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0213 OCEAN STREET (14)
1 � o• � a a n t a k, I PROJECT Ec`c- NAME: � ���rvt f TS C,CL Yti1E'►.��5 ADDRESS: PERMIT# �GZ—�t bS PERMIT DATE: �g S - - 19905 I LARGE PLANS ARE TILED IN: BANKERS BOX 3 FILED ALPHABETICALY BY STREET I INFORMATION SHEET FILED IN STREET FILE I i i q/wpfiles/forms/archiveBANKER.SBOX 2�7 ,r 'f TOWN OF BARNSTABLE SIGN PERMIT PARCEL ID 326 035 GEOBASE ID 24001 ADDRESS 213 OCEAN STREET PHONE HYANNIS ZIP - LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 38194 DESCRIPTION HYANNIS HARBOR HOTEL PERMIT TYPE BSIGN TITLE SIGN PERMIT CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: $100.00 IN BOND $.00 CONSTRUCTION COSTS $.00 753 MISC. NOT CODED ELSEWHERE *. BAAN3TABLE. MASS. i639. ED Ml�►I BUYLDI G DIVI:IO D �' gtT Ar, 1QA/1999 EXPIRATION DATE `� htA8.9. 9g3e i639. ® Building Division a rEC Mp'�s 367 Main Street,Hyannis MA 02601 Office: 508-8624038 Ralph Crossen Fax: 508-790-6230 Building Commissioner Tax Collector Treasurer '( ` , Application for Sign Permit Applicant: V-�2)DC)?-V IfQ-k ��125� (�,�;, Assessors No. ��� Doing Business As: �� ti�r1�11 to cz`ice \ - � Telephone No, -7 1�1 e-/cl2 Sign Location / Street/Road: l 3 . �-�1G� — V-'k Zoning District: Old Kings Highway? Teo Hyannis Historic District? Ye No Property Own r Name: `�t/�Q\00QVtl �l��S ��j Telephone: S� C1C(Z (�3 Address: a l3 �C-e�N S 1 \fit 1� �Cl (1k Village: l�� �� �1�1\3 Sign Contractor A Name: �� Telephone: J 4' Address:65-1) d L1110 SA Village: 5c�D� Vz� �(lq_ C N' \ Description 0 -Z G 4. �. Please draw a diagram of lot showing location of buildings and existing signs with dimensions, location and size of die new sign. This should be drawn on die reverse side of this application. Is the sign to be electrified? Y '/N (Note.If yes, a mi ingpermitis required) I hereby certify that I am the owner or that I have the authority of the owner to make this application, that the information is correct and that the use and construction shall conform to the provisions of Section 4-3.of the Town of Barnstable Zoning Ordinance. C Signature of Owner/Authorized Agent: �Zr� Date: o� &� 1* �� Size: S S� aZ Permit Fee: /mod • o a S!� Sign Permit was approved: !� Disapproved: Signature of'Building Off' ci Date: Signl.doc rev.8/31/98 t I nnis ....... . .... a r o r *,kM NO VACANCY ............ E+HOTEL LOBB) PLYBd U= SImi, �°NNWill lCg1W11M® m. g/ ail eoa.aea-mt /� N OFFENDER �_,/IJBAR 46833 AIWM(1A "Mir ER .�R,/'NS ABLt CITY,ST`%2, IP CODE MV/MB REGISTRATION NUMBER • � O 11ANNASS. % / �i J3 MASS. �, CLJ L �ED MEN�♦' J W TIME AND ATE OF VIOLA VON / LOCATION OF V TION Z TICE OF 30 (A.M. P. N 9� a ,19 9G �iJyJ 9—:7 LLJ LAT10N SIGN RE F ENFOR)ING P N ENFORCI G D T. BADGE N0. LLJ l� o Cn TOWN I H EBY ACKNOWLEDGE RECEIPT OF CITATION X a DINANCE Unable to obtain signatu of of ,ntr. �v THE NONCRIMINAL FINE FOR THIS OFFENSE IS S 00. oo Date mailed o— W W YOU HAVE THE FOLLOWING ALTERNATIVES WITH REGARD TO DISPOSITION OF THIS MATTER.EITHER OPITON(1)OR OPTION(2)WILL OPERATE AS A FINAL a all CATION DISPOSITION WITH NO RESULTING CRIMINAL RECORD. w III You may elect to pay the above fine,either by appearing in person between 8:30 A.M.and 4:00 P.M.,Monday through Friday,legal holidays excepted, w before: The Barnstable Town Clerk,367 Main Street,Hyannis,MA 02601,or by mailing a check,money order or postal note to Barnstable Clerk, a P.O.Box 2430,Hyannis,MA 02601,WITHIN TWENTY-ONE(21)DAYS OF THE DATE OF THIS NOTICE. (21 It you desire to contest this matter in a noncriminal Droceeding,you may do so by making written request to DISTRICT COURT DEPARTMENT, FIRST BARNSTABLE DIVISION,COURT COMPOUND,MAIN STREET,BARNSTABLE,MA 02630,Att:21 D Noncriminal Hearings and enclose a copy of this citation for a hearing. 13)If you fail to pay the above offense or to request a hearing within 21 days,or if you tail to appear for the hearing or to pay any fine determined at the hearing to be due,criminal complaint may be issued against you. ❑ 1 HEREBY ELECT the first option above,confess to the offense charged,and enclose payment in the amount of$ Signature NAM OFFENDER Tf� BAR 4 6 8 3 5 OWN/OF ADDRESS 0 DE LLLPPPiiiLLL ARprSTABLE CITY,STATE IP ODE z TS ►C.. _ MV/MB REGISTRATION NUMBER xAx. . ; OF LJ �MASS. d a 167q. ED MA'I& OJ W TIME AND DATE OF VIOLAIION LOCATION OF VI ON W JOTICE OF �7/(A.M. ON D— 19 SIGNA FORCINGPERSO ENFORCING DtPT BADGE NO. LLI /IOLATION 0 )F TOWN ~ I EBY ACKNOWLEDGE RECE O ITATION X a )RDINANCE` Unable to obtain signature f offende THE NONCRIMINAL FINE FOR THIS OFFENSE IS S ~ Date mailed — Od w )R YOU HAVE THE FOLLOWING ALTERNATIVES WITH REGARD TO DISPOSITION OF THIS MATTER.EITHER.OPITON(1)OR OPTION(2)WILL OPERATE AS A FINAL a DISPOSITION WITH NO RESULTING CRIMINAL RECORD. LU REGU L TIN 111 You may elect to pay the above fine,either by appearing in person between 8:30 A.M.and 4:00 P.M.,Monday through Friday,legal holidays excepted, W before: The Barnstable Town Clerk,367 Main Street,Hyannis,MA 02601,or by mailing a check,money order or postal note to Barnstable Clerk, P.O.Box 2430,Hyannis,MA 02601,WITHIN TWENTY-0NE(2u desire to contest this matter in a noncriminal PP1I DAYS OOFyyTHE DATE OF THIS do so NOTICE. ( T. FIRSTIf BARNSTABLE DIVISION,COURT COMPOUND,MAIN STREEedin Te BAR NST ABLE,ou MAO2630,Att21DNo criminal written Hearings auest to nd encl sSTRICT COURT copy of this citation for a hearing. 13)If you fail to pay the above offense or to request a hearing within 21 days,or if you fail to appear for the hearing or to pay any fine determined at the hearing to be due,criminal complaint may be issued against you. ❑ 1 HEREBY ELECT the first option above,confess to the offense charged,and enclose payment in the amount of$ Signature NAM FFENDE TOWN `/F A ORE S OF O o . BAR 4 6 g 3 4 e' T tBLE �I .s T BARNS ZIP CODE101-7 �� O / `_ MV/MB REGISTRATION OF NUMBER IIAN\\TABIY., � fo •� -oo w a T E DATE OF VI 10 NOTICE OF /P.M.)ON _ 19 / LOCATION OF VI ION 9 SIG E ENFQRCING P S �p IZy VIOLATION ENFGRGNG BADGE NO. W. F TOWN I REBY ACKNOWLEDGE RECEIP CITATION X co 0 RDINANCE 0 Unable to obtain Si gnat a of ffender. W R Date mailed ��— �G THE NONCRIMINAL FINE FOR THIS OFFENSE IS YOU HAVE THE FOLLOWING ALTERNATIVES WITH REGARD TO DISPOSITION OF THIS MATTER.EITHER OPITON(1)OR OPTION(2)WILL OPERATE AS A FINAL a EGULATION DISPOSITION WITH FOLLOWING RESULTING CRIMINAL RECORD. Ed b Yau may elect to pay the above fine,either by appearing in person between 8:30 A.M.and 4:00 P.M.,Monday through Friday,legal holidays excepted, w before: The Barnstable Town Clerk,367 Main Street Hyannis,MA 02601,or by mailing a check,money order or postal note l Barnstable Clerk, P.O.Box 2430,Hyannis,MA 02601,WITHIN TWENTY-ONE(2p1)DAYS gOFyTHE DATE OF THIS NOTICE. Q F1CL S1 IfT BARN STABLE DIVISION,COURT COMPOUND,MAIN STREET BARNSTABLE,M ou E, do so by making written request to DISTRICT COURT DEPARTMENT, fora hearing. A02630,131 if ytt21D eoncriminalHearingsandencloseacopyofthiscitation her you fail to pay the above offense m y request a hearing within 21 days,or if you fall to appear for the hearing or to pay any fine determined at the hearing to be due,criminal complaint may be queued heating you. ❑ I HEREBY ELECT the first option above,confess to the offense charged,and enclose payment in the amount of E Signature '"" •` The Cuinnio n+'ealth of Atassachweas Department of Industrial Accidents iiw ,1 kt 8XICBOJIDYCS��d110dS ' 60# !1 irshh,11tnn Sre 02111 Workers' Compensation Insurance AMdavit .Aaic—ni information= Please PR1NT1 Mir ' nnme• Remington Hotel Corporation . tecadnn• 213 Ocean Street clay Hyannis nhone f 1 am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity ME l am an emplover providing workers' compensation for-my employees working on this job. cmmnnny nnme• Disaster Specialists nddrete• 9 Jan Sebastian Way ' cih•- Sandwich. . Rhone (508)888-1113 Ir1�ttMttr�rn Kemper noffi1•a 3BY-001289-01 1 am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who h.- the following workers' compensation polices: comma\'n•tmc• -- address! �citX, nhone 0- insurnnee co nelic�•ll l:•. !r•: ""-�;._.. —• '.. .•cm✓r•o:«•.a�'�".+'�'?':T�tR^sr'"1�'vr' _ '�av�A�J�07°q'a►�'rai%„"'.T�3.'SYX?'"•-'•"s.�:""�Y..e�s�!!�^' ritimnanv name: - - addrese• city: phone k insurtnre co noiicv 1f _ ;Attach additidnal•sheet if tieeessa :-.Y,a:-a,_.,;...trr.+r..T� t• .µ.:,y ,. �. _�+. --^--- — .. �""t'`'^�'t^ Failure to secure coverage as required under Section 25A of AlGL 152 can lead to the imposition oieriminal penalties of a rise up to S1.500.00 and/a, use rears'imprisonment as well as civil penalties in the form of s STOP WORK ORDER soda litre of S100.00 a day against me. I understand that a copy of this statement mad•be forwarded to the O1Tice of Investiguioas.of the DIA for coverage verification. !do berebr c !fj• aria rile pairs nd penalties ojperjurp thm the iajomodwr pnvrided abow is titre and correct: 5/16/96 Signatu ate Print name Richard J. Lennox Preside onef! (508)888-1113 MM oMciai use only do not write in this area to•be completed by city or tows oiltcial ltern it/lleense/ 70i�ulding7Dqmclay or town: �l.1censincheek if immediate response is required ❑Selectme(311csith Dcontact pcnon• phone N; mother '�:^./:4t �'\:�aRif%•: :•i, t '� ;" :t. !•. +';t:htv\)7' 6 I �� 't� � A :{� 'V d J-v�.�•�- { w' y:v. v `;�' {•',•��:,{.��•. '-'7, vy: I .•,t .i _ •A r. i• < I tI'-�t ) •� - /�.t! t It is<It1 G'17 r�'s.►a.L.i6f�rl�t'vL�t'.+s>r: ''J4��rtirP.L�'r'� 7 � .:r i. 4 . � �fi r .:S S�•:.i�.. h .•, `, t` <K' �MMANW DEPART-MENT OF PUBLIC SAFE 'TIEASHEORTONPLACE _ Liltowtvh ►r.�z.ir��, r . OF M�assvAssans slats,YdNlr� 'JACHUSETTS " OSTON�MA 02108 Y Cam Is aenr•/ortwlrMl - = �. , , - 1 LICENSE `� tAltltO«te�. CONSTR, SUPERVISOR CAUTION EXPIRATION DATE . 994. FOR PROTECTION AGAINST • EFFECTIVE DATE LIC-NO. RESTRICTIONS:; ; ' THEFT, PUT RIGHT THUMB :NONE :� ►. . _; 03/01/1994 055731 PRINT INAPPROPRIATE { gICNARD: J4-LENNOX 14 FREEDOM RD , FORESTDALE MA 02644 L�E PHOTO(BLASTING OPR ONLY) Filb 0 00 •• - FEB �a 'YY+ NOT VALID UNTIL SIGNED BY LICENSEE AND OMCWIY HEIGHT: A"" D sIG TORE 0 THE COMMISSIONER THIS DOCUMENT MUST BE CARRIED ONTHE PERSON40 SIGNATU OF LICENSEE, 1 THE HOLDER WHEN EN•� 4-e OTHERS•RIGHT THUMB PRINT -GAGED-I.N`THISOCCUPATIO. ISSIONER _ ..a+.+,c•-.w- =� �iC.,vl�,-ti, .^••+a��, _,a....uM+,r r-.—:c` '..... .�, . r IMETp The Town of Barnstable BARNMBLE.g Department of Health Safety and Environmental Services MASS. 1639. N0 plEDMP�> Building Division 367 Main Street,Hyannis,MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Type of Inspection ���� ' Location f!f) QU OAA (Q� Permit Number I J Owner Builder `'% One notice to remain on jobsite, one notice on file in Building Department. The following items need correcting: �jj N J w Please call: 508-790-6227 for reeinspection. Inspected by Date �- `oFINE The Town of Barnstable BAE. Department of Health Safety and Environmental Services MASS. 16" �0 ►Fo,,,�, Building Division 367 Main Street,Hyannis, MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Type of Inspection (3��� Location 1,R dceV'/- _ Permit Number Owner L�'-�Vtaj—Builder l St OA, One notice to remain on jobsite, one notice on file in Building Department. , J E The following items need correcting: � I Olt � ����G�. i av�--� l 3 Please call: 508-790-6227 for reeinspection. Inspected by Date �- I �THE tEM p� • � . The Town of Barnstable 9�'Ar16;o�A``� Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph M. Crossen Fax: 508-790-6230 Building Commissioner July 25, 1996 Ned Delk Re 'onal Vice President 11 7 Iyanou Road, Route 132 Hyannis, M. 02601 SPR-69-96 Hyannis Harborview Resort Parking Lot, 213 Ocean Street, Hyannis, (326/035). Dear Mr. Delk, The above referenced site plan was reviewed at the July 25, 1996 meeting of Site Plan Review Committee and deemed approved and forwarded to the Zoning Board of Appeals with the following condition: • Site Plan Review approval is for one (1) year and forwarded to the Zoning Board of Appeals with the following condition: removal of the "One Way" arrow on Ocean Street between the "Exit" and "Enter Only" signs (SE corner of lot). Please be informed that a building permit is necessary prior to any construction. Upon completion of all work, the letter of certification required by Section 4-7.8 (7) of the Town of Barnstable Zoning Ordinances must be submitted. Should you have any questions, please feel free to call. Respectfully, i Ralph M. Crossen Building Commissioner i •3 oZ Parcel 0 3 S� enit# Map Conservation Office(4th floor)(8:30-9:30/1:00- 2:00)4�26 % Date Issued J �� Board of Health(3rd floor)(8:15 -9:30/1:00-4:45 �d/��,1ffil pee SS. Engineering Dept. (3rd floor) House# . 2 /;3�i d iKE rpq. AMOM } co M THE 19 ] 1a 0$T'0 CON3T!'iUGZ70 en� TOWN OF BARNSTABLE Building Permit Application Project Stre dd s 0 /3 L�C oa1J ST 2 Village A y waw j OwAter ►+��-�o� tA4t i Address O2,-Le.ewaz Telephone :?I fir_ (7 pia -�2 7 Permit Request ke-on, C) iy' L 'To ` e -A I ST",n➢ls- ib C; C9t v lr- ";V�j !J.�1+ r First Floor square feet Second Floor square feet Estimated Project Cost $ � Zoning District Flood Plain Water Protection Lot Size Grandfathered? Zoning Board of Appeals Authorization Recorded Current Use 1A c{e 1/ C-o,,CC e_�,a t z- C e-'�e r Proposed Use Construction Type LA- Commercial Residential Dwelling Type: Single Family Two Family Multi-Family Age of Existing Structure N Basement Type: Finished Historic House N 0 Unfinished t_ Old King's Highway N O Number of-Baths No.of Bedrooms Total Room Count(not including baths) First Floor Heat Type and Fuel O i t /& ) f C-, Central Air / Fireplaces NJ 0 Garage: Detached N t Other Detached Structures: Pool :- N 7/ O y� Attached Barn .`J None Sheds ,'j 0 Other N 0 Builder Information r ? 1 s L e iy r io l Telephone Number 5�` _ 50^ 1113 Name®I;S�Sa e-fl� �c�a �S•� � �►ra; Address Z3-P-' wn'i 's:,;D • License# 025S731 S C*x., 0- ��,��;1 ,�I AD U� Home Improvement Contractor# f~0&6 �/� y ,�,��::, tl n _ 0�ti`L . Worker's Compensation# �� &, `- NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE BUILDING PERMIT ENIED FOR THE FOLLOWING REASON(S) ✓ FOR OFFICIAL USE ONLY P)iMIT NO. s , DATE ISSUED P/PARCEL NO. ADDRESS' VILLAGE r WNER ! ► a DATE OF INSPECTION: t FOUNDATION FRAME INSULATION FIREPLACE ; ELECTRICAL: ROUGH FINAL ; F IOUMBING: ROUGH FINAL GAS: FINAL — FINAL BUILDING al DATE CLOSED OUP' ± ASSOCIATION PLA f t I The Cunrnrunl+'eultlr of Atassach setts ' `` 4:«;if 's ,r_- .,r • DcpartmeN of Industrial AeddM offleeof/a Fes t/ISONs 6!/f/ T1'aslrirr�;tan Street � Boston,Mays. 02111 Workers' Compensation Insurance Affidavit ,ennlha�n t rmation Please PRiN'T',e,blv �"^ name. 1�-R m� (r-�C;.� t+-oe- locntinn• 9 13 O C Ciny f�4 13•ytQis nhonei! 0 1 am a homeowner performing all work myself. 0 1 am a sole proprietor and have no one working in any capacity lam an employer providing workers' compensation for my employees working on this job. smm111nv name! cIS�S°}-t,-L Gp e C 1, 1 1 S` S S ti phone#: ��"' ��k —011-3 `f insurance Co. rn P nelin•# 7 �� / 1 am a sole proprietor, general contractor,or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices:. comp•Iny name: ntldress• City phone#• — incurnncc co neiicy# � ...--.-r.�- - - .r..�:..c..,r�•a+-s-•ra-•�-.:e;^fr+3�:2�sr-.-, ,�:�±-- ---- •�7ary�±�$�:�c7'W:r.+�°s�z��^�*5���+.R�-*+fin---��-ss ctimnam•name• address: — city phone#- incur)ice Co policy# - _ -- 'Attaeh additional sheet if rieFtssa 7 :-w_ '�°�<;:_�;-��'�<"' T ~�R`• �� Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to SI.500.00 and/or one rears'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of S100.00 a day against me. l understand that a eopY of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereht' m 5•un!er the ins and penaities of peryuty that the information provided above is true av vcone Signatu ate ` Print name 1`I t x A,-3 c,e iN,�u C D s"e Phone# official use only do not write in this area to be completed by city or town official city or town: permitAicense# nBuilding Department ptrcensing Board cheek if immediate response is required OSeleetmen's Once Dliealth Department contact person: phone#;. nOther l _ -a.•=yam.,,,,...-.R.,.v..� Irmsed 3A�P1A) - = OMAAONW LT�i ,Y _- DEPARTMENT OF PUBLIC SAFETY • PBlla O tw _OF *NE ASHBORTON PLACE MassaQAnsstts State fiaildlai ' MASSACHUSETTS ' BOSTON,MA 02108 Cod*lsaa/rfatorr�rNdta� LICENSE: a/µtattc�a�• t EXPIRATION DATE . ' CONSTR. SUPERVISOR I' CAUTION f' '� . I 11/0TL199 . 1t _;.'' FOR PROTECTION AGAINST RESTRICTIONS ;;b. EFFECTIVE DATE LIC-NO. I THEFT, PUT RIGHT THUMB NONE : -w,�, ,�;. 03/01 /1994 055731 PRINT IN APPROPRIATE y ON LICENSF q RICHARD J` LENNOX 14 ' FREEDOM RD a` ' F�T FORESTDALE MA 02646 B� LOPEUDE PfIOR3 _ PHOTO(BLASTING OPR ONLY) F' ibo.00 FEB 0 4 1994 i NOT VALID UNTIL SIGNED BY LICENSEE AND OFFICIALLY if HEIGHT: STAMPED-O SIGN TURE THE COMMISSIONER t j THIS DOCUMENT MUST BE �• AB CARRIED ON THE PERSON SIGNATU, OFLICENSEE THE HOLDER WHEN EN-. I OTHERS-RIGHT THUMB PRINT GAGEDINTHI,SOCCUPATION ISSIONER ' •. ✓� VOOYIOYt097.u/ O���/,G 1ActC�illJeCIJ DEPARTN.ENT OF PUBLIC SAFETY CONSTRUCTION SUPERVISOR LICLNSE Number: Expires: B'rt': ?t°: CS 055731 11101/1998 11101119h1 Restr_cted To: @@ RICHARD 1 LENNOX 14 FREEDO!! RD ?ORESTDALF, HA KE44 I 1 y � . �= COMMOITWEALTH OF MASSACHUSETTSq, =E D _ T MFNT OF UNMUSTRIAL ACCID10S !� 600 WASHiNGTON STREET' Gamaoei' BOSTON, MASSACHUSETTS 02111 James �°--"ssiane' WORKERS' COMPENSATION INSURANCE AFFIDAVIT —56 of ,6 l (licensee/permincc) with a principal place of business/residence at: (City/State/Zip) do hereby certify, under the pains and penalties of perjury, that: ( J I am an employer providing the following workers' compensation coverage for my employees working on this job. Insurance Company Policy Number I am a sole proprietor and have no one working for me. ( J l am a sole proprietor, general contractor or homeowner (circle one) and have hired the contractors listed bclow who have the following workers' compensation insurance policies: Name of Contractor Insurance Company/Police Number Name of Contractor Insurance Company/Policy Number Name of Contractor Insurance Company/Policy Number Q l am a homeowner performing all the work myself. NOTE.: Pleasc be awzre that while bomeowners who employ persons to do maintenance,construction or repair work on a dwelling of not more than three units in which the bomeowner also resides o: on the grounds appurtcnant thereto arc not geaerally considered to be eruployers under the Workers' Compensation Act(GL.C. 152,scot. 1(5)), application by a bomeowner fora license or permit may evidence the legal status of an employer under the Workers'Compensation Act 1 understand that a copy of this statement will be forwarded to the Department of Industrial Accidents'Of>'iee of Insurance for coverage verification and that failure to secure eovcr ge as required under Sccuon 25A of MGL 152 can lead to the impositior.of_ctiminal penalties consisting of a finc of up to S1500.00 and/or imprisonment of up to one year and civil pcnahies in the form of a Stop Work Ordcr and a finc of S100.00 a day against MC. t Signed this day of g �i C/ 19 Licens.cefflcimirtce Licensor/Permirtor 7 Z' COMMONWEALTH DEPARTMENT OF PUBLIC SAFETY -AIIIIIIIIIIII. OF ONE ASHBORTON PLACE Failure go possoce a cvrf�00 VXJ MASSACHUSETTS BOSTON,MA 02108 maslackwastse State ed"aw Code is*ease for re"veffes N S of this lice EXPIRATION DATE MUTION -,E.RVT, FR EFFECTIVE DATE LIC-NO. FOR PROTECTION AGAINST RESTRICTIONS THEFT, PUT RIGHT THUMB PRINT IN APPROPRIATE 0 01 0 BOX ON LICENSE. > 0 z o z JA MIE':-� B i FE- I i BLASTING OPERATORS MUSTINCLUH H DE;P 9TO 11 4-` 1*CARRIED ON THE PERSONOF Gh OF LIC SE �nN FULL ABOVE-SIGNATURt LINE S THE HOLDER WHEN EN- 'CW GAGED INTHISOCCUPATION. RaISISIO.ER X X -07/. HOME IMPROVEMENT CONTRACTOR Registration 11521! Type - Expiration 01/10/96 BARNSTABLE COUNTY CONST CO jAMES T. LIEBGEUF 6021 RT I 1+2 ADMINISTRATOR HYANNIS MA 02501 TOWN OF BARNSTABLE • . BUILDING PERMIT 1Akk L ID 326, 035 OE013ASE ID. 24001 t&DDRES'Sy" 213 OCEAN STREET PHONE HyarmiZIP ,LOB' BLOCK LOT SIZE - -�--— I DBA DEVELOPMENT.) DISTRICT HY� PERMIT 10126 DESCRIPTION TEMPORARY SEPARATION WALL, (WHERE FIRE WAS) PERMIT TYPE BREMODC TITLE COMMERCIAL ALT/C(Wpartment of Health, Safety CONTRACTORS: AMERICA PROPERTY SERVICES and Environmental Services ARCHITECTS I TdTA a FEES; $100-00 ox Oo , CONSTRUCTION COSH'S. $.ao 437 NQNR.ES./NON14SKP ADD/CONY i PRI.ITATE P '0 , �B MASS. , 0190 ` OWNER1 HYANN I S MA HOTEL LTD P ;,A.PDRESS ASHFOb FINANCIAL CO T ti 14180 DALLAS AKWY SUITE700 I DALLAS TX BUILDING DIV SOON DATE ISSUED 09/01/1095 EXPIRATION DATE BY >A w ., _ THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS- PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK:. APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE'APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 j II 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT I I I 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS-INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. 508-790-6227 4 I I � I I I I I II I II I I I I I I I I I I I I I i u rLE W d; ►`1 CUs�� vA'wia.�c.E dt v� [ lei - 03 APR-27-199.5 10:24 FROM HYANNIS REGENCY INN TO 7906230 P.01 �.. Romin ton Hoteb tt2?' ,�a• U4Aa pZSo., Soy•y 11,53•Kormb r�oo � 000 Ax.soa•r,�„� GUI Si01�• YafItl Im ohm•Rye■Hywmb NwborWew• iP mn 6 W,Ywm A■Awrods bm an the Squm•Faw4o FACSTIMILE SHEET . -.. . DATE WE..ARE T?-ANSMTTTING-- —2--_PAGES, INCLUDING THE COVER PAGE: IF. YOU DO NOT RECEIVE ALL PAGES, PLEASE CONTACT US. rBe t;W,��;, Please Review TO ATT`EN'TION QF: CON]PANY: FAX-;TELE 'H®N: �3D TTR6AJNS:MTTTE,D .BY': COE 'S.: 1 C No ✓ -e �w , c� alt . � TOTAL P.O1 i f j J i Sir - ssessor's Office 1st floor Ma 2 Lot a3 . Permit# °269 Conservation Office 4th floor3 F S �yS �te ,stn��a.-�"�iya ��, �,,, .Q.�,ae Date Issued 2—/Z 42� Board of Health Ord floor A� -EngincerinpDem.Ord floor) House# Planning Dept. 1st floor/School Admin.Bldg.): Definitive Plan Approved by Planning Board 1.9 0 (Applications processed 8:30-9:30 a.m.& 1:00-2:00 p.m.) i TOWN OF BARNSTABL Building Permit Application Protect Street Address oG village �V% vk Fire District Chvncr wl V� v` �OC7T0QQ Address 3 q w `l I`S Tcic hone — Permit Request: 4 _ , Zoning District _ Flood Plain Water Protection Lot Size Grandfathered Zoning Board of Appeals Authorization Recorded ` Current Use Proposed Use �ry2io r` Construction Type Eaistin2 Information Dwelling Type: Single Family Two family Multi-family Age of structure Basement type -F--L) ! Historic House Finished Old Kin 's Highway Unfinished Number of Baths No. of Bedrooms Total Room Count(not including.baths) / 3 7 First Floor Heat Type and Fuel 6�c-S Central Air Fireplaces Garage: Detached Other Detached Structures: Pool Attached Barn None Sheds Other Builder Information Name A-ho t' t`C e, i &G(��eY �0YV t'c"°J Telephone number Address � �btir 1AY►`t Y- 2A License# Qlo.3 f I T y� , `S Home Improvement Contractor# Worker's Compensation # NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN (AS BUILT) SHOWING EXISTING, AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO /<Pro'ect Cos h Fee p __ SIGNA DATE BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) BPERM T \ 2/24/95 �/ FOR OFFICE USE ONLY 326.035 213 Ocean Street Hyannis ADDRESS VH.LAGE OWNER Remington Hotel Group DATE OF INSPECTION: T FOUNDATION *t INSULATION FIREPLACE ' ELECTRICAL: ROUGH FINAL — PLUMBING: ROUGH FINAL -� GAS: OUGH FINAL &AL B DATE CLOS ASSOCIATEP - 1\ G ��SP a A 9A 66 ,20 PC ^ 4 d' ,4oTea. J3AC $ $ GAYi MouDnY 50 \ � J7aC 4b 1 W 1 W \ 42 o r �0 77AC 365 v�N of pp• BOND I cT 66 TD 5 5`I��y e7_s 41 140 139 g 1.74AC-S JBAc L p7 0 _I f1stA 11' a o i 38 .. y6 1 49 AC .90 y s 5� 11 56 8 l0 t o.,00 11 76 AC m 37 eY 1 { $ 43AC t o a STREET BAT 44330 ^ W K 3 P BARNSTABLE .• 4 -�.._ _ '(9� JUNIOR HIGH SCHOOL 32 _ 34 �2 L07AC 3.72AO� d. Qo N ot� N�V1 FS � 69• `91L' too lOv, 1p tc AID y A •, 1.70AC-5 w e (sb ?off y �Oh�� P S" .arc. $ A •y�' . IOT ; e� ►� K STREET = c �TgG.S e � w .O \/ ` a , � � W • f ac 30 PREPARED UNDER THE DIRECTION OF THE BARNSTABLE BOARD OF ASSESSORS SCALE 1"000' AVIS AIRMAP INC. �® d MASSACHUSETTS CONNECTICUT . f p � . A ✓1GB 100�/I7/pLG i� 2J v���JQCfC/24C:SP,CIJ r 01 DEPARTMENT Of PUBLIC SAFETY CONSI.RUCIION,SUPERVISOR LICENSE Namber Expires: �•,, Restricted-To 00 00 ,4 RICHRRD J PECKMRN SR 'S4s; 19'PINE S1 0, HYANNIS, MA 02601 s J 14. FEB-23-1995 11:58 ?ECKHRM BROS. ELEC. INC. 1 508 71 0664 P.03 FEB-23-19 5 09;21 • PECKHPM BROS. ELEC, INC. 509 771 0664 P.02 lrvr,Nru7juv aw, ®f r 044JUCL540 ba ►ate cca�rr,, �j I d A f .L.J.�a.��sars�o�.?no�sP�aaL.�vsci�Ia�s 600 W &A S&*� 1alnes�. re[�etr 0211 f Cosr+rrs�rtla+ir wo*ots° Compamadon Ytastar oce AlMdavis Wlch a oracipil 01M Of bless at; t (� t �N�P,�Q f k� St-. �OFP,,,�� �j/�'�tJ�/I 1QWMvW do hereby certify under the pains and pefWtIes of perjury, COW.- 0 am an emptoyer Providing Workers, eOMPISI rsstlott C40VCM a!of W CM916►ees wetwag on dhis lob. /9� h S 006C opt 3S'9-157 CfiA lraesara in CeRsRay Policy Nmber () I AM a sale proprietor and have W an*worUing for use in any eatpaCky. (� 1 am a sale proprietor, general c®etracw or hameowa cr (cirde owt0)and be"hired the cvntraaors i€st" below who Lwe the fallowing w®tttes3' COV=udon polider: contractor Inmate CAnupoyfleficy umber Contractor lnsurane* ��/Palicy Number Centramr _ is urassce Zmpatty6Polid Numbcr (� i am a horneowner verforming all the work myself. :-:::cc;..f0!Cis sxm nont will at rp.,,v;ge[g to OMce er inves tems or&+o PiA fw cave.-.1re rerfau tars and Isla..};:sure[o secure cerernt as rem4mc weer fv'c[i,n t$A of MCL 151 can tree me d+o t-4mijlen of cr+m,nat pena[,S CCMVQ[rt Ora Qat Or up to S1,500.00:r.Nvr cr yes t'th+ttiter-.•n;at well as:NO t*n;slay to tht rcr cf a STOP WORK ORDER ae a ome of I1o0.00 i difraordi me. 5;jn&4 this day of 19Q/ Lscensee/Perm(=cee paaiidi� n—�epaaxs Licensing Soatrd Selecamens Offir* licalth Departtntnt Y6 VIRIPY !'15VIAAM. IMF81MAT18W CM I M 7-797-4900 AUX, 404, 4Wi , M', i,.r Ti iTHL P.J .37 ys- • - FEB-23-1995 11:58 PECKHgM BROS. El-EC. INC. 1 508 771 0664 P.92 oil IA44101t& ,g .. 2/23/1995 o. ":, TJp1E CFR ►?f B9 IssurTy A3�a 11eITaEA OF WFAIIADAlI0P1 OPII.Y AND 0011F>EIIS Pq RiQNT3 Y�OIr T4Rc CFRIIHCA'tIH MOLDER. tM13 CERVICAT9 AO�erO E gray Insurance Agono 00EE woT AIlf11D,iXT[Ai0 0� AITflI TxI&COv>:RAQE AfFORDO BY THE 580 Iyanough Rosa Hyannis, MR 02601 COMPANIES AFFORDING COVERAGE (508) 775o0011 TAX 790-4212 ............................ . ... ....................... . A COKKZRCIAL IMZON Lim. Co. s AL°TNA CASUALTY i SURBTY CO. oleNll� peckhas avos. Hleatrical/ CMAW wim C Amerloas 1p=®pevty Services :............ 04 Saterprise R8. D Ryanuis XR 02601 oaer+ow E m.+'�oT...�."^,°S�`ka~i N:7�':r`w:i�..y. y `�ry,..:.y.`:�no: :'=1� AS4. � Y► ., - .::�•.• ..`:-.: ', �.. .. .... ........ „ �. wv.•.,:..,r .�.. ... ._.. «am Wit.......:..>.,......,. .... r.... . TIwi6 13 To CW"TMAT THE POUCIN OF INSURAP=USTED IIRM HAVE MIN TSSUEu TO THE INSUPID WINED ABOVE FOR THE POUCr PErTN00 INDICATED, MO1MIPWANDNNO ANY p NEMENT>MW OR CMVnXp Of ANY CONTRACT OR OMER 000tlMINT VATM RESPECT TO WM GM TH13 CUMMAT! MAY W MUIM OR➢M KWAIN,THE RNBURANCE AFPMW w rml FOUCNEs OES MUO MQREIN 1$SUINECT TO AU THE TEPMS. wwtvSIONS ANO vmoiMa OF MUCH MUM, Umm S140"MAv HALTS BEEM MUCEO B y PAID CUM. .. ..... . . . w. A ,.., .. ....l..................... ................................ ........... C60M AQWOATE UAAM" .. wTOWCT3-COMVRX>tCCi t �,OOQ,O00 L C'OM�ICIPI YIBRTIY ABR7866�Ib / / %RSOko.L®ADY.iWAi IL,,090j.0 o o . .... craws avcE � R �oaNaI1L 12 31 O l 12 310 9 5 COMMoanRa-rpeaPROT, EAa o4evKWA s 1,000,000 ROE 6AMAGE V".lr 14) ,s 50,000 ►RFo.�JEAUWiram vow?a 5,000 ....................... ..............•.............. .... ............... ................ .... ............ c0•�o T Av+oneolls wn+'Y LW S 1,009,000 AM'An ........`Au OWN aAuros 07/07/94 07/07/95 a iC1EORILFA wT% ......... BOOT Fumy ►M$ (Pw >< XMojQW60 AWCO QAIIABE LIWI" PM AM s ................ ......... c c«omomm l s 2,000,000 A _ :uIRe+R4tw MW 12/31/94 It/31195 onw(Pn 5 2,000,000 Sr4TV1g1►LPa�S ON Zoill, �: A11p AA 03/01/93 P4x.A"Im" i 500,000 01RRNI .......... Pon—TpA OF O�RAl1ElA�LOCA ns� (39MAS8ACHa887'TS a a coxvMBATIOR) ' . .:!b�. .n... •A�in•M ..TT.� Rw.......... :. .. .w.. .': .. SMDULF ANY tv THE A,pOvE PF—%�BED POUCIES BE CANCELL10 BEFORE IME toIRATION DArC TMEReoF,THE ISSUING COMPANY WILL ENDEAVOR TO # MARL 101 bArs WplTrEN NOTICE TO THE CERTIFICATE HOLM NAMM TO Tr+f ssrborvietl lOt®l LEFT, SUT FAILURE To MAIL$UC►+NOTRCE.. HALL IMPOSE NO OBLIGATION caul UADUTY OF ANY KIND VP'ON '44 COMPANY. M AGENTS OQ REPRESEN ocean street T vES. yamais, 02601 40TIMPA a n i Assessor's' Office^(1st floor) Map- 6 Lot 0 35 ` Akit# La .26 Conservation O 'ce(4th floor) - Date Issued / Board of Health(3r oor 0-9:30/1:00-2:00) Fee :�W Engineering Dept. or) House#1 Planning De .(1st floor/Sc h 1 Admin. Bldg.) ? `� • RARNSTARLE. •' Definitive P oved by Planning Board 19 .e,v TOWN OF.BARNSTABLE Building Permit Application Project St r ess 2�N 13 Q e, �yl e VillageSI " Owner r WL van. ,a 6oLrjuoAddress ��. � 3 ,1 t � Telephone / Permit Request . J Total 1 Story Area(include 1 story garages&decks) square feet Total 2 Story Area(total of 1st&2nd stories) square feet Estimated Project Cost $ Zoning District Flood Plain Water Protection Lot Size Grandfathered? Zoning Board of Appeals Authorization Recorded Current Use Proposed Use Construction Type Commercial Residential Dwelling Type: Single Family Two Family Multi-Family Age of Existing Structure Basement Type: Finished Historic House Unfinished Old King's Highway Number of Baths No.of Bedrooms Total Room Count(not including baths) First Floor Heat Type and Fuel Central Air Fireplaces Garage: Detached. Other Detached Structures: Pool Attached Barn None Sheds Other Builder Information Name Ltr/ ` a k Q PQ,qr� f� Telephone Number Address t f t r License# Home Improvement Contractor# Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE i BUILDING PERMIT DENIED FO THE FOLLOWING REASON(S) FOR OFFICIAL USE ONLY PERMIT NO. 10126 DATE°ISSUED 9/1/9 5 MAP/PARCEL NO. 326 035 ADDRESS • 213 Ocean Street . - VILLAGE Hyannis _ r *NER Hyannis, MA HOtel Ltd , II DATE OF INSPECTION: FOUNDATION F FRAME ' INSULATION 1 , , FIREPLACE , ELECTRICAL: ROUGH FINAL &MBING: ROUGH FINAL I GAS: ROUGH FINAL y , FINAL BUILDING DATE CLOSED OUT ' ASSOCIATION PLAN NO. 211 81777277122 DEFT iND ACCID �- f0jjUnojuvPa& 0/ Ma4daCILUdedd A" —4"idi 600 calms James J.CampbsU &Ion, Mae�as�c u& 02f!1 Commissioner , Workers' Compensation Ittsrrr mce Affidavit with a principal place of business � � isem�zta� do here certify under the pains and penalties of penury, that: I am an _riiployer provid'mg workers' compensation coverage for my emploYees war this job. instttai:oe Company Policy Nwnber () I am a sole proprietor and have no one working for me in any capacity. () I am a sole proprietor, general commctor or homeowner (cirde one) and have hires contractors listed below who have the following workers' voiapensadon policies. Contratxor lnsiitauoe Co p=f1 Forst' N Contractor Insurance CompaWpolicy H Contractor Insurance Company/Policy N_ O I am a homeowner performing ail the work myself. I uaderstane.tint a copy of L`u S=Vnent Val be forwarded to ft OMM of ImesdPdon=of cite OTA for CUVV a vaitfc2don and that fai cc:erage_s ra=i ed under n ZSA of M �Z to chi kr4midon of a=*W Penalties combdu of a fiae of up co S 1,500• years' imprilare- nc as ii 'i aides' the f OP WORK ORDER ad a fine of S 100.00 a day 2PIM mG Signed thi day of r 3) UcenseelPermittee Building Deparanent Uc=sing Bowd Selectmen Office Health Deparaaent s. i' � �/ce �omvinor„�uea/,ll� o�./�aaoac/iuoek2 ( I DEPARTMENT OF PUBLIC SAFETY CONSTRUCTION SUPERVISOR LICENSE • Nh�er:E Expires: Fi • Restted Ti 00 �J RILtIARD J PECKMAN SR ST HYANNIS,.'MA 02601 Y - 1 i 1. ALAN W. JONES & ASSOCIATES CONSULTING ENGINEERS 6 CARLETON DRIVE WEST EAST SANDWICH, MAS's.02537 FIELD INSPECTION REPORT TELEPHONE 888.3154 1 Project- Of architect; jet ..ontractor; Date ; Time ; Weather; /Y•r7'� .--'resent at Site ; • � � 1 O L4141� ac Mrrl t� D z.e, Z &O—Z �Q Submitte d b •`'l/ • Date; `! z / — .Page �. of l PageC7 C� — fk00� ss Aessor's office(1st Floor): Assessor's map and lot number �O) Vi o`THESr to Conservation >/ �o ��� �� UST BE ���y' `•w Board of Health(3rd floor). RiLLE® IN COMPLIANCE Sewage Permit number /(� -/.� ��� WITH'nTLE 5 { s�,y aactt a 1 Engineering Department(3rd floor):, ='a VIRCNIMENTAL CODE AND oo�O 39 House number 3 F TC ��ry Definitive Plan Approved by Planning Board jg " �' Pn APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only I/ TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO (�f /Il� Z�q/,V TYPE OF CONSTRUCTION 19 ya TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location A /.� 6)i� ��kJ 6�1✓� ���� S /V d�t)Gl/�i� GJ�/� Proposed Use Zoning District Fire District A.4 Name of Owner �v (�3 Address OZ/J 64a^- .S Name of Builder / �/ l� V a` Address ' G Name of Architect Address E Number of Rooms fV/A Foundation Exterior Roofing Floors /y//� Interior AIA + Heating Plumbing Fireplace Approximate Cost d Area , Diagram of Lot and'Building with Dimensions Fee, Z7 1 OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above a stay 'on. Nam rzrx Construction Supervisor's License i EVERGREEN HOLDING CO. INC. 'No-3 5 4 4 6 Permit For ADD HANDICAPPED RAMIP MOTEL (Harborview) ' Location. Ocean Street Hyannis ` Owner Evergreen Holding Co. , Inc. Type of Construction Frame77 - F Plot Lot - Permit Granted '-October 15, 19 ' 92 i Date of Inspection 19 Date Conpletec! 19, r Q- I ' - t . • r Assessor's office(1st FlAu Assessor's map and lot Conservation(4th Floor) w ew Board of Health(3rd floo ' Sewage Permit number ;sea»r�nt r rya Engineering Department(3rd floor)::' °''� ��0'���� House number �YAt Definitive Plan Approved by Planning Board 19 APPLICATIONS PROCESSED 8:30-9:30 A.M:and 1:00-2:00 P.M.only TOWN OF BARNSTABLE ' 'BUILDING ' INSPECTOR APPLICATION FOR PERMIT TO TYPE OF CONSTRUCTION ' 3 /10 19 C— TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: 't Location`' `� Cif � S; - W A �i Proposed Use .) n U��0.• ���\(� �eC�( IN o - 1 Zoning District - Fire District Y"K, nt _MA tb l rt'0 _ � Name of Owner Address CS P ler ®Cd � T Name of Builder11 "� _ Address = - A \t._o LA V u) �C�, Name of Architect \���� Jw1��e T"1� e+. Address r6 fK ttL1Ck �kAgmuvot \MA Number of Rooms v' \ y� Foundation Exterior Roofing Floors Interior Heating Plumbing Fireplace Approximate Cost ���� Area 2-2- Diagram of Lot and Building with Dimensions Fee i OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. r Name_ Construction Siipervisor's LicensecleI ' HYANNIS MA. HOTEL LTD. PARTSHIP No 36580 Permit For EXTEND DECK. Commercial Bldg. Location 213 Ocean Street Hyannis H , annis MA Hotel Ltd. Pa Owner Y rtship Type of Construction - Frame ;z �...PIot Lot M1, R Permit Granted ` March 31 , _• i9 94 Date of Inspection: y' • , Frame 19 f Insulation 19 i Fireplace 19— Date Completed 19 :� 1 1 1 F 4� t 3^i� 3je t i ._ �_€,gin r• ����. � - ._ � � .,�� �� --i��."ti t ��,,�as, � ;� xa,8x_.�ss ��g • �� t� �T � 1 4�y 1717-1 [oil � 3. a� >n I engineers, me Structural Evaluation n TABLE OF CONTENTS INTRODUCTION g ACTIONS TAKEN 4 DESCRIPTION OF EXISTING STRUCTURES 4 EXISTING STRUCTURAL DEFICIENCIES 5 SUMMARY AND RECOMMENDATIONS 7 PHOTOGRAPHS g HYANNIS HARBOR HOTEL - PAGE 2 99201BV 1 ' � engineers, me Structural Evaluation - I INTRODUCTION I This structural evaluation of the Hyannis Harbor Hotel located at 213 Ocean Street in Hyannis,Massachusetts,was performed at the request of Mr. Doug Cohen of Bellevue i Properties. The purpose of this structural evaluation was to determine whether areas of concern to the City of Hyannis Building Department were justifiable structural problems. M This evaluation was undertaken with the full cooperation of the Hyannis Harbor Hotel General Manager,Mr. Mark Lawrence,and the Hotel Maintenance Staff. The evaluation was limited to a cursoryinspection of accessible area visual ins p s where the alleged problems are occurring. There were no architectural or structural drawings made available to this Office for this evaluation. f r T HYANNIS HARBOR HOTEL— PAOE S 992018V ' 1 f � engineers, me Structural Evaluation - ACTIONS TAKEN r On Thursday,August 26, 1999, Field Engineer Paul Wilkinson proceeded to the Hyannis Harbor Hotel. The Field Engineer met with the Hotel management and maintenance staffs. Representatives of these staffs took the Field Engineer on a tour of the site. The tour included access to the basements and the first floor rooms for Units 118, 119 and 120; I access to the crawl space and first floor rooms for Units 121, 122 and 123;access to small portions of the crawl space and the first floor of the Cape Cod Room and the Nantucket Room; access to the basement for Units 124 and 125;and access to.both levels of Townhouse Units D,E,F, G,H,J and K. IAfter the initial tour the Field Engineer revisited F these areas, documenting the visible � existing structural conditions found at each location. Documentation included written notes, digital still images and digital video images. The Field Engineer,upon returning to the offices of Odeh Engineers,Inc.,reviewed the findings of the site visit to the Hyannis Harbor Hotel with David Odeh,P.E. The conclusions reached from this review form the basis for this report. 8 DESCRIPTION OF EXISTING STRUCTURES - The structures of Units 118, 119 and 120 are located at the northern end of a strip of apartments that face the Hyannis Harbor. These Units are attached,two-story wood framed structures,with concrete foundation walls and interior lally columns that support the two floors and a roof. Units 121, 122 and 123 are similarly constructed two-story wood framed apartments on concrete foundation walls with interior lally columns. � i I The first floor of the Cape Cod Room is constructed over a shallow crawl space with prefabricated wood truss floor joists sitting atop concrete foundation walls. The Nantucket Room,based on the limited access to this area,is constructed on concrete foundation walls with wood floor joists. Above both the Cape Cod Room and the Nantucket Room are two-story Townhouse style units. These townhouse units are framed with a combination of steel columns and steel beams and wood framing. The access to Units 124 and 125 was very limited. It was observed that these are two-story structures,with a concrete foundation wall and first floor wood joists. HYANNIS HARBOR HOTEL— PAGE 4 99201BV 3 r r engineers, me _ Structural Evaluation i EXISTING STRUCTURAL DEFICIENCIES UNITS 118, 119 AND 120 i • FOUNDATION WALL SETTLEMENT—The foundation walls of these units appear to be settling drastically. The amount of settlement of these walls increases going from south to north. The north end wall appears to have settled approximately 20". The settlement has caused major cracks and lateral displacements in these foundation walls and in adjacent basement partition/firewalls. (See Photo #1 through Photo #4) • MOISTURE IN THE BASEMENT—In the basement below these units there is excessive moisture. This condition is indicated by the severe corrosion of the bases of the steel lally columns. A drainage system and sump pumps were being installed at the time of the site visit for this structural evaluation. (See Photo #5.) I UNITS 121, 122 AND 123 • SAGGING OF FIRST FLOOR INTERIOR BEAM—There is significant, visible deflection at the southern end of the first floor mid-span beam. This member is a nominal 6" by 8" wood beam spanning 151/2' that supports the 2" x 12" floor joists spaced at 16" on center in both directions with a joist span of 1 V/a'. (No photo.) • FOUNDATION WALL SETTLEMENT—It appears that these foundation walls are settling. This is indicated by large gaps in the construction joints of the foundation walls. There are also cracks in the foundation walls. The gaps and the cracks get progressively wider from bottom to top,which is indicative of foundation settlement. (See Photo #6 and Photo #7.) :. • IMPROPERLY BACKFILLED OR UNDERMINED STEPPED FOOTING—Steps in the footing of this structure were either improperly backfilled during construction or were undermined later. (See Photo #8.) • UNDERMINED FOOTINGS AT SOUTHEAST CORNER—The footings at the southeast corner of these units has been undermined for the installation of pipes to pass through to other areas of the Hotel. (No photo.) • SOUTHEAST CORNER AND EAST WALL FOOTING LESS THAN FOUR FEET BELOW EXTERIOR GRADE—It appears that the footings for the southeast corner wall and the east wall are less than four feet below exterior finish grade. (No photo.) CAPE COD ROOM, NANTUCKET ROOM AND TOWNHOUSE UNITS D THROUGH K HYANNIS HARBOR HOTEL- PAGE 5 99201BV engineers, me Structural Evaluation • ROTTED FIRST FLOOR JOISTS AND SILL PLATE-The sill plate and the first floor prefabricated wood joists in.the Cape Cod Room have significantly deteriorated at some locations. (See Photo #9 and Photo #10.) • UNDERSIZE STEEL COLUMNS WITH SUBSTANDARD CONNECTIONS—There are 3" x 3" tubular steel columns in these areas that support a floor and a roof subject to snowdrift loading. Some of the connections for these tubular steel columns appear to be improperly fabricated. (See Photo #11.) { UNITS 124 AND 125 There was only limited access to the basement of Units 124 and 125. In the basement below these units,it was observed that an interior wood stud partition wall adjacent to the south foundation wall was severely bowed. The cause of the bowing of this partition wall is not known with certainty at this time. (See Photo #12.) L ;y+ i i t v I i i Y i i i ` ff HYANNIS HARBOR HOTEL - PAGE 6 992010V I engineers, me a Structural Evaluation SUMMARY AND RECOMMENDATIONS Based on the findings of the site visit to the Hyannis Harbor Hotel,this Office concurs with the Hyannis Building Department's suspicions that the affected Units are in a state of severe structural distress. If you have any questions or require further information regarding.this report,please contact this Office. _- i I j { I. 1 i 1 lip �I ( iy HYANNIS HARBOR HOTEL- PAGE 7 99201BV '{ (ij THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR . QUALITY ORIGINAL (S) I m DA,,TA ®ngin®®rs, me Structural Evaluation PHOTOGRAPHS ; is j a i f I { I� Photo#1 View using infrared imaging of the apparent 20"settlement of the concrete 1 foundation walllocated at the northeast corner of Unit 120. I { I it HYANNIS HARBOR HOTEL- PAGE 8 882016V •; engoneers, me Structural Evaluation s s i i l f 1 i I I 1, Pboto#2 View using in&ated imaging of the apparent 20"settlement of the north concrete foundation end wall located under Unit 120. HYANNIS HARBOR HOTEL- PAGE 8 99201BV I�. 91 engineers, me Structural Evaluation i . t Photo#3 View using infrared imaging of severe stress cracks in the north concrete foundation end wall located under Unit IZO. I 1 I T HYANNIS HARBOR HOTEL- PAGE 10 99201BV ®ngin®®rs, inc _ Structural Evaluation i I Photo#4 �' View using infrared imaging oflateral displacement of the partition wall/fire wall located in the basement below Units 119 and 120. I I I I i i HYANNIS HARBOR HOTEL- PAGE 11 99201BV o d e h N � � `. i }yq ¢ �° * c a� a i4 id ti �11, I I . engineers, me Structural Evaluation Photo#6 View using infrared imaging of the wideniaggap between adjoining sections of the concrete foundation walllocated under Units 121, 122 and 123. The gap at this construction joint progressivelygets wider from bottom to top, which is a typical settlement indicator. HYANNIS HARBOR HOTEL- PAGE 13 992010V engineers, me Structural Evaluation - Photo#7 View using in&aced imaging of large settlement crack in the concrete foundation wall located under Units 121, 121 and 123.. i HYANNIS HARBOR HOTEL- PAGE 14 992018Y engineers, me Structural Evaluation yyv 3 �F Photo#8 View using in&ared imaging of step footing that was either improperly back6&d during original construction or was undermined subsequent to that date. i HYANNIS HARBOR HOTEL- PAGE 15 99201BV o d e h IF I * .j w•. 'yr i't" f nE.=.;�S r �"i fr ate` ��+. �".'^�b t •�',��fw�,��s t� 3,, t t., t, h.�+4��y� .y ",-� Zj �`y,�.% •'". 5 - ty y'� al`"Y ..k M �1��do '{5 p . gy`�f.•>�� �Y k f �� r S „�d Y- _1 i /I I I o d e h r r r i { �y i. ' x {�✓5 rx c a n. z �;k.wF �t��.'' c.{• ter'=;�../ P: �. n u i 3��'A 1 ;�.`• Eli, yM � ._ _ ..ice. t. I i i i o d e h r r r t I i�'a.'7�a. ``�°�{zsjs �e=�3�u-sue` M � zr. t�. E ram-Y>*t2 & 7 it'1 a rF Fv ux' .r M'y `S CA ' �t ��' � Amitbw i r g� x" >i Nj` itt } � Y s++e?:=^�,- fss�r r< � I .�• •�a .�y^A.r��F ,��.tr s "'>' s � � �'s�m,: i E r r f c Y i I o d e h x t t y � 2 � Y V t7? t f im L ' XA itQn a�+�s� n �•r� F ! x R it k s�nl'�,r RED �t EJ f.�1a •i e g�t dY :k � ii��� � �• q4 fE £ + .:• � wit*, z�,�.�"'a ��'Y 3 s. S+ •¢a Y < y•� � i i r i z i' _ram • CS 1 RO-5 ATLAS PIERS QUICKLY PUT THIS FOUNDATION "BACK IN THE GAME"! The sports star owner of - this extremely heavy _`- structure noticed settlement and open fractures in the one foot thick foundation stem walls adjacent to "Great Room". As the structure settled, some of the round river rock veneer began to fall from the - exterior walls which was of great concern. Description of the Structure: The two story rock veneer, frame structure was built upon a 12 foot tall, reinforced concrete stem wall. The stem wall measures 12 inches thick and is supported by a reinforced concrete footing approximately 24 inches wide by 18 inches thick. There was limited access in several areas due to the narrow and deep window wells. Two concrete porch columns also required additional support and stabilization during the restoration. GREAT ROOM / COLUMN 11 , '1 /�'� WINDOW /�a ATLAS STANDARD WELL +t'> 2-PIECE PIER PLAN VIEW I WINDOWWELL ATLAS 2-PIECE 5 MODIFIED PIERS i PROJECT SUMMARY Repaired By: Atlas Piers of Utah, Sandy, Utah e; Average Driving Force: 59,500 lb. (structure) 12,200 lb. (columns) ry Average Working Load: 36,300 lb. (structure) 4,100 lb. (columns) Averaae Depth to Bearina: 54 feet .. Number of Piers: 4 ATLAS 2-PIECE RESISTANCE PIERS - AP2S-3500.160 23 ATLAS 2-PIECE MODIFIED PIERS - AP2S-3500.160M Average Factor of Safety: 1.6 : 1 Working F.S. (60%above actual working load) 2.5 : 1 Working F.S. (150%above actual working load) i Atlas Systems,Inc. 1026-B South Powell Road,Independence,MO—800-325-9375 Paget 519 Interstate 30,Suite 129,Dallas,TX—800-241-1950 t CS180-5 Visible Signs of Distress:The 12 foot tall foundation wall developed open fractures at several locations. The photo at right shows one of these fractures and the distress to the rock veneer above it. The floor in the great room developed a slope as indicated on the sketch on the previous page. The differential settlement across the room was approximately 1-1/2 inches. When considering the attached window wells, the total settlement of the = ° foundation was over 2 inches! QUICKLY INSTALLED! Each ATLAS PIER was driven to a suitable bearing Ate,; _ stratum and tested to a load greater than required for support of the structure. The photograph below left E. shows the excavation to expose the footing and five ATLAS 2-PIECE MODIFIED PIERS mounted to the window stem well wall near the great room. The photograph below left shows how the piers were installed inside of the window well. In order to gain access to the footing, the gravel filling the window wells had to be removed. This was - accomplished through access holes cut through the window well walls as shown in the bottom photo. •1 -71 4 Two ATLAS PIERS in the window well. Excavation of the stem wall Access hole through the window well Atlas Systems,Inc. 1026-B South Powell Road.Independence.MO—800-325-9375 Paee3 519 Interstate 30.Suite 129.Dallas.TX—800-241-1950 e CS 180-5 - UNIFORM LOAD TRANSFER! After all of the ATLAS PIERS were installed and driven to a verified bearing stratum, the piers were all loaded at the same time using hydraulic rams connected to manifolds that directed equal pressure to each pier. As the load was transferred from the footing and to the pier, the structure was restored to the original elevation. The force applied to each ATLAS PIER was recorded during restoration. Later, the actual installed depth and the factor of safety was calculated for each pier. . .N -r y�Jr as The photographs above show ATLAS PIERS with hydraulic rams attached during the restoration of the structure. Notice in the photo at right the total lift of over 2 inches at the window well. Fri PIER INSTALLATION PIER INSTALLATION SUMMARY (Structure) SUMMARY (Columns) 90.0 F so.o :> 80.0 ` 80.0 �.. 70.0 70.0 60.0 E; 60.0 %.. 50.0 - 50.0 40.0 40.0 30.0 30.0 20.0 20.0 10.0 10.0 0.0 0.0 c � c m a� � c 0) � cts ° � LL oL2 p � LL ou- _E caa �j U Average Force Average Force (kilopounds) (kilopounds) Atlas Systems,Inc. 1026-B South Powell Road,Independence,MO—800-325-9375 Page4 =.y 519 Interstate 30,Suite 129,Dallas,TX—800-241-1950 CS180-5 SUCCESS! After each ATLAS PIER was loaded and the structure restored, Pier Pins and Shims were installed at each pier location to maintain the desired elevation after the hydraulic rams were removed. The structure was successfully restored and the owner was extremely pleased with the results. ATLAS PIERS were quickly and easily installed from inside or outside of the structure. Notice, in the photograph at left, how the existing footing was notched to allow an ATLAS PIER to be installed against the stem wall. The Pier Head, Driving Stand, Hydraulic Cylinder and Pier Pipe were all carefully aligned to install the Pier vertically. Notice the two silver Pier Pins located on either side of the yellow hydraulic cylinder. These especially hardened pins are put in double shear. The desired elevation is maintained by the installation of small cadmium plated Shims between the Top Pier Platform (located below the ram) and the Pier Pins. After the installation of the Shims and Pier Pins, the silver colored lift head and hydraulic ram is removed. The photograph left below shows one of the ATLAS 2-PIECE MODIFIED PIERS installed from the inside of the structure. Notice that the pier was installed through a small opening in the concrete floor. ATLAS PIER PRODUCTS: The columns were restored with ATLAS STANDARD 2-PIECE RESISTANCE PIERS. The Piers on the perimeter of the structure were supported with ATLAS 2-PIECE MODIFIED PIERS. These two products are nearly identical, the major difference is _ r that the segmented joints of the 3-1/2 inch diameter Pier Pipe were strengthened with the installation of a 4 inch diameter sleeve over the Pier Pipe. This creates a "modified pier". Not only does sleeving increase the stiffness of the Pier Pipe through poor soils, the sleeving increases the ultimate strength of the Pier System. On this project all of the Pier Pipe had a triple coat corrosion protection of zinc chromate and flow coat galvanizing. The Pier Heads and Modified Pier Sleeving were supplied mill finish steel. THE SOLUTION - ATLAS PIERS! High Strength Economical Rapid Installation Atlas Systems,Inc. 1026-B South Powell Road,Independence.MO-800-325-9375 Pages 519 Interstate 30.Suite 129.Dallas.TX-800-241-1950 CS 180-5 PIER LOG AND PROJECT SUMMARY ATLAS 2-PIECE MODIFIED PIERS (STRUCTURE) PIER DEPTH LIFT LIFTING DRIVING ULTIMATE FACTOR OF NO. (ft) (in) FORCE FORCE CAPACITY SAFETY - (Ib) (Ib) (Ib) " 1 56 3/8 21,115 61,346 90,000 2.9:1 2 58 3/4 30,900 61,346 90,000 2:1 3 59 1-1/8 30,900 61,346 90,000 2:1 4 68 1-7/8 30,900 59,688 90,000 1.9:1 5 62 1-3/4. 30,900 59,688 90,000 1.9:1 6 54 1-3/4 30,900 59,688 90,000 1.9:1 E 7 60 1-3/4 30,900 59,688 90,000 1.9:1 'h 8 56 1-3/4 30,900 59,688 90,000 1.9:1 9 60 1-3/4 30,900 59,688 90,000 1.91 10 69 1-3/4 30,900 59,688 90,000 1.91 11 46 3/4 20,600 59,688 90,000 2.91 12 42 1/2 20,600 58,030 90,000 2.8:1 is 13 69 2-5/8 38,625 58,030 90,000 1.5:1 �' 14 57 2-3/8 38,625 59,688 90,000 1.5:1 15 57 2-3/8 35,020 59,688 90,000 1.7:1 16 47 2-1/4 38,110 58,030 90,000 1.5:1 17 63 2-1/8 38,110 58,030 90,000 1.51 18 57 1-3/8 30,900 59,688 90,000 1.9:1 - 19 47 1 30,900 59,688 90,000 1.9:1 yF 20 49 5/8 30,900 59,688 90,000 1.91 21 56 0 20,600 59,688 90,000 2.91 22 62 1 25,750 61,346 90,000 2.4:1 23 49 1/4 20,600 59,688 90,000 2.9:1 ATLAS STANDARD 2-PIECE PIERS (COLUMNS) 1 13 9/16 4,120 17,409 85,000 4.21 2 13 1-1/2 5,150 9,948 85,000 1.9:1 3 20 7/8 6,180 13,264 85,000 2.11 4 14 0 1,030 8,290 85,000 1 8:1 Atlas Systems,Inc. 1026-B South Powell Road,Independence,MO-800-325-9375 Page6 519 Interstate 30,Suite 129,Dallas,TX-800-241-1950 ATLAS PIERS Resistance Product Designator Atlas Pier Systems can be installed in either an interior or exterior location. Every Atlas Pier System provides for a two-stage system of initially driving the manufactured piers to load bearing support then, using hydraulics, lifting the structure to the desired elevation. Atlas Piers not only stop settlement, but actually raise the structure, closing cracks and correcting other structural flaws caused by the settlement and/or ground movement. Design should involve professional engineering input. Specific information involving the structures,soil characteristics and foundation conditions must be used for the final design. It is recommended that the design be conducted by a Registered Professional Engineer. ATLAS PIERS MODEL 2-PIECE STANDARD RESISTANCE PIER FINISHED FLOOR CONCRETE STEM WALL CONTINUOUS REINFORCED SPREAD FOOTING III_ ° I�El I 1/2'DIA.x 0 5.1/2'LONG —I I :I I BOLTS ANCHOR III-- III—III�i III SHIMSTMENT C II I ATLAS 2-PI 1/2'DIA. ECE I HIGH PIER =I I I PIER SYSTEM STRENGTH I— (Pier Bracket, PIER PINS BRACKET =I I Top Pier Platform, I and Pier Pipe j TOP PIER PLATFORM I I PIER PIPE I I 3.1/2'DIA.x j 42'LONG x 0,160 WALL THICKNESS I (( SUITABLE T (Special I FRICTION LOAD-BEARING Corrosion REDUCTION t STRATUM Protection) i COLLAR r COUPLING j J ' CROSS SECTION ELEVATION .".SEC' Figure 1. Elevation and cross sectional view of AP2 Standard Pier. t ©1998 Atlas Systems, Inc. g All Rights Reserved A4 ATLAS STANDARD AND MODIFIED 2-PIECE SYSTEMS Specify Pier Type and Finish Code Letter* Pier Type Load Features to Assist in Selection AP2*-2875.165 Ultimate = 60,000# • High Capacity Design = 30,000# • Easy Installation • Lowest Cost • Cold Formed, Induction Heat Treated Steel 2-7/8 inch diameter x 0.165 thick wall Pier Pipe • Used for Lifts Up to 1-1/2 inches AP2*-3500.160 Ultimate = 85,000# • Higher Capacity than AP2-2875.165 Design = 42,000# • Easy Installation • Low Cost Note: Not Available With Mill finish Steel Pipe • Exclusive Cold Formed, Induction Heat Treated (AP2P-3500.160 not available) 3-1/2 inch diameter,0.160 thick wall Pier Pipe with"Flow Coat"Galvanized Corrosion Protection Standard. • Can Be Used With Atlas-Helical Tieback System For Vertical Restoration&Lateral Support • Used for Lifts Up to 4 inches • Can Be Installed Using Helical Outriggers for Supplemental Drive Resistance AP2*-3500.160M Ultimate = 90,000# All Features of the AP2-3500.160 Plus; Design = 45,000# Higher Capacity than AP2-3500.160 • Increased Rotational Stiffness at Pier Bracket Note: Not Available With Mill Finish Steel Pipe • Recommended in application where pier pipe is (AP2P-3500.160M not available) not laterally supported near the footing,or when the soils just below the footing are very weak. AP2*4000.220 Ultimate = 95,000# • All Features of the AP2-3500.160 Plus; Design = 47,000# • Higher Capacity than AP2-3500.160 • Pier Pipe is 4 inch diameter,0.220 inch thick wall mill finish steel, instead of 3-1/2 inch"Flow Coat"Galvanized Standard Pier Pipe. AP2*-4500.238 Ultimate = 100,000# • Highest Capacity Design = 50,000# • Easy Installation • Low Cost • Pier Pipe is 4-1/2 inch diameter,0.237 inch thick wall mill finish steel. • Can Be Installed Using Helical Outriggers for Supplemental Drive Resistance * SPECIFY LETTER FOR P= Entire product supplied mill finish steel i FINISHES AVAILABLE: G= Entire product supplied galvanized S= Only pier pipe supplied galvanized E = Entire product supplied Epoxy coated i C = Custom Finish as Specified by Engineer , DESIGN EXAMPLE Atlas AP2S-3500.160 Resistance Pier 1. Structure Type: • Two Story Residence Located In The Midwest • Approximate 20'X 40' House, Frame Construction With Full Brick Veneer Siding • Concrete Block Basement Wall, 6 Feet Of Soil Overburden • Steel Reinforced Concrete Footing V-8"x V-0"Thick,With 8"Thick Basement Wall. • Composition Shingle Roof Over 1/2 Inch Plywood Decking And Felt Underlayment 2. Preliminary Investigation: • Significant Settlement is Evident • Checking with Local Building Officials reveals no special controlling codes for underpinning existing structures that must be observed. • Preliminary geotechnical information indicates the footing is situated in peaty clay type soil. This soil extends to a depth of 15 feet where a dense glacial till exists. It is determined that the glacial till layer will serve as an adequate bearing stratum for the Atlas Pier. • It is planned to lift and restore the structure so the weight(W)of the soil on the foundation wall is a factor 3. Preliminary Estimate of Total Line Load on Footing: • P = Dead Load, (D)+Live Load, (L)+Snow Load, (S)+Soil Load, (W) OL =1,890 IbJft(From Table 2) ILL = 667 lb./ft(From Table 4) SL = SK x[(I x w)/2(1+w)] (Where I and w are building dimensions) SK=Snow Load Requirement Factor= 18 lb./ft2 (For This Example) SL = 18 Ib./fe x[800/120]ft = 120 lb./ft W= W1 + W2 = [330+ 1,980]lb./ft(From Fig.4&Table 5)= 2,310 lb./ft • P = [1,890+667+120+2,3101= 4,987 lbJft 4. Atlas Pier Selection: • The Atlas AP2S-3500.160 Series Pier is selected for strength and economy. • Rs = Selected Pier Capacity for this Project(Based On Engineering Judgment) RDEs = AP2-3500.160 Maximum Design Capacity (From Product Designator, Page A5) = 42,000lb. K = Engineering Design Factor(Usually Between 1.0&2.0) = 1.5 • Rs = (RDEs)/(K)= (42,000 lb.)/(1.5) = 28,000 lb. 5. Pier Spacing: • X = Pier Spacing,ft = (Rs)/(P) (28,000 lb.)/ (4,987 lb./ft) = 5.6 ft • X = 5-1/2 feet,center to center 6. Calculate Factor of Safety: • FS = Factor of Safety based upon Ultimate Pier Capacity: RuLT = AP2-3500.160 Ultimate Pier Capacity (From Product Designator, Page A5) = 85,0001bs. • FS = (RULT)/(Rs) = (85,000 lb.)/(28,000 lb.) = 3:1 ©1998 Atlas Systems, Inc. All Rights Reserved A14 i i TYPICAL SPECIFICATION ATLAS STANDARD AND MODIFIED 2-PIECE SYSTEMS 0 AP2-2875.165 0 AP2-3500.160 I 0 AP2-3500.160M 0 AP2-4000.220 PART 1 -GENERAL 1.01 SCOPE OF WORK This work consists of furnishing all labor, tools, equipment and materials associated with the preparation and installation of Atlas Piers according to the specifications contained herein. The j work includes, but is not limited to the following: J ` ; 1. All soil excavation; 2. Preparation of the footing and stem wall or foundation a grade beam; v J 3. Installation of the Atlas Pier Bracket including concrete 1 anchors; <%/ • o: , 4. Mounting of the Drive Stand ��%/� • a m Assembly and the instal- / lation of steel Pier Sec- tions to designed speck / � �. m® FCONCRE OOTING E fications; /// � �\ � PIER PINS 5. Installation of the Top Pier \��\%/� PIER BRACKET Platform and Two Piece Lift Head Assembly; i 6. Lifting of the structure with j TOP PIER PLATFORM hydraulic rams and the Atlas Piers —] restoration of the structure PIER PIPE to a permanent elevation; Apt STANDARD 7. Replacement of the soil and 2-PIECE RESISTANCE general site clean-up. PIER SYSTEM FRICTION REDUCTION COLLAR Figure 5. 1.02 REFERENCES 1. Technical Guide, Atlas Systems, Inc. 2. The Building Officials and Code Administrators, International, Inc. (BOCA), Basic National Building Code. I 0 1998 Atlas Systems,Inc. All Rights Reserved A15 1.03 DELIVERY,,,STORAGE AND HANDLING All Atlas Pier materials shall be handled and transported carefully to prevent any deformation or damage. Care should be taken to prevent the accumulation of dirt, mud or other foreign matter on the steel materials. Such accumulation shall be completely removed prior to installation. PART 2 - MATERIAL 2.01 PIER BRACKET 2.011 AP2-3500.160 AP2-3500.160M and AP2-4000.220 PIER BRACKET The AP2-3500.160 Pier Bracket is a welded assembly of 5/8 and 1/2 inch thick flame cut steel plates conforming to ASTM A-36 A-568 and A-569. The Pier Bracket shall provide 74 square inches of bearing surface against the bottom of the footing and a minimum of 59 square inches against the vertical face of the foundation. The Pier Bracket shall have guides for the Top Pier Platform, two 9/16 inch diameter bracket mounting holes, two 11/16 inch diameter pier pin holes and six 1-1/32 inch diameter alignment and equipment mounting holes. 2.011 AP2-2875.165 PIER BRACKET The AP2-2875.165 Pier Bracket is a welded assembly of 5/8 and 1/2 inch thick flame cut steel plates conforming to ASTM A-36. A-568 and A-569. The Pier Bracket shall provide 69 square inches of bearing surface against the bottom of the footing and a minimum of 48 square inches against the vertical face of the foundation. The Pier Bracket shall have guides for the top pier platform, two 9/16 inch diameter bracket mounting holes, two 11/16 inch diameter pier pin holes and four 1-1/32 inch diameter alignment and equipment mounting holes. i }}5 F 2.02 ANCHOR BOLTS Each Pier Bracket requires two 1/2 inch diameter by 5-1/2 inch long (minimum),steel concrete expansion bolts, cadmium plated with an ultimate pull out capacity of 6,300 pounds, working load 2,400 pounds. Bolts are required for mounting only. The Anchor Bolts shall be supplied with a flat washer and nut. 2.03 GROUT(Optional) 2.031 PRESSURE BEARING GROUT Quick setting, premixed mortar with a 4,500 psi (minimum), three day strength. Master Builder's 713 Non-Shrink Grout or equivalent. 2.032 FLOWABLE GROUT Quick setting, neat cement flowable grout with a 4,000 psi (minimum), three day strength. 2.04 DRIVE STAND ASSEMBLY ©1998 Atlas Systems, Inc. All Rights Reserved A16 The Drive Stand Assembly is a welded steel frame with a double acting hydraulic actuator capable of pressing the 42 inch long steel Pier Sections through the soil to a load bearing strata. The Drive Stand Assembly is temporarily attached to the Pier Bracket by means of one inch diameter by 2-3/4 inch long high strength locking pins. 2.05 PIER SECTION 2.051 AP2-2875.165 SERIES PIER SECTION Each Pier Section shall be fabricated from a 2-7/8 inch outside diameter by 42 inch long mill rolled, induction heat treated steel section with a 0.165 inch wall thickness. Yield strength shall be 50,000 psi and tensile strength 55,000 psi. The initial section shall have a 3-1/2 inch outside diameter collar welded to the lead end of the pipe to assist in reducing wall friction during driving of the pier to capacity. The Pier Sections that follow shall each have a Coupling welded to one end. Steel in this section shall conform to ASTM A-513. 3 2.052 AP2-3500.160 SERIES PIER SECTION Each Pier Section shall be fabricated from a 3-1/2 inch outside diameter by 42 inch long mill rolled galvanized steel section with a 0.160 inch wall thickness. Yield strength shall be 50,000 psi and a tensile.strength of 55,000 psi. A triple coat corrosion protection of zinc chromate and clear polymer coating shall be provided. The initial section shall have a 4 inch outside diameter collar welded to the lead end of the pipe to assist in reducing wall friction during driving of the pier to capacity. The Pier Sections that follow shall each have a Coupling welded to one end. Steel in this section shall conform to ASTM A-53,A-513, A-588, B-6. 2.053 AP2-4000.220 SERIES PIER SECTION Each Pier Section shall be fabricated from a 4 inch outside diameter by 42 inch long mill rolled steel section with a 0.220 inch wall thickness. Yield strength shall be 50,000 psi and a tensile strength of 55,000 psi. The initial section shall have a 4-1/2 inch outside diameter collar welded to the lead end of the pipe to assist in reducing wall friction during driving of the pier to capacity. The Pier Sections that follow shall each have a Coupling welded to one end. Steel in this section shall conform to ASTM A-513. 2.06 COUPLING The Pier Coupling shall be a 6 inch long tubular steel section of suitable diameter to fit inside the Pier Section. The Coupling is inserted and welded 3 inches inside one end of each Pier Section that follows the initial Pier Section. The remaining 3 inches of the Coupling extends beyond the Pier Section. All components conform to ASTM A-513. 2.07 MODIFIED SLEEVE PIER SECTION (AP2-3500.160M Modified Pier Only) ©1998 Atlas Systems,Inc. All Rights Reserved A17 The Modified Sleeve Pier Section shall be fabricated from a 4 inch diameter, 0.220 inch thick wall mill rolled steel pipe by 42 inches long. The yield strength is 50,000 psi. The Pipe Sleeve is mounted over the last Pier Section and is used to increase the moment transfer capacity from the Top Pier Platform to the Pier Section. Steel in this section shall conform to ASTM A-36 2.08 PIER SLEEVING (Optional) Pier Sleeving is used to stiffen the segmented joints through areas of weak soils. The sleeve sections shall be fabricated from 3-1/2 inch diameter, 0.160 thick wall corrosion protected, induction heat treated tubing, or 4 inch diameter, 0.220 inch thick wall mill rolled steel pipe, or 4-1/2 inch diameter, 0.238 thick wall mill rolled steel pipe by 42 inches long. The yield strength is 50,000 psi. The Pipe Sleeve is driven over the Pier Sections in the area of weak soils. The Sleeving shall be installed in a manner that staggers the joints in the Pier with the joints in the Sleeving. Steel in this section shall conform to one or more of ASTM A-53, A-513, A-588, B-6. 2.09 SUPPLEMENTAL BLOCK The Supplemental Block shall be a 7-1/8 inch by 4 inch by 2 inch thick steel block. The Supplemental Block fits into the slot in place of the double acting hydraulic actuator on the Drive Stand Assembly. Steel shall conform to ASTM A-36. 2.10 TOP PIER PLATFORM The Standard Pier Platform is a welded assembly consisting of an 18 inch long steel tube of suitable size to fit over the Pier Section that shall form the cap cylinder. The cap cylinder shall have two 10 inch long by 5/8 inch thick steel plates welded as vertical stabilizers to the sides of the steel cap cylinder. The top of the Top Pier Platform shall be a 1 inch thick steel plate welded to the top of the cap cylinder. All steel elements conform to ASTM A-36 2.11 HIGH STRENGTH PIER PINS Two 5/8 inch diameter by three inch long high strength, heat treated cadmium plated Pier Pins are required per pier. The Pier Pins shall be capable of providing 55,000 pounds of ultimate shear resistance capacity in double shear configuration. Pier Pins shall be 10B21 Boron Steel and heat treated to RC36+/-. Pins conform to ASTM-A-490. 2.12 LIFT SHIMS The Lift Shims are 5/8 inch by 1-1/2 inch and either 7 gauge or 16 gauge cadmium plated hot rolled steel. Lift Shims are used as required. The steel shall conforms to ASTM A-36. 2.13 TWO PIECE LIFT HEAD ASSEMBLY , ©1998 Atlas Systems, Inc. All Rights Reserved A18 The Two Piece Lift Head shall be welded assembly that consists of 5/8 inch thick and 1 inch thick steel plates and is capable of providing a minimum of 45,000 pounds resistance capacity. The Two Piece Lift Head Assembly is temporarily attached to the Pier Bracket by means of one inch diameter by 2-3/4 inch long high strength locking pins that are inserted through matching 1-1/32 inch diameter holes. 2.14 LATERAL SUPPORT DEVICE ' The Lateral Support Device is a specialized tool used to provide a horizontal force to the bottom of the Pier Bracket during Pier Section installation. The Lateral Support Device helps counteract the torque developed between the structure and the Pier Bracket during Pier Section installation. The Lateral Support Device is a welded assembly of steel plate and tubing that has an adjustable length by means of a hand actuated thread and by a steel pin inserted through adjustment holes in the Lateral Support Device. 2.15 HELICAL OUTRIGGER ASSEMBLY, (Optional on AP2-3500.160,AP2-3500.160M and AP-4000.220 Series Piers) The Helical Outrigger Assembly provides supplemental drive resistance when installing the Pier Sections. This optional assembly is for use on light structures with low structural integrity. It is also used to push the Pier Section through weak or unsuitable strata and to develop a higher factor of safety. The Helical Outrigger Assembly consists of Helical Anchors, Helical Extension Sections, Connector Pins and Extension Rods. Specifications for this paragraph are located at the end of the ATLAS PIERS section of this Technical Manual. 2.16 WELDMENTS All welded connections shall conform to the requirements of the American Welding Society, "Structural Welding Code AWS D1.1", and applicable revisions. PART 3 - EXECUTION The following is intended to provide the controlling specification for the installation of each Atlas Pier System. WARNING! TO PREVENT SERIOUS INJURY, thoroughly investigate the possible existence and location of all underground utilities situated at or near the area of work before proceeding. j 3.01 EXPOSURE OF FOOTING OR GRADE BEAM An area shall be excavated immediately adjacent to the building foundation to expose the footing or bottom of the grade beam to a width of at least 36 inches and to a depth of at least 15 inches beneath the base of the foundation element. A chipping hammer shall be used to smooth and prepare the foundation for mounting of the Pier Bracket. The vertical and bottom face of the footing shall, to the extent possible, be smooth and at right angles to each other. The spread footing, if present, shall be notched to allow the Pier Bracket to mount directly under the bearing load of the stem wall. Do Not cut any reinforcing steel in the footing element without approval by the engineer. The surfaces shall be smooth, free ©1998 Atlas Systems,Inc. All Rights Reserved A19 of all dirt, debris, and loose concrete so as to provide firm bearing surfaces for the Pier Bracket. 3.02 INSTALLATION OF THE PIER BRACKET The Pier Bracket shall be temporarily mounted to the Drive Stand Assembly using one inch diameter locking pins and retaining clips. This assembly is lowered into the excavation adjacent to the foundation. The Pier Bracket shall then be seated flush against the footing using a hydraulic actuator or ram. Fastened the Pier Bracket to the footing with two expansion Anchor Bolts. If the Pier Bracket does not have continuous bearing support on either the vertical or horizontal face, then Pressure Bearing Grout shall be used to provide proper bearing prior to driving the pier. Care should be exercised to insure that the Drive Stand Assembly frame is aligned plumb prior to driving each Pier C Section. A carpenter's level may be used to verify the vertical alignment. Install a Lateral Support Device between the bottom front side of the Pier Bracket and the vertical wall of the excavation opposite the pier. During installation of the Pier Sections, maintain support against the Pier Bracket with the Lateral Support Device. If required, install the optional Helical Outrigger Assembly to provide Supplemental Drive Resistance at this time. (See Atlas-Helical Outrigger Assembly at the end of the ATLAS PIERS Foundation Support Products section for specifications) 3.03 DRIVING AND TESTING PIER SECTIONS WARNING! DO NOT exceed the hydraulic cylinder manufacturer's working pressure when driving the Pier Sections. SERIOUS INJURY MAY RESULT. 3.031 DRIVING OF PIER SECTIONS All Pier Sections shall be continuously driven by use of the Drive Stand Assembly. The initial Pier Section shall have the friction reduction collar on the bottom end. Additional Pier Sections shall be added as the pier driving operation continues. Driving of the Pier Sections will continue until rock or an equal bearing strata is reached. (See section 3.032 for definition.) 3.032 LOAD TESTING PIER SECTION 3.0321 USING THE DOUBLE ACTING HYDRAULIC ACTUATOR The pier is driven using the Drive Stand Assembly and the double acting hydraulic actuator until the maximum operating pressure of the hydraulic cylinder is reached or until lift of the structure is achieved, whichever occurs first. If the maximum hydraulic cylinder operating pressure is reached without lifting the structure, load test the Pier Section per Section 3.0322. ©1998 Atlas Systems, Inc. All Rights Reserved A20 I ' WARNING! DO NOT exceed the hydraulic cylinder manufacturer's working pressure when driving the Pier Sections. SERIOUS INJURY MAY RESULT. J3.0322 USING A HYDRAULIC RAM Load testing the Pier to a force greater than the capacity of the hydraulic cylinder is achieved by removing the double acting hydraulic actuator from the Drive Stand Assembly and replacing it with the Supplemental Block. Install a 25 or 50 ton hydraulic ram, depending upon test force required, between the last Pier Section and the Supplemental Block. The hydraulic ram is actuated with a hand pump until bearing strata is verified as defined by a total design pier capacity of: 45,000 lbs.for AP2-2875.165 Pier, 65,000 lbs.for A132-3500.160 and AP2-3500.160M Pier, 70,000 lbs.for AP2-4000.220; or until lift of the structure is achieved,whichever is less. 3.033 DRIVE EQUIPMENT REMOVAL The Drive Stand Assembly is then removed from the Pier Bracket by removing the one inch diameter locking pins. The optional Helical Outrigger Assembly is removed at this time. (NOTE: If the AP2-3500.160M Modified Pier is being installed, or if the Pier is to be sleeved; perform the operations in 3.04 before removing the Drive Stand Assembly.) 3.034 CUTTING FINAL PIER SECTION It is likely that the final installed Pier Section will have to be removed from the ! hole and cut to a length suitable to provide space for installing the Top Pier ] Platform. Mark and cut the Pier Section to the proper length using a metal cutting saw capable of a smooth cut at 90 degrees to the length of the Pier Section. After cutting to length,the final Pier.Section is replaced. 3.04 DRIVING OF PIPE SLEEVE (Optional) Once the capacity of the pier is achieved, the Drive Stand Assembly is used to push the Modified Sleeving Pier Section or plain Pier Sleeving over the last Pier Section or sections. Do not exceed the manufacturer's rated operating capacity for the hydraulic cylinder. The joints between the Pier Sleeves should be staggered with the Couplings on the Pier Sections. Once the Pipe Sleeve(s) are installed, the Drive Stand Assembly is removed from the Pier Bracket by removing the one inch diameter locking pins. 3.05 INSTALLING FLOWABLE GROUT (Optional) Once the pier installed to load bearing stratum and cut to the proper elevation, a neat cement flowable grout may be installed to the pier pipe. The grout will increase the moment of inertia (stiffness) and corrosion resistance of the pier. The grout shall be ©1998 Atlas Systems, Inc. All Rights Reserved A21 introduced to the bottom of the pier by means of a tube inserted into the pier pipe. As the grout is pumped into the pier pipe the tube shall be removed as the elevation of the grout increases. The process shall be executed so as to not entrain air into the grout. 3.06 INSTALLATION OF THE TOP PIER PLATFORM The Top Pier Platform shall be installed over the last.installed Pier Section. Align the vertical stabilizers within the channels on the legs of the Pier Bracket and tap the Top Pier Platform until it contacts the top of the final Pier Section. A small port is provided between the cap cylinder and the platform to verify contact. 3.07 INSTALLATION OF THE TWO PIECE LIFT HEAD ASSEMBLY The Two Piece Lift Head Assembly is temporarily attached to the Pier Bracket by aligning the holes in each assembly. The one inch diameter locking pins and clips are used to align and hold the two pieces,together. 3.08 LIFTING AND HOLDING i The lifting and holding operation is designed to raise the structure and to restore it to as close to the original elevation as the construction will allow. Normally this lift and hold operation is accomplished with several Atlas Piers simultaneously. Install one 25 ton hydraulic ram between the Two Piece Lift Head Assembly and the Top Pier Platform on each pier. Install 3-1/2 inch square pier shims or equal to reduce excess space between the ram and the Two Piece Lift Head Assembly. The rams shall be actuated simultaneously to raise the structure. Lifting shall continue until the structure is restored to its approximate original elevation or to design specifications. Once restored, install the cadmium plated Lift Shims above the vertical stabilizer plates of the Top Pier Platform. The 7 gauge shims shall always be used for this operation. The 16 gauge shims are only used for fine adjustments between the stack of shims and the bottom of the pier pin holes in the Pier Bracket. Install two High Strength Pier Pins into the holes in the Pier Bracket by tapping the High Strength Pier Pins into place. There must be a snug fit of the High Strength Pier Pins and the Lift Shims. The load is transferred to the Atlas Pier System by removing the pressure from the hydraulic rams. Remove the ram and then remove the one inch locking pins along with the Two Piece Lift Head Assembly from the Pier Bracket. l 3.09 CLEAN UP Once the pier lift equipment has been removed, the area shall be backfilled using the previously excavated soil. The backfill shall be made by placing no more than 8 inches of loose material in a lift and compacting that soil prior to placement of the next 8 inch lift. Sufficient lifts shall be used to restore the ground to its original elevation. Slope the soil contour for drainage away from the foundation. .+ END OF SPECIFICATION i ©1998 Atlas Systems, Inc. All Rights Reserved A22 I FINISHED FLOOR CONCRETE STEM MALL FNNSHED FL CONCRETE STEM MALL CONTINUOUS REINFORCED CONTINUOUS REINFORCED CONCRETE SPREAD FOOTING CONCRETE SPREAD FOOTING SMALL ACCESS HOLE SMALL ACCESS ROLE TO BE REFILLED TO BE REFILLED =i I ATLAS qI-PIECE11 --II—1I —_•I I--aoI I O PIER BRACKET III III I—III(I' IIIIII_—I _=I III Vi!liiBUCKET (ATTACHES TO (ATTACHES FOOTINGI aO ATLAS E — O TEM TOP PIER PLATFORM, PIER TO (PIER HAD, TOP TPI — PUT OR FOR APEBI II - PIER A SLEEVE) In �I I I I I III- — III i TOP PIERPLATFORM TOP PIER PLATFORM SLEEVE•MODIFIED PIER ONLY ATLAS PIERS [/•O.D.PIPE ERTOOVER STANDARD STEEL PIER SEEM PIER TOOSTIFFEN JOINTS] ATLAS PIERS I a•Tn•Du,1.1n•DIIL 4•DNA. SEGMENTED JOIXTSI t 42'Tubing) STEEL PIER MODEL AP2S-3500.160M ""r"0aa MODEL AP2 2-PIECE MODIFIED :4rTubng) 2-PIECE STANDARD COUPLING i RESISTANCE PIER COUPLING RESISTANCE PIER FRICTION REDUCTION COLLAR FRICTION REDUCTION COLLAR SUITABLE LOAD•BEARNIG SUITABLE LOAD•BEARING STRATUM OR ROCK STRATUM OR ROCK CONFIGURATION FOR RESTORATIONS FLDD 1 WITH LATERAL LOADING FOOTING SUN MALL ATLAS 2-PIECE PIER BRACKET FOOTING 0 — TIEBACK REACTION — - e° APZS•150&166M PLATE ATLAS 2-PIECE MODIFIED PIER i p I � ATLAS HELICAL II I rpI — TIEBACK ANCHOR I _ el I i ELEVATION \\\//\���\%\ \\\/\\\\\x\ ATLAS PIERSSLE OVER SIn'PERTO STIFFEN SEGMENTED 1•112'O.D. JOINTS PIER PIPE MODEL AP2-3500.160M MODIFIED FRICTION LOAD REDUCTION BURIXG RESISTANCE PIER WITH COLLAR \- STRATUM ATLAS-HELICAL TIEBACK 7 ANCHOR&REACTION PLATE SECTION ■ NlAIOC Figure 6. Atlas 2-Piece Standard and Modified Resistance Pier Applications ©1998 Atlas Systems, Inc. All Rights Reserved A23 I r t9 SBCCI PUBLIC SAFETY TESTING AND EVALUATION SERVICES INC. Evaluation Report(Proposed) CATEGORY: Foundation Systems SUBMITTED BY: Atlas Systems, Inc. 816 796-6800 1026-B South Powell Road Independence, Missouri 64056 1. PRODUCT TRADE NAME . Atlas Piers; AP2- 3500 & 3500M 2. PERFORMANCE OF PRODUCTS FOR WHICH EVALUATION IS REQUESTED Structural 3. USES Atlas Piers are used as foundation systems to support gravity loads from structures by end bearing action. 4. DESCRIPTION 4.1 Atlas Piers Atlas Piers (AP2-Series) are resistance products primarily consisting of 42" long pipe sections which can be coupled together to achieve the desired lengths to reach firm bearing strata. Coupling is achieved by a 6" long tubular steel section of suitable diameter to fit inside the pier section. The coupling is inserted and welded 3" inside one end of each pier section, while the other end extends into the other pier section being coupled. The initial section shall have a collar of 3%2' - 4" outside diameter welded to the lead end of the pipe to assist in reducing wall friction during pile driving. The AP2-3500 series pier section is fabricated from a 3%2' outside diameter by 42" long steel section with a wall-thickness of 0.160 The AP2-3500M is a modified form of AP2-3500, and has a 4" outside diameter, 0.219" thick by 42" long steel pipe sleeve mounted over the AP2- 3500 pier section. This is used in weaker soil to increase the moment transfer capacity from the top pier platform to the pier section, and does not participate in the axial load transfer. 4.2 Connection to Structure Connections to structure is made by a pier bracket which is a welded assembly of W and W thick steel plates, which positively engage the bottom and side of the footing. Bracket is connected to foundation by steel concrete expansion bolts. The bracket has guides which slip into the top pier platform.which is a welded assembly consisting of a 14%" - 18" long steel tube of suitable size to fit over the pier section to form the cap cylinder. The cap cylinder has two 10" long by W thick steel plates welded as vertical stabilizers to the sides of the cylinder, and the top of the cylinder has. a 1" thick plate welded to the top. Page 1 Load transfer from the bracket to the top pier platform is achieved through two 5/8' diameter by 3" long pier pins which bear on lift shims. The lift shims are used as required and are W by-1 Y2" by 7 gauge or 16 gauge steel shims which bear against the vertical plates of the top pier platform. The top pier platform then transfers the load to the pier section through the bearing action.of the pier section against the 1" thick plate welded to the cap cylinder of the top pier platform. 4.3 Material Specifications 4.3.1 Pier Shaft 1. The AP2-3500 and AP2-3500M series pier sections are mill rolled galvanized steel sections with a yield strength of 50 ksi and tensile strength of 55 ksi conforming to ASTM A-53, A-513, A-588, B-6. 2. The AP2-3500M modified pier pipe sleeve is a mill rolled steel pipe with a yield strength of 50 ksi conforming to ASTM A-36. 4.3.2 Pier Bracket Pier bracket is a welded assembly of flame cut steel plates conforming to ASTM A-36, A- 568 and A-569. 4.3.3 Top Pier Platform Top pier platform is a welded assembly of steel tube and steel plates conforming to ASTM A-36. 4.3.4 Anchor Bolts Anchor bolts which connect the pier bracket to the foundation are steel bolts (not provided by Atlas). These bolts do not participate in load transfer, and used to hold assembly in position. 4.3.5 Pier Pins Pier pins are high strength cadmium plated steel pins conforming to ASTM A-35. 4.3.6 Lift Shims Lift shims are cadmium plated hot rolled steel shims conforming to ASTMA-36. 5. INSTALLATION The installation of Atlas Piers shall be done strictly per the manufacturer's published installation instructions which shall be available at the job site during the installation. 6. SUBSTANTIATING DATA 6.1 Manufacturer's descriptive literature and installation instructions. 6.2 Quality Control Manual and Inspection Procedures for the welding process used in the production of the Atlas Piers, prepared by Atlas Systems, Inc. Page 2 3:11WY1lll#LA1jdrC'kktQI1 %Ja.l Vices Building Division Ei 367 Main Street,Hyannis MA 02601 Office:,-508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner Tax Collector Treasurer - Application for Sign Permit Applicant:��LhheS HY�2y � N-e � Assessors No. �O�� Doing Business As: h► i OrAvltS �" b2�01� He�1-e�C Telephone No. 7-25k (42O Sign Location , Street/Road' Zoning District: & . Old Kings Highway? Ye4gNyannis Historic District? (Yes o Property Own Nurse: 4V\yL1S -Tk>-w56A Telephone: 77 0 Address:Z\,3 Village: U`1 ,ern vy, V^-� Sign Contract p�� Name: _ � LYh.0 L) 1 S l (O Telephone: Address: kNA V* Vy ST' Village: Description Please draw a diagram of lot showing location of buildings and existing signs with dimensions, location and size of the new sign. This should be drawn on die reverse side of this application. Is the sign to be electrified? Yesc) (Note:Ifyes, a wuingpermitisrequired) I hereby certify that I am the owner or that I have the authority of the owner to make this application, that the information is correct and that the use and construction shall conform to die provisions of Section 4-3 of the Town of Barnstable Zoning Ordinance. Signature of Owner/Authorized Agent: Date: (�O— Y Size. Permit Fee: r/`: Sign Permit was approved: Disapproved: Signature of Building OlE ial: Date: —/v Signl.doc rev.8/31/98 �vvN by • I L v Q. n • abus0 > •19l5�69-o. ° PLYMOII'�H .SIGNS PI SOUTH --MOUTH Dm •a9s.a9a1 d � 1 � I o { A r.. • y r •ti J f d WZAed ec`d OEPARNT OF PUBLIC-SAFETY - CONSTRUC.TION SUPERVISOR LICENSE Nusber -_ Expire), . — Restfac;taedl ,- 00 R4NplD C�fBEGERU . 18�8%1Ih85A:LN'' HARSTONS MILLS, NA 02648 INIWOV - 061, �po�a itW=ap10, i s Department of Industrial Accidents Office 9'"1085992 0S 600 Wasltington Street Boston,Mass. 02111 Workers' Com ensation Insurance Affidavit name: 0 Y3 n A lag, ►I t t 1 `2Q►Y101'1�.�Ihl location: Ti 1iV b- L Lai city � /l W MO R M 11.11 ,/t/14, el- 26 4-E phone f . ZE 4-Hr-a't0a�' ❑ I am a homeowner performing.all work myself. ❑ I am a sole proprietor and have no one tivorking in any ca achy �am an employer providing workers' compensation for my employees working on this job, comnnnv name: Mu, address: tv . city: _ �(/�-r•s ra>Lt� �/tf. 1 I ✓V phone* e insurance cn. 10 lj eiicv# , ❑ I am a sole proprietor, general contractoi:, or homeowner(circle one)and have hired the contractors listed below who have the follo«ing workers' compensation polices: comnanv name: address. dtv phone#- .. . insurnnce cn. camnary name- :.............. addresr: phone#? ::..>..:. ll # itunrnn[C CO. .... oev :.::::•^•:...;:.;::.max.+;::::•....:::; •�'•a:;:::.':�.;:;...,.•i'•c::.;..:.. Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of ertntinai penalties of a due up to S1.500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a Qne of S100.00 a day against me. I understand that a copy of this statement may be forwarded to the OMce of Investigations of the DIA for coverage vertu ation. 1 do hereby cerri •under the pails and penalties of perjury that the information provided above is true and correct Sii>ttature Date ©Cr `�l Printme name ! (_ Phone 0 � Sr �6�5 Ccontact?erson: ly do not write in this area to be completed by city or town oMdal permiuncense# ❑Building Department ❑Licensing Board mediate response is required ❑Selectmen's OMce phone#; Queer Department ;rrnea r95 PJA, Fil Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensations&—L'r employees. As quoted from the "law", an employee is defined as every person in the service of another under any cc=--:— of hire, express or implied, oral or written. An employer is defined as an individual, partnership, association, corporation or other legal entity, or any two or more c: the foregoing engaged in a joint enterprise, and including,the legal representatives of deceased employer, or the rece-n=_ - trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who.empl6ys persons to do e, construction or repair work an such dwelling house or an the grounds c: building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or Iocal licensing agency shall withhold the issuance or renew_ of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neii the . commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the cc=actias authority. Applicants Please fill in the workers' compensation affidavit completely, by checking the box that applies to your situation and supplying company names, address and phone numbers along with a certificate of incnr;mcc as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insura —n--..ce coverage. Also be sure to sign and ,date the affidavit. `Me affidavit should be returned to the city or town that the application for the permit or license is -i requested, not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you *. are required to obtain a workers' compensation policy, please=11 the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has space a provided ace at the bottom of the P affidavit for you to fill out in the event the Office of investigations has to contact you regarding the applic� Pl=sc be sure to fill in the peimitllicense number which will be used as a reference number. The affidavits may be rc iiiZ io the Department by mail or FAX unless other arrangements have been,made. The Office of Investigations would file to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. The Department's address;,telephone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents Ofifce of mvestloatlons r 600 Washington Street Boston;Ma. 02111 fax#: (617) 727-7749 phone #: (617) 727-4900 eXL 406, 409 or 375 ,r t ice/Cam pls-Njz,5 fat irJ rwoboRpm i' hIRLrOM CrJ M o +may Sd FNry� In 24 , ,05 04 �2 103 S� ; ;7 02 128 PXL� . � 101 F � •� ISO 43 fay f ►=G ,a j 0 .1 lew, .. ` 207 N 205 Ze a eat 220 203 230 S asro 232 ,` �/'C± ��� �� � � �� ��� �-� S'�- -� �- ��S" �` � �� � - � � ��- i � �, �� - � �� � � �� � � � } �. �� �,� - i ' — , . k. - s )ENGINEERING & PHILBROOK CONSTRUCTION ENGINEERING DESIGN&INSPECTIONS 107 BEACH STREET DENNIS, MA 02638 T.VARNUM PHILBROOK, P.E. 1-508-385-8682 MEMBER-ASCE r Q engineers, inc 1223 Mineral Spring Avenue North Providence,Rhode Island 02904 STRUCTURAL EVALUATION HYANNIS HARBOR HOTEL ^34 , Vrr gp {� e_ s Prepared for: I,. Doug Cohen Bellevue Properties 1 Bellevue Avenue Newport,Rhode Island 02840 September 17, 1999 Phone: 401.724.1771 Fax: 401.724.1981 I I ' � engineers, me Structural Evaluation TABLE OF CONTENTS 1 ' INTRODUCTION 3 ACTIONS TAKEN 4 ' DESCRIPTION OF EXISTING STRUCTURES 4 ' EXISTING STRUCTURAL DEFICIENCIES 5 ' SUMMARY AND RECOMMENDATIONS 7 PHOTOGRAPHS 8 HYANNIS HARBOR HOTEL - PAGE 2 99201BV � engineers, inc Structural Evaluation 1 INTRODUCTION ' This structural evaluation of the Hyannis Harbor Hotel located at 213 Ocean Street in Hyannis,Massachusetts,was performed at the request of Mr. Doug Cohen of Bellevue ' Properties. The purpose of this structural evaluation was to determine whether areas of concern to the City of Hyannis Building Department were justifiable structural problems. ' This evaluation was undertaken with the full cooperation of the Hyannis Harbor Hotel General Manager,Mr. Mark Lawrence, and the Hotel Maintenance Staff. The evaluation was limited to a cursory visual inspection of accessible areas where the ' alleged problems are occurring. There were no architectural or structural drawings made available to this Office for this ' evaluation. 1 HYANNIS HARBOR HOTEL— PAGE H 992010V 1 engineers, me Structural Evaluation ACTIONS TAKEN On Thursday,August 26 1999 Field Engineer Paul Wilkinson proceeded to the Hyannis ' Harbor Hotel. The Field Engineer met with the Hotel management and maintenance staffs. Representatives of these staffs took the Field Engineer on a tour of the site. The tour included access to the basements and the first floor rooms for Units 118, 119 and 120; access to the crawl space and first floor rooms for Units 121, 122 and 123; access to small ' portions of the crawl space and the first floor of the Cape Cod Room and the Nantucket Room; access to the basement for Units 124 and 125; and access to both levels of Townhouse Units D,E,F, G,H,J and K. ' After the initial tour the Field Engineer revisited these areas, documenting the visible g existing structural conditions found at each location. Documentation included written ' notes, digital still images and digital video images. The Field Engineer,upon returning to the offices of Odeh Engineers,Inc.,reviewed the ' findings of the site visit to the Hyannis Harbor Hotel with David Odeh,P.E. The conclusions reached from this review form the basis for this report. DESCRIPTION OF EXISTING STRUCTURES The structures of Units 118, 119 and 120 are located at the northern end of a strip of apartments that face the Hyannis Harbor. These Units are attached,two-story wood framed structures,with concrete foundation walls and interior lally columns that support the two floors and a roof. ' Units 121, 122 and 123 are similarly constructed two-story wood framed apartments on concrete foundation walls with interior lally columns. ' The first floor of the Cape Cod Room is constructed over a shallow crawl space with prefabricated wood truss floor joists sitting atop concrete foundation walls. The Nantucket Room, based on the limited access to this area,is constructed on concrete foundation walls ' with wood floor joists. Above both the Cape Cod Room and the Nantucket Room are two-story Townhouse style units. These townhouse units are framed with a combination of steel columns and steel beams and wood framing. The access to Units 124 and 125 was very limited. It was observed that these are two-story structures,with a concrete foundation wall and first floor wood joists. HYANNIS HARBOR HOTEL - PAGE 4 992010V h I I ' � engineers, me Structural Evaluation I ' EXISTING STRUCTURAL DEFICIENCIES 1 UNITS 118, 119 AND 120 ' • FOUNDATION WALL SETTLEMENT—The foundation walls of these units appear to be settling drastically. The amount of settlement of these walls increases ' going from south to north. The north end wall appears to have settled approximately 20". The settlement has caused major cracks and lateral displacements in these foundation walls and in adjacent basement ' partition/firewalls. (See Photo #1 through Photo #4.) • MOISTURE IN THE BASEMENT—In the basement below these units there is excessive moisture. This condition is indicated by the severe corrosion of the bases of the steel lally columns. A drainage system and sump pumps were being installed at the time of the site visit for this structural evaluation. (See Photo #5.) UNITS 121, 122 AND 123 • SAGGING OF FIRST FLOOR INTERIOR BEAM—There is significant, I ' visible deflection at the southern end of the first floor mid-span beam. This member is a nominal 6�� by a wood beam spanning 15/z that supports the 2 x 12" floor joists spaced at 16" on center in both directions with a joist span of 1 V/z'. t (No photo.) • FOUNDATION WALL SETTLEMENT—It appears that these foundation walls are settling. This is indicated by large gaps in the construction joints of the ' foundation walls. There are also cracks in the foundation walls. The gaps and the cracks get progressively wider from bottom to top,which is indicative of foundation settlement. (See Photo #6 and Photo #7.) • IMPROPERLY BACKFILLED OR UNDERMINED STEPPED FOOTING—Steps in the footing of this structure were either.improperly backfilled during construction or were undermined later. (See Photo #8.) • UNDERMINED FOOTINGS AT SOUTHEAST CORNER—The footings at the southeast corner of these units has been undermined for the installation of ' pipes to pass through to other areas of the Hotel. (No photo.) • SOUTHEAST CORNER AND EAST WALL FOOTING LESS THAN FOUR FEET BELOW EXTERIOR GRADE—It appears that the footings for the southeast corner wall and the east wall are less than four feet below exterior finish grade. (No photo.) ' CAPE COD ROOM, NANTUCKET ROOM AND TOWNHOUSE UNITS D THROUGH K HYANNIS HARBOR HOTEL - PAGE 5 992010V I I ' � engineers, me Structural Evaluation • ROTTED FIRST FLOOR JOISTS AND SILL PLATE—The sill plate and the I ' first floor prefabricated wood joists in the Cape Cod Room have significantly deteriorated at some locations. (See Photo #9 and Photo #10.) • UNDERSIZE STEEL COLUMNS WITH SUBSTANDARD t CONNECTIONS—There are 3" x 3" tubular steel columns in these areas that support a floor and a roof subject to snowdrift loading. Some of the connections for these tubular steel columns appear to be improperly fabricated. (See Photo ' #11.) UNITS 124 AND 125 ' There was only limited access to the basement of Units 124 and 125. In the basement below these units,it was observed that an interior wood stud partition wall adjacent to the ' south foundation wall was severely bowed. The cause of the bowing of this partition wall is not known with certainty at this time. (See Photo #12.) HYANNIS HARBOR HOTEL - PAGE 6 99201BV 1 � engineers, me Structural Evaluation ' SUMMARY AND RECOMMENDATIONS Based on the findings of the site visit to the Hyannis Harbor Hotel, this Office concurs ' with the Hyannis Building Department's suspicions that the affected Units are in a state of severe structural distress. ' If you have any questions or require further information regarding this report,please contact this Office. I, HYANNIS HARBOR HOTEL — PAGE 7 992010V f I I ' engineers, inc Structural Evaluation PHOTOGRAPHS 1 r t Photo #1 ' View using infrared imaging of the apparent 20"settlement of the concrete foundation wall located at the northeast corner of Unit 120. 1 1 HYANNIS HARBOR HOTEL - PAGE 8 99201BV f ®ngin®®rs, inc Structural Evaluation 1 I��I ,.,. r. 1� M w kW Photo #2 using infrared imaging of the a arent 20"settlement of the north concrete View g gmg' PP foundation end wall located under Unit 120. 1 HYANNIS HARBOR HOTEL- PAGE 9 992010V 1 I � ®ngin®®rs, inc Structural Evaluation 1 f c Y ' Photo #3 View using infrared imaging of severe stress cracks in the north concrete foundation end wall located under Unit 120. 1 1 HYANNIS HARBOR HOTEL - PAGE 10 99201BV � | | . � engineers, Igo Structural Evaluati■A . . Photo/¥ View using� a e� J imaging of a e al iKs l c me ro t ep2rtition 7afl/fie 7--W located in the basement below Units 19and � � � HYA■■1 H■■■■■ HOTEL - Pa■■ li 992018V � ` . � ®ngin®®rs, inc Structural Evaluation WMSZ,� A a`A Thy - 7 1q 1; 1 s. �„cwa c� s Photo #5 View using infrared imaging of the typical corroded bases of the steel lally columns found under Units 118, 119 and 120. HYANNIS HARBOR HOTEL- PAGE 12 992018V I I ' engineers, inc Structural Evaluation h: d I i S f j 9 4y Photo #6 View using infrared imaging of the wideninggap between adjoining sections of the concrete foundation wall located_under Units 121, 122 and 123. The gap at this ' construction join tprogressively gets wider from bottom to top, which is a typical settlement indicator. 1 HYANNIS HARBOR HOTEL- PAGE 13 992010V I � I I ' engineers, inc Structural Evaluation i€ It 3 r�it r Photo #7 View using infrared imaging of large settlement crack in the concrete foundation wall located under Units 121, 121 and 123. 1 1 HYANNIS HARBOR HOTEL - PAGE 14 99201BV engineers, me Structural Evaluation 1 €. S "AR, + 71 ° Photo#8 View using infrared imaging of step footing that was eith er improp erly back6Wed ' during original construction or was undermined subsequent to that date. HYANNIS HARBOR HOTEL - PAGE 15 99201BV 1 1 engineers, inc Structural Evaluation F 1 i 1 +s 1 1 Photo #9 View of deteriorated first floor prefabricated wood joists located in the Cape Cod 1 Room. 1 1 1 HYANNIS HARBOR HOTEL - PAGE 16 99201BV I I ' � engineers, me Structural Evaluation oA a FF ay n•� 1, t,r# . .*ail ,! � '�"�� i 0 � # Y. h •ti, . ,"; � a4„�� Erg' ,.� , � tE, ;NfN�i �# h in4 i r f ' Photo #10 View of deteriorated sill plate and ends of first floor prefabricated joists located in ' the Cape Cod Room. 1 t HYANNIS HARBOR HOTEL - PAGE 17 992018V engineers,, inc Structural Evaluation I ' lie a r m ¢ y Photo#11 1 ►► �� tail View of ica13 x 3 tubular steel column with substandard connection de tYP ' used to support floor and roofframings for the Townhouse Units located above the Cape Cod and Nantucket Rooms. I ' HYANNIS HARBOR HOTEL - PAGE 18 99201BV t t I I ' ®ngin®®rs, me Structural Evaluation . ��45 4x te t a V. + Photo #12 ' View of bowed interiorP artition wall located in the basement below Unit 124 and Unit 129. 1 HYANNIS HARBOR HOTEL - PAGE 19 992010V �%E . The Town of Barnstable. ... • snaxsreets. 9 �►�es9•. �' Department of Health Safety and Environmental Services � � Building Division 367 Main Street,Hyannis MA 02601 Office: 508-8624038 Ralph Crossen Fax: 508-790-6230 Building Commissioner August 17, 1999 John and Doug Cohen Harborview Hotel Investors 213 Ocean Street Hyannis,MA 02601 Re Harborview Hotel _ 1 213 Ocean Street,Hyannis,MA� Dear Sirs: --� I regret to inform you that I have had to condemn,as unsafe,the foundation and structural supports of the Harborview Hotel`under rooms 118- 128. An inspection completed by my office has revealed totally fractured foundation walls,no reinforcement,inadequate footings,crawl spaces dug to the water table elevation,no ventilation,and whole foundation sections sinkmg into unstable soils;one such foundation section has'sunk over 16 inches in 20 feet alone. These rooms,both on the fast floor and the rooms above(219�229),must not be used and must be taken out of commission altogether until repairs are made to the foundation system to our satisfaction. I have taken the liberty of discussing this with your engineer so he is aware,of the problem and the extent of the foundation failure at hand. The deck on the Ocean Street side of these rooms may still be used unt�aconstruction plan is approved. This means that two sections of your building will not be able to pass through this section of the motel to get to the indoor pool. You must;as required by section 121 of 780 CMR,take immediate steps to address this problem. A complete plan prepared by your engineer must be started and a permit applied for as soon as the plan is completed. \, - I realize this type of letter may seem shocking to you,but the seriousness of the structural failure dictates I take this sort of action without delay. ' I will be more than happy to discuss this with you or your attorneys at any time. Sincerely, d e 1ph .Crossen Building Commissioner RMC/km cc: Hyannis Fire Department Philbrook Engineering via Certified Mail Z 203 500 452 R.R.R. g990817a 4 PHILBROOK y! LELD REP Project ENGINEERING F No: i DE BEACHsrHW Sheet No:=of i MEMO FOR RECORD: 20 September_1999 z Subject: Framing & Finish Work Inspections - 17 &25 AUG and 16 SEP 1999 Structure, Fire& Egress I Location: Hyannis HarborView Resort Hotel Project No: P95-04 Barnstable, MA i DESIGN/CONSTRUCTION REVIEW CRITERIA: i 1. This next series of frame and foundation inspections were done under the main building at the intersection of the rear and right wings. It in- cludes Rooms 118 thru 128 and 219 thru 229. This area further affects the adjacent areas of the indoor pool and the R1/R2 spaces. On 17 AUG 99 the Town of Barnstable issued a do not occupy (or use) order for these rooms based upon their inspections. They witnessed the r excessive foundation settlement and wood frame disruptions. At that they also inspected the spaces beneath the R1/R2 room areas. From the i first work started last Spring these sections were identified as: e Phase I (from MFR dtd 8 JUN 99): b. Sub-Basement Foundation Cracks, Main Girt Supports and Leaks j d. 1st& 2nd Floor; Repair/Fe-fit Rooms 222, 223, 224(over lb) 2. General Conditions - Frame & Foundation: Summarizing on past inspec- tions there is little good to report. Due to soil subsistence sections of i the foundation have settled over 18". As this problem developed efforts were undertaken to shore up the wood framing resulting in 18" of cobbed together in-fill masonry, wood framing and block piers. Unfortunately this was on-going when the RIM and suite additions were built. Settlement problems have transfered to the common walls between these two con- structions and directly affect basement spaces beneath Rooms 124 thru i 128. Mechanical and electrical work threads thru the area and is support- ed by the frame. Foundations are of mixed heights and in some cases appear as only in-fill construction. Upstairs, inspite of substantial jacking in the basement the floors of Rooms 222, 223 & 224 are very uneven to i the point of being uncomfortable. All of these problems are due to move- ment of the foundations due to poor sub-grade soil conditions. Coupled w/constant run-off water problems this remains an unstable condition. I General Condition - Inner Courtyard/Indoor Pool/Rear Lobby: As noted in I past reports work has been on-going in these spaces. Presently the Rear Lobby area has been completely rebuilt to include the exterior deck and stairs. These are properly finished. Further, work has begun on fixing i the problems wl the Inner Courtyard/Indoor Pool. Structural and egress work is being done concurrently. A new landing w/Code complying rails and stairs now allows exiting of the Inner Courtyard thru the Rear Lobby. This is mentioned here because one of the exitways from the courtyard and pool areas is via. a connecting hallway that runs between Rooms b 120 & 121 in the unsafe area outlined above. General Condition - Restaurant Spaces R1/R2: The initial inspections noted the rotting bottom chords of the open web floor trusses. Housed Win the 1st floor is a row of wood piles which support a built-up PT SYP girt. This in turn supports cross-framed steel beams on their in-board end. The outboard ends rest on the half-height foundation wall. These beams provide support for the mutt-story 3"tube columns. This arrange- ment may explain why the 2 story &suite framing is fairly level but the i common separating hallway and foundation walls have settled. c(oply P82•FRW-7 ` ENGINEERING FIELD REPORTMORKSHEET ; Project No: P �' y 107 BEACH STREET PHILBROOK ( DEWAS, Sheet No: 2 of Z MEMO FOR RECORD: 20 September 1999 Subject: Framing & Finish Work Inspections - 17 &25 AUG and 16 SEP 1999 Structure, Fire & Egress 3. Specific Work Notes (by affected area): Frame & Foundation: a. Clean-out debis and junk removing all trash b. Remove 1st floor exterior wood decks and misc. framing except where egrees to the covered stair core occurs from the Indoor Pool/Courtyard c. Conduct a minimum of 4 to 6 core samples. This will determine depths and extent of problematic peatlorganic sub-grades. See plan sheet d. Based upon the findings a foundation repair plan can be for formulated to include: (1.) Building support plan using temporary beams and shoring (2.) Excavation and removal plan for the failed foundation and spoils (3.) Underpining and foundation replacement plan to include ventilation (4.) Exterior and interior repairs related to the leveling of the existing frame and the rebuilding of the exterior decks, rails and stairways (5.) Control of roof water run-off and positively graded landscaping Building Dept. requirements will require a Peer Review(2nd Engineer .h opinion) IAW Para. 110.11 of the State Building Code. This work will be substantially disruptive to Hotel operations and will directly affect both area access and guest convienences. Parking and a contractor's yard will have to be provided for. For construction purposes it may become necessary to provide equipment access either thru or over a portion of the building in order to reach the Courtyard portions of the work. E Inner Courtyard/Indoor Pool/Rear Lobbv: Basic construction repairs are to continue IAW the MFR dtd 12 AUG 99. ! As inspected the shared means of access between Rooms 120 & 121 is still safe to travel even though occupancy of the same rooms has been denied by the Building Dept. The framing here is double construction. Although settlement is probably on-going there is no evidence that any form of catistrophic failure is remotely possible. The wood framing is i still tight and the decks and walkways are level (safe to travel). ( Restaurant Spaces R1/112: t Once the work plan for the Frame & Foundation of Rooms 118 thru 128 i is begun it will automatically include and common bearing wall located between the old 2 story Hotel wing and the R1/R2 plus Suite spaces. Work here will include construction of temporary shores and at least a 1 partial removal of the 1st floor frame. This may be the time to continue the removal of the rotted 1st floor. If so than ventilation and proper framing plans will have to be developed. 4. The soils investigation process should be started as soon as possible in order to provide a basis for plan preparations. T. VARNUM PHILBROOK, P`jH OF ,M Philbrook Engineering �,� ►� ��. T. VARNUM 1 Inclosure: Site Map w/Work Locations o PH'LBROOK :l MECHANICAL vs No. 30690 10 9�•rF�FCISTEa ALC(DPY P82-FRW-7 S r ,. Ixx�ll?ci�Np f 5��k�FS 51ALO Ixii2,lSi•Rr£�' N -Q V> O ti LA NCl4N0M N O N N V7 t7 qn l T` ICE c DOOR ch w wmpm 00t, I t I - "__ . is d, 4D t� 0�0 N N 12 105 125 104 103 OU 127 102 J278 Pa�L 101 FRONT - �30 t14 143 131 . .132 141 140 133 139 �� Harbor iew �� RESORT HOTEL nu om AIM."WAM W ow N -d• In t0 P. to O N vt to ao O N af• J�lIBS w v •$- v v O O w N aD 207 N N N N cV N N C4 N N N N N 225 206 226 Sh4iBy 205 227 - StfhRS 204 220 203 5t14rQ5 229 230 231 232 FRF-1 JL ' 1OWN-OF BARNSTABLE BUILDING PERMIT APPLICATION �r �p�., Map Parcel 072E O BS — C;D� ! ' �� Permit# 9 T - Health Division Date Issued Conservation Division 1Z:1 Fee - Tax Collector !.`AICANT Off O"M A SEWER 00NNECTI0N PRWT FROM THE Treasurer-' -; $DIGINEEgINp PQ8'1�D n .n f.e" t i'e Historic-OKH Preservation/Hyannis Project Street Address 44 3 Oc exW a Village Owner ►,-I rut SHl1-100;-fJlf M-) Address 213- ®cam OLiO/ Telephone '509- 775- !14-�10 Permit Request Opt cr � s AeW /S Fx�s7„✓(r. Square feet: 1st floor:e�'sting proposed 2nd floor: existing proposed Total new Estimated Project Cost Zoning District Flood Plain Groundwater Overlay Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes,attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure i. Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other r 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 Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other 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 r BUILDER INFORMATION Name 'Q*. e FeGe�elephone Number �4-A( �46 Address mb2� License# ✓u��s taws ..uc t�s �• o�c¢� �-4.5�ra Home Improvement Contractor# urril - Worker's Compensation# LL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT W LL BE TAKEN TO V44-»'►O Ujt = aspes L i�SA i�a93vn✓ / Ups'. SIGNATUR DATE FOR OFFICIAL USE ONLY ., ,;` a •� � ', , ' !i ' �-_: . .' + _ +1, x { y ". �e r t'..•--�'' '�' ` EERMIT NO / v ) -• `'' DATE ISSUED t MAP/PARCELNO. ADDRESS . r', 'VIL•.L<AGE CY OWNER. .� �' • .� [" - -. fY ..�~ ~ ' ' f � !' ; �,• it , J F+ f =. � r - Y ' DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE, EL`<ECTRICAL: ROUGH FINAL ' PLUMBING: ROUGH FINAL ` GAS: ROUGH;TW�01 FINALA FINAL BUILDING DATE CLOSED OUT Est ASSOCIATION-PLAN NOA Y Now England: Foundation 5tahili tiro C . (4p1) 431-0522 Fax (401) 438-0281 January 25, 2000 CPR Construction Company 24 Nantucket Street Hyannis,MA 02601 RE: Atlas Piers for Hyannis Harbor Hotel Hyannis, MA Dear Dick: We are enclosing some information regarding the Atlas pier system. We would be utilizing the AP2G-3500.160M piers for the installation at the hotel. Enclosed please find a case file project, specifications for the installation and evaluation report for SBCCI. The piles have been utilized all over the Commonwealth of Massachusetts for both lift and stabilization of'structures. Their use is governed by the structural engineer of record and have been approved for use within the Commonwealth. Recent construction has included the City of Boston for which suitable building permits have been obtained. If you should have any questions or we can be of further assistance; please do not hesitate to contact us. Very truly yours, New England Foundation & Stabilization Company George J: Geisser, III, P_E. President 227 Warnpanoag Trail Riverside, Rl 02915 °FINE tqr,. The Town of Barnstable suuvsTneM Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner January 25, 2000 Ronald C. Fregeau 188 Timber Ln. Marston Mills, MA 02648 re:Hyannis Harborview,213 Ocean St.,Hyannis Dear Mr. Fregeau: As a condition of your building permit modification application I will need the following: 1.) Soil sample reports 2.) Proof that Atlas piles are approved in Mass. by the BBRS. I have talked to your engineer and will issue the permit as long as I receive these items within 7 days. Thank you, Ralph M. Crossen Building Commissioner RMC/aw r ej4/GN/VJW 1J•JW UL1 zDr-M. CIVl:1INr LM-I:vU:�-.+J!•.f UMP9I 1UI-4 JYJIJ' n "°""""" Allstate Drilling Co. HIM No f 1Gi .. 1A a9an� 0, ENGIMERS.WC, M011A1. wt 140 IA►1 30 Ap ,HYAAJNIS HARBOR HOTEL pilglT CJ iw+ne+a: AUPAW MO• •345 1171179 .I D, 1 318 DATE.START - 04*JND WvAT1*1 NEIP+lJ' �A>y{►{D P.0. DATE. 11I416N: 13 OWUND WATER OEM 9dM►1t DENlli1 1lQFllfi !{Ow K� MD If" r�t�r�prr Of t�+dhlG1 F�EIp 1DE►�TPftGATMptiI 01 5016S. YEMMTS iNM.C1 ac .,1 rOpt ,�NS i�wi! �K Sr ��w" t+ WRIM60 iIN COW& ft lkM Maws4�ewmas - LOOSE DROVE SAMPLE SPOON FROM 0.7 TO 10A' - END OF BORIW-NO SAWLINO-USED 140# 2-4.0 — 4-&2-I VERY HAM1e9F.R. . LOOSE d-6.0 --- I.1.1• 64.0 - - LOOSE 8•t p.0 — -s MID. DENSE 10.0 l END OF BORING _3o M NOTE: 80M. 0 DONE tNSME BASEMENT I AXtA Of SEVERE FOUNDATION DAMAGE aau+q kwau r0 o n.vW A GMW, NO OMPM MUN11Du r1p, h rpo,im WIN-0 T.rt of Senm1e SM6pa . 0 O, C aGror wsWol►W ron 0 N�QI6 4� tat �/M Q fw*hm"B uln y.lfnvrgr/ S•1 la• !•1 W� --- iPeTeu III •IDwy+ It's MIr Or•rc ImNo lerl C�i«y us a v--dw••w iMfbT erg a1 to i/M 01 N ®alw 1.19 612 +" a zv6•e*ell 10 + ve.T Ors ..111 v.ff;N S'♦ ► o l 01/24/00 1.5 lzu Ult1tmStW. tMl1IVCCRL!W 1-URrtA-,,M I ,Div �e • + ,a �� v. � .� WAAUWAUstate DriWng Co. wart I CASWO. WI.—FALL - mw RIG Bat SAAVW.wT, 140 FALL 30 MJRMMA=HARBOR HOTEL O�SFT Wrsc ' X-343343 D 1M. SAMPLER i.D. 1— _ CATO. $TART• `!!m— GiWftwo WVATM Nunr. ' CASING t•Q. ----- DATE. FINISH GRdJND WAI'" 5$' pin,c iAreel TYrT ITMTT4TIpvi o1NTO Y ��! i16L0ool"c sOLNT1f1GATi0N QP SO11a ISMAYIS aao« o Na of ILowa�� co"14T eCIPTTH away r.swa cam bra-"R a6 0q!k UWACE ►OO 4AURF eKwli raVuk tter W4aMQV rrq saoa�WANM 06UPSTW WAUftC �4 ME . DROVE"LEM33rFi1011 0.0'TO 14. - WAY END OF BORING-NO SAbB UNG-USED 1400 2-4.0 — 2-1.11-0 LOOSE HAMMER. 7"6. 0-04-1 6-&0 -- 0-2-3-2 ' 8-10.0 — 1.4.2.3 —10 l0- - 12-14.0 LOOSE 14.0 _gp END OF 80KINO NOTE, B-2 D014:E OUTSIDE IN TERRACE AREA 040e•001" YOAh y 140%-W+ yu-®3r v+V Q.0 4v-r+. yra of% at Drop d Cv�wtsw =i Cabo;'*t�� 140 e,ray taCa.a/ w-Ya.%84 Ora ti0p P rrr la0n OT YMf Sbry f"'�0e-0—�-" 4!m VW/iY�va�iHM hM4 H to m% 1.o ta" 3,4 10 a.a Ir:Teri/.r AeAror +ew. Tt Ii K'il 10.Te MN D.ar,a $-1 alSrlM too cW-g�._....,..o UL s Uwf•uw+lar H anI a/ra 51% >/N ie 9.15 510 d ��- Y Ynfa 4-r i/ i. Yarr Aire 1440 Y-yr;N Sew « »♦ NOW Atlas Systems,Inc.Foundation Repair http://www.atlassys.conVindex.htm `mob ATLAS a � SYSTEMS H` . We Can Change History SIL Attention Dealers: _77 w " 3 eck out the new Atlas 3 • News _.. site! S P ATLAS r Case f'. HelIc2/ Studies Clickp one a link to learn more about} �A Atlas Systems e How do you restore a home that is slowly sliding off a mountainside? Or add new foundations to support a larger balcony in a.restored concert hall? Or prevent serious foundation damage from the vibrations of a huge forge press? Or build a home or business economically on marginal soil? Or restore a cracked basemen_t wall that threatens to collapse? THE ANSWER IS ATLAS PIERS OR ATLAS-HELICAL SYSTEMS For more than 10 years, Atlas Systems, Inc., has been a leader in the design, development and manufacture of steel foundation support products and equipment. Through our network of trained dealer/installers, we provide foundation support systems for residential, commercial, industrial and institutional applications throughout much of the United States. Our patented systems undergo rigorous quality tests, including set chemical, physical and instrumental methods of analysis. They carry a 10-year manufacturer's warranty. 1 of 3 1/21/00 1:57 PM Atlas Systems,Inc.Foundation Repair http://www.atlassys.com/index.htm Atlas Pier Systems Atlas Pier Systems not only stop settlement, but they actually restore the foundation, and the structure in most cases, to their original, level position. Using portable equipment, they s are hydraulically driven.to rock or a measured design load strength. These piers are _ . manufactured under strict quality standards for workmanship and materials are installed p only by authorized, qualified contractors. They eliminate the need for repeat repairs and are covered by a 10-year manufacturer's warranty. Atlas Piers have been used to restore and/or stabilize homes and commercial structures j whose settlement has resulted from a wide variety of soil problems. Foundation settlement and movement can be caused by building on expansive clay, compressible or improperly j compacted fill soils, or improper maintenance around foundations. Whatever the cause, settlement can.destroy the value of structures and even render them.unsafe. -- Properly installed, Atlas Piers can prevent settlement, stabilize foundations and restore settled structures nearly to their original position, often closing structural defects, such as cracks and deformities caused by the settlement. Because the solution is both permanent and economically attractive, the structures retain or recover their value. Atlas-Helical Systems r Atlas-Helical Systems are ideal for stabilizing foundations and slabs built on a ,u questionable soil, as well as seismic protection, tieback anchoring, deadman anchoring f .f`µ and fixture anchoring. Atlas-Helical Systems are easily installed even in tight areas and .;V can be used with Atlas Pier Systems for increased stability. Atlas-Helical Systems are removable and reusable for temporary applications. Manufactured under strict quality standards, they are installed only by authorized contractors. Atlas-Helical Systems provide stabilization for both new and existing construction and . r restoration. Installed vertically through problem soils until load-bearing soils are.reached, they protect new construction built on marginal soils and serve as underpinning to stabilize and restore slabs damaged by expansive soils, erosion or poorly compacted fill soils. Installed laterally as tiebacks, they can stabilize and restore walls that have been improperly constructed or damaged by poor drainage or expansive soils. --=— '' yw•� Like Atlas Resistance Pier Systems, Atlas-Helical Systems require little space for installation. They are permanent solutions to wall and foundation problems and have proven not only effective but also economical. Atlas Resistance Piers.and Atlas-Helical Systems are sold and installed only by exclusively authorized, qualified contractors. These contractors have undergone extensive training and are qualified to recommend and provide the appropriate solution to a wide range of soil problems. Change the course of history. Choose the most economical, lasting solution to settlement problems. Choose Atlas Piers or Atlas-Helical Systems. Call your nearest Atlas contractor today. 2 of 3 1/21/00 1:57 PM r Atlas Systems,Inc.Foundation Repair http://www.atlassys.com/index.htm Atlas Systems, Inc. (Main Office) (Dallas Office) 1026-B South Powell Rd 519 Interstate Highway 30, Suite 30 Independence,MO 64056 Dallas, TX 75087 Office: (816) 796-6800 Office: (972) 772-1865 Fax: (816) 796-0919 Fax: (972) 771-2075 Toll Free: (800) 325-9375 Toll Free: (800) 241-1950 3 of 3 1/21/001:57 PM Case Studies:Congested Site http://www.atlassys.com/congested.htrr. Congested Site, Wind Loads, Underground Utilities Nearby? A major chemical plant needed to install a Stripper Recycle Neutralization Column Structure. The engineers came to Atlas Systems, Inc. with a challenge. They needed 27,000 pounds of total foundation support in poor soils where winds on the Stripper Column could on occasion cause an uplifting force of 21,000 pounds. To make matters worse, not only is access to the site difficult and congested, the construction area is cluttered with underground piping and electrical conduits. The client trusted Apex Engineering,Inc. in Calvert City, Kentucky, to solve their problem. Apex recommended using ATLAS-Helical New Construction Piers as THE SOLUTION! r mow,; �, >x�,r• ,a This view of the job site shows the tight working conditions.The technician is adjusting the hydraulic torque motor prior to installing an ATLAS-HelicaMer. THE SOLUTION: ATLAS-Helical Piers NO PROBLEM! 1 of 3 1/21/00 2:09 PM Case Studies:Congested Site http://www.atlassys.conVcongested.htn PROJECT SUMMARY Atlas-Helical Piers Installation Torque 11SEM0 Mudjacking & Estimated Pier Capacity Range Installed By: P Y g Pierin Number of 6 �Torque ff-Ib Minimum— --Maximu Piers: AHSG-RD2875.276-8/12 - ^~ 5 $OTorque ftdb x 1000 Capacity kiIopunde Part Number: (6'-8") 411 AHEG-RD2875.276 = (6'-8") 70 ,., ,. 3 g 60 g Av Pier 38 to 54 feet Depth: 50 F „... .. ... .. .... ....................__ _.... ._.. ._.._... _......_ __.Avg. Load 40 load y d per Pier: 30 Avg. Drive drive ' `NNE Force: 20 Ultimate 10 4�608 4483 4 499 4�42 4342 '450� capacity Capacity: _ 0 ,,. Amount of 11i7ft- 1 2 3 4 5 6 Lift: Pier Number I Factor of safety Safety _._...__ .. , (Averages) averages The ATLAS-Helical product selected has a combination of an 8- and 12-inch diameter plate welded to a 2-7/8 outside diameter, 0.276 thick wall tubular section that is hot-dip galvanized for corrosion protection. The graph on the right shows the installation torque achieved and the expected capacity range. Pier capacity as related to installation torque typically falls within a range of 7 to 12. The pier capacity on other sites is related to soil conditions on that site. Field load tests are recommended. 2 of 3 1/21/00 2:09 PM Case Studies:Congested Site http://www.atlassys.com/congested.htu yW5, °, '' q VB��,m' The photograph at the left shows the technicians installing an extension to the ATLAS-Helical New Construction Pier starter section A';aro �^ � [ � rIi q�;•, , ��i���11 II��� �nsa G; x . YI+ f ill ii 1 V c II II, � After the ATLAS-Helical Piersare installed to the designed specification,pier caps are installed as shown above.The pier caps will anchor the pier to the concrete footing. 3 of 3 1/21/00 2:09 PM Case Studigs:Problem:limited access http://www.atlassys-com/problem.htm PROBLEM: You need 60,000 pounds of support per pier in an area with limited access! The owner of a large dye house in Belmont, North Carolina, yF required additional foundation support to provide enhanced bracing to the upper floor of the facility. The construction had to be completed rapidly and with minimal disruption to production. <« The installation was to occur in a highly congested part of the fr3 p �y I'S �f plant. Pier depths of up to 45 feet were expected. The designer, S &J Engineering, needed to specify added foundation support with a capacity of 60 kips per pier and still stay within m budget The ATLAS-Helical Pier offers rapid installation (even ins;,-, congested working spaces), heavy load-bearing capacity, minimal disruption to plant activities and low cost. The engineer recommended, and the owner selected, the ATLAS-HelicalPier as THE SOLUTION' � u The ATLAS-Helical Piers are installed with no problems.Note the congestion with columns,pipes ani equipment at the lower level of the plant. 1 of 2 1/21/00 2:10 PM Case Studies:Problem:limited access http://www.atlassys.com/problem.htff THE SOLUTION: ATLAS-Helical Piers PROJECT SUMMARY Designed By:IL &J Engineering -� Installed By: Gelder & Edwards General Contractors Number of h Piers: 46 ; e, --- i AHSP-RD2875.276 - 8/12i' Part Number: (5'-0") ` \ AHEP-RD2875.276 - (5'-0") Avg. Pier Depth: 17 to 45 feet • 4iF � � f 7 5 �a 4 The photo above shows how the ATLAS-Helical Pier installation i y. accomplished using a hydraulic torque mounted on the backhoe 4, 5; boom of a Bobcat machine. FM E 1 bsi� y f r 4n. IG Above is a view of two new columns installed over the ATLAS-Helical Pier.The columns are supporting a wide flange beam at ceiling level. Note the close proximity to existing piping and equipment in both photographs. 2 of 2 1/21/00 2:10 PM The Town of Barnstable • BARNSf"M • � Department of Health, Safety and Environmental Services 039.�Fc�,,pr a Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Co n nissioner September 22, 1999 Re: Hyannis Harborview Hotel 213 Ocean Street, Hyannis To Whom It May Concern: Based on my inspection and T. Varnum Philbrook's report of 9/20/99, the egress corridor between Room 120 and 121 may continue to be used by guests. This does not change the prior"unsafe structure"determination concerning the rooms around this corridor. Sincerely, Ralph M. Crossen Building Commissioner RMC/lb g990922a i_ PHILBROOK P9 j_Uy ENGINEERING FIELD REPORTIWORKSHEET Project No: ,U7 BEACH STRE ET DENNIS.MA 02M Sheet No: of 1-soe•3Bseeez MEMO FOR RECORD: 20 September 1999 • Subject: Framing &Finish Work Inspections - 17 &25 AUG and 16 SEP 1999 Structure, Fire & Egress Location: Hyannis HarborView Resort Hotel Project No: P95-04 Barnstable, MA DESIGNICONSTRUCTION REVIEW CRITERIA: 1. This next series of frame and foundation inspections were done under the main building at the intersection of the rear and right wings. It in- cludes Rooms 118 thru 123 and 219 thru 229. This area further affects w the adjacent areas of the indoor pool and the R1/R2 spaces. Rao On 17 AUG 99 the Town of Barnstable issued a do not occupy (or use) order for these rooms based upon their inspections. They witnessed the excessive foundation settlement and wood frame disruptions. At that they also inspected the spaces beneath the R1/R2 room areas. From the first work started last Spring these sections were identified as: • Phase I (from MFR dtd 8 JUN 99): b. Sub-Basement Foundation Cracks, Main Girt Supports and Leaks d. 1st& 2nd floor; Repair/Fe-fit Rooms 222, 223, 224(over lb) a 2 2. General Conditions - Frame & Foundation: Summarizing on past inspec- tions there is little good to report. Due to soil subsistence sections of the foundation have settled over 18". As this problem developed efforts were undertaken to shore up the wood framing resulting in 18" of cobbed together in-fill masonry, wood framing and block piers. Unfortunately this • was on-going when the R1/R2 and suite additions were built. Settlement problems have transfered to the common walls between these two con- structions and directly affect basement spaces beneath Rooms 124 thru 128. Mechanical and electrical work threads thru the area and is support- ed by the frame. Foundations are of mixed heights and in some cases appear as only in-fill construction. Upstairs, inspite of substantial jacking in the basement the floors of Rooms 222, 223 &224 are very uneven to the point of being uncomfortable. All of these problems are due to move- ment of the foundations due to poor sub-grade soil conditions. Coupled w/constant run-off water problems this remains an unstable condition. General Condition - Inner Courtyard/Indoor Pool/Rear Lobby: As noted in past reports work has been on-going in these spaces. Presently the Rear Lobby area has been completely rebuilt to include the exterior deck and stairs. These are properly finished. Further, work has begun on fixing the problems w/the Inner Courtyard/indoor Pool. Structural and egress work is being done concurrently. A new landing w/Code complying rails and stairs now allows exiting of the Inner Courtyard thru.the Rear Lobby. This is mentioned here because one of the exitways from the courtyard and pool areas is via. a connecting hallway that runs between Rooms 120 & 121 in the unsafe area outlined above. General Condition - Restaurant Spaces R1/R2: The initial inspections noted the rotting bottom chords of the open web floor trusses. Housed Win the 1 st floor is a row of wood piles which support a built-up PT SYP girt. This in turn supports cross-framed steel beams on their in-board • end. The outboard ends rest on the half-height foundation wall. These Y beams provide support for the mutt-story 3"tube columns. This arrange- ment may explain why the 2 story&suite framing is fairly level but the common separating hallway and foundation walls have settled. P82-FRW-7 E ,a r Ft Y � t n. PHILBROOK, ENGINEERING FIELD REPORT/WORKSHEET Project No: 107 BEACH STREET DE+NI&MA02OW Sheet No: 2— of Z- ,.we•seseeea MEMO FOR RECORD: 20 September 1999 • Subject: Framing & Finish Work Inspections - 17 &25 AUG and 16 SEP 1999 Structure, Fire& Egress 3. Specific Work Notes (by affected area): Frame&Foundation: a. Clean-out debis and junk removing all trash b. Remove 1st floor exterior wood decks and misc. framing except where egrees to the covered stair core occurs from the Indoor Pool/Courtyard c. Conduct a minimum of 4 to 6 core samples. This will determine depths and extent of problematic peat/organic sub-grades. See plan sheet d. Based upon the findings a foundation repair plan can be for formulated to include: ace 0.) Building support plan using temporary beams and shoring (2.) Excavation and removal plan for the failed foundation and spoils (3.) Underpining and foundation replacement plan to include ventilation (4.) Exterior and interior repairs related to the leveling of the existing 000 ^�a n frame and the rebuilding of the exterior decks, rails and stairways (5.) Control of roof water run-off and positively graded landscaping Building Dept. requirements will require a Peer Review(2nd Engineer �9Qo opinion) IAW Para. 110.11 of the State Building Code. This work will be 0 Z substantially disruptive to Hotel operations and will directly affect both area access and guest convienences. Parking and a contractor's yard will have to be provided for. For construction purposes it may become necessary to provide equipment access either thru or over a portion of the building in order to reach the Courtyard portions of the work. • Inner Courtyard/Indoor Pool/Rear Lobby: Basic construction repairs are to continue IAW the MFR dtd 12 AUG 99. As inspected the shared means of access between Rooms 120 & 121 is still safe to travel even though occupancy of the same rooms has been denied by the Building Dept. The framing here is double construction. Although settlement is probably on-going there is no evidence that any form of catistrophic failure is remotely possible. The wood framing is still tight and the decks and walkways are level (safe to travel). Restaurant Spaces R1/R2: Once the work plan for the Frame& Foundation of Rooms 118 thru 128 is begun it will automatically include and common bearing wall located between the old 2 story.Hotel wing and the R1/R2 plus Suite spaces. Work here will include construction of temporary shores and at least a partial removal of the 1st floor frame. This may be the time to continue the removal of the rotted 1st floor. If so than ventilation and proper framing plans will have to be developed. 4. The soils investigation process should be started as soon as possible in order to provide a basis for plan preparations. , ��lJ`tZlYr���-rin�Jcr-L T. VARNUM PHILBROOK, OF M Philbrook Engineering PN LBROOK 1 Inclosure: Site Map w/Work Locations � MECligNlCgL No. 30690 A9o�Fss GH TER�G���`� AL P82-FRW-7 �:> � �� - .a, ... ,�, ¢^- {, �.. - t :.; �- �. . - - x t y � _ ter. y ' e� � � t r s _ :e r J `y `1 _ A � � .m f :,t. ., 3 T �I , h r f � � �; !. P 1 p c � e, ' • �_ �. � , • • ` ' G 2 p s1 1"f, i Sfl���/►x lxL�Sthr O ti O_ N r O m N N N C9 C7 CO N C7 C� C'1 t7 t9 t7 C7 C') ^� )CE O O DOOR POOH .�- �' to al C '� N r r ~ ~ r u � ,•JVN ti co 105 125 a• k 104 poll 12¢ 103 O 12? 102 12o a'p� 101 F T 129DESK — 144 130 143 131 •132 141 133 140 AMP • 13 .s fib• .- Harbor iew r-T-1 Ir-M - • �.&s RESORT HOTEL m ow.saw w ► N .t u� t0 1� c0 O N `Q• to ao O N et S�g12S v v � 7 cT v a• +• a v �"v �A to p` 00 N N N 207 `8 °' O N N N N CIA N N N N N 225 208 226 � .� . 205 9tfhP.S S}Ai+�`l 227 20q 220 „ 203229 SiArAS 230 231 232 . R . f .. f t r �r'•Jti x. TOWN OF-,IRARNSTABB� BUILDI� RM T PARCEL ID 326 035 OBS GEOBASE � 3$2Q m. _ ADDRESS 213 OCEAN STREETSHONE r HYANNISp, fh p -'T-t- LOT BLOCK ` " s wLOTSIZE� DBA DEVEIVT " ' ray DISTRICT HY PERMIT 39172 DESCRIPTION REMQ1� REPAIDFCI _BASEMENT,GUEST ROOMS li PERMIT TYPE BREMODC TITLE R£QMMERCIAL T 1CONV i s } w d ..r.ai:n Yrr=ts .P� s A iti ... n CONTRACTORS: RONALD. FREGEAU �� F r De artment of Health Safety ARCHITECTS: , f� � , >u p r,K, " , . . Y and 9nvironmental Services TOTAL, FEES: 1 800 00 — BOND $:00 CONSTRUCTION COSTS $295,082 .0-* r A ss . 753 MISC. NOT CODED ELS tEWHERE I PxIVATB Q MUM BARNSTAIRA a-•f.'..;�ar SI DATE ISSUED 06/17/1999 ' ` ` I TI0 DATE J`' 3. ct Y F s t Ja ` �T�jxn Rif ciY .. -r. . �c,�....a.�..._�.,._�z�..r.,... 1 R) •. r � " e �s'•,. ��,R -.TPy,c :tS "Rt' �_ IXi � TOWN 0 TABLE : s wBf.TTgI�N PARCEL ID 326 035, ,OBS �. : � ADDRESS 213 OCEAN STREET -- x ` ^� 'X "yR PHONE - HYANN I S t � � Z P ea .d.� �i �i��9" �- +Y+� '`.'�ISL.sIn iZ s i•'`� r .�n�. _._ r- LOT �BLOCR r � UE - DBA �ISTRICT HY W— � PERMIT .._ 39172 r DESCRIPTION b� A R,; ASEMENT;GUEST ROOMS PERMIT TYPE BREMODC TITLE COMERC ,_ �'�`+�•�� :n a `' �, � `"."t-, -�~}a.wy i CONTRACTORS. De ,partrient of Health Safety ARCHITECTS: s � a �. . `ErQn�nental Services }+t f"F� a"�''�.T r •' e+��,.�» a• '"+,�a> .�'�.kzy+��},�.a"�r��ri- ..t.aw�'sx.t �- vi a - TOTAL FEES: �$1,800 00 BOND ;:._-_.x., $ :00 Ns t CONSTRUCTION COSTS $295,082 00 r1.77 � $ a: r ra �i 753 -MI SC. 'NOT CODEDq ELSEWHERE - �. �R� ����:� �,�J�a•. �� �x� . � .��=;MASS. ,�'.{�' 3,z I.-wttis c�+t,�'1+.a' �br �.: ,•tu l�3 .,,''pf�' .. � fia�"f:. :1V. r � UILD �S.. N JL DATE ISSUED '06/17/1999EXPTRATIbNATE `=� r� ♦y�: �4y fo .'N'�m� � {s�•y G.y[.�#A�' +� � tic p Owe._.,y.�y..mq-»..� -sfKfL-0dia.t'C'-ek« ih M>'Y +�•r' i -rt+i Z 2.03 Sh 't 2 US Postal Service Receipt for Certified Mail No Insurance Coverage Provided. Do not use for Inte tional M 'I ee reverse Sent to`I 01k k I UoQ (3 S,e/&9umber Post ce,State,&ZIP Code f Postage $ Certified Fee Special Delivery Fee Restricted Delivery Fee LO T Return Receipt Showing to Whom&Date Delivered a Return Receipt Stowing to Whom, Q Date,&Addressee's Address 0 TOTAL Postage&Fees Is Postmark or Date 0 0 I I Stick postage stamps to article to cover First-Class postage,certified mail fee,and charges for any selected optional services(See front). 1. If you want this receipt postmarked,stick the gummed stub to the right of the return address leaving the receipt attached, and present the article at a post office service y window or hand it to your rural carrier(no extra charge). 2. If you do not want this receipt postmarked,stick the gummed stub to the right of the a return address of the article,date,detach,and retain the receipt,and mail the article. LO 3. If you want a return receipt,write the certified mail number and your name and address °' rn on a return receipt card,Form 3811,and attach it to the front of the article by means of the gummed ends if space permits. Otherwise,affix to back of article. Endorse front of article a RETURN RECEIPT REQUESTED adjacent to the number. Q 4. If you want delivery restricted to the addressee, or to an authorized agent of the addressee,endorse RESTRICTED DELIVERY on the front of the article. co M 5. Enter fees for the services requested in the appropriate spaces on the front of this receipt. If return receipt is requested,check the applicable blocks in item 1 of Form 3811. ri 6. Save this receipt and present it if you make an inquiry. t o25s5-s7-a-ot45 a The Town of Barnstable MAM saxxsrnai.>;, h 9�A , Department of Health Safety and Environmental Services rFD Mai A Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner August 17, 1999 John and Doug Cohen Harborview Hotel Investors 213 Ocean Street Hyannis,MA 02601 Re: Harborview Hotel 213 Ocean Street,Hyannis,MA Dear Sirs: I regret to inform you that I have had to condemn,as unsafe,the foundation and structural supports of the Harborview Hotel under rooms 118- 128. An inspection completed by my office has revealed totally fractured foundation walls,no reinforcement,inadequate footings,crawl spaces dug to the water table elevation,no ventilation,and whole foundation sections sinking into unstable soils;one such foundation section.has sunk over 16 inches in 20 feet alone. These rooms,both on the first floor and the rooms above(219-229),must not be used and must be taken out of commission altogether until repairs are made to the foundation system to our satisfaction. I have taken the liberty of discussing this with your engineer so he is aware of the problem and the extent of the foundation failure at hand. The deck on the Ocean Street side of these rooms may still be used until a construction plan is approved. This means that two sections of your building will not be able to pass through this section of the motel to get to the indoor pool. You must;as required by section 121 of 780 CMR,take immediate steps to address this problem. 5 A complete plan prepared by your engineer must be started and a permit applied for as soon as the plan is completed. I realize this type of letter may seem shocking to you,but the seriousness of the structural failure dictates I take this sort of action without delay. I will be more than happy to discuss this with you or your attorneys at any time. Sincerely, A4rosse4o'*� Building Commissioner RMC/km cc: Hyannis Fire Department Philbrook Engineering via Certified Mail Z 203 500 452 R.R.R. g990817a •-t..�.. I,.�Gz�r�^.'��tey.t�.quG�_rnZyf�� .. .1: s .- v ..f: r T TOWN OF B'ARNSTABLE, MASSACHUSETTS BUILDING PERMIT ' A=326-035 DATE- October: 15, 19 92 PERMIT NO.�Q '* 4 APPLICANT Richard. R.--lFarrenkop , -Jr- ..ADDREss. 37 Riverdale Sit.. S. 'Dennis 104859 48t5�{ 9j (N0.)- (S.TREET) Add Handica ed R Motel NUMBER" of -� PERMIT TO PP -"�_ ) STORY ;DWELLING UNITS. I: (TYPE OF IMPROVEMENT) NO. .(PROPOSED USE) - Ocean Street Hyannis (Hyannis Harborview Motel ZONING " P AT (LOCATION) y y DISTRICT- f. (NO.) ..". �.(STREET) - ( BETWEEN AND (CROSS STREET). - (CROSS":STREET) ' LOT SUBDIVISION LOT BLOCK SIZE ) r. t" BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT..IN,.HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT.WALLS OR FOUNDATION . .. :(TYPE) .. REMARKS: Sewage O-•6• t AREA OR y .1 .. - A PERMIT _ VOLUME tlitYX 125 sq. ft• ESTIMATED COST $ 4 000''00 FEE 50 00 (CUBIC/SQUARE FEET) - OWNER Evergreen. Holding; Co.:" Inc ' 213" Ocean .Street,Street H annls BUILDING DE PT ADDRESS , y BY c .•• TOWN OF BARNSTABLE, MASSACHUSETTS: ;. -. _ R I9"11T L. t H=.5L6"UJ.�`i DATE -...'�ZarCh 31 .., • ., Q i 19 g4 PERMIT NO. ��0 APPLICANT FZanC1S L. P1erI11a�IDCChl IT1/mDRESS 232 Fahl TR a Rd , k as _ �.i1 n'ti9R (N0.) _ (STREET) (CONTR,� LICENSE) l' I. N PERMIT TO Ex,tend D nk (_) STORY CnTT1mp Tl 8:� p��� NUMBER OF (TYPE OF IMPROVEMENT) N0. -� DWELLING UNITS (PROPOSED USE) AT (LOCATION) 213 Ocean Street, HV ann7 ZONING � (NO.) (STREET) DISTRICT gLC BETWEEN AND j (CROSS STREET) - (CROSS STREET) - SUBDIVISION LOT BLOCK SAE BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS 0R FOUNDATION (TYPE) REMARKS: - - - d AREA OR (7 ,, f a VOLUME 922 sq. ft FEEMIT s ESTIMATED.COST $ 51 000• 00 100. 00 (CUBIC/SOUARE FEET) i4 OWNER Hyannis MA Hotel Ltd Partship is ADDRESS Same BUILDING DEPT. )' BY �_ TOWN OF BARNSTABLE BUILDING PERMIT PARCEL ID 326 035 GEOBASE ID 24001 ADDRESS 213 OCEAN STREET PHONE Hyannis ZIP s LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 10126 DESCRIPTION TEMPORARY SEPARATION WALL (WHERE FIRE WAS) PERMIT TYPE BREMODC TITLE COMMERCIAL, ALT/C(D#jartment of Health, Safety CONTRACTORS: AMERICAN PROPERTY SERVICES and Environmental Services ARCHITECTS: j TOTAL FEES: t BOND $100.00 ; CONSTRUCTION COSTS - T 437 NONRES_/NONHSKP ADD/CONV 1 PRIVATE AB�•E. MASS. 05 OWNER HYANNIS, MA HOTEL LTD P A ADDRESS % ASHFORD- FINANCIAL CORPT 14180 DALLAS PKWY SUITE700 r DALLAS TX BUILD G D N � DATE ISSUED 09/01/1995 EXPIRATION DATE BY `•j, �Q_f r � f QY l�- 9�36/99 qlP CAI �s o g13019 , �ycx-, wd luo l Ll OIL D RCS/9 ✓ 1 4 COA)STR uC-770A.) s v p�r-VISo2 DN ff c 41V,11S {�i4R Ax i11 e o plt TEo-7" # 3 ?17a (1o6c.x1r �R �21 rJ �BA LA No �o 0 -- rr 1 A BAN Y uJ A� w 17k R�CVl O& Aver AS J M� CorgCr p��� rs 5a8- ago -°?17q 4 BELLEVUE PROPERTIES M. David Odeh,P.E. tf IncPrincipal DEVELOPMENT&MANAGEMENT ellglneeop S'r n DOUGLAs D. COHEN 1223 Mineral Spring Avenue MANAGING DIR=R North Providence,Rhode Island 02904 Phone: 401.724.1771 ONE BELLEVUE AVENUE NEwPORT,RHODE ISLAND 02840 Fax: 401.724.198 I TEL:401-8484816 FAx:401-841-5161 email: odehmd@odehengineers.com BELLEVUE PROPERTIES DEVELOPMENT AND MANAGEMENT October 15, 1999 Mr. Ralph Crossen Building Commissioner The Town of Barnstable 367 Main Street Hyannis, MA 02601 Dear Ralph: I want to thank you for taking the time to meet with Mr. Vam Philbrook, Mr. David Odeh, Mr. Gary Goglia, my mother and myself this past Thursday concerning the Hyannis Harbor Hotel. The main focus of this meeting was to discuss the foundation and structural supports under rooms 118-128. In this meeting, it was determined that Odeh Engineering would be the structural engineer of record for the areas impacted by the foundation and structural issues under rooms 118-128, and that Mr. Odeh would expeditiously work to create a plan to correct these areas of concern. After the foundation and structural issues are corrected, Mr. Odeh will oversee the completion of the guestrooms which are impacted by the above. This includes rooms 118-128, 219-229, and the meeting room and seven loft rooms on the North side of the building. Mr. Varn Philbrook would be kept aware of any progress made in these areas and be available to assist Mr. Odeh. Mr. Philbrook will serve as engineer of record for other areas of the hotel. I have included a floor plan of the hotel indicating the specific areas that Mr. Odeh will focus on. I would respectfully ask that you provide me a letter confirming that you approve of Mr. David Odeh as the structural engineer of record for the areas related to rooms 118-128, and that you approve Mr. Varn Philbrook as the Engineer of record for other areas of the hotel. It is my intention to resolve the foundation and structural issue at the hotel as quickly and prudently as possible and to have the engineers keep you informed of their I progress. If you have any questions or concerns at any time please feel free to call me at(401) 848- 4816. I look forward to having a positive and productive working relationship with you. Very ly s D u s D. Cohen cc. Mr. Varnum Philbrook Mr. David Odeh ONE BELLEVUE AVENUE • NEWPORT,RHODE ISLAND 02840 • TEL:401-848-4800 • FAX:401-841-5161 r DOOR/STAIRS/RAMP DOOR/STAIRS DOOR/STAIRS ,- Co p 1� h O N vim•- 1^12 N N N Cq M � M ('9 C7 C7 C7 t7 V7 V) w ICE DOOR 0.$ d C V S c cod rNi Pl) cNi �r VnY Tav ick O-At: . d� 6de� ��J/Jeev l'J" IC ICE D R VENDING' G r N r r r .r Y C4 r' r r r T• *" 124 105 125 J p1!I STAIRS . 104 !'ll' 126 103 OUTDOO 102 POO FRONT 129, E 101 DESK 144' 130 143 131 132 141 133 140 RAMP O to 139 to CFgN STRFF` STAIRS T RAMP 3[ar or tel STAIRS STAIRS 213 Ocean Street • Hyannis,MA 02601 (508)775 4420 • Fax(508)775 7995 0 0 0 0 0 0 v- � ;a � °D.. w N N STAIRS q. *. V IT v v v .r .r v -T .v •m O O O ~ ram-• N N N STASIS C.J to � T N 'd• h �00 N N 'l 00 w 207 N N N N N N 225 226 206 In I 205 STAIRS 227 STAIRS , 204 220 203 STAIRS 229 230 231 232 SECOND FLOOR , Town of Barnstable Planning Department r Staff.Report • Appeal No. 1996-113 -Hyannis Harborview Resort Hotel Special Permits -Section 4-4.4 Change of Pre-Existing Nonconforming Use and Section 4-2.8 Reduction of Parking Requirements Date: August 16, 1996 To: Zoning Board of Appeals From: Robert P. Schernig,Director Art Traczyk Principal Planner Laura Harbottle,Associate Planner Applicant: Hyannis Harborview Resort Hotel Property Address: 213 Ocean St., Hyannis, MA 02601 Assessor's Map/Parcel 326-035 Area 3.72 Acres Zoning: BL-B Business Limited B Zoning District Groundwater Overlay: AP Aquifer Protection District Applicant's Request: Special Permit-Section 4-4.4 Change of pre-existing nonconforming use and Section 4-2.8 Re uc ion o 2equiremen s o pe mie reduction m the regwred number o parking spaces Filed.August 1,1996 Public Hearing,September 1.1, 1996 Decision Due Ninety Days from Public Hearing Background: The locus of this appeal is the Hyannis Harborview Resort Hotels, which is located on a 3.27 acre site • at 213 Ocean St., facing Hyannis Harbor. The hotel complex has a footprint of 67,000 sq. ft., and has 136 condominium units.. There is also a restaurant which is noted to have been licensed for 240 seat in 1988. The restaurant is expected to be out of operation for a one-year period and the owners of the motel have requested a Special Permit to permit the hotel to rent parking to travelers on the ferries.. The applicant is requesting a Special Permit under Section 4-4.4, Alterations or expansions to nonconforming buildings or structures not used as a single family dwelling. The hotel has a front setback of approximately 9.5 ' as scaled from their site plan by Kenneth Sadler Associates dated July 11, 1996. The required setback in the B-1_6 zoning district is 20', so this building is nonconforming. The applicant has been before Site Plan Review which has found the plan to be approvable with the restriction that the commercial parking be limite for one year period pending the reopening of the restaurant. Previous zoning relief on this site has included a Conditional Use Special Permit for the restaurant (Appeal No. 1965-35); a Special Permit to extend the nonconformity by adding an indoor swimming pool and health club (Appeal No. 1971-33); and a Special Permit and variance to construct 42 additional units(Appeal No. 1972-63.) Department Comments: Parking Review: The Local Comprehensive Plan has a broad spectrum of policies focusing on upgrading Hyannis Harbor to make it more appealing to visitors. Making the area more attractive will bring more potential customers to support the harbor's hotels, shops and restaurants as well as simply making the harbor more pleasant. The present existing large parking lots around the harbor are not considered as contributing to its character or charm. Thus, one of the • plan's policies is"Reduction of the number of parking lots around the harbor. Ensure the creation of adequate parking facilities away from this area, appropriately located, with a shuttle linkage." Authorizing additional parking near the harbor goes counter to this policy and will decrease the urgency to create parking elsewhere.-Commercial parking is not art ,allowed use:in#his district. Appeal No.1996-113 Hyannis Harborview Resort Hotel If the Board wishes to accommodate the applicant's wish to use his parking lots according to Section 4-2.7 Schedule of Off-Street Parking.Requirements the following parking spaces • are required: • Hotel/motel use requires 1.2 parking spaces per guest unit+ 1/every two employees on maximum shift Table of Required Parking -Staff estimate based upon information supplied. 136 guest units x 1.2 spaces/unit............:........................ 164 spaces Number of employees (18 at Maximum shift-!)/2 .................. 9 spaces Total..................................................................................173 spaces The Board may wish to ask the applicant the following questions to clarify the actual demand for parking on the site: • Are any hotel facilities open to the public(ie snack bar, lounge, entertainment, pool) ? This could raise.parking requirements. • The applicant has indicated some units are not occupied and should not require parking spaces. Is there evidence available that these units will not be occupied for the entire next year? According to the applicant, the hotel owners is requesting to use 60 parking spaces for rental to ferry passengers (Commercial Parking). Asper the above table, the existing uses require 173 spaces. Total; on-site parking shown on the plan is only 194 parking spaces leaving only 21 extra spaces avalible. It is important to note that the proposed commercial parking is not like that parking for the hotel's resturant. The resturant accomodated the hotel clients and some of its seats could be considered accessory to the princpla use of the site as a hotel. Commercial parking of vehicals who's passengers are ferring to the islands probilby would not be clients of the hotel. • The applicant should demonstrate why a tempoary redustion in parking should exceed 21 spaces. If the justification is that some units are not currently rented, the applicant should be prepared to show that they can reasonably be expected to be unrented for the one-year period. (Reduction of parking according to the standards of the zoning ordinance are outlined below.) Recommendation: If the Board should find to grant this appeal it should may which to consider the following conditions: 1. The total number of spaces used for commercial parking for ferry passengers shall not exceed 21. 2. Renting parking to ferry passengers shall be allowed for a period of one year or until the restaurant reopens on the site, whichever is the earlier. The use shall not be continued beyond this period. 3. Existing landscaping along the perimeter of the site shall be maintained. 4. Signage for the ferry parking shall be limited to one sign no larger than 16 square feet at the entrance to the parking lot. 5. The spaces reserved for commercial parking of vehicles shall be collect to one area of the site and so marked. Those spaces remaining for the guest of the hotel shall also be clearly marked as being reserved for guests and employees of the Hotel. • Maximum according to inquiry of manager,8/16/96 2 • Appeal No.1996-113 Hyannis Harborview Resort Hotel • Reduction of Required Parking: In consideration for the granting of the Special Permit for reduction in.parking, in accordance with Section 4-2 8 Reduction of Requirements.the applicant must document to the Board those special circumstances of '11) Use of a common parking area by different uses having different peak hours of demand. 2) Age or other characteristics of occupants which reduce auto usage. 3) Characteristics of use invalidating normal methods of calculating parking demand. 4) Supplementary parking provided off-premise." In accordance with Section 5-3.3 Special Permit Provisions, the Board must find the following for granting the Special Permit: "A) Whether or not the application falls within the category specifically excepted by this Ordinance. - The Zoning Ordinance of the Town of Barnstable provides Section 4-2.8 Reduction of Parking Requirements, that permit the Board to authorize a reduction in parking provided certain criteria has been established in the particular circumstance." "B) An evaluation of all the evidence presented at the Public Hearing by the Petitioner and interested parties as it relates to the fulfillment of the spirit and intent of this ordinance with substantial detriment to the public good or the neighborhood affected." • "C) A site plan has been reviewed and found approvable in accordance with Section 4-7 herein subject only to the issuance of a Special Permit." - The Site Plan Review Committee has reviewed Site Plan No. 69-96 for the locus and has found the plan approvable, subject to the granting of a Special Permit for the reduction in required parking. Attachments: Applications Assessor Map Plan Reduction copies: Applicant/Petitioner Building Commissioner 3 TOWN OF BARNSTABLE Lj Zoning" Board of Appeals Application for -a '3pecial Permit Date Received For office use only: Town Clerk office Appeal # Hearing Date Decision Due The undersigned hereby applies to the Zoning Board of Appeals for a special Permit, in the manner and for the reasons hereinafter set forth: Applicant Name: NUsi.)U/s k4 rberv;ew ReSnf• Phone 776414-2-0 Applicant Address: tj3 pWp_A3 S+reed NWaN,u►S n;)_t__nl Property Location: Property owner: N JA AWE MA.SSSd4 JeS Uft � ".44 pol�"men Phone Address of owner: :1,13 O cea00 qAJOI)IS AA - Oa-GO I If applicant differs from owner, state nature of interestt Number of Years owned: 3 • Assessor•.s Map/Parcel Number: 3ab, d3S Zoning District: &L.- B Groundwater overlay District: A P Special Permit Requested: _W-� `1' , -f 4-o�.-& Cite Section & Title of the Zoning ordinance Description of Activity/Reason for Request: Dow Rem► t o� Poar(«-,g �Semc.Q.S �ar Ts(aaIdo 1�8[1,So tl f (aO spa-c�S 0-re re Jau("I-&— 4 u.,4.T A7 d+ o oG ral.N I a, rvST�U.rm O A4 Description of Construction Activity (if applicable)': /jo.yp . i Proposed Gross Floor Area to be Added: N 0 , Altered: Existing Level of Development of the Property - Number of Buildings: Present Use(s) : Gross Floor Area: sq. ft. v Application for a Special Permit • Is the property located in an Historic -District? Yes [] No If yes ORH Use only: Plan Review Number Date Approved Is the building a designated Historic Landmark? Yes [] No If yes Historic Preservation Department Use Only: Date Approved Have you applied for a building permit? Yes [] No Has the Building Inspector refused a permit? Yes [] No All applications for a special Permit require an approved Site Plan. That process must be successfully completed prior to submitting this application. to the Zoning Board of Appeals. 614 „/ � For Building Department Use only: Not Required - single Family [] Site Plan Review Number Date Approved Signature: The following information must be submitted with the application at the. time of filing, failure to supply this may result in a denial of your request: • ti Three (3) copies of the completed application form', . each with original signatures. Five (5) copies of a certified property survey (plot plan) showing the dimensions of the land, all wetlands, water bodies and surrounding roadways and the location of the existing improvements on the land. Five (5) copies of a proposed site improvement plan, drawn by a certified professional and approved by the Site Plan Review Committee is required for all proposed development activities. This plan must show the exact location of all proposed improvements and .alterations on the land and to structures. See "Contents of Site Plan", Section 4-7.5 of the Zoning ordinance, for detailed requirements. The applicant may submit any additional supporting documents to assist the Board in making its -determination. Signature: Date A plicant's or Agents Signature Agent s Address: Ayo Fd Q.uwos Phone 775-//S3 Fax No. "778-4-33-7 • . i �pQ IHE AS& • The Town of Barnstable 9�'Ar1 9. 64 . Department of Health Safety and Environmental Services Building Division • 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph M. Crossen Fax: 508-790-6230 Building Cominissioner July 25, 1996 Ned Delk Regional Vice President 1127 Iyanough Road, Route 132 Hyannis, MA 02601 SPR-69-96 Hyannis Harborview Resort Parking Lot, 213 Ocean Street, Hyannis, (326/035). Dear Mr. Delk, The above referenced site plan was reviewed at the July 25, 1996 meeting of Site Plan Review Committee and deemed approved and forwarded to the Zoning Board of Appeals with the • following condition: • Site Plan Review approval is for one (1) year and forwarded to the Zoning Board of Appeals with the following condition: removal of the "One Way" arrow on Ocean Street between the "Exit" and "Enter Only" signs (SE corner of lot). Please be informed that a building permit is necessary prior to any construction. Upon completion of all work, the letter of certification required by Section 4-7.8 (7) of the Town of Barnstable Zoning Ordinances must be submitted. Should you have any questions, please feel free to call. Respectfully, i Ralph M. Crossen Building Commissioner i SPR Meeting Notes 7/25/96 Site Plan Review Meeting of July 25, 1996 Selectmen's Conference Room Barnstable Town Hall 367 Main Street, Hyannis SPR-69-96 Hyannis Harborview Resort Parking Lot,213 Ocean Street, Hyannis, (326/035). . • Amy Goodale of Hyannis Harborview presented the revised plans. The proposal is to sell parking for cruise line customers. Applicant intends to SPR Meeting Notes 7/25/96 undertake this proposal for one year-while the Reach restaurant is closed. Applicant is trying to lease the restaurant for next year. • Engineering requested the removal of the "One Way" arrow on Ocean Street between the "Exit" and"Enter Only" signs (SE corner of lot). • Applicant is aware that changes in the use of the Reach restaurant will trigger Site Plan Review next year. • Approved for one (1)year by Site Plan Review and forwarded to the Zoning Board of Appeals with the following condition: removal of the "One Way" arrow on Ocean Street between the "Exit" and "Enter Only" signs (SE corner of lot). • • t��Y yT�eGT vt OW HOTr-t_ Pau-lc.in4 GaelGUlw+ions for Tha N�•ILt�Oi� o- 2 l �! OGswn h�'• � 14yywnni4.IIA Gurranf-Pwrkin4-PO-,(, 19 4 t.pa,Gs•� / Gurrsn� HwndiGwpps•d sp�� � �Pa`G� ! ,\`. -- 6 � Gurrsnk Ho+al Pwrkin4 rs4s. , I Ob Units. �JpAGa,b t .2 hpwGss./unit O l O smployass. 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(506)666-5151 r1 �7' R� i O O O � O � ' PRWm Hyannis Harbonrierw Resort Hotel Nonh Wing Restoration u Li Second Floor Reflected Ceiling Plan WALE I/T-4-0- . OFAIPI B! P6 - Pxoxcl xa 9516 l ARCWW Scott&Scott n AWN SOW.WAKT IX W 01660 (617)246-75M FU 246-75n . aECIRCII fllyd✓!FR Magnuson Engineering 24 Wf ORTLMM IARE OQ010AORf-W 02669 (566),66-tsos OXKW Alan E.Jones,PE Po BOX A,EA7 SA VDt W 02577 (506)666-3151 NONIN RfA/tt Rv1E�.sevaot nn w0iK amA¢Amr6i A KEY PLAN fa I 1 ® ml m ® ® m m 69casr SIR9fiV166 iw 9RDJM❑� FE Um=11 Hyannis HaQborview Resort Hotel PARTIAL NORTH ELEVATION A - Nonh Wing Restoration ,RIE North Elevation . M7E I6 w 96 DRANINf. 9516 ARO6 pcuupil p ����yy 33 9tAnac 6uID Ao dID Slwti,W swu '. 6Rx 0.tiao 1am.2 -. 25 AWN STREET.'WAKMA W 0IM _ 1617)2 -)SW 6AR 266-)S)2 aw 1r- . - nnnwaE ENQRfli Magnuson Engineedng. i,nuRnmEmrc LANE EEm1H'0Rt.W 026]9 STRUCTWK ENGNEER Alen E.Jones,PE Po ROf)6,LIST S.DRDC%W 0291 . 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A 32 SPACE(3) N BOX 79,EAST SA VaK WA 02157 B ]a 33 B ]c VEYT FAY 30 500.0 ]' c OB ]S C ]6 SPARE 20 (W)888-01U - 7 NN al 60 ! 15500.0 • aJB ANU]2 00 ] 15SOO.n ]) SPARE SO ! 36 SPARE 20 41 B .2 ]9 B a0 SPACE(3) C al C 42 SPACE(3) 1 lO0 bte: All diresita are fed f.P—Al except ea rated. IDBf1Y 101 a 31 FHptl HP2 e e 32 e 10/3 QF6W a NORTH UP FAN C1 OM A YEE MELTING ROM f6NG ROOM V 2G P 26 UP I a. p _L /I 24 M 109 ra EaRR\, 14 37 73 38 I06 W ITmLT KU PLAN Ira 16� AHI AH2 AI — 12 BATH &TH BATH B41H BAIN BATH BOH ff�m(% I23 12W 12JB QASrRDOW 1-8 127E 17BB 12i I30B ttB3TROM GU6T7OOY GUESTR D. (YEamooY GIRtilR0011 CUESIROOI M)MTR00Y 6UFSIROOY 1YP 12] GKI 129 1J0 1]1 o p 'fOI' PROJECT EJ EJ ,y�eLn Mote: xsatlop aM AC Bolts for guest row(Ilt]-1]t)an Hyannis Ha16 orview ' , separate cirrrNi to Presently ted frw PaNrl B2. Identt fy ci rcui is aM itntall typed pa11e1 df rectory. 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SISN TO GO OVER I:S GNA E WI TH ITH NEW E OWNER S. �:.::::• trt�:::%r:' <rS ;`:;;::'Y ;`: %:::•`:' i>':�'^ ;':':'R:;r: :� •`:�:<c<%'�"�'•':: :` :;?y i`::::':•': `4%%: ': ti:Y%a:2;``.�3: rrr'.': 'is. 05/06/97 �' _ TOWN OF BARNSTA13LE PAGE 1 f PROPERTY/PERMIT CROSS REFERENCE SELECTLDN CRITERIA: property.parcel_id=1326 035' and permit.permit_type matches 'B*' ALL CONTRACTORS ---- PERMIT ----- MASTER NUMBER TYPE PERMIT PARCEL ID ADDRESS LOT/BLOCK DBA EXPIRED 10082 BELEC 326 035 213 OCEAN STREET 10083 BELEC 326 035 213 OCEAN STREET 10103 BGASA 326 035 213 OCEAN STREET 10126,___.BREM0DC 326_0.35 213_OCEAN_STREET--!,r 14254 BGASA 326 035 213 OCEAN STREET 14255 BPLUM 326 035 213 OCEAN STREET 143.17 BREMODC 32.6-035 213-0CEAN,$TREET�� 14490 BELEC 326 035 213 OCEAN STREET 14618 BELEC 326 035 213 OCEAN STREET 14619 BELEC 326 035 213 OCEAN STREET 1510 BPLUM 326 035 213 OCEAN STREET 1511 BPLUM 326 035 213 OCEAN STREET 15187 BGASA 326 035 213 OCEAN STREET �5233 BREMODC 326=035_ 213 OCEAN STREET 16886 BGASA 326 035 213 OCEAN STREET 22470 BELEC 326 035 213 OCEAN STREET 68= 2 BREMODC' 6�0 3.5 213s �OCEAN_STREETJ 2 4822 BADDP-326-G35 213-OCEAN-STREET 11 4827 BELEC 326 035 213 OCEAN STREET �4828�BREMOD 326�0.35 213_OCEAN=STREET l f4- O'BREMODC 326:!035 213=0CEAN_STREET-�' 6277 BELEC 326 035 213 OCEAN STREET 8694 BELEC 326 035 213 OCEAN STREET 9282 BELEC 326 035 213 OCEAN STREET RUN DATE 05/06/97 TIME 13:51:04 PENTAMATION - PERMITS MANAGER QUERY PERMITS : QUERY END QUERY PERMITS PENTAMATION----------------------------------------------------------- 05/06/97 PERMIT NUMBER 15233 PARCEL ID 326 035 213 OCEAN STREET PERMIT TYPE BREMODC COMMERCIAL ALT/CONV DESCRIPTION HYANNIS HARBORVIEW RESORT HOTEL (REBUILD DECK CONTRACTOR PERMIT FEE 152 . 50 VARIANCE STATUS A ACTIVE CONSTRUCTION TYPE 437 GROUP TYPE 1 APPLICATION 05/17/1996 EXPIRATION VALUATION 25000 . 00 DATE ISSUED 05/17/1996 COMPLETED DEPARTMENT-----STATUS---DATE-----DEPARTMENT-----STATUS---DATE---- (N) EXT/ (P) REVIOUS/ (C) ONTRACTORS/ PR(0) PERTY/ (I)NSPECTIONS/ (H) ISTORY/ (F) EES/ (A) RCHITECTS/ (V) IOLATION/ (E) XIT This value is not among the valid possibilities f QUERY PERMITS : QUERY END QUERY PERMITS .PENTAMATION----------------------------------------------------------- 05/06/97 PERMIT NUMBER 14317 PARCEL ID 326 035 213 OCEAN STREET PERMIT TYPE BREMODC COMMERCIAL ALT/CONY DESCRIPTION HYANNIS HARBORVIEW HOTEL FIRE DAMAGE REPAIR CONTRACTOR PERMIT FEE 1525 . 00 VARIANCE STATUS A ACTIVE CONSTRUCTION TYPE 437 GROUP TYPE 1 APPLICATION 04/05/1996 EXPIRATION VALUATION 250000 . 00 DATE ISSUED 04/05/1996 COMPLETED DEPARTMENT-----STATUS---DATE-----DEPARTMENT-----STATUS---DATE---- (N) EXT/ (P) REVIOUS/ (C) ONTRACTORS/ PR(0) PERTY/ (I) NSPECTIONS/ (H) ISTORY/ (F) EES/ (A) RCHITECTS/ (V) IOLATION/ (E) XIT This value is not among the valid possibilities QUERY PERMITS : QUERY END QUERY PERMITS PENTAMATION----------------------------------------------------------- 05/06/97 PERMIT NUMBER 10126 PARCEL ID 326 035 213 OCEAN STREET PERMIT TYPE BREMODC COMMERCIAL ALT/CONY DESCRIPTION TEMPORARY SEPARATION WALL (WHERE FIRE WAS) CONTRACTOR PERMIT FEE 100 . 00 VARIANCE STATUS A ACTIVE CONSTRUCTION TYPE 437 GROUP TYPE 1 APPLICATION 09/01/1995 EXPIRATION VALUATION 0 . 00 DATE ISSUED 09/01/1995 COMPLETED DEPARTMENT-----STATUS---DATE-----DEPARTMENT-----STATUS---DATE---- (N) EXT/ (P) REVIOUS/ (C) ONTRACTORS/ PR (0) PERTY/ (I) NSPECTIONS/ (H) ISTORY/ (F) EES/ (A) RCHITECTS/ (V) IOLATION/ (E) XIT This value is not among the valid possibilities QUERY PERMITS: QUERY END QUERY PERMITS PENTAMATION----------------------------------------------------------- 05/06/97 PERMIT NUMBER 269 PARCEL ID 326 035 213 OCEAN STREET PERMIT TYPE BREMODC COMMERCIAL ALT/CONV DESCRIPTION 37454 REPAIR BALCONIES FRONT & REAR CONTRACTOR PERMIT FEE 0 . 00 VARIANCE STATUS A ACTIVE CONSTRUCTION TYPE 437 GROUP TYPE APPLICATION EXPIRATION VALUATION 100000 . 00 DATE ISSUED 02/24/1995 COMPLETED DEPARTMENT-----STATUS---DATE-----DEPARTMENT-----STATUS---DATE---- (N) EXT/ (P) REVIOUS/ (C) ONTRACTORS/ PR (0) PERTY/ (I)NSPECTIONS/ (H) ISTORY/ (F) EES/ (A) RCHITECTS/ (V) IOLATION/ (E) XIT QUERY PMMITS : QUERY END QUERY PERMITS PENTAMATION----------------------------------------------------------- 05/06/97 PERMIT NUMBER 4822 PARCEL ID 326 035 213 OCEAN STREET PERMIT TYPE BADDI BUILDING PERMIT ADDITION DESCRIPTION 36961 BUILD HANDICAPPED RAMP CONTRACTOR PERMIT FEE 0 . 00 VARIANCE STATUS C COMPLETED CONSTRUCTION TYPE 434 GROUP TYPE 1 APPLICATION 08/19/1907 EXPIRATION VALUATION 6200 . 00 DATE ISSUED 08/17/1994 COMPLETED 10/31/1994 DEPARTMENT-----STATUS---DATE-----DEPARTMENT-----STATUS---DATE---- (N) EXT/ (P) REVIOUS/ (C) ONTRACTORS/ PR (0) PERTY/ (I) NSPECTIONS/ (H) ISTORY/ (F) EES/ (A) RCHITECTS/ (V) IOLATION/ (E) XIT QUERY PERMITS QUERY END QUERY PERMITS PENTAMATION----------------------------------------------------------- 05/06/97 PERMIT NUMBER 4828 PARCEL ID 326 035 213 OCEAN STREET PERMIT TYPE BREMOD RESIDENTIAL ALT/CONV DESCRIPTION 36580 EXTEND DECK CONTRACTOR PERMIT FEE 0 . 00 VARIANCE STATUS C COMPLETED CONSTRUCTION TYPE 434 GROUP TYPE 1 APPLICATION 03/30/1994 EXPIRATION VALUATION 5000 . 00 DATE ISSUED 03/31/1994 COMPLETED 04/10/1994 DEPARTMENT-----STATUS---DATE-----DEPARTMENT-----STATUS---DATE---- (N) EXT/ (P) REVIOUS/ (C) ONTRACTORS/ PR (0) PERTY/ (I)NSPECTIONS/ (H) ISTORY/ (F) EES/ (A) RCHITECTS/ (V) IOLATION/ (E) XIT This value is not among the valid possibilities QUERY PERMITS : QUERY END QUERY PERMITS PENTAMATION----------------------------------------------------------- 05/06/97 PERMIT NUMBER 4830 PARCEL ID 326 035 213 OCEAN STREET PERMIT TYPE BREMODC COMMERCIAL ALT/CONV DESCRIPTION 29346 REPLACE POOL CONTRACTOR PERMIT FEE 0 . 00 VARIANCE STATUS C COMPLETED CONSTRUCTION TYPE 437 GROUP TYPE 1 APPLICATION 04/02/1986 EXPIRATION VALUATION 400000 . 00 DATE ISSUED 05/15/1986 COMPLETED 07/01/1987 DEPARTMENT-----STATUS---DATE-----DEPARTMENT-----STATUS---DATE---- (N) EXT/ (P) REVIOUS/ (C) ONTRACTORS/ PR(0) PERTY/ (I)NSPECTIONS/ (H) ISTORY/ (F) EES/ (A) RCHITECTS/ (V) IOLATION/ (E) XIT i ! LAW OFFICES OF ' PHILIP M. BOUDREAU 396 NORTH STREET HYANNIS,MASSACHUSETTS 02601 Telephone:(508)775-1085 Telefax:(508)771-0722 E-MAIL:pmichb@capecod.net Philip M.Boudreau Philip Michael Boudreau Mark H.Boudreau February 12, 1999 Ralph Crossen, Building Commissioner _ Barnstable Town Hall 367 Main Street Hyannis, MA 02601 Re: Hyannis Harborview Resort Motel 213 Ocean Street Hy nnis, Massachusetts Dear Mr. Crossen: Following-up our conversation the other day, I have reviewed records at the Board of Appeals and Assessor's office relative to the above-referenced property and offer the following observations: The property lies in a BL-B zoning district(formerly Business Limited),which allows motels.by special permit and subject to certain conditions. The property has been developed with 136 motel units, an outdoor pool, an indoor pool and health club, and two restaurants (one on the main floor and one in the basement). The property was condominiumized in the mid-1980's. However, most of the units are owned by one entity. On the best information I have, the property appears to have developed as follows: 1. In 1962 (Case 1962-1),,a Special Permit was granted to construct a 34 unit motel, with two offices and quarters. 2. In 1965 (Case 1965-35), a Special Permit was granted to "extend a non- conforming use construct a 24' by 220' addition to the"existing restaurant and lounge." 3. In 1966 (Case 1966-48), a Special Permit was granted to finish the work permitted pursuant to the 1965 Special Permit(referring to the permitted addition as 44' by 200'). 4. In 1971 (Case 1971-33), a Special Permit was granted to extend a non- conforming use" by constructing a 53' by 60' addition for an indoor pool and health club. The plans filed with this petition show as an existing structure, substantially the entire front U-shaped building; and the application indicates that there were 65 motel units in that two story building at that time. 5. In 1972 (Case 1972-63), a Special Permit was granted to construct a new motel structure on the property consisting of 39 units. It should be noted that the permit does not state the number of units, but the application and plans filed therewith are not ambiguous. (I suppose there is a question as to whether or not this Special Permit gave the entire property some permitted status). At the time of the application, the property appears to have had 65 units. This addition was never built(but see#7,below). 6. From the Assessor's records, it appears that at some point(and this is not clear), a coffee shop and lounge were converted to add an additional 14 units and 2 more were added at another point to arrive at 81 units. I have enclosed copies of the relevant Assessor's Cards for your reference. 7. In 1983 or 1984, a building permit was granted to construct a 55 motel unit building to the rear of the U-shaped building and attached to the existing health club structure. No Board of Appeals action appears to have been taken in this regard. This building was constructed, bringing the total number of units to 136. . g g g g 8. Again, at some point since 1984,the multiple buildings on the premises have been connected by structures, with or without permits. You have a site plan review file relative to a 1996 permit application for accessory parking on the site. This should show current site conditions, including parking. I have concerns for a prospective purchaser of the property as to the legal status of the 136 units and the restaurant(s) and ask that you give me an opinion of zoning compliance in this regard.- If you have any questions or need anything further, don't hesitate to call. Ph i Mic oudreau PMB/hcg Enclosures ''�f� '- COMMERCIAL PROPERTY rp-1n" MAPs' 10. LOT NO. STREET FIRE DISTRICT SUMMARY 213 Ocean 3t. $yannis -73 LAND 303 so Nlr� _ S 326 35 T H BLDGS. G 43 sv OWNER TOTAL RECORD OF TRANSFER DATE BK PG I.R.S. REMARKS: 'rY LAND 1?�O3ZS BLDGS. Mari, mieB TOTAL Mass, Abe Tr. 3/30/70 1467 170 3.80 aC LAND Qi t BLDGS. ^ TOTAL Z O ; . 7) J LAND Qr_ v� SCD,z 537 a BLDGS. �if'c'J'cf TOTAL o JZ7 LAND Q,c a) BLDGS. LJ �� L550 Igo/S z,0 TOTAL LAND 01 BLDGS. _,fit `, TOTAL LJ.s o LAND - O! BLDGS. TOTAL 19 ` _ LAND :`. 1-7 INTERIOR INSPECTED: L S , BLDGS. DATE: TOTAL 7 Z �L!/1/�, G° S y LAND REAG COMPUTATIONS 8LDGS. LAND TYPE .# OF ACRES PRICE TOTAL DEPR. VALUE TOTAL HOUSE LOT ad.. 3 LAND CLEARED FRONT BLDGS. REAR TOTAL WOODS&SPROUT FRONT LAND REAR � BLDGS. WASTE FRONT TOTAL REAR LAND BLDGS. TOTAL LAND 'U BLDGS. LOT COMPUTATIONS LAND FACTORS TOTAL FRONT DEPTH STREET PRICE DEPTH% FRONT FT.PRICE TOTAL DEPR. COR.'INF. VALUE HILLY TOWN SEWER LAND L ROUGH TOWN WATER BLDGS. a y HIGH GRAVEL RD. TOTAL LOW DIRT RD. LAND SWAMPY NO RD. BLDGS. :EMENT BLK. WALLS COMPO.•BOARD TOILET RM. FL. & WAINS.Z 62.S. F. r) 7 O ,sb z- - 3RICK WALLS ACOUSTICAL BATH ROOM FLR. �-)Z S. F. Sp Z\ ZsI ;TONE WALLS TOILET ROOM FLR. 8 1 .S. F. ,O O INTERIOR FINISH Zjq Z S• F. 137,ZO 3(0 85'f BASEMENT AREA LATH & PLASTER MISCELLANEOUS 0Nf,,7 S. F. FULL DRYWALL w� FIREPROOF CONSTR. 3I')ZS. F. Sp 30134 EXTERIOR WALLS WALLBOARD MILL CONSTRUCTION 1S0 S. F. �S, t7 Z35 ;OLID COM. BRICK UNFIN. INT. FIRE RESISTING 17 �� F• p-o 3/4/0 :OM. BR. ON C. B. STEEL FRAME -9O 15, 3 Z 6,940 ACE SR. ON COM. BR. PARTITIONS STEEL BEAMS & COLS. 784Z 50 I O ACE BR. ON C. S. LATH AND PLASTER TIMBER BEAMS & COLS. `(_ s K L�LI'� CA 14�> "ACE OR. VEN. DRYWALL PA N STEEL TRUSSES :EMENT OR CINDER BLK BRICK tEIN. CONCRETE C. BLK. SPRINKLER SYST. ;UT STONE FACING t >j� .4 PASSENGER ELEV. TONE OR T. C. TRIM H EATING FREIGHT ELEV. ;TUCCO ON STEAM INCINERATOR SIDING OR.$tiWDtES HOT WATER FIREPLACES 'ARTY WALLS HOT AIR CHIMNEYS 'LATE GLASS FRONT GAS F13A } OIL BURNER STEEL FRAME SASH 7o5143 ROOFING COAL STOKER WOOD FRAME SASH REPLACEMENT VALUE -FG :Okt2 R T. & G. NO HEATING RENTAL CAPITALIZATION LOCATION 'AETAL AIR COND.—REFRIG. LAND GOOD 4. FAIR POOR VOOD DECK AIR COND.—WATER VACANCY LISTER DATE •f 'AETAL DECK �� f�l` HEATING ��t• (i •Z-I'1Z WIRING WATER FLOORS FLEXLUME OR EQUAL ELECTRICITY OCCUPANCY DETAIL & INCOME B 1ST 2ND 3RD PIPE CONDUIT JANITOR ,ONCRETE MANAGEMENT aL2 R r OTl_ :ARTH 'INE 1 BATH ROOMS PLUMBING G TOTAL FLAT EXPENSES a�tw G \C\� CPQ;o CmAAO "'I C'b,"'reTiia'c �'oF�l�� p. 1ARDWOODLtJ TOILET ROOMS SINGLE FL. WATER CLOSET EXTRA Z V GROSS ANNUAL INCOME \ct L 1 • - Fr3A - C. Z ov C 1 $sue 4SPH. TILE LAVATORY EXTRA LESS FLAT EXPENSES 19(o(i J Z IS FiZ e NR�eaN 9x.sDG�� TERRAZZO SINK EXTRA BALANCE FOR CAP. _ NOOD JOIST 7 URINALS Z. V CAP. RATE kl=� STEEL JOIST NO PLUMBING REFLECTED CAP. VALUE Ant ^,\ wi BL. t �N rC UIN. CONC. Gvi'G�ZSKoP --4 H- O- OCCUPANCY CONSTRUCTION SIZE AREA CLASS AGE REMOD. COND. REPL. VAL. PAy.Dep.• PHYS. VALUE Funct.Dep. ACTUAL VAL. I M&TEt- _ R2 S k 1q(co r, u A--Z:5�- �', -- O 2 Pmo k 5 , �G�o 3.A ;z I 5'• o 9 y.7, _ z a sv zo :3 RLvr�1 AsPN Zmoo� •.3S G - zilloo 4 /oo 14 lob ,.joj IcuAtQLt.,v- 1 1 o'- 3•00} G - l5 3 /o / /Coo D C s r t TOTAL • ' �' Z of 3 • COMMERCIAL PROPERTY .MAP NO. LOT NO. FIRE DISTRICT SUMMARY STREET 211 Ocean St, It 7.;, LAND 326 35- g SLOGS. OWNER S n TOTAL (J + LAND RECORD OF TRANSFER DATE BK PG I.R.S. REMARKS: a) SLOGS. M83g' � B TOTAL LAND I' 0 1467 170 as SLOGS. '�^ TOTAL 6 9/ LAND a) SLOGS. TOTAL LAND SLOGS. TOTAL LAN D SLOGS. TOTAL LAND SLOGS. 0) TOTAL. LAND INTERIOR INSPECTED: SLOGS. rn _ TOTAL j DATE: LAND ACREAGE COMPUTATIONS rn SLOGS. LAND TYPE •# OF ACRES PRICE TOTAL DEPR. VALUE TOTAL HOUSE LOT LAND CLEARED FRONT SLOGS. REAR vi'. Li7vO fn' y9� All TOTAL WOODS&SPROUT FRONT LAND z: REAR SLOGS. WASTE FRONT TOTAL REAR LAND SLOGS. " ' TOTAL LAND SLOGS. OI LOT COMPUTATIONS LAND FACTORS TOTAL FRONT DEPTH STREET PRICE DEPTH % FRONT FT.PRICE TOTAL DEPR. COR. IN VALUE HILLY TOWN SEWER LAND ROUGH TOWN WATER SLOGS. HIGH GRAVEL RD. TOTAL LOW DIRT RD. LAND SWAMPY NO RD. BLDGS. TOTAL MENT BLK. WALLS COMPO. BOARD TOILET RM. FL. 3 WAINS. gyp . F. R.4 l&,5 tICK WALLS ACOUSTICAL SVSPn! BATH ROOM FLR. j S. F. Cl.SO ' pqi ONE WALLS ,Zaft.o TOILET ROOM FLR. S. F. INTERIOR FINISH S. F. BASEMENT AREA LATH 3 PLASTER MISCELLANEOUS I S. F. 'A Ih I 'A ' FULL DRYWALL FIREPROOF CONSTR. S. F. EXTERIOR WALLS WALLBOARD MILL CONSTRUCTION S. F. ,LID COM. BRICK UNFIN. INT. A,•, FIRE RESISTING iM. BR. ON C. B. STEEL FRAME CE BR. ON COM. SR., PARTITIONS STEEL BEAMS i COLS. CE BR. ON C. B. V7 LATH AND PLASTER TIMBER BEAMS 3 COLS. ,CE BR. VEN. DRYWALL P4,,, STEEL TRUSSES / MENT OR CINDER BLK BRICK A NnIs- ) Id `� �lrC-' S.K L...LI,A CAM' , :IN. CONCRETE C. BLK. Z S— IT STONE FACING PASSENGER ELEV. IP ONE OR T. C. TRIM HEATING FREIGHT ELEV. UCCO ON STEAM INCINERATOR DING OR SHINGLES HOT WATER FIREPLACES kRTY WALLS HOT AIR I u A CHIMNEYS ATE GLASS FRONT GAS F aft OIL BURNER Cl STEEL FRAME SASH ROOFING COAL STOKER WOOD FRAME SASH REPLACEMENT VALUE 8 IMPOSITION OR'-� NO HEATING RENTAL CAPITALIZATION LOCATION ETAL AIR COND.—REFRIG. LAND GOOD FAIR POOR F4 j )OD DECK AIR COND.—WATER VACANCY LISTER DATE Pt TAL DECK _ HEATING R t- (y•Z.I.-1 L WIRING WATER FLOORS FLEXLUME OR EQUAL ELECTRICITY OCCUPANCY DETAIL & INCOME B IST 2N 3RD PIPE CONDUIT JANITOR INCRETE v MANAGEMENT p �. %RTH PLUMBING NE BATH ROOMS TOTAL FLAT EXPENSES 1'N D'�2 e� 'n� Q�tit.. IRDWOOD TOILET ROOMS NGLE FL. WATER CLOSET EXTRA (o */ GROSS ANNUAL INCOME ( �I.yN�iu•.i7�:.e 3aOls °joy :��E? ;PH. TILE LAVATORY EXTRA LESS FLAT EXPENSES [.8 Pam. �x4o" Nnoo� :RRAllO SINK EXTRA BALANCE FOR CAP. FI 1Lo Z3 _ ODD JOIST URINALS V30 CAP. RATE W�cv FL 'EEL JOIST NO PLUMBING REFLECTED CAP. VALUE us :IN. CONC. �R SZ SV C.� LT '; IA XAL 6d'Fl `�/1p0 OCCUPANCY CONSTRUCTION SIZE AREA CLASS ,AGE REMOD. COND. REPL. VAL. Phy.Dep• PHYS. VALUE Funct.Dep. ACTUAL VAL. 1 mmL 53 1_, B ARK /. Flo ., eo7-o 3 - Ro Zoo 2`:' 3 4 5 1(,l TOTAL UMBER SUFF. STREET NAME MAP PARCEL CAMU NU. I UWN L,LASS ROUTING N 010 109 ^ 101 11 � I t - e21/ L.L� GL 0Fl� SL � 2i3' OCEAN ST HYAN 000326 0350000 20 RECORD OF OWNERSHIP AND MAILING ADDRESS LOT NO. DEED 8KJ.CTF DEED PG. DATE PURCHASE PRICE Z / 90sscr�:. T s .. .L zin7rrn �9n���c7y'ir..si I�l�XANNIS. MA 02601 , x MEMORANDUM ��/CJ/�.ft•J ->e0kU, 't Ala a ACRES ST.CLASS CO. LIVING UNITS FIRE DIST. ZONING` MULTI NC NEIGHBORHOOD t/ •:,Y'A .{ �i 102 103 O� 108 � - 104 105 I :0`ELETE.30a33,0 - LAND.DATA&COMPUTATIONS SALES DATA ACTUAL EFFECTIVE EFFECTIVE ACTUAL UNIT PRICE DEPTH EFFECTIVE INFLUENCE FACTOR LAND VALUE. MO YR . TYPE AMOUNT SOURCE` 'VALID N FRONTAGE FRONTAGE. DEPTH FACTOR UNIT PRICE �s 1LOT: l 777 REG CAR'LOT L t A I-- -- - --°i .-t - .201 a i�M•INUS LOT¢ l.z;/ f { _ _ - - - t P �'3rARTMENT SITE L �• —L—— --- --1--- -- --�"O 202 23, �WATERFRONT ? ! r l— -•_..——— ——— ——I—f —— L —— — — 1 sdFT _,, ... I .�I 'TYPECODES VALIDITY CODES ' ' `— Qy ``-+ /r.� 1 Land 0 Valid Sale Y Sg I,PRIMARY SITE S0.FT. --✓ •-- INFLUENCE FACTORS -- --°° �� 2Land 4:Buiding 1Inwlved Addn•Ivuoli `.2 SECONDARY SITE 3 Building 2 Not Own Market + :3�uNDEVELOPEO S ._ __i-_-I-- - SO.FT. _ .._ .-a.-- 1 UNIMPROVED - ' 4;RESIDUAL —— ;—— SOURCE CODES 3 Changed An«Sale j 6)WATERFRONT 2 EXCESSIVE FRONT ° - Related Indi.ieu.N or Cop.__ _i —_—I— —— SO.FT, __ — t BAY. 5 Lipu dst on/For°clown p 3 TOPOGRAPHY —— -—— 2 Sell« 6 Financing/Lana Convect i ::ACREAGE .. F l A J 3 Agent 7 Included Eaaoiw➢ert Prop. _ ——._- -ACRES _ ——I——— 4 SHAPE OR SIZE — ! 4,PRIMARY SITE —— r J— � 4 Other or Other-See Memo 2,SECONDARY SITE A 5ECONOMIC -e-——ACRES — ——i— —— MISIMPROVEMENT —— L '—— 106 ENTRANCE CODES INFO CODE ".L3 UNDEVELOPED r MARSHLAND A __-a-__ACRES _-I--- 6 RESTRICTIONS- -- - --- 0 ENTRANCE 8 SIGNATURE GAINED S CURRENT UNOCCUPIED 1 OWNER I-. 6 WATERFRONT NONCONFORMING //77�� A - --e- -_ACRES - -- --- -- -- LyENTRANCE GAINED 6 EST.FOR MISC.REASONS :8-DESIGNATED 7 CORNER/ALLEY(+1 1 2 NOT APPLICABLE,UNIMP PARCEL ISEE MEM01 .: FOREST LAND/ A -- -_-e__-ACRES __I--- B VIEW(+) -- J---°° _. TENANI ,�•, '' OPEN SPACE A � 3 ENTRANCE 8 INFO REFUSED 7 OCCUPANT NOT AT HOME _ __-a- - -ACRES _-I--- __ r 4 ENTRANCE REFUSED,INFO AT DOOR (�90THER S 0 TOTAL - -- l °772•DACRES SUMMARY OF VALUES SIGNATURE BY OWNER OR AGENT BELOW INDICATES DATA ON THIS FORM WAS ',GROSSIRREGULAR LOT G --I---i_-- TOTAL VALUE LAND j'� � COLLECTED IN YOUR PRESENCE,IT DOES NOT MEAN THAT YOU HAVE VERIFIED 2 SITE VALUE 0, '•' 3 RESIDUAL TOTAL VALUE BUILDINGS THE INFORMATION HEREON. " 4 HOMESITE r'0 MINUS R.O.W. TOTAL VALUE LAND&BLDGS. b 1 o' 'f;:>.;;;, - PROPERTY FACTORS 405 LOCATION 410 PARKING AVAIL BILITY TOPOGRAPHY UTILITIES STREET OR ROAD CENTRAL BUS DIST 1 TYPE L QUANTITY PROXIMITY _ INSPECTION WITNESSED BY: All PUBLIC 1 PAVED I PERM CEN BUS DIST 2 0 NONE 0 NONE 0 FAR 1 OFF STREET 1 MINIMUM 1 NEAR PROCESSING DATA t101 :STREET"! 2 PUBLIC WATER 2 Al SEMI-IMPROVED 2 BUSINESS CLUSTER 3 2 ON STREET 2 ADEQUATE 2 ADJACENT 3 ON'&OFF STREET 3 ABUNDANT 3 ON SITE DEL ADD CHG F7D MO DAY YR jElOw STREET PUBLIC SEWER 3 UNPAVED 3. MAJOR STRIP 4 4 PARKING DECK 1 2 3 4 ROLLING ; `_' 4 GAS 4 PROPOSED 4 SECONDARY STRIP 5 BUILDING PERMIT RECORD I 2 3 • -- / _- / _— SfEEP : 5 WELL 5 CURB&GUTTER 5 NEIGH or SPOT 6 DATE NUMBER PRICE PURPOSE 1 2 3 • IDWa='; :j' -.6 SEPTIC 6 SIDEWALK` 6 COMM/IND PARK 7 1 2 3 • SWAMPY: 7- + NONE 7 ALLEY 7 INDUSTRIALSITE 8 i 2 3 • MARSHY '}a;.;,' . 'B. NONE 6 1 2 3 • -- ®COLE-LAYER-TRUMBLE COMPANY+oR+ OAOAtCT/1 of C Aa nCc n(`IJI ICFTTC PRC-065 dTri€R VACANT MAIN BLDG.COMPUTATIONS j M B 818 SYSTEM 819 HEATING TYPE 820 COOLING TYPE FLR FLR FIN SCH PRI"OLDG. . - HGT TrvE NGRATE 801 IMPR.TY : 1Q F RST : 826 F APARTMENTS — EL UPPERO �nDI-� NO.UNIUNIT SIZE 1 NONE 1 NONE 1 NONE B27 i l 803 — Q/ 2 UNIT HTRS 2 FHA 2 PKG UNITS - (2LL � .. n 7 CENTRAL HTG 3 GHA 3 EVAP ! I- 828 "Dr LL AGE 4 CENT HTG✓L AC 4 FLR/WL FUR 4 REFRIG 5 ELEC BB/CLG 5 HEAT PUMP 829 ERECTED E>!TENDED REMODELED — 8 STEAM/MOT WTR —— 7 HEATPUMP ..... . .. ,..._, ..... I... _....._�.... .. .i 830 BOB FOUNDATION PHYSICAL CONDITION FUNCTIONAL UTILITY 3 831 TYPE MATERIAL 1 2 3 4 —— —— —— —— ——— — 621 GOOD A2 POOR UNSOUND 827 GOO 2 POOR ABANDONED 834 808 Oi 7 1 O ] 4 5 LS SUB TOTAL • /t- LISTED REVIEWED .. ...:. !. .. 835 BRK $TN Fq /LF SOFT X Sd % C.W. P. CONC. CB BASEMENT 823 BY / DATE 824 Br DATE ; G 836 ADJ BASE RATE _ 809 I 7 J a ADDITIONSS_ .� .. _ ....._`J ,_E -, ,._. ,,. 877 INTERIOR FIN�7(G/ �O SLAB CRAWL 1/4 1:2 FULL i 1 810 EXTERIOR WALLS AND PT.— — NO TYPE SIZE % RATE AMOUNT _ !, 838 LIGHTING r 1 I L J--- •-- Ot WOOD FRAME 09 REINFORCED CONC 858 1 O/ •7 �•�� .7��0. 839 HEATING/AIR COND ET'J_— y • �� / I r ... 07 BR/CB 10 METAL — — '�Q III t 840 03 BRIFR 11 ENAMELED STEEL 859 2 ]O.95 �9/ O .. �. .. —_— [ ]_ � •�Q 04 BRIMS 12 GLASS 05 8"co 1 860 3 + .�� O(bO76 �Gp .. I ... ..; L*J--— • ./EL. ..; }ft Ba7 TOTAL MF 6 OF J STONE —— i 844 SUB TOTAL RATE 06 17'CB 14 STUCCO/FRAME 861 4 S`710 07 TILE 15 STUCCO/MS 862 5 _...1 '- 845 X BASE AREA 08 PRECAST CONC., 16 OPEN I b 9" 5'.3'c Lt jig FRAMING 863 6 } 4! .. 846 SUBTOTAL 811 1 2 3 4 TOTAL ADDITIONS 866 , 1 2 3 4 847 ADDITIONS 1.1 —I ,� D F FIRE RES. R,CONC, STL/REIN,CONC -IL3.� +�los 16 E FORM LEFT' RET REF EST _L v{O 812 .. ROOF ADDITION TYPE CODES MF 8 OF TYPE CODES 848 SUB TOTAL MECHANICAL FEATURES&OTHER FEATURES ll ? TYPE STRUC. COVER MAT. Ot CANOPY 01 PLBG FIXTURE IMPR OOF � - F �849 %FLAT I WD Fq 1BU COMP 02 DOCK 02 STORE FRONT TYPE IMPR OUANTITY/SIZE RATE REPL COST 2 S.P. 2 STEE TRU 2 COMP SH, 0J CPYOFP DOCK04 SPRINKLER ��O ^ �Q850 COST r — 3 D..P, 7 STEEL TRUSS 3 SLATE Od OFP 04 ME22ANINE 867Q' a 3 ,y]- 4 HIP 4 WO TRUSS 4 METAL 05 OMP 05 PARTITIONS 5 ARCH 5 CONC. 5 TILE 06 FR ADDTN FIN 06 FLOORING 851 .6 SAW T. 6 COPPER �•7 MONITOR 7 WOOD 07 FR ADOTN OF 07 DOOR$8 MANSARD 08 MAS AOOTN FIN 08 ENC-FIN 853 9 GAMBREL 09 MAS ADDTN UNF 09 ENC UNFIN — —— —— — —I——— 4 %FLOORING 10 WOOD DECK 10CRANE 870 __ _ 854 F 4 E 11 PENTHOUSE 11 PASS ELEVATOR --—— —— —I—— 8t3 STRUCTURE 814 COVERING MATERIAL 17 SHED 12 FREIGHT ELEVATOR 871 855 NET BLDG.VALUE / SSMT 13GARAGE 13 ESCALATOR -- -- —���- -__— _+_ 1 1 j 99 MISCELLANEOUS 99 MISCELLANEOUS OF 872 —— 856 NO.SIMILAR SLOGS. X f IRST G UPPER 1 L 08 6 Y CODES OTHER BUILDINGS$YARD 873 TOTAL _ / Q 867 TOT.NET BLDG.VALUE =/ I MF&OF �I,y,L�+tL —Imo.--I—;Ly/. t WOOD 1 EARTH 6 CARPET TYPEtF SIZE AREA GRADE RATE YEAR COND REpL DEPRECIATION,NA PHYS BSOL VALUE 2 WD DKGI 2 CONCRETE 7 TERRAZZO 01 GARAGE 14 CONC PAVING 82 WD FENCE I STL JS7 J WOOD 8 CERAMIC TILE 02 CARPORT 15 SHOP 1 712 713 'I: 714 B1 LIGHTING — _- - --- JIT106 3 CONC/STL JST 4 ASPHAL? 9 MARBLE 03 PATIO 16 OFP — -- --'— -- —84 CANOPY 2 772 Q A -- 4 CONCRETE 5 VINYL 04 SHED 17 OMP 85 R,R,SIDING — — _—t�14•C 723 724INTERIOR FINISH 05 POOL /8 14FRAME 86 DOCK 3 732 / (^/ /h'1 737 77106 MOBILE HM 19 1F MAS 87 TANK — — - 4`�I�Q( — —_ • -- __ 'O'J 816 WALLS 816 CEILING 07 BATHHOUSE 38 IMP SHED 88 TANK ELEV 4 742 F MO 743 71a SSMT Q� 08 SHELTER 70 CABIN 89 TANK-UNG I—I--- — -- -- _ 1 L 09 STABLE 71 RES G'HSE 90 TANK•PROP 5 752 F M 0 753 754 FIRST —+ UPPER 1L 10 SUMMER KIT 72 COMM G'HSE 91 SCALE --+ --- — -- -- -- —11 CELLAR 75 TENNIS COURT 92 RET WALL B 762 FMO 763 76412 WELL HOUSE 11 UNPIN 05 WOOD PANEL 09 TILE 80 W/W PAVING 93 TOWER1J B,7-PgVING 81 WNJ FENCE 95 77)7 FMO773 77406 METAL 10 ACCOUS.TILE - -- —_ — _00 MISC BLDGS 8 782F M OI78,4OJ DR'�:7�LL OMARBLE I1 SUSP•ACCOUS. — —— —— — 08 FIBRE BOARD t7 GLASS 800 TRUE VALUE ALL IMPROVEMENTS 8 Y PRC•0238 ,NUMBER SUFF. STREET NAME' MAP PARCEL CARD NO:. TOWN CLASS.. BOP:OC ROUT -� 1--- '=�-`--�---- !i INO;N 109 /f 101. 113 ' RECORD OF OWNERSHIP AND MAILING ADDRESS LOT NO. DEED BKJCTF DEED PG. DATE PURCHASE PRICE* _r1cS /y� a MEMORANDUM s; ACRES ST.CLASS CD. - LIVING UNITS FIRE DIST. ZONING MULTI NC NEIGHBORN000 102 361 103 Boo 108 - 104 105 o DELETE 300.330 LAND DATA&COMPUTATIONS SALES DATA 0 NONE N fRONTAGE AL FRONTAGE EFDEPTH E ACTUAL UNIT PRICE FACTOR UNIEPTH T T PRICE TIVE INFLUENCE FACTOR LAND VAIUE MO YR TYPE AMOUNT SOURCE VALID'_ I LOT - - - - - - - -- L J-- -� - - -�--- - ( 200 1 REGULAR LOT L -�- ._ - ._ _ _ _ --I- -- 1 9, -- - - - - -. 2 MINUS LOT - -- -- 201 3 APARTMENT SITE L - - -a- 1 WATERFRONT -1- -- - - L 202 L ———a— ——— ——— ——1- — — — — � S0 FT. ,--' TYPE CODES VALIDITY CODES L J--°'e 0 Valid SW 2 IECONPRIMARY SITE `S -I-- -1 - - - SO.FT. -a-_ INFLUENCE FACTORS - r , 2 Lanndd'&Building 1 InwNdAddn'lvarnN 2 SECON DARY SITE -I 7 Building 3 UNDEVELOPED S I—,——I—— — SO.FT. —..._.—�-._— 1 UNIMPROVED _9; 2 Not Own Market '.4 RESIDUAL —— — SOURCE CODES -3 Changed Altair Sale ., 5 WATERFRONT S -I - --I- -- SO.FT. __-g-- 2 EXCESSIVE FRONT r ° j 4 Related Individ-Is w Corp.. , ACREAGE . 3 TOPOGRAPHY ° 1 Buyr 5 LlQuidstion/Fwado ute r T 2 5«I« B Finrtcinq/Land Contract 1„vRIMARY.SITE A -- - --a-- -ACRES -_�--- 4 SHAPE OR SIZE -- L J--g 3 Aga^' 7 Included E.mwiv*Pat Prop, - 1 Other or Od,a-See Memo - : 2 SECONDARY SITE A 5 ECONOMIC -a---ACRES _ -i--- -- - 7 UI!IOEVELOPEO - MISIMPROVEMENT r ,- 106 ENTRANCE CODES - INFO CODE: 4 MARSHLAND A __—a_——ACRES _ —I_—— 6 RESTRICTIONS— ° :5 WATERFRONT - -- ° 0 ENTRANCE&SIGNATURE GAINED 5 CURRENT UNOCCUPIED A A NONCONFORMING OWNER --a- --ACRES I CORNER/ALLEY(+) -- --�" ©ENTRANCE GAINED 6 EST.FOR MISC.REASONS 9 DESIGNATED r 2 NOT APPLICABLE,UNIMP PARCEL (SEE MEMO) FOREST LAND/ A -- ---a---ACRES _ - - ]-- .2 TENANT -I--- B VIEW(+) - L 3 ENTRANCE&INFO REFUSED 7 OCCUPANT NOT AT HOME OPEN SPACE A ---'- --ACRES r --I--- -- _ :--% 4 ENTRANCE REFUSED,INFO AT DOOR �THER o.TOTAL A — —I———a———ACRES SUMMARY OF VALUES GROSS SIGNATURE BY OWNER OR AGENT BELOW INDICATES DATA ON THIS FORM WAS TOTAL VALUE LAND 1 IRREGULAR LOT G --I---I--_ COLLECTED IN YOUR PRESENCE,IT DOES NOT MEAN THAT YOU HAVE VERIFIED I SITE VALUE 3 RESIDUAL TOTAL VALUE BUILDINGS THE INFORMATION HEREON. 4 HOMESITE 9 MINUS R.O.W. TOTAL VALUE LAND&BLDGS. PROPERTY FACTORS 405 LOCATION 410 PARKING AVAILABILITY - TOPOGAAPHY: UTILITIES STREET OR ROAD CENTRAL BUS DIST 1 TYPE QUANTITY PROXIMITY :VEL I ALL PUBLIC 1 PAVED 1 PERM CEN BUS DIST 2 0 NONE 0 NONE 0 FAR INSPECTION WITNESSED BY: )DYE STREET 2 PUCLIC WATER 2 SEMI IMPROVED 2 BUSINESS CLUSTER 3 2 ON STREETT 2 ADEQUATE 2 ADJACENT PROCESSING DATA 3 ON&OFF STREET 3 ABUNDANT 3 ON SITE :LOW STREET 3 PUBLIC SEWER 3 UNPAVED 3 MAJOR STRIP 4 4 PARKING DECK DEL A00'. CMG F/0 MO DAY YR )LUNG 4 GAS a PROPOSED 4 SECONDARY STRIP 5 BUILDING PERMIT RECORD 1 2 3 • PEEP 5 WELL 5 CURB& GUTTER 5 NEIGH or SPOT, 6 DATE NUMBER PRICE PURPOSE 1 2 3 YIN 6 SEPTIC 6 SIDEWALK 6 COMM/INO PARK 7 1 2 3 4 VAMP,Y 7 NONE 7 ALLEY 7 INDUSTRIALSITE 8 ARSITY B 2 NONE 8 I 3 4 El HEATING&COOLING 600j - - MAIN BLDG.COMPUTATIONS ER VACANT 818 SYSTEM 8/9 HEATING TYPE 820 COOLING TYPE ' 1- LR FIN SCH f PRINCIPAL BLDG.DESC.. 2 FLTE cT irvE No RA 801 R.TYPE az L BSMT r1 "•" "-' n�7 p / FIRST �. ._.... .. i ,... 816 pq O/ ur v APARTMENTS HOTEL — MOTEL — UPPER •�-- -.f.. ... ... .i-_I. _ 827 NO,UNITS AVG,UNIT SIZE 1 NONE 1 NONE 1 NONE ! - 803 804 2 UNIT HTRS 2 FHA 2 PKG UNITS -" 828 D 3 CENTRAL HTG 3 GHA 3 EVAP ... ... _. . . . :..... _. -- -- -- -- AGE 4 CENT HTG&AC 4 FLR/WL FUR 4 REFRIG879 5 ELEC BS/CLG 5 HEAT PUMP - -- - - - +- ERECTED EMENDED REMODELED 8 STEAMMOT WTR --i-- ---- -- - "-�- :_..;.. _ -- -- -- -- --- -- 7 MEAT PUMP 870 PHYSICAL CONDITION FUNCTIONAL UTILITY FOUNDATION 871 -- - TYPE MATERIAL 621 1 3 1 922 1 7 4 + ..., 8. SUB TOTAL - 7$ .OQ GOOD A POOR UNSOUND GOO POOR ABANDONED -- - Sew` -- - sL -- 809 2 2 7 4 5 :.__� _. _ 3 LF O - .. 8 5 SO FT X %. LISTED REVIEWED � "� .835 C.W. P, CONC. CB BRK $TN FR BASEMENT /� 823 8Y DATE Y 824 BY DATE `- 838 ADJ BASE RAT 809 1 2 3 4 5 / e"� ADDITIONS 1 �1 / r "� 837 INTERIOR FINE [t]�OL•�� SLAB CRAWL 114 112 3/4 U 1( NO 'TYPE SIZE X RATE AMOUNT :.. i. 838 LIGHTING i 1 ... 810 EXTERIORWALLS ANDPT.— — --- _- 01 WOOD FRAME 09 REINFORCED CONC. 858 1 839 HEATING/AIR COND [ ]———•_— 02 BR/CB 10 METAL /q9 3a7 lO 77S .. ... : ; ! { .. !_ .. ... 840 03 BR/FR 11 ENAMELED LED STEEL 859 T D� / V �/ • � Iq 70S "- 1 - - ------- --- -- - 843 TOTAL MF&OF.. _. R n 04 BRIMS 12 GLASS - - -... 1- J--fi •Z�L.880 3 OS 8"CB 13 STONE -- 844 SUB TOTAL RATE �7 06 17'CB 14 STUCCO/FRAME 845 X BASE AREA 07 TILE 15 STUCCO/MS 862 5 . 08 PRECAST CONC. 16 OPEN -- -' - - -+--+ i - 846 SUBTOTAL 863 8 .. FRAMING 811 1 7 4 TOTAL ADDITIONS 886 1lL�I -I&E FORM LEFT RET REF EST 847 ADDITIONS 1.1 -I- / /_ /A� WO FR E S. R,CONC.STL/REIN,CONC -1- !L l��r� 812 ROOF ADDITION TYPE CODES MF&OF TYPE CODES MECHANICAL FEATURES&OTHER FEATURES 848 SUB TOTAL TYPE $TRUC. COVER MAT, OI CANOPY OI PLBG FIXTURE IMPq O Of 849 GRADE I- -- X 02 DOCK 02 STORE FRONT TYPE IMPR QUANTITY/SIZE RATE REPL COST L .L -- 1,FLAT 1 WO FR 1 BU COMP 3 S.P. STUB JOIST 2 COMP SM, 03 CPYOFP DOCK 03 SPRINKLER - ---I-I-�� ^� • D - - ^I �� 850 REPLACEMENT COST -I 2-Vo 867 J L/'L7 yLLJ l (e� 7 O.P. 3 STEEL TRUSS SLATE 04 OFP � 04 MEZZANINE OI D 4 HIP 4 WO TRUSS 4 METAL 05 OMP 05 PARTITIONS 868 - 851 PHYSICAL DEPR. 5 ARCH 5 CONC. 5 TILE 06 FR ADOTN•FIN 06 FLOORING 6 SAW T. 6 COPPER 07 FR ADOTN•OF 07 DOORS -- -- -- 7 MONITOR 7 WOOD 869 853 OBSOLESCENCE - % 8 MANSARD 08 MAS ADOTN•FIN 08 ENC-FIN __ __ __ 9 GAMBREL 09 MAS ADOTN-UNF - -- -- - --1--- 09 ENC•UNFIN 870 1 2 3 4 _ __ 954 NONE FUNC ECO F&E FLOORING 10 PENT DECK 10 CRANE -- -- _I___ _ 11 PENTHOUSE II PASSE LEVATOR - 813 STRUCTURE 814 COVERING MATERIAL 12SHED 12 FREIGHT ELEVATOR 871 855 NET BLDG.VALUE 13 GARAGE 13 ESCALATOR - -- ---I--- - ----- 8SMT Y 99 MISCELLANEOUS 99 MISCELLANEOUS OF 872 -- -- --- --- -- ---1-- 856 NO.SIMILAR SLOGS. X FIRST _ .6 08&Y CODES OTHER BUILDINGS&YARD 873 TOTAL QO 857 TOT.NET BLDG.VALUE UPPER MF&OF - I 7L DEPRECIATION VALUE 1 WOOD t EARTH 6 CARPET ITEM NO TYPE CONSi SIZE AREA GRADE RATE YEAR COND REPL PHYS SSOL VALUE 2 WO DKG/ 2 CONCRETE 7 TERRAZZO 01 GARAGE 14 CONC PAVING 82 WO FENCE STL JST 3 WOOD 8 CERAMIC TILE 02 CARPORT 15 SHOP 83 LIGHTING 712 -- FMO --1-I--- 713 - - 714 716 . 3 CONC/STL JST 4 ASPHALT 9 MARBLE 03 PATIO 16 OFP 84 CANOPY 2 722 F M O 723 724 726 4 CONCRETE 5 VINYL 04 SHED 17 OMP 85 R.R•SIDING - -- - -1--- _ - _ INTERIOR FINISH 05 POOL 18 1•FRAME 86 DOCK 3 772 FMO 733 - - - -- 734 736 -- _- O6 MOBILE HM 19 11 MAS 87 TANK 1-1--- - -- -- - _ __ 815 WALLS 818 CEILING 07 BATHHOUSE 38 IMP SHED 88 TANK ELEV 4 742 F MO - 743 744 746 -1-1--- - • - Q � 08 SHELTER 70 CABIN 89 TANK•UNG - - - - -- BSMT 09 STABLE 71 RES G'HSE 90 TANK-PROP 5 752 F M O 753 754 7% FIRST Q•� Q Z - -- --1-1--- - • - ____ 10 SUMMER KIT 72 COMM G'HSE 91 SCALE UPPER 11 CELLAR 75 TENNIS COURT 92 RET WALL 6 762 FMO 763 764 788 12 WELL HOUSE 80 BT/C PAVING 93 TOWER 7 772 F M O 773 r'It UNFIN 05 WOODPANEL 09 TILE - 774 778 13 B.T.PAVING 81 W/W FENCE 95 - -- --I-1-_- _ __ • �_ _ _ _ '02•AINT 06 METAL 10 ACCOUS.TILE 00 MISC SLOGS 8 782 F M O 783 784 788 I •l03 OR LL Ot MARBLE 11 SUSP,ACCOUS. - AwlilwhsA 08 FIBRE BOARD 12 GLASS 800 TRUE VALUE All IMPROVEMENTS D r �L �r 761 TOTAL 086 Y . __I— AF-633--,, .!. .- r_L... I , i `t� � t 1. I • � I �Tj i^._.. ..... f j — I I _ I I , I I I LA.. � � � I ' : , ! , ,.... .� 1 `-r_. �' •-•a5 IrM$ AS`t - - I I - r I I _ I i � I _ ION l-t/ , f _.. . .. .. ... i I J. G D�JxL I _... SPS w1 _ I I } L L: y, St W J- : . . . ... : .. 9 � , .: o - - - , d I I I • mn , 1 o`J'_.. e - w - r G� M+ 71 __. , :fit i 11 ILA ' I - I :r , f P�T ! : . b 4v.b 67 , 71 I t 1 s..__ i -- -r - - --- -- -. -t—;- I , , , , ' ' 1 .. NUMBER SUFF. STREET NAME MAP PARCEL CARO NO. TOWN CLASS ROUTING N1 O ° L•A10 10 3ZL Q ,os 101 113 _ 22 RECORD OF OWNERSHIP AND MAILING ADDRESS: LOT NO. DEED BKJCTF DEED PG. DATE PURCHASE'PRICEo41 s-r MEMORANDUM ACRES ST.CLASS CO. LIVING UNITS FIRE DIST. 20NING MULTI NC NEIGHBORHOOD. 102 103 108 104 r 1 r l 105 t a ... o4pe DELETE 300-33.0 LAND DATA&COMPUTATIONS SALES DATA `_ 0 NONE N FRONTAGE AL FRONTAGE EFFECTIVE ACTUAL UNIT PRICE FACTOR UNIEPTH T PRICE TIVE INFLUENCE FACTOR LAND VALUE MO YR TYPE AMOUNT SOURCE VALID'€ LOT L -- -• - - - - - -'- -I-- - - - r °� 200 1 REGULAR LOT L — ._ —•— - — ._ _ — — --1- -- _ ._ --% -- - - — - -t---t--- �*�=c•Y. 2 MINUS LOT 201 3 APARTMENT SITE __ 202 1 ' 4 WATERFRONT L -- -- --- — r �— ce -- - - — — —t---t--- - -•- - -I- -- - TYPE CODES VALIDITY CODES 1iQ.1TVRIMARY SITE $ -�-- —I - -- $Q.F1. ---•-- INFLUENCE FACTORS -- r ,-- I Land 0 Valid Sate 2 Land&Building 1 Inrolvad Addn'I Parph -Y 2 SECONDARY SITE 3 Building 2 Not Open Mpkat s .3 UNDEVELOPED $ __i---I-- - SO.FT. - ..._ .—a_—- I UNIMPROVED 3 changed A 4 RESIDUAL I — -- -- SOURCE CODES Altar Sale `. '6 WATERFRONT 2 EXCESSIVE FRONT r , ° 1 4 RHatad Individuate or Corp, $ -- _I - --I- - - $Q.FT. __-•-- _- ___ t eura 5 LiW dat on/Fer«lows t ACREAGE 3 TOPOGRAPHY ° 2 Sall. B Financ ng/Land Ccntr«t -a-- -ACRES — -1-- 4 SHAPE OR SIZE L - 3 Agent 7 Included EaonM Parr,Prop, 1 PRIMARY SITE A — — — — —— — 4 Othx or Otlta-See Mauro 2 SECONDARY SITE 5 ECONOMIC I A .— _---a---ACRES --i---3 ur4oevELopeo MISIMPROVEMENT - L -o IDS ENTRANCE CODES INFO CODE - r - 4 MARSHLAND A — __-a-_-ACRES — --I--- 6 RESTRICTIONS- -- ..--° 5 WATERFRONT NONCONFORMING ° 0 ENTRANCE 8 SIGNATURE GAINED S CURRENT UNOCCUPIED 1 OWNER' A _a- --ACRES 1 ENTRANCE GAINED 6 EST.FOR MISC.REASONS - --I--- 7 CORNER/ALLEY 1+I - 9 DESIGNATED f 1 2 NOT APPLICABLE.UNIMP PARCEL (SEE MEMO) . FOREST LAND/ A -- ---a---ACRES --1--- 8 VIEW(+) -- J--°0 2 ,TENANT OPEN SPACE L 3 ENTRANCE&INFO REFUSED 7 OCCUPANT NOT AT HOME 1 A - -a- - -ACRES _ -I--- 4 ENTRANCE REFUSED,INFO ATDOOR ] OTHER` i 0 TOTAL A — -I---a-_-ACRES SUMMARY OF VALUES GROSS SIGNATURE BY OWNER OR AGENT BELOW INDICATES DATA ON THIS FORM t IRREGULAR LOT - - TOTAL VALUE LAND G — -I---I--- COLLECTED IN YOUR PRESENCE,IT GOES NOT MEAN THAT YOU HAVE VERIFIED ?' t 2 SITE VALUE THE INFORMATION HEREON. 3 RESIDUAL TOTAL VALUE BUILDINGS 4 HOMESITE !• B MINUS R.O.W. TOTAL VALUE LAND&BLUGS. 1 PROPERTY FACTORS 405 LOCATION 410 PARKING AVAILABILITY =- TOPOGRAPHY UTILITIES STREET OR ROAD CENTRAL BUS DIST 1 TYPE_ QUANTITY- PROXIMITY .EVEL I ALL PUBLIC 1 PAVED 1 PERM CEN BUS DIST 2 0 NONE 0 NONE 0 FAR INSPECTION WITNESSED BY: 1 OFF STREET 1 MINIMUM 1 NEAR AT PROCESSING D A 1 A ACENT BOVE STREET 2 PUBLIC WATER 2 SEMI IMPROVED 2 BUSINESS CLUSTER 3 2 ON STREET 2 ADEQUATE 2 DJ 3 ON&OFF STREET 3 ABUNDANT 3 ON SITE DEL ADD CHG F/O MO DAY' VR IELOW STREET 3 PUBLIC SEWER 3 UNPAVED 3 MAJOR STRIP 4 4 PARKING DECK - - / -- _ tOu t 2 3 41NC 4 GAS 4 PROPOSED 4 SECONDARY STRIP 5 BUILDING PERMIT RECORD I 2 3 4 STEEP 5 WELL 5 CURB& GUTTER 5 NEIGH or SPOT 6 DATE NUMBER PRICE PURPOSE 1 2 3 4 .OW 6 SEPTIC 6 SIDEWALK 6 COMM/IND PARK 7 , 2 3 4 SWAMPY 7 NONE 7 ALLEY 7 INDUSTRIALSITE 8 1 2 ] 4 1A412¢YV o .:...,c ° 1 2 3 4 600 O v HEATING SI COOLING ER VACANT MAIN BLDG.COMPUTATIONS OTH FLR FIN SCH .-_' S18 SYSTEM 819 HEATING TYPE 820 COOLING TYPE r 'PRINCIPALBLDG."DESC., - _ FL MGT TYPE NO RATE — 801 IMP R.TYPE FIRST _ }. -.... ._.... 826 O APARTMENTS — HOTEL — MOTEL _ UPPER - - NO.UNIT AVG.UNIT SIZE 1 NONE 1 NONE / NONE 27 A 803 — 804 _3G 2 UNIT HTRS 2 FHA 2 PKG UNITS 3 CENTRAL HTG 3 GMA 3 EVAP { - -- AGE28 ] -- -- -- --- -- T t2. 0 8 4 CENT HTG&AC 4 FLR/WL FUR 4 REFRIG - 829 ERECTED EXTENDED 6 ELEC BB/CLG 6 HEAT PUMP REMODELED 8 STEAMMOT WTR � —— — —— —— ———•—— 7 HEAT PUMP ;�_ 830 — FOUNDATION PHYSICAL CONDITION FUNCTIONAL UTILITY 831 -- TYPE MATERIAL 821 GO 1OD AV 2 3 - 4 1 2 3 q G POOR UNSOUND 822 GOOD AVG POOR ABANDONED _ 11 834 SUBTOTAL v 808 1 2 1 2 3 4 5 LISTED REVIEWED - t 835 LF SO FT X • % C.W. P. CONC. CB BRK STN FR BASEMENT 823 BY DATE 824 BY DATE :. 838 ADJ BASE RATE � q 809 1 2 3 4 5 6 ADDITIONS 837 INTERIOR FIN _ _-.. �_.;_. _,. +- SLAB CRAWL I/4 112 314 FULL , 1 1 JV 838 LIGHTING 8 __ _ — NO TYPE SIZE X RATE - AMOUNT 10 EXTERIOR WALLS AND PT. ; ( ---•-- t L 01 WOOD FRAME 09 REINFORCED CONC. 858 1 /.y �7 f Q rL� 3 p O-cL ,E y ! �- --- 839 HEATING /AIp COND [!�]_- •O t. 02 BR/CB 10 METAL L-JU "1 _ t (� 03 BR/FR 11 ENAMELED STEEL 859 2 �� 1 'OL' •O� _ ��01- .,...� .. i - �0 C-L"�__-__ ['E�_`_� • �� 04 BR/MS 12 GLASS 860 3 -"' t� 843 TOTAL MF 6 OF r ——— •—- 05 8•'CB 13 STONE • ""i -- ---- .i844 SUB TOTAL RATE ' 06 IT'C8 14 STUCCO/FRAME 881 4 - 07 TILE 15 STUCCO/MS 882 5 C ,' -�, 'S ! 845 X BASE AREA 08 PRECAST CONC. 16 OPEN _ CL�IIi FRAMING 883 8 • 846 SUBTOTAL — / I Q�� -- , ' r I (� .. 1 �.... Si/ WDIFR FIRE RES. R.CONC. STL/RE N CONC TOTAL ADDITIONS BOB _I� I&E FORM LEFT Rd ET REF I 1 E45-T 847 ADDITIONS I.1 I� 1 $ D 812 ROOF ADDITION TYPE CODES MF&OF TYPE CODES MECHANICAL FEATURES S,OTHER FEATURES 848 SUB TOTAL S.- TYPE STRUC. COVER MAT. 01 CANOPY 01 PLBG FIXTURE IMPq O OF 849 GRADE .�L� 02 DOCK 02 STORE FRONT TYPE IMPR QUANTITY/SIZE RATE REPL COST LTJ A 1 FLAT I WDFR I BU COMP 2 S.P. 2 STL/8JOIST 2 COMP SH, 03 CPY/DOCK 03 SPRINKLER 867 850 REPLACEMENT COST 3 O.P. 3 STEEL TRUSS 3 SLATE 04 OFP 04 MEZZANINE ___ . /13 r$.4 4 HIP 4 TRUSS 4 METAL 05 OMP 05 PARTITIONS —I—_— _ t!l L-7 5 ARCM 5 CONC. 5 TILE 06 FR ADDTN•FIN 06 FLOORING 868 851 PHYSICAL DEPR. 1/ % 6 SAW T. 8 COPPER I—I—_— _ Q 1 7 MONITOR 7 W000 07 FR ADDTN•OF 07 DOORS —— —— —— — • —I—_— —— —— 8 MANSARD 08 MAS ADOTN•FIN 08 ENC-FIN 869 853 OBSOLESCENCE 9 GAMBREL 09 MAS ADOTN•UNF 09 ENC-UNPIN I 2 3 4—— —�--—-- —— • ——I_—— 870 FLOORING 10 WOOD DECK 10 CRANE _ _ 854 NONE FUNC ECO F&E -I--- IIPENTHOUSE 11 PASS ELEVATOR 813STRUCTURE514 COVERING MATERIAL 12SHED 12 FREIGHT ELEVATOR 871 B55 NET BLOC.VALUE FIRST 13 GARAGE 13 ESCALATOR -- -- --I—�--- --- --I--- I BSMT _ — 99 MISCELLANEOUS 99 MISCELLANEOUS OF 872 856 NO.SIMILAR SLOGS. X _ UPPER — _ OB&YCODES OTHER BUILDINGS lI YARD 873 TOTAL MF&Of —I— _— 867 TOT.NET BLDG.VALUE ' ITEM I—--I 1 W000 1 EARTH 6 CARPET TYPE CONST SIZE AREA GRADE RATE YEAR COND REPL DEPRECIATION NO ►HYS BSOL VALUE 2 WO DKG/ 2 CONCRETE 7 TERRA220 O1 GARAGE 14 CONC PAVING 82 LIGHTING FENCE 1 712 F M O 71J STI JST ] WOOD 8 CERAMIC TILE 02 CARPORT 15 SHOP - S3 LIGHTING — -- --I—I--_ 714 718 3 CONC/STLJST 4 ASPHALT 9 MARBLE 03 PATIO 16 OFP 84 CANOPY -- -- 4 CONCRETE 5 VINYL 04 SHED 17 OMP 85 R.R.SIDING ? 722 __ FMO -- —I--- 723 — — 724 726 INTERIOR FINISH 05 POOL 18 11 FRAME 86 DOCK 3 732 F M O — —— —— — -- —— 06 MOBILE MM 19 Y MAS 87 TANK — —,_I—— 733 — 734 736 815 WALLS 816 CEILING 07 BATHHOUSE 38 IMP SHED 88 TANK ELEV 4 712 FMO 743 744 746 BSMT 08 SHELTER 70 CABIN 89 TANK•UNG — --I—I--- _ -- -- _- 09 STABLE 71 RES G'HSE 90 TANK-PROP S 752 f M O 753 • 75q 758 FIRST —_ — — 10 SUMMER KIT 72 COMM G'HSE 91 SCALE _-1—I--- _ UPPE I1 CELLAR 75 TENNIS COURT 92 RET WALL 8 782 FMO 763 764 768 12 WELL MOUSE 80 8T/C PAVING 93 TOWER -- —_ -- OI UNPIN OS WOOD PANEL 09 TILE 138.T.PAVING 81 W/W FENCE 95 7 772 FMO 773 771 776 —1-1—__02 PAINT 06 METAL 10 ACCOUS.TILE 00 MISC BLDG$ 7— _ S 782 —— • —— -- FMO 0 —1 783 784 788 03 DRYWALL 07 MARBLE I SUSP,ACCOUS. — -- -- --- — • _ ____ 800 TRUE VALUE ALL IMPROVEMENTS 1 00 PLA,STEA. 08 FIBRE BOARD 12 GLASS -_ _ _, 791 TOTAL 08&Y ET NAME' MAP PARCEL. CARD NO N CLASS NUMBER SUfF NL STREET- .., SST-- ----- --- 3 ---= — -- -- 010 j1�1 L... _Q --- •ILC�_O F 5t� T�� 10 3 L"OUTING 1 oCC i� '/r. 1, 11 DLL--1 -- '�=- V RECORD OF OWNERSHIP AND.MAILINO'ADDRESS LOT NO. DEED BKICTF DEED PG. DATE PURCHASE PRICE T � ire°A S �3 E"TIC S MEMORANDUM • .. ST.CLASS.CO. LIVING UNITS FIRE GIST. ACRES ZONING MULTI Nt) NEIGHBORH000 102 ,3�i_: ,D3 ..ao o., .» ,oa _('� J... .:. ,05 o Lq.1 DELETE 300MO LAND DATA&COMPUTATIONS SALES DATA 0 NONE ACTUAL EFFEC7IV EFFECTIVE. ACTUALUNIT.PRICE DEPTH EFFECTIVE INFLUENCE FACTOR LAND VALUE in YR TYPE AMOUNT SOURCE VALID 0 N FRONTA FRONTAL DEPTH FAT NIT PRICE AOT r �° .1 REGULAR LOT . .. - - — ._ _ — — _ . - -� — - -a— — --1-- -- 2..MINUS LOT ..... .. .. J L 201 APARTMENT SITE L .. . ]AFAR _� _--.— -- --_ --1--- _ -- �--:ro 2O2 - — — - -t---t--- — _ WATERFRONT L ---._ --- T: "=_1- -'_ r 1-- TYPE CODES VALIDITY.CODES -- J' scFT .. I I Land 1 ►RIMARY.SITE S —1—- -,-_- SO_FT. _-_•__ INFLUENCE FACTORS -- L i-..-% 2 Lana s Building I 1 Valid Aeen'I Parcels 2.SECONDARY SITE r i 3 Building 2 Not Op"Mmkol 3 UNDEVELOPED S .I-- -I-- -.SO FT. - ._:--- I UNIMPROVED _ --9, - .3 Changed After Sale 4 RESIDUAL , SOURCE CODES 4 Related I ndividuab a Cora. 5 WATERFRONT 2 EXCESSIVE FRONT i 1 Buyer 5 L widaUon/Fondotun .S __ —I _ --I— —.SO.TT. ---•-- -- ---aO 2 Salle, B F' ane Contact ACREAGE 3TOPOGRAPHY F In�^WL Y 3 Agent 7 1 nduded Eanesiw Par%Prof. 1 PRIMARY SITE A -- '---a---ACRES --I___ 4 SHAPE OR SIZE -- ---% 4 Other a odnr-5..Mwno - 2 SECONDARY SITE A - 5ECONOMIC - r - INFO CODE: -.-_.-ACRES _ —1- MISIMPROVEMENT - L _ 106 ENTRANCE CODES '] UNDEVELOPED '. — { " :. �.. � � .. � - r •� 4 MARSHLAND A — ---.--__.ACRES --I--- 6 RESTRICTI.ONS= -- - ---°° 0 ENTRANCE E SIGNATURE GAINED 5 CURRENT UNOCCUPIED: .1 OWNER S WATERFRONT - .. " NONCONFORMING• a OR MISC.REASONS. A _ - --a _ACRES _,-_- - GJENTRANOE GAINED F f.. - .-. - .-.. 7CORNER/ALLEY(#) IMPP R 6ESTISEEMEM01 2 rNOT 9 DESIGNATED A-- -__.___ACRES -I-- $VIEW(+1 -- L �=-°° 3 ENTRANCE dIBNFO REFUSED PARCEL 7 OCCUPANT NOT AT HOME L TENANT FOREST LANOI .. - _ ' 1 OPEN SPADE A —_ , - . --a- --A ES _I _ r 96 1ENTRANCEREFUSED,INFOATDOOR �THER i B TOTAL A —,—__a-_-ACRES - SUMMARY OF VALUES _ SIGNATURE BY OWNER OR AGENT BELOW INDICATES DATA ON THIS FORM WAS CROSS G I _1___ TOTAL VALUE LAND. COLLECTED IN YOUR PRESENCE,IT DOES NOT MEAN THAT YOU HAVE VERIFIED - 1;,IRREGULAR LOT - HEREON. T SITE VALUE THE INFORMATION 0 TOTAL VALUE BLIILDIF�IGS' >�3 RESIDUAL- �•►tOMESITE ' a.MINUS R.O.W. - - TOTALY*LUE'LAh6l*LDGS.- ' p PROPERTY FACTORS 4051.. LOCATION 410 "PAR KING.AVAILABILITY TOPOGRAPHY UTILITIES STREET OR ROAD. CENTRAL BUS DIST 1 TYPE ' OUANTITY PROXIMITY INSPECTION WITNESSED BY: LEVEL 1 ALL PUBLIC. 1 PAVED I PERM CEN BUS DIST.•2 O:NONE " 0 NONE 0 FAR 1'OFF STREET 1 MINIMUM 1 NEAR PROCESSING DATA ABOVE ST.REET 2 PUBLIC WATER 2 SEMIIMPROVED 2 BUSINESS CLUSTER 3 2 ON STREET 2 ADEQUATE 2 ADJACENT 3 ON&OFF STREET 3 ABUNDANT 3 ON SITE DEL ADO CHG f/0 � MO DAY YR BELOW STREET III PUBLIC SEWER 3 UNPAXED 3 MAJOR STRIP 4 4 PARKING DECK ROLLING. 4 GAS 4 PROPOSED 4 SECONDARY STRIP 5 BUILDING PERMIT RECORD 1 2 3 4 STEEP`•-- -- -5 - WELL 5 CURB&GUTTER 5 NEIGH or SPOT. 6 DATE NUMBER PRICE PURPOSE 1 2 3 • _- / -- / - lOW 161 SEPTIC 6 SIDEWALK B COMM/INO PARK 7 1 2 3 • - - / - / -- SWAMPY 7 NONE 7 ALLEY 7 INDUSTRIAL SITE 8 1 2 3 4 UAQCWV A ° I I 1 1 2 3 4 / riLA I iNG&COOLING _ MAIN BLDG.COMPUTATIONS III.' VACANT —� - MAIN'- -.L-_- - 818 SYSTEM 819 HEATING TYPE 1 8200 I" COOLING TYPE FLR FLA FIN SCH RATE PRINCIPAL BLDG.DESC. - •� A HG(T TYPE NO BSMT L KJ I OF O 801 .MV A.TfP,E cTr L LQ FIRST .2 pZ 876 - APARif"'IENTS _ HOTEL - M07EL (UPPER •2. O _ --- NO.UNITS AVG,UNIT SIZE I NONE 1 NONE I NONE - 677 /��` O'- VL - / ! • 70 803 7 UNIT HTRS7 FHA 2 PKG UNITS 828 V/`I-1 .O� I�/y J(.� -=�,1.� • /� J CENTRAL HTG J GHA J EVAP - AGE 4 CENT HTG 8 AC 4 FLRAYL FUR 4 REFRIG 829 5 ELEC 88/CLG 5 HEAT PUMP - _ ___ __ ERECTED EXTENDED REMODELED 8 STEAMMOT WTR 8J0 . - 7 HEAT PVMP ;806 1 806 1--- 807 .. .._.. - - PHYSICAL CONDITION - - - 831 FOUNDATION FUNCTI NAL UTILITY - ' 6PE MATERIAL 821 1 2 J 4 822 1 2 J 4 634 /i 1 -- SUB TOTAL • GOOD AV POOR 1NSOUND, GOO POOR ABANDONED - I SerLL` aue ? 1 O J 4 5 L...,. L c LISTED REVIEWED 875 /LF o SO FT % % C.W.' P. CONC. CB BRK STN FR BASEMENT - .. 823 BY / DATE 824 BY - DATE - .. 836 ADJ BASE RATE _ �O 809 1 7 J 4 .6 ADDITIONS - l•'F ..»....._ Y. _,L,(�/.�L,_..._V�� �/•, _ 8J7 INTERIOR FIN [ ]- -•-- SLAB CRAWL 114 1.2 FULL I - NO TYPE SIZE X RATE AMOUNT I BID EXT.E RIOR WALLS AND PT.- - - - ! } 838 LIGHTING [ ]--`•-- OI.W000FRAME 09 REINFORCED CONC, 858 1 / ! ! i 8J9 HEATING AIR CONO 7 • �0 :.—— 7 q..gD 7770 ! --- — 07 BR/CB 10 METAL - �9 2 G ��9a 30.95 86 0 --- --- - o OJ BR/fR 11 ENAMELED STEEL y�� .. e4o .ST � 04 Bq:MS 11 GLASS 860 J .90 dd 4 S /�� ' .. ... *J 84J TOTAL MF60F --- • y O5 8'CB 13 STONE ' - - ? t i 844 SU8 TOTAL RATE ¢�• CC 04.17,CB 14 STUCCOIFRAME "1 1 /v/J .UQ 07 TILE 15 STUCCO/MS 862 5 ` 845 X BASE AREA' e� Q tJ yi 08 PRECAST CONIC, 16 OPEN I`' O 7 .J -- - FRAMING 88J 6 I - 846 SUB TOTAL /� 811 " TOTAL ADDITIONS 868 ) ^(�^( (p 1&E FORM 1 2 J 4 .847 ADDITIONS!-). 1 7 1 -LI D FF IRE RES. R,CONC.STL/REIN;CONC - I LEFT RET REF EST' 812 ROOF _ CODES, .. . . ADDITION TYPE Mf BOF TYPE CODES 848 SUB TOTAL '-. MECHANICAL FEATURES 6 OTHER FEATURES L L2.L TYPE STRUC. COVER MAT, 7 OI CANOPY 01 PLBG FIXTURE IMPq No OF -- 02 DOCK 02 STORE FRONT TYPE -IMPR OUANTITYISIZE RATE REPL COST - 949 -GRADE .FLAT D 1 WO FA 1 BU COMP 2 S•P. 2-STLIB JOIST .2 COMP SH• OJ CPY/DOCK t OJ SPRINKLER 867 /L Q 850 REPLACEMENT COST J D.P. J STEEL TRUSS J SLATE 04 OFP 04 MEZZANINE 4 HIP 4 WD TRUSS 4 METAL O5 OMP 05 PARTITIONS - 5 ARCH S CONC. .5 TILE 06 FR ADDTN•FIN 06 FLOORING 868 Q _ - $51' PHYSICAL DEPR. 8 SAW T. -B COPPER 07 FA ADDTN•OF 07 DOORS ¢SIE 7,MONITOR 7 WOOD 069 - 853 OBSOLESCENCE % 8 MANSARD 08 MAS ADDTN•FIN .. 08�ENC•FIN 9 GAMBREL 09 MAS ADDTN•UNF -- I-I---" --- • -- - --!--�-- 7 J' -- 09 ENC•UNFIN 1 FLOORING 10 WOOD DECK 10 CRANE. 870 - 854 NONE FUNC ECO F 6 E 11 PENTHOUSE _ 11 PASS ELE VATOR - 81J STRUCTURE 81♦ "COVERING MATERIAL 17 SHEd 12 FREIGHT ELEVATOR 871 - - 855 NET BLDG.VALUE BSMT - tJ GARAGE �-. ''1J ESCALATOR _. ., - .. 99 MISCELLANEOUS .. 99 MISCELLANEOUS OF 872 ---I 858 NO:SIMILAR SLOGS - X 12Q L UPPER 1 ,� 08 a Y CODES OTHER BUILDINGS 61YARD B7, TOTAL'rl Q/u, • MF60F _ �ly,z4 4� 857 TOT.NET BLDG.VALUE -G12y1_9C .. .._.'........ DEPRECIATI N.. .." ITEM 1 WOOD 1 EARTH ., 6 CARPET .. �; NO TYPE' CONST SIZE AREA, GRADE RATE .. YEAR COND RE►L -VALUE" 2 WD DKG/ �2 CONCRETE 7 TERRAZZO 6 _ PHYS OL 02 CAR CARPORT 16 SHOP PAVING: 82 WD FENCE I . 712 d3 FMO L,O/_/L 717 - - _I. / O 6D ,;a STL JST T W000 8 CERAMIC TILE 8J LIGHTING - 1-1-IIvv_�7� (/ 711 J COhCISTL JST 4 ASPHALT 9 MARBLE 03 PATIO 16 OFP - &CANOPY 2 721 �5 FMO - ^ 72J "7 - A. -- -- 4 CONCRETE 5 VINYL a SHED 17 OMP SS R.R.SIOING - -- --1 N__ _ 1- . (pV 721 05 POOL 18 1-FRAME .. -- 7y/ 778 .INTERIOR FINISH ..,.86 DOCK , 772 !2 F M O_- 'j r'fl-�,h�. 777 - -T • �O �v OB MOBILE HM 19 14 MAS87 TANK •�lIF•! LC _ __ __ B/5 -•..,WALLS - 816 CEILING 07 BATHHOUSE 38 IMP SHED 88 TANK ELEV 4 -742 -- .F M O - - .743 7N 716 OB SHELTER 70 CABIN 89 TANK-UNG �'- -1 T1_-- - '�• _ 85MT a- 09 STABLE 71•RES 6'HSE 90 TANK=PROP 5 752 FMO 757 -` - -- -_-- FIRST 1-L j.3 10 SUMMER KIT 72 COMM G11SE 91 SCALE TAPE LL�L. 'L L 11 CELLAR 7S TENNIS COURT 92 RET WALL B 762 F M O -_- - - • - -- 764 � J7113 -- • �_ — 12 WELL HOUSE 80 BTIC PAVING 97 TOWER -- `1 UNFIN QS W000 PANEL 09 TILE 7 777 f M O _ 13-B.T.PAVING 81 WMIFENCE 94 - -_ .. .774 77602 PAINT „ 06 METAL 10 ACCOUS TILE OO MISC SLOGS782 -I-I� • 704d 10],pDR1,�L L 07 MARBLE 11 SUSP.ACCOUS. - -- - -- - iER 08 918RE BOARD 12 GLASS 600 TRUE VALUE.ALL IMPROVEMENTS AL 00 a Y.. ye G . >'� -'TOT i %CJ Suu44 IF bf rut 1.4 y i y -i �1• all .14 41. 47 -i t_� - ' I I. I I I - y.:-� .!-'i__-1.� _r...!_1 r _ _,.j. U..r J - '2 -_.! ...--t�l _ - .- :•�.. .1�-J _._:._ _. r ! - 1 ._.J. _ .J - I ... _ .; -F- ' �i- �. :- 1. j I-1--t-1 --:- -.-.� _. .� i_ -, -�_..���-__.._}...� L_'� .�3-. mmll �_,_..� !►.1� �+.�-k : I r -- _. - i 4 t - ... I -�-- t'-, - - 1 rT - I " ' T f o _ ! i G -77 -- - , I i t J. - S - : t D ' 1 � l 72 TL. : : I I • i VA ER';<; SUFF. STREET NAMEMAP PARCEL CARD NO. 'TOWNROUTING NC 0102 h ' OFLos L _I_ It 1,` ' 213 DC_EAN ;t HYAN . ..." 000326 035.000'. ,-� y.. �h .20 �"� RECORD'OF OWNERSHIPANO'MAIUNOAOORESS' "- r LOT NO. DEEDBKJCTF DEEDPG.. DATE . PURCHASE PRICE591 . ivNc�91 „ z -/_� 4r/ 90S�l. MA 0260: z ini Joy tn.�n9 it►�P�1c>'Y�,+!•si b. - .. - .. MEMORANDUM " ' ST.CLASS CO. LIVING UNITS FIRE DIST. E ZONING MULTI NC NEIGHBORHOOD - - toe .. .1D3 toa &/ 104 —— �2L"� ios O J DELETE 700.330. LAND DATA&,COMPUTATIONS SALES DATA 0_',NONE ' ACTUAL EFFECTIVE EFFECTIVE ACTUAL UNIT PRICE DEPTH EFFECTIVE INfLUENCEFACIOR LANOVALUE MO YR TYPE AMOUNT SOURCE VALID 0 N FRONTAGE FRONTAGE DEPTH FACTOR NIT PRICE LOT L -• - - --I 1 L REGULAR LOT r- L.. J -- 200 __- - at O GO t O0 _ F Oy � � . . o Z.MINUSLOT •- -. _ _ -_I -- - _-°b 201 - 3APARTMENTSITE` L •_ - 4 WATERFRONT. _ -- -- - 2oz SO.FT. r TYPE• VALID t /y G' D.y3' p .. - q. �- 1 Land ITYCODES 1 PRIMARY SITE - 'S {- -1- - SO.FT. -- ,-- INFLUENCE FACTORS -- , I SECONDARY SITE . r Lad 8 adding• D Valid Iv d Addn'I P•r••I• 3 UNDEVELOPED (S -I-_ I - SO.FT -_ ._•--_ I UNIMPROVED _- .. -9; Building _ _ 2 Not Ownldrk•t - - 4 RESIDUAL " 2EXCESSIVE FRONT - - a j SOURCE :A• Individual,6�tir Corp.. S WATERFRONT S _I _.._—I— SO.FT _•_— CODES . ACREAGE.. - - -- 3 TOPOGRAPHY - -- ` --- b 1 S.Y. - 5 Lipuid•tlen/Fr•do•o• A ---•-_ACRES - r l 2 gym` 6 Finrt"/L.d Con1i•t 1 PRIMARY SITE ——1——— 4 SHAPE OR SIZE —— '- -- 3 A".t 7 Ittdtdid E. Pva Proo• 4 Otnr .• or Otn•r-S••M•tn• 2 SECONDARY SITE A _ __-a--_ACRES S ECONOMIC' - ..3.UNDEVELOPED I'•T,-- MISIMPROVEMENT - -- ° 106 ENTRANCE CODES' INFO CODES, MARSHLAND A. •-_•--._ACRES__ -I .6 RESTRICTIONS- -- - =-- 6 ENTRANCE&SIGNATURE GAINED - S CURRENT UNOCWPIEO 1 OWNER'6 WATERFRONT A. NONCONFORMING -_•- -ACRES _-I--_ _- _- QNTRANCE GAINED 6 EST.FOR MISC.REASONS 7 CORNER/ALLEY(-H °` .. --1--,.— L --°° 6 DESIGNATAO" A__ F' .'2 NOT APPLICABLE,UNIMP PARCEL (SEE MEMO) 2 TENANT FOREST LA NO/ --•-.--ACRES B VIEW It) .. OPEN SPACE A 3 ENTRANCE&INfO REFUSED . ' 7 OCCUPANT NOY AT HOME A ENTRANCE REFUSED,INFO AT DOOR 3 THER I TOTAL- _. -j__ �Z�OACREs SUMMARY OF VALUES SIGNATURE BY OWNER OR AGENT BE IOW INDICATES DATA ON THIS FORM WAS - GROSS TOTAL VALUE LAND I�RREGUTAR LOT G --I---1-.-- 8�,�V.D COLLECTED IN YOUR PRESENCE.IT DOES NOT MEAN T H 3 SITE RESIDUAL ,,� THE INFORMATION HEREON. 3 REs1owL TOTAL VALUE BUILDINGS 4 LLA HOMESITE ^ (,� 9 MINUSR.O.w TOTAL VALUE LAND 6 BLDGS. �D. l )S. `�.oO PROPERTY.fACTORS 405 LOCATION 410 PARKING AVAIL BILITY TOPOGRAPHY UTILFTIES STREET,OR ROAD' CENTRAL flUSDIST 1 TYPE �L QUANTITY PROXIMITY. YEL I ALL PUBLIC' 1 PAVED I PERM CEN BUS DIST 2 0 NONE 0 NONE. 0 FAfl INSPECTION WITNESSED BY: 1 OFF STREET 1 MINIMUM 1.NEAR. PROCESSING DATA IOVE.STREET; 2 PUBLIC WATER 2 SEMI IMPROVED ' 2 BUSINESS CLUSTER '3 2 ON STREET 2 ADEQUATE 2 ADJACENT ' 3 ON&OFF STREET' 3 ABUNDANT 3 ON SITE AOW STREET'' 3 PUBLIC SEWER 3 UNPAVED 3: MAJOR STRIP 4 4 PARKING DECK DEL ADO CHG F/0 MO DAY YR BUILDING PERMIT RECORD 1 2 3 4 xCINC 1 GAS' 1 PROPOSED 4 SECONDARY STRIP 5 -- REP WELL S CURB&GUTTER 5 NEIGH or SPOT 6 DATE NUMBER PRICE PURPOSE 1 2 )tY 6 SEPTIC 6 SIDEWALK 6 COMM/IND PARK 1 7 13 7� ., � �dd.f�o., _ 1 2 3 -- NAMPY 1 NONE 7 ALLEY ) INDUSTRIAL SITE 8 1 2 3 4 - ARSITY 8 NONE 8 1 2 3 4 V HEATING&COOLING ; 1 Soo MAIN BLDG.COMPUTATIONS- - O VACANT. BIB SYSTEM 819 HEATING TYPE RATE 870 COOLING TYPE - F FLR FIN SCH -- I . LR PRINCIPAL BLDG.DESC. GT TYPE, O BSMT 801 -IWR.TZPE OT271- . FIRST .3. ...� .. i .I. 8 V 76 —8 H / �/r .� — .—��•.LO! ..,. .. i.... - ... APARTMENTS _ HOTEL — MOTEL — UPPER 3 .�.. _ '.. _ .. : 877 01. Q NO;UNITS AVG,UNITSIZE 1 NONE 1 NONE 1 NONE' 'I -- 807 - 80t 2 UNIT HTRS 2 FHA 2 PKG UNITS .....:.1 .... .. .. .'.}. .,i... .. O� •..fGO --- ---- j — -- --��•�� 0 49� •-- �CENTRAL HTG 7 GHA ��EVAP� ——— — AGE t CENT HTG 8 AC 4 FLR/WL FUR - 4 REFRIG, T r 'ERECTED 'EXTENDED REMODELED 6 ELEC BS/CLG' 'J6 HEAT PUMP r ——---- -- y' •. . '8 STEAMMOT WTR, - .... . - '. ... .7 HEAT PUMP 829 870 FOUNDATION PHYSICAL CONDITION FUNCTIONAL UTILITY 871 _—_— -- -- ___•__ TYPE MATERIAL 821 1 2 7 4 J 4 - ^' 7 G000 AV POOR UNSOUND 822.]GOO ;POOR ABANDONED S ' - 0 � �•OO BOB z 7 7 a 5 > + lF % as LISTED .REVIEWED .. .. .. .... ... ..... . _ j C.W. P. CONC. CB BRK $TN iR BASEMENT 827 BY Q DATE Y .824 Y. DATE I/ _.:... •. !.` 878 ADJ BASE RATE' QO• 4 80g � 2 .7 a 5 / 6'1 ADDITIONS - - 8J7 INTERIOR FIN t l �Q .SLwB CRAWL t/4 vz' 3/4 l�lyl! ' ,. :_.... , .. --L-•L- 810 EXLERIOR WALLS .C.L ANO PT.— _ NO" TYPE SIZE X RATE - AMOUNT ..-.... ...,- i. ..., _. i. _ - 838 _LIOHiWO'' — — i 1 t b _ . ... - I 01 WOOD FRAME 09 REINFORCED CONC. US 1 D 9 -3a• O Z�+ .. ..,. �.., .A —_- 02 BR/CB 10.METAL .. JIJs ..- ........-_. .... _ _. ...E._ 8t0 849 H - • .. i ------ --• B69 2 0� i b a7. 70 _ Y 03 BRIfR tt ENAMELED STEEL - - � -• • - ---- 7- 04 — ' „� ;i 7 TOTATL�MF i OF�N 1 - ,... .......... 860 3 BRIMS 17 GLASS .. ...:... ._..: '- r •.. 1, -05 W!CB 17 STONE —— • "i t•' t- _ ... .. .. _.. SUB TOTAL RATE. J Q 1 '06 17'.CB -t0 STUCCO/FRAME 881 1 � � �� i '. , ( , � _07 TILE.... . 15 STUCCO/MS 882 •. ".. :..;. '- 1---�.- .. - 845 %BASE AREA QgO 08'PRECAST CONC. 16 OPEN __ • - i ; FRAMING 867 8' •" " ... i i _ } 1• i -, i. 848 SUB TOTAL .' .. - 1 811, 1' 7 4'•. TOTAL ADDITIONS .. 888 —I—��I��Q. 1d EFORM •_ ..LEFT 2 7 .. 4. 847 AODITI"SS I.),:.'. WD FR S. R.CONC.STL/REIN C N RET..:, REF � EST 812 ROOF ADDITION.TYPE CODES MF&OF TYPE CODES • MECHANICAL FEATURES&OTHER FEATURES Z TYPE - STRUC. COVER MAT. 01 CANOPY 01 PLBG FIXTURE "-IMPA- OOF - 848 SUB TOT 849- GRADE:: 1:x:L 0?DOCK '02 STORE FRONT TYPE IMPR. QUANTITY/SIZE -RATE REPL COST -I FLAT 1. WO FFI � i �BU COMP �� � — ©S.P. �`15TL/8 JOIST `���,COMIS SH, 07 CPY/DOCK OS SPRINKLER. "- - t 7 D.P. - 7 STEEL TRUSS T SLATE - 04 OFP' 04 MEZZANINE 867 Q/ O� J �7�'.• /�� -`- 10.� BSO. REPLACEMENT COST. 4 HIP 4 WD TRUSS 4 METAL. 05 OMP ..06 PARTITIONS. -. ., _ L 5 ARCH 5 CONC. 5 TILE p6•FR AODT.N•FIN 06 FLOORING 868 - e51 .PHYSICAL OEIp. 6 SAW T. 6 COPPER 07 FR ADDTN•UF I07000R5 -- —.1�t—�— --- •-- �I_�_�. ' 7 MONITOR - 7 W000 08.ENC•FIN 869 867 OBSOLESCENCE B MANSARD - 08 MAS AODTN•FIN 9 GAMPREL -09 MAS ADOTN•UNF 09 EI4C•VNFIN 870 • - .. 10 WOOD DECK _ _�_1_r_�— • —� _—._I�___ „FLOORING ;' , 10 CRANE� - —— 854 NONE FUNC ECO F•E 11 PENTHOUSE - 11 PASSELEV4 _ '-• 817 STRUCTURE 8/4 COVERI'NG MATERIAL 12 SHED 12 FREIGHT ELEVATOR 871 - 85S NET BLDG:VALUE. 17 GARAGE , _ 13 ESCALATOR- -- -- --t�I_�— _—� •—� --�I��_ BSMT - — .� 99 MISCELLANEOUS 99 MISCELLANEOUS OF 872 .., ___ FIRST '1 6 _ - -- _�_�__ ___ • __ ___I___ 868NO.SWIU►R BLDOS:.. UPPER OB a Y.CODES OTHER BUILDINGS&YARD 877 T T L ' T' 867 TOT.NET SLDO.VALUE I;: ITEM DEPRECIATION .wOOD 1 EARTH 6 CARPET - Np TYPE CONST SIZE AREA GRADE RATI YEAR COND qEK - VALUE ] WO DKG/ 2 CONCRETE 7 TERRAZZO 01 GARAGE 11.CONC PAVING 82 WD FENCE OBSOL STLJST 7 WOOD 8 CERAMIC TILE 1 712 FMO 7q - - 711 - ' 02 CARPORT 15 SHOP 87 LIGHTING — —— —_1_1_-- • — — 7 CONC/STL JST. 4 ASPHALT 9 MARBLE 07 PATIO 16 OFP - _ �— g 84 CANOPY:` 2- 722 f M O _ 718 727 .. 4 CONCRETE 5 VINYL 04 SHED 17 OMP 85 R.R.SIDING — -- --I—I;�-- —_ � `�'_ 7�t 7" 05 POOL 18 1/FRAME INTERIOR FINISH. BB DOCK 7 772 .F M O- 773 - _ .774 778 O6'MOBILL HM 18 11 MAS 87 TANK -- I-1--- — --.- • -- S1¢ WALLS ' 816 .-.CEILING 07 BATHHOUSE '78 IMPSHED 88 TANK ELEV -.4' 742 'f MO 71J _ -- — - --_- 08 SHELTER 70 CABIN 80 TANK•UNG -- --t—t--- —� Q Z BSMT _ � ... — — -- — FIRST Qa„ QZ 08 STABLE 71'RES QYI$fi80 TANK•PROP 8 752 fMp )� _ 7M _ 718 _ 10 SUMMER KIT 72 COMM O'HSE 91 SCALE' ——t_I —— UPPE �'� Z 11 CELLAR 76 TENNIS COURT 92 RET WALL 9- 762 F-M O 787 • — -- __ 7S8 / -- --I-1--- • 766 12 WELL HOUSE .90 ST/C PAVING 92 TOWER — — — ;%'UNFIN 05 WOOD PANEL. 09 TILE 7.�. 772 .f MO 777- 17.B.T.PAVING 81 W/W FENCE ' 96' " 771 7- - " ' 778 4 02•HINT. O6 METAL 10 ACCOVS.TILE 00 MISC SLOGS 8 782 f M0 I—I— 787 — — • 784 _. �..".y.O.I ORvL 07 MARBLE It SUSP,ACCOU _ -- -- -- -- -- -- — — ¢ 800 TRUE VALUE ALL IMPROVEMENTS TOTAL OSar. 791 EA OB RE BOARD 12 GLASS ,SJ �:jl��o__ -1 600 0 V HEATING&COOLINGMAIN BLDG.COMPUTATIONS c OTHER VACANT - LR 818 SYSTEM 819 HEATING TYPE 820 COOLING TYPE .( I, FLR R -.,.. F FIN SCH PRINCIPAL BLDG.DESC. MGT TYPE NO ATE 8SMT - - B01 IMP R.TYPE FIRST — — — .... .; .. 6 —— ... -. 82 I r APARTMENTS — HOTEL — MOTEL — UPPER _ _ —— —— 1.—J • :._ ..._ r..:. .. 827 � — C �•�D NO.UNITS AVG.UNIT SIZE 1 NONE 1 NONE 1 NONE — —— —— B03 BW 2 UNIT HTRS 2 FHA 2 PKG UNITS 878 3 CENTRAL HTG 3 GHA 3 EVAP - '-` —— -- — 2-. AGE 4 CENT HTG&AC 4 FLR/WL FUR 4 REFRIG '-- "` '--' :"'... - 829 —— — 5 ELEC BB/CLG 5 HEAT PUMP --- --- - - - ERECTED EXTENDED REMODELED —— —— —— —— ——— —— BSTEAM/HOTWTR ._. _...:,,.. .,...: -. 7 HEAT PUMP 830 8051--- WS 1--- 807 19-- ---- -- -- --- -- FOUNDATION PHYSICAL CONDITION FUNCTIONAL UTILITY —— — —— — — 831 - - -- TYPE MATERIAL g21 1 2 3 4 1 2 3 4 - 1 _.. 834 -- -- SUBTOTAL � a.l-\S� - GOOD AVG POOR UNSOUND 822 GOOD AVG POOR ABANDONED - —— — g08 1 2 1 2 3 4 5 LF 3 FT LISTED REVIEWED -- - - " C.W. P. CONC. CB BRK $TN FA �Z 9 5 X % BASEMENT 823 BY DATE 821 BY DATE 836 ADJ BASE RATE 1 7 3 4 5 6 ADDITIONS -•--•--[� --+•—y--- —+— _._. 837 INTERIOR FIN 809 SLAB CRAWL 114 1/2 314 FULL ry--^^__ --- -- NO TYPE SIZE X RATE AMOUNT I -..:. i. ...:.. 838 LIGHTING 810 EXTERIOR WALLS,--AND PT.- - I r --- 1 _ " 839 HEATING /AIR CONO • 01 WOODFRAME 09 REINFORCED CONC. 858 1 i - -� ,... �,,` L�-- •`u 02 BR/CB 10 METAL 859 2 ...L. 0 f�LLG-•S�S.I--- L�J—�A1 •�LQ 03 BR/FR 11 ENAMELED STEEL ; 04 BRIMS 12 GLASS : 1-- 843 TOTAL MF&OF r J 05 8"CB IJ STONE • - - 06 12•'CB 14 STUCCO/FRAME 861 4 e44 SUB TOTAL RATE — 07 TILE 15 STUCCO/MS — }._ ....., r ,.. _ 845 X BASE AREA 882 5 ;: ;. 1.! ....1. ., ... ; . 08 PRECAST CONC. 16 OPEN - --- i = �IY�846 SUB TOTAL FRAMING 883 8 1�1 L11 811 1 3 4 TOTAL ADDITIONS 886 ..1&E FORM 1 2 3 4 847 ADDITIONS 1.) WD FR FIRE RES. R.CONC.STL/REIN,CONC —1—.--1--- LEFT RET REF EST —I---1--- 812 ROOF ADDITION TYPE CODES MF&Of TYPE CODES MECHANICAL FEATURES&OTHER FEATURES 848 SUB TOTAL —39 L46L TYPE STRUC. COVER MAT. W CANOPY 01 PLBG FIXTURE IMPR NOOF 849 GRADE / r —— X _�t % 02 DOCK 02 STORE FRONT TYPE IMPR QUANTITY/512E RATE REPL COST N.0 L lt.. 1 FLAT 1 WD FR I BU COMP � ^ ^ 2 S.P. 2 STL/B JOIST 2 COMP SH, 03 CPY/DOCK 03 SPRINKLER 867 - 850 REPLACEMENT COST 3 0.P. 3 STEEL TRUSS 3 SLATE 04 OFP 04 MEZZANINE / -- -- _1�1___ --- • -- —I��— --.—..— — 4 HIP 4 TRUSS 4 METAL 05 PARTITIONS 868 851 PHYSICAL OEPR. 5 ARCH 5 CONC. 5 TILE 06 FR FR ADDTN•FIN 06 06 FLOORING 8 SAW T. 6 COPPER 07 FR ADDTN•VF 07 DOORS 8S3 OBSOLESCENCE 7 MONITOR 7 W000 ggg • — ——8 MANSARD 08 MAS ADDTN•FIN OS ENC•FIN %__ __ _ 9 GAMBREL 09 MAS ADDTN•UNF 09 ENC-VNFIN 1 2 3 FLOORING 10 WOOD DECK 10 CRANE 870 854 NONE FUNC ECO-F&E 11 PENTHOUSE 11 PASS ELEVATOR — 813 STRUCTURE 811 COVERING MATERIAL 12 SHED 12 FREIGHT ELEVATOR 871 855 NET BLDG.VALUE 1 GARAGE 13 ESCALATOR BSMT — — 99 856 NO.SIMILAR BLDGS. X MISCELLANEOUS 99 MISCELLANEOUS OF 872 FIRST — - —1—— . — 08&Y CODES OTHER BUILDINGS&YARD 873 TOTAL _ 857 TOT.NET BLDG.VALUE UPPER — — MF&OF —1- -- ITEM 1 W000 1 EARTH 6 CARPET NO TYPE CONST SIZE AREA GRADE RATE YEAR COND RFyL DEPRECIATION VALUE PHYSIOBSOL 2 WD OKG/ 2 CONCRETE 7 TERRAZZO 01 GARAGE 14 CONC PAVING 82 WO FENCE 1 712 FMO 713 714 716 STLJST 3 WOOD 8 CERAMIC TILE 02 CARPORT 15 SHOP 93 LIGHTING — 3 CONC/STLJSTJ 4 ASPHALT 9 MARBLE 03 PATIO 16 OFP 84 CANOPY 2 722 FMO ,723 724 726 4 CONCRETE 5 VINYL 04 SHED 17 OMP 85 R.R.SIDING 1-1--- _ INTERIOR FINISH 05 POOL 18 11FRAME 86 DOCK 3 732 FMO —1-1-- 733 734 736 06 MOBILE HM 19 11MAS 87 TANK -- — — — -- — -- -- 815 WALLS 818 CEILING 07 BATHHOUSE 38 IMP SHED 88 TANK ELEV 4 742 FMO 743 744 746 _1—I-- Og SHELTER 70 CABIN 89 TANK•UNG — — — -- -- -- — -- -- BSMT -- — — 09 STABLE 71 RES G'HSE 90 TANK-PROP 8 752 FMO 753 7S4 756 1—I--- • _ FIRST -- — — 10 SUMMER KIT 72 COMM G'I4SE 91 SCALE — — ---- uPPEF 11 CELLAR 75 TENNIS COURT 92 RET WALL g 762 FMO --1—I--- 763 -- • -- — 764 768 12 WELL HOUSE 80 BT/C PAVING 93 TOWER 774 778 — 91UMFIN OSWOODPANEL 09TILE 1 772 FMO 773 13 B.T.PAVING 81 W/W FENCE 95 — -- _—I-1--- — —_ • __ __ _ __ __ OY PAINT 06 METAL 10 ACCOUS.TILE 00 MISC BLDGS B 762 fM0 1-1 787 — • 781 788 ' DRYWALL 07 MARBLE 11 SUSP.ACCOUS. — —— —— —-- — — —— — — ———— • 04 PL/ISTPh 08 FIBRE BOARD 12 GLASS g00 TRUE VALUE ALL IMPROVEMENTS _I� _��—,�(�% 1) 791 TOTAL OB&Y PRt1P{' NUMBER SUFF. STREET NAME MAP PARCEL CARO NO. TOWN CLASS ROUTING 5 L��,'; 110i 010 v y 109 101 113 -- —I---I--- --- -- • ------ — �OF RECORD OF OWNERSHIP AND MAILING ADDRESS LOT NO. DEED BKJCTF DEED PG. DATE PURCHASE PRICE 2 a MEMORANDUM .. rj','izR• ACRES IST.CLASS CO.1 VING UNITS I FIRE DIST. ZONING MULTI NC NEIGHBORH000- hf?z ' 102 103 106 104 �„$ --- -- !� _ }f I_ I DELETE J00J30 LAND DATA&COMPUTATIONS SALES DATA I 0. NONE ACTUAL EFFECTIVE EFFECTIVE ACTUAL UNIT PRICE DEPTH EFFECTIVE INFLUENCE FACTOR LAND VALUE N FRONTAGE FRONTAGE DEPTH FACTOR UNIT PRICE MO YR TYPE AMOUNT SOURCE _VALID LOT. L —- -• - - - - - - - --I-- - -- � ) _ , zoo t REGULAR LOT L - -t---t--- .2 MINUS LOT _ _ —•— ._ — ._ —.— _ ——I——— _ .__ 1——% 201 F 4. 3 APARTMENT SITE L — ——•— ——— ——— — — — [ —— — — — — —t_— — '. —I- - — J--°-• 4 WATERFRONT r , 202 1 L ---•` --- --- --I- -- — J--' TYPE CODES VALIDITY CODES <w` l SD.FT:. — ( SW* PRIMARY SITE S —�—— —i — —— I Lend SO.FT. ———•—— INFLUENCE FACTORS — —— 2 L.nd a Building o Vaplid nwMid Addn•1 P.rph 2 SECONDARY SITE - r 1 7 UNDEVELOPED S __I———I—— — SO.FT. .— ..._.—•_—— I UNIMPROVED __ °. 2 Building - 2 Not Open M.rt•t .L 4 RESIDUAL I SOURCE CODES 3 Ch nged After Sak 2. 5 WATERFRONT So.FT. 2 EXCESSIVE FRONT '. ° I 4 Related Individuals rw Corp S .. vy _ _i — —I— —— — — ———•—— —— � _—— 'o t BuY•r 5 lipuid•tion/For•t;lown S ACREAGE 3TOPOGRAPHY 2 Sal« A —.—— — r l 6 Fin•nclnp/L•rd Contract I PRIMARY SITE -- — — —ACREScREs ——I——— 4 SHAPE OR SIZE — i .: —i! 3 Agent 7 Included Exonsiv Pem Proo... 4 Omer W Oth.—S••Mttmo 2 SECONDARY SITE A •————ACRES_ 5 ECONOMIC — " ——i_—— —o 3 UNDEVELOPED - -— MISIMPROVEMENT — r — 106 ENTRANCE CODES . INFO.CODE 4 MARSHLAND A __—•———ACRES —i——— 6 RESTRICTIONS— —— _—— ' 5 WATERFRONT A —ACRES NONCONFORMING — r 1 0 ENTRANCE 8 SIGNATURE GAINED 5 CURRENT UNOCCUPIED 1 OWNER _—•_ — — ——�——— L t ENTRANCE GAINED 6 EST.FOR MISC.REASONS 7CORNER/ALLEYI+) — ——°` *t' 8 DESIGNATED A _— — r 1 2 NOT APPLICABLE,UNIMP PARCEL (SEE MEMO) 2 TENANI FOREST LAND/ ——•———ACRES —— ——— S VIEW 1+1 —— J——o° 1 OPEN SPACE A r 3 ENTRANCE&INFO REFUSED 7 OCCUPANT NOT AT HOME 'f? ———•— ——ACRES — —I——— __ __ 4 ENTRANCE REFUSED,INFO AT DOOR 3 OTHER S 0 TOTAL A _-1———•———ACRES SUMMARY OF VALUES GROSS SIGNATURE BY OWNER OR AGENT BELOW INDICATES DATA ON THIS FORM WAS`'--%' I IRREGULAR LOT G — — ——I———I——— TOTAL VALUE LAND COLLECTED IN YOUR PRESENCE,IT DOES NOT MEAN THAT YOU HAVE VERIFIED:s,e_.;, 0 2 SITE VALUE THE INFORMATION HEREON. � ''� 3 RESIDUAL TOTAL VALUE BUILDINGS MOMESITE =- 9 MINUS R.O.W. TOTAL VALUE LAND&BLDGS. t ;PROPERTY FACTORS 405 LOCATION ato PARKING AVAILABILITY TOPOGRAPHY UTILITIES STREET OR ROAD CENTRAL BUS DIST 1 TYPE— QUANTITY— PROXIMITY — ,EVEI I JAUL PUBLIC I PAVED 1 PERM CEN BUS DIST 2 0 NONE 0 NONE 0 FAR INSPECTION WITNESSED BY: 4 - 1 OFF STREET 1 MINIMUM 1 NEAR PROCESSING ROVE STREET 2 PUBLIC WATER 2 SEMI IMPROVED 2 BUSINESS CLUSTER 3 2 ON STREET 2 ADEQUATE 2 ADJACENT OCESS G DATA 3'ON&OFF STREET 3 ABUNDANT 3 ON SITE DEL ADO CHG F/0 MO DAY YR '. IELOW STREET. 3 PUBLIC SEWER 3 UNPAVED 3 MAJOR STRIP 4 4 PARKING DECK tOIIING' d GAS d PROPOSED d SECONDARY STRIP I 2 3 4 5 BUILDING PERMIT RECORD 1 2 7 4 STEEP S WELL 5 CURB&CUTTER S NEIGH or SPOT 6 DATE NUMBER PRICE . PURPOSE 1 2 3 4 i0W 6 SE°TIC 6 SIDEWALK 6 COMM/IN 0 PARK 7 1 2 3 4 SWAMPY 7 NONE 7 ALLEY 7 INDUSTRIALSITE 8 t 2 3 .4 MARSHY 8 NONE 8 1 2 3 4 R326 035 . P E R M I T [PMT] ACTION [R] CARD [000] KEY 240019 ";ei3Co&"--S� 000000001 PERMIT-NO MO YR TYPE. VALUE CK-BY MO YR %CMP NEW/DEMO COMMENT e [B29346] [05] [86] [AH] - 4000001 [ ] [00] [00] [000] [NEW ] [HY ALTER ] [B25971] [Ol]v 84] [AH] A ] [ ] [06] [85] [000] [NEW ] [HY ADD'N ] [B19762] [11v77] [AH] A ] [ ] [01] [79] [000] [NEW ] [HY REMODEL] [B19080] [04]�[77] . [AH] A ] [ ] [01] [79] [000] [NEW ] [HY REMODEL] [B35446] [10]/[92] .,[AH] A 40001 [ ] [00] [00] [000] [NEW ] [HY RAMP ] 40 [B36580] [03] [94] [AH] A 50001 [GB] [01] [95] [100] [NEW ] [HY DECK ] 0 [B36961] [08] [94] [AH] A 62001 [GB] [01] [95] [100] [NEW ] [HY RAMP ] [B37454] [02] [95] [AH] A 1000001 [GB] [01] [96] [000] [NEW ] [HY REPAIR ] [10126 ] [09] [95] [AH] A ] [GB] [01] [96] [100] [NEW ] [HY TEMP ] i ,J . - ARCI9TFDT swu&sw" 25 AWN STREET,W KEn"' W 01660 (617)2"-7560 FAX 2"-7572 1. • INDEX OF DRAWINGS E7ns A-0 COVER SHEET O^ ^^ O �0 A-1 FIRST FLOOR PLAN ilON V 1r+�S�l� A-2 SECOND FLOOR DEMOLITION A-3 SECO FLOOR PIPN A-4 SECOND FLOOR PAN A-5 PARTIAL SOUTH ELEVATION A-6 TYPICAL SECTIONS ❑ ❑ LA 65) MDrn-�Sor • I phase HE: NE Deck Renoyatwns • DATE 00 MR 96 OMW9/0 SCALE NONE M"91' P.15 PRIM N0. 9516 ------------- ARCHft0f Scott&Scott 25 A`ON 50iEEf.wAN61ElD.W 01980 (617)216-75fb FAX 2"-7572 P01O.F SWI 9Fp.L 9f1 T1G N�//L Y/EIWS RflP[ 9911pi tlt ON�6FD SIRUCIUVL 1E100b ' 7 m KEY PLAN p �visE:D s/3/9G 9cNo1[ruro90 stuns aN Py+-ETBD 1JOV^ ON.S D FILAR-- us7 wm mural sm¢ . ¢t' TONS PPWFCf 9dOK OEIXNfi NID Nl M1Y11LT. R110+L A071[11 OY 9 .Dw. Hyannis Harborview Resort Hotel PEE Deck Renovations ro ww NEII swx c9xnvaunw . 9Dq.0[1mir9 P65i� , ]ru ------- ------ - - j First Floor Demolition W1E 50 WA 96 OR1wW0 ONMw W PS .. - PwO.IE[l N0. 9516 ARCHTIECT c� ee AFL V�Q 25 AWN S1REFi,WAKEF7EI0,NA 01 NO RENb.E SUM (617)2A6-7580 PA%246-7572 HLor4 NLE C 0.�81A:5 RETAN AER OM NORM IDIE e �________ D ----_ D ---________D_________________ Q ----_______--- ----___--_______o NORM KEY PLAN o=,a D �D sI -,�/a6 ' 7E DE� A770N PROJECT Hyannis Harborview Resort Hotel NE Deck Renovations fi 5f 9R6 M m1c Second Floor Demolitlon -------------------------------------------------------------------- ---------------- - DATE 30"96 DRAwwc RO-E RARMLS SCALE 1/4- V-O• 1 DRANK BY PJ6 PROJECT NO. 9516 i i I6sun m aPLAa[ aria 96nuc WO �•srwm � q�NG snn Iwxa MICHBECT Scott&Scott 25 AWN STREET.WAKEFIELD.NA 01880 (617)246-7580 FAX 26-7572 NON 4 I NORM iLOpl(.NStOP �. . - KEY PLAN B B p R�V�sEv 5/3/H6 y�LC�I=D EcaND fy,OO1C . /�tuNOVATIONS PROJECI ;a,c.PRM. iTARsResort Hotel Hyannis Havborview NE Deck Renovations A G mtE L------- A-------- A.�01 First Floor Plan A DATE 50 NMI 96 DPAWOG SCALE 1/4'.1-:w DRAWN BY PJS PROTECT N0. 9516 f' - ARp01EC1 Scot 25 AVON SHEET•MAq IU.W 0'. (617)2K 75 FAX 2K-7572 I i i i 00 RAXrIG LL�f1O1,IREIIE � NORIN .• ro 0.0.•'i'�9" IA��CONY KEY PLAN Qa REVISED 5/y96 DE:bTED SECOND P1O0'E- B (lENOVA710NS. PROJECT OEOOA:Ohli RUB g1ElWlE .RNIMS. 04 RU515. B no R mms a UST pi R01AOE OR YOIAT USd B]1RU Ai Hyannis (�,H�p �®w 5[WIm ItoOR oEXx uX[E ro PdNOE Resort Hotel Rvu1c ro as mxarrt NOPR JAouN9 EM,RE . A PRWIE eucan �., NE Deck RAnOVdQ10fIS TnU `-------------------------- --------------- -- --------- - A Second Floor Plan WTE 30 VM 96 OWY9iC pRMN BY PJS PR01ECf N0. 9516 ` ARONECf Scott&Scott 25 AWN 51RFE7,WANEFlEID,W 01960 (617)246-7500 FAX 2A6-7572 OMIT rl NoVhrIONS TO SEL400 FI-OOR.-OmIT STAIR. i:IiDM 2"= FL. NOUN 1 M'riLV. OfTA45 W Of1AUE FAST 1RTK NNDR�I fAGbE W.Y➢IID MOT 9gAN KEY PLAN b 11 Rsfla o 7%' „ 1RF/DS At 10� DEraL AT wwDRA L m eEvlsw s/3/�G. DELETED SECOND FLooR. RENOVATONS, PROJECT Hyannis Harborview Resort Hotel NE Deck Renovations 14/ \AJ I I I I I I NU I I I I I I I I I I I I I I I I PartW South Elevadon I I I I I I f I I I I I I I I I I 1 I I ( I I aTE 70 WR 96 DPAWTN0 �J L� �J L� I—J �� rJ t_� saga 3/4 _V-0; I I I I I I 1 1 ?AWN BY Pd9 A-5 PROJECT N0. 9516 9 ' � 1 1 AROIMCT Soon&mot 25 AVON SaW.WAKEFIEID.W 01660 (617)246-7560 FAX 246-7572 J m m z 0 NOR01 a) KEY PUN n A R'VIS�Dpp s�c�a P cnF PROECT �7 Hyannis Harborview a �a Resort Hoppe' NE Deck Renovabons N a TFxu rs TOLE Typical Sections DATE 30 4w 96 ORAWOiO . SCALE ////pp���� ORAPM BY PJS A-6 - PROJECT N0. 9516 PHILBROOK ENGINEERING FIELD REPORTMORKSHEET Project No: P5S'0`1 . II DEW&fM 0e Sheet No: of C N . 1308.3858682 MEMO FOR RECORD: 16 July 1999 • Subject: Framing &Finish Work Inspections -9 & 16 JUL 1999 Structure, Fire & Egress Location: Hyannis HarborView Resort Hotel Project No: P96-04 Barnstable, MA DESIGN/CONSTRUCTION REVIEW CRITERIA: 1. Based upon repairs to date the following rooms are safe to occupy for structure, egress and life/safety. This work includes repairs to their exterior decks that overlook the interior courtyard of the rear «< building but excludes the courtyard entryway deck&stairs. Work will coo not start on these until the egress"from the inside pool is configured. In review, based upon the General &Specific work notes the fol- ... lowing room occupancies are requested (see map): m�m Rooms 309, 311, 315, 317, 319, 409, 411,"415,'417 &419 « f `p Z 2. General Condition Note: As noted in the 9 JUL 99 report the entryway pe' deck adjacent to Rm 321 is being completely rebuilt to include proper z handrails and a code complying stairway..-The`damage resulted in some building settlement at the entry which will require shoring-and jacking prior to re-construction. After jacking new band joists and companion floor joists will be installed. 3. Specific Work Notes (by affected area): • 309 &409 Rebuild both Handrails, open spaces exceed 4" Add 3/8"x 4-1/2" lag bolt thru upper box into 4"x 4" post 311-319 Rebuild upper&lower Handrails, open spaces exceed 4" 411-419 Add 1/2"x 5" lag bolts in ledger to maintain 24" o/c space Add 3/8"x 4-1/2" lag bolt thru upper box into 4"x 4" post Add a Simpson LUS26-3 hanger to outside end of the the lower center floor beam (against outside box) Add a pair of Simpson A35 anchors to the inside end of the lower center floor beam (against house ledger) Note Egress from Rooms 309-3190 and 409-419 is not affected as two separate and remote exitways remain; namely two sets of stairs to-grade in the rear from the hallway. STILL TO BE DONE Step Replace outside steps/landing. Set new 2"x 12"stringers & @ 24" o/c. Max. rise = 7", Min run (tread) = 11". A Interior minimum 44" square landing is needed outside this door Deck The unit deck is reverse framed ��N OF Ma Rebuild both Handrails, open spaces exceed 4" ��,P r� Finish nailing-off outside end upper box members �o� T. NUt T VAR r_c Add 3/8"x 4-112" lag bolt thru upper box into 4"x 4" post o pHr�.eRo� �iECHq.NICA No. 30690 • T. VARNUM PHILBROOK, P.E. Armor 'AFC/STEQ� Philbrook Engineering FSS�O1ST EN�� 1 Inclosure: Site Map W Unit Numbers P82-FRW-7 I r u'# s,'' I i. t �, � I j i - - _ �. � I i� i .. ' II .� t� { 1 + �. M _ 1,o R I P _ t � M n � � j `� � e � _ �� � A • • • tkXA MP151AI N 'T 1A O ti O N m N N N CO') cq M Mp MMFtCA cl co O r r r r r 124 105 125 104 N"' 126 103 127 102 P 128 Ppp� 101 p T129 130 144 143 131 ,132 141 133 140 Harbor iew - RESORT HOTEL m oar.s.r� S w►o�o► •r us m to. co o a .r S�IIES .r v � v v a a v v v .a.• .o. ,'ov v ;U7 v w .Nip -w v c� cv�yy 207 Or N N N `„ `� N N N N N 225 206 i 226 205 -5mz,55 227 204 220 203 54rQ5 229 230 231 232 PHILBROOK P 95_ov ENGINEERING FIELD REPORTIWORKSHEET Project No: 107 BEACH STREET DENNS.MA 02M Sheet No:�_of 1 MEMO FOR RECORD: 9 July 1999 Subject: Framing & Finish Work Inspections - 1, 2&9 JUL 1999 Structure, Fire& Egress Location: Hyannis HarborView Resort Hotel �1 Project No: P95-04 Barnstable, MA a/3 0 Q . DESIGN/CONSTRUCTION REVIEW CRITERIA: -1. Based upon repairs to date the following rooms are safe to occupy for structure, egress and life/safety. This work includes repairs to the exterior decks at the front right& left corners of the rear ww building but excludes an entryway deck&stairs. Work has not aaa been completed on this item. V1NV1 In review, based upon the General &Specific work notes the fol- lowing room occupancies are requested (see map): Noo 00 Rooms 301, 303, 323, 325, 401, 403, 421, 423 &425 2. General Condition Note: The entryway deck adjacent to Room 321 �9Qo is being completely rebuilt. Handrails need to be raised to 42' and p Z the steps must meet minimum code width (run) - 11" and not ex- ceed maximum code height(rise) -7". In particular at the entryway deck constant water draining from the sprinkler system has severely rotted the buildings sill, box and floor joists. Deterioration allowed settlement of a large area • at the entryway enclosure& roof deck. This section was opened and is being re-built to include the deck and box at Room 321. The top block is uncapped so sill seal and a full width 2"x 8" PT SYP will be placed to close off the cells. After jacking new band joists and companion floor joists will be installed. 3. Specific Work Notes (by affected area): 301-303 Handrails repaired as required, Spacings are being re- 323-325 duced to 4"where new rails are built. The older rails comply w/the 5th ed. Building Code under which 401-403 they were built 421-425 1/2" Lag bolts in the ledger to maintain 24" o/c space 3/8" Lag bolt thru the upper boxes into the 4"x 4" post Lower handrails blocked under the ballistrades Simpson LUS26-3 hangers placed on the outside.end of the lower center floor beams Note Egress from Rooms 323-325 and 421-425 is not affected as two separate and remote exitways remain; namely two sets of stairs to-grade in the rear from the hallway. T. VARNUM PHILBROOK, P. �� Ct �� Philbrook Engineering s- T. ARN:JV s 1 Inclosure: Site Map w/ Unit Numbers M Ito.c069 aL GO . 3069fi �SGISTCR�� � NAL P82-FRW-7 1 7 . Y } �3 d . . �r t �l , r �l�GrN p/�F4i>:S SfA.es/� 1zc:�SrRrf�' O O O to t. O N �T tp to O (V "r . t7 CID m m M l7 C7 C7 t7 t7 tN7 lN'� ICC �> ODOR POOL to o, cu co y, o WMIRLPM A i i i � N ;;, pocg- YEN ,d uco 124 105 125 104 �'"' 126 103 O 127 102 P 120 aip� 101 p T 1 9 14�t 30 143 131 '132 141 133 14 AMP �'Jt App Harbor iew _�. .� RESORT HOTEL to 1 •. to m I, co o N .r w co o N sr $ jLS tr v Apo• •$• v v a w e v IV v 1J., J mtwvm; •� �.W' 4t t7 �cV p. aD N N N' N 207 t$ O N N N N N N N N N 225 206 226 205 9ffhlZS .S�Ai+ 7 227 2O4 220 203 5t14�25 229 230 231 232 FRF-I I, PHILBROOK ENGINEERING FIELD REPORTMORKSHEET Project No: P9-5-D`1 �; 107 BEACH STREET D.�, MA 02M Sheet No: 4 of Z MEMO FOR RECORD: 11 July 1999 • Subject: Framing, Fire& Egress Inspection -22 JUN &9 JUL 1999 for Phase Ic - Rooms 200, 201 &202 (over Main Office) -Location: Hyannis HarborView Resort Hotel Project No: P95-04 Barnstable, MA DESIGN/CONSTRUCTION REVIEW CRITERIA: 1. The following items address basic structural, life/safety and egress work requirements for these 3 rooms and their common areas (see attached map). This work concentrates on frame inspection, repair wwW and upgrades. Currently the space is mostly stripped to frame and is goo in need of rough-in plumbing and electric to meet code and customer requirements. A final frame inspection by the engineer and the Town www of Barnstable will be required.. Inspections will also be needed for ... rough plumbing, electric and insulation. Fire alarm system personnel �o� also have some rough-in work to accomplish. IVPo WmaD i 2. General Conditions Notes: The frame has a lot of wood in it. Over the years a number of modifications have occurred. Headers are cut into but then additional studs were installed to support the notched Z ends. The problem is that there may be many small gaps due to the multiple wood plys. Therefore the following work needs to be done in all 3 rooms: •Snug-up joints and frame gaps w/cedar shingle shims •Check for missing framing anchor nails, install as required • Fire-foam all vertical pipe and wire openings. Fire-foam horizontal • openings adjacent to electrical boxes and vertical drops 3. Specific Work Notes (by room): . 'Room 200 • Big Multi-ply Roof Beam (3/4" CDX&2"x 10"s). Tighten plys and install 1/2"x 12" carriage bolts stagger spaced 24" o/c top&bottom •Center Column (1/2" CDX &2"x 12"s). Tighten plys and install#12 3" screws in pairs spaced 12" o/c. Check bottom solid blocking • Install Smoke Detector &Vent Bathroom to Outside 'Room 201 •Install Smoke Detector&Vent Bathroom to Outside 'Room 202 ' •The 3/2"x 10" Roof Beam is no good. Support the roof on the right side w/ a cripple wall and cut back the rafters 3-1/2" (this will not be to hard as there are no hangers present). Slide up either a 3-1/2"x 9-1/2" ParalLam or 2 ea 1-3/4"x 9-1/2" L.V.L. members. Thru-bolt the existing 2"x 10's to the Parall-am w/ 1/2" carriage bolts staggered 16" o/c top& bottom. Attach the cut-back rafters w/ Simpson LUS23 hangers and provide either 4"x 4"wood posts or 3/2"x 4" built-up stud columns e Install Smoke Detector&Vent Bathroom to Outside • P82-FRW-7 9 t� J � i r A •. 'a . t r •+ x 1 ZA PHILBROOK P95-0ENGINEERING FIELD REPORTIWORKSHEET Project No: o° � Sheet No: Z of Z MEMO FOR RECORD: 11 July 1999 • Subject: Framing, Fire& Egress Inspection -22 JUN &9 JUL 1999 for Phase Ic - Rooms 200, 201 &202 (over Main Office) 3. Specific Work Notes (by room conrd): Common Exitwav •Install Emergency Light Pack and Exit Signs • Eliminate Door at Main Deck, Recommend opening a light well thru to the inner hallway for fresh air and security • Egress Note - Rooms 200 &201 are on a dead end. This is OK as excess travel is less than 20 ft as allowed by Para. 1011.2 000 � VQnRM^119'1'�KStbtT-- �� a Ht[$RpU1v v. , T. VARNUM PHILBROOK P.E. Philbrook Engineering MECHANI CA �::�. K �,� � �So NO. 3069 _ 0 2 Inclosures: Site Map w/ Unit Numbers & Frame Upgrade Layout STER�� «<, S/ONAL FN�� J Z z y • P82-FRW-7 j`f_._S( r r '+,� t � t- � • • • txx�l Rur�P/si�i� 5m wy/ 1 �SiRr O N_ "0• fp fD O t�1 tl• . DOOR POOL C'J cm r�i in WHIRLPOOL n' • rrE R Pe- Y�NJMI� ° Q CNN OO v r r •^ ,r 124 105 � 12.5 1O a+! N _ q .. 126 103 O 127 102 P 120 101 FRONT 129 i o 144. 143 131 132 TO 133 140 130 AMP P Harbor iew '� �� RESORT HOTEL r31 S sr.K Mir►w ono► cm 'j�12S � _ v jqu Nco N N. cy 207 `8 Im N N r N N N N N N N N N N N N 206 -' 226 205 .S}AI a5 227 204 220 203 229 { �r StRrAS 230 231 Zo 1 232 210 FR F—1 yr :`� "5;;?' 7�l F •`"a rr c r,�'� ':•'r C y -as` ;:s' a- RF"Q'' v�3;' y 3- -:.:, ;`�' `A'•-'7_-','S 'P �P.r'M' :34,?9� "sg�,nr.0_ zg— :n.,•'°.�.-m. C+' r. - ♦L ':�', w s.,yh' t.::„ N'.. Sys . - x.7 �'Y,`..� �. &� ,L�.r.y J' $ .ar ' ,.. +�'. t "'ztt5?3 t. -�•a•Mi T€. „ _ �� .� � �� vim'-+,l�J".':�'14`,'t•�tiT. 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C►d , on TN s m�.�. . / ti -- �,�, y - y 1 pealed _ ('1/ '' ZPHILBROOK Pl5.O4 ENGINEERING FIELD REPORTMORKSHEET Project No: �: 10T BEACH STREET DENNIS,MA 026M Sheet No:--I-of 1-soe-3aseees MEMO FOR RECORD: 2 July 1999 C� a Subject: Framing & Finish Work Inspections - 1 JUL 1999 • Structure, Fire & Egress Location: Hyannis HarborView Resort Hotel Project No: P95-04 -Barnstable, MA DESIGN/CONSTRUCTION REVIEW CRITERIA: 1. Based upon repairs to date the following rooms are safe to occupy' for structure, egress and life/safety. This work includes repairs to the exterior decks across the back of the rear building, rein- forecement of the remaining pair of rooms in the main building and wwW final checks of the handicap accessible units along the right wing. ooa Work complete- is noted. Work outstanding is listed, and subject to the Building Commissioner's final approval has been passed w/ ex www ceptions (if noted) . 00 In consideration of your review, based upon the General & Specific work notes the following room occupancies are requested (see map) : Q Rooms 114, 115 over the Unfinished Mechanical Basement �94o Rooms 139, 140, 14-1, 143 & 144 at-Grade along the right wing as Rooms 302, 304, 305, 306, 307, 310, 312, 314, 316, 318, 320, 322, 2 324, 402, 404, 405, 406, 407, 408, 410, 412, 414, 416, 418, 420, 422 & 424 and Exterior Decks across Rear of Building 2. General Condition Notes: Electrification and Exit/Light Packs need to be finished and operational in the Atriums and along the Wing. 3. Specific Work Notes (by affected area) : Rooms 114, 115 over the Mechanical Basement e Cut-thru Floor Joists -- Work beneath 114, 115, is done • Main Waste Line supports to be built later are being started • Deteriorated Lally Columns (§. sets of 2 columns) - Column re- placement is underway substituting 611x 611 PT SYP for each pair of bad lallys. Boots are installed andfinal formwork is being finished. 302-324 Handrails repaired as required, Spacings are being re- 402-424 duced to 4" where new rails are built. The older rails comply w/ the 5th ed. Building Code under which they were built 1/211 Lag bolts in the ledger to maintain 2411 o/c space 3/811 Lag bolt thru the upper boxes into the 41x 411 post Lower handrail blocked under the ballistrades Simpson LUS26-3 hangers placed on the outside end of the lower center floor beams 'Rooms 139, 140, 141, 142, & 144 at-Grade along the right wing s Access ramps are complete and railed • Exterior lights are in-place and operational 1 _ UiCA2ltm Dk'�Yt�3r�cs� T. VARNUM PHILBROOK �btF Philbrook Engineer' tr 1 1 Inclosure: Site Map w/ Unit Numbers �R�IL , No. . y A TER�Q P82- 1 - i• t .. > t 7 a ' t� � •P rr .f. •'3 i H.r {�. (.! Y• I4 i r k x O xr t, ;t _ a 5 �V S J d�,cal�unt p/Si�Fi�s . • SlA�S/Ix� 1xc.�Srf}rv' ICE - - - _ �- O ODOR POOL N ch w VMRLMOL t►� c� ; co t o rNi �'7 L-W 124 105 125 104 uN- 126 103 O 127 102 P 120 101 FRONT 129 DESK 1447 130" 143 131 •132 141e140 133: 139 AMP Harbor lew rl RESORT HOTEL m oaa s Manrs w ao o 0 0 ~ o ao S�lIBS v v •r ,o. � v .r •r .r v' v � •`"r v co N N N N 207 O N N N N N d N N N N N C4 225 P � 206 — 226 i 205 227 ' 9tthl�5 . 204 220 203 StPrr�S - 229 230 231 232 RF—J _ i TOWN OF BARNSTABLE TEMPORARY CERTIFICATE OF OCCUPANCY PARCEL ID 326 035 OBS GEOBASE ID 38249 ADDRESS 213 OCEAN STREET PHONE HYANNIS ZIP - LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 39409 DESCRIPTION FOR ROOMS APPR. AS OF 6/28/99 (BLD PER 39172;-, PERMIT TYPE BTCOO TITLE TEMP. OCCUPANCY PERMIT CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services i I TOTAL FEES: ptr THE 1 BOND $.00 CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE Pl *HYWRAMWABLE, •' �.iMASS. FD MAl BU I5�. Bill DATE ISSUED 06/28/1999 EXPIRATION DATE TOWN OF BARNSTABLE :< TEMPORARY C:ERTIFICATE,,bF ;OCCUPANCY' PARCEL ID 326 035 OBS GEOBASE' IU .138249 J ADDRESS 213 OCEAN STREET E PHONE � HYANNIS '' ra �G. ZIP - LOT BLOCK LOT SIZE .� DBA DEVELOPMENT-'- DISTRICT HY PERMIT 39409 DESCRIPTION FOR ROOMS APP1R. AS OF 6/28/99 (BLD PER 39172) PERMIT TYPE ETCOO TITLE TEMP_ OCCUPANCY PERMIT Department of Health, Safety CONTRACTORS'ARCHITECTS: and-Environmental Services . TOTAL FEFS: Ox THE 1� BOND Coo CONSTRUCTION COSTS $.O0 � Qi► 7'66 CERTIFICATE OF OCCUPANCY 1 PRIVATE P sTABM MASS. y 16g9. BUILL YSI BYe �" DATE ISSUED 06/8/1.999 EXPIRATION DATE , THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OFTHIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE 'REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 2 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. BUILDING PERMIT PHILBROOK ENGINEERING FIELD REPORTMORKSHEET Project No: + ,5-04 •• �: 107 BEACH STREET _ . DEHHIS,mA 0283E Sheet No: 1 of -3 -soBaeseeax MEMO FOR RECORD: 25 June 1999 Subject: Framing & Finish Work Inspections - 24 & 25 JUN 1999 Structure, Fire & Egress Location: Hyannis HarborView Resort Hotel Project No: P95-04 Barnstable, MA DESIGN/CONSTRUCTION REVIEW CRITERIA: 1. Based upon work to date and inspections by this Engineer, the Town of Barnstable Board of Health and the Hyannis Fire Dept. the fol- lowing areas and rooms are safe to occupy for structure, egress and life/safety. Work complete is noted. Work outstanding is listed > � and subject to the Building Commissioner's final approval has been coo passed subject to the time tables noted by the above three parties. __. In consideration of your review, based upon the General & Specific Noo work notes the following room occupancies are requested (see map) : tVP «e Rooms 107, 108, 208, 209 over the Laundry/Shops Rooms 109, 110, 210, 211 ver the Unfinished Basement & Corridor J � Z Rooms 111, 112, 12, 214, 215, 216 over the �Qo Mechanical Basement & Access Corridor z Rooms 116, 117, 217, 218 over 1/2 of the 3rd Basement & Corridor Rooms 101, 102, 103, 104, 105, 203, 204, 205, 206', 207 over the Office/Employee Areas Rooms 124, 125, 126, 127, 128, 129, 130, 131, 132, 133, 134, 135, 136, 137, 138, 225, 226, 227, 228, 229, 230, 231, 232 over • the Old Conference, Bathroom and Equipment Areas 2. General Condition Notes: a. Fire Alarm System - Tested and passed on 22 JUN 99. A copy of this is filed w/ the Hyannis Fire Dept. b. Fire Dept. Inspection - Passed on 23/24 JUN 99 subject to the following requirements: (1.) Hall Fire Doors to Rear 300-400 block to be closed during deck repair work (2.) Electrification and Exit/Light Packs to be installed in the 2 existing exterior atrium stairway enclosures NLT 1 JUL 99 (3.) Add Exit/Light Packs at 5 additional locations NLT 1 JUL 99 c. Board of Health Inspection - Pool and surrounding area OK to use. 2 fences need to be raised from 41011 to 610" . This can be done when the deck is changed to re-route guests away from the pool. 3. Specific Work Notes (by affected area) : Rooms 107, 108, 208, 209- over the Laundry/Shopst * Laundry Chute - Shaft sealed w/ 5/811 GWB * * Cut-thru Floor Joist - Work beneath 107 & 108 ism done * Tele-post column to be replaced later * * Pipe rizer & chase fire-stops w/ 5/811 GWB & foam is/is not done Rooms 109, 110, 210, 211 over the Unfinished Basement & Corridor * Junk & Debris removed * • Cut-thru Floor Joists - Work beneath 109 & 110 is/ one * Main Waste Line. supports to be built later • * Deteriorated Lally Columns (9 sets of 2 columns) - The temporary shoring wall is installed. Column replacement may proceed dur- ing room occupancy w/ this safe support in-place. Work is pro- ceeding and the formwork for the continuous footing is built. Note a revision to the column replacement wall detailed below P82-FRW-7 1 } P i 5 a 'f • R , u f I to � 1 t t 1 l PHILBROOK p c�5 0-) ENGINEERING FIELD REPORTMORKSHEET Project No: _ 107 BEACH STREET ?,0&, Sheet No: Z of 3 MEMO FOR RECORD: 25 June 1999 • Subject: Framing & Finish Work Inspections - 24 & 25 JUN 1999 e Front & Rear cracks will be parged and sealed once the main girt work is finished. At that time the grading can also be finished and. the sump pits can .be made - * A Pipe rizer 6 chase fire-stops w/ 5/8" GWB & foam is/is not done Rooms 111 112 114 115 212 214 215 216 over the Mechanical Basement & Access Corridor 6 Junk & Debris is being removed. The sumps are disconnected and the toilet leak is fixed. Open electric cirucits are cut-off <,_ * e Cut-thru oor Joists - Work beneath 111, 112, 113, 334 «< i s As-a" one 4p° oaa • Main Waste Line supports to be built later 0 Deteriorated Lally Columns (9 sets of 2 columns) - The temporary Www shoring wall is installed. Column replacement may proceed dur- ing room occupancy w/ this safe support in-place. Work is pro- ceeding and the formwork for the "continuous footing is built. Note a revision to the column replacement wall detailed below «Q A Front & Rear cracks will be parged and sealed once the main girt Q work is finished. At that time the grading can also be finished 0 and the' sump pits can be made. Equalization channels using 81T z block and gravel pack will be used beneath the concrete footing * a Pipe rizer & chase fire-stops -w/ 5/8" GWB & foam is/is not done Rooms 116, 117, 217, 218 over 1/2 of the 3rd Basement & Corridor * 9 Cut-thru Floor Joists - Work beneath 116, 117 is/done e Main Waste Line supports to be built later o Deteriorated Lally Columns (3 sets of 2 columns) - The temporary shoring wall is installed. Column replacement may proceed dur- ing room occupancy w/ this safe support in-place. Work is pro- ceeding and the formwork for -the continuous footing is built. Note a revision to the column, replacement wall detailed below • Front & Rear cracks will fixed when the remaining foundation of this section and the sub-basement is replaced. * •Pipe rizer & chase fire-stops w/ 5/8" GWB & foam is/is not done Rooms 101 102 103 104 105 203 204 205 206 207 over the Office/Employee Areas • Separation wall has been installed. Travel routes running from this space are provided * • Cut-thru Floor Joists - Work beneath 104, 105 ism done:;V � * s Covers to boxes and panel replaced in common areas * • Repairs to cracks (holes) in ceiling done using 5/81' GWB & tape • 1 door removed and a 2nd door reversed below rooms 101-103 • Key lock installed on equipment room doors operable from inside e Pipe rizer & chase fire-stops w/ 5/8" GWB & foam is/is not done * e Loose and uneven boards nailed off , * o Handrail on covered stairwell (by Room 203) isAiis %e4r done©�%%-"' Rooms 124, 125, 126, 127, 128, 129,- 130, 131, 132, 133, 134, 135, 136 137 138 225 226 227 228 229 230 231 232 over the Old Conference, Bathroom and Equipment Areas * o Covers to boxes and panel replaced in common areas Tai EA * w Repairs to cracks (holes) in ceiling done using 5/8" GWB & tape * • Key lock installed on equipment room doors operable from inside * s Loose and uneven boards nailed offj�ox �� No f tm)o P82-FRW-7 .., •. ' -, . . _ - ,. - ,. I �. .y , � i f I +' :. r i : � i i _ h; 'y r'�. r � i.� ejt + - ;l ' t .� (f I 's�. I '� .) � .- • _ 7.t } f • wi 'i � '. I i7 � � '�+ - Y ' r. � ' + I C .s, a e, � .:. I ..,j L - 1 t ..y. �s.. .. 3 f'. � , � , t,, _ ,,,� ti 1��• I y i r41 .r •\ < l i � + ' - L1 11 /, �% _ _ I_� i l' n. t. _ � .� St' _ . ,l f l ' iy i I t� fia � .t �•� ..) ! Y ' y ' �' .. .. � � y , � .. a • .. .. .. .c �� i t _ . I. r� ). �� • • �. r PHILBROOKs 0 y ENGINEERING FIELD REPORTMORKSHEET Project No: *• r F 107 BEACH STREET ` DENNI&mAo2M Sheet No: 3 of 3 -SOB.,B5.888� MEMO FOR RECORD: 25 June 1999 • Subject: Framing & Finish Work Inspections - 24 6 25 JUN 1999 4. Revisions to new main girt bearing support wall: After the formwork is built work the girt line one column point at a time using a pair of jacks to. remove the bad lally column sets. In- stall a PT SYP 611X 61, post at each point w/ a bitrethane moisture boot. The boot is to extend above the final footing concrete finish line. Once the footing is placed build a new sectional 21'x 611 bear- ing wall using PT SYP studs spaced 1611 o/c. Install 211x 611 mid-span blocking w/ a continuous 5/411 PT side ledger aaa T. VARNUM PHILBROOK, P.E. Philbrook Engineering „00 1 Inclosure: Site Map w/ Unit Numbers �X`,A Of 41g�„� - T. VAPNIJ?o PHiLc3PfiC MECHAf�tC K i `��i NO. 30690 0 a o9p� 9FG/STER�� z AL • • P82-FRW-7 �:_>;;; 5� . 1 i - A ? t _ �n � ' �. t { r, � �` � l _ C 1 ` f r 4'! �.;� 1 `� } } k� !.... • �� I 5 r Y Sl J. . r s� }.• .[ i,. 4 f� .} .� _ �. �. f� �.. L �'^� !' f � y � f� i� y r` ,tii • • • , 303 304 305 305 307 JOB 310 312 sw 3/e s+e 320 nz az. ICE INDOOR POOL WHIRLPOOL 301 30J LOCKER ROOMS 300 "t 'is 3T7 319 F2t uJ 325 r t U ICE/ N NG C>7 4 a 0 -� - u 0 z . _ 123 1ffi y I15 120 121 119 t/6 1R / 107 108 too „0 1" 112 1w 124 125 10S OUTDOOR POOL E-+ w WHIRLPOOL 128 z u >04 KIDDIE POOL a = SUNDECK 127 O 103 E-1 1ffi W >o� a FRONT j 129 101 DESK 144 J RESTAURANT AND LOUNGE r 130 143 131 , 142 141 132 140 1JJ 13B 134 first floor 135 is 1Je Hyannis Harbortiezv 420 422 42/4� 402 404 40s dos �>' 40e 110 112 4w 4/6 41e A B C -1 403 4" T411 " a? 41B T-1123 1425 426 426 E =3 430 F za 224 207 j14 21S 21e 21/ 218 2i9 220 p, •225 432 G 2OB 201+ 2>D 211 !i 434 u 208 436 227 205 228 438 T 204 229 203 230 202 101 231 2J2 233 uB 234 231 second.floor =3 2M PHILBROOK ENGINEERING FIELD REPORTMORKSHEET Project No: F95-04 107 BEACH STREET DENNIS, MEMO FOR RECORD: 22 June 1999 Subject: Framing & Foundation Inspections - 10 & 21 JUN 99 for 107-115 & 208-216 Block of Rooms (Main Building) Location: Hyannis HarborView Resort Hotel Project No: P95-04 Barnstable, MA DESIGN/CONSTRUCTION REVIEW CRITERIA: 1. The first series of frame and foundation inspections were done under_ the main building, Rooms 107 to 222. This work was accomplished in order to open up another block of rooms for use. Basement, frame and access/egress ways were checked. Under the original Scope of a« Work outlined in the 8 JUN 99 MFR this is category: o00 o Phase I: a. Basement Foundation Cracks, Main Girt Supports and Leaks �o0 2. General Condition Notes: Overall the frame and foundation are OK ram beneath the first 2 firewall sections (see attached map) thru rooms V CIN= 115 & 216. Extending beneath the 3rd firewall section and into the QQS Phase I: -b. Sub-basement area the foundation deteriorates rapidly. � a Based upon this the following work will .detail repairs req uired in order to bring Rooms 107 to 222 into safe occupancy compliance. The z 3rd section will be treated along w/ the Sub-Basement repairs. 3. Specific Work Notes (by affected area) : Common Laundry, Shop - Areas beneath Rooms 107-209 6 Laundry Chute - This is unlined and open thru to attic. Line the chute w/ 20 ga. sheetmetal or 5/8" GWB. Close off the top of the shaft at the 2nd floor ceiling w/ similar • construction and install self-closing door in basement 6 Cut-thru Floor Joist Q tub waste) - This is a very re-occuring item. Spring the cut ends of floor joist level and install either a companion 211x 8" floor joist or a pair of sistered 3/4"x 7-1/2"x 48" gusset plates centered on the cut. Glue and nail the assemblies 6 Deteriorated Lally Column - Shore and replace 1 column in this area. Scrape/clean and paint all lallys w/ rustproof paint ® Rear Wall Foundation Crack (not leaking) - Point and grout crack w/ hydraulic cement; brush or brick smooth. 6 Pipe rizers and chases need to be fire-stopped at the floor level Unfinished Basement & Access Corridor - Areas beneath Rooms 108-211 6 Junk & Debris - Remove all of the excess stuff. There are open electrical ciruits and there is no ground fault protection present. These pose fire & life/safety hazards i Cut-thru Floor Joists (2 tub wastes) - In addition to this joist the two adjacent joists are rotted across the top. Sister the 2 bad joists w/ new PT members spanning the rear 1210. Head-off the cut joist w/ single headers and hangers. The sub-floor appears to have been repaired recently here 6 Main Waste Line (cast iron) - Replace all the hangers w/ support piers and remove the weight from the wood joists. The piers can be 10" dia: sono-tubes. Fabricate a saddle w/ a PT 211x 8" bearing block. Apply a galvanized strap tie around the pipe, screwed to the bearing block e Deteriorated Lally Columns (9 sets of 2 columns) - Build a 2"x 6" shoring wall w/in 310" of the main girt towards the front • wall. Clear and dig thru dirt to firm in-situ soil. Form and place a 12-16" tall x 24" wide continuous strip footing w/ 3 ea continuous #4 horizontal bars w/ 20" lap splices. If the forms fill w/ water pump dry just before placement. P82-FRW-7 l a c a. t rj y ,u ^, r t i ss r a f ^ a .r PHILBROOK ENGINEERING FIELD REPORTMORKSHEET Project No: P15-04 107 BEAM STREET 2- 3 . UENNIS.fM 028.'i8 Sheet No: of MEMO FOR RECORD: 22 June 1999 Subject: Framing & Foundation Inspections - 10 & 21 JUN 99 Wait 24 hrs and strip forms. Build a continuous new wood bearing wall using 211x 6" PT SYP w/ studs spaced 16" o/c: ** Install 211x 6" mid-span blocking w/ a continuous 5/4" ledger • Mud Floor - After column & pad work dig and grade level and dig a sump point. Pumping and piping can be tied into the area in the next room (see below) . . Although not required some form of floor moisture barrior is highly recommended. A 3" layer of 3/8" pea-stone will provide a porous drainage _ layer which can then be covered w/ poly and a 3" dust cap. *** The gravel layer can feed the sump point thru a perforated liner. Ventilation or de-humidification is needed in order to reduce moisture vapor levels and protect the framing �hn Front Foundation Wall - The wall leaks at the foundation pull-tie WWI holes. Point and grout w/ hydraulic cement �on a Rear Wall Foundation Cracks (2 @ window) - One of the cracks is parged shut, therefore point and grout the other crack w/ hydraulic cement; brush or brick smooth. • Pipe rizers and chases need to be fire-stopped at the floor level z Mechanicals Basement & Access Corridor - Areas beneath Rooms 111-216 i e Junk & Debris - There is even more stuff in here to remove. The disused sprinkle system includes active gate valves to the main water supply. Sump pumps are dumping water into the city sewer line and again there are open electric circuits w/o ground fault protection. A toilet was leaking onto an electrical switch box. • Cut-thru Floor Joists (4 tub wastes) - In addition to the joists • there is rotted sub-flooring at two locations which needs to be replaced. At the same location the adjacent joists are also rotted. Joist repair here will be identical to the above proceedure once the sub-flooring is fixed • Main Waste Line (cast iron) - Replace all the hangers w/ support piers and remove the weight from the wood joists. The piers can be 10" dia. sono-tubes. Fabricate a saddle w/ a PT 211x 8" bearing block. Apply a galvanized strap tie around the pipe, screwed to the bearing block 6 Deteriorated Lally Columns (9 sets of 2 columns) - Build a 211x 6" shoring wall w/in 310" of the main girt towards the front wall. Clear and dig thru dirt to firm in-situ soil. Form and place a 12-16" tall x 24" wide continuous strip footing w/ 3 ea continuous #4 horizontal bars w/ 20" lap splices. If the forms fill w/ water pump dry just before placement. Wait 24 hrs and strip forms. Build a continuous new wood bearing wall using 211x 6" PT SYP•w/ studs spaced 16" o/c. ** Install 211x 6" mid-span blocking w/ a continuous 5/4" ledger' ® Dirt Floor - After column & pad work dig and grade level and dig 2 sump points. Pick-up piping from previous space. A de- cision needs to be made on where to pump the excess water; in the sewer or outback to the gardens. Due to the boilers in this room the moisture level seemed less. Make-up air is being taken from this space. Still some form of vapor barrior on the floor is recommended and due to potential *** high water the gravel layer w/ concrete capping is the best solution. Again the gravel layer would feed the sumps thru- perforations in the liner while excess water would follow the floor pitch to the sumps • Front Foundation Wall The wall leaks at the foundation pull-tie holes. . Point and grout w/ hydraulic cement P82-FRW-7 - t a i V V •4 1 I} � •� � .1 OTT 1 I hY hr , ' b w r � • - a ,r- PHILBROOK _ ENGINEERING. FIELD REPORTMORKSHEET Project No: P25 24 107 BEACH STREET OENNM MA 026W Sheet No: of -soB3eseBes MEMO FOR RECORD: 22 June 1999 • Subject: Framing & Foundation Inspections - 10 & 21 JUN 99 o Rear Wall Foundation Cracks (2 @ window) - Water is running in these cracks. Outside grading and downspouts are causing some of this problem. Repair as above, point and grout w/ hydraulic cement; brush or brick smooth. o Pipe rizers and chases need to be fire-stopped at the floor level ** No headers are required for 410" wide passageway openings. The 3/2"x 8" main girt acts as the header, just provide double studs at the sides of the passageway openings wwW *** Final floor elevation (above water as much as possible) and o'ooN' pump height need to be considered. If the pumps take water too often (floats set too low) than excessive water gets pumped and infiltration rates beneath the foundations can increase. This will do more harm as finer soil particles moo will get pulled from beneath concrete walls creating voids 4. Once work begins if hidden conditions reveal damaged items than re- pairs must be made. These will be inspected and noted as required. z bQo � T. VARNUM PHILBROOK, P.E. Philbrook Engineering 1 Inclosure: Site Map w/ Unit Numbers & Firewall Locations ?5-4'� x,ZN OF Q H is�NCIM U MECHANi{gL NO. 30690 OM ER fss%di�AL P82-FRW-7 ;3 ! R p ` i1 V _ I 'i r a 1r tk L 1 t ' � Y A ! 1 �JQci�NP/SiA�i�S O O o ti 0 N N tNv N N N M N N ry N 1CC r DOOR TOOL u� 1� O► t�f ,� WMRLPW FW FW YiN�► N N 124 105 r 125 104 aN'StR►R5 126 103 O 127 102 P 120 Ppp� 101 p T 129 144 130 143 131 •132 141 133 140 AMP E� fib• -' °' � Harbor iew RESORT HOTEL 2131 Art Mks w► O o 0 0 0 0cy $NIBS •r v Y v •r •. •r .r •' o� .� to T. I N • NtoP�yl dN�y N N 207 $ r N N N N N a N .� .— tV N N N N ' 226 205 StRi�'S .Sh7i¢q 227 204 220 203 SfhdPS 229 230 231 ` RPI 232 PHILBROOK ENGINEERING FIELD REPORTMORKSHEET Project No: �t. 107 BEACH STREET Z OEHWS.AUOM _ Sheet No: l of -soe3eseaez s •� MEMO FOR RECORD: 22 June 1999 • Subject: Fire & Egress Inspection - 21 JUN 99 for 101-105 & 203-207 Block of Rooms (Left or Office Wing) for 124-144 & 225-232 Block of Rooms (Right or Pool Wing) Location: Hyannis HarborView Resort Hotel Project No: P95-04 Barnstable, MA DESIGN/CONSTRUCTION REVIEW CRITERIA: 1. The following items address life/safety and egress for use of the rooms and common areas noted (see attached map) . Work here will concentrate on getting sections of rooms on-line that need no real «< structural or construction modifications. ciao NNN 2. General Conditions Notes: The frame, foundations and outside decks are OK (w/ the exception of 2 cut joists - see note below) . . Work ... here concentrates on clear egress paths, exit & emergency lighting ^yam along w/ fire-stopping. Exposed electrical work was also noted. mmm 3. Specific Work Notes (by affected area) : a Office/Employee Areas beneath Rooms 101-207 �9Qo • Install a separation wall beside a sewer line that bisects one Z of the employee areas. Provide separate egress travel routes away from this area. Note that the area serves less than 50 occupants, is used as B(business) office/employee area and that total travel distance to an exit (either way) is less than 75 ft. An access companionway is permitted beneath the piping for mech- anical and tradework • Cut-thru Floor Joist (@ tub waste) - This is a very re-occuring item. Spring the cut ends of floor joist level and install either a companion 211x 8" floor joist or a pair of sistered 3/411x 7-1/2"x 48" gusset plates centered on the cut. Glue/nail the assembly • Cover open electrical boxes and replace an electrical panel cover • Repair cracks (holes) in ceiling w/ matching 5/8" GWB & fire-tape • Remove 1 door and reverse a 2nd door below room 101 to exit o Install missing exit & emergency light packs • Install key lock on equipment room doors operable from inside 0 Pipe rizers and chases need to be fire-stopped at the floor level Open Decks & Exitway Areas Adjacent to Rooms 101-207 • Install missing exit & emergency light packs • Install exit & emergency lights in glass enclosed stair atrium • Cover open electrical boxes and replace an electrical panel cover • Nail off loose and uneven wood decking 9 Install handrail on stairwell at rear of office (by Room 203) • Repair cracks (holes) in ceiling w/ matching 5/8" GWB & fire-tape Old Conference, Bathroom, Equipment Areas beneath Rooms 124-232 • Cover open electrical boxes and replace an electrical panel cover e Repair cracks (holes) ,in ceiling w/ matching 5/8" GWB & fire-tape • Install key lock on equipment room doors operable from inside • Pipe rizers and chases need to be fire-stopped at the floor level. Open Decks & Exitway Areas Adjacent to Rooms 124-232 Install missing exit & emergency light packs • Install exit & emergency lights in glass enclosed stair atrium • O Cover open electrical boxes and replace an electrical panel cover Nail off loose and uneven wood decking. i Repair cracks (holes) in ceiling w/ matching 5/8" GWB & fire-tape P82-FRW-7 i - t • a h l r 1 1 t n tom} ~ 1 ,C. �} ' ,� .. � i n` • � L. -�. .. i� �. it L~ 1;. Ya• 11 pS v J 1 � r _ r ♦l S� .1 1 1� PHILBROOK f�5•oy ENGINEERING FIELD REPORTMORKSHEET Project No: 107 BEACH STREET DENNIS. Sheet No: 2 of 2- MEMO FOR RECORD: 22 June 1999 Subject: Fire & Egress Inspection - 21 JUN. 99 4. Again, as work begins if hidden conditions reveal damaged items than repairs must be made. Further for this work, from any room 2 means of egress w/ a lighted pathway to an open ground area are required. All stairways and decking are to be lighted and be trip hazard free. This work and the walkways will be checked. .Fire Department and the Alarm System Co. will also conduct inspections. Their work is to be signed off in conjunction w/ the above items prior to sign-off for occupancy by the Engineer of Record. ooa T. VARNUM PHILBROOK, P.E. Philbrook Engineering 1 Inclosure: Site Map w/ Unit Numbers Ie / � T. VNRNUM G u r Pi-;t;- 3Rook, lk �U �n CCHANICNc 3 64�L STEA�� CS SINNAL • P82-FRW-7 - :, �.. ': .� i .� y,:k i ° �� r ,�.. .� 3 r„ r 3 I!. F i 5 F � 1. � � (, t t �� _ .. {.a F � .t ' .� 't � . •,. t • 1 ,� �J12urNp/Si�i�s .� 5P 95/pq!n lxc�SrRre>' to 1� O N '� �O co O N C Cam') C3, M C7 l7 C7 !7 7 (N7 O O ODOR CM N r� cv WHIRUlom ?�E 124 , •r r' r- 10 a� 125 104 �,N,'�SfA►�5 126 103 O 127 102 P 128 aip� 101 FRONT 129 ^ DESK 130 14.1 , 143 131 '132 141' 133 140 j�ftl� �. cq �o Harbor iew � �� RESORT HOTEL r�oaa AKi o 0 0 0 0 0 v ro w o .t N N v H h_ O/ Cr1 N _ c �y �.. co N N N cal, N 0207 Nr r N N N N N N N .. 0 - � N N N N N U5 20 226 . 205 St7hPS .0ig`7 227 204 220 203 1' S1RrQs 229 2301 231� 232 PHILBROOK ENGINEERING FIELD REPORTIWORKSHEET Project No: �97-Gy 107 BEACH STREET DENNIS. ONU Sheet No: Z— of 2--- MEMO FOR RECORD: 12 August 1999 Subject: Framing & Finish Work Inspections -21 JUL and 5&6 AUG 1999 Structure, Fire & Egress c. Existing 3'6" in-swing door. Re-use and equip w/ latch/lock complying w/ Para. 1014.11.3 exp. 1 above d. Re-build landing and deck to 319 w/ PT stock. Match steps and rails as noted in a. above e. Provide EXIT light pack w/ battery back-up f. Provide some form of Emergency Lighting w/ back-up power g. Remote travel distance from remote corner; 108 ft, 142 ft or 175 ft h. Repair deck to provide 42" handrail meeting maximum openings as »> outlined in a. above. Replace stairs w/ 2"x 12" stingers(a_24" o/c i. Replace sliding door w/ in-swing door set(or single panel door). Side- lites to be tempered and-provide grill guards. Equip w/ latch/lock as noted in c. above. Doors to swing tight back against outside wall Sao j. Remove the doors from these locations. Install windows for lightan ventilation. Also remove cantilevered deck k.Remove sliding doors from this end of pool. Replace w/ new windows I. Remove swing door set and install an overhead garage style door �9 Z m. Reconfigure/Reconstruct Spa Area - Install an 8" concrete block wall 4° even w/the main pool deck. Construct wood framing to the roof for 2 the remaining wall section. Install the hot tube on a raised block pad and in-fill w/ PT framing and a concrete slab floor w/finish to suit Provide access panel to beneath hot tub deck n. Reconfigure/Reconstruct Mechanical Area - Install stairs from existing door. Equip door w/one-way latch/lock-set. Add sign &closer o. Replace upper level windows w/ new insulated units T. VARNUM PHILBROOK, P.E. Philbrook Engineering \,SH OF 1 Inclosure: Floor Plan w/ Proposed Work& Egress Items F vAftl(j c �1N_BRO T c5 MCCHq.fVIC�pL v, No. 30690 ~ A��,rFssFC/sTER��\� L • P82-FRW-7 - ,��° F �� • +. 1. J T � � �tV - i �. • • PHILBROOK P95-U y ENGINEERING FIELD REPORTMORKSHEET Project No: K, 107 BEACH SMEEf 2 oEHH�•MAoza� Sheet No:_�of MEMO FOR RECORD: 12 August 1999 Subject: Framing & Finish Work Inspections -21 JUL and 5&6 AUG 1999 • Structure, Fire A Egress Location: Hyannis HarborView Resort Hotel Project No: P96-04 Barnstable, MA DESIGNICONSTRUCTION REVIEW CRITERIA: 1. The following work addresses structural repairs, egress and life/ safety issues for the inner courtyard and pool/spa areas. 2. General Condition -Inner Courtyard/indoor Pool: The inner courtyard presents egress and life/safety problems. Current- ly egress runs from the building outside to the enclosed courtyard into N the building and outside again. This outside-inside-outside route is not allowed. Also, the courtyard deck has some structural problems and both -�� doors and landings are improperly set-up. Access to the pool and spa ys <de area is congested and the egressway lacks direction and other related safety features. There are some false door openings that could lead to Z problems in a panic situation. Fenestration has been badly damaged by �4o p the high h moisture levels of the pool. Mechanical venti lation is either a z not working or undersized. This combined w/the poor quality of the doors and windows have resulted in a run-down and maintenance inten- sive facility. Work to date includes removal of the wood framing that once held up the hot tub. Here a lack of ventilation and constant wetting rotted away the surrounding structure. Specific Requirements -Code Related Use, Egress & Life/Safety: • o Use Group is R-1 Hotel/Motel IAW Para. 310.3 o This space is a Courtyard as defined in Para. 1202.1 and governed by Sec. 1212 o The pool/spa is a`semi-public indoor, inground swimming pool used exclusively by the motel for its guests IAW Para. 421.2 o The pool building has concrete block walls and also represents a separation IAW Para. 313.1.3 conforming to Tbl. 602 requirements o Multiple exits (2 ea) are provided from both the pool room and the courtyard IAW Para. 1010.2. Remoteness criteria is also met IAW Para. 1006.4.1. These are for non-sprinkled construction o Length of Travel is 206 ft IAW Tbl. 1006.5(w/o sprinkler system) o Exit widths to be a minimum of 44 in. IAW-Paras. 1011.3 and 1014.3 for corridors and stairways based upon present occupancy o Corridor fire resistances to be a minimum of 1 hr IAW Tbl. 1011.4 o Direction of swing of egress doors shall be in the direction of travel and shall not reduce the width-of the landing (opened into space) by more than 1/2. When fully open they may not project more than 7" into the required width IAW Para. 1014.8.2 o Courtyard doors shall be operable from the egress side and may only be locked from the opposite side IAW Para. 1014.11.3 exceptid►h 1 3. Construction Work Notes (refer to attached Floor Plan): a. Re-build landing wl PT stock. Meet stair requirements of a maximum rise of 7" w/a minimum run of 11"high. Minimum landing width of 44". Handrails to be continuous, bolted and a minimum of 42" high. No opening to exceed 4" or allow passage of a 4" sphere except for the triangular openings created by the treads & rizers b. Currently being re-built rear lobby. See MFR dtd 11 AUG 99 P82-FRW-7 - 1 .:� t ;� A � � �y l y '' f tl 7 t �� • • PHILBROOK ENGINEERING FIELD REPORTMORKSHEET Project No: r• 107 BEACH STREET DENM&MA 026W Sheet No:�_of 7— MEMO FOR RECORD: 11 August 1999 • Subject: Framing & Finish Work Inspections -21 JUL and 5 &6 AUG 1999 Structure, Fite& Egress Location: Hyannis HarborView Resort Hotel Project-No: P95-04 Barnstable, MA_ DESIGN/CONSTRUCTION REVIEW CRITERIA: 1. The following work addresses structural repairs, egress and life/ safety issues for three two areas. These are at the North facing entry deck& rear lobby and the dining space R1. aoo The entry & rear lobby were torn open in order to examine the extent of damages related to rot and high moisture levels that began at the outside deck. The enclosed spaces beneath this entire area were not vented so high levels of rot and moisture damage was found. goo 00 Construction of the R1 space is poor. Open web joists were set Win 12" of exposed earth in an unventilated crawl space. Fiberglas insula- tion was directly placed onto the dirt. The vapor point ended up split along the double bottom chords of the trusses. The lower chord rotted Z and many punky locations were found. More investigation is needed. 2. General Condition - Entry/Rear Lobby: As noted previously the entry deck needs to be replaced. Further exploration has identified rot and termite damage to the 1st floor joists beneath the Atrium foyer. This damage extended beyond the interior stairway to the courtyard door. • Moisture was trapped by a lack of ventilation. Floor joists are punky to the touch and severe mildew and mold is growing down there. The sill plates were not pressure treated so in this moist environment they were just squashed flat. Supports to the 2nd floor-level were installed in order to replace the sills,joists and sub-floors. Additional work in- eluded construction of concrete piers and footings to replace piles of wood and to-support new girts and joists. All replacement stock is pressure treated material. In addition there are several rotted portions of lower bearing walls that were re-built w/ new studs to re-support the 2nd floor. Although this work was not particulary difficult it has required_ a great deal of planning and preparation so as to not create unsafe con- ditions to the remaining building and personnel. 4 ea ventilation ports will be installed through band joists to treat cross-ventilation.. Once the work is done a new wood deck&stairs w/ railings will be built outside. All repairs are to be inspected before insulation and wall finish work. General Condition - Restaurant Space R1: The construction must be ex- amined further. The two stories use open web trusses but a roof and loft were added above. These loads appear to come down to the crawl space via. 3"tube columns. 'Bearing, lateral stability and wood framing work.is all suspect. This area is presently unoccupied and off-lirbits to guests or hotel employees. It will remain this way until inspections and repairs are conducted, which they must. At the very least the 1st floor will need re-building as this is where the open web trusses have rotted. P82-FRW-7 r .R �I .i e k � f r s PHILBROOK P95-0 y ENGINEERING FIELD REPORTMORKSHEET Project No: 107 BEACH STREET .. DENNIS.MA 026M Sheet No: 2- of Z— r ` •. t WS 3858682 MEMO FOR RECORD: 11 August 1999 • Subject: Framing & Finish Work Inspections -21 JUL and 5&6 AUG 1999 Structure, Fire& Egress 3. Specific Work Notes (by affected area): Rear Ent ry Re-build the floor framing; 3/4"T&G plywood, 2"x 10" &Lob bv joists(iil 12" o/c(over 10'0") &16"o/c(under 10'0") plus Set on new 2"x 10" girts resting on concrete piers Deck 321 Replace all floor plates w/ PT 2"x 8" on sill seal to close & Landing off open block cores. Add a concrete footing beneath the left common (to R1) wall Replace outside stepsilanding. Set new 2"x 12"stringers 24"o/c. Max. rise= 7", Min run (tread) = 11". Add 000 center support. Build new handrails w/ properly spaced and fastened balistrades www The deck at 321 shares support w/the building entry land- .00 ing and must be re-built als R1 and No reconstruction is specified at this time. Work will in- Related clude checking the framing and the rear foundation walls Spaces which appear to be shared w/the older 2 story right hand room wing of the hotel Z Fire Dept. concerns include access to the Alarm Notification Panel, the apparent lack of control of these spaces and the structural integrity of this wing Note Egress from Rooms 309-326 and 409-426 is not affected as two separate and remote exitways remain; at the North end and to the West in the middle of the building. 4. At this time, to include the rot and related damage the overall frame does not pose a life/safety risk. Accessway is cleared so that fire personnel can traverse this space. All other traffic has been excluded. v�Y�� I)7L a uF ly T. VARNUM PHILBROOK, P.E. T. VAR► %. PHILBP0 K Philbrook Engineering IMPCH AL y 1 Inclosure: Site Map w/Work Location NO. 3M o ss/OA+AL G P82-FRW-7 1. W 7 _ i t a I IE s r I rT, W O N N N Icc C7 Wm �Ol. 1�9 V7 co C* N V YEN rNfj iuto cq g^_` O r r O � r r 124 105 125 1 104 126 103 127 Q 1 o 120 PDO � z pp0� � 101 T 129 DESK 130 144 143 131 •132 141 133 140 Harbor iewgoo• �� RESORT HOTEL m oae Saw x w aato+ o 0 0 0 •` o o •a' to co o N" v SIBS .r .c •r .� v �v: •r a v v • o � c !n �^ � �"' c� to " v• v v v rt V mot• '��' `Nr v Ct1 N N N N Ln to 207 °S N co N N N N N N N N N N N N N 225 206 226 i 205 9tfh1?5 S}Ai�¢h 227 204 220 203 5 fRrILS 229 230 231 232 R . —I PHILBROOK A)ENGINEERING FIELD REPORTMORKSHE Project No: 107 SEACKSTREET DENNIS,MA oases Sheet No: of MEMO FOR RECORD: 12 August 1999 Subject: Framing &Finish Work Inspections -5 AUG 1999 for.107-117 &208-218 Block of Rooms (Main Building) Location: Hyannis HarborView Resort Hotel Project No: P95-04 Barnstable, MA DESIGNICONSTRUCTION REVIEW CRITERIA: 1. Repair work first outlined 22'JUN 99 w% revisions on 25 JUN 99 has con- tinued to be done. Once proper shoring and floor repairs were done these areas were signed-off on by the Town of Barnstable and this Engineer as safe to occupy. Work outstanding was listed and the fol- °°° lowing items are now complete. in N.l 2. Upgraded Condition Notes (for affected areas): goo Rooms 109, 110, 210, 211 over the Unfinished Basement&Corridor o House waste lint re-routed thru space �> o Main Waste Line supports are done o Main Girt support upgrade; concrete, posts&wall are done ` Z o Sump&drainage ditching completed, ready for stone fill Qa o Equalization passage beneath continuous footing done&stone filled Rooms 111, 112. 114, 115, 212, 214, 215, 216 over the Mechanical Basement&Access Corridor o Junk&Debris was removed o Main Waste Line supports are done o Main Girt support upgrade; concrete, posts &wall are done • o Sump&drainage ditching completed, ready for stone fill o Equalization passage beneath continuous footing done&stone filled o Front& Rear cracks were parged and sealed Rooms 116, 117, 217, 218 over 112 of the 3rd Basement&Corridor o Junk& Debris was removed o Main Waste Line will be moved when further foundation work is done o Main Girt support upgrade; concrete, posts &wall are done o Sump&drainage ditching completed, ready for stone fill o Equalization passage beneath continuous footing done&stone filled o Initial parging of rod holes has-been done. Major work will wait until further foundation work is done �V� 11)'Jtz,�tiac� �jp OF T. VARNUM PHILBROOK, P.E. T. Philbrook Engineering � PHILBR OK ' h1ECHAN CAL y No. 306 10 ISTE SSf�NAL • P82-FRW-7' - i- t ;. -- 4 �% _ � ♦n. f ' .�� ia' +^F A ,:t' r ., ¢_ ro- +, .� ti' 7 • - • . _ � PHILBROOK ENGINEERING FIELD REPORTMORKSHEET Project No: BEACH STREET i 0Er Sheet No: of MEMO FOR RECORD: 8 June 1999 Subject: Framing and FoundationInspections for Repairs, Re-Modeling & Renovations Location: Hyannis HarborView Resort Hotel Project No: P95-04 Barnstable, MA DESIGN/CONSTRUCTION REVIEW CRITERIA: 1.' The following proposed work is being scheduled in phases in order identify, inspect and repair/replace areas of the building complex identified by the Owner, Consulting Engineer and Building Dept. This work will determine, the extent of damages/upgrade work and www layout the best repairs & renovations to the existing building. goo Due to the myriad of tasks and the sprawling nature of the hotel a phased work program is recommended. Initial work requirements were identified by the Mark Lawrence, General Manager, and notes 000 from a walk-thru inspection by Ralph Crossen, Town of Barnstable �ryPa Building Commissioner. «<"F 2. The following list priortizes the work phases. A brief summary Q of the work is indicated. Attached is a hotel room layout which 144 maps these work areas. Work proceedures call for the orderly re- repair or replacement of damaged components, room re-finish and inspections by area in order to safely occupy a section at a time. p Phase I: a. Basement Foundation Cracks, Main Girt Supports and Leaks b. Sub-Basement Foundation Cracks, Main Girt Supports and Leaks • This area has settlement affecting upper floors c. Alterations to 3 Guest Rooms over the Front Desk Area d. 1st & 2nd Floor; Repair/Fe-fit Rooms 222, 223, 224 (over Ib) e Phase II: - a. 2nd Floor; Repair/Re-fitting Rooms 233, 234, 236, 237, 238 b. Alterations to Hot Tub Room; Foundation, Frame, Access Y Phase III: a. Fire,"Structure & Framing; Restaurant, Lounge and Hallways - b. Fire, Structure & Framing; 7 Loft Suites over Conferences to include Roof Decks and Luxury Ammenities 3. In addition a review of the exterior decks and railings is being conducted. Separately in 1995 a plan was prepared by Sadler & Associates and this engineer addressing the loads and repairs to sections of the enclosed and exterior wood framed;decks. No fur- ther inspections were conducted so the extent of repair work done is unknown. This work will be checked and verified to determine existing compliance w/ the prepared plans. Unfinished work will be completed and further checked. From initial observations it appears that the handrail components are inadequate as-built. Respectfully submitted, T. _VARNUM PHILBROOK, P.E. • Incls: Work Phase Map Engineer Construction Control Affidavit C P82-FRW-7 .f � a ,` � 1. t i � �• f .. t v M . ,• w) Yr t' 1�• 5� 5.a i• {ht ,_ v s t ,, :� f rf� 5 h 1 M1 d t i .Y �; a .'rs rL :^ �..• 1_ e. :I iv '.l :�' ' i., tie ti. e• 4 •y � 1. r , y r ..: 4 ir.. -:. .' t. f •. r, 4 ', '' .:, u: f .1 .c n [k�r'r�cint p f 5if�tF-S StA�� j�re Ix.�:�5i•Rr,r 0 0 o to ~ o ^ b 'o co cv v co co w r�i co c+; iv NODOR POOL p r N N ch WHIRLPOOL co c� m . .. YCrru ,,,�_ d y _n CO.. 2-N` N � 4 _fir_��=Q-_O_-�._-CA .r r- � �,,, �.. � or.. O Y V- T T 105 104 Ow, 126 103 O 12? 101 129 DESKr 144 +tf°r 2A` 130 143 - 131. 132 1A1 —133- 140 J r11P �Igjp Harbor ieW � �� RESORT HOTEL W OM SMIL"rs•W WE01 0 0 0 0 0 o to 00 o N S'�tIBS tr v •r .c v v 'a .r o� .r .4 0 0 0� .-• v� t� v� .- t � N • `,'per.: . ah: CA 207 N `„ `� N N N N N N =---225- II 206 l 226 StAI�! 227 205 204 220 203 5fiPrr1t5 229 230 231 232 . t 4 n r ENGINEER CONSTRUCTION CONTROL AFFIDAVIT Project Number: 5- U Project Name: Project Title: /Asa�a�s -�,occ��,rz,� s�o�;� y-MsL Project Location: Z ) 3 OCL�p,j Scope of Project: �mt>-arMo.,, � T�,1C ��,ora9 In accordance with paragraph 116.0 of 780 CMR, the Massachusetts State Building Code, I, VAR142""N- U IZJViassachusetts Registration Number being a registered professional Engineer hereby certify that all plans, computations and specifications, and changes thereto, involving subject project will be prepared by or under the direct supervision of a Massachusetts registered engineer or Massachusetts registered professional engineer and bear his or her original signature and seal or by the legally recognized professional performing the work, as defined by Massachusetts General Law (M.G.L.) c. 112, §81R. For the above named project 1, or a registered professional architect/engineer under my cognizance,will review the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. I will review and approve the quality control procedures for all code-required controlled materials. 1 further certify that I will be present on the construction site at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine, in general, if the work is being preformed in a manner consistent with the construction documents. Pursuant to 780 CMR 116.2.3 1 will provide the results of structural tests and inspections to the building official and owner. I will submit, periodically, a progress report with all pertinent comments of the site visits and compliance of all pertinent items to the building official. I will submit a report as to the satisfactory completion and the readiness of the project for occupancy. \1H OF � 9 U�ICL ��kJ�'� 8 �Uk'�S •1 1 1 04 pHIl0UM c.1 MECHg 6RNI 0 L Engineer Date No. 3Q,590 >C ssFG/ST[ Subscribed and sworn to before me this _day of T4,y e_ 1999. N t A#EUSSA J. SPAGONE, Notary PUbHc My commission e Expires April 16, 2004 otary Pub li Date Notary Commission Expires RO 02/19/99 Rooms 103 120 Paint and repaper with Vinyl Vallcov g ^�P4' !c..'`�i' a• i`�-.s".Ike`i*i+- �. e�^ =s:�.a�" '° � %� ,. 11"�`.*rN�1 ones 4111 12212 �# S ter , rgg""y��,'' tz 4* F'F �,.� � �, w� 3fPs�F...:A...�ti.Ya.A-.F. __ � Rooms (ex 128), 142 � x��'�h ���- � max _ Roo�os OO���Q1ru�202�Co le eyrp�1�o�atiW „tr4.,.xw,_�'�r 5E2��,u�1.,� �..,r^Y��3c:� r�' �s�r�`a5�',i3t?a�a?A.*��. Rooms 203 220 Paint and repaper with Vinyl Wallcovering (ex , ', ��,!s.� Rooms 226, 227, 228, to it to of itofJit 229 2j 232 Qom 33 134,�23;6 boM I. oia ��Y' 237, 238 1st Floor Courtyard Rooms 303,309, 311, Paint and repaper with Vinyl Wallcovering 315, 325 1 st Floor Back Bldg. Paint and repaper with Vinyl Wallcovering Rooms 302, 304, 305, 306, 307, 308, 310, 312, 314, 316, 318, 320, 322, 324 2nd Floor Back Bldg. Rooms 402, 404, 405,Paint and repaper with Vinyl.WallcovermMWNW. _ 406, 407, 408, 4091III Wift- =nati01 410, 411, 412, 414, across the existing sliders. 415, 416, 417, 418, (410 and 421 are not ours however) 419, 421, 423, 425 Rooms 420, 422, 423 Paint and repaper with Vinyl Wall covering, and add railing to bring to height code Rooms 132, 133, 134, 135, 136, 137, 138, 139, 140, 141, 143, and 144 are not being touched in any manner, as they were refurbished by Remmington prior to the sale. MR I t. S _ I am in the process of setting up meeting's with Terry Luff(Architect), Varnum Philbrook and various local contractors. My question to you is........... "What is the next step in getting us open?" Awaiting your input on where to proceed. MARK LAWRENCE �I PHILBROOK ENGINEERING FIELD REPORTMORKSHEET Project No: 107 BEACH STREET �DEHHmA� Sheet No:�_of 3 -soB3es.BeBz MEMO FOR RECORD: 9 June 1999 • Subject: Framing Inspection of Exterior 'Decks - 9 JUN 99 for 300-400 Block of Rooms (Rear Building) Location: Hyannis HarborView Resort Hotel Project No: ' P95-04 Barnstable, MA DESIGN/CONSTRUCTION REVIEW CRITERIA: 1. All the exterior. decks to include the exterior steps, landings and the courtyard pool deck were checked during this inspection. As noted original design work was conducted in 1995 to provide a plan to refurbish these structures. Although a large portion of the de- sign work was carried out there are shortcomings which must be ad- goo dressed. "Summarizing the original design work, double and triple ... 2"x 6" flush floor beams were to run in cantilever over girt beams. WWw These beams were to be supported on sono-tubes. 411x 4" posts were ... to sit on the ends of the floor beams. These 411x 4" posts were to run continuous thru the 2nd story box and terminate at the hand- rails. The top railings were to be continuous members mitred at the outside corners. Railings were to consist of 1-1/2" ballister a stock set in 2"x 4" top & bottom sub-rails. This construction us- ing continuous 4"x 4" posts and 2"x 6" handrails coupled to bolted a box ledgers provides lateral stability and prevents deck sidesway. z 2. General Condition Notes: Overall the frames are properly assembled but the handrail work lacks detail and workmanship. Concrete sono-_ tubes are all installed and no evidence of settling was observed. Some of the decks appear to have excessive pitch but the upper ones • are level so this pitch was intentional. The upper railings were originally installed at 36" but were raised to 42" . They are still rigid but the fill-in sub rail, an after-thought is a weak link and is a re-occurring problem. All the' stock is PT SYP and some of it exhibits a several known characteristics of SYP excessive warping and splintering along the long grain. Sanding, planning and/or re- placement may be required for some of these components to provide a smooth, safe surface. For the handrails this will. not be a problem as some of them must be replaced because their ballister spacings exceed the maximum 4" allowed by Para. 1021.3 of the Building .Code. Although the PT SYP is basically rot resistant the wood surfaces need to be protected. After surface finishing they all need a-good w/ a quality clear (or staining) preservative treatment. This will help prevent UV degradation and reduce long-grain splitting. 3. Specific Work Notes (by unit structure) : 301-303 Handrails OK, Add blocks to kick rail and ballistrade 401-403 Companion 1/21'x 5" lag bolts to the undersized 1/4" lags Finish nailing-off outside upper box member Add 3/8"x 4-1/2" lag bolt thru. upper box into 41'x 4" post Add a Simpson LUS26-2 hanger to outside end of the the lower center floor beam (against outside box) Add a pair of Simpson A35 anchors to the inside end of the lower center floor beam (against house ledger) 302 Re-build- outside landing step. Set new 21'x 12" stringers 402 @ 24" o/c. Max. rise = 711, Min run (tread) = 11" & Upper Handrail OK, Add blocks to kick rails • Steps Replace the outside upper box member, re-nail assembly Add 3/8"x 4-1/2" lag bolt thru upper box into 41'x 4" post Replace the lower Handrail (old railing smashed) Add a Simpson LUS26-3 hanger to outside end of the the lower center floor beam (against outside box) P82-FRW-7 r -i 1• 1 A r, 5 r a c ^ ? Li F , k • R• PHILBROOK p9 :0 l A)ENGINEERING FIELD REPORTMORKSHEET Project No: _ ..1 107 BEACH STREET oEM, mA o2M Sheet No: Z of 3 MEMO FOR RECORD: 9 June 1999 Subject: Framing Inspection of Exterior Decks - 9 JUN 99 304-305 Upper Handrail OK, Replace lower kick rail and add blocks 404-405 Finish nailing-off outside upper box member Add 3/8"x 4-1/2" lag bolt thru upper box into 4"x 4" post Repair the lower Handrail and add blocks Add a Simpson LUS26-3 hanger toloutside end of the the lower center floor beam (against outside box) Add a pair of Simpson A35 anchors to the inside end of the lower center floor beam (against. house ledger) 306-307 Handrails OK, Add blocks to kick rail and ballistrade <<< 406-407 Finish nailing-off .outside upper box member 000 Add 3/8"x 4-1/2" lag bolt thru upper box into 41'x 4" post Add a Simpson LUS26-3 hanger to outside end of the the lower center floor beam (against outside box) goo Add a pair of Simpson A35 anchors to the inside end of _dam the lower center floor beam (against house ledger) 308 Upper Handrail OK, Replace lower kick rail and add blocks 408 Add 3/8"x 4-1/2" lag bolt thru upper box into 41'x 4" post Replace the lower Handrail (old railing broken) i Replace outside bottom decking board (badly distressed) Add a pair of Simpson A35 anchors to the outside ends of the lower box beam'corners (behind box) 310-312 Upper Handrail OK, Replace lower kick rail and add blocks 410-412 Finish nailing-off outside upper box member • Add 3/8"x 4-1/2" lag bolt thru upper box into 4"x 4" post `Replace the lower Handrail (old railing broken) Add a Simpson LUS26-3 hanger to outside end of the the lower center floor beam (against outside box) Add a pair of Simpson A35 anchors to the inside end of the lower center floor beam (against house ledger) 314-316 Upper Handrail OK, Replace lower kick rail and add blocks 414-416 Finish nailing-orr outside upper box member Add 3/8"x 4-1/2" lag bolt thru upper box into 4"x 4" post Repair the lower Handrail and add blocks Replace outside bottom decking board (badly distressed) Add a pair of Simpson A35 anchors to the outside ends of the lower box beam corners (behind box) 318-320 Upper Handrail OK, Replace lower kick rail and add blocks 418-420 Repair Right Post - shear crack at seat cut. Force glue into joint and clamp/screw shut w/ 3 rows of 3"-#12 screws spaced 4" o/c starting 2" below the cut Add 3/8"x 4-1/.2" lag bolt thru upper box into 41'x 4" post Repair the lower Handrail and add blocks Add a Simpson LUS26-2 hanger to outside end of the the lower center floor beam (against outside box) Add a pair of Simpson A35 anchors to the inside end of the- lower center floor beam (against house ledger) , 322 Upper Handrail OK, Replace lower kick rail and add blocks 422 Add 3/8"x 4-1/2" lag bolt thru upper box into 41'x_ 4" post • Lower Handrail OK, Add blocks to ballistrade P82-FRW-7 :e -6 f.- � .• ,� r Y e�, ( ,a.. �l '.t.• { :7 i �' fit r'� , ,1 ` , �1 .` L r •a a • '—y } r\ r ZPHILBROOK F9 —01 ENGINEERING FIELD REPORTMORKSHEET Project No: ,oN ate„ oeNHM ruozsae Sheet No: of MEMO FOR RECORD: 9 June 1999 • Subject: Framing Inspection of Exterior Decks - 9 JUN 99 324 Upper Handrail OK, Replace lower kick rail and add blocks 424 Add 1/2"x 5" lag bolts in ledger to maintain 24" o/c space Add 3/8"x 4-1/2" lag bolt thru upper box into 411x 4" post Need 2 3/.8" lags in this center post, split box beam Lower Handrail OK, Add blocks to ballistrade Add a Simpson LUS26-3 hanger to outside end of the the lower center floor beam (against outside box) Add a pair of Simpson A35 anchors to the inside end of the lower center floor beam (against house ledger) Pool Add 411x 4" support posts on 10" dia. sono-tubes mid-span aoo Deck of the 2/2"x 8" girt beams & Add Simpson LUS26 joist hangers to floor joist @ girts ... Steps Check rise of stairs to deck; maximum to be 7" 000 309 Rebuild both Handrails, open spaces exceed 4" 409 Add 3/8"x 4-1/2" lag bolt thru upper box into 41'x 4" post 1 311-315 Rebuild both Handrails, open spaces exceed 4" Qo 411-415 Add 1/2"x 5" lag bolts in ledger to maintain 24" o/c space a Add 3/8"x 4-1/2" lag bolt thru upper box into 4"x 4" post Z Add a Simpson LUS26-3 hanger to outside end of the the lower center floor beam (against outside box) Add a pair of Simpson A35 anchors to the inside end of the lower center floor beam (against house ledger) • 317-319 Replace outside steps/landing. Set new 211x 12" stringers 417-419 @ 24" o/c. Max. rise = 711 , Min. run (tread) = 11 A & minimum 44" square landing is needed outside this door Step The unit deck is reverse framed Rebuild both Handrails, .open spaces exceed 4" Finish nailing-off outside end upper box members Add 3/8"x 4-1/2"- lag bolt thru upper box into 411x 4" post 321 Re-build outside landing steps. Set new 21'x 12" stringers 421 @ 24" o/c. Max. rise = 711 , Min run (tread) = 11" . Add & center support. Replace Handrails, improperly fastened Steps The unit deck is reverse framed Rebuild both Handrails, open spaces exceed 4" Add a second 1/2"x 5" lag bolts in ledger at load points Add a 1/2"x 8" lag bolts in angled ledger at load points Add Simpson A35 anchors at outside top corners of deck Add Simpson LUSSZb-Z 4bV skew angle hangers at box 323-325 Rebuild both Handrails, open .spaces exceed 4" 423-425 Add 1/2"x 5" lag bolts in ledger to maintain 24" o/c space Finish nailing-off outside upper box member 'Add 3/8"x 4-1/2" lag bolt thru upper box into 411x 4" post Add a Simpson LUS26-3 hanger to outside end of the the lower center floor-beam (against outside box) Add a pair of Simpson A35 anchors to the inside end of the lower center floor beam (against house ledger) 4. O ce work begins if hidden conditions reveal damaged items than re- must be made. These will be inspected and noted as required. Fo0K 0, ��/JnirM��-rmruvL Z ' PN��0' yJcp - T. VARNUM PHILBROOK, P.E. G1� P82-FRW-7 t 1 r ti• � e - 7 $ 1 •4 fT 1 r t _ i 14 l• f + 1 R° t, i L`J y;l _ 7 _ 7� r 4 Ixx�a.l�ur�p/si�I 51A Les/jam lacL�SrRr� to t-- O N �� t0 N N N ICE ODOR(COOL to WHIRLP M A' i cl 0 Y�NJ lad co OMO r r r r .` r r v r r r 124 r 105 125 104 M"S AS 126 103 127 102 P 120 aa0� 101 p K 129 144 130 143 131 •132 141 133 140 130 AMP Harbor iew ��• �� aESORTHOTEL tooa.. wag v o 0 0 0 o �. Cq lw 11113, co O N .t J�iIBS v •, .r .� v v •� •r .r v v .Ni v O O N N t�f cr�yy tn 207 g of o N N N N N N N N `� N N N N 225 206 226 205 9tfhPS S�Ai�g 227 204 220 203 5ipr�5 230 231 232 I . y`pFIHE Tp The Town of Barnstable - of O* BA MASS-LE. • Department of Health Safety and Environmental Services MASS. P �1 '.. tbsq' ,0� �FDMP'�a Building Division f 367 Main Street,Hyannis, MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 s Building Commissioner Inspection Correction Notice Type of Inspection ,4„n. A 0( j Location Permit Number v p f Owner tk A ,'� y(hj„, U J A 1A) Builder One notice to remain on jobsite, one notice on file in Building Department. The following items need correcting: r 1 Please call: 508,-790-6227 tfor re—inspection. Inspected by , Date �}g r 5fArg lacz�StAr O O p to ti O N_ t0 aD N N N O "O O M l7 N O N W N N N to P. m r• !7 {y�� �` @) l9 WVURLP 1. P' �`7 C* l'9 l9 Pj r A O N 24 '104 120' J103 Q 127 102; P 211 t � 1130 14,31 132 1140 a1 ' • Xig �igrP Har mew M 1 RESORTNOTEL lt7OewArl ►w0�01 e .N •d� M t6 1� oo O N tf to m O N it SUES ' Y `oQ' V r. w �+ cm �' Q •P 'yt �0' •? yt 'N 'f' � .,.. N !9 � co %N N N N N N N N 206 22011 . n05 I b rZ 9tthP5 � 204 NS I V, 2031 229 SfRrt�S fog, R0 231• iRF o 3u1- a cv'7 4/8/99 4:39:06 AM Town of Barnstable Page No: 1091 . Listing by Road. Name s OCEAN STREET Hyannis OCEAN STREET s House Number Map Parcel Developers Lot Owner Name 0 324042 BARNSTABLE,TOWN OF(MUN) 0 325162 BARNSTABLE,TOWN OF(CON) 0 327261 BARNSTABLE,TOWN OF(MUN) 10 327107 HANNEY,WILLIAM,J TRS 30 327101 PCL A BARNSTABLE,TOWN OF(MUN) 33 327110 NOYES,TERRI L I 36 327109 SCUDDER,RICHARD M& Ij 46 327263 NEW ENGLAND TEL&TEL CO , ? 49 326025 NEW ENGLAND TEL&TEL CO 50 327264 MIHOS,CHRISTY&JAMES TRS 63 326024 PCL C DRANETZ,MARSHALL I 67 326023 B HYANNIS AREA ECON DEV CORP j 79 325032 HIDDEN HARBOR CONDO ASSOC 101 326046 RODERICK,FRANCIS J 111 326045 RUSHER,RUTH M 119 3260440OG LONG,JAMES J JR&LILLIAN F 119 32604400M GISMONDI,ALFRED F& 119 32604400L ZARTARIAN,JOHN C&MAXINE 119 32604400K DUQUETTE,DONALD D 119 326044001 ALKON,BERTRAM TRS 119 3260440ON BADRIGIAN,BRIAN C 119 32604400H MILES,MARTHA D i 119 32604400Q SENTRY FEDERAL SAVINGS BANK 119 3260440OF LONG,JAMES J JR&LILLIAN 119 32604400E SPECK,MORTON i 119 32604400D KLEINAS,DAIVA R 119 32604400C VILLA,ALBINO JOHN& 119 32604400B JOHNSON,ROBERT K TR& 119 326044001 KOMENDA,JEFFREY F TRS 119 32604400A ROZENE,ROBERT F 119 32604400P RYDER,ROBERT B 119 3260440OR KELLY,ELSIE S 119 32604400S DUQUETTE,DONALD ET ALS TRS 119 326044000 FOSTER,KENNETH H& 120 326065 DOANE,MARY ANN TRUSTEE 131 326043 CAPE HOLIDAY MOTEL INC j 134 326066 HYANNIS HARBOR TOURS 138 326067 HYANNIS HARBOR TOURS INC 149 326042 HAWTHORNE PROPERTIES i 159 326039 3 WHYTE,JAMES TR 165 326038 2&6&4 ATSALIS,KATINA K 175 326037 SHORE,JOSEPH J 180 326068 BARNSTABLE,TOWN OF(REC) 213 32603SOBS HYANNIS HARBORVIEW HOTEL LTD P 213 3260350BX HYANNIS HARBORVIEW HOTEL LTD P i 213 326035OCK HYANNIS HARBORVIEW HOTEL LTD P 213 326035OBW HYANNIS HARBORVIEW HOTEL LTD P 213 3260350CR HYANNIS HARBORVIEW HOTEL LTD P 213 326035OBV FEDERAL DEP INC CORP&KEEZER 213 3260350CL HYANNIS HARBORVIEW HOTEL LTD P 213 326035OBT HYANNIS HARBORVIEW HOTEL LTD P I j 213 3260350BY HYANNIS HARBORVIEW HOTEL LTD P 1 213 3260350BR HYANNIS HARBORVIEW HOTEL LTD P - 1 r 4/8/99 4:39:06 AM Town of Barnstable Page No: 1091 Listing by-Road-Name OCEAN STREET Hyannis 213 3260350BQ HYANNIS HARBORVIEW HOTEL LTD P 213 3260350BP FEDERAL DEP INS CORP&KEEZER 20 t- ;'` ''3260350BO HYANNIS HARBORVIEW HOTEL LTD P 213 326035OBN HYANNIS HARBORVIEW HOTEL LTD P 213 3260350BM HYANNIS HARBORVIEW HOTEL LTD P — 213 3260350BL• HYANNIS HARBORVIEW HOTEL LTD P 213 3260350BK- HYANNIS HARBORVIEW HOTEL LTD P 213 3260350BU HYANNIS HARBORVIEW HOTEL LTD P 213 3260350CI' HYANNIS HARBORVIEW HOTEL LTD P 213 3260350AS HYANNIS HARBORVIEW HOTEL LTD P 213 3260350CM HYANNIS HARBORVIEW HOTEL LTD P 213 3260350BJ- HYANNIS HARBORVIEW HOTEL LTD P 213 326035OCN HYANNIS HARBORVIEW HOTEL LTD P 213 326035000 HYANNIS HARBORVIEW HOTEL LTD P 213 3260350CQ HYANNIS HARBORVIEW HOTEL LTD P 213 3260350CJ HYANNIS HARBORVIEW HOTEL LTD P 213 3260350BZ FEDERAL DEP INS CORP&KEEZER 213 3260350CH - HYANNIS HARBORVIEW HOTEL LTD P 213 3260350CG HYANNIS HARBORVIEW HOTEL LTD P 213 3260350CF HYANNIS HARBORVIEW HOTEL LTD P 213 3260350CE HYANNIS HARBORVIEW HOTEL LTD P 213 3260350CD LONG,JAMES J R&LILLIAN F 213 326035OCC HYANNIS HARBORVIEW HOTEL LTD P 213 3260350CB HYANNIS HARBORVIEW HOTEL LTD P 213 3260350CA HYANNIS HARBORVIEW HOTEL LTD P a: 213 3260350CP HYANNIS HARBORVIEW HOTEL LTD P 213 32603500M HYANNIS HARBORVIEW HOTEL LTD P 213 3260350AU HYANNIS HARBORVIEW HOTEL LTD 213 3260350AL HYANNIS HARBORVIEW HOTEL LTD P 213 326035OAK HYANNIS HARBORVIEW HOTEL LTD P 213 >3260350AJ HYANNIS HARBORVIEW HOTEL LTD P v- 213 3260350AI HYANNIS HARBORVIEW HOTEL LTD P 213 3260350AN HYANNIS HARBORVIEW HOTEL LTD P 213 3260350AG '- HYANNIS HARBORVIEW HOTEL LTD P 213 3260350A0 HYANNIS HARBORVIEW HOTEL LTD P 213 3260350CS FEDERAL DEP INS CORP&KEEZER 2t3 3260350AF HYANNIS HARBORVIEW HOTEL LTD P 213 3260350AE HYANNIS HARBORVIEW HOTEL LTD P 213 3260350AD HYANNIS HARBORVIEW HOTEL LTD P 213 3260350AC HYANNIS HARBORVIEW HOTEL LTD P 213 3260350AR HYANNIS HARBORVIEW HOTEL LTD P 213 3260350AA FEDERAL DEP INS CORP&KEEZER 213 326035 HYANNIS MA HOTEL LTD PRTSHP 213 3260350AH HYANNIS HARBORVIEW HOTEL LTD P 213 3260350AZ HYANNIS HARBORVIEW HOTEL LTD P 213 •326035013H FEDERAL DEP INS CORP&KEEZER { 213 3260350BG HYANNIS HARBORVIEW HOTEL LTD P 213 326035OBF — HYANNIS HARBORVIEW HOTEL LTD P x 213 3260350BE HYANNIS HARBORVIEW HOTEL LTD P 213 326035OBD HYANNIS HARBORVIEW HOTEL LTD P 213 326035OBC HYANNIS HARBORVIEW HOTEL LTD P 213 3260350AM. HYANNIS HARBORVIEW HOTEL LTD P 213! 3260350BA HYANNIS HARBORVIEW HOTEL LTD P ' 213 = 3260350BI`. HYANNIS HARBORVIEW HOTEL LTD P 213 3260350AY HYANNIS HARBORVIEW HOTEL LTD P 213 3260330AX' HYANNIS HARBORVIEW HOTEL LTD P , ifs PHILBROOK f45-a`1 ENGINEERING FIELD REPORTMORKSHEET Project No: DENMMA Sheet No: i of 2— HMO FOR RECORD: 22 June 1999 Subject: Fire & Egress Inspection - 21 JUN 99 for 101-105 & 203-207 Block of Rooms (Left or 'Office Wing) for 124-144 & 225-232 Block of Rooms (Right or Pool Wing) .Location: Hyannis HarborView Resort Hotel Project No: P95-04 Barnstable, MA DESIGN/CONSTRUCTION REVIEW CRITERIA: 1. The following -items address life/safety and egress for use of the rooms and common areas noted (see attached map) . Work here will concentrate on getting sections of rooms on-line that need no real «< structural or construction modifications. ooa NNN 2. General Conditions Notes: The frame,, foundations and outside decks _= are OR (w/ the exception of 2 cut joists - see note below) . Work moo here concentrates on clear egress paths, exit & emergency lighting along w/ fire-stopping. Exposed electrical work was also noted. 3. Specific Work Notes (by affected area) : Office/Employee Areas beneath Rooms 101-207 • Install a separation wall beside a sewer line that bisects one e of the employee areas. Provide separate egress travel routes away from this area. Note that the area serves less than 50 occupants, is used -as B(business) office/employee area and that total travel distance to an exit (either way) is less than 75 ft. An access companionway is permitted beneath the piping for mech- anical and tradework • Cut-thru Floor Joist (@ tub waste) - This is a very re-occuring 1 item. Spring the cut ends of floor joist level and install either a companion 211x 8" floor joist or a pair of sistered 3/4"x 7-1/2"x 48" gusset.plates centered on the- cut. Glue/nail the assembly • Cover open a ectrica oxS es"and rep ace an el ectrical_.panel�cover • Repair cracks (holes) in ceiling w/ matching 5/8" GWB & fire-tape • Remove 1 door and reverse a 2nd door below room 101 to exit Insta 1 missing exit&-emergerTcv light packs • Install key lock on equipment room doors operable from inside • Pipe rizers and chases need to be fire-stopped at the floor level Open Decks & Exitway Areas Adjacent to Roomsol0�'- 1-2 -577 • Install missing exit & emergency light ack� s �- • Ins a1-1 exi,: emergen_ igfits �►-glass-e�iclose�tair-atr over o� en e''wctrica1- xe nd rep ace an elect=ic'aT�pane co-ve', • Nail off loose and uneven wood decking._ Ins arl handrail on stair _*e,1 at-re of o_r_1ce_.(by oo _2.03) • Repair cracks (holes) -in ceiling w/ matching 5/8" GWB & fire-tape Old Conference, 'Bathroom, Eq pmant Areas beneath Rooms 124-232 • _Cover-open•-electrical--boxes--and��p.lace_an_elactricA!::V nel-co • Repair cracks (holes) in ceiling w/ matching 5/8" GWB & fire-tape • Install key lock on equipment room doors operable from inside 0 Pipe rizers and chases need to be fire-stopped at the floor level Open Decks & Exitway Areas Adjacent to Rooms Inirstall m�i ssing' a _.emergency °fight packs Ins a `1 exi&-emerges li:hg;' s iglassenclo-sed stai:ar atri o -sec rt ical boxes an-d repl.aice-an-electrical paneEC45 er % Nail off loose and uneven wood decking Repair cracks (holes) in ceiling w/ matching 5/8" GWB & fire-tape P82-FRW-7 I i PHILBROOK $•0 y ENGINEERING FIELD REPORTIWORKSHEET Project No: CH STREET Sheet No: 2 of 2- MEMO FOR RECORD: 22 June 1999 -`� Subject: Fire � Egress Inspection - 21 JUN 99 4. Again, as work begins if hidden conditions reveal damaged items than repairs must be made. Further for this work, from any room 2 means of egress w/ a lighted pathway to an open ground area are required. All stairways and decking are to be lighted and be trip hazard free. This work and the walkways will be checked. Fire Department and the Alarm System Co. will also conduct inspections. Their work is to be signed off in conjunction w/ the above items prior to sign-off for occupancy by the Engineer of Record. 000 � vq cs� T. VARNUM PHILBROOK, P.E. WWW Philbrook Engineering i/=iNN goo p9$-a y 1 Inclosure: Site Map w/ Unit Numbers OF T. VARNUM, o QN1�.9ROOK v 2 1 U y M No. 3 -Al6F90 9EQSTER��,��c``� FSSlpNAL P82-FRW-7 Braman 0 u.s.cos IAGE &White, LLC. JUI29'99 '!� Q 0.3 3 i 272 Valley Road � Middletown,RI 02842-5238 R H METER S 9 9 9 9'?' ..Town of Barnstable 367 Main St . Hyannis, MA 02601 C/ 111"„ Id,Ih,1111„„1113111111„1 I I IA I 1111 I11 I I III11I II j 13ii tj! �ii�Fi i44!! t=11sS � i� i } � life 44 ii 1� # � ' az#� 'r:f . ��` %:_ a - ,r JUL-29-1999 THU 09: 16 AM BEACON MUTUAL INS FAX NO. 4018864462 P, 01 FAIRFIELD INSURANCE COMPANY Z 99 BMIC Service Corp. (� 1600 Division Road f Wiest Warwick, RI 02893-2366 1 CERTIFICATE OF WORKERS'COMPENSATION AND EMPLOYERS' LIABILITY INSURANCE FCERTIFICATE HOLDER F INSURED Harborvlew Hotel Investors,LLC Harborvlew Hotel Investors,LLC 213 Ocean Street do Bellevue Properties,Inc _One Bellevue Avenue Hyannis,MA 02601 Newport,RI 02840 This certificate is issued as a matter of information only and confers no rights upon the certificate holder. This ccrtificato does not amend,extend or alter the coverage afforded by the policy below. This is to certify that 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 terms,exclusions,and conditions of such policies. % `:; lip 4filnsuraitc�', ;;5" :Poticyi;Nuntber'; !! PGilley^t"ifecve Date Policy Expiration Date .LIMITS OF LIABILITY , (MM/DD/YYYY) (MM/DDn"Y) Workers'Componsation FWC0000216 03/03/1999 03/03/2000 Statutory benefits required by the Workers' / Compensation Law of:MA f And Employer's Liability 500 Each accident 500 Policy Limit by disease 500 Each employee by disease Description of operation/location vTP m'T'R4r," ;4• 1'^--. -dsr CANCELLATION' •T'�-.l"74,,.•.,r.,. ,.,_ ._ ,.- -•---^-"- -" --• ,-•__'-- Should the above policy be cancelled before the expiration date thereof,Fairfield Insurance Company will mail 10 days written notice to the certificate holder named herein by regular mail. AulharlYed RCprosentative i� Dale Issued(MM/DD/YYYY) 0712911999 BROKER OF RECORD Braman&Whit}LLC ; 272 Valley Road ' Middletown,RI 02842 CERTIFICATE HOLDER i C e_- ct JUN-16-99 WED 03 :23 PM OLDE CAPE COD I.NSUR►^aNCE 5097753821 P. 01 r Cape C, '•'•� Telephone:(Area Code 508) 771�-3300 435 Nlair�St. �Iyetnnis,e'VIA OZ601 * ,..�"'"'.',' :.� �- p ..A �. A June 16, 1999 Town of .Barnstable South St Hyannis, MA. 02601 Please be advised that the below employer has applied for Workers' Compensation insurance to the Workers' Compensation Rating & Inspection Bureau (Assigned. Risk) with Coverage to be effective when application is received by them. When an insurance company is assigned, the company will have to issue the Certificate of Insurance as proof of Insurance. If any questions, please do riot hesitate to give us a call . Thank you, NAME & ADDRESS OF EMPLOYEER Greg Springer & Richard Barter DBA Prime Construction P 0 Box 117, Hyannis, NIA 02601 i PU® aon�'s'�µ' INSURANCE Massachusetts Toll Free.1-800-439-2027 Fax(Wrea Code 508)775-3821 acEhzs 6/i7/gg A,5 - w� �� /�ssu.vrw � Pr 5pa�Jsr6rl, 77 f}S COFJS77Z-Ocq-r u p--,vV(L A�(— N�AAJAJIS WJ44494V'1�70 /QS 5'0,J AS JUN-23-99 WED 10:41 AM OLDE CAPE COD INSURANCE 5087753821 P. 01 Cape � o 435Main St. Ilyanuis,MA02601 * ,- = * Telephone:(Area Code 509)771-3,700 cl, cc c AgO June 23, 1999 Harborview Hotel Investors Inc LLC 213 Ocean St. Hyannis, MA 02601 RE: Greg Springer & Richard Barter DBA Prime Construction P 0 Box 117, Hyannis, MA Please be advised that the above employer has applied for Workers' Compensation Insurance to the workers' Compensation. Rating & Inspection Bureau (Assigned Risk) . The application has been received at the Bureau and is to be effective 6/22/99. when an insurance company is assigned, the company will have to issue the Certificate of Insurance- as proof of Insurance. If any questions, please do not hesitate to give us a call. Thank you, Mary rennan I I terms Massaebusells'M/Free 1-800-439-2027 Fax(,Brea Code 508)775-3821 ar.SE�►+n"" !. y - - �,,✓!tC Z/IO�II7/IYI.O�12[!/ECLGCfL d�✓(/(,pgd2Cft[CJP.C� . DEPARTMENT OF PUBLIC SAFETY CONSTRUCTION SUPERVISOR LICENSE Number Expires: Restricted Tv to GREG A SPRINGER Ltd 493 ST RNDREWS BLVD NAPLES, FL 33962 i. )9 4:39:07 AM Town of Barnstable Page No: 1093 Listing by Road Name OCEAN STREET Hyannis 213 3260350AW HYANNIS HARBORVIEW HOTEL LTD P 213 3260350AV HYANNIS HARBORVIEW HOTEL LTD P 213 :3260350AT HYANNIS HARBORVIEW HOTEL LTD P 213 3260350AR HYANNIS HARBORVIEW HOTEL LTD P 213 326035OAQ HYANNIS HARBORVIEW HOTEL LTD P 213 3260350AP HYANNIS HARBORVIEW HOTEL LTD P 213 326035OBB FEDERAL DEP INS CORP&KEEZER 213 32603500C HYANNIS HARBORVIEW HOTEL LTD P 213 326035001 HYANNIS HARBORVIEW HOTEL LTD P 213 3260350EA HYANNIS HARBORVIEW HOTEL LTD P 213" . 3260350OG HYANNIS HARBORVIEW HOTEL LTD P 213 3260350OF HYANNIS HARBORVIEW HOTEL LTD P 213 3260350ED HYANNIS HARBORVIEW HOTEL LTD P 213 32603500D HYANNIS HARBORVIEW HOTEL LTD P 213 326035001 HYANNIS HARBORVIEW HOTEL LTD P 213 32603500B FEDERAL DEP INC CORP&KEEZER 213 32603500A FEDERAL DEP INS CORP&KEEZER . 213 3260350EG HYANNIS HARBORVIEW HOTEL LTD P 213 3260350EE HYANNIS HARBORVIEW HOTEL LTD P 213 3260350OZ HYANNIS HARBORVIEW HOTEL LTD P d�� 213 3260350EC HYANNIS HARBORVIEW HOTEL LTD P 213 3260350EB HYANNIS HARBORVIEW HOTEL LTD P 213 32603500E HYANNIS HARBORVIEW HOTEL LTD P 213 3260350OU HYANNIS HARBORVIEW HOTEL LTD P 213 326035OCT HYANNIS HARBORVIEW HOTEL LTD P 213 32603500K HYANNIS HARBORVIEW HOTEL LTD P 213 32603500Y HYANNIS HARBORVIEW HOTEL LTD P 213 3260350OX HYANNIS HARBORVIEW HOTEL LTD P k i 213 32603500H HYANNIS HARBORVIEW HOTEL LTD P c 213 32603500V HYANNIS HARBORVIEW HOTEL LTD P 213 32603500L HYANNIS HARBORVIEW HOTEL LTD P 213 32603500T HYANNIS HARBORVIEW HOTEL LTD P i � 213 32603500E HYANNIS HARBORVIEW HOTEL LTD P '!j 213 3260350OR HYANNIS HARBORVIEW HOTEL LTD P j 213 32603500Q HYANNIS HARBORVIEW HOTEL LTD P 213 32603500P HYANNIS HARBORVIEW HOTEL LTD P 213 326035000 HYANNIS HARBORVIEW HOTEL LTD P 213 3260350ON HYANNIS HARBORVIEW HOTEL LTD P 213 3260350OW HYANNIS HARBORVIEW HOTEL LTD P 213 3260350DB FEDERAL DEP INS CORP&KEEZER 213 3260350DZ HYANNIS HARBORVIEW HOTEL LTD P 213 326035ODG HYANNIS HARBORVIEW HOTEL LTD P 213 3260350EF HYANNIS HARBORVIEW HOTEL LTD P 213 326035ODF HYANNIS HARBORVIEW HOTEL LTD P 213 3260350DE HYANNIS HARBORVIEW HOTEL LTD P 213 3260350DI HYANNIS HARBORVIEW HOTEL LTD P 213 326035ODC HYANNIS HARBORVIEW HOTEL LTD P 213 326035ODH HYANNIS HARBORVIEW HOTEL LTD P 213 3260350DA HYANNIS HARBORVIEW HOTEL LTD P 213 326035OCZ HYANNIS MA HOTEL LTD PRTSHP 213 3260350CY HYANNIS HARBORVIEW HOTEL LTD P 213 3260350CX HYANNIS HARBORVIEW HOTEL LTD Y 213 3260350CW FEDERAL DEP INS CORP&KEEZER " 213 3260350CV HYANNIS HARBORVIEW HOTEL LTD P 213 3260350CU HCD RESORT ENTERPRISES INC . 213 326035ODD FEDERAL DEP INS CORP&KEEZER 4/8/99 4:39:08 AM Town of Barnstable- ' Page No: 1094 Listing by Road Name OCEAN STREET Hyannis 213 3260350DU HYANNIS HARBORVIEW HOTEL LTD P $. 213 326035ODY HYANNIS HARBORVIEW HOTEL LTD P 213 "" `3260350DX HYANNIS HARBORVIEW HOTEL LTD P 213 3260350DW HYANNIS HARBORVIEW HOTEL LTD P 213 3260350DV HYANNIS HARBORVIEW HOTEL LTD P ' 213 3260350DJ HYANNIS HARBORVIEW HOTEL LTD P 213 326035ODT FEDERAL DEP INS CORP&KEEZER s 213 326035ODS HYANNIS HARBORVIEW HOTEL LTD P 213 3260350DR HYANNIS HARBORVIEW HOTEL LTD P 213 3260350DQ HYANNIS HARBORVIEW HOTEL LTD P 213 3260350DP HYANNIS HARBORVIEW HOTEL LTD P 213 3260350DO HYANNIS HARBORVIEW HOTEL LTD P 213 r 326035ODN HYANNIS HARBORVIEW HOTEL LTD P 213 326035ODM HYANNIS HARBORVIEW HOTEL LTD P 213 3260350DL-- HYANNIS HARBORVIEW HOTEL LTDP 213 326035ODK FDIC OF BOSTON;KEEZER,ROBERT 220 326070 HYANNIS HARBOR TOURS 230 326069 D-5 LC 12953—F BUCKLEY,DONALD J TR 235 326034 TRAVIS,ROGER E& 242 326107 D-2 ATSALIS,JOHN K 247 325027 HYANNIS HARBOR TOURS �a 255 - 325026001 4 ANESTIS,JAMES&JOYCE & 260 325042 HYANNIS HARBOR TOURS INC 261 325025001 3+5UNM ANESTIS,NICHOLAS '£ 266 325043 D6 D7 D8&D9 HYANNIS HARBOR TOURS INC 271 325024 KANAPICKI,FRANK J JR 275 325023 GREER,WILLIAM W - 276 325044 MARISCAL,CARLOS I 279 325173 MILLER,HAROLD L 281 325022 FOPPIANO,JOSEPH W f' 287 325032C04 ANDERSON,RICHARD C f 287 325032C01 NOONAN,MICHAEL J&RUTH C 287 325032D02 PERILLO,DAVID J&KAREN M 287 3250321304- DWYER,WILLIAM C&ELAINE E 287 325032CO2 ' FARRISH,ANNIE B Fi 287 325032CO3 JAP REAL ESTATE FAMILY LP It 287 325032DOI MCGOWAN,JOHN R 287 325032AOI COLOMBO,DAVID L a 287 3250321301 ROBERTSON,WILLIAM M TRS 287 3250321303 GALONEK,EDWARD A 287 3250321302 DOUCETTE,RONALD T& 287 325032DO3 SHIEL,JENNIFER J ; 288 325045 1 WOLCOTT,DANNI D { 292 325046 BARNSTABLE;TOWN OF(MUN) 294 325048 4 CLARK,EDWARD T& 296 325049 3 ROLFE,MICHAEL C 298 325050 FINNEGAN,PAUL N f' 302 325051 ATSALIS;"HELEN K& 310 325052001 1 BIANCO,JOSEPH V SR&BIANCO, 311 325020 PARKS,STEPHEN H ` r 314 325052002- 2 BIANCO,PAUL V&NICOLE A TR 319 325019 GEORGE,STEPHEN ROBERT& ti 320 325053002 2 HYANNIS YACHT CLUB INCF 324 325053001:• 1 FINDLAY,`HUGH C } .f 327 325018_r^ EMRICK;ROBERT&MINDY& 331 325182'< ? _; i EMRICK,ROBERT&MINDY& f r Coo Hui` ,;�Kp}re • Re ; rT tJpR�FOhIS��ti�'LS,;_MA 02648 �> . " y ISSUE DATE(MM/DD/YY) a1;'liaP® CERTIFICATE OF INSURANCE X16/1.5/99 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS OCEANSIDE INS AGENCY, INC NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND, P.O. BOX 2906 EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW HYANNIS, MA 02601 COMPANIES AFFORDING COVERAGE COMPANY A HINGHAM MUTUAL LETTER CODE SUB-CODE _ COMPANY B LEGION INSURANCE COMPANY INSURED y LETTER RONALD C FREGEAU — - D.B.A. OLDE MILL REMODELING LEO7TER Y C 188 TIMBER LANE MARSTONS MILLS MA 02648 COMPANY D j LETTER COMPANY E LETTER COVERAGES ry 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. COi TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE;POLICY EXPIRATION] ALL LIMITS IN THOUSANDS LTR # i DATE(MM/DD/YY) I DATE(MM/DD/YY) q GENERAL LIABILITY ART9700764 05/06/9 A 9 O5/O6/OyGENERALAG_jGATE 2,000 1 COMMERCIAL GENERAL LIABILITY j PROD UCTS-COMP/OPS AGGREGATE! __X f ,f CLAIMS MADE OCCUR.' E !PERSONAL&ADVERTISING INJURY-1 OOO OWNER'S&CONTRACTOR'S PROT EACH OCCURRENCE I$ I FIRE DAMAGE(Any one fire)$"1, GO— # MEDICAL EXPENSE(Any one person)i$ AUTOMOBILE LIABILITY ' COMBINED i 5 SINGLE $ ANY AUTO ! I LIMIT ALL OWNED AUTOS BODILY ' INJURY $ SCHEDULED AUTOS ! Perperson) i —r i HIRED AUTOS ! I BO — —DILY INJURY !$ 1 NON-OWNED AUTOS t (Per accident)) ( GARAGE LIABILITY 3 PROPERTY j$ } e DAMAGE ! EXCESS LIABILITY ! # EACH AGGREGATE - 'E OCCURRENCE '$ 1$ ' OTHFA THAN UMBRELLA FORM } WORKER'S COMPENSATION I STATUTORY B ; X WC4-289224 ; 10/19/98 10/19/99 -X ---- AND $ (EACH ACCIDENT) } 3 $ s _50,Qµry��(DISEASE-POLICY LIMIT) EMPLOYERS'LIABILITY — �_.— $ 1_O_O (DISEASE—EACH EMPLOYEE) ti OTHER i DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/RESTRICTIONS/SPECIAL ITEMS CARPENTRY - REMODELING CERTIFICATE HOLDER CANCELLATION' TOWN OF BARNSTABLE ;F SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE 367 MAIN STREET EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO HYANNIS, MA 02601 MAIL DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. Att' Building Department AUTHORIZED REPRESENTATIVE ACORD 25-S(3/88) Q&tORD CORPORATION 1988