on demand may be doe mcd a material brew of:his Coetrw- . ARTICLE=11-PROVISIO-NS REQ UUtED BY LA W This Apee,ncar is intended to ineorpo-ale by mferc=all applicable provision,or law which bylaw are required to be ircorpamled in this Subc—leaCt. ARTICLF XXI V-E.NTTRE CONTRACT This Agraciancnt shall constitute the entirc contract betw=n the panics aid may not be altered or mnende l in my respect ececpl by nihing duly czecutcd - by the parties helUo. ARTICLE 7IXV-SFN'CRAHILrT'V Any artic;c nr,mvisi n ofthis Contra."t•.eh-eh may he craned in viclalioc of law shall nm3fFccr in any moaner the ranaimag pm,hion<n�this ContmcL B:WA"NF.SS WHEREOF,-the parties hereto have executed Lta Agrcaoeot rho day and year•a•ritten and signed hereto. - 4CEL >t coon Corporation ATCO B B Title: tit �%��� Date: I f Apr Uy "IJ W a SCHEM LE'"A" CONTRACT DOCUMENTSV SPECIFICATIONS Vendor No: Project: Lakeside Commons Subcontractor- ATCO Subcontract No: 2011-06M14 Acr= LA Job#: 2011-063 Completion: DRWG# DESCRIPTION DATE SEE ATTACHED DRAWING LOG cella Construction corporation. D A INITIALED BY CONTRACTOR ' ? /! /J ATCO D TED INITIALED BY SUB-CONTRACTOR r - s 8ERNKbrr GOO;D1v ., ALP BHH E:W10kKY DATE:November 14,2012 DIRECT DIAL•. 1617)790.3326 ACSIMILE. TRANSMITTAL, E- °`"it KY "GUP.: CQM F r TO: Thomas Perry, Building Commissioner:.. COMPANY. TO WTI ofBarnstabic a ATTN: Sally FACSIMILGNO: 508-790-6230 TE:LL3PiiONFNO. 508-862-4038 rRoM: Beth E.Widisky TRAN,Mrt.fED W . bew TCirALPACiti5(7N(LUDIN<;cOVFR) 2 CLMN'UMArrExNO ' 38855/1 n ►vtFSSAGF,:. Please see correspondence to follow. Sally.,— - As per our phone conversation;following i� what.I faxed to Mr. Perry`an tile,9`h. In'addition to that request, wuld you look for any building permits pulled lbr 1555 laynough and 1575 . lyano'ugh;Barnstable. T14ANK YOU! -Beth 5g2603 v2/38855/1 M1• The information cuntalried in this facsimile message is privileged and contidcntihl:intended only for, the use or the indw►duulanfltned above and othon;who have been specifically authorized to receive 125 suMMER STREET such: If the recipient is not the intended recipient,You ��ohibttcJ hereby notified h�vpaicceived tisson ` distribution Of cnpying of this communication is strictly p Y 6051oN.MA o21to-1621 communication in error,or if mtyproblcme occur with trausmissloo,please notify.u.imnrcdiatcly by. _bi7.79o.300o t phonral6L7.790 30M. Thank you: 617390-3300 F IRS Circular 230 Disclosure:.Pursuant W applicable U.S,Treasury rcgtdutions,w�must adw.re:you IRS this communication is not written ur into to be used,and cannut.bc used,by n-rcciPient f°r WWW 6G•�.that COM p p laws. Voidingentdtics that muy be,nnp,"d on the rcui icnt under,thc.U.S:fcdcnrl,tax 2XT 'd 0E2906L80ST60S#: l NUW0009 _dd0>INZ188:W0,+_ 20:9T'2T02-bZ-n . .BERNK.OPF GO0DMAN LLP November 9, 2012 6ETH E-WIUISKY jDIRECT DIAL: (61/1790-3M i /� 7�1 _ . VIA TAX. 508-790-6230 E-MA11: (fWIDIsKYr,,BGLLP.COM I ' Thomas Perry Building Commissioner Town of Barnstable 200 Main Street Hyannis,MA 02601 Re: Silvia& Silvia LLC_ Silvia and Silvia Associates,Incorporated Dear Mr. Perry: F As per my recent telephone call to your office, this is a formal, request for copies of current Building Permits that have been `dulled' by the above-referenced contractors. Please forward these to my attention,' either bye fax; 617-790-3300, or by e-mail: bwidiskyCy)bg-11p coTp. I appreciate .whatever you. can. do to get this information. to me ;at your .earliest convelvence. if you`have any-questions regarding this matter,Please call me at 61.7-790- 3328. Thank you, Very truly yours, ` ' &idisk- y Paral egal lbcw Enclosure. i 125 SUMMER STREET BOSTON.MA 0211 0-1 6 2 1 617.79013000 T, 552G02 vl/38855/1 `617.790-3300. F www.BO I LIP.COM 2/2'd 022906Z80ST60S#:01 NUW0009 ddMINN33:w0JA 20:9T 2TO2-bT70ON Qo �i � t f I Silvia & Silvia Associates, Inc. P.O. Box 430 . 1284A Main Street Osterville, Massachusetts 026 °.;, C. ;R 3 r f January 5, 2011 Thomas Perry, Building Commissioner Town of Barnstable 200 Main Street Hyannis, MA 02601 RE: 1555 Iyannough Road, Rte 132 Building Permit Application Ref#200806573 Dear Mr. Perry, I am writing to request an extension for building permit#200806573 for 1555 Iyannough Road/Rte 132 in Hyannis. We are requesting the extension due to current economic conditions. If you have any questions I can be reached at 508-420-0226 x106. Thank you for your consideration. Sincerely, Ronald J. Silvia Silvia&Silvia Associates ...., _... :♦ L ., :� F4.F. -1 508420-0226 • Fax 508-420-8109 f Silvia & Silvia LLC 1284A MAIN STREET 1 ( v OSTERVILLE MA 02655 A = Thomas Perry, Building Commissioner Town of Barnstable 200 Main Street Hyannis, MA 02601 May 3, 2010 RE: 1555 Iyannough Road, Rte 132 Building Permit#200806573 Y Dear Mr. Perry, I am writing to request an extension for building permit#200806573 for 1555 Iyannough Road, Rte 132, Hyannis MA; map parcel 253016. Our records indicate the date of expiration for the current,permit to be June 27, p P 2010 and we would like to renew. Thank you for your consideration. Sincerely, Ronald J. Silvia 72 i E f. 508-420-9441 • Fax 508-420-8109 .r Phase Construction Control Document, ` • To be submitted at completion of required site reviews of phase construction for work per the 8`h edition of the Massachusetts'State Building Code,780 CMR, Section 107.6 2.27 ' Project Title:Lakeside Commons Date:4/12/2013 Permit.No Property Address: 1555 Iyanough Road(Route 132)Centerville,-MA I,Kurt E.Raber MA Registration Number: 10563 Expiration date: 8%2013 am a registered design professional and I hereby certify that I or my designee have inspected the following work,and I . { certify that the work has been performed in a manner consistent with the approved plans and specifications.for the p following phase of construction as indicated: Required Site Review and Documentation for Phase Construction t'r to be erforrncd'b`the appropriate registered design Professional or his/her designee oc.M.G.L.e 1.12§81R contractor Site Review and Documentation R Site Review and Documentation R Soil condition and analysis Energy cfficienc Footing and Foundation-,including Reinforcenlentand Fire Alarm Installation2 Foundation attachment Concrete Floor and Under Floor Fire S6ppression Installation' Lowest Floor Flood Elevation Field Reports' Structural Frame—wall/floor/roof X Carbon Monoxide Detection System" Lath and Plaster/Gy psum Seismic reinforcement Fire Resistant Wall/Partitions framing X Smoke Control Systems Fire Resistant Wall/Partitions finish attachments. Smoke and Heat Vents Above Ceiling inspection Accessibility 521 CMR t - Fire Blocking/Stopping System Other: Emergency Lighting/Exit Signappe Means of Egress Componcricts Special Inspections(section 1704)` Roofing,coping/System Venting Systems kitchen,chemical,fume Mechanical Systems l.,Indicate with an`x'the work you reviewed for compliance,miththe approved plans:and.specifications and describe in detail below. -2.Include NFPA 72 test and acceptance documentation 3.Include applicable NFPA 13, 1311,13D, 14, 15,17,20,241,ctc.-test and acceptance documentation ; 4.Include NFPA 720 Record of Completion and Insw. pection and.Test IFonn. S.Include field reports and related documentation t. 6.Nothing contained within construction control shall have the effect of waiving or limiting the building official's authority to enforce this code with respect to examination of the.contract documents,-including.plans,computations and specifications,and field inspections.. Work Descriptions: Work completed to date includes rough frame and building envelope with exterior rigid insulation,and - cavity wall insulatiod. ' aDesmbe insufficient detail the work(i.e.foutdition 9cel reinforcing liteben-mt syaec,etc,)and the lowtionon the'pmject site,and- - T ble,the wbmiltal daau"neot3 that peitain to the audc wfych was. inspected. SEREI)ARGti _ i Enter in the space to the right a'%vef'-or. ; electronic signature and seal: 0 No: 10563 BARNSTABL , ' y MASS. { Phone.mumber 508-362-8382 Email:kurtraber@capenrehitects.com r„of I',If� ` Building Official Use Only t f Building Official Name: Date:' Trial Version 10'09 2012 A#A ALLEN & MAJOR ASSOCIATES, INC. t ioo Commerce way P.O.Box 2118 ® Woburn,MA 01888-0118 1� ® Tel: (781)935-6889 : . Fax:(781)935-2896 Client: Brown Lindquist Fenuccio& Report Date: February 5,2013 Raber Architects, Inc. . Project Lakeside Commons ¢4 f A&M Project#: �1203-21 Location: , Barnstable, MA Contractor: Acella Construction Weather: Cloudy : Temperature: 280 # t Date of Site Visit February 5,2013 Time_: From: 8:00am To: 9:00am Present at Site: Ben Schlick(A&M) Ken Calder AC Reported by: Ben Sc hlick(A&M) ' OBSERVATIONS The following construction was observed. No exceptions were taken"except as specifically noted herein: • Structural steel has been erected. • Brace frames and moment connections have been installed. x ` • Steel joists have been installed. • Second level floor construction has-been cast. • Roof trusses are currently being installed with ongoing construction. • Exterior wall panels have been installed with ongoing construction at the gable ends. DISCREPANCIES 1.1 A roof 1-joist at the flat roof section was not bearing on the structural steellwood nailer. Ken has ' informed me that the 1-joist will be replaced with a longer joist capable of providing the minimum bearing required per the joist manufacturer. P 1.2 Roof truss blocking has not yet been installed at the momentlbrace frame locations as indicated on the contract documents. 'Ken has informed me that the blocking will be installed. civil&structural engineers • land surveyors • environ rental consultants landscape architects i wwwAenmajorcom Y 1.3 There was a discrepancy with the gable end truss outriggers and the contract documents. Ken requested clarification on Section 8/S4.3 regarding the use of 2x outriggers to frame out the gable end rake detail. Refer to the attached sketch(SK 1)for the typical outrigger framing detail. RESOLVED ITEMS N/A The above mentioned iterfis were reviewed with the project superintendent prior to my departure from the site and either BLFR or A&M shall'conduct a structural observation prior to concealing of any above mentioned items. (Benjamin M.Schliak, P.E. Structural Project Manager Email:bschlickCcaallenmaior.com i F• 0 Pace 2, + r' i L ALLEN & MAJOR ASSOCIATES, INC.. •100 Commerce Way -, P.O.Box 2118 Woburn,MA 01888-0118 Fleld a ®rt #2. Tel: (781)935-6889 Fax:(781)935-2896 Client: Brown Lindquist Fenuccio& Report Date: April 4;_2013, Raber Architects, Inc. 4 - Project: Lakeside Commons A&M Project#: 1203-21 Location: Barnstable, MA Contractor: Acella Construction Weather: Sunny ITemperature: 320 f ; Date of Site Visit: April 3, 2013 Time: From: 8:00am To: 9:00am Present at Site: Ben Schlick(A&M) Ken Calder AC Reported by: � Ben Schlick(A&M) OBSERVATIONS . The following construction was observed. No exceptions were taken,except as specifically noted herein: • Roof trusses and 1-joists have been installed. . • Roof sheathing has been installed., f ,; • Exterior wall panels have been installe. DISCREPANCIES r N/A RESOLVED ITEMS 1.1 A roof 1-joist at the flat roof section.was not bearing onthe structural steeltwood nailer.'Ken has informed me that the 1 joistwill be replaced with a longer joist capable of providing the minimum bearing, required per the joist-manufacturer: 1.2 Rooftruss blocking has riot.yet been installed at the moment/brace frame locations as indicated on the -contract documents. Ken has informed me that the blocking will be installed, - civil&structural engineers • land surveyors • environmental consultants • landscape architects . w www.allenmajor.com 1.3 There was a discrepancy with the gable end truss outriggers and the contract documents. Ken ` requested clarification on Section 8/S4.3 regarding the use of 2x outriggers to frame out the gable end rake detail. Refer to the attached sketch(SK-1)for the typical outrigger framing detail. . The above mentioned items were reviewed with the project superintendent prior to my departure from the site and either BLFR or A&M shall conduct a structural observation prior to concealing of any above mentioned items. Benjamin:M.SchlicK F.E. �. Structural Project Manager a Email: bschiick _allenmajor.com Paae 2 iV - 01 Commonwealth of Massachusetts Shpet-Metal Permit p 6 � Ma �� arcel ess Po a [ Date: 1 '�� Permit# Estimated Job Cost: $ S?,000 APR '9 2013 Permit Fee: $ h C Plans Submitted: YES NO AR[�ST Reviewed: YES NO Business License - Applicant License# (P Business Information: Property Owner/Job Location Information: Name: TL6 7 1\j i cr 3 It I I L Name:�dYII �i�U1G� /555 Street: Q 0 • Zox q o ag Street: 1 5'7 57 T /3 7- City/Town: 1 R Lslt C . YM 'cam City/Town: t wn s A,h l�e_ , !' Telephone:- Telephone± � q2_y 6 as 4P Photo I.D. required/Copy of Photo I.D. attached: YES i/ NO Staff Initial J-1/�unl restricted license J-2/M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq.ft./2-stories or less Residential: 1-2 family Multi-family. Condo/;Townhouses Other Commercial: Office V Retail Industrial Educational o - R{`3 Fire Dept. Approval 5(0 Sstl'tutional_ Other. Square Footage: under 10,000 sq. ft. over 10,000 sq. A., Number of Stories: Z Sheet metal work to be completed: .New Work:. Renovation: HVAC Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: t SURANCE COVERAGE: 1 have a current liabili insurance policy or its equivalent}which meets the requirements of M.G.L.Ch. 112 Ye No ❑ f you have checked Y=, indicate the'type of f coverage by checking the appropriate box below: k liability insurance'policy V Other type of indemnity ❑ Bond ❑ )WNER'S INSURANCE WAIVER:I am aware that the licensee does not have the insurance coverage_required by Chapter 112 of the Aassachusetts General Laws,and that my signature on this permit application waives this requirement. Check One Only Owner ❑ Agent ❑ Signature of Owner or Owner's Agent 3y checking this boxm/,,hereby certify that all of the details and information 1 have submitted or entered regarding this application are true and � ) 9 9 PP iccurate to the best of my,knowledge and that all sheet metal work and installations performed under the pbrmit issued for this application will be n compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation: YES NO ProiMess Inspections Date Comments Final Inspection Date Comments T e YP of rise . I Y aster ❑ Master-Restricted ity/Town ' [JJoumeyperson Signature of Licensee ermit ( / ❑Joumeyperson-Restricted 7 7 License Number. ee$ Check at www.mass,gov/dI2l spector Signature of Permit Approval I The Commonwealth}o•.f Massachusetts Department offndush-W Accidents Office of InvaWgations -600 YWashzrcgton Street' Boston,MA 02111 www.mass.gav/dia Workers' Compensation InsannceAffidav&. Biiffders/Contractors/Electt cians/PlIImbers Applicant Information Please Print LeZibly Name(Basiness/0rgauizafi=dudividi4:. pkh,& C�u � City/Stafe/Zip: A►.krey- vljv i 0A Phone.#: Are ypdu an employer?Check the appropriate box: ype of ect(requn eti):; . I am a general contractor and.3 1.LJ I am a employer •4 .with �0 ❑ � . employees (hill and/or part t rnel- , have hued fie sob:-c ct n„tra = 6 ew caristrnctitm listed on the-attached sheet 7. Remnde' 2.❑ I am a'sole proprietor orpariner- ❑ � 'ship and have no employees These sob-cofactors have 8. ❑Dr.,,o do n. worming for me any capacity. employees.and have wo=kecs' [No workers' comp.msl ranee comp.surance.t 9. ❑BmZding addition. required) 5• ❑'We are a cmpoiz and 10.[]IIecfrical repairs or additions officers Piave exercised their 3.❑ I am a homeowner'doing a.Il•work 11.(]Plumbing repairs or adiiinons myself [No war]=' came. right df exemption per MGI, 12.❑Roof repairs Tncma„ce required-]t c.152, §1(4),'and we have no employees. [No wog3=' 13•❑ Cghm comp.mmra'ncg required.] . *Any applicant f ud checks box#1 mast also fill out iho scction bclow showing thcs vaimrs'compcasation policy mfmmafim t H®eownccs who submit this atndavit indicating they an a doing all work and then hu=,outside eoniracturs must subru t a new afdavit indicating such. tm�that cbeck this box mast attached an additional sheet showing the name of tau sub-coatracinrs and state whcd=ornot those eutitirs have employcm If the sub-conlmctns baize employees,fey I provide their wcal=l.camp.Policy- lam an employer that is prow-iding-workers'cvmpensatian Insurance for my employees Below is the policy and job site information Insurance CaropanyName: y Policy#or Self-ins.Lic.# ExpirationDate: lob Site Address: ./ ; A t2zh a copy of the workers' compensafionpolicy dpcIarafion page-(showing'the policy number and expiration date). Fail=.to.secure coverage as required under.Section 25A of MGL c. 152 can lead to the imposition of oziminal penalties of a fins up to $1,500.00 and/or one-year iomprisbrment,'.as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against thq violator. Be advised that a copy of this siatemerit may be forwarded to the Office of Investigation of the DIA for insurance coverage verfication I do hereby certify enaldzs of perjwy eqatthe uiformadon prnv&.ed above is free and correct: Si�aiiue: : Dat Phone#: D Ire only. Do not write in this area,to be completed by city or town o uiaL City or Town: Permit/License# Issuing Ardhority(circle one): .1.Board of Health'2.Bm1 Departo=t 3.City/Town wn Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person. Phone#: f ; �T Town of Barnstable t Regulatory Services F A�R1Vf:i'AAf.le f - MAEM Thomas F.Geiler,Director s63� o Building Division Tom Perrp,Building om Cmissioner' v - 200 Main Street,Hyannis,MA 02601 WWW.town.bairnstabie.ma.ns Office: 508-862-4038 Fax 508-790-6230 Property Owner Must . Complete and Sign This Section - 3 If Us'. A.Bulder . F 3x as Owner of the object property hereby authorize to act on my,'be b2l�x in all'Matters relative to work authorized by this buildingerTnitx (Address of job)', Pool fences and alarms are the-responsibilitp of the applicant., Pools are not-to be filled-before fence is.installed-and pools are not to be utilized until all final inspections are performed and accepted:: SigBatate of Owner Signature of Applicant r, _ 0 ' Pant Natne Y Pant Name Date QFORMS:owrmzP sioreooLs" Town of Barnstable I o� Regulatory Services * lARNsrARi.R . Thomas F.Geiler,Director y MAM .�R�� Bwildin9 Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.to wn.b arnstab Ie.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town F state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) The undersigned-"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. ` HOMEOWNER'S EXEMPTION The Code states that "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,'that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15)_This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the lastpage of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:fomis:homeexempt The Commonwealth of Massachusetts William Francis Galvin- Public Browse and Search Page 1 of 2 The Commonwealth of Massachusetts William Francis Galvin r Secretary of the Commonwealth, Corporations Division 4 One Ashburton Place, 17th floor Boston,MA 02108-1512 Telephone: (617)727-9640 ATCO PLUMBING AND MECHANICAL, LLC Summary Screen L Help with this form Reqpest a Gertlficate The exact name of the Domestic Limited Liability Company(LLC): ATCO PLUMBING AND MECHANICAL, LLC Entity Type: Domestic Limited Liability Company(LLC) Identification Number: 201722721 Date of Organization in Massachusetts: 06/07/2004 The location of its principal office: No. and Street: 93 WEAVER STREET City or Town: FALL RIVER State:MA Zip: .02720 Country:USA If the business entity is organized wholly to do business outside Massachusetts,the location of that office: No. and Street: City or Town: State: Zip: Country: The name and address of the Resident Agent: Name: PAUL P.ALBERNAZ No. and Street: 134 PADELFORD ST. City or Town: BERKLEY State: MA Zip: 02779 Country:USA The name and business address of each manager: Title Individual Name Address(no Po Box) First,Middle,Last,Suffix Address,City or Town,State,Zip Code The name and business address of the person in addition to the manager,.who is authorized to execute documents to be filed with the Corporations Division. Title Individual Name Address (no PO Box) 'First,Middle,Last,Suffix Address,City or Town,State,Zip Code SOC SIGNATORY PAUL ALBERNAZ 134 PADELFORD ST. BERKLEY,MA 02779 USA SOC SIGNATORY SCOTTTEIXEIRA 138 FOLEY AVENUE SOMERSET,MA 02726 USA The name and business address of the persons)authorized to execute,acknowledge,deliver and record any recordable instrument purporting to affect an interest in real property http://corp.sec.state.ma.us/corp/corpsearch/CorpSearchSummary.asp?ReadFromDB=True&... 4/9/2013 I The Commonwealth of Massachusetts William Francis Galvin - Public Browse and Search Page 2 of 2 Title Individual Name Address(no PO Box) First,Middle,Last,Suffix Address,City or Town,State,Zip Code REAL PROPERTY PAUL P.ALBERNAZ 134 PADELFORD ST. BERKLEY,MA 02779 USA REAL PROPERTY SCOTT TEIXEIRA 138 FOLEY AVENUE SOMERSET,MA 02726 USA' Consent _ Manufacturer Confidential Data Does Not Require Annual Report_ _ Partnership X Resident Agent _ .For Profit Merger Allowed Select a type of filing from below to view this business entity filings; ALL FILINGS H. Annual Report Annual Report-Professionali' Articles of Entity Conversion h '� Certificate of Amendment r : VewFilings E,' 'WNewS aches ' Comments O 2001-2013 Commonwealth of Massachusetts All Rights Reserved Help http://Corp.sec.state.ma.us/Corp/corpsearch/CorpSearchSummary.asp?ReadFromDR=True&... 4/9/2013 „�•� ATCOP-1 OP ID: CS ACORD° 7OT4/08/2013 E(MM/DDIYYYY) CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. CONTACT PRODUCER Phone:508-673-5893 NAME_ _Cheryl Corey Stafford&Coinsurance Fax:508-677-0792 PHONE 508-673-5893 ac No: 508-677-0792 1000 N Main St. A/c No Ext: Fall River, MA 02720 ADDRESS:ccorey@stafford-insurance.com Timothy Girr INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Safety Indemnity Insurance Co 33618 INSURED Atco Plumbing&Mechanical LLC INSURER B:Star Insurance Company P.O. Box9628 wsURERc:Main Street America Assurance 29939 Fall River,MA 02721 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL WVDSUB I POLICY NUMBER POLICY E POLICYFF LTR MMIDD/YYYY MIDDIY Y LIMITS GENERAL LIABILITY I EACH OCCURRENCE $ 1,000,00 C ]?CLAIMS-MADE MERCIAL GENERAL LIABILITY jMPB6533S 01/19/2013 01/19/2014 pREMISEs(E occurri nce $ 500,00 OCCUR L MED EXP(Anyone person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 2,000,00 I. GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,00 POLICY X PRO-JECT LOC $ A COMBINED SINGLE LIMIT AUTOMOBILE LIABILITY Ea accident $ A ANY AUTO 6203014 04/12/2012 04/12/2013 BODILY INJURY(Per person) $ 100,00 ALLOWNED SCHEDULED BODILY INJURY(Per accident) $ 300,00 AUTOS X AUTOS i NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS i Per accident $ 100,00 UMBRELLA LIAB OCCUR ( EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ i DED ;RETENTION$ $ WORKERS COMPENSATION X WCSTATU- OTH- AND EMPLOYERS'LIABILITY YIN TORY LIMITSI ER B ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ IWC0428617 08/11/2012 08/11/2013 E.L.EACH ACCIDENT $ 100,00 OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 100,00 If yes,describe under 500 00 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ r 1 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Plumbing S mechanical CERTIFICATE HOLDER CANCELLATION BARNSTA SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town of Barnstable Barnstable Town Hall 367 Main Street AUTHORIZED REPRESENTATIVE Barnstable,MA 02630 01988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD I r . f 71 4'I, �. 1�t.tY�: kyK AS�a APASTEIi El.NRES f R9CTtt� - ` ISSUES THE ABOVEIlb 9E SCOTTY it TEIXEIRA ? 138 FO .EY'.AVE SOMCRS T MA -02726=3006` j 6 03/28/14 s1:58�87 I w b -LICENSE OF 1954 ¢n'�•T 9a 61D 4d NcWIHHctyr�,c.�xB �B-ZiO� NONE- a796-2��� � � 4h.ElIP 4 °'i sitMBf:�,.'�".r.�;..,,,"„�T• 24121ls =G3 24=19 ' y15Fsm Nir,mT,5M D NONE - � C s'138 FOLEY AVE _ ZWI;K EI,MA U&M %AK�� r a CELLA 3 Construction Corporation - --- - -._. 62 Accord Par:Drive, Norwell,MA February 8,2013 02061 Tel_(7s1)681-9240 Scott Teixeira Fax.(781)681-9241 ATCO P.O.Box 9628 Fall River,KIA Re: Lakeside Commons Hyannis,MA Dear Scott Teixeira Your firm has been selected by ACELLA Construction Corporation to provide construction related services on the above referenced project. Attached,please find an emailed copy of your contract outlining the complete terms of our agreement. Please print out(2)copies and have an officer of the company sign both subcontract agreements and initial the two(2)attached Schedule A's,Schedule B's and Schedule C's_ Also attached is a W-9 Form;ifyou have not already done so for the current year,please complete and return it as well. After signing the two(2)subcontracts,please return botb subcontracts to our office for execution by ACSLLA Construction Corporation. We will return one(11 fully-executed agreement to your office. Additionally,please have original,Valid Certificates of Insurance, NAMING ACELLA CONSTRUCTION CORP.,Lakeside Commons as ADDITIONAL INSURED forwarded to us immediately_ No work can be performed prior to rece' t of your Certificate of Insurance and siened subcontract A CELi.t Construction Corporation emphasizes that all personnel on the:project site must wear safety helmets. This will be strictly enforced No one will he allowed on site without the appropriate safety helmet Congratulations on being selected. We look forward to working with you and your group on this exciting project_ Please contact us at any time if we can be of .assistance- Sincerely, ACELLA Construction Corporation Anthony Dirubbo enclosure Apr Uy T.3 U a - ACELLA Construction Corporation 'Subcontractor Letter of Intent Subcontract Nu m 2011-063-014 Vendo:ta : Project' Lakeside Commons Subcotor: ATCO Location: 1555&1575 nno h Road Streetess: P.O.Box 9628 H nnis,MA City,SZIP: Fall River,MA Com Owner: Silvia&Silvia I Contrame: Scett Teixeira 1294 A Main Street,Osterville,MA TelepA 508-916-1604 Owner Re .: Ronald Silvia Facsi : Architect Brown,Lind uist Fennucao&Rabe C nfrateetion: 01-Feb 43 ACELLA Pro'ect 2011-063 Contract Unit Contract : it cost Unit Quanti Price Amount 9 Code Descri Non $57,750.00 $57,750-00 11550D HVAC LS 1 $3,600.00 2 Desi n LS 1 $3,600.00 $1,600.00 3 Electric Heaters L5 4 $400.00 4 5 6 7 8 9 - 10 $62,950.00 Total Contract Amount Sco a of Work Includes: 1 All work in accordance with the project specifications,drawings and addenda 2 Subcontractor to sign&return Letter of Intent by FAX. 3 All schedule"C"items are agreed to in this letter of intent(attached). 4 See attached Scope Sheet. 5 6 7 8 9 Qualifications: oration prior to work commencing. 1 Certificates of Insurance must be received by ACELLA Construction Corp. 2 All subcontractors 8 their employees m=stwear safety helmets on all ACELLA Construction Corporation Projects. 3 PLEASE FORWARD ALL REQUIRED SUBMITTALS AT THIS TIME AND A CERTIFICATE OF INSURANCE NAMING ACELLA CONSTRUCTION CORP.,Lakeside Commons as ADDITIONAL INSURED 4 ALL SUBMITTALS WILL BE SUBMITTED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 6 AGRE ACELLA Construction Corporation :AGR/r: D TOBY S BCONTRACTOR 4 f fi jnature Signature .��� � x;A Name&Title Name&Title. Apr uy io uy:L 'Page 1 ors A'..LLLA Construction Corporation 62 Accord Park Drive,Norwell MA 02061 Subcontractor Agreement Vendor No: Subcontractor NO: 201 1-063-014 SLBCOYMkCTOR: ATCO PROJECT: "-csadcCornrnons P.O.Box 9629 LOCATION: 1555&1575 lyannouph Road Fall Riticr,MA Hyannis,MA ATIENTIOT: ScoctTeixeira COSTCODE: 15500 TELEPHONE- 508-916-1604 FACSIMILE: OWNER OF PROJECT:Silvia&Silvia LLC 1284 A Main Street,Ostcrvillc,MA SUBC011 fRACTPRTCE: b2,950.00 ARCHTrtCTe Brmm Lindquist.Fcnnuccio&Raba COIITRACT D.471E: 01-Fcb-13 ACELL A PROJECT tk: 2011-%3 PROJECT COMPLETION ARTICLE I.SCATEME.\T OF NN'ORK - The SUi1CONTtACTOR(whkh cxpnsssion shall includcall he its,cxccul0m.odminstrators,successom and wsigns whcrc the euateKt so:ryuir6 or admits,it also being underslOoc that the pronoun bc,himerha shad apply to the SUHCONM'k,V 1OR whether an mdi"--dual:oint venrwc.business trust, p:ameralip m•eorporalior.J sba-1 provide all for.materials,tools and equtpmact scaEa.ding,perm•fccs and any cthcr i:em ocssary to compleic tic `Rork described blow for the P:ojeet and in strict accordance w;th the provisions ortbe Agreement between the CONTRACTOR and the OWNER insofm as appl-cable and with.the Conditions(Gmcral.Shoe®l Supplcmcrttnry)of the Agrecnicnr bc:, ccn the CONTRACTOR and the OWNER.forsaid Work and the Plans and Specifications and Addenda prepared by the Archaect for the Projm.a list ofwhich Plans,specifattiona,ant Addenda is attached heroic as SBaedule A.all ofwhieh eoulAions.Plans,Speer fimdons ard.Addenda ram a pan orthe 09--c"ea1 between tine CON:TRAC:OR and the OWNER for said wont mrd shall be considered a part of this Subem:trua The CONTRACTOR and the SUBCO'N-RACrOR ayes to be bound by the cant of said AWeemont so Cam,ar.plitablc to this Sunconlracl. - Adesc:ptionofchi:S.tbcom-W Work is at follows: Item Code Description Emil Qornti Unit Price Extcosmn I I5500 IIVAC IS ] 557,750.00 S='•750•� 2 Des iC IS 1 SL,600.00 S3.600.00 3 FJcclrio Fieners LS a Sa00 AO 57.600.n:1 4 6 7 B 9 10 S62.950.30 0'road Contraa Amount _. Said wotk to be pe3fermod and Prices thereto are set ant on the scb=%k:maenad b=o as Schedule B. No aedifi ml work 6 to be?erfoancd without a w-men amatdmcm--o 11-agroeraent - Fach mm.th-y requisition must be accompanied by m oriOmW notaruW Waiverof.Liut Form(>a atmch�Wa•�•cr Fovo)loi the amuu nt of eat+Regaisition. Faituc m submit ttcse wa'rvrrs wiR delay paymmc from the Uaaet. ARTICLE If-TIME OF CONIPLETION The suhcontraclor agrees,xiVmia^_calenIcar days after notificalion by CONTRACTOR,to commence pedonmamc of Lhe Work and shay then and therealler continue dilipwily in hs perforotnnec is accordance wRll the progress scbzdult.Time s of the etsencc Ofthis COa[ract. The SLBCONTRACTOR agrees and understands that the job Progress Scheduiz z subject to elamge attic cLwm6on of the CONTRACTOR and&..c SIJBCON-MAC70R agiees to ice bo:md by such chmge,waiving any cW.to darn ages arising therefrom.T•nc SUBCONTRACTOR specifically ag-'ees that . is order to mpcdac tte Work the CONTRACTOR may do any or all oFthc foflowiw, . (a)Pay fog materials prepared and read`'for delivery to the SUBCONTRACTOR the same to be covered.�bill of salt o•older appropriate paper.a ias nd trc fne same For thebenerA orLttparties concerned,charging oil costs in connection xih SQ&payrxr.l and insurance agaa.si the amount to be paid - undcr this S•abcommm - (b)Order the SUBCONTRACTOT incase oragrm%greater tan no mad is dc.�od far any reson.to work overtime in uhkh e•:cM tic amount to be paidl to the SUBCONTRACTOR acder this subcoaaael s'.nall be increased by(1)theaemaladdeional wages o-ver and above the straight time rates and(2)taxes :md insurance applicable to such wages.SUBCONTRACTOR shag not be entitled to any overhead Or profit on account oFthe addttiena:wages.Overtime shall be authorired onFI by an Ofrnxroftbe CONTRACTOR and shall be promptly conrumed in writing to the SUBCONTRACTOR.•Caere slips must be approved by rite CON-RACFOR'S Atsthoritcd Agcnt at the JObsitC - ic iOrder the SL'BCOVTRACTOR when progress in campiclior.of the wmk:s not being mamlai nod in lea.-ring witb the then existing Job Progress Schedub.Or ifin the opinion of the CONTRACTOR(whose-opinioo shall be flap,the SUBCONTRAC-OR telays,or s liL-ery to delay,the progress of the Work necessary to complete the job:in keeping with the then ex isting Job Progncs Schedule he work such overtime as may be necessary to catch up or keep abreast wish the general prowess or the Work as provided for in the then existing Job Progress Schedule.l r the SUBCONTRACTOR faik to comply xvh any mch orda-given to him by the CONTRACTOR,Lhc CONTRACTOR may titrn:sh Litt labor and materials and Work such noc.—uy overtime for the - . . um cuntof OC SUBCONTRACTOR withmt terminating this Sub'mntmcl.The entire cost matne _and expeise id by the use ofsaid ovca:me shall be home by d.SUBCONTRACTOR. Apr U9 13 U92 a . .. Page2o`5 ARTICLE DI-SUBCONTRACT PRICE A,P PAYMENTS The COTTRACfOR chat:pay the S(JBCONTRACTtOR for the perfunrmcc of his Work ix snrm indicated on Pagc I rf this contract im e.srrmt funds aubja:t to additions and deducliam`orehmies c,may be a_wwd open-all in accordance with ACEfeaLLA h mcnihConsgarr a rel Corporation's"Payment Pony t padtzgc". The SUBCONTRACTOR snell deliver to the CONTRACTOR cr.or before the rwmty-filth dry of each month a regnsition m a Tosco smisfaaory to the CCiN'1RACTOR.ewcmg wnd:doae shot month.Stinjoet to the opptural of th RA e Architect and Owners the CONTRACTOR will par ninety perceat(WWP oTtbe _ contract amount after which time.the CONTRACTOR will pay one hundred percent'I W%)of the remaining ten percent(ID )oftheecati clarnoud. Payment wll tc made 45 days aftcr mquatmn d.ue cr l5 days after payments received by owns. Failure to sub nit st;ch a reyuisiCnawi0 wtnk the COVTRACTT]R to postpone pavmmio:n�vanouotdn:until nett sttonth.Tx imttining basr.cedru wiU be paid upon completion and ameplaoce e ofthpmjcaby the CONTRACTOR and the OWNER or his rcla esentative,bul in no evcnteadcl than forty-five(45)drys after completion r:the Work covered by this Subcontract and upon presmLLiou Of complete wa'rven orLien and swat statements of at.DO e L and othergiveat items winds any be requL•ed by the een=ct documents(i.e.Asbrdlts,rearwh.ere.)It m Mather muw:lly agrd by the parrs hereto that no certificate mpro or papmcnts Tnadc orde-this Subcontract ekherwfiolly or in part and that no payment saal be ccnstnred to be an acceplaxc o(defadvc Work or irnpmper materials. Payments from the Ow•T-ER to the CO'VMACTOR arc a condition preecdmt to rccci(x of paymnmts by the SUBCONTRACTOR from the - CON1RACl'OR.As a basic upon which pmtdol payments to the SLBCONIRACTOR may be authorid,the SUBCONTRACTOR sha4 prior to the first nequisitian fox payment,forward m the CONTRACTOR a comtplcte itemized breakdown of his Subcontract pricepa�r 13 to the �Os 10 MACTO and CONTRACTOR.Values and uu.1 prices it.this itad:breakdown arc solely for the purposes a.makirng p P> nal be loken as a basis Ter any addi.ious or deductions to cite Subco ntmct price. The SrJBCONTRACfOR warrants and gaamntees that ttlem all work-,aale'ris6 aid egruPment covered by a roc oidion,wo Wes incorporated the Project or nut.Will pass to the CONTRACTOR,bee and clear of all Awns,claims.security inter-as or eneumbrancc and shut no Work,rtnat=vials o r e�ripltxru mverod by a regnismon wi0 hate been arIuired by the SUBCONTRACT(yR.or by any other entity performing the Work at the Project lomtko or fiunishiag matsiais nod egtripmcnl for:hc p(ujcec.snbjat to an agzc-nsml,rodcar"ich an inxrrs7 iicrein Or an encumbrmee dtcrcon is rcorirmd by the seticr or mherwi:e imposed b5 the SUBCONTRACTOR or such other entry. The SUBCONTRACTORshaB,befare the sc•condormyanaeeed'egrequiatim,on demand oftheCOOVTRAC Rsuhn'•a ffd receipts sh"ing that payments bave been made far labor ardmawrcds and onaceouMofall Work cona a covered rat ApplicnXiOn for Pa�me-lt,and if requested w the OWNER.cost Certirtcation in a form acceptable to the 0\VN[R .. The SUBCONTRACTOR accepts.as between the pudea to this Subcapeus at exclusive liability fen pancc at an for widWork to De any ore or Con L�tutions.FedeML State,Municipal,or otherwise.with respect to cmnpeand i he wages•N RAr TOR Imil rr Tomst hold t n ere performed by the SUBCONTRACTOR or his employees under 2F,c terms of"Subcontract,and the SUBCONTRACTOR will,respect t to hold the CONTRACTOR harm tms agairst an such tmtes and contruu:ions and to compF;wish all governmental or other reguCzticns with respcecthe thereto.including rdsg*fall necmwq reports and returns. The SUBCONTRACTOR is rasponsble[or and shnlll Pa"direct to the State oFVlessachnscns(or appropriate Cro`c-`m rental Authority)erg Sales and�or Use Taxes fo•materials furnished to 0is Pxo cc:by the S UBCONITLACTO R. . ARTICLE IV-WL1L4-NCE - The SUBCONTRACTOR and his SUB SUBCONTRACTORS sb j cMci and mz rmin the following AMOUNT coverage: COVERAGE (n)CON1PRER=NSI\1E GENERAL PUBLIC LT.4BILITY1 COMBINED SINGLE 51,000.OJ0!S2.00310130 LLATIT,PER PROJECT STATE MINIMUM (b.)WORKERS COMPENSATTON S1,0on,000 - (c.)AL70MOBILE LIABILITY.COMBINED SINGLE LIMIT (d•)AUTOMOBIL.ENOV-OWNER AND IiryRED CAR COMIHrN-ED SINGES LIMIT i�l.Q � (e.)1a'.'[ASIO.4 COLLAPSEAND UNDERGROUND FL\7�ARt� REQUIRED (t)COMPLETED OPERATIONS COVERAGE REQU[RFD (a)CONTRACTUAL LIABILITY NDTREQUIRED (h)PROFESSIONAL LLABILBY - ri.)WBRELLA LIABIL TYPOLICYEACH OCCJRR6NCL' S200000 The SUBCONTRACTOR shah comply w:lh all applicable N'rnkci sComPrnsatirn laws and other Empbyec Bcnent Acts regulating the compel safion ofinjmm w,arkeS. required by the stale in wh iclt the project is locates Original ccitfacates of insurmoc acceptable;tothe Contractor and/or Ihz O'wncr shall be filed will:the CONTRACTOR PRIOR TO Il�CONSAlEF10EMENT OF . ANY WORK A THE PROIFCTLOCATION.The CCniGmtes of Tnsunmcc must name the Cc amelor and/Of the Owner and•b-any other interested panics as designated by the Otvce*as Additional Insured on a primary'basis on au Ge mi Lisbiity.Excess(Umbxelln)Liability d Autumobile Libiliry Policies o a ftSr>beantractec throughout th the duration orthe Ptejec,and shall eormauc to se name those cacita on those paDc.�upon tbela co gal Ear the ded under he a(li y aPa1O Contcaelon's co:ttnleted work by the Owner.TLc Cmifrcale o f insurance shall commit a provision that coseage affetdad under the applicable�oheies tacit col ere:aacNk4 altacd or amended,air not r—wed,unto at IcsL th irty(30)days taint,notice has been ens''e n to the Contractor• a`isvr of Subrogation To:he fullest exxent pmaitt d by law,SUBCON TR alre ACTOR ws all rights ag=insi CONTRACTOR OWNER and ARCHrTEC-and Ihca agetstt,0trt�s, dircm.,,and employees lox recovery ofdamages m the extent chose damages a--covered by rommeremd abo,-c. IobHiyt commeceial u:rtDrella Dabiliy,business 4_ auto IisSdiy orw•ori=compensation and employers liability insurance maintained per rialuicements stared brn• ARTICLE V-SAFETY - The SUBCONTRhCT'OR chat be respu�iak for notating,maintainieg and stpervisinz all scfery preeau dens and pragem"'a connection tads,cis Work and agrees tot rithm abide Dry and enforce OR safetypro sestablishad by the Cunuaetor.heSUBCON'RACTOR sF.all tonfc•rm and comply w�tF.ale eurre:nt Locai State,ocd Fcde©I Sa(uy Regulations.ia"ing_the"Fedexal,Occopaliona:Safery and Htahk Act of 19711 and be responsible for erne COas,flues or penaltic ascotmd amrinsl the CON1RA CTOR[or the S UBCONTRACTOR•S I",,=to comply with such laws and regulations.Th.SU13CON".RACTOR i rcquircd to inphncm thehe CONT ACTOiR[orheChamrN470ofnc�Assof 1983 of1teGrneral Lawsofhlrssa--husetts,thesoaalled"light to Knaw"Law effcaive Sepnea,ber .2lr,1%4.T.ie SUBCONTRACTOR is also sequired 10 irplcmem the pmvbicns of the rallFederal xicand hazardous l Safety andherni a;tlt Aa d by this standard Hazard u Comamtication Saadmi 1-0C'FR Parl 1926-59 eff=ll' May 23.151M.Material Safety Daeashects for a0 toxic and hazntdoas Chemiczh covered by this staattazd must be fbmardce to the CON7 c2ACTOR'S Main 0MCC at 62.4CCORD PARK.DRR•T,NORW nu,11ASSACHUSr77S,,32061.AL chemicals used on ttis silo must be!anded i in aueortdau:with the standard 1fSLBCONTRACTOR a found 10 be in violaion c F any safety pro2vrtns established by the CONTRACTOR the foIlnwing outlines the pHradies to be paid!or ell;afreetiao: FTEKS& SU 14CONTRA CT RS o n thejnb site wi 0 be:ntorm ed of the non compliance and cis pxtcd to coneea it immalisict . FIRSTO 0 be sent to then Company-notnfying Cie SUBCONTRACTOR of lb is non compl'amcc.SUBCONTRACTOR wW be required to correrrnon cum PUPIL safely IF edified VENSater viclatiolu within a 49 hourperiod nrw)tieh time tee site will tc r_-;nspacted.In the event the violations have not beer come a fate of 550000 will stood for each SUBCONTRACTORS Galployec in 000 wmphaace and/or fox eneb iuudecce or non Compliance not corrected and will be deducted from the SLBCONT'RACIORS _ Subcontract With the CONTRACTOR by ACELLA ConstnrtionCorparaliotts Back charge Form SBCOND OFFENSE- SUBCONTRACTORS on the jot site will be informed ofthc mpcd non-compliancOXIC a second Certified letter.will be srnr to their Company notifying the SUBCONTRACTOR ofthis^cppt oriense.A W01()fse ro-each SL3CONTRACTOR'S Employee in non Ccrn$ame and+err forcaeh hteBmce of rmn eomptiarcewill be deducted frarn the SL'1)CONTRACTORS Submntractvrth rite CON7TLACT'OR by.ACI:r 1 A Censitvctioo Corporation"Back Chargc Form. ' G' Apr U9 13 U911a _ Page?of 5 'THIRD OFFENSE- SUBCON-MACTORS on thejob silt will lie infotmcd Dfthethird repeat non-compliance.nc again,aCenifhed lencrwill be nut m labor Company notifying llte SL13CONTRACTOR of this repeal offense.A S2500.0G fine for each SUBCONTRACTORS Employee in oon-co.nsoiance andlor each incident ofson-conpliartex v ill be decuc;-d from the SUBCONTRACTORS Svxontma with the CONTRACTOR by ACLLLA _ Ccostruc:co Corporation Backebarge Form, . FOURTH OFFENSE- Withholding ofdreSLHICONTRACTOR5pmfre.,,<paymCathy the CONTRACTOR un;R—ilesafety inspection mo'arns that ail safety dcGeicacies have been cortccUd and:be Safety Wwor is satisfied iba:the SUBCOW.-LACTOR willeafDrec Lnc safey rcquitemrnri on all future week.Lacing coefinuation ofboth,the COMPACTOR may fulminate the SUBCOKMACTDR, The SCBCON IRACTOR Anal at his awn expense,preserve and protect from ajury AE property ane persons which may be affected by his eperataac hereunder and shag be fully r:sponsble for all darnage err expense to any it Or any property,aris.ng from or in cOasoq•aence of any act oromisslon of the SUBCONTRACTOR under thisAgiccin t.TheSUBCONTRACTORshallatnigownMiscanpmrectwDekperformmdbydhereunderandtheareaswher said work is performed with such lights,barricadcr,and wamin&signs as art,necessary forthat purpose or may be roqu:red by the CONTRACTOR.The SU13CONMNCTOR shall provde such Po lift Officers.Watchmen and Flagmen as may be deemed necessary and shall receive no addximtal OempMtsatron therefore execpL to the extrnt Ihat the CONTRACTOR in rcimbmsed by the OWNER.Until final acceptant;and approvalof the SURCONCRACnORS wetk by the CONTRACTOR and the OWNER,the SLWONTRACTOR shall remain fully responsible far all damage or inji.}q to his equipment and to saidwork or mahriab-whether incorporated or nor into the work, > ARTICLE VI-FEDERAL,STATE AND MUNICIPAL LAWS Thc SUBCONTRACTOR egrets.in the performance oflhis Subconlmcl that hew-iLleomply with and givt all stipuations and mn;seatations requited by applicable Federal,State and Municipal Laws,and Curtner agrees to require such eemplianee.representations and stipulations will,respect to Ary Affm n- nt enteral into by the SLJBCOTsTRACIOR with olies as may be rogaired iy applicable Federal,Stare and Municipal Laws.This Contract steal.be gtiv'rned by the Taws of the Commonve,llh ormassadiisetls except that the Workmen:Compensation law of the Slate in which the Project is located shag be applicu'lc. ARTICLE VTl-PATENTS - The SUBCONTRACTOR agrees to indannify and saw.haruless the CONTRACTOR and the OWNER frarn all d=an&or ekhilm of any aatare by reason ofthe use of any patented invention,articles Or applimce that has been or may be adoF tri or used in the canstmaion calked farm din Subcontract. AFMCLE VUI-CHANGES The CONTRACTOR may,prior tO the completion orthc Work,order in writing changes in said Work or additional Welk ofa similar kind.When so ardemd,the CONTRACTOR and die SUBCONTRACTOR shalt(1)agree upon[he value oftie Work adcod or omittod and the=a 1 dreteo:shall be added to o-dciuctod Barr.the Subcontract price,as the case may be,orl:l the CONTRACTOR may ordc-the SUBCONTRACTOR to perform additional Work on lbe'a75s orCost Pins Tabor anc Materials. - Tic CONTRLACTOR will pay the SSIBCON RACTOR as follows: - (1).Actual cost of Labor, - qz)Actual cost of materials,e4uipmcm rontats and tmnsportai (?)Prmnurn `:w lmsarmoc (r)Slate and Fedetnllnsurance and Taxes(exdadbtg Incom-Tales) . . (5)An a!lewaee c (I Oy,)for overntad on:hc above; (6)Analkw•ance of(5%)forprtionlhcabov� (?I Cost of Subrontracts; (g)An allowance of 13%1 for otrnccad and profs on Subcontracts, All Work so ordered will have labor an d matsial slims approved daily by th a CONTRACTORS Audi anted Agent at the J ohs hc,Thc SUBCONTRACTOR shall pate ma suit Wait upon receipt Ofwrinen notice in accordance with prvvisfors Of I" Submatmci,and shall provide all necessary back-up cocumemation as regmratad by the CONTRACTOR. - - ARTICLE VIX-LABOR AND EQUAL EMPLOYMENT OPPORTUNITY. The SUBCONTRACTOR w:l discontinue the cmp)Dyment on the work:nfany of i6 employees who may be unsatidaelory to-.he CONTRA M- R.TO connection whh the pzormmce o rthe Mirk Order thn Suheeatac:,the SUBCONTRACTOR agrees not to discrim hlr to apmsl any empfayee ur appliealt for employment:b¢auseofmce,color.=ad,national origin 2 orsec.The SUBCONTRACTOR iq tin comply with all provisions o'PresAcritia;Executive Oiler No.11246 of Septemhx 24.1965 as amended end furnisb all information and report;required by this PmskkMint Executive Order.Tbc SUBCONTRACTORisrcq•iircd-ocomply with:hc CONTRACTOR'S4frerrrative Action Program applicable to this project. Rn=x-i-rroRmATION ANU DF-rAIto All regtssts for infemmf on er celzils eoucemimg the SUBCONTRACTOR'S'Work nest bit nice thin high the CO;7TRACTDR5 Office in writing as far is advance of rcquincirri as possible.The COYTTLACTO;t sha.l net cons ide-as binding.any ir-formaticr,or approvals received by the SUBCONTRACTOR verbally ordXCCL from the Archicet Owneror any olhe-third parry.Any additional W olk performed witboutw'rileo 21111mr®tion from Aetna Cortswaetior.Corporation will not bit acknowledged. ARTICLE N3-SHOP DRAWINGS AND SAMPLES it is uader<_tcod and agreed that the SUBCONTRACTOR shall stibm rt necesary dnw^ngs for the ARCH'-ECr and Inc CONTRACTORS approval and supply ssuficisrd appmsed priors to noel job regt¢reahents and furnish smmpla Il:hc ARCHITECT and the CONTRACTORS approval.BY submitting steep drawings and samples,.he SLIBCO1,1RACITIR Hereby represents that be has determined all measurements.field mnstnuc1on eriei*mmcnals.cetalog . numb¢:and amilar dart and that he has cacekcd and courdiralcd each shop dnwng and rmiple with the mgllircritens of the Work.the Contract Document;and cxi;tmgjobsiceondalons. . ARTICLE)OI-TERMS Ar%D CONDITIONS ,. Tlr.CONTRACTOR shall not directly or iadirccily control err marragc the SMOONTRACTDR.Thc CONTRACTOR shag not give instruction or larders dircmly to employ=or agents of the SUIJCON-TRACTOR cxcex supervisors with¢gad w txde:mancc. It is understood that controcls wig be awarded by CONTRACTOR and labor will be elr-ployed on die Project withwt dscriminamicm as to whether employers,agents,slpp liter candler Sl:bcontra:tors of the CONTRACTOR,or airy Sabco ntrAd0r,incWding those that may be eowlcyed by Itm OWT ER of the Pcojccl,arc members ornon-members of ao}'labor er Oollcctiye bargaining organizations and the SLTHCCNIRACTOR accepts this Conrad with tub understanding. Thai shall be no maniferaliaes on the Nei=Of any depute bc�- con aoy labor orpnizticn and Ibe SUBCONTRACTOR.Thc SUBCONTRACTOR agrees to employ iadividaali,4cau.suppliers and Subcontractors'whO will perfomn the Wad under this Conuael-xhether or not other crnpbyas Or rrrechmies on the Project lac members or 000manbers army labor or collective bargaining organii=ion The SUBCONTRACTOR s`al at A lima supply a saff char numha of skill workers to perform the Work covered by this Agreemexn with pmmpincw anddiliaeuce.The SLC3MNTRACTORag-ce5 act to participate in apetmitany cessation oRYocs which is the resultofasv hbcrdispule,regardless of . �:fi bit raid labor dispute iavolvas the SU13CONTRACIOR or any Other aaptove om the Prai Apr UV 16 UV:Z-Ia •. - Page 4a15 hamidous tmrk sirs and therefore.agrees to make aIt - - The M;HCOVTRACTOR acknowlcd3—tnat:.ons"agco saes errs,Sy t pide,ewe.Po perialb' soppagcby it's es or[he teosonable drorts to mniatain a safe jobsite and ftttdier agrees not ro parti-f_m m,xt to puma 2Yu WnCNoo is whethx,,d workher said ssafe:y dnput"a"Oh"'the employees of its suppliers or subcontraettxs other than those witch resna from ah¢o dangm TRayoR.er ap:oy the SUBCONTRACor eSUBNLCUeYeesrba toluatary or jtyaleatary O\YNER the CONTRACTOR- ntofdwCONTA ACTOR a,w-ddtherebeawodtstopp4cmusedbrasuikc.pa.�tmg.boywcofth . ceaCttumn of Wodc by etrp:oyccs of the SL;7TCO\TRACTOR,his agema.suPP:iers and•'cr Subcontractors,•xhieh in foe sok jerfgro C'^OA stall base the right to declare the SUBCONTRACT?3r2 in dcf ru:[oFthis urlderstandmg and Agcancat and or.an the _ well causeor is likely to oust a delay in the pvgcm of construxion,tlxa upon h+:ertty-four(24)ha is wrdlea notice riding a d caber in hued,by 1 or rcgis:cred marl trier CONTRA pgiving 3 erformed byhe15.6CON'fRACTORORch:di SFmshingtEe 1,0211 have the right worketh 'DempMYeesord:oseofaoot crtr55abrnrdranorr(nsuchhevennt,theoc r use on the CONTRACTOR shad have tac:20d ED ta.'(e possession ofanduse all ofthe SUBCO CTOs inlema�t'in the Contract Pials,(exclusivu f icc�lf the rncost oded ff the eomPl^t.or•. Work The test of the era ntpletimshallbeeha:Fyd againsithe SUBCONi'tACT01 a the CONTRACfO2 Suter cxccss exceeds the SLUCONTRACTOR'S remaig interest in die Conn-ad Pace,then the Slr-CCONTRACOR apes u PY within airy l30)days after prcscntttion ofdocumar•1ed written demand for such excess as I�ban made upor him by the CONTRACTOR• if the SUBCONTRACTOR defmu[U or nogle,t ro carry outtbc Work in aceadaex with roe Co:.tracx Doc or negi e,wn Or ith within twenty-tampon ss.th after rccdpt ofwrium fee fmm the CONTRACTOR to conammoa and con tinuo COlmChmt of nsh default or neaeeto wchlnorna -CONTRACTOR CONTRACTOR dull[have he right to declare the SUFICONTRACiOR m delaah a f Iha Coetmot and upon the meet,b shall hater the right to taker such steps as arc noes to finish the vco:nplcted portior.of the P/o8[n be CTORtsh�dr the SUBCONTRACTOR�OA�mduon og . finishing the Work with its own employees or those of enather Subcontractor.in sash event.the CONTRACTOR OR'S materials(exclusive of loots)-intended far use on the Work The cost O[cornpletion shall be charged against ttte and use a0 nfdte gUBCONTR.AC SUBC091RACTOR'S mmaining interest it the Contract P.the CONTRACTOR such completion cocas wi�GRcta(15Cd TRAC7Oo&o li o ofdoa mcaLcli Coahael Price,then the SUBCONITRACTOR agrees ro pay writtc demand for such excess ac hasbeen made-til,.the CO\TRtC[UR, . In the event of arry inconsistency be-ccn the pmvaions of this Attiek and the Contract Docwnrnts.the Pm-•isioos of this Article shai!"0'apt Any - provu:ons ofthe Contract DacwaenLs with teepee[to arbi ration or determination ofdisputes by he Architect Arbitrators,err others,shall not apply to this Labor Clatsc- In the chant the SUBCONTRACTOR is sound in default o`this Agreematt for T Ras dcseri'xo abuser,the Sty-3CONTiTACfOR agrees to make all . cWipman eat and material orders ndated to the Project assignable to A:e CONTRA d u ticm as that included in this Article XL The SUBCONTRACTOR shall®c do similar.eag"r-an all ASrcemc:ttc web his Saaya and 01 be �P beaefd funds.if The SUBCONTRACTORagm:s that be wi l male time:,v Payments afwa�to employ ees and of-0 df�Pen r�i•ent oFsaid wages and fmgebcacfdsfaral' " :cquied to eta so I y a collective baicninim A€rcCJncM and will Provide he COMRACOR wQkr Pre hours war W- pn this Project has been madc.4hen Mqucstcd to do so by the CONTA ACTOR.The Si16goat of CT97 mgro that in thpaymt said payments have oat hart mach he will hold he CO\'M kcTOR bumkss from any and erg babday arisirgout oCtre Cailure to maker such payments on a tritely bads. ARTICLE X111-GUARANTM . -Aofcne(11 year frominedateofcompletionoftheentire%'ork TF.e SUBCONTR AtC-M gun xu=aL W ortf under this Subcc meat,to be is conforma-roc wiL1 t:'re Agrea-reel belwcen d:c 0\VNE&and CONTRACTOR and against doftelitc w•odanauship.materials.an d equipment for a Pai. Y unless spatf'rcally noted difCema:y in the spaifrcatiaos,in which user the sp office ions shalt gwem,and for-.1ber that all R to the SUBCCO•TRACTOR of any[su h defect under this Subeootrecl shag Ire ndw-unFess olhW'ise speciC�ed.UPan••vriuca notice Loa.the CO 5�aure m elo so promplty.rite CONTRACTOR-i(t the SUBCONTRACTOR w0i athcrmake-her necessary repairs and in the event o`SUBCONTR make wch repairs,indud'mg the Work of oUrerti at the SUBCON-rP-ACTOR'S cKpense. AKnCLF.),1V•CLEANI?GOP times kc:p-,he e from te The SUBCO\7RAC Oitsbakfr %-oaUde mtothhe dum atcr o ar.corn of the\ark,tFuc SUBCONTRACTOR,h�s empbym agents ak or rubbish cm:scel by his emplOvmi,ageprovisionnot ( be CONTRACTOR SST)SUBCGN7RACfORS Shull leave he penises in a clean and wvvwa,per cTm^hed'laccefaay caning atrtl c SUBCONTRACTORS expense. upon either verbal orwrkxn notiftaation[n the SUBCONTRACTOR, [1C ARTICLE)t'V-1\SPEMOS AND APPROVAL _ horized _ Is bavin A:l workmanship and materials shut be subject m an tunes w the asPenio¢and approval of tic CONTRACTOR.ARCHnl-iCTand OWNUR to•xhea jthe,urisdiction sa alien mr.The StimiY SM1RAC'rOR'>ak Pm where cFuctOrYpxd to rcoove kom the by the duly tsi a or iuilding alll""taials coadercned bythic CONTRACTOR.whether warted oranwmrkcd,within hvrnN Ceur(24)hours aftor receiving wNter.rtohx from the CONTRACTOR to do so,and in a an,.waal'fiats ins°�fps te he whidr the ARCHITECT m C-0VER\"\fET"TAL EITM small.by like uTi:l=notice,eandcon as unsotud or imProper ar as Phmane ARCHrn7EC s,reCOVE"M Wide mataisls and saarlearms4i0 ear isfaciory'to the ARCHTECT,CONTRACTOR or ORT ER wvhout additional eWnsestotheL"jN",RACMR,ARCM[-CTerrOWNER. ARTICLE`(4'f-TERNIINATION AND CONTRACTOR'S RIGHCTO DO WORT( Should the SUBCONTRACOR be edjndeed tankupl or make a gencm�,ssignrocru for the bcee it of creditors,or 1 a reteket sbouid be appointed on CTORalanytimerefn:eorn�kettosc7plvasnffrcim:tmmbecofproperlvskilledw+orkcsor atrnn:rt of its irsotvency,or ,shun-dtbe SUBCONTRA roux the Vero rk wrth prampmess utter diligence in kxT.ing with the thrn esistcig Job suffKknt materials of the proper quality',or fail many msT r t P page or interfeacnee of else Work orodm trades an the job. Progress Sdtedule,o r allow a lift to be filed against the building,or muse by any m hemection the �munincd.or fail to comply with any order p%=to it by the or fail i¢the apmion ofthe CONTRACTOR in the poibrmaem Of any of the npoc CONTRACTOR in aeeardance with the provisions of this Subcontract,the CONTRACTOR shall be entaiod to provide,,`o:lhe aecoua:of the SLIHCONTMCfOR and wahont temrioat hug This Subcontract any web labor a:matcrials after rweary-four(24)hours no:iee:o that effect and to deduct the m. _ liaaecs and ecru ipmeat and - cos•.CoNT from a =d them due m li the:e:rSubc become due,or dtc CONTRACTOR at�option at any time may'tormimata this Suncontmet after ino twenty-four(24)hours notice to that cTccL and enter irlo and h to Pmseaac the Work an on such trnns and cort"ttonss As in hero le opiolcn Of the through itself err others prm'ide labor,oq p CONTRACTOR shall be decmed ae"3T, ,and 1C'ONTRACroRS otw•erhea¢bOLt�Cmmlanyenoey'r hen due or f validity o herhea:�\er1 become due to the th .f induding an amou'rt equalto LS:u representing the SUBCCNTRACTOR undartta SubMntma.[f the COhTR.4CILi so teranartrax has he SUHC ccl?kO by the shall not be entitled ro any Per ha payments ender this Sabcommet until the work eov-cred by this Subcontmct has been completed an d aeeeptod by the ARCLRTEC-or OWN ER and Foal payment has peen rent•,.-d Sv dtc CONTRACTOR. CCOR: In the event that the unpaid balance due exceeds the cxpense irrcurred by the CON(RACTOR,the d)Ji'crarce shall be raid m the SUBCon dem Frrt it suds expense exceeds he balance due,the SUBCONTRACTOR agrees to pay the dilTerence to tlrc C0h"TRACTOR mritedis[e ly upon demand. The SUBCONTRACTOR shall t—ad T axy axer add Nocosuticc Acuffec c dinned grvc he bythcCONTROLCTOai clotby c craa d when called f by ter cPhanc or tal"g-i'll - SLT�O'rMA.CTORinctidmg iq Apr UU 16 U,9:LLa ' r Page 5 of 5 ARTICLE XVII-LIENS - The SUBCONTRACTOR shall Iaatcet his Work and dte'auild'mg against any eLtims,attachm"u.rertrairimg ordcn or any liens including Id'3orces, - asechanics.and matenabnan a Erns arising oto dike Rork pe.Tormod under this Subcom Lane t which if estabiisbed raight read erthe CONTRACTOR liable ex obligated to the ownsor oro:hcrs to discharge titer dais w ahzchmcny testraatin g ardrrar hen whxh is dtargmOle to the SUBCONTRACTOR and shall any ciahn be amened or any saeh attachmenL rostraning order a Ii-n arise orshouId a supp;it rof the SUBCONTRACTOR a be paid by the _ SUBCONTRACTOR,Line CONTRACTOR moo retail(or at the COl`-IRACTOR'S discretion pay ovv to Lhe supplier)from any povmeni than Or thereafter due mamouctsuStci:nttomdentnTycompksdyagainstibesame without legaldGermmationofthes2GlIIy thereof.and sbealdtheclain.zc:s bme�.t . rate inirgorder or lien exceed such in amount.the SUBCONTRACTOR shal.pay to tie CONTRACTOR upon demand all additional semies paid by the CONTRACTOR:o discharge eompleteiy said claim,attachmeo4 restraining ordx or fins,The SUBCONTRACTOR dots hereby ague not to record am'hen on his own behalf. ARTICLE XVIII-INDE.MNIFICATTON To the fullest extent permitted by aw,the SUBCONTRACTOR hereby sdsuowledges and agrees dta:it shal iedermify.hold.rarmLass red defend - - the COYTRACTDR.OWN&I,VLCHITECT-tdcaehofthe¢raspcctr+c agents,officers,dircetors,members,employom,a:1&ta,sussidsaies and partners from and against all chute,damages,liabilitres,mteresG judg.mcnis,scidern sus,loses and expenses,:including-but not h.•oacl to.aucm-y i fees), arsutg our of or resulting from.the perkrrrznee of ike SUBCONTRACTORS`bark and;orareing out ofe.tesulting from any act oromssion of tle SUBCONTRACTOR.its mp'oyca,agartc or s'ibcommustors. _ ARTICLE XIX-SUB-LETTING The SUBCON7RACTOR st not sob-Icr mkt the Work covered by this;Subcontract or my wrtiw thereof and shall not hypothecate,pledge or assign any;ray;m me coaiig due heretmder without the prior written consent of fhc CONTRACTOR. The SUBCONTRACTOR agrees that he will be responsible for the ace did omissions of his Soiconlmctors and their employees to the same extent that do is respomibk ktrthc acts acid omissions of persons diecdy cmpLrycd by him ARTICLE XX-ARBITRATION . If the eD:urad be:wtan the COT-17RACTOR and the OWNER provides fer Arbirratina ofdisputes and should the CON-MACTOI and the - SUBCONTRACTOR fail to agree,on any gaestion arising tmder or in connection with this S-abcocraci.othetfan aquestim upon which c decsim by th- is to bcfnal,thodspme upon application by either party shad;bcdecidcd by arbitm:ion in accordance with the Contraction Industry Arbitration of lbe Ameri ar-Arbiuntioa Asseciatiac!teen obraiaing,unless the parties mutually ogre-oLhmvice.Thaag=mcnt Lo arbinic sbaB be specifically enforceable ands the pt n::6at arbiurtion Law.The award rmdenrd by t!te arbitration shall be final and judgrtrmt my be enrcmd upon it in accordant with appbablc law lot airy court ha'.ing jwsdiaion thcrcof NIotce ofthe demand for wthration shn:l be fly in writing with 6e other pony to the Subcontract and with the American Artruratiun A.csaciation and a copy shall tc bled vAth the ARCHITECT,is any.T lrh The demand for amtion shall be made within a mosonablc tine a0cr t:w cl din,dispute or other matter ut - questiam has arisen,and in no event shall it be made after the date when instimLing of Legal erE•quitable Preeeedings based on such claim.dispute orothx matter in question wmatc be batten b-the appamble smium cf limitmions. - ARTICLE NM-MISCELLANEOCS PROVISIONS This Subeontmetsuposedes and annuls all xio-quotaikms,correspondence and ag;rcemea is-whether verbal or wrhtm. The SUBCONTRACTOR expressly acknowledges and agrees That lie_s an independent Cont ac-or,and notbinbbe.•ein contained shall be construed to cwslrure SUBCONTRACTOR or my SCB SUBCONTRACTORS under him or any of their misccti-re agent,rcirmsmiatives or employees,as an employer ofthe OWNFA or the COIrMACTOR.This Subcontract shall nor"rind nor parpon to bind the OWNER,but may be assigred by the CONTRACTOR to:h- Re SUBCONTRACTOR agrees to comply with the OWNER'S regulations with mlicic tc-to his cmpbyecs employed at the building site. ARTICLE XXII-BONDS :f roquncd in the Agrccmeat.the SUXOh TRACTOR will fum'ICLt a 1lNY%'t Performance Bond,a 100%Labor and Marc.W Payment Boad and a Lien Bead.each:n a xam carat to the Contract Ptiee in Arielc 1 htveof in favor of the CONTRACTOR and in a form acceptable to the CONTRACTOR and issuct1 by a Surety a.ldtetized to do business in the Slate of the localu:n Of Ib.Project.The SVBCOYCIW,70RS failure to deliver satisfactory Bonds within tee(10)days after the signing of This Contract or oo demand seep be deemed a mu:rial brea-h of 1h s Contract ,AR71CLE=II-PROVISIONS REQUIRED BY LAW Thu Ayrement ii headed m inrwpemm by retie all applicable Mvsiors of law which by hew arc required to be incorporated in this Subecntm� - ARTICLE XXI V-ENTIRE,CONTRACT This Agrcarnam shall comtkute the entire contras.be woen thcpartics and may nor be altered o-amended in any—pod except by writing duly eetxuned by the panics hereto. - AR71CLE Mr-SEV ERA BILFI-Y Acy article or provision of this Conrct which maybe deemed in violation of bw shall act afrm-.in any manner the mms;ning provisions Oft"' Contract. N WITNESS WHER_OF,the parties h-rco have executed this Agreement the day and yearwruen aid sigr:ed hcFzto- ACEUXPpstrictim Corporation ATCO By: Date: ZJ.��3 Date: 2 A, h or L Apr a SCHEDULE "A" CONTRACT DOCUMENTS&SPE IF CATIONS -VsndGSubcontractor: ATCO Project: Lakeside Commons Subcontract No: 2011-063-014 Completion: ACELLA job#: 2011-063 DATE DRWG# DESCRIPTION SEE ATTACHED DRAWING LOG Acella Construction Corporation D INITIALED 13Y CONTRACTOR f ? fJLL ATCO D TED INITIALED BY SUB-CONTRACTOR Apr Uy a SCOPE OF WORK -ADDITIONAL SPECIFICATIONS "Vendor No: Project: Lakeside Commons Subcontractor: ATCO Subcontract No: 2011-063-014 ACELLA Job#: .2011-063 Completion Date: Per plans with specification details developed by Brown, Lindquist Fenuccio and RaberArchitects, Inc drawing numbers A1.1 through A5.1 dated March 30, 2012. HVAC labor,ALL Controls(labor and materials), Registers, Exhaust Fans, Diffusers, Electric Heaters, Air Balancing and Rigging: Acella Construction Corporation INITIALED BY CONTRACTOR DATED ATCO INITIALED BY SUB-CONTRACTOR DATED I Apr Uy 1:J VV:ZUa "SCHEDULE'S" Vendor No: "Project: Lakeside Commons Subcontractor. ATCO Subcontract No.: 2011-063-014 ACE!_LAJob No: 2011-063 Project Completion: Provide all labor,equipment and materials necessary to complete the following Scope of Work complete,in place and in accordance with the Contract Plans and Specifications: Item Cost Contract Unit Contract 9 Code Description Unit Quantity Price Amount 115500 HVAC LS 1 $57,750.00 $57,750.00 2 Design LS 1 $3,600.00 $3,600.00 3 Electric Heaters LS 4 S400.00 $1,600.00 4 5 6 7 8 9 10 Total Contract Amount $62,950.00 Scopeof Work Includes: 1 All work in accordance with the project spedfications,drawings and addenda 2 Subcontractor to sign&return Letter of Intent by FAX prior to issuance of Subcontractor Agreement. 3 All schedule T"items are agreed to in this Subcontractor Agreement. 4 See attached Scope Sheet. 5 6 7 8 9 Qualifications: 'I Certificates of Insurance must be received by ACELLA Construction Corporation prior to work 2 All subcontractors&their employees must wear safety helmets on all ACELLA Construction Corporation Projects. 3 PLEASE FORWARD ALL REQUIRED SUBMITTALS AT THIS.TIME AND A CERTIFICATE OF INSURANCE NAMING ACELLA CONSTRUCTION CORP., Lakeside Commons as ADDITIONAL INSURED 4 ALL SUBMITTALS WILL BE SUBMITTED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. Acells Construction Corporation INITIALED BY CONTRACTOR MATED ATCO INITIALED BY SUBCONTRACTOR ATED I � 24 HOUR atinum Protection 8 Services, LLC Protecting homes and businesses every day To: Thomas Perry Building Commissioner 200 Main St Hyannis, MA. 02601 P 508-862-4038 Re: Lakeside Commons 1555-1575 Route 132 Barnstable MA Subject: Final Sprinkler System Affidavit SP-1-3 Date: June 24,2013 This letter shall serve as a Final Affidavit for the above-referenced building and that to the best of my knowledge, the provisions of the building code have been complied with and the.area of work meets all necessary requirements for the proposed use and occupancy. �t1 OF oaf MICHAE. Signatilre J. DIMEO chi No.32201 FIre Prohctbn � SiEF� 1 Subscribed and sworn to before me the 24th day of June 2013' ,f PAULA J:VARIEUR Notary Public otary Publl cr UfCOMMONWEALTA'&MASSACHUSETTS My.Commission 6x 4es January27 20»., My Commission Expires: January 27, 2017 855.99PLATINUM 1 774.319.5235 1 Fax 774.319.5236 1 PO Box 764,Westport, MA 02790 1 www.platinumfireprotection.com O�IKE F Sign TOWN OF BARNSTABLE Permit MASS. 9�'0tF0 4�� Permit Number: Application Ref: 201305079 20070897 Issue Date: 07/30/13 Applicant: SILVIA, FLOYD J TR j Proposed Use: EIGHT PLUS UNITS Permit Type: SIGN PERMIT r Permit Fee $ 150.00 Location 1575 IYANNOUGH ROAD/RTE132 Map Parcel 253019T00 Town CENTERVILLE Zoning District SPLT Contractor PROPERTY OWNER Remarks 66 SQ FT OF SIGNAGE FOR NEW YORK LIFE ONE SIGN 50S Q FT DETACHED ON ATTACHED TO BUILDING 16 SQ FT Owner: SILVIA, FLOYD ] TR Address: P O BOX 430 OSTERVILLE, MA 02655 r— Issued By: p �'�-- POST TINS CARD SO THAT IS VISIBLE FROM THE S REET TO 0 S TAS! 4 � . (,:'KM of Barnstable ?A13 30 ii!... Regulatory Services. � �7 MASS I'hbmas F. Gei2er,Director l,y i679 A1� ,'moo MAC aBuilding DMszon l _. Torn Perry, Budding Commissioner 2001J:. n Street, Hyannis,MA 02601 v, ,VW.toyvn.barnstable.ma.us Ot%,ce: 508-8 52-403 8 Fax: 508-790-5230 Permit 4._..0 Building Official approving_,. .. .kpplication for Sign PP7"7 i I'Lpplicanl _.. Assessors:NO, Do B ing usiness Sig Location -- - � Telephone No !:�O OR) .V Sb-eet/Road: _7 JA 6 <oningDisizici; old' tg GYP Y'lSpyannis hTstor is'_�istrictP 'F�ropeijy Owner Jae: 73-- = Telephone:_.. 4)' Address: Sign Contractor — iaroe: \ �L Telephone 5cDE) r c7's ' i`ailing Address: r ._ `l 'SU Description — I 'ltaa,e follow the cover directions.'.You;nest have an accurate rendition of si ruts dimensions and loca j*ou. �'` j Is the si.;n to be electrzfied? Yes/f'?'-,. (Note_Zy'yes; a Winn pelm�tls.re Cs 50 , g. trurr•_ I Widthf buil j „' c (�herk.one Reface ems ' V I iVew` Total Sq. Ft of proposed iti .. (s) _fyou 1ave additional si - gns please afi�°a sheetlisftDg each owe wJtl dimen sic I Fre icing an existing sign Please pro:-ide a picinre of the existing sign with din, hereby certify that I am the owner or d:1.at I have the authority of the owner to,*. this application, tsn=the information is correct and th u&e use and construction shall conform _;:.e provisions of through §240-89 of the Towr,r.':Ba=' table Zoning Ordinance. o-gnat rre of Owner/Authorized Ag n _-_ Map Page 1 of 1 Town of Barnstable Geographic InformatigRn ,System ,f New Search Home Help Parcel Viewer Custom Map Abutters Map Size Zoom Out Min ,yamFull J • _ = JPG Map 253 Parcel: 019-TOO Pro perty Arm ;r "Location: 1575 IYANNOUGHAL ROAD/RTE132 Info Owner: SILVIA,FLOYD J TR 17�5 i3a4W 6Sl1J.JJt.11L•,iS1ai1 ryjr Map&Parcel 253019T00 Location 1575 IYANNOUGH ROAD/RTE132 1 Acreage 2.58 acres Ad,.y a�mc� Mailing Address SILVIA,FLOYD J TR SIXTY NORTH STREET REALTY TRUST 1 E P O BOX 430 OSTERVILLE,MA 02655 Extra Features $0 Out Buildings $0 h Land $574,100 Sha/!Ow Pony i Buildings $292,400 Total Appraised $866,500 d 39 Fe Extra Features $0 Out Buildings $0 / Land $574,100 — 391 l�Al p Buildings $292,400 Set Scale 1" -' I Photos _�,� I MAP DISCLAIMER Total Assessed $866,500 J Copyright 2005-2010 Town of Barnstable,MA All rights reserved.Send questions or comments to GIS BarnstableMA v1.2.4748[Production) . V �a 1 I i http://66.203.95.236/arcims/appgeoapp/map.aspx?properryID=253019T00&mapparback=253019T00� 7/9/2013 d Y i a 1 f' fi 1 M j \ i i 5 t J - , i e I • 'f I - � q N address correction: 1555 tel# correction: 508 420-0226 I i 1 I t _► 40Y7-77 l �w: t . y 7 f t T ....-...1' r .L.tl • O_D�� • A c0 •�•'_ CUSTOMER PERMIT No. DRAWN BY DATE: MATERIALS APPROVED BY LOCATION: P.0.! REVISIONS: SCALE This is an orgnal unpublshed drawng neat,by Plymouth Sgn Comparry,Inc It.is submitted for you personal use in connect on with the project being panned for by PlymaAh Sgr Compa y,Inc It is not to be shown to anyone outsd.your organzaton,nor�s d to be used,reproduced,copied or exhfided in any fashion whatsoever AU�o�r artyp arts of the des (excel regstered trademarks)reman property of Pymoum Sign Company,Inc Charge for design without permission of wYrroulh Sign Company, is 350Qo. NYL -.- BOSTON GENERAL OFFICE' - HYANNIS.- OF-FICE 1555 & 1575 ROUTE 132 BOSTON G.O. HYANNIS OFFICE BARNSTABLE; MASSACHIUSETTS ' ` NEW YO1555& 575 ROVE TC320 ANY - - BARNSTABLE,MA 155581575 ROUTE 132 ' FIRSTAND 'SECOND FLOORS w,An eBCfplRor88ECONDFL00RS ` SITE LOCATION KEY.PLAN CODE REQUIREMENTS DRAWING LIST N APPLICABLE CODES AND STANDARDS 1555 a 1676 ROUTE 132 K ARCHITECTURAL (JAMES A.GADDIS,ARCHITECT) ; INIERNAN"NATI BUILDING CCOE-'SODA EWRON X- ANALYSIS 1 ON;SECTION 304) _ "AMERICA4 N 7ANOPAD(AN BARRIER FREE SUACmE CODE ANAL 009 EDITION. T-i TREE SHEET • r q _ , USE GROUP - A-1 1ST 8 2ND FLOOR CONSTRUCTION PLANS -A BUSNESS GROUP f - A•1.1 CONSTRUCTION DETAILS AND DOORMARDWARE SCHEDULES ,� ) A$ 18T 82NO FLOOR REFLECTED CEILING PLANS' ALLOWABLE AREAS pfic-1aW EDITION,TABLE w3> ? - CONSTRUCTION CUSS-LIB NON-COMBUSPBIENNPROIECIFD W/FULL SPRINKLER SYSTEM USE CROUP .AREA ALLOWABLE AREA OF DESIGN UNSEPARATED MIXED USE D L 1n • � Bu9NES5 O1WP ER ' wUNU im AREA •73000 SO F7. FIRE RESISTANCE RATINGS' - Dec-zWB EDITION,ffcnax eDt,TABLE 601) • y,_ Y PARTITION WALLS LOAD BEARING: OXWRS FLOORS: OHOURS PARTITION ' S:. - W O HOURS ROOFS: 0 MWAS +' COLUMNS: 0 XWRS ACCESS CdWIOdi ' O FIFSRATING IN SPRINKLED BUU➢INGS :A. µ OCCUPANT LOAD FOR EGRESS( (IBC-2COD EDHTIOH,SECTION ICU{-iMLE ICO/.i.l) y� USE OiWP NSA .AREA OCGIPART •OCCIPMTS 5 1 F.,( - ry•!, B-151 BOOR ]794$0.FL- ICU GSF/OCCUPANT 76 - -7,778$0.FT. 1W GSF/OCCUPMT 78 - , - .. ?P' •-fg•'1. 9 150(METAL) _ F MD FLOOR FIRST FLOOR' EGRESS CAPACITY OBC-2009 WRON,SECTION 10053) NM SPRINKIFiR SYSTEM - GRWP A NDTH ODWPMi OCCUPANTS WIDTH.REWIRED NIDM FRONDED - _ - .. • . DOORS,RAARS,CORRIDORS ..IS• 158 27./' - - I!4• - r. EXIT AND EXIT ACCESS DOORWAYS OBC-2909 EDITION,SECTION 1015) „ - - OCCUPANTS EATS REWIRED EXITS PROVIDED OVERALL 84 WNG' . IS] 3 s - - LENGTH OF TRAVEL OBC-7009 mmON,TABLE 1016.1) • - _ R ..!JW'.(WIN SPRINAER SYSTEM). ACTUAL DISTANCE FROM MOST REMOTE AFEI,-IOC-0• - •. - ! MINIMUM CORRIDOR WIDTH (IBC-2009 EDITION.TABLE 101e.:) • .` - - NINMUM 00 MOOR WIDTH REWIRED-44• - , • '' .} --NINMUM CORWDORWDTH PROVIDED-W " - INTERIOR FINISHES `(IBC-1009 EDITION,CHAPTER B) ^ ,• r y SECTION.803-WALL AND AND CEILING LING FINISHES 1- All WALL UN S All BE AS FOLLOWS.. - + • - 1 FILE.SET 26, 'VERnc&EATS- CLASS B NTH A FUME SPREAD OF 26-75:6MGKE DEVELOPED.40,MINIMUM _ INeMa.. Dewerbtlon IL Date20 ':Y EAT ACCESS- CUSS C NM q M1JE SPAEM OF 7S-2OD;SMOKE DENlO°m 0-490,MWNUN - h t • -. - .. - ROOMS- CUSS C WITH:A FUME SPREAD OF 16-ECU;SMOKE DEVELOPED O-150,MINIMUM. - , APR 3 ' - SECTION IN-INTERIOR FLOOR FINISH. .A - A• p�� L - ALL INTERIOR FLOOR FINISHES 9101E BE CLASS 2 0.12 WATT$/CM1 OR GREATER,MININUN:' C? o. 0940 C ER ORICHES SECOND FLOOR - J _ F9�TH,OF uA DEMOLITION NOTES ELECTRICAL NOTES. GENERAL NOTES ± PLUMBING RISER DIAGRAM a I. OEMOUnON WORK SHALL BE DONE IN STRICT CONFORMANCE NTH MASSACHUSETTS STATE BUILDING CODE. - - - - - I.THE OOPS OECTRICAL INSTALLATION SHALL ALLY MEET ALL ME I: ALL NOR 15 70 CONFORM 7O THE RULES AND REGULATIONS OF 2. PROVIDE ALL TEMPORARY BARRICADES,RAUNGS,UGHTAO,ETC.REQUIRED m PROTECT THE WORKMEN, REOURENENIS O ME NATIONAL ELECTRICAL CODE,THE N.FPA.,THE UFE MASSACHUSETTS STATE BUILDNG CODE. , A PPMCAB es A.Gaddi Architect P.C. M +^*OWNER'S PERSONNEL AND OTHERS FROM INJURY DUE TO DEMOUTION WORK. PRONOE FREE AND SAFE SALTY EWE, NO All OTHER A LL CODES MO ORDINANCES - s • Jam S, , PASSAGE OF PERSONS TO AND FROM AREAS AND FACIUTIES MICH ARE TO REMAIN. g 1 ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE NTH _ ' Y 1.THE EXACT LOCATION OF ALL CONDUITS,PANELS,Fl%TURES, THE NATIONAL EUCTAC CODE AND ALL APPUCABLE LOCAL CODES i RE TO EXISTING VENT STACK p. ArIlIIIIUre TRANSFORMERS,ETC.SHALL BE DETERMINED IN THE FIELD, _ - A®"Q' •' 3: THE CONTRACTOR SHALL AT ALL TIMES PROVIDE PROTECTION AGAINST WEATHER-RAIN,AND,STORM. AND SHALL BE INSPECTED MO APPROVED •'4 - - TO VENTS MIRE ROOF _ - R ' {•h FROST OR HEAT-SO AS t0 MAXIMA ALL WORK,MATERIALS EQUIPMENT AND FIXTURES FREE FROM 3 ME MOUNTING HOSIT OF ALL UGHRNC FIXTURES SHALL BE THE }, ALL PLUMBING WORK f0 BE INSTALIm SIN STRICT ACCORDANCE ^- \ ---�• A •' , n +, w Planning' ` i DAMAGES.REPAIR ANY OMAGE TO PflOPFAtt OF ME OWNER N11d1 IS 1O REMAIN IN USE,DA THAT OF DISTANCE BEMEEN THE FINISHED FLOOR AND ME BORON OF 111E FIXTURE, WTH ME MASSACHUSETTS STATE BUILDING CODE. -J- e ` ®®' 'HFy ANY PERSON,OR PERSON ON OR OFF ME STE CAUSED BY THE DEMOLITION WORK WITHOUT ADDITIONAL - RECEPTACLES SHALL BE MOUNTED V-6'AFF,LIGHT SMTCHES SHALL BE - BREAKIRM.227' ... - ' x 4. CONTRACTOR TO'EFFECT AND MAINTAIN INSURANCE,I.E,-A - '� + - ., ,.t as Design .N ' EXPENSE 70 THE OWNER, MOUNTED/'-0•ART.AND ALL PM0.5 SHALL BE 8'-O'AT TO TOP OF '- �a ' ' wAr , 4, PERFORM THE DEMOUAON WORK IN SUCH A MANNER AS TO PREVENT FIRES REMOVE ACCUMULATED PANEL,UNLESS OTHERNSE NOTED, :. CONTRACTOR'S UABIUTY,WOAKMAN'S COMPENSATION,COMPLETED : .,; .'. + ' I11 ' . - 0 Sycamore Avenue,Suite 32 -- 165 91 K •DEBRIS DPRO MPNL'A EGA,,DEPOSAL BY BURNING NLL NOT BE PERMITTED ON SITE.All DEBRIS STALL BE {,AIL OR E NO BREAKERS ARE SINCE POE 20 AMPERE'EXCEPT AS OPEAATONS,ETC,ADEQUATE FOR OR OPURPOSESCOMMENCING IN THIS PROJECT •-. T. . ., y - ALL PRE SEES AND WATER FEEDS SHALL BE A9 REO'O r - �' - - • .,t 631-518,48 11716 " •' DISPOSED OF IN A LEGAL,NORNNM-LINE NMNEP, OMEANSE NOTED ON PLANS AND SCHEDULES � ': ANO FURNISH,PROOF OF SAME PRIOR i0 COMNENCINC NM YA7AK. t , • • 2 BY EWE.PROVIDE CLEMWIS M REO'O,BY CODE - * - -'.. "AA �1531585-0844 f 631588-0847- +r J " •; - 5. ALL SALVAGEABLE MATERIALS AND EQUIPMENT INCLUDING FIXTURES,FURNISHINGS AND DECOR ITEMS '•9. CONTRACTOR 10 NOTIFY ARCHIIEti OF FIELD CONDITIONS OTHER '" , - - `' SHALL BE STORED AND PROTECTED FROM DAMAGE UNTIL THE OWNER DETERMINES THE COURSE O ACTION 5,ALL NAINO TIERCES SHALL BE SPECIFICATION GAME,RATED EO AMPS, THAN THOSE SHORN HERE OR OF DIMENSIONAL DISCREPANCIES PRIOR No [ NTH METALUC COVER PLATE,COLOR AS SPECIFIED BY ME ARCHITECT, i RASE EASTING WASTE,VENT @ SUPPLY LINES - ,. r TO BE TAKEN MM SANE. - i0 COMMENCING NTH ROAN AFFECTED BY SAME ,'NHEREEVL7i POSSIBLE _ eo,on'c Ar rx •, , + cw.i�Ho MHvuoi sum 8.•PROTECT AND MAINIAN LASTING UTILITY LANES WHICH ARE TO REMAIN IN SERVICE IN SUCH A 6�ALL POWER MIND SHALL BE COPPER TIE AND MINIMUM SZE SOLID OR S. CONTRACTOR SHALL PROTECT,PATCH MD AFFAIR ALL EXISTING $- KI xT o THc A—T_ - MANNER AS TO AMD INTERRUPTION OF THESE LINES, CAP ALL UOUTY LINES TERMINATED BY ME STRANDED 91AlLOA THIN(a AWI;AND ANDED ONLY MO LARGER. 'WORN ADJACENT TO HIS WORK,OR DAMAGED AS A RESULT OF HIS . -� � Y - DEMONRON WORK IN A MANNER APPROVED BY ME COVERNMENTAL AUTHORITIES AND UTILITY CON, ALL WRING TO HAVE INSULATION NTH.A MINIMUM TEMPERATURE RATING O' ` .. - - ,A• ' NANNC JUAISOICWN,' 75 DEGREES C WORK. - " '. - ^.' •` S' TILT.,., - g i, PROVIDE DUST-TIGHT PMTITONS BETWEEN AREAS WHERE OEMOUTION NqM IS BONG PERFORMED 7,PRONE S'RNCE INSTALLATION 10 BE BY TENANT. 7. WMEAE EXISTING MATERIALS ARE TO BE MATCHED,CARE IS TO BE RE TO EAST kSl STACK.CO TRACTOR SHALL EXAMINE EXIST.CONDITIONS PRIOR TO SUBMITTING PRICE TITLE SHEET AND AREAS MICI ARE FINISHED OR IN USE 90 THAT THE EASTING AREAS TO REMAIN CULL BE LEFT TAKEN IN BIENONC COLONS AND REPUCATING ADJACENT FORMS AND + 10 DETERMINE ME BEST WAY i0 RUN ME NEW CURSIVE AND VENT ONES i0 AN EAST,SLOG STACK., .. :W + ` _ •FREE OF ALL DUST AND DEBRIS AS A RESULT OF ME CONSTRUCTION OPERATIONS. B,Nl SHADOWS RXNAES SHALL BE LOCATED(IN GENERAL)AS FIELD ON CONTOURS, - B, LEAVE EACH AREA BROOM CLEAN UPON CONPLEIGH OF WORK EACH DAY. THE PUNS 9Ji EXACT TRU LOCATION SHALL BE OETFRMINED IN THE FlELO TO 9. PATCH ALL EASnNO FINISHES N REMAIN THAT ARE AFFECTED BY ADJACENT DENOURON WORK. AVDO SHMOWS OR OBSTRUCTIONS FORMED BY DUCTWMN.SUPPORTS, 8.BEFORE SUBMITTING MY PROPOSAL.IT STALL BE THE MATCH MATERIALS COLORS,ETC.TO THE AN THAT A ME 01VBY STRUCTURAL STEEL OR MISC,EQUIPMENT.IF A PROBLEM DEVELOPS,THE - RESPONSIBILITY OF.THE CONTRACTOR TO FAMILIARIZE HIMSELF'WTH ALL _ . - � aXi AX ELECTRIC CONTRACTOR MUST NOTIFY ME ENGINEER FOR A RESOLUTION, CONDITIONS AT THE STE RELATIVE TO EXISTING CONDTIONS,MATERIALS Jo0 No:' ZO73 .Seale: _ AS NOTED .. 10 . PROVIDE ALL NECESSARY TEMPORARY SUPPORTS AS MAY BE REWIRED PRIOR TO THE INSTALLATION PRIOR TO INSTALLATION IN THAT AREA(ALL UGHTING PXTURES SHALL BE - TO BE MATCHED,WOWING SPACE AVAILABLE,SAFETY PRECAUTIONS,- W OF NEW STRUCTURAL 0.QJEM5 REQUIRED BY THE OMOUTION WORK SHOWN HEREON. SUPPLIED WIN LAMPS) ETC,REQUIRED FOR THE SAFE AND EXPEDITIOUS EXECUTION OF THIS {,� • Drawn Or. GG CMeked By.JAG II. MY AND ALL CONDITIONS NOT SHOWN HEREON AND UNCOVERED IN THE FIELD SHALL BE BROUGHT CONTRACT.FAILURE TO DO SO WILL CDSi LL NOT BE CAUSE FOR EXT • - ! + ,L - 19 9,AIL ELECTRIC EWIPMEHr SHALL BE GROUNDED IN FULL ACCORDANCE - TO ME ATTENTION OF ME ARCHITECT IMMEDIATELY,PRIOR TO MY ACTION INVWNNG SME� WITH N,E,C AND ULCO REOIIREMENTS AND BE U.L LISTED. TO ME OMER OR OWNER'S REPRESENTATIVES. 12. ALL EXISTING ELEMENTS TO REMAIN SHALL BE PROTECTED WRING DESOUTION. 10.ALL PHOTOELECTRIC UGHTING CONTROL UNITS SHALL BE LOCATED TO 9. QC.7S RESPONSIBLE FOR MOVING FURNITURE Our OF AREAS THEAVOIDD STATIONS FORMED BY STRUCTURES OR PERSONA.AND TO A1D10 RECEIVING NEW COMPLEX. AND PUTTING NANINflE BACK AFTER THE DIRECT OWSEFOMED W ARTIFIdAL S OR SOURCES. FINISHES ARE COMPLETE. • I ' A. Dra,Ing No. • e .• Sv - -' a -G. -� -,. :.. x , .. AUNt Aarvr acEnT ActNr • ACExr ... .. '><'. De m , t ' :: :, : y , ••: , UNDERSIDE OF STRUCTURAL.- - SLAB/DECK E3 M r ' I 1 ..<. -' 2' ' 0 Ea - =.A <• re 7 5/8`25 GA CONPNUOU ` . N L1 METAL STUD LOP RUNNER i0 e " A j T '4' UNDERSIDE OF DECK ABOVE `,. ° t ` y. / .; .• , .. b ONE LAYER'S 8"TYPE'C'FIRE CODE GIP.BR ON BOTH SIDES CARRY 8'ABOVE THE ,• 1 1 1 1 ,, - - r UNDERSIDE 02 GEL ° r. y,. 07 OB OS 0] .., - - , - SCHEDULED GELLING . y 'N i r, - 8 NEW OR yP A - y « - .. - , r a gg _. -,: .w' 'BOSTON G.O. ¢ . .D •. !RA ISTANCE:__119 - 1--bP--_-_1 - O ,,,. ,;._ SEE.OEtAL 4,OWG A-i FOR TYPIC,LL OFFCE $ OFFICE MESPBULE - CLG.MT.. ,_...,. - .. .,. r-ee'-i3oD:,- ® r .4 ._.. --lu-: 12s .� ... , e - 4'I O MAX. 04 MULLION/PMnPO'N CONNECTION. ,N � NF - „I '.4; ANNIS OFFICE .. Y K LIFE INSURANCE CONM.P.C. w F, - •. IISA -0' VESnBULE 0 : _®. PARRiER OFFICE -O SIAfF- OFFICEa R SPflINKLER 722. .:, A - :' , "`t" 3 5/e 25 GA METAL.STUDS 0< 55 RNS_T ROUTE 132, 'h MAW.AN a , b 118 � •. '12B r - 015 BARNSTAOLE,MA • ., * .<l,tt+• : n; ' �1 1 t2l SIdiACE 10J• .. ,...... r ',' - _ - UNDERSIDE OFYFl.HED`ff THE. YFIRST 8 SECOND FLOORS 11 NEW + — NISHED CDIING ", .. , , I� 102 .. .SCHEDULED BASE cr P o SCHEDVLEO FLOOR . E3 " q r. RECEPTION 4 r r ..I14 r I 1 y I 1 - 127: �+ - -A.CONnNUOUS GC SHALL FRAME AWCJI _ 18 ••�< ''. EXIST I7 99 IB 10 11 25 : I_1 qq. ,'F METAL STUD FLOOR RUNNER •.. NEWOPENING FOR MNLBOXESNPROVIDED I _. :.. - -< M§,P 24 1D INSTALL 12 26 1 WUOI&t' ., - . BY NEW YORK LIFE. IS g RECEPnON LOBBY v'"w` - I y. -IO7 72 3 ,.I._ y 4 OFFICE �'� o I------��`-�„, . RATED.. II ..?p .-- SCA L:3 D PARTITION TYPE NON O IB NEW ORO,'` SiORACE ry M ,StAN b :g _ «- """` - »_ SUPPLY NL '•.'- AGFNT CIR .wF - ISt ':.•. 1 I71 to _ UNDERSIDE OF Y ° . a O. 108 .: • . - - 7 I .,.:..1. S7RUCIURAL SLAB/DECK - „ 1 2B CONSTRUCTION LEGEND 3 5/B'.15 CA,'CONPNt10J5' to..,' •r'- _ `•O ELECTRIC AN '' 1 L - MErAL'STUO TOP RUNNER ._ 106 4 4-10' 4 0 -11 o 'F,:'� - t:.,N .. - IQ• '..... - g o EXISTING_CONSTRUCTION TOREMAIN. - '.. .. .. _ ' .NON RATED PARTITION TYPE.,1,•. 4. :: - _ „Y S•.• : IB'-"4 a." -':YioMEN. S'•° MEN G -. - :: „ ' ... • .. ,.?".. ... .. .. - .> - .- m4 - -- FIIF raa. .. . F omCE - - + 3.5/8'METAL STUDS,16 O.C.WITH'(1)LAYER 5/8 S a : .,a 2, b.: e. :' :. u;. r .,.IJs: I 1 p�q :. u2 ,TYPE X,FIRE CODE GYP..BD.•EACH SIDE,CARRY.STUDS TO UNDERSIDE OF DECK ABOVE AND GYP:'80,6,. �- O . Ii �; _ .,. VEsnSULE ..: L� ," - ABOVE fINI5HE0 CEILMG.a SEE DETAIL 1,THIS DWG.", saEDuda.E Yunc - ,! IPS ; LAN .e .: - _ 31 - <. ILO. ...'ire' :. ` m -�?- �-+_. :- r.- - - ;. •.:. ,��., _' .,. . .,..:..',� .., .. .,<:: ,. , A.i.- I ©3 .I .. NON RAT ED ACOUSPC- - .ON /8" .PARTiON-TYPE 2 RflECOOLS Gw:BID,oN'BOTH 77 N]s . 35/ 'METAL STUDS,161.D.C.'MTH(1)LAYER 6/8" SIDES TO UNDER9DE OF.0 01( .. - - .. r - .. -;TYPE X.FIRE CODE GYP.,BD.EACH:SIDE WITH„3..1/2 :3:1 2'MINERAL FIBER .. , FIRST FLOOR CONSTRUCTION PLAN137 MINERAL FIBER DECK ABOVE. CARRY ALL TO _ e 41 - • h,. '.UNDERSIDE OF-0ECK ABOVE.SEE DETAIL 2,THIS DWG., ;. .. ,A .. SCALE:1/8 1-0. m - ,. SSJB'25 CA.METAL iNOS , isLOW WA -TYPE�'S' Z4P.. . SLAB TO SLAB 16'O.C.t• Rfi, - , A<..• �:. -e' arOFFICE -rY 21H2"METAL.SiU05.'._t6'O.C:W1TH�1 LAYER 58 } SCHEDULED BASE^... b / O / .. .•+.. ' Aar, :.. -., ,.. .. .'....,, x .._ TYPE'X'..FIRE CODEGYP.BD..EACH SIDE.LOW WALL ` - .. _ y \ ` :HEIGHT AT S-4"AFF.SEE DETAIL 3,THIS DWG, r a - :. _ '�. •Z. .. ",... - - -. 6 _ 5/B'25 CR.CONTINUOUS g* . a'' ,•-.° .'v, -. . `Y`', ,. - ALIGN U FACES AS.WD CAT D. _ METAL STUO FLOOR RUNNER SR I E PARTITION TYPEO2 -ACOUSTIC ,'.. - ACExr :AGENT AGENT. AGENT ^. .. :;1.. DOOR TAG.'REFER TO 000R'SOHEOULE +,L- - y4..$" ,. 4 , 2re.. 210. 11 2 SCALE: J' 1 0 AS PER CODE(CODE REQUIRES 1 FE/3000SF) 41 4' i..�'W},.,4. •- q.'- - - .;. ,i:.� ``N; .'TOTAL 1ST FLOOR:7,70 SF -3000 2.6 _ A,. "/: _. - - ,:..... ,. _ 4 - .a. NEW AGENT COUNTERTOP.SEE :- iI-I 1 r, - .,�„ $FIRE EXi1NGUISHERS'PRON ED. .. ...T•. ..: - z r.r •? -' DETNL X ON DWG.A-3.1. - -; ;:. , ,,I. _ 1 q 1 -. .�.: .7: `, -a. •". ._ .;....- '.. - ' ' TOTAL 2ND.FLOOR:-7,718 SF/}000=216 . - _ CONT.SPACKLE'L'TRIM a,N. . ^'�•. < 2...? s / ', '^' SEE o6TNLX,DW9 A-i FOR TmlcAi _, : :3 FIRE EXflNGUISHERS PROVIDED: :, -BOTH zoEs . .. Rt':r -z. a .e. - _ "4 .. .*.•,. _ r , r a_I. .- .MULUOM/PARIMON CONNECTON. ••_ ,. . ^MAX..TRAVEL DIST.TO FIRE EXTINGUISHER+' 75' ` <`:r.T:SWIO WOOD BLOCKING 1 n 43 :1 -'` . -.,. . -.. i : .' FIRE EXTINGUISHER-2A 40BC,ORY.CHEMICAL(5q). �; .- 1 FILE SET APRIL 25,2013' 41 42 -... ,., - , PROVIDE'NEW LARSENSEMI-RECESSED FIRE EXTINGUISHER - r O,_ - O..d LIUwOFr"• " , - ...METAL RUNNER(rYP.) - .. ,_p• .r,.,, i.r - CABINET,'WRITE BAKED ACRYLIC PANT TO MATCH:' leaue Deecrl Hon 'Date DOORFRAMES. "- '• ' ON ]9 i y. - 1 217 :. ..6 N218EW�0 _ - b..R. - 5/e'075UN BOARD`! _ ...AGENT , .' I•,t' .. a „ .,. O .F 20p I y.-.. i CO.LA�RAnON :. PARTNER AGENT' A. ...,� w` y q ;. �'- - ..44' .:.b- TI ,. _ ";' ..-.; � - 202 _. -. _. k.+j M' `1~ 4• - - .. Iw .. _ ..° .- :, *. 1/-p... .o ' LIB' : n ^, •. - METAL STUDS•: 'SPACED 018"OC A ACENi I ` g V Aa 27 NEW OflC. - ...,n' I k x. 1 F. k PARTITION -. - O.3 9 _ r .. .. 207 2D8' +1 .. 4,_ _ 4B 1 JULWT' .,. _ � . NTER'f 0 EP.RQS t ]B '^ • ',' _ 4 45 DE NEW .I'- - SOLEWLED BASE I W R TIN TRIMMED OPENI O. / - - ' /. -- — —____—_ �1�4P Ey �_ A , t00-0< 00-O MA% .' _T_____, 1 ..T A219r A- ISiAu CORRIOOA 1p. -PAOWDE NEW/080 '175 /7 E ` L _-___7.-, 2 .. .a w -. .Pi MEO OPENING :- . o 'O -I �J 74-/<700 ONAX.-- I .. 701 T ... . a. TAR a2, w § m STAIR 3 __PARTITION TYPED LOW WALL < 12081 . "- •n®. . ,�..L CONF RN .I:' mtxAv2 N -- P1ESE DIME TO BE -•o I I. n • ..: _ - ' 224.- : I.. ° 1 ...• 209 c _ - SCALE:1 1/2' /w .F 'CONFIRM.WN - f4-1G - ,." 1 w a .• 1 '<. _ James A.Gaddls,Architect,P.C. y NODERNFOLI)SHOP DWCS - '' - I• •flp-lt' X0.0 ., Ot A hitOCNre .. 1RNNING RM '. ' I. .: '�• �.,. 1 -: - .\ - - Elul.Planning PROVIDE SOLDBLOCKING NC FOR (`� �+ " .ti CONM,.P,C- 3 ) y' - " r.> ,®®a, - " MODERNPoLD FOLDING '7 :. 3_e, TM :117 I- " ."' 'j - - 2.1/1"25 CA.METAL Design s' e PARTITION.A9tliY REWIRED g�, 9 f -T 1 ,.. _p• - - - STUDS-SLAB TO.GRID, 1650Sycamore Avenue,SoHe 32 . "WDTH WIN MODERNFOLD- - , 4.J " ` r MANUFACTURER.SEE ( ` - - I Bohemia,NY 11716: -' • SPECIFICATION AND DETAIL s A . •- 52 1 1 - I _. 1631-588-4844' 1631588-4847 oTe•o.c ON On A-I.1. MEN WOMEN ` I - a^ f«^ ' • DItEN(RM - „ - -. EXISTING WINDOW SILL 20] ACENi _ - z �IV 61�of r c o o pyc,o SPACKLE U'TRIM.DO NOT - - • - ADHERE OR ATTACHED TO TO.: - - A EXISTING MUWON,ATTACH 4 DM .S uD ONLY: FIRST&SECOND FLOOR. EISINI W1111 MU ON CONSTRUCTION PLANS A. SECOND FLOOR CONSTRUCTION PLAN J„No: zo�5- 5eae: AS NOTED j 2 • �A SCALE Drawn By. GG cNxKed By.JAG .- --------''_ DETAIL @ END.WALL/MULLION : SCALE:3'v 1'-0'` „ 2$2 A- 1 Seal D-1 -No, r-0, r-a s•` r,I n'�e•1, z'� °F ]-° 'I`i r-i°--} ... e' / °• e' 'e' / • s / e• , , 1/4 CLEAR 1EMPERED/SIFEtt 1/4•CLEAR TENPERED/SAFETY LAMINATED GLASS LAMINATED GLASS t / 1/4'CLEAR / 1/4"CLEAR - / I/4'CLEAR i/z'f!'SD10 M.TRIM I/2'„2'SCUD WD.TRIM _ / \ TEMPERED/SAFETY TEMPERED/SAFETY / TEMPERED/SAFETY - 5/4 SGID N9.JAMB 5/4$DUD W9.ME - \ LAMINATED GLASS LAMINATED GLASS r 4 LAMINATED GLASS 4 3/4'x 3/4'SOLD W9 4 J/4',3/4'SCUD W9 _ ... STOPS ALL(4)SIDES YYy S10P5 ALL(,)SITES - • BOSTON G.O. ' - NEW PAIR 3080 SOLD CORE ° OF OPENING afopENIND -- -- L HYANNIS OFFICE CHERRY VENEER DOOR WTH FULL - .. ,., a •NEW YORK LIFE INSURANCE COMPANY LITE IN HOLLOW METAL FRAME. NEW 30B0 SOLD CORE CHERRY NEW 3080 SOLD CORE CHERRY gUC E RK L&EINS ROUTE 132 A \ GLASS SHALL BE 14 - VENEER DOOR W11X FULL LITE IN \ . VENEER DOOR MM FULL LITE IN px ARE TREATED SEALANT 1/4'x SOLD ' / a HOLLOW METAL FRAME MTH FULL HOLLOW METAL FRAME WITH FULL CHERRY EACH gDE 4 .BARNSTABLE,MA TEMPERED,BEVELEO CLEAR 'wODD eLodflnc _ / 5 B'rnE'x'GYP FIRST&SECOND FLOORS' / MCELTE NTH SOUND CHERRY SOEUtE WIN SOLO CHERRY - 3/4'x 3 4'SDJO YA. // Y� GLASS.WOOD FlNISH SHALL BE " FRAME(PAINT GRADE).W000 DOOR FAAME(PNNi CAAOE).'W000 DOOR -STOPS ,Bb.ON BOTH.SIDES / CHERRY.SEE HARDWARE �\ FINISH SHALL BE CHERRY,CLASS a. It SHALL BE CHERRY.CLASS O i �(3)b nRE-TREArEO acrp o - SCHEDULE f0A DETAILS SHALL BE 1/4"TEMPERED, a \ - SHALL BE 1/4'.TEMPERED,. MOD BLOCKING - ` " .BEVELED CLEAR CLASS.SEE BEVELED CLEAR GLASS.SEE - !- .°' >`, _t• b b" HARDWARE SCHEDULE FOR DETAILS. 40 HARDWARE SCHEDULE FOR DETAILS, HEAD/JAMB - SILL F ` ELEVATION @ DOOR#26 ELEVATION @ DOOR#23 ELEVATION @ DOOR#34 DOOR/GLASS DETAILS 1 SCALE:I/2 =r-o 2 sca(E: 1/r=r-o° .i SCALE'1/2•=I�-o 4 SCALE:3 =r-o BRACKET - ]B'CIA.A T LONG HANGAR RODS - •BY MODEANFOUL SECURE TO - - 4.50' UNDERSIDE OF STRUCTURE ABOVE W/ _ .-DOUBLE EXPANSON BOLTS-WO.C. , GAGE (I)LAYER 5/8'GYP.80.ON] - • ' - _ . 5'-v • " SECURED)To UNDERS CA MR_ IDE OF DE - ' ••ABOVE WTH]I/2'SOUND - - - - - ,�' ATTENUATION 0IM - • ` - . FINISHED . CEILING NEW ACOUS➢C COUNc - . "12"" HANGER BRACKET BY MODERNFOID - r'•. _- r- r• BAFFLE JOINTS MUST BE - ' w. • TAPED AND SPACNLED NOT y 'p7 STEEL TRACK PREPAINIED - . .I BY MOOERNfOLD OR - ;: OFT-WHITE " - OISTAISUTOA.,. - , { x •STEEL,4-WHEEL SALWEARINC MNYL Top SEAL ' MOCERNFOLD AUDIT WALL PAATTON AND ASSOCIATED TRIM + CDNnRM ALL SIZES;SPECIFICATIONS - • - .. • - r - ..AND REWIAEMENTS WTI MCDEANFOD.'k. - -. 5 MODERNFOLD PARTITION DETAIL NOTE IN TRAINING ROOM 205 PROVIDE AND INSTALL MODERNFOLD ACOUSTI-SEAL AS 932 - 'MOVABLE FOLDING PARTITION WITH AN STCA Of 50.FINISH WITH - - - - _ -. • - - - - WC-I(SEE FINISH PLAN A-4). .- f PARTITION SHALL HAVE THE FOLLOWING: - - - - • a.EXPANDABLE NOSING ON THE FINAL CLOSURE PANEL. - ° 6' ' - D,#17 TRACT(SYSTEM,INSTALL AS PER MANUFACTURERS - + , " -t - d^;. - - - - REQUIREMENTS.SEE DETAIL 5;THIS DWG. - c.80TH JAMBS SHALL HAVE 1-1/4°_NOMINAL FIXED JAMB - - - - .r ,^'"•' - " TERMINATION:GC SHALL PROVIDE'SOLID FIRE.TREATED WOOD - ' BLOCKING AS PER MODERNFOLG REC.AND.REQUIREMENTS.° GC SHALL PROVIDE ALL REQ'D STRUCTURAL SUPPORT&BLOCKING - %. AS PER MANUF REQUIREMENTS.AND AS.REQUIRED BY EXISTING -. - 4_,. - - - DOOR W/LOUVER CONDITIONS.PROMDE ACOUSTIC PARTITION TYPE'2'ABOVE THE DOOR TYPE'L' NOT TO SCALE: .1 `FILE SET APRIL 25,2013 ° STRUCTURE FOR THE DOOR'TRACK ABOVE THE CEILING: _ - - Y.,.- ,a, - lee 0e°6:iptla) Date . ° HARDWARE SCHEDULE , DOORS ' • f " - i .HARDWARESEi.N01•DOORNO.2 THRU 10;13,17,18,20,21;22,24,25,27, HARDWARE.SET.NO N0.3fi,37 - *. r ir.D A DOOR SCHEDULE-1ST FLOOR 4 DOOR SCHEDULE 2ND FLOOR 1. INTERIORWELDeDHouowMETUPRAMEsaHAUSEORYWAUFRAMES,FOgMFROM1e 29 THRU 33.38 THRU 45,47 THRU 52 EA,DR.TO RECEIVE: - GAGE COMMERCIAL QUALITY CARBON STEEL FORM FRAMES WITH DOUBLE RETURN BACK N0A DOORAMATER WIDTH HEIGHT. THICK FRAME.MATER. TYPE HOW RATING REMARKS NO. DOORAMATER: WROTH HEIGHT THICK. FRAME.MATER, TYPE HDW RATING REMARKS EA.DR TO RECEIVE: r - SENDS TO PREVENT CURING INTO THE DRYWALL SURFACE.RENFORCE MITRED 01 NO 3'-0' 8'-0' I-3/4' HM FL 8 - - J6 WD. 3'-0': B-0 1-3/4" HM F 5 - 2 PR BUTTS HAGER,BB 1279,4.5 4.5 4.5 CORNERS WITH A WEDGE LOCK CORNER CLIP TO PROVIDE A FIRM IMERLOCKOFJAMBS �J' S- 02 WD S-0' 8'-0' 1-3/4" HM F 1 - - 37 WD S-0° 8-0" I-J/4" HM F 5 - - 2 PR BUTTS HAGER 881279,4.5-X 4.5 1 CLASSROOM LOCKSET SOILAGE D70PD TO HEAD.PROVIDE I GAGE HINGE REINFORGEMEM AND PREPARATION FOR bt?X I ENTRY LOCKSET SCHLAGE D53PO 1 CLOSER NORTON 85DO SERIES 4.11CSTANQARDWEIGHTTEMPLATEHINOFS.PROVIDE 18 GAGE STRIKE JAGS- OJ NO 3'-0" 8'-0" 1-3/4' HM: f I - - 38 _ WO 3'-0" 8'-0" I-3/4' HM F 1 - - 1 DOOR STOP -IVES NO.436 1 DOOR STOP IVES NO.436 04 WO S-O" B'-O" 1-3/4' HM F 1 39 NO- 3'-0" B'-0' 1-3/4' HM F 1- J SILENCERS IVES NO,20 3 SILENCERS IVES NO.20 REINFORCEMENT.PROVIDE EACH JAMB WITFRANADJU8TA8LE COMPRESSION ANCHOR - - 4 05 WD S-0" 8'-0" 1-3/4' HM F I - - 40 NO 3'-W V-O" I-]4" HM F I - - - _ LOCATED 4'FROM THE TOP OF THE DOOR OPENING TO HOLD THE FRAME IN RIGID ),n - O6 NO J'-0" 8'-0° I-J/4' HM F 1 - - 41- W9 3'-0° 8-0" i-3/4'. HM F I - - HARDWARE'SET.NO 6 DOOR NO.1,11,2134 ALLIGNMENT.PROVIDE AWELDED•W BASE ANCHOR ATTACHING PLATE IN EACH JAMB FOR 11 No.3094 � - HARDWARE SET.NO 2 DOOR N0.46• EA.DR.TO RECEIVE: FIELD INSTALLATION GFLOOSE BASE ANCHOR$. - CD -� 07 NO 3'-0" B'-0" I-3/4° HM F 1 - - 42 WD 3'-0" 8-0" I-3/4' HM F i - - EA.DR.TO RECDVE: - 2.INTERIOR WOOD DOORS SHALL BEMARSHFIELD DOOR SYSTEMSORAPPROVEOEQUAL 'CE RICHES. 08 YO J'-0" B'-0" I-3/4". HM F 1 - - _43 W9 3'-0 -8'-0' I-]4' HM F 1 - - _ 2 PR BUTTS HAGER S8 1279;4.5 x 4.5 4 6-PLY HOT PRESSED DOOR QUALITY. - - CO' / T PR BUTTS HAGER 88 1279,4.5 K 4.5 1 STOREROOM LOCKSET SOILAGE 080PO A WORKMANSHIP SHALL COMPLY WITH WDMA/AWV WIC WORKMANSHIP FOR VENEER' NY' J� 09 WD 3'-0" B-0" I-3/4' HM F T - 44 NO 3'-0 -8'-0 I-]/4" HM- F •I - - 1+PASSAGE SET .SOILAGE OI05 1 CLOSER ,r. NORTON 8500.SERIES E AND TONAL U� , • 1436 0 WO J'-0 8-0' 1-3/4" HM F 1 - - 45. NO 3'-0" 8-0' 1-3/4' +' HM F "1 +. P 1 DOOR STOP SCH NO DIO •1 DOOR STOP - °IVES NO.436 FACES VERTICAL F OGE9CROSS BANDS,HORIZONTAL EDGES DIMENS ' - Il' NO 3'-0 B-0" 1-3/4". HM F 6 - - 46 WD- S-0 &-0" I-J/4' .'HM F- ••2 .- - 3 SILENCERS' YIVES No.20 3' SILENCERS ` IVES N0.20 TOLERANCES, / H4oH__�^PSCOQ` B.DOOR CONSTRUCTION GRADE SHALL BE WDMA'PREMIUN GRADPIAWI CUSTOM T 12 WD J-0" B'-0" 1-3/4" .. HM F 3 - - a7. WD- 3'-0" B'-0" 1-3/4° HM - R 1 - - ` HARDWARE SET,NO 7 DOOR NO.15.16 GRADE'AND WIC'CUSTOM GRADE'FOR PC 6 HOT PRESSED DOORS. `13 WD 3'-0' V-O" I-3/4" :HM F 1 - _ .48 NO S-0 V-O' 1-3/4" HM f 1 - -.'EA.PAIR TO RECEIVE: C.WOOD VENEER SHALL BE CHERRY.SUP MATCHED. ' " D HARDWARE.SET.NO 3 DOOR NO.12,14,19,28,35. ' ✓' - - 14 NO 3'-0' 8'-0" 1-3/4": HM. L 3 - 49 WO 3'-0 8'-0 1-1/4" HM 'F 1 - - EA.DR,TO RECEIVE: - .. .' ..., 4 D.'WOOD LOUVERS TO BE FURNISHED BY MANUFACTURER. - �BIT128 A:-GEid I „ C ItBCt,P.O. -15 'CUD PR,2-0" 8'-0' 1-3/4" HM F 7 SLIDING DOORS 50 •" CUD 3'-0 8'-0° 1-]/4" HM F 1 I - I HEAVY DUTY SUOING DOOR KIT STANLEY E.FACTORY FINISH IN ACCORDNCE WITH W'MOA 617 FINISH SYSTEM DESCRIPTION OR ArcHllechrte^ - - ` 16 WO PR.2-0 B'-O 1-3/4' HM F 7 SLIDING DOORS 51 NO 3'-0" 8 0". 1-3/4' HM F 1 - _ 2 'PR BUTTS HAGER BB 1279,4.5 x 4.5. AWI DIVISION 1500.WNISH SYSTEM STANDARDS.FACTORY FINISH TO BE WATER . 1 STOREROOM LOCKSET SCHLAGE D80PD µ' D BASED STAIN AND ULTRAVIOLET(W)CURED POLYURETHANE.FINISH MUST MEET Plar mg ABBREVIATIONS ®'. 17 NO 3-0" 8-0 13/4° HM F 1 - - 52 WD 3'-0° 8-0 I-J/4' HM F ., I - - .- 1 -DOOR STOP IVES N0.436 - OR EXCEED PERFORMANCE STANDARDS 0F TR•B CATALYZED POLYURETHANE.- �p®M - 18 N9 T=0 8-13 13/4" HM F 1 - - - - 3 SILENCERS IVES NO.20 KOHN -KNOCKDOWN HOLLOW METAL HMS-HOLLOW METAL COLOR$KILL BE MARSHFIELD DOOR SYSTEMS ENVIROCLAD W DESIGNER COLOR u1nreaa Design 001 EX-EXISTING CL-GLASS 1650 Sycamore Avenue Suite 32 -]a" v DOOR AND Y 19 WG ]'-o° B'-o" 1 / HM J ARE NOTES: - W0-WOOD • F-FLUSH (TO BE BELECTFDJ.FACTORY FINISHED DOORS SHALT BE INSTALLED JUST PRIOR Bohemia,NY 11716. .1( 20 W9 3'-0" &-O" 1-3/4" HM F 1 - - 1A SEE DOOR NOTES ON THIS DRAWING. - - L-LOUVER FL-FULL LITE TO SUBSTANTIAL COMPLETION. • - A EARDWARE SET.NO 4 DOOR N0.26_ 1831588-0844 F631588-0847 2.ALL LOCKSETS AN PA" _ _ D PASSAGE SETS SHALL BE LEVER TYPE CONFORMING TO ADA�REWIREMENTS.ALL - 3.PROVIDE SHOP DRAWINGS SUBMITTALS R APPROVAL I-J 4' F FOR APP OV '-0" HM i W0 J B'-D°21 / A.PAIR TO RECEIVE:' 22 WD 3'-0' B'-0" I-3/a' HM F I - _ LOCNSETS AND PASSAGE SETS SHALL BE SCHIACE'D'SERIES EXTRA HEAVY DUN,OTHERS STYLE LEVER, E - W' ti - 4.PROVIDE SHOP DRAWINGS FOR APPROVAL r cp".,ry,° ' 3.ALL NEW DOOR HARDWARE SHALL HAVE FINISH 605,BRIGHT BRASS, _ 4 PR BUTTS HAGER SB J279,4.5 x 4.5 rmr5$US" TIE 23 WO 3'-0' 6-0" 1-3/a' HM FL 6 - - 4.ALL CLOSERS SHALL HAVE METAL COVERS IWTH FlNISH 605,BRIGHT BRASS. I ENTRY LOCKSET SOILAGE D53PD _ _ h sp. 24, WO 3'-0" V-O" 1-3/4' HM F I - - S.DOOR g1,123.O26" SHALL BE A FULL LITE WOOD DOORS.SEE DETAILS 1,2&3 IN THIS DWG.DOOR it I DUMMY TRIM - SOILAGE 0170 ass" - 25 NO 3'-0" 8-0" 1-3/4" HM F I - - SHALL BE SIMILAR TO DOOR 023 IN DETAIL 2 ON THIS DWG- - 1 .CLOSER(ACTIVE LEAF) NORTON 8500 SERIES Ttle: S 26 WD PR.3'-0° 8'-0' 1-3/a' HM R 4 6.FOR EXISTING DOORS'A',PROVIDE MAG LOCK(1110XD-SECURITY LOCK)AND TIE INTO ENTRY ACCESS SYSTEM PR RUSH BOLTS IVES NO.F841P s FIRST&SECOND FLOOR AND BLDG.FIRE ALARM SYSTEM TO CREATE A FAIL SAFE CONDITION.COORDINATE WITH NYL SECURITY VENDOR. 1 PR DUST PROOF STRIKES IVES N0.OPI,DP2 27 WD 3'-0' 8-0' I-3/4' HM "F 1 - - - 2 DOOR srops Ives No.u6- CONSTRUCTION PLANS ' 28 N9 3'-0' 8'-0' 1-3/4' HM F. 3 _ _ SEE CONSTRUCTION A-1 FOR DOOR LOCATIONS. �� - - -• s - 7.DOORS#14 SHALL RECEIVE A LOUVRE IN THE DOOR WITH BRASS FINISH.SEE DETAIL ON THIS DWG: don N. 2013- Spate: AS NOTED 29 WO S-O' B'-O' 1-3/4" HM F 1 - - _ J0 WD 3'-0" B'-0" 1-3/4". HM F 1 - - - L . - ora,xn By. GG cneaee 8,JAG ]T WD 3'-0" 8'-0" I-3/4' HM F 1 - - - - - 4 32 WO S-O" 8'-0" HM F 1 33 WE S-0" B'-0" 1-3/4' HM F i - - 34 WO 3'-0" 8-0 HM FL 6 - - J5 WD S-0" B-O' I-]/4" HM F 1 J - _ -. _ _ + r . r A-1 L • _ .. r ..s Seal D-in No. REFLECTED CEILING LEGEND - O NEW 20 CEILING TILE SHALL BE ARMSTRONG'FINE FISSURED SECOND LOOK II TEGULAR WITH 15/16-WHITE GRID,ALL NEW CEILINGS SHALL BE SET AT t8'-5"AFF UNLESS N N - OTHERWISE NOTED. ' -NEW RECESSED FLUORESCENT COOPER'-METALUX Em 2RDI-224T5RP7UNV-EBTI BOSTHYAN IOS OFFICE NEW RECESSED FLUORESCENT COOPER-METALUX' r" - A' 2RDI-22BT5RP-UNV-EBTI. _ NEW YORK LIFE INSURANCE COMPANY - • NEW RECESSED FLUORESCENT COOPER-METALU% 1555&1575 ROUTE 132 MA ' A 2RDI-224T5RP-UNV-EBTINDIM W/DIMMING BALLAST WITH - BAR FIRST B SECOND E ECOND FLOORS _ 0-I00R DIMMING CAPABWTY.(SEE ALSO ELECTRICAL DWGS. son o e BY FMC ENG). OeCf v on PL NEW RECESSED FLUORESCENT COOPER-METALU% 2RDI-224T5RP-UNV-EBTI-EL.. - NEW RECESSED FLUORESCENT COOPER-METALUX ' 9 2RDI-228T5RP-UNV-EBTI-EL. m - ON NEW RECESSED COMPACT FLUORESCENT COOPER- PORTFOLIO C6142E-615OL1. STAB oN 4+ 4 STAR NEW RECESSED COMPACT FLUORESCENT COOPER- ON PORTFOLIO C6142E-611OLI. Q qgg _- NEW COOPER ATLIIE SC16RCX X.LED EXIT SIGN WTH' INTERNAL NICAD BATTERY BACKUP. QA $" . NEW MORON SENSOR SWITCH. - - .$Na NEWDIMMER SWITCH.' .. _ DIMMING SYSTEM SPECIFICATION FOR TRAINING ROOM 206: n I GraOx Eye system C200B567CMT - '• - , N :; '2 GRX-3102 multl scene control units with separate control < modules,input/output switch,partition switch and 12v do .. - -' Power supply . 2 SG-4SN scene adpsters,engraved as required _ - 1 factory on site start up visit by Lutron services personnel NOTE: ALL REQUESTS FOR SUBSTITUTION OF MATERIALS OR EQUIPMENT SHALL IN, „ .• ® •._ BE MADE .WRITING BY THE CONTRACTOR.THE.REQUEST MUST BE IN THE ` - FIRST FLOOR REFLECTED CEILING.PLAN''- - - - -•• DESIGN PROFESSIONAL'S.OFFICE NOT LESS.THAN.10 DAYS PRIOR TO THE 810'' - c - ATE A 0 PROPOSED U TI MATERIALS OR EQUIPMENT AL " - .- SCALE., 1/8'=1'-0' - - -0 ..S MPLES FSUBSTITUTE LUTEETH L_ .. -, 8E SUBMITTED TO THE DESIGN PROFESSIONAL FOR REVIEW WHENEVER;THEY ARE REQUESTED.BIDS SHALL BE BASED ONLY UPON THE SPECIFIED _ MATERIALS AND EQUIPMENT,OR.SUBSTITUTES THAT HAVE RECEIVED WRITTEN - -- ACCEPTANCE FROM THE DESIGN PROFESSIONAL PRIOR TO THE BID. REFLECTED CEILING NOTES: - I.SEE ELECTRICAL PLANS BY X ENGINEERING.FOR LIGHTING SCHEDULE AND ALL CIRCUITING,WIRING AND SWITCHING. • - - 2.IN TRAINING ROOM 205,PROVIDE(2):120 VOLT,.20 AMP DUPLEX RECEPTACLES FOR(+)CEILING HUNG.TVS.EXACT LOCATION TO BE DETERMINED.• - -3.ALL NEW FLUORESCENT LIGHTING,FIXTURES SHALL HAVE'PROGRAMMABLE RAPID START BALLASTS'. 4.IN TRAINING ROOM,WHEN USED AS ONE SPACE,UGHLFIXTURES SHALL ALL BE CONTROLLED BY DIMMING SWITCHES AT DOOR#36.IN.ADDITION,WHEN - ` THE SPACE IS DIVIDED IN TWO,THE LIGHTS IN EACH SPACE SHALL'BE CONTROLLED BY SEPARATE DIMMER SWITCHES:ONE AT THE DOOR#37 FOR THE - ,. - WEST HALF OF THE TRAINING ROOM AND ONE AT DOOR#36 FOR THE EAST HALF OF THE TRAINING ROOM. N e 5,ALL CEILING GRID TO BE CENTERED EQUALLY IN ALL ROOMS..CENTER ALL CORRIDOR CEILINGS AS SHOWN ON PLAN EQUALLY. , 1 FILE SET APRIL 25,'2013 • A' - - Issue DexrbUon' 'Data - - - -+ r LIM C - _ t � tbL.6A'E•��� yam, ; S -LINE OF C .. . - STRUCTURAL .� /', Q ST\ DECK 0. 0940 -- CENTER MORICHES EA ® EM N NY. � E N HUNC ACOUSTIC 2 1/2'METAL STUDSSQ' _ CDW`IG At 16'D.C.TO - G r� OF VA 1 TAIR#2 UNDERSIDE OF DECK - 208 STAIR#J - o D D D [[t� zos James A.GaddiS,ArOhiteCt;P.C. i - ®may \ a - ®I Plammns - 0 FIRE cooE. ===: y/ TYPE z'GIP.11 _ Dasign 1650 Sycamore Avenue,Suite 32 . _ Bohemia,NY 11716 • - 1631S8"844 f631-5884847 MOTWISED OVERT! D PADECTION SCREEN - - AE RECESSED IN CEILING,AY OMERS GC 70 - �— - !)2 SII RFEECIFD CdWO P , s HmENi eo on o saoseo m.„aV+ COORDINATE INSTALLATION Nri'S AV VENDOR. - ' EXACT LOCATION AND MODEL TO BE DETERMINED. PRDVIDE 20 AMP,110V POWER CENTER ON NEW PARMIGN.G,1 10 CUT a ALTER FEED IN CEILING FOR OVERHEAD tulle: .j CDUNG GRID AS RE Ob TO INSTALL..SEE .N PROECiOR,EXACT LOCATION L t - FIRST.&SECOND FLOOR SPECIFICATION NOTES ON M AGENT COUNTER IS OWG, TD BE DETERMINED IN FID.D. - SOFFIT .SCALE. 3•w 1-0. REFLECTED CEILING PLANS SECOND FLOOR REFLECTED CEILING PLAN Job Ne: 2013— scat. AS NOTED la SCALE: 1/8'=I'-a* - Drawn By. GG cn«Noa JAG By,. Dr,.To No. _ , NEW OFFICE BUILDING AT W V� } LAKESIDE COMMONS , 1555 & 1575 RTE. 1132 BARNSTABLE, MA MUM ELIE _ r - MJn 1 Ca T= l C. ARCHITECTS BROWN LIND6QUIST FENUCCIO & RABER ARCHITECTS, INC, 203 WILLOW STREET SUITE A YARMOURHPORT,MA.02678 ` :... TEL. (508)362-8382 FAX. (508)362-2828 Vi AR STRUCTURAL ENGINEERING tic,5 E Fc� . _ .•. ALLEN & MAJOR ASSOCIATES, INC. 100 COMMERCE WAY,WOBURN,MA.01888-0118 u TEL. (781)935-6889 .FAX.-(781)935-2896 p_ f- - - - No 10563 41 86�►RP►STABLE. CONSULTING CIVIL ENGINEERSco �J BSC GROUP ty . G 657 MAIN STREET,UNIT 6,W.YARMOUTH,MA.02673 e - , TEL, (508)778-8919'FAX. (508)778-8966 4 ISSUED FOR CONSTRUCTION 11 . 18.2008 L r &R ARcyi ABBREVIATIONS SYMBOLS SCHEDULE OF DRAWINGS AB . ANCHOR BOLT HGT. HEIGHT -- NORTH ARROW TI TITLE SHEET . No. 0563 A.F.F. ABOVE. FINISH FLOOR H.M. HOLLOW METAL SECTION INDICATOR AO.I PROJECT DATA SHEET ACT. ACOUSTICAL TILE IN5UL. INSULATION LETTER IN TOP HALF OF CIRCLE AO.2. CODE SUMMARY 6 EGRESS LAYOUTS BARNSTABLE, ~ ALUM ALUMINUM INT. INTERIOR INDICATES THE SPECIFIC SECTION. �'1 Jy THE NUMBER AND LETTER IN THE CI TITLE SHEET ANOD ANODIZED JT. JOINT . BOTTOM HALF INDICATES THE DWG. C2 EXISTING CONDITIONS @. AT LAG. LAG BOLT No. WHICH THE SECTION APPEARS C3 SITE PLAN PLAN TI{ BSMT BASEMENT LAM. LAMINATE G4 LAYOUTO SIT. BITUMINOUS LAV. LAVATORY + 45.5 NEW SPOT ELEVATION - - C5 GRADING PLAN C6 UTILITY PLAN t BLK BLOCK L. LENGTH 45.5E EXISTING SPOT ELEVATION C7 SEPTIC PLAN , L SHEET II , g BLKG BLOCKING MFR. MANUFACTURER �—i 4s. NEW CONTOURS CB DETA w _ C9 DETAIL SHEET 2 OF 4 OF 4 BOTT BOTTOM M.O. MASONRY OPENING --_:45 EXISTING CONTOUR - CIO DETAIL SHEET 3 OF 4 Cll DETAIL SHEET 4 OF 4 B.O.W BOTTOM OF WALL MAT. MATERIAL v LEVEL LINE OR WORKING POINT BM BEAM MAX. MAXIMUM COLUMN COORDINATES-4 REFERENCE AI.I FIRST FLOOR PLAN _ O GRID LINES g BLDG BUILDING MECH. MECHANICAL AI.2 SECOND FLOOR PLAN 0- . LL CPT CARPET MIN. MINIMUM AAI.3 ROOF PLAN U I.4 FIRST 6 SECOND CORE REFLECTED CEILING PLANS =3 C5MT CASEMENT MTD. MOUNTED 5-F-I ROOM NUMBER A2.1 BUILDING ELEVATIONS - w CK CAULK(ING) NO. NUMBER (D DOOR.NUMBER A2.2 BUILDING ELEVATIONS - - a A33 BUILDING SECTIONS w CLG CEILING NOM. NOMINAL O WINDOW TYPE A4.1 WALL SECTIONS U - : GLOS CLOSET N.I,G. NOT IN CONTRACT A5.1 - ARCHITECTURAL DETAILS Z WALL TYPE A(.l WALL TYPES Z - COL COLUMN N.T.S. NOT TO SCALE A7.1 ROOM 6 DOOR SCHEDULE, ELEVATIONS $ DETAILS U a a -� CONC CONCRETE O.C. ON CENTER 9 - ' A7.2 WINDOW SCHEDULE, ELEVATIONS 6 DETAIL Z g - CMU CONCRETE MA50NRY UNIT OH, OVERHEAD INTERIOR ELEVATION'NUMBERS - CONST CONSTRUCTION OPNG. .OPENING 8 A6;1 e- INDICATE ELEVATION NUMBER 6 50.1 -STRUCTURAL SCHEDULES, LEGEND, 6 INDEX O qUq LETTER INDICATES THE DRAWING 50.27. STRUCTURAL NOTES 6 SPECIFICATIONS m Q CONT CONTINUOUS PNT. PAINT ° WHERE THE ELEVATIONS ARE _ 50.3 STRUCTURAL NOTES 6 SPECIFICATIONS '0 ==A o CJ CONTROL/CON5TR. JOINT PTD. PAINTED 7_ LOCATED 51.0 FOUNDATION PLAN - �F==q 52.1 SECOND FLOOR FRAMING PLAN CT5K COUNTERSUNK PNL. PANEL REVISION MARK 52.2 ROOF STEEL FRAMING PLAN �� 2 DET DETAIL PART. PARTITION 52.3 ROOF TRUSS FRAMING PLAN 533 FOUNDATION DETAILS DIA DIAMETER - PL. PLATE . - S3.2 FOUNDATION DETAILS - DIM DIMENSION. PLAS. PLASTER CONCRETE - PLAN OR SECTION 54.1 STEEL,FRAMING ELEVATIONS 54.IA STEEL FRAMING ELEVATIONS - DR DOOR P.LAM. PLASTIC LAMINATE ® BRICK - PLANS OR SECTIONS 54.2 FRAMING DETAILS , DH DOUBLEHUNG.' PLBG. PLUMBING CONCRETE BLOCK PLANS OR 54.3 .FRAMING DETAILS - • -- - - DRWR DRAWER PLYWD PLYWOOD SECTIONS 54.4 FRAMING DETAILS - - � 54,5 FRAMING DETAILS ' - - DWG(5) DRAWING(5) P.T. PRESSURE TREATED - PLYWOOD - - OF DRINKING FOUNTAIN O.T. QUARRY TILE DW DISHWASHER REO'D REQUIRED ® STEEL, LARGE SCALE (DI N CV ELEC ELECTRIC(AL) REF. REFIGERATOR .® ROUGH LUMBER Z Z' r Q EL. ELEVATION REV. REVISIONS ® Q C ELEV. ELEVATOR R. RISER FINISH LUMBER G EMER. EMERGENCY - R.D. ROOF DRAIN - - _ Lv Lu EQ. EQUAL RM. ROOM INSULATION - RIGID W O LID m � - - EXIST EXISTING - R.O. ROUGH OPENING INSULATION - BATT - - / � U I� Q OR EXG. SECT. SECTION - - �•J ~ EARTH - LL Lu r— En E.J. EXPANSION JOINT SCHED. SCHEDULE - - LL Q z. EXP. EXPOSED SPEC. SPECIFICATIONS COMPACT GRAVEL `' ' EXT. ,.EXTERIOR SL. SIDELIGHT - L u L FIN. FINISHED STD. STANDARD WELDED WIRE MESH LO LLI L0 F.A. FIRE ALARM - Sap SHELF6POLE PROPERTY LINE F.B.O. FURNISHED BY OWNER STL, STEEL - - - F.E. FIRE EXTINGUISH CENTER LINE ER SUSP. SUSPENDED - - FL. FLOORING) THK. THICK - - FLUOR., FLUORESCENT TSB. TOP6BOTTOM FT. FOOT. TSG TONGUEPGROOVE - FTG. FOOTING T.O.F. TOP OF FOUNDATION - - FND. FOUNDATIONS - T.O.W. TOP OF WALL FURR. FURRED(ING) - T. TREAD TIRE: GAS TYP. -TYPICAL GALV. GALVANIZED UNFIN. UNFINISHED. DRAWINGS ARE. -G.C. GENERAL CONTRACTOR V.I.F. VERIFY IN FIELD - _ REPRESENTATIONAL ONLY GL. GLASS/GLAZING VIN. VINYL DO NOT SCALE PROJECT DATA DRAWINGS GR. GRADING VCT. VINYL COMPOSITION _ - SHEET _ GWB. GYPSUM BOARD TILE HIDED HARDBOARD VWC.- VINYL WALL COVERING - i?' HOWD. HARDWOOD WC. WATER CLOSET - - NVAC. HEATING, VENTILATING, 6 W. WIDE/WIDTH AIR CONDITIONING W/ WITH - DATE ISSUED: NDWR. HARDWARE W/O WITHOUT 11/18/2008 a , REVISIONS: W,W.M, .WELDED WIRE MESH - wD. WOOD - J DRAWN BY: a S.*AUL - PROJECT#: C-0024-05 r.. � DRAWING NO.: A 0 . 1 - rig BUILDING CODE SUMMARY g� ARcy,' PAOJECTg MA55ACHU5ETTS STATE BUILDING CODE, 780 CMR 7TH EDITION ` ICE TCe NEW OFFICE BUILDING, LAKESIDE COMMONS LOCATION: 1555 6 1575 RTE. 132 - A!O• 1 fp�C3 N BARNSTABLE, MA - A No. JJ J56 }- GENERAL BUILDING INFORMATION: r. RARNSTABLE, ei PROPOSED STRUCTURE IS 2 STORY, UNPROTECTED STEEL FRAME CONSTRUCTION WOOD FRAMED ROOF e - CO SLAB ON GRADE, CONCRETE FOUNDATION WALL, AUTOMATIC FIRE SUPPRESSION SYSTEM, FIRE - - - 'O mps. _1 DETECTION SYSTEM P FIRST FLOOR 6,580 G.S.F. _. _:� SECOND FLOUR •'{,37 G-S.F- TOTAL .` Regulations and Standards: Massachusetts. State Building Code, 780 CMR, 6th, Edition �6a; ��'o REQUIREMENTS/ ITEM SECTION TABLE PAGE NO. PROPOSED DESIGNATION � SITE PLAN - - - - ♦� U € WATER SUPPLY 111.4 .21 REQUIRED PROVIDED •�(`. II - z GEOTECHNICAL EVALUATION 1804 1804.3 310/497 REQUIRED - PROVIDED % •' USE GROUP CLASSIFICATION 301/423/427 47/93A04 USE GROUP B- BUSINESS OFFICE/ BUSINESS 70' W .._. 602 SB COMBUSTABLE - — y � Z CONSTRUCTION TYPE UNPROTECTED ALLOWABLE 503 - 113/114 2 STORY, 30 FEET µ m m HEIGHT AUTOMATIC SPRINKLER INCREAS 504.2 - .1 STORY, 20 FEET . - LIMITATIONS ` 1 z 3= q ;I TOTAL ADJUSTED ALLOWABLE 3 STORIES, 50 FEET 2 STORIES, 44' MAX. - ', _ 1 _' O UCL z " ALLOWABLE 503. 113/114 7,200 SF ' In 3 AUTOMATIC SPRINKLER INCREASE- - 506.3 M,400 SF - r e - - • E� D SS AREA STREET FRONTAGE INCREASE - 506.2 NOT REQUIRED• - B ■ LIMITATIONS ■ 0 �2 MULTISTORY BUILDING REDUCTION - 506.4 NONE t 1 e ^ TOTAL ADJUSTED ALLOWABLE r. 21,600 SF - 17,970 SF - - SPRINKLERS/AUTOMATIC FIRE PROTECTION 904.2 151 REQUIRED PROVIDED-TO BE DEswN/BUILD 151. REQUIRED - PROVIDED-TO BE DESIGN/BUILD FIRE PROTECTION SIGNALING SYSTEM 9n " MINIMUM NUMBER OF EXITS 1010 '1010.2 r 177 2 REQUIRED'. .. - MIN. OF '2' PER'OCCUPANT - /TENANT SPACE - .. FIRST FLOOR 85 OCC. - ' SECOND FLOOR 93 OCC. r - _ 1 OCCUPANT LOAD: 1005.1.2 •B' USE - 100 GSF /.OCC. /n N CEILING HEIGHT REQUIRMENTS 1204/3603 203/477 7'-6" MIN. PROVIDED _ s M Q l zz LOWER LEVEL ,:. .- >, 174t 250..FEET (w/AFSS)- 65 FEET � � LENGTH OF EXIT Ioo6s 1-- .. ACCESS TRAVEL MAIN IEVEI .- TBL 1006:5 ^ .. . - I ._ - • J 1006.5 - 174 250 FEET.-(w/11 AFSS) .90°FEET - SECOND' FLOOR 'EGRESS LAYOUT, - - - ''� - LLI O Lo m MINIMUM EGRESS DOOR WIDTH Io09/ton 1009.2 195 32•, 36'-ACCESS DOORS ALL DOORS 5(' MIN. I SCALE: 3/32" ._,1'-0" LL W Lo N MINIMUM CORRIDOR WIDTHS, loll n9 NOT c 44^ WIDE 4B WIDE N. EGRESS STAIRWAY&MIN.WIDTHS 1007.2 1B3 NOT<44"WIDE' 44- WIDE MIN. ' O °'s z STAIR TREADS COMMERCIAL 1014.6 - 104 7" MAX. R15ER� 11• MIN TREAD PROVIDED - Z Ilk LU � CQ LU GUARDS&HANDRAIL,COMMERCIAL 1021/1022 9sn96 34'-38'HAND, 42"GUARDS PROVIDED En BUILDING ENERGY CONSERVATION 1300 221-223 REQUIRED PROVIDED WATERPROOHNG/DAMPPROOFING IB13 316 REQUIRED PROVIDED _ f EXHAUST SYSTEMS. 361E 631 REQUIRED - PROVIDED ZONING ISSUES - SEE PREVIOUS LOCAL ZONING APPROVALS - - r - • - - ' ACCESSIBILITY SEE 521 CMR .. .. REQUIRED PROVIDED PLUMBING CODE SUMMARY 248 CMR AND ARCHITECTURAL ACCESS BOARD 521 CMR ■ nnE: REGULATIONS AND STANDARDS: MASSACHUSETTS UNIFORM STATE PLUMBING CODE, 248 CMR - ®- - r - - - - CODE SUMMERY& MASSACHUSETTS ARCHITECTURAL ACCESS BOARD, 521 CMR FIRST&SECOND CODE ITEM SECTION TABLE PAGE NO. REQUIREMENTS PROPOSED FEMALES: lo,lo 1 147 TO 158 6 WATER CLOSETS 5 WATER CLOSETS LAYOUT FLO OR EGRESS 248 CMR WATER ' PLUMBING CLOSETS MALES; 10.10 1 147 TO 159 2 WATER CLOSETS 3 WATER CLOSETS ' ' 4 2 URINALS - S.3 URINALS - ;I r LAVATORIES EACH SIX +0.10 1 157nsa _ ��. _ _ _ _ - DATE ISSUED: _.4 LAVATORYS. 7 LAVATORES. r _ f DRINKING FOUNTAINS 10.10 1 157/158 NOT REQUIRED NOT REQUIRED ' 70'-C{11 11/18/2008 - ® �. REVISIONS: SERVICE SINKS 10.10 1 157/I58 1 PER FLOOR LEVEL I PER FLOOR LEVEL 251 CMR WATER FEMALES: 30.7/42.5 123/163/169 I PER TOILET ROOM PROVIDED ACCESS CLOSETS MALES; 30.7/42.5 123/163/169 I PER TOILET ROOM PROVIDED s LAVATORIES EACH SEX N/A I PER TOILET ROOM PROVIDED - DRINKING FOUNTAINS 36,1 147 TO 149 NOT REQUIRED I DRINKING FOUNTAIN ° __ . DRAWN BY: S.KHAllL G PROJECT#: C-0024-05 .B- ®. DRAWING NO.: A0 , 2 `_ i FIRST FLOOR EGRESS -LAYOUT a� SCALE: 3/32" _ I'-0"- „ SITE PLAN COMMERCIAL DEVELOPMENT - "LAKESIDE COMMONS” 1555 ROUTE 132 HYANNIS, MASSACHUSETTS MARCH 7., 2007 REV 1 MAY 8,2007-REV.PER INFORMAL SITE PLAN REVIEW REV 2-1UNE 26,2007-ADJACENT RESIDENTIAL BUILDING TO REMAIN �E1/3-DECEMBER 18,2007-REV.PER CCC COMMENT REV 4-MAY 07,2008-REV.PER FORMAL SITE PLAN REVIEW LEGEND ISSUED FOR PERMITTING DESCRIPTION PROPOSE EXISTING NOT FOR CONSTRUCTION Drain Manhole *DMH Manhole(Unknown) C°Ueyi '✓d4�' - INDEX OF DRAWINGS Catch Basin ❑ i - ::r I ContourU' C1 Title Sheet Spot Grade Top&Bottom of Curb r,,u�" ... 7t M l t r tf i _ -... Existing Conditions Top&Bottom of Wall C3 g Site Plan Water Line w ...... .r,+ • - .:;i AYrI'i�Q4`f/4'tab? ��.rs C >r tit' Hydrant Woter Gate Sewer Manhole OSMH y 43 , S :., � 3 —�` `�,9.., - 4 Layout Plan Gas Line c `S _CranbergLn._<S �. �` t t i1 CS Grading Plan (` Gas Meter - C'bi+ LOCUJ Gas Gate _ a�f C6 Utility Plan Owxheod Wlre +fD" {., ,� � Utility Pole +." ' Guardrail - - _ ,o ......P<aaeaPa�, ' - Septic-Plan _ C Chain Link Fence Concrete(tie' C8 C1 1 ails Post&Rall Fence - -` - ` lU1 .T� :# q x't �«,�", 4.. - - w X' WIM Stockade Fence ., _.. - '"5`eyF,,,�'"?t a�asna„ a.«., 4,it'�,.,, :�y""•r.. i n ~� _ - Test Pit l. Z� ,�. s Hoybole w/Silt Fence. r /,•.. r .'�,�s. .5 e�i� - Parking Space - Q . i rq .yam .t�. ''r46tt �d ' fie:s�2 rejS • s Flush Concrete Curbing FCC , :, s ��' ' .__heck C °q I IQay. x Vertical Concrete Curbing VCC ¢ .r�' '^�wr*3SalaKaS! q ., °r} ... 3.. b E Cape Cod Berm.. CCB *„N se E Leach Pit lP °o P. o,..: a e ram,-, w* r Yale St - ,�.'. 0 0 o S $f as, g N - Vertical Granite Curbing ®VGC - 4 F' �''S `emu R f �s+"{.1 P , � �� �,.M..�,C �s zr�y„ .L'6 � rt"` '0o J �, _�� fie,� � _ u 1 •� �r .x'�� 4 k4... F";�'r� �3- '�.�•Mt!}'S`OAS i Q O iYt '3 , MARX D. yG LOCUS MAP No.OS93] SIIXF•Na SCALE: N.T.S. � UI_ PREPARED FOR: PREPARED BY: BROWN,LINDQUIST,FENUCCIO& RARER ARCHITECTS,INC. BSC Gio V i _ 203 WILLOW STREET YARMOUTH PORT,MA 02675 CIVIL ENGINEER: ARCHITECT: LANDSCAPE ARCHITECT: 349 Main Street Route 28,Unit D BSC GROUP,INC. BROWN,1:INDQUIST,FENUCCIO& BSC GROUP,INC. W.Yarmouth,Massachusetts 02673 349 MAIN STREET,UNIT D RABER ARCHITECTS,INC. 349 MAIN STREET,UNIT D W.YARMOUTH.MA 02673 203 WILLOW STREET W.YARMOUTH,MA 02673 508 778 8919 1-508-778-8919 YARMOUTH PORT,MA 02675 1-508-778-8919 JOB NO: 48930.00 DWG. NO: 5698-02 SHEET -Cl OF C1 1 ............._... ... .. ..- ................ _.._..._....._.. ._... ...___ _......._......_ ......__.... _..........,..... .._..-_._ ._....._.-.__ -. .,...._._. .. ,. r i MNB r"D TOP or F M ELM-s7.202D ruw ee a ` M WFp1 a k /fn //�/! MAP 253 TASSSES ORSARNSTABLE 8 I « 1 ]G—/ ,;2�+�`Y•' N/� PARCEL+,x.1 - / / / PROFESSIONAL LAND SURVEYOR CRAIG FIELD DATE /`} l/ T01M Oi RARILSfABLE N/f �/ I / ^r ` — ASSESSORS MAP 253 TOM1 OF 9M114TABlE i pOK 441 PE►OE / ~�/ _�_ -�_�J / PARCEL/ _ PARCEL 17x-4 ASSESSORS MAP 253 a ,,,r�l( l _1 _ /�/// / / 1 l / 1 SITE PLANS COMMERCIAL SHALLOW POND .�./ice.— , ,,�_� 1 \ ` I — �� I J � l REDEVELOPMENT i I•^ r - 9 .9S's0.17 6M•Ur ,ER OF CpID PLAN , , e/9.eY I �L'/T DN LINE ^ / #1555ا ROUTE 132 IN T2-v1 IOR BARRY' ac EDGE OF SYN. w / j HYAN NISP O PARCEL MASS ACHUSETTS ' E90E TWA,ER 3{3 P// /eUKAio ! .� T• C +s s�as1•E✓` \ 4' \ /` -89. BARNSTABIF Wi 1 973351 WETLNDWELL TL !- 2 STORY�. l - WF/21 pQ� %A� P RD N '4J' 11 SWOOD FR 14't5 S 75YY • K/N M !� T3-P-2 / / / / 1243 L ( 11Y E ® STRUCTURE n 7S \ 24, ems S 4'le'20•.w 57 itRETE .� No UP GA s , . o2r 1 N EXISTING CONDITIONS I " eF - wF 9 n; FyuNDA \ / / \ n. io. s TS rr / r� C T s Ne'So•w 27e. Ne ZONE [xRs ADNALL ) 0 WOOD FRAME SEP I i \ la�� ,d A f \\ — =`—�� smucluaE � RITOD miME �J a (� t. FEBRUARY 22.2006 smucRw r5w . LP ty WT/IO T-PS ` _ Y R e ROSE .aARx\,R. / PA pRq O - .� WDAMMNYS fA, O SHALLOW POND lMA�253 \ _ e \ I• • �'W' ED:O' ,y \ ` 1e \ 1 - r ry �yy� _� H cc / / Z No. DATE DESC. F. TI-PB22*A ES IT P�AV�E•M 1 I ' CONC. A Ex�9T1N0\ UP . �RiY�_T_r ..J..g \ V , I •/L/j_ / WOOD FRAME — SFfnc •' s L 1 T-P1 OF.wATER'345. Y` M / AMC A ._� �_ . / D , LEGEND ^ A ) ) �+ (wE \ 491ee To CAL DD ' / 4lY W / 4 3 TO E q OF TER 44O'3 RECORD 50.9 X SPOT ELEVATION a 1 ,��, O T �l \• NN ( / C.B. CATCH BASIN K �/ / �/ / / \ I '62 \ /a DMH® DRAINAGE MANHOLE - / �� / pOS,pO • / ,- I I\ - • SMH 0 SEWER MANHOLE STRUCTURE / - TAH m TELEPHONE MANHOLE *Fit LIP LIGHT UPL UTIUTY POLE/LIGHT UPLT UTILITY POLE/LIGHT h TRANSFORMER / / ` PREPARED FOR: r t UPT UTILITY POLE/TRANSFORMER 6 1P %TF • BROWN, LINDOUIST, FENUCCIO Qc UP U71UTY POLE /� Y O W— OVERHEAD ELECTRIC LINE EOwARD T. rAirORO TR. Rx sCC 1 o EHH ELECTRIC HANDHOLE ASSESSORS MAP z33 A / Idi r I , RABER ARCHITECTS PARCEL m 203 WILLOW STREET •GMET GAS METER - i _ YARMOUTHPORT, MA 02675 —G— GAS LINE - GAS GATE ' /CB d3 ® I . WG (p'� WATER GATE ce BSC •Gp.,OuP W— WATER LINE TEST PIT I 349 Main Street W / / Route 28,Unit D ee CURB Cut NOTE. 93.0 j W.Yarmouth.Massachusetts 02673 1,WETLANDS DEUNEATEO BY BSc WETLAND SCIENTIST, - �'„ / 508 778 8919 NORMAN W.HAYES.PWS ON FERVARY 7,2001L y r © 2008 BSC wp G .Ins 1 SCALE: '- 40' + UP 0 20 40 80 .dr I, ISSUED FOR PERMITTING FILE' 8930-SP.DWG NOT FOR CONSTRUCTION DWG. NO:5698-02 JOB. No: {-8930.00 SHEET C2 OF C11 I • FND I 1 63 PA", a ,„ K HOD ;:� C' 1K°4 Tow OF BIVtNSTABLE h=~ ys i / AssESSORS YAP 233 OC�j• 1 �� \ V�a9-f•/ / _ N PMCEI J/� YF836„ .J YF�S r 7 / TOM OF BMNSiPBIE N/E - /• T _ -`'N OF Wy // ASSESSORS R= MAP 253 TOW SSE OF BPRNSTABLE Q 1 J i PARIZL nx-. ASSESSORS MAP 233 DIED / - PARCEL 17%-2cul J le fi s SHALLOW POND / .�//.2�// Asf/ \ \ I DATE '✓I \ ^ , R.RT)o cAtaAAnoN/ura ,�lU`t�� I I \J,J. PROFESSIONAL ENGINEER t Y _ / t NENRP BARRY Q OSE P.0.ARX S" �• i/J PLANS , EOOE OF BIT /'x 39<(/�ruY/� ' `) ;� I"a/ ^\, . 1./ r; ND LD, L IeB :I , SITE PLANS/ / •\`P_ fA�\ .4 S` .1 EDGE OF rrn,ERRE rNECOMMERCIAL 3/ V•.- +6 � .4-!r aF?3V Y" / 91,BStSf.URAND ,• / 1 20.00' ENTAIL 39F. �D N� w C 2 S,DRY 5,4,� • '.9 �i•E � ` .li REDEVELOPMENT WOOD FRAME �' 1. / yT Y.i021 ♦ [ - ' A 103.93Bt .' " _ - . F TTI / t T' \ / l�. // / j•! //'� 2./tACRES IOTK �9 421Y � STRVCTURE 5» \ - �rr. \ J 'A`ao nI.mEYI :tea cc � -P3 9'-/ � � � / / \ 1 i,BO]N .&Y /aE)': ['. 1-` -���_ �- •m� /:�UP #1555 ROUTE 132 �REAIAINS / 2.J' � (� � rF;TG� � a coNCRE4E (IfA Z \ I,. �.+-•e- 'Y=- „ .t�.� ,o' s,a,�o'ri se - r�oF j / F � 4 IN tVFJ18 •-� LOCK�NOnn A AREA / S U153IY w rQ \ � __ �� }'•% I r p ZONE EmS11r G EAOWP - ✓'�Tt� LNE�I y�•'" - _ /. / �Ln11T OF / �.r'" _ _ 1^z s:l nr I ��r\ rr� 1 ` HYANNIS ���,.�` 4 HOC)rinRE ,/ Jt.<j P�`✓ �+/ .i' C .I / r O • 1 --sn uc uri )5s ---- Rog / / ��3 F - MASSACHUSE7TS vSA�' .�� ��-- _ �l[ /. .j /•�F�\— \�:�1 -- /L gcB 1 jf �c3'�/,9✓'G9.G' 1V P ,_ WvtT��IfYAt — -/ / D� CH FIELD ♦♦�� LEA ,.�• V m rn I e to s.F` `1 rrFgtz� l ��— �-�J I � � LP i / / �� �PQSED �V OF�•TCE''ISLA. llll\ n. L SITE P I�� _- ISlN: FLnJ �/ I` BUVI.IIN V$ i. 1 I' I I 1,' . 1:FrRO Tt-P3 :X.l ), I(- - - I DRIVE':AY L e NRY BAR R ROSEp TR. X { r,'ll LOT a ra eT 1! SHALLOW.POND ' 1 , ; e REE\[\ s —�EDGE CF BN'. PFt19 .F1T7 '\' \t t\�. B.2F. :I _ _ I — UV N=ONC.PAD I II � �J MOfiNG +I EocE o P,1YEa�} ;' .-. � 1 APRILII.?A07 /EDGE OF-TER 34.3 1i�!� \ Y.At/5 1 /�.- ..'#/ �•,Er. N>•• � �tUCTI....,T— `�ll/17I�� EXISTING LOCUS INFORMATION �$ 1 J ' f f 1 /_. _ I911b l0 cc CURRENT OWNER: HENRY BARRY h ROSE P.CLARK TR. ,\1/ 4,5?VN i L J oe.*t0_EDcf aF wA,ER sw't REWRD RAN. } § „• �TI� �PO$T AND F h35S /1575 - ./ / / / / [� / / �/ / / /y ' 1.,' \� I' I\I I ` / \ " l 1 \ \r �Rnq FENCE/.r I TITLE REFERENCE; BOOK 13444,PAGE 2os BOOK 14238,PAGE 24 • / / I • _ `•`I I / PLAN REFERENCE: BOOK 141,PAGE 63 BOOK 254.PAGE 2 �D l/ExUCTU I/. l OA n �� sn,vcTURE 1 S/8/07 REV. PER INFORMAL S.P.R. ASSESSORS MAP. 1Zg •• ./ PFOt /' ,(a !i - I/ I ,. 2 8/28/07 ADJACENT RESIDENTIAL I - 1SIT.h 198 f! _ - 2 T, ACRES / / - ,. N'! Q 1/ Y / _ REV. E REMAIN EXISTING TOTAL LOT AREA: 2.2f ACRES '� I N/ _--.. h _ 3 18/07 REV. PER CCC COMMENT COMBINED TOTAL UPLAND LOT AREA 184.2843 S.F. 4.23t ACRES [� _ X I/1 I s= 4 07/08 REV.PER FORMAL S.PR N hcc I COMBINED TOTAL WETLAND R UPLAND LOT AREA: 201,4873 S.F. 4.833 ACRES - /" EDNARD i. T�iVi'ORD - aCr . (� ASSESSORS PARCEL MAP 253 HB + ( t9 .I ZONING GISTF4CT: RO-1 low SETBACKS: 30' ZONING COMPLIANCE TABLE 10' 20' ZONING DISTRICT: HE;- BUSINESS DISTRICT,RO-1 OVERLAY DISTRICTS 1 I' MINIMUM LOT FRONTAGE: 20' 21Y PROPOSED - - _ CRITERIA REQUIRED E70511NG WP REQUIREMENTS: 30%MAX.IMPERVIOUS LOT COVERAGE* .: MINIMUM LOT WIDTH: 125' 180' 30%MIN NATURAL STATE** - W"mUM LOT SIZE* 87.120 S.F. 40,000 MINIMUM LOT AREA 40,000 S.F. 98,832f S.F. 9Q814f S.F. PROPOSED CONDITIONS: TOTAL LOT AREA= 98,814 SS.F. 154.23 FEET 145.23 FEET IMPERVIOUS AREA 44,978$.i.3 OR 48% • NITROGEN SENSITIVE MINIMUM LOT FRONTAGE 20 FEET NATURAL GREEN SPACE-51,8363 OR 54% PREPARED rot ZONE ZONE R MKWUM BURRING FRONT YARD SETBACK 100 FEET 89.8 FEET- 4&5 FEET •100%RUNOFF MAINTAINED ON SITE.DRAINAGE SYSTEM DESIGNED FOR 25-YFJ1R STORM BROWN, UNOQUIST TOTAL FEET• 48.3 TOTAL - INIMUM BUILDING SIDE YARD SETBACK MIN TOTAL 30 FEET 29.8 In T PER REQUIREMENTS . FEMA FLOOD M - EVEN _ FENUCCIO ec RABER 20 HE DISTRICT: ZONE'2 AND ZONE•C•AS SHOWN ON PANEL 250001 0005 C DATED 8/19/85 MINIMUM BURRING REAR YARD SETBACK 20 FEET 3S0 3 FEET 229•2 ••PROPOSED DEVELOPMENT IS 100%w1THIN THE EX1511NG DEVELOPED AREA 203 WILLOW STREET OVERLAY DISTRICT: YYP MAXIMUM BUILDING HEIGHT 30'- 2 STORY 2 STORY 2 STORY , YARMQUTHPom. MA 02675 MAXIMUM SITE COVERAGE 30%- BWLDINC 9% 10% RPOD REQUIREMENTS: MIN. LOT AREA 87,120 S.F. MAXIMUM FLOOR AREA RATO 1 NA 0.1 TOTAL LOT AREA PROVIDED 95.832'S.F.* _ MINIMUM PARKING FRONT YARD SETBACK 45 FEET B•FEET '8B FEET • - T(N� GROUP T^T 71'� MINIMUM PARKING SIDE YARD SETBACK 10 FEET 0 FEET 10 FEET SEPTIC SYSTEM REQUIREMENTS 1Fi!✓\ 'VTiLlOUr I MINIMUM PARKING REAR YARD SETBACK 10 FEET , - 0 FEET 15S FEET SITE RESTRICTIONS: ZONE II- AREA OF CONTRIBUTION 349 Main Street •ITEMS DO NOT CONFORM WITH THE TOWN OF BARNSTABLE ZONING-BY-LAWS BARNSTABLE GENERAL BYLAW 232-5(A): WASTEWATER DISCHARGE- 330CPD/ACRE MAX FOR NEW CONSTRUCTION PARKING REQUIREMENT TABLE Route28,UnitD E)OSTING FLOW. JB RESIDENTIAL BEDROOMS a 0 %110 C.P.D. 4,180 G.P.D. W.Yarmouth.M89,.chUSettS Oz673 CRITERIA REOUIRED _ DESIGN ROW: OFFICE SPACE- 75GP.D.PER 1000 S.F. 508 778 8919 _ PROPOSED ROW m 18.260S.F. /1000•75 C.P.D.- 1.370 C.P.D. ' REWIRED NUMBER OF PARKING SPACES 1 SPACE/300 S.F.OFFICE- SPACE/200 S.F.BANK NET REDUCTION OF 4,180 C.P.D. - 1,370 G,P.D. Z810 C.P.O. ©2�T Itse O1°"P••"' 1 S.F. 1Z5 SPACES PER TITLE 5 SECTION 15.002(DEFINITION OF NEW CONSTRUCTION)AND A NET REDUCTION OF ZB70 G.P.O.. SCALE: 1'a 40' PROPOSED PARKING SPACE SUMMARY Z5 S.F.BANK/2F. 43.5 SPACES THE EXISTING SYSTEM SHALL BE UPGRADED To CURRENT STANDARDS AS A REPAIR 13.055 S.F.OFFICE/300 S.F. 0 20 40 �.'^' . 3 SPACES REMOVED FROM ADJACENT LOT - 3 SPACES ISSUED FOR PERM ITTING FILE:48930-SP.DWG S9 SPACES REQUIRED NOT FOR CONS E RUCTION DWG. NO:5698-02 SHEET I OF C11 • - - 52 SPACES PROVIDED JOB, NO: 4-8930.00 1 / Tp\'.N OF OARNSTABLE ' ,C'1 -tA $r. j ASSESSORS LIAP 253 - PARCEL 1]N-.2' A4• 6B TOY.N OF OnRN51ABLE- 30 '(I ---'', nssEs5.L IAnv zs3 / UP 1 • 8 1418'30'W 039f 10 EDGE OF•WATER 6WA Rl=W PLAN - /•. y 1 // I - 019.67r TO CALCULATION LINE !. .L - //. . 1 0 ( T."POND VMe0N0• • 1 I SL11 Dw Piro ADEE54 L � AvA ENIS"NO 9 ACE: - _ .;I• %/// / / �/ � - -/1lr O I IEHRY GAMY•NROSE P.CLARK M. ! • ' 1TULRN S ASSESSORS UAP.253 111 '< •// - / / /I ' _— P ICING LOT PnRCEt'198. F DISIM ORWE TO BE j E 1191V Q PARKO I REMAN - RELOCATED / 3 MEE LRIE • N - / ` - HENRYDARRY g ROSE P,CLnRK TR. - / DIRT ROAD 10 1 � -- _- -- -ASSESSORS L1AP 253 BE REYDVED AND REVEDETA / : - • ` S: M1'M^ty �. . CNIL PARCEL I4T / / _ • \ \ tt // • 32.In" � PROPOSED •!.I ,/// xy ..=09.p P/ / 91',96935 F.WLnND - il D733S F-NE1LnND / " - / / _ RAM OAROEII 103.9 935.,TpTAI ♦ :tELI ..2..3ACRES TOTAL - - / - RIESIOU OAL OU40M0 `S 75'44'31'E \ - r J / o N 7S'48'20'W (10 REN," \, I ^/. ,. - r ( / 1 aD� / 112,sronY 25.00 S 75' '31"E- BEAM l:1 r a1Re Cu ^ 9•a / 25.00' WOOD FRAME \ eE// / {�1��09 .. S a21T3T E T*�r r 5 1415'29*'W 155.73 - •sva mucmRE 01575 _ 1415'29�W 25_. \ \\ '1 (n° NooetEo) / P n / - OAIE 3290' - E TO - J srm \ \ / / PROFESSIONAL ENGINEER - 15 BE cc REQUIRED " r•• r LIE R ,.l •' - .— 4 _r _ Ia19 , SITE PLANS Y It9 ' r CURB S10P5 '. � Y1.5' R_I��-'-- a�'f�1J r0.3I/ /� 2oM 1.10' ��- y BTOFPP OF J O, FwOPa�D y 58"=— _ (I//r E >529,f COMMERCIAL • 7 15 � '� � up =RAM CAROFN/] L' 9 : Hs ZONE V y't SICK + ... - -. CCNC.WAIX 1D0T OF woia a % ® e CONQ wax r 6 • � REDEVELOPMENT ` HYBBAV./STLT.. _ a L 2 5.�R AIE si w t J PROPOSEO� #1555 ROlf1E'I32 - / I° 29. CIf� t• C+ • SR VCTUR n15S� 1S /: , /r.L 5ON(7SO): / RRe-l'Lr CC,`�. // > / CONSERVA110N AREA(r iOAC i / •. 0 (AREA wTssls as w(AND eE1 wn1 I'..Y ]s .. LANE smlPro As - Aw- __ __ e`% � / a orrEBwgr ! bi �` IN L1M L0R MID NfiTLAND) .:/ `" / PROPOSED RO1T 51R1 -_/ .. RE00011Y TORN OF' — - e'CONC.wAtx - VCC-- _ / N -BNOATARLE� - 4 e'CONQ wall u 'F� .CJ / /� RAIN cARo€N, C° .. .'i Ce� T HYANNIS . LP '. - (.'.J . 14 H:1;✓ e. T. ..- \ -,1 h�: � - - ..r r 1ANDBCAPE AREA N T. w FASTING L701E1.5 TD / - D03'• 'MASSACHUSE'I'1'S EN ' �• _ ,.'.� n'i V. f0. 30.]4 $ $ .. BE RATED \ /"� r �I. Oro ^ O .. V.:' / y zos T — AaiMo s s• a /- 1 Aat-TwE e/ _ I BARNSTABIE .. 8 G 9\ LP` /lP ;Ili ® - •17 p. 1egUILp l0 L0 LP LPti•`� � . / . / �I �. / 18.M ao Fr / 8 J LAYOUT PLAN y' .�IENRY bARRV k ROSE P.CLARK m: .. : - ❑ p.,L FN7: ASSESSORS NAP 253 (...'...I - SIT '"Nd-- _. ISLAND LAG ASSESSORS 7 S AR IC L PARCEL IG - SyI IT 'e* .92.3I935.F.UPLAND Z= ./ I p I 5;23015F.Y•ETLA'0 S.1935.F.TOTAL i L'.. ! I r m t /Qdo'` _p 21L00 0 `� S I r , 2.2FACRES TOTAL` -- F� L i1,Z(ID7 n l l "•y $ eaoD 1N'd r/ APRI LEA* 1 _ ,- 1 l i cc ' t $ - ''.• ' ORRE'-iNRU--- c W W —_�j U/ / \If To Lp i - _ —. � EDGE.OF PnVEI.ICNT. //, F? 4j.• - - • 7a Y.. ..LP" fF1 : : [ rUr1Y I �PT]IICNG \ IITt / 11/REJNiD EDGE - ® TPP WITH _ STRUCI IRE•..1555 'o e ^ I / / NOT REOOGI r •� l l /s•I )l / .A. _ / U -..: "G 1 S a 07 .REV. PER INFORMAL S<RR. / - - e j ENT RESIDEI AL 1 �� Jr 1.JENCLOAIRE' � � `• e�ED l me f9.tOD' � \ \ �].A� _ / V N 5 ` ® 2 8/ L 4 1__ _- ° - ADJACENT . _ . .. J - '.� ...__._� -•'• Il TO REMAIN 3 12/19 7 REV.PER CCC COMMIiNT yam,} - I _ 5 cGl ce ® Q �..1�: — _ = -- •:'�. -��c / '•iA - 4 /07 00 514 S o RELOCATE ��- O.w �_ 489t_TO EDCE OF WATER 8403-RECORO-.PIAN- - 9_ .EDSTINO MANSFO.11 I(�F E- C —E— E��m---�. PUN1M63 PAD 'iJ 'P _51- _. @ 10 UP P OIDullm Ogm : _ \� tt REV. PER FORMAL S.P.R.. , EDCC OF P trrEN1 I '1111 p 1 �./ `POST MID r_ �. / (,` ► , ENlsnlrc I 1 EmYARo T sTnFFDnD m: _ /y�i - / . SiRVCTURE Y _ - ,{O-ASSESSORS 1.lAP 253I- ; J I{^,L.FErICE ..// /� /U( OD\�PARCEL IS 1 DAfI L�\..�f PO� CC / •f 7�cD - pp XED DIAII - - , .I :_:=T' .=/r —_�_�,�:.f' Y/.• O /l �/\ / _ «. -. IlMwNws PARKING I -® . ' / i / / / ..�. _I - PREPARED FOR BROWN. LINDOUIST FENUCCIO,& RARER DNH l I /r \ l \ 203 WILLOW.STREET YARMOUTHPORT, MA.02675. % \ Q/ / I 11hSC GROUP ] \ \ \ 349 Main Street a v� T92q 0/ / ` Route 28,Unit D W.Yarmouth,Massachusett4 02M 508 778 8919 • .r T I / I lfl•' :_ - / ,'I / ©2007 BGG Oreuq be. . - SCALE: 1'-20• 0. 10 20 40 Im - ISSUED FOR PERMITTING fNOT FOR CONSTRUCTION oO 5890-oz SHEET .04 OF C11 JOB. NO: 4-8930.00 S 1415°10'W &M* TO EDOIt OF WA6\9$Or#RECORD PLAN� .. ., � ��\ �� // ' I 'e19.e>•ID cALalutlON uNE/ � _� j ` � � - // // 1 � �i ��, � ��� / / I �/ HENRY BNt17Y-1 ROSE P,CLM'm, / nSS PAIJRS UAP 253 P REEL 19D -CC LET _ _Irg0.1RAT10N I A n.LNRY BA P GLARK TR \ I I /I/ O( \ \ 1l ///a' �• �M����/ /. n St SSI� S UAP P5J / 7 t PnRGEL 19T O'dA IP w 5'.9'I9'l9 ,�\ 1 I f • •. /71,08535 F.IIPIArp I I RED F3324S RIY�sa.ao 12.4.' DAa4 /B9 11092935LD \ \ _ III fY- \ /I �- a0 / / • ICI / 2.n3ACRES TDiq, 48.20'W� S 754-e31' � !';�! . 2 STORY 2$.00' \ S 75' '31'� am ♦ / \ S 9217'37'E !•�I f / ��' ' Y.TDD FRAI.iE - 1 STRUCTURE,01575 , -1415�2 -- 25. ♦� tta 4sWa _ I b�Y E y''^/ 7&5 / 78' •�° 6.5 CAS _�_ .- - _� ��• '�..�� :J ASS .:'1 UP ♦ I'"k/N .. S//LOON � AIETEiI� _ .i S 1 W \\ \ J 278.7 _ _ �_/J—. Y�Ja�. 1iS1.10,'�.JS�$'30°\W \O ,s \5A8/4 3P'. ,\ e _ / /I ////�y//•// 'II( /TOP BENCHMARK5 LL2.9 8, DATE tI ZONE PROFESSIONAL ENGINEER RAM O � _ rZo+K= - x'p� J6. / l \ RAAYB OF ME/51LT LAY SITE PLANS/CONSFAVAIIDNAtaAI. 2ttAC ® ' I sT /rr ,� cA ALV; t, Y Un AM ►i l / \ - _ — — • -- I �e<;g! i / J?.� COMMERCIAL LP _ N 02 I xI ,, o REDEVELOPMENT L I.. 1 A / ` / CD � #1555 ROUTE 132 �wp`�_p — _ IN ZRI EDDO LP DN tP- ' _ _ 1 _ (y1��/I LP /t\ 4 / [pW I\ a� / � ���(�HY�A�N]N(IS�E�(• O M1y T / T 1 v 7'/ Pa� // 1 / / A'• ` / / Il.' 8 O k�V1JJ/1l.flUJG S S�7 NflY ARTS&ROSE%CLARN 1R: f. ./ / / I I I I Pn�D I f SiDD AND RAc 1 / / / nS5ES5CRs U ml 9Nd i j !r+.11935.F.UPl1NM = S 7 1 -mow UIT11.R d / 1\ 5.2J035.F. .ETLAID '.::: 'I JMF DR,vi onNYs�•fwAG 17 \ 2.23nCRE51OTA MILTRATp1 STSTEY 12A iB CC /LF 1 t 1 1 17 / GRADING P1AN / P Q � � �_ _ � I /, '_ b' I Lp CONC..PnD CI�Y l r;j� APRIL 11.20W 1 I Y�' r I EDGE DE YERN.1 I/( SMUG,r �I555 /•1♦ / `'. I r/ 3 ,4 - idED rl v Y'/ JI �. 'tIf ` �F.1/�•�a�` "�:i rl / 7 CC RR Mntlq- / /. / �/ �514 5 • _ °\\ - raw 498310 EDGE OF WA1EA t-RE'CORD-PUW- - L..J� `�'� --- / f / I - f E ___. - - N` .!\ j'1 .�./l' ' cc t 5 8 07 REV.PER INFORMAL S.P.R. PAD J-7:7— -5>-� 1.P MF1L�11tA71ZVt SS>:TEY' a UP , S 1� . _ 1 //o.l I.r/�i\Jf [ / II / '�`" 2 B 26 O7 AWACEPR RESIDENTIAL L,® -7-.•yz; D / BL00 TO REWVN rE. 7 51.47 J STRUCTURE ED.wnRD T.SrarFortD TR. \\ `PnLTEENGE � - ./ 3 12 18 07 REV.PER CCC COMMENT \' �. I ASSESSORS IInP zs1 V rt` PARCEL 15 \ LP \ +/ .r _ �I\ Iryq �• EDc of j (/ e 4 /07/08 REV. PER FORMAL S.P.R. �,1 DUirtEnTOj l _ - _ /CC / /••. DITUAaNOUS PARKwc I _ / �11 emery / DAM Az:- PREPARED 1I BROWN. LINDOUIST FENUCCIO & RABER �•� I 203 WILLOW STREET /' ;/ _ ;/• / l 92-I 0/ — / 1 YARMOUTHPORT, MA 02675 /vf C I / I1101IIIIIIIzIl l BJC GROUP 349 Main Street Route 28,Unit D W.Yarmouth.Massachusetts 02673 508 778 8919 c O 2007 Dsc c.PPP,k. I SCALE: 1'- 20' D to 2, .D ISSUED FOR PERMING TTI NOT FOR CONSTRUCTION DWG-No 698_°0"'2G JOB. NO: 4-8930.00 SHEET OF C11 + IA STUB•CAP ,I I / / • S 1415'JO-W t RECODD PLAN / 6Ja3 TO EDGE OF MITER 680P ' 619Ar TO CALCULATION UfOE - •I/ I r. I (�TORN RE90 ACCESS C PARKING OND AC I 111AEDW Pm W`-'-' � `./1.��• �.`J / 0 f. t _ • I I ` F-IRSTNG 9 SPACES - I NIT M1DNM HENRY BARRY 3 ROSE P.CURN 7R.1 ASSESSORS r.NIP 253 /I/ PARKIN O LOT PARCEL 190 w A N - ' / I EPTIC 3x.y' RELOCATF\DINODP�pOR•1 A0D NmD U(YBr O\TNO tS) 2�1 lit. TREC LINE TO h .�.1/•//_I//I//II/+7yd I, I BE IIENRY OnRTY 1,ROSE P.CLMN TR.' TRA10 ASSESSORS LAM 253 1 MELL TO B[ 'Tow5 i29.1YPARCEL OT RI PROPOSED \ +91,9052s.F.UPLAND ABANDONED M2u ° m- 0 RAN OR y° 1 .LS �nlp ROT- °0 POLE TO 1}• ,o../d'M1 Q I I . NDFI TO rIEL 2.42ACRES 707AL M60" wV • C b•e"q S 7S'44'31' L-�,R REMOVED \ • :+/ I G'J / 1 DDOMEESTIC� 73'46'20"W fI� - STOar 25.00' S 74' 'yl'E (TOO) ` )(/ oieeLARK DI WTI / SIR14CE 25.01Y FRAME \ a S 629Y37'E r $1416'29'W 1SS.73' sTRvtruRE;?IS)5 14'15'29' 2$. 0' "DON6vCre ' Na 4RN5 �'".• SCAwa . N 75'43'40'W RTDRMT �_-' \SkIH sPRRI�IN • \ CC I I a r / / 16.54. -IISH air �©\ � T I- $14T6'20'W 78.52' - F J G L , I W, _ W/O4 ALVE +,d S '43'40•EGk �•• /6.56' MEn CAS �. - •-s--..� 1� rA Ir r F r S 1 W 278.78' -] / _ W' - rsl.-1 zoNE 151.1 '30•W .• +•• BENCHMARK PROFESSIONAL'ENGINEER �. __ gip •".•r-,1�-L r._ r-'-� WIr I I T V WALL 2 I• I. � 'RAIN GARDEN p LppaNT 4-ID.1yy � � .I+D ZOV:� .� � '•�1 �M��"ZA � l I: I INV A {ABS,J / 2 STORY {�/ / � -- � C.-1 "'ram- / I/I •i ROT- 05 -I_ S1R11Y01CMRE u.i 9 apA 4,500 GAEDN -g-1 - ±--1 SITE PLANS . :-CQPAR,MENT wIr^�WOIL T \ H ED smn0 2 STORY 8 4 4•a o 2t smuCn°Te Lis RM-5 CO / �' ' CONSERVATION ARE,IL.2.oAc ® Do /It.l I COMMERCIAL CONSISTS OF BETWEEN(AREA NIP(AAD RD/ t ) ;l FIRE NDaN-w _ _ V' .-A "� "I• l _ UMR UWE AND Y[1tALHD, ( L _ _- el=..'., / �N REDEVELOPMENT ('.:' RO F DRAW(TVP.)- - sA c v ✓ / Run L/[ c0 I i cB I p y F. LP #1555 ROUTE 132 ('.::':( I �./ r a GLOW RD IN HRV.4A00 I / o Ply/ � tF•� ROOF OWN NV-40.°° _ ' �G�t - LP t - r: 4 /6.i, - - - PROPOSED 2-STONY - B'a OI.Ota '� ,I - - w I.ftf y ? ! ( rITIII: O�j HYANNIS `Y\ _-y1•(r. t r -(` ] OFFICE BIALO/0 ��LjjP�� lP .. LP . ] '( I PADC FF�53.so,00 R , Oh' MASSACHUSE'I'TS '91BB` r:.. ( `• �/ 7INd i J•�KLAND RAC 1 I ,I G�J:Ij / I i�I/ �2 �NSTAM P AIRY AMY&ROSE P.CLARK m t lr ADS/7 n5SES50Ri LIAR 253 7 ( :'� ARI NC 1 T L- POLE y' / OPINE YAY,I �}• Z 1 P .PARCEL TB 1 I;...:.:r �/le'I (TYV,) \ " 92.31725.F.I1rLNlp f : � 5.2302s.F.nEnARo :i - - - - - - - - -- oNL�4noo b O \ 92.5492S.F.TOTAL L' 1'.... I 'i ROOF BRAN(TV.) , INPEC110N 112 Q' 2.2tACRES TOTAL r Cl01.0% - (TYP6F I �1 - .r r 1 2) l nun PLAN HIM v� tnai ssTEii:Re I J I ,•/ Nv-sAoo � 2> � � i RIM I RIM 1SrOD t �I I - nIRAIM p- - .ta _M- -`..� / S �/ 1I RESERVE _ 11 A _ CONC PAO � � O�If�f W z ' 'T Nw I EDGE.or P A U KIMf,AAjj--4B.10 I �1e 6` _ T AB50 TNG FI ' L M? ��TBTEM-�R. , J TP 1 ' p/I TtAawo nm I P APRIL 1 T007 1 To,WIDE LP _I / )B �. 4e.00 I M lu r I/ 2� SLPT,CC - SEE SHEET C7 \ / / I i�UP + . I EAEACENC OW L I ___ OVERII. u - SIRVCI IRE 1555 �7 I /'4 •3 F.8 '�.t i ;!, EDGE OF RnMT�p AREA �_ - ❑ (_ o y _�_ Y.0 A �CS� LOCAL UTILITY CAPER I O, DATE DESC o °- Acc N - 5141 W• -^�" \ 1 4963_TO EDGE OF WATER 3-REOORD-PLAN- - _ • -'- _ -. _Ir I ! 2- p 'TRANSFORM ER ELAN E_ E " 7 • L� I 1 5/8/07 REV. PER INFORMAL S.P.R. . -- a 944ME•M IM- _ E-< 2 8 28 07 ADJACENT RESIDENTIAL - - - '�P -1-�5zoo��� // vFNT(PMCII ,H (P 8LD0 TO REMAIN ! BILLAINfAI c� rN= : ~ -1 R 3-stw7' \ r TO OIAlm i^ 0 UNE PER LOCAL I I ( I •T 3 12/16/07 REV, PER CCC COMMENT . I - EDGE r EFIEI: 4 I N/F I I I V.A 00 ,, \ \POST AND VTUIY COYPMY^ / _1 EARNING EO,IYnRO T.SIAFFORD m. y,((B CO a gAll FENCE . / I STRUCTURE IN 4A \ `41 A$SE$$pR$AIAP 253 v.(c 7.80 ` J P \ .-/ I 1 / I' .. 4 07 OB REV. PER FORMAL S.P.R. '9 •\ PARCEL 15 V 7.CO "hL EOC OFF 1� �Dr.RI\ I I I© I.n T. '\� \ MEnTED//¢, cCIT D BITVIAIHOUI PARKING IDoMTI CONSTRUCTION NOTES: CONNTRLJC71ON NOTES(CONT): L17RITY NOTES ynuTY NOTES(COIN} 1.IN GEN[RA4.THE PUNS,ARE DIACRAMMAIIO AND ARE NOT 6 ALL PAVEMolT MARKINGS,P ANY,061URBED BY 1.PRIOR TO RECEIVING AUTHORIZATION TO CONSTRUCT.ALL 7.0=C1 M TELEPHONE,CABLE AND CAS UTILITY SOYS,AND PREPARED FTM! TIIIETIDED To SNOW EVERY FTY"M CHANGE INDIRECTION OR CONSTRUCTION SMALL BE RESTORED AS PART OF THIS WOIL MATERI ND SHALL FEET THE STANDARDS A REOTE SHOP APPURTENANCES SMALL BE INSTALLED INACCORDANCE WIN _ BROWN. UNDOUIST METAL OF CONSTRUCTION. DRAWING APPROVAL.BASED ON MANUFACTURERS DRAWINGS AND REQUIREMENTS W THE APPROPRIATE UTILITY COMPANIES . A THE CONTRACTOR SMALL 9NIHTUIE ALL SAFM MEASURES OTHER DATA. FENUCCIO dt RARER 2.THE CONTRACTOR SHALL GIVE ALL NOTICES,COMPLY WITH NECESSARY TO PROTECT THE PUBLIC SAFETY. THIS SHALL B.THIS PLAN HAS BEET PREPARED AS A SCHEMATIC I ALL LAWS AND REGU ATION%OBTAIN ALL PERMITS NECESSARY. INCLUDE,BUT NOT LIMITED TO.BARRICADES.SOM U GH79M 2 ALL PROPOSED STRUCTURES.PIPES OR UTILITIES CONNECTM0 REI9ESENTATION a:THE PROPOSED ELECTRIC.TELEPHONE,GAS 203 WILLOW STREET AND PAY ALL FEES ASSOCIATED WITH THE INSTALLATION OF THE FENCES POUCE DETA4S AND ANY OTHER MEANS AS DIRECTED. TO EXIST 0 STRUCTURES, PIPES OR UTR1nES SMALL BE MAIN AND WATER SYSTEM IT S NOT THE INTENTION OF THIS ' WARN. No TRENCHES ARE 10 REMAIN OPEN OVERNIGHT. VERIFIED FOR LOCATION AND ETEVATION BY THE CONTRACTOR DRAWING THAT EVERY DETAIL DEVK.L FIE.1 OR PIECE OF - YARMOUTHPORT, MA 02675 PRIOR To CONSTRUCTION.ANY DISCREPANCIES NOTED SHALL BE EQUIPMENT BE SHOWN. FINAL DESIGN AND APPROVAL MUST BE i THE CONTRACTOR SHALL PROVIDE ALL MAIII LABOR. 10,ALL UNDERGROUND UTILITIES SHOWN ARE APPRODMATE REPORTED TO THE ENGINEER. i _ OBTAINED FROM THE RESPECTIVE UIR UTY COMPANIES FOR I SUPEITES A INCIDENTALS EQUIPMENT.SSLAR POR T E FATMV G0.Y AND WERE COAIPIED ACCORDING AND P BL AVAILABLE RECORD LOCATION OF 7RAMSfOU1[RS.CONDUITS.CAS METERS AND �^^ ��� I FAWTIEs AND TM71M T ST RT_Up AND FOR THE FVRIISINO, FROM THE VARIOUSB COMPARES AND wwtc A071CIE4 ACTUAL S THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONFECTION TO BUILDINGS.. `J'l(VP PERFORMANCE 7ESTN0.START-UP AND COMPLETION OF THIS LOCATIONS MUST BE DETERMINED N THE FIELD. BEFORE ADEWATE RECORDS OF THE LOCATION AND ELEVATION Or ALL P WORKDEsaN4 EKGVATNO,BlAS11NQ INSTALLING,eACKi1U1NA WORK INSTALLED. THE CONTRACTOR STALL PROVIDE THIS A AT THE COMPLETION OF OPERATIONS,THE CONTRACTOR GRACING,PAVEMENT R610UTION.REPAW40 OR OTHER NFORMAndN TO TITS ENGINEER FOR USE N PREPMNO 4.ME CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS CONSTRUC11D1k ALL UNITY COMPARES MUST BE NOTIFIED AS-BULLTS STALL BE RESPONSIBLE FOR ND.SOL ALL NEW AND CENTS. FOR THE SAFETY OF PERSONNEL AND PROTECTION OF PROP[ATY INCLUDING THOSE N CONTROL OF UUInES NOT SIO'IN ON MS DRAINAGE 91RUCTVRES Or SAND,saL OR OTHER D[BNA ., 349 Main Street AT THE SITE ADJACE/1T iHHERETo INCLUDING.BUT NOT LRaTEo P1All SEE ONPIER.170.ACTS O'1M73.MASSACMU5ETI5 4 UNLESS O111FRWSE NOTED DN THE DNA..OR N THE 10,NSTALLATION AND 1FSTN0 OF THE WASEN MAINS SEItWLE Route 28.Unit D 7%11 SHRUBS,LAWNS PAVEMENT$ROADWAYS CALL'DID SAW AT 1-e9e-344-7233. DSC ASSUMES NO SPECIFICATIONS.ALL PROPOSED DRAINAGE PM SHALL BE Ir CONNECTIONS.GATE MYES/BOOS HIVORARIS,AND F11TNC5 W.YaFmouth,Massachusetts 026Td STRUCTURES AND UNDERGROUND VTIUM NOT DESIGNED FOR RESPONSMYT FOR DAMAGES INCURRED AS A RESULT OF ADS PALE REMOVAL.RELOCATION,OR REPLACCMD(T. UTILITIES OMITTED OR INACCURATELY SHOWN. BEFORE FUTURE SHALL QOFIPOIIM lO 1ME 1ON11 di BMN9TABlE RIEOURD/ENTS COWNWIVORS.THE APPROPRIATE UTILITY OMMORNO a ALL°RAN MAMMIXED SMALL K r OALETER UNUI 11.SIRE OF GAS UK 10 B[DETERMINED BY REMAN OAS. SO877 e 5919 A THE CONTRACTOR SMALL BE SOLELY RESPONSIBLE FOR TITS DEPARTMENTS MUST BE CONSULTED. OTHERWISE NOTED, . I MEANS METDW,TECM%QUE".,,SEOIENCE9,AND PROCEDURES - - oF CONSTRUC°ON REQUIRED FOR THE NSTAUATION O-THIS 11.ALL METHODS AND MATERIALS SHALL CONFORM WIN THE A IINlEi4 O71QIrM5[NOTED•ALL[1041N0 U1NTp THAT IL ALL PIPING"THIN 101 OF THE PROPOSED BIRDNC 10 BE C 2007 BSC 01Rup,Mrs. MIRK. MASSACHUSETTS HIGHWAY DEPARTMENT STANDARDS AND TOWN SERVE EKI5010 usts/&N ADING D"m NO BUT NOT Lamm CAST IRON PER WSSACINS[T13 STATE pLUYBINO CODE SCALE: 1'- 20' A, OF BARNSTABLE REQUIREMENTS.CONTRACTOR To COORDINATE 1%DRAIN.GAS.TEEAIONEL CABLE AND EEc1KIC E1All BE 1].All EIISTINB 9tIP11C NAIi011E413 70 B[PUMNPm AND - 0.C OD 5 SHALL BE NEW FUND FIFE RIOY DEFECTS AND O�Era P �g AGENT REGARDING CONSTRUCTION ADJACENT PROTECTED. SHALL S CE � ABANDONED N ACCORDANCE.WITH TTIE 5 NELTRAT10N3 0 10 20 40 rm 7 ,HE CONTRACTOR SHALL K�TIE�s5 F,�FROM CONSTRUCTION. ISSUED FOR PERMITTING TR ACCUMULATION OF WASTE MATERIAL AND DUETS DEBRIS, ERE:4No:Sege-02 RESULTING FROM THIS WOOL NOT FOR CONSTRUCTION DWG. No:sage-02 . - SHEET 06 OF ClI JOB. NO: 4-e930.00 I I SOIL TEST PIT DATA: SYSTEM PROFILE: NOT TO SCALE VENT DESIGN CRITERIA: GENERAL NOTES: / EXISTING FLOW: I.THIS PLAN 6 FOR DESIGN AND CONSTRUCTION OF THE 7-EXISTING UTIUTIES WHERE SHOWN IN THE DRAWINGS ARE TEST FIT 91• TEST PIT�2_ TOP FOUNDATION CHARCOAL FILTER. SEWAGE DISPOSAL FACILITY ONLY. APPRo%IMAT_THE CONTRACTOR SHALL BE RESPON-SIBLE GRD.EL 52.6 ORD. EL 53.2 a"= 00 38 BEDROOMS ®110 G.P.D./BED = 4,180 G.P.D. 2 ALL CONSTRUCTION METHODS AND MATERIALS SMALL FOR PROPERLY LOCATING AND COORDINATING THE PROPOSED NA NA CONFORM TO MASS D.EP TITLE g AND LOCAL BOARD OFCON S7RUCTON ACTIVITY WI1N DIG-SAFE AND THE EST.HIGH GW. EST.HIGH GW. EL-5298 CAST IRON COVERS TO GRADE HEALTH REGULATIONS APPUCABLE UTILITY COMPANY AND MAINTAINING THE ExH4RING UTILITY SYSTEM IN SERVICE.01G-SAFE SHALL BE NOTIFIED PER A ALL PIPES LOCATED UNDER PAVEMENT OR TRAVELED WAY THE STATE OF MASSACHUSETTS STATUTE CHAPTER B2, DESIGN FLOW: SHALL BE SCHEDULE 40 OR EQUAL SECTION 409 AT TEL,-t>eh7M-7273.THE ENGINEER DOES 4-THERE ARE NO KNOWN PRIVATE IIELLS LOCATED WITHIN,50 .NOT GUARANTEE THEIR ACCURACY OR THAT ALL UTILITIES AND FILL FILL r - FT.OF THE PROPOSED LEACHING FACILITY NOR ANY KNOWN SUBSURFACE STRUCTURES ARE SHOWN.LOCATa15 AND 18,260 S.F. OFFICE SPACE ®75GAL/1000 S.F. ' WELLS PROPOSED WITHIN 15W OF ANY KNOWN LEACHING ELEVATIONS OF UNDERGROUND UTILITIES TAKEN FROM RECORD FACILITY. PLANS THE CONTRACTOR SHALL VERIFY SIZE, FROM AND 30" 36" CAP END 18.260/1000 % 75 = 1,370 GPD INVERTS OF UTILITIES AND STRUCTURES AS REQUIRED PRIOR EL=50.1 EL 50.2 PROPOSED LEACHING FIELD I=H 5.WITHIN LIMIT OF EXCAVATION REMOVE ALL TOPSOIL SUBSOIL TO THE START OF CONSTRUCTION. 9 OUTLET NET REDUCTION = 2,810 G.P.D. (67%REDUCTION) AND OTHER IMPERVIOUS MATERIAL. 1 REPLACE ALL EXCAVATED MATERIAL WITH CLEAN 0.INS SYSTEM IS NOT DESIGNED FOR THE USE OF A =C I'E B.GRANULAR SAND,FREE FROM ORGANIC MATERIAL AND GARBAGE GRINDER A GARBAGE GRINDER IS NOT I=G + REQUIRED SEPTIC TANK: DELETERIOUS SUBSTANCES. MIXTURES AND I.AYFRS OF RECOMMENDED DUE TO RECOGNIZED ADVERSE IMPACTS TO THE 10YR 7/4 �0°OAILON M.SANDp DIFFERENT CLASSES OF SOIL SHALL NOT BE USED.THE FILL LLAC HIIG FACILITY. .. C § 1,370 X 200%(1ST COMPARTMENT)=2 740.GAL. - SHALL NOT CONTAIN ANY MATERIAL LARGER THAN Two 8.EXITING INvotrs ARE TO BE CHECKED BY THE CONTRACTOR COARSE SAND SEPTIC TANK tO1R 7/3 1,370 X 100% 2ND COMPARTMENT =1.370 AL. INCHES A SIEVE ANALYSIS,USING A µ SIEVE,SHALL BE PRIOR TO CONSTRUCTION. n MICR WATER EL=K ) PERFORMED ON A REPRESENTATIVE SAMPLE OF FILL UP TO 10.THE ENGINEER IS TO BE NOTIFIED OF ANY FIELD a/ANCES _ SEPTIC TANK REQUIRED =4.050 GAL. 45 XF BY WEIGHT OF THE FILL SAMPLE MAY BE RETAINED ON THAT MAY BE REQUIRED. EL= 42.6 120 SEPTIC TANK PROVIDED: `40_GAL ANALYSES ALSO SMALL BE PERF ON TTHE HE FFRA�cnOON�OF FILL SAMPLE PASSINO THE#4 SIIEEVME. 120" SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL DATE; EL-43.2 1ST COMPARTMENT PROVIDED =2,980 GAL MEETS EACH OF THE FOLLOWING SPECIFICATIONS: SN OF _ s DATE: 2ND COMPARTMENT PROVIDED =1.420 GAL ,00%MUST PASS 04 SIEVE(4.75 mm EFFECTIVE PARTICLE a TESTST BY BY.: 5/16/O6 - SIZE) - MD c 10 x-100 x MUST PASS 950 SIEVE(0.30 mm EFFECTIVE THE BSC GROUP,INC. TEST BY: PARTICLE SM $ cve WITNESSED BY: 7H BSC GROUP.INC. INDICATES VARIANCES REQUESTED: SIZE OF LEACHING FACILITY REQUIRED: Q X-20 s MUST.PASS JMOO SIEVE(°.15 mm EFFECTIVE "°'°6I'T DON DESMARAIS WITNESSED BY: OBSERVED DESIGN PERC. RATE•_ MIN.<2 PARTICLE SIZE) IEptS° PERC.RATE DON DESMARAIS - GROUND WATER NONE - / INCH 0 X-5 XE MUST PASS 0200 SIEVE(0.075 mm EFEC71VE olluL'� <2 MIN./INCH PERC.RATE: pppppp LONG TERM APPL. RATE 0.74 G.P.D/S.F. PARTICLE SIZE) SOIL EVALUATOR «MIN./HNCH PERC.INDICATES 1,370 GPD / 0.74 GPD/SF = 1851 S.F. A MARK DIBB SOIL EVALUATOR TEST SOIL CLASS: MARK DIBB ,DATUM: i/..41v r�/ZGG4 INDICATES ISIZE OF LEACHING FACILITY PROVIDED: ADDITIONAL SEPTIC DETAILS 1 SOIL CLASS UNSUITABLE VERTICAL DATUM: N.G.V.D. - DATE T MATERIAL 68• X 28• - LEACHING FIELD - DISTRIBUTION BOX - SEE SHEET CB- PROFESSIONAL ENGINEER BENCH MARK USED: TOP OF HEADWALL LT.A.R. - BOTTOM = •68• X 28• = 1904 S.F. INSPECTION.PORT - SEE SHEET C8 - - 0.74 G.P.D./SO.FT. L.T.A.R. BENCH MARK SET: ELEVATION 52.98 1904 S.F x-0.74 GPD/SF- = 1,408 GPD 0.74 G,P.D./SO.FT. NOTE EDGE OF WATER ELEV=34.5 - - PARRY'<ROSE P.CLARI�iR. ` N,.I o I_//./ / SITE PLANS ( ) ASSE55(TRS ItAP 253 PERFORATED VENT PIPE I I DITUI.IINOUS / PARCEL 190 LEACHING FIELD DETAIL: NOT TO SCALE 4•PVC SCH 80 I I / / __--_, /PARKING LOT _ I \ 3 �^ PROFILE 30'MAX COVER VENT - -.,1 " / S COMMERCIAL BIT.PAVEMENT „ / / / '\ _ SERmaNG LOOaN0 HOUSE TO BE , REDEVELOPMENT FINISHED GRADE VENT ENDS n /' q/ EMS71NO SEPTIC COMPONENTS / _ _ _ _ C RELOCATED/UPGRADED(BY OT/ERS) _ 4S BENDS I / l 1. / / \ Li - / INFILTRATION SYS - -- -- IT vc CAP END OF LATERAL / � i� /`� ' . #1555 ROUTE 132 4'P • �^ •��' •W4Eto!:•Af +` •' OEP1H \ - / RIM 6=S2.75 6TIA lP W 'STONE \ b v "AJ1iD%b6 RIM 9=3270 X�I 32 V.' PROPOSED �, _ 'a• °a' • • • • • \ _ / - / 3 I RIM 12-SZ45 RIM=53.00 / --IN G/AI /2 \ I ` IN c •68' • BE LEVEL BOTTOM• - RIIN=5145'46'20- 50 I _ $75'44.31\ 1,-4'L) \` R ro GAPED\ !r / �/ HYANNIS l / DNo W\ z5.00 38•MAX ,2•MIN.COVER \I� / •a / 2 STORY S 75• '31" \ \ _ :I// / MASSACHUSET17S ✓ >,-/ / ! .00' I:ooD FRnrnE / \ I /2%MR FINISH GRADE BIT.PAVEMENT I STRUCTURE dl5]5 74.1$29 25. \ s 4•PERF PVC SCHD BD) \ X' ' BARNSTABLE Y.1 MAXIMUM L) ( ) / / N 75' 5MH +>. \ ,+ �t` S 14`16' 0"W/ 78.52fcA: _ _._.---�� _���E Isar/ l©) \ /�� / 21, 2"MIN.OF 1/B•TO -1/2'WASHED STONE 6.5 ,- GAS . II `_._ . \ \� o_,� .g__� ;rJ dUP SEPTIC 4' S' 5' a' / / V-(up1L •Ly y/ -\ - - /! BENCHMARK: PIM • W._.1 W ',_ l28•- G $1.1 Q_ 30"WT t-1/2'DOUBLE - ,�/ a r:�.� -----t :� r-I-/. _H - -W- W�\ _ 56 43 -1• - ' EHEEV W5298 WASHED STONE(NO FINES) RIM b491g CROSS-SECTION _ / / L �. 1 j L \ U OTD TFortnAr. 9 , tF_i ~ \O�S i.JW f \ I / / APRIL 11,2007 I_I S RUCTU.E^I i G 4 S00 GALLON .9 /.J 2-COMPARTMENT INVERT ELEVATIONS: / �,� /� - - J H-20 sEPTIO 2 STORY / , T A YJOOD FRAtIE t .� / T+ 29.68 CK STRUCTURE(!XS FINISH FLOOR 53.00 A / /2°f' { a o 2x {. RIMms2 00 / / cc 4' INVERT AT BUILDING 50.49 B ) / L \ � _ 50+80_ 4" INVERT AT SEPTIC TANK (IN) 50.13 C aF�oEN 82 4" INVERT AT SEPTIC TANK (OUT) 49.88 D • / :r- - / $ \ 1 \ ` 4 4 -LL/ -l�/. , �• ' / \ cB M Q 9.48 4 1 / /.�' / / / n a:D -I I n Q NO. DATEDESC. ' _ 49 H D-BO%(DB-9) I` •y y <. 4" INVERT AT DIST. BOX (IN) 49.34E / N / 1 \ \ 4�' $ W/MANHOLE / 'ry / / . ; �''/ o '•, O 1 5/8/07 REV. PER INFORMAL S.P.R. 4" INVERT AT DIST. BOX (OUT) 49.17 F l� ,r%.a / lo' /I /• I \- �L,\2os 8 30'x \ ` u'0° / I RN"1 2 6/26/07 ADJACENT RESIDENTIAL INVERTS AT LEACHING FACILITY: '1e/ / / �r - - - - - -- _ - - - - - _I/_ `V/ SLOG TO REMAIN 4" INVERT AT BEGINNING / I PROPOSED 2-STORY / I rCOC OF LEACHING FIELD 49.00 G BREAKOUT 49.50 I. OSQ.FT.- LP _ -u'- LPo" 0 OF 3 05/07/08 REV. PER FOR AL S.P.R.ffiOFTICE '.4 00 FLU ' Nq T ( 4 5/07/OB REV, PER FORMAL S.P. ./ I F.F.=gA00 (,) IZ)4" INVERT AT END Dn.'.nrlol; / I I " -- FLnc� ,\ ll w ..�� \ a / `(u OAR RIG L)' (X 15LnND OF LEACHING FIELD - 48.72 H -C- ELEVATION AT BOTTOM Taooy / of J 29.es' $ ! '7/.9e'8 20.00 / / PORT(TON OF LEACHING FIELD 48.22 J i I I saOli• � 8' Iry o a PORT TIN of , NO OBSERVED GROUNDWATER - �' g 21'S Cc / i - -ate' / / 1 BOTTOM OF HOLE 42.60 K ' � °' I U ' / C �/- ♦ \ g x RESEAVE AR / / SEPTIC TANK DETAIL: 4,500 GALLON H-20 / _ _ I / T ill , v - _ - _�-f-� - - JJ _ EDG (-PAV ANENT RIM 4 e49.50 r ---- CONC Pnp I 1 \ ABSORPTIONS / �� NOT TO SCALE SHOREY ST-4500-H-20 OR EQUIV. / -� - -�- J I I 2 „` FOFL s'IrIG/ A LEACHING FIELD I / , f.f PREPARED D ( P I SEE SHEET c7 \ /// /! LIP BROWN. LINOQUIST ooERn , / tJ ♦ sraucT II lasss /. \ / /" FENUCCIO & RABER NOTES 1.SEPTIC TANK SHALL BE STEEL 5-INLET AND OUTLET TEES TO BE CAST IRON, ' EDGE OF p; O / ^ " o u 4r 1) TRANSFORMER 78D(PER / RONFORCED CONCRETE TEES T/°PVC OR CAST-IN-PLACE CONCRETE / 1,N1;0 AREA -/ ` - V' C:0 A�'-` / r / - LOCAL UTILITY COMPANT� ,/ ,'-[:�, / '.I 203 WILLOW STREET 2.SEPTIC TANK i0 WITHSTAND H-20 LOADING TEES TO BE CENTERED UNDER MANHOLE COVER. / � - - --- v 3.ALL PIPE CONNECTIONS AND CONCRETE `1-�/ YARMOUTHPORT, MA 02675 coNsmucnoN sHau BE WATERTIGHT. } I/ 4.FILL ALL UNUSED KNOCKOUTS WITH 3-24'CIA C.I.HEAVY DUTY MANHOLE COVEflS `• f )- R g0 BROUGHT TO FINISH GRADE l l..J \ 3 __ �_3 ��� ��� MORTAR. TEE TO BE UNDER M.H.OPENING ,'MIN. LS. i ' ' S_ /h6l 1;F pE ., ' \ -"� ` O __ CC / x Ilv VEI 17-0' RAISE M.H w d 6' \�- 496t TO EDGE OF WATER 540_•#RECORD-PLAN- - B6 T CALCULATION µ` IM=50.80 r I T \� f cG I <<' 349 Main Street SEVER SICK TRANSF A,ER E E- E 51- A.I.P WFlITRATON S15TEM' I`Y;•I k' 1 I.\ 12 PAD P B XII Cy-'ANC- _ =1-==52°0- \ VENT PITCH,- X u S., �- / / / l •/ T Route 28,Unit D I 16'-0'-� _ 2 4 7 ROPOSED EDGE OF P EMLT I R 3=51.Q• Il\ ( / `I W.Yarmouth,Massachusetts 02673 3• ` CB{\ ' I SI I I \ POST ANp TO DRAIN ��,ti UTRITY E PER LOCAL / 508 778 8979 M _ -oEDIYnRD T.STt.FFORD TR. ` \ \ �'( L E / :Io REQUIREMENTS PRECAST SEPTIC TANK iRUCTURE RI-49. \ AI F VICE /c: Y-0' INLET TEE :�7'-6' �S n5SE5SCR5 G,AP 25} - 6'-0' T- fi' S w I \ 9 O \ PARCEL t j. 'L,' EDC CI%. / 1 / I © 2007 BSC Cro"P,I"c. 1' bu '- B'-6' l0 \ l \ PLAT TED O O XI' �DI.R Ran// -._,' _- -• \' / -III iVI. DEPTU "KV ,n cB maN .a.. Nrri• -r i' i /.I SCALE: 1' 20' °� o //Dl.nl -- ; / C SLID• OR P RMI ING ,D 2D 4o P= B.. :.•N T LE BASE .. CITW NOUS PARRi-MG °"" FILE:48930-SP.DWG BOTTOM ON lEVF1 STABLE BASE •1 / / '; PLAN VIEW 6'MIN.3/4•TD +�'F "F „ I 1/2'STONE CROSS-SECTION MEW / B�-H / I to , o� .� �- / / / O F It�CO STRU I ION DWG. NO:5698-02 - / I : / / I JOB. NO: 4-8930.00 SHEEP C7 OF Cl1 DLIH '% � I Y TO .. L ,LOL PRECAST UNITSH ' r CRUED - 91ONE BASE AI TGRNATE ECCEN7RIC CON K-ROM = 'J Rg•A DETAILS B•DIA NO. OF OUTLETS INSPECTION . - - -- 2r SQUARE - - COVER(IEENAH I W.f. PATIO R-tG7hA BROUGHT FIIWSNED DI M �TTP. PATIO BiDL7( To GRAPE REMOVABLE r WALLS . ..: ..: I.DISK.Box,D WDISTAND H-20 LOADING i . 1 1/Y Inl Al NA TOP AR 2.PROVIDE INLET TEE ON BARE WERE t/a•TO 1/r BIT.COME PAVE. l T W�a��S GAS R./R OR. 1 FRAME AND GRATE PER WASIffD STOre ````i ` CRUSHED STONE 0' 0.r OU 1 1 FIRST TWO FEET Of PPE Ol/f ON DISK. J.Ma IYIAVI�K STANDARDS S s.T BOX TO BE LAID LEVEL. :- (TTP-) : a)4 L 4.ALL PIPE CONNECTIONS AND CONCRETE JOINT DETAILS C YIN. FOR BE u5USED `I BOTTOM ON IEVEt 4 CONSTRUCTION DOLL BE WAreRTIDIIT. r �` �` 1: (WS To Ist LEACHING FIELD STABLE BASE a,FILL ALL UNUSED KNOCKOUTS WITH MORTAR - I n x'-0•!1• "� ADJUSTM ENTS.FRAME DISTRIBUTION LATERAL �•` C CROS4-SECTION t tY B SLED 8� DUYfl[fl TO BE SET N FULLTK b^fg py BED or MCRME -A _ - y C SEE JOINT DUALS li PRovaE v GPDRNo Jp•To T-T/2• SC MAR nee Yiggg y I'-0•i 1'DIAMETER GOUT ALL AROUND - DOUBLE WASHED 4•PERFORATED CIVIL 1 � R OUTSIDE of PPE STONE(NO FORM PVC PIPE SDI.40 JO' N.Awn :. At Y CLEARANCE FROM SAND 70 BDX ABOVE PEAS7ON[ PRECAST DIST. API NOTES, MORTAR AT MORTAR ALL,IOIMIB - A USED SEA=WITH BUM RK SSM ALL PRECAST JOINTS TO 09 a'Mel 'EXIETDDLAT011'TRA (NO STM IN 1. P TO . - 2 OEM To CONFORM TO � ISPECOON PORT 0 -201MDO0. k PLAN MEWCONTRACTOR HAS THE OPTION To USE A<>E,MAre �� OBSERVATION PORT DETAIL DISTRIBUTION BOX DETAIL: TOP 9JiS. Y CRUSTED slw BASE PROFESSIONAL ENGINEER PRECAST CONCRETE CATCH BASIN NOT To SCALE NOT TO SCALE NONC SITE PLANS COMMERCIAL CONFORM TO LOCAL I= c E L�AL I=�REODIREME71TS) �"AN REDEVELOPMENT I7EPE STATQAR0. 1•- -I ABLE VALVE BOX PER LOCAL - ROTATE HYDRANT - WATER OPT.STANDARDS CROSS COUNTRY PAVED HYDRANT BE Ma NNAMO A`°1Q1T AS REQpXED #1$$S ROUTE 132 To GRAD[S REQUIRED D (2 �� GRADE ` A9 ONREQUR WAY Y)CONNECTION SAIW cRaunD 1 - sLRRFACE COMP GRAVEL - TRENCH WIOTH,Ws OR VIM IN STABLE VALVE 80X - - e MIN LOAM AND a® I 1REQUIRED STANDARDSFIRE orPr. - '. COMMON FILL MATERIAL i aAMETm a PIPE LaaIEWUUED GEEwiED KL.��L�(H�,LY/N��\L N1S�.E�E•�FINISH PER ( Q�10 (SEE CO PAcnaGS FOR tr AID SMALLER Y-0• a-r LV'YlSSAC 7USE L F J $ ,a• r-r r-r i 1 sHEETuaq IF USED.SHALL BE LEFT ,B. J,_e• ��, BARNSTABIE IRNDIaTURBED 8 I /2 /2 Nm0W1,d(CFPT° Ee ERI�oTIEAW9: t Ir GATE VALVE e•OAre VALVE T,l DDIG7ED ORI gREc7ED D• J•-tr W� DETAILS �. CLASS COW- (W) I' wTU RANI "rawas�•� • - b '1 COLOR-CODED EMGM TRENCH TAPE PLACED Xr 4•-e' S-B• DG L A{LJ 1 4 £�. UNDIst11RBED YATOeAI V' - _ / `y`�� C�-' OF MARROW TRENCH WeT. Je e•-e C-r '•• FOR PVC PPE J 4•CRU9ED S7DIE SMALL BE a•MINIMUM N LEDC: _ iiFil FcC PLACED A=UNpSRMBED GOES AND 4Y. E-Y Y-4• . CGIICRM SUPPORT .L' .°;F't BOTTOM OF TRENCH!TO e•ABOVE THE CROWN 4e• K-1NY e'-o• APRIL 11.2D07 PROVIDE 7 Gl.R. R pr (t[ACC>RDE) •. - PAYMENT LIMITS FOR IDKGVAT: t//rY ro I•CRUSHED �'.r�. �L,� ROCK EXCAVATION TRENCH WIDTH DATA 9Td1E To AT LEAST CI CNIGMIED S�TW/E SHALL 0.AClD e'ABOVE GRAIN HOES GRAVEL am AGAINST UNDISTURBED � - EXGVAR EXCAVATION AGAINST UNDISTURBED SIDES A, - - e•XX PPE MATERIAL - sTMRaED WTENIAL N LEDGE I IN EARTH BOTTOM OF TRflICI TO MID-OIAIETER f. OF PIPE No DATE OFSC. FIRE HYDRANT & VALVE GATE VALVE TYPICAL PIPE TRENCH SECTION + s/B o7 REV. PER INFORMAL S.P.EL SCALE NOTE SCALL•NNE Sr•".N - - 2 6/26/07 ADJACENT RESIDENTIAL BUX TO.REMAIN - . 3 2/18/07 REV. PER CCC COMMENT /07/08 REV. PER FORMAL S.P.R. D 1 O J K L M N 0 •. - P THRu Nr IO• 10• t'-o' x'-O• t'-e• IO• " IO•R/Ru/ r-r r-e• r-e• s•-to r-I r-e• ' DIRECTION OF E:MD CONCRETE BACKING AGAINST " A'.. 24• 1,-4 2•-YY Y-e• a'-C s-e•I •-e• UNDISTURBED MATERIAL - 7EO AND vUNQ9 WATER MAN 2/13 D(W W—K UNDISTURBED PAR Goa 45 MOS 22 1/2 Ail 1/4 - .-� EARTH(Tp) • UNDISTURBED D 4•110r 0-TMM 24• •TO ,0'TNe 21r PREPARED FOR EARTH X r-Nr r-4• Y-e 1-4 2•-0• r-e• BROWN, LINDQUIST rI t•-r I 1--a 2•-4 1 ,-r I— I FENUCCIO & RABER ! TEE NUT a WASHER PLAN - TEE'AND PLUG PLAN - HORIZ. AND VERT. BEND SENDS 203 WILLOW STREET RESTRAINED PVC BELL JOINT . ' RE ROD(TVv) �T� NOTES. YARMOUTHPORT, MA 02675 I CASE IRON MECIAIIWL JOINT SPOOL PIECE 1.PROVIDE CONCRETE THRUST BLACKS AT ALL 6EFDS DEAR ENDS.a TEES ,. BE UNLESS OTHERWISE AGAINST DIRECTED.CONCUNDISTURBED SOIL ALL THRUST BLOCKS N T SC GROUP w are vALVE o n 6E PLACED ADAMST MARL unpSTURAED SOX_PROVIDE APPROVED ANCHOR Lr(h\J O HARNESS RODS Al SOCKET CAMPS AS SPECIFIED e N ACCORDANCE WITH PVC FORCE MAN . I' PPE"NUFACTURM RECOMMENDATIONS WHERE SOR HAS BEEN DISTURBED WATER MAN OR THRUST BLOCKS CANNOT BE USED.AS DIRECIED BY THE ENCNCERR. 349 Main Street L O1 Y Route 28,Unit D L 2.AL THER CAMP METAL SHALL R COATED TING BLACK ASPNKIUMW.Yarmouth,Massachusetts 02673 oR onER WAreR IIEPARiM1ENT ARvaovID COATINGS rjD$778$919CONCRETE THRUST BLOCKS POURED BEHIND}WAY TEE a HYDRANT 910E� EARTH TO BE USED WRI SOCKET CLAMPS. ' TYPICAL SECTION - © Ara v X0 . y TEES. BENDS A_ ND ~NIMAMT PIPE JGNTs,FTrmD JGNTs ears OR SCALE: +•s, 20• ISSUED FOR PERMITTING 0 10 20 40 �. RESTRAINED MECH, JOINT FITTING RESTRAINED JOINT TEE CONCRETE THRUST BLOCK FOR PRESSURE PIPE FTlE:48B3o-S6-02 NOT FOR CONSTRUCTION DWG. N0:5898-02 SHEET CS OF C11 SCAM NOTE SCALE NONE SCLIL•RRg11E JOB, NO: 4-8930.00 ATE SUB 4'-E' NOTES: - .RRISRE-9IOON 1.WAIN m D•11WC F iW9t A t.*Xo M SUBJECT VEHICULAR LOA0. IN r .—_ 2 PROVDE EXPANSION JOINTS S•x M-f0/10 �-... ..q+., (. ':,x.. ATYOUIDED�T F FRT' - MELDED HIRE .,.Ir COMPACTED GRAVEL'o�'.• IIB11 '.-.ARC. ROW BASIC N,1.0&0 C)'- <,, 5 CPROMDE CONTROL JOINTS AT ., 4.PROVIDE BROOM FINISH IN - iririaiririXiX/.V/ DIRECTION PERRNDICULAR TO , L—A CURS, ` CONCRETE WALK 3.CONCRETE SNAu BE 4.000 . PS-TYPE I/r CIAMFER � 3/r R 1/Y PREFORMED P F OM JOINT iElEN TOERANCRANCU-E p,.,X FINISH GRADE GRANITE V awe 1-1/2•HOT MIX ASPHALT WGTIRIO COURSE NET MIX NG ASPHALT TYPE VA-4 FINISH �'d NOT MIX ASPHALT PAVW n X:•• EXPANSION JIONT NOTES YATAHTOG COURSE "..d..' . 1.E'J AT ALL INTERSECTIONS HOiM%ASPHALT TIMER COLIRSE NOT ulx ASPHALT PRECAST RONF'ORCED WAUCI-EW6Y SPACE CI BETWEEN EA T%NOEA COIwSE CONCRITE awB 3m END MILK Y GEAR 2 ALONG DNG RE7N19MO WALLS, SP W STAMMO 1gDG1409M OF EXPANSION JOINT SITSICTURES,HANDICAP RAMPS..UGHT _ .• ,.' BASES.BENCME9 ETC..USE REMOVABLE �, 12*COMPACTED GRAVEL NEF EXPANSION JOINT- SECTON A-A PVC SPACER d St000NE JOINT FDIEIR. BORROW SASE `-ACTED GRAVEL • (IN 1.W.0 C) _SORROW RISE(M LO30 C) WR% JOINT N 1 ALONG GRANITE CURB PRONOE :L, CONTROL/EXPANSION JOI SPACING POIYETITHDNE BOND BREAIER d mOL r••• r^--r.r.-T Crva WIDTH G EJ EDGE JOINT. ;.• 3000 P9 CWCRE7E No 45E0T 4 23 ♦ ,� ACT s S 2s ]000 PSI � GRAVEL BORROW BASE(IN 1.d1G C) CJ-CONTROL JOINT! STANDARD OLITY FLEXIBLE PAVEMENT � C S 6• � - 6 G-EXPANSION JO9Q ♦♦ 24 as.as z ' DATE - - _ PROFESSIONAL ENGINEER CONCRETE WALKWAY HOT MIX ASPHALT PAVEMENT SECTIONS VERTICAL GRANITE CURB PRECAST CONCRETE CURB ' SCALE:NOW - - SCALE+.NONE SGiIE"ONE - S°AtC"on ' SITE PLANS r COMMERCIAL gqp REDEVELOPMENT i y6�M� ANCHOR BOLTS PER mcHm BOLTS PER R #1555 ROUTE 132 ' xeTF• MANUFACTURER SPWRCA110NS � " MANUFACRwFp SPECIFICATIONS _ •SLOPE TOLERANCE FOR _ I CONSIRUCIWN t 0.70X � I FI OR ti PAINT BASE YELLOW IN • - " - NP;X ROM GROUND ROD,BOND m GROUND r F - HYANNIS ' RIBBONFP4ROUN CR RESAR9 1ERTICN.W11N iROY GROUND ROD.BOfa m GROUND IYE/1JSAl.IIUSG 11 E J TIER.TRIPLE LOOP AT TDPTs ' s � w0 wg:PO£BASE r/a,TtlaBON _. - BI�RNST�lE - p BOTTOM.!'INTERMEDIATE SPACE MK BAND MOUND OONOVCTtlt 4- REIfARS VFAUD qTN p 4j� / /`•` 7; LCQ �ALL • 9RRAl DES.TRX+LE IDOP AT 1EP d T��..E. (� B•x Ir VERTICAL cTRICAL CONDUIT * BOTTOM S•INTTRMEDAre SPACE MIX DETAILS . , GRAM7E MRS P� .� .. SWEEPS-AS REWIRED _ CLEAR ALL AROUND.- - - . io .4.. A 3000 PS r .'A h COIIgEIE n ACTEDUGILACTED _ ��ELECTRICAL CONCURNNW- �CO1PACIlON� Uc'f - .rt J000 Pg SWEEPS-AS REQUIREDa_.ACTQD --=PACTED THROUG LY COMPACTED D ROD cRAvn SORROWBAaEXI.(0•UFT AGED S180RA0[ 93X COMPACTION) - Y-D•MIN LEHOTN . - GROUND ROD - - APRIL 11.2007 ti 7RM/SITXT11 PIECE _ \y y •TYPICAL oD1ER" FORCING,[PR=CT MANAGER m suaGRAOE - y CONFIRM WITH A STRUCTURAL ENGINEER BASED UPON SOIL SLOPED GRANITE MONO CONDITION$POLE HEIGHT AND FIXTURE STYLE BEFORE r - ^ PLACING ON PLANS) •COEIRCM wT1 CmRA�E1=EFA�BAASSEES UPON PO SSOI CONDITIONS.POLE HEIGHT AND FXTURE STYLE BEFORE FOR USE IN LAWN AREAS PLACING ON PLANSI FOR Uc IN PA D AR c . CURB TRANSITION CAST—IN—PLACE LIGHT STANDARD ' 1 5 DATE DESC REV. PER INFORMAL S.P.R. SG"E ""� FOOTING — FLUSH SURFACE z 6 2aro7 AaJACENr RESIDENrWL . SCALE.NOW _ _ BLJ70 To REMAIN 3 12 TB 07 REV. PER OCC COMMENT 4 07 REV..PER FORMAL S.P.R. F SINGLE OR,S'(DOUBLE) - [BOLLARD HE BOl/IRD-A STOCKADE FENCE4r-.w MAX - COMCRETE-CROWNED AT 15- b LAYER OF (7YPJ It Ir e'OA CONCRETE FULLED - y', CRUSRD MILVAINUED STEEL PIPE BOLLMD SHALL SE 4M 0 •I SfDII[ ABOVE UWED,D,GRAM PAD EXPANSION JOINT(FOAM) PREPARED i0S ��� A)Ix AROUND WHERE NOTED BROWN. UNDOUIST •IX� Y-C(TYP) 1X ID"sEavE FENUCCtO dE RABER WARD SURFACE FuasNm 203 WILLOW STREET Q. GRAM YARMOUTHPORT. MA 02675 IF FDASNEO LADE IS SOFT C( SURFACE AREA THENUp AY ��� GROUP4. E1PMB011 JOINT - Y GRADE ANDF GTE RTCN AMIAYO T FROM CENTER of FOOTING OP�APRON 349 Main Street A - _ / CONCRETE FOMIN,2000 OOOTNG, Route 28.Unit D 2LAU SECTION A-A COMPACTED SUOORADE W.Yarmouth,MaSsachirtts 9 73 SNEE-C WADE PAD FACE OF awB TOFACE OF CURBOAMETER - © 2007 SSC GnVp...k DOUBLE-1S.WADE PAD FACE OF awe TO FACE OF CURB SE LAYOUT PLAN - SCALE: 1•- 20' ISSUED FOR PERMITTING '° '° 40 ,m DUMPSTER PAD CONCRETEFILLED STEEL BOIL AQD FILE:4a930-SP.OwG SCAM NONE SCALE'NONE NOT FOR CONSTRUCTION DWG. No:5698-02 st(EET G9 OF C1I - JOB. NO: 4-8930.00 I • , UNITS OF CONCRETE RAMP curTEa aDPE _ II CURB TRANSITION LENGTH FOR FACE OF A1LM0 oE7EC►AeIL wARwRO BACK OF 90E'MAtx SLOPE OR DRAT 1.SR(MAX) FACE OF nn {,....�_.�TRANSITION I LENGTH SLOPE FOR DRAINAGE ��� WHEELCHAIR RAMPS 1 SEE T PANEL CURB TRANSITION LENGTH FOR wARNINo PANEL ROADWAY HIGH SIDE TRAN97M WHEELCHAIR RAMPS �SIDEWAIx� .e PROFILE GRADE LENGTH ROUNDED TO SPOILS LANDING'1.eE(MAX) ROADWAY TRANSITION LENGTH - ' (� THE NEAREST 4• .. ::: °:•::a;:•::::?:;iE:.i,F,:i:4:,,::,:...., SEOPP FOR UKARUKE PROFILE GRADE ROUNDED TO THE jsbP[y T.ex MAGI• �� .'tea CURB (� NEAREST{- ' .a �y ''�Z 0 OR ROW SIDE e'-s- A , e o A . .e7�B1t(MAX), iy� >0-1 L � • .� J 0 R OW 9 °°o A' A-s 6- b Q,RAMP OPENING w-1 T vo° e M-3 71 " 40EWAUf '75Y >1 _ REVEAL Q1RB _{tj y,•. °°c.. { /1{1JN0 > A 1 (1l•MAX LP) { SIDE A -0• MOLL W-e•MN. 'L SEE LOW SIDE TRANSITION -'-CRASS OR LGE'TCZ .LGRAMME CURB ELAN ROADWA=pOen GRADE ' , 0 Ati MQ] ELAN .L I.400E TOLERANCE roll RAID AND SIDEWALK 2.J6• COM""CR01-!O'Sog tJT 2{'WOE RED OR YELLOW YQOFp _ 24'YIOE RED OR YELLOW MOLDED 2.THE MAX ALLOWABLE ELOPE OF ABLE Ran[ STRIP DETECTABLE WARMING STOP INSERTED EXCLDONG CURB RAMPS SHALL BE etl - INTO CONCRETE(SEE AIL) LED 1 CONSTRUCTION RAMP AND SIDEWALK WOE hlr NINL INTO NxNCRETE(SEE DETAIL) A THE MAX ALLOWABLE SLOPE A ACCESSIBLE ROUTE aNBe SIDEWALKe% RAMPS SHALL BE 7.Sx 3{ z THE MAX ALLOWABLE SLOPE a AOCL1i�L ROUTE W1RKa Flo e'xr LINE O l A LIDIDNM 1Y J FEET NiENt suti GE MAMANNED AT M rl EXCLUDING CURB RAMPS SHALL BE S; �l w ANY PERMANENT OBSTACLE IN ACCES9aE Ra1TE DE �L t/{'W(MAX)- O J.THE MAX ALLOWABLE 51CP[Of AtxLaSIINE ROUTE OR® Nu umT -�Ax �l 1ADN�AY(NAS) PLAN HYDRAMM UIUTY POLES,TREE WEU$ SIGNS MI. � � .;-;K,,:._.V`—X�'t- OADWAr RAN RAMPS SHALL NC 7.eX - . ��X�F A BASE OF RAMP SHALL BE GRADED TO PREVENT POMDNa CONCRETE SOP "• X ♦A MINIMUM OF J TOLL DIEM SHALL BE MAINTAINED AT Cr. - SEE CONCRflE- ..':.t �•• ANY PERMANENT OBSTACLE INACCESSTSE:r D.E. CONCRETE TOP. COMPACTED GRAVEL H WALKWAY DETAIL COMPACTED GRAVEL 0 e•Xe•wwM H HYDRANTS UTILITY POLES,TREE YIpyR StGq E76} SEE CONCRETE BORROW BASE.SEE BORROW BASE,SEE S BASE O►RAMP SHALL BE GRACED 10 PREVENT vONNOe14 . WALKWAY DETAIL CONCRETE WALKWAY 11 CONCRETE WAU(1YAY DETAE. � 1 0.e' DETAIL ELEVATION ^ SECTION A-A � $EDITION A-A see ELEVATION. PROFESSIONAL ENGINEER .ACCESSIBLE CURB RAMP (BCE) TYPE 'BIN — D „rTA s>Ble oATe ACr.FsslBL CURB RAMP (Atg) TYPE FA' - PARALLEL PERPENDICULAR SINGLE DIRECTION WITH LEVEL-EN TRANCE SISAL NONE scAIE NONE � - - SUE PLANS GALVANIZED AWMAM REFLECTIVE SIGN i PANEL NTH SELF ADHESIVE,EHGNEER- GALVANIZED ALNlR1Y RVIECRY[SIGN PANEL WIN GRADE.REFLECTIVE VINYL SIEERNO.EDGES SELF ADH VE,ENdRDt-CRAM REFLECTIVE NNTL - - COMMERCIAL• TO BE OREESED,PROVIDE SIGN PANEL• 3H ET04 EDGES TO BE CRESISED.PROVIDE SIGN PANEL PRE-PUNCHED MOUNTING HOLES.IMAGE TO 1Y ® AND PRE-PUNCHED MOUNTING HOLES.IMAGE TO at - BE SURFACE INSTALLED.SELF-ADHESIVE SURFACE INSTALLED,SELF-ACHEgVE ENMEER-GLIDE, EMOINEER-GGDE,HOW RETtECTI E YINTL ND"-REFLECTIVE VNYL w }N b - REDEVELOPMENT 1 '' VAN ACCESSIBLE PARKING SIGN GLOP' - NANDIDAP"°a9'I°EE CURB NxNaRTc aGN tTYP.iANIO10 #1$55 ROUTE 132 e1T CIRCLE t 2-NY GALVARM SMM LATE -Se- - RAW(TIP.) _L FLUSH . WIN CAP,AS PER SPECS' 2. _ at ACCESSIBLE SPECIAL PLATE , N . b REQUIRED :r r�� PANT HYANNIS CAP, AS PER SPEC9. UNAUTHORIZED VIDDaEs b �, ~i LINES(PAW TVP) MASSACHUSETTS MAY BE REMOVED AT Z00OWNERS EOOENSE ® - BARNSTABIE LEWGIN A9 REOUR7 g I •y - SEE STRIPING PUN re' TRAFM PANT ( ) t . I -L _ O WA9WA AM 3-1/2 x PAR NO BE SET SIRED e/le•GALVANIZED SITED r-O' sweat DETAILS T �BASE YATERAlE.4-pR�SEE T WTII NUT MO wA9Ri1 1'(T9.)+( 1 Y-,D'•+� - i JP b 30'DEPTH ,Y aAX GRADE VAIXL SEE 91 I M- NY i TD ET10 FNISIEO GRADE JO'DEPM CIIAWNG RAN _ LONE _,._°. y�-M• , - SPACE PAINTED PRI WHITE 11.N107 01— �'j' bit 1 I , - b VAN ACCESSIOLE 1Y aAME,ER%le CONCRETE �y T yip• T�L �"f STOP ulrt CURB_ (vAw�Acq DrMW svAcq - W' _ 1 ACCESSIBLE PARKING PAVEMENT h EOOTIN4 J000 PSI .. -�- Nr WAVE PANT - MARKING SYMBOL t 4•WAIT[PAINT(TYR) I I Q. Ij3 {- A COMPACTED S/SGRADE p E SYMBOL SHALL BE TRAFFIC PAINT AND SIGN SIGN POST � CENTERED IN STALL MSIT'OR SIGN h POST TOP.) PAYEYEIIT YARIDNOS 70 GE INSTALLED IN ' LOCATIONS SNOW!ON ONE PLAN . PAINTED PAVEMENT MARKINGS ACCESSIBLE PAINTED PAVEMENT MARKINGS s elm REV. PER INFORMAL S.P.R. PARKING SYMBOL & G ACCESSIBLE PARKING SIGN PAINTED PAVEMENT.MARKINGS ACCESSIBLE PARKING SPACE 2 e e , REV. R INFORMAL S SCALE:NONE SCALE!NOISE - SCAfE NONE SCALE NONE ADJACENT REMAIN 8LDO . 3 1 18 07 REV. PER CCC COMMENF 4 07 REV. PER FORMAL S.P.R. _ CATCH BASH-SEE RAN E§J i FOR B"ATICNS SEE RANTING PLAN COMPWT LOAM - j! PLANTING MEOW PREPARED FOR: . BROWN, LINDQUIST FENUCCIO r1< RAKER — _ 203 WILLOW STREET YARMOUTHPORT, MA.02675 r ao-aETExllON SOIL - - LE WASHED IDS GATE - - - BSC ^RuVL 3 WRAPPED IN MTER FABRIC 349 Main Street Route 28,Unit D W.Yemtouth.Massachusetts 02673 UNDISTURBED SUB GRADE 508 778 8919 ® 200E Esc Cmgh R. RAIN GARDEN SCALE:. .i•. 20 .Nn N.T.S. ISSUED FOR PERMITTING O 10 20 M f FlLE:48930-SP.DWO. I NOT FOR CONSTRUCTION DWG. NO.5698-02 SHEET CIOOF C111 JOB. N0: 4-8930.00 f SOIL TEST PIT DATA: TEST PIT-.,81_ TEST PIT GRD.EL ..52.6_ Go. EL 53.2 EST.HIGH GW. NA EST.RICH GW. NA . 24•DIA. HEAVY DUTY - C.I.FRAME AND COVER _ 6'-0•DOA. 8'-0'DUL FILL FILL_ 3•LAYER OF PEASTONE INDICATES - OBSERVED GROUNDEL.60.1 30 EL.50°2 36' �` GROUND WATER . ;fEW/SE1WER M.N. TO FINISH GRADE INDICATES BRICK B MORTAR \ �• TEST FILTER FABRIC(1'OVERLAP) 1\ �� ` pp EL.73.4[� INDICATES 0 0 0 12•HOPE 10ti'R3AN7/4 C IOYA 7/3ND ® UNSUITABLE TTEEPoAALLL or - Y 0 0 0 0 B� STOREY LCB-1000-H-20 OR EQUIVALENT Use 0 0 0 0 PLAN VIEW - TEL.4L6 120' EL-43.2 120• 0 0 0 ' Nam Y H-20 PRECAST DRYWELL DATE: DATE: 4'-11' 9/is/OB 5A6/08 Y 0 0 0 2'-0 12'NOPE(CONNECTION PIPE TEST BY: TEST BY: S��/ZoDE AT BOTTOM) - THE BSC CROUP.INC. THE BSC GROUP,INC. DATE O O O -. _ WITNESSED BY., WITNESSED BY: . PROFESSIONAL ENGINEER DON DESMARAIS DON DESMARAIS PERC.RATE PERC.RATE 3 4 - 1 1/4'DIA. �'L-MIN./INCH _52—MIN./1NCH w 2' WASHED STONE SOIL EVALUATOR SOIL EVALUATOR SITE PLAINS MARK DIBB MARK DIBB SOIL CLASS SOIL CLASS: . CROSS—SECTION COMMERCIAL H-20 PRECAST DRYWELL (TYP.) L 0.4R LT.A.RG.P.D./SO.". REDEVELOPMENT 74 G.P.D./SO.". 0-74 C•P.O./SO.FT. .. #1555 ROUTE 132 IN 7W - r W 4. W 4' 6• 4' W 4 8' 4 6' 4• 8• r HYANNIS MASSACHUSET IS BARNSTAW DETAILS tr f COVER TO GRADE - t2'HOPE(TV) COVER TO GRADE PLAN VIEW — SYSTEM #1 APRIL11.2007 . NOT TO SCALE 20' - - 2' 8' rNO. DATE 6 r - D ESQ S 8/07 REV. PER INFORMAL S.P.R. COVER TO GRADE..` - - 2 8 26/07 AWACENT RESIDEMML D D - _ BLDG TO REMAIN - 3 2/18/07 REV.PER CCC COMMENT . - 4 /07 REV.PER FORMAL S.P.R. 12'HOPE(TYP) 30'' r6' 4' 6' 4' $' 2' PLAN VIEW — SYSTEM #2 NOT TO SCALE ' r 8• 4. 6. 4' 8' 2' - PAEPARm KJIi b t BROWN, LINDQUIST a FENUCCIO & RABER 14 'N - ~ 203 WILLOW STREET _ - COVER TO GRADE - COVER TO GRADE � - YARMOUTHPORT. MA 02675 b D b BSC GROUP 349 Main Street TV .lV 12•HOPE(TYP) (TIP)) Route 2 1Y HOPE(T 8,Unit PLAN VIEW SYSTEM #3 W.Yannouth,Mass 8t 02673 NOT TO SCALE PLAN VIEW — SYSTEM #4 NOT TO SCALE ©2007 Ott G—A OM. f` SCALE: 1'- 20' STORMWATER DRAINAGE SYSTEM DETAILS 1 0 10 20 40 ISSUED FOR PERMITTING FILE 48930-SPOWO NOT TO sc�uE NOT FOR CONSTRUCTION DWG. NO:5698-02 SHEET CA10F 611 t . JOB. NO: 4-8930.00 ff cloo TO � �' FL _ I M-w.•Broke IDi (ba IDU..k j I I 7y_0' -0' 15'-0' la-O' Iq,_0: 25'-0. I I'_0. 0' 40+0' 25'-0'. '-0' I0'-0' 5'-O, 5'-4' W-4' W-4' I I oyr I I ! 02 m o ° 4 I I o)0 o l > j I 8 I m m I o —— --•—•—-•—•—•—•—•---•—— — — ——————•— —•-----•—•—•—•— — ———— — _ ce j 1 I I II � j L I I a I j j I m —. _ .—.�._._ j _.� _.rt._._._.—._._.—.. --------------_._.—._._.---._®._._._._._._._._- ._._ _ o $` I ► 1 m i $' I a I i L I ! I n a S ^� ) to I I a m I n c 8 01 o i > , I k R R I O a°A _, ;� OFI q o I j�j y r� 'r► Q I I y41. 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DRAWINGS ' 11I18I2008 _ ROOF SHINGLES ON ROOF - R VISIONS: UNDERLAYMENT, TYP. - 2 I _ PRE-FAB.WOOD - f RUOF TRUSSES, TYP DRAWN BY: CLS 2 TYPICAL RIDGE DETAIL 3 PaoJECT#: SCALE, 1 1/2'•'-0' C-0024-05 dR DRAWING NO.: ROOF PLAN 9 SCALE: 24 Al . 3 aF L r E.R.a�,jTFc 0 o. 10563 ELARNSTABL u �0� AAA q rH OF c� c c a� U a� n n � E2 i I I �i z a STAIR 42 5TAIR #3 000 I 000 ..: STAIR 42 I z o STAIR #3 ■ m cd 000 i 000 s � 3 O ENTRY SHED 40=1 �P _ .I g OI Fo SECOND FLOOR REFLECTED CEILING PLAN _FIRST •FLOOR REFLECTED CEILING PLAN VESTIBULE 3 STAIR # 2 t STAIR It 3 ��@ STAIR_# 2 4 STAIR # 3 °O° C9 cn N j MACHINE ROOM - woo° - Z z SCALE: I/4" = 1'-0" SCALE: 1/4' = 1'-0" O00 i TRELLIS L6 �-!Iry�- J�—nry J�-Il yny�-,7� Lu � �( �I II II II II II 11 II II II II II II II II w 0 Lo L m ELEVATOR SHAFT II II II II II II II If II II II II U U Lo Q 000 8 LL LL � N I , -------- ---------o--------o ------- u U .� o N IF �° of z Lo N a D------ ----- .N R W HOURS RATED CEILING ASSEMBLY SPRINKLE STORAGE STORAG' 000 (1}HOUR RATED FIDOR,CElUNO •. P-I P-I - P-I OOO - P I OR ROOF CEILING ASSEMBLY_ OPEN TO p00 EXPOSED SURFACE TO BE PAINTED ABOVE GAS.WITH SMOOTH FINISH WALL8TED SUSPEN A DGYPSUM WALL BOARD CEILING AND OR SOFFITS WITH SMOOTH FINISH s° s, s TITLE: ® USG CEILING TILE AND GRID ZAZ HALL o 0 o LOBBY WTf11 REVEALED EIXiE,1'GRADE 000 �1 1t I R-I . I _ O00 OI OI R, OI ® —K BEAD BOARD REFLECTED ATTACHEOTOGWB. , CEILING PLANS RECESSED UGHT FUTTURE,TYP.. • m STD2ALE m. m R-1 sT NVAC CHASE - � ® 000 ®. OI o sN _ /y'�/ (yam/ /�•J� SURFACE MOUNTED FLUORESCENT DATE ISSUED: K( •R.I K 1 �' ' ' UGHTFU(TURE.TYP. �'. - Q NANT AREA 42 S� 11/18/2008 '"NITS TENANT AREA# 4 �.. i o00 TENANT AREA a 3 I o00 TENANT AREA #1 I sF I, 1 IF REVISIONS: 000 ' 1 000 ' PENDANT LIGHT FMTURE,TYP. IKI �1 'KI I � P-1 sF-I r2=1 t3=1 I DRAWN BY: S.K-AUL i K I I �I �, PROJECT#: C-0024-05 - .. 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FOR FINISH I - 9LOOR.LEVEL VELFOR F NEE ROOM FIN. FLOOR LEVEL SEE ROOM FIN. 5CHED.FOR FINISH t;J N 04 - - Z Z r— Q Q 4" STUD WALL@E3)LISi-T-UD_ WALL GWB WALL ON CMU 4' STUD WALL 6° STUD QE WALL H � ` 1 HOUR RATED ASSEMBLY t HOUR RATED ASSEMBLY O 2 HOUR RATED ASSEMBLY - 2 HOUR RATED ASSEMBLY m W UL DES. U419 SIM. TO UL DES.-U419 - 2 HOURS RATED J UL DES. U411 SIM. UL DES. U411 - W O Ln m (� U Lj Q IL W r cn - - NOTE LL YZ I, ALL PARTITIONS SHOULD END AT UNDERSIDE _ O W W OF STEEL DECK UNLESS NOTED OTHERWISE. - - LLo co 2. SECURE ALL TOP OF WALLS DUE TO - W Lo STRUCTURAL DETAIL DRAWING. DEFLECTION TRACK AND METAL TRACK SECURED TO BOTTOM OF J015TS OR THE METAL DECK 1 SUSPENDED CEILING 5/8'TYPE'X'GWB., 1/2'RESILIENT• FIRESAFE ALL GAPS HANNELS®Ib'O.C.C _ OR LAT-IN ACOUSTIC TILE SEE ROOM FINISH SCHD. STEEL BEAM TIIE: PE .X. PAINTED TYP I .. 3 1/2'SOUND BATT INSULSTION DEFLECTION TYP. TRACK SECURED TO vi THE BEAM WALL TYPES 4'METAL STUDS B 16'O.C. . CAULK _ I SUSPENDED CEILING, SEE ROOM - CEMENT WALL BOARD,TILE TYP. FINISH SCHD. < - BEHIND CERAMICCTILE 6'METAL STUDS DATE ISSUED: P 4 Q 1 1/18/2008 w W W W NOTE Q V m u REVISIONS: 5/B'TYPE'X'GWO,BOTH SIDES. TYPE'F'COOc O p1.O - WITH PLUMB. CONTR. AS REO'D. FOR CHAIR >_ > 2 CARRIER AT TOILETS_ u BOTTOM TRACK SECURED W/CONIC - = ANCHORS = . g FLOOR LEVEL SEE ROOM FIN. LIE J SCHED.FOR FINISH - _ CONCRETE ANCHORS - DRAWN BY: - S.IWAllI STUD WALL 'WITH- PaC1JEcr#: c-oo2a-0s ti- p PLUI IBING WET WALL C CERAMIC TILE STUD WALL DTL. AT BEAT I • } DRAWING NO.: SEE RIOROOM FIN. SCH EIEEDAT ONDFOP - EXTENT OF CERAMIC TILE A6 , I ' �F I r ST DOOR TYPES&ELEVATION ` D ARCh�T DOOR SCHEDULE e �J��E.R4& DOOR SIZE TYP,HEAD CASING TYP.HEAD CASING TYP.HEAD CASING NUMBER ROOM Type Material Glazing Frame Material Fire Rating NOTES . TRANSOM TRANSOM TRANSOM n Rto. 10563 ►- WIDTH HEIGHT Thickness 1.8 WOOD CASING LAP OVER 1,15 WOOD CASING LAP OVER IIIB WOOD CASING LAP OVER O ^^p NSTABLE- • 01 TENANT AREA al D-I 1'-0' T-O' 2 I/4° ALUMINUM FULL ALUMINUM -- __ ALUM•, PAINTED TYP. ALUM., PAINTED TYP. - ALUM., PAINTED TTP, {ir �"'�,�w1� ALUM. FRAME 4 DOOR / ALUM.FRAME 4 DOOR MASS. J' ALUM.FRAME A DOOR O - 02 VESTIBULE D-2 6'-O' 7'-W 2 1/4' ALUMINUM FULL ALUMINUM -- -- 17'WIDE SIDE LIGHT 'S .Q �' '� 'v 4'WIDE s 3'HEIGHT SIDELIGHT j •'� `v ALUM•HANDLE 0 EXTERIOR t • ALUM.HANDLE 0 EXTERIOR 4 ALUM_HANDLE B EXTERIOR I 03 TENANT AREA a2 D-3 6'-O' 7'-0' 2 1/4' ALUMINUM FULL ALUMINUM -- -- o o - O m (Cq _ PANIC HARDWARE 0 INTERIOR m. 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WOOD S.C.WOOD DOOR FIBERGLASS INSULATE Z() <o DOUBLE DOOR b PANEL DOOR 17 STAIR a 3 -- 3'-O" 7'-0" 1 3/4' FIBERGLASS -- METAL -- -- _ _ _ Z g KICK PLATE, KICK PLATE, KICK PLATE, j= IB SPRINKLER -- 3'-0' T-0" 1 3/4" FIBERGLASS -- -METAL -- -- TYPICAL '� TYPICAL •� - TYPICAL U CONT.ADA COMPLIANT CONT.ADA COMPLIANT CONT.ADA COMPLIANT Lv q I9 ELECTRICAL ROOM -- 3'-O' 7'-0' 13/4° FIBERGLASS -- METAL -- -- ALUMINUM THRESHOLD ALUMINUM THRESHOLD ALUMINUM THRESHOLD m Q 20 HALL -- 6'-0" 7'-W 13/4' .WOOD -- METAL 60 MIN. -- _____FLOOR ELEVATION __-_-_-_- -_____-_-_ NB_ I 21 HALL -- 1'-0" 7'-1° 13/4' WOOD -- METAL 60 MIN. -- 3'-0° 3'-O' _L 3'-0' '■P 22 STAIR d2 -- 3'-0° 7'-0' 1 3/4' METAL -- METAL qO MIN. -- 6'-O' �f - 'I �B 23 MEN -- "-a. 7'-0' 1 3/4" WOOD -- METAL -- D=4 D=5 D=6 24 WOMEN -- 3'-0" 7'-0" - 13/4' WOOD -- METAL __ UNDER CUT 3/4' FOR R/A FLOW' - 25 STORAGE -- 2'-(." 7'-0" 1 3/4" WOOD -- METAL __ UNDER CUT 3/4' FOR R/A FLOW 26 JANITOR -- 2'-b" 7'-0" 1 3/4" WOOD -- METAL __ UNDER CUT 3/4' FOR - R/A FLOW 27 STORAGE -- 2'-6" 7'-0' 1 3/4" WOOD -- METAL -- -- 28 STORAGE -- 3'-0° 7'-0' 1 3/4" WOOD -- METAL -- -- PLYD SHEATHING, PLYD SHEATHING (D (n 04 Typ. 2q STAIR d3 -- 3'-0" 7'-0' 1 3/4" METAL -- METAL qO MIN. -- _ TYP 6'METAL EXTERIOR #TYF'. 6'METAL 6'METAL Z O CO EXTERIOR WALL STUDWALL STUD WALL STUD 510)NG, TYP. SIDING, TYP. Q S NOTES: - ALUM.FLASHING 'GWB.TTPE "'-GWB.TYPE `'�'GWB.TYPE, GWB.TYPE -J � W G 1.)CONTRACTOR TO VERIFY ALL ROUGH OPENING DIMENSIONS, PRIOR TO SUBMITTING DOOR AND FRAMES 'X'PAINTED 'X'PAINTED X'PAINTED 'x•PAINTED CC F- 2.)SEE PLAN FOR REQUIRED TRANSITIONS BETWEEN DISSIMILAR FLOOR FINISHES. w>> DOOR HEADERDCL7R HEADER DOOR HEADER m G C W 3y ALUM.FLASHING O J 3.)20 MINUTE DOORS UNLESS NOTED OTHERWISE qI'",n F P.T.2X6 P.T.7X6 • f <p< P.T.2X6NAILER, TTP. NAILER,.TYP. W ^ m O�ZU-U NAILER, TYP, CAULKING CAULKING B CAULKING IX4 TRIM ( ' NUQ�m IX4 CASINGPERIMETER, TTP. PERIMETER, ?' PERIMETER, TTP. v � L[� < TTP. TYP. W �� (� CAULKIN � � � Q E%:HEAD ON3 J4'ALUM,DOOR PAINTED nETAL.FRAME, PAINTED META, ,,^TYP• FRAME, TTP. yJTOP RAIL - W ,O Ion BEVEL GLASS 570P FIBERGLASS ALODOO O Bf HOLLOW METAL DOOR'X TEMPERED INSUL �.8 r- O GLASS . o ROOM FINISH SCHEDULE HH1 HEAD DETAIL H-2 HEAD DETAIL H-3 HEAD DETAIL 6'METAL STUD ON V Floor WDIIS Ceilrg EXTERIOR SID"EXTERSTY P.T.2.6 DOOR JAn6 3%'METAL Number Room name Remarks 51DING, TYP. .TYP• STUD ON P.T. O `j'GWB. .ALUM, 2.4 DOOR JAMB Material Base Material FINISH Material Height _ PLYD SHEATHING, FLASH, CAULKING P TTP• 6'METAL STUD PERIMETER, TYP. CAULKING 9 101 VESTIBULE - PEDIMAT/TILE TILE GWB. PAINTED SUSPEDED ACT 9'-6' -- - ON P,T.2s6 IX4 TRIM, TT PERIMETER,, ALUM.FLASHING DOOR JAMB CAULKING, TTP. - TYP. N TITLE: 102 LOBBY TILE IXB CHERRY GWB- / PAINTED SUSPENDED ACT 1'-6° (I)- HOUR RATED - I24 CASING, TYP. �Ir - WAINSCOT - IX4 TRIM, TYP. 1- PAINTED METAL FRAME, - 1- PAINTED METAL FRAME; ROOM FINISH & 103 STAIR d1 TILE IX8 CHERRY GWB / PAINTED SUSPENDED ACT q'-6° (I)- HOUR RATED- - D TYP, 9 TYP.WAINSCOT .� �q'E%.JAMB, TYP. 3 3 ANCHORS PER 3 3 ANCHORS PER DOOR SCHEDULES . O -. 3 4 J2'ALUM.DOOR JAMB Q, JAMB, TYP. K JAMB,TYP. 104 STORAGE VCT 4"VINYL GWB. PAINTED SUSPENDED GWB. / PAINTED 9'-6° a 3)"d ALUM.DOOR STILE HOLLOW METAL OR HOLLOW METAL DOOR _ 105 SPRINKLER SEALED CONCRETE TILE- GWB. PAINTED GWB. PAINTED II'-2 1/5' _ (2)- HOURS RATED ; BEVEL GLASS STOP $ FIBERGLASS DOOR $ ELEVATIONS h 106 MACHINE ROOM SEALED CONCRETE TILE GWB. PAINTED GWB. PAINTED 11'-2 I/B (2)- HOURS RATED a TEMPERED INSUL.GLASS I & 107 ELECTRICAL ROOM SEALED CONCRETE TILE GWB. .PAINTED GWB. PAINTED 11'-2 1/5' (2)- HOURS RATED - J-1 JAMB DETAIL "_2 JAMB DETAIL J=3 JAMB DETAIL DETAILS 105 WOMEN TILE TILE TILE/GWB PAINTED SUSPENDED ACT -- IOq MEN TILE TILE TILE /GWB PAINTED SUSPENDED ACT .q'-6" -- - " DATE ISSUED: 110 STAIR d 2 RUBBER TILE 4 STEEL GWB. PAINTED GWB. 9'-6° I O- HOUR RATED -BE EL GLASS STOP 11/18/2008 • TREADS PAINTED . B'ALUM.BOTTOM REVISIONS: RAIL III STAIR d 3 RUBBER TILE 6 STEEL GWB. PAINTED GWB. 9'-6 (I)- HOUR RATED ALun,60T7019 TREADS PAINTED - -- - RAIL SWEEP - - GWB. / 201 HALL TILE IX8 CHERRY PAINTED. SUSPENDED ACT q'-6' ALUM.FLASHING ALUM.THRESWOLD DOOR WAINSCOT PLYWOOD DOOR DECK FLOOR FINISH I 202 STORAGE VCT 4"VINYL GWB. PAINTED GwO. / PAINTED 12'-9 3/4' -- RUN FLOOR FINISH FLOOR FINISH 2 - OO 203 STORAGE VCT 4"VINYL GWB. PAINTED GWB. / PAINTED 12'-9 3/4' -- CCOONNTINUOUS OR NO UNDER VFINISH Iy 204 STORAGE VCT - 4"VINYL GWB. PAINTED GWB. / PAINTED 12'-9 3/4' -- ' - 205 JANITOR TILE TILE TILE /GWB PAINTED SUSPENDED ACT 12'_q 3/4' __ Z TRANSITION STRIP DRAWN BY: }} 0 206 MEN TILE TILE TILE /GWB PAINTED SUSPENDED ACT q'_6• -_ TO SUIT BELOW S.{WALIL L) DOOR 3 rn 207 WOMEN TILE TILE TILE /GWB PAINTED SUSPENDED ACT q'_6" PROJECT#: } STEEL CONC.5LA - S-2 SILL DETAIL $-3 SILL DETAIL C-0024-05 $ 208 STAIR 02 RUBBER TILE PAINTED GWB. PAINTED GWB, q'_6" (I)- HOUR RATED DRAWING NO.: "4 @ CONC.FOUNDATION .209 STAIR tt3 RUBBER TILE STEEL G PA INTED AINTED GWB. - q'_ WALL - 53 PAINTED _ b° (I)- HOUR RATED $-1 SILL DETAIL .r DOOR 2 D oTAILS A7 . 1 WALL DETAIL , SCALE: ddddddaadttdaaa • L= -. r SIDING,VARIES • b° METAL STUD WAIL 3Y: / Q WINDOW SCHEDULE � ALUMINUM 1' CC N .. SIZE FLASHING (� �(�. "�I✓`JGJ3 �- MARK Manufacturer Model No. Type - Head Height 9uonflN NOTES O TUD HEADER � BARN TA BLF— w WIDTH R.O. HEIGHT R.O. METALS , SEE STRUCTURAL 1i SS. J AWNING 3'-5 _ A -- DRAWINGS 0 A ANDERSEN AX351 3/8' 2'-0' 8' O' N 4. hO B ANDERSEN TW34410 - TWT3410 DOUBLE HUNG + TRANSOM 3'-6 1/5, 6'-8 1/4' 9'-0 7/5' 10 -- _ jp fjsp C ANDERSEN TW34410-2 + TWT3410-2 ur DOUBLE HUNG + TRANSOM - 7'-4 7/8' 6'- __ N?a4 5/4x5 POPLAR 8 1/4' 9'-O 7/5' 3 o;�Q Cf V FLAT STOCK - D ANDERSEN TW34410 'DOUBLE HUNG 3'-b I/8' S'- 0 7/8' 8'_0•. 25 rDOQ p. DOUBLE HUNG T-I 3/4' S'- a E ANDERSEN TWBA410 - 2 O 7/8' 8'-0° 4 -- N= 2.6' P.T. DWq F ANDERSEN TW34410 - 3 - DOUBLE.HUNG II'-3 3/8, S'-0 7/8' 8'-0" 1 -- WOOD NAILER Q ii G ANDERSEN TWT21010 + TWT56210 + TNT21010 DOUDLE HUNG - PICTURE - DOUBLE HUNG IT-5 1/8' W-0.7/8' 9'-0 7/B' TH210410 + DWP56410 + TW210410 - CAULKING Q g H ANDERSEN TW34410 - 3 DOUBLE HUNG II'-3 3/5, W-B 1/4' 9'-0 7/5" 1 -- 'H DIEBOLD 121-71 FIXED - 10'-0' 3'-0 3/0' 6'-2" E1 TELLER STEEL WINDOW _ EXTENSION JAMB z Z � LL KAWNEER ALUMINUM STORE FRONT WINDOW FIXED 13'-0' 6'-0. 9'-O 7/8" 3 --mo4mlH I, GRILLE PATTERNS ARE AS SHOWN 7/8'COLONIAL PATTERN, - TYP. HEAD DETAIL z PERMANENTLY APPLIED INTERIOR 4 EXTERIOR W/NO SPACERS - A SCALE — 2. ALL WINDOWS ARE ANDERSEN TILT WA5H 400 SERIES -WHITE W/PRE : W.I. Z FINISHED INTERIORS 3. ALL WINDOWS TO HAVE (1) - STANDARD SASH LOCK 4 KEEPER WHITE • FINISH 4. ALL WINDOWS TO HAVE (I)- CONTEMPORARY SASH LIFT WHITE FINISH , O 5. CONTRACTOR TO VERIFY ROUGH OPENING ON WINDOW SCHEDULE PRIOR TO ROUGH FRAMING. m INSTALL STOOL CAP - "TYVEK FLEXWRAP° 33 �E� O - - - ' E= BLOCKING ■F==4 CAULKING 0 P.T. 2.6' WOOD NAILER PERIMETER, TYP. Ix5 POPLAR APRON .. - 2x2.SUB-SILL FLAT STOCK Ix6 TRIM BELOW.SUB-SILL - SECOND FLOOR WINDOWS ONLY 6' METAL STUD TRACK • - - 6' METAL STUD WALL N ��SILL DETAIL Z Z C Q . SCALEr 6'.I•_O• S C Lu G - STOOL CAP - m J EXTENSION JAMB, TYP F 5' POPLAR w FLAT STOCK ^ ocqq U U LOLu Q cn LL r Z O � � � 41. ' METAL STUD WALL 3: Lu m - 6 METAL STUD JAMB LLl 2x0 WOOD NAILER Z r _ CAULKING SIDING - Ix6.TR IM BOARD .. INSTALL 'TYVEK FLEXWRAP' AT ALL WINDOW OPENINGS JAr IB DETAIL ADHERE INTO ROUGH SCALE: 6°=I'-0" OPENING.ACROSS AND .A., ,.,:,: TITLE: WINDOW ELEVATION WINDOW SCHEDULE • ELEVATIONS & F- � DETAILS F— F I- 3 3 3 F ow= ® o=� ® o� HI :off x -- i = _Ll .. o= ;n0 Tn in0Ay s� as 1, inci De De Di - De Ts ClDi DATE ISSUED: € w = 1 1/18/2008 T-476" ❑'-A. - 12'-Sib° u'-3�6' REVISIONS: • R.O.WIDTw R.O.W1DTw RA..WOTN R.O.W1DTw RA.WIDTH . SECOND FLOORELEVAT10N ___------------ _ WINDOW TYPE D WINDOW TYPE E WINDOW TYPE F WINDOW TYPE G WINDOW TYPE H • ANDERSEN 4 SERIES ANDERSEN 4 SERIES ANDERSEN 400 SERIES - ANDERSEN AW 5ERIE5 ANDERSEN AO0 SERIES DOUBLE HUNG WINDOW TILT WAS .DOUBLE wUHG WINDOW TILT WASH DOUBLE WNG WINDOW•TRAN50'1 TILT WASH DOABLE HUNG.PICTURE WINDOW.TRANS019 TILT WASH DOUBLE NU WINDOW.TRANSOn YIODEL W.T-410 MDEL W.TW3M10-2 I-IODEL Ne.TW3 10-3 11CIDEL 1-TWT21010.TWTS&W.TWT21M —EI W.TWT3410-3 • MDEL,NO.TW210A10•DNP 10.TW210410 110DEL NO.TW34410-3, WINDOW EXTERIROOTES: DRAWN BY: ALL WINDOWS t N(4) DOORS TO HAVE-ONE PIECE CLS ® �i7 "5PECTIS HEAD CASING, EXCEPT "F' TYPE WINDOW GROUPS 5 _w w_ PROJECT#: 2. ALL pg o= o Pw o LUMBER,CSEC RESWIBTH APPROVED FASTEN FASTENERS, COVER WITH NS TO BE SOLID PVC C-0024-OS 8 bw o in� of .O NO = 6 g m D JR 5 C m DL 6 Q m 0C APPROVED SEALANTS, PAINT WITH (2)COATS OF FINISH DRAWING NO.: a}6 Q W1DTN = W = .S - 3•Ham• 7'_4Tiff• ^ s FIRST FLOOR ELEVATION_ WI A 7 . J NDOW TYPE B WINDOW TYPE C / L WINDOW TYPE A ANDERSEN 400 SERIES .ANDERSEN 400 5ERIE5. 5 - ANDERSEN 400 5ERIE5 TILT WASN DOUBLE NUN,WINDOW.TRANSOft TILT WA5W DOUBLE HUNG WINDOW s TRANS AHNING WINDOW YIODEL NO,TW34g10 MODEL NO.TW34410-2 L �6 OF cy IMCHAEL R. TRUSS SCHEDULE FOOTING SCHEDULE LEGEND ABBREVIATIONS GUILM5T P-1 %-X' PIER MARK(TOP EL) �v�Rl LIWL F6.0 -X MARK TRUSS PROFILE MARK FOOTING SIZE FOOTING THICKNESS REINFORCEMENT REMARK - FOOTING MARK(TOP EL) AB AAT NCHOR BOLT NO. o, % [;HRE T3A PROFlLL LINE F1.0 12'A 4'-0' SEE PIER TYPE PS FFOOOTING WALL CJ JOINT ADDL ADDIICONALCONCRETE INSTITUTE OCCURS AISC ANSI AMERICAN IRON AND STEECAN INSTITUTE OF LEIINNSFITUTE UCTIONF F4.0 4'-0'X 4'-0' 1'-0' (6) EW BOTTOM - + FOUNDATION WALL ANSI AMERICAN NATIONAL STANDARDS INSTITUTE- ARCH ARCHITECTURAL L ASTM AMERICA SOCIETY FOR TESTING AND MATERI F4.OW 4'-0'X 4'-0' 1'-0' (6)15 EW BOTTOM SEE 4/S3.2 - 1 I FOOING BCX BOTTOM CORD EXTENSION 8� I BF BOTTOM FACE Z F6.0 6'-0'X 6'-0' V-0' (6)/5 EW BOTTOM - SFF BELOW FINISH FLOOR RT1 + I y STEP FOOFOOTINGBFG BELOW FINISH GRADE - DTI i F6.OB 6'-0'X 6'-0' V-4" (7)15 EW BOTTOM - BLOC BUILDING WI67(31 ' BEAM SIZE BLK BLOCKING BRIG BEARING F8.0 8'-0'X 8'-0' 1'-0' (6)0 EW BOTTOM - - BTW BETWEEN � - WI6%31(+574') BEAM SIZE(TOS) C COMPRESSIONAM O Z°o F&OA 8,-0'X 8'-0' 1'-0' (6)A5 EW TOP _ CANT. CANTILEVER PER PLAN - (8)0 EW BOTTOM - FIELD-BEAM END MOMENT CONNECTION - CJ CONTROL OR CONSTRUCTION JOINT PER PER I CL CENTER UNE MO-t SEE DETAILS i 2 s`- + I PLAN I PER PLAN .PLAN F9.OA 9'-0'X 9'-0' 1•-8' (7)A5 EW TOP _ _ _ O CUR CLEAR (7)A5 EW BOTTOM - CMU CONCRETE MASONRY UNIT 46 INVERTED V BRACE BELOW COL COLUMN g F10.0 10'-0'X 10'-0' 1'-O' (9)#6 EW BOTTOM - CONC CONCRETE CONST CONSTRUCTION W F10.OA 10'-0'X 10'-0' 1'-8' (g)Y EW TOP - --'--"-'--'- -LIMIT OF SLAB ROOF DECK CONT CONTINUOUS I ,-A (8)/5 EW BOTTOM COORD COORDINATE D •..J CRSI CONCRETE REINFORCING STEEL INSTITUTE FIO.OB 10'-0'X 13'-0' Y-8. (10)05 EW TOP - 1: WIDE FLANGE COLUMN DBL DOUBLE 12 (10)/5 EW BOTTOM LIFT DRY FILM THICKNESS TLt �B F120 12'-0'X 6'-0' 1-4- (13)16 EW TOP 0 HSS TUBE COLUMN DIA DIAMETER RT2 (11 D AG DIAGONAL °a- )N`EW BOTTOMION DT2 �, %14�-0' 1'-0' ®(6)/5 LONG.T&B WOOD POST DM DRAG TRUSS - - (14)1'i TRANS.T6B � DWG DRAWING '. TYPE EA EACH T /430 4g`TRANS.BOT.GOT51 (ARROW INDICAhS BAN OF OECN) EF EACH FACE W20 2'-0'X CONT. 1'-0' SEE 1/53.1 PER PLAN PER (3)/4 LONG.GOT. EN ELEVATION EN I _PER PSI W20A 2'-0'X CONT. P-0' SEE 4/S3 ................................. SLAB {f4 O 4g'TRANS.GOT, '2 EOD EDGE�DECK EOS EDGE OF SLAB SLAB PENETRATION MARK EQ EQUAL . ®/® (SEE DETAIL E/S3.2) EW EACH WAY COLUMN SCHEDULEEX STING ly LLSCHEALLTOE FD EXTERIOR 1 SEE SHEAR WALL SCHEDULE ON DRAWING SILL FD FLOOR DRAIN U BASE PLATE AN BOLT - FOUNDATION LLJ MARK TYPE SIff FRAMING MEMBER SPAN DIRECTION TRUSS LOADING SCHEDULE (SEE SCHED D/S3.1) (SEE SCHED E/S3.1) CANTILEVER ONE END FFE FINISH FLOOR ELEVATION Z Z CVco FUR FLOOR O EY' FOC - FACE OF CONCRETE C1 O H554x4 BP-D AB-1 FRAMING MEMBER SPAN DIRECTION r - LIVE LOADS SPEgAL LOAD NOTES: FOM �FACE OF MASONRY _) BEARING BOTH ENDS FOS FACE OF STUD L W U TOP CHORD (SEE NOTE 1) 1. UVE LOADS SHOWN IN THE LIVE LOAD KEY PLAN ON EAUI FRAMING PUN ARE APPLIED TO THE C2 0 HSS5x5xY BP-A AB-1 RT1 FS FAR SIDE Q - TOP CHORD OF TRUSSES SHOW?!ON THE DRAWINGS TRUSSES MARKED SP SHALL BE DESIGNED - ~O 24'O.C.^ FRAMING MEMBER UYWT DIRECTION FT FOOT Ly Cn BOTTOM CHORD SEE NOTE 5 FOR THE LISTED ADOITICNAL LOADS PROVIDED ON THE DRAVANGS. FTG FOOTING Cn + C3 0 HSS6x6x4fa BP-A AB-1 ` ROOF DEAD LOADS 2 DRAG TRUSSES(LIT)AND ORDER CATERTRUSSESO(GT)TH SHALL BE DESIGNED L13EDRAGDES FORCES IN THE GA GAGE W O7 PSF L PLANE OF TIE TRUSS WHERE MIND IID ON THE PUN. ALL GT STALL SHOWN DESIGNED FOR GALV GALVANIZED /`J\ TOP CHORD SEE NOTE 4 REACTXINS CL SUPPORTED FRAMING IN ADDITION TO ANY ORAL FORCES SHOWN ON THE PUN. C5 _ W8x28 BP-B AB-2 GT + GIRDER TRUSS BOTTOM CHORD 13 PSF 3. TOTAL DEAD LOADS SHOWN IN THIS SCHEDULE DO NOT INCLUDE TRUSS SELF'WEIGHT. TRUSS HORIZ HORIZONTAL LL W r L-EJ DESIGNER SHALL INCLUDE SELF WEIGHT OR USE THE TOTAL DEAD LOADS LISTED ON DRAWING C7 -_ Wgx40 BP-B AB-2 HC HIP GIRDER W Q J TOTAL 20 PSF 50A . HS HIGH STRENGTH - "m SEE NOTE J - 4. ROOF TRUSS DESIGN MUST INCLUDE UNBALANCED AND DRIFT LOAD CASES PER DESIGN LIVE CB = e W12x79 O � L LOADS LISTED DWG SO.2 AND THE LIVE LOAD KEY PUN ON DRAWNG S2.3.TRUSSES SHALL IN INCH BE DESIGNED[NONCONFORMANCE WITH MSBC 1611.11 AND ASCE 7-02 FOR A NET UPLIFT OVER BP-C AB-2 IN INSULATION W Lo N ENCLOSED BUILDING SPACE AS SHOWN IN THE FIGURE BELOW C9 ® - TNT INTERIOR Y - z . 6'x6'NDOD POST SEE 3/S-9 JT JOINT Wg Of 'S. BOTTOM CHORD LIVE LOAD OF 20 PC SEAR BE CONSIDERED ON ROOF TRUSSES ONLY IN KSI KIPS PER SQUARE INCH < I Q THOSE PORTIONS CL THE ATTIC SPACE WHERE THE CLEAR HEIGHT BETWEEN THE BOTfp1 CHORD AND ANY OTHER MEMBER IN THE TRUSS EXCEEDS 42': L LENGTH 4 m MAX MAXIMUM MEP MECHANICAL/ELECTRICAL/PLUMBING MFR • MANUFACTURER MIN MINIMUM H 25 PBF CTYP) - MO MASONRY OPENING A�IQI �`��2. ���i�.�.�: ., N0. NNUMBER UMBER TITLE: ROOF WING LOADING SCHEDULE / NS NEAR SIDE 02 O NTS NOT TO SCALE . STRUCTURAL MARK DESIGN WAND PRESSURE - A O>> O.C. ON CENTER - 1O 20 PSF �.\,�\ PCF POUNDS PER CUBIC FOOT ABBREVIATIONS, .�. ]A ' RIN PERIMETER DRAWING INDEX, � O 26 PSF �. 20 P (TYP3 PL PLATE 30PSF O O 2 STRUCTURAL DRAWING INDEX POLY POLYETHYLENE LEGEND, �� - PROP PROPOSED A=10X OF LEAST HORIZONTAL O .\\``"� \2Q.' \\�`� � '� PSF POUNDS PER SQUARE FOOT &SCHEDULES DIMENSION WITH A MINIMUM OF --�� `���- A DRAWING TITLE - SHEET NO. DATE REVISION PSN POUNDS PER SQUARE INCH. 4X(OR S) - REINF REINFORCEMENT A 30 Pw TTYP3 STRUCTURAL ABBREVIATIONS,DRAWING INDEX,LEGEND,&SCHEDULES 80.1 11-18-2008 0 RED'D REQUIRED NET UPLFT DUE TO WIND Ro ROUGH OPENING DATE ISSUED: STRUCTURAL NOTES&SPECIFICATIONS 802 11-1B-20M 0 IT ROOF TRUSS 11-18-2008 STRUCTURAL NOTES&SPECIFICATIONS S0.3 11-18-2008 0 SECTD SCHEDULE aEV SIONS: • SIM SIMILAR FOUNDATION PLAN St0 11-18-2008 1 s,A STEEL JOIST INSTITUTE SECOND FLOOR FRAMING PLAN S21 11-18-28 1 STL STANDARD 00 ROOF 2 1 7BR TO BE REMOVED'STEEL FRAMING PLAN 321-18-2008 1 TCX TOP CORD EXTENSION ROOF TRUSS FRAMING PLAN $n 11-18-2WS 2 THB TOP AND BOTTOM TNK THICK TOC TOP OF CONCRETE FOUNDATION DETAILS 83.1 11-18-2008 0 TOS TOP OF STEEL DRAWN BY: ` TOW TOP OF WALL KEP FOUNDATION DETAILS S3.2 11-18-2008 0 TS TOP OF SLAB STEEL FRAMING ELEVATIONS S4.1 11-18-2008 0 UN TYPICAL A&M PROJECT#: - LINO UNLESS NOTED OTHERWISE 1203-21 STEEL FRAMING ELEVATIONS S4.1A 11-18-2008 1 VERT VERTICAL DRAWING NO.: VIF VERIFY IN FIELD FRAMING DETAILS S42 11-18-2008 0 vnTH FRAMING DETAILS 34.3 11-18=2008 1 w/N WITHIN ^O ' ./OUT WITHOUT v` FRAMING DETAILS 84.4 11-18-2008 0 WWF WELDED WIRE FABRIC ISSUED FOR PERMIT- NOVEMBER 18, 2008 OF GENERAL STRUCTURAL NOTES&SPECIFICATIONS 4� MICHAEL R. GUILMEE ca ' GENERAL FOUNDATIONS(CONY) STRUCTURAL STEEL STEEL JOISTS •STRUCTURAL W, 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE TOWN OF 6. CONTRACTOR SHALL CARRY OUT CONTINUOUS PUMPING OF GROUND WATER IF NECESSARY I. ALL DIMENSIONS AND LOCATIONS OF STRUCTURAL STEEL ARE TO BE VERIFIED IN THE FIELD 1. THE FABRICATOR OF THE STEEL JOISTS SHALL BE A CURRENT MEMBER OF STEEL JOIST Na'3,6601 BARNSTABLE(HYANNIS)BUILDING DEPARTMENT AND THE MASSACHUSETTS STATE BUILDING UNTIL SUFFICIENT DEAD LOAD HAS ACCUMULATED TO PREVENT THE FLOATING OF ANY PART PRIOR TO SUBMISSION OF SHOP DRAWINGS INSTITUTE(SJI)AND SHALL HAVE HAD THEIR DESIGNS AND FABRICATIONS RENEWED BY Si. CODE;7TH EDITION(MSBC). OF THE STRUCTURE. - - 2 ALL STRUCTURAL STEEL SHALL BE NEW STEEL CONFORMING TO THE MOST CURRENT ASTM 2: STEEL JOISTS SHALL BE K OR LH CRIES CONFORMING TO THE LATEST STANDARD 1 2 DESIGN DEAD LOADS: 7. STRUCTURAL FILL SHALL BE DEFINED AS FILL MATERIAL USED TO SUPPORT BUILDING DESIGNATIONS INDICATED. ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH SPECIFICATIONS OF THE STEEL JOIST INSTITUTE. CHORD AND WEB MEMBERS FOR ALL JOISTS L FOUNDATIONS AND SLABS. STRUCTURAL FILL SHALL.CONSIST OF WELL GRADED SAND AND THE AISC MANUAL OF STEEL CONSTRUCTION. SHALL BE ASTM A242 STEEL HOT ROLLED SECTIONS,OR AN APPROVED SUBSTITUTE JOISTS STEEL SELF-WEIGHT IS IN ADDITION TO ALL OF THE LISTED DEAD LOADS. GRAVEL AND GRAVELY SAND,FREE FROM ICE,SNOW,ROOTS,SOD,RUBBISH,AND OTHER SHALL BE ANCHORED AT BEARING BY A 1)¢'(MINIMUM)LONG FILLET WIELD ON EACH SIDE. DELETERIOUS OR ORGANIC MATTER,AND SHALL CONFORM TO THE MATERIAL GRADATION A. ASTM A992(Fy-50 ksi) W SHAPES BRIDGING SHALL CONFORM TO REQUIREMENTS OF THE STEEL JOIST INSTITUTE. PROVIDE TOP ELEVATED SLAB SPECIFICATION IN THE REFERENCED GEOTECHNICAL REPORT,SEE FOUNDATION NOTE#I. B. ASTM A500,GRADE B(Fy=46 ksi) HOLLOW STRUCTURAL SECTIONS(HSS) AND BOTTOM CHORD EXTENSIONS WHERE REQUIRED. 8. ALL UTIUTIES CROSSING FOUNDATION WALLS SHALL GENERALLY CROSS AT 90 DEGREES TO C. ASTM A53,GRADE B(Fy=35 W) PIPE NORMAL WEIGHT SLAB/FORM DECK(314') 39 PSF D. ASTM A36(Fy=36 ksQ ANGLES,TEES,CHANNELS,PLATE 3. ALL STEEL JOISTS,BRIDGING,AND BRACING SHALL BE DESIGNED BY THE.FABRICATOR. FLOOR COVERING 3 PSF THE WALL LINE WHERE UTILITY CROSSING ELEVATIONS ARE IN CONFLICT N1TH THE FOOTING FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE _ CEIUNG 3 PSF OR WITHIN 24'BELOW THE BOTTOM OF FOOTING,THE FOOTING SHALL BE STEPPED DOWN 4. STRUCTURAL CONNECTIONS SHOWN ON THESE DRAWINGS ARE GENERALLY SCHEMATIC. ALL FOLLOWING FOR SIZE,SPAN,LOADING AND SERIES INDICATED IN THE CONTRACT DOCUMENTS: PARTITIONS - 20 PSF SUCH THAT THE UTILITY CROSSES THROUGH THE FOUNDATION WALL STRUCTURAL STEEL CONNECTIONS SHALL TS DESIGNED BY A STRUCTURAL ENGINEERONN LICENSED MISC.(NVAC,EI.EC,FP) ,y_PSF - IN THE COMMONWEALTH O MASSACHUSETTS.RETAINED BY THE FABRICATOR. CONNECTION A. SJI'STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS,K-SERIES; 70 PSF 9. FOUNDATION WALLS STALL BE BACKFlLLED EQUALLY ON BOTH SIDES UP TO THE LOW SIDE DESIGN SHALL BE IN ACCORDANCE WITH THE AISC'MANUAL OF STEEL CONSTRUCTION- LONG SPAN STEEL JOISTS,LH-SERIES; DEEP LONG SPAN STEEL JOISTS,DLH HQUE- FINISH GRADE. - - ALLOWABLE STRESS DESIGN%9TH ED.(ASO). DESIGN FOR ALL CONNECTIONS SHALL BE SERIES; AND JOIST GIRDERS' SUBMITTED TO THE ARCHITECT/ENGINEER FOR REVIEW PRIOR TO FABRICATION. MEMBRANE OR ASPHALT ROOFING 3 PSF CONCRETE - - B. SJ"RECOMMENDED CODE OF STANDARD PRACTICE FOR STEEL JOISTS AND. E-• a gCCg INSULATION 2 PSF PLYWOOD SHEATHING 3 PSI- 5. ALL SHOP CONNECTIONS SHALL BE WELDED. FIELD CONNECTIONS SHALL BE BOLTED WHERE JOIST GIRDERS'. EVER POSSIBLE EXCEPT AS SPECIFICALLY DEFINED OTHERWISE HEREIN. BOLTS SHALL f8883f3f3 �y WOOD FRAMING A 24'O.C. 5 PSF 1. ALL ICAN CON SHALL BE PROPORTIONED,MIXED AND PLACED CONFORMING TO F CURRENT CONFORM TO THE ASTM'STANDARD SPECIFICATION FOR STRUCTURAL BOLTS"SERIAL C. AISC"MANUAL OF STEEL CONSTRUCTION ALLOWABLE.STRESS DESIGN'. Z CEILING 3 PSF AMERICAN CONCRETE INSTITUTE(AG)301,304 AND 308 STANDARDS. THE FOLLOWING f''T O MISC, NVAC,ELEC,FP) ,5 SF CONCRETE MIX DESIGNS SHALL BE SUBMITTED FOR.REVIEW. DESIGNATION F1852(A325TC),SHALL BE 3/4"DIAMETER,AND HAVE STANDARD HOLES OF s -a ( 13/16-DIAMETER,UNLESS DESIGNATED DIFFERENTLY IN THE STRUCTURAL DETAILS OR 4. ALL DESIGNS SHALL BE.PERFORMED IN ACCORDANCE.WITH CONTRACT DOCUMENTS AND SHALL 21 PSF BE SUBMITTED TO THE ARCHITECT/ENGINEER FOR DIMENSIONAL REVIEW ONLY.REFER TO GENERAL STRUCTURAL CONCRETE SECTIONS 3. DESIGN LIVE LOADS: - CONTRACT DOCUMENTS FOR LOADING CONDITIONS ¢" 28-DAY STRENGTH(MIN) 3.ODD PSI 6. ALL SHEAR CONNECTIONS SHALL BE DESIGNED BY THE FABRICATOR AT EACH LOCATION - SEE LIVE LOAD KEY PLANS ON DRAWINGS 52.1 AND 52.3 COARSE AGGREGATE(MAX) �" WHERE THEY ARE REQUIRED,INDICATED OR OTHERWISE,IN THE CONTRACT DRAWINGS. THE 5. BRIDGING AND JOIST GIRDER BRACING SHALL BE INCLUDED WHETHER SHOWN ON THE OFFICE 50 PSF WATER CEMENT RATIO(w c) 0.48 CONNECTION SHALL BE DESIGNED IN ACCORDANCE N7H THE AISC MANUAL TO DEVELOP END - CONTRACT DOCUMENTS OR NOT. CORRIDOR - 80 PSF AIR ENTRAINMENT 0. (t1R� REACTIONS BASED ON ALLOWABLE,UNIFORMLY DISTRIBUTED LOAD(UDL)TABLES(MANUAL OF 6. JOISTS SHALL BE PROPORTIONED WITH THE FOLLOWING DEFLECTION LIMITS: STAIRS,LANDINGS - 100 PSF. - STEEL CONSTRUCTION,ASD,PG.2-89 THRU PG.2-140). WHERE REACTIONS ARE L/360 FLOOR LIVE LOADS ELEVATOR MACHINE ROOM 50 PSF(300//4 SQ.IN.ANYWHERE) INTERIOR SLAB-ON-GRADE 0 AIR) DESIGN INSTEAD IDENTIFIED THE ON THESE DS.RAWINGS,THEY SHALL BE USED FOR CONNECTION L/240 FLOORTOTAL LIVE L ROOF(ZONE L.Pg=35 PSF,Pf--30,Ps=27) -30 PSI" (AND DRIFTING LOADS IN ACCORDANCE VATH THE MASSACHUSETTS STATE BUILDING CODE) 28-DAY STRENGTH(MIN) 4,ODO PSI 7. BEAM SHEAR CONNECTIONS FRAMED INTO THE FACE OF HOLLOW STRUCTURAL SECTIONS 7. ALL LOADS FROM HANGING EQUIPMENT,INCLUDING BUT NOT UNITED TO MECHANICAL, - COARSE AGGREGATE(MAX) 9'4. - (HSS)SHALL BE DESIGNED IN ACCORDANCE WITH.THE CURRENT EDITION OF THE AISC PLUMBING AND ELECTRICAL,SHALL BE SUPPORTED WITHIN 6'OF A PANEL PANT OF THE 4. WIND LOADS WATER CEMENT RATIO(w/c) 0.42 HOLLOW STRUCTURAL SECTIONS-CONNECTIONS MANUAL-,CHAPTER 4. JOISTS SHALL BE REINFORCED IN ACCORDANCE WITH THE JOIST REINFORCING DETAIL SHOWN - BASIC WIND SPEED(V) _ 120 MPH - EXTERIOR SLAB-ON GRADE - ON THE STRUCTURAL CONTRACT DRAWINGS EXPOSURE - C - & ALL CONNECTIONS WITHIN THE SEISMIC FORCE RESISTING SYSTEM(SFRS)SHALL BE DESIGNED 8 WHERE JOIST FRAMING IS UTILIZED,AND COLUMNS ARE NOT FRAMED IN AT LEAST TWO WAND IMPORTANCE FACTOR(Iw) 1.0 - BY THE FABRICATOR AT EACH LOCATION INDICATED ON THE CONTRACT DRAWINGS THE 28 DAY STRENGTH(MIN) PSI PROVISIONS OF AISC 341-02 SHALL APPLY TO ALL CONNECTION DESIGNS. DIRECTIONS WITH STRUCTURAL STEEL MEMBERS THE JOISTS OR NEAREST TO THE COLUMN X" BUILDING DRIFT LIMIT H/400 COARSE AGGREGATE(MAX) �'j - � CENTERLINE STALL BE FIELD BOLTED AT THE THE OF ERECTION WITH 7W0 1/2'MINIMUM ' WATER CEMENT RATIO(w/c) 0.42 - A THE CONTROLING CONNECTION FORCES SHOWN ON THESE DRAWINGS ARE DUE TO WAND IN DIAMETER BOLTS BOLTS SHALL BE TOROUED SNUG-TIGHT PRIOR TO SLACKING THE HOIST U) REFERENCE WIND PRESSURES 0-50 FEET=21 PSF AIR ENTRAINMENT 6%(t1R) - EACH OF THE N-S AND E-W AXIS OF THE BUILDING. LINE ONCE THE FRAME IS PLUMBED,THESE TIE-JOISTS SHALL BE FIELD WELDED TO THE CI� FF-- SUPPORTS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. -7 S EARTHQUAKE LOADS Lu 2. NO WATER SHALL BE ADDED TO THE CONCRETE AT THE JOBSITE IT SHALL BE THE B. ORDINARY MOMENT FRAMES OF STEEL(OMF)=ALL MOMENT CONNECTIONS SHALL BE �_ Z GV (f) RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE CONCRETE SUPPLIER TO- 'TYPE-1"OR"FR"CONNECTIONS DESIGNED IN ACCORDANCE WITH THE AISC PROVISIONS' 9• D0 NOT WELD BOTTOM CHORD EXTENSIONS OF TIE JOIST TO COLUMN STABILIZER PLATE. SEISMIC IMPORTANCE FACTOR,(le) 1.0 ENSURE A PUMPABLE AND WORKABLE MIX WITHOUT THE ADDITION OF WATER AT THE JOBSITE - O m SITE CLASS D(ASSUMED) THE USE OF PLASTICIZERS,RETARDANTS AND OTHER ADDITIVES SHALL BE AT THE OPTION OF FOR ORDINARY MOMENT FRAMES NONE)OF.STEEL THE CONNECTION SHALL BE DESIGNED• r THE CONTRACTOR SUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER. FOLLOW THE TO DEVELOP TIO FULL MOMENT INDICATED ON THE DRAWINGS THUS(M=w1 �FT-K AT STEEL DECKING _1 SEISMIC DESIGN CATEGORY � B - _ SPECTRAL RESPONSE ACCELERATION,(Ss) 0.20 RECOMMENDATIONS OF THE MANUFACTURER FOR THE PROPER USE OF ADDITIVES. THE USE EACH CONNECTION LOCATION OR 1.1 x Ry z Mp,WHICHEVER IS LESS - L u U SPECTRAL RESPONSE ACCELERATION,(S1) 0.054 OF CALCIUM CHLORIDE OR OTHER CHLORIDE BEARING SALTS"SHALL.NOT BE PERMITTED. . 1. ALL STEEL DECKING SHALL CONFORM TO THE REQUIREMENTS OF THE STEEL DECK INSTITUTE 1 Q SPECTRAL RESPONSE COEFFICIENT,(Sds) 0.213 - C. ORDINARY CONCENTRIC BRACED FRAMES(OGRE)-THE AXIAL CONNECTION ATIC THE ENDS (SDI)AND SHALL BE ERECTED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS m C (n SPECTRAL RESPONSE COEFFICIENT,(Shc) 0.0864 3. REINFORCING STEEL SHALL BE NEW BILLET STEEL IN ACCORDANCE WTH ASTEA A615,GRADE OF TENSION AND COMPRESSION MEMBERS SHALL BE DESIGNED BY THE FABRICATOR TO UNLESS OTHERWISE NOTED ON THE CONTRACT DRAWINGS O L0 < SEISMIC FORCE RESISTING SYSTEM:. - 60. ALL DETAILS SHALL BE IN ACCORDANCE WITH AO DETAIL STANDARD ACI 315, DEVELOP THE FULL AXIAL LOAD INDICATED ON THE DRAWINGS THUS(P=xAO OR FOR uj N-S AXIS OMf THE ALLOWABLE TENSILE CAPACITY OF THE CONNECTED MEMBER Pn=(Ry x Fy x Ag), 2. THE MANUFACTURER OF THE STEEL DECKING SHALL BE A CURRENT MEMBER OF SDI AND E-W AXIS OCBF 4. WELDED MIRE FABRIC SHALL CONFORM TO ASTM A185 SPECIFICATIONS FOR WELDED STEEL WHICHEVER IS LARGER. Ry SHALL BE AS DEFINED IN THE AISC 341-02 TABLE I-6-1. SHALL HAVE HAD THEIR DESIGNS AND FABRICATIONS REVIEWED BY SDI, 1.1 vLo WIRE FABRIC AND PLACED IN ACCORDANCE WITH THE WELDED STEEL WIRE INSTITUTE PROVISIONS O AISC 341-02 SUPERCEEDED BY MSBC SECTION 2205.3.4 SHALL BE DESIGN BASE SHEAR(V}. - _ CONSIDERED, _ ,-. - - 3. GALVANIZING,WHERE REWIRED,SHALL BE EQUAL TO ASTM A653,COATING CLASS G60.FIELD LL LLI r LJ,j N-S AXIS 40K 5. CONCRETE COVER FOR REINFORCING SHALL BE AS FOLLOWS: y TOUCH-UP ALL WELDS SCUFFS,AND ABRASIONS WITH RUST INHIBITIVE PAINT. PROVIDE LL- Q J ` E-W AXIS 70K 9. WELDED CONSTRUCTION SHALL COMPLY WITH THE AWS CODE FOR PROCEDURE,APPEARANCE, FILLERS AND ACCESSORIES AS REQUIRED. O 66 m SEISMIC RESPONSE COEFFICIENT,(Cs}. FOOTINGS 3' ," AND QUALITY OF WELDS AND METHODS USED IN CORRECTING WELDED'WORK. ALL WELDING Q " N-S AXIS .066 FOUNDATION WALLS, - 2" -SHALL BE MADE BY CERTIFIED WELDERS 4. GALVANIZED EDGE ANGLES AND CLOSURE STRIPS,20 GAGE MINIMUM,SHALL BE INSTALLED LLI V7 N r RESPONSE MODIFICATION FACTOR,(R): •O66 -SLAGS-ON-GRADES Z'. - AROUND ALL SLAB STOPS. ANGLES AND STRIPS.SHALL BE WELDED TO SUPPORTS WITH 1' > Z 10. WELD ELECTRODES FOR ALL WELDING SHALL BE MINIMUM AWS E-70 SERIES LONG FILLETS AT 12"ON CENTER. > Y N-S AXIS 15 - Lu Q r C E-W AXIS 3.25 6. PROVIDE AND INSTALL NECESSARY TIE BARS,SPACER BARS,CHAIR BARS,AND BOLSTERS AS 11, FITTED,FULL-DEPTH WEB STIFFENERS SHALL BE PROVIDED AT ALL BEAMS AND GIRDERS 5. ALL DECK SHEETS SHALL BE PLACED PERPENDICULAR TO SUPPORTING MEMBERS METAL DEFLECTION AMPLIFICATION FACTOR(Cd): - REQUIRED TO MAINTAIN STEEL IN A RIGID POSITION PRIOR TO PLACING CONCRETE ALL. - SUPPORTING COLUMN LOADS OR CANTILEVERING OVER COLUMNS WEB STIFFENERS SHALL BE. DECKING GAGES SHOWN ON THE STRUCTURAL CONTRACT DOCUMENTS HAVE BEEN BASED ON Z Q N-S AXIS 3.0 SUPPORTS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS OF CRSI'RECOMMENDED INSTALLED ON EACH SIDE OF BEAMS AND GIRDERS AND SHALL BE EQUAL TO THEIR WEB 2-SPAN CONDITIONS,HOWEVER,A 3-SPAN CONDITION SHALL BE PROVIDED WHEREVER 3 , m E-W AXIS 125 PRACTICE FOR PLACING REINFORCING BARS'. THICKNESSES _ POSSIBLE. IF THE MINIMUM SPAN CONDITION IS NOT FEASIBLE DUE TO SUPPORTS AND/OR 6. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE CIVIL,ARCHITECTURAL, 7. WHERE CONTINUOUS BARS ARE CALLED FOR,INDICATED,OR REQUIRED,THEY SHALL BE RUN 12.FLANGES AND WEBS OF BEAMS ARE TO BE PUNCHED WHERE REQUIRED TO RECEIVE OPENING LOCATIONS,THE METAL DECKING SUPPLER SHALL ADJUST THE GAGES ACCORDINGLY. MECHANICAL,AND ELECTRICAL DRAWINGS,AND SPECIFICATIONS CONTINUOUSLY AROUND CORNERS,LAPPED AT NECESSARY SPLICES,SPLICES STAGGERED, -ARCHITECTURAL FINISHES TO RECEIVE WOOD BLOCKING,USE 7/16-DIAMETER HOLES 0 6. NO OPENINGS GREATER THAN 12'IN EITHER DIRECTION SHALL BE CUT IN THE METAL ROOF WHEREVER POSSIBLE,AND HOOKED AT DISCONTINUOUS ENDS. 2'-0'O.C.WITH 1/8'DIAMETER BOLTS WITH NUTS AND WASHERS.SEE DETAIL B/S4.3. OR FLOOR DECKS UNLESS A PROPER STEEL ANGLE FRAME IS INSTALLED AROUND THE 7. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD,AND ANY DISCREPANCIES - PERIMETER OF THE OPENING,BENEATH.THE DECKING. OPENINGS IN NON-COMPOSITE STEEL SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR CLARIFICATION BEFORE B. SLABS SHALL BE PLACED TO A FLATNESS/LEVELNESS OF Y'IN 10 FEET. 13. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH ASTM F1554 SPECIFICATIONS,WITH HEAVY FORM DECK SHALL BE IN ACCORDANCE WITH DETAIL B/S4.2 PROCEEDING WITH THE AFFECTED PORTION OF THE WORK. HEX NUTS AND HARDENED WASHERS UNLESS NOTED OTHERWISE. - 9. ALL INTERIOR SLABS SHALL RECEIVE A STEEL TROWEL FINISH AND ALL EXTERIOR SLABS 7. SCREWS USED FOR DECK FASTENING SHALL.BE GALVANIZED/10 SELF-TAPPING TER SCREWS Tom' fl UNLESS OTHERWISE NOTED,DETAILS SHOWN ON ANY DRAWINGS ARE TO BE CONSIDERED SHALL RECEIVE A BROOM FINISH. FINISHING OF SLAB SURFACES SHALL COMPLY WITH THE 14. NON-SHRINK GROUT TO BE INSTALLED AT COLUMN BASES SHALL ATTAIN A COMPRESSIVE ALL SCREWS SHALL HAVE A 0.19'THREAD DIAMETER,0.4'MINIMUM NOMINAL HEAD DIAMETER TYPICAL FOR ALL SIMILAR CONDITIONS RECOMMENDATIONS OF ACI302.1 AND 304. STRENGTH OF 5,OD0 PSI AT 28 DAYS ACE. AND AN AVERAGE TESTED TENSILE STRENGTH OF Z560 LEL & THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES,ANY 10. INTERIOR SLABS-ON-GRADE SHALL BE PLACED ON A 6 MIL(MIN)POLYETHYLENE VAPOR 15. POUR STOPS AND SLAB SUPPORTS AT COLUMNS,SLAB OPENINGS AND SLAB EDGES SHALL B. FLOOR DECK(NON-COMPOSITE.FORM DECK): STRUCTURAL NOTES PERMITTING AGENCIES,AND'DIG-SAFE'(1-888-344-7233)AT LEAST 72 HOURS IN BARRIER ALL SEAMS SHALL BE LAPPED 12'. BE SUPPLIED BY THE CONTRACTOR AS REQUIRED TO COMPLETE THE WORK. - ADVANCE CF ANY WORK THAT WILL REQUIRE EXCAVATION. A. STEEL FLOOR DECK SHALL BE%,26 GA.,GALVANIZED,UFS FORM DECK,30' & 11. CONTRACTION JOINTS STALL S USED TO DIVIDE STABS-ON-GRADE INTO RECTANGULAR COVERAGE,AS MANUFACTURED BY UNITED STEEL DECK,INC.OF SOUTH PLAINFIELD.NJ 10. BUILDING ELEVATIONS ARE REFERENCED FROM CVIL/SITE DRAWINGS,CONFIRM ALL PANELS NOT EXCEEDING 400 SF OTHERWISE NO CONTRACTION JOINTS SHALL G SAWED ALONG SPECIFICATIONS ELEVATIONS PRIOR TO CONSTRUCTION. ALL COLUMN LINES UNLESS OTHERWISE NOTED ON THE CONTRACT DRAWINGS JOINTS MAY - OR AN APPROVED SUBSTITUTE. CONCRETE COVEfR,THICKNESS,DENSITY-AND BE SAWED AS SOON AS PRACTICAL NOT TO DAMAGE CONCRETE AND SHALL BE SAWED NO REINFORCEMENT SHALL BEAAS INDICATED ON THE DRAWINGS FOUNDATIONS _ LATER THAN 24 HOURS AFTER CONCRETE PLACEMENT. B. STEEL FLOOR DECK SHALL CONFORM TO ASTM A653,GRADE 80.HAVING A MINIMUM 12 SLAB-ON-GRADE CONSTRUCTION JOINTS SHALL BE KEYED JOINTS AND UTILIZED AS VELD STRENGTH OF 80 KSI. THE WORKING STRESS OF STEEL FLOOR DECK PRIOR TO 1. NO GEOTECHNICAL PARA.REPORT IS AVAILABLE AS OF THE ISSUE DATE E THESE DRAWINGS. ALL CONTRACTION JOINTS WHEN APPROPRIATE. CONSTRUCTION JOINTS.SHALL BE SAWCUT THE AND DURING PLACEMENT OF CONCRETE SHALL NOT EXCEED 0.6 X THE YIELD STRESS OR SOIL DESIGN PARAMETERS ASSUMED ON THESE DRAWINGS SHALL BE CONFIRMED IN THE FIELD 36 KSI,WHICHEVER IS LESS A 20 PSF UNIFORM LOAD OVER THE ENTIRE DECK AREA DATE ISSUED: BY A GEOTECHNICAL ENGINEER LICENSED IN THE COMMONWEALTH OF MASSACHUSETTS PRIOR SAME AS WOULD A CONTRACTION JOINT. OR 1501 CONCENTRATED LOAD OVER A 1'-0-WADE SECTION OF DECK SHALL BE 11-18-2008 TO CONSTRUCTION OF ANY FOOTINGS. THE GEOTECHNICAL ENGINEER SHALL ALSO ISSUE A 13: MINIMUM PIER REINFORCING SHALL BE 1x OF THE PIER AREA,UNLESS OTHERWISE NOTED. CONSIDERED AS CONSTRUCTION LIVE LOADS. REPORT SUMMARIZING THE FINDINGS AND SUBMIT THE SAME TO THE OWNER,ARCHITECT, REMSIONS: STRUCTURAL ENGINEER AND BUILDING DEPARTMENT PRIOR TO CONSTRUCTION. 14. PROVIDE 7 DAY CURING OF SLABS IMMEDIATELY AFTER FINISHING USING ONE OF THE C. PROVIDE 5/8-DIAMETER PUDDLE WELD FOR DECK CONNECTION AT POINTS RECOMMENDED 2. ALL FOOTINGS SHALL BE CARRIED DOWN TO UNDISTURBED MATERIAL OR COMPACTED FOLLOWING METHODS: BY THE MANUFACTURER,MINIMUM 30/4 PATTERN OR AS INDICATED IN THE CONTRACT A. CONTINUOUSLY WATERED BURLAP DRAWINGS. STRUCTURAL FILL HAVING A MINIMUM BEARING CAPACITY ONCRET OF STING PSF UNLESS OTHERWISE B. WATERPROOF MEMBRANES SHOWN RI INDICATED ON THE DRAWINGS. NOD IS CERTIFIED FOOTINGS STALL PROFESSIONAL PLACED UNTIL D. WELDING WASHERS SHALL BE USED TO FASTEN DECK TO SUPPORTS ON ALL DECK GAGES THE BEARING VALUE O THE SOIL ENCOUNTERED IS CERTIFIED BY A MASSACHUSETTS. C. SPRAYED-ON LIQUID MEMBRANE GEOTECHNICAL ENGINEER LICENSED IN THE COMMONWEALTH OF MASSACHUSETTS ALLOWABLE PROTECT THE CONCRETE SURFACE BETWEEN FINISHING OPERATIONS ON HOT,DRY DAYS OR LIGHTER THAN 22 GAGE WELDING WASHERS ARE NOT PERMITTED FOR SIDE LAP ANY OTHER.TIME THAT PLASTIC SHRINKAGE CRACKS COLD DEVELOP BY USNG WET BURLAP, CONNECTIONS - SOIL BEARING VALUE MUST TAKE INTO ACCOUNT INFLUENCE OF GROUND WATER. PLASTIC MEMBRANE OR FOGGING PROTECT CONCRETE SLAB AT ALL TIMES FROM RAIN,HAIL STRUCTURAL FILL STALL ONLY BE PLACED UPON UNDISTURBED MATERIAL CONFORMING TO THE REQUIRED MINIMUM BEARING CAPACITY. OR OTHER INJURIOUS EFFECTS E. STEEL FLOOR DECK SHALL BE FABRICATED TO ALLOW FOR 2"MINIMUM END LAPS AND INTERLOCKING OR NESTED SIDE LAPS MINIMUM BEARING AT SUPPORTS STALL BE 1YM'.. _ 3. ELEVATIONS AND DEPTHS GIVEN ON THE PLAN ARE TO COMPUTED TOP OF FOOTINGS. 15. HOT WEATHER CONCRETE INSTALLATION AS DEFINED BY ACI 305 SHALL BE PERFORMED IN • DRAWN BY: BOTTOM OF FOOTING ELEVATIONS ARE MINIMUM DEPTHS,AND ARE NOT TO BE CONSTRUED AS. ACCORDANCE WITH ACI 305. F. SIDE LAP SCREWS OR WELDS SHALL BE INSTALLED AT ALL SIDE LAPS WHERE THE DECK KEP LIMITING IN ANY WAY THE AMOUNT OF EXCAVATION REQUIRED TO REACH GOOD BEARING. NO SPAN EXCEEDS 5'-0'OR AS INDICATED IN THE CONTRACT DOCUMENTS FOOTING ELEVATIONS SHALL BE ADJUSTED WITHOUT THE WRITTEN AUTHORIZATION OF THE 16. COLD WEATHER CONCRETE INSTALLATION AS DEFINED BY ACI 306 SHALL BE PERFORMED IN A&M PROJECT#: .. ENGINEER. ACCORDANCE WITH ACI 306. G. STEEL FLOOR DECK IS USED AS AN UNSHORED FORM FOR CONCRETE. CONCRETE 1203-21 THICKNESS INDICATED IN THE CONTRACT DOCUMENTS SHALL BE CONSIDERED MINIMUMS 4. IF ENCOUNTERED,LEDGE OR ROCK SHALL BE OVER EXCAVATED A MINIMUM DEPTH OF 12 17. WHEN CONCRETE PLACEMENT IS TO OCCURDURING HOT OR COLD WEATHER CONDITIONS AS THE CONTRACTOR SHALL ALLOW FOR THE FLOOR DEFLECTIONS DURING PLACEMENT OF DRAWING NO.: _ INCHES BELOW THE PROPOSED BOTTOM OF FOOTINGS. COMPACTED STRUCTURAL FILL SHALL DINED BY ACT 305 OR 306.THE CONTRACTOR SHALL SUBMIT PROPOSED CURING METHODS SLAB TO OBTAIN TOTAL VOLUME AND THICKNESS OF CONCRETE REQUIRED. ' IN PROVIDED AS E PROPOSED ABOVE LEDGE OR ROCK AS NECESSARY STRUCTURAL MEET THE PROPOSED TO THE STRUCTURAL ENGINEER FOR REVIEW AT LEAST 10 DAYS IN ADVANCE OF THE BOTTOM OF FOOTING ELEVATIONS. PROPOSED CONCRETE PLACEMENT DATE. IT IS THE RESPONSIBIIJTY OF THE CONTRACTOR TO H. CALCULATED FORM DEFLECTION SHALL BE BASED ON THE LOAD OF WET CONCRETE AND ENSURE THAT CURING METHODS ARE WORKING EFFECTIVELY DURING THE SPECIFIED DURATION WEIGHT OF THE FLOOR DECK LOADED UNIFORMLY ON ALL SPANS. THE MAXIMUM SO . 2 NO FOOTINGS SHALL BE PLPLACEDIN WATER OR ON FROZEN GROUND. IN GENERAL,ALL OF CURING. THE CONTRACTOR IS RESPONSIBLE FOR PROPER CURING OF THE CONCRETE PERMISSIBLE FORM DEFLECTION SHALL BE LIMITED TO SPAN/180 OR%_.WHICHEVER IS EXTERIOR CONSTRUCTION SHALL BE CARRIED DOWN A MINIMUM OF 4'-0'BELOW FINISHED 18. UNLESS SPECIFIED, O D,CONCRETE MUST REACH THE FOLLOWING PERCENTAGES ITS 28-DAY LESS'. EXTERIOR GRADE. COMPRESSIVE STRENGTH(fc),BEFORE FORMS MAY BE REMOVED. WALLS,COLUMNS,AND BEAM SIDES 40% I. ALL UNFRAMED OPENINGS ARE TO BE BLOCKED OUT WITH/FORMWORK. DEC(OPENING SHALL BE CUT AFTER CONCRETE IS CURED.SEE DETAIL B S4.2.54.2. GENERAL STRUCTURAL NOTES&SPECIFICATIONS AAt"EL R. GUIL T `STRi1CTIm WOOD TRUSSES WOOD TRUSSES(CONi') SHOP DRAWWGS STRUCTURAL TESTING AND INSPECTION(CONY') No.3se01 1. DESIGN,MANUFACTURE,AND SUPPLY WOOD TRUSSES AS SHOWN ON THE CONSTRUCTION 19. TRUSS PROFILES ILLUSTRATED IN THE TRUSS SCHEDULE ARE PROVIDED TO INDICATE GENERAL 1. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECTANGINEER AND RETURNED WITH 10. WELD TESTING-ALL WELDS MUST BE INSPECTED AND/OR TESTED IN ACCORDANCE WITH THE DOCUMENTS AND AS SPECIFIED. TRUSS PROFILE AND BEARING POINTS. IT SHALL BE THE RESPONSIBILITY OF THE TRUSS THE ENGINEER'S SIGNED RENEW STAMP DENOTING'NO EXCEPTIONS TAKEN'BEFORE 7th EDITION OF MASSACHUSETTS STATE BUILDING CODE,780 CMR 1703.11.1 AND SECTION 6 MANUFACTURER TO SUBSTITUTE OR ADD TRUSS PROFILES AS REQUIRED TO ADEQUATELY FABRICATION CAN PROCEED. AT A MINIMUM,THE FOLLOWING SHOP DRAWNGS SHALL BE OF THE AWS CIA. AT LEAST 25%OF ALL WELDS MUST BE VERIFIED BY NONDESTRUCTIVE 2 TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE NATIONAL DESIGN STANDARD FOR FRAME THE ROOF TO THE LIMITS SHOWN ON THE DRAWNGS. THE TRUSS MANUFACTURER PREPARED AND SUBMITTED BY THE CONTRACTOR FOR REVIEW: TESTING,THIS REQUIREMENT IS INCREASED TO 100%ULTRASONIC TESTING(UT)FOR ALL METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION(ANSI/TPI 1)AND WHERE ANY SHALL DESIGN AND LAYOUT TRUSS DIAGONAL MEMBERS IN THE MOST STRUCTURALLY ( I A. CONCRETE MIX DESIGN APPLICABLE DESIGN FEATURE IS NOT SPECIFICALLY COVERED HEREIN,DESIGN SHALL BE IN - EFFICIENT CONFIGURATION TO SUITE THE ROOF PROFILE,LAYOUT AND TRUSS TYPE. THE WELDS WITHIN MOMENT RESISTING FRAMES DENOTED'�'ON THE PLAN. ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE LATEST EDITION OF THE AMERICAN DIAGONALS SHOWN WITHIN THE TRUSS SCHEDULE SHALL BE CONSIDERED APPROAMATE B. FOUNDATION REINFORCEMENT C. PREFABRICATED WOOD DUCTSTRUSSES 11: MASONRY TESTING-THE AGENCY SHALL OBSERVE PLACEMENT OF STRUCTURAL MASONRY FOREST&PAPER ASSOCIATION'S(AFdd'A'S)NATIONAL DESIGN SPECIFICATION(NDS)FOR UNLESS SPECIFICALLY NOTED OTHERWISE IN EITHER OF THE ARCHITECTURAL OR STRUCTURAL D. ENGINEERED WOOD PRODUCTS WOOD CONSTRUCTION AND ALL APPLICABLE BUILDING CODE REQUIREMENTS. DRAWINGS. UNITS TO CONFIRM THE FOLLOWING IS IN ACCORDANCE WITH SPECIFICATIONS: _ _ - E. WOOD CONNECTION HARDWARE(HOLDOWMS,STRAPS,CLIPS,ETC.) A. MASONRY STRENGTH 3. MANUFACTURER SHALL FURNISH TRUSS DESIGN DRAWNGS BEARING THE SEAL OF A 20. TRUSS SERVICEABILITY LIMITS SHALL BE AS FOLLOWS F. ELEVATOR LOADS AND CONNECTION REQUIREMENTS B. STEEL REINFORCEMENT SIZE,QUANTITY,PLACEMENT AND CONDITION G. PREFABRICATED STAIRS AND HANDRAILS C. LOCATION OF REQUIRED BOND BEAMS AND SPECIAL SHAPES PROFESSIONAL STRUCTURAL ENGINEER LICENSED IN THE COMMONWEALTH OF MASSACHUSETTS. LL TL H. STRUCTURAL STEEL D. GROUTING STRENGTH AND PLACEMENT PROCEDURE DRAWINGS SHALL BE SUBMITTED FOR REVIEW BY BOTH THE STRUCTURAL ENGINEER AND ROOF SPAN/240 SPAN/180 I.' STEEL DECK E. HOT AND COLD WEATHER PROTECTION. ARCHITECT PRIOR TO FABRICATION.TRUSS DESIGN DRAWINGS SHALL INCLUDE,BUT NOT BE J. STEEL JOISTS - F. ANCHORAGE OF MASONRY TO OTHER CONSTRUCTION MATERIALS LIMITED TO,THE FOLOWNG O Z A. BUILDING CODE USED FOR DESIGN WOOD CONSTRUCTION NOTES 2 SHOP DRAWINGS SHALL BE ORIGINAL DRAWINGS CONTAINING NO REPRODUCTIONS OF ANY 12. CONTRACTOR SHALL PROVIDE THE STRUCTURAL ENGINEER WITH MINIMUM TWO(2)WORKING B. SPAN,DEPTH,SLOPE AND SPACING OF TRUSSES - ALLEN&MAJOR ASSOCIATES.INC.'S PREPARED DOCUMENTS. SHOP DRAWNGS WILL NOT BE DAYS NOTICE PRIOR TO PLACING CONCRETE TO ENABLE.THE STRUCTURAL ENGINEER TO C. REQUIRED BEARING WIDTH 1. MULTIPLE MEMBER,MULTIPLE PLY OR BUILT-UP BEAMS THAT ARE USED IN PLACE OF SOLID ACCEPTED BY THE ARCHITECT/ENGINEER WITHOUT GENERAL CONTRACTOR'S REVIEW STAMP EXAMINE THE IN-PLACE CONCRETE REINFORCEMENT ANDFORMWORK. D. DESIGN LOADS AS SPECIFIED ON THESE DRAWINGS. SECTION MEMBERS SHALL HAVE PLIES CONNECTED IN ACCORDANCE PATH MANUFACTURER AND SIGNATURE E"^S � E. PLATE SIZE,TYPE,GAGE.AND LOCATION OF EACH PLATE RECOMMENDATIONS 13. CONTRACTOR SHALL PROVIDE THE STRUCTURAL ENGINEER WITH MINIMUM TWO(2)WORKING _ GG F. LUMBER SIZE,SPECIES,AND GRADE - `+ C. LOCATION OF ANY REQUIRED CONTINUOUS BRACING 2. ALL WOOI)MEMBERS STALL BE PRE-DRILLED PRIOR TO INSTALLATION OF BOLTS OR LAGS: 3. REVIEW OF THE SHOP DRAWINGS BY THE ARCHITECT/ENGINEER DOES NOT RELIEVE THE DAYS NOTICE PRIOR TO COVERING ANY STRUCTURAL COMPONENTS,SYSTEMS OR FASTENINGS. Z V: a CONTRACTORS FROM CONFORMING TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS STRUCTURAL COMPONENTS INCLUDE,BUT ARE NOT.LIMITED TO:WOOD TRUSSES,WOOD O H. CALCULATED MAX.DEFLECTION UNDER LIVE AND TOTAL LOADS FRAMING,STRUCTURAL STEEL FRAMING,WALL FLOOR AND ROOF SHEATHING AND FASTENINGS, W I. MAXIMUM AXIAL COMPRESSIVE FORCES IN TRUSS MEMBERS 3. PROVIDE STANDARDFLUSH BEAM AND JOIST HANGERS BY SIMPSON STRONG-TIE OR AN 4. PROPOSED CHANCES,SUBSTITUTIONS OR DELETIONS MADE BY THE CONTRACTORS SHALL BE GINS CONCRETE REINFORCEMENT. J. TRUSS-TO-TRUSS CONNECTION AND TRUSS FIELD ASSEMBLY REQUIREMENTS. , APPROVED SUBSTITUTE ON ALL BEAM AND JOIST ENDS THAT DO NOT BEAR ON WALLS OR SUBMITTED TO THE ARCHITECT/ENGINEER IN WRITING FOR REVIEW AND COMMENT PRIOR TO K. MAXIMUM REACTION FORCE AND DIRECTION,INCLUDING MAXIMUM UPLIFT REACTION BEAMS FORCES WHERE APPLICABLE. THEIR INCORPORATION INTO THE PROJECT. CHANGES,SUBSTITUTIONS OR DELETIONS WHICH 14. CONTRACTOR SHALL COORDINATE TEST SCHEDULING WITH OWNER AND ENGINEER PRIOR TO L FABR CATION TOLERANCE PER THE STANDARD. - � 4. ALL WOOD FRAMING SHALL BE FASTENED IN ACCORDANCE NTH THE FASTENING SCHEDULE IN HAVE NOT BEEN REVIEWED BY THIS PROCEDURE WILL BE CONSIDERED UNACCEPTABLE COMMENCEMENT OF ANY CONSTRUCTION. M. REQUIRED PERMANENT INDIVIDUAL TRUSS MEMBER RESTRAINT LOCATION AND THE TABLE 2304.5 OF THE MSBC OR AS INDICATED IN THESE DRAWINGS,THE MORE STRINGENT RECORD SETS OF SUBMITTALS,INCLUDING SHOP DRAWINGS,SAMPLES,DATA,AND 15. THE AGENCY MUST PROVIDER COPY OF RESULTS FROM ANY AND ALL TESTING AND METHOD OF RESTRAINT/BRACING TO BE USED PER THE STANDARD. SHALL APPLY. SHEAR WALL.AND DIAPHRAGM ASSEMBLIES SHALL BE FASTENED IN CERTIFICATES,SHALL BE MAINTAINED IN THE FIELD OFFICE BY THE GENERAL CONTRACTOR. INSPECTION OF THE STRUCTURAL SYSTEM DIRECTLY TO THE STRUCTURAL ENGINEER OF ACCORDANCE N1TI1 THE SHEAR WALL AND DIAPHRAGM FASTENING SCHEDULES ON THESE RECORD FOR REVIEW. 4. LUMBER USED SHALL BE IDENTIFIED BY GRADE MARK OF A LUMBER INSPECTION BUREAU OR DRAWINGS. 6. ERECTIONS SHALL ONLY BE MADE FROM SHOP DRAWINGS THAT HAVE BEEN SIGNED BY - - AGENCY APPROVED BY THE AMERICAN LUMBER STANDARDS COMMITTEE,AND SHALL BE THE GENERAL CONTRACTOR AND STAMPED PATH ENGINEER'S REVIEW STAMP DENOTING'NO SIZE,SPECIES,AND GRADE AS SHOWN ON THE TRUSS DESIGN DRAWINGS,OR EQUIVALENT AS 5. ALL I-JST BEARING ENDS SHALL HAVE SOLID BLOCKING.- ROOF TRUSS COMPONENTS SHALL EXCEPTIONS TAKEN'. 'STRUCTURAL DIAPHRAGM APPROVED BY THE TRUSS DESIGN ENGINEER HAVE BRIDGING OR BRACING LINES AS SHOWN ON TRUSS MANUFACTURER DRAWINGS. 5. MOISTURE CONTENT OF LUMBER SHALL BE NO LESS THAN 7%AND NO GREATER THAN 19% 6. PROVIDE COLLAR TIES ON CONVENTIONAL RAFTER FRAMING OF AT LEAST 1X6 BOARDS WJECTION ADHESIVE FASTENERS 1. SLOPED ROOF DIAPHRAGM SHEATHING AT TIME OF FABRICATION. LOCATED AT A DISTANCE OF H OF THE RIDGE HEIGHT DOWN FROM THE RIDGE BEAM AND A MAXIMUM SPACING OF 48'O.C. 1. ALL INJECTION ADHESIVE FASTENERS SHALL BE AS MANUFACTURED BY HILT,INC.,TULSA, ROOF SHEATHING SHALL BE 19/32'THICK APA RATED WOOD STRUCTURAL PANEL WITH A 6. ADJUSTMENT OF VALUE FOR DURATION OF LOAD OR CONDITIONS OF USE SHALL BE IN - OKLAHOMA(1-800-879-8000)OR AN APPROVED SUBSTITUTE ALL SPECIFICATIONS AND SPAN RATING OF 32/16.EXPOSURE 1. SHEATHING SHALL BE ORIENTED WITH LONG SPAN OF ACCORDANCE WITH NDS. 7. ALL BUILT-UP BEAMS,ENGINEERED WOOD BEAMS,AND CARDER TRUSSES MUST BE RECOMMENDATIONS ARE AS OUTLINED IN THE'HILTI PRODUCT TECHNICAL GUIDE'LATEST THE SHEET PERPENDICULAR TO THE SUPPORTING MEMBERS AND VERTICAL SEAMS•STAGGERED SUPPORTED BY POSTS WITHIN THE WALL FRAMING THAT ARE DIRECTLY ALIGNED WITH.THE 'EDITION. - BY 4'-0'O.C. ROOF SHEATHING SHALL BE FASTENED WITH 8d COMMON NAILS AT.A 7. METAL CONNECTOR PLATES: BEAM OR GIRDER TRUSS ABOVE ALL BUILT-UP BEAMS OF 2X CONVENTIONAL FRAMING MAXIMUM 6'O.C.AROUND ALL DIRECT EDGES AND 12'D.C.ON ALL INTERMEDIATE A. METAL CONNECTOR PLATES SHALL BE MANUFACTURED BY A TRUSS PLATE INSTITUTE MEMBERS SHALL BE SUPPORTED BY,AT LEAST THE SAME NUMBER OF BUILT-UP STUDS. ALL 2 WHEREVER POSSIBLE ALL FASTENERS SHALL BE HILT HIT HY150 INJECTION ADHESIVE SUPPORTS. SHEATHING MUST DIRECT CONTINUOUS BENEATH ALL OV ALL DIRTROOF AREAS OR N (TPI)MEMBER PLATE MANUFACTURER AND SHALL NOT BE LESS THAN 0.036 IN.THICK ENGINEERED WOOD BEAMS AND CARDER TRUSSES MUST BE SUPPORTED BY A MINIMUM OF A FASTENERS AND ANCHORED INTO SOLID GROUTED MASONRY UNITS OR SOLID CONCRETE. SUPPERS CI� (20 GAUGE)AND SHALL MEET OR EXCEED ASTM A653/A653M GRADE 33.AND 3-PLY BUILT-UP STUD OR THE NUMBER OF STUDS REQUIRED TO MEET OR.EXCEED THE HILTI HIT HY20 FASTENERS SHALL BE USED WHERE ANCHORAGE INTO HOLLOW MASONRY 7 w GALVANIZED COATING SHALL MEET OR EXCEED ASTM A924/924M,COATING DESIGNATION WIDTH OF THE FRAMING MEMBER ABOVE.WHICHEVER IS LARGER: WHERE SOLID OR UNITS IS REQUIRED. ALL HILT ANCHORS STALL BE INSTALLED IN STRICT ACCORDANCE WITH 2 FIAT ROOF DIAPHRAGM SHEATHING Z L CV G60.WORKING STRESSES IN STEEL ARE TO BE APPLIED TO EFFECTIVENESS RATIOS FOR ENGINEERED POSTS ARE SHOWN ON THE DRAWINGS,THOSE SHALL BE CONSIDERED TO ALL MANUFACTURER'S RECOMMENDATIONS AND PROCEDURES PLATES AS DETERMINED BY TEST AND IN ACCORDANCE WITH THE STANDARD. SATISFY THE MINIMUM POST REQUIREMENTS FLAT ROOF BREATHING SHALL BE 23/32 r-THICK WOOD STRUCTURAL PANEL PANELS SHALL O B. IN MEMBER PLATE MANUFACTURER SHALL FURNISH A CERTIFIED RECORD THAT 3. WHERE HILT HY150 INJECTION ADHESIVE FASTENERS ARE SPECIFIED TO BE ANCHORED INTO C = MATERIALS COMPLY WITH STEEL SPECIFICATIONS 8. CONSTRUCTION BRACING SHALL BE PROVIDED BY THE CONTRACTOR TO MAINTAIN THE SOLID CONCRETE WALLS,SLABS,BEAMS AND/OR ANY OTHER STRUCTURAL CONCRETE, BE TONGUE AND GROOVE TYPE,HAVING A SPAN RATING OF 48/24. SHEATHING SHALL BE _I C BUILDING PLUMB AND TRUE. THE-BRACING SHALL REMAIN IN PLACE UNTIL ALL THE LOAD EXISTING OR PROPOSED,THE CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF ORIENTED WITH LONG SPAN OF THE SHEET PERPENDICULAR TO THE SUPPORTING MEMBERS LJ..I U & TRUSSES SHALL BE MANUFACTURED TO MEET THE QUALITY REQUIREMENTS OF THE BEARING AND SHEAR WALLS ARE COMPLETELY SHEATHED,CONNECTED AND ANCHORED. 3,000 PSI. AND VERTICAL SEAMS STAGGERED BY 4'-O'O.C. FLAT ROOF SHEATHING SHALL BE SET IN M � Q ANSI/TPI-1.STANDARD AND IN ACCORDANCE WITH THE INFORMATION PROVIDED IN THE FINAL A CONSTRUCTION ADHESIVE ON SUPPORTING MEMBERS AND FASTENED WITH 8d DEFORMED. L APPROVED TRUSS DESIGN DRAWINGS. 9. CUTTING AND NOTCHING SHALL BE AVOIDED WHEREVER POSSIBLE. WHEN ABSOLUTELY 4. THREADED ROD MATERIAL USED AS PART OF THE HILTI INJECTION ADHESIVE ANCHOR SYSTEM SHANK NAILS AT A MAXIMUM 6'O.C.AROUND ALL DIRECT EDGES AND ALL INTERMEDIATE u 5 O In N NECESSARY,CUTTING AND NOTCHING OF STRUCTURAL FRAMING AND LOAD BEARING SHALL BE AS PROVIDED BY HILTI. THREADED ROADS SHALL BE DESIGNATED HILT]'HIT-A' SUPPORTS. W Q 9. TRUSSES SHALL BE FABRICATED IN A PROPERLY EQUIPPED MANUFACTURING FACILITY BY ASSEMBLIES SHALL BE LIMITED BY THE PROVISIONS OF SECTION 2308.9.10 OF THE MSBC. OR HILTI'HAS'MEETING THE REQUIREMENTS OF THE ASTM A36 STEEL SPECIFICATION UNLESS l , U r EXPERIENCED PERSONNEL USING PRECISION CUTTNG,JIGGING AND PRESSING EQUIPMENT AS NOTED OTHERWISE HEREIN. - 3. ALL DIAPHRAGM SHEATHING SHALL BE APPLIED DIRECTLY TO THE FACE OF FRAMING v SPECIFIED BY THE REQUIREMENTS OF ANSI/TPI-1,SECTION 4. ALL TRUSS MEMBERS SHALL 10. ROOF AND FLOOR FRAMING LAYOUTS ARE PROVIDED TO ILLUSTRATE CONDITIONS OF MEMBERS IN ACCORDANCE WITH THE DIAPHRAGM REQUIREMENTS. FURRING,STRAPPING,AND W r BE CUT TO ACCURATE LENGTHS AND ANGLES-1 ASSURE PROPER FITTING MEMBERS WITHIN CONSTRUCTION AND DO NOT NECESSARILY INDICATE SPECIFIC QUANTITIES OF MATERIALS OR - 5. AL BORE HOLES INTO THE ANCHORAGE BASE SHALL BE DRILLED WITH A CARBIDE BIT, ADDITIONAL LAYERS OF SHEATHING MAY NOT BE PLACED BETWEEN THE LISTED DIAPHRAGM LL W COMPONENTS REQUIRED FOR CONSTRUCTION. SHEATHING AND THE FACE OF THE FRAMING MEMBER. LL_ Q J TOLERANCES SET FORTH.IN ANSI/TPI-1,SECTION 4. CLEANED WITH PRESSURIZED AIR AND A WIRE BRUSH. THE DIAMETER OF THE DRILL BIT 11. BLOCKING FOR INTERIOR FINISHES SHALL BE PROVIDED IN ADDITION TO MINIMUM STRUCTURAL SHALL BE AS SPECIFIED IN THE'HILTI PRODUCT TECHNICAL WIDE'LATEST EDITION. O m 10. TRUSSES SHALL BE HANDLED DURING MANUFACTURING,DELIVERY AND BY THE CONTRACTOR CONFIGURATION SHOWN ON THESE DRAWINGS REFER TO ARCHITECTURAL DRAWINGS FOR STRUCTURAL MASONRY < AT THE JOB SITE SO AS NOT TO BE SUBJECTED TO EXCESSIVE BENDING SPECIFIC CONFIGURATIONS THAT WILL REQUIRE ADDITIONAL BLOCKING. STRUCTURAL TESTING AND INSPECTION Lu L� C/D 11. TRUSSES SHALL BE UNLOADED IN A MANNER SO AS TO MINIMIZE LATERAL STRAIN.TRUSSES 1. CONCRETE MASONRY UNITS(CMU)FOR MASONRY WALL CONSTRUCTION SHALL BE APPROVED r Z .STEEL PROTECTNE COATINGS 1. ALL STRUCTURAL TESTS AND INSPECTIONS SHALL BE PERFORMED BY APPROVED SHALL BE PROTECTED FROM DAMAGE THAT MIGHT RESULT FROM ON-SITE ACTIVITIES AND LOAD-BEARING UNITS CONFORMING TO ASTM ET TYPE ECT WITH A MINIMUM COMPRESSIVE W C INDEPENDENT TESTING AND INSPECTION AGENCIES(AGENCY)UNDER THE SUPERVISION OF Q ENVIRONMENTAL CONDITIONS.TRUSSES SHALL BE HANDLED IN SUCH A WAY SO AS TO - STRENGTH EQUAL TO 2000 PS,BASED ON NET CROSS SECTIONAL AREA. - PREVENT TOPPLING WHEN BANDING IS REMOVED. PROFESSIONAL ENGINEERS LICENSED IN THE MASSACHUSETTS COMMONWEALTH T MASSACHUSETTS,CODE, IN - m 1. UNLESS OTHERWISE NOTED ON THE DRAWINGS,STRUCTURAL STEEL SHALL BE PRIMED IN THE ACCORDANCE WITH CHAPTER 17 OF THE MASSACHUSETTS STATE BUILDING CODE,7th-EDITION. 2. GROUT FOR CMU SHALL COMPLY WITH.ASTM C476 AND SHALL HAVE A COMPRESSIVE SHOP AND TOUCHED-UP IN THE FIELD FOLLOWING ERECTION IN ACCORDANCE WITH THE THE OWNER SHALL OBTAIN AND PAY FOR TESTS AND INSPECTIONS AS CALLED FOR HERE 12 CONTRACTOR BULL BE RESPONSIBLE FOR THE HANDLING,INSTALLATION,AND TEMPORARY FOLLOWING: .STRENGTH AT 28 DAYS NOT LESS THAN 2.000 PSI. .MORTAR SHALL CONFORM TO ASTM .. RESTRAINT/BRACING OF THE TRUSSES IN A GOOD WORKMANLIKE MANNER AND IN UNDER. C270,TYPE M OR S. THE NET COMPRESSIVE STRENGTH OF MASONRY(fm)SHALL MEET OR ACCORDANCE WITH THE RECOMMENDATIONS SET FORTH IN THE LATEST EDITION OF SCSI AND SURFACE PREPARATION(PRIMER)-SSPC-SP3(POWER TOOL CLEANING) 2 THE OWNER SHALL ENSURE THAT THE AGENCY HAS BEEN PROVIDED WTH CURRENT EXCEED 1,500 PSI. HANDLING,INSTALUNG AND BRACING WOOD TRUSSES(HIB-91),TPI,AND ANSI TPI-1 1995. - STRUCTURAL CONSTRUCTION DOCUMENTS,APPLICABLE SHOP DRAWINGS AND THE PROJECT PRIMER-ZINC-RICH, ERECTION. RUST INHIBITIVE.,SHOP PRIMER;SUBMIT DATA FOR RENEW. GEOTECHNICAL REPORT. 3, REINFORCING STEEL SHALL BE NEW BILLET STEEL HN ACCORDANCE WITH ASTM A615,GRADE REPORTED13. APPARENT DAMAGE TO TRUSSES SHALL BE REPORT TO TRUSS MANUFACTURER PRIOR TO 60. TOLERANCE FOR REINFORCEMENT SHALL BE.tY'OF THE DETAILED POSITION WITHIN A APPLY 1 COAT,MINIMUM 3.0 MILS OFT - - 3.� SOIL TESTING-A GEOTECHNICAL EVALUATION SHALL BE PREPARED FOR THIS PROJECT LOCAL CMU CELL OR SECTION AND t2'IN LAYOUT LOCATION ALONG THE LENGTH OF A , WALL . 14. TRUSSES SHALL BE SET AND SECURED LEVEL AND PLUMB,AND IN CORRECT LOCATION.EACH 2. ALL PRIMER/PAINT PRODUCTS AND COLORS SHALL BE SELECTED IN ACCORDANCE WITH THE REFER TO FOUNDATION NOTE#1 ON DWG.SO.2.A GEOTECHNICAL ENGINEER LICENSED IN THE TITLE: TRUSS SHALL BE HELD IN CORRECT ALIGNMENT UNTIL SPECIFIED PERMANENT RESTRAINT AND ARCHITECTURAL PAINT SPECIFICATION AND SUBJECT TO THE DINNER'S APPROVAL - COMMONWEALTH OF MASSACHUSETTS SHALL BE RETAINED TO PREPARE AND EXECUTE A 4. GROUTING OF MASONRY,WALLS SHALL BE LOW LIFT GROUTING CONFORMING TO Aq 530. BRACING IS INSTALLED. TESTING AND INSPECTION PROGRAM RELATED TO THE SITE EXCAVATION AND BACKFIWNG GROUT PLACEMENT HEIGHTS(MAXIMUM WALL CONSTRUCTION HEIGHT PRIOR TO ACTIVITIES THE CEO LIMIT AM TECHNICAL ENGINEER SHALL CONDUCT AN EVALUATION OF UNDISTURBED GROUTING)GIRO TO A SPECIFIED IN ACI 530.1,TABLE 5. GROUT LIFTS SHALL RE LIMITED TO 15. CUTTING AND ALTERING OF TRUSSES IS NOT PERMITTED.IF ANY TRUSS SHOULD BECOME PREFABRICATED`STAIRS AND HANDRAILS SOIL SUBGRADES AND MONITOR THE PLACEMENT AND COMPACTIONOF STRUCTURAL FILL STRUCTURAL NOTES BROKEN,DAMAGED,OR ALTERED,WRITTEN APPROVAL OF ALTERATION OR REPAIR CONTRIBUTING TO THE SUPPORT OF THE FOOTINGS AND SLAB-ON-GRADE 4'MAXIMUM: PLACE FIRST 4'GROUT LIFT AND ALLOW-THIRTY MINUTE THE LAPSE BETWEEN DOCUMENTATION BY THE TRUSS DESIGNER IS REQUIRED. i. MANUFACTURER BULL FURNISH STAIR AND HANDRAIL DESIGN DRAWINGS .THE SEAL - EACH ADDITIONAL LIFT. THE TOP OF GROUT PLACEMENT LIFTS SHALL BE HELD DOWN &OF A.PROFESSIONAL STRUCTURAL ENGINEER LICENSED IN THE COMMONWEALTHALTH OF OF 4• COMPACTION TESTING-ALL BACKRLL SHALL BE COMPACTED TO 95%OF THE MAXIMUM DRY ONE-HALF OF A COURSE. 16. CONCENTRATED LOADS SHALL NOT BE PLACED ON TOP OF TRUSSES UNTIL ALL SPECIFIED MASSACHUSETTS. DRAWNGS SHALL BE SUBMITTED FOR REVIEW BY BOTH THE STRUCTURAL DENSITY,AS DETERMINED BY ASTM D1557,METHOD C OR AS REQUIRED BY THE SPECIFICATIONS RESTRAINT AND BRACING HAS BEEN INSTALLED AND DECKING IS PERMANENTLY NAILED IN ENGINEER AND ARCHITECT PRIOR TO FABRICATION.DESIGN DRAWINGS SHALL INCLUDE,BUT GEOTECHNICAL REPORT. 5. PROTECT MASONRY WORK FROM EXTREME(HOT OR COD)WEATHER IN ACCORDANCE WITH PLACE SPECIFICALLY AVOID STACKING FULL BUNDLES OF PLYWOOD OR OTHER CONCENTRATED NOT BE LIMITED M.THE FOLLOWING NATIONAL CONCRETE MASONRY ASSOCIATION(NCMA)TEK MANUAL FOR CONCRETE MASONRY LOADS ON TOP OF TRUSSES A. BUILDING CODE USED FOR DESIGN 5. REINFORCEMENT INSPECTION-PRIOR TO PLACEMENT OF CONCRETE THE AGENCY SHALL DESIGN AND CONSTRUCTION,NCMA TEK 3-18. B. WOOD COMPONENTS SHALL HAVE THE SPECIES AND GRADE DEFINED FOR ALL MATERIAL VERIFY THE GENERAL ARRANGEMENT OF THE CONCRETE FORMS ANDREINFORCING AS 17. TRUSS SUBMITTALS AND ANY SUPPLEMENTARY INFORMATION PROVIDED BY THE TRUSS USED FOLLOWS: 6. UNLESS OTHERWISE NOTED IN THE CONTRACT DRAWINGS,VERTICAL REINFORCEMENT OF SIZE MANUFACTURER SHALL BE PROVIDED BY THE CONTRACTOR TO THE INDIVIDUAL OR C. SPAN,DEPTH,SLOPE AND SPACING STRINGERS A OBSERVE FORM SIZE,POUR THICKNESS INDICATED ON THE DRAWINGS SHALL BE PLACED IN ALL CORNERS AND WITHIN 8'OF THE DATE ISSUED: - ORGANIZATION RESPONSIBLE FOR THE INSTALLATION OF THE TRUSSES D. TREAD AND RISER SIZE,THICKNESS,AND CONFIGURATION B. OBSERVE REINFORCEMENT SIZE,QUANTITY,CONDITION AND PLACEMENT. ENDS OF MASONRY MODULES(END OF WALL,EACH SIDE OF CONTROL JOINTS)OR OTHER E. REQUIRED BEARING OR CONNECTION REQUIREMENTS AT SUPPORTS - MASONRY OPENINGS WITHIN THE MODULES. 11-18-2008 18. TRUSSES SHALL BE PERMANENTLY RESTRAINED AND BRACED IN A MANNER CONSISTENT WITH F. CALCULATED MAXIMUM DEFLECTIONS FOR BOTH DYE AND TOTAL LOAD CONDITIONS 6. CONCRETE SAMPLING-CYLINDER TESTS AND SLUMP TESTS SHALL BE MADE BY THE AGENCY REVISIONS: GOOD BUILDING PRACTICES AS OUTLINED IN SCSI AND IN ACCORDANCE NTH THE G. STRUCTURAL MEMBER FOR EACH 30 YARDS OR-PORTION THEREOF)OF CONCRETE PLACED. CONCRETE SHALL BE 7. HORIZONTAL REINFORCEMENT SHALL BE DISCONTINUED AT ALL MASONRY CONTROL JOINTS REQUIREMENTS RE THE CONSTRUCTION DOCUMENTS.TRUSSES BULL FURTHERMORE BE H. ALL DIMENSIONS AND ELEVATIONS AND ORIENTATION SAMPLED AT THE POINT OF PLACEMENT. THE FOLLOWING TESTS SHALL BE MADE: A VERIFY PLANT BATCH TICKET IS IN CONFORMANCE WITH APPROVED MIX DESIGN. S. ALL CELLS OF MASONRY BLOCKS CONTAINING REINFORCING BARS OR ANCHOR BOLTS SHALL ANCHORED OR RESTRAINED TO PREVENT OUT-OF-PLANE MOVEMENT SO AS DI KEEP ALL I. LOADS IMPOSED ON THE STRUCTURAL FRAME BY THE STAIRS B. CYLINDER TESTS SHALL BE IN ACCORDANCE WITH ASTM C39. A MINIMUM OF 4 BE COMPLETELY FILLED WITH GROUT. TRUSS MEMBERS FROM RELYBRACEDSIMULTANEOUSLY BUCKLING TOGETHER IN THE SAME DIRECTION. ALL CYLINDERS SHALL BE CAST. BREAKS SHOULD BE MADE 7 DAYS(1),28 DAYS TRUSSES MUST BE SECURELY BRACED BOTH DURING ERECTION AND AFTER PERMANENT 2. THE FOLLOWING DESIGN CRITERIA SHALL BE CONSIDERED: (2).THE ' INSTALLATION IN A BUILDING IN ACCORDANCE WITH BRACING WOOD TRUSSES: COMMENTARY A. .DESIGN LIVE LOAD SHALL BE 100 PSF FOR ALL STRUCTURAL ELEMENTS WITHIN THE FOURTH CYLINDER SHALL BE HELD FOR 56 DAYS IF INSUFFICIENT RESULTS ARE 9. HORIZONTAL REINFORCEMENT SHALL BE,LADDER TYPE,STANDARD WEIGHT(SERIES 300,BY AND RECOMMENDATIONS(SWT-76)AS PUBLISHED BY THE TRUSS PLATE INSTITUTE. STAIR COMPONENT. OBTAINED FROM THE 28 DAY BREAKS,OTHERWISE AN ADDITIONAL 28 DAY BREAK SHALL WIREBOND,OR AN APPROVED SUBSTITUTE),HAVING 9 GA.SIDE RODS AND 9 GA.CROSS ERECTION BRACING SHALL HOLD TRUSSES STRAIGHT AND PLUMB AND IN SAFE CONDITION B. STAIR TREADS SHALL BE DESIGNED TO SUPPORT A 300#CONCENTRATED LOAD OVER 4 BE MADE - RODS,IN ALTERNATING COURSES(16-O.C.VERTICAL)OF ALL MASONRY WALLS UNTIL DECKING AND PERMANENT TRUSS BRACING HAS BEEN FASTENED FORMING A SO.IN.AT THE CENTER OF THE TREAD. C SLUMP TESTS SHALL BE IN ACCORDANCE PATH ASTM C143. CONCRETE SLUMP SHALL BE . STRUCTURALLY SOUND FRAMING SYSTEM. ALL ERECTION AND PERMANENT BRACING SHALL BE C. GUARDRAILS AND HANDRAILS SHALL BE DESIGNED IN ACCORDANCE WITH THE PROVISIONS AS FOLLOWS: INSTALLED AND ALL TRUSSES PERMANENTLY FASTENED BEFORE APPLICATION OF ANY LOADS. OF 1607.7 OF THE MSBC FOOTINGS,WALLS 3)'TO 5I' PERMANENT STRUCTURAL CROSS-BRACING TO ENSURE OVERALL RIGIDITY OF THE ROOF D. STAIR CONNECTIONS TO THE PRIMARY STRUCTURE MADE BY HANGERS SHOULD BE SLABS 2Yl TO 41' DRAWN BY: KEP SYSTEM SHALL BE IN ACCORDANCE WITH BOTH THE TRUSS DESIGN DRAWINGS AND DESIGNED FOR AN IMPACT LOAD OF 1.33 X LIVE LOAD REACTION AT THE CONNECTION. CONSTRUCTION DOCUMENTS FOR THE BUILDING STRUCTURE. .MATERIALS USED IN BRACING E. STAIRS SHALL BE DESIGNED FOR SERVICEABILITY LIMITS OF SPAN/480 FOR LIVE LOADS 7. CONCRETE PLACEMENT-THE AGENCY SHALL OBSERVE PLACEMENT OPERATIONS. VERIFY ARE OTHERWISE NOTED IN THESE SPECIFICATIONS. TEMPORARY BRACING SHALL BE AND SPAN/240 FOR TOTAL LOADS PROPER CONSOLIDATION PROCEDURES.AND EQUIPMENT. VERIFY CONFORMANCE TO A&M PROJECT#: INSTALLED ED AS NECESSARY TO RIGIDLY BRACE THE ROOF STRUCTURE HORIZONTALLY UNTIL SPECIFICATIONS INCLUDING COD AND HOT WEATHER PLACEMENT PROCEDURES. 1203-21 PLYWOOD ROOF SHEATHING AND OTHER PERMANENT SUPPORTS ARE COMPLETELY INSTALLED 8.- CONCRETE CURING-THE AGENCY SHALL OBSERVE CURING PROCEDURES AND VERIFY - - DRAWING NO.: _ CONFORMANCE OF THE SAME WITH SPECIFICATIONS. 9. IN sGTION ADHESIVE ANCHORS-THE INSTALLATION OF ALL INJECTION ADHESIVE ANCHORS S0 . 3 LL HOLDOWNS MUST BE WITNESSED BY THE INDEPENDENT TESTING AGENCY. DOCUMENTATION OF THE ANCHOR DIAMETER,HOLE DIAMETER,EMBEDMENT DEPTH,TYPE OF EPDXY USED,TYPE OF DRILL BIT USED AND CONFIRMATION OF PROPER HOLE CLEANING SHALL BE MADE AT EACH ANCHOR LOCATION. - 1 2 3 4 4.3 4.8 5 6 w il�ItlEL R. C�1411LMET - 17a'-o• N®z SRTI_RUCTURAL ,W 10'-O' 20'-0• 2B'-0' 9'-0' 17'-7• 5'-5• 30'-0• 28'-0• 20-3• I .36601 �fsl �4 V,TYP:) Ai T.O.W. 53'-0 �p J2, UNIT OF SLAB O 1 (TYP.) 39 v. R•L o !p. W a. ay 10' C•INTERIQR CONCRETE SLAB z I C2 - 6 p 1 u e I ON GRADE(SEE NOTE 51.0-9) -6 T/FTG T/FTG=46=48'-0• - =• I I I _ t .-1 e . ' • 4 a�ry� \\ \ 1 r- - - - - pl 4 - V-O•F.D. (_ p - o ( I m I ( 0 TYP -4 zl T.Q.W.=53i / J J o (rm.) f J; ( T T 8.1 T T/PIT 49' I r I 1 Apt Aqr I. I ��S �J TOW=52'-0' �O 3' PR ttb'-0•0 O.C.AT Q'p S2. Rp J�•r• Qti 48A ryhti ss� I I 2• 1pO vy`r. �E9` 6. - Q O 1 SEE NOTE r RE-ENTRA ORNER .) p p F Ems. I °e=T /51.0-13 C4-INTERIOR CONCRETE SLAB '1 6 I I I •� 1 QS pP / S.1 ON GRADE(SEE NOTE SI.0-9) A?S 5- vp�J. 53.1 �p y1• E9 6p 7.p• t I I pP\ I I Q 49'tr SEE DETAIL B S3.2 SEE DETAILB/S3.2 - I I `O Cl B•8 U) r / F r 1 C' 7- _ _ __-_�_ _ Imo-- O z �L �� L ��- T L1J TYP. z O- T LAB -J 53.2 - AO A� ADO O -, C r_ Z J G p/S2`p• A �p/Sl` r l'P1 �t� L L� J ( ) 1 pJ J7( l 2 O. 1p S�` �°J v .y P W._ :p• I L - 0J?:y.. S3.2 ,. r I I w O Lo Q hti Qa pCQ A p �p �(9�p , J`. C.9 I I ati4 -- b ��2 J�v53.2 / 1t0. 3.4. \\ -I o I C.9 U LID CB \ ILIMITOF SLAB oca g EnII ' JzC & T T.O.W. 53'-0•53.2 m> (TYPJ II II I Qti 'fP' III TITLE: F`= UMIT OF SLAB 4 r pS _ GB c FOUNDATION 10'-0• ' 18'-D• '-0 28'-0• 9'-0• 17'-7• 5-5• 1 36-D 28'-0• 1 9'6• 10'-10' 4-8 PLAN PLAN 17J._o. 0.8 1 2 , 2.8 3 4 4.3 4.8 5 6 7 7.4 7.8 8 DATE ISSUED: 11-18-2008 A FOUNDATION PLAN 51.0 REVISIONS: SCALE: 1/8•-1'-0• F.F.E.=53'-0•(U.N.O.) - ADDENDUM ® 3-30-2012 NOTES: S1.D-I. SEE DRAWINGS SO.1,SO.2,AND SO.3 FOR ABBREVIATIDNS,LEGEND AND STRUCTURAL NOTES. S1.0-9. SLAB-ON-GRADE,SEE DETAIL A/S3.2. S1.D-2. FINISH FLOOR ELEVATION OR TOP OF SLAB IS 53'-0•,UNLESS OTHERWISE NOTED ON THE PLAN. .4'INTERIOR SLAB: 4•THICK NORMAL WEIGHT CONCRETE - CONFIRM ELEVATION WITH SITE GRADING PLAN. SLAB-ON-GRADE ON 6 MIL POLYETHYLENE VAPOR BARRIER,REINFORCED WITH&6-W2.902.9 WWF AT MID S1.0-3. REFER TO CIVIL,ARCHITECTURAL,MECHANICAL,ELECTRICAL.AND PLUMBING DRAWINGS FOR DEPTH. ADDITIONAL INFORMATION REGARDING UNDERSLAS UTILITIES AND FOUNDATION WALL PENETRATIONS. DRAWN BY: KEP - 51.0-10.ALL FOOTING ELEVATIONS NOTED HEREIN ARE TOP OF FOOTING ELEVATIONS,UNLESS NOTED - S1.D-4. RIGID TEMPLATES SHALL BE USED TO SECURE LOCATION OF ANCHOR BOLTS PRIOR TO PLACEMENT OTHERWISE. OF CONCRETE. A&M PROJECT#: 51.0-5. ANCHOR BOLT AND FOUNDATION WALL LAYOUT SHALL BE CONFIRMED BY A PROFESSIONAL LAND S1.0-11.THE CONTRACTOR SHALL VERIFY ALL DOOR OPENING LOCATIONS(DETAIL 1/S3.2)WITH THE 1203-21 SURVEYOR PRIOR TO PLACEMENT CONCRETE ARCHITECTURAL FLOOR PLAN PRIOR TO PLACING CONCRETE FOUNDATION WALLS. DRAWING NO.: S1.0-12.FOUNDATION WALL W2.OA SHALL BE BACKFILLED EQUALLY ON BOTH SIDES OR ADEQUATELY S1.0-6. TOP OF PIER ELEVATION VARIES AS NOTED ON THE PLAN. RESTRAINED TO PREVENT MOVEMENT UNTIL THE SLAB-ON-GRADE IS IN PLACE AND ALLOWED TO CURE FOR 7 DAYS. SLO-7. REFER TO A/S3.1 FOR PIER SCHEDULE AND DRAWING SO.1 FOR COLUMN SCHEDULE S1.0-13.CONTRACTOR TO VERIFY ALL ELEVATOR PIT DIMENSIONS AND REQUIREMENTS WITH S1.0-8. FOUNDATION WALL PENETRATIONS REQUIRED FOR UTILITIES SHALL BE PROVIDED PER DETAIL E/S3.2. ELEVATOR SHOP DRAWINGS PRIOR TO PLACEMENT OF CONCRETE. ALL LOCATIONS AND ELEVATIONS PER MEP DRAWINGS. Fc 1 2 3 4 DEL R. G UILMET ^i 10'-0" 20'_0• 28'-0' 9'-0' 1T-T 5''S• 30'-0' 26'-0" 20'-3. 4.-9. • UV 1 Ufilll C— Rl/of.36601 t- 6 EO SP 0 Y-4'=20'-0' 9 ED SP 0 3'-19(e=26'-0' L W� •I z6 A.23h.z7r LVL oz LIMIT OF ROOF �cl ¢ _ r o �Sl JST STABILITY BRACING 54 ' C2 '^o W12z16 PER NOlE.521-7(lYP) 6 EO SP O EO' -0' 1'-11)Se=17'-7' 2'fl' — B 16 ruZ 2 B O.S. -JST STABILITY BRACING St EAO E EN ANT ORNE (TYP AT PER NOTE 52.1-7(TYP) _ B.1 + I. + 51 \ \\ Ozt // \\ WI 15 // 5 0 SP O� � It'-0 E.O.S. . E.O.S. 4 _ _ _ 54. 3'1 e= 5'6' (�) B.8 Cn (TYP. - 3 E SP 3'- 0' // \\ CY CI _ V /\��. /� \ 6z3 8z55 WI 15 WI 5 W8 10 ez6 8 WI v C1 7 C3 CJ \ WIOz17 3 Sx � r =• 'a' e + FF Q ml _ a` 9 lu- S` m � C C/) 4"s A - e O Lo C.9 l I s4.4LO C.9 U U — — D.S. 11z — D ki 121. — _ / �, — LL LLI u i / 4 EO SP 0 7 EO SP 0 2 ED SP [YO-a] WBz18(-7'-s7 O Q C5 20K6 m 1'-0'E.0.5. '-3'='9'-0• 2'-119(e=1Y-7' '. 2'fl14'=5'S' BRACE BELOW(TYP.) 1 0'E.O. - (TYP.) w2t_ 6. E — monz — sB ( zoKs LJJ LO Z N^ 20K6 ®o Z 8^ 2OK6 co a n 1'-0'E.O.S. 52. I 20K6 •20K6 - 20K6 G _ 20K6 - TITLE: CB 4z34 + CB 3 IEO-SP 8®0' 6 EO SP 0 3'-4'=20'-0' 9 EO SP O 3'-13(e=2B'-0' �o-e� EO SP 0 I r _ G SECOND FLOOR _ 9 EO SP 0 S-4•=30,-0' 9 EO SP 0 S-13(e=28'-0' FRAMING 1B'-0* '-0 28'-0' 9'-0' 17'-7• 5'-5• 30-0' 28'-0' 9'-6' 10'-10' 4'-6' PLAN 173'-0• 0.8 1 2 2.8 3 4 4.3 4.8 5 6 7 7.4 48 DATE ISSUED: REVISIONS: T -T a-zoos SECOND FLOOR FRAMING PLAN S21 SCALE 1/8'=1'-0' F.F.E._66'-5' U.N.O.)) ADDENDUM ® 3-3D-2012 - LO.S,-65-11'(U.N.O.) NOTES: - - - S2.1-1. SEE DRAWINGS SO.1,SO.2.AND SO.3 FOR ABBREVIATIONS,LEGEND AND STRUCTURAL NOTES. S2.1-6: ALL PENETRATION LOCATIONS ANO CLEAR OPENING DIMENSIONS SHAL BE.VERIFIED WITH THE - DISCIPLINE DRAWINGS REQUIRING THE PENETRATION NO PENETRATON SHAI L BE FRAMED S21-2. FINISH FLOOR ELEVATION OR TOP OF SLAB IS 66'-5',UNLESS NOTED OTHERWISE ON THE PLAN. FABRICATED OR OTHERWISE FORMED WITHOUT WRITTEN APPROVAL OF THE FABRICATOR CONFIRM ELEVATION WITH ARCHITECTURAL DRAWINGS R...ONSIB F TO in IZE TH P N TRATION.UNLESS OTHERWISE NOTED ON THIS PLAN. ALL PENETRATION FRAMING ANO ASSOCIATED SLAB EDGE DIMENSIONS SHALL BE AS SHOWN IN S21-3. TOP OF STEEL AND JOIST BEARING ELEVATION IS 65-11',UNLESS NOTED OTHERWISE ON THE DETAIL B/S4.2. ' OF ® - PLAN. DRAWN BY:52.1-7. ALL STEEL JOISTS SHALL BE FRONDED WITH STABILITY BRACING IN ACCORDANCE WITH SJI KEP S2.1-4. REFER TO COLUMN SCHEDULE ON DRAWING S0.1. REQUIREMENTS. MINIMUM 2 ROWS REQUIRED ON 20K,16K AND 16K SERIES JOISTS,MINIMUM 1 `so� ��/�///// ROW REWIRED ON 10K SERIES JOISTS. ALL BRIDGING SHALL TERMINATE AT STRUCTURAL A&M PROJECT#: /COARpbR'/ 52.1-5. ELEVATED SLAB(SEE DETAIL A/54.2): STEEL AND BE X-BRACED IN THE LAST BAY OF A CONTINUOUS BRIDGING LINE. 1203-21 OFACE - ///////// SO PSI: (SI):W TOTAL THICKNESS CONSISTING OF 21)(a NORMAL WEIGHT CONCRETE ON 9(e UFS FORM DRAWING NO.: FROM TOP OF . TE PROVIDE/3z4'-6-0 tY D.C. LS(UNO)TOP OREINFORCE ENT IRS WITH Y•v/80'RHOOK OVER EACH PERIMETER - - - S21GIRDER AT ALL FORMED SLAB EDGES INCLUDING FRAMED PENETRATIONS. - _ , LIVE LOAD KEY III w ~w c QUOE s +l -- 10'-0' 20'-0' 2B'-0' 9'-0" 1T-T 5'-5' 30'-0' 18'-0" 20'-3' 4'-9' n `MUM RA1 No.3660111 _ 6'-0' B'-O' 6'-0• e'-0• 10'-0' 9'-0" A T7P. 54.4 //♦��� � _ W12x28 [NO-1] T� — — —� T O - I o Y- NO TRUSS LOAD ON THIS BM. DO NOT INSTALL , Z V Y WOOD PLATES HERE. t .a cn 3 °Cl ¢ C? °C2 ul WIOx19 — — - — — — 54.3 _ S 4 — — B — WIOx19 CB W12x26 W12x26 C6 _ � . 2� ex46 —W16x65 [�� [NO-3] Im RTU CURB. 1` ELEVATOR HOIST BM SUPPORTS SEE / - SEE NOTE S2.2-4 NOTES S2.1-6 - AND 52.3-7. 5 54.4 8.8 54.3 WIB CS WIx19 I —' Ct C7 WIOx19 GI G3 � /Z Oz5�C•. rW Lu cUQnmZ) UO � �C.s CA . x4 S4. Wff35 Px x 9 u rW [MO-4] [MO-41 LL Q 66 1 O � � [WIo21 726 W26 CB W L[Mo Cn gcm TITLE: CB WIn6 -3- C [MO-6l IF ROOF STEEL 28'-0' W-10" 1 4-8• 1 FRAMINGzB'-o 9 1 17'-7 s'-s' 1 30-0 nr-o PLAN 0.8 1 2 2.8 3 4 4.3 4.8 5 6 7 7.4 7.8 8 � - DATE ISSUED: ` 11-18-2008 A ROOF STEEL FRAMING PLAN REVISIONS: 52.2 SCALE:1/8'=1'-0' T.O.S.-79'-l'..(U.N.O.) . • ADDENDUM ® 1-30-2012 NOTES; S2.2-1. SEE DRAWINGS SO.1,SO.2.AND SO.3 FOR ABBREVIATIONS,LEGEND AND STRUCTURAL NOTES. S2.2-2. TOP OF STEEL ELEVA11ON IS 79'-1',UNLESS NOTED OTHERWISE ON THE PLAN. S2.2-3. ALL STEEL ON THIS PLAN SHALL BE PUNCHED PER STRUCTURAL STEEL NOTE 12 ON SO.2 TO RECEIVE DOUBLE 2x TOP PLATE PER B/S4.3. DRAWN BY: S2.2-4. ELEVATOR HOIST BEAM LOCATION SHALL BE VERIFIED WITH ELEVATOR SHOP DRAWINGS PRIOR TO KEP FABRICATION. HOIST BEAM SHOWN IS PARALLEL TO ROOF TRUSSES FOR GIVEN HEIGHT RESTRICTIONS. A&M PROJECT#: 52.2-5. REFER TO ROOF TRUSS FRAMING PLAN ON DRAWING 52.3 FOR SUPPORTED WOOD FRAMING ABOVE. DRAWING NO.: 1203-21 S2 . 2 6 7 w QUIRAIIIIET 10'-0• 20'-0• 21-0' 9'-0' 1T-7• 5_5' _ 30'-0' 28'-C 20'-3• 4--9- ,0L1�11U�V F®VF�IM�L II^'I �[7•wpV o 8 54.3 •' ;✓ /✓"'> y...Vie. .�'� , A�- q _ - _ a✓ r=_ram -✓ + �000 r - + - 4� A.2 LIMIT OF ROOF BELOW OQ "PROVIDE LTP4 O 24' I I I SEE DWG.S2.1 FOR 54.3 O.C.OR A35 0 20" I kIfCE FRAMING F ¢^6 O.C.PER 3/S4.3. I I I I @ Will OF ROOF I I F n S4.3 PROVIDE LTP4 0 24" I rc p O.C.OR AM 0 24• _ '""3 C.PER 3/54.3. g Q' 4_D• '3F ✓'/�✓d`�=r r✓IP'✓',J'�/_P/� ,✓'I'•I. 54.3 - (MIN.) LIMIT!K R ° .✓P _ ✓°, cif%-i A.8 - _ couuoN TRuss- - g� �f/ ✓✓/ l B Dr- trA,00 �'�; _ ..�, ✓._..�;��„G.117 t.���A:��'7CXI - n. IJ.Ii {�-3 PROVIDE L7P4 O 24' PROVIDE LTP4 0 20• ��I li I. 1; �I/ I ll,✓_I d).(✓ 6.1 I IIII^.I I\, D.C.OR a35 O 24 ( O.C.OR A35 0 16' CI ) I 3 i 1 b lrl l l�I III, B.1 >~ '`�\ O.C.PER 3/S4.3. O.C.PER 3/S4.3. 54 I I, L Ak - `i 54.3 ['y(ly�h A �g - I��I� � � 54.3 v � 1 1�._ _ .3�✓�F� I�I IIII � UMIT OF , I� :I , I 1 I✓r I� �'llr OVERFRAMI c SI KIKI -- IIq� IP II I Ir Ip, III I�,N f-I (TV.) APPR%IM I �,YY, 14'BCI.0. I b1, e J✓,LiR_�� 3 I II`gl"�I�"Oj4 RTU SE .N 012'GC ) ;,,IT - 024 irk,I*£mod C t I!'Irl 'L `r3 B.8 I y`G z 7. r-0° I o.c .1 1 ,I �� II✓IUI Po„�Ir 3 ~N lllel'kl.y RI I _ IIII - }aI RIDGE .r .1� .✓ J I i,.nIIP_.t - F- C' II il\ UMIT OF ABLE END 2 'to I dl �'` Sa.a # II l I✓I��/ 4I z z N Cw III\ICI BRACE ALIGN WITHCOMMON III\I�I� I LAYOUT,MIN.SS O' - �(I;ti:1 COMMON..� COMMON TRUSS _ I,�, IYgI I✓ Idl '.S ALIGN DT 3 IIII ( ) FROM GRID Tl{`r ROM E LTP4 0 18 - (TYP.) ' , '� ��tt' 8 - - O W OVER BM SEE A35 0 16•. 1� .,�'d,/'ll✓ 54.3 � NOTE S23 B + _ Nv3 I I LIB/- Ir .'a S4.J SIMPSON DSC4 RAJ'03. LIMIT OF I I 4 IIII LIMIT OF ROOF I Q DT-I END TO PLATE--I FRAMING I I �F� ( I✓IIL - m Lv BRACE/ \ \ 2v SEELu Lo C.9 B/54.3 . ! s�1q rI1I PROVIDE LTP4 0 10.OETAII O.C.OR A35 0 B' C.9 O I� / v I;^a(:I .0 3/5.3 I I Q I✓Irllh O.C.PER 3/S4.3. �! T-1 L�' LLI �IIS -.., ram{ W D rI/ / 17" /.'"/ ,+�. i'''T/,T�,'7y"?�` �.7'_;. .,s - ,kJ,�I`. Dr-t 7 SOo ''r',Y 1�`vV LL Q Ov J •,n f/� / r /.l✓J f,/',✓ %�/,/l.,/ �fi.ttd=i •a UNIT OF ROOF 1 _1. .I��?T^'.1 m -_1 - 6_O 4'-0 4.O. O w L fPd/1°%'.✓.�� Isu ,G1. r ,.LL.GdG.J:.�.i.. ,l 7 .(MIN.) \/ Lo Z $4.3 PRC BE LTP4 O 24' O.0 OR A35 0 24' - .I PROVIDE SLOP D w I S O.0 PER 3/S4.3 PROVIDE SLOPED ROOF DIAPHR GM z Q $4.3 ROOF DIAPHRAGM CONSTRUCTI PER - m CONSTRUCTION PER _ NOTE 52.3-10. NOTE S2.3-1G 'i rc u d S4.3 (7,W TITLE: "f r_" ,r-- /./-- -DFArnSPTEN T HRAM-PT KO _ G d f !... rl' P 3/S4.3 ROOF TRUSS T/PLATE 6-4- k C/P 1o'-0• 16'-0, '-O 28'-0• 9'-0' 17'-7• 5'-5' 30,-0•. - 25'-0` -9._6• 10'-Io• 4'-a• FRAMING PLAN 0.8 1 2 2.8 3 4 , 4.3 4.8 5 6 7 7.4 7.8 8 DATE ISSUED: 11-18-2008 A ROOF TRUSS FRAMING PLAN REVISIONS: 52.3 SCALE:1/8'-V-0' T/PLATE 79'-4-(U.N.O.) 1-ROOF DIAPHRAGM - NOTES: ADDENDUM ® 3-30-2012 S23-1. SEE DRAWINGS SOA,SO.2,AND SO.3 FOR TRUSS PROFILES,ABBREVIATIONS,LEGEND AND S2.3-7. VERIFY LOCATION OF RTU AND SIZE OF CURB WITH MEP DRAWINGS AND APPROVED RTU SHOP STRUCTURAL NOTES. DRAWINGS PRIOR TO FABRICATION. THE RTU CURBS SHALL BE LOCATED DIRECTLY ABOVE THE SF10W � BEAMS,JOISTS AND JOIST CAVITIES SHALL BE BLOCKED SOLID AS SHOWN IN DETAIL 5/S4.3. THE LOAD VARY(SEE Fla) S2.3-2. TOP OF 2X PLATE ELEVATION IS 79'-4•,UNLESS NOTED OTHERWISE ON THE PLAN. SEE DRAWING STRUCTURAL ENGINEER RESERVES THE RIGHT TO REVISE FRAMING UPON REVIEW AND APPROVAL 0 S2.2 FOR STEEL FRAMING SUPPORTING WOOD PLATE.SEE DETAILS A/S4.3 AND 8/4.3 FOR PLATE FINAL MEP DRAWINGS. - - _ ANCHORAGE AND SPLICE SCHEDULE.. � 52.3-8. ROOF TRUSSES SHALL BE ANCHORED TO THE 1%PLATE WITH AT MINIMUM H2.5 TES AS . S2.3-3. THE ROOF PITCH IS 8:12 ON ALL SLOPED ROOF AREAS AND THE FLAT ROOF AREA SHALL BE MANUFACTURED BY SIMPSON OR AN APPROVED SUBSTITUTE.THE TRUSS ANCHORS SHALL BE PROVIDED WITH TAPERED INSULATION TO PROVIDE A MINIMUM SLOPE OF Y PRAWN BY: ':I'-0'.REFER TO SPECIFIED ON THE APPROVED TRUSS SHOP DRAWINGS.THE STRUCTURAL ENGINEER RESERVES THE KEP ARCHITECTURAL ROOF PLAN AND ELEVATIONS TO CONFIRM ALL PITCH LINES ROOF DIMENSIONS RIGHT TO MODIFY TRUSS ANCHORAGE UPON REVIEW OF THE TRUSS MANUFACTURER SHOP ^ kT ^ , h h \, TLOP®l100F IIi.AND SAVE DETA DRAWINGS AND TRUSS DESIGNS. A&M PROJECT#: rkx"z'H 27 pSp S2.3-4. SLOPED ROOF DIAPHRAGM SHEATHING PER SHEAR PANEL AND DIAPHRAGM NOTE/1 ON DRAMNG S2.3-9. FLAT ROOFS ARE ASSUMED TO HAVE CONTROLLED DRAINAGE PROVISIONS AND SHALL BE EOUIPPE 1203-21 50.3. WITH A SECONDARY DRAINAGE SYSTEM AT A HIGHER ELEVATION WHICH PREVENTS PONDINC ON 7H s.; ROOF ABOVE THAT ELEVATION. THE SECONDARY DRAINAGE MUST BE SET SO THAT THE MAXIMUM DRAWING NO.: v`� S2.3-5. FLAT ROOF DIAPHRAGM SHEATHING PER SHEAR PANEL AND DIAPHRAGM NOTE 12 ON DRAWNG DEPTH OF WATER THAT CAN POND ON THE ROOF DURING THE DESIGN RAINSTORM IS 2'AT ANY SO.3. POINT ON THE ROOF. LAW RAT ROOF - S2.3-6. SEE TRUSS LOADING SCHEDULE ON DRAWING SOA FOR DRAG FORCES ON TRUSSES. S2.3-10.SLOPED.ROOF DIAPHRAGMS IN AREAS SHOWN ON THE PLAN SHALL HAVE ROOF SHEATHING S2 . 3 30PBP .FASTENED W1TIi 10d NAILS SPACED AT 4'O.G ALONG ALL EDGES AND 6'O.C.AT ALL PBF INTERMEDIATE SUPPORTS ALL SHEATHING PANEL EDGES SHALL BE BLOCKED WITH 2.BLOCKING SNOW DRFT LIVE LOAD KEY t Np�1AEL R. 11, 11• AB PER SCHED 9' REF ((��ty�9�I�L�w••MET y ( ) 5>(• (TYP OF 4) , V I YIYLL y 2' 2' AB PER SCHEO REF (TYP OF 4) r. W �p�/� c�i 6' 4' 10• alb/.�TOYVI TACK WELD DBL NUT + "' �, T PIER TO ANCHOR BOLT �' o ,• q• . PER PLAN HEAVY HE o B' B' VERT REINF CENTER REINF CAGE ON PER SCHED 14'x14'EFFECTIVE PIER VER7 REINF DRL NU7 COL T/PIER PER PLAN PER SCHED 7YPE-2 COL 1 4 9'r 9'r 1'PLATE f _ 11'x 11"x J/a'PLATE � W — — •i W — II1111 ANCHOR BOLT SCHEDULE �6 . ANCHOR EMBEDMENT THREADED BOLT pgP,, m+ 4 NARK DIA. GRADE TYPE LENGTH PROJECTION - _ 1'-I'. 1 _ e� - ♦ . i AB-1 Y4' F1554 2 9' 4' - - AB PER SCHED (TYP OF 4) • TIES PER AB-2 �' F1554 2 1'-0' 4' - - SCHED CENTER REINF CAGE ON 70W PER PUN q• B• B• TIES PER - '� ^ �, �+'' 14'x14'EFFECTIVE PIER SCHED �¢+ e g G '� TOW PER PLAN Ms AS PER SCHED fL COL D e P� Z E^j NOTE: COL s t4 tYP OF 2) . 1. ALL ANCHOR BOLTS ARE TO BE TIED INTO PLACE WITH RIGID TEMPLATE PRIOR TO 13'x 13"x 1 PLATE 10'x 5'r 1/2'PLATE W =^ POURING CONCRETE. BP_c EF )� •-+ " 2.REFER TO COLUMN SCHEDULE ON DRAWING 50.1. E ANCHOR BOLT SCHEDULE D. BASE PLATE SCHEDULE 6' a' SCALE NOT TO SCALE ". - 51.0 SCALE:NOT TO SCALE EF PERT REINF VERT REINF - PER SCHED .PER.SCHED SEE PLAN PLATE PER PLAN PER PIE DETDETAIL_ %1IER �. COL EQUAL EQUAL EO Ep COLBASEPLATE w/PROVIDE TWO 71ES 3' - 1/4"LEVEUNG PLATEAPART AT TOP OF PIER 4'NON-SHRINK GROUT REFER TOCOL SCHED FOR COL&BASE PLATE SIZES. PROJECTION PER AS SEE AS SCHED _ 1-a TIES PERPROVIDE 1/4"LEVELING SCHEDULE ON E/S3.1PLATEES PER SCHED (D Cn SCHED 3' - 1�' PER I�FORC6@fF SCHEDULE O (Y� A A PIER ZD VERTICAL/ LIES. FTG CLOSED TIES PER. �`_-' - MARK FT REINF SPACING) DOWEL OLENGTHOU L • PIER SCHEDULE 5 L.LJ COL.ISOLATION COL AND BASE n _ P-1 4-®7 /3(12'D.C.) JOINT r/SEALANT PLATE PER PLAN CON7 FND WALL REINF - FL PIER m UJ O THRU PIER WHERE OCCURS <o j5 - P-2 4-�/ �3(12-D.C.) g' COL BASE PLATE w/Y•LEVELING Q Lo COL PLATE w/X"NON-SHRINK "� _ �• VERT REINF _ P-3 4-p6 d3(12'D.C.) 9' GROUT_ REINFORCEMENT PER PIER e o , _ PER SCHED SCHEDULE z& PI 4-R7 93(12"O.C.) 9' r --- --- 1Jf'CUR P-5 a- i3(12'D.C.) s' LPL LVLu c tyi'CUR - TOP REINF PER SCHED 7 0 Ap NOTES: O m .;WHERE REO'D d ` t, 1. PROVIDE 2 TIES SPACED AT 3'O.C.WITHIN THE FIRST 6'FROM �j TOP OF PIER AND THE BOTTOM TIE WITHIN 3'OF THE TOP OF w L•() SEE AS gq FOOTING Lf) Z SCHED E/53.1 ° CIRCULAR CLOSED 2. PIERS THAT ARE SPECIFIED SHORTER THAN THE MINIMUM 3'CLR FTG TOP REINF PER TIES OR SPIRAL W C' 3'CUR SCHED WHERE REO'D 11E PER SCHED VERTICAL BAR LAP LENGTH SHALL NOT BE LAPPED AND FOOTING Q 4• REINF PER FTG.SCHEDULE REINFORCEMENT PER - DOWELS SHALLE%TEND TO THE TOP lff PIER MIN FTGSCHEDULE co A-A 3. ALL EXPOSED TO VIEW PIER CORNERS SHALL HAVE A 1'MINIMUM' CHAMFER. S INTERIOR COLUMN FOOTING 4 TYPICAL PIER DETAIL A PIER SCHEDULE 4: REFER TO TYPICAL PIER FOOTING DETAIL 4/S3.1 i 51.0 SCALE NOT TO SCALE - - - 51.0 SCALE NOT TO SCAT£ - SL0 SCALE 1'=1'-0' -- TITLE: ` E - )f FILLER;/SEALANT 10• SLAB PER PLAN /4 CENT I 6 ,•_0• PE—�P $ FOUNDATION COVER 5Z DETAILS B' CLEAR HOISTWAY PER PLAN B' TURNDOWN SLAB PER CMU-1.PER C/S4.3 - m GRADE I/S3.2 - MASONRY SHAFT WALL „ SLAB PER PLAN COLUMN PER PLAN -14" 04 0 12'O.C. PER FlSI.PLAN Q ?- REINF PER PLAN a: T SLAB p \0�i0�j1 ---------------- �a R 70W ,�; \� DATE ISSUED: m BASE PLATE PER /4 CON7 PER PLAN Q L"a 0 12'VERT O.C. SCHED;SEE D/53.1 11-18-2008 B' VERT EF WAIERSTOP ALL F 85®1'-6'O.C. 9 REVISIONS: AROUND(TIP) INSULATION PER FlN GRADE A 4-N4 HORIZ EF R / / PER SITE PLAN Y ARCH DWG a ' FDAMPPROOFING AN INTERIOR COATING 1�• PER`r PLAN \\ � PER ARCH DWG _ PER ARCH(TYP) PIER PER PLAN AND FDN PROOFING AND 4-#4 CONT HORIZ c DAMP PROOFING PER DETAIL 4/SJ.1 EO SPACE .s •• CENT 2x4 KEYWAY - -� ' ARCH DWG(TYP) WATERST ALL 2x4 CaJT KEYWAY(TYP) 1'-0' AROUND(TYP 1.-' PER SC, PIER RI'_T' ,I• ' ( ) O LIMIT OF CURS /4 1RANS 11 48'O.C. ' FDN WALL REINF PER WHERE OCCURS T G •I. DETAIL 1/S3.1 OR 4/S3.2 tit k LAN PEPRUN DRAWN BY: KEP • FDN WALL BEYOND ps 0 12'D.C.EW(T&B) •I I A&M PROJECT#: 1203-21 `------ I .•.,•I 3-04 CENT 2'-0' ' DRAWING NO.: 1 ELEVATOR PIT SECTION L 2 l FOUNDATION WALL AT PIER. 1 TYPICAL FOUNDATION WALL(W2.0) 51.0 SCALE 1/2'=1'_0' _ 51.0 SCALE 1'=1'_0'_ 51.0 SCALE.1'=1'-0' - S3 . 1 II e 2'MAX _ ._.._ .. _ ... _.-.... ._......_ _. -PER PIER DETAIL INIM EL R. COL ANO BASE p� �••L�• 1'MIN - PLATE PER PLAN r!COL - QVOLMG I „4 * - PROVIDE TWO TIES 3' EO EO 1'a'BL.EVELIING PLATE w/ASE PLATE (/3 FDN WALL APART AT TOP OF PIER �'NON-SHRINK GROUT w�cc��``�� PROJECTION PER AB No.366oi s Ld SCHEDULE 1'CHAMFER(TYP) ^� �_L(LQ• ' T/EXT SLAB OR COMPRESSIBLE _ w < DISCONTINUE AL NAIE FINISH GRADE PER 10 g JOINT FILLER • - TOP OF FTC 2JOINT 'MAX HORIZ REINF 0 CJ SITE PLAN FULL PERIMETER 36 BAR PER PLAN 2'X4'KEYWAY 1'MIN DEVELOPMENT LENGTH T SLAB OIA ..�...,,. pl A T. BAR SIZE DEVELOPMENT LENGTH,Ld g • m c xs #4 19• PIER REINF PER SCHEDULE p V Q r 29• TOP REINF WHERELd •pf m I�g 1 1 FTG TOP REINF CONT WATERSTO OLD POUR NEW PWR LAP BARS BEYOND 41" REO'D PER WINGSCHE ON T G u. ,'.. WHERE Ld PER SCHED A DRAWING 50.1 ;Ip. OCCURS 47" S .. EdGREASE O `� •- y''...,, �n - #4 SMOOTH DAILY.DOWELS 0 1'MAXMA% A DOWEL _z=Y ,y1 - FEN AND FTG 12'O.C.;CENTER ACROSS JOINT i'MIN END IN NEW POUR -#g 53" t1f'CLR b` •'•+ w ,_,e- REINF PER PLAN #10 - 60" T G z Q ,- FIG BOT REINF S B/TTG PER WALL 2S 3 z CJ 85 (i SECTION ..Y,., '..,w.•... ..w 3-CLR I [+3 O PROVIDE FLEXIBLE JOINT FTG REINF PER SCHEDULE 9 ", = CONT WATERSTOP 95%COMPACTED B SEALANT ON EXPOSED FACE 1. ALL TENSION SPLICES ARE CLASS'B'LAP SPLICES WITH A LAP LENGTH EQUAL ON DRAWING 30.1 FTG PER SCHED UNDISTURBED MATERIAL TO 1.3 x Ld ABOVE). AT FLO SPREAD FOOTING � OLD POUR NEW POUR 1'PRE-MOULDED COMPRESSIBLE ( IS OMMITTED EXTEND PIER - a - JOINT FILLER DOWN TO FROST DEPTH C STEP FOOTING TYPICAL WALL JOINT C DEVELOPMENT LENGTH OF REINFO!ME,N,T 3 EXTIEMR POST PIER DETAIL 31.0 SCALE:NOT TO SCALE Y. .' S1.0 SCALE 3/4'=1'-0' +. 31,0 SCALE NOT TO SCALE S1.0 SCALE NOT TO SCALE PIER 1/2'COMPRESSIBLE JOINT FILLER w/ PER PLAN WOOD POST PER PLAN rt PENETRATION SEALANT IN DIAMOND(SHOWN)OR WALL THN RE:MEP 2 ADDITIONAL#4- CIRCULAR PATTERN E COL COLUMN BASE w/1'STANDOFF (PER PLAN) X.5'-0'LONG SAWCUT OR PER SCHED 2 6' 2'-6' HORIZ REINF Ef ABOVE AND FORMED CONTROL JOINT EXTERIOR SLAB ON #4 HAIRPIN(MAY BE OMMITTED I"L,. PVC SLEEVE BELOW SLEEVE I I GRADE PER PLAN WHEN POST BASE IS DRILLED L I`4 1� —I I— FIN 1HRU SLAB INTO PIER) V Z FND WALL >• — — p: N W 1>4 COVER -- , ALL AROUND � COL PIER OR . " y PVC SLEEVE - T COL BASE PLATE T G CO 5 O r .. DLITY INVERT EF RE:NEP U u; it INI13pOfl CXXAlA1N ISOLATION W �. S FTG.REINF PER SCHEDULE z COL NOT SHOWN I m � � (/) SEE PLAN FOR SIZE OLD POUR NEW POUR C AND ORIENTATION p�. s w O ^ Q 2 tO' SAWCUT OR FORMED. 4' 6' fFIUL*/SEALANT& 1/2-COMPRESSIBLE \J Z Xi'COMPRESSIBLE JOINT COMPRESSIBLE FILLER ALL BACKING ROD JOINT FILLER 1 ' FILLER w/SEALANT AROUND(TIP EA SIDE) DIAGONAL 14X4'-EF F W/SEALANT(UNO) pd L,L LL.I r W WWF LL Q of J SLAB&REINF PER PLAN O m TOW FE NOTES. w PER PLAN 1. SLEEVE SHOWN SHALL BE USED FOR U11UTY PENETRATIONS ENTIRELY BELOW GRADE ON BOTH W THE INTERIOR AND EXTERIOR OF FOUNDATION. - pi JKEY, BLDG OR,. Y Lo Z 2.N A THAN I'DIAMETER HA T AP r/ 0 SLEEVES LARGER 2 D EIE SHALL BE USED.Wi1H0U APPROVAL OF STRUCTURAL STRUCTURE S UCN E W ENGINEER PRIOR TO PLACEMENT. S� - ISOLATION � g Q 3.SLEEVES LESS THAN 4'DIAMETER DO NOT REQUIRE ADDITIONAL REINFORCEMENT SHOWN. �UNDIS7URBED MATERIAL m CONTRACTOR MAY SUBSTITUTE SMOOTH DOWELS FOR KEY.SMOOTH DOWELS SHALL BE 24• p4 CONT. C OR COMPACTED )4'0 x 1'-6'LONG,GREASE I-SIDE,CENTER ACROSS CJ,SPACE 0 I'-0'O.C. STRUCTURAL FILL �36"#a 0 12'D.C. E FOUNDATION PIPE SLEEVE -B SLAB-CN-GRADE JOINT DETAIL 2 SONOTUBE FTG AT SLAB/SIDEWALK SCALE NOT TO SCALE -- - - 31.0 SCALE:NOT TO SCALE 51.0 SCALE:NOT TO SCALE - - - #4 018'O.C.HORIZ TITLE: -#5 0 12.O.C.VERT _ 24-MIN OR 40 CIA 9- 0122*DOWELS FS - FOUNDATION FIN.GRADE • \/// / PER SITE PUN _ DETAILS / FDN DAMPPROOFINC �$ PER ARCH DWG ' #4 NOSE BAR - VERT BARS REWIRED(TYP OF 3) ` #5 MIN,REFER TO WALL SECTIONS WWF PER PUN - INSULATION PER o WWF PER TYPICAL ARCH DWG a LAP OUTSIDE BARS OR PROVIDE CORNER BARS AS SLAB DETAIL 2x4 CONT KEYWAY DATE ISSUED: DEPTH OF REINF CONT 2x4 SHOWN.WHERE SIZES OF BARS DIFFER,USE LARGER PLAN V 11-18-2008 i4 TRANS 0 48'O.C. SIZE PER PLAN (PER PLAN)- PER PLAN 3-#4 CONT KEYWAY - REVISIONS: _ 7' 6 NIL MINIMUM �1 T TC MOISTURE BARRIER TR PLAN V-0' 95%COMPACT 12' ��� �� � 24' •" .. STRUCTURAL FILL PER ��/� /�/� #4 0 12-O.C. �36' _ PROJECT GEOTECHNICAL �m " " 1'_0 - i\\\\i REPORT / /�\x/fix/�\\/�\\/�\\/ / SEE DETAILS I/S3.1 (2)ADD-L VERT BARS �^ AND 4/53,2 #5 MIN,REFER TO WALL SECTIONS v UNDISTURBED MATERIAL MEETING THE REQUIREMENTS FDN INSULATION DRAWN BY: 'UNDISTURBED MATERIAL OR 2x4 CONT KEYWAY J g OF FOUNDATION NOTE F2 .PER ARCH DWG n < KEP COMPACTED STRUCTURAL FILL ON DWG 50.2 DOWELS To MATCH �'�—II A&M PROJECT#: LARGEST T BARN SIZE �FON WALL TMK 1203-21 NOTE: REINFORCEMENT BAR SIZE PER PLAN DRAWING NO.: I.SEE NOTE 57.0-12 ON DRAWING SI.O WALL INTERSECTM RE 4 HIGH FOUNDATION WALL(W20A) D TYPICAL CORNER/T WALL REINFORCEMENT �A�TYPICAL SLAB-ON-GRADE 1 TYPICAL TURNDOWN SLAB 0 SCALE 3/4'=1'-0' 51.0SCALE: 1/2'=1'-0' 51.0SCALE NOT TOSCALE `510SCALE: NOT TOSCALES3 . 2 OF 0�4EL R. N Gu ET •SMCT P No.38601 g l - 9'-6' 9'-6' f~I~1 WI8 f \ WB r I S r.•I..` WI2 ~~� WI2 f�1=1 vi: 4 . + + TOS ROOF I .. TOS ROOF ( Wi2 I TOS RDOF I YQ1 _ I TOS 1. .M=75 FT-K M-110 FT-K,'I ,M=If0 Fr-K M-75 FT-K 1:�o 79-I• \ i AI=20 R-K M-20 FT-K I ,M=20 FT-K M=20 79'-1' 79'-1' UNO (UNO)`' UNO (UNO) UNO 1 (UNO)` UNO (UNO)` •_ o z� .a � sa.2 s4.z u _•. ,,«.. ,».. f ,... S4.2 �,." .m S4.2 r t $r. e t a r r o �® r Q WI8 WIB T0S EVE y A W21 W21 ! TOS LEVEL 2 A E WI2 `+ TOS LEVEL 2 �1 WI8 TOS -pi, EVEL 2 M:020 FT-K M=130 FT- �'\J?\�, 130 F7-K M=120 FJ-K 11, 65-11' b1/1/ .1110 F7-K M=160 FT,; ►�\i}\L�,•180 FT-K M=140 FT-K 1g 65-11 \ ✓ 66-1 ' +� 'e��q 66-114' '•�I.•(UNO) (UNO)»I `(UNO) - (UN0)—,i� \`L.IUNo) (UNO).I„.`UNO) /� ..�w ..� y7 M 53=0 S3 0 34r,.2 53=0 54.2 9 IERE+1L T IERE PL - }7 \} T IERE+1L 3 9 IER+1L T/P �...A I U cn Z Z N w 8 FRAME ELEVATION-MO-4 6 FRAME ELEVATION-MO-2 t4,FRAME ELEVATION-BR-4 1_ 21 FRAME ELEVATION-BR-2 0 O m 521 SCALE:1/8'=V-0' 521 SCALE:1/87=1--O'. 2.1 SCALE: 1/9-=1'-0' - -> S21 SCALE 1/8'=1'-0' Lu J _ m � c � - Lu O La Q L LL0 om W Ln z Y � � ze'-o' zs'-o' za'-D' 19'-0' 19'-D• W m = WI `I Wla WB � WI2I-N + 4 T -O M=710 F-K 0 F-K M=95 FT- M=75 R-K f TO, -F1 TOS RO'-OF1 I TOS f5 FT-K 5F MN9 M O (UNO) NO (UNO) 54.2 S4.2 54.2 54.2 ° e 9 r ° o r TITLE: E - ! ! W21 ( o W!I r•'w '' W21 ! ! L W21 i TOS.LEVEL 2 al W2\s TOS LEVEL 2 TOS LEVEL 2 TOS LEVEL 2 „\\ M'=120•FT-K M-140 FT=K I/f 140 F7-K M=120 R-pif�\ //N'=120 FT-K M=100 R?-K. /�j ty�l/yI' M 130 R-K M=1J0 FF K /�g p°'«..I,.,.r ...;_ 66-1 �.. '; µ 66'-1' STEEL FRAMING w(UNO) (UNO)'•.J. '(UNO) (UNO)- „✓(UNO) (UN3)„•, e °*!.,..„.LJNO) (UNc)">.I..°" ELEVATIONS 17 5 5 FFE °°E sa.z s5 53'-0-0' _f 5�3'-0' 53'-0' a ASE PL B ASE P. 1 a ASE PL <I 8 ASE PL DATE ISSUED: - I 7 IER it I T IER+1 .. }\ T IER+1e I T IER+1 11-18-2008 -.TL, REVISIONS: 7 FRAME ELEVATION-MO-3 5 FRAME ELEVATION-MO-1 L_3\FRAME ELEVATION-BR-3 r1—'*N FRAME ELEVATION-BRA 52.1 SCALE: 1/8"=1'-0' 52.1 SCALE:1/8'=1'-0' 52.1 SCALE: 1/8'=.1'-0' S21 SCALE:1/8'=1'-0' ' DRAWN BY: KEP A&M PROJECT#: 1203-21 DRAWING NO.: S4 . 1 S OF AWNAE.FL GULMET �STRUCTURAC N..3mol zfi'-o' h V,a a65 888888 BB y.- W12 TOSS pooq'� W = <M=JO FT-K M=JO FT-K '" UNO FI-K t WI4 \\ TOS LEVEL 2 14 RI •50 FT-K Ak50 F?-K I JrJI 66 (UNO) (UMd)- FFE B ASE PL - 7/PIER i1 zzN � o O CY) =5 2 FRAME ELEVATION-MO-6 J _ 521 SCALE 1/8"=1'-0* m 0 c � Lu O L Q 0 CU L w 0 66 m O cn En Q Lo S-1 30'-0' _ I >w Q z J m ! '. 1Y12 .! -! WI2 i O ( b 1 TOS ROOF sM=20 FT-K N=20 FT-K I M-20 FT-K N=20 FT-K i 79-1' UIN (ONO)` UNo (UNO) TITLE: S4.2 �✓ W21 ✓ ' STEEL FRAMING V6W-000 FT-K�, M-1 120 FT-K ELEVATIONS(UN0) (UNO) elUNO) (UNO).., ✓ A[ E DATE ISSUED: 71-18-2008 B T iER 41 NEVI$IONS: • I ADDENDUM ® 3-30-2012 w l 1 FRAME ELEVATION-MO-5 52.1 SCALE: 1/8'=1'-0' - • DRAWN BY: KEP A&M PROJECT#: 1203-21 ` DRAWING NO.: S4 . I A S N OF OPENING PER _ - AWNAEL R. ARCH OR MEP 3—SIDES - (SEE NOTE#2) 3 16 - " �7L'f.1�1G 1 11 • — i FORM DECK PER PLAN �t FL BM NOTE J2 fL BM - REF ,SM R^AL I L/3 OVERHANG L4xbx4{a HEADER ANGLE L4x4x36 x0•-6'LONG $ r �(3'-0"MIN) BM OR PER PLAN (SEE NOTE/1) I POUR STOP AS REQUIRED TO STANDARD FRAMED �® L4x4x�{e(SEE NOTE 3 STEEL BEAM OR JOIST I SUPPORTCONSTRUCTION BEAM CONNECTION PER #) (WHERE OCCURS) I v AISC NOTES. ® �LAROel 71HAN T-0' - LOADS(SEE SCHEDULE) STEEL CONSTRUCTION' • T HEADER ANGLES SHALL BE SHIPPED LOOSE,FIELD CUT,AND FABRICATED BY GENERAL CONTRACTOR TO (STE EDITION),PART' I �BEAM PER _ SUIT SIZE AND LOCATION OF OPENING REWIRED FOR THE APPROVED EQUIPMENT FIELD WELD TO A4®12'O.C.w/17END T.O.S.'k, SUPPORTS. T W.W.F.(PER PLAN) (UNO./ i PER PLAIN 2.VERIFY LOCATION AND SIZE OF ALL PENETRATIONS IWTH THE DISCIPLINE DRAWINGS REWIRING THE - PROVIDE SLAB BOLSTERS PENETRATION. w/RUNNERS CONT OVER P FABRICATE SUPPORTS BASED ON JOIST SPACING. BEAMS/JOIST I. C) 3.SHOP e o_z.- 4.CONCRETE POUR STOP AND PERIMETER REINFORCEMENT REQUIRED AROUND ALL OPENINGS LARGER THAN V—O'. POUR STOP,REINFORCEMENT SIZE AND SPACING PER PLAN AND DETAIL A/54.2. JOIST PERPENDICULAR BEAM PER 1 " TO DECK SPAN PLAN W.e 3' 5.OPENINGS 1'-0'AND LESS SHALL BE BLOCKED OUT WITH FORMWORK AND DECK CUT AFTER CONCRETE I E—I• HAS CURED. 6.OPENINGS FROM 6'AND UP TO 12'IN EITHER DIRECTION SHALL BE REINFORCED WITH A SQUARE OR - BEAM OR JOIST I TYP z L-J g RECTANGULAR SHEET(0.071'THK)THAT IS 12"LARGER THAN THE OPENING ON ALL SIDES.FASTEN SHEET PERPENDICULAR W O_ TO DECK W/#10 SCREWS B 4'O.C.AROUND THE SHEET PERIMETER PRIOR TO PLACEMENT OF CONCRETE. 1 TO DECK SPAN 9 7.OPENINGS LESS THAN 6'DO NOT REQUIRE REINFORCEMENT. THESE OPENINGS MAY BE CORED THROUGH THE SLAB AFTER CONCRETE HAS CURED IN UEU OF PROVIDING FORMWORK TO BLOCK OUT THE OPENING — PRIOR TO CONCRETE PLACEMENT. B SLAB PENETRATION DETAIL EOS E BM FORM DECK PER PLAN W.W.F.(PER PLAN) BM 3 DOUBLE ANGLE BEAM CONNECTION S21 SCALE NOT TO SCALE #4 CONT(TYP) PER PLAN. I 3'-0'(MIN) S2.1 SCALE 1'=1'-0' - . #3 012'1 O.C.(UNO ON THE PLAN) 4-MIf�(TYP) -_ .. • . CONT . - y.,COVER L1ex314xY - SEE.PLANS FOR -SLAB THICKNESS . AND STEEL DECK " EF E REF 1$ 3 16 _ TCX PER PLAN • 2' PROVIDE NLL C.n STANDARD FRAMED THRU-PLATE PENETRARON GROOVE BEAM CONNECTION PER AISC'HSS - WELD FOR STIFFS(TYP.) V '0 BOLTS(TYP) CONNECTIONS MANUAL'Pg 4-98 NLL FIELD 7 z UJ,J THRU 4-100 PENETRATION L O N (/j T&B GROOVE WELD 0 Q cr) � T.O.S. TOP&BOTTOM PT ER vLAN I_ (�) J O - U * T.D.S. Lu O I _ I O BEAM PARALLEL 9 -4 1i O PER a IO I.- O _1_ O I TO DECK SPAN(GIRDER) i 0 m 0 C (N BEAM PER PLAN - POUR STOP SC7�ULE POUR STOP SCHEDU E NOTES U Lo MIN-9§'THICK Pl I A TABLE AT LEFT INDICATES MINIMUM BM PER PLAN w SLAB POUR STOP OVERHANG MATERIAL POUR STOP REQUIREMENTS.REFER T. STIFF PLATE AT LEAST GE LL Q Ob J NOTES: - O.S.ECTIONS AND DETAILS FOR FURTHER THICKER THAN BEANS& O m _ HSS COL PER PLAN 1. TYPICAL FOR ALL ELEVATED SLABS UNLESS SHOWN OTHERWISE. _ <5' 16 GA. - REQUIREMENTS - THICKNESS NS&FS �l 5'TO 6' 14 GA. B. IN THE CASE OF CONFLICT BETWEEN SHOP ATTACH CATILEVER AND w L1� N 2. OPENINGS SHALL BE REINFORCED AND FORMED IN ACCORDANCE WITH DETAIL B/54.2.- THE SCHEDULE AND A DETAIL.THE DETAIL SHIP COLUMN TREE AS UNIT TO JOB SITE FIELD MOMENT CONN. Lo Z 7'TO 9'. 12 GA. SHALL GOVERN. 10'TO 11' 10 GA. LLJ g • 12'TO m 1B' Y'PLATE 8 THRU-PLATE BEAM CONNECTION ! A 1TYPICAL ELEVATED SLAB . 2 SHOP CONNECTED CANTILEVER WEAK AXIS) 521 SCALE:Y-1'-0' .. .:. - - S21 SCALE: 1'=1'-0' 52.2 SCALE I'=V-0' - TITLE: EF EF COL PER SCHED BACKING BAR TO REMAIN.FILLET FRAMING DETAILS STIFF PLATE SHOP WELDED REF WELD BACKING \ TO COLUMN FLANGES&WEB BAR TO FLANGE BRACE PER \ PER ELEVATION - WITH FULL PENETRATION PLATE ELEVATIONS \\\\ GUSSET PL \ ()4'MIN) GROOVE WELDS OR FILLET \ \ BEAM PER PLAN COL PER PLAN WELDS(AS REWIRED) DEL ANGLE CONNECTION 1 \ I$ 0� W A T T A \ \ PER PLAN Y 6� /REQUIRED C BOLTS 5 FULL FIELD - DATE ISSUED. REQUIRED PER SHEAR �'A325.(TYP) PENETRATION GROOVE SHEAR + WELD 0 TOP&BOTTOM 11.18-2008 \ \ COL PER SCHED ___ _ _ ___ _-_ BM _ \. \ i (TYP) _T.O.S. REVISIONS: \ R PLR N ' ERECTION BOLT PER Wp 2' \\ \ AS REO'D HSS BRACE PER \ \ ELEVATION.T.OL - TYP \ PER PLAN / \ Y \ 2' ' WF ol ERRCTION BOLT \ AS REQ'0 // \ \ `\ \ - ----- // \\ ERECTION BOLT \ MOMENT FRAME I TYP I. PER / \ H55 BRACE E AS REQ'D BEAM PER.PLAN / \ I ELEVATIONS / I \ REMOVE BACKING Y GUSSET P. PROVIDE.WEB DOUBLER DRAWN B BEAM PER PLAN / \ (�'MIN) BAR.BACKGOUGE PLATES AS REQUIRED KEP DBL ANGLE SHEAR C044 BASE PL PER SCHED ROOT PASS& () AT BM AND GUSSET / \ V{Y P REWELD WITH MOMENT FRAME COLUMN A&M PROJECT#: \eP — � FILLET WELDS TOP 1203-21 PER PUN TYP AND BOTTOM OF 80170M FLANGE DRAWING NO.: �71 BRACE AT COLUMN(STRONG) 6 BRACE".CONNECTION-MID BEAM r5,BRACE AT COLUMN BASE(STRONG) t MOMENT CONNECTION(STRONG AXIS) 52.1 SCALE: 1'-V-0' ., S21 SCALEi.,•_,'-0' -S2.1 SCALE,•.=1'_0' -_ 52.1 SCALE: 1'_l'-O•, - S4 . 2 S��ZN of � .. .. _ E _.... 16d 0 3'D.G. MI"EL R. SHEAR BLOCK PER �„.A� - 1'-I1�'y' DETAIL 9/S4.4 MAX 2%8 CONT Bllc i6�1111�pA, _. - i 1,p, SPACING 08'-0'O.C. ` IIJl7F4L 0MIN GROUTED VERTICAL HORIZONTAL (TYP) S`xwv4vxi MARK THIIX. CORES REINF. REINF. REMARK DRAG TRUSS IMMEDIATELY �p� ADJACENT TO BEAM LINE W01 • CMU-1 8" SOUD #4 0 16"O.C. 1 GA ELEVATOR SHAFT PLYWOOD ROOF 0 16"O.C. DIAPHRAGM SHEATHING ,� � ROOF TRUSS PER SHEAR WALL T PLATE PER PLAN i DIAPHRAGM ON DWG 50.3 PER MAX l6d 0 3"O.C. O ANC • PEp pLAN4 �DBL 2x TOP PLATE TRUSS CLIP PER MFR. BEAM PER PLAN - -1 1. SEE STRUCTURAL MASONRY NOTES ON DRAWING SOA COORDINATE WITH ARCHITECTURAL DBL 2%PLATE PER PLAN REFER TO ARCH DWG'S TAL1S6 OFFSET FROM BEAM DRAWINGS TO CONFIRM ALL DIMENSIONS AND SHAFTWALL REOUIRMENTS. FOR SAVE FRAMING - l� DETAILS 1 2. UNLESS NOTED OTHERWISE ON THE PLANS AND DETAILS;WALLS SHALL HAVE 8"BOND BEAMS EXTERIOR WALL PER 16d MIN 0 6"O.C. OPTION A.SIMPSON A34 ONE SIDE WITH p4 CONTINUOUS BAR A7 EACH PRIMARY FLOOR LEVEL AND/OR TOP OF WALLS A7 EACH - BEAM PER PLAN OF TRUSS SOT CHORD TO PLATE O Z y e �\ PRIMARY FLOOR LEVEL ARCH DWG'S CONT 2%BLK AT PER SPACING ON PLAN -� _ E / ROOF TRUSS DIAPHRAGM EDGE Q PER PLAN OPTION B: WHERE TRUSS FLUSH " J. ALL OPENINGS IN MASONRY SH WALLS SHALL HAVE ARCHITECTURAL DRAWINGS. STEEL LINTELS INSTALLED TO THE T p W%•s: LIMITS OF THE OPENING SHOWN ON THE ARCHITECTURAL DRAWANCS LINTELS SHALL BEAR A TO SIDE CI PLATE,AN. LTP4- NINIMUM OF 6'ON EACH SIDE OF THE CLEAR OPENING. NOTES: PER PLAN PER SPACING ON PLAN. ,OVERFRAMING DBL 2x TOP PLATE ROOF TRUSS I. TRUSS EAVE OVERHANG PER TRUSS PER PLAN j MFCS DRAWINGS. BEAN PER PLAN W n ; ROOF 2. FASCIA AND EAVE SOFFIT DETAILS hERZI ,...1 u) SHEATHNG i PER ARCH DRAWINGS. _ TRUSS DIRECTLY ALIGNED WITH BEAM Q' e PER PLAN I j C CMU WALL SCHEDULE 7 TRUSS BEARING AT PEFUMETER 3 TRUSS PARALLEL SHEAR TRANSFER RDOF TRUSS - - PER PLAN 54.3 SCALE: NOT TO SCALE - - S23 SCALE:3/4'=1'-0' --.: S23 SCALE:NOT TO SCALE I T LATE - - rt BM,2.PL E PL SPLICE R PLAN 1, PER PLAN BM PER PLAN 1'-0" I 6' I iHOISTWAY FOM (n n 2'-0-(MAX) 2'-0"(MAX) (MAX) (MAX) HOIST BM PER PLAN z Z N L u co m ---- ------- --� r — 2 ROWS 16d 0 3"O.C. - 4"1(J£"Xl'-0"BRG PLATE 0 COL PER PLAN T//PPUTE,O� '"� `� _ _ ___ _J L—_— _ /2-Y'xt"XO'-6" _l PER�PLAH r, 6" - DT PER PUN ANCHORS w U (MAX) 2X BLR BTW TRUSSES T DISIWAV #4 CONT Q PER PLAN 2x PLATE PER PLAN I CONT ALONG OF 16d 0 3"O.C.CONT - ca C U) ALONG TRUSS TO BLN 8"CMU BOND BEAM CONT O (n AROUND TOP OF SHAFT 3/8"A307 BOLT(TYP) COl BELOW 7 pLATE G I VERT REINF PER PLAN BM BELOW(TYP) OBL 2%PLATE PER PLAN _ BM PER PLAN I LL W BEAM PER PLAN LL. Q J NOTES: UMIT OF CLR O _ 1. 2x PLATE SHOWN IS THE PLY DIRECTLY IN CONTACT WITH STEEL THE UPPER PLY OF THE DOUBLE PLATE SHALL BE THRU-BOLTED AT SAME LOCATIONS AS LOWER PLY AND HAVE - W L STAGGERED SPLICES NAILED IN ACCORDANCE WITH DETAIL A/S4.3. - - z 2. ALTERNATE FASTENERS FOR THRU-BOLTING WITHIN 6"OF PLATE SPLICES MAY BE SUBMITTED W Q r Lv FOR REVIEW AND APPROVAL BEAMS SHOULD BE PUNCHED AS SHOWN WITHIN 12"OF BEAM - _ - 7 J Q ENDS AND AT 24"O.C.MAXIMUM STAGGERED ALONG THE BEAM. - G• m 9 SECTION AT DRNE-THRU ROOF B DOUBLE TOP PLATE ANCHORAGE 6 TRUSS PARALLEL SHEAR TRANSFER r2"N MASONRY WALL PLATEMOIST BEAM S23 SCALE 1/2"=1'-0" S2.3 SCAM' 1/4"=1'=0" :. 523 SCALE:NOT TO SCALE - -- S22 SCALE:1" TITLE: [2x BRACE 0 - 10'O.C.WHERE INDICATED ON EF RN CURB PER MFG a-16d PLAN FRAMING DETAILS BRACE TO 4'-0'MIN. SPUCE LENGTH(SEE SCHEDULE) BLOCKNG - (4'-0"MIN) 2x BLR PER RN MFG AS LAY-ON VALLEY ' �IYPE A SPLICE(U.N.O.) REO'D SET TYPE TRUSS ROOF DIAPHRAGM FLAT ROOF JST BU(NAILED AT Y (TYP.) SHEATHING PER RIDGE LINE PLYWOOD SHEATHING PER DIAPHRAGM.EN O.C.TO 2X PLATE(TYP.) PLAN 'ROOF TRUSS PLAN PER PLAN - - ' l9i2"SHEATHING WITH - na� - 12 DATE ISSUED: _ Bd 0 6'O.C.ON ALL. - ,� PER r— 1 1-18-2008 ..PANEL EDGES .. JST WEB SRFF(TYP.) \�\\�\\�\`�`` �``�`�\\` `�``�``� PLAN 2-t 6d TOE. g REVISIONS: \��``�``�``�` \ `�`��`�� \��`��\� o 0 EA.TRUSS NAIL JST TO PLATE 0 3" ADDENDUM ® 3-30-2012 ti 2x4 BLOCKING 0 ALL O.0 ALONG OPENING MOMENT FRAME LDCARON$w/Bd j NAILS 0 6"O.C. DOUBLE PLATE SPLICE SCHEDULE TYPE SPLICE LENGTH ATTACHMENT _ TRUSSES p T/Pp�pN A 4'-0 16-IOd NAILS 0 3"O.C. PER PLAN CONT.DIAPHRAGM 2.4 BETWEEN EA. T.0.5. - DRAWN BY: ALIGN END OF BRACE SHEATHING BENEATH • DIAPHRAGM WITH NEXT TRUSS 0 24'O.C. PER PLAN I LAY-ON TRUSSES KEP COMMON TRUSS OR DRAG A35 0 EA.2x4 SM PER PLAN TRUSS(WHERE OCCURS) SUPPORT OVER PLATE I A&M PROJECT#: BEYOND 4'DIMENSION BM PER PLAN I 1203-21 TYPICAL ROOF OVE3RFRAMING 16d 0 3'O.0 VARIES PER - DRAWING NO.: PLAN,12-MAX. 8 GABLE END TRUSS SUPPORT _DOUBLE TOP PLATE SPLICE 'RTU CURB SUPPORT 1 OVERFRAMING DETAIL 52.J SCALE: 1/2"=1'-0- " .. 523 SCALE: 1"=i'-0' :. 'S23 SCALE 3/4"=1'-0" 52.3. SCALE:1/2 =l'-0" S4 . 3 M10MEL R. _ - ��G'}}ppU����I�LL�M.x��Ep��T CONCENTRATED CONCENTRATED ,V4n�9cl�RAL LOAD LOAD EF NO.3MI L2%2XYi REINF >3' VQ�7V ANGLE 2 I PROVIDE 2-Ye•DIA HIS COL PER PLAN ERECTION BOLTS PER SJI PROVIDE SLAB BOLSTERS w/RUNNERS CONT PROVIDE COL CLOSURE AS REo'D OVER BEAMS AND AT MID-SPAN OF DECK REIN F SLAB PER PLAN AND ANGLE DETAIL A S4.2 Lbx4x x 0'-4' C{GIRDER ' / I CELL CLOSURE ' 84x6'-0'LG O 12.O.C.CENTER ON GIRDER - 3 I6 WWI PER PLAN y. Fa I EA JST COVER(MIN) J015T PER R PLAN I� PER PLAN Ti►. O.S, i11 >3• SECTION 2 j'-- PER PLAN PER PLAN HANGING 2 CONT L1J4x2JfxYi PER P�N�' �. '• LOAD ,• o z- TYP 316 i 316 2-12 Fa 3- III TIE JOIST PER PLAN .. NOTES: i 1 4 BCX O TIE JST 4 1.INSTALL JOIST REINFORCING IF LOAD APPUCATION POINT IS GREATER PROVIDE ERECTION STABALIZFR W O THAN 3'FROM JOIST PANEL POINT PL AS REO'0 PER SJI D ..-T U) 2.SHIP L2x2 LOOSE AND FIELD CUT TO LENGTH FOR SPECIFIC JOIST I € �',.e REINFORCING CONDITION. _ 10 JOIST POINT LOAD REINFORCEMENT 6 TIE JOIST AT COLUMN DETAIL 3 CHANGE UI DECK DIRECTION .. S2.I SCALE 1/4' 1 0' .. Sz.1 SCALE. 11 1'-0' - 52.1 SCALE 1 1'-o" SLOPE ROOF A DIAPHRAGM PER PLAN r`TRUSS Cy TRUSS FLAT ROOF r r DIAPHRAGM PER CUNT 2X PURLIN PER PLAN fL BM PLAN CUT TO PROFILE N 2X SHEAR BLOCK MUST BE DIAPHRAGM EN IN CONTACT w/DIAPHRAGM -I - (D � SHEATHING w ROOF SHEATHING PLAN BM PER PLAN JST PER PLAN ROOF TRUSS PER PER DIAPHRAGM I D APHRAGM NOTE#1 ON SOX x�P� Q O r :NOTE ON DWG SO.3 i PLYWOOD SHEATHING- •\ IMP PER PLAN Lu U ,{T/SHEAR BLK BOTH SIDES NAILED O 3' /�PLLApT�E � O.C.AT PANEL EDGES Y ~ PLATE - 9MPSON A34 JST TO PER PLAN m [2� C/D ROOF TRUSS 2%SHEAR BLOCK 3-SIDEI _I1 PLATE O 9.O.C.BTW N PER PLAN i FRAMING(TYP) 1 4 �}. GRIDS E k B 2X6 BLK EA TRUSS BAY w O C 16d NAILS 0 3'O.C. OR CONT BAND AT v G DBl 2X PLATE i(`. VP PER PLAN TRUSS BRG TRUSS END BY MFR 2%PLATES PER - - �? WT HORIZ.BRACE CONN PER LL LLI r 11J - PEAT A PUN .gyp PER PLAN DETAIL 7/S4.3 LL Q 66 J BEAM PER PLAN O En 3• LL.I L Q NOTE: \ Lo Z 1. SHEAR BLOCK SHOWN MAYO BE SUBSTITUTED WITH A PRE-MANUFACTURED LBS.D 4-�'0 BOL15\ SHEAR BLOCK CAPABLE OF RESITTING A RACKING SHEAR.OF I,200 LBS - LLI 2. WHERE HEIGHT OF BLOCK IS IIr OR LESS A CONVENTIONAL 2x BLOCK MAY BE SUBSTITUTED,KEEP BOTTOM 2x BLOCK AS SHOWN. 9 SHEAR BLOCK DETAIL A HORIZONTAL BRACE LT !nl ROOF/TRUSS SECTION 523 KALE:1•=1'-0•. .. - - S22 SCALE NOT TO SCALE - - - =1'-0' TITLE: EF FLAT ROOF FRAMING DETAILS Y BACKING BAR TO DIAPHRAGM PER REMAIN.FILLET PLAN i 2Y,'MIN BRG LENGTH(TYP) WELD BACKING DIAPHRAGM EN OFFSET JST AS REQ'D FOR BAR TO FLANGE PROPER BEARING PLATE 1 B 1 1 2 SHEAR PLATE W/A325 TC [FILL FIELD2-16d DIRECT EA.END ,1 B 1 1 2 FORM DECK BOLTS AS REQUIRED PER PENETRATION - - 2x BILK EA.JST BRG PER PLAN DESIGN SHEAR GROOVE WELD O JST PER PLAN—, DATE ISSUED: ter' EER PLAN 3.. I (�,BOTTOM 11-18-2008 P I • I TOS A. REVISIONS: T.OS, PER PEE O O _ PER 0 �i 00 TOP PLATEPPAN Typ 0 SIMPSON H2.5 AT TO PLATE EA.JST I JOIST PER PLAN I MOMENT FRAME STIFF,PLATE(AT LEAST)V DRAWN BY: i BEAM PER PLAN BEAM PER PLAN THICKER THAN BEAM RANGE) KEP SHOP WELDED TO COLUMN REMOVE BACKINGFLANGEI d:WEB WITH FULL ABcM PROJECT/A: BAR,BACKGOUGE 'STOP WELD PENETRATION GROOVE WELDS OR FILLET WELDS AS REQUIRED 1203-21 REWELDROOT AROOT SS& MOMENT FRAME AS - DRAWING NO.: • _ PER SCHEDULE - 7 JOIST BEARING ON BEAM DETAIL �41 MOMENT CONNECTIONMIEAK AXIS) 1 FiAT ROOF_PERIMETER 52.1 SCALE: 1'=T_p• 52.1 SCALE: 1•=1'-D• - I2.3 SCALE: 1•.`=1'-0• S 4 4 OF M H -4 v3 .4 77 �g U } 2D J N Q .LUG C) V., U o z Wckf dill 00 9 cn • — VS moo = s awe` o r z J w= MCD N Tn 2 Z p Q w i- J SLOPE ROOF Q FLAT ROOF DIAPHRAGM.PER PLAN U m IBM 4 - - DIAPHRAGM PER CONT.2X PUN CUT TO PROFILE ' PLAN DIAPHRAGM EN (n V) z ( Lu LLLl . - JST PER PLAN PLAN TRIES PER 0 Cn O rNmLLJ z = LLi Q _ �� J(n ~ 9MPSON A34 J5T TO PER PLAN C)_ U m L✓ N PLATE O 9'O.C.BTW W Z w O Lo Q GRIDS E�B 2%6 BLX EA TRUSS BAY C DBL 2%PLATE OR CONT BAND AT N Q U U Lo C PER PLAN TRUSS BRG TRUSS END BY MfR CL� r CONN PER Lo L 0 Y m DETAIL 7/54.3 o . - BEAN PER PLAN Q O w Lo Q Cn Lu SL zg Q z Z y 2 FLAT ROOFnR=SECTION Q ~ a � ` 523 SCALE:1'=Y-0' ... N LLJ - TITLE: FRAMING DETAILS FLAT ROOF DIAPHRAGM PER (t. PLAN DIAPHRAGMIL EN 2-16d DIRECT EA ENO 2x BLK EA.JST BRG + - JST PER PLAN DATE ISSUED: �, - - - 11-18-2008 REVISIONS: TOP PLATE PER - PUN .. • SIMPSON H2.5 JST TO PLATE EA.JST ' DRAWN BY: KEP A&M PROJECT#: 1203-21 • - DRAWING NO.: t FLAT ROOF PUMETER 523 SCALE 1'=1'-O' S4 . 5 _. _ y •_ i V ' . : �� ; . . .� _ _ �� .. _ , . �� . . � _� . , . . ,, _ : .� ,� . . , z . . . . o� 1zbb_ ZONING SCHEDULE ZONING SCHEDULE . " ZONING DISTRICT: HB (BUSINESS DISTRICT) ZONING DISTRICT: RD-1 (RESIDENCE D-1) ITEM REQUIRED ITEM REQUIRED ZONE 2� "~ ' MIN. LOT FRONTAGE 20' MIN. LOT FRONTAGE 20' MIN. LOT AREA 40,000 s.f. MIN. LOT AREA 87,120 s.f. MIN. LOT WIDTH 160' MIN. LOT WIDTH 125' MIN. FRONT SETBACK 100, MIN. FRONT SETBACK 100' � ) MIN. SIDE SETBACK 30' MIN. SIDE SETBACK 10' Mx j MIN. REAR SETBACK 20' MIN. REAR SETBACK 10' 66 � MAX. BUILDING HEIGHT 30'/2 STORY MAX. BUILDING HEIGHT 30'/2 STORY $�PG' TOWN OF BARNSTABLE ;;�. „" P g• 6 ASSESSORS MAP 253 •" PROTECTION OVERALY DISTRICT ` PARCEL 17X-1 IN H WELLHEADII _ '` ENTIRE PROPERTY IS LOCATED WITH THE 3 �. � �� '� � ' � LOCUS ENTIRE PROPERTY IS LOCATED WITHIN A DEP APPROVED ZONE 2. " WF#45 -. ■■ v ' a, N/F N N l WF#44 TOWN OF BARNSTABLE Z Z Im ' ASSESSORS MAP 253, PARCEL 17X-4 0 m m LOCUS MAP r N/F ? N SCALE 1" = 1000' JWF#43 nTOWN OF BARNSTABLE ASSESSORS MAP 253, PARCEL 17X-2 i ? c� r SHALLOW POND wF#42 m N Z r a8+0 m � r _ WF#41 S14015'30"W 639'±TO EDGE OF WATER PER P.B.628, PG. 66 RD-1 ZONE — 10117#26 — 619.87'TO CALCULATION LINE HB ZONE MAP 253, 1 / PARCEL 19B EDGE OF BORDERING VEGETATIVE WF#4� / 1 r WETLANDS PER P.B. 628, PG.66 cu l �` WF#39/ N "�p , N EDGE OF WATER WF#23` F#30 #3� PER P.B.628, PG.66 WF#38 / Z ASSESSORS / � 2 r VHF#32 39 tab 5 WF#37 J � °% MAP 253, PARCEL 19T & 19B r 1 hereby certify that the lot corners, dimensions, and `NF � �F WF#36,_�� ~/N 0 87,470±S.F. UPLAND 1 /g9 setbacks to the existing foundation as shown on this """` ( ) �0 Ian are correct and were based on a field instrument WF#22 / �� 11,973±S.F. (WETLAND) r p WF#21�. 99,443±S.F. (TOTAL) 32.00' / survey. Conformance to the Town of Barnstable % 2.28±ACRES (TOTAL) 514°15'29"VV By-Laws and Regulations shall be determined by the WF#20\ / �c' S14°15'29"W 155.73' _ S75°46'20"E S75°44'31"E r r WF#18 REMAINS OF V o ^` 25.00' / 25.00' 32.00' Zoning Enforcement Agent. WF#19~`.— CONCRETE BLOCK / o c+, / N75°46'20'W FOUNDATION 6 _ I WF#17 WF#16` / S14°15 9"V1l 89 54 — S14°15'30"W S15°41'07"W I r WF#15 % p 277.22' co 56.43' 7 �r WF#14 °420� o s \ 503 O EDGE$pG 66 1 ��� 20.0' N 30.0 a) 1 JOHN!. CP 1�0rp1Rp g g2 CIV CHU CHILL JR. _ N Q M � �o .48 6 b -10.0 30.0' p Fs 0j 10.0' b 20.0' N 30.0' En 0 o 25.0' i S A. ASSESSORS MAP 253 PARCEL 16 WF#11 r0 jQ�\� 96,814±S.F. (UPLAND) , #1555 o r J ) NAME: JOHN L HURCHIL JR., P.L.S. WF#10 < �` 5,230±S.F. (WETLAND) o EXISTING FOUNDATION 5.0' !,u / q 'L ^' M N Z �l DATE: NOVEMBER 20, 2012 102,044±S.F. (TOTAL) N N _cam p WF#9 OZ 2.34±ACRES(TOTAL) cn � io_ r Q Q' , 10.0'r'- 50.0' 30.0' 30.0' 20.0' co / r �„ oa REG: COMMONWEALTH OF MASSACHUSETTS PROFESSIONAL LAND SURVEYOR WF#8 0 0 �00.2• r REGISTRATION#48066 � WF#7 WF#6 � o �. WF#5 - EDGE OF WATER 30.0' B. \ ) WF#4 PER P. r 628, PG.66 ` / , Ci �0 � +0 v !�- 493.86'TO CALCULATION LINE 1 r N S14015'30"W 496'TO EDGE OF WATER 7 O 0 SHALLOW POND i WF#3 PER P.B.628, PG.66 / m m WF#2 N/F r SIDE LAKE REALTY, LLC ASSESSORS MAP 253, PARCEL 15 WF#1 , --- , r FOUNDATION z / AS-BUILT PLAN n° o °a-o'�P r � 2 92+0 AT Tr 1555 IYANNOUGH ROAD / ASSESSORS MAP 253, PARCEL 16 r NOTES: Legal Description-1555 lyannough Road(Map 253, Parcel 16) W 4, IN 0 0 / r HYANNIS, MASSACHUSETTS 1. LOCUS IS SHOWN AS PARCEL 16 ON BARNSTABLE ASSESSOR'S MAP 253 The land with buildings and improvements thereon located on the southerly side of lyannough Road N r (1555 IYANNOUGH ROAD). (State Route 132)in Hyannis,Barnstable County, Massachusetts,being the parcel of land shown as ,T © r BARNSTABLE COUNTY Lot 2-A on a plan entitled:"PLAN OF LAND#1555&1575 ROUTE 132 IYANNOUGH ROAD IN / 2. OWNER OF RECORD (PARCEL 16)(1555 IYANNOUGH ROAD): HYANNIS MASSACHUSETTS(BARNSTABLE COUNTY)A/N/R PLAN,NOVEMBER 19,2008", FLOYD J. SILVIA, TRUSTEE OF SIXTY NORTH STREET REALTY TRUST prepared for:Brown,Linquist, Fennucio&Raber Architects, Inc.,and prepared by BSC Group,349 r (UNDIVIDED 55% INTEREST) Route 28, Unit D,W.Yarmouth, Massachusetts 02673,recorded with the Barnstable County Registry r REVISIONS: IN STREET of Deeds in Plan Book 628,Page 66 and more particularly bounded and described,according to said 30 1284A MA PO BOX 4IN plan,as follows: �93+0 No. DATE DESC. OSTERVILLE, MA 02655 Beginning at a r d point on the Southerly side of State Highway known as Route 132(lyannough Road) (DEED BOOK 23358, PAGE 25) � and at the northwesterly comer of the premises;thence running; N � jr AND South 62°17'37"East,one hundred fifty-four and 23/100(154.23)feet;thence running ^ ° " M O ROSE CAPEWAY, LLC South 14 15 30 West,four hundred ninety six and 00/100(496)feet, more or less,to Shallow Pond c co Q/ PREPARED FOR: (UNDIVIDED 45% INTEREST) thence running -Jr FLOYD J. SILVIA, TRUSTEE OF SIXTY 1284A MAIN STREET U/ PO BOX 430 Southwesterly by Shallow Pond,as shown said plan,thence running NORTH STREET REALTY TRUST OSTERVILLE, MA 02655 r CV AND (DEED BOOK 23358, PAGE 25) North 3042'00"West,one hundred ten and 00/100(110)feet, more or less,thence running / ROSE CAPEWAY, LLC 3. PLAN REFERENCES: North 15°41'07"East,two hundred seventy seven and 22/100(277.22)feet,thence running '_"94+0 PREPARED BY: PLAN BOOK 628, PAGE 66 North 62°17'37"West,fourty and 00/100(40.00)feet,thence running / 1952 STATE HIGHWAY LAYOUT 3954 JC ENGINEERING INC. PLAN BOOK 441, PAGE 63 North 14°15'29"East,one hundred fifty five and 73/100(155.73)feet,thence running PLAN BOOK 254, PAGE 2 2854 C RAN B E RRY HIGHWAY South 75°46'20"East,twenty five and 00/100(25.00)feet,thence running / EAST WAREHAM, MA 02538 4. WETLANDS DELINEATED BY BSC WETLAND SCIENTIST, NORMAN W. HAYES,PWS ON FEBRUARY 7, 2006 AS PER PLAN BOOK 628, PAGE 66. North 14*15'29"East,eighty nine and 54/100(89.54)feet,thence running r 508-273-0377 5. PROPERTY IS LOCATED WITHIN FLOOD ZONE "B" & "C" AS DESIGNATED BY North 75°44'31"West,twenty five and 00/100(25.00)feet,thence running / DATE: NOVEMBER 20, 2012 FEMA FLOOD INSURANCE RATE MAP COMMUNITY-PANEL 250001 0005 C, MAP North 14015'29"East,thirty two and 00/100(32.00)feet,thence running r REVISED AUGUST 19, 1985. / FIELD: GK/CB South 75°44'31"East,thirty two and 00/100(32.00)feet,thence running 1 — MHB/LP(FND) CALC./DESIGN: MCP 6�4p, r 9g+o North 14°15'30"East,fifty six and 43/100(56.43)feet to the point of beginning. GRAPHIC SCALE DRAWN: MCP N27 ,� Lot 2-A contains 2.34 acres,more or less,according to said plan. 40 0 20 40 80 160 E —� CHECK: JLC Together with all rights,privileges and easements connected therewith and subject to restrictions and 200 Q 001 � JOB NO: 2207 easements of record and are hereby conveyed subject to any building and zoning bylaw requirements which may be in force and applicable. ( IN FEET ) i 1 inch = 40 ft. MHB/LP(FND) SHEET 1 OF 1 0/2.13/z ZONING SCHEDULE ZONING SCHEDULE ZONING DISTRICT: HB (BUSINESS DISTRICT) ZONING DISTRICT: RD-1 (RESIDENCE D-1) ITEM REQUIRED ITEM REQUIRED ZONE 2 MIN.LOT FRONTAGE 20' MIN. LOT FRONTAGE 20' s ( y {z# d MIN. LOT AREA 40,000 s.f. MIN.LOT AREA 87,120 s.f. vttt �refi My, "" ,fr MIN. LOT WIDTH 160' MIN. LOT WIDTH 125' 00 MIN. FRONT SETBACK 1 ' MIN. FRONT SETBACK 100' MIN. SIDE SETBACK 3V MIN. SIDE SETBACK 10' ` MIN. REAR SETBACK 10' N F IN. EAR SETBACK 20 ! M R r0 MAX.BUILDING HEIGHT 30 /2 STORY MAX.BUILDING HEIGHT 30 /2 STORY P TOWN OF BARNSTABLE } g2,8, . P$• ASSESSORS MAP 253 ix5ez Fx• ,`, # ENTIRE PROPERTY IS LOCATED WITHIN THE WELLHEAD PROTECTION OVERALY DISTRICT PARCEL 17X-1 ' ENTIRE PROPERTY IS LOCATED WITHIN A DEP APPROVED ZONE 2. WF#45 �� 3 � �� �,� � }���•r� � �,< N/F WF#44 TOWN OF BARNSTABLE '—' Z Z � lm / P t ASSESSORS MAP 253, PARCEL 17X-4 n m m LOCUS MA t F#43 N/F q N SCALE 1" = 1000' TOWN OF BARNSTABLE i ASSESSORS MAP 253, PARCEL 17X-2 < ? 0 f SHALLOW POND wF#42 m usz 1 0 m WF#41 S14015'30"W 639t TO EDGE OF WATER PER P.B.628, PG.66 RD-1 ZONE / WF#26 {tiF �'— 619.87'TO CALCULATION LINE HB ZONE253, 1 PARRc 9B 4_- EDGE OF BORDERING VEGETATIVE W WF#4 1 1 I WETLANDS PER P.B.628, PG.66 i/ / O/ N WF#39� / N p 1 a'o TM 1 EDGE OF WATER 1 � N `�WF#30 #3� PER P.B.628,PG.66 WF#38 � % : �► ASSESSORS WF#23`` �,..WF F#t32 w w io J ` 1 s W � 33 F# 5 WF#37 ,,• �I4 M MAP 253, PARCEL 19T& 19B /89+0 I hereby certify that the lot comers, dimensions, and W� / tiw 0 87,470t S.F. (UPLAND) / setbacks to the existing foundation as shown on this .� �� / Z S 11,973t S.F. (WETLAND) plan are correct and were based on a field instrument 99,443t S.F. (TOTAL) 32.00' / survey. Conformance to the Town of Barnstable WF#21 / 2.28t ACRES(TOTAL) S14°15'29"W By-Laws and Regulations shall be determined by the WF#20\_+ REMAINS OF / - S14°15291N 155.73' 25 r� S75°462' 0�� S7504432 00 ,31"E WF#18 c.� / � . Zoning Enforcement Agent. / I CONCRETE BLOCK N75-46-20-W WF#19 1 FOUNDATION6 ° I WF#17 WF#16``� / S15°41'07"W I w S14°15 99.54' S14°15'30"W WF#14 , p"fc ��cR 56.43' x or r„xSSRCG�F Q3°424 OF�P g %�� 30.0' y S pG-6 20.0 rn JOHN L. 10.,E C 6 g2 0 j CHU CHILL dR. _ .48 6 1 PERP O 1 O o �� 9l 10.0F 30.0' ° j� �0 �s G� 10.0' 0 20.0' N 30.0' o c 25A' t � � S ASSESSORS MAP 253 PARCEL 16 \. WF#11 N �p��� 96,814t S.F.(UPLAND) / o #1555 p 1 .� 0 NAME: JOHN L HURCHIL JR., P.L.S. 5,230t S.F.(WETLAND) =v O WF#10 ��,"ry o EXISTING FOUNDATION 50 M ,� (V W DATE: NOVEMBER 20,2012 102,044t S.F.(TOTAL) kill Q 2.34t ACRES(TOTAL) <„ .-4 o ,�` o Q 3 WF#9 2 - / �C REG: COMMONWEALTH OF MASSACHUSETTS 30.0' 30.0' 20.0' co / ` $ 50.0' v� �. Co p PROFESSIONAL LAND SURVEYOR / REGISTRATION#48066 0 0 WF#7 WF#6 �f 00 2' WF#5 EDGE OF WATER 30.0 , PER P.B.628, PG.66 \ ) WF#4 M 191+0 1 ! - 493.86'TO CALCULATION LINE ! o N S14015'30"W 496'TO EDGE OF WATER y O Z SHALLOW POND r WF#3 PER P.B.628,PG.66 m m i WF#2 N/F SIDE LAKE REALTY,LLC I ASSESSORS MAP 253, PARCEL 15 WF#1 FOUNDATION / i o w I AS-BUILT PLAN r T5 OU 92 155 IYANNOUGH G H ROAD ASSESSORS MAP 253, PARCEL 16 NOTES: Legal Description-1555 Iyannough Road(Map 253,Parcel 16) IN W W HYANNIS, MASSACHUSETTS N 1. LOCUS IS SHOWN AS PARCEL 16 ON BARNSTABLE ASSESSOR NO"S MAP 253 The land with buildings and improvements thereon located on the southerly side of lyannough Road / I 1 (1555 IYANNOUGH ROAD)_ (State Route 132)in Hyannis,Barnstable County,Massachusetts,being the parcel of land shown as _ f BARNSTABLE COUNTY Lot 2-A on a plan entitled:"PLAN OF LAND#1555&1575 ROUTE 132 IYANNOUGH ROAD IN / 2. OWNER OF RECORD(PARCEL 16)(1555 IYANNOUGH ROAD): HYANNIS MASSACHUSETTS(BARNSTABLE COUNTY)A/N/R PLAN,NOVEMBER 19,2008", FLOYD J.SILVIA,TRUSTEE OF SIXTY NORTH STREET REALTY TRUST prepared for.Brown,Linquist,Fennucio&Raber Architects,Inc.,and prepared by BSC Group,349 (UNDIVIDED 55/o INTEREST) o Route 28,Unit D.W.Yarmouth,Massachusetts 02673,recorded with the Barnstable County Registry / REVISIONS 1284A MAIN STREET of Deeds in Plan Book 628,Page 66 and more particularly bounded and described,according to said / PO BOX 430 plan,as follows: �19-3+0 No. DATE DESC. OSTERVILLE,MA 02655 I Beginning at a point on the southerly side of State Highway known as Route 132(lyannough Road) (DEED BOOK 23358,PAGE 25) and at the northwesterly comer of the premises;thence running; Ju /M N ^ 1 O AND South 62°1 T37"East,one hundred fifty-four and 23/100(154.23)feet;thence running ^ Z' /` ROSE CAPEWAY, LLC South 1401530"West,four hundred ninety six and 00/100(496)feet,more or less,to Shallow Pond co J o thence tannin v� � � PREPARED FOR: (UNDIVIDED45/o INTEREST) 9 FLOYD J. SILVIA, TRUSTEE OF SIXTY 1284A MAIN STREET PO BOX 430 Southwesterly by Shallow Pond,as shown said plan,thence running 0/`y NORTH STREET REALTY TRUST CV OSTERVILLE MA 02655 ' North 3042'00"West,one hundred ten and 00/100(110)feet,more or less,thence running AND (DEED BOOK 23358,PAGE 25) ROSE CAPEWAY, LLC North 15°41'07"East,two hundred seventy seven and 22/100(277.22)feet,thence running 3. PLAN REFERENCES: PLAN BOOK 628,PAGE 66 North 62°17'37"West,fourty and 00/100(40.00)feet,thence running �94+0 PREPARED BY: 1952 STATE HIGHWAY LAYOUT 3954 / JC ENGINEERING' INC. PLAN BOOK 441, PAGE 63 North 14°15'29"East,one hundred fifty five and 73/100(155.73)feet,thence running PLAN BOOK254,PAGE z 1 2854 CRANBERRY HIGHWAY South 75°46'20"East,twenty five and 00/100(25.00)feet,thence running / EAST WAREHAM, MA 02538 4. WETLANDS DELINEATED BY BSC WETLAND SCIENTIST, NORMAN W.HAYES, PWS ON FEBRUARY 7,2006 AS PER PLAN BOOK 628, PAGE 66. North 14°1629"East,eighty nine and 54/100(89.54)feet,thence running 508-273-0377 5. PROPERTY IS LOCATED WITHIN FLOOD ZONE "B" & "C" AS DESIGNATED BY North 75044'31"West,twenty five and 001100(25.00)feet,thence running / DATE: NOVEMBER 20,2012 FEMA FLOOD INSURANCE RATE MAP COMMUNITY-PANEL 250001 0005 C, MAP North 1401629"East,thirty two and 00/100(32.00)feet,thence running REVISED AUGUST 19, 1985. South 75°4431"East thirtytwo and 00/100 32.00 feet,thence running I _ / FIELD: GK i CB ( ) MHB/LP(FIND) •` --.., t70 � CALC./DESIGN: MCP 6� , North 14°15'30°East,fifty six and 43/100(56A3)feet to the point of beginning. GRAPHIC SCALE 95f0 Lot 2-A contains 2.34 acres,more or less,according to said plan. 40 0 20 40 80 160 N27°4223E DRAWN: MCP '''6 6 -�.,. _f330p� CHECK: JLC Together with all rights,privileges and easements connected therewith and subject to restrictions and 20p 00' JOB NO: 2207 easements of record and are hereby conveyed subject to any building and zoning bylaw requirements ` which may be in force and applicable. IN FEET \ 1 inch = 40 ft. MHB/LP(FND) SHEET 1 OF 1